HomeMy WebLinkAbout2302 Lucretia Ct 15-2968; INTERIOR REMODELCEI VIED
SEP 2 3 2015 CITY,OF SANFORD
gy; BUILDING & FIREJ PREVENTION
PERMIT' APPLICATION
Application No: Documented Construction Value: $ 45000
Job Address: 2302 Lucretia Court, Sanford, FL 32771
Parcel ID• 31-19-31-513-0000-0420
Historic District: Yes No
Zoning: Residential
Description of Work: New kitchen cabinets, new windows, remodel bathroom, build clothes closet
Plan Review Contact Person: Sissy DeMuth Title: General Contractor
Phone: 407-702-3853 Fax: 407-599-1176 E-mail: dribuilds@gmail.com
Name John and Linda Delaune
Street: (same)
City, State Zip:
Property Owner Information
Phone: 615-720-7899
Resident of property?: yes
Contractor Information
Name Sandra "Sissy" DeMuth (DeMuth Renovations, Inc.) Phone: 407-702-3853
Street: 2470 Temple Drive Fax: 407-599-1176
City, State Zip: Winter Park, FL 32789 State License No.: CGC1517678
Architect/Engineer Information
Name: n/a Phone:
Street:
City, St, Zip:
Bonding Company:
Address:
Building Permit M
n/a
Square Footage: 2824
Fax:
E-mail:
Mortgage Lender:
Address:
PERMIT INFORMATION
n/a
Construction Type: Alteration No. of Stories:
No. of Dwelling Units: 1 Flood Zone:
Electrical EX
New Service — No. of AMPS:
1
Plumbing 0
New Construction - No. of Fixtures:
Mechanical D (Duct layout required for new systems) Fire Sprinkler/Alarm O No. of heads:
J
Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 FBC) 731.135(5)(6) Florida Statutes.
REV 07.14
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.
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.
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.
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. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
permit is released.
9
Sign f er/Agennt Date
P
of Notary -State
a"';"'•.,, PATRICIA RIBERA
ri; Notary Public - state of Florida
s My Comm. Expires May 28, 2017
s Commission w EE 875651
Bond Through Natinnal Nn aw Ann
Me or
Produced ID Type of ID
APPROVALS: ZONING: 2 UTILITIES:
ENGINEERING:
COMMENTS:
FIRE:
Sign e fOK-tractor/Agent I Do
Print Contractor/Agent's Name
t0m6 ...
Signature of Notary -Stet o bride Qasmay Blaster
NOTARY PUBLIC
STATE OF FLORIDA
Cornrnt FF021695
EMires 5W/2017
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
WASTE WATER:
BUILDING: 5r 10-'I'I,i
Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 FEIQ 731.135(5)(6) Florida Statutes.
REV 07.14
REQUIRED INSPECTION SEQUENCE
Rpa /r— 94L it
r • v
BUILDING PERMIT
Min Max _'Inspection Description
Footer / Setback
Stemwall
Slab / Mono Slab Pre our
Lintel / Tie Beam / Fill / Down Cell
Sheathing — Walls
Sheathing — Roof
Roof Dry In
Frame
Insulation Rough In
Firewall Screw Pattern
Z Drywall / Sheetrock
Lath Inspection
Building Ceiling Air Barrier
Insulation Roof Com'1
Building Ceiling Grid
Final Roof "
Final Stucco / Siding
Insulation Final
Final Utility Building
O 000 Final Door
000 Final Window
Final Screen Room
Final Pool Screen Enclosure
Final Solar
Pre -Demo
Final Demo
Final Single Family Residence
Final Commercial — New
Final Commercial — Addition / Alteration
Final Commercial — Change of Use
Final Building (Other)
Address: 7-gar- /'•/
ELECTRICAL.PERMTT•.
Min Max Inspection Description
Electric Underground
Footer / Slab Steel Bond
Electric Ceiling Rough
Electric Wall Rough
O Electric Rough
Pre -Power Final
Temporary Pole
OOD Electric Final
Pli V!Gr'ria+u+r
Min Max
1.
4::e'a N n3r 7raus9 •• .c
Inspection Description
Roof Storm Drain Rough
Plumbing Underground
Plumbing 2"d Rough
Plumbing Tubset
Plumbing Sewer
Plumbing Grease Trap Rough
Plumbing Steam / Chill Water Rough
Plumbing Final
MECHANICAL PERMIT- _' _ s"
Min Max Inspection Description
Mechanical Rough
Mechanical Fire Damper Framing
Mechanical Ceiling Rough
Mechanical Fire Damper Annular Space
Mechanical Insulation Wrap
Mechanical Fire Damper Angle
Light / Water Test Ck Welds
Mechanical Grease Duct Wra
Mechanical Final
REVISED: June 2014
V
Revision
Response to Comments
Permit# /S' 29rg
Project Address: Z?ioZ. LuGetTtq c.r-
Contact• Si s s Y 'bt 010 rr(
Ph:
Email: bR / Rvi ,-y5 (2 CMi4 G. coot
Trades encompassed in revision:
Building
Plumbing
Electrical
Mechanical
Life Safety
Waste Water
Department
Utilities
Waste Water
Planning
Engineering
Fire Prevention
City of Sanford
Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
Email: building@sanfordfl.gov
Submittal Date /d " w/' - If
Fax:
General description of revision:
ROUTING INFORMATION
Approvals
11 Building
1 r 10' 7 - ) S
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: 15-2968
Date: October 1, 2015
Contact Person: Sissy DeMuth
Contact Fax Number:
Contact E-mail Address: dribuilds(i gmail.com
Project Description: Residential Alteration
Job Address: 2302 Lucretia Ct
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.
COMMENTS:
The floor plan provided will suffice as an existing floor plan. Please provide a proposed floor plan and
indicate the layout of the kitchen (cabinets, range, sink) for verification of electrical code requirements.
The required GFCI receptacles should be shown on this floor plan.
FBC 107, Submittal Guidelines
2. In addition to smoke detectors being installed in bedrooms, a smoke detector is also required outside of
each bedroom and within 10 feet.
FBC 107, FBCR R314.3
3. Please include the size of each window on the proposed floor plan in order to verify compliance with the
Florida Product Approval.
FBC 107, Submittal Requirements
4. There is 3 separate Florida Product Approvals submitted for exterior doors. Please clarify on the
proposed floor plan where each type of door will be installed by either writing the description or the FL# at
each door location.
FBC 107, Submittal Requirements
5. The Florida Product Approval submitted for the Masonite door (FL# 4904) is under the 2010 FBC.
Please submit product approval that has been approved under the current 2014 FBC.
FBC 107, Submittal Requirements
6. Please provide two (2) copies of manufacturer installation instructions for the windows, as none were
provided.
FBC 107, Submittal Requirements
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.
Please direct any questions you may have to Steve Fiorey at 407-688-5065 or by E-mail at
steve.fioreyQ,sanfordfl. og_v .
Respectfully,
Steve Fiorey
Residential Plans Examiner
2-
THIS INSTRUMENT PREPARED BY:
Name: Sandra DeMuth
Address: 2470 Temole Drive
Winter Park FL 327RQ
NOTICE OF COMMENCEMENT
State of Florida
County of Seminole
A Permit Number.
MARYANNE MORSEr SEMINOLE COUNTY
CLERK OF CIRCUIT COURT & COMPTROLLER
6K 8545 Pa 1917 (1P9s)
CLERK'S : 2015101246
RECORDED 09/14/2015 12:12:26 PM
RECORDING FEES $10.00
RECORDED BY tsmith
Parcel ID Number. 31-19-31-513-0000-0420
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with
Chapter 713. Florida Statutes, the following information Is provided in this Notice of Commencement.
DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available)
2302 t I CRETIA QT. SANFORD FL 3 771
LOT 42
GROVE MANORS PB 10 PG 32
GENERAL DESCRIPTION OF IMPROVEMENT:
KITCHEN & BATHROOM REMODEL; NEW WINDOWS; INTERIOR ALTERATIONS
OWNR INFORMATION:
Name: JOHN AND LINDA DELAUNE ,MpRVA U NOD
E
Address: 2302 LUCRETIA CT, SANFORD, FL32771 CE.F nFSHEC .ra.
Fee Simple Title Holder (if other than•owner) Name: N/A
CONTRACTOR: tb'f y c` `
Name: SANDRA "SISSY" DEMUTH (DEMUTH RENOVATIONS, INC.) S`
Address: 2470 TEMPLE DRIVE, WINTER PARK, FL 32789
Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served
as provided by Section 713A3(1)(b), Florida Statutes.
Name: N/A
Address:
In addition to himself, Owner Designates of i
To receive a copy of the Lienor's Notice as Provided in
Section 713.13(1)(b), Florida Statutes.
Expiration Date of Notice of Commencement (The expiration date Is 1 year from date of recording unless a
different date Is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13,
FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A
NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under Renaltles of perjury, I declare that I have read the foregoing and that the facts stated In It are true
t o be t my n wled a and belief.
j n
Owners Signature ' Owner's Printed Name
Florida Statute 713.13(t)(9): ' The owner must sign the notice of commencement and no one else may be permitted to sign In his or her stead.'
State Of rCounty Of rg „
The foregoing Instrument was acknowledged before me this day of t'
v Who Is personally known to me A% Name
of person making statement Q>
I OR 11rF(o Ass produced IdentHlcatlon type of Identification produced: n// 1 `
PATRICIA RIBERA l Notary
Public - State of Florida CL%i/'f . t. •r.L/ -C •/ My
Comm. Expires May 28, 2017 Notary ignature Commission
I EE 875651 Bonded
Through Nglonal.Notuy Assn E
cowtr iad
rrrrt ::::
4
1903
EDEMUTH
rc7 CiWM=rr1OPMOM
2470 T;dii Pl`•F°p r
v. 32789='•
3853`'•
PROPERTY ADDRESS:
2302 Lucretia Court, Sanford, FL
615-720-78"
Ilndadelaune@gmail.com
Johodelaune@gmail.com
On this day, homeowner/client, Linda and John DeLa e, agree to enter into this con-
tract with DeMuth Renovations, Inc. to provide gen contractor services for home
renovations.
Time is of the essence.
Fax: 407=599=R1 76:, Method of payment: Cost plus 23% for construction and design services. DeMuth
4• o •. . DRibuilds(a gmail.cornr; -: • Renovations, Inc. will provide weekly receipts to homeowner be paid directly to su
contractors and/or DeMuth Renovations for subcontractor services and/or miscellane-
CGC I S'17678 ', ' ous supplies needed for project. Weekly spreadsheet will be emailed to cli-
ent/homeowner. Homeowner agrees to pay weekly invoices within three days of re•
Lcened:an insured;„• : • ceipt. (Exceptions may apply. Some subcontractors require payment upon completion
and hom wner agrees to pay these subcontractors accordingly.)
initial) Customer may purchase items to be installed by DRI. But receipt for all
i ust be presented to DRI. Value will be added to cost. DRI will apply contract-
ing fee to item(s).
ope of work and estimated costs: (please see attachment A)
ceipts for all supplies, fixtures and materials will be provided to homeowner and to
paid for and/or reimbursed to DeMuth Renovations, Inc.
meowner/client agrees to pay DeMuth Renovations, Inc. 1/3 of estimated total of
A as a deposit on day of contract signing (This will be applied to last payment.)
Muth Renovations, Inc. shall diligently pursue and substantially complete all work
be performed under this contract within a reasonable period of time. And the home-
ner acknowledges that the date of completion will be adjusted by taking into con-
leration delays that are beyond the control of the builder, including but not limited to
ather conditions, delays in selection and/or delivery of materials or change orders
luested by the owner.
rk to begin Y/_zRL/2015
53H
Date
3 /c3 —
Date
F/1110
ate
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All dimensions _size designations
given arc sub)ect to verification on
job site and adjustment to fit job
This is an original design and must
not be released or copied unless
applicable fee has been paid or job
Designed. 9/9/2015
Pnntcd. 9/21/2015
conditions. order placed.
DeLAUNE KITCHEN I All Drawing #' 1 Scale : 0 7/16" = 1'
Demo
dumpster delivery and haul
framing wood/fastners
door installation
door to pool
drywall supplies
framing labor
drywall hanging
drywall finishing
electrician labor
electrical wire, boxes, supplies, switches, outlets
recessed light fixtures
cabinets
cabinet installation
appliances -(customer provided)
architect/engineer wall removal plan
granite counters (2 slabs) material and labor
faucet
farmhouse sink
garbage disposal
backsplash material
backsplash installation
thinset/grout
plumber
cabinet pulls/knobs
Foyer and living ..
demo
drywall supplies
framing supplies
reframe labor
drywall hanging and finishing
front door replacement labor (remove and install)
front door, lockset and supplies
center fan light
4 can lights labor and materials
electrician labor: install 8 canned lights
electrical supplies: cans, wire, switches
French doors at slider (Anderson)
close skylights: labor and materials
Utility ..
delete door
remove wall
replace other door
labor build closer
materials build closet with closet doors
drywall finishing
ceiling fan installation
ceiling fan
Hall bath (front)
remove soffit at sink and drywall includes materials
new 31 1/2" vanity with installation
granite counter w/installation
keep mirror and bathtub, towel racks
faucet and sink
plumber
paint over wallpaper: labor and materials
shower head
d bedroom
ceiling fan install
ceiling fan
bedroom
ceiling fan install
ceiling fan
Master bath
enlarge shower
demo
tile supplies for shower
tile installation labor
durrock, framing, grout thinset
plumber for shower
shower control and head
handheld and slide bar
accent tile for shower walls
shower doors
drywall repair
drywall supplies
pocket door installation
pocket door and frame
vanity
granite counter for vanity
vanity and counter installation
sink and faucet
plumber for vanity
Pool Bath
replace window with labor
new shower with tile and fixtures (no door)
Windowsdoors
Windows and doors supplies
Window installation
Replumb house
City of Sanford permit fees 1 45,000
RECORD COPY
SCOPE OF WORK
Property: 232 Lucretia Court, Sanford, FL
1. Kitchen
E M U T H -remove non -load bearing wall (see architect letter)
replace with new cabinets and appliances
fflmmwem"A.• -install under cabinet lighting
i r c c: t• r> .. > -install GFIs where required by code
replace door to back porch with some size
2. Utility room
2470 Temple Drive -remove non -load bearing wall (see architect letter)
Winter Park, FL 32789 -remove and block in existing door
Phone: 407-702-3853 -replace other door with same size
Fax 407-599-1 176 -install exterior light fixture as per code
move light switch for existing ceiling fixture
DRlbuilds@gmail.com -install three new outlets
3. Foyer and Living room
CGC 1517,678 -remove non -load bearing walls (see architect letter)
install 4 new can lights
4. Family room
Licensed and insured -install 4 new can lights
replace sliders with French doors
5. Pool bath
replace shower tile
replace toilet
run new water supplies for outside shower
6. Bedroom 1
frame and finish new closet
install new light fixture in new closet
install new light switch for existing ceiling fixture
7. Bathroom 1
replace vanity and toilet
remove existing soffit
move light box for vanity light fixture
replace for GFl
8. Bathroom 2
convert tub to shower
replace vanity and toilet
remove existing soffit
move light box for vanity light fixture
replace for GFl
9. Bedroom 2 and 3
install new light switch for existing ceiling fixture
10. Bedroom 1, 2, 3, and den
install connected smoke alarms
11. Hallway
replace exterior door with same size
12. Bath 3
replace tub with larger shower
move wall to accommodate new shower
replace vanity and toilet
remove existing soffit
move light box for vanity light fixture
replace for GFl
13. Den
frame and finish two closets
install outlets as per code
install box for ceiling fan with switch
install outlet at far end
14. Replumb house
15. Replace all windows
ZOLD/N,
SANFORD
O'
OgRTN
11;-7Q6g
i RECORD COPY
David E: Runnels; AIA—P.A.---=---•-__...._. ____ __ _.—..
Architect
i
License #AR0011659
233 West Park Avenue
Winter Park, Florida 32789
407) 644-6610
FAX: 644-5914
September 17, 2015
gUllDil,
Seminole County Building Department
c
1 SA/
FORpResidentialPlansReview
Sanford, Florida OFggR g
RF- Dela une Residence/Interior Alterations
2302 Lucretia Court
Sanford, Florida 5 ' 2 9 6 8
L j•
Architect's Supplmental Instructions:
The following information is to be incorporated into the construction project/interior alterations as follows:
1. Removal of Interior Non -load bearing Walls- clarification: These instructions are to confirm that a site visit was
performed in which the review of the following interior walls; utility room wall, kitchen area wall, and the foyer/living
area wall, each represent non -load bearing conditions and can be removed structurally without any additional support
required.
End of Supplemental Instructions)
Pagel of 5
Business & Professional Regulation
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Menu > Product or Application search > Application List > Application Detail OFFICE OFDIS
SECRETAR FL #
FL15213-
R2 Application Type
Revision 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) C Plastpro
Inc. /
Nanya Plastics Corp 5200 W
CENTURY BLVD. LOS ANGELES,
CA 90045 440) 969-
9773 Ext16 rickw@rwbidgconsultants.com
Vivian Wright
rickw@rwbldgconsultants.com
Scott Johnson
5200 W
Century Blvd, Los Angeles,
CA 90045 440) 969-
9773 Ext18 scottjohnson@plastproinc.com
Ron O'
Connell 5200 W
Century Blvd. Los Angeles,
CA 90045 440) 969-
9773 Ext16 ronoconnell@plastpro.com
Exterior Doors
Swinging Exterior
Door Assemblies Evaluation Report
from a Florida Registered Architect or i Florida Professional
Engineer 10 Evaluation
Report - Hardcopy Received Lyndon F.
Schmidt, P.E. PE-43409
National Accreditation
and Management Institute 22/31/
2018 Ryan J.
King, P.E. 0 Validation
Checklist - Hardcopy Received FL15213 R2
COI CERTIFICATE of INDEPENDENCE Ddf Standard 101/
I.
S.2 101/I.
S.2/NAFS AAMA/ W
DMA/CSA 101 / I. S.2/A440 ASTM E1886
ASTM E1996
ASTM E330
TAS 201,
202, 203 Links I
Search I Year 1997
2002
2005
2002
2002
2002
1994
10/
7/
2015
Page 2 of 5
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/28/2015
Date Validated 04/29/2015
Date Pending FBC Approval 05/07/201S
Date Approved 06/23/2015
Summary of Products
Go to Page u it IEf w w Ah
ridge I f Z W W
FL # Model, Number or Name Description
15213.1 a. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door
Grain/Rustic/Mahogany Series Inswing/Outswing (X - Configuration)
Fiberglass Door
Limits of Use
Approved for use in HVHZ: No
Installation Instructions
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
FL15213 R2 11 In« + 52+3+ pdf
Verified By: Lyndon F. Schmidt, P.E. 43409
Design Pressure: N/A Created by Independent Third Party: Yes
Evaluation Reports
Other: See INST 15213.1 for Design Pressure Ratings, any FLIS213 R2 AE Eval 15 13+
additional use limitations, installation instructions and
product particulars.
ndf
Created by Independent Third Party: Yes
15213.2 b. Smooth/Wood Grain/White Wood
i
6'8 "Impact" Opaque Fiberglass Single Door with SideliteGrain/RusticMahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OX orFiberglassDoorXO - Configurations)
Limits of Use
Approved for use in HVHZ: No
Installation Instructions
FLIS213
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
R2 11 Inst 15 13 pdf
Verified By: Lyndon F. Schmidt, P.E. 43409
Design Pressure: N/A Created by Independent Third Party: Yes
Other: See INST 15213.2 for Design Pressure Ratings, any
Evaluation Reports
FL15213 R2 AE Eval 15 +z L ndf
additional use limitations, installation instructions and
product particulars. Created by Independent Third Party: Yes
15213.3 C. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door with SidelitesGrain/RustiUMahogany Series utilizing "Snap Frame" Glazing - Inswing/Outsiing OXO - Fiberglass Door Configuration)
Limits of Use
Approved for use in HVHZ: No
Installation Instructionss
FL15213
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
R2 II Inst15 13 0f
Verified By: Lyndon F. Schmidt, P.E. 43409
Design Pressure: N/A Created by Independent Third Party: Yes
Evaluation Reports
Other: See INST 15213.3 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213 z
additional use limitations, installation instructions and
pdf
Created by Independent Third Party: Yesproductparticulars.
15213.4 d. Smooth/Wood Grain/White Wood
i
6'8 "Impact" Opaque Fiberglass Single Door witli SideliteGrain/RustUMahogany Series
Fibergla5s Door utilizing "Lip Lite" Glazing - Inswing/Outswing (iX or XO -
Configurations)
Limits of Use
Approved for use In HVHZ: No
Installation Instructions
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
FL15213 R2 II Inst 15,
Verified By: Lyndon F. Schmidt, P.E. 43409
Design Pressure: N/A Created by Independent Third Party: Yes
Evaluation Reports
Other: See INST 15223.4 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213 4 odfadditionaluselimitations, installation Instructions and
product particulars. Created by Independent Third Party: Yes
15213.5 e. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door with SidelitesGrain/Rustic/Mahogany Series utilizing "Lip Lite" Glazing - Inswing/Outswing (OFiberglassDoorConfiguration) IO
Limits of Use
Approved for use in HVHZ: No Installation Instructions
FL15213 R2 Il Inst
Approved for use outside HVHZ: Yes 15 13ndf Verified
By: Lyndon F. Schmidt, P.E. 43409 I I
110/
7/2015
Page 3 of 5
MPO" KCslsxani: Yes
Design Pressure: N/A Created by Independent Third Party: Yes
Other: See INST 15213.5 for Design Pressure Ratings, any
Evaluation Reports
FL15213 R2 AE Eval 15213 Sadditionaluselimitations, installation Instructions and
product particulars.
odf
Created by Independent Third Party: Yes
15213.6 f. Smooth/Wood Grain/White Wood
i
6'8 "Impact" Opaque Fiberglass Double Door - Grain/Rustic/Mahogany Series Inswing/Outswing (XX - Configuration) Fiberglass Door
I
Limits of Use
Approved for use in HVHZ: No Installation Instructions
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
FL15213 R2 II Inst 15 +z pdf
Verified By: Lyndon F. Schmidt, P.E. 43409
Design Pressure: N/A Created by Independent Third Party: Yes
Other: See INST 15213.6 for Design Pressure Ratings, any
Evaluation Reports
FL15213 R2 AE LULLULUadfadditionaluselimitations, Installation instructions and
product particulars. Created by Independent Third Party: Yes
15213.7 g. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Double Door with SidelitesGrain/Rustic/Mahogany Series
Fiberglass Door utilizing "Snap Frame" Glazing - Inswing/Outswing (OXXO -
Configuration)
Limits of Use
Approved for use in HVHZ: No Installation Instructions IApprovedforuseoutsideHVHZ: Yes
Impact Resistant: Yes
FL15213 R2 li Inst iS+ +f
Verified By: Lyndon F. Schmidt, P.E. 43409
Design Pressure: N/A Created by Independent Third Party: Yes
Other: See INST 15213.7 for Design Pressure Ratings, any
Evaluation Reports
FL15213 R2 AE Eval 15 1i zadditionaluselimitations, installation instructions and
product particulars.
odf
Created by Independent Third Party: Yes
15213.8 h. Smooth/Wood Grain/White Wood
i
6'8 "Impact" Opaque Fiberglass Double Doo with SidelitesGrain/Rustic/Mahogany Series utilizing "Lip Lite" Glazing - Inswing/Outswing (OXXO - Fiberglass Door Configuration)
Limits of Use
Approved for use in HVHZ: No Installation Instructions
FL15213 R2
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
II Inst 152D n odf
Verified By: Lyndon F. Schmidt, P.E. 43409
Design Pressure: N/A Created by Independent Third Party: Yes
Other: See INST 15213.8 for Design Pressure Ratings, any
Evaluation Reports
FL15213 R2 AE Eval n
additional use limitations, installation instructions and
product particulars.
