HomeMy WebLinkAbout236 McKay Blvd (2)a�—CITY OF
9S..,�FORD_�,
Building & Fire Prevention Division
PERMIT APPLICATION
MAR 13 2018 Application No: /9--/ i A
-
Documented Construction Value: $ 2554.00
Job Address: 236 McKay Blvd Historic District: Yes ❑No❑
Parcel ID: 31-19-31-527-0000-0830 Residential Commercial[]
Type of Work: New[] Addition[] Alteration❑✓ Repair ❑ Demo ❑ Change of Use❑ Move ❑
Description of Work: Replace 3 windows size for size
Plan Review Contact Person:
Phone: 727-637-8400
Name Kathleen Brooks
Street: 2.36 McKay Blvd
Tim O'Malley
Fax:
Title:
Email: tim.omalley@expeditepermit.com
Property Owner Information
City, State Zip: Sanford, FL 32771
Name The Home Depot
Street: 9208 Florida Palm Drive
City, State Zip:
Name:
Street:
City, St, Zip: _
Tampa, FL 33619
Bonding Company:
Address:
Phone: 407-415-3297
Resident of property? :
Contractor Information
Phone: 727-637-8400
Fax:
State License No.: CRC046858
Architect/Engineer Information
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61' Edition (2017) Florida Building Code
Revised: January I, 2018 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
Signature of Owner/Agent
Print Owner/Agent's Name
Date
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
'-2-- '-"L— 3//2-4/.,
Signature of Contractor/Agent ate
DtJ,e wC,�
Print Contractor/Agent's Name
°d ISTINE R. 01EY
MY COMMISSION # GG 163512
EXPIRES: January 29, 2022
Bonded Thru Notary Public Underwriters
Contractor/Agent is L/ Personally Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing❑ Gas[] Roof ❑
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
Flood Zone:
# of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads Fire Alarm Permit: Yes ❑ No ❑
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
FIRE:
WASTE WATER:
BUILDING: SP 3 • W - , 9
Revised: January, 1, 2018 Permit Application
REQUIRED INSPECTION SEQUENCE
Rpff, IQ-. I z- a 1
i alum 6mr
"I , 1,1C. p1swar
Min Max-
Footer / Setback
Stemwall
I'Foundation / Form Board. Survey
Slab /' Mono Slab Pre our
Lintel / Tie Beam / Fill Down Cell
Sheathing- Walls
Sheathing— Roof
Roof Dry In
Frame
Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Final Solar
Final Roof
Final Stucco./ Siding
Insulation Final
Final Utility Building -
Final Door
7—M
Final Window
Final Screen.Room
Final. Pool Screen Enclosure
Mobile Home Building Final
Pre -Demo
Final Demo
Final Single Family- Residence
Final Building (Other)
REVISED: Aine 2014
A d d Trp.qn! 'RL & AA. V A---/
Lhun
max
EMM�cflon DesCrA
Electric. Underground
Fboter /*Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
Dun
WNHS O'SM
Max
UndergroundPlumbing
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
...........
Max,
Inspection DtscriRtion
12
Mechanical Rough
Mechanical. Final,
u
min _+MiGasUnderground
Mhos
rmspection. Description
Gas Rough
Gas Final
I1111 all! 11111
-7\' Y\C) \ GRANT MALiOY) SEMINOLE COUNTY
1'lik'Irstnunetit Prepared By: CLERK OF CIRCUIT COURT & COMPTROLLER
The Rome Depo! BI: 91_190 Pq 1030 (1P9;,''
9208 Flurida Palm Dr. CLERK'S Y 2018027585
Tampa- FI. 33619 RECORDED C13 1 /2,_i18 10-375.112 All
NOTICE Or' �:c��In1E:tit:r �lr;� � REC:ORDl:>IG FEES $10.00
Q REC:ORDE1) BY rta :x 3
Permit No. _--- _- -- Tax Foiio No. 3 I' 1 l `a 1- rd-7 • 6 QQ v
State of Florida
County of...._\V`��
T FIE UNDERS1CiNED hereby gives notice that impruvet;tents will Ot made to certain -cal property, and ie accordance with Chapter 713. Florida
Stati.nes, the following information is provided in this Nol''c:e of Cortmencemcnl: / �,, \ r
ripti 11 of pro tery: illcul desc:•iption of prttaerty, and street address if available) `�� k3 � �r N:�r
2. General 1—scr ption of iriprovemenl: .L
3. Owner informatio❑ 1
(a) Name and address: V1_ C441 �3
(,h) Interest in p-operl.y:,-
(c:) Name and address of fee simple liacl;olcier (if other :han owner):.
Contractor
(a) Name and address: The Liume De ,ul. 9208 Florida Palm Drive, Tampa. Fl. 3 36:9
(h) Phone number: BSI 3-626-7S48
j- Surety
; 1) Name and address: WA
,h) Amount of hond
(c) )'hone number: _...__.
6. L_euder
(a) Name and address: N/A
(h) Phone number;_--
7. Persons within the State: ofFlorida designated by Owner upm whom uutit es or Other dot:u nenh ulay be served as provided by Section
7 `.. Lif l)(q)7.. Florida Siaunes:
(a) Name and address: N/A
(U) T'hunc number:
h. L: addition to himself: Owner designales the 1`611owing persua(O to receive a cop; of :he Lwxtr's Notice ,is provided in Section ? 13.13; l)(b),
Florida Slamles:
(a) Name and address: _ _ NIA
b) Phone cumber; —_-- -- -- ---
9. Expiratioc date of notice of commencemem (the expiration date is i year from the date ofrecording unless a different date is specified)
WARNING TO OWNER: ANY PAYMEN'S MADE 13Y THE OWNER AFTER THE EXPIRATION OF THE NOTICF. OF CONIN1FNCFMFNT
ARF CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713. PART 1. SECTION 7i3.13. FLORIDA STATUTES. AND CAN
RESULT IN YOUR PAYING TWICE FOR 1NIPROVFNIFN`TS TO YOUR PROPERTY. A NOTICE OF CONINIENCFNLENT MUST BF.
RE'�CORDED AND POSTED ON TINE JOB SITE BEFORE •CI IE FIRST INSPECTION. IF YOU INTEND 7-0 OB' •. IN FINANCING, CONSUL -I
WIT) l YOUR LENDER OR AN AT I'ORNEY BFFORR C'0VINiFNCING WORK OR RFC )RD NG YOUR NO _ , OF COMMENCEMENT.
