HomeMy WebLinkAbout22-35875335 Eighth Street
Zephyrhills, FL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021
BAR-003587-2022
Issue Date: 02/04/2022
REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the
in: government shall impose a fee of four times the amount of the fee imposed for the initial 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.
11111 1!1111!111 1!11 illypiql 1� I I 1 11 1 1 1
=-T 1111,0110-747"MIM"t'r-Ma
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.6.
NO OCCUPANCY BEFORE C.O.
1 7 CONTRACTOR SIGNATURE PE IT OFFICE
IkERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020
City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received
IPhone
Contact for Pe
Permitting
--
813 413 7999
INSIA&IIIE
a a a 11 a
Owner's Name
Sarah A
le
Owner Phone Number
813-898-4393
Owner's Address
1
Owner Phone Number
Fee Simple Titleholder Name
Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 38819
6th Ave Ze h rhills FL 33542 LOT #
SUBDIVISION
PARCEL 0#1
11 -26-21-0010-14100-0 =120====
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED
NEW CONSTR
ADD/ALT SIGN DEMOLISH
INSTALL
REPAIR
PROPOSED USE
SFR COMM OTHER
TYPE OF CONSTRUCTION
BLOCK FRAME STEEL
DESCRIPTION OF WORK
BUILDING SIZE
SQ FOOTAGE
=
HEIGHT
BUILDING
L17,606 07__]
VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL
=PLUMBING
=MECHANICAL
= GAS ROOFING
FINISHED FLOOR ELEVATIONS
AMP SERVICE PROGRESS ENERGY W.R.E.C.
VALUATION OF MECHANICAL INSTALLATION
SPECIALTY = OTHER "q
FLOOD ZONE AREA =YES NO
-fit" L Ilk-,
BUILDER COMPANY The Home Depot v -
SIGNATURE �' REGISTERED Y (N FEE CURREN L_j! N J
Address 201 Kelsey Ld#E Tama ,*L.33619 License# 1 CGC061641
ELECTRICIAN COMPANY
SIGNATURE RF.I.TERE. L N FEE CURREN =/ N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTER.. L_ILN _J FEE CURREN YIN
Address License
MECHANICAL COMPANY
SIGNATURE REGISTERED L12 NJ FEE CURREN L_y
LN
Address License #
OTHER COMPANY
SIGNATURE REGISTERED YIN FEE CURREN Y/N
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 dumpster, 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 onste, Construction Plans, Stormwater Plans w/ 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. (AJC 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)
Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage)
3V
Driveways -Not over Counter if on public roadways..needs ROW
A 11
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
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 contractor(s) 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 property licensed and is
not entitled to permitting privileges in Pasco County.
TRANSPORTATION IMPACTIUTILITIES 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 poor 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 permit issuance. 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 1, 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 of other 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, WaterNVastewater Treatment,
Southwest Florida Water Management District -Wells, Cypress Bayheads, Welland 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 the 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 poor 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, after, 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.
FLORIDA JURAT (F.S. 117. I
OWNER OR AGENT J%kr_,
this
to me or hat/have or
as identification.
Notary Public
Commission
Name of Notary typed, printed or stamped
, J� , R ro, ""
MARTIN L STERLING
Notary Public - State Of Flonda
Commosion # GG 255315
HO
My Comm. EVIreS Sep 4, 2022
sworn
me or
N
Notary Public
Commission No. cra 255.51 15
Name of Notary typed, printed or stamped
RE51KARTIN L STERLING
State of Florida
Notary Pubtic State of Florida
COMM�Won # GG 255115
My Comm.Expires Sep 4, 2022
MHome Improvement Agreement: Page I
Home Der)ot License Ws - For the most current listimz visit w-vvv,.Homede
FL: EC0001440, CGC1514813, CRC046858, CAC1813767, CFC1426021, CFC1427642, 22640, CAC 1818831, CCC1331113,
CCC1331130
Salesperson Name Registration # (Req. in CA,CTME,MD,M1,NJ,DC)
Home Depot U. S.Ajnc .("Home Depot") or Authorized Service Provider named below will furnish, install and/or
service the equipment listed below at the price, terins and conditions as outlined on this form.
1. Service Provider Contact Information
the Hearne Depot the Home Depot
Service Provider Contact Name Service Provider Company Name
I ie:::p rn [(813) 623-60� ahs—ccwstpete@homedepot.co FL: ECO001440, CGC1514813, CRC046858, CAC1813767,
_ , , , : :::c�
--- Service''Provider Email Address Ugr5olieMicen��'
Apple Sarah St Pete
Customer Last Name Customer First Name Store # / Branch Name Customer Lead/ PO#
38-819- 6th Avenue Lz e PhyirNils JFL 33542
L------------------- j L -------------------- j
Custer -Address , . ....... city State Zip
�mapple08@yahoo.com
ahs—ccwstpete@homedepot.com
X IN 100, 1,101M , 2111"M "I
201 Kelsey Lane, Suite E
WE
----------
460 Standard Form HIA (21 Jul. 21) (E) Generated Date -cai2 Lead/PO4 v 0, 1. 12
--1-Y-o
Home Improvement Agreement: Page 2
4. Description of Work to be Performed
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: E5J27J2Q22 Approximate Finish Date: P7J26J2022� 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: F17—07 Includes all applicable taxes. Excludes finance charges.*
$ 606-
7 Sales Tax: (If applicable, total amount of taxes included in Contract Price) I
111axim am deposit 01VL Y applicable in NID, 11A, ME (33 /jp IV, W1 (99 Yo)
] Deposit Amount $ E� F0--
Deposit % F100-60 Remaining Balance S
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.
9. Acceptance and Authorization
By signing below, you authorize Horrie 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; (iii) all rights and interests under this Agreement are solely vested
in the person listed as "Customer" above, and (iv) Electronic signatures will be deemed originals for all purposes.
X
Customer's Signature Date
X/s/ The home De of 01J28J2022
The Home Depot Digital Signature Date
C
For questions related to your installation, contact Service Provider at (813)
For any other concerns, contact The Home Depot at 1-800-466-333 7
460 Standrd Form HIA (21 JuL 2 1) (E) Generated Date -o-14 -2 Lead/PO4 -i v 0. 1. 12
--1-Y o
"I's, Nam,
Address 9M FUrl" fttm Dr
IMPLILIWI
Permit No. Tay 1DN*j1:!-0W-
jqJ06Clt
NOTICE OF COMMENCEMENT
STATE OF
COLIN I Y �F
THE UNDERSIGNED hereby gives notice that improvement yAll be made tocertain real property, and In accofdanoeWth Chapter713,
Florida Statutes, the fotjosvfngInformation is pro vkWinthis Notice ofCornmencement 64y o-P Zq1mL/fk'I(F&I54 L-60 1;. 1344t
I.DescdPUonofpro PW-VLgaI esceplion of property, and street address if available) and 18jock Iq It O(K C16-1:2 T4 115
Ze- re'oyrwl�irj- 'Vsq'�
2. General description of Improvement W tyacr-m e-4,0t-
I/\ 'Jow
3, Owner Information or Lessee Infomnatkm if the Le econtradedfoetheimprovement
a. Nam and addrew,-46r-'%ArFle- 38819 Calk 4v, 3,K02
b, Interest in propW,0fWAe-(-
c- Name and address fee sihipla tMeholda (1different from owner Wed above):
4, Contractoc
a Nam and address; 7bs nom Dcpm gm m" pom I)r Ttmpj, n 336ig
b. Phone number si342s,7s4t;
6. Surety ffapplicable, a copy of the paymnt bond Is attached):
a. Name and address:
b.
Phone number,
0. Amount of bond $
6. Lender.
& Naand address
b. Phom ne, number 10110
7. Persons within the Slate of Flodds designated by Owner upon whom notices or other documents may be served as
provWed by Section 71 3,13(1)(a)7., F$orida Statutes: a. Name and address:
b. Phone numbers of designated per
sons,- 1�0
6. In addition to hersM&bimsalf, Owner designates the (oftvfng person(a) to receive a copy of the I-Lenor's Notice as provided in
Section 713,13(l)(b), Fiodda Statutes:
a. Nam and address:
b, Phone number o(person orentity designated byOwner,
9. Expiration date of norke of cornmencernent (M expiration date will bet year from the date of r000fdIng unless a different date Is
sped": --
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713,13, FLORIDA
STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF
COMMENCEMENTMUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION, IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING
YOUR NOTICE OF COMMENCEMENT.
Th (Mment was acknoYMA We me by mans of perso known to n* or who phys" Presence or onffne not WS
oa -
-�t_ who is has prod uc as
Id (ib and who d' IW501 Maw A
Notary Public, n"on No.
(Narne of NOW ", printed orstamped) DAVID J011 WLSM
Notary Public
State of Flodda
CommIll HH126881
Expires S/S/2025
Z/L L =-Jojoafojd�,o(] 173xd]XHE)qdL4Z-lHmd H-MZLIAArsuf3mE)IdmsjuffzrsZAAIP)4mxdomr[Mbmbf?DuqPdX)4>1IoL4NVxoqui#lq6ogwj=qem/o/n/liew/woz)- al6006-uew//-;dll I
VYd 6C:ZL 'ZZ/WZ
WINDOW SPECIFICATION SHEET - Spec. Sheet #: 1-1YOWD54H Sheet: 1 of 2
Customer: Sarah Apple Job #: 1-IYOWD54H Consultant: David Wilson Date: 01/28/2022
New Window
Existing Window
Measurements
Grids
Product Options
Labor Options
Hinge Locations
From outside,
Left to Right
Bays, Bows
Location
Color
Rough Opening
# of bars
# of bars
Csmnts, I Pril,
use L, R or S
Glass
Hardware
Screens
Misc Items
Code
_11-3-FIR
For doors use
Room ".0,
T
Style
Code
Wraps
(YIN)
style Code
Series Code
LU
§
0
_7
5
cc
�75
Z
1—I.-
3
>
V
Mull
"S" = stationary or
"X" operating
STD, White, GlassPack:
FIT, LSR
BED1
TDH
11
TDHC
6100
WH
74
52
F
WI LW
C
ALL
2
1
ALL
1
Standard
1151
1WH
1116
H
11
STD, White, GlassPack:
BF, LSR
2
BEDI 1st
SB-DH
N
DHC
6100
WH
WH
36
36
72
Standard
STD, White, GlassPack:
BF, LSR
3
KITCH 1st
IS.-D.
