HomeMy WebLinkAbout23-6587City of Zephyrhills
5335 Eighth Street
.......................
Zephyrhills, FL 33542
BAR-006587-2023
Phone: (813) 780-0020
Fax: (813) 780-0021
Issue Date: 07/14/2023
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12 26 210300 00000 0,
Name: FELIZ DARWIN Permit Type: Add/Alter (Residential)
Class of Work: Add/Alter Residential
Address: 39502 9Th Ave
ZEPHYRHILLS, FL 33542
111800=
Building Valuation: $6,847.00
Electrical Valuation: $0.00
Mechanical Valuation: $0.00
Plumbing Valuation: $0.00
Total Valuation: $6,847.00
Total Fees: $74.24
Amount Paid: $74.24
Date Paid: 7/14/2023 9:06:09AM
$74.24
REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553,80(2)(c) the
local government shall impose a fee of four times the amount of the fee imposed for the inal inspection or
first reinspection, whichever Is greater, for each subsequent reinspection.
Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permit required from other governmental
entities such as water management, state agencies or federal agencies,
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice fig
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
. ... ... ... .....
CONTRACTOR SIGNATURE
PE WMIT OFFICEV
ERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO N
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER I
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received Phone Contact for Permitting r
Owner's Name a r lot) Fe, 110 13-7
Z _= Owner Phone Number 813-
Owner's Address 13'q 5 Oa 9TWA%,eZ,_piirrk; I(& FCC Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS LOT #
SUBDIVISION PARCEL ID#1 1a-JLG-;L1-030o-00000-oa80
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR ADD/ALT SIGN DEMOLISH
F1 INSTALL REPAIR
PROPOSED USE 0SFR E] COMM OTHER r.
TYPE OF CONSTRUCTION BLOCK FRAME STEEL L_
DESCRIPTION OF WORK Doori; w/q1rnp-ac+ Size For Size
BUILDING SIZE SQ FOOTAGE HEIGHT
MBUILDING VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL 1$ AMP SERVICE PROGRESS ENERGY W.R,E,C.
=PLUMBING $
=MECHANICAL VALUATION OF MECHANICAL INSTALLATION
=GAS ROOFING a SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA OYES NO
BUILDER COMPANY
SIGNATURE REGISTERED _1::ZIE:_ --FEEcURREkl I Y/N
Address License #
ELECTRICIAN COMPANY
SIGNATURE REGISTERED L_y LN _J FEE CURREN L_Z LN_j
Address I License #
PLUMBER COMPANY
SIGNATURE REGISTERED FEE CURREN
Address E I License #
MECHANICAL COMPANY
SIGNATURE = REGISTERED N FEE CURREN L_11_N__j
Address F_ License #
OTHER COMPANY
SIGNATURE REGISTERED L_Y_LN_j FEE CURREN 1 771N
Address License #
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction,
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans wl Silt Fence installed,
Sanitary Facilities & 1 dumpsier; Site Work Permit for subdivisions/large projects
COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction.
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans wl Silt Fence installed,
Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance
SIGN PERMIT Attach (2) sets of Engineered Plans.
****PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over $2500, a Notice of Commencement is required. (A/C upgrades over $7500)
Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Retools if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage)
Driveways -Not over Counter if on public roadways..needs ROW
813-780-0020 City of Zephyrhills Permit Application Fax-B13-780-0021
Building Department
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive
than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they
may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and
contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements
may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractors) sign portions of the "contractor Block" of this
application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is
not entitled to permitting privileges in Pasco County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or
expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that
such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery
Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final
power release, the fees must be paid prior to permitIssuance. Furthermore, if Pasco County Water/Sewer impact fees are due, they must be paid prior
to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant,
have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of
Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described
document and promise in good faith to deliver it to the "owner" prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with
all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as
indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all
laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I
understand that the regulations blather government agencies may apply to the intended work, and that it is my responsibility to identify what actions I
must take to be in compliance. Such agencies include but are not Limited to:
Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, WaterA/Vastewater Treatment.
Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
Army Corps of Engineers -Seawalls, Docks, Navigable Waterways.
Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment,
Septic Tanks.
US Environmental Protection Agency -Asbestos abatement.
Federal Aviation Authority -Runways.
I understand that the following restrictions apply to (he use of fill:
Use of fill is not allowed in Flood Zone W" unless expressly permitted.
If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1 }
acre which are elevated by fill, an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to
commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or
other installations not specifically included in the application. 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 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 any codes. Every permit issued shall become invalid unless the work
authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a
period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to
exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered
abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
JURAT (F.S. 117
OWNER OR AGENT - `— `^""--°"[_— CON RAC IOR 4f r✓ T
Subscribed and sworn to (or affirmed) before me this Subscribed and sworn to (or affirmed) before me this
by b P 5
Who istar persona known o m haslhave produced tNha is/ar erso ii kmi o r has/have produced
identification. as identification.
Notary Public �® _Notary Public
Commission NV Commission N .
Name of Notary typed, printed or stamped
Notary Public State of Florida
Ak John H Christianson
I fy Commission HH 337889
t46I Expires 12/18/2026
Name of Notary typed, printed or stamped
Notary Public State of Florida
Ak John H Christianson
My Commission HH 337889
11II Expires 1211812026
WON 11WA, *I I*" [HiMOMMEM&M a 10"MIRVA-471
Thoi sport for use by Clerk of the Circuit Court only,
RW"—DK#MQ1U- 11
Permit Number:
Tax Folio No L:P-3'00 - 0 0 0 0 0 - 0 80
The undersigned hereby gives coder that Improv#010018 will be made is cartels wind Property, and In arvaWAM90 With 3414to" 7114.3 of the
Florida 9tsjujor4 the following hilarmation is provided In the NMICK OF COMMKI'l"MKW
1, LcSW_ Poseription of
2. General description of improvements,
31t Owner Name:
Owner Address: TT —75
1160-
3b, Owner's interest in site:
3a. Fee Simple Title holder (of other limit owner)
Address:
4. Contractor
Address:
S. Surety Name: Amount of bond;
Address: Phones
Phc=
6. Lander Name: contact:
Add.. Phone:
7, Person within the State ofFlorida designated by owner upon whom nations or other documents may be served as provided by
Section 713. 13(l )(a)7, Florida Statutes.