Sigxilure of Owrn0r or Own.^.0 s Amhowed Offic•: riDirector
Ia:?oedl1a:roger
Si tuory',Tidv,'Offic•e
71;C l:r_Vtzoing in5t^.111teut ire e a: i nor lalgc:< I1cti1C tcC thi., Jac of
;parse or a,; f:tylx: uf:wdturilr. c.;;. uaicer. mi w URO-W-V ill MCI) lu:
:c of pa�v on heh.!!f of ;; hom instntme.nt w;:; ex:x m d1.
tii ;taatre o1 \'ru. Pt �S,
t-.ue. oI•Iorida
l'et;an:aly knoe'n r PrId,--infic:a
---AND--- -V
V crtf=(ion Pur,uu:l( uo Section 2 .)_lo:ida Slatutc,
I lu: � fix,:utlti: , al ;tarot)•. I dcrl:_, rhea 1 L;:Fr rc::d tiro tl',;r. the f;:Ch ;I:de:el ul It :uc um! :e:• :'.te l era ' t nts r nee: drr :.a.f �tcti icl.
OSWALD SZOLLOSI of Naus:n1 Per,en Si_:nit O= i Aho
R ,iud t: �7 NOTARY PUBLIC i/ �� O
STATE OF FLORIDA. 0 7 off (i > o
C011111 FF971017
Expires 3/14/2020
\101- Ise)"
RENO
LIMITED POWER OF ATTORNEY
I, Boysie Ramdial (Name of Home Depot Qualifier), license # CRC046858, hereinafter referred to as the
"License Holder," the qualifying agent of The Home Depot, hereby appoint the following persons as Attorney -in -Fact
of the License Holder/The Home Depot, who shall act as my agent with respect to only the following matters (a)
signing and submitting building permit applications, (b) obtaining building permits, and (c) obtaining the certificate of
occupancy from (pertinent city/county/state) on behalf of the License Holder/The Home Depot:
Brian Kirby
Aaron Hallich
LICENSE HOLDER:
Sign:
Print Name: Boysie Ramdial
Date: )
Title: Regional Compliance Mana eg_r
Company Name: _ Home Depot USA
Mailing Address: 1216 Isben Ave
Orlando, Fl 32809
Telephone No.: _ 404-593-4879
Fax No.:
State of Florida
County of: ' Orange
Tim O'Malley
Erick DeDios
David Weed Christine O'Malley
-771
WITNESSE wo signatures required:
Sign: t - (��
Print Name: 1 cGl41-e1 6 (Z J_5
Date: 3
�.
' •' )-QA ni•
Date: r
This Limited Power of Attorney is non -durable, meaning it ceases effectiveness if the principal becomes incapacitated.
If I have designated more than one agent, the agents are permitted to act separately.
( ) This power of attorney and authorization shall expire on
(X) This power of attorney and authorization shall continue in full force and effect until I deliver to you a letter
revoking the power or a new Limited Power of Attorney form replacing any previous authorization.
The foregoing instrument was acknowledged before me this day of KG--Lti -20 ( y
Boysie Ramdial, the Qualifier of The Home Depot , a corporation, on behalf of the
corporation. C!, N Y qs�o Jonathon Thomas
g o NOTARY PUBLIC
No ubli L M o STATE OF FLORIDA
Comm# GG141189
ry°F 19' Commission Expires: Expires 9/18/2021
Updated 31912017
SGR/15641978.1
Home Depot Contractor License Numbers:
FL: EC0001440, CGC1514813, CRC046858, CAC1813767, CFC1426021, CFC1427642, 22640, CAC 1818831, CCC1331113, CCC1331130
Salesperson Name and Registration Number:
Thomas Basciano :
Home Improvement Agreement
Home Depot U.S.A., Inc. ("Home Depot") or Service Provider named below will furnish, install and/or
service the equipment listed below at the price, terms and conditions as outlined on this form.
Customer Information:
KATHY BROOKS Tampa 1-50EHU2N
First Name Last Name Branch Name Lead #
236 McKay Blvd Sanford FL 32771 SANFORD FL 32771
Customer Address City State Zip
r07) 415-3297
Home Phone# Work Phone# Cell Phone#
NOTICE OF RIGHT TO CANCEL: YOU MAY CANCEL THIS AGREEMENT WITHOUT PENALTY OR
OBLIGATION BY DELIVERING WRITTEN NOTICE TO HOME DEPOT AT:
9208 Florida Palm Drive Tampa FL 33619
Address City State Zip
or Email customercancellationsouth@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 PAYMENT(S) 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 PROFESSIONAL, 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 THE CONTRACTOR 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 CANCEL.
Acknowledged by: 1 /n — I
x
03/05/2018
Date
FL: EC0001440, CGC1514813, CRC046858, CAC1813767, CFC1426021, CFC1427642, 22640, CAC 1818831, CCC1331113, CCC1331130
License numbers are subject to change in accordance with local or state government processes. For the most
current listing of License numbers held by or on behalf of the Home Depot, please visit www.homedepot.com/
licensenumbers.