15213 odf
Created by Independent Third Party: Yes
15213.9 I. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door utilizingGrain/Rustic/Mahogany Series Snap Frame" Glazing - Inswing/Outswing (XFiberglassDoorConfiguration)
Limits of Use
Approved for use In HVHZ: No Installation installation Instructions
Approved for use outside HVHZ: Yes
Impact Resistant: No
R2 II Inst 15
Verified By: Lyndon F. Schmidt, P.E. 43409
Design Pressure: N/A Created by Independent Third Party: Yes
Other: See INST 15213.9 for Design Pressure Ratings, any
Evaluation Reports
FL15213 R2 AE
additional use limitations, Installation instructions and
product particulars.
Eval 15213o df Created
by Independent Third Party: Yes 15213.
10 j. Smooth/Wood Grain/White Wood i
6'
8 "Non -Impact" Glazed Fiberglass Single DoEwlthidelite Grain/Rustic/Mahogany Series Fiberglass
Door utilizing "Snap Frame" Glazing - Inswing/Outs or XO -
Configurations) Limits
of Use Approved
for use in HVHZ: No Installation Instructions FL15213
If Approved
for use outside HVHZ: Yes Impact
Resistant: No R2 -
Inst 15 13 10 udf Verified
By: Lyndon F. Schmidt, P.E. 43409 Design
Pressure: N/A Created by Independent Third Party: Yes Other:
See INST 15213.10 for Design Pressure Ratings, Evaluation
Reports FL15213
R2 AE Eval 15213 +n df anyadditionaluselimitations, installation Instructions and product
particulars. Created by Independent Third Party: Yes 15213.
11 k. Smooth/Wood Grain/White Wood i
6'
8 "Non -Impact" Glazed Fiberglass Single Door with Grain/Rustic/Mahogany Series Fiberglass
Door Sidelites utilizing "Snap Frame" Glazing - Inswing/Outswing OXOConfiguration) Limits
of Use Installation
Approved
for use In HVHZ: No Instructions F15213
R2 If Approved
for use outside HVHZ: Yes Impact
Resistant: No Inst
is + 11 udf Verified
By: Lyndon F. Schmidt, P.E. 43409 Design
Pressure: N/A Created by Independent Third Party: Yes Evaluation
Other:
See INST 15213.11 for Design Pressure Ratings, Reports FL15213
R2 AE any
additional use limitations, installation instructions and product
particulars. Eval
15213 11 odf Created
by Independent Third Party: Yes 15213.
12 I10/
7/2015
Page 4 of 5
I. Smooth/Wood Grain/White Wood
I6'8 "Non -Impact" Glazed Fiberglass Double Door utilizingGrain/Rustic/Mahogany Series N "Snap Frame" Glazing - Inswing/Outswing (XX - Fiberglass Door Configuration) I
Limits of Use Installation InstructionsApprovedforuseinHVHZ: No FLIS213 R2 II Inst 1521 a 12 dfApprovedforuseoutsideHVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409ImpactResistant: No Created by Independent Third Party: YesDesignPressure: N/A Evaluation Reports
Other: See INST 15213.22 for Design Pressure Ratings, FLIS213 R2 AE Eval 15213 12 df
any additional use limitations, installation instructions and Created by Independent Third Party: Yesproductparticulars.
15213.13 m. Smooth/Wood Grain/White 6'8 "Non -Impact" Glazed Fiberglass Double Door with
Wood Grain/Rustic/Mahogany Sidelites utilizing "Snap Frame" Glazing - Inswing/OutswingSeriesNFiberglassDoor (OXXO - Configuration)
Limits of Use Installation InstructionsApprovedforuseInHVHZ: No FLIS213 R2 II Inst 1S>>a +a odfApprovedforuseoutsideHVHZ: Yes Verified By: Lyndon F. Schmidt, P.E..43409ImpactResistant: No Created by Independent Third Party: YesDesignPressure: N/A Evaluation Reports
Other: See INST 15213.13 for Design Pressure Ratings, FLIS213 R2 AE Eval 15213 13 ,+f
any additional use limitations, installation instructions and Created by Independent Third Party: Yesproductparticulars.
15213.14 n. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door utilizing "LipGrain/Rustic/Mahogany Series N Lite" Glazing - Inswing/Outswing (X - ConfigFiberglassDoor ration)
Limits of Use
Approved for use In HVHZ: No
Installation Instructions
Approved for use outside HVHZ: Yes FLIS213 R2 II Inst ISZ1'1 14 odf
Verified By: Lyndon F. Schmidt, P.E. 43409ImpactResistant: No
Design Pressure: N/A Created by Independent Third Party: Yes
Other: See INST 15213.14 for Design Pressure Ratings,
Evaluation Reports
FL15213 R2 AE Eval 15213+a dfanyadditionaluselimitations, installation instructions and Created by Independent Third Party: Yesproductparticulars.
15213.15 o. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door
i
with SideliteGrain/Rustic/Mahogany Series N utilizing "Lip Lite" Glazing - Inswing/Outswing or XO - Fiberglass Door Configurations) I(OX
Limits of Use
Approved for use In HVHZ: No Installation Instructions
Approved for use outside HVHZ: Yes
Impact Resistant: No
FLIS213 R2 II Inst 15ZLj+a p0f
Verified By: Lyndon F. Schmidt, P.E. 43409
Design Pressure: N/A Created by Independent Third Party: Yes
Evaluation Reports
Other: See INST 25213.15 for Design Pressure Ratings, FLIS213 R2 AE Eval 15 +315 0f any
additional use limitations, installation Instructions and Created by Independent Third Party: Yes productparticulars. 15213.
16 P. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door with Grain/Rustic/Mahogany Series N Sidelites utilizing "Lip Lite" Glazing - Inswing/Outswing OXO FiberglassDoorConfiguration) Limits
of Use Approved
for use in HVHZ: No Installation Instructions Approved
for use outside HVHZ: Yes Impact
Resistant: No EL15213
R2 11 Inst 15' Verified
By: Lyndon F. Schmidt, P.E. 43409 Design
Pressure: N/A Created by Independent Third Party: Yes Evaluation
Reports Other:
See INST 15213.16 for Design Pressure Ratings, FL15213 R2 AE Eval 15 13 +s dt anyadditionaluselimitations, installation instructions and Created by Independent Third Party: Yes productparticulars. 15213.
17 q. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Double Door! utilizing Grain/Rustic/Mahogany Series N Lip Lite" Glazing - Inswing/Outswing (XX - Configuration) FiberglassDoorLimits
of Use Approved
for use In HVHZ: No Installation Instructions Approved
for use outside HVHZ: Yes Impact
Resistant: No FLIS213
R2 11 Inst 15213 17 odf Verified
By: Lyndon F. Schmidt, P.E. 43409 Design
Pressure: N/A Created by Independent Third Party: Yes Evaluation
Reports Other:
See INST 15213.17 for Design Pressure Ratings, FLIS213 R2 AE Eval 15 1a +7 any
additional use limitations, installation instructions and odf Created
by Independent Third Party: Yes productparticulars. 15213.
18 r. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Double Door i
with
Grain/
Rustic/Mahogany Series N Sidelites utilizing "Lip Lite" Glazing - Inswing/Outswing FiberglassDoorOXXO - Configuration) Limits
of Use Approved
for use In HVHZ: No Installation Instructions FL15213
R2 Approved
for use outside HVHZ: Yes II Inst 15,, Verified
By: Lyndon F. Schmidt, P.E. 43409 0/
7/2015
Page 5 of 5
attsPd" Kesistant: No
Design Pressure: N/A Created by Independent Third Party: Yes
Other: 1NST 15213.18 for Design Pressure Ratings, any
Evaluation Reports
FLIS213 R2 AE Eval In
additional use limitations, installation Instructions and
product particulars.
15213pdf Created
by Independent Third Party: Yes 15213.
19 S.Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Single Door - Graln/Rustic/Mahogany Series N Inswing/Outswing (X - Configuration) FiberglassDoorLimits
of Use Approved
for use In HVHZ: No Installation Instructions 115213
Approved
for use outside HVHZ: Yes Impact
Resistant: Yes R2
II Inst 1521g 19 odf Verified By:
Lyndon F. Schmidt, P.E. 43409 Design Pressure:
N/A Created by Independent Third Party: Yes Evaluation Reports
Other: 1NST15213.19 for Design Pressure Ratings, any FL15213 R2 AF Eval 15213to additional use limitations, Installation instructions and product particulars. odf
Created by
Independent
Third Party: Yes 15213.20 It.
Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Single Door with Sidelite Grain/Rustic/MahoganySeriesNFiberglassDoorutilizing "
Snap Frame" Glazing - Inswing/Outswing (OX or XO - Configurations) Limits
of Use
Approved for use
In HVHZ: No Installation Instructions Approved for use
outside HVHZ: Yes Impact Resistant: Yes
FLIS213 R2 II
Inst IS213.20.pdf Verified By: Lyndon
F. Schmidt, P.E. 43409 Design Pressure: N/
A Created by Independent Third Party: Yes Other: INST 15213.
20 for Design Pressure Ratings, any Evaluation Reports FLIS213
R2 AF
Eval 1511 2n additional use limitations, installationinstructionsandproductparticulars. odf Created
by Independent
Third
Party: Yes G AN o to
Page OBackNost00
Pagel/20
0 Contact us :: 194o North
Monroe Street Tallahassee FIL 32399 Phone: SSO-487-1824 The State of Florida
Is an AAMEO employer. Copyright 2007.2013 State of Florida ;; rdyacv Statement Aeeesslblti Sc t".ne.ntt•ne•nt ;; Refunds` UnderFloridalaw, email
addresses are Public records. If you do not want your a -mall address released In response to a public -records request, do not send electronic mail to thisentity. 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. ThesmallsProvidedmaybeusedforofficialcommunicationwiththelicensee. 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: M
CreditSAFFEJ 10/7/
2015
roplastp5200
W. CENTURY BLVD. LOS
ANGELES, CA 90045 Smooth /
Wood Grain / White Wood Grain Rustic /
Mahogany Series
N Fiberglass Door INSWING /
OUTSWING NON -
IMPACT" GENHtAL
NOTES I.
Ihts product hos been evakrated and Is in compliance with the Sth Edition (201 4) Florida Wilding
Code (f8C) struchxal requiements wrIuling the Mo velocity Halftone Ioro- HVK).
2•
fhoduct onchors shol be as Isted and spoced as shown on deta8. Anchor embedment to base
motedd shol be beyond wag dressirg or oucoo. 3.
when used to areas regwing wind borne debits protection th6 pro Wl b required to be protected
with an impoct resistant covering that complies with Section 1609.11 of the FBC. a.
For 2c stud horning conshuction. anchoring of these units shill be the same as that shown for
2c buck masonry construction. 5.
Site corlddions that deviate from the detalb of this drawing mquie further engineering only*
by a licensed engineer or registered architect. TAM
Of Comm SKINT9
DOCRVIfON 1
Typicalefevotion. PMS&M. is general not" 2
Door pond detab 3
S$lde o PoW detoti Hatkordal
crou sBctitlm 5
Vertical cross secft" 6
vertical cross sections I -
Iuctancharing - 8 Frame
exhorting • 2X bulk rtasanry canshtrction 9 frame
anchorig • 1X buck mosorry conowfion 10 ErKuo
osbo d detab I I
N Of moteddt dotal a Components j 7.
m' MAIL RAM WIDTH InI o
i
x
o
I r
x o
SwM OVERALL
FRAME
DIMENSION
DOOR
O.
La
DIMENSION SIDEUIE
D.
LO
DIMENSION GLASS
TYPE
DESIGN"
PRES
07RE (PSf) POSITIVE NEGAAVE
INSWING 104.
S0- x 82A0. 21.00- x 63.00" 7.00- x 63A0' GI 47.
0
50.0 OVT$WING
104.50- x 80-W 21.00- x 63A0' 7A0- x 63.00- S0.0 50.0 IN g
M.
F
ti
L
i Z u°
02 16
12 i 6YL• s
w f*•
JK o' e: LF•
S 3 Wi7q t)_
t F1-15213.
18 ° 0 ai t
d 11
I
36•arMAX• U
DOOR
EXTERIOR `J
j
PANEL WIDTH I /
21.00 MAIL f l \ HORIZONTAL CROSS SEMON
1 D.L.O. WIDTH
o _ 1 1.Sr _
i!-- I.S9 '—
r
b.
T _l
TRV..MnME
1.1sr -
9
i1 --- GlAZ4vG COMPOIRIO
Z ! j 0.5' GLASS _ _...
I I'MIN.
GLASS IHK.
1/8'TEMPERED
AlONINGE I IATO N4fGvC
LA
r AIR SPACE
OPTIONAL
DECORATIvE INSERT
AIR SPACE
I ff TEMPERf.D
GLASS
GLAZING SPACER
18x 1•IR'PFH
UP UrE ODL/WESTERN lotECum HP
GI GULZIK6OE7' u
T
i IA 4 Pyam
ice. • •......... o1j > rl
41 (tiYcv Z$
g
V z at
14 6
ggC= 5i
EXTERIOR
i
N
N t
0
1
02116112 iOAIV
WA", N.T.S. 4 VERTICAL CROSS SECTION
ao w JX oi
tM or: LFS
Demo o •
e
FL-15213.1-6 0
2 a it r
wMAX.
D.L.O. WON
1175' MAX.
SOEUTE
PANEL WIDTH
x
O
1
3
PANEL
1WRIO
WWI
I' l HORIZOWAL CROSS SECRON
3
T—
L I
SI Cek w—goi "Ni q Sloe Fla Nmu
CA PVC
GtADNG COMPOUND
OZ GLASS r MW.
WE I ( GLASS INK.
ti I Ar TEMPERED
GLASS
AIR SPACE
OPTIONAL
OECORAIIVE INSERT
1
i
AIR SPACE
y_
1/0* TEMPERED
GLASS
GLA3HG SPACER
18 x I-1l7 PFH
LIP LRE ODt/MIERN REFLEV04 HP
AI
INTEMOR EXTERIOR
2 VERACAL CROSS SEMN
3
k
ANIF
n •
Qo i
ex
2 u
rt 9 5 08
N. T.S. °
w a D7 0
c w LFS i
wwc m;
FL-1520 18 c
xa s or 11 '
II.TXMN1.
EMS. (IYP.)
n^ NOtESEEIO
I HORIZONTAL CROSS SECTION
4 Osdswig shown -ins"
04 approved
TERIOR
TERIOR
2 HORIZONTAL CROSS SECTION
4 Outrvdng ca+figtrotion
INTERIOR
4
EXTERIOR
1 2 1 2
6 6 5 S
Q d
INTERIOR
18
e4X4XipIN17 EXTERIOR
4
q °
L.J
9
6 S S e
NOTE:
1. Sidoble panel sectoed to the sidElile frame with (4) of item
M faceted 10'. 30.5. 5l' and 71.5" from lop of eao jamb
and (2) of item /M in the hood and sit 3' Dom each end.
2. As noted in the lesl report astregaf was altaChW to the
inactive leaf with (10) 68 x 3 psh srm and (4) K 10 x 2.172 plh
sms for all 6'B' (ovswing). Astrogal was attached to the
inactive loot wish (9148 x 3' psh snu and (4) tr 10 x 2-I/T pth
srru for ab 6'$ (6uwbtg).
3 HORIZONTAL CROSS SECTON
4 off, lgaPp> •:uwbsg
O
C A
I
4r HORIZONTAL CROSS SECTION
4 5hawrtw/I%stArbuck
EXTERIOR
INTERIOR
S HORIZONTAL CROSS SECTION
4 truwhg canftguatlon
411
A. VS ;
uwae o
FL-15213.18
0
w 4 OF 1 1
n
0
INTERIOR
DVERTICAL CROSS SECTION
Outsvn^8 shown • fttwtn4
Gppfoved
EXTERIOR INTERIOR
VERTICAL CROSS SECTION
S ouhvmp conViction
U # jjos-
j`
O` O P
e
o o o
e
EXTERIOR INTERIOR
2 VERTICAL CROSS SECTION
s ShOwnw/IXf b•buClc
EXTERIOR INTERIOR
4 VERTICAL CROSS SECTION
s rttwit0 mVQL.Wion
m
W o N.T.S.
ti• a: JK
K or LFS
O.
FL-i9 dill
c n j of L f
c ` lZ O SEE
lllj}}lZZ}00011,f17
NOTE 1
EXTERIOR INTERIOR
VERIICAI CROSS SECTION
6 Ouhwvtg shown - na.ine
abo approved
EXTERIOR INTERIOR
3 VERTICAL CROSS SECTION
6 OutswiaPnptovedg shown . t ng
also
NOTE:
I. Simle Panel secued to she vdeil
Irpmo wdh f4) of item UM Iocoted
10r% 3OS. S I' and 7I X from top of
each jamb and (21 of item •M in
the head and sU, r from each end
I
EXTERIOR INTERIOR
VER17CAL CROSS SECTION
6 Shown Will R sub-budr
EXTERIOR INTERIOR
4 VERTICAL CROSS SECTION
s3 lm'+„tP9 con.guotkn
f."'
I.
Fitt,, Psss
l
an..
cq b 9n
SLI l s
1
MASONRY 1
OPENING
2X BUCK
CONCRETE ANCHOR NOTES:
1. Concrete anchor locations a$ the comers may be odjUSted to maintain the min.
edge dhtanco to mortar joints.
2. Concrete anchor locohom noted as "MAX. ON CENTER' must be adjusted to
maintain the min. edge distance to mortar joints. odd Wnot concrete anchors
may be required to ensure this MAX. ON CENTER' dimension ore not exceeded.
3. Concrete anchor table:
ANCHOR ANCHOR MIN. MIN, CLEARANCE MIN, CLEARANCE
TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT
EDGE ANCHOR
11W
TAPCON_ _ 1/4' 1.1/4- 2' 4'
ElCO
ULTRACON 1/4" 1.1/4' 1' r
WV d{..IGGn Iry II1 V11N1'( 1`IV ILL.
I . Maintain a minimum W edge distance. I- end distance, a l' o.c. spocing of
wood sere" to prevent the spitting of wood.
A.
S.
rrrrr* l%%r` Si
r..
p I ; Ill %Q . man`
HM ICI
g
III i Ill 1 L
III I I III
III I I ill - Z Z
Ilr II MULLION
AND ASTRAGAL
FORIIIIIREMENCEO Y
III I Il I
III I I ill
I 4
z
LUCK ANCNOTtING
r— 6• - rrj r
SEE DE1A0.
II
l
I
tYP. HEAD Il
333 p •a
n P
1 \ ''rt tl* 11 1 ````
9a
MASONRY
OPENINGM ( 10 i1 ad: n
L 11
a s
r F I
MUCK,
LATCH A OEADMT WAIL MNGE OETAR
t- o
CLI o
MNGE IAMB FUME ANCHOWNG ARUGAI SM JAMS
tl
Malaray 2X buck aorohvction
L 3
10
Ie
e iCONCRETEANCHORNOTES: c
1. Concrete anchor locations at the Comers may be odprsted to maintain the min.
edge distance to martarjoints.
n `
2. Concrete anchor locations noted as "MAX. ON CENTER• must bo adjusted to NAIL 2 a
maintain the min, edge distance to mortar jolnh, additional concrete anchors
may be required to er we the IMAX. ON CENTER' dimension are not exceedod.
C3. Concrete anchor table: j
I I i
r;.lz oIy't
3 ! ..
0 3
am 02 t ti 12 i
N *= N.T.S. i
Pti n JK a'
OEfAa I DETAIL I a« W. LrS 17wOCb
n an* Lawn t
r edgeadiscMOMS: hswtrn6 Cor>npwatbn Ounwinp putolion MEE 0. 1. Maintain o mrrnimwn S/A" edgedistance. fend distance. 6 1' oc. spading of Fl- r 511 J. t 8 ~ wood screws to prevent the s UMV of wood. o
Lon •Q P I I " 0
FRAME
ANCHOR ANCHOR MII MIN. CLEARANCE MIN. CLEARANCE
TYPE SIZE EMBEDMENT TO MASONRY ro ADJACENT
EDGE ANCHOR
TAPCON
El_C_O
UIfRACON 1/P 1.1/4• 1• 4•
ITYI +
TAPCON
J/16• 1-1/a• 3• 1•i/T'
3
S $ ;
p.. d
O
C
9 °
z =u
MASONRY v 8 F to
OPENING10 V \ J : •
I 11 gLFRAM
T
IX SUCK
yi
UTCNi0EA0SOti0ETAll MNGEOETAIL K
t_
ppK
u
x
HINGE JAMB FRAME ANCNORIHG ASTRAGAL STLCE J M8
Masonry I x butt: construction
8
CONCRETE ANCHOR NOTES: • • &
1. Concrete orator locations of the comers may be odvsfed to mainfain the min. I °
edge datonce to mortorjoints. x
2. Concrete onchor focofiom noted os MAX ON CENTER' mull be adjusted to 1*7AIL 2 eCKmalntohthen*t. edge ditnce to mortar joints. oddtionol concrete anchors
F
3 may be req~ to ensure the WAX. ON CENTER' dimension are not exceeded.
3. Concrete anchor fable: d
O ( 3 j
i I I /N I - ' iF
Mal 13
o cz
J
z u
1 &4- 92 16 7 2 i
Ir N N.T.S °
aw K JK o
DETAIL I DETAR I C K w. LFSWOODSCREWINSTALLATIONNOTES:
Qt1. Maintain o mU*nvm 5/8" edge distance. fend distance, d I'o.c. sooting o1 hL g omfipuafbn Outs`*v cortigur i oaama "o:
e
Woad SUews to prevent the soflltirtg o/ mood. f C - I S? 7 3. I8 0
1 OQt yQ Or I I G
ANCHOR ANCHOR MIN. MIN.
EMBEDMENT i0 MASONRY i0 ADJACENT
DETAIL
I
3'
II 11
SEE DETAIL T
r
1
1 II 'aSTR OAt
j SHOWN FOR
J
TYP. HEAD 3
I I/ REFERENCE
I T ONLY
IIE
1 TYP._
L
SEE
CLEARANCE MIN. CLEARANCE
TYPE SIZE
Al
a
DEAD BOLT (THRU HOLE)
2Js -
3.75"
1Q79'
O
1
61 AIUMMW ASTUGAL ASSMLY
BT Enduo RO&Ct
LATCH (BLIND HOLE)
33.12s
19 50' -- --••-j
26-V -II
IV
ur
11
62 61 L I
1 6i —
67
eou x61
9J t
VIEW A -A
IMT - : _ - _ AMm*-n Aft o Amy
i --r
1 i
suoE eotr t:co
67 MAII:SIel1
t
1
1_AlUA1WUM AARAGAI eOTIDst eOLr A1xEehEnduorlm. d? m"T
0*
o[
cn
er
5
JKFSJ
8FL-12.1 or
ou
r
AOJIIffA6lErrrSVYDlG1HtEfFpprp iy ft0Eu1FSMCER
AonnrAe rNswur nurEsrro m xrAo a
r A6 r rt os
PbN maIQM
v
M
w.
FL-157.1.5.18
Florida Building Code Online Page 1 of 3
r.
