The URL can be used to link to this page

Home My WebLink About22-42385335 Eighth Street Zephyrhills, FL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 BAR-004238-2022 Issue Date: 06/10/2022 REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection, whichever is greater, for each subsequent reinspection. 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 permit required from other governmental entities such as water management, state agencies or federal agencies, !! 111101•11111111 MINIM! 1111 1111111 1 — 1 013=-a I jyi�ppii� MI'mrin" accordance with City odes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE ITHOUT APPROVED INSPECTION 813-780•0020 City of Zephyrhills Permit application Fax-813.780-0021 Building Department Date Received 6/9/2022 Phone Contact for Permitting 813 ) 413 7999 Owner's Name Juliana Stewart Owner Phone Number 813.469-7430 owner's Address 39103 5tn Ave Zephyrhilis, FL3542 Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 39103 5th Ave LOT # SUBDIVISION Zephyr Heights PARCEL ID# 12-26-21-0030-00200-0040 (OBTAINED FROM PROPERTY TAX NOTICE} WORK PROPOSED NEW CONSTR AOO/ALT SIGN DEMOLISH INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL DESCRIPTION OF WORK Repface 3 window size! size. FL# 5167;11, 5167.15, 5179.5 BUILDING SIZE So FOOTAGE= HEIGHT BUILgING $ VALUATION OF TOTAL CONSTRUCTION 3,969.10 ELECTRICAL $ AMP SERVICE PROGRESS ENERGY W.R.E.C. PLUMBING $ MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION GAS ROOFING Q SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY The Home Depot !Arthur Francis SIGNATURE , REGISTERED Y 1 N FEE CURREN Y t N -.-. Address 201 Kelsey Ln #E Tampa, FL 33619 License # ELECTRICIAN E=�= COMPANY SIGNATURE REGISTERED YIN FEE CURREN Y I N Address I License #) PLUMBER COMPANY SIGNATURE[=::=REGISTERED YIN FEE CURREN Y / N Address License # MECHANICALE:=== COMPANY SIGNATURE REGISTERED Y 1 N FEE CURREN Y 1 N Address License # OTHER COMPANY SIGNATURE I REGISTERED YIN FEE CURREN Y / N Address License # is If**its III*** iinisi* IIIiti is visit Its*#I Ifitir I I Elitistfit III RESIDENTIAL Attach (2) Plot Plans, (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Pemnit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms, R-O-W Permit for now construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans wl Slit Fence installed, Sanitary Facilities & 9 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. —PROPERTY SURVEY required for all NEW construction. DlreCtlon r.: Fill out application completely, Owner & Contractor sign back of application, notarized If over $2600, a Notice of Commencement is required. (A/C upgrades over $7600) Agent (for the contractor) or Power of Attorney (for the owner) would be someome .vth notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage) Driveways -Not over Counter if on public roadways -needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax-813.780.0021 Building Department NOTICE OF DEED RESTRICTIONS The undersigned understands that this pemtit may be subiect to 'deed" restrictions" which may be more restrictive' than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: if the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as requited by law, both the owner and contractor may be cited for a misdemeanor violation under state law, If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727.647• t3009. Furthermore, K the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County, TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 99.07 and 90-07, as amended. The undersigned also understands; that such fees, as may be due; will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy' or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that i, the applicant, have been provided with a copy of the "Florida Construction Lien Law --Homeowner's Protection Guide" prepared by the FloridaDepartment of Agriculture and Consumer Affairs, if the applicant is someone other than the "owner", I certify that Ihave obtained a copy of the above described document and promise in good faith to deliver it to the "owner"prior to commencement, CONTRACTOR SIOWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction; County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that i understand' that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, WatertWastewater Treatment. Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering' Watercourses. Army Corps of Engineers -Seawalls, Docks, Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency -Asbestos abatement. Federal Aviation Authority -Runways. I understand that the following restrictions apply to the use of fill Use of fill is not allowed in Flood Zone W" unless expressly permitted. If the fill material is to be used in Flood Zone "A" it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in FloodZone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction, I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of apermit prevent the Building Official from thereafter requiring a correction of errors in plans; construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requesters, in writing; from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension, If work ceases for ninety(90) consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT Commission sry Public Usf.A