Scope of Work
lob #: (Internal Reference) Products: Spec Sheet(s) #: Project Amount
Roofing Siding -/ Windows Insulation
1-5QEHU2N
Gutters / Covers Entry Doors
1-5QEHU2N
$2554.20
Roofing Siding Windows Insulation
Gutters / Covers Entry Doors
$
Roofing Siding Windows Insulation
$
Gutters / Covers Entry Doors
Roofing Siding Windows Insulation
Gutters / Covers Entry Doors
$
SubTotal
$2554.20
Sales Tax
$0.00
Total Contract
$2554.20
Amount
Warranty:
The warranty on the work identified above is listed in the General Terms and Conditions, or if applicable, specified in
the following documents:
Warranty
Name(s):
3
RECORD COPY
Product Approval Spe��I�,N atlon Form
Permit # # 1 8- 1 3 2 2
SANFORD
Project Location Address a \" \�-���I ��
� �e v
As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend that
you contact your local product supplier should you not know the product approval number for any of the
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product
Approval can be obtained at www.floridabuilding.org.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category / Subcategory
Manufacturer
Product
Description
Florida Approval #
include decimal
1. Exterior Doors
Swinging
Sliding
Sectional
CODE COMPLIANCEA
PERMIT ISSUED SHALL BE CONSTRUED
TO BE A
Roll Up
LICEWE TO PROCEED WITH TH
AUTHORITY TO VIOLATE rAN
WORK AND NO I AS
FI,AITFRORSFT=m!�
Automatic
AMINER
ASIDE ANY OF THE PROVISIONS
OF THE TECHNICAL
�APtHM11PHtVENI
--
Other
—
DATE
CODES, NOR SHALL ISSUANCE
2. Windows
REQUIRING A CORRECTION OF
ERRORS IN PLANS,
Single Hun
Horizontal Slider
Casement
Double Hung
5 w\-S0,r�,r\
Fixed
Awning
Pass Through
Projected
Mullions
Wind Breaker
Dual Action
Other
JLme 2014
Category / Subcategory
Manufacturer
Product
Description
Florida Approval #
include decimal
5. Shutters
Accordion
Bahama
Colonial
Roll u
Equipment
Other
6. Skylights
Skylights
Other
7. Structural
Components
Wood Connectors /
Anchors
Truss Plates
Engineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signature
Applicant's Name 0A.ele-r-
(Please Print)
JLme 2014
WINDOW SPECIFICATION SHEET - Spec. Sheet #: 1-5QEHU2N Sheet: 1 of 1
Customer: KATHY BROOKS Job #: 1-5QEHU2N Consultant: Thomas Basciano Date: 03/05/2018
' New Window
Existing Window
Measurements
Grids
Product Options
Labor Options
Hinge Locations
From outside,
Left to Right
Bays, Bowls
Location
Color
Rough Opening
# of bars
# of bars
Csmnts, 1 PHI,
use L, R or S
Glass
Hardware
Screens
Misc Items
Code
For doors use
w
t
Room
Floor
Style
Code
Wraps
(Y/N)
Style Code
Series Code
o
m
°
2
w
t
v
3
t
°i
=
u:
m
n C7
I' vi
�
0
a
itl
�
o
"r
>
N
i
°
�$
�
o
.r
>
. N
m
Mull
"S" = stationary or
"X"=operating
STD, TMP : Bottom,
1
KITCH
1st
DH
N
C DH
6100
T
T
25.00
61.00
86
GlassPack :
Standard
STD, TMP : Bottom,
2
KITCH
1st
DH
N
C DH
6100
T
T
25.00
61.00
86
GlassPack
Standard
STD, TMP : Bottom,
3
BED
1st
DH
N
C DH
6100
T
T
51.00
60.00
111
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 above and the
Construct Roof (Yes or No) '
Special Terms and Conditions on the following page
Garden Window:
eatboard Material (vinyl only -White Pionite, Birch or Oak)
Wall Thickness (inches)
Customer Signature
Additional Shelf (Yes or No)
There is no guarantee that new shingles will match existing color.
LiR
aCiS Home Log in Usier Registration E 4ot Topics Submit Surcharge Stats ikFacts Publications FSC Staff SC1S Site Map ! Links j Search
CI
Product Approval
F '.USER: PuoticUser
3
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r c iO Anurrval rlenu F-i:};_t ur au !i'�:�+ec�n-�;, rr _I� y A[jL..Cuo,� I.sE > Application Detail
=L # FL5167-R26
Application Type Revision
Code Version 2017
Application Status Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer
Simonton 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
webmaster@aa manet. org
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard) and Year (of Standard)
Windows
Double Hung
Certification Mark or Listing
American Architectural Manufacturers Association
American Architectural Manufacturers Association
Standard
AAMA 450
AAMA/WDMA/CSA 101/I.S.2A440
AAMA/WDMA/CSA 101/I,S.2 A440
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
Fl 5167 R26 Eauiv EvalReoort adf
Year
2010
2005
2008
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: 36x72 (+/-30 PSF), 48x80 (+/-30 PSF), 53x71 (+/-35
PSF, 44x63 (+/-35 PSF), 48x80 (+/-3'5 PSF), 36x63 (+/-45
PSF), 44x63 (+/-45'PSF), 26x76 (+.! 50 PSF) & 36x74 (+/-50
PSF), 32x62 (+/-50',PSF)
Fi 5167 R26 C CAC 43-1 7 DH (Fin) 44x63 R PG35 (ext.).Ddf
FL5167 976 ' CAC 43 ' 7 DH (Fin) 48x80 R PG30 (ext) pdf
167 R26 C CAC 43- 7 DH CEin),48x_8O R35.Qdf
FL5167 R26 C CAC 43-17 DH (Finless~ 36x74 1150.odf
Fi 5167 R26 C CAC 43-17 DI3 (Finless~ 48x80 R35 ndf
F 6167 R26 C CAC 43-17 i)H 32x62 R50•odf
Fi F167 R26 C C AC 43-17 DH 36x63 R PG45.ndf
F 5167 R26 C CAC 43-17 DH 36x72 R30 (ext.l.odf
F'L 5167 R2'6 C. CAC 43-17 DH 36x74 R50 (ext,l.6df
FL5167 R26 C CAC 43-17 DH 44x63 R45.pdf /
FL5167 R26 C CAC 43 17 DH 53x71 R S (Fin) (Fxt) ndf
Quality Assurance Contract Expiration Date
10/26/2019
Installation Instructions
FL5167 R26 II IND096 43-17 12212X.odf
FL5167 R26 TI IN0254-R6 43-17 DH 1X.pdf.