DHC
6100
WH
WH
36
37
73
Standard
STD, White, GlassPack:
BF, LSR
4
DINE 1st
SB-DH
N
DHC
6100
WH
WH
36
37
73
Standard
STD, White, GlassPack:
BF, LSR
5
BED2 1st
TDH
N
TDHC
6100
WH
WH
73
50
123
Standard
STD, White, GlassPack:
BF, LSR
6
BED3 1st
TDH
N
TDHC
6100
WH
WH
73
so
123
Standard
STD, White, GlassPack:
BF, LSR
7
DINE 1st
TDH
N
TDHC
6100
WH
WH
73
so
123
Standard
STD White, TMP : Full,
BF, LSR
1st
SB-DH
6500
WH
WH
36
25
61
Obscure Glass: Full,
GlassPack: Standard
SPECIAL CONSIDERATIONS:
Wrap Color
lInterior Casing Type
Bay or Bow window:
ealboard material (vinyl only -Birch or Oak)
1Bay Project Angle (30 or 45)
iBay Flanker Type (DH, SH, or Csmnt)
�op of window to soffit (inches)
I tied to soffit, color ofi soffit material
I have reviewed and agree with all the job specifications above and the
onstruct Roof (Yes or No)
Special Terms and Conditions on the following page
IGarden Window:
eatboard Material (vinyl only -White Pictrifte, Birch or Oak)
WINDOW SPECIFICATION SHEET - Spec- Sheet #: 1-1YOWD54H Sheet: 2 of 2
Customer: Sarah Apple Job #: 1-1YOWD54H Consultant: David Wilson Date: 01/28/2022
New Window
Hinge Locations
Existing Window
Measurements
Grids Product Options
Labor Options
From outside,
Left to Right
Bays, Bows
Location
Color
Rough Opening
# of bars
of bars
Csmnts, I Pnl'
use L, R or S
Glass
Mice Items
T(fiA
Hardware
Code
Screens
For doors use
Mull
"S" = stationary or
:5
Style
Wraps
�5
u- (5
G
_Fq
0 70 C
tf
"X" operating
at
F Room Floor
Code
(Y/N)
Style Code
Series Code
S
In
T
5
,
-5
a-
_1
>
> y
STD, Whit., TMP Full,
BF, LSR
9 BATH
1st
SB-DH
N
DHC
6500
WH
WH
36
25
61
Obscure Glass : Full,
GfassPack: Standard
STD, Whit., Glass Pack:
BF, LSR
10 MBED
1st
SB-DH
N
DHC
6100
WH
WH
36
so
86
Standard
STD, White, GlassPack:
BF, LSR
11 MBED
1st
SB-DH
N
DHC
6100
WH
WH
36
50
86
Standard
STD, White, GlassPack:
BF, LSR
12 BED4
1st
SB-DH
N
DHC
6100
WH
WH
36
50
86
standard
+H
STD, White, GlassPack:
BF, LSR
13 BED3
lst
TDH
N
TDHC
6100
WH
WH
73
50
123
F
WH,W
WH,W
C
ALL
2
1
ALL
2
1 Standard
MULL, STD, White,
BF, LSR
I LIV
1st
SB-DH
N
DHC
6500
WH
WH
55
50
105
F
WH,W
C
ALL
3
1
ALL
3
1 GlassPack: Standard
4
H
STD, White, GlassPack:
BF, LSR
15 LIV
1st
SB-DH
N
DHC
6500
WH
WH
55
50
105
F
WH,W
C
ALL
3
1
ALL
3
1 Standard
IT
W K
Wrap Color
Manor Casing Type
Bay or Bow window:
ISeatboard material (vinyl only -Birch or Oak)
ay Project Angle (30 or 45)
Bay Flanker Type (DH, SH, or Csmn!)
IT-1, of window to soffit (inches)
If, tied to soffit, color of soffit material
obstruct Roof (Yes or No)
Garden Window:
Iswbdard Material (vinyl only -White Petrillo, Birch � or Oak)
SPECIAL CONSIDERATIONS:
I have reviewed and agree with all the job specifications above and the
Special Terms and Conditions on the following page
BCIS Home I Log In User Registration . Hot Topics 1 Submit Surcharge i Stats & Facts Publications , Contact Us 3CIS Site Map j Links Search
N, d
P Product Approval
USER: Public User
Emduct—APPL �Imenu > Product or ApaLc—at—lon——each > Awlil.,o—tionList > Application Detail
FL #
Application Type Revision
Code Version 2020
Application Status Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary,
Comments
Archived
Product Manufacturer 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
Windows
Subcategory
Double Hung
Compliance Method
Certification Mark or Listing
Certification Agency Fenestration and Glazing Industry Alliance (formerly AAMA)
Validated By American Architectural Manufacturers Association
Referenced Standard and Year (of Standard) 5taA -n -r d-a
AAMA 450
AAMA/WDMA/CSA 101/I.S.2 A440
AAMA/WDMA/CSA 101/1.S.2 A440
Equivalence of Product Standards
Certified By
ygmr
2010
2011
2008
Product Approval Method Method I Option A
Date Submitted 07/08/2021
Date Validated 07/12/2021
Date Pending FBC Approval
Date Approved 07/16/2021
Summar of Products
F FL# Model, Number or Name
5167.1 07-09, 07-10 and 07-20
Limits of Use
Approved
for use
pprov,d for use in HIVHZ. No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other, 48x80 (+/-25 PSF), 56x84 (+/-25 PSF), 53x76 (+/-50
PSF), 36x63 (+/-50 PSF), 44x64 (+/-50 PSF), 47x71 (+/-50
PSF), 37x84 (+/-60 PSF), 37x76 (+65/-70 PSF)
5167.2 07-09, 07-10 and 07-20
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +50/-50
Otherz53x130
51673 07-09, 07-10 and 07-20
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +50/-50
Other: 160x76,126x76
5167.4 07-09, �07-10 and 07-20
Description
Reflections 5500, PerfeXion Platinum Vinyl Double Hung
Certification Agency Certificate
FL5167 R37 C A 7-0 DH 6x63 Of
P-q-f
Of
FL5167 R37 C CA 7-09 DH 44x6Rrn.Pd-f
FL5167 R37 C CA 07,Q9 DH 47x71 P PQrn p_qf
FL5167 R37 C CAC 07.09 DH 48x80 PdLf
1 FL5167 R37 Q QLC_Q7z02Dh_53X76 E5_0pdf
FL5167 R37 C A 7- H pdf
R37 C 20
Waiverpdf nd 08- 9- 0-
FL5167 R37 C CAC 07-75waiver to ()7-09pdf
Quality Assurance Contract Expiration Date
12/13/2021
I Installation Instructions
FL5167 R37 11 IN0066 07-09 07-.-1D_Q7-RD DH_JX.=
FL5167 R37 II IN Q�7 07i�07 0 07-20 DH 2X.pff
Verified By: Fenestration and Glazing Industry Alliance
(formerly AAMA)
Created by Independent Third Party:
Evaluation Reports
EUILZ-=-AL-LV lq=zL�6-Rl�2.pfff
Created by Independent Third Party: Yes
------ - - I ------------- ............... . .. .
Reflections 5500, PerfeXion Platinum Vinyl Double Hung with
Transom
Tcertification Agency Certificate
FL5167 R37 C CAC 7- 9 DH W Transom 63v130 R-
EG50 (�txt.5),pdf
-m �'Vro-f
Fl-5167 R37 C CAC 07-7 waiver to 07- q pdf
1 Quality Assurance Contract Expiration Date
04/19/2025
Installation Instructions
07-20 DH w Tran§qm
2X pdf
Verified By: Fenestration and Glazing Industry Alliance
(formerly AAMA)
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Reflections 5500, PerfeXion Platinum Vinyl Double Hung H-
Mulled Triple
certification Agency C.rti�fic.t.
