HomeMy WebLinkAbout19-20019 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 20 19
BUILDING PERMIT
1' ";PERMIT`INFORMATION LOCATION INFORMATION
his
Permit Number: 20019 Address: 38901 1 STAVE
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): . Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 11-26-21-0010-20100-0120
Improv. Cost: 12,925.00 OWNER INFORMATIOW-
Date Issued: 7/27/2018 Name: HAYDEN MARGARET ANN
Total Fees: 236.25 Address: 38901 1 STAVE
Amount Paid: 236.25 ZEPHYRHILLS FL 33542-2107
Date Paid: 1/25/2019 Phone: 813-782-7602
Work Desc: REPLACE 15 WINDOWS S/S- 1x extension given
CONTRACTOR(S) APPLICATION'FEES
THE HOME DEPOT BUILDING FEE 157.50
BUILDING FEE 78.75
e ,2
Ins ections Required
FOOTER 2ND ROUGH PLUMB MISC INSULATION CEILING
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC,
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
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 initial inspection or
first reinspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"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 with your lender or an attorney
before recording your notice of commencement."
Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
/Ua'U/Z 0 G / f✓d U/LCQ/
813-780-0020 City of ephyrhills Permit Application Fax-813-780-0021
Building Department
.Date Received 07i 22
/� /..� Phone Contact for Permitting Q-7 —7
Owner's Name Mar tQar t cr.�� Owner Phone Number (J r ��7V L_ (�
Owner's Address O 1�/r'f"7�_ Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS / �j�(J�J/LOT#
SUBDIVISION C,( PARCEL ID# / 7�'VP • !`«/�� a.;?_0 0
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED a NEW CONSTR e AD /ALT = SIGN DEMOLISH
INSTALL REPA
PROPOSED USE SFR COMM = OTHER
TYPE OF CONSTRUCTION BLOCK FRAME
� V FRAMES k� )= STEEL =
DESCRIPTION OF WORK oL V cJ S/
BUILDING SIZE I I SO FOOTAGE= HEIGHT
BUILDING $ VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ AMP SERVICE PROGRESS ENERGY = W.R.E.C.
=PLUMBING $ �'i/�i/10
0I
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION ! 1
=GAS = ROOFING Q SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
It II It
BUILDER COMPANY
SIGNATURE I Y/ N FEE CURREN
14
Address 4701f ( lx ✓ f License# 0�
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address I License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN
Address I License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN I Y/N
Address License#
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111111111111
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 dale. Required onsite,Construction Plans,Slormwater Plans wl Silt Fence installed,
Sanitary Facilities&1 dumpsler,Site Work Permit for subdivisions large projects
COMMERCIAL Attach(3)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 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. (AIC 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 (Front of Application Only)
Reroofs if shingles Sewers Service Upgrades A/C Fences(PloVSurvey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
I
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may t:�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 owi ter 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 citt,d 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 11 Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised lo have the contractor(s) sign
portions of the "contractor Block"of this application for which they will be responsible. I you, as the owner sign as the
contractor, that may be an indication that he is not properly licensed and is not entitled t l permitting privileges in Pasco
County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES I 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 CouQ11 Ordinance number 89-07 and
90-07, as amended. The undersigned also understands, that such fees,as may be due I will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Reco'i�ery 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 permit issuance. Furthermore, if Paso 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 valuationlof 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 documint and promise in good faith to
deliver it to the"owner'prior to commencement. o
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 Ian,d 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 �tandards 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 it but are not limited to:
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,Water/Wastewater 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 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 thj a drainage plan addressing a
"compensating volume"will be submitted at time of permitting which is prep red 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 pe itted building using stem wall
construction,I certify that fill will be used only to fill the area within the stem w�.
- 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 IpLiTnitting 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 is 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 nine 1(90)days and will demonstrate
justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the jof, is considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCE ENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
FLORIDA JURAT(F.S.11 .03)
OWNER OR AGENT CONTRACTOR-
S crib d d swo to(or f rmed)bef re this Subs �b sworn (or a + ed i{or a this
b+ (O f I
o is ar rsonWl mown m or as/have produced VNb i b re pers�al�mo o me or ha/have produced
as identification. I as identification.
11
it
Notary Notary Public
;PRy4s i oil' u. .acinl
Commission No. fO in I_I(, Commission No. „ ,l Nancy J.Pacini
'+STATE OF FLORIDA °�; ;,;s��NOTARY PUBLIC
Name of Notary typed,priiti ors_ d Comm#.GG0798�J1 Name of Notary typed,printe . ref 'p, d '—'+STATE
�>
s�NCE � Expires 4/28/2021 \,�.; Ql" Cornm#+GG079891
'�yiE l- Expires 4/28/2021
9208 Florida Palm Drive•Tampa, FL 33619
(813) 626-7548
' I
City of Zephyrhills
Building Department
Re: Building permit — 20019
Customer —10801252-10801261 - Hayden
Address — 38901 1st Ave
To Whom It May Concern:
Please.extend the above permit for the purpose of completing the installation and
conducting the final inspection. Installation issues have prevented timely completion of
the project.
Thank you for your consideration. If you have any questions regarding this request,
please contact Nancy Pacini at 813-413-7999.
Regards,
Martin Sterling
Agent For Licensed Contractor
STATE OF FLORIDA
COUNTY OF HILLSBOROUGH
The foregoing instrument was sworn and acknowledged before me on this day
of - by _h'1GwAri f� /� , who is personally
known to e
(Seal)
Notary Pub 'c-State lorida — Commission #GG079891
Printed Name. . Pacini
My Commission Expires: 4/28/21 o��oy5s NancyJ.Pacini
�' so NOTARY PUBLIC
o —STATE OF FLORIDA
?Comm#GG079891
s��CE 19� Expires 4/2-3/2021
0116
,A
f I` 2018114375
,� \ Permit No. Parcel ID No
POP ✓ / NOTICE OF COMMENCEMENT
State of., t County of P&GQ-
THE UNDERSIGNED hereby gives notice that Improvement will be made to certain real property,and In accordance with Chapter 713,Florida Statutes,
' the following information is provided in this Notice of Commencement
Description of Property: Parcel Identifira No. ;�61 66, Olz(/
'��, Street Address: ✓, /�� J
2. General Description of Improvement ✓��C f�/l r) ��n ��/I
t �r
:f . 3. Owner information or Lessee In rtn n 112
i th Lessee contracted for the Improvement:
1'.
77.
ddresa
',_, -�. Cfty state
�. Interest In Property: .'?.
Name of Fee Simple Titleholder. Tho-t`-Home Deboff
(if different from Owner listed abgva)•.,.::�'•:"'
wA.. r..• i+ "
Address w State
4. Contractor.
Name
`s�• r `'Y �'1
Address / /_ Ciy State
ContraUcrs Telephone No.: f C�
5. Surety:
Name
Address r City Slate
Amount of Bond: $ Telephone No.:
6. Lender.
Name
Address City Stale
Lender's Telephone No.:
7. Persons within the State of Florida designated by the e u whom notices or c7 documents may be served as provided by
Section 713.13(1)(a)(7),Florida Statutes:
Name
Address LCity State
Telephone Number of Designated Person:
8. In addition to himself,the owner designates of-
to receive a copy of the Lien is NotiVe as provided In Section 713.13(1)(b),Florida Statutes.
Telephone Number of Person or Entity Designated by Owner.
9. Expiration date of Notice of Commencement(the expiration date may not be before the completion of construction and final payment to the
contractor,but will be one year from the date of recording unless a different date is specified):
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalty of par)ury,I declare that 1 have read the foregoing notice of commencement an that the facts stated therein are true to the best
of my knowledge and belief.
STATE OF FLORIDA
COUNTY OF PASCO J c
Signature of Ofter-oTtessee,or Own essee's Authorized O ry
Rept:1972065 Rec: 10.00 Officer/Director/Partner/Manager N
DS: 0.00 IT: 0.00 / ��
07/09/2018 J. R. , Dpty Clerk SignatorysTefOffice
Z.
The foregoing Instrument was acknowledged before me this_22day of �,2Q� by j/✓ ��
as - dw �i1/l e f authority,e.g. Meer,trulstee,attorney in fact)for �p
/► ,'. ' " } (nem of pa on be i of ors instrument was executed).
Personally Known❑O�Produced Identificatior��" i Notary Slgn6tQre':
T of Identification Produced a ! 'Type dame(Print) "I T11V
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STATE OF FLORIDA,COUIN GREGOISNGOI�S A
THIS IS TO CERTIFY THAT T FNT
TRUE AND CORRECT COPY OF THE DOCUMENT .
. -4 ON FILE OR OF PUBLIC RECORD IN-THIS OF,i
coativexrn�a,_ D 0 ICIALSEALTFiII`
• �Y HAND
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V+1tT DAY OF RK� {�MPTRQLLER
168� �� � PAU S 'NEiL DEPUTY CLERK
BY
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: 4�
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Date Received: —of—I S
Site: Ct (� [ t S
Permit Type: �r��,��V g�ptetce j J�
Approved w/no comments Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment sheet shall be kept with the permit and/or plans.
Kalvin S zer—Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
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WINDOW SPECIFICATION SHEET Spec.Sheet#:1-671IFN3 Sheet:1 of 2
Customer:MAGGIE HAYDEN Job#:1-671IFN3 Consultant: David Wilson Date: 06/27/:018
New Window
Existing Window I Hinge Locations
OP
Measurements Grids Product Options Labor ions From outside,
Left to Right
Says,sows
Location Color Rough Opening #of bars #of bars Csmnts,I Pril,
use L,R or S
Glass Misc Its ns
Hardware Code
Screens For doors use
u: Mull stationary or
Z5
operating
cc
Style Wraps P) a 0 IS 14 U
0
Room Floor Code (Y/N) Style Code Series Code E X 5 C6 > > x
MULL,STD,White, LSR
FC 1st DN N CDH 6500 WH WH 45,00 50.00 95 GlassPack:Standard x
ISTD,While, LSR
OFc 1st DH N C DH 6500 WH WH 45.00 50.00 95 fassPack:Standard x
MULL,STD,White, LSR
MBED 1st DH N C DH 6100 WH WH 36.00 50.00 86 GlassPack:Standard
STD,White, LSR
4 MBED 1st DH N CDH 6100 WH WH 36.00 50.00 86 GlassPack:Standard
STD,White, LSR
5 MBED 1st DH N C DH 6100 WH WH 37.00 50.00 87 GlassPack:Standard
STD,White, LSR
6 8ED1 1st OH N C DH 6100 WH WH 37.00 50.00 87 GlassPack:Standard
STD,White, LSR
7 BEDI 1st DH N C DH 6100 WH WH 37.00 50.00 87 GlassPack:Standard
STD,White,TMP:Full, LSR
8 BATH 1st DH IN CDH 100 H W s IH 00 37.00 73 Obscure Glass:Full,
GlassPack:Standard 1-`
SPECIAL CONSIDERATIONS:
Wrap Color
Interior Casing Type
Bay or Bow window:
Sealboard material(vinyl only-Birch or Oak)
Bay Project Angle(30 or 45)
Bay Flanker Type(DH.SH,or Csmnt)
Top of window to soffit(inches)
If tied to soffit,color of soffit material I have reviewed and agree with all the job specifications abovc and the
Construct Roof(Yes or No)• Special Terms and Conditions on the following page
Garden Window:
Seatboard Material(vinyl only-White Pionile.Birch or Oak)
v
WINDOW SPECIFICATION SHEET - Spec.Sheet#:1-6711FN3 Sheet:2 of 2
Customer:MAGGIE HAYDEN Job#:1-671IFN3 Consultant: David Wilson Date: 06127 2018
New Window
Existing Window Hinge Locations
Measurements Grids Product Options Labor 0 lions From outside,
Left to Right
Bays,Bows
Location Color Rough Opening #of bars #of bars Csmnls,1 Pnl,
use L,R or S
Glass Misc II ms
Hardware Cod
Screens For doors use
f V c c Mull "S"=stationary or
g .c c = y m aEi mo etDi N ° s`°i eo+ "X"=operating
Style Wraps m .n rn a 0 `o c c 'E •0
TI..mFI..r Code, (Y/N) Style Code Series Code ° z 5 I—vi t� a > z > xo
STD,White, LSR
9 KITCH 1st OH N C DH 6100 WH 1WH 36,00 37.00 73 IassPack:Standard
STD,White, LSR
10 BONUS fat DH N C DH 6100 WH WH 26.00 26.00 52 lassPack:Standard
STD,White, LSR
11 BONUS tat DH N DH 100 H H 26.00 6.00 52 lassPack:Standard
STD,White, LSR
12 BONUS 1st DH N C DH 6100 WH WH 26.00 26.00 52 OlassPack:Standard
STD,White, LSR
13 OFC 1st DH N C DH 6104 WH WH 45.00 5o= 95 IassPack:Standard
TD,White, LSR
14 OFC Ist DH N C DH 6100 WH WH 45.00 50.00 95 GlassPack:Standard
SPECIAL CONSIDERATIONS:
Wrap Color
Interior Casing Type
Bay or Bow,window:
Seatboard material(vinyl only-Birch or Oak) '
Bay Project Angle(30 or 45)
Bay Flanker Type(DH,SH,or Csmnt)
Top of window to soffit(Inches)
If tied to soffit,color of soffit material I have reviewed and agree with all the job specifications abov and the
Construct Roof(Yes or No)` ISpecial Terms and Conditions on the following page
Garden Window:
Seatboard Material(vinyl only-White Pionite,Birch or Oak)
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P TOpD�R bliMc?<'^'.''."s'i'! ?:;:: SPEC5HEETd":(- „Sheet of
DEALER NAME THD AT HOME SERVICES BOX/CRATE ORDER EMAIL SENT
TIME 10:26:31 SALES CONSULTANT D.Id Wilson YES NO YES NO
DATE 0 612 7/2 01 8 ORDERED BY PGT USE
CSR&EXT TOM V.■21326 ALICE W.a21343 ORDERED BY PHONE# S.O-#
DEALER# 12228 CITY,STATE SHIP DATE
CUSTOMER MAGGIE HAYDEN SHIP TO# SHIP VIA
JOB# 1-67JWKS3 MDI7 YES NO LEAD TIME AUTH
PO# IF'NO'INDICATE STANDARDS DESIRED CHECKER'S INITIALS
WINGUARD(IMPACT ENERGYVUE(NON-IMPACT) REQUIRED FOR MIAMI DADE: SOLD ON PROMO YES NO
REMODEL +NEW CONSTRUCTION WOOD OPENING #12 WOOD SCREW
1W SS TAPGON 1W SS4 CRETEFLEX CONCRETE OPENING
1:.
