1629 LINKSIDE DR N - WINDOW d ' CITY OF ATLANTIC BEACH
s> 800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247-5814
RESIDENTIAL -ALTERATION RESIDENTIAL
MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814
PERMIT INFORMATION:
PERMIT NO: RES17-0281
Description: replace 1 window
Estimated Value: 1094
Issue Date: 11/29/2017
Expiration Date: 5/28/2018
PROPERTY ADDRESS:
Address: 1629 N LINKSIDE DR
RE Number: 172374 6135
PROPERTY OWNER:
Name: **CONFIDENTIAL **
Address: **CONFIDENTIAL ****CONFIDENTIAL **
**CONF **, XX#414/1111
GENERAL CONTRACTOR INFORMATION:
Name:
Address:
Phone:
Name: THE HOME DEPOT
Address: 9208 Florida Palm Drive Raquel Swanner, Boysie Ramdial
TAMPA, FL 33619
Phone:
PERMIT INFORMATION:
Please see attached conditions of approval.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOU 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.
* A notice of Commencement is only required for work exceeding an estimated value of
$2,500. For HVAC work, a Notice of Commencement is only required when HVAC work
exceeds and estimated value of$7,500.
51,m, . City of Atlantic Beach APPLICATION NUMBER
6P. t,iiiBuilding Department (To be assigned by the Building Department.)
800 Seminole Road . S II oa p
U, -,, Atlantic Beach, Florida 32233-5445 )
Phone(904)247-5826 • Fax(904)247-5845 `1 t
, .J,3 9%' V E-mail: building-dept@coab.us Date routed: 1
City web-site: http://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: i t)a� N L t n'4,--Si da pf - t review required Yes o
Building-M____) {� _
Applicant: t _ D+ Manning &Zoning
Tree Administrator
Project: ( q\-(U. L 1 w ,n 60IA) Public Works
Public Utilities
Public Safety
Fire Services
Review fee $ Dept Signature
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified By
Florida Dept. of Environmental Protection
Florida Dept. of Transportation
St. Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review: [V Approved. ❑Denied. ❑Not applicable
(Circle one.) Comments:
:UILDIN
PLANNING &ZONING Reviewed by: (71
1(y Date: ll'aQ '/ 7
TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. ❑Not applicable
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable
Comments:
Reviewed by: Date:
Revised 05/19/2017
T
OFFICE COPY BUILDINGCITYOF ATTIC IC B ACH APPLICATION Call Tim for Pick Up 727-837-8400
800 Seminole Road,Atlantic Beach,FL 32233
p� \Office(904)247-5826 Fax(904)247-5845 r'C n ,
Job Address: I(4(7-_` LL M C& %N�. N Permit Number: a G`�I -CQ I
Legal DescriptionL.44. X07 LS-t).,\4 L‘-vtil(-4s. ..CL Qt,NIl a-r Parcel#
q
Floor Area of Sq.Ft. Sq.Ft
Valuation of Work$ /,l) I Proposed Work heated/cooled non-heated/cooled
Class of Work(circle one): New Addition Alteration Repair emolition pool/spa window/door
Use of existing/proposed structure(s)(circle one): Commercial Residenti
If an existing structure,is a fire sprinkler system installed?(Circle one): No
Florida Product Approval# 16 id i i
For multiple products use product approval form
Describe in detail the type of work to be performed: RI Q`hQL\. W‘ w &t-2e S .-LS--
Property Owner Information:
Name: `.1 Ct C0r/t- Address: /(3-C1 Lk.vt\C-'. ,N
City 4Nv�
'e\d. ,\-� e11 Stau{'L Zip3c1 X Phone C( T 4-(ck"-4 1777
E-Mail or Fax it(Optional)
Contractor Information:
Company Name: Qualifying Agent:s t""a "''- \
Address:�X,Q Or ,. \v`:0( City 1v.ovec, - Stitt Z:ip i 3 3 L
Office Phonel,)--)-(o 3 7-23A4 t)u Job Site/Contact Number Fax#
State Certification/Registration#C t(J.N 6 P.T�
Architect Name&Phone# I 1 X017
Engineer's Name&Phone# 1 i
Fee Simple Title Holder Name and Address i ', '
Bonding Company Name and Address ...,i' --' 1
Mortgage Lender Name and Address
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 pe armed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null
and void if work is not commenced within six(6)months,or if construction or work is suspended or abandonedfor a pend of six(6)months at any tune after
work is commenced. I understand that separate permits must be secured for Electrical-Wont,Plumbing,Sign;Wells,Pools,Fwnaces,Boilers,Beatiers,
Tanks and Air Conditioners,eta
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.
I herebycertify that I have read and examined this lication and blow the same to be true and correct. All provisions of laws and ordinances governing this
type ofworkwill be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the
provisions of any other federal,state,or or local law regulating��construction or the performance of construction. •
o. D `
Signature of Owner i r•✓! jl /v^�Cr�•/'V Signature of Contractor , `^
er 11
Print Name -1 t1. -v( 1'.a t c_c.1.t7 T T I Print Name C5�S vti.tl Lam(
Sworn to and subscribed before meSworn Lii and subscribed before me
this 2 Day of N„tnr.1ic-i ,20 r this /3I Day of NO✓ ,20/']
Notary Pub'c` Notary Public
Revised 01.26.10
•1-. P(p.,; TIMOTHY R.O'MALLEY j
r . MY COMMISSION#CG 11713 I.
J O Timothy Scott Cason ,,
t ' ;; NOTARY PUBLIC EXPIRES:August? 2021
3 �_STATE OF FLORIDA ".4:4,,E;;;0•% Bonded Thru Notary Public Undernriiers ..