FL5167 R12 Q CA(---QZ:D2-Q-H-TLIPLQ-LU-x-7-LL-
Pg5O (gXIL),pff
FL5167 R37 _C SAC 07-09H Triak 7 R-
LG50 (ex U),l& f Aaiver&df
FL5167 R37 (A7 7waiver to 07-09
I Quality Assurance Contract Expiration Date
04/19/2025
Installation Instructions
0 07-20 DH Twin -Tripp,
2 —X. Off
Verified By: Fenestration and Glazing Industry Alliance
(formerly AAMA)
Created by Independent Third Party:
Evaluation Reports
Created by independent Third Party:
I
r-
1 Reflections 5500, PerfeXion Platinum Vinyl Double Hung Triple
5167.9 143-17
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: 36x72 (+/-30 PSF), 48x80 (+/-30 PSF), 53x71 (+/-35
PSF), 44x63 (+/-35 PSF), 48x80 (+/-35 PSF), 36x63 (+/-45
PSF), 44x63 (+/-45 PSF), 26x76 (+/-50 PSF) & 36x74 (+/-50
PSF), 32x62 (+/-50 PSF)
5167.10 143-17
Limits of Use
Approved for use in HVHZ. No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other; 96x80 (+/-25 PSF), 89x63 (+/-30 PSF), 73x63 (+/-35
PSF) & 72x74 (+/-45 PSF)
5167.11 143-35 (Two -Step Sill)
Limits of Use
Approved for use in HVHZ* No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: 44x63 (+/-25 PSF), 46x84 (+/-25 PSF), 36x72 (+/-30
PSF), 48x80 (+/-35 PSF), 52x71 (+/-35 PSF)
5167.12 43-35 (Two -Step Sill) and 43-50
1 (Three -Step Sill)
Limits of Use
Approved for use in HVHZ, No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +35/-35
Other:73x111
Evaluation Reports
Created by Independent Third Party:
Profinish Contractor, ProFinish Master, PerfeXion Contractor
Vinyl Double Hung
Certification Agency Certificate
P-
ELaj,�,� �A4 �-17DH (I`Ln)2A�$;�Q,p�jf
FL5167 R37 C CAC 43-17 DH (fgn_)_Ux72-_R3Q.pg[f
n) 36x74 R p f
Pa3,5. pd f
R PG 3 0. p�df
EL5_����Ela)_Aax_S_Q_P --P C
EL51_67 �37 C SAC 43 17 DH (fW_Ie$_�i)_Nx74 R50.p dLf R35.p SLf
Linq),p,df
Quality Assurance Contract Expiration Date
12/11/2021
Installation Instructions
FL5167 R37 11 INO 96 43-17 DH 2y-pdf
W-f
Verified By: Fenestration and Glazing Industry Alliance
(formerly AAMA)
Created by Independent Third Party:
Evaluation Reports
El.al.7 R 7 AE Ev fR Part-INQZ54-P,7 p—df
Created by Independent Third Party: Yes
Profinish Contractor, ProFinish Master, PerfeXion Contractor
Vinyl Double Hung T-mulled Twin
Certification Agency Certificate
Qiff
P-d-f
FL5167 R37 C CAC 43-17 DH Twin
Quality Assurance Contract Expiration Date
04/22/2022
Installation Instructions
Ziff
Verified By: Fenestration and Glazing Industry Alliance
(formerly AAMA)
Created by Independent Third Party:
Evaluation Reports
Created by Indepcndent Third Party:
6100 VantagePointe, Asure, PerfeXion Silver Vinyl Double Hung
Certification Agency Certificate
Pj_f
121
Pal
FL5167 R37 C CAC 43-35 DH 48xaQzRa5 pdf
FL5167 R37 C CAC 43-35 DH 52x7l:R3$-,pdf
Quality Assurance Contract Expiration Date
01/24/2026
Installation Instructions
FL5167 R37 II IN01 5 43- DH 2Y pff
FL5167 R37 11 IN8 43-35 DH IX.pdf
Verified By: Fenestration and Glazing Industry Alliance
(formerly AAMA)
Created by Independent Third Party:
Evaluation Reports
fLaL67 R AE �EvalRepgq:��-R�4.pdf
Created by Independent Third Party: Yes
6100 VantagePointe, Asure, PerfeXion Silver Vinyl Double Hung
Twin with Transom
Certification Agency Certificate
X111-
B351121f
RM-12tif
Quality Assurance Contract Expiration Date
01/24/2026
Installation Instructions
_2X p2ff
5167.13 143-40 and 43-45
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistants No
Design Pressure: N/A
Other- 36x72 (+/-30 PSF), 52x71 (+/-35 PSF), 48x80 (+/-35
PSF), 36x63 (+/-45 PSF), 44x63 (+/-45 PSF), 32x62 (+/-50
PSF), 36x74 (+/-50 PSF), 46x84 (+/-25)
5167.14 43-50 (Three -Step Sill)
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant. No
Design Pressure: N/A
Other; 52x71 (+/-35 PSF), 36x63 (+/-45 PSF), 44x63 (+/-45
PSF), 32x62 (+/-50 PSF), 36x74 (+/-50 PSF)
5167.15 i 75-75, 75-09, 07-75, 07-09, 07-10
and 07-20
Limits of Use
Approved for use in HVHZ. No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: 48x80 (+/-25 PSF), 53x74 (+/-30 PSF), 48x80 (+/-35
PSF), 52x71 (+/-35 PSF), 53x80 (+/-40 PSF), 36x63 (+/-50
PSF), 36x74 (+/-50 PSF), 36x72 (+/-55)
Verified By: Fenestration and Glazing Industry Alliance
(formerly AAMA)
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Reflections 5050, Reflections 5300, 6100 VantagePointe,
PerfeXion Gold, 4000E Vinyl Double Hung
Certification Agency Certificate
FL5167 R37 C CAC 43-40 DH 2x62 Prn pd_f
PS-1 ff
P-df-
Off
FL5167 R37 CAC 43 40 DH 44x63 R P-If
w
Of
FL5167 R37 C CAC 43-40 DH 48x80 R-PG35,p_df
FL5167 PS-1 ff
pdf
W—f
Quality Assurance Contract Expiration Date
01/30/2022
Installation Instructions
FL5167 R37 II IN0432b 4 -4 43-45 nH--)Y pjjf
P,d-f
Verified By: Fenestration and Glazing Industry Alliance
(formerly AAMA)
Created by Independent Third Party:
Evaluation Reports
FL5167 R37 AE EvalRepIII- �44 -R�8.p f
Created by Independent Third Party: Yes
6100 VantagePointe, Asure, PerfeXion Silver Vinyl Double Hung
Certification Agency Certificate
aff
Z!ff
PSI
FL5167 R37 C SAC 43-50 DM 44x63-P45_pAf
aff
Quality Assurance Contract Expiration Date
01/25/2026
Installation Instructions
Off
Off
Verified By: Fenestration and Glazing Industry Alliance
(formerly AAMA)
Created by Independent Third Party:
Evaluation Reports
FL5167 R37 AE jvDlRep_ojjjND5L2-R4.p.df
Created by Independent Third Party: Yes
Reflections 5500, Generations, Impressions 9800, 6500
VantagePointe, PerfeXion Platinum, 6000 Vinyl Double Hung
Certification Agency Certificate
FL5167 R37 C CAC 07-75 DH 4 xRn P PQ1; p f
P-1
pdf
W—f
W—f
FL5167 R37 C CAC 75-75 DH 3 X74-1 (-rn p_df
FL5167 R37 C CAC 75-75 DH 4 xRn LC P(-,)r pdf
pd-f
D 9- Ld—f
FL5167 R. 7 CCAC A P- M 7�-71;_D2, UQZ- 7
73-10,_15zZQ_Qlj frdme.p f
Quality Assurance Contract Expiration Date
06/06/2022
Installation Instructions
FL5167 R37 II IN0113 7 -7 7 -nQ 07-75 n7_00 0 -10 07-
7Q_Q H 2X pgf
i _X. aft
Verified By: Fenestration and Glazing Industry Alliance
(formerly AAMA)
Created by Independent Third Party:
Evaluation Reports
EL2167_E27_AE_fyq&po -R�12�p f
Created by Independent Third Party: Yes
5167.16 175-75, 75-09, 07-75, 07-09, 07-10 1 Reflections 5500, Generations, Impressions 9800, 6500
MQU� Simonton Series 43-35 / 43-50 Vinyl Double Hung with Transom
MAXIMUM OVERALL NOM'NAL SIZE' Twin up to 73' x ill'
CZ.eF$If�['RESSF $A Positive: 35.0 PSF
Negative: 35.0 PSF
y„4gBl F ,�{ ZRAIICNS 00
ZZ
SELYEHdl. 6�SORIPTION The head, sill, and side jambs are extruded PVC. The wall thickness
through which the anchor screw penetrates is a minlmum of 0.070".
NO P.E. SEAL REQUIRED �" aEwsloNs ReMSEo a.
INSTALLATION SUPPORTED AooGo MIN. Eo. o,AT. NOTE. e..1.s.
BY AAMA TEST REPORTS x A - 'EGGE Ill- A Lva
2X BUCK } ApoEO NOTES ii & 12 `AAAMA 000. LMH
sucoN€ cquLK-
S LGONE CAULK
k i/4' MAX SHIM
MULUCN ANCHORING
-6ASEPLAiE
806J-T8 ALUMINUM
HEAD MULLION REINFORCEMENT
ge X 5/5' 11, EXTRUDEP� o INTERIOR
TEKS SCREW H-MULLION
L-BRACKET RIYt:TEO
4L TO MULLION
t/a' MAX SMrM - EXTERIOR
9UCONE CAULK
SYIJGONE ,, t t ,
MULLION 1E7AIL
�AUtH I.
X i i/4' MIN. WJW SILICONE CAULH
} SCREW Am i 25' MIN. I
2X BUCK J EM6EDMEN` INTO W000 VERTICAL MULLION
X$/B'
t SILL iEKS SCREW
SILICON€ CAULK SYLICONE
'—T CAULH -
2x BUCK 2X BUCK rl i/{• Mq%_ SHIM
pip x 1 t/4° MIN. WOOD SILICONE GAUUc
SCREW '41N 1,25' MIN_ t/4° MAX SHIM
EMBEDMENT INTO WOOL] X8 X 2 t/Z" MIN. WOOD
SCREW .1 i 50` MIN.