Fbrida pppamwtd BbS Name 1 Lop In ' user Rep—r,%n Mot TaWO SLbmR surdurye Sure \ Fe[6
Busines //
Professi i. al ' A°"'°"a'
uses: wept user
Regulation
Produa or ApgftMU0jj Sewch>Awgcatmn I ftt> AVVlkrden Dab$
r7>
v
nr zHo;r •uwrc N r Yuulr rwnp tOtr srrgtlFY
FL a FL7058-R12
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 PGT Industries
Address/Phone/Email 1070 Technology Drive
Nokomis, FL 34275
941)486-0100 Ext22318
drua"pgtindustrles.com
Authorized Signature lens Rosowskl
Jrosowskl®pgtindustries.com
Technical Representative lens Rosowskl
Address/Phone/Email 1070 Technology Drive
Nokomis, FL 34275
941) 486-0100 Ext 21140
jrosowski®pgUndustries.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Double Hung
Compliance Method Certification Mark or Usting
Certification Agency Keystone Certifications, Inc.
Validated By Steven M. Urich, PE
Validation Checklist - Hardcopy Received
Referenced Standard and Year (of Standard) AU111112111A Year
AAMA 506 2008
AAMA/WDMA/CSA 101/IS2/A440 2005
AAMA/WDMA/CSA 101/1S2/A440 2008
AAMA/WDMA/CSA 101/IS2/A440 2011
ANSI/AAMA/WDMA 101/I.S.2/NAFS 2002
ASTM E1886 2002
ASTM E2886 2005
ASTM E1996 2002
ASTM E1996 2012
Equivalence of Product Standards
Certified By
http://www.floridabuilding.orglpr/pi'app_4tl.aspx?param=wGEVXQwtDgsKvwgL5811h... 7/10/2015
i
z Florida Building Code Online Page 2 of 3
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option A
06/11/2015
06/19/2015
06/27/2015
FL a Model, Number or Name Description
7058.1 DH - 460 Vinyl Double Hung Window
Limits of use Certllic rtion Agency CertificateApprovedforuseInNVNZ: No FL7059 R12 r rer 190-799.odf
Approved for use outside NVHZ: Yes Quality Assurance Contract Expiration DateImpactResistant: No 03/02/2016
Design Pressure: +50/-50 Installation Insbvetlons
Other: Please see the Installation Instructions for design FL70SB R12 11 DH-460.odf
pressure, size and anchorage Information. Verified By: A. Lynn Miller, P.E. 58705
Created by Independent Third Party: No
Evaluation Reports
FL7058 R12 AE DH-460 Eval Cation odf
Created by Independent Third Party: No
7058.2 OH - 560 WinGuard Vinyl Double Hung Window
Umits of use Certification Agency CertificateApprovedforuseInNVNZ: No FL7058 R12 C rer 190-272 odf
Approved for use outside NVNZ: Yes FL7058 R12 C CAC 100-70 odf
Impact Resistants Yes
Design Pressure: +50/-50
Quality Assurance Contract Expiration Date
03/02/2016
Other: Please see the Installation Instructions for design Installation Instructions
Pressure, she and anchorage information. FL70S8 R12 11 DH-560.odf
Verified By: A. Lynn Miller, P.E. 58705
Created by Independent Third Party: No
Evaluation Reports
FL7058 R12 AE DH-S60 Eval ation odf
Created by Independent Third Party: No
7058.3 OH-2160 Vinyl Double Hung Window (Fin)
Limits of Use
Approved for use In NVHZ: No Certification Agency Certificate
FL70S8 R12 r QAr Certification DH 1 ^
Approved for use outside HVHZ: Yes
odf
Quality Assurance Contract Expiration Date
Impact Resistants No 01/25/2016
Design Pressure: N/A Installation Instructions
Other: Please see the Installation Instructions for design FL70SR R12 11 DH-2160.ndf
pressure, she and anchorage Information. Verified By: A. Lynn Miller, P.E. 58705
Created by Independent Third Party: No
Evaluation Reports
FL7058 R12 AE DH-2160 Evaluation odf
Created by Independent Third Party: No
17058.4 I DH-2260 Vinyl Double Hung Window
Umits of use
Approved for use In NVHZ: No
Approved for use outside NVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: Please see the Installation Instructions for design
Pressure, size and anchorage Information.
70S8.5 I DH-2760 (2860)
Umits of Use
Approved for use in HVNZ: No
Approved for use outside NVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: Please see the Installation Instructions for design
pressure, size and anchorage Information.
Certification Agency Certificate
FL7058 R12 C CAC DH-2260 rertffications.odf
Quality Assurance Contract Expiration Date
10/22/2015
Installation Insbuctions
FL70S8 R12 11 DH-2260 odf
Verified By: A. Lynn Miller, P.E. 5870S
Created by Independent Third Party: No
Evaluation Reports
FL7058 R12 AE DH-2260 Eval ation ndf
Created by Independent Third Party: No
Double Hung Window
Certification Agency Certificate
FL70S8 R12 C CAC Certoftaflon2 2760-odf
Quality Assurance Contract Expiration Date
02/03/2016
Installation Instructions
FL7058 R12 11 DH-2760 odf
Verified By: A. Lynn Miller, P.E. 58705
Created by Independent Third Party: No
Evaluation Reports
http://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQvADgsKvwgL58IIh... 7/10/2015
11 Florida Building Code Online Page 3 of 3
IFL7058 Rig AE DH-2760 v-1 k-tlon ndf
Created by Independent Third Party: No
7058.E DH-5460 EnergyVue Double Hung Window
Umits of use Certification Agency CertificateApprovedforuseInNVNZ: NO 2 n DH-60 In atlonFL70SftI.F. Approved for use outside HVHZ: Yes
B odf
Quallq Assurance Contract Expiration DateImpactResistant: No 11/17/2018
Design Pressure: N/A Installation Instructions
Other: Please see the Installation Instructions for design FL7058 R12 II DH-5460.mdf
Pressure, she and anchorage Information. Verified By: A. Lynn Miller, P.E. 58705
Created by Independent Third Party: No
Evaluation Reports
F_L70S8 RI AF DH-S460 Fyal ration ndf
Created by Independent Third Party: No
17058.7 I OH-SS60 I WlnGuard Double Hung Window
Umlts of Use
Approved for use In NVNZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: Please see the Installation Instructions for design
pressure, size and anchorage Information.
Certification Agency Certificate
FL7058 R12 C CAC DH- S60 rtlfi =lion f
Quality Assurance Contract Expiration Date
11/19/2018
Installation Instructions
FL7058 R12 11 DH-5560.odf
Verified By: A. Lynn Miller, P.E. 58705
Created by Independent Third Party: No
Evaluation Reports
F 70SB R12 AF DH-5560 Fwaluatinadliff
Created by Independent Third Party: No
sadr Nert
The State of Florida Is an WU* "VIOVer, CADY1101A 2007-2011 State of norMa.:; prIwaft stItemml :: AccftslblMy StKenent :: Refund Stidenmt
Under Fier tow, enwe addresses are pubrk F . -, s. 1/ you do not want Your e-ms0 eddies rtieuad In response to a OuMlt-records reWatr do not rend
ekion 45 maO to . Floridaentity. Instead, l*cuw theOctober 1 by phone n
by
ee
tredltle
d
mN. V you Mrs any Vutstkn3, pkare Contact OSO.4O7.179S. *Pursuant toSedfar455.275(1), fSbbrks, dlktiWe Odaber 1, 2012, bkxmsees Ilcerded under Chapter 455, FS. narst Provide the Oepartrnrnt with an ana0 addrei7 V theyhaveone. The e n b Orovlded may be used for ofadat communhatbn with the licences. Ilowev r errga addresses are public raerd. If you do not wish to applyapersonaladdress, 0ene prowl0a the pepornnent wAf+ an ema0 addresr whldr can be made tmlkble to the public To determbo V you are a licensee under Chapter455, F.S., pease dick h=L, product
Approval Accept= o®
Crcdkl
r::+rri SAFE
http://
www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsKvwgL5811h... 7/10/2015
MAX. SUCK WIDTH
MAX. SUCK WIDTH SEE TABLE 1
SEE TABLE 1 28-
78E 1r MAX. •—
MAXUCK WIDTH
lr
O.0 • S. SEE MAX. SEEEE TABLE 1
B. SEE MAX. SHEET 3 r r MAX,
SHEET 3 - - -- -•. - D. SEE 4- MAX. O.C. j` A. SEE
1TMAX - - SHEET SA. SEE
1 1
SHEET 31 1 r MAX.
SHEET 3
C. SEE jj SHEET4 T
EQUALLY 131S/16' MAX. O.C.
IPAED
Qo I 131r MAX. O.C.AN CX
v
ANCHOR I x
MAX.
BUCK I MAIL BUCK MAX. SUCK X
10' MAX. O.C. HEIGHT SEE HEIGHT SEE HEIGHT SEE Q— TABLE 1 I
X J"L TABLE 1 x AI
TABLE
1 FILIALLY
I / MAX O.C. _ 1
SPACEDX4I ANCHORS /
A
S Y / A
1113116' MAX O.0 • a bt?
NAIL fLt?
B
HNO ANGIORS AT SILL NO
ANCHOR$ AT SLL eO
r MAX.ELE
FOR TYP. EQUAL LEG FRAME ELEVATION FOR TYP. FLANGE FRAME, ELEVATION FOR TYP. FIN OR J-CHANNEL FRAM EQUAL-LITE CONFIGURATION PROVIEW/ORIEL CONFIGURATION EQUAL -LATE CONFIGURATION SIMILAR
ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS GENERAL
NOTES: SERIES 5460 NON -IMPACT RESISTANT VINYL
DOUBLE HUNG WINDOW 1)
THIS PRODUCT HAS BEEN DESIGNED It TESTED TO COMPLY WITH THE REQUIREMENTS
OF THE FLORIDA BUILDING CODE. 2)
ALL WOOD BUCKS LESS THAN 1-1Ir THICK ARE TO BE CONSIDERED IX INSTALLATIONS,
I X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLEO DIRECTLY TO
SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1.10- THICK OR GREATER 1X
AND 7X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS
TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY
OF TIE ENGINEER (EOR) OR ARCHITECT OF RECORD, (AOR 3)
ANCHOR EMBEDMENT TO BASE MATERIAL SWILL BE BEYOND WALL DRESSING OR
STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. INSTALLATION ANCHORS
SHOULD BE SEALED. OVERALL SEALING5IASHING STRATEGY FOR WATER
RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND
THE SCOPE OF THESE INSTRUCTIONS. 4)
MAIL 1/4' SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT
IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING
APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY
ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 5)
THE ANCHORAGE METHODS SHOWN HAVE BEEN OESIGNEOTO RESIST THE WBNOLOADSCORRESPONDINGTOTHEREQUIREDDESIGNPRESSURE. THE 331/
3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.
THE 1 A LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS
INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR
MATERIALS SMALL MEET THE REOUREMENTS OF THE FLORIDA BUILDING
CODE FOR CORROSION RESISTANCE. TAM
C.. Window
Buck Size Configuration Reinf. Laval
Design
Pressure Cerdfleation CAR)
Number WidthHeight9wI (-) PT 40'
63' Equal -Hite R4 50.0 50.0 190-1032 52-
1/9' 84- Equal-lite R1
50.0 50.0 190-1030 52-1/8' 75' Std. P1oView 52-
1/8' W-WS' Custom Sash 52-
1/8" 64' EquaNite R2
65.0 70.0 190.1031 52-1/8' 75' Std. PmView 52-
1/8' 88-3/8' Custom Sash 1070
TECHNOLOGY DRIVE N.
VENICE. FL 34275 941)-
480-1600 VINYL
OH WINDOW FPA (NON -IMPACT) GENERAL
NOTES & ELEVATIONS ' J ROSOWSKI Y
1:
8 01-
1-5460 1JI NTS 1 OF 4 g FPAS460.0 611 i .
No. 56'05 s-
O, A.
LYNN MILLER P.E.
Anchor Substrate Min. Edge
Distance
Min.
Embedment
OS79—
steel. 1" S.S.
ar 410 S.S.)
Max. 0P of 50.
0NAluminum,
P.T. Sculliern Pima (SOW.W Fir —
Sted, A36 w 0.050'
Steel Stud. A69 Gr. it 3W 0.0340- (20 Ga.)
luminum S007•TS 3W 0.0717' 14 Ga.
812 SMS
steel. 18S S.S.Ste'
or 410 S.S.)
uU%m Pins (SG-0.SS) W 18' 11Vr
A36 3W 0.060,
Stud, A653 Or. 33 3/6' 0.0348' (20 Ga.)
0053-T5 3/8 0.0717' 14 Ga.
3116' Ultraomuthem
slee)
Max. OP Of Mu
Pine (SO=0.5S) 7/ir Mir
rete (min. 2.85 ksi) 1' 13/6-
Ungmuted CMU, IASTM C-00 2-1/r
1/4• Ultraoon
sled)
P.T. Southem Pete (SG=0.55) 1• 13/8'
Concrete (min. 2.85 ksi) 1' 13/P
Ungrouted CMU, S7M C-00) 2-1?2 1-Ud'
Concrete min. Z85 ksi 2-1/Y 13y4•
1/4' Cmte.Flex
410 S.S.) 1
P.T. Soudwm Pine OR0.55 1' 13n8"
Concrete (min 3.35 ksi) 1' 13/4'
Un led CMU, STM C-00 2-1/r 1-114•
Concrete min.335ksi 2-1/2' 1--ye
1/4- Aggle Gatar
18-0 S.S.)
TClete min. 7.275 ksi 1-Ur Vr8
P.T. Southem Pins (S61s) it 1318'
Un ted CMU STM C-00 Y 1-1/d'
3(4' NW. r
1/8' ANNEALED OR _
TEMPERED GLASS
1/2' AIRSPACE
1/8' ANNEALED OR
TEMPERED GLASS
DURASEAL,
SUPERSPACER
OR CARDINAL
XL EDGE
T.RI F 1• .uPUAR! W , , r •a.
Air Substmin Min. Edge
Distance
Min
Embedment
2 i/2' i Common NW-1
Mace.x. OP of 50.0
al
O P.T. Southern Piro (SG=.55) B/16' 2.7/16'
2-112' x .131' Ring.ehsnk Na0 P T. SOLOMM Pine (SG=.55) Will. 2-7/16'
2.1/2' x .145' Roofing Nall P.T. Southem Pine (SG=.55) gI1G 2-7/16'
10 SMS
creel,
or 4100 SS..S..)) P.
T. Southem Piro (SG..55) 3/4' 1-W Alulldnurn.
6053-TS y6- 0 050' Steel
Stud. Gr. 33 3/8' 0.W46' (20 Ga.) Steel.
A36 3M. 0.050' ANCHOR
NOTES, 1)
nJNGROUTED CMU' VALUES MAY BE
USED FOR GROUTED CMUGE-TM 0 APPLICATIONS
w SIUCONI
2)
PANHEAD, FLATHEAD OR HEXHEAO
ARE ACCEPTABLE, 3)
ANCHOR LENGTH TO BE SO THAT EXTERIOR A
MIN. OF 3 THREADS EXTEND a BEYONDTHEMETALSUBSTRATE, TYR
GLAZING DETAIL REINFORCENT
TYPE A REINFORCENT
TYPE B REINFORCENT
TYPE C 3/
16' ANNEALED OR TEMPERED
GLASS 11'
NOM• 5/
16' A/A PV8 M'
NOM. A9' NOM. 5/
16' A/A PV8 318'
AIR SPACEffIV 7/16' AIR SPACE 3/8• AIR SPACE 3116'
ANNEALED OR ANNEALED OR 3/16'ANNEALED OR TEMPERED
GLASSTEMPERED GLASS TEMPERED GLASS OURASEAL,
DURASEAL, DURASEAL, SUPERSPACERSUPERSPACER
SUPERSPACER OR
CARDINALOR CARDINAL OR CARDINAL XL
EDGE XL EDGE XL EDGE GLAZING
TYPES Reinforcement
lower
Ute Bottom
Rail
Top
Rail
Bottom
Rail
Side
Rails
VeruteBBAAc
c A A A
A A N/A C"
Y PVB
INTERIAVER MANUFACTURED 0Y OUPONT INC. (AKA KURARAV AMERICA, INC.) C r' 1v c ' •; •Q i r
IlC 5Si25 A =
VINYLDHWINDOWFPA (NON -IMPACT) 12/13114 U %
J• cv, 3
GLASS/ANCHOR OPTIONS J ROSOWSKI CERT.
OFAI/TH.A4e2e6 a8 i•.•;n1pp• L`• 1070TECHNOLOGYDRIVEgN. VENICE. FL 34275 941 }
480 1600 III . } `'
L
P E. SOH-5460 NTS 2 OF 4 g FPA-5460.0 838R
EQUAL
LEG
FRAME
VERTICAL SECTION B-B
EDGE DISTANCE
EMBEDMENT
EMBEDMENT
EDGE
DISTANCE
OPT. SASH TOP
LIFT RAIL
OPT. SASH
1 BOTTOM LIFT
HANDLE
NO ANCHORS
REQUIRED IN
FLANGE OR
EQUAL -LEG
FRAME SILLS
SHOWN
INSTALLED
DIRECTLY TO
SUBSTRATE
BOTTOM
SASH
SHOWN
INSTALLED
THROUGH IX
BUCKST RIP
pCJU---•-•cIs
TOP
SASHJjEXTERIOR
FLANGE / P17/EQUALFRAME
LEGSHOWN
BUCK WIDTH FRAME
SHOWN
HORIZONTAL SECTION A -A
INSTALLATION NOTES:
1) SEE SHEET 1 FOR SPACING REQUIREMENTS,
2) SEE TABLE(S) ON SHEET 2 FOR ANCHORAGE AND
SUBSTRATE REQUIREMENTS.
3) MAX. SHIM THICKNESS TO BE 1/4-.
4) GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES
ONLY AND MAY DIFFER TO MEET DESIGN
REQUIREMENTS.
5) FIN ANDIOR FLANGE MAY BE REMOVED TO CREATE
OTHER FRAME TYPES.
EMBEDMENT
17
EDGE
DISTAN(
INSTALLATION THROUGH EXTERIOR
THE FRAME. INTO METAL . , • I I . ,.
No. 5<.715
VINYL DH WINDOW FPA (NON -IMPACT) 8 12/13/14
FLANGE & EQUAL-LEG/BOX FRAMES e m J ROSOWSKI
CERT. OFAUTH.A79288 h8 ` /Gti... G,•;
1070 TECHNOLOGY DRIVE a $ N. VENICE, FL 34275
941 }480-1800 OH-5480 NTS1'61 3 OF 4' g FPAS460.0 0' ? A LYNN MILLER• P.E
v E 6lTOS
SHOWN INSTALLED
THROUGH THE
FRAME
FIN FRAME
SHOWN
BUCK
iEXTERIOR
J-CHANNEL
FRAME
SHOWN
EDGE DISTANCE
EMBEDMENT
1114' MAX SHIM
6 1J
LIFT. SASH TOP
LIFT RAIL
OPT. SASH
BOTTOM LIFT
PAL
EDGE
DISTANCE
L
U MAX
L )LJpl_JLJ-- SHIM
0
IUM
EDGE
SHOWN DISTANCE
INSTALLED
THROUGH EDGE
THE DISTANCE
INTEGRAL FIN —
EMBEDMENT T
VERTICAL SECTION D-D
SHOWN INSTALLED SNOWN INSTALLED
THROUGH THE THROUGH THE
FRAME INTEGRAL FIN
BUCK WIDTH
HORIZONTAL SECTION C-C
114' MAX SHIM -I r 1/4' MAX. SHIM
EMBEDMENT
I
INSTALLATION NOTES,
1) SEE SHEET 1 FOR SPACING
REQUIREMENTS.
2) SEE TABLES) ON SHEET 2 FOR
ANCHORAGE AND SUBSTRATE
REQUIREMENTS.
3) MAX SHIM THICKNESS TO BE 1N'.
4) GLASS SHOWN IS FOR
ILLUSTRATIVE PURPOSES ONLY AND
MAY DIFFER TO MEET DESIGN
REQUIREMENTS.
S) FIN AND/OR FLANGE MAY BE
REMOVED TO CREATE OTHER
FRAME TYPES.
FRAME
EXTERIOR SHOWN e
FIN
r
r0
FRAME
EXTERIORR SHOWNQe
INSTALLATION THROUGH
THE FRAME, INTO METAL INSTALLATION THROUGH THE
INTEGRAL FIN, INTO METAL
VINYL DHWINDOW FPA(NON-IMPACT) $ 12/13/14 4 ` c•
s;cc• J-
CHANNEL & INTEGRAL FIN FRAMES Vim' J ROSOWSKI 6, MT.
OFAM- AR92B6 F8 F<C:aO^ • 1070TECHNOLOGY DRIVE
N. VENICE. FL
34275 C s 941)- 8 1600NDH-6460 NTS E S 4 OF4 FPA-UN.0 h$ A LYNN MILLER. P E PE46am
Page I of 5
RegulationBusiness & Professional
1 J'- ,r.r,,,., rimrc r r mrMNODp' V' "~ BCIS Home Lop In I User Registration Hot Topics I Submit Surcharge Stats S Facts Publications I FBC Staff I BCIS Site Map I Links I SearchBusines
Professi -al OUSER: Public User
roval
Regulation
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #
FL5012-R15
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 PGT Industries
Address/Phone/Email 1070 Technology Drive
Nokomis, FL 34275
941) 486-0100 Ext 22318
druark@pgtindustries.com
Authorized Signature Jens Rosowski
JrosowskiOpgtindustries. com
Technical Representative Jens Rosowski
Address/Phone/Email 1070 Technology Drive
Nokomis, FL 34275
941)486-0100 Ext21140
jrosowsklOpgtindustries. com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Fixed
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications, Inc.
Validated By Steven M. Urich, PE
Validation Checklist - Hardcopy Received
Referenced Standard and Year (of Standard) Standard
Year
AAMA 506
2008
AAMA/WDMA/CSA 101/IS2/A440 2011
AAMA/WDMA/CSA 101/IS2/A440 2005
AAMA/WDMA/CSA 101/IS2/A440 2008
ASTM E1886 2005
ASTM E1996 2012
ASTM E283 2004
ASTM E330 2002
Equivalence of Product Standards
Certified By
10/7/2015
Page 2 of 5
Product Approval Method Method 1 Option A
Date Submitted 06/11/2015
Date Validated 06/19/2015
Date Pending FBC Approval
Date Approved 06/27/2015
Summary of Products
FL # Model, Number or Name Description
5012.1 FCA - 440 Vinyl Fixed Casement
Limits of Use
Approved for use In HVHZ: No Certification Agency Certificate
Approved for use outside HVHZ: Yes FL5012 R15 C CAC 190-795Cno pdf
FL5012 RIS C CAC ion_?osfeo ,;,f
Impact Resistant: No
Design Pressure: N/A Quality Assurance Contract Expiration Date
Other: Please see the Installation Instructions for design
10/28/2015
Installation Instructions
Pressure, size and anchorage information. FL5012 R15 11 F -A-440 odf
Verified By: A. Lynn Miller, PE 58705
Created by Independent Third Party: No
Evaluation Reports
FL5012 R15 AE FCA-440 Eyaluation,od
Created by Independent Third Party: No
5012.2 FCA - 540 WinGuard Vinyl Fixed Casement
Limits of Use
Approved for use in HVHZ: No Certification Agency Certificate
Approved for use outside HVHZ: Yes FL5012 RIS C CAC 190-2701Ceo n,,f
FL5012 RIS C CAC 190-795CAR.DdfImpactResistant: Yes FLS012 R15 C CACDesignPressure: N/A
Other: Please see the Installation Instructions for design
190 7 6 eR Ddf
Quality Assurance Contract Expiration Date
10/28/2015
pressure, size and anchorage information. Installation Instructions
FL5012 R15 11 FCA-540 Ddf
Verified By: A. Lynn Miller, PE 58705
Created by Independent Third Party: No
Evaluation Reports
EL5012 R15 AE FCA-540 Evaluation,pd
Created by Independent Third Party: No
5012.3 FCA - 640 Aluminum Fixed Casement
Limits of Use
Approved for use In HVHZ: No Certification Agency Certificate
FL5012 R15 C CAC CAPW-640
Approved for use outside HVHZ: Yes Certifications, Ddf
Quality Assurance Contract Expiration DateImpactResistant: No 02/25/2019
Design Pressure: N/A
Other: Please see the Installation Instructions for design Installation Instructions
FL5012 R15
Pressure, size and anchorage information.