Name: /V I A Address:
Phone Number
8, In addition to himself, Owner designates the following person to receive a copy of the Licnor's Notice as provided in Socuors
71113(1 )(b), Florida Statutes,
Name: f V 1 Address: —
Phone Number
9, Expiration data ofNotica ofCammancurnarn (expiration date is one (1) year from data of recording unless a different date is
specified). A11A
0101118,
111*1013 �M�yl
RMSignatory's Titic/Officc
STATE OF FLOA
COUNTY OF L) n
I 05C0 no, foregoing instrument was acknowledge Were me this do, of I ?— — far
by
Poisonally Known OR Produced identification
Type of Identification Produced
Signature - Notary Public IV
Unit at belief
If pea u �f pial, erca7d7th 7fo gaing smift(the facts stated in it art true to the beat of knowledge and ]I
Q KOFFW14
Sigcemrc a-N n Si ' g flho ry Pt"c
(A Sbft of Floexle uP&w29wov2o12
Ccm"* Miximis
E*ms 11n8/2024
Home Depot License Ws - For the most current listinLy visit
FL: ECO001440, CGC1514813, CRC046858, CAC1813767, CFC1426021, CFC1427642, 22640, CAC 1818831, CCC1331113,
CCC1331130
Chris Hoffman
Salesperson Name Registration # (Req. in CA,CTME,MD,M1,NJ,DQ
Home Depot U. S A.,Inc. ("Home Depot") or Authorized Service Provider named below will furnish, install and/or
service the equipment listed below at the price, terms and conditions as outlined on this form.
The Hama Depot
Service Provider Contact Name
(813) 626-7548� cus omercancellationsouth@homede
Phone # 98RINS Provider Email Address
IFeliz Darwin
Customer Last Name Customer First Name
Customer Address
z5efVic-e-YfuVfc1eT Lxdn�-e 9(-,)
[Tampa F35500517
Store # Branch Name Customer Lead/ PO#
Zephyrhills 'VE--]
133542 1
L------------------
city State Zip
islatonf@hotmaii.com
•
. ..... .... .....
customercancelIationsouth@homedepot.com
ULVIZMDI tj lam'WATItj V V V Owlan
201 Kelsey Lane, Suite E•
W--
Mm-M,
IM
460 Standard Farm HIA (21 hil. 2 1) (E) Gencrated Dam ()6j9qI/9n-?q L-d/PO# -E3 r,,r, n o R 17 v 0.1.12
3-MMMENO-W
.. . . ............ .. . ... ......
W ork to be- Performet
A detailed description of the work to be performed is included in the paragraph entitled Scope of Work, Specification,
Customer Summary Sheet, Quote Form, Estimate, Invoice or Measure which is included in this Agreement.
Approximate Start Date: Approximate Finish Date: [12/29/2023� All dates are approximate
and subject to change based on unforeseen events including inclement weather, permitting delays, and delays in
confirming insurance coverage of Your claim for any repair, if applicable.
You are entitled to a paper copy of this Agreement if you choose. If you consent to an e-mailed copy, your consent
applies to this Agreement and all subsequent documents and written communications related to this Agreement. By
contacting your Service Provider, you may update your email address, withdraw your consent, or obtain a paper copy
of the Agreement or related documents at no charge. By providing your consent and verifying your email address
above, you confirm that you have access to a computer that can receive and open emails and PDF documents.
Payment of the Contract Price is due upon signing unless a different payment schedule is required by law, specified
below or in a payment addendum.
Contract Price: $ Includes all applicable taxes. Excludes finance charges.*
Sales Tax: $ 10M (If applicable, total amount of taxes included in Contract Price)
I,Vlaximum deposit ONLY applicable in IVID, ;VIA, jVIE (33 yo), JVJ, 01 (99%)
I Remaining Balance $ 10.0
Deposit Amount $ F3449-0 Deposit % [100.0
Any interest payments or other finance charges will be determined by Customer's separate cardholder or loan
agreement, to which Home Depot is NOT a party, and will be in addition to Customer's payment under this
Agreement. Customer is subject to the terms and conditions of the cardholder or loan agreement, as applicable. No
funds should be made payable to Service Provider; however, Service Provider may collect Customer's payments
made payable to Home Depot.
By signing below, you authorize Home Depot to: (a) arrange for Service Provider to perform any Services or (b)
order and arrange for the delivery of special order merchandise, including special order merchandise that may be
custom made, as specified in this Agreement. Do not sign if blank or incomplete. (Service Provider's or permitting
information may need to be provided to You later.) By signing, you acknowledge that: (i) You have read, understand,
and accept this Agreement in its entirety, including the General Conditions and State Supplement, if any; (ii) You
are receiving a completRcopy 9f this Agreement; (iii) all rights and interests under this Agreement are solely vested
in the person likteA as ""jsto)qg"obovS_d (iv) Electronic signatures will be deemed originals for all purposes.
IN
The Home Depot Digital Signature
For questions related to ymrr installation; c tact Wvice t/ovider at (813)
bZb--7b4-U-
For any other concerns, contractXe 'Home Depot at 1-800-466-333 7
460 SWndard Form HIA (21 Jul. 21) (E) Genemted Date LeadlPO# _E3rrnor _,17 v 0. 1. 12
ImprovementHome Agreement:!
Home Depot License Ws - For the most current listing visit www.HomedeTaot.com/LicenseNu hers
FL: EC0001440, CGC1514813, CRC046858, CAC1813767, CFC1426021, CFC1427642, 22640, CAC 1818831, CCC1331113,
CCC1331130
Chris Hoffman
Salesperson Name Registration # (Req. in CA,CT M.E, . D,MI,NJ,DC)
Home Depot U.S.A.,lnc.("Home Depot") or Authorized Service Provider named below will furnish, install and/or
service the equipment listed below at the price, terms and conditions as outlined on this form.
The Home Depot
Service Provider Contact Name
(813} 626 .7548 customercancellationsouth@homedee
Phone # Yc Provider Email Address
MM
Darwin
D e pot
Service Provider Company Name
[INUMR A'.. �..�... •.....� ♦ 0.... yr j.....
am
-, I
Customer Last Name Customer First Name Store # / Branch Name Customer Lead/ PO#
39502 9th Avenue Zephyrhills��� Fl 133542
Customer Address City State Zip
(857) 919-2055 siatonf@hotmail.com
Home Phone# Work Phone# Cell Phone# Customer Email Address
RMEN
icustomercancellationsouth@homedepot.com
Lane,--------------------
1:201 Kelsey . Suite E,.
# � ■■ R i i' i � r
R F> ! R R ,R ► a R
►;
i ! ■ R ■ � � R ♦ * i R
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will
► I.WWWRIM-111,11WUM-1 gul —95k* ! A 11114=111i • •
Acknowledged by:
ME
460 Standard Form HtA (21 Jut. 21) (E)
Generated Date � a �mm Lead/PO# v 0.1.12
Home Improvement Agreement: Page 2
A detailed description of the work to be performed is included in the paragraph entitled Scope of Work, Specification,
Customer Summary Sheet, Quote Form, Estimate, Invoice or Measure which is included in this Agreement.
