HomeMy WebLinkAbout106 Sweet Gum Ct 11-293 (window replacement)Application No:.
Job Address: AV MU141-4
Parcel lD: /" Y% 'Dg;_"
Description of
1 q41 vn_
CITY OF -SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Documented Construction Value:
OW 32%73 Historic District: Yes No
W
Zoning:
Plan Review Contact Person: QOAAX - & Title:
Phone: qp7-,89-`r`3$3 Fax: -Z E-mail: 6X_
Property Owner Information
Name.. j IIQyn•S Phone:
Street _ f alaW(n `( u +`1 Vt • Resident of property?
City,;Stat e,:Zip: n h. 37,77.3
Contractor Information
Name FAS W0 5eo4+ A. yav44 Phone: 07-y8q_%g3
Street: 3OZ0 , SLt F Fax: %T " (P6 -Z
lity, State Zip: Lf Z,>0809 State License No.: GC C 1, 187-4 Z
Architect/Engineer Information
Name: A Phone:
Street: Fax:
City, St, Zip: E-mail:
Bonding Company: Mortgage Lender:
Address: Address:
f j ItA
Building Permit
Square Footage:
No. of Dwelling Units:
Electrical
New Service — No. of AMPS:
PERMIT INFORMATION
Construction Type:
Flood Zone:
Iechanieal (Duct layout required for new systems)
No. of Stories:
Plumbing
New Construction - No. of Fixtures -
Fire Sprinkler/Alarm No. of heads:
s
plication is hereby made to obtain a permit to do the work and installations as indicated. I certify that no
irk 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 C
must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and
air conditioners, etc.
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.
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.
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. A copy of the executed'contract is required in order
t- calculate a plan review charge. If the. executed contract is not submitted, we reserve the right to calculate the
an review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied 6your permit fees when the
permit is released.
i _-4 ---. ( n" 10'1(0.2010
Signahl of Owner/Agent Date
Print Owner/Agent's Ninxe -
c,A 000
Signature of otary-Sta e o Flo Date
ROGER ANDREWS
MY COMMISSION B DD 851991
2013
Owner/Agent is Pe
P REs;bNftWry tunterg
Produced ID
APPROVALS: ZONING: 0A )1240JO UTILITIES:
OMMENTS:
rj
Rev 11.08'"
Signature of Contractor/Agent Date
Print Contractor/Agent's Name
Signature of Notary -State of Florida Date
ENGINEERING: FIRE:
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
WASTE WATER:
BUILDING: ("/,-0//0
LIMITED POWER OF ATTORNEY
Date:
I hereby name and appoint ?1' to be my lawful attorney in fact toPP
act for me and apply for a 6W IA permit for work to. be, performed at the
location described as:
Ay SiJelell W
Address of Job)
Owner of Property)
And to sign my name and do all things essary to th' appointment.
Signature of Certified Contractor)
Printed Name. of Contractor and Ycense.umber)
STATE OF FLORIDA
COUNTY OF Qr-
The foregoing instrument was acknowledged before me this ;?Q day of N6 / ,
20 10 by 6 A. 1/a 04,0U who is ersonally known to me or has
produced (type of identification) as identification.
NOTIM PUBLIC -STATE OF FLORIDA
Signatur of Notary P ic, State of Florida
Terence G. Muldoon 11
0Commission # DD887537
Expires: AAA D13
BONDED TIIRU ATLANTIC BONDING CO., INC.
Print/Type/Stamp Name of Notary Public
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
P .E.Li ID "T -AIL r;
DAVID JOHmsom CFA. ASA
PROPERTY
r
SEMINDLE,66UNTY.FL
1101 E FITST
6ANF040i.FL32771-1468
407.- 665...7508..
v
VALUE SUMMARY
VALUES
2011 2010
Working Certified
GENERAL Value Method Cost/Market Cost/Market
Parcel Id: 11-20-30-508-0000-0180 Number of Buildings 1 1
Owner: WILLIAMS JONATHAN D & LAURA C Depreciated Bldg Value $59,117 62,555
Mailing Address: 106 SWEET GUM CT Depreciated EXFT Value $0 0
City,State,ZipCode: SANFORD FL 32773 Land Value (Market) $18,000 18,000
Property Address: 106 SWEET GUM CT SANFORD 32773 Land Value Ag $0 0
Subdivision Name: HIDDEN LAKE PH 3 UNIT 4
Just/Market Value $77,117 80,555
Tax District: S1-SANFORD
Portablity Adj $0 0
Exemptions: 00 -HOMESTEAD (2008)
Save Our Homes Adj $0 0Dor: 01 -SINGLE FAMILY
Amendment 1 Adj $0 0
Assessed Value (SOH) $77,117 80,555
Tax Estimator
2011 TAXABLE VALUE WORKING ESTIMATE
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund $77,117 $50,000 27,117
Amendment 1 adjustment is not applicable to school assessment) Schools $77,117 $25,000 52,117
City Sanford $77,117 $50,000 27,117
SJWM(Saint Johns Water Management) $77,117 $50,000 27,117
County Bonds $77,1171 $50,0001 27,117
The taxable values and taxes are calculated using the current years working values and the prior years approved millage rates.
SALES
Deed Date Book Page Amount Vac/Imp Qualified
WARRANTY DEED 07/2006 06338 0364 $204,900 Improved Yes
QUITCLAIM DEED 04/2005 05769 0537 $100 Improved No 2010 VALUE SUMMARY
WARRANTY DEED 06/2003 04897 1315 $110,000 Improved Yes 2010 Tax Bill Amount: 809
WARRANTY DEED 02/1998 03378 0782 $67,500 Improved Yes 2010 Certified Taxable Value and Taxes
DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTSSPECIALWARRANTYDEED11/1990 02277 0332 $62,900 Improved Yes
WARRANTY DEED 11/1990 02277 0331 $60,500 Improved Yes
WARRANTY DEED 01/1984 01519 0985 $51,800 Improved Yes
Find Comparable Sales within this Subdivision
LAND LEGAL DESCRIPTION
Land Assess Method Frontage Depth Land Units Unit Price Land Value PLATS: Pick;
LOT 0 0 1.000 18,000.00 $18,000 LEG LOT 18 HIDDEN LAKE PH 3 UNIT 4 PB 28 PGS 1 & 2
BUILDING INFORMATION
Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value .
Est. Cost
New
Building
Sketch
1 SINGLE FAMILY 1984 6 1,149 1,533 1,149 EW CONCRETE BLOCK $59,117Sket 66,424
Appendage / Sqft GARAGE FINISHED / 329
Appendage I Sqft OPEN PORCH FINISHED / 55
NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base
Semi Finshed
Permits
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes.
Ifyou recently purchased a homesteaded property your next ear's property tax will be based on JusUMarket value.
http://www.scpafl.org/web/re-web.seminole-county-title?parcel=l 1203050800000180&c... 11/2/2010
ORLANDO OFFICETAMPA OFFICE
4210 L.B. McLeod Road, Suite 101
n
7703 Anderson Road
Orlando, FL 32811 Tampa, FL 33634
Tel: 407-770-0184(/, WINDOWS & DOORS Tel: 813-514-9490
Fax: 407-770-0187 ",A I rL www.faswd.com Fax: 813-514-9496
FL Lic. # FLC2GC 14518'2112
Name30Ap,}Crv \,11aTiX1 Tel#H:3Z(-30--Su/Tel#C:
I/We, the owner(s) of the premises described below, hereinafter referred to as "Buyer" offer to contract with FAS Windows & Doors, hereinafter referred to as "FASWD", to famish all materials listed
Wow for use at the p mixes located at:i y I1 n
ro G 14n 1- /I I
V1
txla,
tFnsmtl ['Pick -u GDelivery only
BUYER: Dale
I J 11 li.— - 10.1co-Z010
Brand) 1'af SAL _/__ Windows Bound) Doors
Model#/Name
1 1
Model#/Name r11,,o CCJVI'I`-TSII/
Color: Ext lot
11''
Color: Ext LJ Int W WT
Type: L Patio Door DEntry Door ElOtherType: oDH_ esti .2 -LR— .3 -LR—
DPW_ oCase_ oAwn_ Jamb Dcpth(s):
Hardware Type(s): Interior Trim: oNo Dyes Description
Glass: oMixed Glass oClear oBronze DLowE °Gmy oLowE 366 Glass Style(s):
Sil Vfhreshold Type: Casing(s): DOBSI/2 Qty_oOBS Full Qty_
olmpact Glass Qty_ laminated Qty Lock: Double Bore ['Single Bore Multi -Pt Lock
o l'empered* Qty DOther UPatio Door UKeyed Keyed Alike
NOTE: Tempered glass will be installed to meet building codes Interior frim: []No Yes Description
Screens: oFull -,Arffarf oNo Screens oRetractable DTmscene Standard Screens Full Half UNo Screens Retractable UTmscene iJStandard
Grids: ttIV.—oYes Style: c(Fop oFull oBottom Grids: No Dyes Style: UTop DFull Bottum
Grid Configuration Grid Design Grid Confieuntion Grid Design
D Divided Light w/ Spacer Colonial U Divided Light w/ Spacer Colonial
D Divided Light w/o Spacer Prairie D Divided Light w/o Spacer UPrairic
Fine Light (between glass) uDiamond 71 Fine Light (between glass) Diamond
D Interior Snap -on Permanent ocustom 1 Interior Snap -on Permanent Custom
D Exterior Permanent Mount 1 Exterior Permanent Mount
Grid Pattern Grid Pattern
Grid Profile
D Sculpted °
Grid Profile
J Sculpted U
o Flat
Grid SizeDOther:
oStandard Width
i] Flat
Grid Size
U Other:
UStandard Width
Other: U Other:
NOTE: Andersen grids arc made of a composite when prefinished NOTE: Andersen grids are made of a composite material when prefinished. material
Special Instructions: I [) C \ "f V -•fir ,Y' \ p Wi V"'f V \ \•^-
According to the following specifications: (If Pick-uoor Delivery. Numbers 1-7 DO NO' f APPLY)
I. FAS will remove and dispose of existing units to be replaced. (Note: Removed units and trim may be damaged.)
2. The Buyer is asked to prepare the openings as necessary to receive replacement window units - window area must be cleared of blinds, shutters, or any other obstruction and ready for replacement
windows/doors to be installed.
3. No finish work other than normal installation is to be done unless otherwise noted below. (FASWD is NOT responsible for removal and reinstallation of window dressings, blinds, and alarm
contacts.)
4. Completed work will be to industry standards. Installations arc provided based on manufacturer's specifications.
5. FASWD will clean upjob-related debris and assistBuyer with application of necessary permits.
6. If applicable, in the event that FASWD is unable for whatever reason to obtain the proper permits prior to the commencement of any work, FASWD shall refund any previous payment and this
transaction shall be automatically cancelled.
7. FASWD isnot responsible for the removal and reinstallation of alar contacts or equipments.
8. FASWD is no[ responsible for completion dates or manufacturer material arrival times - all dates provided are estimates.
9. FASWD DOES NOT paint or repair any type of stucco.
10. FASWD is responsible for calling the permitting office for the final code inspections. FASWD will coordinate inspection scheduling with the homeowner. If there is a re -permitting fee due to the
inspector nothaving access to the property, FASWD will not be responsible for the re -pitting fee. erm
1 I. FASWD is not responsible for, and cannot be charged for, the Buyer removing manufacturer's stickers from a window before final code inspection. If stickers are removed prior to inspection, the
Buyer is responsible for the purchase of new windows. The law states that the manufacturer CANNOT send stickers separately due to possible code violations.
12. When FASWD has not performed the final measure at the jobsite, the Buyer will be held responsible for the improper size of a window or door. There will be no returns if FASWD has not
measured the existing opening; the units ordered are custom sized.
13. FASWD assumes no responsibility for work performed by non-FASWD contractor or homeowner.
14. After fifteen (15) business days of FAS receiving product in the warehouse and the Production department contacting the Buyer to schedule installation, Buyer will be charged a storage fee of $15 a
day until installation is scheduled and window units have been shipped to the jobsite.
All "rut "ngs and agreements15. Please read the following bold type and initial corresponding line. Verbal understandings and agreements with representative shall not be binding. Adi
i umustbesetforthinwritinginthisContract. 1 understand and recognize all terms and conditions within this contract and wit complete
understanding. Buyer initi
NOTE:HL WARRANTY PROVISIONS AS STATED ON THE REVERSE" HAVE BEEN EXPLAINED AND VWE UNDERSTAND THEM FULLY. ADDITIONAL
PROVISJONS AND WARRANTIES ARE STATED ON THE REVERSE SIDE AND ARE PART OF THIS CONTRACT.
The TOTAL PRICE for all .e-t"or &..eri7rferials (including any applicable discount) is SUB TOTAL:
Terms: U Credit (Subject to the approval of the Credit Department)
Credit Approval Code: TAX (DELIVERY OR PICK UP ONLY):
U Cash (Final Payment payable to Installer upon completion) DEPOSIT REQUIRED: <=>tl yJ
BALANCE DUE: -)A -11 . • ( )
If this is a credit transaction, the agreement credit is contame m a separate d ument which is incorporated herein by reference and made a part hereof. IN WITNESS WHEREOF Buyer(s)
have hereunto signed their name(s) this day of 20nd acknowledge receipt of a true copy of this Contract and unless otherwise specified, it is understood that the
Buyer is ready for work to begin.
You, the Buyer(s), may cancel this transaction any time prior to midnight of the third day after the date of this transaction. Signature affixed below acts as a receipt that buyer(s)
received appropriate cancellation forms. See reverse side for details.
FA&Windom & Doors BUYER
S MI'fTGD BY: kepres t Date
G APPR EU BY: S Marg,, Dais
N
S
I
BUYER: Dale
I J 11 li.— - 10.1co-Z010
G BAYER:V Date
N
Buyer(s) understand that this document does not constitute a valid and binding Contract for any purpose until and unless it is signed and accepted by an authorized representative of FAS Windows
and Doors. Buyer agrees to pay the FASWD all costs of enforcement or collection including reasonable attorney fees whether or not a lawsuit is commenced as part of the collection process. This
Contract and the agreement for credit, if any, shall constitute the entire agreement between the parties, which entire agreement and specifications shall not be altered or modified except by written
agreement between the parties hereto.