Verified By: American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
FL5167 R26 AF EvalReport- TN0254-R6.odf
Created by Independent Third Party: Yes
5167.10 43-17 Prolinish Contractor, ProFinish Master, PerfeXion Contractor
Vinyl Double Hung T-mulled Twin
Limits of Use
Approved for use in HVHZ: Nc
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure:', N/A
Other. 96x80 (+/-25 PSF), 89x63 (+/-30 PSF), 73x63 (+/-35
PSF) & 72x74 (+/-45 PSF)
5167.11 , 43-35 (Two -Step Sill)
Limits Use
,AZIpeved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressured N/A
Other: 44x63 (+/ 25 PSF), 46x84 (—,1-25 PSF), 3602 (+/-30
PSF), 48x80 (+/-35 PSF), 52x71 (+/}35 PSF)
5167.12 ! 43-35 (Two -Step Sill) and 43-50
(Three -Step Sill)
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +35/-35
Other: 73x it 1
5167.13 43-40 and 43-45
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Certification Agency Certificate
FL5167 R26 C CAC 13--17 DH Twin 71,04 R PG45.odf
FL5167 R.26CCAC 43-17 DH Twir 73x63 R PG35.pdf
FL5167 R26 C CAC 43-17 DH Twin 89x63 R3u.pdr
FI 516Z R26 C CAC 43 17 DH T•Nin 96x8Q R PS 5 f
Quality Assurance Contract Expiration Date
10/30i2021
Installation Instructions
F15167 R26 di 'N0099 43-17 DH Twin 2X ndf
Verified By: American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
6100 VantagePointe, Asure, PerfeXion Silver Vinyl Double Hung
Certification Agency Certificate
FL5' 67 R26 C CAC 43-35 DH 36x72 R30 (Ext.).pdf
FL5167 R26 C CAC 43-35 DH 44x63 R25 (ext,).pdf
Fi_5167 R26 C CAC 43-35 DH 46x84 R2.5 (ext.).pdf
Fl 5167 R25 C CAC 43-35 DH 4Sx80 R35 (ext.).ndf
FL5167 R26 C CAC 43-35 DH 52x71 R35 (ext) ndt
Quality Assurance Contract Expiration Date
01/24/ 2021
Installation Instructions
FL5167 R26 TT INO105 43-36 DH 2X pdf
FL5167 R76 II I40568-R3 43-35 DH 1X )df
Verified By: American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
FL5167 R26 AE EvnlRenort-IN0568-R3.pdf
Created by Independent Third Party: Yes
6100 VantagePointe, Asure, PerfeXion Silver Vinyl Double Hung
Twin with Transom
Certification Agency Certificate
F1.5167 R26 C CAC 43-35 DH Twin w Transom 73x; 11335
(eX57fI'26 C CAC 43-50 DH AAMA 450 R35 73x111
(ext.l.pdf
Quality Assurance Contract Expiration Date
O 1,124/2021
Installation Instructions
E 1 67 g26 1I IN0535 43-35043-50 DH Twin with Transrnn
2l�
Verified By: American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by independent Third Party:
Reflections 5050, Reflections 5300, 6100 VantagePointe,
PerfeXion Gold Vinyl Double Hung
Certification Agency Certificate
FLS167 R26 C CAC 43-40 DH 32x62 R50.ndf
FL5167 R26 C CAC 43-40 DH 36x63 R45.pdf
FL5167 R25C CAC 43-40 DH 36x72 1330 pdf
FI 5167 R26 C CAC 43-40 DH 36x74 R50 pdf
Other: 36x72 (+/-30 PSF), 52x71 (+/-35 PSF), 48x80 (+/-35
PSF), 36x63 (+/-45 PSF), 44x63 (+/-45 PSF), 32x62 (+/-50
PSF), 36x74 1+/-50 PSF)
FL5167 R26 C CAC 43-40 DH 44x63 R PG45.Ddf
FL5167 R26.0 CAC 43-40 DH 44x63. R3.5.,pdf
FL5167 R26 C CAC 43-40 DH 48x80 R35.Ddf
FL5167 R26 C CAC 43-40 DH 52x77 R35.ndf
FL5167 67 R26 C CAC 43-45 DH 52x71 R35 odf
FL5167 R26 C CAC 43-45 waiver to 43-40.odf
Quality Assurance Contract Expiration Date
09/12/2021
Installation Instructions
FL5167 R26 II TN0432b 43-40 43-45 DH 2X.ndf
FL5167 R26 I.T. iN0434-R6 43-40 43-45 DH 1X.edf
Verified By: American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
FL5167 R26 AE EvalReoort-IN0434-R6.ndf
Created by Independent Third Party: Yes
5167.14 43-50 (Three Step Sill) i 6100 VantagePointe, Asure PerfeXion Silver Vinyl Double Hung
Limits of se
ed for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant. No
Design Pressure: N/A
Other: 52x71 (-r/-3S PSF-), 36x63 (+/-45 PSF), 44X63 (+/-45
PSF), 32x62 (+/-50', PSF), 36x74 (+/-so PSF)
5167.15 i 75-75, 75-09, 07-75, 07-09, 07-10
and 07-20
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: 48x80 (+/ 25 PSF), 53x74 (+/-30 PSF), 48x80 (+/-35
PSF), 52x71 (+/-35 PSF), 53x80 (+/-40 PSF), 36x63 (+/-50
PSF), 36x74 (+/-50 PSF)
5167.16 175-75, 75.09, 07-75, 07-09, 07-10
and 07-20'
i
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +50/-50
Other: 109x74 (+/-50 PSF)
Certification Agency Certificate
F1-5167 R26 C CAC 43-50 DH 32x62 R50 (exti.ndf
F1-5167 R26 C CAC 43-50 DH 36x63 R45 (ext).ndf
Ft 5167 R26 C CAC 43-50 DH 36x74 R50 (ext).ndf
FL5167 R26 C CAC 43-50 DH 44x63 R45 (ext'.odf
FL 5167
R2 C LAC 43-50 nu 52x71 R35 lextl_ntlf
Quality Assurance Contract Expiration Date
01/25/2021
Installation Instructions
FI 5167 R26 II IN0432 43-50 DH 2X.ndf
FL5167 R25 1I IN056 -R3 43-50 DH UPI
Verified 3y: American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
FL5167 _R26 AE EVa1ReDort-IN0569-R3 odf
Created by Independent Third Party: Yes
Reflections 5500, Generations, Impressions 9800, 6500
VartagePointe, PerfeXion Platinum Vinyl Double Hung
Certification Agency Certificate
FL5167 R26 C CAC 07-09-10-20 and 08-09-10-20
Waiver.odf
FL5167 R26 C CAC 07-10 07-20 to 07-09 Waiver.odf
FL5167 R26 C CAC 07-75 DH 48x80 R PG35.odf
FL5167 R26 C CAC 07-75 DH 53x74 R PG30 odf
FL5167 R26 C CAC 07-75 DH 53x80 R PG40odf
FL5167 R26 C CAC 07-75 waiver to 07-09.odf
FL5167 R26 C CAC 75-75 DH 36x6.3 R PG50.odf
FL5167 R26 C CAC 75-7S DH 3 x74 LC50.oaf
FL5167 R26 C CAC 75-75 DH 48x80 LC PG25.ndf
FI 5167 R26 '' CAC 75-75 DH 52x71 R PG35.ndf
Quality Assurance Contract Expiration Date
03/25!2020
Installation Instructions
FL5167 R26 II IN011 3 75-75 76-09 07-75 07-09 07-10 077
20 DH 2X ndf
FL5167 R26 II IN0132 R10 75-75 76-09 07-75 07-09 07-10
Q7-2Ved BA e
Verified Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
FL5167 R26 AE EvalPeport-IN0132-R]ADdf
Created by Independent Third Party: Yes
Reflections 5500, Generations, Impressions 9800, 6500
VangtagePointe, PerfeXion Platinum Double Hung H-Mulled
Triple
Certification Agency Certificate
FL5167 R26 C CAC 07-0a-10-20 and 08-0g-10-20
Waiver.odf
FL51C7 R26 C CAC 07-75 waiver to 07-09.odf
FL5167 R26 C CAC 75-75 DH Triple 10904 R PG50.Dd`
Quality Assurance Contract Expiration Date
09/13/2021
Installation Instructions
FL5167 R26 II IN0060 75-75 DH Triple or Twin 2X.odf
Verified By: American Architectural Manufacturers 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 55UU, Generations, Impressions 9800,
6500
! and 07-20 1 VangtagePointe, PerfeXion Platinum Vinyl Double Hung H
Limits of use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +50/-50
Other: 73x111 "Glazing complies with ASTM E 1300-04.