II FCA-640 Ddf
Verified By: A. Lynn Miller, PE 58705
Created by Independent Third Party: No
Evaluation Reports
FL5012 RIS AE Fr A-640 Evaluation Ddf_
Created by Independent Third Party: No
5012.4 FCA-5440 EnergyVue Vinyl Fixed Casement Window
Limps of Use
Approved for use In HVHZ: No Certification Agency Certificate
Approved for use outside HVHZ: Yes FL5012 R15 C CAC PW-5440 Certification, Ddf
Quality Assurance Contract Expiration DateImpactResistant: No 07/29/2018
Design Pressure: N/A
Other: Please see the Installation Instructions for design
Installation Instructions
FL5012
Pressure, size and anchorage information.
RIS 11 FCA-5440 Ddf
Verified By: A. Lynn Miller, P.E. 58705
Created by Independent Third Party: No
Evaluation Reports
FL5012 RIS AE FCA-5440 Eval ,arinn nrlf
Created by Independent Third Party: No
5012.5 FCA-5540 WinGuard Vinyl Fixed Casement Window
Limits of Use
Approved for use In HVHZ: No Certification Agency Certificate
Approved for use outside HVHZ: Yes FL5012 R15 C CAC PW-5540 Certification. odf
Quality Assurance Contract Expiration DateImpactResistant: Yes 08/12/2018
Design Pressure: N/A
Other: Please see the Installation Instructions for design
Installation Instructions
FL5012 R15 II
pressure, size and anchorage information.
FCA-5540 odf
Verified By: A. Lynn Miller, P.E. 58705
Created by Independent Third Party: No
Evaluation Reports
10/7/2015
Page 3 of 5
5012.6 1 PW - 220
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: Please see the Installation Instructions for design
Pressure, size and anchorage information.
5012.7 1 PW - 420
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: Please see the Installation Instructions for design
Pressure, size and anchorage information.
5012.8 1 PW - 520
Limps of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: Please see the Installation Instructions for design
Pressure, size and anchorage information.
5012.9 1 PW-2100
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: Please see the Installation Instructions for design
Pressure, size and anchorage information.
5012.10 1PW-2160
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: Please see the Installation Instructions for design
Pressure, size and anchorage information.
5012.11 1 PW-2200
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: Please see the Installation Instructions for design
pressure, size and anchorage information.
FL5012 R15 AE F A-5540 Evaluation.of
Created by Independent Third Party: No
Aluminum Fixed Window
Certification Agency Certificate
FL5012 R15 C CAC F-2 0 Certification df
Quality Assurance Contract Expiration Date
10/24/2017
Installation Instructions
FL5012 R15 II F-220ndf Verified
By: A. Lynn Miller, PE 58705 Created
by Independent Third Party: No Evaluation
Reports FL5012
R15 AE F-220 Evalua ion odf Created
by Independent Third Party: No Vinyl
Fixed Window Certification
Agency Certificate FL5012
R15 C CA F-4 n Certirication.odf Quality
Assurance Contract Expiration Date 08/
01/2017 Installation
Instructions FL5012
R15 II F-420 odf Verified
By: A. Lynn Miller, PE 58705 Created
by Independent Third Party: No Evaluation
Reports FL5012
R15 AE F-4 0 valuat•n df Created
by Independent Third Party: No WinGuard
Vinyl Fixed Window Certification
Agency Certificate FL5012
R15 C CAC I ertificafinnc Pyy 57 Quality
Assurance Contract Expiration Date 08/
15/2016 Installation
Instructions FL5012
R15 II F-520 odf Verified
By: A. Lynn Miller, PE 58705 Created
by Independent Third Party: No Evaluation
Reports FL5012
R15 AE F-570 Fvaluation.ndf Created
by Independent Third Party: No Vinyl
Fixed Window with Integral Nailing Fin Certification
Agency Certificate FL5012
R15 C CAC CertificatLQ0 pW-2100 Qdf Quality
Assurance Contract Expiration Date 01/
25/2016 Installation
Instructions FL5012
R1S II F-2100 ndf Verified
By: A. Lynn Miller, P.E. 58705 Created
by Independent Third Party: No Evaluation
Reports FL5012
R15 eF F_2100 Fvaluatior. pdf Created
by Independent Third Party: No Vinyl
Fixed Window with Integral Nailing Fin Certification
Agency Certificate FL5012
R1S C CAC rtifirat n pu 2160 odf Quality
Assurance Contract Expiration Date 01/
25/2026 Installation
Instructions FL5012
R15 II F- 160 ndf Verified
By: A. Lynn Miller, P.E. 58705 Created
by Independent Third Party: No Evaluation
Reports FL5012
R15 AE F-2160 Evaluationpdf Created by
Independent Third Party: No Vinyl Fixed
Window Certification Agency
Certificate FL5012 R15
rer 1 0 70grnp ds Quality Assurance
Contract Expiration Date 10/14/
2015 Installation Instructions
FL5012 R15
II F- 200 ndf Verified By:
A. Lynn Miller, P.E. 58705 Created by
Independent Third Party: No Evaluation Reports
10/7/
2015
Page 4 of 5
IFL5012 RIS AE F- 200 Fval ,ation odf
Created by Independent Third Party: No
5012.12 PW-2260 Vinyl Fixed Window
Limits of Use
Approved Approved for use in HVHZ: No Certification Agency Certificate
Approved for use outside HVHZ: Yes FL5012 RIS C CAC 1 0-710 AR pdfFL5012R15CCAC190-711CAR.odfImpactResistant: No
Design Pressure: N/A Quality Assurance Contract Expiration Date
Other: Please see the Installation Instructions for design
10/14/2015
Installation InstructionsPressure, size and anchorage information. FL5012 RI5 II F-2260 pdf
Verified By: A. Lynn Miller, P.E. 58705
Created by Independent Third Party: No
Evaluation Reports
FL5012 R15 AE F-2 60 valuation odf
Created by Independent Third Party: No
5012.13 1 PW-2720
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: Please see the Installation Instructions for design
Pressure, size and anchorage information.
5012.14 1PW-2820
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: Please see the Installation Instructions for design
pressure, size and anchorage information.
5012.25 1 PW-3020
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: Please see the Installation Instructions for design
Pressure, size and anchorage information.
Premiervue Vinyl Fixed Window
Certification Agency Certificate
FL5012 R15 C CAC Certifica i n PW-2720 odf
Quality Assurance Contract Expiration Date
05/30/2016
Installation Instructions
FL5012 R15 II F-27 n pdf
Verified By: A. Lynn Miller, P.E. 58705
Created by Independent Third Party: No
Evaluation Reports
FL5012 RIS AE F-720 e _ _ _ _ id
Created by Independent Third Party: No
Premiervue Vinyl Fixed Window
Certification Agency Certificate
FL5012 RIS C CAC Certifications PW 2820 odf
Quality Assurance Contract Expiration Date
O1/28/2016
Installation Instructions
FL5012 R15 II PW-28 n Ddf
Verified By: A. Lynn Miller, P.E. 58705
Created by Independent Third Party: No
Evaluation Reports
FL5012 R15 AE F-2820 Evaluation.pcif
Created by Independent Third Party: No
Architectural Systems Aluminum Fixed Window
Certification Agency Certificate
FL5012 R15 rrer Certifi atlons PW aro0 odf
Quallty Assurance Contract Expiration Date
09/11/2016
Installation Instructions
FL5012 R15 II F-3020 odf
Verified By: A. Lynn Miller, PE 58705
Created by Independent Third Party: No
Evaluation Reports
F_L5012 R15 AE F-3020 Fval ation odf
Created by Independent Third Party: No
5012.16 PW-5420 EnergyVue Vinyl Fixed Window
Limits of Use
Approved for use In HVHZ: No Certification Agency Certificate
FL5012 R15 rer
Approved for use outside HVHZ: Yes
Impact Resistant: No
pW- q20 C rtifi ation odf
Quality Assurance Contract Expiration Date
Design Pressure: N/A 07/29/2018
Installation InstructionsOther: Please see the Installation Instructions for design FL5012 RIS II F-5420 .,dfPressure, size and anchorage Information. Verified By: A. Lynn Miller, P.E. 58705
Created by Independent Third Party: No
Evaluation Reports
FL5012 R15 AE F 5420 Evaluation,pdf
Created by Independent Third Party: No
5012.17 1PW-5520
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: Please see the Installation Instructions for design
pressure, size and anchorage information.
WlnGuard Vinyl Fixed Window
Certification Agency Certificate
FL5012 RIS C CAC PW-5520 Prtification odf
Quality Assurance Contract Expiration Date
08/12/2018
Installation Instructions
FL5012 RIS II F-5520.,df
Verified By: A. Lynn Miller, P.E. 58705
Created by Independent Third Party: No
Evaluation Reports
10/7/2015
GENERAL NOTES: SERIES 5420
NON -IMPACT RESISTANT, VINYL FO(ED
WINDOW
1) THIS PRODUCT HAS BEEN DESIGNED i TESTED TO
COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
BUILDING ODOE.
2) ALL WOOD BUCKS LESS THAN I •IIr THICK ARE TO BE
CONSIDERED 1X INSTALLATIONS, 1X WOOD BUCKS ARE
OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.
WOOD BUCKS DEPICTED AS 2X ARE 1.1Q' TN= OR
GREATER. IX AND ZX BUCKS (WHEN USED) SHALL BE
DESIGNED TO PROPERLY TRANSFER LOADS TO THE
STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS
THE RESPOHSISILnY OF THE ENGINEER. (EOR) OR
ARCHITECT OF RECORD. (AD%
3) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE
BEYOND WALL ORESSING OR STUCCO. USE ANCHORS OF
SUFFICIENT EMBEDMENT. INSTALLATION ANCHORS SHOULD
BE SEALED. OVERALL SEALINGIFIASHWG STRATEGY FOR
WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY
OTHERS AND IS BEYOND THE SCOPE OF THESE
INSTRUCTIONS.
4) MAX. Ir4' SHIMS ARE REQUIRED AT EACH ANCHOR
LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE
SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING
APPLIED LOADS. W0W BUCKS, BY OTHERS, MUST BE
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON
THEM BY THE WINDOW.
5) THE ANCHORAGE METHODS SHOWN HAVE BEEN
DESIGNED TO RESIST THE WINOLOADS CORRESPONDING TO
THE REQUIRED DESIGN PRESSURE. THE 33•10% STRESS
INCREASE WAS NOT BEEN USED IN THE DESIGN OF THIS
PRODUCT. THE IS LOAD DURATION FACTOR WAS USED FOR
THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS
SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING
OOOE FOR CORROSION RESISTANCE.
MAX BUCK WIDTH SEE TABLE I MAX. SUCK W10TH SEE TABLE 1
S. SEE •1-- IF MAX O.C. Nr MAX. 0. BEE -+1 s- MAX O.C. r r MAx
SHEET 3 I SHEET4 I 11
I
A. SEE C. SEE
SHEET) / SHEET4 /
A C
MAX BUCK / MAX. BUCK
HEIGHT, SEE HEIGHT, SEE
1S' MAx
TABLE 1 TABLE I
OC
4
r
I
0 LL --------
B or MAx -- 4 ( - O r MAX. -
TYP. EQUAL-LEGIBOX 3 FLANGE TYP. INTEGRAL FIN 3 J-CHANNEL
FRAME (SHAPES SIMILAR) FRAME (SHAPES SIMILAR)
Window Buck Size Design Pros=* Ca Mcatlon
CAR) NumbsTWidthHeightpdpd
120' 60' 70.0 70.0 190.1017
96' 63• 50.0 50.0 190.1011
SHAPES MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING
DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLE ON THIS SHEET.
it
F VINYL FIXED WINDOW FPA (NON -IMPACT) 8 12113f14 : •k : N=• LIIi05
GENERAL NOTES 8 ELEVATIONS J ROSOWSKILu 10
CERT.
OFAUTH.eZB2eB a
h. ,mac •.......• .. 1070
TECHNOLOGY DRIVE ,; ?IOt OAL,.' N.
VENICE. FL 34275 8
941)-
460.1600 A PW-S420 NTS 1 OF 4 FPA-5420.0 f LYP E
NR
PE.
urunec iucru i cn tver• ry m uc
Andw SubWay
Min. Edge
Oldsnae
on.
8nbedment
steel. 1" S.S.
or 410 S.S.)
Max. OP of SILO
ou e ) t
Steil. A36 31r 0.050'
Steel Stud, A853 Gr. 33 3W 0.0348'
Aluminum 608345 ale' 0.0713' 14 Go.
012 SMS
seal. tab S.S.
or 410 S.S.)
P.T. Souftm Pine (SO-0.55) 9118' 1yr
Sted, ASS 3/r 0.0w
Stem Stud. A053 Gr. M 3W 0.034r (20 Ga.)
Aluminum, 6001.145 3W 0.0713' 14 Ga
311r Ultnim
stem)
Max. UP of Wo
P.T. Soulkem Pine 0.0.55) 7/1r 1yr
Oont:Rb (m1.t 285 kd 1' 1yr
U Bed CMU, STM C80 21rr 1-Vr
1/4' Ulwm
steep
P.T. Soudwn Pine (SGsM5 1' 1yr
Cont:Ieta (min. Z85 kd) 1' I- r
Unoouted CMU. (AS 1M t:90) 2.1rr 1-V4r
Conolete o.2.85kd 2-Vr 1y4•
Of CM10,44"
410 S.S.)
P.T. Soumego. Phe G!0. 1' iyr
Ool4mto (min. 3.35 ksi) 1' 1.9/r
Unpmtsd CMU, (ASTM C80 2 Vr 1-114*
Omcmte in. 135 ksl 2-1/r 1 yr
1/1' Apgls Qator
Comcmb . 3275 ks
P.T. Souttlem Pine G-0.55
1-Vr
1'
tyr
1yr
UngmsotedCMU STM C40L r 1-Vr
a II II on GLASS
OR DOW 791 SILICONE
TYP. GLAZING DETAIL
VISIBLE LIGHT FORMULAS
WIDTH: BUCK WIDTH - "19' IHEIGHT: BUCK HEIGHT • 4bl18'
VISIBLE LIGHT WIDTH OR HEIGHT
ALSO REFERRED TO AS DAYLIGHT
OPENING) IS MEASURED FROM
BETIDING TO BEADING,
Attdla SuOstrab
Min. Edge Min.
Okbnw EmWdment
2-1/2' x .131' Common N31 P.T. Soud m Pine (SG2.55) 9/1r 2.7/16'
Max. OP of $0.0
2.1? x .131' Ringeh1N11 NW P.T. Soulham Pine (SG-.55) 9116' 2-7116'
2-W x .14 V Roo&V Neil P.T. Soullmn Pine (SG=.55) 9116' 2-7116'
P.T. Southern Pine (SG-.55) 314'
go.ow
010 SMS Akm*v^ 0083 T5 3W
eted,
0 S.
S.S.
or 410 S.S.) Stem Stud, Gr. 33 3W Ga.)
Sted. A38 3/r
ANCHOR NOTES:
Ulu ROUTED CMU' VALUES MAY
BE USED FOR GROUTED CMU
APPLICATIONS
2) PANHEAD. FLATHEAD OR HEXHEAD
ARE ACCEPTABLE. 3)
AN04DR LENGTH TO BE $0 THAT A
MIN. OF 3 THREADS EXTEND MOND
THE METAL SUBSTRATE. 118'
ANNEALED OR _ TEMPERED
GLASS S/
8' AIR SPACE . 118'
ANNEALED OR TEMPERED
GLASS DURASEAL,
SUPERSPACER
OR
CARDINAL XL
EDGE 1
7/e' NON. I- Tar
NOM. 5116'
A/A PVB — 7liar
AIR SPACE 1/
8' ANNEALED OR TEMPERED
GLASS OURASEAL.
SUPERSPACER
OR
CARDINAL XL
EDGE 5116'
A/A PVB — 3/
8' AIR SPACE 3116'
ANNEALED OR TEMPERED
GLASS DURASEAL.
SUPERSPACER
OR
CARDINAL XL
EDGE 7AP
NOM. 7/
a' NON. I
1'
NON. I
3116'
ANNEALED OR 114' ANNEALED OR TEMPERED
GLASS TEMPERED GLASS 1/
r AIR SPACE 1/r AIRSPACE 3116'
ANNEALED OR 1/4' ANNEALED OR TEMPERED
GLASS TEMPERED GLASS DURASEAL.
OURASEAL. SUPERSPACER
SUPERSPACER VN
ORCARDINALORCARDINALXL
EDGE XL EDGE GLAZING
TYPES PVB
INTERLAYER MANUFACTURED BY DUPONT INC. (AKA KURARAY AMERWA WC.) a
VINYL FIXED WINDOW FPA (NON -IMPACT) ' 12/13f14 d
GLASS/ANCHORS OPTIONS • J ROSOWSKI is
1070
TECHNOLOGY DRIVE Wig` N.
VENICE. FL 34275 941
H80-1600 t PW 5420 11 NTS 2 OF 4 f FPA-5420.0 STATE
0. A.
LYNN MILLER P E. P.
Ef som
EDGE DISTANCE
FLANGE
FRAME r
SHOWN L
c
SUCK
meow
I EXTERIOR
a
EOUAL-
LEGS
FRAME
SHOWN
C
EMBEDMENT
i L
SHOWN EDGE
INSTALLED DISTANCE
THROUGH /X
SUCKSTRIP -
71V THICK 1.0
1' THICK I.G.
SHOWN
I llll INSTALLED
aaECnr To
SUBSTRATE
It,iP,/iceVERTICAL
SECTION B-8 FLANGE
EXTERIOR FRAME
n SHOWN ,
V BUCK
WIDTH HORIZONTAL
SECTION A -A SHOWN
INSTALLED
THROWN
1X EOUAL-
LEGIBOX
FRAME
SHOWN
EMBEDMENT
EDGE
SHOWN
i U INSTALLATION NOTES - INSTALLED
DIRECTLY
1) SSHEET 1 FOR SPACING REQUIREMENTS. EE METAL1)
SEE TABLETS) ON SHEET 2 FOR ANCHORAGE AND SUBSTRATE REQUREMENTS, SUBSTRATE 3)
MAX SHIM THICKNESS TO BE Or. 4) GLASS
SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REOUI Q
EMENfS.
S)
FIN
AND/OR FLANGE MAY BE REMOVED TO CREATE OTHER FRAME TYPES. 00 FLANGE
FRAME
SHOWN
EDGE
DISTANCE
VINYL- FIXED
WINDOW FPA (NON -IMPACT) 8 12/19/14 C = FLANGE & EQUAL-
LEGA30X FRAMES a J ROSOWSKI lam ..• ; CERT.
OFAtILfl.
d2Y7BB a8 c•U/Q?Ii 1.C\ 1070 TECHNOLOGY
DRIVE gal N. VENICE,
FL 34275 e 941 "80-
1600 i PW-5420 NTS 3 OF 4 FPA-5420.0 k, 1 A. L M5 P.E.
SHOWN
INSTALLED
THROUGHEMBEDMENT SHOWN INSHOWNTALLEDSTALLED EDGE DISTANCE I•-
INTEGRAL FM INSTALLED
I
EMBEDMENT {
aL":
THROUGH
THROUGH
E1THEFRAMEINTEGRAL FIN
FRAME
oe lELEDGEDISTANCESHOWNIDEDGEISTAN1QI;(1 I
euac
EIGHT
FIN
FRAME
00 N"-
7;
TICK I.O. FRAME SHOWN
E-
XTEFWRSHOWN
BUCK
WIDTH HORIZONTAL
SECTION C-C INTEGRAL
FII
LLFRAME
foSHOWNEXTERIOR
10 INSTALLATION
THROUGH
THE FRAME.
INTO METAL SHOWN ID
INSTALLATION
THROUGH
THE INTEGRAL FIN.
INTO METAL INSTALLATION NOTES:
1) SEE
SHEET 1 FOR SPACING 2) SEE
TABLES) ON SHEET 2 FOR ANCHORAGE AND
SUBSTRATE REOUIREMENTS. 3)
MAX.
SHIM TNRYWESS TO SE 1N-. 4) GLASS
SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY
AND MAY DIFFER TO MEET DESIGN REOUIREMENTS.
S) FIN
ANWOR FLANGE MAY SE REMOVED TO CREATE OTHER
FRAME TYPES THROUGH U \
11
t:
I'1.1t't U THE
FRAME. J•L lYiI.'! FRAME -'. VINYL
FIXED WINDOW FPA (NON -IMPACT) $ 12/13/14 SHOWN p
EMBEDMENT 3-CHANNEL &
INTEGRAL FIN FRAMES , J ROSOWSKI r '. o IS TATr ru`'
A
61 _15 `v; EDGEDISTANCEFF CERT.
OFAUTTI.42D2Y6 a8 ., a.t_a..'`tia. 1070 CHNOLOGYDRNE
VERTICAL SECTION
D-D N. VENIag` ,.L N.
ENICE,
FL
34275 - "' • 941}480 1600
PW-5420 JS NTS 4 OF 4 0 FPA-5420.0 : 9 A YNN rMRLER PA.
Page 1 of 3
liBusiness . Professional Regulation
ORrluRlaNPTM1i(d BCIS Home I Log In I User Registration Not Topics I Submit Surcharge I stats !1 Facts I Publications I FBC Staff I scis Site Map I Links I Search IBusines
ProfessiPaI OUSIM:Product Approval
Public User
Regulation
LIMM Product Approval Menu > product or Application Search > Application List > Application Detail
FL *
FL1844-R19
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 O
Product Manufacturer PGT Industries
Address/Phone/Email 1070 Technology Drive
Nokomis, FL 34275
941) 486-0100 Ext22318
dru a rkOpgti ndustries. com
Authorized Signature Jens Rosowski
jrosowski@)pgtindustries.com
Technical Representative Jens Rosowski
Address/Phone/Email 1070 Technology Drive
Nokomis, FL 34275
941)486-0100 Ext21140
jrosowskl@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Horizontal Slider
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications, Inc.
Validated By Steven M. Urich, PE
Validation Checklist - Hardcopy Received
Referenced Standard and Year (of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440 2011
AAMA/WDMA/CSA 101/I.S.2/A440 2005
AAMA/WDMA/CSA 101/I.S.2/A440 2008
ASTM E-1886 2005
ASTM E-1996 2012
ASTM E-283 2004
ASTM E-330 2002
Equivalence of Product Standards
Certified By
10/7/2015
Page 2 of 3
Product Approval Method Method 1 Option A
Date Submitted 06/11/2015
Date Validated 06/19/2015
Date Pending FBC Approval
Date Approved 06/27/2015
FL 4 I Model, Number or Name
1844.1 1 HR - 210
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: Please see the Installation Instructions for design
pressure, size and anchorage information.
Description
Aluminum Horizontal Roller Window Slip -On Nailing Fin
Certification Agency Certificate
FLIS44 R19 C CAC Certification HRI 10 odf
Quality Assurance Contract Explratlon Date
01/10/2016
Installation Instructions
FL1844 R19 li HR-210 odf
Verified By: A. Lynn Miller, PE 58705
Created by Independent Third Party: No
Evaluation Reports
FL1844 R19 AE NR-210 Eval„a 1 df
Created by Independent Third Party: No
1844.2 HR - 410 Vinyl Horizontal Sliding Window
Limps of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: Please see the Installation Instructions for design
Pressure, size and anchorage information.