IN THE EVENT THIS CONTRACT IS NOT ACCEPTED BY FASWD, ANY PAYMENT MADE HEREUNDER SHALL BE REFUNDED TO TRE BUYER(S) AND THE
CONTRACT SHALL BE NULL AND VOID AND OF NO EFFECT. FASWD IS NOT RESPONSIBLE FOR EXISTING STRUCTURAL DEFECTS, DRY ROT OR CODE
VIOLATIONS, REPAIRING, PLASTERING, CARPENTRY AND/OR DECORATING ARE NOT INCLUDED UNLESS SPECIFICALLY CHARGED FOR AND SPECIFIED IN
WRITING HEREIN. -
Page _Lof-
White Copy (Office) Canary Copy (Production) Pink Copy (Buyer)
Wo #- 11110 Fr7"- I (x) tjok-- r -Q 6'C't
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Flofida Building Code Online rl
ir E R M I T Page 1 of 7
BCIS Home Log In User Registration I Hot Topics I Submit Surcharge j Stats & Facts Publications FBC Staff i BCI
Product Approval
USER: Public User
Product.._A.p_prova.l__Menu. > Prod_uct._..o..r._Applica...tion._Sea..._rch > Applica.t on.._Ust > Application Detail
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
FL5414-R4 / /rD
Revision
2007 Pr A,\4i601
Approved
5
Simonton Windows
1 Cochrane Ave
Pennsboro, WV 26415
800) 746-6687 Ext 4825
patricia_robison@simonton.com
Patricia Robison
patricia_robison@simonton.com
Patricia Robison
1 Cochrane Dr
Pennsboro, WV 26415
304) 659-2903 Ext 4825
patricia_robison@simonton.com
AAMA
1827 Walden Office Square
Suite 550
Schaumburg, IL 60173
847)303-5664
webmaster@aamanet.org
Windows
Single Hung
http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtHJPwMo6eHrmRpFq O4NXGpgHX... 12/30/2009
Florida Building Code Online Page 5 of 7
I Created by Independent Third Par
5414.10 43-06 43-06, sold under the following me
@ Home Services 6060, Profinish E
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL5414 R4 C CAC 43-06 SH 36x
FL5414 R4 C CAC 43-06 SH 44xApprovedforuseoutsideHVHZ: Yes
FL54_14_R4C..._CAC_43-_06. _SHImpactResistant: No
Design Pressure: +35/-35
5.2x
Quality Assurance Contract Exp
Other: Single Hung, 44x63, 36x74, 52x71 01/15/2013
Installation Instructions
FL5414_R4 I I_I N 0160._pdf
Verified By: American Architecturz
Association
Created by Independent Third Par
Evaluation Reports
Created by Independent Third Par
5414.11 43-06 43-06, sold under the following me
Home Services 6060, Profinish E
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL5414 R4 C CAC 43-06 SH 48x
Quality Assurance Contract ExpApprovedforuseoutsideHVHZ: Yes
Impact Resistant: No 103/10/2013
Design Pressure: +40/-40 Installation Instructions
Other: Single Hung, 4802 FL.5.4.1.4_R4_IJ._I.N0.1.60.._pdf
Verified By: American Architecture
Association
Created by Independent Third Par'
Evaluation Reports.
Created by Independent Third Par
5414.12 43-06 4.3-06, sold under the following me
@ Home Services 6060, Profinish E
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL541.4_R.4 C_CAC_43_-06 SH._4.41x
Approved for use outside HVHZ: Yes Quality Assurance Contract Exp
Impact Resistant: No 05/20/2013
Design Pressure: +45/-45 Installation Instructions
Other: Single Hung, 44x63 FL5414 R4 II_IN0160 (2 .pdf
Verified By: American ArchitecturE
Association
Created by Independent Third Par
Evaluation Reports
Created by Independent Third Par
5414.13 43-06 7[43-06, sold under the following me
@ Home Services 6060, Profinish E
Limits of Use . Certification Agency Certificate
Approved for use in HVHZ: No FL5414 R4 C CAC 43-06 SH 32x
FL5414 R4._.C_CA_C 43-.06 SH.3.6xApprovedforuseoutsideHVHZ: Yes
Impact Resistant: No FL5414 R4 C CAC 43-06 SH 36x
Quality Assurance Contract Exp
11/11/2012
Design Pressure: +50/-50
Other: Single Hung, 36x84 3604 32x62
http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtHJPwMo6eHrmRpFgO4NXGpqHX... 12/30/2009
MODEL DESIGNATION: Simonton Single Hung Series 43-06 Vinyl Window
MAXIMUM OVERALL NOMINAL SIZE: See Size Chart
DESIGN PRESSURE RATING: See Size Chart
VIABLE CONFIGURATIONS: 0
X
GENERAL DESCRIPTION: The head and side jambs are extruded PVC. The wall thickness through
which the anchor screw penetrates is a minimum of 0.070".
f\
Joseph A. Reed, P.E.
FL PE 58920
130 Derry Ct.
York. PA 17406
717-764-7700
Project 80404.02-122-34
4
INTERIORSASH TRACK
EXTERIOR
SASH TRACK
0' HA
m
No. 5e92C .. i
pd STATE OF (U:
ONALE°°
V
Wer: 2We.04.N 09:1):16.(M'00'
CONCRETE 1 2" MIN
SILICONE CAULK —tom ,
I
OVERALL SIZE
DP RATING
WIDTH HEIGHT
44" 62" t30 PSF
a
e
v
See Note 10
n
44" 62"
44" 63"
48" 72"
See Note 10
44"
1 6
36" 84
Q
WIDTH
36" 74"
Joseph A. Reed, P.E.
FL PE 58920
130 Derry Ct.
York. PA 17406
717-764-7700
Project 80404.02-122-34
4
INTERIORSASH TRACK
EXTERIOR
SASH TRACK
0' HA
m
No. 5e92C .. i
pd STATE OF (U:
ONALE°°
V
Wer: 2We.04.N 09:1):16.(M'00'
CONCRETE 1 2" MIN
SILICONE CAULK —tom ,
1/4'0 X 3 1/4" MIN. TAPCON "
k ' REVISIONS
ANCHOR WITH 1-1/4' MIN. 1 ENGINEERS RENEW
EMBEDMENT INTO CONCRETE
n
1X BUCK _.
SILICONE CAULK
1/4" MAX. SHIM
IX BUCK —
CONCRETE
HEAO
1 47 SCALE 1/4'0 X 3 1/4' MIN. TAPCON •'.I
ANCHOR WITH 1-1/4' MIN. '
EMBEDMENT INTO CONCRETE •`
SIUCONE CAULK
SILICONE CAULK
CONCRETE
SILL
4X SCALE
DATE
SILICONE CAULK
1/4' MAX. SHIM
Z12
N SILICONE CAULK
T_ '.
JAMB
47 SCALE
NOTES:
1. Installations depicted satisfy the requirements of the 2004 Florida Building Code (with supplements) and 2007 Florida
Building Code for design wind pressures and overall sizes listed in the Size Chart
2. Concrete masonry installations are assumed at least ASTM C90 hollow masonry units with a 1-1/4" wall thickness or normal
weight concrete with a minimum compressive strength of f c=3,000 psi.
3. Topcon masonry anchors shall have a minimum embedment of 1-1/4" or full penetration of concrete masonry unit shell.
They shall also have a minimum of 2" edge distance and 3" spacing between anchors. Install concrete masonry anchors
per manufacturer's installation instructions.
4. Wood buck stripsare assumed 1x S—P—F (G=0.42) or denser. Buck width shall be greater than the window frame width. Tapered
or partial width buck strips are not allowed:
5. Maximum shim thickness of 1/4" permitted at each fastener location. Shims shall be non—compressible and load bearing type.
6. All interior and exterior perimeter surfaces of the window must be caulked.
7. When the optional head expanders are used, the INSTALLER MUST ADJUST the anchor lengths to maintain the required minimum
embedment into the substrate.
8. 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.
9. Pre—drill the thru hole at specified installation screw locations.
10. Screws at mid—height of sash for DP50 36x84 windows only.
11. Products are non—impact and will require approved protection devices if used in wind—borne debris regions.
12. Not for use in High Velocity Hurricane Zone (HVHZ)
a"ronR STATEMENT
SIZE CHART
OVERALL SIZE
DP RATING
WIDTH HEIGHT
44" 62" t30 PSF
52" 71'
35 PSF
52" 62"
36" 74"
44" 62"
44" 63"
48" 72" 40 PSF
44" 63" 45 PIF
36" 84
50 PSF
36" 74"
1/4'0 X 3 1/4" MIN. TAPCON "
k ' REVISIONS
ANCHOR WITH 1-1/4' MIN. 1 ENGINEERS RENEW
EMBEDMENT INTO CONCRETE
n
1X BUCK _.
SILICONE CAULK
1/4" MAX. SHIM
IX BUCK —
CONCRETE
HEAO
1 47 SCALE 1/4'0 X 3 1/4' MIN. TAPCON •'.I
ANCHOR WITH 1-1/4' MIN. '
EMBEDMENT INTO CONCRETE •`
SIUCONE CAULK
SILICONE CAULK
CONCRETE
SILL
4X SCALE
DATE
SILICONE CAULK
1/4' MAX. SHIM
Z12
N SILICONE CAULK
T_ '.
JAMB
47 SCALE
NOTES:
1. Installations depicted satisfy the requirements of the 2004 Florida Building Code (with supplements) and 2007 Florida
Building Code for design wind pressures and overall sizes listed in the Size Chart
2. Concrete masonry installations are assumed at least ASTM C90 hollow masonry units with a 1-1/4" wall thickness or normal
weight concrete with a minimum compressive strength of f c=3,000 psi.
3. Topcon masonry anchors shall have a minimum embedment of 1-1/4" or full penetration of concrete masonry unit shell.
They shall also have a minimum of 2" edge distance and 3" spacing between anchors. Install concrete masonry anchors
per manufacturer's installation instructions.
4. Wood buck stripsare assumed 1x S—P—F (G=0.42) or denser. Buck width shall be greater than the window frame width. Tapered
or partial width buck strips are not allowed:
5. Maximum shim thickness of 1/4" permitted at each fastener location. Shims shall be non—compressible and load bearing type.
6. All interior and exterior perimeter surfaces of the window must be caulked.
7. When the optional head expanders are used, the INSTALLER MUST ADJUST the anchor lengths to maintain the required minimum
embedment into the substrate.
8. 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.
9. Pre—drill the thru hole at specified installation screw locations.
10. Screws at mid—height of sash for DP50 36x84 windows only.
11. Products are non—impact and will require approved protection devices if used in wind—borne debris regions.
12. Not for use in High Velocity Hurricane Zone (HVHZ)
a"ronR STATEMENT SIMONTONe e
f
PER:
This document is the property of Simonton Windows, which
retain* oil Proprietary and other rights to Its wbpct matter.
This dawment is provided to the recipient on the expressed
onditbn that It is not to be disdosad, reproduced In whole or
port, ner used is con)—tion orwiththedesign, mufactu
repair of goods for anyone other then Simonton Windows
withouIIts coneent This rmtriction does not limit the
recipisnt's rights to utgize Inlermatbn contained M this
document which Is properly obtahsd from mother source.
Dimensional Tolerances
Unless OtherwiseDeeedOtherwiseDeei
Oscimals Angles
X t .03
xx t 01 0' 30 min.
XXX t .DOS
w N o o s
I Cochrane Avenue
Pcnnsbom, WV 26415
A T.D
ECKE
SCALE: EET:
FIT 1 of 1
PR
RFA AREA. SERIES:
43-06 SINGLE HUNG
MSH TREATMENT:
nTtF
FlI F. 010747 1 1% BUCK INSTALLATIOI
AN
AI
L
4 I 3'
MODEL DESIGNATION: Simonton Single Hung Series 43-06 Vinyl Window
MAXIMUM OVERALL NOMINAL SIZE: See Size Chart
DESIGN PRESSURE RATING: See Size Chart
USABLE CONFIGURATIONS: 0
X
GENERAL DESCRIPTION: The head and side jambs are extruded PVC: The wall thickness through
which the anchor screw penetrates is 'a minimum of 0.070".
n
Joseph A. Reed,P.E.
FL PE 58920
130 Derry Ct.
York, PA 17406
717-764-7700
Project 80404.02-122-34
4
INTERIOR ` SASH -TRACK
EXTERIOR
SASH TRACK
E'
Na. 5892C
STATE OF
tC C O R f O C'9 pa• ss/ONA E?o`O
Dere: 2a0a.eC,2C 09:11:2e -00'
2 ,
REV.
REVISIONS:
X 3 1/4' MIN. TAPCON. -
it
CONCRET*EMBEDMENT
2' MIN ANCHOR WITH 1-1/4" MIN.' 1 ENGINEERS REVIEW
INTO
CONCRETESILICONECAULK
lX BUCK
LICONE CAULK4' MAX. SHIM 1X BUCK -
CONCRETE
SIZE CHART
6.
DP RATING
WIDTH HEIGHT
e
a
v
See Note 10
71"
35 PSF
52" 62"
h
44" 62"
44" 63"
48"
See Note 10
40 PSF
44" 63"
m
36" 1 84"
Q
w1DTH
36" 1 74"
Joseph A. Reed,P.E.
FL PE 58920
130 Derry Ct.
York, PA 17406
717-764-7700
Project 80404.02-122-34
4
INTERIOR ` SASH -TRACK
EXTERIOR
SASH TRACK
E'
Na. 5892C
STATE OF
tC C O R f O C'9 pa• ss/ONA E?o`O
Dere: 2a0a.eC,2C 09:11:2e -00'
2 ,
REV.
REVISIONS:
X 3 1/4' MIN. TAPCON. -
it
CONCRET*EMBEDMENT
2' MIN ANCHOR WITH 1-1/4" MIN.' 1 ENGINEERS REVIEW
INTO
CONCRETESILICONECAULK
lX BUCK
LICONE CAULK4' MAX. SHIM 1X BUCK -
CONCRETE
11.11 SILICONE CAULK
HEAD
1/4" MAX. SHIM
1 4X SCALE 1/4"0 X 3 1/4' MIN. TAPCON
ANCHOR WITH 1-1/4" MIN.
EMBEDMENT INTO CONCRETE •{
Z
iv SILICONE CAULK
JAMB
SILICONE CAULK 4X SCALE
SILICONE CAULK .. y'
CONCRETE
SILL
4X SCALE
NOTES:
1. Installations depicted satisfy the requirements of the 2004 Florida Building Code (with supplements) and 2007 Florida
Building Code for design wind pressures and overall sizes listed in the Size Chart
2. Concrete masonry installations are assumed at least ASTM C90 hollow masonry units with a 1-1/4" wall thickness or normal
weight concrete with a minimum compressive strength of f c=3,000 psi.
3. Topcon masonry anchors shall have a minimum embedment of 1-1/4" or full penetration of concrete masonry unit shell.
They shall also have a minimum of 2' edge distance and 3" spacing between anchors. Install concrete masonry anchors
per manufacturer's installation instructions.
4. Wood buck strips are assumed 1x S—P—F (G=0.42) or denser. Buck width shall be greater than the window frame width. Tapered
or partial width buck strips are not allowed.