Mulled Twin with Transom
Certification Agency Certificate
F S167 R26 r CAC 07-75 rualypr to 07-09.odf
LI 5167 R26 C CAC 75-7S DH Twin w Tran,50111 73x111 R
PG 0.
Quality Assurance Contract Expiration Date
09/13/2021
Installation Instructions
FI-5167 R26 II IN0062-R7 75-75 DH Twin w Transonn odf
Verified By: American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Fi.5167 R26 AE EvalRepDrr-IN0062-R7,odf
Created by Independent Third Party: Yes —
Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 phone: 850-48-/-1824
The State of Florida is an AA/EEO employer. Con••ri^ht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do rot want your e-mail address released in response to a public -records request, do not send electronNc
mail to this entity. Instead, contact the office by phone or by traditional mail. It you have any questions, please contact 85C.487.1395. *Pursuant to section
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please click here .
Product Approval Accepts:
..r.::x �� EY:
CreIdil Card
SSt�+
MODEL DESIGNATION: Simonton Double Hung Senes 43-35 Vinyl Window
MAXIMUM OVERALL NOMINAL SIZE: See Size Churl
DESIGN PRESSURE RATING:. See Size Chart
NO P.E. SEAL REQUIRED
INSTALLATION SUPPORTED
BY AAMA TEST REPORTS
v jj REVISIONS JRcVsF.D cry::! DATE:
i (UPDATED SIZE PER TEST REPORT #59924.01. 1 T.0.0. 01/04/iV
3 !DDED MIN. EDGE DISTANCE_ NOT[ GJV V/Iti/t� i
4 ADDEu NOTES IZ & 13 — AAMA 81 LMF1 i I1f09
USAAI,.F CONFIGURATIQNS_ X _ 2X BUCK
X SILICONE l�
CAULK
� ..._. _
GENERAL DESCRIPTION: The head, sill, and side jambs are extruded PVC. The wall thickness SILICONE CAULK
through which the anchor screw penetrates is a rninimum of 0.070".
�-1/4" MAX. SHIM
1
1 HEAD SILICONE CAULK
2X BUCK-- ' 1/4" MAX. SHIM
�!
I Q \ `0 1/4" MAX. SHIM I I
SILICONE CAULK #8 X 2 1/2" MIN. WOOD
SCREW _ 150 MIN,
EMBEDMENT HTNTO W006
1� SILICONE_/ MIN. EDGE DIST., SEC NOTES
CAULK.
- —��
s � AULKLK
2X BUCK
"W" MAX. OVERALL FRAME WIDTH
SIZE CHART
OVERALL. SIZE
DP RATING
MD
HEIGHT
46"
84
±25 PSF
44"
63"
36"
72"
f30 PSF
48
80"
±35 PSF
52"
71"
SILICONE CAULK -�
�1 SILL
Z7 JAMB _._._._.
3 ,7
NOTES:
1. This installation has been evaluated for use in locations adhering to the -texas & Florida Building Codes and whefe pressure requirements as determined by
ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure ratings herein, for use outside the H.V.H.Z.
2. All exterior perimeter surfaces of the window must be caulked. Interior caulking is optional unless noted otherwise.
3. Anchors shall be as specified and spaced as shown. Anchor embedment to base material shall be beyond wall dressing or stucco and into wood.
4. The responsibility for selection of Sirnonton products to meet any applicable local lawn, building codes, ordinances, or other safety requirements rests
solely with the architect, building owner, or contractor.
5. Shims are optional. Max, shim stack is 1/4".
6. Wood bucks (by others) roust be engineered and anchored properly to transfer loads to the structure.
7. When used in areas requiring impact protection this product REQUIRES the use of approved impact resistant shutters or other external protection.
8. Flashing should be applied using the ASTM E 2112 methodology appropriate for the opening into which the window is being installed.
9. Installation screws must be at least 3/4" from the edge of the wood.
10. Installation screws may be placed in the interior or exterior track of the jamb. Screws should be flush with the vinyl.
1 1. Glazing shall comply with ASTM E 1300.
1, 2.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, nut, mold or similar contaminants. Vacuum and clean
opening surfaces completely. A fully primed surface is recommended, but not required. Cleaning if all surfaces should be done the same day of whirh the.
silicone caulk is to applied. For more details visit Simonton.com.
1 3.Caulk application: recommended air and surface temperatures at the time of application are to be between 40 and 90 degrees F. Insure all contact
surfaces are clean and dry including the new window(s). Use a backer rod an 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 he forced into joint or
compressed to assure full contact on both surfaces and to expel any air pockets.
D c'c rt< 1RE STATE l
Thu document is the property of Simonton Windows. which
reto'ms WI proprktary and other rights to its subject matter.
This document is proNded to the recipient on the ea.mes04
ondit:e thot it is not to be disclosed. reproduced h We o
th the an o
Pen. nor used in c nr,n ction wid, mtact—
repair or 9-ds fur onyane other than Simonton JVf lows r
without its consent. This rest fiction does not limit the
eeipienrs rights to utilize information emtoined in this
docum<nt 'a•h)ch is properly optoinetl from onother scurce.
0 im en s"rori al lot erances
l�irigs� OM�rwis�„(yyr _sC fed
Decimals AngiEs
X 1, .03
.XX 3 .01 0' 30 min..
.XXX t .005
SIMON TON°
I l'.oeh:ane A�nin<
Pent, o, tt't'RA15
fCALE: :JiEET:
FIT f 1
MODEL DESIGNATION; Simonton Double Hung Series 43-35 Vin y Window
MAXIMUM OVERALL NOMINAL SIZE: Sr. Size Chart
DESIGN PRESSURE RATING.. See Size Chart
USABLE CCNFIGURATLQNS: X.
X
GFNERA!-_pEGCPoP IT ON: Thehead, sill, mid side jambs are extruded PVC. Tae wall thickness
through which the anchor screw penetrates is a minimum of 0.142
_._
- SIZE CHART -
OVERALL SIZE
UP RATING
_
W'IUTH
"W"
Fi-GHT
"Ll
44"
63"
325 PSF
46"
EC
36
72'
t313 PSF
413"
.30"
-±35 PSF
52"
11.