q
In 'D, � Glass
q Options LABOR
FLANGE LU z O STD- X-Operaling _ TYPE TOP-or- Hardware OPTIONSt
PGT SPEC -or-BOX WIDTH HEIGHTa or.REV S-Stationary HANDING; .FLAT(F)-or- BOTTOM m m Screens MISC ITEMS WIDTH HEIGHT
UNT ROOM OIN SERIES# CODE FRAME INTERIOR EXTERIOR (in.) ,(in.) UI xk at STACK Viewed from I outside (RH-or-LH) SCULPTURED(S) PATTERN -or-ALL >t f &Mulls CODE (in.) (in.) UI
IV 6400 3 PNL 114 a [11 11H 112.00 60.00 162 Standard,standar i SR
d:WHT
ea 1, a .n
3
t have reviewed and agreed with all job specifications and the Special Terms&Conditions on the back of the yellow(Customer)copy.
Customer Signature
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Florida
UAL Product Approval
!„ USER: Public User _
Product Approval Menu > Product or Application Search > Application Lis t=>Ap(pIicationatietail
FL # � FL5167-R25 r;
Application Type Revision
Code Version 2017
Application Status Approved V
pp roved by DBPR. Approvals by DBPR shall be re iewed and ratified by
the POC and/or the Commission if necessary.
Comments
Archived ,.�`� � � ✓� ��``�
Product Manufacturer Simonton Windows
Address/Phone/Email 3948 Townsfair Way ,
Columbus, OH 43219
(614) 532-3596
luanne.harris@simonton:com
Authorized Signature Luanne Harris
luanne.harris@simonton.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
n
Category Windows
Subcategory Double Hung r°
Compliance Method Certjficati_on"Mark or Listing
Certification Agency American Architectural Manufacturers Association
Validated By American Architectural Manufacturers Association
Referenced Standard and Year (of Standard) Standard Year
AAMA 450 2010
AAMA/WDMA/CSA 101/I.S.2 A440 2005
AAMA/WDMA/CSA 101/I.S.2 A440 2008
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL5167 R25 Equiv EvalReport.pdf
Product Approval Method Method 1 Option A
Date Submitted 11/15/2017
Date Validated 11/21/2017
Date Pending FBC Approval
Date Approved 11/26/2017
Date Revised 12/01/2017
Summary of Products
FL # Model, Number or Name Description
5167.1 07-09, 07-10 and 07-20 Reflections 5500, PerfeXion Platinum Vinyl Double Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL5167 R25 C CAC 07-09 DH 36x63 R 50.D df
Approved for use outside HVHZ: Yes FL5167 R25 C CAC 07-09 DH 37x76 R PG65. df
Impact Resistant: No FL5167 R25 C CAC 07-09 DH 37x84 F PG60. df
Design Pressure: N/A FL5167 R25 C CAC *07-09 DH 44x63 F 50. df
Other: 48x80 (+/-25 PSF), 56x84 (+/-25 PSF), 53x76 (+/-50 FL5167 R25 C CAC 07-09 DH 47x71 F PG50. df
PSF), 36x63 (+/-50 PSF), 44x64 (+/-50 PSF), 47x71 (+/-50 FL5167 R25 C CAC 07-09 DH 48x80 F 25. df
PSF), 37x84 (+/-60 PSF), 37x76 (+/-65 PSF) FL5167 R25 C CAC 07-09 DH 53x76 F 50. df
FL5167 R25 C CAC 07-09 DH 56x84 R PG25. df
FL5167 R25 C CAC 07-09-10-20 and 8-09-10-20
Waiver.pdf
FL5167 R25 C CAC 07-75 waiver to 0 -09. df
Quality Assurance Contract Expiration Date
04/19/2020
Installation Instructions
FL5167 R25 II IN0066-R11 07-09 07- 0 07-20 DH 1X. df
FL5167 R25 II IN0067 07-09 07-10 0 -20 DH 2X. df
Verified By: American Architectural Man ifacturers Association
Created by Independent Third Party:
Evaluation Reports
FL5167 R25 AE EvalRe ort-IN0066-R11. df
Created by Independent Third Party: Ye
5167.2 07-09, 07-10 and 07-20 Reflections 5500, PerfeXion Platinum Vinyl Double Hung with
Transom
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL5167 R25 C CAC 07-09 DH w Trans m 53x130 R
Approved for use outside HVHZ: Yes PG50.odf
Impact Resistant: No FL5167 R25 C CAC 07-09-10-20 and 8-09-10-20
Design Pressure: +50/-50 Waiver.pdf
Other: 53x130 FL5167 R25 C CAC 07-75 waiver to 0 -09. df
Quality Assurance Contract Expiration Date
04/19/2020
Installation Instructions
FL5167 R25 II IN0063 07-09 07-10 0 -20 DH w Transom
2X.1df
Verified By: American.-Architectural Man ifacturers Association
Created by Independent Third Party:
1 '
Approved for use outside HVHZ: Yes FL5167 R25 C CAC 43-40 DH 36x63 R 5. df
Impact Resistant: No FL5167 R25 C CAC 43-40 DH 36x72 R 0. df
Design Pressure: N/A FL5167 R25 C CAC 43-40 DH 36x74 R 0. df
Other: 36x72 (+/-30 PSF), 52x71 (+/-35 PSF), 48x80 (+/-35 FL5167 R25 C CAC 43-40 DH 44x63 R PG45.pdf
PSF), 36x63 (+/-45 PSF), 44x63 (+/-45 PSF), 32x62 (+/-50 FL5167 R25 C CAC 43-40 DH 48x80 R 5. df
PSF), 36x74 (+/-50 PSF) FL5167 R25 C CAC 43-40 DH 52x71 R 5. df
FL5167 R25 C CAC 43-45 DH 52x71 R 5. df
FL5167 R25 C CAC 43-45 waiver to 4 -40. df
Quality Assurance Contract Expiration Date
09/12/2021
Installation Instructions
FL5167 R25 II IN0432b 43-40 43-45 CH 2X. df
FL5167 R25 II IN0434-R5 43-40 43-45 DH 1X. df
Verified By: American Architectural ManLifacturers Association
Created by Independent Third Party:
Evaluation Reports
FL5167 R25 AE Eva lRe ort-IN0434-R5 odf
Created by Independent Third Party: Ye
5167.14 43-50 (Three-Step Sill) 6100 VantagePointe, Asure, PerfeXion Silver Vinyl Double Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL5167 R25 C CAC 43-50 DH 32x62 R 0 ext . df
Approved for use outside HVHZ: Yes FL5167 R25 C CAC 43-50 DH 36x63 R 5 ext . df
Impact Resistant: No FL5167 R25 C CAC 43-50 DH 36x74 R 0 ext df
Design Pressure: N/A FL5167 R25 C CAC 43-50 DH 44x63 R 5 ext . df
Other: 52x71 (+/-35 PSF), 36x63 (+/-45 PSF), 44x63 (+/-45 FL5167 R25 C CAC 43-50 DH 52x71 R 5 ext . df
PSF), 32x62 (+/-SO PSF), 36x74 (+/-50 PSF) Quality Assurance Contract Expiratio Date
O1/25/2021
Installation Instructions
FL5167 R25 II IN0432 43-50 DH 2X.p f
FL5167 R2S II IN0569-R3 43-50 DH 1 df
Verified By: American Architectural Man facturers Association
Created by Independent Third Party:
Evaluation Reports
`y FL5167 R25 AE Eva lReport-IN0569-R3 pdf
Created by Independent Third Party: Ye
5167.15 75-75, 75-09, 07-75, 07-09, 07-10 Reflections 5500, Generations, Impressions 9800, 6500
ti
and 07-20 VantagePointe, PerfeXion Platinum Vinyl ouble Hung
Limits,- Use Certification Agency Certificate
AP oved for use in HVHZ: No FL5167 R25 C CAC 07-09-10-20 and J8-09-10-20
. 77 proved for use outside HVHZ: Yes Waiver.pdf
Impact'Resistant: No FL5167 R25 C CAC 07-10 07-20 to 07 09 Waiver. df
Design Pressure: N/A FL5167 R25 C CAC 07-75 DH 48x80 R PG35, df
Other: 48x80 (+/-25 PSF), 53x74 (+/-30 PSF), 48x80 (+/-35 I FL5167 R25 C CAC 07-75 DH 53x74 R PG30. df
FL5167 R25 C CAC 07-75 DH 53x80 R PG40. •df
PSF), 52x71 (+/-35 PSF), 53x80 (+/-40 PSF), 36x63 (+/-50 FL5167 R25 C CAC 07-75 waiver to 07 09. df
PSF), 36x74 (+/-50 PSF) FL5167 R25 C CAC 75-75 DH 36x63 R PG50. df
FL5167 R25 C CAC 75-75 DH 36x74 LC50. df
FL5167 R25 C CAC 75-75 DH 48x80 LG PG25. df
FL5167 R25 C CAC 75-75 DH 52x71 R PG35. df
Quality Assurance Contract Expiration Date
03/25/2020
Installation Instructions
FL5167 R25 II IN0113 75-75 76-09 07 75 07-09 07-10 07-
20 DH 2X.pdf
FL5167 R25 II IN0132-R10 75-75 76-0 07-75 07-09 07-10
07-20 DH 1X.pdf
Verified By: American Architectural Man facturers Association
Created by Independent Third Party:
Evaluation Reports
FL5167 R25 AE EvalReport-IN0132-R10.pc1f
Created by Independent Third Party: Ye
5167.16 75-75, 75-09, 07-75, 07-09, 07-10 Reflections 5500, Generations, Impressions 9800, 6500
and 07-20 VangtagePointe, PerfeXion Platinum Double Hung H-Mulled
Triple
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL5167 R25 C CAC 07-09-10-20 and 0 -09-10-20
Approved for use outside HVHZ: Yes Waiver.pdf
Impact Resistant: No FL5167 R25 C CAC 07-75 waiver to 07 09. df
Design Pressure: +50/-50 FL5167 R25 C CAC 75-75 DH Triple 109x74 R PG50. df
Other: 109x74 (+/-50 PSF) Quality Assurance Contract Expiration Date
09/13/2021
Installation Instructions
FL5167 R25 II IN0060 75-75 DH Triple or Twin 2X. df
Verified By: American Architectural Man facturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
5167.17 75-75, 75-09, 07-75, 07-09, 07-10 Reflections 5500, Generations, Impressio s 9800, 6500
and 07-20 VangtagePointe, PerfeXion Platinum Vinyl Double Hung H-
Mulled Twin with Transom
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL5167 R25 C CAC 07-75 waiver to 07 09. df
Approved for use outside HVHZ: Yes FL5167 R25 C CAC 75-75 DH Twin w Transom 73x111 R
Impact Resistant: No PG50.pdf
Design Pressure: +50/-50 Quality Assurance Contract Expiration Date
Other: 73x111 *Glazing complies with ASTM E 1300-04. 09/13/2021
Installation Instructions
FL5167 R25 II IN0062-R7 75-75 DH T in w Transom. df
REV. REVISIONS; 1EVISED BY DATE:
MODEL DESIGNATION: Simonton Double Hung Series 75-75 / 75-09 / 07-75 / NO P.E. SEAL REQUIRED k
07-09 / 07-10 / 07-20 Vinyl Window INSTALLATION SUPPORTED 9 UPDATED SIZES PER NEW TESTING. T.O.D. OB/28/13
BY AAMA TEST REPORTS 10 UPDATED SIZ S PER NEW TESTING. T.D.D. 01/29/14
MAXIMUM OVERALL NOMINAL SIZE: See Size Chart 2X BUCK 11 ADDED MIN.E DOE DISTANCE NOTES GJM 06/16/15
DESIGN PRESSURE RATING, See Size Chart SILICONE CAULK 12 ADDED NEW SIZE TO CHART LMH 07/10/15
13 ADDED NOTE 12 h 13—AAMA 800 LMH 08/1B/10
USABLE CONFIGURATIONS: X X SILICONE CAULK
GENERAL DESCRIPTION: The head, sill, and side jambs are extruded PVC. The wall 1/4" MAX. SHIM
thickness through which the anchor screw penetrates Is ❑
minimum of 0.070". SILICONE CAULK
1/4" MAX. SHIM
2X BU K
HEAD #8 X 2 1/2" MIN. WOO
SIZE CHART 1 SCREW WITH TO MIN.