Approximate Start Date: E/3Q/2028 � Approximate Finish Date: `i2/29/2028� All dates are approximate
and subject to change based on unforeseen events including inclement weather, permitting delays, and delays in
confirming insurance coveraize of Your claim for anv repair, if applicable.
You are entitled to a paper copy of this Agreement if you choose. If you consent to an e-mailed copy, your consent
applies to this Agreement and all subsequent documents and written communications related to this Agreement. By
contacting your Service Provider, you may update your email address, withdraw your consent, or obtain a paper copy
of the Agreement or related documents at no charge. By providing your consent and verifying your email address
above, you confirm that you have access to a computer that can receive and open emails and PDF documents.
Payment of the Contract Price is due upon signing unless a different payment schedule is required by law, specified
below or in a payment addendum.
Includes all applicable taxes. Excludes finance charges.* Contract Price: $ F3-349.-00-----J
L ------ Sales Tax: FO-00 (If applicable, total amount of taxes included in Contract Price)
'axim u m deposit 0,1VL Y applicable in AM MA, VE (33 Yo), IVJ, W1 (99
Any interest payments or other finance charges will be determined by Customer's separate cardholder or loan
agreement, to which Home Depot is NOT a party, and will be in addition to Customer's payment under this
Agreement. Customer is subject to the terms and conditions of the cardholder or loan agreement, as applicable. No
funds should be made payable to Service Provider; however, Service Provider may collect Customer's payments
made Davable to Home Depot.
By signing below, you authorize Home Depot to: (a) arrange for Service Provider to perform any Services or (b)
order and arrange for the delivery of special order merchandise, 'including special order merchandise that may be
custom made, as specified in this Agreement. Do not sign if blank or incomplete. (Service Provider's or permitting
information may need to be provided to You later.) By signing, you acknowledge that: (i) You have read, understand,
and accept this Agreement in its entirety, including the General Conditions and State Supplement, if any; (ii) You
are receiving a complete copy of this Agreement; (W) all rights and interests under this Agreement are solely vested
in the person liste4 d%,"Q00?her" above; and (iv) Electronic signatures will be deemed originals for all purposes.
--- - ----- -- -
M11— W
ome Depot
#
460 Standard Fomi HIA (21 Jul. 21) (E) GeneTuted Date D6p9pQ23__ LeadI11011 EZISSMAAS -- v 0.1.12
a��
WINDOW SPECIFICATION SHEET - SpeC, Sheet#: F355DO517
Customer: Darwin Feliz Job #: F35500517
Consultant: Chris Hoffman
Sheet: I of 1
Date: D612912023
New Window
Existing Window
Measurements
Grids
Product Options
Labor Options
Hinge Locations
From outside,
Left to Right
uj
Location
Style
Code
Wraps
(YIN)
Style Code
Series Code
Color
Rough Opening
to
,5
—
'9
S of bars
# of bars
Glass
Hardware
Screens
Mull
Mist, Items
Code
Bays, Bows
Csmnts, I Prit,
use L, R or S
Room
Poor
6
5
E
;E
>
For doors use
"S" = stationary or
opera"
1
DINE
1st
PDW_
ALDER
N
PD05
6100
WH
WH
69.25
79.5
138.75
STD, White, TMP: Full,
GlassPack: Standard
SXT C PVC
x
E-1
SPECIAL CONSIDERATIONS:
Wrap Color
Viny[LB Permit Fee - Special NCI fee for Miami
interior Casing Type
Bay or Bow window:
Seatcoard material (vinyl onty-Birch or 02k)
Say Project "le (30 or 45)
Bay Flanker Type (DH, SH, or Csmm)
Top of window to soffit (inches)
If bad to soffit(. color Of soffit material
I have reviewed and agree with all the job specifications above and the
Special Terms and Conditions on the following page
Construct Roof (Yes or NO)
Garden Window:
Seatboard Material (vinyl only-Whhe Pionite. Birch or Oak)
$FOOT,
alM
—hL
Mroflm Aufwou
ow
now" tap
xm.,W"p
Ic TIJU
DOW
s Fv,m f o,"o
sUr-C t DOOR
TU XTURE,
STYM SIDELIT115
P. GLASS 0141ION9
DOOR
STYLES
wlw
CLEAR GLASS OPTIONS
D
0� 0,. O� 0-
E�-, QW. fo� vc.R-4 ow Rom
--------------
DECORATIVE GLASS PATTERN J+ CAWNG)
0 rj rml Rw�
C) amm-0 Iflogm AIo R CO3 1
0 02v—w—
C] [3
AOL. OnA-
PRE-FINISHED I Fw,,44
CASING BRICt(MOULD
ap—
HARDWARE
n ACCESSORIES'.
won
SIZING
DOUBLIDOOPS: E]w 044- 064' 07r
. . . . . . . ...
s"),urm [] IVC314-
FRAME HEMtfr,'WW
FRAME DEPTHI ff— ft".HC] 10W C] 0�0115` 0 (�.X— F— 0.1
�.V. IW W —0.1dd A... 0Wk (FvbTk,4
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NOTEM
CUSTOMER SIONATURE
WWmco"-HcWvfKff Yfumo)".currom"
11. ig
wmAKMWIFAMWI,
w
01
Now—
Cttttww Nar
NO 111
7 Door Saleettaaamss;
step 1 PCor4igura lion
C acsr x saw a
i a
2 9
t 4 1
4
9tap 2 Texture
e 04 a,a. "y
Sttp a Fi ish.
a, br i.,ow DO Nisi .I 0.i r W CP y
Ch-1..9 .h T-k
pai.: w eer.,, coy c
9,V_ U*" P 0
Tan c
,
4la
.a
:
ct.,..aa., at
t LAW5
stops Gam,ng
Cwr u "ka b- p
xa t
ste a s
E
't, BwW a�.+ikLv�d3
Stop 7 Sideiites:
&-ft W4 TSYUWFb M-MVf
fh% tw
}tT
Stop a =Sam:
C'm ok-W N+.A. R t.t B
,�
g7w • p�"XR ..
St" 9 %nds Options
eu� ac9 a urn Rma. Lx �we,Tfi Re»4.
r + swaftoS
R.. e+e�m xf fmvq
TOTAL ENTRY DOOR PRiCE (BEFORE OFTIONSI #A)
$
Entry Door Opliona:
Unit Witauro tat j
UrsaSub-Tow
Oversize Jamb - 5 114^
Overstza Jamtr • 8 9/16
$ 52
S
Jamb Cgstions
40y a
Oversize Brickmouid > 2 and <- 3
5 3
5
Oversize Stlokmouid a 3 and c- 4
"
5 224
S
Kick ate
EACM
174
8
Pea Site
EMM
$ 2!