U e2"I.CNKIfIIf,V` 9 `° MYCOMMISSION # iCa t#; = I PfRC. ceber r 18, 2ti?Z Ponied T has Notary EruNic Undemd'ors Commission to me or �r t; OHNF1 CHRISl AN' UN e EXPIRES: December 18, 022) )" E ogled lhru , ,,i Puhi:c Und nvrite. Iq Home Improvement Agreement: age tz� .0 j 460 standard Fomi HIA (21 Jul. 21) (E) Generated Date xi5i3ii2,o2,,2 LeadfPC4 . j_ � T� � � rY — v 0.1.12 Home Improvement 4, Description of Work to be Performed detailed description of the work to be performed is included in the paragraph entitled Scope of Work, Specification, Customer Sununary Sheet, Ouote Form. Estimate, Invoice or Measure which is included in this Agreement. basedApproximate Start Date: Approximate Finish Date: �� All dates are approximate and subject to change confirminey insurance coverage of Your claim for any repair, if applicable. You are entitled to a paper copy of this Agreement if you choose. If you consent to are e-mailed copy, your consent applies to this Agreement and all subsequent documents and written communications related to this Agreement. By contacting your Service :Provider, you may update your email address, withdraw your consent, or obtain a paper copy of the Agreement or related documents at no charge. By providing your consent and verifying your email address above, you confirm that you have access to a computer that can receive and opera emails and PDF documents. Payment of the Contract Price is due upon signing unless a different payment schedule is required by law, specified below or in a payment addendum. Contract Pricer Includes all applicable taxes. Excludes finance charges.* Sales 'Tax: o•oo � (If applicable, total amount of taxes included in Contract Price) � la im um deposit I ,LY applicable in AID, MA, MI 3 3 %), NJ, In(990% Deposit °10 Deposit Amount 3 --7 1 Remaining Balance O.o Any interest payments or other finance charges will be determined by Customer's separate cardholder or loan agreement, to which Home Depot is NOT a party, and will be in addition to Customer's payment under this Agreement, Customer is subject to the terms and conditions of the cardholder or loan agreement, as applicable. No funds should be made payable to Service Provider, however, Service Provider may collect Customer's payments made payable to Home Depot. e ?aJ1/2 E.U-stolSfignaturenf Date X tt5/3t/2o2 The More Depot Digital Signature Date For questions related to your installation contact Service Provider at (813) For any other concerns, contact The Home Depot at - fi- -3337 460 Standard Farm H[A (21 Ail. 21) (E) Generated Date O ��Lead/Po: - . ;. v 0.1.12 INSTR#2022126754OR BK10629 PG3360 Page 1 cf 1 06/08/2022 09:44 AM Rcpt: 2465664 Rec: 10.00 DS: O:00 IT: 0,00 Nikki Alvarez -So le , Esq., Pasco County Clerk & Comptroller This In nt Prepared By: Name. no Rome t Addross fUrkta:""Dt s Pemat T#tu iC Na. r i S! lc _ NOTICE COMMENCEMENT STATE ff COO t THE UNDERSIGNED frereW qlvos nation that Improvement vAi be made to rear M, and to Edam VAh ts5 713, rtottda Statutes, th# fdloW Womrotion Is provided in ihts Nodoa of �tst 1, De=ioion otpro 0agal desetiptlon of prop", and stroat aftass if ava e) 2. General d pti n of €mprovemntniA Ie-°° l 3, Otyrw In Etna or Lessee Iniorm6on if the Lest contracted for ft ro4 nL r o. Name and addteess of tee si (it difforeent from ml, #fstect above): Conttattoc a. Aflame and sass: nom.,wDeW 9xg Mral pAtmpeTamp*,n3Sdt9 b• P'tiiDananu r.813-(U45M 6. $mety (if dppli . , a cap,,,yy/// of the nt boW is a a): a. Name and • b, Phone number Am ount mount of bond Z a. Assn �* iz, €� rttn`nbur 7, Persons vJ(Nn the State of Ftot deatgnated by O.Yner upon hftm t m3oes or other documents may to served as proWed by SectIon715.i3(fj(d}?.,FIodda statutes, m Name and addre= b. Pnwobemofdesignatedpftsms,. 404 k to addifun to tfilr# Qmw designates fb tx4trtg n(s) to rooelve a wpy of tho UwWa Notioe as provided In Section 7f3.13(t)(b), Florida Stattrtes: e Name and addresc b_ P�vrro number of oreoffty dp;genated by Other 9. Ex; trrttk n gate Caf noti�a ct ccxzsnrsn variant { aapira rt date yAQ bef yew from to date of reoom Q trntess a difreram date Is s ): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER ME EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENT$ UNDER CHAPTER 7V, PART t, SECTION 71:i.13, FLORIDA STATUTES; AND CAN RESULT IN YOUR PAYING IWCE FOR IMPROVEMENTS NTS TO YOUR PROPERTY, A NOTICE OF COMMENCEMENT MUST DE RECORDED AND POSTED ON THE JOB SITE BEFORE T14E FIRST INSPECTION, IF YOU IN RNO TO OBTAIN FINANCING, CONSULT WTH YOUR LENDER OR AN ATTORNEY BEFORE COMNIC-NCING WORK OR RECORDING YOUR NOTICE OF Ct}NWE"CEMENT. St>T e of L s or e s !ur ed " 1F~attra *news Tdwoff--AA�Q� T g In$inxnent ad bsrfore rim by of physical pr ey ix { I o+xsne n rizatbn +� tni> w#xr fsnamm to me or eY has pry d as i etas tdctr area {c apt} ke an oat ` Notwy Pubdarn ors No. (Name of Notaiy printed or s€ i4AW) NotiryP stae fkxift 0 a Ex*es�� . f WINDOW SPECIFICATION SHEET - Spec. Sheet #: 1-1ZTJOCQQ Sheet: i of 9 - Customer: Juliana Stewart Job #: i-lZTJOCQQ Consultant: David Wilson Date;. 