HomeMy WebLinkAbout100 Wild Elm Ct=I1; ,
APR 10 2018
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CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: / _� q 3
Documented Construction Value: S. 'C C� t
Job.Address: lam` C i(l :sy J�L Historic District: Yes ❑ No-9
Parcel ID: Residential ❑ Commercial ❑
Type of Work: New R Addition ❑ Alteration ❑` Repair ❑ Demo ❑ Change of Use ❑ ❑ Move
Description of Work: �, (1G(� t ��� od C' (Y) e S
y
Plan Review Contact Person: SC\6e, C(z) M d? Title:
Phone: LAU1 �(� ' �c� ,��1 Fax: Email: !
Property Owner Information
NameS \ Phone: ' I D _�Ck SCE
Street: Resident-of'property? +
City, State Zip:
Contractor Information
Name Phone:
Street: Fax:
City, State Zip:
Name
Street:
State License No.:
Architect/Engineer Information
Phone:
Fax:
City, St, Zip: E-mail: —
Bonding Company: Mortgage Lender:
Address:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application _Tf O 0
I '
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
�y
c
ture o Owner/Agent%� Date Signature of Contractor/Agent Date
C �A` t f�r1 0 [7
Pnn O� Agent's Name �r Print Contractor/Agent's Name
Signature of Notary- tate of Florida DalSignature of Notary -State of Florida Date
- _ ANNE7E M BLAND
Notary Public - State of Florida
' Corrmissior r GG 170900
My Comm. Expires Jar, 16.2022
Ecrcec :-.r_,cr Va cra r cc ar., Assn
Owner/Age e a o 0 or Contractor/Agent is Personally Known to Me or
Produced 1D Type of ID Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing❑ Gas[] Roof ❑
Construction Type: Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads Fire Alarm Permit: Yes ❑ No ❑
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
FIRE:
WASTE WATER:
BUILDING:
Revised: June 30, 2015
Permit Application
REQUMED INSPECTION'SEQUENCIE'
Bpg I q , 1-1 LA -.?-,
Wm Max f-mis2ection Description.
Footer / Setback
'Remwa-11
Foundation / Form Board. -Survey
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
Drywall / Sheetrock
Lath Inspection
Final Solar
Final Roof
Final Stucco./ Siding
Insulation Final
Final Utility Building -
Final Door
Final Window -
Final Screen.Room
Final. Pool Screen Enclosure.
Mobile Home Building Final
Pre -Demo
Final Demo.
Filial Single Family Residence
Final. Building. (Other),
Addiress:
l�Iln
am
lnsipecifion.Descri2flon
Electric. Underground
Footer /' Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
V I INNER
mn
Max.
1mectic>r� ip n
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
hUU
Max
limspecdon DescyRion
Mechanical Rough
Mechanical. Final
Mg ME ffm M.
Mk
max
rms2ecdom. Descidj2dom
Gas Underground
Gas Rough
Gas. Final
REVES ED: Aine 2914
.. _7
I agree that, as the party legally and financially responsible for this proposed construction activity, I will
abide by all applicable laws and requirements that govern owner -builders as well as employers. I also
Sc
understand that the construction must comply with all applicable laws, ordinances, building codes, and
zoning regulations.
SC
I am of aware of construction practices and I have access to the Florida Building Codes.
I understand that I may obtain more information regarding my obligations as an employer from the Internal
Revenue Service, the United States Small Business Administration, the Florida Department of Financial
Services, and the Florida Department of Revenue. I also understand that I may contact the Florida
Construction Industry Licensing Board. at 1-850-48771395 or at www.myflorida.clom/dbpr/pro/cilb/ for
more information about licensed contractors.
I am aware of, and consent to, an owner -builder building permit applied for in my name and understand
that I am the party legally and financially responsible for the proposed construction activity at the address
listed below.
I agree to notify the building department immediately of any additions, deletions, or changes to any of the
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Jam—
information that I have provided on this disclosure or in the permit application package.
Licensed contractors are regulated by laws designed to protect the public. If you contract with a person
who does not have a license, the Construction Industry Licensing Board, the Department of Business and
Professional Regulation and the building department may be unable to assist you with any financial loss
that you sustain as a result of a complaint. Your only, remedy against an unlicensed contractor may be in
civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an
individual or firm is injured while working on your property, you may be held liable for damages. If you
obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying
whether the contractor is property licensed and the status of the contractor's workers' compensation
coverage.
o ZC�
Proper L
y Address: 3
t
LCMeL do hereby state that I am qualified
and capable of performing the requested construction involved with the permit application fled and agree to the
e itions specified aboK.
l
of Owner -Builder Date
Form of Identification
(Must be Photo ID)
A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment
not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local
permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy
for unlicensed activity against the owner and any person performing workthat requires licensure under
the permit issued.
Rev. 9.14.2009
OWNER BUILDER STATEMENT/AFFIDAVIT
Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for
homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities.
OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT
BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement)
I understand that state law requires construction to be done by a licensed contractor and have applied for
an owner -builder permit under an exemption from the law. The exemption specifies that 1, as the owner of
<7
the property listed, may act as my own contractor with certain restrictions even though I do not have a
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license.
I understand that building permits are not required to be signed by a property owner unless he or she is
responsible for the construction and is not hiring a licensed contractor to assume responsibility.
I understand that, as an owner -builder, I am the responsible party of record on a permit. I understand that I
may protect myself from potential financial risk by hiring a. licensed contractor and having the permit filed
in his or her name instead of my own name. I also understand that a contractor is required by law to be
licensed in Florida and to list his or her license numbers on all permit and contracts.
I understand that I may build or improve a one -family or two-family residence or a farm outbuilding. I
may,also build or improve a commercial building if the, costs do not exceed $75,000. The building or
residence must be for my own use or occupancy. It may not be built or substantially improved for sale or
lease. If a building or residence that I have built or substantially improved myself is sold or leased within
in 1 year after the construction is complete, the law will presume that I built or substantially improved it
for sale or lease, which violates this exemption.
Sc
I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction.
I understand that I may not hire an unlicensed individual person to act as my contractor or to supervise
persons working on my building or residence. It is my responsibility to ensure that the persons whom I
employ have the licenses required by law and by city ordinance.