OVERALL SIZE EMBEDMENT INTO WOO
DP RATING
WIDTH HEIGHT MIN. EDGE DIST., SEE NOTE
j Q 48' 0" q
48" 80" t25 PSF [�
53" 74" ±30 PSF L� SILICONE SILICONE CAULK JAMB
* 48' 80" CAULK r I \ JAMB
t35 PSF
52 71 SILICONE
* 53" 80" ±40 PSF CAULK
36. 63"
3 74" f50 PSF 2X BUCK
= THIS DP RATING IS VAUD ONLY FOR
W
*SERIES 07-76 DOUBLE HUNG UNITS r SILL
= v
w
a
� NOTES:
1.This Installation has been evaluated for use in locations adhering to the Florida Building Codes and where pressure requirements s determined by ASCE 7 Minimum Design
aLoads for Buildings and Other Structures do not exceed the design pressure ratings herein,for use outside the H.V.H.Z.
o_ 2.All exterior perimeter surfaces of the window must be caulked. Interior caulking is optional unless noted otherwise.
.0 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 safetl requirements rests solely with the architect,
abuilding owner,or contractor.
g 5.Shims are optional.Max.shim slack 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 ex ernal 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.Use 100%pure silicone caulk compliant with AAMA 808 Section 5-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 open)ig 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 applie .For more details visit Simonton.com.
`o 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 wlndow(s). Use a backer rod on all joints>3/4"deep and/or wider than 1/4". Finished caulk joint should be a ninimum 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.
Q DISCLOSLIRF STATEMENT SIMONTON B IN011.3 12
"W" MAX. OVERALL FRAME WIDTH This document la the property of Slmonlon windows,which S OUnenelonol Tolerances
DRAWN
lolne all proprietary and other right,to Its,ub).cl molter. Unle,e 0lh,-),a Soaclfiad I w a 'o w a
This document Is provided to the radplenl on the esprasaad 0 TEMP 1 Cochrane Avenue T.O.O. 03/02/07
CHECKED BY;DALE:
condition that It Is not to be disclosed,reproduced In whole or P..—buro,WV 26415
part•nor used In c n)unctlon with the doelgn,manufacture or Decimals Angles
repair of good.for anyone other then Simonton windows SCA SHEET: APPR D BY: DATE:
rIth.ut Its consent. This restrlctlon does not limit the A d;.03 FIT 1 of 1
-SURFACE AREA: _ _
reelplsnle hIchla to properizely
obtain Informationfrom
contained In this ,xx d; 01 0• 30 min. SERI S:
document which Is properly obtained from another source. .xxx d;.DOS 07-09/07-10/07-20 DOUBLE HUNG
ID
NISH TREATMENT; TITLE:
!FILE--IND113 2x BUCK INSTALLATION(AS TESTED)
MODEL DF51GNAnON: Slmonl Double dung Serlee 6-75/07-76/75-09/ �.�S�rND E��"rTL'o, LUCl511/7YURNER, P.E. RR aFHOIID Woes raau 9tREVISI1 AND cAllm EV15ED BY OATS
07-09 07-10 07-20 VinylWindow P:'tCEfv S. R T.O.O. oo/1O/IU
MAXIMUM OVERALL NOMINAL SIZE• C+ , 6•••'p4 FL PE pp 58201
Sae Slze Chart Lucas :� m'- TURNER ENGINEERING @ 7 a us @ la. T.". 11/00/H
Turner - Na 5tl201 P
DESIGN PRESSURERATING- Sae Slzo Chart =y. *: CONSULTNG, INC. a ADDED u ME MST.NOTE, e.As oe/1o/10
2017-11-OB f_ * o (COA y 29779)
USABLE CONFIGURATIONS, % 18:42+19:00 ..� :"=5 1239 JABARA AVE. a ADDED uu R"SD951RAies k SHEET 2 WH oa/12/17
:S STATE Of :IOC NORTH PORT. FL 34288
X '�O "' 7••'2: PH, 9FORT. FL 342 10 ADDED acouiaEl[RTS TO RZE-7. 1MH oa/12/17
57+
OFN RAI DFa RIPJjQ '�....... ��•
F - The tlaad,sill,and altla fomDa era extruded PVC.The Wall thickness ,vA'ss/ONAI-E1iGv�
through which the anchor screw penetrate.Is a minimum of 0.142'. ""ON
MIN.EDGE DIST...f�
SEE TABLE 1 I INSTAU.ATION FASTENER
SEE TABLE 1
BUBSTHERS
BY OTHERS
S91CONE CAULK MIN. EMBED.
(EXT.PERIMETER) SEE TABLE 1
B'MAX 6'MAX SEE NOTES 14 @ 15 j
SIZE CHART
OVERALL SIZE STUCEIE CAUU1
(WT.PERIMETER) L 4 \ CIRCLED SEE NOTES 14 @ is -SEE TABLE i
x WIDTH HEIGHT ANCHOR DP RATING
\ "W "H" LOCATIONS 1/4-MAX$HIM
ro REQUIRED?
48" 80' NO *25 PSF SIUCONE CAULK
5U STMTEs OS"EENOTES
ER)
48' a0' NO t35 PSF HEAD B OTHERS @ 15
v 52' 7t" NO 53• 80' YES *40 PSFHIuCIRCLED ANCHOR LOCATIONS ]fiO 1/4'MA..SHIM WSTALLARON F TENERREgUIRED FOR SOME SIZES, J8" 74' NO ±50 PSF SEE ABLE I
SEE SIZE CHART VAUD FOR 07-75 SERIES ONLY SLUECNOEEECAUU,{h IS
suc#1
NOTES 1 d&IX
15_ _ _ SFENOTES u @ 1s / wasRUTE
< BY OTHFAs MIN.ETC DIST.
SEE T LE 1 x
T SILL E' ER)
3 SEE NOTES 14 @ 15
JAM1Z
_ NOTES
1.This Instellatlon has been evaluated for use In locations adhering to the Flodda Building Code outside[tie HVHZ,and where pressure requirements as detemlin d 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 1 according to subsi ate type. A minimum center-bocenler spacing of
3'shall be maintained between all masonry fasteners In any direction,and 1'minimum center-to-center spacing for all other fasleners/substra(e.
4.Anchor embedment to substrate shall be beyond wall dressing or stucco.for masonry openings with wood bucks less than 1-1/2'thick,embedment shall be be and wood bucks.It used,and Into masonry
substrate.Wood bucks with masonry are optional.
\ —J— 5.Wood or masonry openings,bucks,and buck fasteners,by others,shall be property designed and Inst.dl d to transfer wind loads to the structure.
6.The responslblllty for selection of Simonton products to meal any applicable local laws,budding codes,ordinances,or other safely requirements rests solely will the architect,budding owner,or contractor.
7,Shims are required where gaps of greater than 1116'exlsl between opening and from..Max.shlm slack Is 114•.Shims shall be load-bearing and capable of Ire isfarrIng loads to the substrate.
a.When used In areas requiring Impact protection,this product REQUIRES the use of approved Impact resistant shutters or other external protection.
9.Sealing and Bashing by others should be applied using the ASTM E 2112 methodology appropriate for the opening Into which the product Is being installed.Ov rall water penetration resistance of the Installed
Q product Is not addressed in this drawing and is the responsibility of others.
'W MAX. OVERALL FRAME WIDTH I 10.Glazing shall comply with ASTM E 1300.
11.AB fasteners penetrating Into pressure treated wood shall be capable or preventing corrosion due to reaction with pressure treatment chemicals.Any dissimilar materials that come Into contact shad be protected to
e prevent reactions In accordance with code requirements.
12.A wind load duration factor Cd=1.6 was used for the analysis of wood screws only.
13.Products shall be constructed as specified In test reports ATI.A6989.01-501-47,ATI.C9020,01-501-47,ATI-C9025.01-50147,ATI-D2914.01-10947 and ATI-D 916.01-10947.
14.Use 100%pure stilcone caulk compliant with AAMA BOB Section 5-Sealant Specifications for use with Architectural Fenastretlon Products.Make sure surface are completely free from all old caulk,damaged
TABLE 1: INSTALLATION FASTENERS TABLE wood,wood Fibers,grease,all dirt,rust,mold or similar contaminants.Vacuum and clean opening surfaces completely.A fully primed surface is recommends,but not required.Cleaning atoll surfaces should be
ID SUBSTRATE TYPE ANCHOR TYPE MIN. EMBED MIN. EDGE done the same day of which the silicone caulk Is to applied.For more details visit Simonlon.com.
GIST NCE 15,Ceulk the
recommended air and surface temperatures at the time of application are ID be between 40 and 90 degrees F.Insure all can tact surfaces an clean and dry Including the new Wndow(s).Uses
A CONCRETE 2 KSI MIN. 3 16' ITW TAPCON 1-1/2- 1-1/8- backer rod on all joints a3/4'deep and/or wider man 1/4'.Finished caulk joint should be a minimum or 3/8'deep and make full contact with bath the new win ow and structural opening surfaces.Silicone caulk
B HOLLOW OR GROUT—FILLED CMU 3 16"ITW TAPCON 1• 2' should be forced Into joint or compressed to assure full contact on both surfaces and to expel any air pockets.
117 PCF MIN. /
C 2A MISS N. SOUTHERN PINE WOOD 3/16"ITW TAPCON 1-3/8" 7/B' A A
1 REV.
2X MI SO THER I E W00 DISCLOSURE 97ATEMENT S FINISH: ,, SIMONTONa B IN0132 10 D �10 WOOD SCREW 1-]/B" 7/B' This document.t the property of Simonton Wl.b)..t which Dimensional Tolerances DRANK BY: D
E G=0.55 lama all proprietary and dine rights Lo Its aubkct motlnr. Dnleee 0lhenrlae$ya�lllad w I " ° rr w s DRAWN
B OB/JO/07
16 GAG 0.060 MIN. STEEL 10-16 RVII TEKS FULL THREAD 1/2' Thls document Is provided to the recipient an the expressed OY h TE PER: i Cnchlo,lc Avenue
STUD. 33KSI YIELD MIN. SELF-DRILLING SCREW ondltlan that Il Is not to be disclosed,reproduced In whole or Paullsbnln,Ave
2A415 ECKEO :D
F 1 B ALUM. 60fi3-TS MIN. OR 10 CRAOE 5 SELF-TAPP NC / part,nor used In conjunction with the design,manufacture or Decimals Angles
1 8' STEEL 36 KSI MIN. DRILLING SCREW FULL THREAD 1 2' ropalr of goods for onlro other than Simonton Wlndowo SCA E: SHEET: APPR D BY: DATE:
without Ito con.enL role restriction does not limit the SURFACE AREA: .%t.D] F, 1 of 1
reclplsnt'a rights to utilize Information contained in lhla .X%t.Ol 0' 30 min. SERI S
document which Is pmp.dy obtained from another source. ISH TRFA7IAE T: .XXX t.005 7 75/07-75/75-09/07-09/07-10/07-20 DH
n
FILE:IN0132 1%BUCK INSTALLATION
:rirS"�
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BCIS Home Log In User Registration Hot Topics j Submit Surcharge Stats&Facts i Publications j FBC Staff ; BCIS Site Ma f Links Search
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00t�
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USER: Public User
dbpr
_
Product Approval Menu > Product or Application Search > Application List-! Application Detail
p � FL # ` FL5167-R25 --
Application Type ;• Revisi_oh
Code Version 2017
Application Status Approved
*Approved-tVD'BPR. Approvals by DBPR shall be revieWE d and ratified by
` the POC and/or the Commission if necessary.