S
Door Knacker
"
5 47
$
Door Knacker with Viewer
58
S
Wheelchair Accessitae Sill
5 23
3
optiortal Hardware
Mailsiat
284
S
Adjustable Hinge
sin le
Paw g
$ 127
5
ins
Double
ps o0own
S 254
5
Small
5 181
5
Medium
S 270
S
Pei Door
Large
Each
360
3
Siderite 9pbo is
Va - Adder to the Sidelite
$ S32
5
all mtl xPYWmmry araq G4W :9", N.i.'
ra--
0enting -Adder to the SaieGie
eam
$ Z56
5
ENTRY DOOR OPTIWNS SUBTOTAL IS)
5
Entry Door Gabor Opttons
Unit Measure
Unit Roca
Sul>.Toul
Lead -Safe Rerwation
Per
S
Remove S Reinstall Fxistina Storm Door
Each
5
5
Door Wra c aoti F 8 P
Frame
5
5
Custom Color Door Wrap F&t
job5
5
Sub Silt Re math
Each5
Ratted Wood after the first six 8 lineal lee#
Per tan. FL
S
5
Trip Charge
160-120 Wes
job
5
S
Over 120
job
�
S
Misceiianeous Labor
Per dour
$ 50
5
ENTRY DOOR LABOR OPTIONS SUBTOTAL (C)
5
TOTAL PROJECT AMOUNT (A-O+C)
5
EsU ftymenr
5
to AnU&et x O19 (Oft4al m the , d 84 rrex M W4 T 3 %P% APR)
7
qjd A/7�2 aP �
CuatamRr Names
s _..
Jab N^ ComiellantFLAI
Entry Door Ssloationd!
Step i Crmigurolion
Cute,
a.+r
� � s o,a
Cimid chase
ie
ram.
Conag Ch+nna,M 1 x J
a A 7
A
tW Ta; ua• I"a eweaaeaaew+quaMpp siinra io Wit. qfl dw rrMlQAi orn a+.i .N�9 a.
9tap 2 TaxtUPe
CKd4 cvtaeca ll~h Oak Grain Mahvii—Y
Stag 3 Finish'
Cart® eh" SOM: light Oak NrWral 0aM Pkw Oak Cherry Cedar Weainut Ena9nh walnut W;;_9*ny
Ch a4oI Mwttuh Took
PaiAia: Almond 001p MOO Brew" CIO 00"borry Ntrn ota4o Wdhn"
Drown Meaa Rod M44hd smoke gtilNeAW, ton Cypsw.a milk Chva044M Pndan
SiOp d v1A04 S0Pt05:
G3 t s cxroiw Aaron sod 1,4009oma Medhwrwnan aMata Rfvarwued fhar
/14
de
aatreaeni
emw Prio lasw
6top5 Gaming:
Grefe Chaim Bright Ana Patina 940n Nlakal lust*
W—ght ttan Piadt"tm
.. .
Ste b Door S 10:
Enter wh cb n
tea. p.� a F. s
Slap 7 5ideht0s:
SMaMa .�dyk---,�-.-,�� Tartrara+yaNah oanV^y amma�tp PO" 1,*0 li
fliwfrteh( m PrWA
Step a Transom:
C 1rM dear.d,4P. R.cz.naubr siaPik.t
C. 004:
emw PWA Uvied
Stop 9 Winds Options:
CIMM 4—.d tialsa,t.oame,TAi
"Rod* ii.—i, 0amia
ffntsr PWA
TOTAL ENTRY DOOR PRICE (BEFORE OPTIONS) (A)
5
lima
Entry Door Options,
Unit Measure Oty
Unit PrtcO
Sub -Total
Oversize Jamb - 5 114'
ua4 cmrq o v e
S
52
Oversize Jamb - 8 9/16,
u" c4" oty a
Jamb Options
52
Oversize Snekmouid > 2 and < c 3
Par
5
200
Oversize Bnckmould > 3 and c - 4
Par
5
234
5
Kick lato
Earn
174
JL
Peep Site
5
21
Doer Knocker
Ssi
5
47
S
Dear Knacker with VSewer
Each
3
58
5
Wheelchair Accessible Sill
each
29
$
Optional Hardware
Mailstot
e
5
290
$
Adjustable Mingo
Sin 10
Per Opwwv
127
5
Double
Per ow"
5
254
S
Options
Small
Each
181
Medium
Each
$
270
$
Pet Door
La a
each
$
360
5
Sidelite Options lVentina
-Adder to the Sidelite
eho
532
g
OperatIN -Adder to the Sidelite
5
256
3
ENTRY DOOR OPTIONS SUBTOTAL (&)
3
Entry Door Labor Options
Unit Measure O
Unit Price
Sub•Tot tl
Lead -Safe Renovation
Per
S
50
5
Remove & Ruing tali Exist n 8tnrm Door
Each
Door Wrap ve coil F & 1
Frame
3
$
Custom Color Door Wrap F&I)
Job
5
Sub Sill Replacement
Each
5
$
Rotted Wood after the first six 6 ttneal feet
Per Lin, Ft.