I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an
owner -builder permit that erroneously implies that the property owner is providing his or her own labor
and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any
injuries sustained by an unlicensed person or his or her employees while working on my property. My
homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -
builder and am aware of the limits of my insurance coverage for injuries to workers on my property.
I understand that I may not delegate the responsibility for supervising work to a licensed contractor who is
not licensed to perform the work being done. Any person working on my building who Is, not licensed
must work under my direct supervision and must be employed by me, which means that I must
comply with laws requiring the withholding of federal income tax and social security contributions
under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation
for the employee. I understand that my failure to follow these laws may subject me to serious financial
risk.
Rev. 9.14.2009
SCPA Parcel View: 11-20-30-507-0000-0920
Page 1 of 2.
Property Record Card
P Parcel: 11-20-30-507-0000-0920
srrwaxtootmnv,n.aan+Property Address: 100 WILD ELM CT SANFORD, FL 32773
Value Summary
2018 Working
2017 Certified
Values
Values
Valuation Method
Cost/Market
Cost/Market
Number of Buildings
1
1
Depreciated Bldg Value
�$110,371 —
$90,152
Depreciated EXFT Value
( $600
$600
Land Value
I $30,000
$25,000
(Market)
—
Land Value Ag�
Just/Market Value "
Portability Adj
$140,971
$115,752
Save Our Homes Adj
$64,465
$40.820
Amendment 1 Adj
$0
P&G Adj
$0
$0
Assessed Value
$76,506
$74,932
Tax Amount without SOH: $1,416.24
2017 Tax Bill Amount $639.82
Tax Estimator
Save Our Homes Savings: $776.42
Does NOT INCLUDE Non Ad Valorem Assessments
Seminole County GIS
Legal Description
LOT 92
HIDDEN LAKE PH 3 UNIT 3
PB 27 PGS 50 & 51
Taxes ��
Taxing Authority
Assessment Value I
Exempt Values
Taxable Value
County General Fund
$76,506
$50,000
$26,506
Schools
$76,506
$25,000
$51,506
City Sanford —�
— $76,506
$50,000
$26,506
SJWM(Saint Johns Water Management)
$76,506
$50,000
$26,506
County Bonds
$76,506
$50,000
$26,506
Sales
Description
Date
Book
Page
Amount
Qualified
Vac/Imp
SPECIAL WARRANTY DEED
8/1/2009
07258
1260
$99,900
No
Improved
QUIT CLAIM DEED
8/1/2009
07258
1259
$100
, No
_
Improved
CERTIFICATE OF TITLE
4/1/2009 _
07177
0478
$100
No
Improved
WARRANTY DEED _
8/1/2006
06385
0708 —
i $209,000
Yes —
Improved
WARRANTY DEED
12/1/2002
04652
1799
$99,500
Yes
Improved
WARRANTY DEED
5/1/1987
01851
10063
$64,000
Yes
Improved
WARRANTY DEED
8/1/1983
01480
1 1572
$52,900
( Yes
Improved
find Gomparabie Sales
Land
Method Frontage Depth
Units Units Price
Land Value
LOT 0.00 0.00
1 1 $30,000.00
$30,000
Building Information
I.- _.-_ .
http://parceldetail.scpafl.org/ParcelDetaillnfo.aspx?PID=l1203050700000920 4/10/2018 J
RECORD COPY
ASSOCIATED MATERIALS
> - -
1 N C O R P O R A 7 F D
3773 STATE ROAD
CUYAHOGA FALLS, OH 44223
MODEL 3001/3B01/3A0.1/3AB 1 "ST"
EXTRUDED VINYL
DOUBLE HUNG "Replacement" WINDOW
'NON -IMPACT'
GENERAL NOTES
1. This product has been evaluated and is in compliance with the 6th Edition
(2017) Rodda Bulding Code (FBC) structural requirements excluding the
"High Velocity Hurricane Zone" (HVHZ). .
2. Product anchors shah be as fisted and spaced as shown on details. Anchor
embedment to base material shah be beyond wag dressing or stucco.
3. When used in areas requiring wind bome debris protection this product is
required to be protected with an impact resistant covering that complies
with FBC Sections IM9.1.2 & R301.2.12.
4. For 2( stud framing construction, anchoring of these units shah be the some
as that shown for 2(buck masonry construction.
5. Site condtions that deviate from the details of this drawing require further
engineering analysis by a licensed engineer or registered architect.
TABLE OF CONTENTS
SHEET# DESCRIPTION
1 T cal elevaWm, de' 8 enerat notes
2 Ho cal aou sec5om
3 Vertical c=sectiom
4 Buc and home
5 B8 o motedob. cam ents and gb&q detal
REVIEWED FOR CODE' COMPLIANCE
OLA 1 �__"_
EXAMINER
4-1 -
4 . --6 TE
o
P
BY.-
SEE CHART FOR
FRAME WIDTH
OVERALL
FRAME
.DIMENSION
-- MAX
_ DLO
(TOP)
MAX;_
DLO `.
(BOTTOM)
Glass
DESIGN PRESSURE fPSF).
-
TYPE
,POSITIVE
NEGAIIVE�
36.0" X 60.0"
29.12" X 25.75"
30.1r X 26.75"
Gl
+50.0
-60.0
36.0" X 72.0"
29.1r X 31.75'
30.12" X 32.75"
Gl
+50.0
-55.0
36.0' x 78.0"
29.12" X 34.75`
30.12" X 35.75"
'GI
+45.0
-45.0
44.0' x 75.0'
37.12" X 33-25'.
38.12- x 34.25"
G1
+35.0
-35.0
52.0" x 62.0"
45.12" X 26.75'
46.1r X 27.75"
G1
+35.0
-35.0
480x 84.0"
41.1r X 37.75'
42.1r X 38.75"
di
+30.0
.30.0
44.0" x 96.0"
37.12" X 43.75"
38.1r X 44.75"
GI
+25.0
-25.0
52.0"x96.0"
45.IrX43.7S
46.1rX44.75-
GI
+15.0
SANFORD BUILDING DIVISION
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
FL-11720.9
# 1 8 - 1 7 4 3
0ViLD/,VC
SANFORD
O�AgRTM���
I
1-1/('MIN.