Comments = =' 4 :
rl
Archived -'
Product Manufacturer >` Simonton Windows
�.,
Address/Phone/Email 3948 Townsfair Way
Columbus, OH 43219
r (614) 532-3596
Iuanne.harris@simonton.com
Authorized Signature Luanne Harris
luanne.harris@simonton.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 r�_ _.—=
''� -`=- ='Certification Mark or Listing
Certification Agency American Architectural Manufacturers Association
Validated By American Architectural Manufacturers Association
Referenced Standard and Year (of Standard) Standard Year
AAMA 450 2010
AAMA/WDMA/CSA 101/I.S.2 A440 2005
AAMA/WDMA/CSA 101/I.S.2 A440 2008
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL5167 R25 Equiv EvalReport.pdf
Product Approval Method Method 1 Option A
Date Submitted 11/15/2017
Date Validated 11/21/2017
Date Pending FBC Approval
Date Approved 11/26/2017
Date Revised 12/01/2017
Summary of Products
FL # Model, Number or Name Description
5167.1 07-09, 07-10 and 07-20 Reflections 5500, PerfeXion Platinum Vinyl Double Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL5167 R25 C CAC 07-09 DH'36x63 R50. df
Approved for use outside HVHZ: Yes FLS167 R25 C CAC 07-09 DH 3706 R PGE,S.Ddf
Impact Resistant: No FL5167 R25 C CAC 07-09 DH 37x84 R PG 0. df
Design Pressure: N/A FL5167 R25 C CAC 07-09 DH 44x63 R50. df
Other: 48x80 (+/-25 PSF), 56x84 (+/-25 PSF), 53x76 (+/-50 FL5167 R25 C CAC 07-09 DH 4701 R PG O. df
PSF), 36x63 (+/-SO PSF), 44x64 (+/-50 PSF), 47x71 (+/-50 FL5167 R25 C CAC 07-09 DH-48x80 R25.r df
PSF), 37x84 (+/-60 PSF), 3706 (+/-6S PSF) FL5167 R25 C CAC 07-09 DH 53x76 R50. df
FL5167 R25 C CAC 07-09 DH 56x84 R PG 5. df
FL5167 R2S C CAC 07-09-10-20 and 08-0 -10-20
Waiver.pdf
FL5167 R25 C CAC 07-75 waiver to 07-09 df
Quality Assurance Contract Expiration Date
04/19/2020
Installation Instructions
FL5167 R25 II IN0066-R11 07-09 07-10 0 -20 DH 1X. df
FL5167 R25 II IN0067 07-09 07-10 07-20 DH 2X. df
Verified By: American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
FL5167 R25 AE Eva1RePort-IN0O66-R11.ipdf
Created by Independent Third Party: Yes
5167.2 07-09, 07-10 and 07-20 Reflections 5500, PerfeXion Platinum Vinyl Double Hung with
Transom
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL5167 R2S C CAC 07-09 DH w Transom 3x130 R
Approved for use outside HVHZ: Yes PGSO.pdf
Impact Resistant: No FL5167 R25 C CAC 07-09-10-20 and 08-0 -10-20
Design Pressure: +50/-50 Waiver.pdf
Other: 53x130 FL5167 R25 C CAC 07-75 waiver to 07-09 df
Quality Assurance Contract Expiration D to
04/19/2020
Installation Instructions
FL5167 R25 II IN0063 07-09 07-10 07-20 DH w Transom
2X.pdf
Verified By: American Architectural Manufac urers Association
Created by Independent Third Party:
FL5167 R25 II IN0099 43-17 DH Twin 2X.pdf
Verified By: American Architectural Manufact rers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
5167.11 43-35 (Two-Step Sill) 6100 VantagePointe, Asure, PerfeXion Silver in'yl Double Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL5167 R25 C CAC 43-35 DH 36x72 R30 xt. df
Approved for use outside HVHZ: Yes FL5167 R25 C CAC 43-35 DH 44x63 R25 xt. df
Impact Resistant: No FL5167 R25 C CAC 43-35 DH 46x84 R25 xt. df
Design Pressure: N/A FL5167 R25 C CAC 43-35 DH 48x80 R35 xt. df
Other: 44x63 (+/-25 PSF), 46x84 (+/-25 PSF), 36x72 (+/-30 FL5167 R25 C CAC 43-35 DH 52x71 R35 xt. . df
PSF), 48x80 (+/-35 PSF), 5201 (+/-35 PSF) Quality Assurance-Contract Expiration Date
01/24/2021
Installation Instructions
FL5167 R25 II IN0105 43-35 DH 2X.Qdf
FL5167 R25 II IN0568-R3 43-35 DH 1X.i)df
Verified By: American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
FL5167 R25 AE EvalReport-IN0568-R3.pdf
Created by Independent Third Party: Yes
5167.12 43-35 (Two-Step Sill) and 43-50 6100 VantagePointe, Asure, PerfeXion Silver Vinyl Double Hung
(Three-Step Sill) Twin with Transom
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL5167 R25 C CAC 43-35 DH Twin w Transom 73x111 R35
Approved for use outside HVHZ: Yes ext df
Impact Resistant: No FL5167 R25 C CAC 43-50 DH AAMA 450 R 5 73x111
Design Pressure: +35/-35 (ext.).pdf
Other: 73x111 Quality Assurance Contract Expiration Date
01/24/2021
Installation Instructions
FL5167 R25 II IN0535 43-35043-50 DH Tw n with Transom
2X.pdf
Verified By: American Architectural Manufact rers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
1+r
5167.13 1 43-40 and 43-45 Reflections 5050, Reflections 5300, 6100 Van agePointe,
PerfeXion Gold Vinyl Double Hung
_Limits=of Use Certification Agency Certificate
Approved for use in HVHZ: No FL5167 R25 C CAC 43-40 DH 32x62 R50. f
• Approved for use outside HVHZ: Yes FL5167 R25 C CAC 43-40 DH 36x63 R45.D Jf
Impact Resistant: No FL5167 R25 C CAC 43-40 DH 36x72 R30. f
Design Pressure: N/A FL5167 R25 C CAC 43-40 DH 36x74 RSO.DJf
Other: 36x72 (+/-30 PSF), 52x71 (+/-35 PSF), 48x80 (+/-35 FL5167 R25 C CAC 43-40 DH 44x63 R PG45.odf
PSF), 36x63 (+/-45 PSF), 44x63 (+/-45 PSF), 32x62 (+/-50 FL5167 R25 C CAC 43-40 DH 48x80 R35. f
PSF), 36x74 (+/-50 PSF) FL5167 R25 C CAC 43-40 DH 52x71 R35.QJf
FL5167 R25 C CAC 43-45 DH 52x71 R35.oJf
FL5167 R25 C CAC 43-45 waiver to 43-40.Ddf
Quality Assurance Contract Expiration Date
09/12/2021
Installation Instructions
FL5167 R25 II IN0432b 43-40 43-45 DH 2 df
FL5167 R25 II IN0434-R5 43-40 43-45 DH 1X. df
Verified By: American Architectural Manufact rers Association
Created by Independent Third Party:
Evaluation Reports
FL5167 R25 AE EvalReport-IN0434-R5.pdf
Created by Independent Third Party: Yes
5167.14 43-50 (Three-Step Sill) 6100 VantagePointe, Asure, PerfeXion Silver Vinyl Double Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL5167 R25 C CAC 43-50 DH 32x62 R50 xt . df
Approved for use outside HVHZ: Yes FL5167 R25 C CAC 43-50 DH 36x63 R45 fte
. df
Impact Resistant: No FL5167 R25 C CAC 43-50 DH 36x74 R50 . df
Design Pressure: N/A FL5167 R25 C CAC 43-50 DH 44x63 R45 df
Other: 52x71 (+/-35 PSF), 36x63 (+/-45 PSF), 44x63 (+/-45 FL5167 R25 C CAC 43-50 DH 52x71 R35 df
PSF), 32x62 (+/-50 PSF), 36x74 (+/-50 PSF) Quality Assurance Contract Expiration D
O1/25/2021
Installation Instructions
FL5167 R25 II IN0432 43-50 DH 2X.pdf
FL5167 R25 II IN0569-R3 43-50 DH 1X. d
Verified By: American Architectural Manufact rers Association
Created by Independent Third Party:
Evaluation Reports
FL5167 R25 AE EvalReport-IN0569-R3.pdf
Created by Independent Third Party: Yes
5167.15 75-75, 75-09, 07-75, 07-09, 07-10 Reflections 5500, Generations, Impressions 9300, 6500
and 07-20 VantagePointe, PerfeXion Platinum Vinyl Double Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL5167 R25 C CAC 07-09-10-20 and 08-0 -10-20
Approved for use outside HVHZ: Yes Waiver.pdf
Impact Resistant: No FL5167 R25 C CAC 07-10 07-20 to 07-09 Waiver.pdf
Design Pressure: N/A FL5167 R25 C CAC 07-75 DH 48x80 R PG 5. df
Other: 48x80 (+/-25 PSF), 53x74 (+/-30 PSF), 48x80 (+/-35 FL5167 R25 C CAC 07-75 DH 5304 R PG30. df
FL5167 R25 C CAC 07-75 DH 53x80 R PGJ 0. df
REV. REV1 DNS: EVISED BY GATE
NO P.E. SEAL REQUIRED r
MODEL DESIGNATION: Simonton Double Hung Series 43-40 / 43-45 Vinyl Window INSTALLATION SUPPORTED 1 UPDATED SIZES PER NEW TESTING. T.O.D. 08/22/0
MAXIMUM OVERALL NOMINAL SIZE, See Size Chart BY AAMA TEST REPORTS 2 ADDED MIN.EDGE GIST NOTE 13.15. 08/17/15
3 ADDED NOTES 12 k 1 —AAMA BOD LMH 08/15/10
DESIGN PRESSURE RATING' See Size Chart
USABLE CONFIGURATIONS' X slucoNE 2x BucK
X
CAULK
GENERAL_ DESCRIPTION: The head, sill, and side Jambs are extruded PVC. The wall thickness SILICONE CAULK
through which the anchor screw 2x BU K
9 penetrates is a minimum of 0.070". 1/4" MAX. SHIM
SILICONE CAULK
1/4" MAX. SHIM
HEAD
1 #6 X 2 1/2" MIN. WOOD
SCREW WITH 1.50" MIN.
SIZE CHART EMBEDMENT INTO WOOD
MIN. EDGE DIST., SEE NOTES
OVERALL SIZE
WIDTH HEIGHT DP RATING
a \ ,.W„ „H., SILICONE CAULK
36" 72" t30 PSF
52" 71" SILICONE CAULK
t35 PSF JAMB
46" 60" SILICONE
36" 63" CAULK
t45 PSF
I— 44" 63" ZX BUCK
0 32" 62"
= 36" 74" ±50 PSF SILL
w
NOTES:
i 1.This installation has been evaluated for use in locations adhering to the Florida Building Codes and where pressure requirements as determir ad 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.
S 2.All Interior and exterior perimeter surfaces of the window must be caulked.
3.Anchors shall be as specified and spaced as shown.Anchor embedment to base material shall be beyond wall dressing or stucco and into wc od.
a 4.The responsibility for selection of Simonton products to meet any applicable local laws,building codes,ordinances,or other safety requireme its rests solely with the architect,
f building owner,or contractor.
= S.Shims are optional.Max.shim slack Is 1/4".
6.Wood bucks(by others)must be engineered and anchored properly to transfer loads to the structure.
7.Screws should be a minimum of 3/4"from the edge of the wood.
B.When used in areas requiring impact protection,this product REQUIRES the use of approved impact resistant shutters or other external prote ction.
9.Flashing should be applied using the ASTM E 2112 method appropriate for the opening Into which the window is being installed.
10 Installation screws must be at least 3/4"from the edge of the wood..
11.Glazing shall comply with ASTM E 1300.
°b 12.Use 100%pure silicone caulk compliant with AAMA 808 Section 6-Sealant Specifications for use with Architectural Fenestration Products, lake 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 ietalls 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 c)ntact surfaces are clean and dry
Q 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 or both Surfaces and to expel any air
"W" MAX. OVERALL FRAME WIDTH pockets.
Dls.t oc IR STATEMENTINO432b 3
This document Is the property of Simonton Wlndowe,which Dimensional Tolerances w o n .loin.all proprietary and they rights to Its a bl.el manor. Unles.Oth—lee Syaeifled �" w T.0.0. 09/04/09
T11Ie document I.provided to the recipient on the expressed 0 k PER; 1 Cnch une Avenue cHEC td eY;DATE:
ondltlan that It la not to be disclosed,reproduced In wholo or Penns ru,WV 26415
part,nor used In n)unatlon with the design,manufacture or Decimals Angle.
repair of good,afar nyyoona other than Simonton Wlndowa SCALE: SHEET: APPR D BY: DATE:
without Its eone..t.o ThIs re.trletion does not limit the URFACE AREA: A f.03 FIT 1 0l 1
recipient's rights to utilize Information contained In this . f.01 0' 30 min. SERIES:
document which Is properly obtained from another source. NISH TREATMENT: .x%X t.005 47-40/43-45 DOUBLE HUNG
TITLE
FILE IN0432h _ BUCK INSTALLATION(AS TESTED) '
,tlsttr ... �7 REV.
EV REVI IONS; REVISED BY: DATE:
MODEL DESIGNATION: Simonton Double Hung Series 43-40/43-45 Vinyl Window ��`OHT''oI't'> f-- UPDATED NOTES,GE E P I ,A AND
`:C'-�cEi�,rF�t 1, 11/7/2017 I CHART. T.O.D. 12J2]lUU
MAXIMUM OVERALL NOMINAL SIZE: See Size Chart ,j: In; LUCAS A. TURNER, P.E. 2 A D FD P.E. A OflE D4 s T.D.D. 02101no
No Sa201 P SASH CODE.
Lucas Turner � _ FL PE �� 58201 pOAT _S PER f TESTING AND 1 D D
2017-11-08 "� * * TURNER ENGINEERING & 3 NOTES Is&fe T.D.D. III]OrII
DESIGN PRESSURE RATING: See Size Chart :ce CONSULTING, INC.