§8 2 /2' MIN woop EMSEDMENT INTO W000 �' - ("5\HORIZONTAL MULLION
S REw Wtili 1.50° MIN MIN. EOGE 01S' SEE NOTES
E BECIMENT IN'-2J tN^.(X) ) J `� —
MIk. EDGE -19T., SEE NOTES - ��_
SIUCONE CAUL(
SIUCQ E CAULK
pW JAMB
NOTES
t, This Installation has been evaluated for use in locations adhering to the Florida Building Code and where pressure requirements as determined by ASCE 7 Minimum Design
Loads for Buildings and Other Structures do not exceed the design pressure ratings listed herein. For use outside of the H.V.H.Z
2. All exterior perimeter surfaces of the window must be caulked. Interior caulking Is optlonai 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 an anchored Draped, to transfer loads to he structure,
1, When used in areas requiring impact protection, this arod uct REQUIRES the use of approved impact resistant shutters or other external protection.
8. Flashing should be applied using the ASTM E 2112 method appropriate far the opening into which the window is being installed.
9. Installation screws ,at be at least 3/4" from the edge of the wood.
10. Glazing shalt comply with ASTM E 1300,
17. Use 100%pure silicone caulk compliant with AAMA 808 Section 5 -Sealant Specifications for use with Architectural Fenestration Products. Make sure surfaces are
omple[ely free from all no caulk, damaged wood, wood fibers, grease, it dirt, rust, mold or similar contaminants. Vacuum and clean opening surfaces completely. A fully
primed surface Is recommended, but not required Cleaning of all surfaces should be done the same day cf which the silicone caulk is to applied, For mere details Am,
Simontan.com.
12.CaL k 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 windnwrt). Use a backer rod on all joints x3/4' deep and/or wider than 1/4'. Finished caulk joint should be a minlmum of 3/8' deep and make full
contact with both the new window and structural opening surfaces, Silicone caulk .should be forced Into joint of compressed to assure full contact on both surfaces and to
OGLES Ia E_cTATEy�_T
ocument This dIs Ira p ty of 5lmontm W down ch
Is!all proprtatary andiher eights to I(a wiled matter.
lTlend¢cument is Xwr. io the re byr, on Mass-—
NGA that it 'W 'At to be Biwa —a, reproduced in
tat, nIs, used r conynctran ale, the design, manutaeWre
Dada fa hthan Simonton thSimonton serrs
ca
withoett its 1. tother
ris restriction does na t
mIf.
—Awcl's rights to utatze Lfarmotim cmt¢IfA�
document which is properly Aalcy d hIc, ¢no er awrea.
oimenamn¢I Taar¢n¢aa SiMONTONe
Unless OUerw e Sae�}iyp, I Cachmec A rn c w
Pena9bora, WV 2[al5
Decimals Angles SGALf,: HEE?:
X t .OJ Fl?
.X i} .a, 0' 30 min. S RIE : -as tot t
.Xxx .GQ5 _,_Aa/as-5o oweLE ewe
6100 Double Hung
Non -Impact
BCIS Home Log In User Registration Hot
Topics
Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search
dbProduct
Approval
io
USER: Public User
r
Em9u_c1_AQQmaLMg_nu > EM9uc_,0_,APpILC�,c0, I APPI-caton
List > Application Detail
FL #
EE167-R37�
Application Type
Revision
Code Version
2020
Application Status
Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer
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.corn
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Luanne Harris
3948 Townsfair Way
Suite 200
Columbus, OH 43219
(614) 532-3596
luanne.harris@simonton.com
AAMA
1827 Walden Office Square
Suite 550
Schaumburg, IL 60173
(847) 303-5664
webmaster@aamanet.org
Windows
Double Hung
Certification Mark or Listing
Fenestration and Glazing Industry Alliance (formerly AAMA)
American Architectural Manufacturers Association
Standard
AAMA 450
AAMA/WDMA/CSA 101/1.S.2 A440
AAMA/WDMAICSA 101/I.S.2 A440
Ypa—r
2010
2011
2008
Product Approval Method Method 1 Option A
Date Submitted 07/08/2021
Date Validated 07/12/2021
Date Pending FBC Approval
Date Approved 07/16/2021
Summary of Products
FL �#�—:: --- _ Model, Plumber or �Nam.
15167.1 07-09, 07-10 and 07-20
j Reflections 5500, PerfeXion Platinum Vinyl Double Hung
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ. No
Off
Approved for use outside HVHZa Yes
FL51 A 7 H 7x7 RP 6
Impact Resistant, No
FLS167 R37 C CAC 07 Q9 DH 37x84 R PG6 Q�f
Design Pressure: N/A
FL5167 R 7 C CAC 07 Q9 DH 44xQ3 R50.pdf
Other: 48x80 (+/-25 PSF), 56x84 (+/-25 PSF), 53x76 (+/-50 71 R PG p
PSF), 36x63 (+/-50 PSF), 44x64 (+/-50 PSF), 47x71 (+/-50
FL5167 R37 C A 7- DH 4 xRn P2q pdf
PSF), 37x84 (+/-60 PSF), 37x76 (+65/-70 PSF)
7 R50.p df
4 R PG p _df
_nA08- -10-2
WA1vtr.&f
Off
Quality Assurance Contract Expiration Date
12/13/2021
installation Instructions
Qff
07-20 DH 2X.pdf
i Verified By: Fenestration and Glazing Industry Alliance
(formerly AAMA)
Created by Independent Third Party:
Evaluation Reports
�Eva[R W-r 12�p L- R� f
Created by Independent Third Party: Yes
1 5167.2 07-09, 07-10 and 07-20
091
Reflections 5500, PerfeXion Platinum Vinyl Double Hung with
Transom
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ, No
&13 0 R-
Approved for use outside HVHZ: Yes
ROO (-Qg 5),pdf
Impact Resistant: No
Design Pressure: +50/-50
AdLvff-Rdf
Othen53x130
Of
Quality Assurance Contract Expiration Date
04/19/2025
Installation Instructions
n,-orn
_2_Xpg[f
1 Verified By: Fenestration and Glazing Industry Alliance
i, (formerly AAMA)
Created by independent Third Party:
Evaluation Reports
Created by Independent Third Party:
-0'7'--1-0-a-'n'—d07---2,0,-
. .. ........
�!Ref-le,ctio-
5167.3
n-s--5-5-0-0 P''e"r"f'e"'X"i'o,-n---P-I,a-t-i-n"u-,-m--Vi-n,y-l--D-o,u,-,b,l--e--H-u,n--g- H-
Mulled Triple
Limits of Use
Certification Agency Certifica#e
Approved for use in HVHZ. No
LLaj CAC
for use outside HVHZ; Yes
1Eg50(gxU),pdf
Impact Resistant: No
R-
esign Pressuree +50/-50
Other: 160x76, 126x76
FL5167 R37 C CAC 07-75 waiver LQ_D2-DqQdf
Quality Assurance Contract Expiration Date
04/19/2025
Installation Instructions
Ld P-1 t
2X.pdf
Verified By: Fenestration and Glazing Industry Alliance
(formerly AAMA)
Created by Independent Third Party;
Evaluation Reports
Created by independent Third Party:
5167.4 07- 07-10 and 07-20
Reflections 5500, PerfeXionPlatinumVinyl Double Hung Triple
Evaluation Reports
5167.9 143-17
Limits of Use
Approved for use in HVHZ. No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: 36x72 (+/-30 PSF), 48x80 (+/-30 PSF), 53x71 (+/-35
PSF), 44x63 (+/-35 PSF), 48x80 (+/-35 PSF), 36x63 (+/-45
PSF), 44x63 (+/-45 PSF), 26x76 (+/-50 PSF) & 36x74 (+/-50
PSF), 32x62 (+/-50 PSF)
5167.10 143-17
Limits of Use
Approved for use in HVHZ. No
Approved for use outside HVHZ. Yes
Impact Resistant. No
Design Pressure: N/A
Other: 96x8O (+/-25 PSF), 89x63 (+/-30 PSF), 73x63 (+/-35
PSF) & 72x74 (+/-45 PSF)
5167.11 143-35 (Two -Step Sill)
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ; Yes
Impact Resistant. No
Design Pressure: N/A
Other: 44x63 (+/-25 PSF), 46x84 (+/-25 PSF), 36x72 (+/-30
PSF), 48x80 (+/-35 PSF), 52x71 (+/-35 PSF)
5167.12 43-35 (Two -Step Sill) and 43-50
1 (Three -Step Sill)
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant. No
Design Pressure® +35/-35
Other.73x111
Profinish Contractor, ProFinish Master, PerfeXion Contractor
Vinyl Double Hung
Certification Agency Certificate
FL5167 R37 _CCAC 43-17 DH (fin)-Z6x76 R-
EG50 (gxt 5).p f
FL5157 R]Z C QLQ__43-j7_UH (Fin)_12��-Rpdf
FL5167 R37 C CAC 43-17 DH (Fin) 36x72-R30.pdf
FL5167 R7 C Q8C 42:17 DH (fin) 6x74 R O.plf
ELal6Z_R2L_C_CAC A3 17 DH (Fin)44x63R PG35.pdf
FL5167 R37 C CAC 43-17 DH (Fin)_4ax$Q R PG30.pdf
FL5167 R37 C CAC �-17 DH (Fin) R-PG35
.(9-XI-15), W-f
FL5157 R37 C QA41-17 DH (Linless)_16x74 R50.pdf
FL5167 R37 C CAC 43-17 DH (Finless)_Aax80_R_35.p_df
FL5167 R�7 Q CAC 4
FL5167 Pd-f
FL5167 Fin),pdf
Quality Assurance Contract Expiration Date
12/11/2021
Installation Instructions
FL5167 R37 11 IN0096 43-17 DH 2X.p�df
FL5167 R37 If IN0254 43-17 DH 1X,pd
Verified By: Fenestration and Glazing Industry Alliance
(formerly AAMA)
Created by Independent Third Party:
Evaluation Reports
FL5167 R37 AE EvalRepo -IN02 4-�R7.p
— jj� _dLf
Created by Independent Third Party: Yes
Profinish Contractor, ProFinish Master, PerfeXion Contractor
Vinyl Double Hung T-mulled Twin
Certification Agency Certificate
FL5167 R37 C CAC 43-17 DH Twin 72x74 R PG45&df
Off
FL5167 R37 C CAC 41-17 DH Twin 89x63 R-PG30.p�df
FL5167 R37 C CAC 43-17 DH Twin 96x80 R PG25,pQf
Quality Assurance Contract Expiration Date
04/22/2022
Installation Instructions
FL5167 Of
Verified By: Fenestration and Glazing Industry Alliance
(formerly AAMA)
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
6100 Vantage Pointe, Asure, PerfeXion Silver Vinyl Double Hung
Certification Agency Certificate
adf
Of
FL5167 R37 C CAC 43-35 DH 46x84-R25.pdf
Of
FL5167 R37 C CAC 43 35 DH =f
Quality Assurance Contract Expiration Date
01/24/2026
Installation Instructions
FL5167 R37 11 IN0105 4 -35 DH ?Y-pdf
FL5167 R37 11 INQ568 43:25_CLH 1X.pdf
Verified By: Fenestration and Glazing Industry Alliance
(formerly AAMA)
Created by Independent Third Party:
Evaluation Reports
FL5167 R37 AE EvalBgep�2r:-11\10568-R4.pdf
�re�ted.by kndependent. Third Party: Yes
6100 VantagePointe, Asure, PerfeXion Silver Vinyl Double Hung
Twin with Transom
Certification Agency Certificate
F1_5167 R37 Q SAC 43-35 DH TWIN w TRANSOM 73x111-
ajj.pdf
FL5167 R]Z C CAC 4 - DH T\A/TN w TPANcnM 7"
S15. p f
Quality Assurance Contract Expiration Date
01/24/2026
Installation Instructions
FL5167 R37 11 IN0535 43-35043-50 DH Twin with Transom
_2X P (ff
900EL OEsi(;NAQQX Simonton Double Hong Series 43-35 Nnyi WINDOW
MAN MVM Q'EJ1Ayj NOMIN 6L-SIZE' See Size Chart
RESIGN PRESSURE RAIING` See Sits Chart
OABLE CONFlGURA170N5 X
X
Th. DECO, Bill, and silo tombs Are extruded PVC. The Wali thlCKneBe
through which the anchor screw penetrates is a minimum of 0.14Y.