EMB.
1-1/4'MN.
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RIOR
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2 S�w Drecl to MasorvyOptionDrecf to MasorvyOption
1 HORRONTALCROSS SECT70N
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NIERIOR
INIERIOR
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SMIOR IMERIOR 12 W
1 VERTICAL CROSS SECTION 15
3 Z(5UCKUnshuclwn 14 \ _ { &I S o
4 3 14 d a
EXT
12 12
UM INTERIOR 4
GI GI 13 4
u
EXTERIORt1241
GI 8 12 8 t2
1 INERIOR ^ INTERIOR $ d a a H z
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4 VERTICAL CROSS SECTION
3 OShannw M ,-ttom Sash RWs
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2 VERTICAL CROSS SECTION
3 z(buck Cmtmnw
�1 VERTICAL CROSS SECTION
3 -,Phown, MED ftoNom Sash Rocs
i
D
TYP. _ 4
2XSUCK
4
MASONRY MASOt
OPENNG OPEN
IXIERIOR IMERIOR
BUCKANCHORING 1RACK TRACK
CONCRETE ANCHOR NOTES:
1. Concrete anchor locations at the corners may be adjusted to mintain the min.
edge distance to morforldnts.
2. Concrefe onchorlocatiom noted as WAX. ON C84W must be acqvsled to
maintain the min. edge distance to modarjWnts, additional concrete onctwrs
may be regvFed to ensure the MAY ON CEMER"dimension are not exceeded.
3 Concrete anchor tatila:
ANCHOR
ANCHOR
MIN.;=
iNINCLFARANCE
"MfN CIEARANGE
..:
TYPE'.
SRE ......
EMBEDMEM
iO MASONRY70
ADJACENT(;:
ANCHOR_.:;;-
RW a
iAPCON
1/4'
1-i/A•_.
Y
4
ElCO
1/4'
1.1/4'
1"
4"
ULTRACON
WOOD SCREW INSTALLATION
N076:
Maintain a m4dmvm 5 8'
distance 1' end distance. a I'—. saaci a of
1. / edge
wood screws to prevent the spilling of wood.
FRAMEANCHOWNG
(2X Buck)
.
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I
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MASONRY E
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FRAME TYP. 1
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EXIH110R
TRACK TRACK FRAMEAHCHORING
N
(IX Buck Direct to Masonry. Steel Stud)
>?mit
acre 11 12 13
S e N.T.S.
own er: JK
o« n VS ?
oiuwwc xa_ °
FL-11720.9 c
srm 4 a 5 p
BILL OF MATERIALS
REM R
DESCHPIION
MATERIAL
A
1X BUCK (SG >= 0.42)
WOOD.
B
2XBUCK (SG>=0.421 - _
WOOD
C
1/4"MAX.SHIM SPACE
D
1/4"X2-3/4" PFH ELCO OR BW CONCRETE SCREW
STEEL
E
MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
F
#10 X2-1/T PFH WOOD SCREW(13/8" MIN. EMBEDMENT)
STEEL
G
1/4• K 23/4' PFH ELCO OR HW CONCRETE SCREW
STEEL
H
1/4"X3-1/4' PFH ELCO OR TIW CONCRETE SCREW
STEEL
K
#IOPFHSELF-DRIWNGSMS
STEEL
L
# 10 X 2-1/4' PFH WOOD SCREW(13/16- MIN. (EMBEDMENT)
STEEL
X
STEEL STUD Min. Thk .03,E ASTM A653 GRADE 33 FY=33 Ksi Min, Fu=45 Ksi Min
STEEL
I
EXTRUDED VINYL HEAD AND JAMB •
RIGID PVC
2
EXTRUDED VINYL SILL'
RIGID PVC
3
EXTRUDED VINYL LOCK RAIL • - -
RIGID PVC
. 4
EXTRUDED VINYL MEETING RAIL'
RIGID PVC
5
EXTRUDED VINYL SASH STILE (MED) • _
RIGID PVC
6
EXTRUDED VINYL LOCK RAIL (MED) '
RIGID PVC
7
EXTRUDED VINYL HEAD INSERT •
RIGID PVC
8
EXTRUDED VINYL BOTTOM LIFT RAIL •
RIGID PVC
9
EXTRUDED VINYL TOP PULL RAIL
RIGID PVC
10
BALANCE COVER
-
Il
EXTRUDED VINYL SASH STILE* -
RIGID PVC
12
GLAZING BEAD*
RIGID PVC
13
EXTRUDED VINYL BOTTOM LIFT RAIL (MED) •
RIGID PVC
14
REINFORCEMENT -MEETING RAIL
STEEL
15
REINFORCEMENT -LOCK RAIL
STEEL
16
REINFORCEMENT-SM. STILE -
STEEL -
17
REINFORCEMENT-MED. STILE
STEEL
18
WEATHERSTRIP (FIN PILE).
_
19
WEAIHERSTRIP(VINYL BULB)
.. VINYL
.. 20
CAM LOCK -
STEEL
"IMAPPRUVEDWIRfE RXDPVC ExFERIOR E)MUSIONS FOR WINDOWSARETO BE PRODUCED BY D RUDERS
LICENSEES WAAMACERTIRCATION PROGRAMS FOR R GLD PVC EKLRUMW.
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SPACE1/B'ANNEALEDGIASS 11 12 13 N.T.S.JK SPACER aac lm LFS ?
7 HEAD INSERT - ow.•v+c w< n
Gl GIA7ING DETAIL FL-11720.9
sxm � a'y5 O
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Florida Building Code Online' Page I of 4
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�� USER: public User
PfpdJc; Aporo�al Menu > Product or Ao.+ icaeon Scorch > a2e1kat;90 List > Application Detail
t Ws. FL# FL11720-R16
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived G
Product Manufacturer Associated Materials Inc.
Address/Phone/Email 3773 State Road
Cuyahoga Falls, OH 44223
(330)922-2108
rickw@rvibldgconsultants.com
Authorized Signature Vivian Wright
rickw@rvibldgconsultants.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Double Hung
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
(..l 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 Architectural Testing, Inc.
