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2400 Stevens Ave (2)
r Job Address: Parcel ID: Type of Work: New Add - ti Description of Work: V__P Plan Rfvp_ tet ieew] C, oQnta.0 Person;. Phone:l C l I " IJ MN(;; 4111 cp CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 16 - " rl LI Documented Construction Value: $ W Historic District: Yes No_ 09 V V Residential Commercial Alteration In Repair Deino Chagge of Use, Move Fax: Title: wa. o V - j , r(ppQerty Owner Information a Name Phone: Street:. Resident of"property? City, Stato Zip:" / 3 6 Contractor Information Name pk_171 Phone: Street: Fax: City, State Zip: g State License No.: Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, % furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Pennit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated. charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing be done in compliance with all applicable laws regulating ci f nature wner/Agen Date r Bbl Print O er/Agent's a Signature 407) 398-0153 Owner/Agent is _ Produced ID ENCE G. MULDOON II MY COMMISSION #FF006975 EXPIRES May 7. 2017 accurate and that all work will zoning. Personally Known to Ve or Contractor/Agent is Personally Known to Me or Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads i APPROVALS: ZONING: UTILITIES: of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes No WASTE WATER: ENGINEERING: FIRE: BUILDING. Revised: June 30, 2015 Permit Application SCPA Parcel View: 31-19-31-524-0900-0060 Property Record Card fpSrChk Parcel: 31-19-31-524-0900-0060 RW6 Owner: STRUBLE CRYSTAL A SCM"Ot e CCKNry. rLORM Property Address: 2400 S STEVENS AVE SANFORD, FL 32771 Parcel Information Value Summary Parcel 31-19-31-524-0900-0060 Owner STRUBLE CRYSTAL A Property Address 2400S STEVENS AVE SANI Mailing 2400 STEVENS AVE SANFC Subdivision Name WYNNEWOOD ITa. District Sl-SANFORD DOR Use Code 01 -SINGLE FAMILY Exemptions 00-HOMESTEAD(2009) Seminole-Oodnty GIS Page I of 2 135 2015 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 2 2 Depreciated Bldg Value 74,371 TM 72,191 Depreciated EXFT Value 1,400 Land Value (Market) 4 161151--- 16,151 Land Value Ag Just/Market Value 91,922 89,742 7, E! WYNNEWOOD Save Our Homes Adj 6,482 4,896 Amendment 1 Adj PB4PG93 Seminole-Oodnty GIS Page I of 2 Tax Amount without SOH: $903.27 2015 Tax Bill Amount $803.63 Tax Estimator Save Our Homes Savings: $99.64 TRIM Notice Help Does NOT INCLUDE Non Ad Valorem Assessments Legal Description 2016 Working 2015 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 2 2 Depreciated Bldg Value 74,371 TM 72,191 Depreciated EXFT Value 1,400 Land Value (Market) 4 161151--- 16,151 Land Value Ag Just/Market Value 91,922 89,742 Portability Adj WYNNEWOOD Save Our Homes Adj 6,482 4,896 Amendment 1 Adj PB4PG93 P&G Adj 0 0 Assessed Value 85,440 84,846 Tax Amount without SOH: $903.27 2015 Tax Bill Amount $803.63 Tax Estimator Save Our Homes Savings: $99.64 TRIM Notice Help Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 6-.+ N-2/3 OF LOT BLK 9 WYNNEWOOD PB4PG93 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 85,440 55,00011 30,440 Schools 85,440 iy,06! i55,440 City Sanford 85,440 55000 I 30,440 SJWM(Saint Johns Water Management) 85,440 55,000 30,440 County Bonds 000 30=440 Sales Description Date Book Page Amount FQualified Vac/Imp SPECIAL WARRANTY DEED 12/1/2008 07111 1 1171L7 -- i 109,900 1 No Improved CERTIFICATE OF TITLE 61RRE E 2/1/2008 12/1/2005 106922 1 Q-30-1 10041 O 4 ---------- I ------ -------- Improved CT 17VE D 06024 0366 100 '! No Improved WARRANTY DEED 11/1/2005 06024 0367 210'000 ' Yes Improved QUIT CLAIM DEEDT-0-59`2-7 06.-_.___ 0-6-37 i 100 i No i Improved WARRANTY DEED WARRANTY DEED WARF A NDEED 1 7/1/2005 05823 j03006 4.--1.—._._._...-- i 1582 1896 145,000 ! Yes 67,400 Yes Improved i Improved 8/1/1995 7 02954 1078 54,900 'No 1 Improved WARRANTY DEED 6/1/1994 02871 11 39 100 No 1 Improved CERTIFICATE OF TITLE 6/1/1994 02785 j27j$50,900 No Improved Page 1 of 2 (14 items) Ill 2 find Comparable Sales http://parceldetail.scpafl.org/ParcelDetaillnfo.aspx?PID=31193152409000060 9/13/2016 Congratulations on your purchase of the finest home improvement products in the industry today! Below are the names and contact information of key people involved with your purchase. We believe that communication is the pathway to success! Please contact the people below at anv time reeardine vour purchase and/or installation. Installation You will be contacted by a member of your Installation Team to discuss the lbl lowing: I. Confirm receipt of your contract and review specifications. 2. Schedule a time for the tight measure. 3. Identif , an approximate installation start or delivery date. 4. Answer any concerns you only have related to the project. Customer Care In the event that you have any questions or congPallr-regarding the window or dom installation, please do not hesitate to contact /q a, , your Production ardinator, or your Production Manager, at 0 77JOJ ? . If ti feel that we did not cjGliver on any of our promises to you. please contact us at ?.7 D O / j . V. Install Pick Up Delivery Low -E Mixed Impact Mixed Qnan,ity Ma—fi,cwrer Series style Color Grid, screen, 3020 Mercy Drive LineN:,tes 7711 Anderson Rd. Orlando, FL 32808 Tampa, FL 33634 407)770-0184 WINDOWS & DOORS 813)514-9490 www.fasw'd.com Name: / 2 r Y Teld FL Lie. a ccc 1518212 H: U U 14 C Email:__ 7 i'tGr 1/We. the owners) of the premises d cribs below, below for use at the premises located at: t fte referred to as "Bus offer to contract with FAS windows & Doors. hereinafter referred to as "FASWD", to urnishurnish a h d Is there a I lomeowners Association? 7 Yes t t Noe aq00 1 Q ens , P 31-7i 0 Street) 1 .! t ( City) Stun.) (i,o Congratulations on your purchase of the finest home improvement products in the industry today! Below are the names and contact information of key people involved with your purchase. We believe that communication is the pathway to success! Please contact the people below at anv time reeardine vour purchase and/or installation. Installation You will be contacted by a member of your Installation Team to discuss the lbl lowing: I. Confirm receipt of your contract and review specifications. 2. Schedule a time for the tight measure. 3. Identif , an approximate installation start or delivery date. 4. Answer any concerns you only have related to the project. Customer Care In the event that you have any questions or congPallr-regarding the window or dom installation, please do not hesitate to contact /q a, , your Production ardinator, or your Production Manager, at 0 77JOJ ? . If ti feel that we did not cjGliver on any of our promises to you. please contact us at ?.7 D O / j . V. Install Pick Up Delivery Low -E Mixed Impact Mixed tea,e ot,te , tt got. oursta. iramwaoc. in. at,n tinge scans to one owes. Please read the following bald j) -pe and initial corresponding line. Blit doors are non -finished. Failure to paint or stain doors in a timely manner may affect your rights undo the manufacturer's warranty. Jr 7otApplicable Buyer initials: Verbal understandings and agreements with representative shall not be binding. All understandings and agreements must he set forth in writing in Iris Contract. I understand and recognize all terms and conditions on the front and reverse of this contract and am initialing to indicate my complete understanding. r Buyer initials: HURRICANE PROTECTION 1 acknowledge that 1 am the owner of the residence and have contracted with FASWD to replace w'indow's/doors. The home is located in an impact zone and 1 have existing hurricane protection equipment that complies with local jurisdiction. FASIVD will not be liable if my existing protection equipment is deemed inadequate by the local government inspector after my window's are installed. In the event that any hurricane protection equipment fails inspection, 1 understand that FASWD will supply appropriate materials at a cost to me of $37$.00 per opening. I am initialing to indicate m' complete understanding. otApplicable Buyer initials: NOTE: The warranty provisions as stated on the reverse have been explained and [/We understand them fully. Additional provisions and warr:mti are st ted o the reverse side and are part of this contract. ) /X Buyer inifial // The TOTAL PRICK for all 'A" hot & ;0L 'Materials (including any applicable discount) is Terms: iTredit (Subject to the approval of the YWyarion,m) Credit Approval Code: Iii- Credit Carl (Please till out credit and information sheet) Cash (Final Paynrent payable to Installer upon completion) SUB TOTAL: -- TAX (DELIVERY OTAL: TAX(DELIVERY ORUCK)PONLY) C) Cl2AN'Il TOTAL:_ DEPOSIT REQUIRED: BALANCE DUE:—YUP Ifthis is a credit transaction, the agreement for credit is contained in a separate document which is incorporated herein by reference and made a pan herenl: IN WITNESS WIiEREOF Buycgs) have hereunto signed their names) this___day of___. 