SIZE CHART
OVERALL
SIZE
_
OR RA NO
WIDTHpH,,GHTW
"t25
48"36"4@"335
PSI
52'
PSI
TABLE is INSTALLATION FASTENERS TABLE
10 SUBSTRATE TIME
ANCHOR TYPE
MIN. EMBED
M,1 RG
A
2 KSI MIN.
_............................TAPR_��
TAPROOM
3 iB'11W ON
.....m.�
i-t 2'
t-i 8'
FOLLOW
B it) BC` MIN
3/15- me, TAFCON
1
2'
C 2X MR` SQUN"WA MINE WORD
3/16' ITW TAPCON
t_y/@°
7/e`
IS 2G-MSS N WOO
f10 WOOD SCREW
t-3/8'
J/e'
E 16 GAUGE PAW MIN. STEEL
STUQ K YI MIN.
10-18 KS
SEI.f'-DMLUNG SCREW
FULL MREAD
9/2'
UM, 0
F 1 B' STEEL n MIN
- i
RI N SGREW
FULL THREAD
i/I
Lucas Turner
202i.03.03
-06'00'
2/20/2021
LUCAS A TURNER, P,E.
_ 'xeP'.. �'• EL RE 4 5820,
\ c TURNER ENGINET:RINO 8
,rMA SAID, 1M" CONSULTING, ING.
_. (CIDA ! 29)'J8)
: ' 2428 OLD WATCH.TRACEERROR
TRAIL, cwPEN, TN :18320
users
+N+. a"R. h.
a +a - AWA nro;?-'R
slEsr15:15:54
ATER:p:
14—ATED
(Cola) t7>c
g—�
SNUCON€ CAULK
(EXT, PERIMETER)
SUBSTRATES BY OTHERS MIN, EMBED
SEE TABLE i
Ile MAK S{IM
SILICONE CAULK
(INT. PERIMETER)
SILICONE CAULK
HEAD (INT, PERIMETER)
7
INSTALLATCN FASTENERS i/4' MAX. SHIM
SEE TABLE 1
1/4- MAX. SHIM MIN. EDGE msT.
SEE TABLE i
SILICONE CAULK
I
SUCCNE CAULK
StICCNE CAULK SJ85'(RATES BY OTHERS SUBSTRATES (EXT. IF
BY OTHERS
`T,� SILL AMB
NOES.
I. THIS INSTALLATION HAS SEEN EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE OUTSIDE THE HVHZ. AND ''WHERE PRESSURE REOUREMENTS AS
DETERMINED BY ASCE 7 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES DO NOT EXCEED THE DESIGN PRESSURE RATINGS HEREIN.
2. ALL INTERIOR AND EXTERIOR PERIMETER SURFACES OF THE WINDOW MUST BE CAULKED,
3. ANCHOR TYPE, SIZE, SPACING, EMBEDMENT, AND EDGE DISTANCE SHALL BE AS SPECIFIED IN THESE DRAWINGS. USE APPROPRIATE ANCHORAGE FROM TABLE I ACCORDING TO
SUBSTRATE TYPE, A MINIMUM CENTER -TO -CENTER SPACING OF 3' SHALL BE MAINTAINED BETWEEN ALL ELCO ULTRACONS IN ANY DIRECTION.
4, ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR MASONRY OPENINGS WITH WOOD BUCKS LESS THAN 1-112' THICK, EMBEDMENT SHALL BE
BEYOND WO BUCKS, IF USED, AND INTO MASONRY SUBSTRATE, WOOD BUCKS WITH MASONRY ARE OPTIONAL.
5. WOOD OR MASONRY OPENINGS, BUCKS, AND SUCK FASTENERS, BY OTHERS, SHALL BE PROPERLY DESIGNED AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE.
6- THE RESPONSIBILITY FOR SELECTION OF SIMONTON PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES, OR OTHER SAFETY REQUIREMENTS RESTS
SOLELY WITH DI THE ARCHITECT, BUILDING OMER, OR CONTRACT-
7_ SHIMS ARERECORED WHERE GAPS OF GREATER THAN 1116` EXIST BETWEEN OPENING AND FRAME, MAX. SHIM STACK IS I/4'. SHIMS SHALL BE I-S—EARING AND CAPABLE OF
TRANSFERRING LOADS TO THE SUBSTRATE,
8. WHEN USED IN AREAS REQUIRING IMPACT PROTECTION, THIS PRODUCT REQUIRES THE USE OF APPROVED IMPACT RESISTANT SHUTTERS OR OTHER EXTERNAL PROTECTION.
9. SEALING AND FEASHING BY OTHERS SHOULD BE APPLIED USING THE ASTM E 2112 METHODOLOGY APPROPRIATE FOR THE OPENING INTO WHICH THE PRODUCT IS BEING INSTALLED.
OVERALL WATER PENETRATION RESISTANCE OF THE INSTALLED PRODUCT IS NOT ADDRESSED IN THIS GRAINING AND IS THE RESPONSIBILITY OF OTHERS,
IO. GLAZING SNALL COMPLY WITH ASTM E 1300.
II. ALL FASTENERS PENETRATING INTO PRESSURE TREATED WOOD SHALL BE CAPABLE OF PREVENTING CORROSION DUE TO REACTION WITH PRESSURE TREATMENT CHEMICALS. ANY
DISSIMILAR MATERIALS THAT COME INTO CONTACT SHALL RE PROTECTED TO PREVENT REACTIONS IN ACCORDANCE WITH CODE REQUIREMENTS.
12. A WIND LOAD DURATION FACTOR CO = L6 WAS USED FOR THE ANALYSIS OF WOOD SCREWS ONLY,
13. PRODUCTS SHALL BE CONSTRUCTED AS SPECIFIED IN TEST REPORTS ATl-B6470.01-109-47, ATI-86472.01-i09-47 AND ATI-66473.01-109-47.