5. Maximum shim thickness of 1/4" permitted at each fastener location. Shims shall be non—compressible and load bearing type.
6. All interior and exterior perimeter surfaces of the window must be caulked.
7. When the optional head expanders are used, the INSTALLER MUST ADJUST the anchor lengths to maintain the required minimum
embedment into the substrate.
B. 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.
9. Pre—drill the thru hole at specified installation screw locations.
10.Screws at`mid—height of sash for DP50 36x64 windows only.
11.' Products are non—impact and will require approved protection devices if used in wind—borne debris regions.
12. Not for use in High Velocity Hurricane Zone (HVHZ)
DISCLOSURE STATEMENT
SIZE CHART
OVERALL SIZE
DP RATING
WIDTH HEIGHT
44" 62" 30 PSF
52" 71"
35 PSF
52" 62"
36" °74"
44" 62"
44" 63"
48" 72" 40 PSF
44" 63" 45 PSF
36" 1 84" 50 PSF
36" 1 74"
11.11 SILICONE CAULK
HEAD
1/4" MAX. SHIM
1 4X SCALE 1/4"0 X 3 1/4' MIN. TAPCON
ANCHOR WITH 1-1/4" MIN.
EMBEDMENT INTO CONCRETE •{
Z
iv SILICONE CAULK
JAMB
SILICONE CAULK 4X SCALE
SILICONE CAULK .. y'
CONCRETE
SILL
4X SCALE
NOTES:
1. Installations depicted satisfy the requirements of the 2004 Florida Building Code (with supplements) and 2007 Florida
Building Code for design wind pressures and overall sizes listed in the Size Chart
2. Concrete masonry installations are assumed at least ASTM C90 hollow masonry units with a 1-1/4" wall thickness or normal
weight concrete with a minimum compressive strength of f c=3,000 psi.
3. Topcon masonry anchors shall have a minimum embedment of 1-1/4" or full penetration of concrete masonry unit shell.
They shall also have a minimum of 2' edge distance and 3" spacing between anchors. Install concrete masonry anchors
per manufacturer's installation instructions.
4. Wood buck strips are assumed 1x S—P—F (G=0.42) or denser. Buck width shall be greater than the window frame width. Tapered
or partial width buck strips are not allowed.
5. Maximum shim thickness of 1/4" permitted at each fastener location. Shims shall be non—compressible and load bearing type.
6. All interior and exterior perimeter surfaces of the window must be caulked.
7. When the optional head expanders are used, the INSTALLER MUST ADJUST the anchor lengths to maintain the required minimum
embedment into the substrate.
B. 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.
9. Pre—drill the thru hole at specified installation screw locations.
10.Screws at`mid—height of sash for DP50 36x64 windows only.
11.' Products are non—impact and will require approved protection devices if used in wind—borne debris regions.
12. Not for use in High Velocity Hurricane Zone (HVHZ)
DISCLOSURE STATEMENT SIMONTONe r6. "
This document is the property of Simonton windows, which Dimenalonal Tolxancea
I n o s
A
rtaina all proprietary and other righter to Its subject matter.Unless
provided to the recipient on the expressed LLOY k PER: his document b TEM
1ditidn that It Is not to be disclosed,. reproduced it whole or. -
in nor used it conjunction with the design, manufactureor
repol,of goods for anyone other than Simonton Windows
without its consent This restriction don not limit the
RFACE AREA:
Information emanated. t thisrecipient's rights to
properlydocumentwhichbproperly obtated from another source.NISH TREATMENT.
OthmriseSm—ifi dOthmriaeSo—ifl
Decimals .. Angles
X t .03
XX f .01 0' 30 min.
t .005
I Cochrane Avenue
Pcnnsbom, WV 26415
T.D.f
aECKEL
SCALE: EET:
FIT 1 of 1 APPR D
SERIES:
43-05 SINGLE HUNG
TITLE
E: IN0242 1X SUCK INSTALLATION
I 1 2 1
MODEL DESIGNATION: Simonton Single Hung -Series 43-06 Vinyl Window
MAXIMUM OVERALL NOMINAL SIZE: See Size Chart
DESIGN PRESSURE RATING: See Size Chart
USABLE CONFIGURATIONS: 0
X
GENERAL DESCRIPTION: The head and side jambs are extruded PVC. The wall thickness through
which the anchor screw penetrates is a minimum of 0.070".
1\
U
Joseph A. Reed, P.E.
FL PE 58920
130 Derry Ct.
York. PA 17406
717-764-7700
Project -80404.02-122-34
INTERIORSASH TRACK
EXTERIORSASH TRACK
a SEc E N SF"co ..
e.
Na. 58920 R '_
0'. 'STAIE OF
NAIE.o
a A44.r'-,
Dara: aooe.oa za oe:n:zs -avo
1/4"0 X 3 1/4" MIN. TAPCON
CONCRETE 12 MIN ANCHOR WITH 1-1/4" MIN.
EMBEDMENT INTO CONCRETE
SILICONE CAULK
I' '.
i -1X BUCK
I
OVERALL SIZE
DP RATING
WIDTH HEIGHT
44" 62" t30 PSF
a
io
v
See Note 10
36" 74"
x
44" 63" M
72" t40 PSF
44"
See Note 10
45 PSF
36" 84"
10
36" 74"
Q
WIDTH
U
Joseph A. Reed, P.E.
FL PE 58920
130 Derry Ct.
York. PA 17406
717-764-7700
Project -80404.02-122-34
INTERIORSASH TRACK
EXTERIORSASH TRACK
a SEc E N SF"co ..
e.
Na. 58920 R '_
0'. 'STAIE OF
NAIE.o
a A44.r'-,
Dara: aooe.oa za oe:n:zs -avo
1/4"0 X 3 1/4" MIN. TAPCON
CONCRETE 12 MIN ANCHOR WITH 1-1/4" MIN.
EMBEDMENT INTO CONCRETE
SILICONE CAULK
I' '.
i -1X BUCK
REVISIONS:
REVIEW
1 SILICONE CAULK
1/4" MAX. SHIM 1X BUCK—
CONCRETE
HEAD *.
1 4X SCALE 1/4"0 X 3 1/4" MIN. TAPCON ••.•
ANCHOR WITH 1-1/4" MIN.
EMBEDMENT INTO CONCRETE •~ 1
SILICONE CAULK
SIUCONE CAULK t y"
CONCRETE
SILL
4X SCALE
DATE
SIUCONE CAULK
1/4" MAX. SHIM
Z
N •SIUCONE CAULK
JAMB
4X SCALE
NOTES:
1. Installations depicted satisfy the requirements of the 2004 Florida Building Code (with supplements) and 2007 Florida
Building Code for design wind pressures and overall sizes listed in the Size Chart
2. Concrete masonry installations are assumed at least ASTM C90 hollow masonry units with a 1-1/4" wall thickness or normal
weight concrete with a minimum compressive strength of f c=3,000 psi.
3. Topcon masonry anchors shall have a minimum embedment of 1-1/4" or full penetration of concrete masonry unit shell.
They shall also have a minimum of 2" edge distance and 3" spacing between anchors. Install concrete masonry anchors
per manufacturer's installation instructions.
4. Wood buck strips are assumed 1x S—P—F (G=0.42) or denser. Buck width shall be greater than the window frame width. Tapered
or partial width buck strips are not allowed.
5. Maximum shim thickness of 1/4" permitted at each fastener location. Shims shall be non—compressible and load bearing type.
6. All interior and exterior perimeter surfaces of the window' must be caulked.
7. When the optional head expanders are used, the INSTALLER MUST ADJUST the anchor lengths to maintain the required minimum
embedment into the substrate.
B. 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.
9. Pre—drill-the thru.hole at specified installation screw locations.
10. Screws at mid—height of sash for DP50 36x84 windows only.
11. Products are non—impact and will require approved protection devices if used in wind—borne debris regions.
12. Not for use in High Velocity Hurricane Zone (HVHZ)
DISCLOSURE STATEMENT.
This document Is the property of Simonton windows, which
retains oil proprietary and other rights to Its subject matter.
This document Is provided to the recipient on the expressed
onditlan that It is not to be disclosed, reproduced In whole a
part nor used M :conjunction .with the design, -manufacture or
repair of goods for anyone other than Simonton Windows
without Its consent This restriction don not limit the
recipient's rights to util'¢s information containedIn this
document which Is properly obtained from another source.
Olmensional Tolerances
nlesa
Decimals Angles
X t.03
XX d:.01 0' 30 min.
XXX t .D05
p,7SIM0NT0N'
ly W N D O w S
Cochrane Avenue
Penmboro, WV 26415
iCALE:_HEET.
nT 1 f 1
1X BUCK
SIZE CHART
OVERALL SIZE
DP RATING
WIDTH HEIGHT
44" 62" t30 PSF
52" 71"
t35 PSF
52" 62"
36" 74"
44" 52"
44" 63"
48" 72" t40 PSF
44" 63" 45 PSF
36" 84"
t50 PSF
36" 74"
REVISIONS:
REVIEW
1 SILICONE CAULK
1/4" MAX. SHIM 1X BUCK—
CONCRETE
HEAD *.
1 4X SCALE 1/4"0 X 3 1/4" MIN. TAPCON ••.•
ANCHOR WITH 1-1/4" MIN.
EMBEDMENT INTO CONCRETE •~ 1
SILICONE CAULK
SIUCONE CAULK t y"
CONCRETE
SILL
4X SCALE
DATE
SIUCONE CAULK
1/4" MAX. SHIM
Z
N •SIUCONE CAULK
JAMB
4X SCALE
NOTES:
1. Installations depicted satisfy the requirements of the 2004 Florida Building Code (with supplements) and 2007 Florida
Building Code for design wind pressures and overall sizes listed in the Size Chart
2. Concrete masonry installations are assumed at least ASTM C90 hollow masonry units with a 1-1/4" wall thickness or normal
weight concrete with a minimum compressive strength of f c=3,000 psi.
3. Topcon masonry anchors shall have a minimum embedment of 1-1/4" or full penetration of concrete masonry unit shell.
They shall also have a minimum of 2" edge distance and 3" spacing between anchors. Install concrete masonry anchors
per manufacturer's installation instructions.
4. Wood buck strips are assumed 1x S—P—F (G=0.42) or denser. Buck width shall be greater than the window frame width. Tapered
or partial width buck strips are not allowed.
5. Maximum shim thickness of 1/4" permitted at each fastener location. Shims shall be non—compressible and load bearing type.
6. All interior and exterior perimeter surfaces of the window' must be caulked.
7. When the optional head expanders are used, the INSTALLER MUST ADJUST the anchor lengths to maintain the required minimum
embedment into the substrate.
B. 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.
9. Pre—drill-the thru.hole at specified installation screw locations.
10. Screws at mid—height of sash for DP50 36x84 windows only.
11. Products are non—impact and will require approved protection devices if used in wind—borne debris regions.
12. Not for use in High Velocity Hurricane Zone (HVHZ)
DISCLOSURE STATEMENT.
This document Is the property of Simonton windows, which
retains oil proprietary and other rights to Its subject matter.
This document Is provided to the recipient on the expressed
onditlan that It is not to be disclosed, reproduced In whole a
part nor used M :conjunction .with the design, -manufacture or
repair of goods for anyone other than Simonton Windows
without Its consent This restriction don not limit the
recipient's rights to util'¢s information containedIn this
document which Is properly obtained from another source.
Olmensional Tolerances
nlesa
Decimals Angles
X t.03
XX d:.01 0' 30 min.
XXX t .D05
p,7SIM0NT0N'
ly W N D O w S
Cochrane Avenue
Penmboro, WV 26415
iCALE:_HEET.
nT 1 f 1
1X BUCK
MODEL DESIGNATIOtJL Simonton Single Hung Series 43-06 Vinyl Window
MAXIMUM OVERALL NOMINAL SIZE: See Size Chart
CONCRETE
DESIGN PRESSURE RATING: See Size Chart
USABLE CONFIGURATIONS: 0 SILICONE CAULK
X
GENERAL DESCRIPTION: The head and side jambs are extruded PVC. The wall thickness through
which the anchor screw penetrates is a minimum of 0.070".
Joseph A. Reed, P.E.
FL PE 58920
130 Derry Ct.
York, PA 17406
717-764-7700 .
Project 80404.02-122-34
INTERIORSASH TRACK
EXTERIOR
SASH TRACK
WA ilk
O\O'o E N SF6p
PHA
N., 56920
0 .
ASTATE
OF (L c.
C AOR 10P
NAI
a /etcelZ
Rafe: 2008.04 N09:17:26 -06'00'
SIZE CHART
6.
DP RATING
WIDTH HEIGHT
44"
Q
30 PSF
52"
io
v
See Note 10
36" 74"
C3X
44" 63" n
72" 40 PSF
44"
See Note 10
45 PSF
36" 84"
e
36" 74"
Q
WIDTH
Joseph A. Reed, P.E.
FL PE 58920
130 Derry Ct.
York, PA 17406
717-764-7700 .
Project 80404.02-122-34
INTERIORSASH TRACK
EXTERIOR
SASH TRACK
WA ilk
O\O'o E N SF6p
PHA
N., 56920
0 .
ASTATE
OF (L c.
C AOR 10P
NAI
a /etcelZ
Rafe: 2008.04 N09:17:26 -06'00'
REV' ..
REVISIONS:, REVISED BY DATE
1/4"0.X 3 1/4"MIN. TAPCON
k
2' MIN ANCHOR WITH 1-1/$ MIN. '1 ENGINEERS REVIEW JAR 04/21/
EMBEDMENT INTO CONCRETE
i -1X BUCK
SILICONE CAUL(
1/4' MAX. SHIM 1X BUCK
CONCRETE
SILICONE CAULK
HEAD
1/4" MAX. SHIM
1 47 SCALE
1/4"0 X 3 1/4' MIN. TAPCON
ANCHOR WITH 1-1/4' MIN.
EMBEDMENT INTO CONCRETE •~'
SIUCONE CAULK
SIUCONE CAULK
CONCRETE
SILL
4X SCALE
Z
iv SIUCONE CAUL(
JAMB
47 SCALE
NOTES:
1. Installations depicted satisfy the requirements of the 2004 Florida Building Code (with supplements) and 2007 Florida
Building Code for design wind pressures and overall sizes listed in the Size Chart
2. Concrete masonry installations are assumed at least ASTM C90 hollow masonry units with a 1-1/4" wall thickness or normal
weight concrete with a minimum compressive strength 'of rc=3,000 psi.
3. Topcon masonry anchors shall have a minimum embedment of 1-1/4" or full penetration of concrete masonry unit shell.
They shall also have a- minimum of 2" edge distance and 3' spacing between anchors. Install concrete masonry anchors
per manufacturer's installation instructions.