05/3112022 New Window - Hinge Locations Existing Window Measurements Grids Product Options Labor Options. From outside, Left to Right . Bays, Bows - Location Color Rouga Opening # of bars # of bars Csmnts, i Pot, use L,RorS Glass Misc Items Hardware Code Screens For doors use m Mull "S" = stationary or o 4 u o E o cTc NN"=operat'sng Style Wraps Q� U t_ Room Floor Code (YtN) Style Code Series Code `'i 2 F il} Cl a- J > = M STD, White, GfassPack: BE LSR 1 LAUN 1st SH-A N DHG 6100 WH WH 36 38 74 Standard STD, White, TMP : Full, BF, LSR 2 BATH 1st SH-A N DiiC 6500 WH WH 18 2G 43 Obscure Glass: Full, GlassPack: Standard STD, White, GlassPacic BF, LSR. 3 LIV let SB-2P N 2PNLC 6500 WH WH 73 50 123 Standard X S NL SPECIAL CONSIDERATIONS Permit Processing .. Wrap Color Interior Casing Type - Bay or Bow window: eatboard material (vinyl only -Birch or Oak) - y Project Angle (30 or 45) ay Flanker Type (DH, SH, or Csmnt) op of window to soffit (inches) If tied to soffit, color of soffit material I have reviewed and agree with all the job specifications above and the Construct Roof (Yes or No) ` Special Terms and Conditions on the following page Garden Window: Seatboard. Material (vinyl only -White Pionite, Birch or Oak) s 6100 Double Hung Non -Impact SCIS Home tog In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map M i Links Search ,Z Product Approval 'a r * qg USER: Public User Product AQQWyALM_gc_u > aLo_d_0cj9rAp9fiQjtQn__parch > ApQ[I �OU > Applicatio. Detail FL # Application Type Revision Code Version 2020 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 Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Simonton/Ply Gem Windows 5020 Weston Parkway Suite 300 Cary, NC 27513 (800) 542-9118 Ext 413596 luanne.harris@cornerstone-bb.com Luanne Harris luanne-harris@cornerstone-bb.com Luanne Harris 3948 Townsfair Way Suite 200 Columbus, OH 43219 (614) 532-3596 tuanne.harris@simonton.com AAMA 1827 Walden Office Square Suite 550 Schaumburg, IL 60173 (847) 303-5664 webmaster@aamanet.org Windows Double Hung Certification Mark or Listing Fenestration and Glazing Industry Alliance (formerly AAMA) American Architectural Manufacturers Association Slandor A AAMA 450 AAMA/WDMA/CSA 10I/I.S.2 A440 AAMA/WDMA/CSA 101/I.S.2 A440 Ye4l 2010 2011 2008 Product Approval Method Method 1 Option A Date Submitted 07/08/2021 Date Validated 07/12/2021 Date Pending FBC Approval Date Approved 07/16/2021 Summar of products FL Model, Number or Name Description 5167:1 07 09, 07 1a and 07 20 Reflections 5500, PerfeXian Platinum Vinyl Double Hung Limits of use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ, Yes Impact Resistant: No, Design pressure: N/A ` F517 E37 CAC �t 7-Q9 DH 44x63 RSa.p�f Other: 48x80 (+/-25 PSF), 56x84 (+/-25 PSF), 53x76 (+/-50 F 1 7 R 07- H 47 7 R P palf i PSF), 36x63 (+/-50 PSF), 44x64 (+/-50 PSF), 47x71 (+/-50 PSF), 37x84 (+/-60 PSF), 37x76 (+65/-70 PSF) F 1 7 7 7 x ROf W7l" r.pdf j [ Quality Assurance Contract Expiration Gate 12/13/2021 Installation Instructions i21 F 5 7 3 I N a? Try -1 ?-2 DFt tp�if Verified By: Fenestration and Glazing Industry Alliance (formerly AAMA) Created by Independent Third Party: Evaluation Reports F U0.��119A:WQkLUL=I Created by independent Third Party: Yes 5167.2 Q7-09, 07 10 and 07 20 Reflections SS00, PerfeXlon Platinum Vinyl Double Hung with Transom Limits of Use Certification Agency Certificate Approved for use in HVHZ: Na F 7 A 7 w T 5 m - Approved for use outside HVHZ: Yes I - (x ). Impact Resistant: No9- Design pressure: +50/-50 MW== Other:53x130 FL'1 7 R 7 CA - w fiver a 7- pAf Quality Assurance Contract Expiration Date E 04/19/2025 i Installation Instructions Q= j Verified By. Fenestration and Glazing Industry Alliance (formerly AAMA) Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5167.3 07-09, 07-10 and 07-20 _ Reflections 5500, PerfeXian Platinum Vinyl Double Hung H- Mulled Triple i Limits of use Certification Agency y certificate Approved for use in HVHZ: No ale 102x76 R- Approved for use outside HVHZ. Yes RQ50_(x , ); Impact Resistant: Na Design Pressure: +50/-50 Other; 160x76, 126x76 Wive. r j F Quality Assurance Contract Expiration Date 04/19/2025 Installation Instructions -Tri Pk Verified By: Fenestration and Glazing Industry Alliance (formerly AAMA) Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5167.4 �O7-09, 07-10 and 07-20 Reflections 5500, PerfeXian Platinum Vinyl Double Hung Triple 5167,9 4 Limits of Use Approved for use in HV Approved for use outsid Impact Resistant: No Design pressure: N/A Other. 36x72 (+/-30 PSF) PSF), 44x63 (+/-35 PSF), 4 PSF), 44x63 (+/-45 PSF), 2 PSF), 32x62 (+/-50 PSF) M H Evaluation Reports Created by Independent Third Party: Profinish Contractor, Prohnish Master, PerfeXion Contractor Vinyl Double Hung Certification Agency Certificate f Z. No e HVHZ Yes , 48x8Q (+/-30 PSF), 53x71 (+/-35 8x80 (+/-35 PSF), 36x63 (+/-45 6x76 (+/-50 PSF) & 36x74 (+/-50 5167.10 I43-17 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other, 96x80 (+/-25 PSF), 89x63 (+/-30 PSF), 73x63 (+/-3 PSF) & 72x74 (+/-45 PSF) 12/11/2021 Installation Instructions X.Off j Fi 107 R37 TI IN0254 43-17 DH 1X:Qdf Verified By: Fenestration and Glazing industry Alliance (formerly AAMA) Created by Independent Third Party: Evaluation Reports F1.5167 R37 AF FvalRepgrt-IN02 4-R7, adf [ Created by Independent Third Party: Yes j Profinish Contractor, ProFinish Master, PerfeXion Contractor Vinyl Double Hung T-mulled Twin Certifications Agency Certificate FL 67 R 7 3-1 n 4 R ,4 pdf 7 7 T i P.d PAf L 7 R 7 4 -17 Twi x P plf 5 Quality Assurance Contract Expiration