5
Tnp Charge
60.120 Miles
Job
$
3
Omr 120 Mies
Job
5
5
Miscellaneous Labor
Per Mwx
$
50
8
ENTRY DOOR LABOR OPTIONS SUBTOTAL (G)
$
TOTAL PROJECT AMOUNT (A+S+C)
$
Estimated
Monthly Payment°
$
' Equal to Pmod AmMM x 014 (bawd on tho asnearegtew ai 84 irontra #n4 i5 4 APRs
alzttxwzvi -, i
�.w
6100 Patio Slider Door'
Non-impact
BCIS Home : Log In '. User Registration Hot Topics i Submit Surcharge Stats & Facts � Publications Contact Us �� BCIS Site Map j Links j Search
Product Approval
0
r
USER: Public User
Product ApprovalMenu> Product g_rApplication > Application List > Application Detail
FL #
Application Type
Affirmation
Code Version
2020
Application Status
Approved
Comments
Archived
Product Manufacturer Simonton/Ply Gem Windows
Address/Phone/Email 5020 Weston Parkway
Suite 300
Cary, NC 27513
(800) 542-9118 Ext 413596
luanne.harris@cornerstone-bb.com
Authorized Signature Luanne Harris
luanne.harris@cornerstone-bb.com
Technical Representative Luanne Harris
Address/Phone/Email 3948 Townsfair Way
Suite 200
Columbus, OH 43219
(614) 532-3596
luanne.harris@simonton.com
Quality Assurance Representative
AAMA
Address/Phone/Email
1827 Walden Office Square
Suite 550
Schaumburg, IL 60173
(847) 303-5664
webmaster@aamanet.org
Category
Exterior Doors
Subcategory
Sliding Exterior Door Assemblies
Compliance Method
Certification Mark or Listing
Certification Agency American Architectural Manufacturers Association
Validated By American Architectural Manufacturers Association
Referenced Standard and Year (of Standard) SLa 04_ard Year
AAMA 450 2010
AAMA/WDMA/CSA 101/l.S.2/A440 2008
AAMA/WDMA/CSA 101/I=S.2/A440 2011
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL7612 R29 Eggly EvalRep_ort-IN0444-R7 qdf
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
FL7612 R20 COC 7thEdFBC-FL7612.pdf
Product Approval Method Method 1 Option A
Date Submitted 11/03/2020
Date Validated 11/03/2020
Date Pending FBC Approval
Date Approved 11/10/2020
Model, Number or Name i Description
17612.1 06-05 ProFinish Contractor, ProFinish Master, PerfeXion Contractor 2-
Lite Sliding Patio Door
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ,. Yes
Impact Resistant. No
Design Pressure: N/A
Other: 77x84 (+/-30 PSF), 71x80 (+/-35 PSF), 71x96 (+/-35
PSF), 95x80 (+/-35 PSF), 71x80 (+/-50 PSF)
7612.2 1 06-05
Limits of Use
Approved for use in HVHZ. No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure; N/A
Other: 107x80 (+/-30 PSF), 107x80 (+/-45 PSF)
Certification Agency Certificate
FL7612 R20 C CAC 06-05 2P SGD (Fin)71x80—P-PG50.pjgf
FL7612 R20 C CAC QFI-OS 2P SGD (F jD)-ZLx8D--R-PG3-5-. pdf
FL7512 R20 C CAC 06-05 2P SGD (Et)_2Lxjk R PGU.pf
FL7§12 R20 C CAC 06-05 2P SGD (Eii—n)-35-x30 —R35.p6-f
FL7612 R20 C CAC 06-05 2P SGD (Finless) 71x80
PL33-adff
FL7612 R20 C CAC 06-05 2P SGD (FjLiles5)-2jz80_&
Rg-5-1aft
FL7612 R20 C CAC 06-05 2P SGD _(fjnless)_Z1x96 R
PG35.pAf
FL7612 R20 C CAC 06-05 2P SGD (Finless 95x80 R35.p f
FL7512 R20 C CAC 06-05 2PSGD (Fin)-22&443-PG30 pA_f
Quality Assurance Contract Expiration Date
10/31/2021
Installation Instructions
FL7612 R20 II IN0340 06-05 2P PD 2X.qdf
FL7612 R20 11 IN0444-R7 06-05 22-1X.pdf
Verified By: American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
FL7612 R20 AE EvalRgp pdf
Created by Independent Third Party: Yes
ProFinish Contractor, ProFinish Master, PerfeXion Contractor
Vinyl 3-Lite Sliding Patio Door
Certification Agency Certificate
FL7612 R20 C CAC 06-05 3P SGD (Ein)-!DZxg R PG30.p!lf
FL7612 R20 C CAC 06-05 3P SGD (Fin) pdf
Quality Assurance Contract Expiration Date
11/20/2022
Installation Instructions
FL7612 R20 11 IN0341 06-05 3P RQ 2X.qdf
FL7512 R20 II IN0445-R4 06-05 3P PD 1X.p�c f
Verified By: American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
FL7612 a20 AE EvalRepqrt-IN044,5-R4.p f
Created by Independent Third Party: Yes
7612.3 06-05 Reflections 5300, 6100 VantagePointe Vinyl 2-Lite Sliding Patio
Door with Transom (Retrofit Installation)
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ* Yes
Impact Resistant. No
Design Pressure: +45/-45
Other: 71x116 Retrofit Installation
7612.4 i 06-05
Certification Agency Certificate
FL7612 R20 C CAC 06-05 2P SGD w Transom(Finless),
ZJX116 4 pd - �R _f
Quality Assurance Contract Expiration Date
01/29/2022
Installation Instructions
FL7612 R20 II INQ413 O�05 2EQ w Transom 2X.pjff
Verified By: American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Reflections 5300, 6100 VantagePointe Vinyl 2-Lite Sliding Patio
Door (Retrofit Installation)
Limits of Use
Approved for use in HVHZ- No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: 9r5x80 (+/-35 PSF), 71x96 (+/-35 PSF), 71x80 (+/-35
PSF), 71x80 (+/-50 PSF) Retrofit Installation
Limits of Use
Approved for use in HVHZ-. No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure. N/A
Other: 71x81 (+/-35), 71x81 (+/-50 PSF), 95x95 (+/-35)
Retrofit Installation
7612.6 15-15
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ. Yes
Impact Resistant. No
Design Pressure: +35/-35
Other:107x79
7612.7 1 15-15
Limits of Use
Approved for use in HVHZ. No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +25/-25
Other:143x79
7612,8 1 15-16
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: 71x81 (+/-35 PSF), 71x81 (+/-50 PSF), 95x79
(+/-35), 95x95 (+/-35)
7612.9 1 15-16
Limits of Use
Approved for use in HVHZ: No
Certification Agency Certificate
FL7612 R20 C CAC 06-05 2P SGD (EM&1K)_Z1x80 R
RQ3!j. pdf
FL7612 R20 C CAC 06-05 2P SGD (EinleW 71x80 R
FQ50.p!jf
FL7612 R20 C 'CAC 06-05 2P SGD (Finless ) 71x96 R
PG35.p�ff
FL7612 R20 C CAC 06-05 2P SGD{Finless
-35x8O R35,p f
Quality Assurance Contract Expiration Date