Certification Agency Certificate
FLIB44 R19 C CAC MR- 410 jd ffi0 i Af
Quality Assurance Contract Expiration Date
01/29/2016
Installation Instructions
FL1844 R19 II HR-410 odf
Verified By: A. Lynn Miller, PE 58705
Created by Independent Third Party: No
Evaluation Reports
FL1844 R19 AE HR-410 va l„atinn -At
Created by independent Third Party: No
11844.3 I HR - 510 WinGuard Vinyl Horizontal Slidino Window
Limps of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: Please see the Installation Instructions for design
Pressure, size and anchorage information.
Certification Agency Certificate
FL1844 R19 C CACHR- enification.ndf
Quality Assurance Contract Expiration Date
11/19/2015
Installation Instructions
FL1844 R19 II HR-510 odf
Verified By: A. Lynn Miller, P.E. 58705
Created by Independent Third Party: No
Evaluation Reports
FLIS44 R19 AE HR-510 Evaluation.ocif
Created by Independent Third Party: No
1844.4 HR-2110 Vinyl Horizontal Roller with Integral Nailing Fin
Limits of Use
Approved for use In HVHZ: No Certification Agency Certificate
FLIS44 R19 C CAC
Approved for use outside HVHZ: Yes
Impact Resistant: No
Certification HR 110 dfQualityAssuranceContractExplratlonDaoteDesign
Pressure: N/A 02/
21/2016 Installation
Instructions Other: Please see the Installation Instructions for design FL1844 R19 If HR-2110 odf Pressure,
size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created
by Independent Third Party: No Evaluation
Reports FL1844
R19 AE val„afinn n.1f Created
by Independent Third Party: No 11844.
5 I HR-2210 Vinyl Horizontal Roller Limits
of Use Approved
for use in HVHZ: No Approved
for use outside HVHZ: Yes Impact
Resistant: No Design
Pressure: N/A Other:
Please see the Installation Instructions for design Pressure,
size and anchorage information. Certification
Agency Certificate FL1844
Rig C CAC Certification odf Quality
Assurance Contract Expiration, Date 10/
22/2015 Installation
Instructions FL1844
R19 II HR- 210 pdf Verified
By: A. Lynn Miller, P.E. 58705 Created
by Independent Third Party: No Evaluation
Reports FL1844
R19 AE HR-2210 Evaluation odf Created
by Independent Third Party: No 1844.
6 I HR-2710 IPremiere Vinyl Horizontal Roller 10/
7/2015
Page 3 of 3
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: Please see the Installation Instructions for design
Pressure, size and anchorage Information.
Certification Agency Certificate
Quality Assurance Contract Expiration Date
07/18/2016
Installation Instructions
FL1844 R19 II HR-2710 odf
Verified By: A. Lynn Miller, P.E. 58705
Created by Independent Third Party: No
Evaluation Reports
FLIB44 R19 AE HR-2710 vwlrratinn .df
Created by Independent Third Party: 'No
11844.7 I HR-2810 Premiere Vinyl Horizontal Roller
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: Please see the Installation Instructions for design
pressure, size and anchorage information.
1844.8 1 HR-5410
Limps of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: Please see the Installation Instructions for design
Pressure, size and anchorage information.
Certification Agency Certificate
FL3844 R19 C GGC HR- 810 artifi -lion d odf
Quality Assurance Contract Expiration Date
07/18/2016
Installation Instructions
FL1844 R19 II HR-2810 odf
Verified By: A. Lynn Miller, P.E. 58705,
Created by Independent Third Party: No
Evaluation Reports
FL1844 R19 AE HR-2810 Eval a[ion odf
Created by Independent Third Party: No
EnergyVue Vinyl Horizontal Roller
Certification Agency Certificate
FLI844 R19 C CAC Certification Swim H .df
Quality Assurance Contract Expiration Date
12/11/2018
Installation Instructions
FL1844 R19 II HR-satin nrdf
Verified By: A. Lynn Miller, P.E. 58705
Created by Independent Third Party: No
Evaluation Reports
FL1844 R19 AE HR-5410 Evalu rinr r„df
Created by Independent Third Party: No
11844.9 I HR-5510 I WinGuard Vinyl Horizontal Roller
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: Please see the Installation Instructions for design
pressure, size and anchorage information.
Certification Agency Certificate
FLI844 R19 C CAC ertificatI n 55101HR odf
Quality Assurance Contract Expiration Date
12/11/2018
Installation Instructions
FL1844 R19 II HR-5 10 odf
Verified By: A. Lynn Miller, P.E. 58705
Created by Independent Third Party: No
Evaluation Reports
FL1844 R19 AE HR-5 10 Evaluation odf
Created by Independent Third Party: No
Back No-t
The State of Florida Is an WEED employer. Copyright 2007.2011 Clete of Florida :: Privacy Statement : • Acc&sllbility 5 ar.,...wr •. Refund Statement
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Product Approval Accepts:
M
Cre -I AFE
10/7/2015
1 K4 / a Az eucK DtTH
SEE TABLE
SHEET 3
r--
L*AX BUCK
HEIGHT SEE
TABLE I
A SEE
SHEET
3
X O I
i
Je• L1AX.
Q-WrLIAX.O.C. --I
ELEVATION FOR TYP. EOUAL LEG/BOX
d FLANGE FRAME,
XO CONFIGURATION. OX SIMILAR
2 ANCHORS @ 6• MAX O.C. IF THE WINDOW BUCK HEIGHT IS 67 OR LESS.
4 ANCHORS @ s• a1AIL O.C. IF THE WINDOW BUCK HEIGHT IS OVER 67.
IT MAX.0 C IF THE VAMDOW BUCK HEIGHT IS 67 OR LESS — 1AX. BUCK WIDTH SEE TABLE I
IC MAX O.C. IF THE WUTDOY BUCK HEIGHT IS OVER G7.
16.94' 6•
L1AX. O.C. L MAX
LMM.. BUCK WIDTH SEE TABLE t - I B. SEE I — t2.57 D.C. I - ET J 1 L1AX.0 C.
O. SEE SHEET A
SHE
M1'JVI.
HEIG
IN
24
Lu
A- T. .
MAX.
7i
DC
1 MAX BUCK
HEIGHT SEE
TABLE I
C A. SEE
SHEET
I
I
I
x O x
g mx. — i
e'TAM —1
o..,,, ..... z-ner van.
ELEVATION FOR TYP. FIN OR J .CHANNELFRAME,
XO CONFIGURATION, OX 8 XOX SIMILAR
GENERAL NOTES: SERIES 5410 NON -IMPACT RESISTANT,
VINYL HORIZONTAL ROLLER
II THIS PRODUCT HAS BEEN DESIGNED 6 TESTED TO COV.PLY WITH THE
REOUIRELF.EMS OF THE FLORIDA BUILDING CODE.
2)ALL WOOD BUCKS LESS TWIN I•I/rA THICK ARE TO DE CONSIGEREO IX
INSTALLATIONS, IX W000 BUCKS ARE OPTIONAL IF UNIT IS INSTALLED
DIRECTLY TO SUBSTRATE. VMOO BUCKS DEPICTED AS 2X ARE I-1f2• THICK
OR GREATER IX ANO2X BUCKS IWKEN USED) SHALL BE DESIGNED 10
PROPERLY TRANSFER LOADS TO THE STRUCTURE WOOD BUCK DESIGN AND
INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER (EOR) OR
ARCHITECT OF RECORD, (AORI
J) ANCHOR EM,BEOIAENT TO BASE MATERIAL SHALL BE BEYOND WALL
ORESSRNG OR STUCCO. USE ANCHORS OF SUFFICIENT EMSEDIAENT.
INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALu4G;R ASHING
STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY
OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS,
4) MN(. 114• SHMS ARE REOUYtED AT EACH ANCHOR LOCATION tWe?RE THE
PRODUCT IS NOT FLUSH TO THE SUBSTRATE. 1.5E SHM. CAPABLE OF
TRANSFERRING APPLIED LOADS. aLAOOD SUCKS. BY OTHERS. LUST BE
SUFFICIENTLY ANCHORED TO RESIST LOADS DAPOSEO ON THE61 BY THE
WINDOW.
5) THE ANCHORAGE LE MODS SHOWN HAVE BEEN DESIGNED TO RESIST THE
WINDLOAOS CORRESPONDING TO THE REOWREO DESIGN PRESSURE In E
33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE OESIGV OF THIS
PRODUCT, THE 1.0 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION
OF ANCHORS INTO WOOD. ANCHORS THAT COMAE I1170 CONTACT IMTH OTHER
01% UtLAR MATERIALS SHALL MEET THE REOUIREMENTS OF THE FLORIDA
BUILDING CAVE FOR CORROSION RESISTANCE,
ELEVATION FOR TYP. EQUAL LEGBOX
6 FLANGE FRAME, XOX CONFIGURATION
4AX. SASH \YTU711 •• 30.36-
MAx. FIXED LITE (BUCK tNtOTN • (2 X SASH LYIOTFQ) • 59.26'
Window Buds Size
IRT
Configuration
ReiM.
Laval
Design pressure CeNtifiutioR
CAR) NumberWidtltHeights (* ) p{ Pd
75' 54' XDIOX RI 50.0 50.0 190-1044
75' 54• XOlOX R2 65.0 70.0 190-1043
75• 63• aolox R3 50.0 50.0 lsalaoz
75' 7r xo/Ox R4 65.0 70.0 19a1041
120• 63• X4X(1/4.1l2.1/4)
R3 50.0 50.0 190-1045
9r 63• XOX (1/3-1/31l3)
120• 63• xOX(114-1/2-1/4)
R4 65.0 70.0 19a1073
9r 63' XflX(i/3.1l3.1l3)
CERT OF AUTII I29298
070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
941}480-1600
VINYL HR WINDOW FPA (NON -IMPACT) 12113/14
GENERAL NOTES 8 ELEVATIONS ; 4 J ROSOWSKI
10 I,`I NTS 1,11 1 OF F<I FPA-5410.0
AA.
A. LYAN NtttLER. P E.
P C a 56705
If
A
AndwT Substrate
Min. Edge
Distance Min. Embedment
to SMS
steel, 18.8 S.S.
or 410 S.S.)
Max. OP of $0.0
P.T. Souftm Poe
Steel, A36 318' 0.05a-
Steel Stud. A653 Gr. 33 3fr 0.0346' (20 Ga.)
Aluminum, 6063-T5 3f8' 0.071r 14 Ga.
q12 SMS
steel. I" S.S.
or d10 S.S.)
P.T. Southern Pine (SG-O.5S) 91ir I-w
Steel, A36 3/8 0.050-
Steel Stud, A653 Gr. 33 318' 0.0346' (20 Ga.)
AWnimm. SD63-T5 yr 15.671r IN Ga.
3118• Ultra on
steel)
Max. OP of %0
P.T. Southem Poe (SG=0.55) 71ir 1418'
Concrete (min. 2.85 ksi) 1' I-w
Un ted CMU. (ASTM CM) 2.1/2' I-ve
1/4' Uibacon
steel)
P.T. Soudem Poe (SGL0.55) 1' 11w
Concrete (min. 2.85 ksi) 1' 134'
Ungmuled CMU, JASTM C•00) 2.1/r 1.114,
Concrete o. 285 ksi 2-t/r 1.314'
114' Crete+iex
410 S.S.)
P.T. Souft Poe (SG.55 1• 1J/6
Concrete (min. 3.35 ksi) 11 1-Y4-
Unpouted CMU. (ASTM C-00) 2.1/2' 1.1/4-
Conerete min. 3.35 ksi 2-1/2' 1.Y4'
1!4' Apgre Gate
1
Concrete (mil. 3.275 ksi
P.T. S0Mm( Poe (SGx0.55)
1.1/r
1'
iaV
1air
Un ted ,(ASTM C-00 r 1-1/41
Edge Min.
Antlw7 Substrate DistanceDistance Embedment
2.117 x .131' Common NO P.T. Southern Pine (SG=.55) 91161 2-7116,
Max. OP of 50.0
2-Ur x .131' Rilgahank Nail P.T. Southern Pine (SG=.55l Sn6' 2.7116•
2• I/r x .14S• Rooing NO P.T. Southern Pme (SG=.55) Spiel 2-7116•
P.T. Southern Pile (SG=.55) 314• t4r
e10 SMS Aluminum, 6063-TS 3 B• 0.071r (14 Ga.)
sled,
Sled Stud. Gr. 33 YT 0.034G (2D Ga )
0ar4t0 S.S.S.).)
steel. A36 Ytr 0.050'
ANCHOR NOTES:
11 WGROUTED CMt7 VALUES MAY
BE USED FOR GROUTED CLtU
APPLICATIONS.
2) PANNEAD. FLATHEAD OR
HEXHEAD ARE ACCEPTABLE.
3) ANCHOR LENGT H TO BE SO THAT
A LILY. OF 3 THREADS EXTEND
BEYOND THE METAL SUBSTRATE.
a .. ecwcna-tutor tvme
Relmfollxment
Level
Vent
4sides)
Meetln8IRail
RL A 0
R2 A E
R3 B E
R4 C F
We NON. Y4• NMI. '+— — 71a' NOn1 i — — 717 NOM.
1/8' ANNEALED OR _
TEMPERED GLASS
316' ANNEALED OR
TEMPERED GLASS 5116' NA PVB
1 j f 5116' AIA PV6 '1II 6
7 AIR SPACE —
t/8• ANNEALED OR
TEMPERED GLASS
318' AIR SPACE
3/16' ANNEALED OR
TEMPERED GLASS
1
7/16' AIR SPACE },
118' ANNEALED OR i \
TEMPERED GLASS
I •
3/8' AIRSPACE
3l16' ANNEALED OR
I TEMPERED GLASS •
liA
DURASEAL. DURASEAL, OURASEAL. •; DURASEAL, • I_
SUPERSPACER. •_ SUPERSPACER SUPERSPACER SUPERSPACER _1J
OR CARDINAL OR CARDINAL OR CARDINAL OR CARDINAL I 14
XL EDGE XL EDGE XL EDGE XL EDGE
GLAZING TYPES
GE•7700011
DOW791
SILICONE \, f.
B
1? li0M GLASS
EXTERIOR j wmr;fp. .
a
TYR GLAZING DETAIL
PVB INTERLAYER MANUFACTURED BY OUPONT INC. (AKA KURARAY AMERIGI INC 1
VINYL HR WINDOW FPA (NON -IMPACT) d 12/13/14
GLASSIANCHOR OPTIONS ?2 J ROSOWSKI
Y V
CERT Of AUTH. a= 90
a tiu
1070 TECHNOLOGY DRIVE Q„
N. VENICE. FL 34275
941 }4t'10 1600 a HR•5410 y NTS 2 OF 4 Y FPA•5410.0
i=__1
REINFORCENT TYPE A
REINFORCENT TYPE B
REINFORCENT TYPE C
REINFORCENT TYPE O
REINFORCENT TYPE E
rtnL
REINFORCENT TYPE F
A LYN.V 67LLER. P E.
P E 0 Se705
I
EDGE OISTANCE
EMBEOMENT
FLANGE INSTALLATION
SASH VADTH SHOWN
THROUGH THE INSTALLEDFRAMETHROUGHIXEMBEDMENT SHOWN
FRAME, INTO OUCKSTRIP
METALOPERABLE
EDGE I
T SASH DISTANCE IF
FIXED —
LITE
f
FIXEDIII
LIT6
7 EXTERIOR
FLANGE
EOUAL FRAME
LEG FRAME
SUCK
SHOWN
BUCK
WIDTH SwVw
HEIGHTEXTERIOR <
HORIZONTAL SECTION A -A (XO) OPERABLE (
OX &
XOX SIMILAR) SASH
INSTAL
TIONNOTES: I)
SEE SHEET I FOR SPACING REOUIREMENTS. 21
SEE TABLE(S) ON SHEET 2 FOR ANCHORAGE SUBSTRATE
REOUIRE16',ENTS. 3)
LIAX SHIM THICKNESS TO BE IW. 4)
GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY
AND MAY DIFFER 10 MEET DESIGN REOUIREiIAENTS.
E2INSTALLED6) FIN ANMOR FLANGE MAY BE REMOVED TO CREATE DIRECTLY
TO OTHER FRAME TYPES. SUBSTRATE
EOUAL
LEG FRAME
SHOWN •
E'scomENT it
VINYL HR WINDOW FPA (NOWIM;!ACT) IVIY14 EDGE
DISTANCE FLANGE & EOUAL-LEGIBOX FRAMES 1,,j i ROSOWSKI VERTICAL
SECTION 8-8 [UT ; CER
1070
TECHNOLOGY DRIVE N.
VENICE. FL 34275 A LYIJN UILLEIL P E 941l)-
41KI-1600 JfJHR-54110 1,11 NT$ J fl 3 OF 4 410.0 P FPA-5 E
J-CHAfML
FRAME SHOWN
1— EMBEDMENT
77_}-- -: EDGE
DISTANCE
FIXED
LIVE
SUCK
HEIGHT C
0
SASH VADTH .
INSTALLATION
THROUGHTkE
INTEGRAL FIN,
INTOMETAL FIXED
cue
J-
CHANKEL FRAME
SHOWN
EXTERIOR e
I . " XTERIOR . — OPERABLE
SASH
sL
IN'
TEGIM FIN
FRAME ;
EDM DISTANCE SHOWN
VERTICAL
SECTION D-D IG
SUCK
WIDTH HORIZONTAL
SECTION C-C (XO) Av
A ve%v SIMILAR) FIXED
LITE
wq
FIN
FRAME
SIMIN
EXTERtOR INSTALLATION
THROUGH ID THE
FRAME. INTO METAL JAMS
SHOWN. 14EAD & SILL
SIMILAR) VINYL
HR WINDOW J-
CHANNEL & INTE pff. CERT.
OF AUTH, 1070
TECHNOLOGY DRIVE N.
VENICE, FL 34275 941)-
480-1600 . F I HR-;;
10 NTS EDGE
DISTANCE EMSEOMENT
7z
INTEGRAL
FIN
FLAME
SHOWN
INSTALLATION
NOTES: 11
SEE SHEET I FOR SPACING REOUIREMEN7S. 1)
SEE TABLE4S) ON SHEET 2 FOR ANCHORAGE AM) SUBSTRATE
REOUIREME"rS. 3)
MAX. SHIM THICKNESS TO BE IW. 4)
GLASS SHOIAIN IS FOR ILLUSTRATIVE PURPOSES ONLY
AND MAY DIFFER TO MEET DESIGN RCOUiREMENTS.
S)
RX AN01OR FLANGE MAY BE REUOVEO TO CREATE OTHER
FRAME TYPES. FPA (
NON -IMPACT) :112/13114 GRAL
FIN FRAMESI",-'l J rfl-574 OF
4 !-. , I UER.Pe "I FPA-5410.0 A '7j.'65705
Florida Building Code Online Page 1 of 5
Business & Professional Regulation
Florida Depiii"[d aas Monte t too in user kgm"uon Mot Top, !
Buslnes%
Profession= al ®USER uPUWusW
Regulation
FL * FL1S213-R2
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Arddved
urr, .r: :nrrtr nwtc-i.an.t .C•.Ktbrn
Product Manufacturer Plastpro Inc. / Nanya Plastics Corp.
Address/Phone/Emall 5200 W CENTURY BLVD.
LOS ANGELES, CA 90045
440) 969-9773 Ext 16
rkkw®rwbldgconsultants.com
Authorized Signature Vivian Wright
rf&w@rwbldgconsultants.com
Technical Representative Scott Johnson
Address/Phone/Email 5200 W Century Blvd.
Los Angeles, CA 90045
440) 969-9773 Ext 18
scottjohnson®plastproinc.com
Quality Assurance Representative Ron O'Connell
Address/Phone/Email 5200 W Century Blvd.
Los Angeles, CA 90045
440)969-9773 Ext16
ronoconnelloplastpro. com
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect'or a Licensed
Florida Professional Engineer
J 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 12/31/2018
Validated By Ryan J. King, P.E.
Validation Checldlst - Hardcopy Received
Certificate of independence
Referenced Standard and Year (of Standard) slapdW31 year
101/I.S.2 1997
101/I.S.2/NAFS 2002
AAMA/WDMA/CSA101/I.S.2/A440 200S
ASTM E1886 2002
ASTM E1996 2002
ASTM E330 2002
TAS 201, 202, 203 1994
http://www.floridabuilding.org/pr/pr app dtl.aspx?param--wGEVXQwtDgv3yVVKJZIQ... 9/18/2015
Florida Building Code Online Page 2 of 5
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of products
Go to Page l d
Method 1 Option DI
04/28/2015
04/29/201S
OS/07/2015
06/23/2015
0 0 Page l/200
FL * Model, Number or name Description
15213.1 a. Smooth/Wood Grain/White Wood 6'8'Impact' Opaque Fiberglass Single Door -
Grain/Rustic/Mahogany Series Inswing/Outswing (X - Configuration) Fiberglass Door I i
Urnits of Use
Approved for use In HVHZ: No
Installation Instructions
F 151 ! R2 11 Approved
for use outside NVNZ: Yes Impact
Resistant" Yes In
t 1S 112!1 ndf Verified
By: Lyndon F. Schmidt, P.E. 43409 Design
Pressure: N/A Created by Independent Third Party: Yes Evaluation
Reports Other:
See INST 15213.1 for Design Pressure Ratings, any F 1S ia!R p val 15 17 ,odf additionaluselimitations, Installation Instructions and Product
particulars. Created by Independent Third Party: Yes 15213.
2 b. Smooth/Wood Grain/White Wood Grain/
Rustic/Mahogany Series Fiberglass
Door 6'
8 'Impact' Opaque Fiberglass Single Door with Sldelite utilizing '
Snap Frame' Glazing - Inswing/putswing (OX or XO -
Configurations) Umits
of Use Approved
for use in HVHZ: No Installation Instructions FLIcq;
213 R2 11 Approved
for use outside HVHZ: Yes Impact
Resistant: Yes Inst
151 a a odf Verified By:
Lyndon F. Schmidt, P.E. 43409 Created by
Independent Third Party: Yes Design Pressure: N/A Other- See
INST 15213.2 for Design Pressure Ratings, any Evaluation Reports
FL15213 h2
AF Eva] 15213 additional use
limitations, Installation Instructions and product particulars.
odf Created
by
Independent Third Party: Yes 15213.3
c. Smooth/Wood Grain/White Wood 6'8'Impact' Opaque Fiberglass Single Door with Sldelites Grain/Rustic/Mehogany Series utilizing 'Snap Frame' Glazing - Inswing/Outswing (OXO - Fiberglass DoorConfiguration) Limits of
Use Approved for
use In HVHZ: No Installation Instructions FL1S213 R2
Approved for
use outside HVHZ: Yes Impact Resistant:
Yes I Inst
1S la a odf Verified By:
Lyndon F. Schmidt, P.E. 43409 Design Pressure:
N/A Created by Independent Third Party: Yes Evaluation Reports
Other: See
INST 15213.3 for Design Pressure Ratings, any FLI5213 R2 AF FXaLI521112W additional uselimitations, Installation Instructions and Product particulars.