20__ and 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 at 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. Qnan,ity Ma—fi,cwrer Series style Color Grid, screen, 1)bseatrel Te, LineN:,tes tJAT2 r srs Nit we fl . 3 s- Gi 0 Ph 1 .! 4 Q tea,e ot,te , tt got. oursta. iramwaoc. in. at,n tinge scans to one owes. Please read the following bald j) -pe and initial corresponding line. Blit doors are non -finished. Failure to paint or stain doors in a timely manner may affect your rights undo the manufacturer's warranty. Jr 7otApplicable Buyer initials: Verbal understandings and agreements with representative shall not be binding. All understandings and agreements must he set forth in writing in Iris Contract. I understand and recognize all terms and conditions on the front and reverse of this contract and am initialing to indicate my complete understanding. r Buyer initials: HURRICANE PROTECTION 1 acknowledge that 1 am the owner of the residence and have contracted with FASWD to replace w'indow's/doors. The home is located in an impact zone and 1 have existing hurricane protection equipment that complies with local jurisdiction. FASIVD will not be liable if my existing protection equipment is deemed inadequate by the local government inspector after my window's are installed. In the event that any hurricane protection equipment fails inspection, 1 understand that FASWD will supply appropriate materials at a cost to me of $37$.00 per opening. I am initialing to indicate m' complete understanding. otApplicable Buyer initials: NOTE: The warranty provisions as stated on the reverse have been explained and [/We understand them fully. Additional provisions and warr:mti are st ted o the reverse side and are part of this contract. ) /X Buyer inifial // The TOTAL PRICK for all 'A" hot & ;0L 'Materials (including any applicable discount) is Terms: iTredit (Subject to the approval of the YWyarion,m) Credit Approval Code: Iii- Credit Carl (Please till out credit and information sheet) Cash (Final Paynrent payable to Installer upon completion) SUB TOTAL: -- TAX (DELIVERY OTAL: TAX(DELIVERY ORUCK)PONLY) C) Cl2AN'Il TOTAL:_ DEPOSIT REQUIRED: BALANCE DUE:—YUP Ifthis is a credit transaction, the agreement for credit is contained in a separate document which is incorporated herein by reference and made a pan herenl: IN WITNESS WIiEREOF Buycgs) have hereunto signed their names) this___day of___. 20__ and 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 at 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. l // / RIlvru tiURA 'GD R\': Rcprcxn Uatr S 1 R J)"o, ' 719116 G AI'PRUVRD B' Su les Manager Dm N l // / RIlvru Buy,,(,) understands that this document docs not constitute a valid and nybindingContractforapurpos unless and until it is signed a d accepted by an authorized representative of FASWD. All mounts due order this agreement shall be paid upon the date specified herein. if so set out, or upon the day the last of the work or products are furnished to the Buyer. Past due an,nunts are subject to a service charge of IS% per annum from the due date. Buyer agrees to pay FASWD all costs of enforcement or collection, including reasonable attorney fees, whether or not a lawsuit is commenced as a pan of the collection process. '['his Contract and the agreement for credit if any, shall constitute the entire agreement between the parties. which entire agreement and specifications shall not he altered or modified except by written agreement boh,ceo the parties hereto. IN THE EVENT THIS CONTRACT IS NOT .ACCEPTED BY FASWD, ANY PAYMENT MADE HEREUNDER SHALT_ BE REFUNDED TO THE BUYER(S) .AND THE CONTRACT SHALL BE NULL AND VOID .AND OF NO EFFECT. FASWD IS NOT RESPONSIBLE FOR EXISTING STRUCTURAL DEFECTS. DRi' ROT OR CODE VIOLATIONS; REPAIRING. PLASTERING, CARPENTRY AND/OR DECORATING ARE NOT INCLUDED UNLESS SPECIFICALLY CHARGED FOR .AND SPECIFIED IN WRITING HEREIN. P age — 4f_ White Copy (Office) Cannon' Copy (Production) Pink Copy (Buyer) HU ! Da,c C N R J)"o, ' 719116 Buy,,(,) understands that this document docs not constitute a valid and nybindingContractfor apurpos unless and until it is signed a d accepted by an authorized representative of FASWD. All mounts due order this agreement shall be paid upon the date specified herein. if so set out, or upon the day the last of the work or products are furnished to the Buyer. Past due an,nunts are subject to a service charge of IS% per annum from the due date. Buyer agrees to pay FASWD all costs of enforcement or collection, including reasonable attorney fees, whether or not a lawsuit is commenced as a pan of the collection process. '['his Contract and the agreement for credit if any, shall constitute the entire agreement between the parties. which entire agreement and specifications shall not he altered or modified except by written agreement boh,ceo the parties hereto. IN THE EVENT THIS CONTRACT IS NOT .ACCEPTED BY FASWD, ANY PAYMENT MADE HEREUNDER SHALT_ BE REFUNDED TO THE BUYER(S) .AND THE CONTRACT SHALL BE NULL AND VOID .AND OF NO EFFECT. FASWD IS NOT RESPONSIBLE FOR EXISTING STRUCTURAL DEFECTS. DRi' ROT OR CODE VIOLATIONS; REPAIRING. PLASTERING, CARPENTRY AND/OR DECORATING ARE NOT INCLUDED UNLESS SPECIFICALLY CHARGED FOR .AND SPECIFIED IN WRITING HEREIN. P age — 4f_ White Copy (Office) Cannon' Copy (Production) Pink Copy (Buyer) J I&lil hilifIISIIIIII9111BVIII IIIIIsil Prepared By:— ii'MIT_ 1*10i':3E Sla'11i 101_E C011ITY Return to: FASWD, LLC C1. -EN' 01" (:1RC:L11T C:OLJRT t. C:+-MPTROLLE R. 3020 Mercy Dr. Orlando, FL 32808 L I;. : 6, F':F 50 (1Psjs ` r. ,,CLEF`t, x IiEC.0RDED 1+.1,/1.:ir'2011i3 12 Ci4''1A t'il NOTICE OF COMM ENCEMENT,.,.i.-i_HI)1h1(:; FEES q',10.00 State of Florida n ' REGARDED GY hdLvore County of ll rl 3ParcelID: `• Permit #: The undersigned hereby gives notice that improvement will be made to certain real property. In accordance with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement: 1. Legal,de of Property ( no strele;.pddressAf,available) WE General description of improvemeenS- t:` eV" WA 0 Lyq VkAa. Owner name/address:- rro t Z M b. Interest in property: c. Name and address of fee simple title holder (if other than owner): _ 4. Contractor Name and Address: FASWD, LLC 3020 MERCY DRIVE ORLANDO FL 32808 5. Surety — Name and Address: Amount of bond: $ 6. Lender — Name and Address: 7. Persons within the State of Florida designated by Owner upon v be served as provided by Section 713.13(1)(a) 7, Florida Statutes: CERTIFIEDCOPY-MARYANKEMORSE CLERK OF THE CIRCLAT COURT AN COMPTROLLER F ISt@4fIL cmenfs may 8f CLERK 8. In addition to him/herself, Owner designates the following person(s) to receive a copy of tVe LienT Notice as provided in Section 713.13(1)(b), Florida Statutes [Provide Name/Mailing Address]: 99U 9. NOC expiration date (one full year from the date of recording unless different date is specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13,. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Verification pursuant to Section 92.525, Florida Statutes: Under penalties of perjury, I declare that I have read thp4oregoing and that the facWVtated in it are true to the best of my knowledge and belief. Signature of (Twner/A Natu The foregoing in7trument by authority) f4 Publi 407) 398.0153 or Owner's Authorized Officer/Director/Partner/Manager) d before me this P9 day of , 20JI print name of person) as \Q (type of of party on behalf of whom instrument was executed). GARY OROIAN MY COMMISSION #FF089917 EXPIRES February 5, 2018 Known -OR- Produced Identification `L /1 C LIMITED POWER OF ATTORNEY Date: 1 - hereby name and appoint to be my lawful attorney-in-fact to act for me and apply for a permit for work to be performed at the location described as: Addy sof ob) } Owner of Property) l•C /, And to sign my name and do all things necessary to this appointment. Signature of Certified Contractor Scott A. Varga (CGC1518212 Printed Name of Contractor and License Number STATE OF FLORIDA COUNTY OF T forego'ng stru ent as/ j acknowledged before me this day ofNhco' is ] personally known to me or ® has produced of identification) has identifica ' l ` L,-, ay il"', / gnat of Notary Public, State of Florida Print/Typ Stamp Name of Notary Public JACQd1ELINEYSCHMIDT Ste. OQ MY COMMISSION #FF067653 EXPIRES November 24, 2017 OF FL,: ao7) ass-ot53 FloridallotaryService.com ( SEAL) 20&, by type Project Diagram WiA1DOWS & DO9RS Job ID I j Customer j) • Address a 6. SQiL{'.ti" Sales Repry DON'T FORGET *Mean Roof Height *Corners *Room IDs No. ';Type DP Size + SHGC { U -Factor 60 1 2L V1 Z N p r"d s G) z W 7) x r 1 2L qn z 7) x 3 I 1 L x S,) 4 l is x So a o A 5 q'0 72. x 6 x ao Ic 7X.py x4-7 9 I 1 x 10 x 11 x 12' x 13 x 14' x 15 x 16 x C7 n 17 x 18 x n O 19 " x C 20 i x 21" x 22 x0r- 0 cm-0nm D 23 x ZZQCn mSD=om MZC0-< 0-I- Z 24 x CC)CZ O TI 25: x QZD200m00or' ZM age lofl m mo.TCn7o5>O= v© m t? 0 I Q nCo-+> C 0 e r D m Zr--050xw i TJmZZ2n O'^ O00m0 m 7o C) TO Ii f -e I,' ni acnMD-n Q0=M""IDO, 0 C csa mxTmrl C i(nz mDm D mMZO C n M n-0MTMIZO O 0s;TMZ nOM OZ C C) m —i m Z 717/2015 a Florida Building Code Online RBPiiHQMp'_AO;O1tY R9P4ti,R&PR,Ck1UB3Y ItdS,.GrJNtAC"GG6pR Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL7612-R11 1(012.5 vApplicationTypeRevision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Simonton Windows Address/Phone/Email 1 Cochrane Ave Pennsboro, WV 26415 614) 532-3596 luanne.harris@simonton.com Authorized Signature Luanne Harris luanne.harris@simonton.com Technical Representative Luanne Harris Address/Phone/Email 1 Cochrane Ave Pennsboro, WV 26415 614) 532-3596 luanne.harris@simonton.com Quality Assurance Representative AAMA Address/Phone/Email 1827 Walden Office Square Suite 550 Schaumburg, IL 60173 847) 303-5664 webmaster@aamanet.org Category Exterior Doors 6 CM )15SVo Subcategory Sliding Exterior Door Assemblies %'(1l'1 / n G j ljC/1 Compliance Method I`/( Certification Mark or Listing Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By American Architectural Manufacturers Association American Architectural Manufacturers Association Standard AAMA 450 AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 Florida Licensed Professional Engineer or Architect FL7612 R11 Eauiv Sim Ex-PVC-Eauivalencv.ndf Year 2006 2005 2008 https://floridabLA iding.orglprlpr_ppp_dtl.aspx?param=wGE\IXQwtDqul OGgs3mdW 1vwS4M OkoYHklo%2btakj %2f3LGQ3AKeY7tBuQ%3d%3d 1/4 7/72015 Florida Building Code Online Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: 95x80 (+/-35 PSF), 71x96 (+/-35 PSF), 71x80 (+/-35 PSF) Retrofit Installation PG35.Ddf FL7612 R11 C CAC 06-05 SGD (Finless) 71x80 R PG65 oddf FL7612 R11 C CAC 06-05 SGD Retro 95x80 R35 Ddf Quality Assurance Contract Expiration Date 01/29/2017 Installation Instructions FL7612 R11 II IN0412 06-05 2P PD 2X Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 7612.5 11-11 Reflections 5500, Prism Platinum, Generations, Sears 9300, Impressions 9800, THD 6500 Vantage Pointe, Grand Estates Premier/Premium Plus, Grandura Vinyl 2 -Lite Sliding Patio Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: 77x96 (+/-35 PSF), 96x80 (+/-50 PSF) Certification Agency Certificate FL7612 R11 C CAC 11-11 2P SGD 77x96 R PG35 (ext) Ddf FL7612 R11 C CAC 11-11 2P SGD 96x80 R50 (ext) Ddf Quality Assurance Contract Expiration Date 06/24/2016 Installation Instructions FL7612 R11 II IN0333 11-11 2P PD 2X odf FL7612 R11 II IN0447-R4 11-11 2P PD 1X Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL7612 R11 AE Eva IReDOrt-IN0447-R4 Ddf Created by Independent Third Party: Yes 7612.6 11-11 Reflections 5500, Prism Platinum, Generations, Sears 9300, Impressions 9800, THD 6500 Vantage Pointe, Grand Estates Premier/Premium Plus, Grandura Vinyl 3 -Lite Sliding Patio Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: 107x95 Certification Agency Certificate FL7612 R11 C CAC 11-11 3P SGD 107x95 R PG35 Ddf Quality Assurance Contract Expiration Date 12/17/2017 Installation Instructions FL7612 R11 II IN0334 11-11 3P PD 2X Ddf FL7612 R11 II IN0448-R4 11-11 3P PD 1X Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL7612 R11 AE EvalReoort-IN0448-R4 pdf Created by Independent Third Party: Yes 7612.7 11-11 Reflections 5500, Prism Platinum, Generations, Sears 9300, Impressions 9800, THD 6500 Vantage Pointe, Grand Estates Premier/Premium Plus, Grandura 4 -Lite Sliding Patio Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: 143x79 Certification Agency Certificate FL7612 R11 C CAC 11-11 4P SGD 143x79 R PG35 (ext) Ddf Quality Assurance Contract Expiration Date 03/12/2016 Installation Instructions FL7612 R11 II IN0337 11-11 4P PD 2X Ddf FL7612 R11 II IN0449-R2 11-11 4P PD 1X Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL7612 R11 AE Eva lReoort-IN0449-R2 Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an WEED employer. Copyright 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they haveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here. Product Approval Accepts: https:llfloridabuilding.orglprlpr_ppp Ml.aspx?param=wGEVXQwtDqulOGgs3mdWlvwS4MOkoYHklo%2btakj%2f3LGQ3AKeY7tBLtQ%3d%3d 314 MODEL DESIGNATION: Simonton Series 11-11 2—Panel Vinyl Patio Door MAXIMUM OVERALL NOMINAL SIZE, See Size Chart DESIGN PRESSURE RATING: See Size Chart USABLE CONFIGURATIONS: X0, OX GENERAL DESCRIPTION: The head, sill, and side jambs are extruded PVC. The wall thickness through which the anchor screw penetrates is a minimum of 0.180". Lucas A. I DATE: ' W MAX. I Turner UPDATED NOTES AND ANCHOR SIZES. T.D.D. 07/25/10 2015-06-29 RE4yz)- 6, 16:02-04:00.......... paGEAlSF: , Zz— No 58201 :fid L 6/29/2015 Tt Lucas A. Turner, P. E. it Z FL PE#58201 9; STATE OFW : 1239JabaraAve. p.: AN*. A' ivNorth8 Ph.. 941380-1574 s3/ONe1•GNG? SIZE CHART OVERALL SIZE WIDTH HEIGHT DP RATING W" "H„ Z96- 35 PSF 96" 80" ±50 PSF THIS UNIT WAS TESTED WITH ALUMINUM "A9" REINFORCEMENT. MIN EDGE DIST., CONCRETESEENOTE2 INSTALLATION ANCHOR, SEE NOTE 2 SILICONE CAULK J EXT. PERIMETER) BACKER ROD SET SILL ON SERPENTINE BEAD OF PECORA 896 STRUCTURAL GRADE SILICONE CAULK WITH A 4' VOID AT EACH END SILICONE CAULK TEL EXT. PERIMETER) MIN. EMBED., SEE NOTE 2— I MIN. EMBED. SEE NOTE 2 X WOOD BUCK SILICONE CAULK INT. PERIMETER) BACKER ROD 1/4" MAX. SHIM REVISIONS: REVISED BY DATE: ' CRIPTI N. T.D.O. DESCRIPTION - 01/20/10 UPDATED NOTES AND ANCHOR SIZES. T.D.D. 07/25/10 U DA IS PNWSTT.D.D. N TE 12/08/11 UPDATE ANCHOR NOTES L.M.H. 06/17/15 THROUGH KEEPER A f .03 MIN. EMBED. SEE NOTE 2 1X WOOD BUCK SERIES: BACKER ROD E ERE NRY SILICONE CAULK INT. PERIMETER) 1X WOOD BUCK CONCRETE J MASONRY MIN. EDGE DIST., SEE NOTE 2 SILICONE CAULK EXT. PERIMETER) 1/4' MAX. SHIM INSTALLATION ANCHOR, SEE NOTE 2 BACKER ROD JAMBS 3 SILL NOTES, 1. This Installation has been evaluated for use in locations adhering to the Florida Building Code outside the HVHZ, and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure ratings herein. 2. For anchoring to solid uncrocked concrete (min. compressive strength of 2000 psi), use 3/16" ITW Tapcons with 1' min. embedment and 1-1/8" min. edge distance. For anchoring to uncrocked hollow or grout—filled concrete masonry units (conforming with strength requirements of ASTM C90, 117 PCF min. density), use 3/16' ITW Tapcons with 1" min. embedment and 2" min. edge distance. A minimum center—to—center spacing of 3" shall be maintained between all ITW Tapcons in any direction. For anchoring to wood (Southern Pine or G=0.55 min.), use #10 wood screws with 1-3/8' min. embedment and 7/8" min. edge distance. 