01/29/2022
Installation Instructions
FL7612 R20 II IN0412 06-05 2P PD Z&pdf
Verified By: American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
In6-vo,-6500 VantagePointe 2-Lite Sliding Patio Door (Retrofit
Installation)
Certification Agency Certificate
FL7612 R20 C CAC 15-15 SGD-P SGD 71X81 P.d-f
FL7612 R20 C CAC 15-15 SGD-2P SGD 71X81 R-PG50.pd
fL7612—a2-0—C CAC 15-15 2P-SGD 25L(25 R-PG35.p _ ,df
Quality Assurance Contract Expiration Date
09/14/2025
Installation Instructions
FL7612 R20 II INQ573-R2 15-1522,:,P%p-df
Verified By: American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
FL761
2
Created by Independent Third Party: Yes
Inovo, VantagePointe 6500 3-Lite Sliding Patio Door (Retrofit
Installation)
Certification Agency Certificate
FL7612 R20 C CAC 15-15 SGD-3P SGD 107X79 R-PG35,pdf
Quality Assurance Contract Expiration Date
09/14/2025
Installation Instructions
F1-7612 R20 II IN0581-Rl 15-15 3P-PQpfff
Verified By: American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
FL7612 R20 AE EvalRep�art-IN0581-Rl.p4f
Created by Independent Third Party: Yes
Inovo, VantagePointe 6500 4-Lite Sliding Patio Door (Retrofit
Installation)
Certification Agency Certificate
FL7612 R20 C CAC 15-15 4P-SGD 143x72-E:LG25.pdf
Quality Assurance Contract Expiration Date
07/16/2025
Installation Instructions
FL7612 R20 II IN0583-Rl 15-154PzPQ.p-df
Verified By: American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
FL7612 R20 AE EvaiRgp—ort-IN0583-RI P!ff
Created by Independent Third Party: Yes
Inovo, 6500 VantagePointe 2-Lite Sliding Patio Door
Certification Agency Certificate
FL7612 R20 C CAC 15-16 2P SGQ-Q5xZ2 R PG35.pdf
FL7612 R20 C CAC 15-16 2P SGD 71X81 R-PG35,p—df
FL7612 R20 C CAC 15-16 2P SGD 71X81 R-PG50.pdf
FL7612 R20 C CAC 15-16 2P SGD 95X95 R-PQ35.qdf
Quality Assurance Contract Expiration Date
05/18/2021
Installation Instructions
FL7612 R20 II IN0571 15-16 2P 2Y pdf
Verified By: American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Inovo, 6500 VantagePointe 3-Lite Sliding Patio Door
Certification Agency Certificate
FL7612 R20 C CAC 15-16 2P SGD 107X79 R-PG35 pdf
MODEL DESIGNATION: Simonton Series 06-05 2-Ponel Vinyl Patio Door
MAXIMUM OVERALL NOMINAL SIZE: See Size Chart
DESIGN PRESSURE RATING: See Size Chart
USABLE CONFIGURATIONS: X0, OX
GENERAL DESCRIPTION: The head, sill, and side jambs are extruded PVC. The wall thickness
through which the anchor screw penetrates is a minimum of 0.070'.
3" g^
/ /
S
U"
w
s
#6 X 2 1/2" MIN.
WOOD SCREW,
g
4
KEEPER TO BUCK
MA)
a
j..
O.C. SP.
SEESIZE
O
X
a
�\
m
1—U.,
WIDTH
�mW" MAX. OVERALL FRAME WIDTH
SIZE CHART
OVERALL
SIZE
O.C.
WIDTH
JHEIGHTJ
SPACING
DP RATING
79"
96"
1Z^
95
86"
23"
.35 PSF
71'
eo^
a3'
71"
1 80'
1 23"
±50 PSF
®CIRCLED ANCHORS REQUIRED ONLY FOR
95x80 AND 79x80-DP35.
#10 X 2 1/2' MIN. WOOD
SCREW WITH 1.50^ MIN.
EMBEDMiSEENOTES
MIN. EDGE DISILICONE CAULK
SEE NOTES 11 & 12
1/4" MAx. SH
HEAD
2X BUCK
1/4' MAX. SHIM
,f10 X 2 1/2" MIN. WOOD
SCREW WITH 1.50" MIN.
EMBEDMENT INTO WOOD
CING MIN. EDGE DIST., SEE NOTES
HART
SILICONE CAULK
SEE NOTES 11 & 12
NO P.E. SEAL REQUIRED
INSTALLATION SUPPORTED
BY AAMA TEST REPORTS
RE)ASIONS`
NOTES, GENERAL DESCRIPTION, AND
DATE:
1 3 1 ADDED SIZES PER NEW TESTING. I T.D.D. 1 05/04/11 1
2X BUCK
6 ADDED MIN. EDGE DIST. NOTE B.J.S..
1 UPDATED SIZE CHART &ANCHOR SPACWG �—
SILICONE CAULK '
SEE NOTES 11 & 12
1/4" MAX. SHIM
AS REQUIRED
SILICONE CAULK
SEE NOTES 11 & 12
SILICONE CAULK
SEE NOTES 11 & 12
2X BUCK
SILICONE CAULK
SEE NOTES 11 & 12
/' 1 FIXED PANEL JAMB
SILLKa:_
SILCONE CAULK
SEE NOTES it & 12 2X BUCK
1/4- MAX. SHIM
ya x z i/z' WOOD
SCREW 'THROUGH KEEPER
INTO WOOD
/10 X 2 1/2' MIN. WOOD
SCREW WITH 1.50" MIN.
EMBEDMENTINTO WOOD
MIN. EDGE DIST, SEE NOTES
SILICONE CAULK
SEE NOTES 11 & 12
KEEPER JAMB
NOTES:
1. This installation has been evaluated for use in locations adhering to the Texas 8 Florida Building Codes and where pressure requirements as determined by ASCE 7 Minimum
Design Loads for Buildings and Other Structures do not exceed the design pressure ratings herein, for use outside the H.V.H.Z.
2. All exterior perimeter surfaces of the door must be caulked. Interior caulking is optional unless noted otherwise.
3. Anchors shall be specified and spaced as shown. Anchor embedment to base material shall be beyond wall dressing or stucco and into wood.
4. The responsibility for selection of Simonton products to meet any applicable local laws, building codes, ordinances, or other safety requirements rests solely with the architect,
building owner, or contractor. ,
5. Shims are optional. Maximum shim stack is 1/4".
6. Wood bucks (by others) must be engineered and anchored property to transfer loads to the structure.
7. When used in areas requiring impact protection, this product REQUIRES the use of approved impact resistant shutters or other external protection.
8. Flashing should be applied using the ASTM E 2112 method appropriate for the opening into which the door is being installed
9. installation anchors should be at least 3/4" from the edge of the wood.
10. Glazing shall comply with ASTM E 1300 and safety glazing requirements per Florida Building Code section 2406.
11. Use 100 % pure silicon caulk. Make sure surfaces are completely free from all old caulk, damaged wood, wood fibers, grease, all dirt, rust, mold or similar contaminants.
Vacuum opening surfaces completely. A fully primed surface is recommended, but not required. Cleaning of all surfaces should be done the same day of which the silicone
caulk is to applied. For more details see "New Construction Installation Instructions" on Simonton:com.