0
Q • `'" ,y.i Comm#GG105916
t< ,` i L 1 i. cE Expires 5/17/2021
si-' . t, -( - 1 iT1
REVIEWED FOR CODE COMPLIANCE
CITY OF ATLANTIC BEACH iak1 it
SEE PERMITS FOR ADDITIONAL L OFFICE COPY
REQUIREMENTS AND CONDITIONS p,
REVIEWED BY .a 6 li
T h- 4+9RMATION SHEET FOR THE CITY OF ATLANTIC BEACH,FLORIDA
Project Name: n�•IN- t 2\\0 CO-k v � Permit # gESi 7-Coes
Project Address: I v\\(-- -1/4.,- o '7(
As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72,please provide the information and product approval number(s)
for the building components listed below as applicable to the building construction project for the pennit number listed above. You should contact
your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide
.roduct a..roval ma be obtained at:www.11oridahuildin .or.,.
Category/Subcategory Manufacturer Product Description Limitation of Use State# Local#
A.EXTERIOR DOORS
1. Swinging
2. Sliding
3. Sectional
4.Roll up
5.Automatic
6.Other
B.WINDOWS
tee. .. .. .......:..._....,,,,`
1.Single hung
2.Horizontal slider
3. Casement
4.Double hung
S
5.Fixed 41-7
6.Awning
7.Pass-through
8.Projected
9.Mullion
10.Wind breaker
11.Dual action
2. Other — -
Category/Subcategory Manufacturer Product Description jLimitatioii of Use State# Local#
H. NEW EXTERIOR
ENVELOPE PRODUCTS
1.
2.
In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the
Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation
instructions along with this Product Approval Sheet.
I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones
listed in this document must be approved by the Building Official.
eZ0o E __._ Guwtt At., . . .1.._ et nn _
(Contractor Name) (Print Name) (Signature)
Company Name: \.�Ni‘'t— "
Mailing Address: ctal4 e ‘c,1� QC-N\‘e - r
r—
City: —"fc-s-- State: rt... Zip Code: 3 c' `I
Telephone Number:(?a7) (93?— 4 u Fax Number: ( )
Cell Phone Number: ( ) E-mail Address:
WINDOW SPECIFICATION SHEET - Spec.Sheet#: 10430910 Sheet: 1 of 1
Customer: janet pellicciotti Job#: 10430910 Consultant: TIMOTHY S CASON Date: 10/17/2017 -
New Window
Hinge Locations
Existing Window Measurements Grids Product Options Labor Options From outside,
Left to Right
Bays,Bowls
Location Color Rough Opening #of bars #of bars Csmnts,1 Pnl,
use L,R or S
Glass Misc Items —Hardware Code
Screens For doors use
`o it `o _ 5 Mull "S"=stationary or
ae q .= E =• faE 8 0 8 0 "X'=operating
M Style Wraps d 5 a .m o m S ani o o m o
H Room Floor Code (Y/N) Style Code Series Code E i x 5 r vi O a . > x .3 > x
STD,TMP:Bottom, EXT C,F
1 GAR 1st DHN CDH 6100 WH WH 48.00 71.00 119 GlassPack:Standard
SPECIAL CONSIDERATIONS:
Wrap Color MISC1:Replacing window stool
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:
Seatboard 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.
1
I
7/19/2017 Florida Building Code Online
4k
Business : 0 ofessional Regulation
BCIS Nome Log In User Registration I Hot Topics ! Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search
Honda 7772..
d
pproval
pr � USER:Product PublicAUser
Prodect Approval Menu>product or Application Search>Application List>Application Detail
'''':*'''-'14:'a*'
FL# FL5167-R24
..:..-4..';",- Application Type R-vision
Code Version 2014
Application Status •pproved
*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 1 Cochrane Ave
Pennsboro,WV 26415
(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@aamanet.org
Category Windows)
Double Hung
Compliance Method 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 2006
AAMA 450 2010
AAMA/WDMA/CSA 101/I.5.2 A440 2005
AAMA/WDMA/CSA 101/I.5.2 A440 2008
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL5167 R24 Eauiv SimEx-PVC-Eauivalencv,odf
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtZMIu87g0KmCtAC9nE0%2bU79Kkae6aKislrieHJS1 Uusg%3d%3d 1/6
7/19/2017 Florida Building Code Online
Product Approval Method Method 1 Option A
Date Submitted 04/06/2017
Date Validated 04/18/2017
Date Pending FBC Approval
Date Approved 04/20/2017
Summary of Products
1 FL# !Model,Number or Name Description
.5167.1 07-09, 07-10 and 07-20 Reflections 5500,Prism Platinum,Sears 9300,Grand Estates
Premier,perfeXion Platinum,Vinyl Double Hung
Limits of Use Certification Agency Certificate
i Approved for use in HVHZ: No i FL5167 R24 C CAC 07-09 DH 36x63 R50.odf
Approved for use outside HVHZ:Yes FL5167 R24 C CAC 07-09 DH 37x76 R PG65.pdf
Impact Resistant: No FL5167 R24 C CAC 07-09 DH 37x84 R PG60.odf •
Design Pressure: N/A FL5167 R24 C CAC 07-09 DH 44x63 R50,odf
Other:48x80(+/-25 PSF), 56x84(+/-25 PSF),53x76(+/-50 FL5167 R24 C CAC 07-09 DH 47x71 R PG50.odf
PSF),36x63(+/-50 PSF),44x64(+/-50 PSF),47x71 (+/-50 FL5167 R24 C CAC 07-09 DH 48x80 R25.Ddf
PSF),37x84(+/-60 PSF),37x76(+/-65 PSF) FL5167 R24 C CAC 07-09 DH 53x76 R50.odf
FL5167 R24 C CAC 07-09 DH 56x84 R PG25.odf
FL5167 R24 C CAC 07-09-10-20 and 08-09-10-20
Waiverodf
Quality Assurance Contract Expiration Date
04/19/2020
Installation Instructions
FL5167 R24 II IN0066 SS 07-09 07-10 07-20 DH 1X.odf
FL5167 R24 II IN0067 07-09 07-10 07-20 DH 2X.odf