Quality Assurance Contract Expiration Date 12/31/2020
Validated By Ryan 3. King, P.E.
(, Validation Checklist - Hardcopy Received
Certificate of Independence FLI1720 R16 COI (a) Cert of Independence.pilf
Referenced Standard and Year (of Standard) Standard _ Year
ANSI/AAMA/NWWDA 101/1.5.2/A440 2008
ANSI/AAMA/NWWDA 101/I.S.2/A440 2011
ASTM E1886 2005
ASTM E1996 2005
Equivalence of Product Standards
Certified By
Sections from the Code
Quick Notes Page 1
Florida Building Code Online
Page 2 of 4
Product Approval Method
Method 1 Option D
Date Submitted
09/08/2017
Date Validated
09/19/2017
Date Pending FBC Approval
09/22/2017
Date Approved
12/12/2017
Summary of Products
FL it Model, Number or Name Description
11720.1 a. Model 0301 Extruded Vinyl Double Hung Window with Nail An - 'Non -
Impact"
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
E1.1 1720 R16 11 (a) INST 11720.I-pcj
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 11720.1 for Design Pressure Ratings, any
FL11720 R16 AE (a) EVAL 11720.1.0f
additional use limitations, Installation instructions and
Created by Independent Third Party: Yes
product particulars.
11720.2
b. Model 0501
Extruded Vinyl Double Hung Window - "Non -Impact'
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL11720 R16 II (a) INST 11720.2.ndt
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 11720.2 for Design Pressure Ratings, any
FL11720 R16 AE (a) EVAL 11720.2.odf
additional use limitations, Installation Instructions and
Created by Independent Third Party: Yes
product particulars.
11720.3
c. Model 0501 HP
Extruded Vinyl Double Hung Window - "Non -Impact"
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL11720 R16 If (a) INST 11720.3.ndf
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 11720.3 for Design Pressure Ratings, any
FL11720 R16 AE (a) EVAL 11720.3.1)df
additional use limitations, Installation Instructions and
Created by Independent Third Party: Yes
product particulars.
11720.4
d. Model 0601
Extruded Vinyl Double Hung Window - "Non -Impact"
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL11720 R16 It (a) INST 11720.4.ndf
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 11720.4 for Design Pressure Ratings, any
FL11720 R16 AE (a) EVAL 11720.4.pd[
additional use limitations, Installation Instructions and
Created by Independent Third Party: Yes
product particulars.
11720.5
e. Model 8001
Extruded Vinyl Double Hung Window - "Non -Impact"
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL11720 R16 If (a) INST 11720.5.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 11720.5 for Design Pressure Ratings, any
FL11720 R16 AE (a) EVAL 1177.0.5.pdf
additional use limitations, Installation Instructions and
Created by Independent Third Party: Yes
product particulars.
11720.E
f. Model 9001
Extruded Vinyl Double Hung Window - "Non -Impact"
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL11720 R16 II (a) INST I I720.6.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 11720.6 for Design Pressure Ratings, any
FI-11770 R16 AE—(a) VAI 1_ 717 .0.6.ndf
additional use limitations, Installation Instructions and
Created by independent Third Party: Yes
product particulars.
11720.7 g. Model "IC 201 /'I" 201HP Extruded Vinyl `Tilt' Double Hung Window "Non -Impact"
jLimits of Use Installation Instructions
Approved for use In HVHZ: No FLI1720 R16 II (a) INST 11720.7.odf
r
http:/hv�,.floridabuilding.org/pr/pr_app_dtl.aspx?parani=wGEVXQwtDduzHEnMXhvex... US/2018
I
Quick Notes Page 2
rs- _..
Florida Building Code Online Page 3 of 4
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 11720.7 for Design Pressure Ratings, any
FLI1 20 R16 AE (a EVAL 11720.7.ndf
additional use limitations, Installation Instructions and
Created by Independent Third Party: Yes
product particulars.
11720.8
h. ttodel "I" 201 / "1" 201HP
Extruded Vinyl "Tilt" Double Hung Window - "impact"
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL11720 R16 If (b) INST 11720.8.Odf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
-
Other: See INST 11720.8 for Design Pressure Ratings, any
FL31720 R26 AE (c1 E�al 11720.8.E
additional use limitations, Installation Instructions and
Created by Independent Third Party: Yes
.product particulars. ,
11720.9
I. Model 3001 / 3B01 / 3A01 / 3AB3
"ST"
Extruded Vinyl Double Hung "Replacement" Window - "Non-
Impact"
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL11720 R16 11 (a) INST 11720.9.0t
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 11720.9 for Design Pressure Ratings, any
FL11720 R16 AE (a) EVAL 11720.9.odf
additional use limitations, Installation Instructions and
Created by Independent Third Party: Yes
product particulars.
11720.10
J. Model 3001 / 3A01 -ST-
Extruded Vinyl Double Hung "New Construction' (Nall Fin)
Window - "Non -Impact"
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL11720 R16 If (a) INST 11720.10.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 11720.10 for Design Pressure Ratings,
FL11720 916 AE (a) EVAL 11720 10 odf
any additional use limitations, Installation Instructions and
Created by Independent Third Party: Yes
product particulars.
11720.11
it. Model 'i'301 / "I" 301HP
Extruded Vinyl 'Tilt" Double Hung Window - "Non -Impact"
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL11720 R16 If -(a) INST 11720.Sl.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 11720.11 for Design Pressure Ratings,
FI t 17 Zp R16 AF. (�J-fvAL 11720.11.Pdf
any additional use limitations, Installation Instructions and
Created by Independent Third Party: Yes
product particulars.. .
11720.12 -
I. Model "1" 301 / "I" 301HP
Extruded Vinyl Double Hung window with Nall Fin - "Impact"
Limits of Use
Installation Instructions
Approved for use in HVHZ: No -
FL11720 R16. 11 (b) INST 11720.12 odf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 11720.12 for Design Pressure Ratings,
F.t_11720 R16 AE (ej_bval 1172.0.12.pdf
any additional use limitations, Installation Instructions and
Created by independent Third Party: Yes
product particulars.