Gate 04/22/2022 Installation Instructions 7 7 11 i Verified By: Fenestration and Glazing Industry Alliance (formerly AAMA) Created by Independent Third Party; Evaluation Reports Created by independent Third Party: 5167.11 43-35 (Two -Step Sill) Limits of Use Approved for use in HVH : No Approved for use outside HVHZ Yes Impact Resistant: No Design pressure: N/A Other, 44x63 (+/-25 PSF),;46x84 (+/-25 PSF), 36x72 (+/-30 PSF), 48x80 (+/-35 PSF), 52x71 (+/-35 PSF) 5167,12 43-35 (Two -Step Sill) and 43-50 (Three -Step Sill) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ Yes 6100VantagePointe, Asure, PerfeXion Silver Vinyl Double Hung Certification Agency Certificate f F 4 p f FL5167 R37 C CAC 43-35 DH 48x80 R35.111 1 F 7 R7 A H x7- Of Quality Assurance Contract Expiration Date € 01/24/2026 Installation Instructions F S 7 7 4 DH 2 .Of F > 67 R37 II iN0568 43 3 DH 1X,P-df Verified By: Fenestration and Glazing industry Alliance (formerly AAMA) Created by Independent Third Party: F.valuatinn RpnnMN,q 6100 VantagePointe, Asure, PerfeXion Silver Vinyl Double Hung Twin with Transom Certifications Agency Certificate Impact Resistant: No r Design Pressure: +35/-35 Other: 7 3xi11 Quality ,assurance Contract Expiration Daft � 01/24/2026 Installation Instructions i Tr i tttllxtr 2/20 202F REV. Fitt Irr / �. �2EUSEfl BY DATEc. MODEL DESONATIONs Simonton Double Hung Series 43-35 Vine Window MAXIMUMOVERALL NOMINAL-SIZESee Size Chart -0600 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, a minimum of 0.142", _SIZE CHART OVERALL SIZE DP RATING SILICONE CAULK WIDTH HEIGHT (INT. PERIMETER) Al ±25. PSF INSTALLATION FASTENERS 1/4" MAX. SHIM SEE TABLE 1 ±30 PSF 1/4" MAX. SHIM MIN. EDGE DIST. t35 PSF SEE TABLE.1' SILICONE CAULK SILICONE CAULK SUBSTRATES BY OTHERS. � SILICONE CAULK SUBSTRATES {EXT. PERIMETER} _ BY OTHERS SILL �j'1� JAMB NOTES. 1. THIS INSTALLATION HAS BEEN. EVALUATED FOR USE IN LOCATIONS ADHERING To THE FLORIDA BUILDING CODE OUTSIDE THE 4HVHZ, 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. ALL INTERIOR AND EXTERIOR PERIMETER SURFACES OF. THE WINDOW MUST: BE CAULKED, 3. ANCHOR TYPE, SIZE, SPACING, EMBEDMENT, AND EDGE' DISTANCE SHALL BE AS. SPECIFIED IN THESE DRAWINGS, USE APPROPRIATE ANCHORAGE FROM TABLE I ACCORDING TO SUBSTRATE TYPE. A MINIMUM CENTER -TO -CENTER SPACING OF 3' SHALL BE MAINTAINED BETWEEN ALL ELco ULTRACONS W ANY DIRECTION. 4. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND: WALL DRESSING OR STUCCO, FOR MASONRY OPENINGS WITH WOOD BUCKS LESS THAN 1-112' THICK, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, AND INTO MASONRY SUBSTRATE, WOOD BUCKS WITH MASONRY ARE OPTIONAL, 5. WOOD OR MASONRY OPENINGS,. BUCKS, AND BUCK FASTENERS, BY OTHERS, SHALL BE PROPERLY DESIGNED AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. 6. 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. 7, SHIMS ARE REQUIRED WHERE GAPS OF GREATER THAN 1/I6' EXIST BETWEEN OPENING AND FRAME MAX. SHIM STACK IS 1/4'. SHIMS SHALL BE LOAD -BEARING AND CAPABLE OF TRANSFERRING LOADS TO THE SUBSTRATE. 8, WHEN USED IN AREAS REQUIRING IMPACT PROTECTION, THIS PRODUCT REQUIRES THE USE OF APPROVED: IMPACT RESISTANT SHUTTERS OR OTHER EXTERNAL PROTECTION. 9. 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, 10.. GLAZING SHALL COMPLY WITH ASTM E 1300. 11, 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. 12, A WIND LOAD DURATION FACTOR CD = L6 WAS USED FOR THE ANALYSIS OF WOOD SCREWS: ONLY, 13. PRODUCTS SHALL: BE CONSTRUCTED AS SPECIFIED IN TEST REPORTS ATI-B6470.01409-47, ATI-8647P.Oi-109-47 AND ATI B6473 01-104-47. l4, DESIGNATION `X' AND'0' STAND FOR THE FOLLOWING: X: OPERABLE PANEL. -. O: FIXED PANEL. E5. USE A BACKER ROD ON ALL JOINTS >3/4` DEEP AND/Oft WIDER THAN €/4`. FINISHED CAULK JOINT SHOULD BE A MINIMUM OF 3/$' DEEP, MATERIAL S€ E YANG DISCLOSURESTATEMENT Slit/ ONTON' B IN0568 4. s do t is the Property of Smonton Y/indaws,. which MS FINISH: Olmenslonat Tderances m att proprwt-y and other tghts to its s.b*t matter. klnSeas Other a.se:.5 r¢g Vr 6 cr w s DRAWNT.D BY: DATE: r daeustwrxt is p—Ided to the ra V,-t oro the expressed ALLOY & TEMPER; . I Cochrane Auemle CHECKED 46/10/S4 U- that it Is not to 6e disclosed, reproduced M whaie or Pennsb—,WV 26415 OHECK£D BY: DATE . nar used. kI —j natton with the design, manufacture err M : Decimals Angles repair At Moods far anyy-. other than Simonton Windows SCALE: EFT. . APPR D BY: DATE: without Its aces L Thies restriction does not limit tiie .X t .Q3 MT t of f URFACE AREA:. rscipsent' whights tovUbwopedy inf rm fion carvtoined Ln'tiils .XX.� 01 Cr 30 it,. SERIES; document wlrteh is properly'abtamed from: anath®r source. .XXX t .E105 43-35 DOUBLE HUNG FINISH TREATMENT: TITLE: FIt.E:FL SiG7 1X BUCK INSTALLATION X db M IT a X i � --W" MAX. OVERALL FRAME WIDTH - TART F 1, t1. —1 t ATIf1W FACTFAIFRC TART F ID SUBSTRATE TYPE - -- ANCHOR TYPE MIN, EMBED I MIN. EDGE T A CONCRETE (2 KSi MIN.) 3/18:" OW TAPCONDISTANCE B. HOLLOW OR GROUT -FILLED CMU '1^ 2' 117 PCF MIN :: 3/16; TAPCON �.. C 2X: MIN, SOUTHERN PINE WOOD 3/1:6" ITW TAPCflhf. 1.-3/8" 7/$" G= .55 1 D 2X.. FAIN SOUTHERN PINE WOOD #10::WOOD SCREW I-3/8' 7/8- (G=0.55li E 16 GAUGE 0.060 MIN... STEEL STUD 33KSt YfEtD MIN 10 t5 fTW TEKS.:. SELF -DRILLING SCREW FULL THREAD 1/2" F t . ALUM. 6663 T5 MiN, OR 10 GHADE 5 SELF TAPPING FULL THREAD 1/2" 1 8' STEEL 36 KSI MIN. DRdLUNG SCREW EN 1 .