Verified By: American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
FL5167 R24 AE PER3815 07-09 07-10 07-20 DH.odf
I Created by Independent Third Party:Yes
5167.2 '07-09,07-10 and 07-20 .Reflections 5500,Prism Platinum,Sears 9300,Grand Estates
IPremier,perfeXion Platinum Vinyl Double Hung with Transom
Limits of Use I Certification Agency Certificate
Approved for use in HVHZ: No FL5167 R24 C CAC 07-09 DH w Transom 53x130 R
Approved for use outside HVHZ:Yes PG50.pdf
Impact Resistant: No FL5167 R24 C CAC 07-09-10-20 and 08-09-10-20
Design Pressure: +50/-50 Waiver,Ddf
Other: 53x130 Quality Assurance Contract Expiration Date
04/19/2020
Installation Instructions
C FL5167 R24 II IN0063 07-09 07-10 07-20 DH w Transom
I ZX.pdf
i Verified By: American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
5167.3 i 07-09, 07-10 and 07-20 Reflections 5500,Prism Platinum,Sears 9300,Grand Estates
Premier,perfeXion Platinum Vinyl Double Hung H-Mulled Triple
•
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL5167 R24 C CAC 07-09 DH Triple 126x76 R PG50.odf
Approved for use outside HVHZ:Yes FL5167 R24 C CAC 07-09 DH Triple 160x76 R PG50.odf
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +50/-50 04/19/2020
Other: 160x76, 126x76 Installation Instructions
FL5167 R24 II IN0555 07-09 07-10 07-20 DH Twin-
Triole.odf
I Verified By: American Architectural Manufacturers Association
Created by Independent Third Party:
•Evaluation Reports
Created by Independent Third Party:
F
5167.4 i 07-09,07-10 and 07-20 Reflections 5500,Prism Platinum,Sears 9300,Amcraft Grand
I Estates Premier,perfeXion Platinum Vinyl Double Hung Triple
j with Transom Triple
Limits of Use !Certification Agency Certificate
Approved for use in HVHZ: No FL5167 R24 C CAC 07-09 DH Triple w Transom Triple
Approved for use outside HVHZ:Yes 109x88 R PG35.odf •
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtOgtZMIu87g0KmCtAC9nE0%2bU79Kkae6aKislrieHJS1 Uusg%3d%3d 2/6
7/19/2017 Florida Building Code Online
Approved for use outside HVHZ:Yes FL5167 R24 C CAC 43-17 DH(Fin)44x63 R PG35(ext.l.odf I
Impact Resistant: No FL5167 R24 C CAC 43-17 DH(Fin)48x80 R PG30(ext.l.odf
Design Pressure: N/A FL5167 R24 C CAC 43-17 DH (Fin)48x80 R35.odf
Other:36x72(+/-30 PSF),48x80(+/-30 PSF),53x71(+/-35 FL5167 R24 C CAC 43-17 DH (Finless)36x74 R50.odf
PSF,44x63(+/-35 PSF),48x80(+/-35 PSF),36x63(+/-45 FL5167 R24 C CAC 43-17 DH (Finless)48x80 R35.odf •
PSF),44x63(+/-45 PSF),26x76(+/-50 PSF)&36x74(+/-50 FL5167 R24 C CAC 43-17 DH 32x62 R50.odf
PSF),32x62(+/-50 PSF) FL5167 R24 C CAC 43-17 DH 36x63 R PG45.odf •
FL5167 R24 C CAC 43-17 DH 36x72 R30(ext.).odf
FL5167 R24 C CAC 43-17 DH 36x74 R50(ext.).odf
FL5167 R24 C CAC 43-17 DH 44x63 R45.odf
I FL5167 R24 C CAC 43-17 DH 53x71 R35(Fin)(Ext.).odf
Quality Assurance Contract Expiration Date •
04/20/2020
Installation Instructions
FL5167 R24 II IN0096 43-17 DH 2X.odf
FL5167 R24 II IN0254-R6 43-17 DH 1X.odf
Verified By: American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
FL5167 R24 AE EvalReoort-IN0254-R6.odf
Created by Independent Third Party:Yes
5167.10 43-17 Profinish Contractor,ProFinish Master,Grand Estates
Contractor and perfeXion Contractor Vinyl Double Hung T-
mulled Twin
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL5167 R24 C CAC 43-17 DH Twin 72x74 R PG45.odf
Approved for use outside HVHZ:Yes 1 FL5167 R24 C CAC 43-17 DH Twin 73x63 R PG35.odf
Impact Resistant: No I FL5167 R24 C CAC 43-17 DH Twin 89x63 R30.odf
Design Pressure: N/A FL5167 R24 C CAC 43-17 DH Twin 96x80 R PG25.odf
Other:96x80(+/-25 PSF),89x63(+/-30 PSF),73x63(+/-35 I Quality Assurance Contract Expiration Date
PSF)&72x74(+/-45 PSF) 10/30/2021
Installation Instructions
FL5167 R24 II IN0099 43-17 DH Twin 2X.odf
Verified By:American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
5167.11
143-35(Two-Step Sill)
16100 Vantage Pointe,Asure,Prism Gold, Grand Estates,
perfeXion Silver Vinyl Double Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL5167 R24 C CAC 43-35 DH 36x72 R30(Ext.l.odf •
Approved for use outside HVHZ:Yes FL5167 R24 C CAC 43-35 DH 44x63 R25(ext.l.odf ••
Impact Resistant: No I FL5167 R24 C CAC 43-35 DH 46x84 R25(ext.l.odf •
Design Pressure: N/A FL5167 R24 C CAC 43-35 DH 48x80 R35(ext.).odf
Other:44x63(+/-25 PSF),46x84(+/-25 PSF),36x72(+/-30 FL5167 R24 C CAC 43-35 DH 52x71 R35(ext.).odf
PSF),48x80(+/-35 PSF),52x71(+/-35 PSF) Quality Assurance Contract Expiration Date
01/24/2021
Installation Instructions
FL5167 R24 II IN0105 43-35 DH 2X.odf
FL5167 R24 II IN0568 S5 43-35 DH 1x.odf
Verified By: American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
FL5167 R24 AE PER3818 43-35 DH.odf
Created by Independent Third Party:Yes
5167.12 43-35(Two-Step Sill)and 43-50 1 VantagePointe 6100,Asure,Prism Gold,Grand Estates,
(Three-Step Sill) {perfeXion Silver Vinyl Double Hung Twin with Transom
Limits of Use 'Certification Agency Certificate
Approved for use in HVHZ: No i FL5167 R24 C CAC 43-35 DH Twin w Transom 73x111 R35
Approved for use outside HVHZ: Yes i jext).odf