11720.13
m. Model 8001 HP
Extruded Vinyl Double Hung. window - 'Non -impact"
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL11720 R16 II (a) INST 11720.13.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 11720.13 for Design Pressure Ratings,
FL11720 R16 AE (a) EVAL I I720.13.odf
any additional use limitations, Installation Instructions and
Created by Independent Third Party: Yes
product particulars.
Back Neat
Collar Us :: '601 81.,ir Stone Road. Tallahassee Ft 32399 Phone: 850-487-1874
The State of Florida is an AA/EEO employer. Copvricht 2007.2013 State of Florida.:: Privacy Statement :: Eccesslbdlty Statement :: Befvnd 5tatement
Under Florida Ww, email addresses are public records. If you do not want your a -mad address released In response to a public-rds request, do net send
electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.139S. •punwnt to
littp://xN,N%,w.floridabtiilding.orrr pr/pr_app_dtl.aspx?param=wGEVXQwtDgtizHEnMXJwex... 1/5/201 S
Quick Notes Page 3 i
i
i
Florida Building Code Online Page 4 of 4
I �
Section 45S.275(q, Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455. F.S. must provide the Department with an email address it
they have one. The emals provided may be used for official communication with the licensee. However email addresses are public record, tf 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 area licensee under
Chapter455, F.S., please dick here . ..
Product Approval Accepts:
i
Credit Card
Safe
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Quick Notes Page 4
gg
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A
I
.,��... A_ S_S_MATED_ _ MA_TERIAL_S_
1 N C O R P O R A T E D
3773 STATE ROAD
CUYAHOGA FALLS, OH 44223
SERIES 6400
MODEL 6402164051640616408
EXTRUDED VINYL
SLIDING PATIO DOORS
'WON -IMPACT"
GENERAL NOTE
1. this product has been evaluated and is In compliance with the 6th Edition (2017) Florida
Bung Code (FBC) structural requrements excluding the Riigh Velocity Hurricane Zone'
Imo).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to
base material shag be beyond wal dressing or stucco.
3. When used In areas requiring wind borne debris protection this product is required to be
protected with an impact resistant covering that complies with FBC Sections 1609.12 S
R301212
4. For 2x stud framing construction. anchoring of these urvls shah be the some air that shown for
2x buck masonry construction.
5. Site conditions that deviate from the details of this drawing require further engineering
analysis by a licensed engineer or registered architect.
TABLE OF CONTENTS
SHEET/
DESCRIPBON
I
T cal elevation, design pressures 6 general roles
2
Hodmldandverlk:o1 s secBom
3
vertical cross sections and gl2j2g details
4
Buck6 from orchorinsl
5
BB of materials, glaft de airs 3 earporwnts
F- sff CHART FOR MAX FRAME WIDTH
r
�
o
x
OVERALL
FRAME
DIMENSION
MAX.
PANEL
DIMENSION
MAX
D.L.O.
DIMENSION
GLASS
TYPE
DESIGN PRESSURE (PSI)
POSIFIVE
NEGATIVE
94.25" x 9557
47.5' X 925"
40.94" X 60.0"
G1
+25.0
-25.0
942T x 795"
475" X 76.19"
40.94" X 64.19'
G1
+30.0
-30.0
70.62" x 795"
35.62" X 76.19"
29.06- X 64.0"
G2
+45.0
-50.0
c er JK
a ec LFS
wrwc xoe
FL-12323.24
i
NOTES:
I. Paste comers fastened with (3) 48 x 3-PN SMS and
contain a closed cell foam gasket. The frame
Intersec8ons of the sIIl sealed with silicone sealant.
2. Fixed panel secured to Me head and A with two molded
composite 48rockeh, one at each end of fI» meeting stile.
Brooker anached to the tome with one 08 x I-l/4' SMt and
to the meeting she with one OB x S/8' SMS.
e
S 1-1/4'h1IN.
EMS. (TYP.)
! See note I
s B
1 HORIZOMAL CROSS SECTION
%,.ij 2x Buck
T
X
v
O
T
A19
00
C A E
2 HORIIOMAL CROSS SECTION
2 Shown w/IX sub -buck
r3"\ VERTICAL CROSS SECHON
2 Sha—w/g'xect to Mos MU5M
°M
_N< F
_ ^ O a
a Z
m12412
wit N.T.S.
ti tm. JK
� � n
FL-1232324 0
aT-2-rc 5 Q
I
Y
E
a
a
1 VERTICAL CROSS SECTION
3 Stawn w/ Ulm 10 Mmom option
VERTICAL CROSS SECTION
3 Shown W SIed 5WO fl.T.V Option
mw
NOTE:ShaefMefalSaewsmusfpanefrafa
-In. of 3 ttreods though at least two % �"• _ °� o ..
2 Sheets OfmetcI.MOintdnomWmvm
5/b'edge dstonce.
n
RF E $m�W
'a�X ^s �dtmm
Qy V 0L61�
V C r
E �i
;o �.
Z
� off
$ VI
S
o�
S/8' S/B'
GLASS BITE GLASS
BDE G LACK
''THICK GLASS
DOUBLE SIDED GLASS DOUBLE SIDED
F1
GLAZING TAPE GLAZING TAPE 1/8-TEMPERED
3/I6'TFMPERtD
O
o O
AIR SPACE AIR SPACE
AIR SPACE
UTTEMPERED
SETTING BLOCK INTERCEPT SPACER ISTEal
INTERCEPT SPACER (STEEL)
GT GLAZING DEfAiL GZ GlAI1NG DETAIL
i
DYN
T ("') 21• MAx.
PANEL F
I PANEL
., r IrrP 1 O.C. I".)
— n— 6'(fYP.I� 11 _
N I II
D TYP. ® HEAD : I t) F IYP. ®HEAD I I U
E JAMBS 4 O E JAMBS i i Ix BUCK-J
2X BUCK
r
I I
2x BUCK
MEETING SIiLE
I I
SHOWNFOR
REF.ONLY
II
II MEETING SIRE
MASONRY
N
MASONRY
II SHOWN FOR
OPENING
OPENING
II Rff.ONLY
II
II
I I
d�
BUCKANCHORING L'
FRAMEANCHORING
Masonry
2X
CONCRETE ANCHOR NOTES:
1. Conaoto onchorbc.ff— of the carvers moyba adjusted to mointoh ft rrdn
edge datance to mortorJoinh.