ID SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDWIT
051ANC E
A_ CONCRETE (2 KSl MIN,) 3/16" !TW_TAPCON
..O HOLLOW OR GROUT -FILLED CMU 3/16" ITW' TAPCON
117 PCE MIN.
C 2X MIN. SOUTHERN PINE WOOD 3/16` !TW TAPCON 1-3/8" 7/8'
D 2X MN, SOUTHERN PINE WOOD 70 WOOD SCREW I-3/8- 7/8"
G-D.55
E 16 GAUGE 0.050 }} MIN STEEL 10-16 ITW TEKS FULL THREAD 1/2"
STUD 33KS1 YIELD Mh SELF -DRILLING SCREW
F j/8" STEEL 368KSI MNINv_ZlR— DRI10 WNGENG SCREW�_TAYPINGr FULL THREAD 1/2`
11/07/2017 A
REVISIONS,RE.5m 01 0—'
LUCAS A. TURNER, P,E,
AWED Mn- EDGE pi51 NV1E. e..�. UB/19/IS
Ft. PE { rJ`2i11 2
TURNER ENGINEERING &
A
ADDED NO1L' i] h 10 A soU N.ii D9/Ol/I]
ho 5,2.1 ,go
Lucas
.tile
CONSULTING, INC. s
_
AWED uV'.nPLE SJBSrATES U,IH IS/U]/17
Turner ^%`: n
(GOA 4 29779)
.---__--- __
2017-71-08 ��' "r«
1239 JABARA AVE.
'
18.41 t19.00 p p/w
t RTH PORT, FL 34288—
PH. 941-350-1574
"sj�rrONA �tt� aa�ta
SIt.IGQNE CAULK
!
�.
SEE NOTES 17 & to � _� _Z-1
-.-
SUBSTRATES BY OTHERS
MIN. EMULJ D
_SILICONE
SFF TAB.F —�
1/4' MAX.SHIN '� -.-
CAULK
(INT. PERIMETER)
SEE NOTES 17 & 18
SILCONE CAULK
(INT. PERIMETER)
%f HEAD
/�/7�/-/�1 SEE NOTES 17 & IS
INSTAl1ATIDNSEE FASTABiENLE 1ERS 1 1/4• MAX S-:iM
-1/4' MAX. SHIM MIN EDGE OISI'. rL
P"I
SEE TABLE 151LGCNECAULK SEE NOTES '7 &- 18_
SILICONE CAULK _� \\ - SIUCDVE CAULK
SEE NOTES 17 & 18 5IJ85TRATLS BY OTHERS SUBSIP.AlES (EXT. PERIMETER)
By OTHERS SEE NOTES 1"! & 18
NOTES: _ 3 SILL ? JAMB
1, This
installation has been evaluated for use in U>ca:ions adhering tothe : bria ride Building Cuoutside the FiV H7., —1 where fir -sure requirements as determined by AS^E 7 M1Ainimum Design
LoaC" for Buildings and Other Structures do no: exceed the de�slgo pressure ratings nere!n. v
2. All interior and exleri<:r perimete, 1,'Ifaces of the viindo:v mutt be rhuA<ed.
3. Anchor type: s _e.'mooing, embedment, and edge. Iisianue snail be as sGweified in these dr-mcis. Use npprui,nate a-ho, as Corn Tau r, f .r dirp to substrata type. A r'tinirciuttl
carter -to -center spacing of 3" stallbe maintained behaeen all masonry fasteners in any direction. and 1" minimLun car ter ;o-renter spacing for all Other fasterers.'sobstrates.
a. AnGNr embedment to substrate shelf oat beyond wall dressing a's'mcce. For masonry openings until wood bucks less than 1-ti7' thick, ermlbedment shall lie beyond wood bucKS. if used, and
into masonry substrate. NV—J bucks with masonry are optlrrul.
S.Vv-derm-onryoperrifis, bt ckA. and b ick fa...t_ner by tl it be F -.I I_ 1- Ip ] -11 ,t d t 1 t o f fad kmad the.'.root a.
G. The re_pons!bll ty fe,r clocron of Sim -ton T el-ts to mee.:in7. appl t'Illi" t ,:01 laws molding cork", u. ii nn.. - r r 1h,,sa n y requirerens rest sug,iy l 1, the aDoh:1-1. U.ildirg nv:oar, cu
e"mete"
7. Shirrs are required where gaps of greater than: 11'6' exist between opening and fame. A'— shim sank Is 1/4'. Stdms sit,11 he lead-behri:mg al eaµsble of trinsfe.-Irg loads to the subs`:rate,
8. Nhen L d ir. areas requiring Impact j.-otect tl 's product RECTUIRES the use cm ap ,nee ) .:I t' I' tte - -t' r ext. 1 i it Ot�ctlon
9. Scai ng and flashing by other, should be applied stag the ASTM E 2112 methodology approprlats for tou ope.,:na Into w mle,h box 1 IUsu ,t Is bahxg lnsfalled Overall wafer perrtmtim ra,istanrn.
of the installed phldluct is not addressed in this drawing and is the responsibility et others.
10. Glazing shall comp!v with ASTit E 1300.
11. All fasteners penetrating into pressure frosted •wDed shall be capable Of preventing corrosion due to reaction wlln pressure taatmenlcha oluals. Ahy orsslavisr materl.is that seme'nto contact
shelf be prpicctcd to prevent reaclions in accordance wish —10 requiremencA.
12. A Wild load duration hotor Cd = 1.8 was used far iha a: a ysls of :.,eec screrrs only,
13. Products shall be Constructed as Spol6ed in tali reports AT[ 36470,01-10g-47. ATI-B6472.01-109-47 and .ATl-BU473.01-109J7.
14. 0- 100 % pure silicano caulk comphant ,in AAMA 8U8 Section 5 - Sealant Spectfl-alms for use with Architectural Fenestrate, Products. Mee sure surfaces are cerrpletely free inch. all old,
caufk, damaged wool wood fibers. groase.. oil dirt, rustmold or similar contaminants. Vacuum and dean opening surfaces completely. A. fully primed surface is recommendedbut not
requlred. Clean) q -f ai'''. sur(:1ees should be done the same day Df whictl tiro silicone oa lk s to applied. Fur cream dettils visit Slmorton.conm
15.Coal, application: recommended a'• and surface temperatures at the time of appllcalloh are to be between 40 and 90 degrees F. insure ail contact surfaces are clean and try krobauw the neroc
window('). Use a backer red on Wl juints >3%4" deep —Vor under than 1i4' Finished caulk joint should be. a ulou - of 31A' deep and make kill aMt-1 with tnNh tile—w,,hdcry and
slnrcbJral opening surfaces. Silicone caulk should be I—s,1 Into joint or —pre ... d to.z, .are full contact on talh su:facas and to expel arty all packets
DISCLOSURE STATE,,
TU docu�n t the iseperty, or ton YY'ndaws, which
tons oil p opr t y dado
t
t
er rights to it. s 0"A matter,
This locum t Is provldE� to the recipient on the eftpre69ed
nrd'tiou thot it is not to be dsalooea, reproduced 'n whole o
part, nuse or d in ern action with the design, mon.rfactufo 0
rcpob of 9., 1 for anyone other thou Srnonton VDod wS r
.ilh.ut its oen -L Tore reaaioeoa does not limit the
ectpkin['s n rots n, utilize infommotion contoinea 'n this
document which is ph,,Wy aDlainW 'nor, onoU<f source.
