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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 I- LUI 1 I i 771 s i y I t{_ 1 f i.. i J f f S E I 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