Impact Resistant: No FL5167 R24 C CAC 43-50 DH AAMA 450 R35 73x111
Design Pressure: -35'-35 fext.).odf
Other: 73x111 Quality Assurance Contract Expiration Date
01/24/2021
I Installation Instructions
FL5167 R24 II IN0535 43-35 43-50 DH Twin with Transom
2X.odf
Verified By:American Architectural Manufacturers Association I
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party: 1
5167.13 i 43-40 and 43-45 Reflections 5050,Reflections 5300,Prism Bronze,Prism Ultra
Gold Amcraft Grand Estates,Grand Estates Select,6100
VantagePointe,perfeXion Gold Vinyl Double Hung
Limits of Use I Certification Agency Certificate
Approved for use in HVHZ: No FL5167 R24 C CAC 43-40 DH 32x62 R50.odf
https://floridabuilding.org/pr/pr_app_dtl.aspx?peram=wGEVXOwtDgtZM1u87g0KmCtAC9nE0%2bU79Kkee6aKislrieHJS1 Uusg%3d%3d 4/6
7/19/2017 Florida Building Code Online
Approved for use outside HVHZ:Yes FL5167 R24 C CAC 43-40 DH 36x63 R45.odf
Impact Resistant: No FL5167 R24 C CAC 43-40 DH 36x72 R30.odf
Design Pressure: N/A { FL5167 R24 C CAC 43-40 OH 36x74 R50.odf •
Other:36x72(+/-30 PSF),52x71(+/-35 PSF),48x80(+/-35 I FL5167 R24 C CAC 43-40 OH 44x63 R PG45.odf
PSF),36x63(+/-45 PSF),44x63(+/-45 PSF),32x62(+/-50 FL5167 R24 C CAC 43-40 DH 48x80 R35.odf
PSF),36x74(+/-50 PSF) FL5167 R24 C CAC 43-40 DH 52x71 R35.odf
FL5167 R24 C CAC 43-45 DH 52x71 R35.odf
FL5167 R24 C CAC 43-45 waiver to 43-40.Ddf
Quality Assurance Contract Expiration Date
11/04/2017
Installation Instructions •
FL5167 R24 II IN0432b 43-40 43-45 DH 2X.odf
FL5167 R24 II IN0434-R5 43-40 43-45 DH 1X.Ddf ••
Verified By:American Architectural Manufacturers Association 1
Created by Independent Third Party:
Evaluation Reports
•
FL5167 R24 AE EvalReoort-IN0434-R5.odf
Created by Independent Third Party: Yes
G-67.14) 43-50 (Three-Step Sill) 16100 Vantage Pointe,Asure,Prism Gold,Grand Estates,
j i perfeXion Silver Vinyl Double Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No 1 FL5167 R24 C CAC 43-50 DH 32x62 R50(ext).Ddf •
Approved for use outside HVHZ: Yes 1 FL5167 R24 C CAC 43-50 DH 36x63 R45(ext).odf •
Impact Resistant: No FL5167 R24 C CAC 43-50 DH 36x74 R50(ext).odf
Design Pressure: N/A i FL5167 R24 C CAC 43-50 DH 44x63 R45(ext).Ddf
Other: 52x71 (+/-35 PSF),36x63(+/-45 PSF),44x63(+/-45 1 FL5167 R24 C CAC 43-50 DH 52x71 R35(ext),odf •
PSF),32x62(+/-50 PSF),36x74(+/-50 PSF) Quality Assurance Contract Expiration Date ••
01/25/2021
•
Installation Instructions ••
•
` FL5167 R24 II IN0432 43-50 DH 2X.Ddf •
FL5167 R24 II IN0569 SS 43-50 DH 1X.odf
Verified By:American Architectural Manufacturers Association i
Created by Independent Third Party: •
Evaluation Reports
FL5167 R24 AE PER3820 43-50 DH.odf ••
Created by Independent Third Party:Yes 1
5167.15 175-75,75-09,07-75,07-09,07-10 1 Reflections 5500,Prism Platinum,Sears 9300,Generations, j
land 07-20 Impressions 9800,6500 VantagePointe,Amcraft Grand Estates 1
Premier/Premium Plus,Grandura,perfeXion Platinum Vinyl
1 Double Hung
•
Limits of Use Certification Agency Certificate ••
Approved for use in HVHZ: No FL5167 R24 C CAC 07-09-10-20 and 08-09-10-20 •••
•
Approved for use outside HVHZ:Yes Waiver.odf
Impact Resistant: No FL5167 R24 C CAC 07-10 07-20 to 07-09 Waiver.odf •
Design Pressure:N/A E FL5167 R24 C CAC 07-75 DH 48x80 R PG35.odf ••
Other:48x80(+/-25 PSF),53x74(+/-30 PSF),48x80(+/-35 { FL5167 R24 C CAC 07-75 DH 53x74 R PG30.odf
PSF),52x71 (+/-35 PSF),53x80(+/-40 PSF),36x63(+/-50 I FL5167 R24 C CAC 07-75 DH 53x80 R PG40.Ddf
PSF),36x74(+/-50 PSF) i FL5167 R24 C CAC 75-75 DH 36x63 R PG50.odf
FL5167 R24 C CAC 75-75 DH 36x74 LC50.odf
FL5167 R24 C CAC 75-75 DH 48x80 LC PG25.odf i
FL5167 R24 C CAC 75-75 DH 52x71 R PG35.odf
Quality Assurance Contract Expiration Date •
12/18/2017
Installation Instructions
FL5167 R24 II IN0113 73-75 75-09 07-75 07-09 07-10 07-
20 DH 2X.odf
FL5167 R24 II IN0132 SS 75-75 DH 1X.odf •
Verified By:American Architectural Manufacturers Association
Created by Independent Third Party:
IEvaluation Reports
i FL5167 R24 AE PER3821 75-75 DH.Ddf
4 Created by Independent Third Party: Yes
5167.16 ?75-75,75-09,07-75,07-09,07-10 I Reflections 5500,Prism Platinum,Sears 9300,Generations,
and 07-20 I Impressions 9800,6500 VangtagePointe,Grand Estates
Premier/Select,Grandura Vinyl,perfeXion Platinum Double
!Hung H-Mulled Triple
i
Limits of Use i Certification Agency Certificate
Approved for use in HVHZ: No 1 FL5167 R24 C CAC 07-09-10-20 and 08-09-10-20 •
Approved for use outside HVHZ:Yes i Waiver.odf
Impact Resistant: No i FL5167 R24 C CAC 07-75 75-09 07-09 to 75-75 Waiver.adf
Design Pressure: +50/-SO FL5167 R24 C CAC 75-75 DH Triple 109x74 R PG50.Ddf
Other: 109x74(+/-50 PSF) Quality Assurance Contract Expiration Date •
1 09/13/2021 •
1 Installation Instructions •
•
[ FL5167 R24 II IN0060 75-75 DH Triple or Twin 2X.Ddf •
Verified By:American Architectural Manufacturers Association
i Created by Independent Third Party:
i
https://floridabuilding.org/pr/pr_app_dtl.aspx7peram=wGEVXQwtDgtZMIu87g0KmCtAC9nE0%2bU79Kkae6aKislrieHJS1 Uusg%3d%3d 5/6