Ut ansidnal Tolerances STMUN TONer'B 1,,. N!
Uri— Otherisr re Spfea - n n " IDRA IV, BY
I( - r CHECKED BY
P u r:i, ;Ntit .fA15
0eeimd.s Angie3 SCALE. `MEET: APPRVO BY:
% 3 03 f1T 1 el 1
Ax f .01 0- 30 min SERIES:
X%X t 005 43-35 OOV6LE HUNG
nT &
Ix BUCK INSTALLATION
N10DEL�ESIGNATION_ Simonton Double Hung Series 43-50 Vin54 Window
MAXIMUM OVERALL NO SIZE: See Size Chart
2ESIGN PRESSURE RATING: See Size Chart
)SABLE: CONFIGURATIONS: X
X
GENERAL DESCRIPTION_.. The head, sill, and side jumUs ore extruded PVC. The wall thickness
through which the anchor screw penetrates is a minimum of 0.070".
SIZE CHART
OVERALL SIZE
DP RATING
WIUTH
.,W.,
HEIGHT
"H"
52"
71
±35 PSF'
36"
63"
f45 PSF
44"
63"
32"
62"
±50 PSF
36"
74'
NO P.E. SEAL REQUIRED
INSTALLATION SUPPORTED
BY AAMA TEST REPORTS
/'� - SILICONE 2X BUCK!'
CAULK
SILICONE CAULK
�- 1/4- MAX. SHIM
REMSIONS:
DATE: w
4 UPDATED SIZES PER NEW TESTING. T.D.o. 100/02/11
S 1 ADDED NOTE 17. T.D.O. 01/10/12
7 ADDED MIN, EDGE DIST. NOTE.
e ADDED NOTES 13 Q 14 - AAMA $00. LMH 11/13A7
i HEAD
SILICONE CAULK
2X BUCK / -1/4" MAX. SHIM
.... I/d" MAX. SHIM N8 X 2 1/2" MIN. WOOD
`CREW WITH 1.50" MIN.
SILICONE CAULK EMBEDMENT INTO WOOD I
___.. MIN. EDGE DIST., SEE NOTES
_ .__.SILICON,_ ._. _........ _- .._.. _...._ ._ _._ __.. .__. _. ...... _ __
CAULK /
2X BUCK —'f SILICONE CAULK -�
JAMB
r'\ SILI_--
NOTES:
1. This installation has been evaluated for use in locations adhering to the. Florida 8uildiny Codes and where pressure requirements as determined by ASCE 7
Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure ratings herein, for use outside the H.V.H.Z.
2. All Interior and exterior perimeter surfaces of the window most 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 wood.
4. The responsibility for selection of Simonton products to meet any applicable local laws, building codes, ordinances, or other safety requirements rests solely
with the architect, building owner, or contractor.
5. Shims are optional. Max. shirt stack 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 rnlnirnunl of 3/4" front the edge of the woad.
8. When used in areas requiring impact protection, this product REQUIRES the use of approved impact resistant shutters or other external protection.
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 1 300.
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 opening surfaces completely. A fully primed surface is recommended, but not required. Cleaning of all surfaces should he done the same day
of which the silicone caulk is to applied. For more detail; visit Simonton.cam.
1 3.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 minimum of 3/9" 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.
D'ic"05./VRE_SIAIE"5
Thls document Is tho property or Simonton Window,, which
r Loins all proprietary and other right, to it, ,abject matter.
This document I. presided to the eoipient on the expressed
.ondition that It Is not to he disclosed, r�r due d in hole o
port. nor ,ed in conp:nctian with the design, mono facture or
repair of good, for on,— other Ulan Simonton W'ndow,
wnhoat it, consent. Thl, „41.1 n doe, not I"nit 01e
recipient', right, 1 utir. infcrmotion con tamed in this
doorawent whl h 1, properly obtained Irani another ,duce.
Dimen,ional Tderances
SIMONTONe
Unless oiherwi,e Sutdfird
' ' " " '
1 Co 111 Ie A——
P,n nch, r '"' god 15
Decimal, Angles
SOME: ;MEET:
.X i .03
EIT I of I
.xx A .01 0' 30 min.
SERIES:
.Xxx t. .00.5
43-50 DOUOi
MOr ' D jSIGNATION_, Simonton Double Hung Series 4 ;-50 Vinyl Window
MAXIMUM OVERALL NOMINAL SIZE: See Sze Chart
DESIGN PRESSURE RATING: See Size Chart
LISASIF CONFIGUIRAIII2WLX
X
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
SIZE CHART i
OVERALL SIZE
DPRATNG -
WIDTH
HEIGHT
52"
71"
335 PSF
36"
63"
345 PSF
44"
63"
36"
74" _
150 P
32"
62"
ID
SUBSTRATE TYPE
ANCHOR TYPE
MIN. EMBED
M1N. EDGE
OISiANCE..
A
CONCRETE 2 K51 MIN.)
_
3/16" ITW TAPCON
-
1-1/2"
1-1/5"
H - IF fTEEO cmu
!117 FCF NIN)
CON /
N T CO. 3 16" ITW TAP
2'
2X MIN. SOUTHERN PINE WOOD
3/16" rTW TAPCON
1-3/8"
7/8"
C
2X MiN. SUUTttERI1PINE WOOD
�!I W000 SCREW
1-3/e'
7/8"
D
-MIN
16 GAUGE 0.060)
10-16 ITW TEKS
FULL THREAD
i/2"
E
STUD 33K51 YIELD MIN.
178 ALUM. 6063-T5 h11N. OR
SELF -DRILLING SCREW
110 GRADE 5 SELF -TAPPING
FULL THREAD
.._...___-
1/2"
F
" STEEL 36 KSI MIN.
DRILLING SCREW
._.