Created b
I Independent Third Party: Yes 15213.4
d. Smooth/Wood Graln/White Wood 6'e 'Impact' Opaque Fiberglass Single Door with Sldelite Grain/Rustic/Mahogany Series utilizing 'Up Ute' Glazing - Inswing/Outswing (OX or XO - Fiberglass DoorConnouratlnnelLimitsof
Use FCreatedby n
Instructions
Approved foruseInHVHZ: No R2 11 Ingt IS r a e ndf Approved foruseoutsideHVHZ: Yes y: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes y Independent
Third Party: Yes Design Pressure: N/A n!Reports
Other: SeeINST15213.4 for Design Pressure Ratings, anyR2 AE Eval iS la a odf additional uselimitations, Installation instructions and y independent Third Party: Yes product particulars. 115213.5
I
e.
Smooth/Wood Grain/White Wood 6'8 'Impact', Opaque Fiberglass Single Door, with Sidelites Grain/Rustic/Mahogany Series utilizing-UplUte- Glazing - inswing/Outswing (OXO - Fiberglass DoorConfiguration) Limits of
use Approved for
use In HVHZ: No Approved for
use outside HVHZ: Yes Installation Instructions
FL1S2132 Il
rs ra a odf Verified 4
LyndIns*on F. Schmidt, P.E. 43409 http://www.
floridabuildin or r/ r a j g
P
P PP_dtl-aspx.param vGEVXQwtDgv3yWK1Z1Q.:. 9/18/2015
Florida Building Code Online Page 3 of 5
Design uewsure;: yes
t>rstOn Pressure; N/A Created by Independent Tlilyd party: Yes
Evaluation ReportsOther: See INST 15213.5 for Design Pressure Ratings, any FL15213 2 AF Fifal 15is S additional
use limitations, Installation Instructions and product
particulars. odf
Created
by Independent Third Party: Yes 15213.
6 f. Smooth/Wood Grain/White Wood 6'8 'Impact• Opaque Fiberglass Double Door - GralNRustic/Mahogany Series Fiberglass
Door Inswing/Outswing (XX - zrzfiguradon) Limits
of Use for
use In HVHZ: No InstallatiInInstructionsApproved
Fit 12on11InstApprovedforuseoutsideHVHZ: Yes Impact Resistant:
Yes 15 1
al a Ildf Verified By:
Lyndon F. Schmidt, P.E. 43409 Design pressure:
N/A Created by Independent Third Party: Yes Evaluation Reports
Other: See
INST 15213.6 for Design Pressure Ratings, any FL152131 R2 AE v=I 1511 6 additional use limitations,
installation Instructions and product particulars. ndf
Created by
Independent
Third Party: Yes 15213.7 g.
Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany
Series 6'8 'Impoct' Opaque Fiberglass Double Door with Sldelites utilizing 'Snap Frame'
Glazing - lnswing/Outswing (OXXO - Fiberglass Door Configuration) Umits of Use
Approved for use
In HVHZ: No Installation Instructions FLIS211 IR2 ll
Inst Approved for use
outside HVHZ: Yes Impact Resistant* Yes
1521 odf Verified
By: Lyndon
F. Schmidt, P.E. 43409 Created by Independent
Third Party: Yes Design Pressure: N/A Other: See INST
15213.7 for Design Pressure Ratings, any Evaluation Reports FL15213 12 A
val 1521 I a df additional use limitations,
Installation Instructions and product particulars. Created
by Independent Third Party: Yes 15213.8 h.
Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany
Series 6'8 'Impact' Opaque Fiberglass Double Door with Sldelites utilizing 'Up Ute'
Glazing - Inswing/Outswing (OXXO - Fiberglass Door Configuration) Umits of Use
Approved for use
In HVHZ: No Installatl6n Instructions FL15213 p`2
II Inst a_a Approved for use
outside HVHZ: Yes Impact Resistant: Yes
1S21 ..-.f Verified
By: Lyndon
F. Schmidt, P.E. 43409 Created by Independent
Third Party: Yes Design Pressure: N/A Other: See INST
15213.8 for Design Pressure Ratings, any Evaluation Reports FL15213
R2 A
val 15 139 odf additional use limitations, Installation
Instructions and product particulars. Created by
Independent Third Party: Yes i 15213.9 1.
Smooth/
Wood Grain/White Wood 6'8 'Non -Impact' Glazed Fiberglass Single Door utilizing Grain/Rustic/Mahogany SeriesSnapFrame' Glazing - Inswing/Outswing (X - Fiberglass Door Configuration) iUmitsofUse
Approved
for use in
HVHZ: No Installation Instructions FLiS213 R2 11 Inst
Approved for use outsideHVHZ: Yes Impact Resistant: No 15213.
9.pdf Verified
By: Lyndon F.
Schmidt, P.E. 43409 Created by, Independent Third,
Party: Yes Design Pressure: N/AOther: See INST 15213.
9 for Design Pressure Ratings, any Evaluation Reports FLIS213 R2
AF Eval
152134 additional use limitations, Installation Instructions
and product particulars. odf Created by
Independent Third
Party:
Yes I I 15213.10 J.
Smooth/Wood
Grain/White Wood 6'8 'Non -Impact- Glazed Fiberglass Single Door Grain/Rustic/Mahogany Series FiberglassDoorwithSldeliteutilizing *
Snap Frame'
Glazing - Inswing/
Outswing (OX or XO - Configurations) Umits of Use
Installation Instructions
Approved for use In HVHZ: NO F 1 S 1 a R 2 11 Ing S a
Approved
for use outside HVHZ: Yes Impact Resistant: No 1 l
10 d f
Verified By:, Lyndon F. Schmidt,
P.E. 43409 Design Pressure: N/A Created
by Independent Third Party: Yes Evaluation Reports Other: See INST
15213.10
for Design Pressure Ratings, FL15213 R2 AE Ev= 1 S2, a ID any additional use limitations, installation
Instructions and product particulars. odf Created by
Independent Third
Party:
Yes 15213.11 k. Smooth/Wood
Graln/White Wood 6'8 'Non -Impact' Glazed Fiberglass Single Door with Grain/Rustic/Mahogany Series FiberglassDoorSldelitesutilizing 'Snap
Frame' Glazing - Inswing/Outswing OXO Configuration) Umits of UseInstallation; Approved
for use In HVHZ:
No Instructions FI 1 213 R2 It
Ins* S71 odf Approved for use outside HVHZ: Yes Impact Resistant: No 1 a
11 Verified By:
Lyndon F. Schmidt;
P.E. 43409 Design Pressure: N/A Evaluation
Created by Independent Third Party:
Yes Reports Other: See INST 15213.
11
for Design Pressure Ratings, FL15213 R2, AE Eval 1S 13 1 r „df any additional use limitations, InstallationInstructionsandproductparticulars. Created by li
dependent Third Party: Yes 15213.12 http://www.floridabuilding.
org/pr/
pr app_till.aspx?param=wGEVXQwtDgv3yVVKJZIQ... 9/18/2015
Florida,Building Code Online Page 4 of 5
1. Smooth/Wood Grain/White Wood 6'8'Non-Impact' Glazed Fiberglass Double Door utilizing
Groin/Rustic/Mahogany Series to 'Snap Frame' Glazing - Inswing/Outswing (XX -
Flberglass Door Configuration)
Limits of Use Installation Instructions
Approved for use In HVHZ: No FLIS213 R2 11 Ins* 152112 odf Approved
for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact
Resistant: No Created ly Independent Third Party: Yes Design
Pressure: N/A Evaluation Reports Other:
See INST 15213.12 for Design Pressure Ratings, FLIS213 R2 AE Eval 15213.12.odf any
additional use limitations, Installation Instructions and Created ly
Independent Third Party: Yes product
particulars. 15213.
13 m. Smooth/Wood Grain/White 6'8 'Non -Impact' Glazed Fiberglass Double Door with Wood
Graln/Rustic/Mahogany Sldelites utilizing 'Snap Frame' Glazing - Inswing/Outswing SeriesNFiberglassDoorOXXO - Configuration) Umlts
of Use Installation Instructions Approved
for use In HVNZ: No FLIS213 R2 II Inst 15213.13_pd( Approved
for use outside HVNZ: Yes VeriRed By: Lyndon F. Schmidt, P.E. 43409 Impact
Resistant: No Created by Independent Third Party: Yes Design
Pressure: N/A Evaluation Reports Other:
See INST 15213.13 for Design Pressure Ratings, F is21 2 AE vat 15 1113.odf any
additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product
particulars. 15213.
14 n. Smooth/Wood Grain/White Wood 6'8'Non-Impact' Glazed Fiberglass Single Door utilizing 'Lip Grain/
Rustic/Mahogany Series N Ute' Glazing - Inswing/Outswing (X - Configuration) Fiberglass
Door Limits
of Use Installation Instructions Approved
for use in HVHZ: No F is 13 7 R Ins 15213 14.odf Approved
for use outside HVNZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact
Resistant: No Created by Independent Third Party: Yes Design
Pressure: N/A Evaluation Reports Other:
See INST 15213.14 for Design Pressure Ratings, any
additional use limitations, Installation Instructions and F
is 13 R2 A val 1S 13.14.odf Created
by Independent Third Party: Yes product
particulars. 15213.
15 0. Smooth/Wood Grain/White Wood Grain/
Rustic/Mahogany Series N Fiberglass
Door 6'
8 'Non -Impact' Glazed Fiberglass Single Door with Sldellte utilizing *
Up Ute' Glazing - Inswing/Outswing (OX or XO - Configurations)
Limits
of Use Installation Insbvctlons Approved
for use in HVHZ: No FLIS213 R2 II Inst 15213.15.odf Approved
for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact
Resistant: No Created by Independent Third Party: Yes Design
Pressure: N/A Evaluation Reports Other.
See INST 15213.15 for Design Pressure Ratings, FL15213 R2 AE Eval 15213.15.odf any
additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product
particulars. 15213.
16 P.oth/Wood Graln/White Wood 6'8 'Non -Impact' Glazed Fiberglass Single Door with ustir/
Mahogany Series N Sldelites utilizing 'Up Ute' Glazing - Inswing/Outswing (OXO Configuration)
Umlts
of Use Installation Instructions Approved
for use In HVHZ: No FLIS213 R2 11 Inst IS213.16.odf Approved
for use outside HVHZ: Yes Verified By,: Lyndon F. Schmidt, P.E. 43409 Impact
Resistant: No Created by. Independent Third Party: Yes Design
Pressure: N/A Evaluation Reports Other:
See INST 15213.16 for Design Pressure Ratings, FLIS213 R2 AE Eval 15213.16.odf any
additional use limitations, Installation Instructions and Created by; independent Third Party: Yes I
productparticulars. 15213.
17 q. Smooth/Wood Grain/White Wood 61 'Non -Impact' Glazed Fiberglass Double Door utilizing Grain/
Rustic/Mahogany Series N Up Ute' GI zing - Inswing/Outswing (XX - Configuration) Fiberglass
Door Limits
of Use Installation Instructions Approved
for use In HVHZ: No FLIS213 R2 11 Inst 15213.17.odf Approved
for use outside HVHZ: Yes Verified By; Lyndon F. Schmidt, P.E. 43409 Impact
Resistant: No Created bylndependent Third Party: Yes Design
Pressure: N/A Evaluation Reports Other:
See INST 15213.17 for Design Pressure Ratings, FLIS213 R2 AE Eval 15213.17.odf any
additional use limitations, installation Instructions and Created by Independent Third Party: Yes product
particulars. 115213.
18
I
r. Smooth/Wood Grain/white Wood I 6'8 'Non -Impact' Glazed Fiberglass Double Door with Grain/
Rustic/Mahogany Series N Sidelites utilizing 'Up Ute' Glazing - Inswing/Outswing Fiberglass
Door (OXXO - Coriflouratlon) units
of use Approved
for use in HVHZ: No Approved
for use outside HVHZ: Yes Installation
Instructions FLIS213
R2 II Inst 15 13.18.odf Verified
By:,Lyndon F. Schmidt, P.E. 43409 http://
www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ I Q... 9/18/2015 i
Florida Building Code Online Page 5 of 5
ampawce neswMrm: No
Design Pressure: N/A Created b,1Y Independent Third Party: Yes
Other: INST 15213.18 for Design Pressure Ratings, any Evaluation Reports
Fit — ' 7 p vest + 1 a 18additionaluselimitations, installation Instructions and
Product Particulars.
pd
Created by lndependent Third Party: Yes
I
15213.19 ooth/Wood Grain/White WoodFiberglass 8'0 'impact• Opaque Fiberglass Single Door - Rustic/Mahogany Series N
Door Inswing/Outswing (X - Configuration)
Units of Use
Approved for use In MVNZ: No Installation Instructions
a f [213 rl Ins* '•
Approved for use outside MVNZ: Yes
Impact Resistants Yes
1521a 19
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: YesDesignPressure: N/A
Other. INST 15213.19 for Design Pressure Ratings, any
Evaluation Repots
FLI S211 R2 AE Fval 1521 a 1 oadditionaluselimitations, Installation instructions and
Product particulars.
ne f
Created by Independent Third Party: Yes
I
15213.20 t. Smooth/Wood Grain/White Wood
Grain/Rustic/Mahogany Series N 8'0 'lmpacta Opaque Fiberglass Single Door with Sidelite
utilizing 'Snap Frame' Glazing - Inswing/Outswing (OX orFiberglassDoorXO - Configurations)
Umits of Use
Approved for use In MVNZ: No Installation Instructions
A 1 713 lit II Inet
Approved for use outside MVMZ: yes
Impact Resistant: Yes
15 1 20 ar
Verified By: Lyndon F. Schmidt, P.E. 43409
Created bill Independent Third Party: YesDesignPressure: N/A
Other: INST iS213.20 for Design Pressure Ratings, any Evaluation Reports
F 1s la lit p vest 1s71 a 20
additional use limitations, Installation Instructions and
product particulars.
oaf
Created bill Independent Third Party: Yes
Go to Page O I O Page 1/ 2 6 fa
aadl Nert
Contact Us
i
19aa North Monroe 51122L Telhhef ee Fl +7I na
The State of norlde Is an ANEEO enpIDW, radwlaht 2007-701+ car. or orld Acceniblilry statement :: Refund .Startmm1
Under Florida law, ema0 addresses we public records. It You do not want your real; address Meased In response to a puEOrrecords request, do not Feralelectronicma0to00adtY. Instead, comact the office by phone or by traditional moo. It you have any questions, plasm contact 0.SO.aa7.1795. •Plnrsuant toSection455.27S(1). FIWWD Statutes. efreetive October 1, 2012, licensees licensed under 0lepter,455, F.S. must Provide the Dtyct SSO. 97.1 9 . *Punto address pUWyhaveone. T+1e emalb Provided may be used for offs" comnarrlloU v, we , the 0eensee. Nawener ensY addresses are
DepPublor nient with you do not
it
toapply • plersorlal address, please Wevlds Una OepantrrlaM wIM an env" wa*d con be made avelbNe to the public. To data We d you are a tloensee underchapterass. F.S.. Please dick hLft,
Product Approval Accepts; i
rcuril
I
I
I
http://www.tloridabuildin .or r/ r aglPPPP_dtl.aspx.param=wGEVXQ;wtDgv3yWKJZ10... 9/18/2015
plastpro
5200 W. CENTURY BLVD.
LOS ANGELES, CA 90045
Smooth / Wood Grain / White Wood Grain
Rustic / Mahogany
Series N Fiberglass Door
INSWING / OUTSWING
IMPACT"
GENERAL NOTES
1. This prodml has been evotuoted and Is In cotr0once w8h the Sth Edtion
Curl q foorldo Bul*V Code (Ml skucttxol requaements exckrdrg the 1Qgh
VebdfY Waicane Zone' (HVIQ).
2. Roducl anchors strol be as rated and spaced as shown on detot&. Anchor
embedment to base material steal be beyond woo dressing or stucco.
3. when used In areas MgLft g wand bore debrb pWectbn this product
comPles with Section 1609.1.2 of One F9C and does not r9q dre an impoct
resistaM Cove ft. This product meets mb* level Ir and includes Wind
Zono 4 as defined in ASTM E I996 and Sec* 1609. i.2 2_of the FBC—_
4. For 2x stud kvr ing cor>struction, w chorirg of these urtih shoo be the some
as that shown for 2x buck masonwy construction.
5. Site condition Thal devlote from the detail of th'a t vAV requke 4rrther
engineenng andlM by a licensed ergineer or registered architect.
TAME Of COMEMS
1NFET1 pf3CRIfTTI]N
1 Typical ewiction. designPreSum 8 general notes
2 Door pond detatk
3 Ha*ontm acts aectiora
4 Verlicd cross sections
S cut and frame onehori a - 2x beck masonry conucfan
6 Rome archorirg . Ix buck rnwonry coratruction
7 N of moterbk 6 components
SfY1NG
b!"
FRAME
0161Eo1SION
OWN PRESSURE (PSfj
room NEGATIVE
INSWWG 374V x Mir 6&0 70.0
011151 G 37.ST1 x 96-W U.0 65,0
01.
4
can
fi
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a•r. a LFS
FL-15213.18
acr I ar 7
Q INTERIOR
r O
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EXTERIOR
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41
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2
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PANU WIDTH
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INTERIOR
EXTERIOR
j (pl 11 O
1 HORIZONTAL CROSS SECTION
INTERIOR
EXTERIOR 27 O
0 HORIZONTAL CROSS SEMON
3 S row.w/IXaboxk
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f a • • 111/ll 111\ H Z
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20
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EXTERIOR —' INTERIOR
EXTERIOR INTERIOR
v+
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1 VERTICAL GROSS SECTION
VERITCAL CROSS SECTION
s v
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aboappnoretl I Slfownw/IXwbbuCk
a
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EXTERIOR INTERIOR
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EXTERIOR INTERIOR
O40
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0
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wy '` fill
TYP. HEAD
o
49
EJAMBS — TY .HEADb---tfill Itl
MASONRY
MASONRYT MASONRY • ioaOPENINGI
OPENING '_ 7' E z g, v
c11
4
N
FRAME z
2X BUCK -
WO
2X BUCK g
L TYP. 0 SIL
a
CONCRETE ANCHOR NOTES:
WCK ANC1fORfNG KME JAMB FRAME ANCHORING SWV JAnryMB
R^ Maso2X buck confhuN•ion B
1. Concrete anchor tocatbru of the comas moy be otQ 4W to mohtoln m0 mft edge
catanco to nwitar joints. 2.
Concrete anchor focalions noted as *MAX. ON CEMER-aml be O*Wed to m*
Nch Rp mht edge dtoace fo mortar tank addtlonal conerote anchors'ad
to ensixe 9 Carcr
remm
3
ero anchor table the •
MAx. ON CENIER' dimfxsbo am not emccadod.mayi
10
OMASONRYf0ADJACENT : TYPESIZEEMBEDAIENiEDGE
ANCHOR
e
IAICH & DEAOBOLT OAAIL
HINGE WAIL
CONCRETE AMCNOR NOTET:
1. Concyote anchor bc*Wm at the eomem moy be adjusted to mohfail the rnn.
odgedbtonce to nVdarpolnlL
2. Conerete anchor Iocatiom notod as'MAK ON CENTER' mvrt be Ofljrnfod to
molntaln the mtn, Woe dbronce to mortar pntL oddtiorfof cofxzefO cnchas
rnoy be legtkod to omua tho'MAX. ON CENIEr 6mension are not ercoeaed.
3. Cor Mle anchor toele:
ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE
TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT
LOGE ANCHOR
nw
TAICON
1 / r 1.1/4. r
ELCO
ULTRACON I/P 1.1/4• 1' r
rArcoN
3/1P 1.1/r r I.ItT
i, ^W!/X.R^w fAIV INJr•1 /'rVIGI:
r• ntaBdain a rnirutA/rn 5ff edoo datance. I - end abfance, a 1' o.c. soocino at
wood sorows to prevent the WfiffirV of wood.
HINGE JAMB
MASONRY
OPENING
FRAM
IX KC
FRAME ANCILDRIITG
Mmorry Ix bur* co Ww iw
SIMJAMB
AU: N.T.S. °
w M JK e
w. fn'. LFS 3
WtYr •0. d
R-1521JA9 -"
0
tr 6 or 7
o
BILL OF MATERIALS
REM DESCRIPRON MATERIAL
A I X BUCK SG > 0.55 WOOD
B 2X BUCK SG > 0 WOOD
C 1 /4' MAX. SHIM SPACE
D 1 /4• X 2.3/4- PFH ELCO OR ITW CONCRETE SCREW STEEL
E MASONRY • 3MO PSI MIN. CONCRETE CONFORMING TO ACT
301 OR HOLLOW BLOCK CONFORMING 10 ASTM C90 CONCRETE
F 1 /4" X 2.3f C PFH ITW CONCRETE SCREW STEEL
G 3/I6"X3.1/4'PFHQWCONCRETESCREW mu
H 1/P x 3.1/4' PFH ITW CONCRETE SCREW Sim
1 1/4' X 2.1If PFH ITW CONCRETE SCREW STEEL
J 1 /4' X 3.3/4' PFH RW CONCRETE SCREW STEEL
L A 10 X 2.1/7 PFH WOOD SCREW STEEL
M 09X2.1/4- PFH WOOD SCREW STEEL
7 FOHER RCESWEATSTRIPPINGBY ENDURA FOAM 8 COMPRESSION
WEATHER STRIP OLON 650 BY SCHLEGEL FOAM 9 4•
X 4- BUTT HINGE STEEL 10 a9
X I- PFH WOOD SCREW STEM. 1 I
Ir9 X 3/4- PFH WOOD SCREW STEEL 17 KWTKSET
KEYED ENTRY - SIGNATURE SERIES STEEL 18 KWIKSET
DEADBOLT - SIGNATURE SERIES 781D STEEL 20 HNGER
JOINTED PINE FRAME. HEAD d HINGE JAMBS WOOD 21 POLYFIBER
JAMB COMP. / VINYL 27 LATCH
STRIKE PLATE STEEL 28 DEADBOLT
PLATE STEEL 3D INSWING
VINYL DOOR BOTTOM SWEEP BY ENDURA VINYL 31 OUTSWING
BUMP THRESHOLD ALUM / WOOD 32 VINYL
DOOR BOTTOM SWEEP #3628 BY HOLM. IND. VINYL 33 INSWING
ADJUSTABLE THRESHOLD BY ENDURA ALUM. J WOOD 34 INSWING
ADJUSTABLE ALUMINUM THRESHOLD BY OLP ALUM. WOOD 40 DOOR
PANEL • SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 41 DOOR
SKIN JAM. O.OW THICK FIBERGLASS 42 TOP
RAIL CELLULAR PVC CELLULAR PVC
43 LATCHdHINGESTILEEDGE44LATCH
AND HINGE STILE SUPPORT WOOD 45 BOTTOM
RAIL _ CELLULAR PVC 46 POLYURETHANE
FOAM BY NAN YA pOLYURETHANE 47 STILE
REINFORCEMENT STEEL 48 REINFORCEMENT
RETAINING SCREW NYLON s 9i
ff 4.
W
WW sloE
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St
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e ZAOJUSTA6LE 0lSN7NG
1HtESROID 4Ar 1
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A JK f 1w
W. LFs oursovn4G eu,
Nr THRFSNOID sta" ,o . FL-15213.
19 r 7
0• 7
Fldrida 113dilding Code Online
Page 1 of 2
Professional l
OOS Hann , r i ir-00 In User RaptSb1t1011 Mot Tapk{ Submit Sun*area Stab a FaCb WDYOu0nz FSC Sbff eaS Slte Map Unb Ses.01
Product Approval
u5lR:Fubuc User
Hems >
AopkathM.Lht > epVibtlon Detail
FL 4
Application Type
FL
Affirmation
Code Version
Affirmationn
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/Small
Authorized Signature
Technical Representative
Address/Phone/Emall
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
EQulvalence of Product Standards
Certified By
PGT Industries
1070 Technology Drive
Nokomis, FL 34275
941)486-0100 Ext22318
druark@pgtlndustries.com
Jens Rosowskl
Jrosowskl@pgtlndustries.com
ens Rosowski
1070 Technology Drive
Nokomis, FL 34275
941) 486-0100 Ext 21140
Jrosowskl®pgtlndustries.com
Windows
Mullions
Certification Mark or Ustlng
Keystone Certifications, Inc.