---a?rNI4 s aew LUCAS A, TURNER, P.E. FL PE 58201 Lucas Turner / ar k # TURNER ENGINEERING & 202i.03,t73 o Na. 562O1 §-_ CONSULTING, INC. 15:15.54 �-A (COA #29779) ffirase 2428 OLD NATCHEZ TRACE TRAIL, DAMDEN, TN 38320 ' PH. 941-3a0-1574 tGE MST, MOTE B.J.S. 06/19/15 17 & 18.- WO LMH 09/07/17 .E SOBSTATES. LMH 11/07/17 FH EDITION (2020) MID LMH 02/20/21 SiUCONE CAULK (EX7 PERIMETER} SUBSTRATES BY OTHERS MIN. EMBED. SEE TABLE ti 1/4" MAX. SHIM SILICON€ CAULK (1NT:. PERIMETER} HEAD REV. REYSIONS:. REVISEDBY DATE, NO P.E. SEAL REQUIRED A MODEL DESIGNATION: Simonton Double Hung Series 43-35 Vinyl Window INSTALLATION SUPPORTED 1 UPDATED SIZE PER TEST REPORT gB9924.01. T.D.D.01/04/10 BY AAMA TEST REPORTS z D D SA - .1 ,oD , RAM AND T.D.D. 02/23/12 MAXIMUM OVERALL NOMINAL SIZE: See Size Chart sDEs PER N DISTANCE 3. ADDED 0.11N:: EDGE DISTANCE MOTE GJh1 6/16/15 DESIGN PRESSURE RATING See Size Chart 4 ADDED NOTES iz & 13 - AAMA aao. LASH 11/09/17 USABLE CONFIGURATIONS X X SILICONE 2X BUCK CAULK 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". SILICONE CAULK 1/4" MAX. SHIM t �— 1 HEAD SILICONE CAULK ® 2X BUCK 1/4" MAX. SHIM Q 1/4" MAX. SHIM SILICONE CAULK //8 X 2 1/2'° MIN. WOOD — SCREW WITH 1.50" MIN. 1 i SILICONE EMBEDMENT INTO WOOD CAULK MIN. EDGE DIST., SEE NOTES. w La 2X BUCK g u 1 SILL SILICONE CAULK i JAMB NOTES: 0 1. This installation has been evaluated for use in locations adhering to the Texas & Florida Building Codes and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure ratings herein; for use outside the H.V.H.Z. i 2. All exterior perimeter surfaces of the window must be caulked. Interior caulking is optional unless noted otherwise. 3. Anchors shall be as specified and spaced as shown. Anchor embedment to base material shall be beyond wall dressing or stucco and into wood. 4. The responsibility for selection of Simonton products to meet any applicable local laws, building codes, ordinances, or other safety requirements rests stalely with the architect, building owner, or contractor. 5. Shims are optional. Max. shim stack is 1/4". 6. Wood bucks (by others) must be engineered and anchored properly to transfer loads to the structure. 1 7. When used in areas requiring impact protection this product REQUIRES the use of approved impact resistant shutters or other external protection. 8. Flashing should be applied using the ASTM E 2112 methodology appropriate for the opening into which the window is being installed. 9. Installation screws must be at least 3/4" from the edge of the wood. 10 Installation screws may be placed in the interior or exterior track of the jamb. Screws should be flush with the vinyl. 1 1 Glazing shall comply with ASTM E 1300. 12.Use 100% pure silicone caulk compliant with AAMA 808 Section S - Sealant Specifications for use with Architectural Fenestration Products. Make sure surfaces are completely free from all old caulk, damaged wood, wood fibers, grease, oil dirt, rust, mold or similar contaminants. Vacuum and clean --- "W" MAX. OVERALL FRAME WIDTH opening surfaces completely; A fully primed surface is recommended, but not required. Cleaning of all surfaces should be done the same day of which the silicone caulk is to applied. For more details visit Simonton.com. 13.Caulk application: recommended air and surface temperatures at the time of application are to be between 40 and 90 degrees F. Insure all contact surfaces are clean and dry including the new window(s). Use a backer rod on all joints >3/4" deep and/or wider than 1/4". Finished caulk joint should be SIZE CHART a minimum of 3/8" deep and make full contact with both the new window and structural opening surfaces. Silicone caulk should be forced into joint or OVERALL SIZE compressed to assure full contact on both surfaces and to expel any air pockets.' WIDTH HEIGHT DP RATING ry " DSCt05URE sTATEGEMT SIMONTON' A IN0105 4' This document 1s the property of Simonton Windows,. which = Dimensional Tolerances DR A�: ±25 PSF 46" 84" '.taleproprietary and other rights to Its subjectmatter. Uri... s allw H a o w e . _FYiCF_Otherwise Soaaified G.LS. 11/16/06:: 44" 63" This document Is provided to the recipient an the expressed & TEMPER: i C-han. Avenue CHECKED BY: ft: onditlon that it 1s not to be disclosed, reprdducsd in whole or Pcnnsboro;.WV 26415 part. nor used In conjunction with the design, manufacture or Decimals Angles AEET: APPR 0 8Y: DATE 36" 72" ±30 PSF repair of goods for anyone other than Simonton Windows I E: without Its consent. This restriction does not limit the SURFACE AREA: .X d:.03 FIT T of t 48" 80" reopiane. ruts to utilize information ...toned In this xx t 01 0° 30 min.SERIES: t35 PSF document which is properly obtained from.'another source. .XXX t .00S 43-35 DOUBLE HUNG :.SZ" 71" NtSHTREAT6AENT: .