--- Y' REY5i0NS:
\d'�TLORr4yfr �" 1 /07/2017
.'!"" LU:AS P[ RURNER. P.E. sar:. w coo' cost. KotcIL .
12 x(Ax D .0TS 17 R 1e - AAMA ego
+' 3: • No 5a2:1 t'pG TURNER ENGINEERING & _
LUCdS Turner z° A i CONSULTING, INC. 3 AOCLD MuLWLE sueaiAT ft
2017-11-08 + = (COA ✓J 29779)
":8:42+19:BB 'D-` 123H JABARA AYE.
3TAT F. or ! NORTH PORT, FL 34286
+�•'-P.^2a.` IN. 941-360-1574
�rissiON,A , fitaaa.
SUBSTRATE
BY OTHERS
SILICONE CAULK
(EXT. PERIMETER)
SEE NOTES l7 & 18
ILICONE CAULK
VA
SNI,M
PERIMETER)
I/4" MAX. —JINT.
EE NOTE 17 & 18
SUBSTRATE
HEAD BY OTHERS -
SF
I /4" MAX. SHIM
SILICONE CAULK
/ SEE NOTES 17 & 10
SILICONE CAULK
SEE NOTES 17 & 18
LIBDS
BDINERS
BY OTHERS
INE
INSTALLATION FASTENER
SEE TABLE 7 -
MIN. EDGE DIST.
SEE TABLE. 1
-MIN EMBED.
SEE TABLE 1
SUCONE CA"
(INT. PERIMETER)
SEE NOTES 17 & III
i/4" MA%. SHIM
+I
SILICONE CAULK
--- (EXT. PERIMETER)
SEE NOTES 17 & 18
JAMB
NOTES:
1. This Imsla!iation has been evaluated Far use in lxadons adhering to the Florida Building Cale outside the H'VHZ, and whore Tsesrur=_ requirements as determined by ASCE 7 Mmmm 0e1tgn
Londs for Bellatlgs and Other Stn:ctures do 1w1 exceed the Cosign pfassi- ratings herein.
2. All interior and exterior perim_ter surfaces of the wind-i must be cooked
3. Anchor type, size, .Nux1rD: embedment, and edge distance shall be as specified In these drawings:. Use appropriate anc'lwrage from TnMe 1 aaca-tArs;7 to sWstrata type. A n:ininurn
center -to center sparing of 3" shall be maintained hetween all masonry, fasteners in any direction, and 1` minimum center -to -renter spacing for all other fastenersrsubstrates.
4. And'Ior to W substrate shall be beyond wail dressing cr stucco. For masonry openings with woad bucks less than 1-1 r2' thick, embedment stka!1 be beyond wax' bucks. Y used, aril iraG
masonry substrate. Wood bucks with masonry are uplk nal.
5. Woad or masonry openings, bilcks, Ord buck faSteners, by others, sha11 be properly dell-'X ed Ono InStillaa to transfer wind Ittaos to the stuttil'e.
S. The ros/wnsibility for selection of Simonton products to meet any applicable local 1a106. building codes. rainances or other safety requirements rests sutey with the architect butkilrg owner. er
contractor.
ring
7. Shins are required where gaps of greater than 11 10" exist batwean opening and Lame. Max. shim stack is 1W`. Shims shall be load -bearing and capable of transfechails to the substrate.
8. When used in areas requiring impact protection; this product REQUIRES the use of appx ad impact rests'ant shutters o' fdher external protactior.
9. Sealing and flashing by others should be applied using the ASTT4 E 2112 methodology appropriate far the opening into wtdch the product is being installed. Overall water peraIns ion resl!anca of
the installed product is not addressed in this drawing and Is the responsibility of atnrrs.
10
. t',lazing shall comply with ASTM E 13P:1.
1 i. All fasteners Penetrating into pressure Vcalerl wood shall be caDable of preventing corrosion due to reaction with pros.,. truatrlent ctnerJc:Js. Any dissimiksr materials that corns 'ilia cantart
shall be Pro. oted to Prevent reactionanc
s in accorde with code requirements.
12. A wind Loa.'. duration factor Cd = 1.6 was used far file analysis of woad sorews only.
13. Pr duals shall be constructed as specified in test reports ATI-864B8.01-10947.0. and ATI B0469.01-109-47.r1.
14. Use Too_ pure silicone caulk compliant wrh AAb1A 8G8 Sectbn 6 -Sealant SpeCtlkatiore for use with Arcttites',ttuat .=ehesiro on Products'. Make sum sjrfarexs:uv �pNleiy free from all old
caulkdamaged wood, wood fibers; grease, oil ellrust mold or similar contaminants. Vacuum and clean opening surfaces completely. A fully loin i surface R re—inni,. fed, Nit not requi: i.
Cleaning of all s f.cos should be done oho Santo day of which the silicone ilauk Is to aPplled. For more detalls visit Sfrlxxlkxn.s,m.
all contact surra;es air. clean and dr
y including 1'
1S Caulk application: recommended au and surface tempera!urea DL thr, time or apPheaiian are t:1 be between 40 ar.7 90 degree; E insure I / ^e•v
wlydnw(s)Use a backer red on ail pats >314 deep andior wider than 114' Finished caulk joint should be a mmlmun rt 3'8' deep and make full contact with Win the rxnv W n sill s1111,4- 1
opening Sedaces S111CDne caulk should be forced Into joln: a carnoressed to assure full confaclol boll, surfaces ,nc to expel Cosy air pa: kets.
-"'— -- MATERIAL: l.
ghrl aapRE Sof Strom �iL SIMC)N TON'
ink Coament is the pro? ty of 5trnant- Windows, which N TINT l...e si-al TGIINanCe9 �"� u. v n n u n
retoins all proprietary and other rights to Its subject matter. Unlesf .�!tIGL'"'.!RG.3RC�-Ft�d I Cb,' iz Avt-tct
This document Is provided to the recipient on the expfe ed Y &
nnditir-n that it is rat Io be disclosed reproduced whole Pr:,ustv,u, 'A'\'2;r715
part. not' used fin --junction with the design, mono/motors a T: a. Decimals Angles —
repair - gouda (or anyone other than Smoot- Wtho.- 'SCALE: -HEFT:
without Its consent. This raalri-lion dxs not 1'mit the SURFACE AREA PsR: .X 3 .03 fiT 7 of 7
ecipkni s rigr. to ataiae mtormouon contained i, tnis .XX i .01 0- 30 run SERFS:
door rt which is property obtained from -other 9a&cd. irv15N A N N .XXX 3 .()as r a -
OOUf
IX
1X BUCK INSTALLATION