4. Wood buck strips are assumed 1x S—P—F (G=0.42) or denser. Buck width shall be greater than the window frame width. Tapered
or partial width buck strips are not allowed.
5. Maximum shim thickness of 1/4" permitted at each fastener location. Shims shall be non—compressible and load bearing type.
6. All interior and exterior perimeter surfaces of the window must be caulked.
7. When the optional head expanders are used, the INSTALLER MUST ADJUST the anchor lengths to maintain the required minimum
embedment into the substrate.
8. 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.
9. Pre—drill the thru hole at specified installation screw locations.
10. Screws at mid—height, of sash for DP50 36x84 windows only.
11. Products are non—impact and will require approved protection devices if used in wind—borne debris regions.
12. Not for use in High Velocity Hurricane Zone (HVHZ)
QICO 0011RFaTA1EMFNT.
This document I. the property of Simonton Wind—S. whichM . Dimensional Tolerance.
SIMONTONe
retains all proprietary and other rights to Its subject matter. ' Unless otherwise Soeeined CCC!!/// w
This document 1. providedAtotherecipient on the ..preseed U&TEMPER: - I Cochrane Avenue
onditlon that It Is not to be disclosed. reproduced In whole or - Penusbom, WV 26415
C
part,nor used in conjunction with the design; 'manufacture or Decimals Angle.
repair of goods for anyone other than Simonton Windows SCALE EEM A
without It. consent This restriction does not limit the X d:.03 - FIT 1 of t
SURFACE AREA _
documreelpleent rights to utilizeInformationobtained fr contained the h'this .XX t .01 0' 30 min.
tlocument rhk:h b properly obtained from another source. .XXX t .D05 43-06 SIN=
SIZE CHART
OVERALL SIZE
DP RATING
WIDTH HEIGHT
44" 62" 30 PSF
52" 71"
35 PSF
52" 62"
36" 74"
44" 62"
44" 63"
48" 72" 40 PSF
44" 63" 45 PSF
36" 84"
50 PSF
36" 74"
REV' ..
REVISIONS:, REVISED BY DATE
1/4"0.X 3 1/4"MIN. TAPCON
k
2' MIN ANCHOR WITH 1-1/$ MIN. '1 ENGINEERS REVIEW JAR 04/21/
EMBEDMENT INTO CONCRETE
i -1X BUCK
SILICONE CAUL(
1/4' MAX. SHIM 1X BUCK
CONCRETE
SILICONE CAULK
HEAD
1/4" MAX. SHIM
1 47 SCALE
1/4"0 X 3 1/4' MIN. TAPCON
ANCHOR WITH 1-1/4' MIN.
EMBEDMENT INTO CONCRETE •~'
SIUCONE CAULK
SIUCONE CAULK
CONCRETE
SILL
4X SCALE
Z
iv SIUCONE CAUL(
JAMB
47 SCALE
NOTES:
1. Installations depicted satisfy the requirements of the 2004 Florida Building Code (with supplements) and 2007 Florida
Building Code for design wind pressures and overall sizes listed in the Size Chart
2. Concrete masonry installations are assumed at least ASTM C90 hollow masonry units with a 1-1/4" wall thickness or normal
weight concrete with a minimum compressive strength 'of rc=3,000 psi.
3. Topcon masonry anchors shall have a minimum embedment of 1-1/4" or full penetration of concrete masonry unit shell.
They shall also have a- minimum of 2" edge distance and 3' spacing between anchors. Install concrete masonry anchors
per manufacturer's installation instructions.
4. Wood buck strips are assumed 1x S—P—F (G=0.42) or denser. Buck width shall be greater than the window frame width. Tapered
or partial width buck strips are not allowed.
5. Maximum shim thickness of 1/4" permitted at each fastener location. Shims shall be non—compressible and load bearing type.
6. All interior and exterior perimeter surfaces of the window must be caulked.
7. When the optional head expanders are used, the INSTALLER MUST ADJUST the anchor lengths to maintain the required minimum
embedment into the substrate.
8. 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.
9. Pre—drill the thru hole at specified installation screw locations.
10. Screws at mid—height, of sash for DP50 36x84 windows only.
11. Products are non—impact and will require approved protection devices if used in wind—borne debris regions.
12. Not for use in High Velocity Hurricane Zone (HVHZ)
QICO 0011RFaTA1EMFNT.
This document I. the property of Simonton Wind—S. whichM . Dimensional Tolerance.
SIMONTONe
retains all proprietary and other rights to Its subject matter. ' Unless otherwise Soeeined CCC!!/// w
This document 1. providedAtotherecipientonthe ..preseed U&TEMPER: - I Cochrane Avenue
onditlon that It Is not to be disclosed. reproduced In whole or - Penusbom, WV 26415
C
part,nor used in conjunction with the design; 'manufacture or Decimals Angle.
repair of goods for anyone other than Simonton Windows SCALE EEM A
without It. consent This restriction does not limit the X d:.03 - FIT 1 of t
SURFACE AREA _
documreelpleent rights to utilizeInformationobtained fr containedthe h'this .XX t .01 0' 30 min.
tlocument rhk:h b properly obtained from another source. .XXX t .D05 43-06 SIN=
70
7
4 I 3
MODEL DESIGNATION, Simonton Single Hung Series 43-06 Vinyl Window
MAXIMUM OVERALL NOMINAL SIZE: See Size Chart
DESIGN PRESSURE RATING: See Size Chart
USABLE CONFIGURATIONS: 0
X
GENERAL DESCRIPTION: The head and side jambs are extruded PVC. The wall thickness through
which the anchor screw penetrates is a minimum of 0.070".
Joseph A. Reed, P.E.
FL PE 58920
130 Terry Ct.
York. PA 17406
717-764-7700,
Project 80404.02-122-34
4
INTERIORSASH TRACK
ZZIW
EXTERIOR
SASH TRACK
O,,,PH AIEN g F
N. 5892L
of
STATE OF lWj
OR11)
Date: 2008.04.24 09:17:26 .04'00•
2
REV..
REVISIONS:.
1/4"0•X 3 1/4". MIN. TAPCON k
2" MIN ANCHOR WITH 1-1/4" MIN. 1 ENGINEERS REVIEW
CONCRETE
I EMBEDMENT INTO CONCRETE '
SILICONE CAULK •~?
1X BUCK
SILICONE CAULK
1/4" MAX. SHIM 1X BUCK
CONCRETE
SIZE CHART
OVERALL 'SIZE
DP RATING
WIDTH HEIGHT
e
Q
v
See Note 10
i1
u
wx
52" 62"
36" 74"
44" 62"
See Note 10
48"
1 e
44" 63"
Q
wlDT1i
36"
Joseph A. Reed, P.E.
FL PE 58920
130 Terry Ct.
York. PA 17406
717-764-7700,
Project 80404.02-122-34
4
INTERIORSASH TRACK
ZZIW
EXTERIOR
SASH TRACK
O,,,PH AIEN g F
N. 5892L
of
STATE OF lWj
OR11)
Date: 2008.04.24 09:17:26 .04'00•
2
REV..
REVISIONS:.
1/4"0•X 3 1/4". MIN. TAPCON k
2" MIN ANCHOR WITH 1-1/4" MIN. 1 ENGINEERS REVIEW
CONCRETE
I EMBEDMENT INTO CONCRETE '
SILICONE CAULK •~?
1X BUCK
SILICONE CAULK
1/4" MAX. SHIM 1X BUCK
CONCRETE
DATE I
1111
41C
CAULK
HEAD
MAX. SHIM
47SCALE
1/4"0 X 3 1/4" MIN. TAPCON *.
ANCHOR WITH 1-1/4" MIN.
EMBEDMENTINTO
CONCRETEZ
CAULK
JAMB
SILICONE CAULK 47 SCALE
SILICONE CAULK •; :: '
CONCRETE
SILL
4X SCALE
NOTES:
1. Installations depicted satisfy the requirements of the 2004 Florida Building Code (with supplements) and 2007 Florida
Building Code for design wind pressures and overall sizes listed in the Size Chart
2. Concrete masonry installations are assumed at least ASTM C90 hollow masonry units with a 1-1/4" wall thickness or normal
weight concrete with a minimum compressive strength of fc=3,000 psi.
3. Tapcon masonry anchors shall have a minimum embedment of 1-1/4" or full penetration of concrete masonry unit shell.
They shall also have a minimum of 2" edge distance and 3" spacing between anchors. Install concrete masonry anchors
per manufacturer's installation instructions.
4. Wood buck strips are assumed 1x S-P—F (G=0.42) or denser. Buck width shall be greater than the window frame width. Tapered
or partial width_ buck strips are not allowed.
5. Maximum shim thickness of 1/4" permitted at each fastener location. Shims shall be non—compressible and load bearing type.
6. All interior and exterior perimeter surfaces of the window must be caulked.
7. When the optional head expanders are used,, the INSTALLER MUST ADJUST the anchor lengths to maintain the required minimum
embedment into the substrate.
B. 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.
9. Pre—drill the thru hole at specified installation screw locations.
10. Screws at mid—height of sash for DP50'36x84 windows only. -
11. Products are non—impact and will require approved protection devices if used in wind—borne debris regions.
12. Not for use.in High Velocity Hurricane Zone (HVHZ)
DISCLOSURE STATEMENT - SIM ON TON' B'"
Y. JIMThisdocumentisthepropertyofSimontonWindows, which Dimensional Tolerances 7/
retains all proprietary and other rights to. ib subject matter.. Unless Otherwise SpecIfI d
s
T.O.D.
This document is pro ided to the recipient on. the expressed OY @ PER: - 1 Cochrane Avenue
CHECKED BY: OIconditionthatItIsnottobeoisdosed, reproduced in whole or Pennsboro; WV 26415
part. nor us" In conjunction with the design, manufacture or _ _ Decimals Angles
repair of goods for anyone other than Simonton WindowsCALE.- EET: PR D BY: DI
without its consent This restriction does not limit the RFACE AREA: .X .* .03
FIT 1 of i
recipient's rights to ut6ize Information contained In, this .XX * •01 0' 30 In. SER
document which Is properly obtained from another source.._ ,xxX f ,005 13-05 SINGLE HUNG
NISH TREATMENT:
TITLE:
FILE IN0242 1X BUCK INSTALLATION
SIZE CHART
OVERALL 'SIZE
DP RATING
WIDTH HEIGHT
44" 62" 30 PSF
52" 71"
35 PSF
52" 62"
36" 74"
44" 62"
44" 63"
48" 72" 40 PSF
44" 63" 45 PSF
36" 84"
50 PSF
36" 74"
DATE I
1111
41C
CAULK
HEAD
MAX. SHIM
47SCALE
1/4"0 X 3 1/4" MIN. TAPCON *.
ANCHOR WITH 1-1/4" MIN.
EMBEDMENTINTO
CONCRETEZ
CAULK
JAMB
SILICONE CAULK 47 SCALE
SILICONE CAULK •; :: '
CONCRETE
SILL
4X SCALE
NOTES:
1. Installations depicted satisfy the requirements of the 2004 Florida Building Code (with supplements) and 2007 Florida
Building Code for design wind pressures and overall sizes listed in the Size Chart
2. Concrete masonry installations are assumed at least ASTM C90 hollow masonry units with a 1-1/4" wall thickness or normal
weight concrete with a minimum compressive strength of fc=3,000 psi.
3. Tapcon masonry anchors shall have a minimum embedment of 1-1/4" or full penetration of concrete masonry unit shell.
They shall also have a minimum of 2" edge distance and 3" spacing between anchors. Install concrete masonry anchors
per manufacturer's installation instructions.
4. Wood buck strips are assumed 1x S-P—F (G=0.42) or denser. Buck width shall be greater than the window frame width. Tapered
or partial width_ buck strips are not allowed.
5. Maximum shim thickness of 1/4" permitted at each fastener location. Shims shall be non—compressible and load bearing type.
6. All interior and exterior perimeter surfaces of the window must be caulked.
7. When the optional head expanders are used,, the INSTALLER MUST ADJUST the anchor lengths to maintain the required minimum
embedment into the substrate.
B. 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.
9. Pre—drill the thru hole at specified installation screw locations.
10. Screws at mid—height of sash for DP50'36x84 windows only. -
11. Products are non—impact and will require approved protection devices if used in wind—borne debris regions.
12. Not for use.in High Velocity Hurricane Zone (HVHZ)
DISCLOSURE STATEMENT - SIM ON TON' B'"
Y. JIMThisdocumentisthepropertyofSimontonWindows, which Dimensional Tolerances 7/
retains all proprietary and other rights to. ib subject matter.. Unless Otherwise SpecIfI d
s
T.O.D.
This document is pro ided to the recipient on. the expressed OY @ PER: - 1 Cochrane Avenue
CHECKED BY: OIconditionthatItIsnottobeoisdosed, reproduced in whole or Pennsboro; WV 26415
part. nor us" In conjunction with the design, manufacture or _ _ Decimals Angles
repair of goods for anyone other than Simonton WindowsCALE.- EET: PR D BY: DI
without its consent This restriction does not limit the RFACE AREA: .X .* .03
FIT 1 of i
recipient's rights to ut6ize Information contained In, this .XX * •01 0' 30 In. SER
document which Is properly obtained from another source.._ ,xxX f ,005 13-05 SINGLE HUNG
NISH TREATMENT:
TITLE:
FILE IN0242 1X BUCK INSTALLATION
4. 3
MODEL DESIGNATION: Simonton Single Hung Series 43-06 Vinyl Window
MAXIMUM OVERALL NOMINAL SIZE: See Size Chart
CONCRETE
DESIGN PRESSURE RATING: See Size Chart
e
USABLE CONFIGURATIONS: 0
SILICONE CAULK
X
GENERAL DESCRIPTION: The head and side jambs are extruded PVC. The wall thickness through
which the anchor screw penetrates is a minimum of 0.070
JIIIIIIIIII
Al
6"
I 1
6.
DP RATING
WIDTH HEIGHT
70
Q
v
See Note 10
71"
35 PSF
52" 62"
36" 74"
44"- 62"
44" BY
48"
See Note 10
40 PSF
44"
1 6
36" 84"
Q
WIDTH
36" 74"
Joseph A. Reed,,P.E.-
FL PE 58920
130 -perry Ct.
York, PA 17406
717-764-7700
Project 80404.02-122-34
INTERIOR
SASH TRACK
EXTERIOR
SASH TRACK '-
ool"
PHA RFFi,
1w:. : No. 5892C * =
p0' STATE OF.
LORIOP
a'R
aero: mm.o4.2a os 11 00'
1/4"0 X.'3 1/4" MIN. TAPCON
2" MIN. ANCHOR .WITH 1-1/4- MIN.