� FILE: IND105 2X BUCK INSTALLATION (AS TESTED) kM uct ApQMyAI,Menu > P"oduc or App i atia �epr h. > Apa i' tic iJ% > Application Detail EL # FI5167-R37 Application Type Revision Code Version 020 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/PIyGem Windows Address/Phone/Email 5020 Weston Parkway Suite 300 Cary, NC 27513 (800)542-9118 Ext413596 luanne.harris@cornerstone-bb.com Authorized Signature Luanne Harris Iuanne.harris@cornerstone-bb.com Technical Representative Luanne Harris Address/Phone/Email 3948 Townsfair Way Suite 200 Columbus, OH 43219 (614) 532-3596 luanne.harris@simonton.com Quality Assurance Representative AAMA Address/Phone/Email 1827 Walden Office Square Suite 550 Schaumburg, IL 60173 (847) 303-5664 webmaster@aamanet,org Category Windows Subcategory Double Hung Compliance Method Certification Mark or Listing Certification Agency Fenestration and Glazing industry Alliance (formerly AAMA) Validated By American Architectural Manufacturers Association Referenced Standard and Year (of Standard) filagn AAMA 450 2010 AAMA/WDMA/CSA 101/1.S.2 A440 2011 AAMA/WDMA/C5A 101/1.S.2 A440 2008 Equivalence of Product Standards Certified By https:/ltloridabuilding.org/pr/pr_app_dtl.aspx?param=w VXQwtDgtZMlu87gOKmCtAC9nEOJ /l bU7wr5BBbmrOO PC4bvyWvnCXw°lo8dtl/�3d 1/6 9/1/2021 Florida Building Code Online verified By: Fenestration and Glazing Industry Alliance (formerly AAMA) Created by Independent Third Party: i Evaluation Reports Created by Independent Third Party: 5167.13 ~ry 43-40 and 43-45 Reflections 5050, Reflections 5300, 6100 VantagePointe, PerfeXion Gold, 4000E Vinyl Double Hung Limits of Use Certification Agency Certificate 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), 46x84 (+/-25) 5167,14 ___j 43-50 (Three -Step Sill) Limits of Use Approved for use in HVHZ. No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other. 52x71 (+/-35 PSF), 36x63 (+/-45 PSF), 44x63 (+/-45 PSF), 32x62 (+/-So PSF), 36x74 (+/-50 PSF) 5167A5 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 P---1 P —df Qdff Pff PAf P-df Pi-f P-d-f wff 0-f P —df Quality Assurance Contract Expiration Date 01/30/2022 Installation Instructions PAf pfff Verified By: Fenestration and Glazing Industry Alliance (formerly AAMA) Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Yes 6100 VantagePointe, Asure, PerfeXlon Silver Vinyl Double Hung Certification Agency Certificate Quality Assurance Contract Expiration Date 01/25/2026 Installation Instructions P&f ad-f Verified By: Fenestration and Glazing Industry Alliance (formerly AAMA) Created by Independent Third Party: Evalu,,Mcin Reports Reflections 5500, Generations, Impressions 9800, 6500 VantagePointe, PerfeXion Platinum, 6000 Vinyl Double Hung Certification Agency Certificate Other: 48x80 (+/-25 PSF), 5304 (+/-30 PSF), 48x80 (+/-35 FL 7 m 7 P 5.pcif PSF), 5201 (+/-35 PSF), 53x80 (+/-40 PSF), 36x63 (+/-50 P-1 PSF), 3604 (+/-50 PSF), 3602 (+/-55) PAf P-df- Wg-Q7- 0- -Q2--Q2 J2---Qz--D2, 25 - _10,_Z5_-ZQ_U_H_f rA_mo_ p_df Quality Assurance Contract Expiration Date 06/06/2022 Installation Instructions 2LQ-ft2.&W �Lx. w Verified By: Fenestration and Glazing Industry Alliance (formerly AAMA) Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Yes 5167J6 75-75, 75-09, 07-75, 07-09, 07-10 Reflections 5500, Generations, Impressions 9800, 6500 https://floridabuilding,org/pr/pr._appjtl.aspx?param=wGE\/XQMDqtZMiu87qOKmCtAC9nEO�/�2bU7wr5BBbmrOOPC4bvyWvnCXw%3d%3d 516 MODEL DESIGNATION.; MAXIMUM OVERALL NOMINAL SIZE: DESIGN PRESSURE RATING: USABLE CONFIGURATIONS GENERAL DESCRIPTION: Simonton Double Hung Series 75-75 / 75-09 / 07-75 07-09 / 07-10 / 07-20 Vinyl window See Size Chart 2X I See Size Chart SILICONE CAULK SEE NOTES 13 & 14 X 5' The head, sill, and side jambs are extruded PVC. The wall thickness through which the anchor screw penetrates is a minimum of 0.070". f� 2� HEAD 1 SILICONE CAULK SEE NOTES 13 & 14 NO P.E. SEAL REQUIRED INSTALLATION SUPPORTED BY AAMA TEST REPORTS ILICONE CAULK EE NOTES 13 & 14 REV. #; REVISIONS; REVISED BY; DATE: 10 UPDATED SIZES PER NEW TESTING. T;D,D. 01129114 11 ADDED MIN. EDGE DISTANCE NOTES DIM 06/16/15 12 ADDED NEW SIZE TO CHART LMH 07/10/15 13 ADDED NOTES 12 & 13 -AAMA 800 LMH 08/18/16 14 UPDATED SIZES PER NEW TESTING, LMH 04/11/18 1 1!2" MIN., EMBED. SILICONE CAULK - SEE NOTES 13 & 14 2X BUCK 1{4". MAX, SHIM #8 X 2 1/2" MIN. WOOD SCREW 3/4" MEN. EDGEDIST, iILICONE CAULK >EE NOTES 13 & 14 SILICONE CAULK SEE NOTES 13 & 14 1 JAMB 2X BUCK --' 1 SILL NOTES: 1. This installation has been evaluated for use in locations adhering to the Florida Building Codes and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure ratings herein, for use outside the N.V.H.Z. 2. All exterior perimeter surfaces of the window must be caulked. Interior caulking is optional unless noted otherwise, 3. Anchors shall be as specified and spaced as shown. Anchor embedment to base material shall be beyond wall dressing or stucco and into wood, 4. The responsibility for selection of Simonton products to meet any applicable local laws, building codes, ordinances, or other safety requirements rests solely with the architect, building owner, or contractor. 5. Shims are "optional. Max. shim stack is 1/4". 6. Wood bucks (by others) must be engineered and anchored properly to transfer loads to the structure. 7. When used in areas requiring impact protection this product REQUIRES the use of approved impact resistant shutters or other external protection. 8. Flashing should be applied using the ASTM E 2112 method appropriate for the opening into which the window is being installed. 9. Installation screws must be at least 3/4" from the edge of the wood. 10. Installationi screws may be placed in the interior or exterior track of the jamb. Screws should be flush with the vinyl. I I. This product complies with ASTM E 1300. 