•
4 I 3 I __2 .,..T.._._..O__.ANCH___. ?T___.____..T__..._.,_.,....a..._._..
31fiv0 5' MI N ANCHOR'� /3EIP RFNSKxts: REH ED BY DATE;
MODEL DESIGNATION; Simonton Double Hung Series 43-35 Vinyl Window Ver 7H 1.25' MIN. EMB. R'
INTO CONCRETE (SEE I ADM)lent.EOM p31.WYE. e.ts. 06/16/15
MAXIMUM OVERALL NOMINAL SIZE: See Size Chart CONCRETE/MASONRY NOTE 10 FOR WOOD)
(BY OTHERS) I r, r15T„ SEE NOTE 2
DESIGN PRESSURE RATING: See Size Chart SILICONE CAUL
(EXT. PERIMETER) 10 WOOD BUCK I' "-
USABLE CONFIGURATIONS: X ,, • (BY OTHERS) �. .
X '` SILICONE CAULK
nem IS (INT. PERIMETER) IX WOOD BUCK
GENERAL DESCRIPTION; The head, sill, and side jambs ore extruded PVC. The wall thickness jai. 1/4" MAX. SHIM (BY OTHERS)
through which the anchor screw penetrotes is a minimum of 0.142". ATANCHORS SILICONE CAULK
i� CONCRETE/MASONRY (INT. PERIMETER)
(BY OTHERS)
' 1/4" MAX. SHIM
1 t8" MAX. SIZE CHART r i� F I Ap AT ANCHORS
e fi" {-1 _ -I O.C.O. TYP, r — 6' OVERALL SIZE I 4X SCALE aft WITHT11,25" MIN. EMB. s
I I I I NADTH HEIGHT DP RATING INTO CONCRETE(SEE11111°
I� _NOTE 10 FOR WOOD) •"W—H" MIN. EDGE 0I5T.. SEE NOTE 2 �'�,�.LL
_, <1 ........ti 44" 63" ±25 PSFSILICONE CAULK
to t 46" 84" i I (EXT. PERIMETER)
1/4" MAX. SHIM
`;X 36" 72" t30 PSF (BY OTHERS) 1 JAMB
48" 80" A.' 4X SCALE
PECORA PSF PECORA 896 896
'<T7 w� �--T 52" 71" STRUCTURAL GRADE eaill STRUCTURAL GRADE
SILICONE CAULK SILICONE CAULK
1111"` a 1X WOOD BUCK
tis CONCRETE/MASONRY (BY OTHERS)
i (BY OTHERS)
w m
a --• h
or �. �.__.."}- I SILL
—I, t4 I 4X SCALE
lir _ I T- NOTES:
wy ^_$ I i. This installation hos been evaluated for use in locations adhering to the Florida Budding Code and where design pressure requirements as determined by
ASCE 7 Minimum Design Loads for Buidings and Other Structures do not exceed the design pressure ratings listed herein, for use outside the H.V.H.2.
cr e ' 2. For installation where the sub-buck Is lest than 1 1/2"(FeC chapter 17 Anchorage Methods) Topton type concrete anchors must be used and the ength
aO must be such that a minimum 1 1/4" embedment of the Topoon into the concrete or concrete block is obtained.unless otherwise noted. Anchors should
of be a minimum of 2 1/2" from the edge of the concrete.hollow block CMU,or concrete block.
Z -...Tt J. All interior and exterior perimeter sorfaaes of the window must be caulked.
N4. Adjust Tapson anchor locations. If necessary, to maintain a minimum of 2.0"clearance from mortar joints.
5. When the optional head expanders ore used, the INSTALLER MUST ADJUST the anchor lengths to maintain the requires minimum embedment into the
..w.T substrate.
6. Anchors shall be specified and spaced os shown. Anchor embedment to base material shall be beyond wall dressing or stucco and into wood or concrete.
7. Wood bucks(by others)must be engineered and anchored properly to transfer loads to the structure. Bucks shall extend beyond interior face of frame such
that full support of the frame is provided.
8. Follow ITW Tapson anchoring instructions.
9. The rrspons8lity for selection of Simonton Products to meet any applicable local laws.buIding codes,ordiances. or other safety requirements rests solely
with the architect, building owner,or contractor.
i0. For woodbuck substrates, use #10 wood screws with 1 4/2'min. embedment Into wood,unless otherwise noted. Screws should be o minimum of 3/4" from
A the edge of the wood, A
II. A. Concrete compressive strength w 3000 PSI at 28 days.
is B. Concrete Masonry Units shall conform with strength requirements of ASTM C90.