EMBEDMENT INTO CONCRETE
I BUCK
SIUCONE CAULK
1/$ MAX. SHIM
1X BUCK
CONCRETE
REVISIONS:
ENGINEERS REVIEW
DATE
II II _ SIUCONE CAULK
HEAD _
1/4" MAX. SHIM
1 4X SCALE 1/4"4 X 3 1/4" MIN. TAPCON
ANCHOR WITH 1-1/4" MIN.
EMBEDMENT INTO CONCRETE •'
Z
N SILICONE CAUL(
T-
JAMB
SILICONE CAULK 47 SCALE
SIUCONE CAULK
CONCRETE
SILL
4X SCALE
NOTES:
1, installations depicted satisfy the requirements of the 2004 Florida Building Code (with supplements) and 2007 Florida
Building Code for design wind pressures and overall sizes listed in the Size Chart
2. Concrete masonry installations are assumed at least ASTM C90 hollow masonry units with a 1-1/4" wall thickness or normal
weight concrete with a minimum compressive strength of rc=3,000 psi.
3. Topcon masonry anchors shall have a minimum embedment of 1-1/4" or full penetration of concrete masonry unit shell.
They shall also have a minimum of 2" edge distance and 3" spacing between anchors. Install concrete masonry anchors
per manufacturer's installation instructions.
4. Wood buck strips are assumed 1x S—P-F (G=0.42) or denser. Buck width shall be greater than the window frame width. Tapered
or partial width buck strips are not allowed.
5, Maximum shim thickness of 1/4" permitted at each fastener location. Shims shall be non—compressible and load bearing type.
6. All interior and exterior perimeter surfacesof the window must be caulked.
7. When the optional head expanders are used, the INSTALLER MUST ADJUST the anchor lengths to maintain the required minimum
embedment ° into the substrate:
B. 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.
9. Pre—drill the thru hole at specified installation' screw locations.
10. Screws at mid—height of sash for DP50 36xB4 windows only.
11. -Products are non=impoct and will require approved -protection devices if used in wind—borne debris regions.
12. 'Not..for use in High Velocity Hurricane Zone (HVHZ) /
msCLosURE sTAnNENT SIMONTONe B IN024
This document is the property of Simonton windows.
whichPACTE
Dimensional Tolerances A UA
retains all proprietary and other rightstoIts eubjsct matter - Ualesa Otherwise jQpgified
N o o s
T.D.D. • C
Thio document b provided to Ne'radpient on the expressedR: - 1 Coc}vsne Avenue _
CHECKED BY: OA
xxrditian that It Is not. W to tlhudosad, reproduced h whole Pennsboro, W V 26415
port, nor used N conjunction with the design, manufacture o - Decimals Angles
repair of goods for anyore other than Simonton: Windows - - SCALE EET: APPR 0 BY: DA
without Its consent This restriction dose not limit the .K t •03.
FIT .1 of 1
RIES: ' _ recipient's rights to utilize Information contained M this .XX t .01 a, 30 min.
document which Is properly obtained from another source.X70C f •OOg 113-06 SINGLE HUNG
NT.
TITLE _
FILE: 010242 IX BUCK INSTALLATION
3 -. 2 1 1
SIZE CHART '
OVERALL SIZE
DP RATING
WIDTH HEIGHT
44" 62" t30.,PSF
52" 71"
35 PSF
52" 62"
36" 74"
44"- 62"
44" BY
48" 72" 40 PSF
44" 63" 45 PSF
36" 84"
50 PSF
36" 74"
1/4"0 X.'3 1/4" MIN. TAPCON
2" MIN. ANCHOR .WITH 1-1/4- MIN.
EMBEDMENT INTO CONCRETE
I BUCK
SIUCONE CAULK
1/$ MAX. SHIM
1X BUCK
CONCRETE
REVISIONS:
ENGINEERS REVIEW
DATE
II II _ SIUCONE CAULK
HEAD _
1/4" MAX. SHIM
1 4X SCALE 1/4"4 X 3 1/4" MIN. TAPCON
ANCHOR WITH 1-1/4" MIN.
EMBEDMENT INTO CONCRETE •'
Z
N SILICONE CAUL(
T-
JAMB
SILICONE CAULK 47 SCALE
SIUCONE CAULK
CONCRETE
SILL
4X SCALE
NOTES:
1, installations depicted satisfy the requirements of the 2004 Florida Building Code (with supplements) and 2007 Florida
Building Code for design wind pressures and overall sizes listed in the Size Chart
2. Concrete masonry installations are assumed at least ASTM C90 hollow masonry units with a 1-1/4" wall thickness or normal
weight concrete with a minimum compressive strength of rc=3,000 psi.
3. Topcon masonry anchors shall have a minimum embedment of 1-1/4" or full penetration of concrete masonry unit shell.
They shall also have a minimum of 2" edge distance and 3" spacing between anchors. Install concrete masonry anchors
per manufacturer's installation instructions.
4. Wood buck strips are assumed 1x S—P-F (G=0.42) or denser. Buck width shall be greater than the window frame width. Tapered
or partial width buck strips are not allowed.
5, Maximum shim thickness of 1/4" permitted at each fastener location. Shims shall be non—compressible and load bearing type.
6. All interior and exterior perimeter surfacesof the window must be caulked.
7. When the optional head expanders are used, the INSTALLER MUST ADJUST the anchor lengths to maintain the required minimum
embedment ° into the substrate:
B. 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.
9. Pre—drill the thru hole at specified installation' screw locations.
10. Screws at mid—height of sash for DP50 36xB4 windows only.
11. -Products are non=impoct and will require approved -protection devices if used in wind—borne debris regions.
12. 'Not..for use in High Velocity Hurricane Zone (HVHZ) /
msCLosURE sTAnNENT SIMONTONe B IN024
This document is the property of Simonton windows.
whichPACTE
Dimensional Tolerances A UA
retains all proprietary and other rightstoIts eubjsct matter - Ualesa Otherwise jQpgified
N o o s
T.D.D. • C
Thio document b provided to Ne'radpient on the expressedR: - 1 Coc}vsne Avenue _
CHECKED BY: OA
xxrditian that It Is not. W to tlhudosad, reproduced h whole Pennsboro, W V 26415
port, nor used N conjunction with the design, manufacture o - Decimals Angles
repair of goods for anyore other than Simonton: Windows - - SCALE EET: APPR 0 BY: DA
without Its consent This restriction dose not limit the .K t •03.
FIT .1 of 1
RIES: ' _ recipient's rights to utilize Information contained M this .XX t .01 a, 30 min.
document which Is properly obtained from another source.X70C f •OOg 113-06 SINGLE HUNG
NT.
TITLE _
FILE: 010242 IX BUCK INSTALLATION
3 -. 2 1 1
7I•
4 1 3
MODEL DESIGNATION: Simonton Single Hung Series 43-06 Vinyl Window
MAXIMUM OVERALLNOMINAL SIZE: See Size Chart
DESIGN PRESSURE RATING: See Size Chart
USABLE CONFIGURATIONS: 0
X
GENERAL DESCRIPTION: The head and side jombs are extruded PVC. The wall thickness through
i\
which the anchor screw penetrates is a minimum of 0.070
A
f
Joseph A. Reed, P.E.
FL PE 58920
130 Derry CIL
York, PA 17406
717-764-7700
Project BD404.02-122-34
4
INTERIOR
SASH TRACK
EXTERIOR
SASH TRACK
c E N y
No. M92C
STATE OF ';'(
UW
C (0R.OP
s`S20NAlE
V
Q`dL
Dela: 2o)e.oa 2a 09:17:2e 44'W
Z
REV.
REVISIONS:
1/4"0 X 3 1/4" MIN. TAPCON k
2" MIN ANCHOR WITH 1--1/4" MIN. 1 ENGINEERS REVIEW
CONCRET*EMB NT INTO CONCRETE
SILICONE CAULK1x BUCK
UCONE CAULK
4" MAX. SHIM 1X BUCK
CONCRETE 1
SIZE CHART
OVERALL SIZE
DP RATING
WIDTH HEIGHT
io
Q
v
See Note 10
71"
F
x
52" 62"
36" 74"
44" 62"
44" 63"
48"
See Note 10
40 PSF
44" 63"
e
36" 84"
Q
W1DTH
36" 74"
A
f
Joseph A. Reed, P.E.
FL PE 58920
130 Derry CIL
York, PA 17406
717-764-7700
Project BD404.02-122-34
4
INTERIOR
SASH TRACK
EXTERIOR
SASH TRACK
c E N y
No. M92C
STATE OF ';'(
UW
C (0R.OP
s`S20NAlE
V
Q`dL
Dela: 2o)e.oa 2a 09:17:2e 44'W
Z
REV.
REVISIONS:
1/4"0 X 3 1/4" MIN. TAPCON k
2" MIN ANCHOR WITH 1--1/4" MIN. 1 ENGINEERS REVIEW
CONCRET*EMB NT INTO CONCRETE
SILICONE CAULK1x BUCK
UCONE CAULK
4" MAX. SHIM 1X BUCK
CONCRETE 1
DATE I
a I' SIUCONE CAULK
HEAD
1/4" MAX. SHIM
1 47 SCALE
1/4.0 X 3 1/4" MIN. TAPCON r
ANCHOR WITH 1-1/4" MIN.
EMBEDMENT INTO CONCRETE •'`
Z
iv SILICONE CAULK
T_
JAMB
SILICONE CAULK 4X SCALE
SILICONE CAULK
CONCRETE
SILL
4X ,SCALE
NOTES:
1. Installations depicted satisfy the requirements of the 2004 Florida Building Code (with supplements) and 2007 Florida
Building Code for design wind pressures and overall sizes listed in the Size Chart
2. Concrete masonry installations are assumed at least ASTM C90 hollow masonry units with a 1-1/4" wall thickness or normal
weight concrete with a minimum compressive strength of rc=3,000 psi.
3. Tapcon masonry anchors shall have a minimum embedment of 1-1/4" or full penetration of concrete masonry unit shell.
They shall also have a minimum of 2" edge distance and.3" spacing between anchors. Install concrete masonry anchors
per manufacturer's installation instructions:
4. Wood buck strips are assumed 1x S—P—F (G=0.42) or denser. Buck width shall be greater than the window frame width. Tapered
or partial width buck strips are not allowed.
5. Maximum shim thickness of 1/4" permitted at each fastener location. Shims shall be non—compressible and load bearing type.
6. All interior and exterior perimeter surfaces of the window must be caulked.
7. When the optional head expanders are used, the INSTALLER MUST ADJUST the anchor lengths to maintain the required minimum
embedment into the substrate.
8. 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.
9. Pre—drill the thru 'hole at specified installation screw locations.
10. Screws at mid—height of sash for DP50 36x84 windows only.
11. Products ore non—impact and will require approved protection devices if used in wind—borne debris regions.
12. Not for use in High Velocity Hurricane Zone (HVHZ)
ATERIAL
DISCLOSURE STATEMENT - B
Thbdocement Is the property of Simonton Windows. which
WSIMONTONeIND
Dimensional Tolerances
mtolns o9 proprietary and other .rights to Its subject matter. Unless Otherwise. Specified r' D o w s
This document Is provided to the recipient an the expressed OY dr TEMP - 1 Cochrane Avenue
T.D.D.
on clition that it'Is"not to be disclosed, reproduced h whole or Pennsbom, VrV 26415 .
CHECKED 8Y:
ort, nor used in conjunction with the design, manufacture or Decimals Angles
repair of goods for anyone other than Simonton Windows SCALE: EET: APPR D 9Y:
without its. consent This restriction. does not limit. the .X t -.03 FIT 1 of 1
RFACE AREA: recipient's rights to utilize Information contained in this .xx t .01 0' 30 min. Ia
document which b properly. obtained from another souru. .Xxx + DO5 43-06 SINGLE HUNG
NISH 1REATMENT:
TITLE
ilE IN0242 1X BUCK INSTALLATION
3 1 2 1
SIZE CHART
OVERALL SIZE
DP RATING
WIDTH HEIGHT
44" 62" 30 PSF
52" 71"
35 PSF
52" 62"
36" 74"
44" 62"
44" 63"
48" 72" 40 PSF
44" 63" f45 PSF
36" 84"
t50 PSF
36" 74"
DATE I
a I' SIUCONE CAULK
HEAD
1/4" MAX. SHIM
1 47 SCALE
1/4.0 X 3 1/4" MIN. TAPCON r
ANCHOR WITH 1-1/4" MIN.
EMBEDMENT INTO CONCRETE •'`
Z
iv SILICONE CAULK
T_
JAMB
SILICONE CAULK 4X SCALE
SILICONE CAULK
CONCRETE
SILL
4X ,SCALE
NOTES:
1. Installations depicted satisfy the requirements of the 2004 Florida Building Code (with supplements) and 2007 Florida
Building Code for design wind pressures and overall sizes listed in the Size Chart
2. Concrete masonry installations are assumed at least ASTM C90 hollow masonry units with a 1-1/4" wall thickness or normal
weight concrete with a minimum compressive strength of rc=3,000 psi.
3. Tapcon masonry anchors shall have a minimum embedment of 1-1/4" or full penetration of concrete masonry unit shell.
They shall also have a minimum of 2" edge distance and.3" spacing between anchors. Install concrete masonry anchors
per manufacturer's installation instructions:
4. Wood buck strips are assumed 1x S—P—F (G=0.42) or denser. Buck width shall be greater than the window frame width. Tapered
or partial width buck strips are not allowed.
5. Maximum shim thickness of 1/4" permitted at each fastener location. Shims shall be non—compressible and load bearing type.
6. All interior and exterior perimeter surfaces of the window must be caulked.
7. When the optional head expanders are used, the INSTALLER MUST ADJUST the anchor lengths to maintain the required minimum
embedment into the substrate.
8. 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.
9. Pre—drill the thru 'hole at specified installation screw locations.
10. Screws at mid—height of sash for DP50 36x84 windows only.
11. Products ore non—impact and will require approved protection devices if used in wind—borne debris regions.
12. Not for use in High Velocity Hurricane Zone (HVHZ)
ATERIAL
DISCLOSURE STATEMENT - B
Thbdocement Is the property of Simonton Windows. which
WSIMONTONeIND
Dimensional Tolerances
mtolns o9 proprietary and other .rights to Its subject matter. Unless Otherwise. Specified r' D o w s
This document Is provided to the recipient an the expressed OY dr TEMP - 1 Cochrane Avenue
T.D.D.
on clition that it'Is"not to be disclosed, reproduced h whole or Pennsbom, VrV 26415 .