3. All interior and exterior perimeter surfaces of the window must be caulked. 4. Anchor type, size, spacing, embedment, and edge distance shall be as specified in these drawings. 5. Anchor embedment to substrata shall be beyond wall dressing or stucco. For masonry openings with wood bucks less than 1-1/2" thick, embedment shall be beyond wood bucks. If used, and into masonry substrate. Wood bucks with masonry are optional. 6. Wood or masonry openings, bucks, and buck fasteners, by others, shall be properly designed and Installed to transfer wind loads to the structure. 7. The responsibility for selection of Simonton products to meet any applicable local laws, building codes, ordinances, or other safety requirements rests solely with the architect, building owner, or contractor. 8. Shims are required where gaps of greater than 1/16" exist between opening and frame. Max. shim stack is 1/4'. Shims shall be load—bearing and capable of transferring loads to the substrate. - 9. When used in areas requiring impact protection, this product requires the use of approved impact resistant shutters or other external protection. 10. Sealing and flashing by others should be applied using the ASTM E 2112 methodology appropriate for the opening Into which the product Is being installed. Overall water penetration resistance of the installed product is not addressed in this drawing and is the responsibility of others. 11. Glazing shall comply with ASTM E 1300-04 12. All fasteners penetrating into pressure treated wood shall be capable of preventing corrosion due to reaction with pressure treatment chemicals. Any dissimilar materials that come into contact shall be protected to prevent reactions in accordance with code requirements. 13. A wind load duration factor Cd = 1.6 was used for the analysis of wood screws only. 14. Products shall be constructed as specified in test reports 80690.01-501-47—r0 and A2053.01 -501-47—r0, by Architectural Testing, Inc. nlca ns RF STATEMFNT This document Is the property of Simonton Windows, which ralalns all proprietary and other rights to Its subJect matter. This document is provided to the recipient an the expressed onditlon that It Is not to be disclosed, reproduced N whole a sort, nor sed In conjunction with the design, manufacture or repair of goads for anyone other than Simonton windows without its consent. This restriction does not limit the documentrecipient's istproperty Information bta ed from anotherin this source. Dimensional Tolerances I lnle.• Oth l— a'Fl d INSTALLATION ue, PECORA 896 STRUCTURAL ANCHOR, CHE( GRADE SILICONE FULL SEE NOTE 2 PERIMETER CAULK THROUGH KEEPER A f .03 SILL IIT,_ h EX?) Ax t .at 0' 30 min. SERIES: MIN EDGE DIST., 11-11 2—PANEL PATIO SEE NOTE 2 e 1X WOOD BUCK CONCRETE J MASONRY MIN. EDGE DIST., SEE NOTE 2 SILICONE CAULK EXT. PERIMETER) 1/4' MAX. SHIM INSTALLATION ANCHOR, SEE NOTE 2 BACKER ROD JAMBS 3 SILL NOTES, 1. This Installation has been evaluated for use in locations adhering to the Florida Building Code outside the HVHZ, and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure ratings herein. 2. For anchoring to solid uncrocked concrete (min. compressive strength of 2000 psi), use 3/16" ITW Tapcons with 1' min. embedment and 1-1/8" min. edge distance. For anchoring to uncrocked hollow or grout—filled concrete masonry units (conforming with strength requirements of ASTM C90, 117 PCF min. density), use 3/16' ITW Tapcons with 1" min. embedment and 2" min. edge distance. A minimum center—to—center spacing of 3" shall be maintained between all ITW Tapcons in any direction. For anchoring to wood (Southern Pine or G=0.55 min.), use #10 wood screws with 1-3/8' min. embedment and 7/8" min. edge distance. 3. All interior and exterior perimeter surfaces of the window must be caulked. 4. Anchor type, size, spacing, embedment, and edge distance shall be as specified in these drawings. 5. Anchor embedment to substrata shall be beyond wall dressing or stucco. For masonry openings with wood bucks less than 1-1/2" thick, embedment shall be beyond wood bucks. If used, and into masonry substrate. Wood bucks with masonry are optional. 6. Wood or masonry openings, bucks, and buck fasteners, by others, shall be properly designed and Installed to transfer wind loads to the structure. 7. The responsibility for selection of Simonton products to meet any applicable local laws, building codes, ordinances, or other safety requirements rests solely with the architect, building owner, or contractor. 8. Shims are required where gaps of greater than 1/16" exist between opening and frame. Max. shim stack is 1/4'. Shims shall be load—bearing and capable of transferring loads to the substrate. - 9. When used in areas requiring impact protection, this product requires the use of approved impact resistant shutters or other external protection. 10. Sealing and flashing by others should be applied using the ASTM E 2112 methodology appropriate for the opening Into which the product Is being installed. Overall water penetration resistance of the installed product is not addressed in this drawing and is the responsibility of others. 11. Glazing shall comply with ASTM E 1300-04 12. All fasteners penetrating into pressure treated wood shall be capable of preventing corrosion due to reaction with pressure treatment chemicals. Any dissimilar materials that come into contact shall be protected to prevent reactions in accordance with code requirements. 13. A wind load duration factor Cd = 1.6 was used for the analysis of wood screws only. 14. Products shall be constructed as specified in test reports 80690.01-501-47—r0 and A2053.01 -501-47—r0, by Architectural Testing, Inc. nlca ns RF STATEMFNT This document Is the property of Simonton Windows, which ralalns all proprietary and other rights to Its subJect matter. This document is provided to the recipient an the expressed onditlon that It Is not to be disclosed, reproduced N whole a sort, nor sed In conjunction with the design, manufacture or repair of goads for anyone other than Simonton windows without its consent. This restriction does not limit the documentrecipient's istproperty Information bta ed from anotherin this source. Dimensional Tolerances I lnle.• Oth l— a'Fl d SIMONTON' x i N 0 0 W ue, 1 Coclasne Avenue CHE( Dee'unals AnglesSCALE: Pennsboro, WV 26415 SHEET: APPI A f .03 nT 1 0/ l Ax t .at 0' 30 min. SERIES: xxx d:.005 11-11 2—PANEL PATIO Product Approval Menu > Product or Application Search > Application List > Application Detail DevexarD' ao3uur.Dewt" aaweDIVISIDAM ,Muct`OHM FL # FL5179-R13 Application Type Revision ` l Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Simonton Windows Address/Phone/Email 1 Cochrane Ave Pennsboro, WV 26415 614) 532-3596 luanne.harris@simonton.com Authorized Signature Luanne Harris luanne.harris@simonton.com Technical Representative Luanne Harris Address/Phone/Email 1 Cochrane Ave Pennsboro, WV 26415 614) 532-3596 luanne.harris@simonton,com Quality Assurance Representative AAMA Address/Phone/Email 1827 Walden Office Square Suite 550 Schaumburg, IL 60173 847) 303-5664 webmaster@aamanet.org Category Windows q"-/ j S j V Subcategory Horizontal Slider LIP— Compliance Method Certification Mark or Listing Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By American Architectural Manufacturers Association American Architectural Manufacturers Association Standard AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 Florida Licensed Professional Engineer or Architect FL5179 R13 Equiv SimEx-PVC-Equivalency pdf Year 2005 2008 htlps:llfloridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgtQclh%2bCtWN68rWgpmbdQgL6fxKgly40xErw7f6pCXZKg%3d%3d 1/5 7/7/2015 Florida Building Code ONine Product Approval Method Method 1 Option A Date Submitted 06/24/2015 Date Validated 06/29/2015 Date Pending FBC Approval Date Approved 07/05/2015 Summaryof Products https:lMoridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtQclh%2bCtWN68rWgpmbdQgL6fxKg1y40xErw7f6pCXZKg%3d%3d 215 Model, Number or Name Description 5179.1 07-09, 07-10 and 07-20 Reflections 5500, Prism Platinum, Generations, Impressions 9800, Sears 9300, Amcraft Grand Estates Premier, Amcraft Grand Estates Premium Plus, Grandura Vinyl 2 -Lite Horizontal Slider Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: 78x63 (+/-25 PSF), 73x51 (+/-50 PSF), 63x48 (+/-55 PS F) Certification Agency Certificate FL5179 R13 C CAC 07-09 HS 63x48 R PG55 pdf FL5179 R13 C CAC 07-09 HS 73x51 R PG50 odf FL5179 R13 C CAC 07-09 HS 78x63 R P 25 odf FL5179 R13 C CAC 07-09-10-20 and 08-09 -10 -20 Waiver odf Quality Assurance Contract Expiration Date 04/25/2017 Installation Instructions FL5179 R13 II IN0137 07-09 07-10 07-20 SL 2X.pd FL5179 R13 II IN0259 SS 07-09 07-10 07-20 SL 1X odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5179 R13 AE PER3826 SS 2015-06-24 odf Created by Independent Third Party: Yes 5179.2 07-09, 07-10 and 07-20 Reflections 5500, Prism Platinum, Generations, Impressions 9800, Sears 9300, Amcraft Grand Estates Premier, Amcraft Grand Estates Premium Plus, Grandura Vinyl 3 -Lite Endvent Slider Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: 136x63 (+/-25 PSF), 148x48 & 84x63 (+/-30 PSF), 105x51 & 100x48 (+/-45 PSF), 84x48 (+/-55 PSF) Certification Agency Certificate FL5179 R13 C CAC 07-09 EV 100x48 R PG45 odf FL5179 R13 C CAC 07-09 EV 105x51 R PG45 odf FL5179 R13 C- CAC 07-09 EV 136x63 R PG25 pdf FL5179 R13 C CAC 07-09 EV 148x48 R PG30 odf FL5179 R13 C CAC 07-09 EV 84x48 R PG55 odf FL5179 R13 C CAC 07-09 EV 84x63 R PG30 odf FL5179 R13 C CAC 07-09-10-20 and 08-09 -10 -20 Waiver.pdf Quality Assurance Contract Expiration Date 06/05/2017 Installation Instructions FL5179 R13 II IN0226 SS 07-09 07-10 07-20 EV 1X odf FL5179 R13 II IN0227 07-09 07-10 07-20 EV 2X odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5179 R13 AE PER3825 SS 201 -06-24 odf Created by Independent Third Party: Yes 5179.3 07-20 (Nailing Fin Installation) Reflections 5500, Prism Platinum, Generations, Impressions 9800, Sears 9300, Amcraft Grand Estates Premium Plus, Grandura Vinyl 2 -Lite Horizontal Slider Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: 73x62 Certification Agency Certificate FL5179 R13 C CAC 07-20 HS 73x62 R PG50 (ext) odf Quality Assurance Contract Expiration Date 07/27/2016 Installation Instructions FL5179 R13 II IN0526 07-02 SL 2X pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5179.4 07-75 TND 6500 Vantage Pointe Vinyl 2 -Lite Horizontal Slider Limits of Use Approved for use in HVHZ: No Certification Agency Certificate FL5179 R13 C CAC 07-75 HS 63x48 R PG55 odf https:lMoridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtQclh%2bCtWN68rWgpmbdQgL6fxKg1y40xErw7f6pCXZKg%3d%3d 215 MODEL DESIGNATION: Simonton Horizontal Slider Series 07-09 / 07-10 / 07-20 Vinyl Window MAXIMUM OVERALL NOMINAL SIZE: See Size Chart DESIGN PRESSURE RATING: See Size Chart USABLE CONFIGURATIONS: XX, OX, or XO CONCRETE/MASONRY 8Y OTHERS) GENERAL DESCRIPTION: The head, sill, and side jambs are extruded PVC. The wall thickness PECORA 896 through which the anchor screw penetrates is a minimum of 0.070". SILICONE CAULK 8' r C. P. O.C. TYP. 6' T. H 78" 25 PSF 73" 50 PSF Q 55 PSF 1X WOOD BUCK BY OTHERS) Pen-b—,W V 26415 SILL T.D.O. 4X SCALE xUw w a NES. UPDATEDAN LOCATIONS AND ADDED NO S IS h I6. TO.D. 11/27/11 0o UPDATED PER NEW TESTING. TO.D. QF ADDED MIN. EDGE IST. NOTE. B.J.S. cno 1 GLAZING COMPOUND ice PECORA 896 MAX. OVERALL FRAME WIDTH 47 SCALE SIZE CHART OVERALL SIZE V I DP RATING T. H 78" 25 PSF 73" 50 PSF 63" 55 PSF Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2015.06.24 07:39:24 -04'00' 11111111/jyrF. Nn PECORA 896 SILICONE CAULK CONCRETE/MASONRY BY OTHERS) 3/16'9 TAPCON ANCHOR WITH 1.25' IN, EMB, INTO CONCRETE MIN. EDGE DIST., SEE NOTE 2 1X WOOD BUCK1r (BY OTHERS) PECORA 896 SILICONE CAULX 1/4' MAX. SHIM BY OTHERS) HEAD DATE: 1 4X SCALE CORRECTED HEIGHT FOR DP 50 UNIT. T.D.D. PECORA 896 A SILICONE CAULK T.D.D. 1X WOOD BUCK BY OTHERS) Pen-b—,W V 26415 SILL T.D.O. 4X SCALE X t .03 REVISIONS: REVIM BY DATE: BY OTHERS) CORRECTED HEIGHT FOR DP 50 UNIT. T.D.D. 11/25/09 A CORRECTED NOTE 14. T.D.D. 12/16/09 Pen-b—,W V 26415 ADDED ROLLERS TO SILL SECTION. T.D.O. 12/23/09 X t .03 NES. UPDATEDAN LOCATIONS AND ADDED NO S IS h I6. TO.D. 11/27/11 INTO CONCRETE UPDATED PER NEW TESTING. TO.D. 03/19/14 ADDED MIN. EDGE IST. NOTE. B.J.S. 06 19 15 1 GLAZING COMPOUND ice PECORA 896 47 SCALE 1/8' ANNEALED TWR SPACE 11/8' ANNEALED B SPACER GLAZING DETAIL TYPICAL 1X WOOD BUCK DISCLOSURE STATEMENT This document is the property of Simonton Windows, which r5ta7Thi"In s allment cis tary andvided toer he rightsrecipient itan he expct ressedonditionthatitisnaltobedisclosed. reproduced in whole o part, nor used in•onjunction with the design, manufacture or repair of goods for anyone other than Sknonton Windows without Its consant This restriction does not limit the BY OTHERS) sap E'Q CONCRETE/MASONRY PECORA 896 SILICONE CAULK BY OTHERS) 1/4' MAX. SHIM Decimals Angles Pen-b—,W V 26415 BY OTHERS) 3/16.0 TAPCON ANCHOR APPRVD BY: DATE: X t .03 WITH 1.25' MIN. EMB. XX t 01 0' 30 in. INTO CONCRETE xxX t .005 07-09 / 07-10 / 07-2D HORIZONTAL SLIDER MIN. EDGE DIST., SEE NOTE 2 nT1.E: PECORA 1' , 896 1 SIUCONE CAULK ice JAMB 47 SCALE NOTES: 1. This Installation has been evaluated for use in locations adhering to the current Florida Building Code and where design pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure ratings listed herein, for use outside the H.V.H.Z. 2. Far Installation where the sub—buck is lass than 1 1/2' (FBC chapter 17 Anchorage Methods) Tapcon type concrete anchors must be used and the length must be such that a minimum 1 1/4" embedment of the Tapcon Into the concrete or concrete block Is obtained, unless otherwise noted. Anchors should be o minimum of 2 1/2' from the edge of the concrete, hallow block CMU, or concrete block. 3. All Interior and exterior perimeter surfaces of the window must be caulked. 4. Ad)ust Top—anchor locations, if necessary, to maintain a minimum of 2.O" clearance from mortar Joints. 5. When the optional head expanders are used, the INSTALLER MUST ADJUST the anchor lengths to maintain the required minimum embedment into the substrate. 6. Anchors shall be specified and spaced as shown. Anchor embedment to base material shall be beyond wall dressing or stucco and Into wood or concrete. 7. Woad bucks (by others) must be engineered and anchored properly to transfer loads to the structure. Bucks shall extend to Interior face of frame such that full support of the from. Is provided. S. Follow ITW/Elco Tapcon anchoring Instructions. 9. The responsibility for selectlon 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. 10. A. Concrete compressive strength - 3000 PSI at 26 days. S. Concrete Masonry Units shall conform with strength requirements of ASTM C90. C. Wood Minimum Specific Gravity s" 0.55 11. Shims are optional. Max. shim stock is 1/4'. 12. When using a 3/16'0 Tapcon through the window frame, pra—drill the thm hole at specified Installation screw locations. 13. When used In areas requiring Impact protection, this product REOUIRES the use of approved Impact resistant shutters or other external protection. 14. Flashing should be applied using the ASTM E 2112 method appropriate for the opening Into which the window Is being installed. 15. Gazing shall comply with ASTM E 1300 according to the Florida Building Code. 1 6. Designation 'X' and 'O' stand for the following: DISCLOSURE STATEMENT This document is the property of Simonton Windows, which r5ta7Thi"In s allment cis tary andvided toer he rights recipient itan he expct ressedonditionthatitisnaltobedisclosed. reproduced in whole o part, nor used in•onjunction with the design, manufacture or repair of goods for anyone other than Sknonton Windows without Its consant This restriction does not limit the fi P r d j77d sap E'Q recipienlbriuNghtsto ize Information contained in his Oppia Beadl. R.