( G Wood Minimum Specific Gravity w 0.55
12. Shims ore optional. Max. shim stock is 1/4".
"W" MAX. OVERALL FRAME WIOTH 13. When using a 3/16'd Topton or #10 wood wee through the window home,pre-drill the lora hole of specified Instdlotion screw locations.
14. When used in areas requiring impact protection, this product REWIRES the use of approved impact resistant shutters or other external protection.
V4tllillllrfyr 15. Flashing should be applied using the ASTM E 2112 method appropriate for the opening into which the window is being installed.
VVtt S F n rv', 16. Glaring shall comply with ASTM E 1300 according to Rondo 9tlinq Code.
Q R� ( 4AIEWAL: .pRAw4NO Na.
.. s�• ( Mal MURK KT TEzseT __. /� 6 1 IN056,8 1
�`?�.'yl� v�O TM*document h ane property of Simonton*&bows,which 1 n "�� okeensionq Tolerances ��S l MQN TON"BiWitrit
�/ retain*ere pfoprietmy one other rights to tta meject matter. nnaj alum Ohbtreiee Specified TAP. 09/10/14
''Ne / 7� This on teat
h pa sto to the recipient on the a stratia ALLOY a TEMPER: I( hrri.wv zrc i
Z *tel, andel.that It Y not to be dedoeed,repreduad h sepe i'enmattee WV 3n3I3 �` BY:TfA
.'psy part,ear u.go In car noon..4.1h the oto monufecrure or Man; VauuE. Ostend■ Andes
Digitally signed by Hermes F.Norero,P.E. • .r : e 3r?a w =I'of gena ear myons than uesa,ten wedo.+ 4ru Er IsHtI AppRvo err.TSAtE:
O y:,'•,et ` It4w1 ice count rerirk.Um goes not lkrut the Mi a ARIA: FEKINETC� x t.03 FIT 1 i of t
Reason;l am approving this document 4 >s_. rocbient•e now to uuize Information oontowor b Dila .int: of o• 30 m n. SERIES
n9 i ew4dn.EV. % : document which h properly ebloiied tram another wise. .XXX t.005 43-35 COWIE SUNG
Date:2015.06.24 07:55:01-04'00' � CrNAt-. VVi�'" htest twEA»ENT: Iter:
t I r'Ayrf NAA-ytVtV FRF:IN05611 I 2 1 Id BUCK INSTALLATION
•
REV. REVISIONS RENSED BY: DATE-
NO P.C. SEAL REQUIRED
MODEL DESIGNATION: Simonton Double Hung Series 43-35 Vinyl Window INSTALLATION SUPPORTED I UPDATED SIZE PER TEST REPORT 09924.01. t.DD. 01/04/10
BY AAMA TEST REPORTS 2 UPDATED SASH-JRAMEZ'ODE.'RAMS AND LOB. 03/23/12
MAXIMUM OVERALL NOMINAL SIZE; See Size Chart ,SIZES PER NEW TESTING •
3 ADDEO SON.EDU DISTANCE NOTE Ines 6/16/13
DESIGN PRESSURE RATING; See Size Chart • • .
USABLE CONFIGURATIONS; X
X S€UCONE 2X BUCK
CAULK _
GENERAL DESCRIPTION: The head, sill, and side jambs are extruded PVC. The wall thickness
through which the anchor screw penetrates is o minimum of 0.070". SILICONE CAULK
♦ .` 1/4' MAX. SHIM
`
SILICONE CAULK
—"' .._ 4 p'a
i0 HEAD 1 4X SCALE 2X BUCK 1/4" MAX. SHIM
1 #8 X 2 1/2" MIN. WOOD
SCREW WITH 1.50" MIN.
1/4" MAX. SHIM v.-,0-
6
-.
I- f • a EMBEDMENT INTO WOOD A I 1yy
6 v \ J - SILICONE CAULK MIN EDGE DIST., SEE NOTES.
MI) ' *
w SILICONE r.
a CAULK SILICONE CAULK-�
a
2X BUCK--
J
cc t JAMB
o /i SILL 4X SCALE
IQ 4X SCALE
X
K
2
NOTES;
X 1. This installation has been evaluated for use in locations adhering to the Texas & Florida Building Codes and where pressure
requirements as determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the design
pressure ratings herein, for use outside the H.V.H.Z.
2. All exterior perimeter surfaces of the window must be coulked. Interior caulking is optional unless noted otherwise.
T 3. Anchors shall be as specified and spaced as shown. Anchor embedment to base material shall be beyond wail dressing or
stucco and into wood.
--- ^^- 1 4. The responsibility for selection of Simonton products to meet any opplicable local lows, 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".
Q 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
"W" MAX. OVERALL FRAME WIDTH external protection.
8. Flashing should be applied using the ASTM E 2112 methodology appropriate for the opening into which the window is being
installed.
SIZE CHART 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.
OVERALL SIZE 11. Glazing shall comply with ASTM E 1300-04.
WIDTH HEIGHT DP RATING /v
'Yr'H" n+snosw sielsi KT �A� j/�JS[MONTONNAL ' A€.N0 65' 3
46" 84" Th€e doeum661 to the proprty of Swanton.Indo..,.411th NS miss, Dimensional Toferxno.s FQ/ , , n „ " • OttA BY: DATE:
±25 PSF retoh.oil proprietary and other reins to Its subject matter. E ��a t.>� t)OIOB Otherwise Sosc:r� aL.s, +t a(06
This document it h provided to IM recipient on the.spr..eed ALLOY 4 TEMPER. 1<1shrenc Aw,awc .. .......__......
44" 63" NEGtEE er:bA '
tanatian that is not to be asae.e0.repoduced.+.nae or Prn..Mmi,WV.'64IS
port.nal used in conjunction.ITh the design.motufoctre et 4t3CHT: SOIlleu Decimals Angles
36" 72" 130 PSF poY f good.fa a. uer fnan 5s niton is neaee SCALE: ��E T: APPR'JD Br:DATE:
repo+r t R.cone0M. tltM,.el$ctw,don nal Noll ue ,x 2 .03 FIT I i of 1
�l0tw SURFACE ARCA: METER: SER
46" BD" ncWertt s rignl.to uUite 0000w.InfolnoTkes oentestea r this .XX e .01 o' 30 m;n. 43-35 DOUBLE HUNG
±35 PSF docwoott.4.5 Is propMy*Wad from another tours. �TInSH TREArKENT: ,XXX* .005
52" 71" va,
ikE,IN0105 24 6401 INSTALLATION(45 TESTED)
•
3r6 e TAPCON ANCHOR Wit pFN5065 nfNsfD eM. tMTF::
MODEL DESIGNATION: Simonton Double Hung Series 43-50 Vinyl Window INTO 1,25" MIN EMB.