CHECKED 8Y:
ort, nor used in conjunction with the design, manufacture or Decimals Angles
repair of goods for anyone other than Simonton Windows SCALE: EET: APPR D 9Y:
without its. consent This restriction. does not limit. the .X t -.03 FIT 1 of 1
RFACE AREA: recipient's rights to utilize Information contained in this .xx t .01 0' 30 min. Ia
document which b properly. obtained from another souru. .Xxx + DO5 43-06 SINGLE HUNG
NISH 1REATMENT:
TITLE
ilE IN0242 1X BUCK INSTALLATION
3 1 2 1
4 I 3
MODEL DESIGNATION: Simonton Single Hung Series 43-06 Vinyl Window
MAXIMUM OVERALL NOMINAL SIZE: See Size Chart
DESIGN. PRESSURE RATING: See Size Chart
USABLE CONFIGURATIONS: 0
X
GENERAL DESCRIPTION: The head and side jambs are extruded PVC. The wall thickness through
which the anchor screw penetrates is a minimum of 0.070
r.
w
Joseph A. Reed, P.E.
FL PE 58920
130 Derry Ct.
York, PA 17406
717-764-7700
Project 80404.02-122-34
INTERIORSASH TRACK
EXTERIOR
SASH TRACK
1"cpF A
Na. 58920* '-
0 STATE OF (
0191 PGO
SSrONAtE .
is r. n
a ccdZ_
Date: 200e.e4.24 09,17:26 -04.00'
CONCRETE
SILICONE CAULK
I
OVERALL- SIZE
v
WIDTH HEIGHT
6
n
e
a
See Note 10
30 PSF
See Note 10
1
71"
35 PSF
Q
vnoTH
36" 74"
w
Joseph A. Reed, P.E.
FL PE 58920
130 Derry Ct.
York, PA 17406
717-764-7700
Project 80404.02-122-34
INTERIORSASH TRACK
EXTERIOR
SASH TRACK
1"cpF A
Na. 58920* '-
0 STATE OF (
0191 PGO
SSrONAtE .
is r. n
a ccdZ_
Date: 200e.e4.24 09,17:26 -04.00'
CONCRETE
SILICONE CAULK
REV.
REVISIONS' IREVISED BY DATE
1/4"0 X 3 1/4' MIN. TAPCON tic
2' MIN ANCHOR WITH 1-1/4" MIN.. 1 ENGINEERS REVIEW JAR 04/21/1
EMBEDMENT INTO CONCRETE
1X BUCK
SILICONE CAULK
1/4" MAX. SHIM 1X BUCK
CONCRETE
SILICONE CAULK
HEA1/4' MAX. SHIM
D •'
1'
1 47 SCALE
1/4"0 X3 1/4" MIN. TAPCON ,
ANCHOR WITH 1-1/4' MIN.
EMBEDMENT INTO CONCRETE •~
SILICONE CAULK
SILICONE CAULK
CONCRETE
SILL
4X SCALE
Z
N SIUCONE CAULK
JAMB _
47 SCALE
NOTES:
1. Installations depicted satisfy the requirements of the 2004 Florida Building Code (with supplements) and 2007 Florida
Building Code for design wind pressures and overall sizes listed in the Size Chart
2. Concrete masonry installations are assumed at least ASTM C90 hollow masonry units with a 1-1/4" wall thickness or normal
weight concrete with a minimum compressive strength of f c=3;000 psi.
3. Tapcon masonry anchors shall have a minimum embedment of 1-1/4" or full penetration of concrete masonry unit shell.
They shall also have a minimum of 2" edge distance and 3" spacing between anchors. Install concrete masonry anchors
per manufacturer's installotion instructions.
4. Wood buck strips are assumed 1x S—P—F (G=0.42) or denser. Buck width shall be greater than the window frame width. Tapered
or partial width buck strips are not allowed.
5. Maximum shim thickness of 1/4" permitted at each fastener location. Shims shall be non—compressible and load bearing type.
6. All interior and exterior perimeter surfaces of the window must be caulked.
7. When' the optional head expanders are used, the INSTALLER MUST ADJUST the anchor lengths to maintain the required minimum
embedment Into the substrate.
B. 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.
9. Pre—drill the thru hole at specified installation screw locations.
10. Screws at mid—height of sash for DP50 36x84 windows only.
11. Products are non—impact and will require approved protection devices if used in wind—borne debris regions.
12. Not for use in High Velocity Hurricane Zone (HVHZ)
ATERIAL
DIS su MEier SIIVIONTON B IND
This dowment b the property of Simonton Wndors, which Dimensional Tolerances
w A
retains oil proprietary and other rights to Its mbjxt matter. Unless Otherwise Specified s -
This document Is provided to the reeiplent on the expressed LLO dr
P
E1 Cochrane Avenue •
TD.D.
onditlon.:that it is not to be disclosed, reproduced In whole I Pennsboro,WV26415
CHECKED BY:
part nor used in conjunction with. the design, -manufacture or Decimals Angles
repair ofgoods for anyone other than Simonton Windows SCALE: EETPR DBYwithoutitsconsentThismtrictiondoesnotIlmitthe - X t .OJ
FIT - 1of1RFACEARE:
mipbmts rights to utl ize Information contained. in this, _ xx t 01 0' 30 min. S I • - -
document which Is property obtained from another souroe. .XXX t .D05 43-06 SINGLE HUNG
NISH TREATMENT nn r.
SIZE CHART
OVERALL- SIZE
OP RATING
WIDTH HEIGHT
44" 62" 30 PSF
52" 71"
35 PSF
52" 62"
36" 74"
44" 62"
44" 63"
48" 72" 40 PSF
44" 63" 45 PSF
36" 84"
f50 PSF
36" 74"
REV.
REVISIONS' I REVISED BY DATE
1/4"0 X 3 1/4' MIN. TAPCON tic
2' MIN ANCHOR WITH 1-1/4" MIN.. 1 ENGINEERS REVIEW JAR 04/21/1
EMBEDMENT INTO CONCRETE
1X BUCK
SILICONE CAULK
1/4" MAX. SHIM 1X BUCK
CONCRETE
SILICONE CAULK
HEA1/4' MAX. SHIM
D •'
1'
1 47 SCALE
1/4"0 X3 1/4" MIN. TAPCON ,
ANCHOR WITH 1-1/4' MIN.
EMBEDMENT INTO CONCRETE •~
SILICONE CAULK
SILICONE CAULK
CONCRETE
SILL
4X SCALE
Z
N SIUCONE CAULK
JAMB _
47 SCALE
NOTES:
1. Installations depicted satisfy the requirements of the 2004 Florida Building Code (with supplements) and 2007 Florida
Building Code for design wind pressures and overall sizes listed in the Size Chart
2. Concrete masonry installations are assumed at least ASTM C90 hollow masonry units with a 1-1/4" wall thickness or normal
weight concrete with a minimum compressive strength of f c=3;000 psi.
3. Tapcon masonry anchors shall have a minimum embedment of 1-1/4" or full penetration of concrete masonry unit shell.
They shall also have a minimum of 2" edge distance and 3" spacing between anchors. Install concrete masonry anchors
per manufacturer's installotion instructions.
4. Wood buck strips are assumed 1x S—P—F (G=0.42) or denser. Buck width shall be greater than the window frame width. Tapered
or partial width buck strips are not allowed.
5. Maximum shim thickness of 1/4" permitted at each fastener location. Shims shall be non—compressible and load bearing type.
6. All interior and exterior perimeter surfaces of the window must be caulked.
7. When' the optional head expanders are used, the INSTALLER MUST ADJUST the anchor lengths to maintain the required minimum
embedment Into the substrate.
B. 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.
9. Pre—drill the thru hole at specified installation screw locations.
10. Screws at mid—height of sash for DP50 36x84 windows only.
11. Products are non—impact and will require approved protection devices if used in wind—borne debris regions.
12. Not for use in High Velocity Hurricane Zone (HVHZ)
ATERIAL
DIS su MEier SIIVIONTON B IND
This dowment b the property of Simonton Wndors, which Dimensional Tolerances
w A
retains oil proprietary and other rights to Its mbjxt matter. Unless Otherwise Specified s -
This document Is provided to the reeiplent on the expressed LLO dr
P
E1 Cochrane Avenue •
TD.D.
onditlon.:that it is not to be disclosed, reproduced In whole I Pennsboro,WV26415
CHECKED BY:
part nor used in conjunction with. the design, -manufacture or Decimals Angles
repair ofgoods for anyone other than Simonton Windows SCALE: EETPR DBYwithoutitsconsentThismtrictiondoesnotIlmitthe - X t .OJ
FIT - 1of1RFACEARE:
mipbmts rights to utl ize Information contained. in this, _ xx t 01 0' 30 min. S I • - -
document which Is property obtained from another souroe. .XXX t .D05 43-06 SINGLE HUNG
NISH TREATMENT nn r.
MODEL DESIGNATION: Simonton Single Hung Series 43-06 Vinyl Window
MAXIMUM OVERALL NOMINAL SIZE: See Size Chart
DESIGN PRESSURE RATING: See Size Chart
USABLE CONFIGURATIONS: 0
X
GENERAL DESCRIPTION: The head and side jambs are extruded PVC. The wall thickness through
which the anchor screw penetrates is a minimum of 0.070".
6.
SIZE CHART
OVERALL SIZE
DP RATING
WIDTH HEIGHT
m
Q
v 9____
See Note 10
71"
H
52" 52"
36" 74"
44" 62"
See Note 10
48" 72"
6
44" 63"
Q
WIDTH
36"
es
Joseph A. RBed,'P.E.
FL PE 58920
130 Derry Ct.
York, PA 17406
717-754-7700
Project 80404.02-122-34
INTERIOR
SASH TRACK
ILI F-11
EXTERIOR
SASH TRACK
STATE OF
z P'2tC4.0. R 0
rnn:ma•,uo
a ZeedL
oma: sooe.oa za oe:irn.wroa
REVISIONS
J
1/4"0 X 3 1/4" LAIN. TAP -CON -
CONCRETE
12" MIN V-
ANCHOR MATHMIN. 1 ENGINEERS RENEW
EMBEDMENT INTO CONCRETE
SILICONE CAULK, FF
i`M..I _1X BUCK
SILICONE CAULK
1/4" MAX. SHIM
1% BUCK–
CONCRETE
HEAD
1 4X SCALE
1/4"0 X 3 1/4" MIN. TAPCON • •.T
ANCHOR WITH 1-1/4" MIN.
EMBEDMENT INTO CONCRETE •'
SIUCONE CAULK
SIUCONE CAULK •
y'
CONCRETE
SILL
47 SCALE
DATE
SIUCONE CAUL(
1/4" MAX. SHIM
Z
N SILICONE CAULK
1 JAMB
4X SCALE
NOTES:
1. Installations depicted satisfy the requirements of the 2004 Florida Building Code (with supplements) and 2007 Florida
Building Code for design wind pressures and overall sizes listed in the Size Chart
2. Concrete masonry installations are assumed at least ASTM C90 hollow masonry units with a 1-1/4" wall thickness or normal
weight concrete with a minimum compressive strength of fc=3,000 psi.
3. Topcon masonry anchors shall have a minimum embedment of 1-1/4" or full penetration of concrete masonry unit shell.
They shall also have a minimum of 2" edge distance and 3" spacing between anchors. Install concrete masonry anchors
per manufacturer's installation instructions.
4. Wood buck strips are assumed 1x S—P—F (G=0.42) or denser. Buck width shall be greater than the window frame width. Tapered
or partial width buck strips are not allowed.
5. Maximum shim thickness of 1/4" permitted at each fastener location. Shims shall be non—compressible and load bearing type.
6. All interior and exterior perimeter surfaces of the window must be caulked.
7. When the optional head expanders are used, the INSTALLER MUST ADJUST the anchor lengths to maintain the required minimum
embedment into the substrate.
B. 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.
9. Pre—drill the thru hole at specified installation screw locations.
10. Screws at mid—height of sash for DP50 36xB4 windows only.
11. Products,_are non—impact and will require approved protection devices if used in wind—borne debris regions.
12. Not for use in High Velocity Hurricane Zone (HVHZ) -
DISCLOSURE
property
STATEMrNT
of Simone SIMON TON" This document etproprietary property ofrights to It Windows. which Dimensional Tolerances
VU I N D o w s
Tisretain.
alldocument
Istary
and other rights to Its subject matter. UnlessUnless otherwise Ton
This document M provided to the recipient on the expressed TEMPER: - - - 1 Cochrane Avenue
ditlon that It b not to be disclosed, reproduced in whole or Pennsboro, WV 26415
part nor used ih conjunction with the design: monufuctureor Decimals Angles
repair of goods for anyone other than, Simonton Windows - . SCALE: - EEP
without Its consent This restriction does not limit the
RFACE AREA. .% t .03
FIT 1 of i.
recipient's rights to utilize information contained in this. .XX t 01 0' 30 min. SERIES:
document which Is property obtained from another source.. N TR[eTYCYT. T .XXX * .005. 43-06 SINGL
SIZE CHART
OVERALL SIZE
DP RATING
WIDTH HEIGHT
44" 62" 30 PSF
52" 71"
35 PSF
52" 52"
36" 74"
44" 62"
44" 63"
48" 72" 40 PSF
44" 63" 45 PSF
36" 64"
50 PSF
36" 74"
i`M..I _1X BUCK
SILICONE CAULK
1/4" MAX. SHIM
1% BUCK–
CONCRETE
HEAD
1 4X SCALE
1/4"0 X 3 1/4" MIN. TAPCON • •.T
ANCHOR WITH 1-1/4" MIN.
EMBEDMENT INTO CONCRETE •'
SIUCONE CAULK
SIUCONE CAULK •
y'
CONCRETE
SILL
47 SCALE
DATE
SIUCONE CAUL(
1/4" MAX. SHIM
Z
N SILICONE CAULK
1 JAMB
4X SCALE
NOTES:
1. Installations depicted satisfy the requirements of the 2004 Florida Building Code (with supplements) and 2007 Florida
Building Code for design wind pressures and overall sizes listed in the Size Chart
2. Concrete masonry installations are assumed at least ASTM C90 hollow masonry units with a 1-1/4" wall thickness or normal
weight concrete with a minimum compressive strength of fc=3,000 psi.
3. Topcon masonry anchors shall have a minimum embedment of 1-1/4" or full penetration of concrete masonry unit shell.
They shall also have a minimum of 2" edge distance and 3" spacing between anchors. Install concrete masonry anchors
per manufacturer's installation instructions.
4. Wood buck strips are assumed 1x S—P—F (G=0.42) or denser. Buck width shall be greater than the window frame width. Tapered
or partial width buck strips are not allowed.
5. Maximum shim thickness of 1/4" permitted at each fastener location. Shims shall be non—compressible and load bearing type.
6. All interior and exterior perimeter surfaces of the window must be caulked.
7. When the optional head expanders are used, the INSTALLER MUST ADJUST the anchor lengths to maintain the required minimum
embedment into the substrate.