• ` document which Is properly obtained from another sour 3 OeTolerances SIMONTON" a B IN0259 RAWN BY: DATE: O0thhrer ani"e co In dUnless T.D.D. 06/1 1 Cochrane Avenue CHECKED BY: DATE: Decimals Angles Pen-b—,W V 26415 SCALE SHEET: APPRVD BY: DATE: X t .03 FIT 1 of 1 XX t 01 0' 30 in. SERIES: xxX t .005 07-09 / 07-10 / 07-2D HORIZONTAL SLIDER nT1.E: 1X BUCK INSTALLAnON 1 FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) 13 Revision Revision v' 2014 Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Simonton Windows 1 Cochrane Ave Pennsboro, WV 26415 614) 532-3596 luanne.harris@simonton.com Luanne Harris luanne.harris@simonton.com Luanne Harris 1 Cochrane Ave Pennsboro, WV 26415 614) 532-3596 luanne.harris@simonton.com AAMA 1827 Walden Office Square Suite 550 Schaumburg, IL 60173 847) 303-5664 webmaster@aamanet.org Windows CI SWI S 150 D? Q 0 Horizontal Slider Certification Mark or Listing American Architectural Manufacturers Association American Architectural Manufacturers Association Standard AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL5179 R13 Eouiv SimEx-PVC-Eauivalencv odf Year 2005 2008 Florida Building Code Online Approved for use Approved for use Impact Resistant Design Pressure: Other: 73x62 in HVHZ: No outside HVHZ: Yes No 50/-50 9/14/15, 5:50 PM FL5 7 R13 C CAC 07-20 HS 73x62 R PG50 (ext.L.pdf Quality Assurance Contract Expiration Date 07/27/2016 Installation Instructions FL5179 R13 II IN0526 07-02 SL 2X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: 78x63 & 69x65 (+/-25 PSF), 72x54 (+/-30 PSF), 72x36 (+/-40 PSF), 60x54 (+/-45 PSF) Certification Agency Certificate FL5179 Rl CCC42-19 HS 60x52 R PG45 (ext.).odf FL5179 R13 C CAC 42-19 HS 69x65 R PG25 (ext.).i3df FL5179 R13 C CAC 42-19 HS 72x36 R PG40 (ext )odf FL5179_R13 C (AC 42-19 HS 72x54 R PG30 (e)p FL5179 R13 C CAC 42-19 HS 78x63 R PG25 (ext.).odf Quality Assurance Contract Expiration Date 10/26/2016 Installation Instructions FL5179 R13 II IN0152 42-19 SL 2X.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports httas:/.ifloridabuildinc.org!pr/or_app, dtl.aspx7param=wGEVXQwtDgtQclh %2bCtWN68rWgpmbdQgL6!xKg %,40xEnm7f6pCXZKc%3d%3d Page 3 of 5 5179.4 07-75 THD 6500 Vantage Pointe Vinyl 2 -Lite Horizontal Slider i Limits of Use I Certification Agency Certificate Approved for use in HVHZ: No FL5179 R13 C CAA 07-75 HS 63x48 R PG55.odf Approved for use outside HVHZ: Yes j FL5179 R13 CCAC 07-75 HS 72x48 RPG45.pdf Impact Resistant: No FL5179 R13 C CAC 7-75 HS 78x63 R PG25.odf i R13 C CAC 07-75 HS 78x63 R PG40.pdf jDesignPressure: N/A FL5179 Other: 78x63 (+/-25 PSF), 78x63 (+/-40 PSF), 72x48 (+/-45 ( Quality Assurance Contract Expiration Date PSF), 63x48 (+/-55 PSF) ` 10/15/2017 1 Installation Instructions I FL5179 R13 II IN0224 SS 75-75 SL 1X.Ddf FL5179 R13 II IN0225 07-75 SL 2X.12df Verified By: American Architectural Manufacturers Association Created by Independent Third Party: I Evaluation Reports i FL5179 R13 AE PER3824 SS 2015-06-24.odf Created by Independent Third Party: Yes 5179.5 07-75 1 THD 6500 Vantage Pointe Vinyl 3 -Lite Endvent Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5179 R13 C CAC 07-75 EV 100x48 R PG4$.pdf ! Approved for use outside HVHZ: Yes j FL5179 R13 C CAC 07-75 EV 110x63 R PG40.pdf Impact Resistant: No i FL5179 R13 C CAC 07-75 EV 136x63 R PG25.pdf Design Pressure: N/A FL5179 R13 C CAC 07-75 EV 84x48 R PG55.odf Other: 136x63 (+/-25 PSF), 84x63 (+/-30 PSF), 110x63 FL5179 R13 C CAC 07-75 EV 84x63 R PG30.pdf 40 PSF), 100x48 (+/-45 PSF), 84x48 (+/-55 PSF) j Quality Assurance Contract Expiration Date 10/15/2017 j Installation Instructions FL5179 R13 II IN0144 SS 75-75 EV 1X.pd FL5179 R13 II IN0145 07-75 EV 2X.pdf j Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5179 R13 AEE PER3822 SS 2015-06-24.12df Created by Independent Third Party: Yes j 5179.6 41-18 Profinish BrickMould 300 Vinyl 2 -Lite Horizontal Slider Limits of Use i Certification Agency CertificateApprovedforuseinHVHZ: No FL5179 R13 C CAC 41-18 HS 73x63 R30.odf Approved for use outside HVHZ: Yes ( Quality Assurance Contract Expiration Date Impact Resistant: No 109/12/2016 j Design Pressure: +30/-30 Installation Instructions Other: 72x60 j FL5179 R13 II IN0234 41-18 SL 2X.odf I Verified By: American Architectural Manufacturers Association Created by Independent Third Party: j Evaluation Reports Created by Independent Third Party: 5179.7 42-19 Profinish BrickMould 600 Vinyl 2 -Lite Horizontal Slider Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: 78x63 & 69x65 (+/-25 PSF), 72x54 (+/-30 PSF), 72x36 (+/-40 PSF), 60x54 (+/-45 PSF) Certification Agency Certificate FL5179 Rl CCC42-19 HS 60x52 R PG45 (ext.).odf FL5179 R13 C CAC 42-19 HS 69x65 R PG25 (ext.).i3df FL5179 R13 C CAC 42-19 HS 72x36 R PG40 (ext )odf FL5179_R13 C (AC 42-19 HS 72x54 R PG30 (e)p FL5179 R13 C CAC 42-19 HS 78x63 R PG25 (ext.).odf Quality Assurance Contract Expiration Date 10/26/2016 Installation Instructions FL5179 R13 II IN0152 42-19 SL 2X.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports httas:/.ifloridabuildinc.org!pr/or_app, dtl.aspx7param=wGEVXQwtDgtQclh %2bCtWN68rWgpmbdQgL6!xKg %,40xEnm7f6pCXZKc%3d%3d Page 3 of 5 MODEL DESIGNATION: Simonton Horizontal Slider Series 75-75 / 07-09 / 07-10 / 07-20 / 07-75 / 75-09 Vinyl Window MAXIMUM OVERALL NOMINAL SIZE: See Size Chart CONCRETE/MASONRY BY OTHERS) DESIGN PRESSURE RATING: See Size Chart PECORA 896 SILICONE CAULK USABLE CONFIGURATIONS: XX GENERAL DESCRIPTION: The head, sill, and side Jambs are extruded PVC. The wall thickness through which the anchor screw penetrates is a minimum of 0.070". 6" 1 r MAX. O.C. TYP. 6• v Q 25 PSF o 63" x x 72" 48" 45 PSF a i 48" 55 PSF c T< PECORA 896 1/4" MAX. SHIM 1/8" ANNEALED RA 896 III JrII 11R SPACE 1/8" ANNEALED a WITH 1.25" MIN, EMB. GLAZING DETAIL W" MAX. OVERALL FRAME WIDTH TYPICAL SIZE CHART OVERALL SIZE HEUM DP RATING 78" 63" 25 PSF 78" 63" 40 PSF 72" 48" 45 PSF 63" 48" 55 PSF Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2015.06.24 07:42:50 -04'00' 3/16"0 TAPCON ANCHOR WITH 1.25' MIN. EMB, INTO CONCRETE MIN. EDGE DIST., SEE NOTE 2 IX WOOD BUCK BY OTHERS) PECORA 896 SILICONE CAULK 1/4" MAX. SHIM BY OTHERS) HEAD 1 4X SCALE REVISIONS: REVISED BY: DAI: ADDED 75-75, . - O - . T.D.D.O6/I.: 07-20 SERIES. document which is properly obtained from another source. ADDED NOTE FOR 07-75 ONLY SIZE T.D.D. 06/12'r, UPDATED NOTES.RI T.D.D. I:i/w. NOTESA21ES PER S 15 h 16. T.D.D. 12/0:: UPDATED SIZES PER NEW TESTING. T.D.D. 03/11J/ ADDED MIN. EDGE PIST.. NOTE. L. B.J.S. U. 06/19.•-. EAbSB GLAZING COMPOUND PECORA 896 1/4" MAX. SHIM 1/8" ANNEALED RA 896 III JrII 11R SPACE 1/8" ANNEALED SPACER WITH 1.25" MIN, EMB. GLAZING DETAIL TYPICAL PECORA 896 @SILL SILICONE CAULK 4X SCALE JAMBf1 NOTES: 4X SCALE 1. This Installation has been evaluated for use In locations adhering to the current Florida Building Code and where design pressure requirements as dalam in.... by ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure ratings listed herein, for use outside the H.V.H.L. 2. For Installation where the sub -buck Is less than 1 1/2" (FBC chapter 17 Anchorage Methods) Tapcon type concrete anchors must be used and the Iu%gtt. must be such that a minimum 1 1/4" embedment of the Tapcon Into the concrete or concrete block Is obtained, unless otherwise noted. Anchors shuelo be a minimum of 2 1/2" from the edge of the concrete, hollow block CMU, or concrete block. 3. All Interior and exterior perimeter surfaces of the window must be caulked, 4. Adjust Tapcon anchor locations, If necessary, to maintain a minimum of 2.0" clearance from mortar Joints. 5. When the optional head expanders are used, the INSTALLER MUST ADJUST the anchor lengths to maintain the required minimum embedment into the substrate. 6. Anchors shall be specified and spaced as shown. Anchor embedment to base material shall be beyond wall dressing or stucco and Into wood or conc,el.: 7. Wood bucks (by others) must be engineered and anchored property to transfer ]code to the structure. Bucks shall extend to interior face of frame s,":h that full support of the frame Is provided. B. Follow ITW/Elco Tapcon anchoring Instructions. 