16:42+19;QQ :,'31: STATE OF :rU� 4 ADDED0_P_A_.EDGEDIST.N TE B.J.S. OWI9/15
o u 39 A 2977 AVE. ADD D pA E 2,A uas SAND &w eoo
USABLE CONFIGURATIONS: X '.^F'•.<0Rjo"•��2: 1239 JABARA V S OTEs S&I& LMH ov0wn
X ',ss/pNA�EN00 NORTH PORT, FL 342BB
"'annntl+" PH. 941-380-1574
GENERAL DESCRIPTION: The head,sill,and side jambs are extruded PVC.The wall thickness
through which the anchor screw penetrates Is a minimum of 0.142".
1 SIZE CHART
;0 OVERALL SIZE
DP RATING
WIDTH HEIGHT
SUBSTRATE Y OTHERS
a SILICONE CAULK
36" 72' ±30 PSF SEE NOTES 15&16,
\ SHEET 2
48" 80" ±35 PSF SILICONE CAULK
52" 71" SEE NOTES 15&16,SHEET 2
36" 63° 1/4"
±45 PSF MAX.SHIM
1
p 3 44" 63"
INTERIOR 32" 621
±50 PSF
SASH 36" 74" �11 HEAD
w TRACK 1
x
MIN.EMBEDE
SEE TABLE 1,SHEET 2
w
0 SILICONE CAULK
�g5 in SUBSTRATE SEE NOTES 15&16.
2 Al/4"MAX.SHIM BY OTHERS SHEET 2
EXTERIORSASH TRACK LICONE CAULKINSTALLATION FASTENERS 'I/4"MAX.SHIM
SILICONE CAULKE NOTES 15&16 SEE TABLE 1,SHEET 2
SEE NOTES 15&16EET 2
SHEET 2
MIN.EDGE DIST.,
r SEE TABLE 1.SHEET 2
SUBSTRATES BY OTHERS
1 SILL
SILICONE CAULK
� SEE NOTES 15&16,SHEET 2
Q 1 JAMB
W.MAX.OVERALL FRAME WIDTH 3
MATERIAL' T 512E:OMWING ND.:
DISCLOSURE STATEMENT RM9 FINISfi Dltnensional Tolerencas rl/SIM ONTON" B IN0434 5
CC!!L/// DRAWN BY: DATE:
Tnd documeN Is Vta properly of Simonton Windoxs,whklt relalna all Otop4eciry UNass Otherwise Sneunad sv O " w s T,O.D, 0WIB109
and other rights to Its subject matter.This document Is provided to the recipient ALLOY&TEMP Efl; I Cecil tope Avenue CHECKED ev: DATE:
on the esptasited condition Not 1115 not to be disclosed,reprOCaced in whole or Penal OIO,WV 26415
Pori...,used In conjunction with in.OaslOn,nwnu(a4ure.,ndtWrol floods for WEIGH: VOLUME: Docintels Anglas
enyonoOn,,then Sine-WhWmde mfllow its con—n.TWstesldcyondoes SCALE: SHEET: APPRV'DBY: DATE:
not Una the reclplent's 10tdsm,LJae Wotmollon conmNed In Ws document SURFACE AREA PERIMETER: .X..03 FIT I012
wNtll is pro W properly eehedfrom another source. ,XX 2.01 0.30 m1.. SERIES:
FINISH TREATMENT: .XXX s.005 43-tO143-45 DOUBLE HUNG
TRUE:
FILE:IN0434 IX BUCK INSTALLATION
r
MODEL DESIGNATION: Simonton Double Hung Series 43-17 Vinyl Window
p5.�GEAig••v�Q 17 7 2017
LUCAS A.
MAXIMUM OVERALL NOMINAL SIZE: See Size Chart J{; ` yR'= A. j
Nu set } •.v: TURNER, P.E.
�t�• ;+ FL PE # 58201
DESIGN PRESSURE RATING: See Size Chart
:¢: TURNER ENGINEERING &
Pc• STATE F W; CONSULTING, INC.
USABLE CONFIGURATIONS: X �:O•t`•``t r. �^'�Y COA J 29779
X DNAUt•t� � NORTH9PORBARA 34E288
PH. 941-380-1574
GENERAL DESCRIPTION: The head,sill,and side jambs are extruded PVC.The wall thickness
through which the anchor screw penetrates is a minimum of 0.142".
TABLE 1: INSTALLATION FASTENERS TABLE
ID SUBSTRATE TYPE ANCHOR TYPE MIN. EMBED MIN.
ED E
A CONCRETE 2 KSI MIN. 3 16" ITW TAPCON 1-1/2" 1 i 8"
B HOLLOW OR GROUT—FILLED CMU 3/i6" ITW TAPCON
i" 2"
ASTM C90 117 PCF MIN.
C 2X MIN SOUTHERN PINE WOOD 3/16•• !TW TAPCON 1-3/8" 3/4"
G=0.55
0 2X MiN SOUTHERN PINE WOOD #10 WOOD SCREW 1-3/8" 3/4"
G=0.55
E 16 GAUGE 0.060 MIN. STEEL 10-16 RW TEKS FULL THREAD 1/2"
STUD 33KSI YIELD MIN. SELF—DRILLING SCREW
1 8 ALUM. 6063—TS MIN. OR 10 GRADE 5 SELF—TAPPING
F 1 8" STEEL 36 KSI MIN. DRILLING SCREW FULL THREAD1 j2"
NOTES:
1.This installation has been evaluated for use In locations adhering to the Florida Building Code outside the HVHZ,and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buil ings and
Other Structures do not exceed the design pressure ratings herein.
2.For anchorage requirements In various substrates see Table 1. A minimum distance of 3"shall be maintained between any two installation fasteners.
3.All Interior and exterior perimeter surfaces of the window must be caulked.
4.Anchor type,size,spacing,embedment,and edge distance shall be as specified in these drawings.
5.Anchor embedment to substrate shall be beyond wall dressing or stucco.For masonry openings with woad bucks less than 1-1/2"thick,embedment shall be beyond wood bucks,if used,and into masonry si bslrate.
Wood bucks with masonry are optional.
6,Wood or masonry openings,bucks,and buck fasteners,by others,shall be properly designed and installed to transfer wind loads to the structure.
7.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.
B.Shims are required where gaps of greater than 1/16"exist between opening and frame.Max.shim stack Is 1/4". Shims shall be load-bearing and capable of transferring loads to the substrate.
9.When used in areas requiring impact protection,this product REQUIRES the use of approved impact resistant shutters or other external protection.
10.Sealing and flashing 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 Install d product is
not addressed In this drawing and is the responsibility of others.
11.Glazing shall comply with ASTM E 1300.
12.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 be prole led to
prevent reactions In accordance with code requirements.
13.A wind load duration factor Cd=1.6 was used for the analysis of wood screws only.
14.Products shall be constructed as specified in test reports D2310.01-501-47,C3526.01-501-47 and C3522,01-501-47 by Architectural Testing,Inc-Springdale,PA and C5630.01-109-47 and C2276,01-109- 7 by
Architectural Testing,Inc-York,PA.
16.Use 100%pure silicone caulk compliant with AAMA 800 Section 1-Sealant Specifications for use with Architectural Fenestration Products. Make sure surfaces are completely free from all old caulk,clantai ad wood,
woad fibers,grease,oil din,rust,maid 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 Slmonton.com.
16,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), L se 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 sh)uId be
forced Into joint or compressed to assure full contact on both surfaces and to expel any air pockets.
MATERIAL sz:ORAWINGNO.:RMS REV,
FlNISK S MONTON' B IN0434 5
DISCLOSURE STATEMENT — Dlmen510 NTolet0nce5 DRAWN BY: GATE:
TNs dpp .,u Is rile Properly of Slmonlon Wmdawa,arnkit relams ae propdemry UNas9 Olnannsa SpaetRad LM11 030117
earl oNer dgnis to IN
subject muter.TNs davnent is proyidee to the 1"jilere ALLOY a TEMPER: !Co hlw}e Avenuc CHE ED 0Y: DATE:
on Ina eapresaed CDMWan Not 11 is not to oa discmaed,ropro4oco M whale or Peen hom,H'v 26415
purl,not u.ad In conlunC4an whh Ina OaslOn,nwnuloplura or repair al q.bd.for WEI IT: V ME: a rnala Anslap
anyone atnar man Slmomm�cameo«s wimout ps mnsan4 Tnis rasWCYon eo4s SCALE: SHEET: APPRVD BV: SATE:
nut anal ma r«Iplenrs dBnts to uusse Inlornullan eanulned In Ws document x c.03 FIT 202
.hreA is progeny obmUWd ham an......urce SURFACE AREA: (METER: SERIES:
.xX s.01 0`34 m7n.
FINISH TREATMENT: .Xxx 1.055 43 0143 6 DOUBLE HUNG
TITLE:
FlLE:IN0434 1x BUCK INSTALLATION
i;: r
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BCIS Home Log In User Registration i Hot Topics 3 Submit Surcharge Stats&Facts Publications jn FBC Staff { BCIS Site Map I Links l Search
Fdid
b dProduct Approval
° USER: Public User
e .-
Product Aporpyal Menu > Product or Application Search > Application?L st> Application Detail
O§j 'i FL # FL1844-R23. w .
Application Type Revision'
Code Version I� , 2017 ' ,`
Application Status Approved
*Approved by,.DB.PR: Approvals by DBPR shall be reviewed and ratified by
the POC,an'dor the Commission if necessary.
Comments � �-a
Archived
l j J✓�
Product Manufacturer PGT Industries
w
Address/Phone/Email 1070 Technology Drive
North Venice, FL 34275 ,
(941) 486-0100 Ext,223�:=$��"��
y_druar-..k•@.p`gtindustiiescom
Authorized Signature Jens Rosowski
jrosowski@pgtindustries.com
Technical Representative Jens Rosowski
Address/Phone/Email 1070 Technology Drive
Nokomis, FL 34275
(941) 486-0100 Ext 21140
jrosowski@pgtindustries.com
Quality Assurance Representative
� T
Address/Phone/Email
Category r. Windows
Subcategory Horizontal Slider r
f
Compliance Method ..Ger ification..M-ark o sting
-- �z�_
Certification Agency Keystone Certifications, Inc.
Validated By Steven M. Urich, PE
Validation Checklist - Hardcopy Received
Referenced Standard and Year (of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440 2011
AAMA/WDM-A/CSA 101/I.S.2/A440 2005
ASTM E-1886 2005
ASTM E-1996 2012
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 11/07/2017
Date Validated 11/08/2017
Date Pending FBC Approval
Date Approved 11/12/2017
Summary of Products
FL #' Model, Number or Name Description
L
1844.1 HR - 210 — Aluminum Horizontal Roller Window with Slip-On Nailing Fin
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL1844 R23 C CAC HR-210 Certification B.pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 01/10/2021
Design Pressure: N/A Installation Instructions
Other: Please see the Installation Instructions for design FL1844 R23 II HR-210.pdf
ressure, s nd anchorage information. Verified By: A. Lynn Miller, PE 58705
tr ' Created by Independent Third Party: No
Evaluation Reports
FL1844 R23 AE HR-210 Evaluation B.pdf
Created by Independent Third Party: No
1844.2 ;'ryi HR-5410 EnergyVue Vinyl Horizontal Roller
Limits oAv ise Certification Agency Certificate w .
Appro,ved for use in HVHZ: No FL1844 R23 C CAC Certification 5410 HR.pdf
;V Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
'Impact Resistant: No 12/11/2018
Design Pressure: N/A Installation Instructions
Other: Please see the Installation Instructions for design FL1844 R23 II. HR-5410.pdf
pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705
Created by Independent Third Party: No
Evaluation Reports
FL1844 R23 AE HR-5410 Evaluation B.odf
Created by Independent Third Party: No
1844.3 HR-5510 WinGuard Vinyl Horizontal Roller
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL1844 R23 C CAC Certification 5510 HR.pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 12/11/2018
Design Pressure: N/A Installation Instructions
Other: Please see the Installation Instructions for design FL1844 R23 II HR-5510.pdf
pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705
Created by Independent Third Party: No
Evaluation Reports
FL1844 R23 AE HR-5510 Evaluation B.pdf
Created by Independent Third Party: No
Contact Us :: 2601 Blair Stone Road,Tallahassee FL 32399 Phone: BSO-487-1824
_2 ANCHORS @ 6'MAX.O.C.IF THE WINDOW BUCK HEIGHT IS BY OR LESS.
4 ANCHORS @ 4-MAX.O.C.IF THE WINDOW BUCK HEIGHT IS OVER 63%
19"MAX.O.C.IF THE WINDOW BUCK HEIGHT IS 63"OR LESS. — MAX.BUCK WIDTH SEE TABLE 1
14"MAX.O.C.IF THE WINDOW BUCK HEIGHT IS OVER 63'. 18 94" B'
MAX.BUCK WIDTH MAX.O.C. MAX I
B.SEE SEE TABLE 1 --- MAX.BUCK WIDTH SEE TABLE 1 B,SEE 12.53' O.C.