B. 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.
9. Pre—drill the thru hole at specified installation screw locations.
10. Screws at mid—height of sash for DP50 36xB4 windows only.
11. Products,_are non—impact and will require approved protection devices if used in wind—borne debris regions.
12. Not for use in High Velocity Hurricane Zone (HVHZ) -
DISCLOSURE
property
STATEMrNT
of Simone SIMON TON" This document etproprietary property of rights to It Windows. which Dimensional Tolerances
VU I N D o w s
Tisretain.
all document
Istary
and other rights to Its subject matter. UnlessUnless otherwise Ton
This document M provided to the recipient on the expressed TEMPER: - - - 1 Cochrane Avenue
ditlon that It b not to be disclosed, reproduced in whole or Pennsboro, WV 26415
part nor used ih conjunction with the design: monufuctureor Decimals Angles
repair of goods for anyone other than, Simonton Windows - . SCALE: - EEP
without Its consent This restriction does not limit the
RFACE AREA. .% t .03
FIT 1 of i.
recipient's rights to utilize information contained in this. .XX t 01 0' 30 min. SERIES:
document which Is property obtained from another source.. N TR[eTYCYT. T .XXX * .005. 43-06 SINGL
4111111111111
A
MODEL DESIGNATION: Simonton Single Hung Series 43706 Vinyl Window
MAXIMUM OVERALL NOMINAL SIZE: See Size Chart
DESIGN PR UR RATING: See Size Chart
USABLE CONFIGURATIONS: 0
X
GENERAL DESCRIPTION: The head and side jambs are extruded PVC. The wall thickness through
which the anchor screw penetrates is a minimum of 0.070".
Joseph A. Reed, P.E.
FL PE 58920
130 Derry Ct.
York,- PA 17406,
717-764-7700
Project 80404.02-122-34
4
INTERIOR
SASH TRACK
EXTERIOR
SASH TRACK
d)OSEc E - RFFO
i No. M920 +=
STATE OF t(
rQ
0 n
PG,F .toRlo o
SS ONAIE _
n a
Daw: 2008odzaa917n- 'W'
2 1
1/4'0 X 3 1/4' MIN. TAPCON
CONCRETE 2 MIN" ANCHOR WITH 1-1/4' MIN.
EMBEDMENT INTO CONCRETE
SILICONE CAULK k 1X BUCK
CAULK
X. SHIM 1X BUCK
CONCRETE
SILICONE CAULK
1 /4" MAX. SHIM
1/4"0 X 3 1/4' MIN. TAPCON ••:••
ANCHOR WITH 1-1/4' MIN.
EMBEDMENT INTO CONCRETE •`•
Z
N SILICONE CAULK
JAMB
SILICONE CAULK e 4X SCALE
SILICONE CAULK t•; : y"
CONCRETE
SILL
47 SCALE
SIZE CHART
OVERALL SIZE
OP RATING
WIDTH HEIGHT
44" 62" 30 PSF
4
m
v
See Note 10
1.1
u
wS
44" 63"
48" 72"
See Note 10
44"
1 io
36" 84"
Q
1 VADTH
36" 74"
Joseph A. Reed, P.E.
FL PE 58920
130 Derry Ct.
York,- PA 17406,
717-764-7700
Project 80404.02-122-34
4
INTERIOR
SASH TRACK
EXTERIOR
SASH TRACK
d)OSEc E - RFFO
i No. M920 +=
STATE OF t(
rQ
0 n
PG,F .toRlo o
SS ONAIE _
n a
Daw: 2008odzaa917n- 'W'
2 1
1/4'0 X 3 1/4' MIN. TAPCON
CONCRETE 2 MIN" ANCHOR WITH 1-1/4' MIN.
EMBEDMENT INTO CONCRETE
SILICONE CAULK k 1X BUCK
CAULK
X. SHIM 1X BUCK
CONCRETE
SILICONE CAULK
1 /4" MAX. SHIM
1/4"0 X 3 1/4' MIN. TAPCON ••:••
ANCHOR WITH 1-1/4' MIN.
EMBEDMENT INTO CONCRETE •`•
Z
N SILICONE CAULK
JAMB
SILICONE CAULK e 4X SCALE
SILICONE CAULK t•; : y"
CONCRETE
SILL
47 SCALE
REVISIONS:
REVIEW _
HEAD
1 4X SCALE
DATE
NOTES:
1. Installationsdepicted satisfy the requirements of the 2004 Florida Building Code (with supplements) and 2007 Florida
Building Code for design wind pressures and overall sizes listed in the Size Chart
2. Concrete masonry installations are assumed at least ASTM C90 hollow masonry units with a 1-1/4" wall thickness or normal
weight concrete with aminimum compressive strength of fc=3,000 psi.
3. Topcon masonry anchors shall have a minimum embedment of 1-1/4" or full penetration of concrete masonry unit shell.
They shall also have a minimum of 2' edge distance and 3' spacing between anchors. Install concrete masonry anchors
per manufacturer's installation instructions.
4. Wood buck strips are assumed 1x S—P—F (G=0.42) or denser. Buck width shall be greater than the window frame width. Tapered
or partial width buck strips are not allowed.
5. Maximum shim thickness of 1/4" permitted at each fastener location. Shims shall be non—compressible and load bearing type.
6. All interior and exterior perimeter surfaces of the window must be caulked.
7. When the optional head expanders are used, the INSTALLER MUST ADJUST the anchor lengths to maintain the required minimum
embedment into the substrate.
8. 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.
9. Pre—drill the thru hole at specified installation screw locations.
10. Screws at mid—height of sash for DP50 36x84 windows only.
11. Products are non "impact and will require approved protection devices if used in wind—borne debris regions.
12. Not for use in High Velocity Hurricane' Zone (HVHZ)
DISCLOSURE STATEMENT - SIMO0 0 W S
RA INC
This document Is the property of Simonton wndowe, which Dimensional Tolerances
w r 'n o o w s
A
retains an proprietary and other rights to Its subject. matter. UnlessO ise Specified Specified T.D.O.
This document Is provided to the recipient on the expressed LLOY k TEMPER: - 1 Cochrane Avenue- CHECKED BY:
ondltIon that It In not to be disclosed. reproduced in whole or " - Pennsboro, WV 26415
part nor used In conjunction with the design, manufacture or Decimals Angles
rep of goods for anyone. other then Simonton 'Windows - SCALE: E1 APPR D BY:
without Its consent This restriction .does not limit the FACE AREA: X t .03
FIT 1 of T
recipient's rights to utilize Information contained In this: .xx t .01 0• 30. min. SERIES;
document. which Is properly obtained from another source. - .XXX t .005 43-06 SINGLE HUNG
NISN TREATMENT:
TITLE
FlLE: IN0242 1X SUCK INSTALLATION
3 2 1
SIZE CHART
OVERALL SIZE
OP RATING
WIDTH HEIGHT
44" 62" 30 PSF
52" 71'
35 PSF
52" 62"
36" 74"
44" 1 62"
44" 63"
48" 72" 40 PSF
44" 63" t45 PSF
36" 84"
ts0 PSF
36" 74"
REVISIONS:
REVIEW _
HEAD
1 4X SCALE
DATE
NOTES:
1. Installationsdepicted satisfy the requirements of the 2004 Florida Building Code (with supplements) and 2007 Florida
Building Code for design wind pressures and overall sizes listed in the Size Chart
2. Concrete masonry installations are assumed at least ASTM C90 hollow masonry units with a 1-1/4" wall thickness or normal
weight concrete with aminimum compressive strength of fc=3,000 psi.
3. Topcon masonry anchors shall have a minimum embedment of 1-1/4" or full penetration of concrete masonry unit shell.
They shall also have a minimum of 2' edge distance and 3' spacing between anchors. Install concrete masonry anchors
per manufacturer's installation instructions.
4. Wood buck strips are assumed 1x S—P—F (G=0.42) or denser. Buck width shall be greater than the window frame width. Tapered
or partial width buck strips are not allowed.
5. Maximum shim thickness of 1/4" permitted at each fastener location. Shims shall be non—compressible and load bearing type.
6. All interior and exterior perimeter surfaces of the window must be caulked.
7. When the optional head expanders are used, the INSTALLER MUST ADJUST the anchor lengths to maintain the required minimum
embedment into the substrate.
8. 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.
9. Pre—drill the thru hole at specified installation screw locations.
10. Screws at mid—height of sash for DP50 36x84 windows only.
11. Products are non "impact and will require approved protection devices if used in wind—borne debris regions.
12. Not for use in High Velocity Hurricane' Zone (HVHZ)
DISCLOSURE STATEMENT - SIMO0 0 W S
RA INC
This document Is the property of Simonton wndowe, which Dimensional Tolerances
w r 'n o o w s
A
retains an proprietary and other rights to Its subject. matter. UnlessOiseSpecifiedSpecified T.D.O.
This document Is provided to the recipient on the expressed LLOY k TEMPER: - 1 Cochrane Avenue- CHECKED BY:
ondltIon that It In not to be disclosed. reproduced in whole or " - Pennsboro, WV 26415
part nor used In conjunction with the design, manufacture or Decimals Angles
rep of goods for anyone. other then Simonton 'Windows - SCALE: E1 APPR D BY:
without Its consent This restriction .does not limit the FACE AREA: X t .03
FIT 1 of T
recipient's rights to utilize Information contained In this: .xx t .01 0• 30. min. SERIES;
document. which Is properly obtained from another source. - .XXX t .005 43-06 SINGLE HUNG
NISN TREATMENT:
TITLE
FlLE: IN0242 1X SUCK INSTALLATION
3 2 1
Florida Building Code Online 2/2/10 10:43 AM
ULfa
BCIS Home j Log In '! User Registration I Hot Topics Submit Surcharge i Stats & Facts Publications FBC Staff BCIS Site Map Links Search
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL # FL12117
Application Type New
Code Version 2007
Application Status Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance. Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Simonton Windows
1 Cochrane Ave
Pennsboro, WV 26415
800) 746-6687 Ext 4825
patricia_robison@simonton.com
Patricia Robison
patricia_robison@simonton.com
Patricia Robison
1 Cochrane Dr
Pennsboro, WV 26415
304) 659-2903 Ext 4825
patricia_robison@simonton.com
AAMA
1827 Walden Office Square
Suite 550
Schaumburg, IL 60173
847) 303-5664
webmaster@aamanet.org
Windows
Mullions
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Charles Anthony Pagen
the Evaluation Report
Florida License PE -49121
Quality Assurance Entity Architectural Testing, Inc.
Quality Assurance Contract Expiration Date 12/31/2011
Validated By Joseph A Reed, PE
m" Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
FL12117 RO COI New evaluation report 302.pdf
http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquk24AUC%2fEHMiZKikV9MHAo5XjXngST3EIzrXahgjQDPQ%3d%3d Page 1 of 3
r
Florida Building Code Online
tqulvaience or vroauct atanoaros
Certified By
Sections from the Code
1714.5.5
Product Approval Method Method 2 Option B
Date Submitted 02/17/2009
Date Validated 03/02/2009
Date Pending FBC Approval 03/05/2009
Date Approved 04/07/2009
Summary of Products
2/2/10 10:43 AM
DCA Administration
Department of Community Affairs
Florida Building Code Online
Codes and Standards
2555 Shumard Oak Boulevard
Tallahassee, Florida 323 99-21 00
850) 487-1824, Fax (850) 414-8436
2000-2010 The State of Florida. All rights reserved.
http://www.floridabuilding.org/pr/pr_app_dtf.aspx?param=wGEVXQwtDquk24AUC%2fEHMiZKikVgMHAo5XjXng5T3ElzrXahgjQDPQ%3d%3d Page 2 of 3
FL #
r-__
Model, Number or Name Description
12117.1 16990/V346A mullionAluminum reinforced vinyl mullions
Limits of Use I Installation Instructions
Approved for use in HVHZ: No j FL12117 RO II Installation SS drawing revised final.pdf
Approved for use outside HVHZ: Yes I Verified By: Charles Anthony Pagen P.E. 49121
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +75/-75 Evaluation Reports
Other: various DP performance levels. see attached FL12117 RO AE New evaluation report 302.12df
engineering for sizes and applicable DPs Created by Independent Third Party: Yes
12117.2 16991/VPI 560/VPI 354 mullion i Aluminum reinforced vinyl mullions
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL12117 RO II Installation SS drawing revised final.pdf
Approved for use outside HVHZ: Yes Verified By: Charles Anthony Pagen P.E. 49121
Impact Resistant: No
Design Pressure: +75/-75
i. Created by Independent Third Party: Yes
Evaluation Reports
Other: various DP performance levels. see attached FL12117 RO AE New evaluation report 302.0f
engineering for sizes and applicable DPs Created by Independent Third Party: Yes
12117.3 20634/VPI 436 mullion Aluminum reinforced vinyl mullions
Limits of Use
Approved for use in HVHZ: No
Installation Instructions
i FL12117 RO II Installation SS drawing revised final.pdf
Approved for use outside HVHZ: Yes Verified By: Charles Anthony Pagen P.E. 49121
Impact Resistant: No j Created by Independent Third Party: Yes
Design Pressure: +75/-75 i Evaluation Reports
Other: various DP performance levels. see attached j FL12117 RO AE New evaluation report 302.pdf
engineering for sizes and applicable DPs Created by Independent Third Party: Yes
12117.4 CM0146/VPI 573 mullion Aluminum vinyl mullions
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL12117 RO II Installation SS drawing revised final.pdf
Approved for use outside HVHZ: Yes Verified By: Charles Anthony Pagen p.E. 49121
Impact Resistant: NoCreated by Independent Third Party: Yes
Design Pressure: +75/-75 f Evaluation Reports
Other: various DP performance levels. see attached FL12117 RO AE New evaluation report 302.pdf
engineering for sizes and applicable DPs Created by Independent Third Party: Yes
DCA Administration
Department of Community Affairs
Florida Building Code Online
Codes and Standards
2555 Shumard Oak Boulevard
Tallahassee, Florida 323 99-21 00
850) 487-1824, Fax (850) 414-8436
2000-2010 The State of Florida. All rights reserved.
http://www.floridabuilding.org/pr/pr_app_dtf.aspx?param=wGEVXQwtDquk24AUC%2fEHMiZKikVgMHAo5XjXng5T3ElzrXahgjQDPQ%3d%3d Page 2 of 3
t CO<XkwNF wVP„ PRMNdkgkO. NY iHt; .-.
EXTRUDED NON -IMPACT VINYL MULLIONS.,
WITH -ALUMINUM REINFORCEMENT.
ALL NONIMPACT: WINDOW SERIES.: ....
LARGE MULL REINFORCEMENT CM0146 LARGE MULL REINFORCEMENT #1.6991.
ALUMINUM 6063-T6 ALUMINUM 6063-T6
MEDIUM MULL REINFORCEMENT #16990
ALUMINUM 6063-T6
BY
GLS
TDD
n:.