12. Caulk application: recommended air and surface temperatures at the time of application are to be between 40 and 90 degrees F. Insure all contact surfaces are clean and dry
including the new window(s). Use a backer rod on all joints >3/4" deep and/or wider than 1/4". Finished caulk joint should be a minimum of 3/8" deep and make full contact
with both the new window and structural opening surfaces. Silicone caulk should be forced into joint or compressed to assure full contact on both surfaces and to expel any air
pockets.
Dlsn Oars
This document le the property of Simonton Windows, which
Z.1im, all proprietary and other rights to Its subject matter.
This d— reat Is proxidad to the recipient on the expressed
:ondition that it is not to be disclosed, reproduced in whole a
port, nor used in conjunction with the design, manufacture or
ropafr of goods for anyone other than Simonton Windows
without Its consent. This restriction does not limit the
recipient's ruts to uti ize Information contained In this
document which is properly obtained from another —rca
Dinensiond Tolerances SIMONTON*
Unless Otherwise Scffied
I Cochrane A—
P ... sb.m, WV 26415
Decimals Angles GALE: HEET:
.x t .03 FIT 1 of 1
XX d:.01 0' 30 min.SERIES:
.XXX t .DO5 06-05 2-PANEL
2X BUCK RETROFIT INSTALLATION
3/31/23, 1:18 PM Florida Building Code Online
3CIS Home 1 Log In User Registration Hot Topics Submit Surcharge : Stats & Facts Publications i Contact Us i BCIS Site Map Links Search
Product Approval
USER: Public User
Product Approval Menu > Product or Application Search > Application > Application Detail
FL #
FL14094-R7
Application Type
Revision
Code Version
2020
Application Status
Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
Wincore Window Company, LLC
250 Staunton Avenue
Parkersburg, WV 26104
(304) 485-7460 Ext 228
dgeorge@wincorewindows.com
Danny George
dgeorge@wincorewindows.com
Exterior Doors Swinging r g Doors
Swinging Exterior Door Assemblies
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Lyndon F. Schmidt, P.E.
PE-43409
National Accreditation and Management Institute
12/31/2023
Ryan J. King, P.E.
Validation Checklist - Hardcopy Received
&jjQaj—&Z—fQUb Certificate of IndepgDdenge.pgLf
Standard
ASTM E330
MM
Product Approval Method Method 1 Option D
https://floridabuilding.org/pr/pr_app_�dti.aspx?param=wGEVXQ\AftDqtGLR%2byCByIJnZwKRjBxEq6X3nMM2FBsga6L7YE6oToLQ`/`3d`/`3d 1/3
Date Submitted
Date Validated
Date Pending FBC Approval
07/08/2020
07/08/2020
07/13/2020
Date Approved 10/13/2020
Summary of Proclucts
Number
FL # Name� ;Descrip
tion
14094.1 a. Wincore Fiberglass Entry Door 6'8 "Non -Impact" Glazed Fiberglass Single Door with or
I without Sidelite(s) - (Inswing/Outswing X, OX or XO; OXO -
1! Configurations)
Limits of Use 1 Installation Instructions
Approved for use in HVHZ: No FL14094 R7 II (b)_Jn5LIA094.Lp�df
Approved for use outside HVHZ: Yes Verified By: Lyndon F Schmidt, P.E. 43409
Impact Resistant. No i Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 14094.1 for Design Pressure Ratings, any FL14094 R7 AE b)_Eva _j 14094A.pgjf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
14094.2 b. Wincore Fiberglass Entry Door 6'8 "Non -Impact" Glazed Fiberglass Double Door -
(Inswing/Outswing XX Configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14094 R7 11 (b)j0A_j4_094,2.pg_1f
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No 1 Created by Independent Third Party: Yes
Design Pressure: N/A , Evaluation Reports
Other. See INST 14094,2 for Design Pressure Ratings, any i
FL14094 R7 AE (jZ)_kval 14094.2.p !Lf additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
14094.3 c, Wincore Fiberglass Entry Door 16'8 "Non -Impact" Opaque Fiberglass Single Door with or
without Sidelite(s) - (Inswing/Outswing X, OX or XO; OXO -
Configurations)
Limits of Use 1 Installation Instructions
Approved for use in HVHZ: No FL14094 R7 II (,t)jnqt 14094. .p f
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 14094.3 for Design Pressure Ratings, any i
-— FL14094 R7 AE (b) E val 14094.3._RgLf
additional use limitations, installation instructions and product j Created by Independent Third Party: Yes
particulars,
14094.4 j d. Wincore Fiberglass Entry Door i 6'8 "Non -Impact" Opaque Fiberglass Double Door -
(Inswing/Outswing XX Configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ. No FL14094 R7 11 (11) d Lnst 14094.4.p f
Approved for use outside HVHZ; Yes i 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 14094.4 for Design Pressure Ratings, any FL14094 R7 AE (_4)jLy_gj _14094.4.pCf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
14094.5 j e. Wincore Fiberglass Entry Door 8'0 "Non -Impact" Glazed Fiberglass Single Door with or
without Sidelite(s) - (Inswing/Outswing X, OX or XO; OXO -
Configurations)
Limits of Use i Installation Instructions
Approved for use in HVHZ.- No FL14094 R7 II (b) L_ZLf
nst 14094-5. _
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, RE. 43409
Impact Resistant. No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 14094.5 for Design Pressure Ratings, any FL14Q94 R7 AE (11) EvaE 140 4.5.w
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
14094.6 1 f. Wincore Fiberglass Entry Door
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ; Yes
Impact Resistant, No
Design Pressure: N/A
8'0 "Non -Impact" Glazed Fiberglass Double Door -
(Inswing/Outswing XX Configuration)
Installation Instructions
FL14094 R7 II (b) Lnst 14094.6.pdf
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
hftps:lffloridabuilding.org/pr/pr�_app_dti.aspx?param=wGEVXQwtDqtGLR%2byCBylJnZwKRjBxEq6X3nMM2FBsga6L7YE6oToLQ°/�3d°/�3d 2/3
su
WWINDOWS&DOORS
250 Staunton Turnpike, Parkersburg, WV 26104
WINCORE FIBERGLASS ENTRY DOOR
INSWING / OUTSWING
NON-impAcr
GENERAL NOTES
1. This product has been evaluated and is in compliance with the 7th
Edition (2020) Florida Building Code (FBCI structural requirements
excluding the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details.
Anchor embedment to base material shall be beyond wall
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 1609.1.2 & R301,2.1.2.