SHEET 3 SHEET 3 MAX.O.C. I
/_- D,SEE SHEET 4
- - 4' - 1
r MAX.
i O.C. _ MAX
/ OTC"
HEIGHT
TSE / MAX.BUCK T i
HEIGHT SEE / / _ MAX.BUCK / / HEIGHT SEE /
TABLE 1 HEIGHT SEE TABLE 1
TABLE 1 -- — --I
A.SEE
A C.SEE, C A,SEE A
SHEET X I SHEEN X 0 SHEET X. O )(
1 - .� 3 i
I i 2-718" I I B
MAX. 1 f 4 D 8'MAX.
B'MAX. —. I-"— B B'MAX. MAX.O.C. 2-7/B-MAX. B"MAX. t
12-314'MAX.O.C. —�-� (-+—
ELEVATION FOR TYP.EQUAL LEG/BOX ELEVATION FOR TYP,FIN OR J-CHANNEL FRAME, ELEVATION FOR TYP.EQUAL LEG/BOX
&FLANGE FRAME XOX CONFIGURATION
8 FLANGE FRAME, XO CONFIGURATION OX&XOX SIMILAR MAX.SASH WIDTH=30.36"
XO CONFIGURATION,OX SIMILAR MAX.FIXED LITE(BUCK WIDTH-12 X SASH WIDTH])=69.2V
fi
GENERAL NOTES:SERIES 6410 NON-IMPACT RESISTANT, TABLE 1:
VINYL HORIZONTAL ROLLER Window Buck Size Configuration Rein TD:e :n:sig Pressure Certification
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE Width Height LeVe +)P (CAR)Number
REQUIREMENTS OF THE FLORIDA BUILDING CODE. 75" 54" XO/OX Rl 50.0 50.0 190-1044
2)ALL WOOD BUCKS LESS THAN 1-112-THICK ARE TO BE CONSIDERED IX 75" 54" XO/OX R2 65.0 70.0 190-1043
INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED
DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-112"THICK 75" 63" XO/OX R3 50.0 50.0 190-1042
OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO
PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND 75" 72" XO/OX R4 65.0 70.0 190-1041 1
INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR 120" 63" XOX(114-1/2-1/d)
ARCHITECT OF RECORD,(AOR). R3 50.0 50.0 190-1045
3)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL 92" 63" XOX(1/3-1/3-1/3) _ +
DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT. 120" 63" XOX(1/4-1/2-1/4) ?
INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALING/FLASHING I R4 65.0 70.0 190-1073
STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY 92" 63" XOX(1/3-1/3-1/3) `
OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS.
4)MAX.1/4'SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE +`Y(1);
PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF '+ .•• �'.'',�
TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE `V�•'; I %E ` i
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE
WINDOW.
VINYL HR WINDOW FPA(NON-IMPACT) 12/13/14
5)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE o -
WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE JROSOWSKI
GENERAL NOTES&ELEVATIONS Am �• / (� �S ~'.1-
33-113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS o" e 6�,_:IOC
PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION ® - -$ `";. i`.0 * '
OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER rc �C� •:;I-;;;.•• .;�
DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA CERT.OF AUTH.p2B296 -
BUILDINGCODEFORCORROSIONRESISTANCE. rv_ ;:';,,�I,./�.:�;1`+ +,'•'
1070 TECHNOLOGY DRIVE � 4g I:,,III,•
N.VENICE,FL 34275 "
° A LYNN MILLER,P.E.p
(941)-480-1600 HR-5410 NTS 1 OF 4 o z FPA-5410.0 a z° 58 05 P E
_ i
TABLE 2:ANCHORS INSTALLED THROUGH FRAME TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN
Anchor Substrate Min.Edge Min.Embedment Anchor Substrate Min.Edge Min. }�
Distance Distance Embedment 11ir=(fl j
#10 SMS P.T.Southem Pine(SG=0.55) 116" 1318" 2-1/2'x.131'Common Nail
(steel,I"S.S. Steel,A36 3/8" 0.050" Max.DP of 50.0 P.T.SouthernPine(SG=.55) 9t16" 2-7116" REINFORCENT TYPE A
i
• or 410 S.S.) Steel Stud,A853 Gr.33 3/8" 0.0346"(20 Ga.) 2•112"x.131"Wng-shank Nail P.T.Southern Pine(SG=.55) 9l16" 2.7/16" I
Max.DP of 50.0 Aluminum 6063-T5 3/8" 0.0713" 14 Ga. 2-112"x.145"Roofing Nail P.T.Southern Pine(SG=.55) 9/16" 2-7116"
#12 SMS P.T.Southern Pine(SG=0.55) 0/16" 13/8" P.T.Southern Pine(SG=.55) 3/4" 1-3/81, i
(steel,
Steel,A36 3/8" 0.050' #10 SMS
Steal Stud,A853 Gr.33 318" 0.0346"(20 Ga.) (steel,1841 S.S.
Aluminum,6063-TS 3/8' 0.0713"(14 Ga.)
or 4100 S S..S.}S.S.
Aluminum,$063 T5 318" 0-0713"{1 or 410 S-S.} Steel Stud,Gr.33 3/8" 0.0346"(20 Ga.) REINFORCENT TYPE B
4
3116"Ullracon P.T.Southern Pine(SG=0.55) 7116" 13/8°Ga. Steel,A36 aw, 0.050"
(steel) Concrete(min.2.85 ksi) 1" 130'
Max.DP of 50.0 Un muted CMU,(ASTM C-90) 2-1/2" 1-1/4" ANCHOR NOTES:
P.T.Southern Pine(SG-0.55) V 1318" TABLE 4:REINFORCEMENT TYPES
1/4"Ultracon Concrete(min.2.85 ksi) 1" 1-314" 1)"UNGROUTED CMU"VALUES MAY
BE USED FOR GROUTED CMU Relnforrxment i
(steel) Ungmuted CMU,(ASTM C-90) 2-1/2" 1-114" APPLICATIONS. REINFORCENT TYPE C
Concrete(min.285 ks 2-1/7' 1-3/4" Level Vent Meeting
P.T.Southern Pine(SG-0.55) V 13/6" 2)PANHEAD,FLATHEAD OR (4 sides) Rail
1/4"Crete-Flex Concrete(min.3.35 ksl) V 1-3/4" HEXHEAD ARE ACCEPTABLE. RI A D p
(410 S.S-) Ungmuted CMU,(ASTM C-90) 2-1/7' 1-1/4" 3)ANCHOR LENGTH TO BE SO THAT R2 A E )('j,
Concrete min.3.35 ksi 2-1/7' 1-3/4" 1 A MIN.OF 3 THREADS EXTEND R3 B E
Concrete min.3.275 ksl 1-1/T 13/8" BEYOND THE METAL SUBSTRATE,1!4"Aggre Gator P.T.Southern Pine(SG-0.55) R4 C F REINFORCENT TYPE D
(18 8 S.S.) Un muted CMU, ASTM G80 7' 1-1/4"
3/4"NOM. �— ••-�^� 314"NOM. 718'NOM. 7/8"NOM.
REINFORCENT TYPE E �
1/8"ANNEALED OR 3/16"ANNEALED OR_
,TEMPERED GLASS TEMPERED GLASS 5/16"A/A PVB 5116"A/A PUB f
1J2"AIR SPACE 3/8"AIR SPACE 7116"AIR SPACE 3/8"AIR SPACE
"ANNEALED OR 1/8'ANNEALED OR 3/16"ANNEALED OR
TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS
1/8"ANNEALED OR L 3/16
REINFORCENT TYPE F j
DURASEAL, DURASE:AL, DURASEAL, DURASEAL,
SUPERSPACER SUPERSPACER SUPERSPACER SUPERSPACER
OR CARDINAL OR CARDINAL OR CARDINAL OR CARDINAL
XL EDGE XL EDGE XL EDGE XL EDGE
GLAZING TYPES
3E-7700 OR
DOW-791 PVB INTERLAYER MANUFACTURED BY DUPONT INC.(AKA KURARAY AMERICA,INC.) I
SILICONE i
1/2"NOM.GLASS VINYL HR WINDOW FPA(NON-IMPACT) $ 12t13/14 _
EXTERIOR a BITE TYP. c _ �• r
o GLASS/ANCHOR OPTIONS 21tj J ROSOWSKI 6 (o IS
CERT.OF AUTH.#29296 'r ¢& •' •�;;;•���``
TYP. GLAZING DETAIL 1070 TECHNOLOGY DRIVE a
N.VEENICE,FL 34275 _ ao
A.LYNN MILLER.P.E.
(941)-480-1600 v HR-5410 NTS N 2 OF 4 g z° FPA-5410.0 z° P.E.a 5e705
• 1
I
I-- EMBEDMENT
EDGE
J-CHANNEL DISTANCE
FRAME SHOWN
—-------- SASH WIDTH
EDGE DISTANCE
oo� OPERABLE
INSTALLATION SASH
THROUGH THE
INTEGRAL FIN, 0
INTO ME 31 EMBEDMENT
FIXED
LITE
FIXED
LITE
0
J-CHANN FRAMEEL OD ----� �.� CIO ���0 INTEGF INRAL
SHOWN EXTERIOR FRAME
15 SHOWN
3HT EXTERIOR SUCK WIDTH
OPERABLE HORIZONTAL SECTION C-C(XO)
SASH (OX&XOX SIMILAR)
INSTALLATION NOTES:
1)SEE SHEET I FOR SPACING REQUIREMENTS.
2)SEE TABLES)ON SHEET 2 FOR ANCHORAGE AND
SUBSTRATE REQUIREMENTS.
O _ 3)MAX.SHIM THICKNESS TO BE 114-.
FIXED 4)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES
LITE ONLY AND MAY DIFFER TO MEET DESIGN
REQUIREMENTS,
5)FIN AND/OR FLANGE MAY BE REMOVED TO CREATE
OTHER FRAME TYPES.
FIN
FRAME!
SHOWN �llEXTERIOR
INTEGRAL
FIN INSTALLATION THROUGH -T;.•_1�I I
THE FRAME,INTO METAL
FRAME EDGE DISTANCE
SHOWN (JAMS SHOWN,HEAD&
SILL SIMILAR)
EMBEDMENT
VINYL HR WINDOW FPA(NON-IMPACT) 12/13/14
Z
J-CHANNEL EL&INTEGRAL FIN FRAMES J ROSOWSKI
VERTICAL SECTION D-D *15;
0
CERT.OF AUTH.#29296 !E
1070 TECHNOL
OGY DRIVE
N.VENICE,FL.34275 "'ro
'I NTS 4 OF 4 1XV1 FPA-5410.0
(941)-480-1600 HR A.lYpNNM
-5410 E. .11ER I.E.
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BCIS Home Log In User Registration Hot Topics ! Submit Surcharge Stats &Facts I Publications I FBC Staff I BCIS Site Map 1 Links Search
"( pr
1r al?r.duct Approval
USER: Public User v'
Product Approval Menu > Product or Application Search > Application"List > A PP.
lisation Detail
ZO
FL # FL15534-R4
Application Type �/ Revision
Code Version 1 2017
Application Status Approved
Comments
Archived
Product Manufacturer Simonton Windows
Address/Phone/Email 3948 Townsfair Way
' Columbus, OH 43219
(614) 532-3596
luanne.harrls@simonton.com
Authorized Signature Luanne Harris
luanne.harris@simonton.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
__webmas,ter.@:&a anet.org
Category Windows
Subcategory Mullions
Compliance Method E<valuation Report from a Florida Registered Architect or 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.
Quality Assurance Contract Expiration Date 12/31/2020
Validated By Scott Wolters, PE
Validation Checklist - Hardcopy Received
Certificate of Independence FL15534 R4 COI EvalReport-RM0051r7.pdf
Referenced Standard and Year (of Standard) Standard Year
TAS 201 / 202 / 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL15534 R4 Equiv SimEx-PVC-Equivalency.pdf
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 10/12/2017
Y .
4
Date Validated 10/19/2017
Date Pending FBC Approval 10/22/2017
Date Approved 12/12/2017
Summary of Products
FL # Model, Number or Name Description
15534.1 20634 Aluminum with VPI-436 Vinyl Stormbreaker Plus 300VL Vinyl Mullions with Jledium
Mullion Cover Aluminum Reinforcement (HVHZ)
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL15534 R4 II RM0052HVHZr4.pdf
A_proved for use outside HVHZ: Yes Verified By: Lucas A. Turner PE #58201
rrrpa'et Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: +50/-50 Evaluation Reports
�✓ Other: Missile Impact Rating: Large FL15534 R4 AE EvalRe ort-RM00S2HVHZr df
Created by Independent Third Party: Yes
15534.2 16991 Aluminum with VPI-354 Vinyl Stormbreaker Plus 300VL Vinyl Mullions with Large Aluminum
Mullion Cover Reinforcement (HVHZ)
Limitstof Use Installation Instructions
/approved for use in HVHZ: Yes FL15534 R4 II RMDOS1r7.odf
- 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 R4 AE EvalReport-RM0051r7.Ddf
Missile Impact Rating: Large Created by Independent Third Party: Yes
15534.3 20634 Aluminum with VPI-436 Vinyl Stormbreaker Plus 300VL Vinyl Mullions with Aedium
Mullion Cover Aluminum Reinforcement (Non-HVHZ)
Limits of Use Installation'Instructions
Approved for use in HVHZ: No FL15534 R4 II RM0052r5.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 R4 AE EvalReport-RM0052r5.Ddf
Missile Impact Rating: Large Created by Independent Third Party: Yes
;mz�l e:ld f7-ie_,
Contact Us :: 2601 Blair Stone Road,Tallahassee FL 32399 Phone: 850-487-1824
5r
REV. REMS1 S: REVISED BY DATE
M
�S[MONTON 3 UPDATED DRAWINGS TO 2010 FBC C.P. 01-24-12
1 COCHRANE AVE. PENNSBORO, WV 25415 PH. 4 UPDATED OP CHARTS P R NEW TESTING LT. 04-26-12
800-426-2249 5 G T UffrtRARr?fIFIZW .D.D. 06/20/12
STORMBREAKER PLUS 300VL SERIES B UPDATED DRAWINGS TO 51M ED.(2014)FBC LT. 01-24 lz
EXTRUDED IMPACT RESISTANT VINYL 7 LMH lO/C3/2017
MULLIONS WITH LARGE ALUMINUM
REINFORCEMENT HVHZ
GENERAL NOTES:
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
TO COMPLY WITH THE 6TH EDITION(2017)FLORIDA BUILDING CODE
REQUIREMENTS INCLUDING HVHZ.