INTO CONCRETE (SEE , SOX MN.5015 0151.Nol6 B.J.S. 06/11I/15
MAXIMUM OVERALL NOMINAL SiZE: See Size Chart NOTE 10 FOR WOOD)
I . hS .ST,. SEE NOTE 2
CONCRDESIGN PRESSURE RATING: See Size Chart (BY OTHERS)
CLARY
SILICONE CAULK (BY OTHERS)
(EXT. PERIMETER) TX WOOD BUCK
USABLE CONFIGURATIONS: X 111111, .� (Br OTHERS)
x .�, SILICONE CAULK
8111I11� (INT. PERIMETER) TX w0(X)BUCK
GENERAL DESCRIPTION: The head, sill, and side iambs are extruded PVC. The wall thickness SW J 1/4' MAX. SHIM (BY OTHERS)
through which the onchor screw penetrates is a minimum Of 0.142". al. AT ANCHORS SIUCONE CAULK
!. i1 CONCRETE/MASONRY (INT. PERIMETER)
I (BY OTHERS) 1/4" MAX. SHIM
? AT ANCHORS
_ 1s" MAX. S2E CHART HEAD 3/T6'0 TAPCON ANCHOR
B 6"1_, I O.C. TYFe. r (----r 6' OVERALL SIZE 4X SCALE AITet 1.25" MIN. EMB. I�• s
} f ' ! WIDTH HEIGHT OP RATING INTO CONCRETE (SEE Ir
"1ff" •`y'" MIN. EDGE 01ST105E R NM/01E002)
OTE 2 �.�•
``il�i.�
_" 4 52" 71" *35 PSF —�
"'- _._........._.,.....,-__.,,... _._.._,__....._.,,_._,_..__ SILICONE CAULK
o t. 36" 63" '1 1/4'MAX. SHIM (EXT. PERIMETER)
*45 PSF (Br OTHERS)
"X 44" 63" (� 1 JAMB
ev 2 36" 74" I 3"� PECORA 898 4X SCALE
..��- -- t50 PSF /-STRUCTURAL GRADE
(/ } PECORA 896 ...am / SILICONE CAULK
V l }) I 32" 62" STRUCTURAL GRADE ` TX W000 BUCK
SILICONE CAULK
z (BY OTHERS)
xFM= CONCRETE/MASONRY
ulo i (BY OTHERS)
.
z „�...._.....J.. '�
a 1 I (1) SILL
— ( 4X SCALE -
• - - - i�T NOTES.
--. i r..� i 1 I. This installation has been evaluated for use in!motions adhering to the Florida Building Code and where design pressure requirements as determined by
Cr �"' I 1n ASCE 7 Minimum Design toads for BUDdings and Other Structures do not exceed the design pressure ratings listed herein, for use outside the H.V.H.T.
Li to 2. For installation where the sub-buck Is lees than 1 1/2" (FBC chapter 17 Anchorage Methods) Topcon type concrete anchors must be used and the length
Z Ci must be such that o minimum I 1/4' embedment of the Topcon into the concrete or concrete block is obtained, unless otherwise noted. Anchors should
et be a minimum of Z 1/2" from the edge of the concrete. hollow block CMU, or concrete block.
i \x 3. Ali Interior and exterior perimeter surfaces of the window must be caulked.
ry 2 4. Adjust Topcon anchor locations, if necessary, to maintain a minimum of 2.0"clearance from mortar joints.
5. When the optional head expanders ore used, the INSTALLER MUST ADJUST the anchor lengths to maintain the required minimum embedment into the
--" .---T
—T Substrata,
1 6. Anchors shall be specified and spaced os shown. Anchor embedment to base material shall be beyond wall dressing or stucco and into wood or concrete.
7. Wood bucks(by others)must be engineered and anchored properly to transfer loads to the structure. Bucks shall extend beyond interior face of frame such
that full support of the frame is provided.
6. Follow ITW Topcon anchoring instructions,
9. The responsibility for selection of Simonton Products to meet any applicable local laws, building codes, ordinances. or other safety requirements rests solely
w- with the architect, building owner, or contractor.
10. For wood Duck substrates, use g10 wood screws with 1 1/2"min. embedment into wood,unless otherwise noted. Screws should be a minimum of 3/4"
A from the edge of the wood. A
11. A. Concrete compressive strength w 3000 PSI at 28 days.
m B. Concrete Masonry Units shall conform with strength requirements of ASTM C90.
a C. Wood Minimum Specific Gravity w 0.55
12. Shims are optional. Mao. shim stack is 1/4',
'W" AX. OVERALL FRAME WIDTH IS, When using o 3/16"0 Topcon or /TO wood screw through the window home, pre-bill the thru hole of specified Installation screw locations.
14. When used in areas requiring Impact protection, this product REOUIRES the use of approved impact resistant shutters or other external protection.
`000111 gryryr/, 15. flashing should be applied using the ASTM E 2112 method appropriate for the opening into which the window is being installed.
?,V �S F nn[Q.' 16. Glazing slwtl comply with ASTM E 1300 according to the Florida Building Code.
tt , l r+C s� MATEleA1'. �y�//jjj �4• AWNG Na.: pay.
�,,R,, cn¢ aquas STA1TLFNT �SIMON TON' 8 INo569 1 t
�� ikh docv meet in Dui property of Simonton Window*.whim Dir ens a a TONronus DATE:
7 None tli proprietary dna other'Ills to Its subject matter. epi Hiniex Otherwise Soor,ln.d rot. 09/10/14
* �`Ne , 77�r This document h presided to the reoipiet the .pressed ALLOY t KW I t trema Mellor 0141.0d0 11Y:0Alt.