Steven M. Urich, PE
Validation Checklist - Hardcopy Received
skindRIA
AAMA 450
Year
2010
I affirm that there are no changes In the new Florida
Building Code which affect my product(s) and my product(s)
are In compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity Yes No N/A
app dtl.aspx?param=wGEVXOwtDavYdn'7noo/.,')nr1110/It„re
Florida Building Code Online
Page 2 of 2
Product Approval Method Method 1 Option A
Date Submitted
06/11/2015
Date Validated
06/11/2015
Date Pending F8C Approval
Date Approved
06/16/2015
Summs of Products
FL V Model, Number or Name Description
17519.1 S400/5500 Series Mullions Clipped/Undlpped Mullions i
Umib of Use
Approved for use In NVNZ: NoncyCertification Certificate
FL17519
Approved for use outside NVNZ: Yes
Rl e 1 0-1075 ee 't
FL17519ImpactResistant: Yes R1 rer 1q0-1076 eo r+rtf
Design Pressure: N/A FL17519 Ri rer 190-1077 aR -F
fL17519
Other: Please see Installation Instructions For additional
product, testing, and anchorage Information,
Rl C a 190-1078 aR • hnr•unnart ,tr
Quality Assurance Contract Expiratlon Date
01/10/2019
Installation Instructions
17519 Rl SaYYII - SSXY Mulle ...tr
Verified By: A. Lynn Muller, P.E. 58705
Created by Independent Third Party: No
Evaluation Report
FL17S19 Rl AE SAVY SYY M lic Fval wf
Created by Independent Third Party: Nd
ad Nett
CAnt:»12:: 1e40 Nawh Monroe cr...r --TaftbosseeFL32399 ama a50.4a7-1a74
The State of Fler10a Is an ANEEO employer. rm Maht 7007-201 Sj= d of Fkwo-
under Florida taw, ernad addresses are publicrecord/. If you do not want your e-mad address rekased In response to a pubtk-record! request, do not sen0 ebctronkmadtothisentity. Instead, contact the olllte by phone or by traditional map. If you hove any Questbro. pkge ubilt
tt
d50:4de. u est, •Pursuant to SeChon455.275(I), FkrW8 Statutes, drective October 1, 2012, licensees Ikeo" under Chapter 455, F.S. must provide the Department with an.mad address If theyhaveone. The errWb provided may be used der offldal ramununlotlon with the licensee. However emad addresses are public remid. If you do not wish to wpplyaPersonaladdress, Plea" providethe Department with an emad address which can be mode avalloble to the public. To detennhwilf you are a Ikmwe under Chapter4SS, F.S., pkose dkk lam• Produet
Approed Aeeapto fir0-
zts. Cre
ItSAr E
http://`
ww.floridabuilding.orglprlpr app dtl.aspx?param=wGEVXQwtDgvYdg2g)0%2fX... MOP 15
1) DETAILS SHOWN ARE FOR THE MILLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO MY ANCHORSREGUIREDFORTHEFENESTRATIONPRODUCTINSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACHSITUATIONISLINDAANDSHOULDBEEVALUATEDBYANOVEROtCEDINSTALLERFORTHEBESTINSTALLATIONMETHOD. OPTIOMAL /X OR 2X WOOD BUCKSIP USEA MUST SE ANCHORED PROPEAIY TOTRANSFERLOADSANDARE7o1EDESIGNEDBYOTHERS
2) THE TYPE AND NUMBER OF ANCHORS 6 CRITICAL TO THE STRUCTURAL PERFORMANCE OF THEMILLEDLIN1M
3) THE ANCHORAGE METHODS SHOWN NAVE BEEN DESIGNED TO RESIST THE WIHDIDADSCORRESPONDINGTOTHEREDDESIGNPRESSURRE. MULUONS ARE CALCULATED TO DEFLECT NOMORETHAN1U1LQTHE113STRESSINCREASEWASNOTUSEDINTHISANCHOREVALUATIOHLTHE1.0 LOADDURATIONFACTORWASIINFORTHEEVALUATIONOFWOWSCREWS.
4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND E BEYOND THESCOPEOFTHESEINSTRUCTION&
5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO AOLACIEWT FENESTRATION PRODUCTS TODETERMINEPRESSURESANDANCHORAGEFORTHECOMMONMULLION. SEE EXAMPLES ON THIS SHEET. FOR MULTIPLE WATTS, CONSIDER ONLY TWO ADACENT IN= AT A TIME WHEN USING THE DESIGNPRESSUREANDANCHORAGETABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS ORFENESTRATIONPRODUCTSSHALLAPPLY.
0) ANCHOR E:<BEDM MT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, WOODBUCKSBYOTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORSSMALLBECOATEDORCORROSIONRESISTANTASAPPROPRIATEFORSUBSTRATEMATERIAL. DISSWLARMATERIALSSMALLBEPROTECTEDASRECUIREOTOPREVENTREACTIONS
7) MULLIONS HAVE BEEN DESIGNED a TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDABUILDINGCODE, AND ARE APPROVED FOR IMPACT AND NON.WACT APPLICATIONS
ARE ONLY TO
IMPACTAPPLICATIONSARELIMITEDTOWWOZONESt. 2 A 3 AS OVUM BY AS1M E19K MLL4pNSBEUSEDWITHPOT•APPROVED FENESTRATION PROOLICTS HAWING CURoWITAPPROVALt S.
8) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPANAHDOPENINGIVIDTHIIIEIGHTOFEACHINDIVIDUALMULLIONCOLSWITHTHEREQUIREMENTSOFTHISAPPROVAL
9) FOR ADDITIONAL MULLIONS OPTIONS AND CONFIGURATIONS NOT SHOWN ON THIS APPROVAL, REFERTOFLORIDAPRODUCTAPPROVAL901.
s.. t260'
TABLE 1
YH1BonComb Tab
Ln an ONRi WIEEIaT Mebn Hp b 127•i14'
10OARNs ARL011iYTan
32V TIfPWOPn MshoCapo A AVIRMnPHR
1Ocr L,
B N40 mNHM 4RIn RI tP o el. HnNAeI Pp
4urw arm
t00' g HINEP ersRI P drOF=m
nr PAta
SEE CAR 19D-1078 FOR CERTIFICATION.
12S x 32E x.tor
wt
TOOSTSMOTES FOR UNcLyM MUALIONSA9RMAE AlIpO1W1)
NOT TO SE USED WITH SINGLE OR DOUBLE HUNG WINDOWS. 2)
NOT TO BE USED N CROSS OR TEE COURGURATIONS. SEE NEXT SHEET FFl:..,
1 NILat1aM
H
I N
1 1
d
OEI:
Tow+oo13 FOIL IILAL W eol.NscllolN SINGLE VERTICAL
MULLION AUOIgNAL FAloonANNUa1
THROW" TIR
FIIAW FM ODUAL49MD of
A FLAWS! MMAM OU 00,
slat MAIL IN A I x"
a FRAAE3 WAX d
r OPj"
MIT.
MAIL
Inw
SINGLEHORIZONTAL
MULLION H-
w
WDM USE
THIS
SHEET FOR UNCLIPPED MULLIONS
OPE)OAMIUIIt
INtc ta•w dIWD INOTN. WAIL In -Ill - F—ovxMwo %
wM Mhx In•w--I MULTIPLE VERTICAL
MULLIONS r- Al
IIBIQIM,-I HWLd 1CM4C '_ It
11
t
OPENING 'i
MAY 1
In•
w 1 1
h1M' N HILANOH
1 WCMI-
LluuAlf
I-INr
WHOM Dow.
uo.
x
M7-urJMULTIPLE
HORIZONTAL
MULLIONS 1_
A
ONy
CENLYNN Uze'''' t SF '•. No 56705
O SAT
O, •, : S'/ONAL'
E., A LVRN
MILLET; P.E. FL P.
E.I Son$
1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SOWN ARE N ADDITION TO ANY ANCHORS RBQWM FOR THEFENESTRATIONPRODUCTINSTALLATION. TYPICAL APPLICATIONS ARE SOWN. EACH SMIATON IS CNOUE AND SHOULD BEEVALUATEDBYANEIPERIENCEDINSTALLERFORTHEBESTINSTALLATIONMETHOD. OPTIONAL III OR 2X WOOD BLOCS IFUSED. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS
2) THE TYPE AND NUMBER OF ANCHORS 6 CRITICAL TO THE STRUCTURAL peRFORWNICE OF THE MULLED UNITS M1A110NSNAVEBEENTESTEDAS'FREE4LOATNG' AND DORM NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALLNOTHAVEAGAPOFMORETHANWFROMTHECP.
SON PRESSURE MULLIONS
METHODS SHOWN C V ATEDTO DEFLECT NO THAN Ln nRESISTTHEWMANDS SWS I 1SE0NTHISANCHOREVALUATION. THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS.
PROPER SEALING OF ENTIRE ASSEMBLY 19 THE RESPONSIBILITY OF OTHERS AND 19 BEYOND THE SCOPE OF THESEDNSTRUCIIOHIS
5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURESANDANCHORAGEFORTHECOMMONMULLION. SEE SAMPLES ON THIS SHEET. FOR MULTIPLE UNITS. CONSIDER ONIY TWOADJACENTUNITSATATIMEWHEN (SING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSUREOFMULTIPLEMULLIONSORFENESTRATIONPRODUCTSSHALLAPPLY.
B) WHEN FINDING YOUR SIM N THE ULLION TABLES. ALWAYS ROUND LP TD THE NW SIM SIOIMN ON THE TABLE(S)
T) ANCHOR EMBEDMENT TO BASE MATERIAL SMALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCIS BY OTHERS, MUSTBEANCHOREDPROPERLYTOTRANSF6tLOADSTOTHESTRUCTUREANCHORSSHALLBECOATEDORCORROSIONRESISTANTASAPPROPRIATEFORSUBSTRATEMATERIALWSSWIARMATERIMSSMALLBEPROTECTEDASREOUMEDTOPREVENTREACTIONS
9) MULLIONS AND CLIPS HAVE BEEN DESIGNED A TEST® TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUIDNOCOO1. 2 & 8 AS DEFNEDAND
ARE S7M 619K MULLW/S AREFOR IMPACT
AND ONLYYTTo BE
USED WITH APPR0APPLICATIONS 7pN9 ARE
LIMITED TO W9m20NES HAVING CURRENT APPROVALS.
NEtNESTRATOM PRODUCTS Ir'w wom
NILUX" ULUANI
LEMCit1M 1
u
CNEEi
H
FOR HAIL TO110mOM OOMEOIION SINGLE
VERTICAL MULLION
NOTES FOR CUPPED
MULLIONS; 1) FOR MA70MUM
RIMS, SEE TABLES 2A4A 2) SEE
SHEET
9 FOR INSTRUCTIONS ON USING TABLES
2A4A u. nu, SED 9) CRJAMTITY
OFUNITSWITHINAMULTIPLEMARLEDASSEMBLYSUI.IAITEC PROVIDED THAT THE M" AND OPENING F CUPPED WINDOW
TYPES. BE
C LIP
WIDTwWHTOF EACH
NDINDUALMULLIONCOMPmWITHTIEFORALLWIDOWTYPES. FOR QP REDURDJEIAg OF THIS
AFpRovAt ANCHORAGE USE THE SLIME 10) FOR ADDITIONAL
MILLIONS. OPTIONS AND CONFIGURATIONS NOT SHOWN THIS APPROVAL, REFER TO FLOROA ANCHOR AS WIDOW
ANCOR PRODUCT APPROVAL R291.
NOCN9MOIMFOA somm IOC[
rv+mxwu+o
i°swl -HN01@OHrtAlNUL011LeA7111—.N
IIII /
LHIamoNMA1 *'oTM
j
um naotoNr. HRAAM --- LEINTH CROSS
MULLIONCONFIGURATION
0110" HE" FM
mm(UL muu" I L
FwrwAu
N (
ot1
WLL ON lvv r1o11H Ao°
ni'0Fa
limmF011V1AAl10N m"
TEE
MULLION CONFIGURATION
r—
NUAAN LfiNM•y
SINGLE HORIZONTAL MULLION USE
THIS SHEET
FOR
CLIPPED MULLIONS II +.w'"
uior era
wunW
H OPWDp HNIDM MULTIPLE
VERTICAL MULLIONS rNUU
OHLEL9111-1 1
ILIA u N
H
aliao
I 1 ltilf 1'
1 pair is
1 NU LION
1
W I rIAaA
wu>w IN@611rOHE4WMULTIPLE
HORIZONTAL
MULLIONS9Y
11t 11111 ,
10ENSF ••.
F9
No 5E705
per •'• SIA
E O
FLOR10.•' : A YNN i
LE&
p.E. FL P.E150M
CROSS-SECTION MULLION EXAMPLES
FLAsoe Fiuu, snowLL
AtM1FOM
PIALLOW FUM
MAL FAQ; w
V
FIG. 1:1.25' X 3.25' X .100' MULLION & FACE CAPS
mmn
90JAW101 M FRMQ
Pow wr AL30W
tW"MAS A AAMU
RAW f= RIL.1)
ILey
om RL
wa FAQ! w Wr Alto W MTALm
Fin tREltpR
FIG. 3:1.25' X 3.94' X .824' MULLION & FACE CAPS
NOTES FOR MLAUON TO VNNDOW A1TAryu.
1) RECOMMENDED ANCHOR LER M • MIN. 3/4-
4) USE ANCIIOR TYPE AND SPACING AS PER THE WINDOWS APPROVAL.
3) PCCTURE WMDOW W"N VERTICAL MULLION SHOWN, ALL WIDOW TYPES ANDMLIJJONORRIPNTATIONSAPPLICABLE,
4) IF APPUdBLE, RAE FIN ANOM FLANGE MAY BE REMOVED FROM THE WMDOWRAMEMEMBERBEMOMLLED.
ORMIMFLUSH
Lsaa FAp! w—\—, amn
ampLAiGom m"t
Pw- - - BWAU
FIW
wMF RLMw i l iEgnMM
imm
1
FIG. 2: 1.25' X 3.25' X .824' MULLION & FACE CAPS
USE THIS SHEET FOR
CLIPPED & UNCLIPPED
MULLIONS
r------------------ ---- --------- -
FIG. 4: MULLION END CAP EXAMPLE ---"----"-""""'-"-"-
wua ti0 w ro.A.800 o@YAU t ApW1 X*M NktapMW
MNOOWS.ADIEIR WIM6il00FC------ Y.'.0 m0 App
f Wi Q:71LEI6Le.
P
NOTER FOR ML L vw END CAP
1) APPLIES TO FIN OR
i J.CNANNEL FRAMES.
i
i 2) REOUIRM AT HEADER AND
3)PCTLm WWDOW WMTH
VERT)CAL MULLIONSIDEVIEW sNO".
ALL W"M TYPES AND
MULLION ORIENTATIONS
APPUCABLE.
LwrtFouws
i aF nnmAswe
i
sse wain
Ef(AN1tt +aFpt
TO AftTTApOp/1.
VERTICAL MULL TO P .•
VCENSIc' • .Fq
J
STRUCTURE
wMULLIONENDCAPy S
ItGD PVC S. TE
TsBs AILLER PE
FL P.E.# 587W
USE THIS SHEET FOR
CLIPPED MULLIONS
DETAIL a
DETAIL 8• w aup+ MULLION TO
OR D
WOOD BLOCK MAL" CK
MULLION ATTACHED TO IX
NCOM
OFFSET CLIP SSHHOWWNN) MOOD SUCK AND MASONRY
A A°
Vpuao Tw. Aas
STANDARD CUP SHOWN) By
SM ESE TASM 2049
I
Ert16i TN6 ' Lr j NN2.143 '
TAHERRD ° CMICRMORaw' N
01PSEf 1AAL • • • 1
DGE {..-
D6UMCF
CWIMY •
dlTANCE EOWAMM m am T
aMImEY ° •• I F"
waoao "a bitsom" SIDE
VIEW eTHE
4 •
STANUM 4 •• •
Ll a OFFSET MULL EXTERIOR
CUP WYSE DWA4EDDY
4
EmDZ 71W 4
ovANR 4 • • LETMOp
FOR
1 . —
OFFWT a.EOFCA AIOIORt • •0
EXTERIOR • ° ••
F•nIAH®an J{
MN IaY4FOaN0. OYT
WYALSOSE um
mR oy"m RIA1!
TYPES Tri.
mom PERSIELsm7L
TYRANCHON
PEm.ANCHM E$TAK I1 /
ESMUO
SMTAKPER
TI=4 / SEE TAltk7950 oWi6TRP lEETAKFlm•e / EDomse r--
OOTANCE
J .. r ATTAONMW EAST
so
TAKM
E lEOtA' AND
01'
ar"m tb0
Ii r so MDR t. AND
ATTACOMSEE
N0ISL . MEET1. • NAAiIaTI
FRONT VIEW SIDE
W sEE s EaT FFaR FRONT
VIEW NUELOCATIM WY ALSO EE RWAUND oNRECAYTD
W1iQAY: TYP. ANaoR o
M VAPUTL o
SEE TAKE! mde MSTAILLTtON
NOTES L
MOX FM 1)
ANCHOR PAIEDMENT TO BABE MATERIAL SHALL BE BEYOND WALL ORE39MD OR STUCCO.ALL 2)
QUANTITY OF ANCHDRB AND MULLION SUE SHOWN ABOVE ARE FOR PICTORIKEFR RESEFITATION1o+
iTNSeomRTEcot CIAF ONLY. BECAUSE
THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE FRONT VIEW CORRECT QUANTITY
AND LAGTIOHI OF ANCHORS MUST BE FOLL.OYYED. REFER TO THE TABLES ON THE N •;' FOUO*MO
S+M. FOR DETAILS AC, E M4ER THE STANDARD OR OFFSET CLIP MAY BE USED. _ if No.
3) ANCHOR
HEAD TYPE MAY BE PANHEAOD HODIEAD OR FLATHEM Q 4) WOOD
BULXS ARE OPTIONAL. 90 DETAIL I. THIS SHEET.
DETAL C:
FIELDMODIFIED MULLION CUP
FCLIP)
M OPAUAt4
M TI<K ;*. lYll1RA "
STANOM C11 TO Ne
roosm NAELD.
DETAIL M
ANGLE MULLION CLIP
ANGLE CLIP)
i
9
MOTES FOR INSTALLATION OPTION D.
1) USE 2 ANGLE CUPS PER MLgAJM END. CLIPS MUST BE
INSERTED INSIDE OF MILLION.
USE THIS SHEET FOR
DETAIL E: CLIPPED MULLIONS
MULLION TO MULLION
INTERSECTION
c (U.CLHP
L
I
TOP VIEW
VAM --
zones cnm
FRONT
END, LLED
POR Nmu 8R=T1D"mT1NNFRONTVIEW • /- u6A AND CONDUAMT TMR/ THE a lULLOING
Lt/f1 COM A JX WOOD @AMR WST USED.
ATTApOptN y OI1ERd
EXTERIOR uses woao ANeNat erEea
NOTES MR NUALLATatopmm F
1) FOR 27(1YOOD4ACtED STEEL STUM WOOD
ANCHOR VAWES MAY BE USED.
NOTES FOR INSTALLATION
1) MULLIONS MAY BE INSTALLED IN
TEE' OR'CROSS' CONRGURATDN&
2) L4XIP MAY BE INSTALLED
HORIZONTALLY (SNOIMN) OR
VERTICALLY.
d
EXTERIOR
DETAIL F:
MULLION ATTACHED TO
STEEL STUD
STANDARD CLIP SHOWN)
TTV. ANCHOR
NAERs16T1RATL
Fit
vTc-ENse No
58705 Q
1 '; A-
LYNN MILLER, P.E. FL
P.EJI5S M5
TABLE 2A
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0
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ANGLE
CLIP MUST
SE USED
IN PAIRS.
FIGURE 4: FIGURE S: FIGURE 6:
TABLE NOTES:
1) SEE SHEET 9 FOR INSTRUCTIONS ON USING THE TABLES SEE SHEETS "FOR GENERAL
INSTALLATION METHODS.
USE THIS SHEET FOR
CLIPPED MULLIONS
119E RECTANGULAR
LOADING FOR ALL TEE OR
I r ; I CONFIGURATIONS,
AND ALLASSENSUES CONTAINING
A SINOLEIOOUSLE
HUNG WINDOW.
USE
TRAPED)IDAL ITRMNGU
AR LOADING FOR
ALL OTHERS. ANCHOR
CAP.., USE
THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY
REGUIREV GORRESPOmDW TO AN ACTUAL
PRESSURE REQUIREMENT FOR TIC OPENC/
G. WHEN IT IS LOWER THAN THE WUJC CAPACITY (
FROM THE TABU OF THE SE1F.C7EIMULLION.
IT WILL YIELD A MINW IM ANCHOR CAPACITY
WHICH MAY BE USED To ou#LwY ADDITIONAL
ANCHOR OPTIONS FROM THE ANCHOR
CAPACITY TABLE 2)
LINEAR INTERPOLATION BETWEEN MULL LFHG mS moaR OPEiINO wWKS IS ALLOWABLE 3)
MULLION AND MULLION CLIPS SHOWN ARE NOT TO W ALE FOR EXACT DIMENSIONS, SEE SHEET
Y. HOLES TO BE DRUM IN THE FIELD FOLLOWING DIMENSONAL RESTRICTIONS SHOWN
ON SHEET 0. FIGURES SHOW SUGGESTED. APPROMMATE HOLE LOCATIONS. o)
SUBSTRATES: CONCRETE SHALL CONFORM TO AC 301 SPECIFICATIONS. HOLLOW AND GROUTfLLLEO
CONCRETE BLCCK UNIT (CNN) SHALL CONFORM TO AMU C4M WOOD SHALL BE
PRESSWtETREATEp VBLOW SOUTMMERN PINE WITH AN SG OF 0.66. ALUMINUM SHMl BE 6003•
TO AND BE A UNIMUM OF .IDOL• THICK STEEL SILOS TO BE A MNUMIAN GRADE 33 AND 04r
THICK (16 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .12r THICK AND AX ALL ANCHORS
UNTO METAL SMALL EKTENO AT LEAST 3 SCREW THREADS EEYOND THE MATERIAL 910
6 #12 ANCHORS INTO WOOD MAY BE STEEL. I" S.S. OR 410 S.S. 1.
257 1250'
IDOL'
L
t12V %
32r X.10V MUlL10N
lot
VININAM
l'••`
EHSF'•:EP No.
SWO5 S
ONA •. . A.
LYNNIM IER PE. FL
P.E.6 56705
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umft11,
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d TAOI t
QY USE THIS
SHEET FOR CLIPPED MULLIONS
Ns.p
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Jdjla fq
mt taaft LOADING FOR ALL TEE OR It` S ]
aat l`
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IN
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FIGURE L'
FIGURE 8 FIGURE 4 X (Mtn
t tnu en '•• •• • ANCHOR CAP.,, USE THIS
FORMULA TO OBTAIN THE *ANCHOR CAPACITY REQUIRED'
CORRESPONDING TO AN ACTUAL PRESSURE
REQUIREMENT FOR THE OPENING. WHEN
IT IS LOWER THAN THE MULLICI CAPACITY (FROM
THE TABLE) OF THE SELECTED MULLION. R
WILL YIELD A M04MUM ANCHOR CAPACITY WHICH
MAY BE I TO QUALIFY ADDITIONAL ANCHOR
OPTIONS FROM THE ANCHOR CAPACITY
TABLE TABLE NOTES
1) SEE
SHEET Y FOR INSTRUCTIONS ON USING THE TABLES SEE SHEETS 36 FOR GENERAL INSTALLATION METHODS, 2) LINEAR
INTERPOLATION BETWEEN MULL LENGTHS AND= OPENNG WIDTHS IS ALLOWABLE 3) MULLION
AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DaWaloN5. SEE SHEET p.