MEDIUM MULL REINFORCEMENT #20634
ALUMINUM 6063-T6
Lim.
FIN & J FRAMES H -MULLION PROFINISH H -MULLION NEW CONSTRUCTION H -MULLION RETROFIT HOOKED FRAMES MULLION
LARGE VINYL MULLION COVER #VPI -573 LARGE VINYL MULLION COVER #VPI -560 MEDIUM VINYL MULLION.C.OVER #V346A ,MEDIUM VINYL MULLION,COVER #:VPI -436
EXTRUDED VINYL .071 "MIN. EXTRUDED VINYL .079" MIN'. EXTRUDED 'VINYL .071" MIN. EXTRUDED VINYL .070" MIN.
ALL RETROFIT H -MULLION
LARGE VINYL MULLION COVER #VPI -354
EXTRUDED VINYL .071" MIN.
I INDIVIDUAL MULLION APPLICATIONS
2 DESIGN PRESSURES FOR REINFORCEMENT MO146
3 DESIGN PRESSURES FOR REINFORCEMENT 16991
4 DESIGN PRESSURES FOR REINFORCEMENT 16990
5 DESIGN PRESSURES FOR REINFORCEMENT 20634
6 MULLION ATTACHMENT AND ANCHORING
SIMOtiTON'
1 CMNRMIE I vfl. OP.NREtlORO.1W aNE
EXTRUDED NONIMPACT VINYL MULLIONS:
WITH ALUMINUM REINFORCEMENT
ALL NON -IMPACT WINDQW.SERIES
144" MAX. (2) UNR WIDTH
FOR SINGLE UNIT MAX. FOR SINGLE UNR MAX.
WIDTH SEE BELOW T WIDTH SEE BELOW
MAXIMUM SINGLE WINDOW WIDTH
WINDOW TYPE WINDOW WIDTH
SINGLE HUNG 52"
DOUBLE HUNG 56 -
HORIZONTAL SLIDER 72"
CASEMENT 16" m
FIXED
MULLION TRIBUTARY WIDTH = ZONE 2 WINDOW WIDTHS
NOTES: USE (4) #10 X 13/4- WOOD SCREWS AT THE HEAD AND SILL WITH
1.1/2 -MIN. EMBEDMENT INTO WOOD FOR ALUMINUM
MULLION.
2. TWO (2) RIVETS OR BARREL NUTS ARE REQUIRED TO ATTACH
L -BRACKETS TO ALUMINUM MULLION. SEE TABLE 1 (SHEET 6).
REVISIONS
REV. DESCRIPTION DATE BY
I REVISIED WORDING AT CHARTS - 4/4/2007 GLSSHT -
no--qper , a - 2 evKr we a ao a cnees 12/15/2008 TDD
Q TOTAL TWO (2) WINDOW UNITS WIDTH (INCHES)
d0 r--- 4.19 — --j
32 .54
QTABLE A - MAXIMUM DESIGN PRESSURES (PSF)
MULLION # CM0146
II
ALL FIN & J FRAMES H -MULLION LAR E'MULL REINFORCEMENT #CM0146
LARGE VINYL MULLION COVER #VPI -573 Al_UMINUNt G063 T6
EXTRUDED VINYL .071" MIN.
s a.
S[MONL43 Rn"v .sIDS
ll;E P ,
I sCo 11 i8hJ2
LES RA GEN;.t •k+7 "
FAR"eG s 17 a Ca
2124200s-
StMON'ON'--
1cOCnitvtl.ve:.C„xasogo. wy awts .
3 EXTRUDED NONIMPACT VINYL MULLIONS
WITH ALUMINUM REINFORCEMENT
ALL NON -IMPACT WINDOW SERIES
144" MAX. (2) UNIT WIDTH
FOR SINGLE UNIT MAX. FOR SINGLE UNIT MAX.
WIDTH SEE BELOW T WIDTH SEE BELOW
MAXIMUM SINGLE WINDOW WIDTH
NAJOCWt.l`l'PE YJItAX1W:JiK2Tt{
SINGLE tNNG SY
000BLEEHUNG.
HORIZONTAL SLIDER 72'
3fi'
Fl*.D --. 96'
MULLION TRIBUTARY WIDTH = ZONE 2 WINDOW WIDTHS
NOTES:
1. USE (4) •10 X 1 3/4" WOOD SCREWS AT THE HEAD AND SILL WITH
1-1/2' MIN. EMBEDMENT INTO WOOD FOR ALUMINUM
MULLION.
2. TWO (2) RIVETS OR BARREL NUTS ARE REQUIRED TO ATTACH
L -BRACKETS TO ALUMINUM MULLION. SEE TABLE 1 (SHEET 6).
L.
N.
s
u
z.
z=
Q r
nc:I40
z'=
O I.-
zz
J. J
Q
W'
O.
REVISIONS
REV. DESCRIPTION DATE
I REVnED WORDING AT CHARTS 47412007
2 evae perea w«F o , rt
12/15/2009
QTABLE B - MAXIMUM DESIGN PRESSURES (PSF)
MULLION #16991
BY
GLS
TDD
SUAON W :.
i GOG FANE A%c.- fMfaSBDFC wv }Ntt
EXTRUDED NON -IMPACT VINYL MULLIONS
WITH ALUMINUM REINFORCEMENT
ALL NON -IMPACT. WINDOWSERIES
MAXIMUM SINGLE WINDOW WIDTH
m,x>wUh1 :Sl[»LL^ WINDOW WIMF
WitaDOLV-TYPE WINDOW 4VIDTH
SIMf I.E ? VMG X52"
DOUBLE HUNG M.
tiORMONTAL SLIDER. 72,*
MULLfON TRIBUTARY WIDTH = ZONE 2 WINDOW WIDTHS
4
NOTES:
1. USE (4) 010 X 13/4- WOOD SCREWS AT THE HEAD AND SILL WITH
1.1/T MIN. EMBEDMENT INTO WOOD FOR ALUMINUM
MULLION.
2. TWO (2) RIVETS OR BARREL NUTS ARE REQUIRED TO ATTACH
L -BRACKETS TO ALUMINUM MULLION. SEE TABLE 1 (SHEET 6).
L.. -
c>
iES)
64 56" 48
2.86 _.
45---- j--- 1.66 - -{ .24
1_
k .21
21
f
21 .24
3.44
I
MEDIUM H -MULLION VINYL COVER #VPI -436 MEDIUM MULL REINFORCEMENT #20634
FOR ANY RETROFIT HOOKED FRAME ALUMINUM 6063-T6
EXTRUDED VINYL.070" MIN.
72" 22.0 22:0 22.0 23.0 24.0 .! 25.0 ;; 27.0 :; 31.0 34.0: 38A' 4
a = 68" 27.OL, 27.0 27.0 2$.0 29.OL 30.0 ' 33:0:: 37.0 41.0 > 48.0
64" 35.0. :` 35.0" 35.0: 35.0 36.0:.' 3$.0 41;0' 45.0 49.0 ` 55.0.; Ezw:
60" 45.0:: 45.0 ' 45.Q !I 45.0 46.0';: 47.Q; 51.0;: 56.0:: 61.0; Ei$.0':: 7
56" 60.0 ':: 60.0 60.0 60.0 60.061.0 65.0 71.0 75. 0 75.0: 7
52' 75.0. 75.0 75.0 '' 75.0 75.0:.::, 75.0:;.. 75.0: 75.0 " 75.0 75.0` 7
q 48" 75.0':: 75.0 75.0 75;0 ! 75.0 75.Q' 75.0.;., 75.475.0' t
44" 75.0: 75.0 75.0 75.0 75.0 :': 75.0 75A< 75.0; 75.0 L 75.0
O 40" 75.0 <> 75.Q. 75.0 „ 75:0 75.0 > 75.0 75.0:: 75 0 ` 75.0;:
A TABLE D - MAXIMUM DESIGN PRESSURES PSF)
MULLION # 20634
2.86 _.
45---- j--- 1.66 - -{ .24
1_
k .21
21
f
21 .24
3.44
I
MEDIUM H -MULLION VINYL COVER #VPI -436 MEDIUM MULL REINFORCEMENT #20634
FOR ANY RETROFIT HOOKED FRAME ALUMINUM 6063-T6
EXTRUDED VINYL.070" MIN.
RE4S ?.
StMON[YN REV. DEQ Rl Tl^vti DATEBY,
1,C4CHRANE AVE. PENNSB0R6," 28415 AEI1M€NUM MU.LIOP: - EXTRuDED VINYL REVISIED WORDING AT CHARTS -:
PH. 00426 REINFORCEMENT' NLIUONGOV"cR; I - u:H-_E.S, -^ d; 412 n;? GLS
EXTRUDED NON -IMPACT VINYL MULLIONS E063T6 1 ev;e per rt nda Ozoing 115ljp TDO
WITH ALUMINUM REINFORCEMENT ` Code; Added Sficet 7,
ALL NON -IMPACT WINDOW SERIES
I
L-9RACKF.T -
i
SASEPLATE—'><
DETAIL A.
SCALE 1:11
SEE.,NtANLIfAC TVRF.R'S ATTAC,-*,,:NT :
6.00> NS TRUG. tiNS FOR. ATTACHING REINFORCED
MULLIONS. TO'.ti'il•--iGOt'::UNIIS
625" t .90'' .625"
FOUR (4) 4.25 HOLES 2.044" I. -BRACKET IS ATTACHEQ, i
VINYL MWLI k.;N C Y R F MULLKiN
Rot'."F .RC.EMEN.t USING 12l RIVETS
SIMONTON'
1 COCHRANE AVE. PENNSBORO. WV 26415
P]4.900-42&2249
EXTRUDED NON -IMPACT VINYL MULLIONS
WITH ALUMINUM REINFORCEMENT
ALL NON -IMPACT W. INDOW SERIES
1 i/T MIN. -
EMBEDMENT
INTO WOOD
I Ili MIN,
INTO WOOD
10 X t 3/4" WOOD SCREW,
4) EACH, HEAD & SILL
VERTICAL CROSS SECTION
WITH 2X WOOD SUBSTRATE
i
I
I
I -
NOTES:
1. THE MULLION PRODUCTS AND THEIR INSTALLATION COMPLY WITH THE 2007FBC STRUCTURAL REQUIREMENTS AND ARE LIMBED TO USE OUTSIDE THE HVHZ
2. THE MULLIONS SHALL BE USED IN CONNECTION WITH FBC APPROVED PRODUCTS
J. '.3. ANCHORS SHALL HAVE l 112" MINIMUM EMBEDMENT INTO WOOD.
4. ATTACHMENT OF ALL 2X TREATED WOOD BUCKS SHALL BE ENGINEERED SEPARATELY BY OTHERS.
S. WOOD SHALL BE TREATED 2X SPRUCE, PINE, OR FIR.
6. #10 WOOD SCREWS SHALL BE STEEL CONFORMING TO ASTM • A 653.
7, BASE PLATES AND L.BRACKETS ARE STAINLESS STEEL CONFORMING TO AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) 302/304.
8. SIMILAR INSTALLATIONS ARE USED ON HEAD AND SILL.
9.. WHEN INSTALLAED IN LOCATIONS WHERE WINDBORNE DEBRIS PROTECTION REQUIREMENTS EXIST, USE OF AN IMPACT PROTECTIVE SYSTEM IS REQUIRED.
I0X 13/4"WOODSCREW
4) EACH. HEAD & SILL
RIVET OR BARREL NUT
SEE TABLE I ON SHEET 6),
REVISIONS
V. DESCRIPTION DATE BY
1-REVISIED WORDING AT CHARTS 4/4/2007 GLSH
evle g2e_P-._y'O6 °.' n
12/15/2008 TDD
SECTION A -A
I his Instrument i-repared by;
Name Fti A.S WD
Address:_ ?d2&_-;Vefcyy F-
Gvtacv ol.c
Permit No.:
NOTICE OF COMMENCEMENT
State of riL
11811 Hehill Ni11101111110,61WO69111N101W
NARY MI CLERK OF CIRCUIT COURT
Ta*
NMI
W Lm
AK 07477 Pg 1912; (1pg)
CL E RK I S # 2010130395
RECORDED 11/10/8010 10:38:43 to
RECORDING FEES 10.00
q41Countyof o rt RECORDED BY T Smith
THE UNDERSIGNED hereby gives notice that improvement(s) 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.
D SbS llLstrt — o Bd / / -
1. D escr tion of poop b legal descri tion of property and street address): $ ' de I (.U
2. General description of 0
3. Owner Information:
a) Name and complete address:_ .1Lw l/ll,I'liAwM
b) Interest in property:_O-WW,,/
e) Name and address of Fee Simple Title Holder (if other than owner):
21
Contractor Information: F.q,S. wj)
a) Company name and complete address:
b) Phone number:. Fax Number: aV- a.+
Surety:
a) Name and complete address:
COPY, b) Amount of Bond: $
c) Phone number; Fax Number: RYANNE- MORSE
CLERK OF bXCUIT COURT "
Lender:
SEMINOLE
UNIT. FLORIDA -
a) Name and complete address:
b) Phone number: Fax Number: urr ct-ERK
7. Persons within the State of Florida designated by Owner upon whom notices or other documents ma arlepaPo
provided by in Section 713.13(1)(a)74 Florida Statutes;
a) Name and complete address:
b) Phone number: Fax Number:
8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as
provided in Section 713.13(1)(b), Florida Statutes:
a) Name and complete address:
b) -Phone number: Fax Number:
9. Expiration date of Notice of Commencement (the expiration date is 1 -year from the date of'recording, unless adifferentdateisspecified):
AN/0Sjii7
WARNING TO OWNER; ANY PAYMENTS MADE BY THE OWNER AFTER TH (EXPIRATION OF THE. NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CT TATER 713, PART 1, SECTION 713.13,
FLORIDA STATUTES, AND CAN RESULT M 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 TENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Signa4e of Owner or Owner's Authorized
Officer/Director/Partner/Manager
Signatory's Title/Office
The foregoine instrument was aeknowled¢Pd h?fcr' meth i; day or' V C l 20 Q.
by a&)AN4co— L,)0\ % A+rw-A name of person) as the _ E l 1) L; (type
of authority,..e.g. officer, trustee, attorney in fact) for (name of party on behalf of
whom instrument was executed).
A L-
Sig turf of 46tary Public — State of Florida
Print, Type, or Stamp Commissioned Name of Notary
ROCERANDREWS Public/Commission Number
MY COMMISSION # DD 851997
EXPRd^ ,2013
BTRNNawrPuw tuen Personal) Known or Produced 1DY _ l
Verification Pursuant to Section 92.525, Florida Statutes
Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my
knowledge and belief.
kinaQre of Owner or Owner's Ailthnri7.ed