.1'" �ronditbn toot It h not to It.dbdoee4 sModu4ed n Mtle or Pani Isco.VA'3,113
'a :Y Ufa JP's f. r'porof ern es conjunction
oee)m tic"with tne ebw design.r on"WMore o wen %OUIME. OsotnW. Ands SCALE ET, APPRVD by DATE:
Digitally signed by Hermes F.Norero,P.I is • - :; `., ., ,,wool+e consent Teas reet,ctien does not knit a,. X X,w nT 'of'
Reason:I am approving this document "7O... t • „:.• b.• reeip1w,11 right.to.u....ink."-u-ooeto-d n 1Me 5tXirACE AREA: "O 'Din .XX.E 01 0' 3o role SERIES
PP g : deearlrri• eeaxw.nt.mien a wwwly obtained ham another.ane... .XXX*.005 43-50 DOUBLE HUNG
Date:2015.06.24 07:51:56-04'00' re• r,��u'""h $.115 I e9asi 31�AnENT: 7111.r:
/A� ()NAL 4,.% tnLE:ei0509 1X BUCK INSTALLATION
4 1 '4,11110," 3 I 0 I 1
•
REv' REVISIONS: REIRSED 65. DATE
NO P.E. SEAL REQUIRED �'
MODEL DESIGNATION; Simonton Double Hung Series 43-50 Vinyl Window INSTALLATION SUPPORTED 2�ANp sREs mow iL3T'REpt9trT�/rsgg2s.at• T.DD. 21/04/to
BY AAMA TEST REPORTS 3 fLOSA6pS` AtiD t.0.o. 03/03/n
MAXIMUM OVERALL NOMINAL SIZE: See Size Chart UPDATED SIZES
4 UPDATED sacs PER NEW TEsmw, TDD. 04/02/11
QE.SIGN PRESSURE RATING: See Size Chart s A00E0 NOTE wt TES O. 01/10/12
'CHANCED SASH-xPAIFE CODERAAIE
V..SA.Bt..E.....C.ONF.QOATt.ONG._ x ,. .._.... a T.D.O. 02/23/12
PROfIEfS AND SIZES PER NEW TES4NG
x StUCONE 2X BUCK 7 ADDED MIN.EDGE 01ST.NOTE BaS. 0e/17/15
CAULK
GENERAL DESCRIPTION: The head, sill, and side jambs ore extruded PVC. The wall thickness
through which the anchor screw penetrates is a minimum of 0.070". 1,r - i SILICONE CAULK
& 1/4" MAX. SHIM
r
AM 1
Mr
1 SILICONE CAULK
HEAD 2X BUCK- i!/ 1/4' MAX. SHIM
ri
4x SCaLE ir0 /8 X 2 t/2"MIN. W000 SCREW WITH 1.50" MIN.
EMBEDMENT INTO WOODMIN. EDGE DIST.. SEE NOTES T •'� ht,6 0 I I.:. M'It t•
1/4" MAX. SHIM SILICONE CAUU(
3 _ ,,,,,„ -.;..�,._ SILICONE CAULK
4 I'�SILICONEre
JAMB
d CAULK 4X SCALE
a
cc
2X BUCK----
dXft
$ILL
4X SCALE
NOTES:
1. This installation has been evaluated for use in locotians adhering to the Florida Building Codes and where pressure
requirements as determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed
the design pressure ratings herein, for use outside the H.V.H,Z.
2. All Interior and exterior perimeter surfaces of the window must be caulked.
*31 io 3. Anchors shall be as specified and spaced as shown. Anchor embedment to base material shall be beyond wall
1 dressing or stucco and into wood.
4. The responsibility for selection of Simonton products to meet any applicable local lows, building codes, ordinances,
or other safety requirements rests solely with the architect, building owner, or contractor.
d 5. Shims are optional. Max. shim stack is 1/4".
6, Wood bucks (by others) must be engineered and anchored properly to transfer loads to the structure.
-----'W" MAX. OVERALL FRAME WIDTH 7. Screws should be a minimum of 3/4" from the edge of the wood.
8. When used in areas requiring impact protection, this product REQUIRES the use of approved impact resistant
shutters or other external protection.
9, Flashing should be applied using the ASTM E 2112 method appropriate for the opening into which the window is
SIZE CHART being installed.
OVERALL SIZE 10 Installation screws must be at least 3/4" from the edge of the wood..
11, Glazing shall comply with ASTM E 1300-04.
WIDTH HEIGHT DP RATING
"Wr "N" as nwIR0 STAtfMFH1 f7RT /`,c 8 AIN0�432 17
52" 71" 135 PSI ell document is the property of Simonton Tdrtdo..,.rich this FINISH. Dimensional Tolerances SI],()TJ TON`!4� o ,t „ i �tA 0 DATE:05
+Stain•oil proprietors ane other 15h1s to its subject motto. E pmt Nagy ttaism almatis..So•cifae T.O.D. OS 4/Og
this document is provided to the recipient on the enoreseed ALLOY$KFITI: I(,xhrenc.tows ,..... .__9T:oA .._............
36" 63" cwdNion mot it is net to bo disp.sed.rpraaad N.nth.a Pcon.M,m.\FI'_MI5 blEikED bY:OA
145 PSI part,nor wed h conjmon ivottan ethe design,manufacture
44" 63" repair of good.for alma area anon Simonton iwndoes atom: .0131.1)14: Oeicenals Angles SCALE: �lE�T• APTgtJD DT: DATE
32" 62" without its convent. this restriction does not Herta the .o* .03 SERIES PT I Of I
r•o gNnt•rig.ts to uUtt•Information canton•.)in this ��'ict' A' .XII* .01 0' 30 mei.
150 PSF document.hien 4 properly*towed from another source. ..XXX* .045 43-50 DOUBLE HUNG
36" 74" fxaat TREATMENT: 'TITLE:
rtz w0433 20 Supt INSTALLATION TAS TESTED)