9. The responsibility for selection of Simonton Products to meet any applicable local Iowa, building codes, ordinances, or other safety requirements rests —1— with the architect, building owner, w contractor. 10. A. Concrete compressive strength = 3000 PSI at 28 days. B. Concrete Masonry Units shall conform with strength requirements of ASTM C90. C. Wood Minimum Specific GroAty = 0.55 11. Shims are optional. Max. shim stack Is 1/4". 12. When using a 3/16"0 Topcon through the window frame, pre -drill the thru hole at specified Installation screw locations. 13. When used In areas requiring Impact protection, this product REOUIRES the use of approved Impact resistant shutters or other external protection. 14. Flashing should be applied using the ASTM E 2112 method appropriate for the opening Into which the window is being Installed. 15. Glazing shall comply with ASTM E 1300 according to the Florida Building Code. 16. Designation "X" and "0" stand for the following: X: Operable Panel 0: Fixed Panel p DISCLOSURE STATEMENT Q i This dowment Is the property of Simonton Windows, which rstalns all proprietary and other rights to Its subject malty. 7 _ This document Is provldad to the r.Ipl.t on the xpro—d r ondltlan that It is not to be dlsdosad, reproduced in whole o d p• part, n used In J.nedon with the deelgn, maretaetura er j77p repair of goods con)—tionanyone other than Simonton WIndowe np' without Its unsanL This restrkilon does not limit the s0p.•"9 9lva r.dplant'e fight. to Will. Information contained in this iOg11d91W1. 1X WOOD BUCK document which is properly obtained from another source. BY OTHERS) PECORA 896 1/4" SHIM CONCRETE/MASONRY f.:,., SILICONE CAULK THERS) BY OTHERS) 1/4" MAX. SHIM RA 896 3/16"0 TAPCON ANCHOR BY OTHERS) ONE CAULK WITH 1.25" MIN, EMB. INTO CONCRETE 1X WOOD BUCK MIN. EDGE DIST., SEE NOTE 2 PECORA 696A, MAX. BY OTHERS) SILICONE CAULK CONCRETE/MASON!" BY OTHERS) PECORA 896 @SILL SILICONE CAULK 4X SCALE JAMBf1 NOTES: 4X SCALE 1. This Installation has been evaluated for use In locations adhering to the current Florida Building Code and where design pressure requirements as dalam in.... by ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure ratings listed herein, for use outside the H.V.H.L. 2. For Installation where the sub -buck Is less than 1 1/2" (FBC chapter 17 Anchorage Methods) Tapcon type concrete anchors must be used and the Iu%gtt. must be such that a minimum 1 1/4" embedment of the Tapcon Into the concrete or concrete block Is obtained, unless otherwise noted. Anchors shuelo be a minimum of 2 1/2" from the edge of the concrete, hollow block CMU, or concrete block. 3. All Interior and exterior perimeter surfaces of the window must be caulked, 4. Adjust Tapcon anchor locations, If necessary, to maintain a minimum of 2.0" clearance from mortar Joints. 5. When the optional head expanders are used, the INSTALLER MUST ADJUST the anchor lengths to maintain the required minimum embedment into the substrate. 6. Anchors shall be specified and spaced as shown. Anchor embedment to base material shall be beyond wall dressing or stucco and Into wood or conc,el.: 7. Wood bucks (by others) must be engineered and anchored property to transfer ]code to the structure. Bucks shall extend to interior face of frame s,":h that full support of the frame Is provided. B. Follow ITW/Elco Tapcon anchoring Instructions. 9. The responsibility for selection of Simonton Products to meet any applicable local Iowa, building codes, ordinances, or other safety requirements rests —1— with the architect, building owner, w contractor. 10. A. Concrete compressive strength = 3000 PSI at 28 days. B. Concrete Masonry Units shall conform with strength requirements of ASTM C90. C. Wood Minimum Specific GroAty = 0.55 11. Shims are optional. Max. shim stack Is 1/4". 12. When using a 3/16"0 Topcon through the window frame, pre -drill the thru hole at specified Installation screw locations. 13. When used In areas requiring Impact protection, this product REOUIRES the use of approved Impact resistant shutters or other external protection. 14. Flashing should be applied using the ASTM E 2112 method appropriate for the opening Into which the window is being Installed. 15. Glazing shall comply with ASTM E 1300 according to the Florida Building Code. 16. Designation "X" and "0" stand for the following: X: Operable Panel 0: Fixed Panel p DISCLOSURE STATEMENT Q i This dowment Is the property of Simonton Windows, which rstalns all proprietary and other rights to Its subject malty. 7 _ This document Is provldad to the r.Ipl.t on the xpro—d r ondltlan that It is not to be dlsdosad, reproduced in whole o d p• part, n used In J.nedon with the deelgn, maretaetura er j77p repair of goods con)—tionanyone other than Simonton WIndowe np' without Its unsanL This restrkilon does not limit the s0p.•"9 9lva r.dplant'e fight. to Will. Information contained in this iOg11d91W1. A.• L. document which is properly obtained from another source. S1 MON r i g,42 Dlmenalonol Taleranceed Allwill w 1 N 11 v s A BY: DATE Unless Otherwise SoeclDeT.D.O. Olr1CocllroncAvenue CHECKED BY: DAtr Pcnnsboru, WV 26415 Dacbnois Angles SCALE: SHEET: APPR 0 6Y: DA; X d:.03 FIT T of I XX 2 .01 0' 30 min. S I 07-75 - 7XXXt .005 / 5-09 / 75-10 / 75-20 SLIDER f 4116 , Florida Building Code Online 6/29/16, 10:47 AM rF „z I " qm"+° " tb^". x g iU" `' SCIS Home, Log In User Registration ! Hot Topics Submit Surcharge Stats & Facts Publications PBC Staff BCIS Site Map Links' Search fir # , Product ApprovalPiofesSl6nallUSER: Public User Proouct Approval Menu > Product of Application Search > AEplicat on List > Application Detail IVY FL # FL5167 R21 LG 1 Application Type Editorial Change Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Simonton Windows 1 Cochrane Ave Pennsboro, WV 26415 614)532-3596 luanne.harris@simonton.com Luanne Harris luanne.harris@simonton.com Luanne Harris 3948 Townsfair Way Suite 200 Columbus, OH 43219 614) 532-3596 luanne.harris@simonton.com AAMA 1827 Walden Office Square Suite 550 Schaumburg, IL 60173 847)303-5664 webmaster@aamanet.org Windows 01 LDoubleHung ' Certification Mark or Listing American Architectural Manufacturers Association American Architectural Manufacturers Association Standard AAMA 450 AAMA 450 AAMA/WDMA/CSA 101/I.S.2 A440 AAMA/WDMA/CSA 101/I.S.2 A440 Year 2006 2010 2005 2008 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtZMlu87gOKmCtAC9nE0%2bU7wxTa8eU%2frGEs%2bcdxrxUEfw%3d%3d Page 1 of 6 Florida BLilding Code Online 5167.13 '43-40 and 43-45 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: 36x72 (+/-30 PSF), 52x71 (+/-35 PSF), 48x80 (+/-35 PSF), 36x63 (+/-45 PSF), 44x63 (+/-45 PSF), 32x62 (+/-50 PSF), 36x74 (+/-50 PSF) 6/29/16, 10:46 AM 1 Installation Instructions FL51.67...-R21..._1L...IN0535 43-3-5 4a. 5C1.._DH Ttvin v ii Tre iSorrt 2X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Reflections 5050, Reflections 5300, Prism Bronze, Prism Ultra Gold Amcraft Grand Estates, Amcraft Grand Estates Plus, THD 6100 Vantage Pointe Vinyl Double Hung Certification Agency Certificate F151_67R21...C...,CAC ...,.43-40 DH 32x62. R5O_p_d_f FL51.67..._R21 C...,CAC .._43-40 DH 36x63 R45.idf FL5167 R21_C_CAC _43-40 DH 36x72 R30.pdf FL5167 R21_C_CAC _43-40 DH 36x74 R50.pdf FL5167 R21_C_CAC_43-40 DH 44x63 R PG45.pdf FL5167_R21_C_CAC_43-40 DH 48x80 R35.pdf FL5167_R21_C_CAC _43-40 DH 52x71 R35.pdf FL5167_R21_C_CAC _43-45 waiver to 43-40.pdf Quality Assurance Contract Expiration Date 09/12/2016 Installation Instructions FL5167 R21 II IN0432b 43-40 43-45 DH 2X.pdf FL5167 R21,_._.IIIN0434.,55..4.3. 40 43 .4.5._Dt 1X..pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5167_R21_AE_PER3819 43-40 43-35 DH..pdf Created by Independent Third Party: Yes 5167.14 43-50 (Three Step Sill) 6100 Vantage Pointe, Asure, Prism Gold, Grand Estates Vinyl j Double Hung { Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: 52x71 (+/-35 PSF), 36x63 (+/-45 PSF), 44x63 (+/-45 PSF), 32x62 (+/-50 PSF), 3604 (+/-50 PSF) 5167.15 75-75, 75-09, 07-75, 07-09, 07-10 and 07-20 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: 48x80 (+/-25 PSF), 53x74 (+/-30 PSF), 48x80 (+/-35 PSF), 52x71 (+/-35 PSF), 53x80 (+/-40 PSF), 36x63 (+/-50 PSF), 36x74 (+/-50 PSF) Certification Agency Certificate FL5167..._R21..._C..._CAC .._43-50 DH 32x62 R50 (ext)_pdf FL5167.._R21_.._C..._CAC _._43.