HOLES TC BE 1*LLED IN TT¢ FIELD FOLLOwNG01MESIDNAI RE97WCT1ONS SHOWN ON
SHEET 9. FTGURE9 BHCAN SUGGESTED. APPRWOLMTE HOLE LOCATIONS, SUBSTRATES: CONCRETE
SHALL CONFORM TO AC Xi SPECFICAT10NS. HOLLOW AND GRCUT-FILLED
CONCRETE BLOC( UNIT (CMU) S! Wl CONFORM TO ASTM C 0. WOW SHNA BE PRESSURE -
TREATED YELLOW SOUTHERN POE WITH AN SO OF 0 SS ALLMNUM SHALL BE GMTS AND
BE A MNO,UM OF .100• THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND OHS THICK (
18 GAUOE STRUCTURAL STEEL TO BE AT LEAST .t2V TWOI AND Aft. ALL ANCIgR$ INTO
METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL no a,
u AHCNORs u+To wood w r BE STEEL, tg.a ss oR.to as trrXusx.aW MULLION mium,
No.
5ST05
Q •{F
rn,%rc- ORIO5T 080
A
LYNIN
hlitLER. P.C. FL P.
E./ 68705
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FIGURE 1 AIDARD QJp FIGURE 2 BTANOARD CL8 S
ANGLEF•BE USED
IN PAM
FIGURE 4' RtiURE G FIGURE &
IMILUM
1) SEE SHEET O FOR INSTRUCTIONS ON USING THE TABLES SEE SHEETS 35 FOR GENERALINSTALLATIONMETHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WDT61S ALLOWABLE.
3) MILLION AND MULLION CUPS SHOWN ARE NOT TO Sella FOR EXACT DMENSIOlNS, SEE
SHEET O. HOLES TO BE DRILLED IN THE fIE.D FOLLOWING OUMElLSIONAL RFSTRICT10N3
SHOWN ON SHEET O. FIGLIRE9 SNOW SIIGGE$TE0. AFPRWtpA4TE HOLE LOCATIONa
SUBSTRATES CONCRETE SHALL OONFORM TO AC ?DI SPECIFICATIONS HOLLOW AND
GROUT -FILLED CONCRETE MOCK UNIT AM SHALL CONFORM TO AMM GOO. WOOD SHALL
BE PRFSSUR&TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0 S& ALUMINUAN SHALL BE
600375 AND BE A MINIMUM OF .100' THOL STEEL STUDS TO BE A MNhW GRADE b AND
ORS' THU (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.12F THU ANDAX ALL
ANCIgRS INTO METAL 6NALL EXTEND AT LEAST 9 SCREW THREApg BEYOND THE MATERIAL.
no a n2 ANCHOR$ wTo N100o MAr BE STEEL 1B•S Sa OR 10 Sa.
USE THIS SHEET FOR
CLIPPED MULLIONS
USE RECTANGULAR
LOADING FOR ALL TEE OR
CROSS CONAGURATIQNS,
AND ALL ASSEMLIES
CONTAINING A
SINGLECOUBLE HUNG
WINDOW.
USE TRAPEW AL
TRIANGULAR LOADING
FOR ALL OTHERS.
w ANCHOR CAP.— I
THIS FORMULA TO OBTAIN THE 'ANCHOR
ACIY REQUIRED' CORRESPONDING TO AN
IIAL PRESSURE RECUUMmENT FOR THE
NONE, WHEN R IS LOWER THAN THE MILLON
CITY (FROM THE TABLE) OF THE SELECTED
ION. IT WILL YIELD A MWIMUAU ANCHOR
ICTY WHICH MAY BE USED TO QUALIFY
TICkAL ANCHOR OPTIONS FRAM TINE
40R CAPACITY TABLE
12rXaWXMC
IAall[f1
uuu/r
y LYNN Uu
GENSp •'• ;F•P
No.56705
0' S iE
FSiS OAtEa N- , A.
LYI f MILWR. P.E. FL
P.E.0 511705
LiarAwLl. __.:2
1) DETERMINETNE CNN PRE45URE RAM to FOR THE
OPENING USOO THE ABCE•7 BTANDARD.
2) CHOOSE A pL1110!! TYPE THAT WILL FIT THE DEPTH OF THE
FENESTRATION PRODUCPS FRAME Dan%
3) REFER TO OEM "'TO DETERMINE IF THE WIND LOADING 6
RECTANGUL Ir OR 'TRlANGULARltRAPEZOG•.
4) FOOD THE CHOSEN AU ONS MILLION GPAlX1Y 11FA P1 FROM
TABLES 2A THROUGH 4A. ON SHEETS 6 THROUGH 8 RESPECTIVELY.
USING THE MLLLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT
DEPBJDINO 6 THE MULLION IS SPANNING VERTICALLY OR
HORIZONTALLY)L THE AINED SHALL
C®THEx T.Ir FOR TIE
OPBt1110 OBTAINED IN STEP 1) 6)
FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE
NEXT OOULW ANCHOR CAPACITY WMMUM THIS VALUE IiT<
PRESEN79 THE WDOLMD TRANSFERR® TO THE SUBSTRATE BY THE
ANCHORS AND MUST BE MET TO ATTAIN THE FLLL MULLION CAPACITY.
6)
FROM THE ARCINOR CAPACITY NLBSI TABLE ON THE SAME SHEET AND USING
YOUR A.:LAL SWSiHATE GOIOIiR7N ( MULTIPLE ANROREUWMTrdMX:
I )A PATTEi0NMMYAPPLV) SaECTAN ANCHOR
CLIP PATTERN AND VERIFY THAT THE RE000tEDANCHOR CAPACITY
IS MET. 7)
IF THE MLLLMN 66MM G8.WM OBTAINED IN THE TABLE IS HICa1NER
THAN THE DESIGN PRESSM R FOR OPENING.
YOU my USE TIE /1NCIIlm CAPACITY ADJUS7LIEMT THE
FORMULA
TO OBTAIN THE LOWER ANCHOR CAPACITY RBOUMM WITH THIS
VALUE A LOWER ANCHOR CAPACITY OPTIC/ MAY BE SELECTED FOR
THE SAME SLESTRATE 6)
VERIFY THE MSIGN PRESSURE RATING NOSIFn FOR THE FENESTRATION
PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION
CAPACITY OBTAINED FOR THE MILLION SYSML THE ER
OF THE TM APPLY FOR THE ENTIRE MILLED FENESTRATION
PRODUCT ASSEMBLY. 9)
HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION
WHEN USING THIS APPROVAL TO APPLY FOR A POW. I
2U100 .
12s STANDARD CLIP 6M76
ALUM. x4ECnON
12V
74M
I
I
2.12s ucLP
I
8OWT6 ANAL 1
Kill xsEcnOH 12sr
9
5.
600' 9.
124-- CUI
HEIR TO RE
CREATEF4MP, BEE 3TS' MIL
OETAL F. SHEET 4 I
I I
I I I i I
I I
I I i i USE
THIS SHEET FOR CLIPPED
MULLIONS I
hA-.123' ZO
ANGLE CUP 000.
176 ALUM. x-
SECTION .125 CENTER
OF ANCHOR HOLE MUST LIE WTMIN THE GASHED
BOUIOARY. SEE TAILE9 M.0 FOR THE ANCHOR
D.C. DISTANCE WA) MUM ANCHOR 14M
ONAIdEM • ANCHOR DIAMETER A Ule•. T—
Tr--------
1ANCHORHOLEi I
MUST
LR WITHIN i THE
DASHED BOUNDARY.
SEE TABLES
2849 FW
THE O.
C. DISTANCE
MAxOMUM
t i I I
ANCHOROL
HEDIAME•
TER ANCHOR
i L----------------------
DIAMETER
A mr. 11
It STANDARD CUP UCW CENTER
OF ANCHOR HOLE OAT LIE /011I~T6 ALUM 6003•T6 ALUM. WITHINwoASHEDBmommy.
SEE TOPVIEW TOPNEW TABLES
28-0 FOR THE ANCHOR O C. DISTANCE.
MWINUM ANCHOR HOLE DIAMETER •
ANCHOR DMMETER • VAC. 31S
I ----_-_
II , I
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I
I I I I TABLE
D DOWSE.
CUP 600.
146AWM. TOM"
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w)t A' 2Dt62 mmllTM AM1121M 416MIM 6M617Y MIN.
MIN.
1 lorida Building Code Online
r
Page 1 of 3
lit
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Busines (
Product ApprovalProfessitinal0USER_Milk User
Regulation
Pronu[t Aeoroval Menu > ProOuet or Aeollratbn SU= > Application Ust > Application Detail
FL # FL4904-R7
Application Type Affirmation
Code Version 2014
Application Status Approved
Comments
Archlved
Product Manufacturer Masonite International
Address/Phone/Email 1955 Powis Road
West Chicago, IL 60185
615)441-4258
sschreiber®masonite.com
Authorized Signature Steve Schreiber
sschreiber@masonite.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Certification Mark or Usting
Certification Agency National Accreditation & Management Institute
Validated By National Accreditation & Management Institute
Referenced Standard and Year (of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
I affirm that there are no changes In the new Florida
Building Code which affect my product(s) and my product(s)
are In compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity Yes No N/A
Product Approval Method Method I Option A
http://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgteluIwHNbbISc... 10/6/2015
Florida Building Code Online Page 2 of 3
Date Submitted 04/29/2015
Date Validated 04/29/2015
Date Pending FBC Approval
Date Approved 05/04/2015
Summary of Products
FL * Model, Number or Name Description
4904.1 Wood -edge Steel Side -Hinged Door 6-8" Opaque 1/S and O/S Single Door
Units
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL4904 R7 C CAC N1006110.01.Ddf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration,Date
Impact Resistant: Yes 12/31/2020
Design Pressure: +76.0/-76.0 Installation Instructions
Other: Evaluated for use in locations adhering to the FL4904 R7 II FLO128.odf
Florida Building Code Including the High Velocity Hurricane Verified By: National Accreditation & Management Institute
Zone, and where pressure requirements as determined by Created by Independent Third Party:
ASCE 7, Minimum Design Loads for Buildings and Other Evaluation Reports
Structures, does not exceed the design pressures listed. FL4904 R7 AE 504A.odf
3'-0" x 6'-8" max nominal size. When large missile Impact Created by Independent Third Party: Yes
resistance Is required, hurricane protective system Is NOT
required. See DWG-MA-FLO128-05 for details.
4904.2 Wood -edge Steel Slde-Hinged Door 8'-0" Opaque 1/S and O/S Single Door
Units
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL4904 R7 C CAC N1006110.02.Ddf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 12/31/2020
Design Pressure: +70.0/-70.0 Installation Instructions
Other: Evaluated for use In locations adhering to the FL4904 R7 11 FL0129.odf
Florida Building Code Including the High Velocity Hurricane Verified By: National Accreditation & Management Institute
Zone, and where pressure requirements as determined by Created by Independent Third Party:
ASCE 7, Minimum Design Loads for Buildings and Other Evaluation Reports
Structures, does not exceed the design pressures listed. FL4904 R7 AE 503A.Ddf
3'-0" x 8'-0" max nominal size. When large missile impact Created by Independent Third Party: Yes
resistance Is required, hurricane protective system is NOT
required. See DWG-MA-FLO129-05 for details.
4904.3 Wood -edge Steel Side -Hinged Door 6'-8" Opaque I/S and O/S Door w/ or w/o Sidelites
Units
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL4904 R7 C CAC N1006110.0l.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 12/31/2020
Design Pressure: +55.0/-55.0 Installation Instructions
Other: Evaluated for use in locations adhering to the FL4904 R7 11 FL0128.odf
Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation & Management Institute
Zone, and where pressure requirements as determined by Created by Independent Third Party:
ASCE 7, Minimum Design Loads for Buildings and Other Evaluation Reports
Structures, does not exceed the design pressures listed. FL4904 R7 AE 502A.odf
12'-0" x 6'-8" max nominal size. When large missile Impact Created by Independent Third Party: Yes
resistance is required, hurricane protective system is NOT
required on opaque panels, but Is required on glazed panels.
See DWG-MA-FLO128-OS.
4904.4 Wood -edge Steel Side -Hinged Door 8'-0" Opaque I/S Door w/ or w/o Sidelites
Units
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL4904 R7 C CAC N1006110.02.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 12/31/2020
Design Pressure: +45.0/-50.0 Installation Instructions
Other: Evaluated for use in locations adhering to the FL4904 R7 11 FL0129.ndf
Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation & Management Institute
Zone, and where pressure requirements as determined by Created by Independent Third Party:
ASCE 7, Minimum Design Loads for Buildings and Other Evaluation Reports
Structures, does not exceed the design pressures listed. FL4904 R7 AE 501A.odf
12'-0" x 8'-0" max nominal size. When large missile impact Created by Independent Third Party: Yes
resistance Is required, hurricane protective system Is NOT
required on opaque panels, but Is required on glazed panels.
See DWG-MA-FLO129-05.
4904.5 Wood -edge Steel Side -Hinged Door 8'-0" Opaque O/S w/ or w/o Sidelites
Units
Limits of Use I Certification Agency Certificate
Approved for use in HVHZ: Yes
http://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgtelulwHNbbiSc... 10/6/2015
Florida Building Code Online Page 3 of 3
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +50.0/-45.0
Other: Evaluated for use In locations adhering to the
Florida Building Code including the High Velocity Hurricane
Zone, and where pressure requirements as determined by
ASCE 7, Minimum Design Loads for Buildings and Other
Structures, does not exceed the design pressures listed.
12'-0" x 8'-0" max nominal size. When large missile Impact
resistance Is required, hurricane protective system is NOT
required on opaque panels, but Is required on glazed panels.
See DWG-MA-FL0129-05.
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL4904 R7 11 FL0129.odf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party: Yes
4904.E Wood -edge Steel Side -Hinged Door
Units
6'-8" Glazed I/S and O/S Door w/ or w/o Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL4904 R7 C CAC NI006110.03.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 12/31/2020
Design Pressure: +50.5/-50.5 Installation Instructions
Other: Evaluated for use In locations adhering to the FL4904 R7 II FL0130.odf
Florida Building Code Including the High Velocity Hurricane Verified By: National Accreditation & Management Institute
Zone, and where pressure requirements as determined by Created by Independent Third Party:
ASCE 7, Minimum Design Loads for Buildings and Other Evaluation Reports
Structures, does not exceed the design pressures listed. FL4904 R7 AE 502A.odf
12'-0" x 6'-8" max nominal size. When large missile impact Created by Independent Third Party: Yes
resistance is required, hurricane protective system Is
required. See DWG-MA-FLO130-05 for details.
4904.7 Wood -edge Steel Side -Hinged Door 8'-0" Glazed I/S Door w/ or w/o Sldelites
Units
Limits of Use Certification Agency Certificate
Approved for use In HVHZ: Yes FL4904 R7 C CAC N1006110.04.Ddf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 12/31/2020
Design Pressure: +40.0/-45.0 Installation Instructions
Other: Evaluated for use In locations adhering to the FL4904 R7 11 FL0131.odf
Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation & Management Institute
Zone, and where pressure requirements as determined by Created by Independent Third Party:
ASCE 7, Minimum Design Loads for Buildings and Other Evaluation Reports
Structures, does not exceed the design pressures listed. FL4904 R7 AE S01A.Ddf
12'-0' x 8'-0" max nominal size. When large missile Impact Created by Independent Third Party: Yes
resistance is required, hurricane protective system is
required. See DWG-MA-FLO131-05 for details.
4904.8 Wood -edge Steel Side -Hinged Door 8'-0" Glazed O/S Door w/ or w/o Sldelites
Units
Limits of Use Certification Agency Certificate
Approved for use In HVHZ: Yes FL4904 R7 C CAC N1006110.04.Ddf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 12/31/2020
Design Pressure: +45.0/-40.0 Installation Instructions
Other: Evaluated for use in locations adhering to the FL4904 R7 11 FL0131.odf
Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation & Management Institute
Zone, and where pressure requirements as determined by Created by Independent Third Party:
ASCE 7, Minimum Design Loads for Buildings and Other Evaluation Reports
Structures, does not exceed the design pressures listed. FL4904 R7 AE 501A.odf
12'-0" x 8'-0" max nominal size. When large missile impact Created by Independent Third Party: Yes
resistance Is required, hurricane protective system Is
required. See DWG-MA-FLO131-05 for details.
Bad, Neat
I :: 19e0 North Monroe Street. Tallahassee Fl. 12399 Phone: 850-487-1824
The State of Florida Is an ANEW employer. Copyright 2007-2013 Slate of Florida.:: Privacy Statement :: &&Ugbillty StetemeM :: Refund Statement
Under Florida low, email addresses are public records. If you do not want your e-maq address released in response to a public -records request, do not send
electonic mall to this entity. Instead, cD.. 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 e55, 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 !mall addresses are public record. If you do not wish to
supply a personal address, please provide the Department with an !mall address which an be made available to the public. To determine If you are a licensee under
Chapter e55, F.S., please dick h=.
Produd: Approval Accepts:
dnm®
Crc i%,Q E
http://www.floridabuilding.orglpr/pr app_dti.aspx?param=wGEVXQwtDgtelulwHNbbISc... 10/6/2015
r-o /fjf
SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT
6'-8" DOUBLE DOOR WITH / WITHOUT SIDELITES
GENERAL NOS
I EVALUATED FOR USE IN LOCATIONS ADIICRIVG TO
THE FLORIDA BUILDING CODE AND WHERE PRESSURE
REQUIREMENTS AS DETERMINED BY ASCE 7. MINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES.
DOES NOT EXCEED THE DESIGN PRESSURES LISTED.
2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON
OPAQUE PANELS. BUT IS REOUIREO ON GLAZED SIOELRES.
3. IN THE HVHZ. FACTORY PRIMED DOORS MUST BE PAINTED IV
ACCORDANCE %ITH SECTION 2220 OF THE FBC.
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
5. FLASTKS TESTING OF LITE FRAME MATERIAL-
TccT nceneenn.
SELF IGNITION TEMP
RATE OF BURNING
AST" 01929 740 'F > 650 'F I
0.77 IN MINAST" 0635
SMOKE DENSITY AST" 02843 13.4R
TENSILE STRENGTH- ASTM 0638 7.50% OIFF
cn
4500 HOURS XENON ARC Mn iETHOD'i' wtA1MENING
00
00 aoplu oa
0 00
2N • DDOR NIT DOUBLE DOOR UNIT
TABLE OF C04TENTS
SI IECT DESCRIPTION
1 TYPICAL ELEVATIONS & GENERAL NOTES
ANCHORING LOCATIONS &DETAILS
3 ANCHORING LOCATIONS do DETAILS
aq
O
G
149' W. OVERALL FRAME %VTH
21 " MAX 36 375" MAX
O.L.O.
I PANEL WIDTH { 37 5" MAX.
W/ASrRArAI I FRAME WIO'H
DOUBLE DOOR UNIT W/2102ITFS
l
SINGLE DOOR UN17 SMGLE OpOR zff SINGLE DOOR UNIT W/sID m-s
WITH SID 17 WITH ID
Ad1NdImwKkW
cwftbDNL MOOGa - y
Ferie+v'er BT.
OxeR J,Lf
DOUBLE DOOR UNIT W/SIDEL ITES
WHERE WATER INFILTRATION PERFORMANCE 15DESIGNPRESSURERATINGREQUIREDTOBE15XOFDESIGNPRESSURECONFIGMAXWIDTNINSWINGOUTSWINGINSWINGOUTSWWGX37.5 760 -760 76.0 760 19.0 -19.0 55.0 -55.0XX
OX or XO
74
7
55.0 -55.0
55.0
55.0 55.0 19.0 -19.0 55.0 -55.0
OXO 112.5
55.0 55.0 55.0 19.0 -19.0- 55.0 -550
OXXO
550 - 50 5 .0 5.0 15. -19.0 55.0 -5.0149550 -55.0 JS.O 0 - 5.0
W-1
sGtG N. T.S.
owc er: SW!
CNK. or•
KURT BALTHAZOR IIIUK+Mo NO.:
FLORIDA P.E. OWG_M,I_RO12t156533
SMTET I Or -
g
3
SEE OETAi
3"
F"
10 x 2"
s
2
a
8 x 2-1/2 #8 x 2-1/2"
10 x s/a"
8 x 2-1/2" #10 x I"
0 #10 x 5/8"
10 x 3/4"
10 x 2" DETAIL "E" ASTRAGAL
FRAME / DOOR ATTACH ASTRAGAL RETAINER BOLTDETAIL "D"
STRIKE PLATE TO FRAMEDETAIL
TYPICAL
AS SHOWN.
fftn
INSWING THRESHOLD
0.962'
T
OUTSWING -HRESHOLD
n b WAW
EE DETAIL
ASTRAGAL RETAINER BOLT HOLE
MUST BE DRILLED THROUGH
THE THRESHOLD & INTO THE
SIRUCTURE DEEP ENOUGH
FOR A 1.375" THROW
DETAIL T" ASTRAGA
O(TA 935 IG (1/0• ip11P. GLASS)
W/ OPSIM OECOTYL ACERf1ALUK/2"
SIEEL OR 9UM SPACER
Vz' erE
i—
16 x 1-1/2• P16
OOW 995-"
1:XTERiO8RMEERIOR
TYPICAL GLAZING DETAIL
ICE N.T.S.
IQY!G. 9r: sws
CHK. Or
or
SEE DETAIL
C' SIiT 2
ATTACHMENT DETAIL
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED,
SIGNED AND SEALED BY LUIS R. LOAAS, PE
FLORIDA #62514) WITH THE LOWEST (LEAST)
FASTENER RATING FROM THE DIFFERENT FASTENERS
BEING CONSIDERED FOR USE. JAMB, HEAD, AND
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE
10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL
SHIM MUST 6E PLACED IN SHIM SPACE AT EACH ANCHOR
LOCATION. TAPCON EDGE DISTANCE MIN 2-1 /2".
2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE
FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO
BACK JAMB UNITS JOINED WITH 1" X 1 /2" LONG
CORRUGATED FASTENERS LOCATED 3" FROM EACH END
AND MAXIMUM 7" O.C. OR # 10 X 2" FLAT HEAD WOOD
SCREWS LOCATED 6" FROM EACH END AND MAXIMUM
12" O.C.
3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM
ANSI/AF&PA NOA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT
OF 1-1 /2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE
MINIMUM EMBEDMENT OF 1-1/4".
4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TOTRANSFERLOADSTOS—RUCTURE.
5. MINIMUM DESIGN VALUE STRENGTII Of ANCHORS 171 LOS.
L
3
f
u
N
W +
Va SEE DETAIL
0' SHT. 2
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7
w
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C
m
1
3"
1.50"
MIN
HARDWARE SCHEDUL
1.
JKWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
AT 5-1/2" CEKTERLINE.
2. 4" X 4" FULL MORTISE BUTT HINGES
25'
MACiHIM
TYPICAL WOOD BUCK
ANCHOR INSTALLATION
1.25' MIN
0.25"
SMHM
CL—
v
TYPICAL MASONRY
ANCHOR INSTALLATION
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