2 CanaeteanchabcaMomrotedos MAX.ONCENTErmust DeacILntedfo
maintain the nun. edge crafance to modaJoinh, oddRonot concrete anchors
ay mDo mqu6ed to ensure tho MAX. ON CENTER" d—Ii--not oxcsoded.
3. Canaefe anchor fade:
ANCHOR.
ANCHOR
M1N. '
MIN. CLEARANCE
MIN -CLEARANCE
WE ;:
SIZE--
EMBEDMENT.
TO MASONRY
TO'ADJACENT
EDGE`
ANCHOR
I1W
TAPCON*
I/4'
1.1/4'
7
4'
"CO
ULIRACONe
IJ4'
I1/4'
1•
4'
1. Mdnfdn a r **r 5ff edge cWc—e, Vend dstonce. E 1' o. spac6p of
wood straws to prevent the VElfing of wood.
MASONRY
,,,
. 11 All,
140
_= $=d"
_ O *
�d1; d
.A z
0= ..
���twn
may"
�' �•,
'"4
T,lllli w
o N Z
t
U
N
PAN fl rl�`
r (trPa
E E
Z m e
I I
)Ix BUCK II WRlWT.®
I I
HEAD
MASMBS
STFE�i Q
II TYP.0 HEAD
SO
I� EJAMES
ElG
II
II MEETING SIZE?
�a
N a
m
I I SHOWN FOR
II REF. ONLY
O1
II
II
o
a
m
.
FRAMEANCHORING`
(IX, 37ec1 Stud. D6edMasomy) •o
__
BILL OF MATERIALS
REM F
DESCANION
MAMMAL
A
IX BUCK (SG>= 0.42)
WOOD
B
2X BUCK (SG >= 0.421
WOOD
C
1/4-MAX. SHM SPACE
-
D
1/4-X23/4- PFH ELCO OR ITW CONCRETE SCREW
STEEL
E
MASONRY -3XIM PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFONG TO ASTM C90
RM
CONCRETE
F
R8X2-1/7PPHSIAS(13/8'MIN. EMBEDMENT)
STEEL
G
R8 X T PFH WOOD SCREW
STEEL
1/4-X31/4PFHELCOORBWCONCRETESCREW
STEEL
R 10 PPH SELF-DRILUNG SMS
STEEL
RB X3' PH SHEET METAL SCREW
STEEL
STEEL STUD Min. Thk MY (ASTM A653 GRADE 33 Fy=-33 0 Min. Fu=45 Ks, Min)
STEEL
FI
FRAME -HEAD &SIDE JAMBS•-4000400
PVC
FRAME BOTTOM SILL'-HUL10401
PVC
SFIXED & OPERABLE PANEL TOP RAIL' - RUW403
PVC
3" FIXED & OPERABLE PANEL STILE'- NUUD402
PVC
7" FIXED & OPERABLE PANEL BOTTOM RAIL* - R000404
PVC
13
FIXED PANEL SUPPORT* -R000409
PVC
14
ROLLER TRACK'- R000406
PVC
15
SCREEN TRACK HEAD & SILL' - R000408
PVC
16
GLAZING BEAD- -RUU0,410
PVC
18
INTERIOR INTERLOCK' - 4 000405
PVC
19
LOCK STILE INSERT'- R000417
PVC
20
SASH STOP' - RUU0416
PVC
21
ROLLER TRACK CAP
SS
23
HANDLE SET- SIGNATURE TOP LOCK -NULI0244
24
2-POINT LOCK
25
KEEPER
26
ROLLER
NYLON
27
WEEP COVER'
PVC
36
FRAME WEATHERSTRIPPING- AMESBURY.I87"X.240• G2 FIN PILE
37
FRAME WEATHERSTRIPPING -AMESBURY.187'X240'G2FIN FILE
-
38
INTERLOCK BULB SEAL-AMESBURY 91500
-
45
INTERIOR JAMB POCKET COVER' - N 000416
PVC
46
3"JAMBSTILEREINFORCEMENT-RUY0096
STEEL
50
3' INTERLOCK STILE REINFORCEMENT -NUY0098
STEEL
THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE
PRODUCED BY EXTRUDERS LICENSEES IN'AAMA CERTIFICATION PROGRAMS FOR
RIGID PVC EXTRUSIONS'.
F
b
,o • it b
OA7S 0❑Q LJ T O�OLL
° ❑° b n
A71'NiYj 9�
1 FRAME 10 mU 1
D o SbT
6d o
i
�
OA71' aQ
�dml_JC� o �
L4 FRAME
H
0.071' j �-'-�0.9P 1!---1 DIU
8 roPRAn 6-h'D t-it
h -tr=
--161--4 0S7--1 I-=-1 50 REINFORCEMENT REINFORCEMENT
wrLRLocK 46 JAMSSrRE
11 R0ITOM RAIL ODT 1d,
p,4y* 19 LOCK S°U INSERf � •1rl(
c4
ti
I 15 SCREEN TRACK
cq{
Dzy
14 ROIUR (RACK
0.06T
--
I
L
Pt
POCKETCOVER
45 20
F'---IAT��F--OAT
asAsxsroP
18 INTERLOCK 13 FIXED PANEL
SwPORr
16 G(ALNG aEAD
FL-12323.24
i.
J
G
Florida Building Code Online
Page 1 of 5
!
I
aCIS Nome lnq In I User Regktratlon Hot Toplc. i Submit
Surcharge Stats a Fact.- PubreaUons F5C Staff ; SCIS Site Map Links ! Search I
� d'��toridar
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ProductApproval
u USER: Pub4e U
Jj
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Product AvP 2-1: M! > Product or Aopli Wt en 5111h > Aoalllrti-
List > Application Detail
.,v tica�
% V
FL #
FL12323-RS !
Application Type
Revision
i
Code Version
2017
Ij
Application Status
Approved
Comments
Archived
Cl
Product Manufacturer
Associated Materials Inc.