2.THIS MULLION IS ONLY VALID WHEN USED IN CONJUNCTION WITH
APPLICABLE WINDOW SYSTEMS. 4,491'
3.ALL WINDOWS USED WITH THIS MULLION SHALL BE QUALIFIED 0.626' I �4.150•
UNDER SEPARATE APPROVAL. ALL GLAZING PRODUCTS USED WITH 3.239' —F 3.600" I
THESE MULLIONS MUST MEET THE APPLICABLE FLORIDA BUILDING
CODE REQUIREMENTS. m
4.ADEQUACY OF EXISTING STRUCTURAL CONCRETE/MASONRY,2X ) —I_ —r
AND STEEL STUD FRAMING AS A.MAIN WIND FORCE RESISTING c 0.275• d'
SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED o
'PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF LARGE MULLION ENFORCEMENT 1 991
THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT RETROFIT FRAME MULLION
INSTALLATION. Q LARGE VINYL MULLION COVER #VPI - 354 (MP0232) ALUMINUM 6063-T6
5.2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO EXTRUDED VINYL .070" MIN.
PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK
DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT 1 MULLION COVER
INSTALLATION, 1 MULLIO COVER
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 0 0 ❑ 0
ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE
WITH THIS DOCUMENT.
7.THIS PRODUCT DOES NOT REQUIRE AN EXTERNAL IMPACT o O o #10 X 1 1/8" SELF 10 X 1 1/8" SELF
PROTECTIVE SYSTEM IN WINDBORNE DEBRIS REGIONS,AND IS TAPPING SCREWS SPACED TAPPING SCREWS SPACED
APPROVED FOR USE IN WIND ZONE 4. PER APPLICABLE WINDOW PER APPLICABLE WINDOW
PRODUCT APPROVAL f—I PRODUCT APPROVAL
#10 X 1 1/8" SELF #10 X 1 1/8" SELF LJ
TAPPING SCREWS SPACED TAPPING SCREWS SPACED
PARTS DST PER APPLICABLE WINDOW PER APPLICABLE WINDOW
NUMBER DESCRIPTION PART NO MATERIAL PRODUCT APPROVAL 2 MULLION PRODUCT APPROVAL 2 MU LION REINFORCEMENT
1 LARGE MULLION COVER VPI-354 (MP0232) PVC REINFORCEMENT
2 LARGE MULLION REINFORCEMENT 1 16991 6063-76
3 BASE PLATE STEEL DOUBLE HUNG HORIZONTAL CROSS SECTION PICTURE FIXED HORIZONTAL CROSS SECTION ,
4 MUWON L-BRACKET STAINLESS STEEL �o54�NOREtryfftf����
r , r
0QS.��G E IJ SF�'Pti.✓ ZE:OR AWING NO.: REV.
TABLE OF CONTENTS . to, SI QONTON' DR RM0051 7
Lucas Nu 58201
PAGE NO DESCRIPTION 1 L'ucL uuu Avuouu 'CLS 12 10/08
Turner y*� ;*-�, CHECKED BY:DATE:
1 GENERAL NOTES, PARTS LIST AND CROSS SECTIONS *' Pc"sU m,WV 26415 OTE; 12
2017-10-04 ;ro=
2 E A 0 AND DESIGN PRESSURE CHARTS ^53 STATE OF W 10 04 2017 SCALE: SHEET: APPR D BY: DATE:
08:27+20:00 :O . tu; FIT 1 of 3 J.L
3 MUWON DETAILS&SILLCROSS SECTIONS I Al r;•� LUCAS A. TURNER, P.E. FL PE#58201 SERIES:
�•�QS• O ft 1 a. �`, TURNER ENGINEERING k CONSULTING,INC. S ORMBREAKER PLUS 3DOVL MULLION
FBPE C.O.A. #29779 Ph. 941-3BD-1574 nTLL;
Yt�f QNp+1- T1�T' 1239 JABARA AVE. NORTH PORT, FL 342,88 G ERAL NOTES&CROSS SECTIONS
r
REV. REVIS DNS: REVISED BY OATS
�,�./� A�
SIMONTON 3 UPDATED DRAWINGS TO 2010 FED C.P. 01-24-12
1 COCHRANE AVE. PENNSBORO, WV 25415 PH. a UPDATED DP CHARTS I ER NEW TESTING LT. 04-26-12
800-426-2249 6 P A G R C T.D.D. 06/20/12
STORMBREAKER PLUS 300VL SERIES 6 UPDATED DRAWINGS TC STH ED.(2014)FBC LT. 01-24-12
EXTRUDED IMPACT RESISTANT VINYL 7SHEET 2 LMH 10/03/2017
MULLIONS WITH LARGE ALUMINUM
REINFORCEMENT HVHZ
DESIGN PRESSURE CHART FOR MULLING
UNITS IN PSF, MULLION #16991
106•MAX.OVERALL WOTH I1xGvk1kI1IU11it WiCITh
24 28 30 32 34 35 36 37 39 40 44 47 46 50
F
ARTFOR I SEE CHART FOR 26 6 na 1 �! (I.i�Ai'C��ZRw�.'u}. i... �•7P, . „'10 ° :1'.�.D'g. "(.`i(.D 4'.� O .M k(I'. T. b ' PD , �I ,NIT WIDTH SINGLE UNIT WIDTH 36 ('.R!, D 1000al M.n7. w .. `:'Q ` '7 ',Q 0J41-1 W79AO WOM6D
42 WiWQIW,' rn"a k as 'IN""
D
52 �u.�70:{__YY��114 kk4 tt�`o! ifi :gug `'Il 7417Xke 70 ; (1 1�h
56 11$,7 JQJ'i YZ W HMk vT ,a. ii�7D It 4l. �Q�IN� D 170 ,�. 91' Y�v 4he
5 fi t6x 111, :k'o b,t ,� i i...i n 9n, rt xa n: uR:• a xa - a fi.4 i
fio k 7.R s s D3 ?J" fQiTB 634 . i"'6q 3
p 62 +'•fl0""v W1(k670: Lr 1aT.ia.q1 I�'07,.70"t,J'4 rtl;w� ' a" F,'a,4 3 7D �S5" Gs. ft 651 tv ;Aft
Ate:.5 4 rt
63 nY'",'0 L'CK Ia l;2rfiSf.3`#i t!,t l,'nd;:::4'.7a it ?§3:{.'('7D,;libt °L9�"7nY��!!... 7 ((AfAs`' 66 hwk.:.Se.wwl31�N"oo-kia? " .0 .�.;'40" L S=;,,4Vka
3 S 65 Ud(ii(1.1 .3,a'u`!uSP£�IFi.fl iix "4Sf6il i1""�i'et9 S i't' S" '.63 "'uft rIM.'+3''''. .D.WI '`I "'Mk"-:f$'td?;.0-- .'r
6T i`d �,i5 {,a§ ,`i'!?, 0 '6S!°' 4"6../dx',a 6b; DO. ,:Y,�4D I 6, .,A7 51,17 l:5 aF Ga!k,S:ts;9Aiz' ;60 e
c' Ss aI1tiL. 9 « 'ii2PF&u.Gka�153G' 6SJt6P' t rt k0. 49 aSS u3ikke r1>" P.Sa'3I' Sn'a 't. a'iSQu:-" "iSa i
® ® b a To #5S k7 �a d74 .y� E-A (!fi�Exy 69 a bP� . �A4�v. b4, �:•.Sgt Z5153'a s $D"?;?
3 5 71 'a'aV70a a' a S a� G4.a L '0v ! b ,; ~hs � v" �v D°
Q SAti :' Ste,' t353' S6QS a'L ?..wLt% `b9as u
72 Y1" q r7fl it %R ;. ; x uxc O ° 5n 'n' z',:.;; 5 Y
2 4 _ kSl4 P' ':�!" s r_E:Q37 x 3 7 '<•.50. i.33k93m"
74 lk .it' Ial S)tr I Gi• rsa' c a f" n,; .;y,
G S#4Si u 35 >C .';53. "rt S! .i<kt^S4,(,,�';,W'.7, }30�. F I'll i
76 i. I�CSk;S'S ;' k4a�1',aS3a°$#:a3'u:wS }'i;.3:1i4..^ r`SO.erTDa;i: «:tiISD.?; it 7 R
7s �e lQ,ik e>c144 e KdS 1l k_8 'e a 3i<P =t Y:344 S
so S I qfi� 1�5<�a'Z"5°N-":<,�i s s ;r5o'.t::? 7aa=: .H:53Cua L. U J;
32 5l;.6. -141 1'i40' Nu:sb 3;a :':?';.r,:,3-5041ae
84 i"x,9It >tk5: is kkema` ^Sa>> :i.1dQ;'u ;C). R #6
pore:pr rho HVHZ)asions,n nliuinunn 0J'DP SO is requ irad;all DPr leas rhan this are-in dicared in red
NOTE:
The pressure charts show the design pressures for
the selected mullion span and panel width for THE LOWER OF THE WINDOW DESIGN PRESSURE (SEE SEPARATE APPROVAL)
achieving bending capacity, deflection and OR MULLION DESIGN PRESSURE SHALL APPLY TO THE ENTIRE ASSEMBLY.
concentrated load limits specified in the Florida
Building Code, 6th Ed. (2017) edition.
`���bNLyDRE4y r�G��
Adhere to fastening instructions provided in this P :AGENs,•_P
document to achieve the tabulated design �:��; ti F •:?,,;
pressures. =-i; No 58201 -D
DIRECTIONS: -P STATE OF ;'r4I: SIZE DRANINC NO.: RE.
SI ONTON' a RM0051 17
Select,the module width and mullion span from ,° "T�Op1ph: GLS 12/18 OB
the
essurechart
fo� thedetermine
product.the
Whenallow
able
el design
are 1E;�G`�� P-a b n,VV26415 b Aw CHECKED BY:DATE
p p p 10 04 2017 SCALE: SHEET: APPR D BY: DATE:
not equal On both sizes of the mullion, use the LUCAS A. TURNER,P.E. FL PE 658201 SERIES FIT 2 of 3 J.L 04-26-12
TURNER ENGINEERING k CONSULTING, INC. S RMBREARER PLUS 300VL MULLON
larger of the panel widths from the chart. FBPE C.O.A. #29779 Ph. 941-380-1574 717�:
1239 JABARA AVE, NORTH PORT, FL 34288 EUENATION AND DESIGN PRESSURE CHARTS
REV. REVISIONS: REVISED
OBY' DATE:
S I1vto To
� I • o o M (2 ALUMINUM MULL 1 EXTRUDED VINYL 1 UPDATED DRAWINGS T 2010 FBC C.P. 01-24-12
1 COCHRANE AVE. PENNSBORO, WV 26415 PH. REINFORCEMENT / _MULLION COVER 4 UPDATED DP CHARTS PER NEW TESTING LT. 04-26-12
800-426-2249 S C T.D.D. 06/20/12
STORMBREAKER PLUS 300VL SERIES 6 UPDATED DRAWINGS TO 5TH ED.(2014)FBC LT. 01-24-12
EXTRUDED IMPACT RESISTANT VINYL I 7 SHEET 2 LMH 10/03/2017
MULLIONS WITH LARGE ALUMINUM `•.
REINFORCEMENT HVHZ) .