12. Designation "X" and "0" stand for the following: X: Operable Panel'- O: Fixed Panel. 13. Use 100% pure silicone caulk compliant with AAMA 800 Section I - Sealant Specifications for use with Architectural Fenestration Products. For more details visit Simonton.com. 14.Use a backer rod on all joints >3/4" deep and/or wider than 1/4". Finished caulk joint should be a minimum of 3/8" deep. - 'SIZE CHART ERALL SIZE DP RATING TH HEIGHT "' r 80" t25 PSF " 74" t30 PSF " 80" ±35 PSF " 71" 53" 801, ±40 PSF 36" 63"' ±50 PSF 36" 74" 36" 72" 1t55 PSF vl ft N UV [ [AX. OVERALL FRAME WIDTH-- DISCLOSURE STATEMENT 6imensionatTolerances ITS ONTON' B D IN4iN1o3. 14 DFAY"'BY:—DAE: RMS FINISH; property 9'p}s e td the E51 to rno�dow.s This rmorR afi prop 3 t ry and &th g Ts t its b9ect matt r. Tpis document is ex '� c Unless 4tfierr+tse Soeclsied T.D.D. 0:i102F07 provided to the redident on Ch. p es d tArlditMn kt3k It Is nok k6 be ALLOY & TEMPfA I CnChr'mie Avenue CHECKED &Y. DATE; JAPPRVO disclosed, reproduced) hole or. part d in c cdon with the. desltin, manufacture or repair of goods fo,. anyone other than Simonton N HT; V{TLuME �� DeddmNV Angles ,.....Pennsbaro, W V Zfi4i$ : SCALE:to SHEEF; 8Y« DATE: Wi d Ithout It T Thisestrldlon does not limit the FiT I. of 1 redpl,mto rights to utill Inif-two rodhorred In: this document which SURFACE AREA: PEKMIFFffir X. t .03 SERIES: 75-75 / 75-09 / 07-75 Is property obtatrced from another source. .XX t .01 0° 30 mil. XXX :t 07-09 / 07-10 / 07-20 DOUBLE HUNG FINISH TREATMENT; .005 TITLE: FILE: FL S1J6.1S 2X BUCK INSTALLATION (A5 TESTED) MODEL DESIGNATION:. Simonton. Dc uble Hung Series 75-75 / 47-75 / 75-09 f 07-€79 / 47-10 / 97-20 Vinyl window MAXIMUM OVERALL NOMINAL SIZE: See Size chart DESIGN PRESSURE RATING: See. Size Chart USABLE CONFIGURATIONS: x z GENERAL DESCRIPTION:. The head,. sill, and side jambs are extruded PVC. The wail thickness through which the anchor screw peratrates Ss a. anin}rnum. of 0.142", 6" MAX -- io CIRCLED ANCHOR LOCATIONS �r REQUIRED FOR SOME SIZES; �'- SfE S?ZE CHART in -^-- "W" MAX. OVERALL FRAME WIDTH i or TABLE i:. INSTALLATION FASTENERS TABLE . TYPE ANCHOR MIN EMBED FID SUBSTRATE ft '..'At it IL: hot MIN.) o/SO tttt I 'Nw I—I/L i—l/b -FILLED CMU... 8 1" 2" a 3/16" TW TAPCON C(G-l_5) PINE WOOD 3/16" ITX TAPCON 1-3/8" 7/8" D 2X MIN SOUTHERN PINE WOOD #SO WOOD SCREW 1-3/8" 7/8" G=0.55 E 16 GAUGE 0.06Q MIN. STEEL STUD. 33KS1 YI£LEt MIN.. 10-16 ITN TEK5.: SELF-DRiLtfNG SCREW FULL THREAD.. 1/2" E i $ ALUM. 69£3-T5 MIN. OR t6. GRADE 5 SELF -TAPPING FULL THRF1kD 1/2" S 8" STEEL 36 KSI MIN. DRILLING SCREW }A3ff3fl2k/, x r� 2/20/2021 Rg' REVISSONS: LUCAS A. TURNER, P.E. A,ES!!SED BY:DATF: Lucas Turner 3.sti au�" + 4 FL PE # 58201 a eoce s more; s.rs wwnw. 2621 43 03 :4 tF 826E 'sId TURNERC & CONSULTING, INooeoFur—c s 15:14:56 �, (ODA # 29779) e eu t ewwrs Ha oal/uxxA/xl u+H r '06OfY BrA'YkAocmor:^. p ffw'f��tklilkiYtk4 2428 OLD NATCHEZ TRACE TRAIL, CAMDEN, IN 38320 Pss tz C"Aar: uns aantiae PH. 941-380 1574 12 UPDATrATtY iEN eDii}Wi {x6201 FBC. LN. 2/E9(23 MIN. EDGE DIST. SEE TABLE 1 INSTALLATION FASTENER SUBSTRATEtBY OTHERSLMBED. SILICONE CAULKABLE i (EXT,PERIMETER)T VSE MIN, EMBED. AULK SEE TABLE 1 ETER} SILICONE CAULK SUBSTRATES /r� (INT, PERIMETER) BY OTHERS HEAD 1/4" MAX. SHIM INSTALLATION FASTENER SEE TABLE 1 1/4" MAX. SHIM SILICONE CAULK - MIN.. EDGE DIST. SILICONE CAULK SUBSTRATE SEE TABLE 1 SILCONE CAULK BY OTHERS (EXT. PERIMETER) .;. __,. JAMB NOTES 1, This installation has been evaluated for use in locations adhering to the Florida Building Cade 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. All inte€ior and exterior perimeter surfaces of the window must be caulked. 3. Anchor type, size, spacing, embedment, and edge distance shall be as specified In these drawings. Use appropriate anchorage from Table 1. according to substrate type. A minimum center -to -center spacing of 3" shall be maintained between all Elco Ultracons in any direction. 4. Anchor: embedment to substrate shall be beyond wall dressing or stucco. Formasonry. 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. 5, Woodor masonry openings,bucks, and buck fasteners, by others, shall be properly designed and installed to transfer wind loads to the structure. 6, 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.: 7. Shims are required where gaps of greater than 1/16° exist between opening and frame. Max, shim stack is1/4". Shims shall be load -bearing and capable of transferring loads to the substrate. 8. When used in areas requiring Impact protection, this product REQUIRES the use of approved impact resistant shutters or other external protection. 9. 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. 10. Glazing shall comply with ASTM E 1300. 11. All fasteners penetrating into pressure treated woad shall be capable of preventing corrosion due to reaction with pressure treatment. chemicals. Any dissimilar materials that come into. contact shall 'beprotected to prevent reactions in accordance with code requirements. 