Address/Phone/Email
3773 State Road
Cuyahoga Falls, OH 44223
(330)922-2108
rickw@rwbldgconsultants.com
Authorized Signature
Vivian Wright
'
rickw@rvrbidgconsultants.com
i
Technical Representative
Address/Phone/Email
� �
Quality Assurance Representative
I
'
Address/Phone/Emall
'
Category
Exterior Doors
Subcategory
Sliding Exterior Door Assemblies
I
Compliance Method
Evaluation Report from a Florida Registered Architect or a Licensed !
i
Florida Professional Engineer
I. -I 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
Architectural Testing, Inc.
' !
Quality Assurance Contract Expiration Date
12/31/2020
Validated By
Ryan ). King, P.E.
i
i
I
, 23 Validation Checklist- Hardcopy Received
Certificate of Independence
FL12323 RS COI (b) Certificate of Indeoendence.odf
Referenced Standard and Year (of Standard)
Standard Year
AAMA/WDMA/CSA101/1.S.2/A440 2005
AAMA/WDMA/CSA101/I.S.2/A440 2008
AAMA/WDMA/CSA301/I.S.2/A440 2011
ASTM E188G 2005
ASTM E1886 2013 - -
ASTM E1996 2006--
ASTM E1996 2012-
.
I
ASTM E1996 20t4
j
l
!
Equivalence of Product Standards
j
I
Certified By.
! I
Quick Notes Page 1
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J
f Florida Building Code Online Page 2 of 5
Sections from the Code
I
I
- i
i
Product Approval Method
i
Method 1 Option D -
Date Submitted
10/16/2017
Date Valldated
10/20/2017
Date Pending FBC Approval
10/26/2017'
Date Approved
12/12/2017
- - Summary of Products
-
I� Go to Page
til Page 2 /3 C:
FL fi
Model, Number or Name
Description
12323.21
u. Series 5200 Model 5202,,
5205,
Extruded Vinyl Sliding Patio Door with SIII Riser - (XO or OX
5206, 5208
Configuration -Nominal 8'0x 8'0)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL12323 R5 lI (a) Inst 12323.21.pdf
Approved for use outside HVHZ: Yes
Verlfled By: Lyndon F: Schmidt, P.E. 43409
Impact Resistant: No
Created by Independent Third Party: Yes.
i
Design Pressure: N/A
Evaluation Reports
Other: See INST 12323.21 for Design Pressure Ratings,
„.
FL12323 R5 AE (a) Eval'12323 21 odF.
any additional use limitations, Installation Instructions and
Created by Independent Third Party: Yes
product particulars:
12323.22
v. Series 5200 Model 5203, 5209,
5210, 5212
Extruded Vinyl "Impact" Sliding Patio Door with Sill Riser -
(XOX Configuration - Nominal 12'0 x 8'0)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL12323 RS iI (a) Inst 12323 22 pdf
Approved for use outside HVHZ: Yes
,
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 12323.22 for Design Pressure Ratings,
FL12323 R5 AE fal Evai.12323,22.pdf
any additional use Ilmitations, Installation Instructions and
Created by Independent Third Party: Yes
product particulars.
12323.23
w. Series 5200 Model 5202, S205,
5206, 5208
Extruded Vinyl Sliding Patio "Impact" Door with SIII Riser -
(XO or OX Configuration - Nominal 8'0 x 8'0
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL12323 R5 li (a) inst 12323.23.pdf
Approved for use outside HVHZ: Yes,
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 12323.23 for Design. Pressure Ratings,
FL12323 RS AE (a) EvaI 12323 23 ndf
any addltlonal use limitations, Installation Instructions and
Created by Independent Third Party: Yes
product particulars.
12323.24
X. Series 6400 Model 6402, 6405,
6406, 6408
Extruded Vinyl Sliding Patio Door -.(Xo or OX Configuration -
Nominal 8'0 x 8'0)
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL12323 R5 If (a) inst 17"')-1 4.pdf
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 12323.24 for Design Pressure Ratings,
FL12323 R5 AE (a) Eval 12323.24.ydf - -
any additional use limitations, Installation Instructions and
Created by Independent Third Party: Yes
product particulars.
12323.25
y. Series 6400 Model 6403, 6409,
6422 -
Extruded Vinyl Sliding Patio Door,- (OXO Configuration -
Nominal 12.0 x 8'0) -
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL12323 R5 11 (a) Inst 1.2323 25 pdf -
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 12323.25 for Design Pressure Ratings, ..
FL12323 R5 AE (al Eva112323.25.pdf
any additional use limitations, Installation Instructions and
Created by Independent Third Party: Yes
product particulars.
I
12323.26 Z. Series 6400 Model 6404, 6412 Extruded Vinyl Sliding Patio Door - (OXXO Configuration -
i
-Nominal 12'0 x 8'0)-
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Quick Notes Page 2 ¢
Florida Building Code Online
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: See INST 12323.26 for Design Pressure Ratings,
any additional use limitations, Installation Instructions and
product particulars.
Installation Instructions
FL12323 R5 J(_(a) Inst 12.323. pdf
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
FL12323 R5 AE (a) Eval 12323.26.odf
Created by Independent Third Party: Yes
Page 3 of 5
12323.27
za. Series 8400 Model 8402, 8405,
8406, 8408
Extruded Vinyl Sliding Patio Door - (XO or OX Configuration -
Nominal 8'0 x 8'0)
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FIA7,323 R5 II (a) Inst 1232.3.2.7.ndf
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 12323.27 for Design Pressure Ratings,
FL12323 R5 AE (a) Eval 12323.27.odf
any additional use limitations, Installation Instructions and
Created by Independent Third Party: Yes
product particulars.
12323.28
zb. Series 8400 Model 8403, 8409,
8422
Extruded Vinyl Sliding Patio Door - (OXO Configuration -
Nominal 12'0 x 8'0)
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL12323 R5 Ii (a) inst 12323.28.pdf
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 12323.28 for Design Pressure Ratings,
FL12323 R5 AE (a) Eval 12323.28.odf
any additional use limitations, Installation instructions and
Created by Independent Third Party: Yes
product particulars.
12323.29 zc. Series 8400 Model 8404, 8412
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: See INST 12323.29 for Design Pressure Ratings,
any additional use limitations, Installation Instructions and
product particulars.