14. DESIGNATION 'X' AND 'O' STAND FOR THE FOLLOWING. X. OPERABLE PANEL - 0: FIXED PANEL.
15, USE A BACKER ROD ON ALL JOINTS >3/4' DEEP AND/OR WIDER THAN 1/4', FINISMEO CAULK )DINT SHOULD BE A MINIMUM Of 3/8` DEEP.,OSI1AA s� A�ii T
Thiv WMGN,WP1 Is to. RrwWtp of ERMWAGR WO—K, whkh DimeR®Toni TRON.Pcee ! tvt O`'I 1 QN� 0 IN0568
relpMv dl proRHetWY antl other HgPta to Be wbNct mottm. v-_- - nivm Othe a 9veelflad �s n p V w s �k-,
Thin dppument to proNtlatl to the redplRnt on Mp ex I Coihrane Avenue T'p'D- Be'
W,dttlm that It is npt to ha diedaeed, reptoQppod In xfida 'O"Y P ,, W V 26413 �' Y. A
ABU, nW Peed IR oo Nn on PIN, the doMER, TWWE ANs. W DeoimdE IF".
repo- of I,_. `M�cn pDo, Non SNAMON, WHERae PALE: APf R Y. A
MMavt Be APP—L Thb Ias es, doav net R„it tho ABRADEA A .X # .03 FlT 1 at 1
dmlent MEME 4t. t POPPAhY obtohod — m.. Mwurpa X% # .O1 D' 30 m6,. A3-x3 DWBLE HUNG
u� u .XX% t .005 _
SgQUELDESIGNATION Sironton Double Hung Series 43-35 VmK Window
MAXIMUM OVERALL NOMINAL 5IZE` See Size Chart
DESIGN PRESSURE RATING- See Size Chart
NFI RA L2N5_ X
X
GENERAL DESCRIPTION: The head, sill, and side jambs are extruded PVC. The wai thickness
through which the anchor screw penetrates is a minimum of 0,070"
- "W" MAX. OVERALL FRAME WIDTH --I
SIZE CHART
ERALL
SIZE
046
HGHe
DP RATING
84"
±25 ESE
44"
63"
"
FIS
72"
±30 PEE
8C"
t35 PSF
71"
NO P.E. SEAL REQUIRED
INSTALLATION SUPPORTED
BY AAMA TEST REPORTS
SILICONE 2X BUCK
CAULK
SILICONE CAULK
1/4" MAX. SHIM
HEAD
t Pill
y 1/4" MAX. SHIM
c µ l
SILICONE CAULK
SILICONECAULK !t*
i
2x BUCK
(;P1 SILL
n. EDaE o"'ArcE "KnE
nocS 12& 13—-A8 .
SILICONE CAULK
2X BUCK I 1/4" MAX. SHIM
N. W000
5C" MIN.
O WOOD--
E NOTES �
#8 X 2 /2 MI
SCREW AITH 1.
EM7EJMENT IN.
MIN. EDGE DIST, SE
SIL'CONE CAULK
JAMB
NOTES:
1. This installation has been evaluated for use in locations adhering to the Texas & 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 window must be caulked. Interior caulking is optional unless noted otherwise.
3. Anchors shall be as 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. 5hims are optional Max. shim stack is 1/4".
6. Wood bucks (by others) must be engineered and archored properly 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 methodology appropriate for the opening into which the window is being installed.
9,
installation screws must be at least 3/4" from the edge of the wood.
10. instauation screws may be placed in the interior or exterior track of the jamb. Screws should be flush with the vinyl.
11. Glazing shall comply with ASTM E 1300,
12.Use 100% pure silicone caulk compliant with AAMA 808 Section S - Sealant Specifications for use with Architectural Fenestration Products. Make sure
surfaces are completely free from all old caulk, damaged wood, wood fibers, grease, oil dirt, rust, mold or similar contaminants. Vacuum and clean
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 visit Simonton.com.
13.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.
"` P RE T d5kB'
this a<cummt s the P to „ Sim ratan Mndaws w ah
iamdecu _'rxioi o d� t gtite to I wnpat mott
anIr— that rt pis Peat to o. clased,�re 1—Id m
us<a m <onpn<u<n �.¢n tna ass;gn. mon�raam aa�
ooa. r� onyas a m, Simonton wsndosa
<etmoair;ia < �,t. cols r siwineion does not omit cos
n,tta to utiize Inhrmation ccntilna0 in
documeni wh is properly ootoirm han a_o_ source.
sz�orrTor�'
I Gnehmne
A�'c iu.:
Pxn�b�+co. W V 26+15
Decimals
Angles
SCALx: HEE
.x t -03
.XX t '01
.x.x .c05
0' Ni mi
nr i
SERIES:
+3-35 OQUeI
9/1/20211 , Florida Building Code Online
6500 DH Non -impact
BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us j BCIS Site Map Links Search
8
db
Product Approval
P ra
USER: Public User
Product Approval Menu > Product or Application Search > Application
qp
List > Application Detail
FL #
Application Type
Revision
Code Version
2020
Application Status
Approved
*Approved by DBPR. Approvals by CiBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary,
Comments
Archived
Product Manufacturer
Simonton/Ply Gem Windows
Address/Phone/Email
5020 Weston Parkway
Suite 300
Cary, INC 27513
(800) 542-9118 Ext 413596
luanne.harris@cornerstone-bb.com
Authorized Signature Luanne Harris
I Lan ne. ha rris Pcornerstone- 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
Windows
uble ouble Hung
Do
Compliance Method Certification Mark or Listing
Certification Agency Fenestration and Glazing Industry Alliance (formerly AAMA)
Validated By American Architectural Manufacturers Association
Referenced Standard and Year (of Standard) Standard
AAMA 450
AAMA/WDMA/CSA 101/1.S.2 A440
AAMA/WDMA/CSA 101/I.S.2 A440
Equivalence of Product Standards
Certified By
Y§Ar
2010
2011
2008
��102ii I INO 1:1 Ili I! ! i!! Iffli I
WEW�
ZMEMMMHM��
5167,13 143-40 and 43-45
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ, Yes
Impact Resistant: No
Design Pressure: N/A
Other: 36x72 (+/-30 PSF), 52x71 (+/-35 PSF), 48x80 (+/-35
PSF), 36x63 (+/-45 PSF), 44x63 (+/-45 PSF), 32x62 (+/-50
PSF), 36x74 (+/-50 PSF), 46x84 (+/-25)
5167.14 143-50 (Three -Step Sill)
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
other: 52x71 (+/-35 PSF), 36x63 (+/-45 PSF), 44x63 (+/-45
PSF), 32x62 (+/-50 PSF), 36x74 (+/-50 PSF)
5167A5 75-75, 75-09, 07-75, 07-09, 07-10
I and 07-20
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant. No
Design Pressure: N/A
other: 48x80 (+/-25 PSF), 53x74 (+/-30 PSF), 48x80 (+/-35
PSF), 52x71 (+/-35 PSF), 53x80 (+/-40 PSF), 36x63 (+/-50
PSF), 36x74 (+/-50 PSF), 36x72 (+/-55)
Verified By: Fenestration and
(formerly AAMA)
Created by Independent Third
Evaluation Reports
Created by Independent Third
Glazing Industry Alliance
Party:
Party:
Reflections 5050, Reflections 5300, 6100 VantagePointe,
PerfeXion Gold, 4000E Vinyl Double Hung
Certification Agency Certificate
Of
Off
Of
PAf
Off
FL5167 R37 C CAC 43 40 DH 4$x8Q R PG.pdf
2x7i-R3S.Qf
P-4f
al
Quality Assurance Contract Expiration Date
01/30/2022
Installation Instructions
FL51 Of
DH IX pd-f
Verified By: Fenestration and Glazing Industry Alliance
(formerly AAMA)
Created by Independent Third Party:
Evaluation Reports
FL51L2_Ejj_AE_fvalRep_o�rt-IN 4 �4-R �p_fff
Created by Independent Third Party: Yes
6100 VantagePointe, Asure, PerfeXion Silver Vinyl Double Hung
Certification Agency Certificate
pdf
al
Pal
Quality Assurance Contract Expiration Date
01/25/2026
Installation Instructions
P-d-f
Verified By: Fenestration and Glazing Industry Alliance
(formerly AAMA)
Created by Independent Third Party:
Evaluation Reports
LLaLE �14 �VR wlrl:�_R4.P'd_f
Reflections 5500, Generations, Impressions 9800, 6500
VantagePointe, PerfeXion Platinum, 6000 Vinyl Double Hung
Certification Agency Certificate
FL51 0—f
4 R PG 0 pdf
Of
P_(Lf
PAT
pdf
FL51
0—p.d-f
,—QZ—U '_DZ__Z'5
25z_10,_75j20 _DHframQ_qd_f
Quality Assurance Contract Expiration Date
06/06/2022
Installation Instructions
ZQ_D H 2 X - P1
FL51
I _X. P df
Verified By: Fenestration and Glazing Industry Alliance
(formerly AAMA)
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party: Yes
5167.16 75-75, 75-09, 07-75, 07-09, 07-10 1 Reflections 5500, Generations, Impressions 9800, 650O
https://floridabuilding.org/pr/pr�_appjtl.aspx?param=wGEVXQwtDqtZMlu87qOKmCtAC9nEO%2bU7wr5BBbmrOOPC4bvyWvnCXw%3d%3d 5/6
MODEL DESIGNATION Simonton Double Hung Series 75-75 / 7S-09 / 07-75
07-09 / 07-10 / 07-20 'Aryl Window
MAXIMUM OVERALL NOMINAL SIZE.' See Size Chart
DESIGN PRESSURE RATING: See Size Chart
USABLE CONFIGURATIONS: x
X
GENERAL DESCRIPTION: The head, sill, and side Iambs are extruded PVC. The wall
thickness through which the anchor screw penetrates Is a
minimum of 0.070".
X
Q0
lit'
W
CG
LU
LU
0
11 X
"W" MAX. OVERALL FRAME WIDTH�
NO P.E. SEAL REQUIRED
INSTALLATION SUPPORTED
BY AAMA TEST REPORTS
ZX BUCK
STL CONE CAULK
SEE NOTES 13 & 14 �elll-rColll CAULK
SEE NOTES 13 & 14
1/4' MAX. SHIM.
I
rt—\ HEAD
111�
IT11 - —1 cre
----
LIT"To,
1 1/2" MIN, EMBED. SILICONE CAULK
SEE NOTES 13 & 14
2X BUCK 1/4 " MAX. SHIM
48 X 2 1/2" MIN.
WOOD SCREW
3/4" MEN. EDGE DIST.