4. For 2x stud framing construction, anchoring of these units shall be
the same as 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
SHEEN
DESCPJP170N
I
Typical elevations, design pressures & general notes
2
Door panel & glazing details
3
Sideffe, panel detaits
4
Elevations
5
Vertical cross sections
6
Horizontal cross sections
Buckng
anchori8
Frame & hardware details
Bill of materials and components
37.5' OVERMAX,
ALL
73.94� MAX. OVERALL FRAME WIDTH
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CAP (PVC)
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I/T OVERALL GLASS THK.
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AIR SPACE
1/8- TEMPERED GLASS
ALUMINUM SPACER
READI-SEAL GLAZING
COMPOUND
kL-_TAIL
TOP RAIL
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SEE NOTE
INTERIOR EnEMOR
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INTERIOR
EXTERIOR
VERTICAL CROSS SECTION VERTICAL CROSS SECTION
Inswing sill 5 Outswing sill
SEE NOTE
EXTERIOR
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NOTE;
1, Spacing for sidelite screws {item M):
6'from each end (2 total).
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EXTERIOR
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1 -1 IN MIN.
EMB. (TYP.)
HORIZONTAL CROSS SECTION
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2 X B"'11Constructw
on
NOTE:
1. Spacing for siderite screws (item M): 6Y, 315",
59'and 69" from head to sill (4 total).
E 0 * 15"
C, SINK
7
�EXTERiOR
G
10 INTERIOR
1-114"MR 9 11
EMB. (TYP.) r3'HORIZONTAL CROSS SECTION
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EMB. (TYP.)
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EMB. (TYP.)
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HORIZONTAL CROSS SECTION
Inswing shown (Outswing similar)
EMB. (TYP.)
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(TYPI
f 2X BUCK
J IXBUCK
HEAD & JAMBS
(TYP.)
x
SILL (TYP.)
el
(TYP)
The head Is attached
to the jamb w/ (3) 711
x T steel crown staple
(TYP.)
3- (TYP.) —
4" (TYP.) ---�
)2X BUCK
I X BUCK
& JAMBS
(TYP.)
SILL (TYP.)
e
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DETAIL I
DETAIL 2
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3. (TYP.)
-%2X BUCK
D I X BUCK
HEAD & JAMBS
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SILL (TYP,)
H
DETAIL 2
The threshold Is attached to the jamb
w/ (3) 7116" x Z'steel crown staples &
FRAME ANCHORING
(1) #8 x 1-5/8"wood screw (TYP.)
I
G I X BUCK
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2X BUCK
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ETAIL 2
HINGE DETAIL 2
01 85
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#8 X Y'COURSE ,-
DRYWALL SCREW
2X BUCK
2X REINF. K
IX BUCK
i�2X BUCK q2X REINF.
DETAIL I
Integral mullion attachment
#8 X 3" COURSE
THREAD
DRYWALL SCREW
DETAIL 2
Integral mullion attachment
HARDWARE DETAILS
�l 2
I2X BUCK
2X REINF
GIX BUCK
LATCH AND DEADEC ST&IKE DETAILS
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BILL OF MATERIALS
ITEM If
DESCRIPHON
MATERIAL
A
I X BUCK (G, - 0.42)
WOOD
B
2X BUCK (G >= 0A2)
C
1/4!'MAX. SHIM SPACE
—WOOD
D
1/4!'X 2-3/4!'PFH ELCO OR ITW CONCRETE SCREW
STEEL_
E
MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
F
# 10 X 2-1/2" PFH WOOD SCREW (1. 1 E'MIN. EMBEDMENT)
STEEL
G
3/16" X 3-1 /,VPFH ITW CONCRETE SCREW
STEEL
H
IX X 2-IX PFH ELCO OR rrw CONCRETE SCREW
STEEL
J
I /,VX 3-3/47PFH ELCO OR ITW CONCRETE SCREW
STEEL
K
#8 X 3" PFH WOOD SCREW
STEEL
L
#8 X 2-117'PFH WOOD SCREW
STEEL
M
#8 X 2-1/7'PFH COURSE THREAD DRYWALL SCREW
STEEL
P
#10 X 1-3/4!'PFH WOOD SCREW
STEEL
I
FINGER JOINT PINE JAMB (G >= 0A2)
WOOD
2
INTEGRAL MULLION (ENDURA FATBOY - PINE, G >= 0.42)
WOOD
7
WEATHERSTRIP (ENDURA)
FOAM
8
DOOR BOTTOM SWEEP
VINYL
9
#8 X 3/4"PFH WOOD SCREW
STEEL
10
#8 X I- PFH WOOD SCREW
STEEL
I I
e X 4" BUTT HINGE
STEEL
12
LATCH STRIKE PLATE
STEEL
13
DEADBOLT STRIKE PLATE (SECURITY)
STEEL
20
INSWING THRESHOLD
ALUM/COMP
21
INSWING THRESHOLD w/ SIDELITE ADAPTER
ALUM/COMP
22
OUTSWING THRESHOLD
ALUM/COMP
23
OUTSWING, THRESHOLD w/ SIDELITE ADAPTER
ALUM/COMP
40
DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR DETAILS
50
SIDELITE PANEL - SEE SIDELITE PANEL DETAIL SHEET FOR DETAILS
CONCRETE ANCHOR NOTES:
1, Concrete anchor locations at the comets may be adjusted to maintain the min.
edge distance to mortarjoints,
2. Concrete anchor locations noted as "MAX, ON CENTER" must be adjusted to
maintain the min. edge distance to mortarjoints, additional concrete anchors
may be requited to ensure the "MAX. ON CENTER" dimension are not exceeded.
3. Concrete anchor table:
ANCHOR
ANCHOR
MIN;
MIN, CLEARANCE
MIN CLEARANCE
TYPE
SIZE
EMBEDMENT
TO MASONRY
—
TGADJACENT.
EDGE
ANCHOR
ITW BUILDER
3/16"
1-14"
3"
I.112"
TAPCON
1/4'
1-114'
2"
ELCO
ULTRACOe
'/'r
I-1/c
1.
WOOD SCREW INSTALLATION NOTES:
1. Maintain a minimum 518" edge distance, 1 " end distance. & V o.c. spacing of
wood screws to prevent the splitting of wood.
2.44"
wk� ff�
Nw��
20
L INSWING THRESHOLD
E
dure
SIDELITE
ADAPTER
4,54"
g�INIWIII,G THRESHOLD wl SIDELITE ADAPTER
.,!I
21 Endura (Z-Sedes)
CD
4,56!---
Om ESHOLD
1=,MZ_G1o�11-_T,
SIDELITE
ADAPTER
CD
4.56"
OUrSWING THRESHOLD wl SIDELITE ADAPTER
R
233 Endure fZ-Series}
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NANC NO
FL— 14094.5
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