`•.� Q L-BRACKET (D ALUMINUM 11 EXTRUDED VINYL
e.02 Q3 BASE PLATE .. MULL MULLION COVER
D.53- -. _ _. - REINFORCEMENT
T
I DETAIL A ®L-BRACKET
SEE NOTES BELOW AND
�—,9,--I MANUFACTURER'S
ATTACHMENT INSTRUCTIONS
�4.512• FOR ATTACHING REINFORCED
MULLIONS TO WINDOW UNITS
1 0.75 1Q LARGE
FOUR (4) 0.2500 MULLION COVER
HOLES 0.76
-tu
Q3 REINFORCEMENT BASE PLATE DETAIL 3 BASE PLATE L-BRACKET IS ATTACHED
.060" MIN. STEEL ®MULLION ® TO VINYL MULL COVER &
_ MULL REINFORCEMENT
210 TWO (2) 0.2590 HOLES L-BRACKET TWO CONC/MASONRY ANCHORS, �—ORUSING
BARREOL NUTS, 2TON
SEE ANCHOR NOTE 3 - _ EACH L-BRACKET REFER
( ,'i11s11111rIJJ� TO TABLE 1
1n, ® .. •• EMBEDMENT, ``.� F�ptaRE4y r,•��
® � •. p.. . SEE NOTE 3 q.S_�;cEi,�SFG•p'Gmm�'.
fJ° 59201 •.�i~�
�-°.so VERTICAL SECTION ® SILL 0: = PAK-WIK SPACER 1" X
MASONRY APPLICATION :9?, SPATE oP ?W 1/2" X 1/4" THK. MAX.
1Q10
�)M111_LION L-BRACKET MULLION COVER LARGE (SUBSTRATES BY OTHERS) % �5,<ap,ph�\a.� (4) REQ. (2) AT TOP
.076" MIN. STAINLESS STEEL joNA�EN���� AND (2) AT BOTTOM
ANCHOR NOTES: ®MULLION
3 BASE PLATE
1) To achieve the required design pressures,
L-BRACKET Q3 BASE PLATE
adhere to the fastener requirements below. o ®L-BRACKET
2) INSTALLATION TO WOOD (G=0.42 MIN): FOUR #10 SCREWS
Four (4) #10 wood screws for each base plate SEE NOTES BELOW AND
with min. 1-1/2" embedment and min. 7/8" wood 7 —� MANUFACTURER'S ATTACHMENT e
edge distance. 1.5" MIN. INSTRUCTIONS FOR ATTACHING
3) INSTALLATION TO CONCRETE/MASONRY: EMBEDMENT REINFORCED MULLIONS TO
WINDOW UNITS ASSEMBLED MULL AND A A VIFW
Two (2) screws for each base plate in outermost VERTICAL SECTION @ SILL
holes. In grout-filled CMU block (ASTM C-90 WOOD APPLICATION SiZ
DRAWING O.: REV.
Compliant) use 1/4" Elco Ultracons with 1 3/8" (SUBSTRATES BY OTHERS) SI ON TON" B RMOO51 7
min. embed. to block and 1" min. edge dist. �Z 1. 9.��,°11 w r as 12 16 06
with min. 1-1/4" embedment. In Solid concrete TABLE 1 (MULLION ATTACHING HARDWARE) Penis 0..WV 26115 CHECRm BY:DATE:
(2.85 ksi min.) use 3/16" ITW Topcons Or 1/4" RIVET 5/16" DIA. STEEL RIVET WITH A GRIP LENGTH OF .50 MAX. 10 04 2017 5CALE: SHEET: APPR D BY: DATE:
10-44 OR #10-32 STAINLESS STEEL BARREL NUT, LUCAS A. TURNER, P.E. FL PE#58201 FIT 3 of 3 J.L 04-26-12
Elco Ultracons With 1 3/4" min. embed to BARREL NUT 15 16 O.D. X .25" TURNER ENGINEERING &CONSULTING,INC.
LG WITH .125 MIN ENGAGEMENT 5ER1Es:
TORMBREANER PLUS JOOVL MULLION
concrete, and 1 1 8' min. edge dlSt. FBPE C.O.A. #29779 Ph. 941-380-1574 7111F:
1239 JABARA AVE, NORTH PORT. FL 342B6 Mu ION DETAILS AND SILL CROSS SECTIONS
Home Improvement Agreement: Page 1
Home Depot License Number(s): Visit www.homedepot.com/c/SV�-HS-Contractor_License-Numbers for latest license info
FL: EC0001440, CGC1514813, CRC046858, CAC1813767, CFC1426021, CFC1427642, 22640, CAC 1318831,
CCC1331113, CCC1331130
Salesperson Name: jDavid Wilson Registration No. (if applicable):
Home Depot U.S.A.,-Inc. ("Home Depot") or service provider named below ("Service Provide will
furnish, install or service the equipment listed below at the price, terms and conditions as-outlined on
this form.
JHAYDEN i FAGGIE r--a-mpa i1-671IFN3 I -
Customer Last Name Customer First Name Store#I Branch Name Lead/Customer Order#
138901 1st ave Fe-Thyrhills F7777 13 542 1
Customer Address City State Zip
1(813) 782-7602 lmaggiefl57@aol.com
Home Phone# Work Phone# Cell Phone# Customer Email Address
NOTICE OF RIGHT TO CANCEL: YOU MAY CANCEL THIS AGREEMENT WITHOUT PENALTY OR
OBLIGATION BY DELIVERING WRITTEN NOTICE TO HOME DEPOT AT HOME DEPOT USA INC.,
2455 PACES FERRY ROAD, BLDG. B-3, ATLANTA, GEORGIA 30339 or EMAIL
F�_ e Home Depot I (LO Icustomercancellationsouth@homedepot.com
BY MIDNIGHT ON THE THIRD BUSINESS DAY AFTER SIGNING, UNLESS THE STATE
SUPPLEMENT PROVIDES A DIFFERENT-CANCELLATION--PERIOD. THE STATE SUPPLEMENT
CONTAINS A FORM TO USE IF ONE IS SPECIFICALLY PRESCRIBED BY LAW IN YOUR STATE.
YOUR PAYMENTS WILL BE RETURNED WITHIN TEN (10) BUSINESS DAYS AFTER HOME
DEPOT'S RECEIPT OF YOUR NOTICE. YOU MUST MAKE AVAILABLE FOR PICKUP BY HOME
DEPOT OR SERVICE PROVIDER, AT YOUR SERVICE ADDRESS, AND IN SUBSTANTIALLY THE
SAME CONDITION AS WHEN DELIVERED, ANY MERCHANDISE OR MATERIALS DELIVERED
TO YOU. OR YOU MAY CONTACT HOME DEPOT FOR INSTRUCTIONS REGARDING RETURN
SHIPMENT AT HOME DEPOT'S EXPENSE.
THE LAW REQUIRES THAT HOME DEPOT GIVE YOU A NOTICE EXPLAINING YOUR RIGHT TO
CANCEL. PLEASE SIGN BELOW TO ACKNOWLEDGE THAT YOU HAVE BEEN GIVEN ORAL AND
WRITTEN NOTICE OF YOUR RIGHT TO CjNCEL.
Acknowledged by: I --migt- 1106/2 2018
Cusbqme�' ignature Date
Contract Price and Payment Schedule : 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: 110835.80 1 Includes all applicable taxes. Excludes finance charges.*
Sales Tax: 10.00 1(if applicable)
*Maximum deposit ONLY applicable in MD, MA, ME(33%), NJ, W1(99°1)
Dep. 25.0 % Deposit Amount 12708-95 Remaining Contract Balance 18126.85
The Home Depot-2455 Paces Ferry Road,N.W.Bldg.B-3,Atlanta,Georgia 30339-Customer Care:1-800-466-3337
Customer Agreement(C.E,I)(31 Jan.18) v 50.12
Home Improvement Agreement: Page 2
* Finance Charges : 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.
Insurance proceeds will will not V be used to pay some or all of the total amount of sale.
Description of Work to be Performed : A detailed description of the work to be performed is included
in the paragraph entitled Scope of Work or Specification which is included in this Agreement.
Anticipated Delivery Date/Installation Schedule
Approximate Start Date: 08/22/2018 Approximate Finish Date: 09/19/2018
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.
Electronic Records Authorization : 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.
By 'n'tialing this paragraph, I consent to receive-only electronic records related to this transaction. -
Initial
Acceptance and Authorization : 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: (1) 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; and (iii) all rights and interests under this Agreement
are solely vested in the person listed as "Customer" above.
X 06/27/2018 The Home Depot
C tom Signature Date Service Provider Name
X 06/27/2018 19208 Florida Palm Drive
Co-Signer (if applicable) Date Service Provider Address
X F 06/27/2018 Tampa FL 33619
Signature On Behalf of Home Depot Date City State Zip
MVendor/Service Provider Phone# Service Provider License Number
The Home Depot-2455 Paces Ferry Road, N.W.Bldg. B-3,Atlanta, Georgia 30339-Customer Care:1-800-466-3337
Customer Agreement(C.E,I)(31 Jan.18) v 50.1.2
Me
Home Improvement Agreement: Page 1
Home Depot License Number(s): Visit www.homddepot.com/c/SV-HS.-Contractor�-License-Numbers for latest license info
FL: EC0001440, CGC1514813, CRC046858, CAC1813767, CFC1426021, CFC1427642, 22640, CAC 1818831,
CCC1331113, CCC1331130
Salesperson Name: David Wilson Registration No. (if applicable):
Home Depot U.S.A., Inc. ("Home Depot") or service provider named below ("Service Provider") will
furnish, install or service the equipment listed below at the price, terms and conditions as outlined on
this form.
IHAYDEN --I FMAGGIE 1Tampa F--67JWKS3
Customer Last Name Customer First Name Store#/Branch Name Lead/Customer Order#
138901 First Ave Fep—hyrhills 1 F 133542 1
Customer Address City State Zip
1(813) 782-7602 maggiefl57@aol.com
Home Phone# Work Phone# Cell Phone# Customer Email Address
NOTICE OF RIGHT TO CANCEL: YOU MAY CANCEL THIS AGREEMENT WITHOUT PENALTY OR
OBLIGATION BY DELIVERING.WRITTEN NOTICE TO HOME DEPOT AT HOME DEPOT USA INC., ,
2455 PACES FERRY ROAD, BLDG. B-3, ATLANTA, GEORGIA 30339 or EMAIL
F�e—Home Depot I @_0 icustomercancellationsouth@hombdepot.com
BY MIDNIGHT ON THE THIRD BUSINESS DAY AFTER SIGNING, UNLESS THE STATE
SUPPLEMENT PROVIDES A DIFFERENT CANCELLATION PERIOD. THE STATE-SUPPLEMENT
CONTAINS A FORM TO USE IF ONE IS SPECIFICALLY PRESCRIBED BY LAW IN YOUR STATE.
YOUR PAYMENTS WILL BE RETURNED WITHIN TEN (10) BUSINESS DAYS AFTER HOME -
DEPOT'S RECEIPT OF YOUR NOTICE. YOU MUST MAKE AVAILABLE FOR PICKUP BY HOME
DEPOT OR SERVICE PROVIDER, AT YOUR SERVICE ADDRESS, AND IN SUBSTANTIALLY THE
SAME CONDITION AS WHEN DELIVERED, ANY MERCHANDISE OR MATERIALS,DELIVERED
TO YOU. OR YOU MAY CONTACT HOME DEPOT FOR INSTRUCTIONS REGARDING RETURN
SHIPMENT AT HOME DEPOT'S EXPENSE.
THE LAW REQUIRES THAT HOME DEPOT GIVE YOU A NOTICE EXPLAINING YOUR RIGHTTO '
CANCEL. PLEASE SIGN BELOW To ACKNOWLEDGE THAT YOU HAVE BEEN GIVEN ORAL AND
WRITTEN NOTICE OF YOUR RIGHT TO CANCEL.
Acknowledged by: 18
CustoMer's Signature Date
Contract Price and Payment Schedule : 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: 12090.95 lIncludes all applicable taxes. Excludes finance charges.*
Sales Tax: 10.00 I(If applicable)
*Maximum deposit ONLY applicable in MD, MA, ME(33916), NJ, W1(99%)
Dep. 125.0 % Deposit Amount 1522-74 11568.21 —1
Remaining Contract Balance
The Home Depot-2455 Paces Ferry Road,N.W.Bldg.B-3,Atlanta,Georgia 30339-Customer Care:1-800-466-3337
Customer Agreement(C.E.1)(31 Jan,18) V 50.12
Home Improvement Agreement: Page 2
Finance Charges 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.
Insurance proceeds will will not v be used to pay some or all of the total amount of sale.
Description of Work to be Performed : A detailed description of the work to be performed is included
in the paragraph entitled Scope of Work or Specification which is included in this Agreement.
Anticipated Delivery Date/Installation Schedule
Approximate Start Date: Approximate Finish Date: 09/19/2018
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.
Electronic Records Authorization : 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.
By!*R!* V* Iing this paragraph, I consent to-receive only electronic records related to this transaction.,
ftial
Acceptance and Authorization : 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; and (iii) all rights and interests under this Agreement
are solely vested in the person listed as "Customer" above.
X I rA J06/2712018 1 The Home Depot
tomer's Signature Date Service Provider Name
X F- 106/27/2018 9-208 Florida Palm Drive
Co-Signer (if applicable) Date Service Provider Address
X 1 106/27/2018 Tampa [FL733619
Signature On Behalf of Home Depot Date city State Zip
MVendor/Service Provider Phone# Service Provider License Number
The Home Depot-2455 Paces Ferry Road,N.W. Bldg.B-3,Atlanta,Georgia 30339-Customer Care:1-800-466-3337
Customer Agreement(C.EJ)(31 Jan.18) V 50.1,2