SILICONE CAULK
SEE NOTES 13 & 14
SILICONE CAULK
SEE NOTES 13 & UI
2X BUCK
SILL
SILICONE CAULK
SEE NOTES 13 & 14
&_JAMB
NOTES:
T This installation has been evaluated for use in locations adhering to the 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 window must be caulked. Interior caulking is optional unless noted otherwise.
3. Anchors shall be as 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. Max. shim stack is 1/4".
6. Wood bucks (by others) must be engineered and anchored properly 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 window is being installed.
9, Installation screws must be at least 3/4" from the edge of the wood,
10. Installation screws may be placed in the interior or exterior track of the jamb. Screws should be flush with the vinyl,
11. This product complies with ASTM E 1300.
12. Designation "X" and "0" stand for the following: X: Operable Panel - 0: Fixed Panel.
13, Use 100% pure silicone caulk compliant with AAMA 800 Section 1 - Sealant Specifications for use with Architectural Fenestration Products.
Far more details visit Simonton.com.
14.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.
2PK1QeQJEt �—IIEW 6-U',i'-s - — ------------------- - "K—w, (P � I M 0 N T
111, � o lln�,.nr�,,,%�
G ITU
oa
1 1—
--U A,,I,,
sn =tl'l
To
x
Is r, olal Irn —1- 'o, . on
-x z .cro
MODEL DESIGNATION: 5 mantvn Daub e Hung Ser es JS-75 r o> TS / 15-09 /
07 09 / IT— / .,-,a II," w ndow
+9AXIMUM QVERALL NOMINAL SIZE Se¢ size Chan
DESIGN PRESSURE RATINGSae sze cnarc
U=SASLE CONFIGURATIONS:
GENERAL. DESCRIPTION: The need, sYi, and XMe Iambs are e—hwl 11, — wall micxnees
through which the anchor saga 1-11—I is a minimum, of o. _42
6" MAX -ice (4 6" MAX
E
x
CIRCLED AncnGR LOCATIONS
'IQ L'sn foe Soave I—S,
III srzeMAT,
m
66
w -IAx. CVERAL" ITAIE KIRTH --)
Gt7F rHART
OVERALL
SIZE
R LED
WIDTH
HE[GH
ANCHOR
DP RATING
LOCATIONS
REQUIRED?
48'
80"
NO
E25 PER
48"
80I
NO
52"
71"
t35 PSF
53"
so-
36"
63"
36"
74"
6"
72"
t0 SUBSTRATE TYPE
ANCHOR ttPE
MIN, EMBED
MiN'AN
A CONCRETE 2 KSI MIN.
3, T ITW TAPCGN
t-1,(2�
t-t 8'
R 117 PC£ MIN.
3/t8' NlV TAI-CON
1"
2-
C G®O.S" H I
3/18' mg TARCON
t-J!8"
7/e'
O G®0.55 IN W
A90 WOOF SCREW
1—ye"
7/8"
E 18 UGE 0.060 MIN. E.L
3KSi YIELD MIN.
50-78 K
SE1F-ORIWNG SCREW
FULL iHREAU
iJ2'
i LAU - MI ,
E 9 ` STEEL6 KSI MIN,
Rlu-LNG SCREW
ELLL TERM
1 2"
J
"'.s.
2/20/2021
"Aw
Lucas Turner "R`w lw�`
LUGS A. TURNER, P.E,
Fl- PE 5INE8?01
2021.03.03CONSULTING,
NRNER ENGERING R
INC.
15:1456 @, ^°-_
na
(Cdi 8 A)
�
2428 OLD NATCHEZ TRACE
TRAH, CANDEN, IN 36320
- R ,
oh. EAT-3&}-1614
A "MAT
-
MlN. EDGE DIST
SEE TABLE 1
INSTALLATION FASTENER
-- SEE TABLE 1
SUBSTRATE
By OTHERS
MIN. EMBED,
SILICONE CAULK
jEXT. PER3NtETER)��
SEE TABLE 3
I MIN. EMBED.
\_ SILICONE CAULK SEE TABLE 1
(TNT. FBRIMETER)
11MAX. SRI SIL-.CONE CAULK
NO SUBSTRATES UNT. PERIMETER)
YES t40 PSF ev OTHERS
NO t50 PSF, nE.ao 1/4" MAX. SHIM
NO INSTALLATION FASTENER
YES t55 PSF SEE TABLE I
1(4" MAX sLIM
SILICONE CAULK
MIN. EDGE DIST.j
SILICOf�'E CAULK. SUBSTRATE SEE TABLET 'CLCONE CAULK
BY OTHERS LEXT. PERIMETER)
l>Nfl
NOTES p�"'✓�����.���������
1. This installation has been evaluated for use in locations adhering to the Florida Building Code outside the HVHZ, and where pressure requi—ants as determined by ASCE 7
Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure r rings herein,
2. All interior and exterior perimeter surfaces of the window must be caulked,
3. Anchor type, size, spacing, embedment, and edge distance shall be d5 specif el in these drawings. Use appropriate anchorage from Table 1 according In substrate type. A
minima°m center -to -center spacing of 3" shall be maintained between all Eico Ultracons in any direction.
4. Anchor embedment to substrate shall be beyond wall dressing or stucco. Foe masonry openings with wood bucks less than 1-1/2" thick, embedment shall be beyond wood
bucks, if used, and into masonry substrate. stood bucks with masonry are op[Ionai.
5, wood or masonry openings, bucks, and buck fasteners, by others, shall be properRy designed and installed to transfer wind loads to the struttuee.
6- The responsibility _ selection of Simonton products to meet any Applicable local laws, building codes, ordinances, or other safety requirements rests solely with the
Yrchfte� building owner, or c-RCEUTor-
Z. Shims are required where yaps of greater than 1/16' exist between opening and frame- Max, shim stack Is 1/4". Shims shall be load -nearing and capable of transferring
loads tq the substrate.
8. When used In areas requlrl ng Impact protection, did, product REQUIRES the use of approved Impact resistant shutters or other external protection.
9. Sealing and Flashing by others should be applied using the ASTM E 2112 methodology appropriate for the opening into which the product is bung installed. Overall water
penetration resistance of the installed product is not addressed In this drawing and Is the responslbiilty of others.
30. Glazing shall comply with ASTM E 1300.
11. All fasteners penetrating Into pressure Created wood shall be capable of preventing con
,
osion due to reaction with pressure treatment chend ols. Any disslmllar materials
that come into contact shall be protected to prevent reactions in accordance with codeUoUlrements.
12. A wind load duration factor Call= 1.6 was used far the analysis of wood screws only,
13. Products Shall be constructed as specified in test reports ATI-A6989.01-501-47, ATI-C902D.01-SO1-47, ATI-C9025.01-501-47, ATI-D2914.01-109-47,
ATI-D2916.01-309-47, ATI-C2266.01-109-47 AND ATI-DO300.01-SO1-47-r0,
14. Designation "X ` and "0" stand for the billowing: X: Operable Panel - 0. Fixed Panel.
15.Use A backer rod on ail Joints >3/4" deep and/or wider than 1/4'- Finished caulk joint should be a minimum of 3/8- deep,
ouD �� r used In o
Dimensional s `"MON'T�1y
Uniass 0,� se ecifled '
I Cxl,mnu �
I'cnnvMrr,r,
Declmalfl Angles LE SNEEr_
t ,OL N. 3o min. Cn.
.XX% x .GOS 3-�S/ 07-)5 / )5-o a9 / o�-
Simonton Mullion
BCIS Home Log In User Registration Hot Topics Submit Surcharge Contact Us BCIS Stats & Facts Publications Site Map Links Search
db' r
Product Approval
4 USER: Public User
Product ,Apagygmgru aggur APQIsavon
Sear h > Ap licaton U > Application Detail
FL #
Application Type
E=
Revision
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.harrjs@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
Windows
Subcategory
Mullions
Compliance Method
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Lucas A. Turner
Evaluation Report
Florida License PE-58201
Quality Assurance Entity Architectural Testing, Inc,, an Intertek Company
Quality Assurance Contract Expiration Date 12/31/2023
Validated By Scott Wolters, PE
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
fLjaa2A-95—COI Evsi R L&pqMaRM0051r8 ------- p_df
5"1191AVA
TAS 201 / 202 / 203
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
ELIaUA—R5 EqUrv_aimQK-PV_Q-An dlyajs&ff
Y-M
1994
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted
10/01/2020
Date Validated
10/08/2020
Date Pending FBC Approval
10/23/2020
Date Approved
12/15/2020
Summary of Products
_...._._._._.._. __ .-._._.. - _ __.._......._.
FL # Model, Number or Name
_.--_ ____.._ _.---._.__._ __.._ . _._._._._____. ______._. ._-.._.-
! Description
_-_-----._._.. _�
15534.1 20634 Aluminum with VPI-436 Vinyl
Stormbreaker Plus 300VL Vinyl Mullions with Medium Aluminum
Mullion Cover
Reinforcement (HVHZ)
Limits of Use
; Installation Instructions
Approved for use in HVHZ: Yes
FL15 4 R II RM VHZr ,pdf
Approved for use outside HVHZ: Yes
Verified By: Lucas A. Turner PE #58201
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design pressure: +50/-50
Evaluation Reports
Other: Missile Impact Rating: Large
FL15534 R AE Ev IP- ort-RM0052HVHZrS,pdf
15534.2 16991 Aluminum with VPI 354 Vinyl
'Stormbreaker Plus 300VL Vinyl Mullions with Large Aluminum
Mullion Cover
(......T____._-....._.__.-._
Reinforcement (HVHZ)
......................._..__-_..-_......_.....__._......._.___.._._.......__..__....._.-..-.__.-..-.-.......__..__.............._.___..-...-,....,_—..._....----..-._....-...-._......._..-.-.-....._.,....._..____..._........................._......___._._._._..._._..__._-..._._.._-__.._._-.__.__.._._
Limits of lies
Installation Instructions
Approved for use in HVHZ: Yes
FLi5S34 R II RMQQlr.pdf
Approved for use outside HVHZ: Yes
Verified By: Lucas A. Turner PE #58201
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: Design pressure ratings vary by unit and mullion size.