12323.30 1 zd. Series 9400 Model 9402, 940
Extruded Vinyl Sliding Patio Door - (OXXO Configuration -
Nominal 12'0 x 8'0)
Installation Instructions
FL12323 R5 11 (a)Inst 12323.29.odf
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
FL12323 R5 AE (a)Eval 12323.29.odf
Created by Independent Third Party: Yes
5, Extruded Vinyl Sliding Patio Door - (XO or OX Conflguratlon -
9406, 9408 Nominal 8'0 x 8'0)
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: See INST 12323.30 for Design Pressure Ratings,
any additional use limitations, Installation Instructions and
product particulars.
12323.31 1 ze. Series 9400 Model 9403 940
Installation Instructions
F112323 R5 11 (a) Inst 12323.30.ndf
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
FL12323 R5 AE (a) Eval12323.30.odf
Created by Independent Third Party: Yes
9, Extruded Vinyl Slldlnn Patin nnnr - (nxn rnnfinnrannn -
9422 1 Nominal 12'0 x 8'0)
Limits of Use Installation Instructions
Approved for use In HVHZ: No F1.12323 RS 11 (a) Inst 17.32.3.31.ndf
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 12323.31 for Design Pressure Ratings, FL12323 R5 AE (a) Eval 12323.31.0f
any additional use limitations, Installation instructions and Created by Independent Third Party: Yes
product particulars.
12323.32 1 zf. Series 9400 Model 9404, 9412
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: See INST 12323.32 for Design Pressure Ratings,
any additional use limitations, Installation Instructions and
product particulars.
12323.33 zg. Series 6400HP Model
6402HP/6405HP/6406HP
Extruded Vinyl Sliding Patio Door - (OXXO Configuration -
Nominal 12'0 x 8'0)
Installation Instructions
FLIZ323 R5 ii (Wnst 12323.32.pdf
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
FL12323 RS AE (a) Eva[12323.32.odf
Created by Independent Third Party: Yes
Extruded Vinyl Sliding Patio Door - (XO or OX Configuration -
Nominal 6'0 x 6'8)
http://wNvw.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtF2AezuarjgJ5yf... 1/5/201 S
Quick Notes Page 3
Florida Building Code Online
Limits of Use Installation Instructions
Approved for use In HVHZ: No F],17.37.3 R5 If (a) Inst 12323 33.n
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 12323.33 for Design Pressure Ratings, FL12323 R5 AE (a) Eval 12323.33.1)df
any additional use limitations, installation Instructions and Created by Independent Third Party: Yes
product particulars.
Page 4 of 5
12323.34
zh. Model 6112
Extruded Vinyl Sliding Patio Door - (OXXO Configuration -
Nominal 12'0 x 8'0)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No -
FL12323 R5 11 (a) Inst 1237.3.34.pd
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 12323.34 for Design Pressure Ratings,
FL12323 RS AE (a) Eval 12323:34.odf
any additional use limitations, Installation Instructions and
Created by Independent Third Party: Yes
product particulars.
12323.35
zl. Model 8112
Extruded Vinyl Sliding Patio Door - (OXXO Configuration -
Nominal 12'0 x 8'0)
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL12323 RS 11 (a) Inst 12323.35.pdf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No
Created by Independent Third Parry: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 12323.35 for Design Pressure Ratings,
FL12323 R5 AE (a) Eval 12323:35.odf
any additional use limitations, Installation Instructions and
Created by Independent Third Party: Yes
product particulars.
12323.36
z). Model 9112
Extruded Vinyl Sliding Patio boor - (OXXO Configuration - _
Nominal 12'0 x 8'0)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL12323 RS 11 (a) Inst 12323.36.pdf
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 12323.36 for Design Pressure Ratings,
FL12323 RS AE (a) Eval 12323.36.odf
any additional use limitations, Installation instructions and
Created by Independent Third Party: Yes
product particulars.
12323.37
zk. Series 6400 Model
Extruded Vinyl Sliding Patio Door - (XO or OX Configuration -
6402/6405/6406/6408
Nominal 8'0 x 8'0 Max.)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FLI7.323 RS It (a) Inst 12323.37.01'
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 12323.37 for Design Pressure Ratings,
FL12323 R5 AE (a) Eval 12323.37.odf
any additional use limitations, Installation instructions and
Created by Independent Third Party: Yes
product particulars.
12323.38
21. Series 6400 Model
Extruded Vinyl Sllding Patio Door - (OXO Configuration -
6403/6409/6422 [3" & 5" Sash]
Nominal 12'0 x 8'0 Max.)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
F1,12323 R5 it (a) Inst 1737.3 38.pdf
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 12323.38 for Design Pressure Ratings,
FL12323 RS AE (a) Eval 12323.38.odf
any additional use limitations, Installation Instructions and
Created by Independent Third Party: Yes
product particulars.
12323.39
zm. Series 6400 Model 6404/6412
Extruded Vinyl Sliding Patio Door - (OXXO Configuration -
[3" & 5" Sash]
Nominal 12'0 x 8'0 Max.)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL1737.3 R5 If (a) Inst 12323.39.pdf
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 12323.39 for Design Pressure Ratings,
FL12323 R5 AE (a) Eval 12323.39.pdf
any additional use limitations, Installation Instructions and
Created by Independent Third Party: Yes
product particulars.
12323.40
Series 1411 Model
Extruded Vinyl Sliding Patio Door - (XO or OX Configuration -
02/6405/6406/8408 (3" & 5"
r84
Nominal 8'0 x 8'0 Max.)
sh]
hhttp:/hvww.floridabuilding.ore/pr/pr_app_dti.aspx?param=�vGEVXQwtDgtF2AezuarjgJ5yf... l /5/2018
Quick Notes Page-4 M
i
i
Florida Building Code Online Page 5 of 5
i
Limits of Use Installation Instructions
Approved for use to HVHZ: No F! 7,1 .37.3 RS Il (a) Tnst 12373.40,ndf
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 12323.40 for Design Pressure Ratings, FL12323 R5 AE (a) Eval 12323 40 odf
any additional use limltatlons, Installation Instructions and Created by Independent Third Party: Yes
product particulars.
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Quick Notes Page 5
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