-50 DH.,_36x63R45_(ext.):.pdf FL5167 R21 .. -C CAC 43 50. -DH 36x74. 950 (.ext).p f FL5167__R21...._C..._CAC ..._43-50 DH 44x63 R45 ext).pdf FL5167 .....R21...._C..._CAC..._43-50 DH 52x71. R35 (ext) df Quality Assurance Contract Expiration Date 01/25/2021 Installation Instructions FL5167 R21 1I IN0432 43-50 DH 2X.pdf FL5167 R21 II_IN0569 SS 43-50 DH 1X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5167R21.,._AE.,._PER3820 43-50 DH.pdf Created by Independent Third Party: Yes Reflections 5500, Prism Platinum, Sears 9300, Generations, Impressions 9800, THD 6500 Vantage Pointe, Amcraft Grand Estates Premier/Premium Plus, Grandura Vinyl Double Hung Certification Agency Certificate FL5167 R21_C_CAC _07-09-10-20 and 08-09-10-20 Waiver. off FL5167 R21_C_CAC_07-10 07-20 to 07-09 Waivecpdf FL 1 R21 C... -CAC -.07-75 DH 48x80 R PG35.pdf FL5167....R21_._C....CAC -...07-75 DH 53x74 R PG30.pdf FL5167 R21_C_CAC_07-75 DH 53x80 R PG40.pdf FL5167...R21_,CACC,....75-75 DH 36x63 R PG50.pdf FL5167._R21.-CCAC..._75-75 DH 36x74 LC50.pdf FL5167R21__C..,.CAC 75-75 DH 48x80 LC PG25.pdf FL5167_..R21..._C....CAC,....75-75 DH 52x71 R PG35.pdf Quality Assurance Contract Expiration Date 09/13/2016 Installation Instructions FL5167 R21 II IN0113 75-75 75-09 07-75 07-09 07-1.0 07- 20 DH 2X.pdf FL5167 R21_II_IN0132 SS 75-75 DH 1X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5167_R21_AE_PER3821 75-75 DFi.pdf roaYcri by T-1--l—i- Thi—i Party• V.. littps://floridabuilding.org/pr/pr_app-dtl.aspx?param=wGEVXQwtDgtZMlu87gOKmCtAC9nE0%2bU7wxTa8eU%2frGEs%2bcdxrxUEfw%3d%3d Page 5 of 6 MODEL DESIGNATION: Simonton Double Hung Series 75-75 / 07-75 / 75-09 / 07-09 / 07-10 / 07-20 Vinyl Window MAXIMUM OVERALL NOMINAL SIZE: See Size Chart DESIGN PRESSURE RATING: See Size Chart USABLE CONFIGURATIONS: X X GENERAL DESCRIPTION: The head, sill, and side jambs are extruded PVC. The Wall thickness through which the anchor screw penetrates is o minimum of 0.142". I4 V.l.. MAX. TYP. 6" 6" OVERALL SIZE 12/23/1 6 y H H 4 48" 80" 125 PSF N a I V v w a: u_ 135 PSF 52" 75-75 / 07-75 / 75-09 / 07 53" 80" 140 PSF o 63" 6/19/1 4 T isX 150 PSF ro I W" MAX. OVERALL FRAME WIDTH tlfrff7j' c F Ar_ 7 Digitally signed by Hermes F. Norero, P Reason: I am approving this document Date: 2015.06.24 07:50:26 -04'00' 3/16'0 TAPCON ANCHOR WITH 1.25" MIN. EMB. INTO CONCRETE (SEE NOTE 10 FOR WOOD) MIN. EDGE DIST., SEE NOTE 2 CONCRETE/MASONRY SILICONE CAULK - ( 8Y OTHERS) EXT. PERIMETER) IX WVOD BUCK BY OTHERS) SILICONE CAULK INT. PERIMETER) 1/4' MAX. SHIM AT ANCHORS VALID FOR 07-75 SERIES ONLY REVISIONS: REVISED BY: DATE: SIZE CHART OVERALL SIZE 12/23/1 1!IH H DP RATING 48" 80" 125 PSF 48" 80" 135 PSF 52" 71" 75-75 / 07-75 / 75-09 / 07 53" 80" 140 PSF 36" 63" 6/19/1 36" 74" 150 PSF VALID FOR 07-75 SERIES ONLY REVISIONS: REVISED BY: DATE: IT, AND 1;1141 11_ SO IP N. T.O.D. 12/23/1 M N IL r A x FOR P.E.SEAL T.D.D. 02/01/ ADDED 75-75 TO SERIES PER TEST REPORTS T.D.D. 08/17/ REMOVED ANCHORS FROM SILL AN CA T.D.O. 09/10/ OUT STRUCTURAL R CAULK, XXX t .005 75-75 / 07-75 / 75-09 / 07 ADDED NOTES 15 h 16. T.D.D. 11/30/ ADDED MIN. EDGE DIST. NOTE. B.J.S. 6/19/1 CONCRETE/MASONRY BY OTHERS) HEAD 3/16'0 TAPCON ANCHOR 1 4X SCALE WITH 1.25' MIN. EMB. INTO CONCRETE (SEE NOTE 10 FOR WOOD) MIN. EDGE DIST., SEE NOTE 2 1/4' MAX. SHIM BY OTHERS) PECORA 896 STRUCTURAL GRADE SILICONE CAULK PECORA 896 STRUCTURAL GRADE CONCRETE/MASONRY SILICONE CAULK ( BY OTHERS) SILL 4X SCALE 1X WOOD BUCK BY OTHERS) SILICONE CAULK INT. PERIMETER) 1/4' MAX. SHIM AT ANCHORS 40 SILCONE CAULK EXT. PERIMETER) JAMB 4X SCALE NOTES: 1. This installation has been evaluated for use in locations adhering to the Florida Building Code and where design pressure requirements as determined by ASCE 7 Minimum Design Loods for Buildings and Other Structures do not exceed the design pressure ratings listed herein, for use outside the H.V.H.Z. 2. For installation where the sub -buck is less than 1 1/2" (FBC chapter 17 Anchorage Methods) Tapcon type concrete anchors must be used and the length must be such that a minimum 1 1/4" embedment of the Tapcon into the concrete or concrete block is obtained, unless otherwise noted. Anchors should be a minimum of 2 1/2" from the edge of the concrete, hollow black CMU, or concrete block. 3. All interior and exterior perimeter surfaces of the window must be caulked. 4. Adjust Tapcon anchor locations, if necessary, to maintain a minimum of 2.0" clearance from mortar joints. 5. When the optional head expanders are used, the INSTALLER MUST ADJUST the anchor lengths to maintain the required minimum embedment into the substrate. 6. Anchors shall be specified and spaced as shown. Anchor embedment to base material shall be beyond wall dressing or stucco and into wood or concrete. 7. Wood bucks (by others) must be engineered and anchored properly to transfer loads to the structure. Bucks shall extend beyond interior face of frame such that full support of the frame is provided. 8. Follow ITW Topcon anchoring instructions. 9. The responsibility for selection of Simonton Products to meet any applicable local laws, building codes, ordinances, or other safety requirements rests solely With the architect, building owner, or contractor. - 10. For wood buck substrates, use #10 wood screws with 1 1/2" min. embedment into wood, unless otherwise noted. Screws should be a minimum of 3/4" from the edge of the wood. 11. A. Concrete compressive strength = 3000 PSI at 28 days. B. Concrete Masonry Units sholl conform with strength requirements of ASTM C90, C. Wood Minimum Specific Gravity = 0.55 12. Shims are optional. Max. shim stack is 1/4". 13. When using a 3/16'0 Tapcon or p10 wood screw through the window frame, pre -drill the thru hole at specified installation screw locations. 14. When used in areas requiring impact protection, this product REQUIRES the use of approved impact resistant shutters or other external protection. 2. Flashing should be applied using the ASTM E 2112 method appropriate for the opening into which the window is being installed. Glazing shall comply with ASTM E 1300 according to the Florida Building Code. r- iJM.%N '1 .P 'DICIY OSNRF STATEMENT ti7 7V Q i This dowment is the property of Simmtm Windows, Mich retains all proprietary and other rights to its subject matter. This daal,menl i provided to dlsch. recipient on the :.pressed anditlon that it is not to be closed. reproduced in wna. o port. nor used In onjanction with the design, manufacture or fl repa'v o/ goods afar anyone other Man Simonton windows pqy$swithout it. consenL This restd.tlon dose not Iimil theO,pse{:o recbient'a lights to allize information contained in this 4 dowmsnl which ie progeny obtained from another source. Dimensional T.I.ronc.. SIMONTON' Unless Otherwise So.c'112 o ' I Cahr.nc .Acanac pennsixom, WV"26415 Decimals Angles SCALE: EETox1.03 FlT I f1 XX t .01 0' 30 min. IES: XXX t .005 75-75 / 07-75 / 75-09 / 07 REQUIRED INSPECTION SEQUENCE BP# L6_ 7--A 0®:on mu%t — 1Pva3n/vvr Min Max Insj2ection Description Footer / Setback ffns ection Descri tion Plumbing Underground Stemwall Plumbing Sewer Foundation / Form Board Survey Plumbing Tub Set Slab / Mono Slab Prepour Plumbing Final Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building Other) REVISED: June 2014 Address: 24;T&A-q s_ 1Mtin Maxx Inspection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final MECHANICAL PERMIT Min Max Ins ection DesgIl tion Mechanical Rough Mechanical Final min j Max Ins ection Description Gas Underground Gas Rough Gas Final Min Mali ffns ection Descri tion Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final MECHANICAL PERMIT Min Max Ins ection DesgIl tion Mechanical Rough Mechanical Final min j Max Ins ection Description Gas Underground Gas Rough Gas Final