FL15534 R AE va R �fQ, _pdf
Missile Impact Rating: Large
Created by Independent Third Party: Yes
15534.3 20634 Aluminum with VPI-436 Vinyl
Stormbreaker Plus 300VL Vinyl Mullions with Medium Aluminum
Mullion Cover
i Reinforcement (Non-HVHZ)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FLi34 RS II RMQQ�2r6.pdf
Approved for use outside HVHZ: Yes
Verified By: Lucas A. Turner PE #58201
Impact Resistant: Yes
i Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: Design pressure ratings vary by unit and mullion size,
i FL15 34 R5 AE Eva Rp ort-RMQ02r6.pdf
Missile Impact Rating: Large
.._.__--_..._.___
j Created by Independent Third Party: Yes
.__ _______ ____........_...
Contact Us :: 2601 Btair Stone Road, T lahassee PL„ 2348 Phone:-487-1824
The State of Florida is an AA/EEO employer. Copyrigh 2007-2013 State gf Florida :: Privacy Statement :: A, ski ility_t t ment :: Rgfu nd $jatemen
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
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provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here_.
Credit Card
Safe
SiMQId if
I COCHRANE AVE.. PENNSBORO, WV 26415 PH.
600-426-2269
STORMBREAKER PLUS 300VL SERIES
EXTRUDED IMPACT RESISTANT VINYL
MULLIONS WITH LARGE ALUMINUM
REINFORCEMENT HVHZ
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
TO COMPLY WITH THE 7TH EDITION (2020) FLORIDA BUILDING CODE
REQUIREMENTS INCLUDING HVHZ.
2. THIS MULLION IS ONLY VALID WHEN USED IN CONJUNCTION WITH
APPLICABLE WINDOW SYSTEMS.
3. ALL WINDOWS USED WITH THIS MULLION SHALL BE QUALIFIED
UNDER SEPARATE APPROVAL, ALL GLAZING PRODUCTS USED WITH
THESE MULLIONS MUST MEET THE APPLICABLE FLORIDA BUILDING
CODE REQUIREMENTS.
4. ADEQUACY OF EXISTING STRUCTURAL CONCRETFiMASONRY, 2X
AND STEEL STUD FRAMING AS A MAIN WIND FORCE RESISTING
SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED
PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF
THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT
INSTALLATION.
5. 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO
PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK
DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT
INSTALLATION.
6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC
AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE,
IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE
REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR
ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE
WITH THIS DOCUMENT.
7, THIS PRODUCT DOES NOT REQUIRE AN EXTERNAL IMPACT
PROTECTIVE SYSTEM IN WINDSORNE DEBRIS REGIONS, AND IS
APPROVED FOR USE IN WIND ZONE 4.
PARTS UST
NUMBER
RESCRIPTION
PART NO
MATERIAL
1
w 2 _
_LARGE NUWON COVER
LARGE MUWON�REINFORCEMENT
VPI-384 MP0232
16991
PVC
6063—T8
3
BASE PLATE
STEEL
4
MULUON L—BRACKET
STAINLESS STEEL
TABLE OF CONTENTS
RAGE NO 4ESCRIP170N
I EN AL NZS1$, A US AN " t oss chows
2 ELEVATION ANO QESIGN RESSl1RE CHARTB�
MUUJON DETAILS & SILL G2OS N.ti' —
aae�^
ueze'
�"'-----aaas• �
i,
d
RETROFIT FRAME MULUON
1 LARGE VINYL MULLION COVER #VPI — 354 UEQ=
EXTRUDED VINYL .070" MIN.
MULLION COVER
Li
-A (--arsis° o
(, AL RGE MUI ION RF(NFQROEMENT /¢189��1
ALUMINUM 6063—T6
MULLION COVER
oft #10 X 1 1/8" SELF
TAPPING SCREWS SPACER TAPPING SCREWS SPACER
PER APPLICABLE WINDOW PER APPLICABLE WiNpOW
PRODUCT APPROVAL ❑ PRODUCT APPROVAL
#10 X 1 1/8" SELF -- #10 X 1 1/8" SELF
TAPPING SCREWS SPACED TAPPING SCREWS SPACED
PER APPLICABLE WINDOW PER APPLICABLE WINDOW
PRODUCT APPROVAL MULLION PRODUCT APPROVAL 2 MULLION REINFORCEMENT
REINFORCEMENT
DOUBLE HUNG HORIZONTAL CROSS SECTION PICTURE (FIXED) HORIZONTAL CROSS SECTION
Lucas Turner
2020.09.28
12:12:45
-05'00'
Vhomlf
I COCHRME AVE, PENNSBOM• WV 26415 PH.
800-426-2249
STORMBREAKER PLUS 300VL SERIES
EXTRUDED IMPACT RESISTANT VINYL
MULLIONS WITH LARGE ALUMINUM
REINFORCEMENT _(HVHZ.
NOTE:
The pressure charts show the design pressures for
the selected mullion span and panel width for
achieving bending capacity, deflection and
concentrated load limits specified in the Florida
Building Code, 7th Ed. (2020) edition.
Adhere to fastening instructions provided in this
document to achieve the tabulated design
pressures.
DIRECTIONS:
Select the module width and mullion span from
the chart to determine the allowable design
pressure for the product. When panel sizes are
not equal on both sizes of the mullion, use the
larger of the panel widths from the chart.
DESIGN °R�UFiE �RF
UNITS IN PSF, MULLION #16991
". for he III TIZ , 'g,"- . ..... —f!)P 50—,q—,d: all DP, /--h— V— ,, ,,d,,:—d,,, red
THE LOWER OF THE WINDOW DESIGN PRESSURE (SEE SEPARATE APPROVAL)
OR MULLION DESIGN PRESSURE SHALL APPLY TO THE ENTIRE ASSEMBLY.
&MOM11,
I COCHRANE AVE PENNSBORO, M 26415 PH.
800426-2249
STORMEIREAKER PLUS 300VL SERIES
EXTRUDED IMPACT RESISTANT VINYL
MULLIONS WITH LARGE ALUMINUM
REINFORCEMENT _(HVHZ.
FOUR (I
(g) ALUMINUM MULL --(D EXTRUDED VINYL
REINFORCEMENT MULLION COVER
d L—BRACKET
Q)BASE PLATE
DETAIL A
(D LARGE
MULLION COVER
Q REINFORCEMENT BASF
eLAjE_2EIA1__
.060" MIN. STEEL
TWO (2) 0.2590 HOLES
G) LARGE
.076" MIN. STAINLESS STEEL
MULLION COVER
ANCHOR NOTES:
1) To achieve the required design pressures,
adhere to the fastener requirements below.
2) INSTALLATION TO WOOD (G-0,42 MIN):
Four (4) #10 Wood screws for each base plate
with min, 1-1/2" embedment and min. 7/8" wood
edge distance.
3) INSTALLAnON TO CONCRETE/MASONRY:
Two (2) screws for each base plate in outermost
holes. In grout —filled CMU block (ASTM C-90
Compliant) use 1/4" Elco Ultracons with 1 3/8"
min, embed. to block and 1" min. edge dist.
with min, 1-1/4" embedment, In solid concrete
(2.85 ksi min.) use 3/16" ITW Topcons or 1/4"
Elco Ultracons with 1 3/4" min, embed to
concrete, and 1 1/8' min. edge dist.
(A) MULLION
L-BRACKET
MULLION
(D ALUMINUM
MULL
REINFORCEMENT
SEE NOTES BELOW AND
MANUFACTURER'S
ATTACHMENT INSTRUCTIONS
FORATTACHING REINFORCED
MULLIONS TO WINDOW UNITS
BASE PLATE
TWO CONC/MASONRY ANCHORS,
SEE ANCHOR NOTE 3
EMBEDMENT,
SEE NOTE 3
VERTICAL
MASONRY APPLICATION
,-
(SUBSTRATES BY OTHERS)
&A11-
BASE PLATE (3)BASE PLATE
�CQ) -FOUR #10 SCREWS
VERTICAL 3j;TIOSECTION
WOOD APPLICATION
(SUBSTRATES BY OTHERS)
EXTRUDED VINYL
JLLION COVER
I@ L-BRACKET
L-BRACKET IS ATTACHED
TO VINYL MULL COVER &
MULL REINFORCEMENT
USING TWO (2) RIVETS
OR BARREL NUTS, 2 ON
EACH L-BRACKET REFER
TO TABLE 1
PAK—WIK SPACER I" X
1/2" X 1/4" THK. MAX.
(4) REQ. (2) AT TOP
AND (2) AT BOTTOM
(D L—BRACKET
SEE NOTES BELOW AND
MANUFACTURER'S ATTACHMENT
1.5' MIN, INSTRUCTIONS FOR ATTACHING
EMBEDMENT REINFORCED MULLIONS TO
____L WINDOW UNITS ASSEMBLED MULL ANn ATTACHMENT VIEW
I (MULLION ATTACHING HARDWARE)
RIVET
[SBA�TABLE
RRELNUT
5/16- DIA. STEEL RIVET WITH A GRIP LENGTH OF �50 MAX.
010-24 OR #10-32 STAINLESS STEEL BARREL NUT
��. �125 MIN �ENCA..ENH