12, A wind load duration factor Cd = 1.6 was used for the analysis of wood screws only.. 13. Products shah be constructed as specified in test reports ATI-A6989.01-501-47, ATI-C902D,01-501-47i ATI-C9025.01-501-47, ATI-D2914.61-109-47, ATE-D2916.01-109-47, ATI-C2266.01-109-47.AND ATI-DO300.01-501-47-rO. 14.Designation "X"and "O" stand for the. following: X: Operable Panel - O: Fixed Panel 15.Use a backer rod on all joints >3/4" deep and/or wider than 1/4". Finished caulk joint. should be a minimum of 3/8" deep. MATERIAL: // {{�r 77� ,,{{ ( T� { �g+y^�. }�7 SIZE DRA"ING NO.: Rev, DISCLOSURE STATEMENT RMS FINISH: x3IMOLY 1.ONy B ING132 1.2 This document is the ru oortY of Simonton Wlndow which. etalns all Dimensional Tolerances I v u a w... s DRAWN BY: DATE: prop 3etary and cth fight t Its subject matter. Thisdocument I, Unless Otherwise Specified T,D,D„ 08/30/07 rovid d t th.. I 1 t 9 the ALLOY & TEMPER: t C( hsane Avenue p r ca d cod I n that iK I of to be CHECKED 6Y: DATE: D Pennsboro,: WV V 264I5 1detos d reproduced I halo at part used e Conjunction ncti hno the W H OL ME: Decimals An les fesiWl manufacturewithout o repair of good f tone other thanitttnonton 9 SCALE: SHEET:: APPRV'D BY: DATE: WI d stout Its nform This eSGined .does not limit the FIT Y of 1. ectple t rights Archery fitiffreery lnftaired from another n this dacumenk which SURFACE _AREA : P M ER: .X t ,03 Is prapotlY oMalnod Erom another source. .XX f .4k 0° 34 min. SERIES: FFN55H TREATMENT- .XXX t .005 75-75 (47-75 j 75-49 / D7-49 / 07-14 (457-24 bH Ix BUCK INSTALLATION 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) imonton y am WincCows 5020 Weston Parkway Suite 300 Cary, NC 27513 (800) 542-9118 Ext 413596 luanne.harris@cornerstone-bb.com Luanne Harris luanne.harris@cornerstone-bb.com Luanne Harris I 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 Horizontal Slider Certification Mark or Listing American Architectural Manufacturers Association American Architectural Manufacturers Association 5U-n-da-rg AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/I.5,2/A440 ygarr 2008 2011 Equivalence of Product Standards Certified By I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A F5179G 7C-Fl 559.pdf Product Approval Method Method 1 Option A Date Submitted 12/14/2020 Date Validated 12/14/2020 Date Pending FBC Approval Date Approved 12/21/2020 Date Revised 02/01/2021 Summary of product FLPtodei, Number or Plarrie m � Description 07-09 (Sunroom) Reflections 5500, PerfeXion Platinum Vinyl 3-Cite Endvent _ Slider for Sunrooms of Use Certification Agency Certificate Approved for use in HVHZ; No FC i7 R2 G A 7- V 1 0 4 45.g-cf Approved for use outside FIVER; Yes FC5179 R29 ,C CAG_07-09 ij 05x51d1? 45. Impact Resistant, No F1 SI79 R29 C CAC 07 09 y3&xb3 R P25.p-f Design pressure, N/A FC5179 R C CAC7-09 EV 148x48 R RG30.pdf Other: 84x48 (+/-55 PSF), 84X63 (+/-30 PSF), 10OX48 Wf (+/-45 PSF), 105X51 (+/-45 PSF), 136X63'(+/-25 PSF), FC5179 R C CAC Q7-Q EV $4X63 R PCa30,PAff 148X48 (+/-30 PSF) Duality Assurance Contract Expiration Gate 06/05/2022 Installation Instructions Ft5179 R�9 II I)yf1��i Q.� 09 07.10_Q7-20 3-SC . N D_QM_pdf. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports ELU23—R22__AE—PER522q&df Created by Independent Third Party: Yes 5179.2 07-09 �and07-20�(Sunro�om)� Reflections 5500, PerfeXion Platinum Vinyl 2-1-ite Horizontal Slider for Sunrooms Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5179 R2 C CAC Q7-09 H5=63x4 R RGSS.pdf Approved for use outside HVH : Yes FL5179 R C CAC (17 (i HS 73x51 C P O P f Impact Resistant. No P f Design Pressure, N/A FCSi79 R AC 7- CnS 78x72 R PG20.P1 Other: 63X48 (+/-55 PSF), 73X51 (+/-50 PSF); 78X63 (+/-25 FC5179 R29 C CAC 07-20 6x65 R PO gdf PSF), 7SX72 (+/-20 PSF), 96X6S (+/-20 PSF) Quality Assurance Contract Expiration Date 03/13/2022 Installation Instructions NF 7 M.0f Verified By: American Architectural Manufacturers Association Created by Independent Third Party; Evaluation Reports i`L.51Zq_R2AE PEP5931',Of Created by Independent Third Party: Yes !�5�179.3 �07�-09,10 and 07-20 Reflections 5500, Generations; Impressions 9800, PerfeXion Platinum Vinyl 3-1-ite Endvent Slider Limits of use Certification Agency Certificate Approved for use in HVHZ; No F 5179 Q7Q0 i OOx48 R P "4 `:Of Approved for use outside HVH : Yes FL5179 R29 C SAC 07 09 EV 1O5x51 FL RG45.a - Impact Resistant: No F 17 C C 7 Epig Design pressure: N/A F 179 R A 7-0 6 Of Other: 136x63 (+/-25 PSF), 148x48 & 84x6 (+/-30 PSF), }fir fi 105x51 & 100x48 (+/-45 PSF), 84x48 (+/-SS PSF), 120x72 F 17 7- V x4 Of (+/-20 PSF) F 7- 4 R aft ` iv f, Quality Assurance Contract Expiration Date 04/24/2022 Installation Instructions P 79 29 II INf)6- 7-pjd F 17 II 7 7- 7y20 7- V Verified By: American' Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports 4 ? FL5179 R29 AF I p_P l3 pdf f Created by Independent Third Party: Yes 5179.4 07-09, 07-10, 07-20 and 07-75 Reflections 5500, Generations, Impressions 9800, PerfeXion Platinum Vinyl 2-Lite Horizontal Slider Limits of Use Certification: Agency Certificate Approved for use in HVHZ: No FL5179 R29 C CAC 07-09 HS 63X4a3_PB5_5,pdf Approved for use outside HVHZ: Yes FL5122 R29 CP.Iff Impact Resistant, No p&Lf ! Design pressure: N/A FL5179 R29 C CACHS 78x_Gj_R_PQ25,pdf Other. 78x63 (+/-25 PSF), 73x51 (+/-50 PSF), 63x48 (+/-55- PSF), 78x72 (+/-20 PSF), 96x65 (+/-20 PSF), 72x63 (+/-20 W iv rladlr PSF) F 5179 R29 C 7- P Of FLS179 R29 C CAC 07-75 HS 96x65 R PG2 p& f Quality Assurance contract Expiration Gate I 04/25/2022 Installation Instructions I FLS179 R29 II IN 7 7-0 7-1 Qpdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: j Evaluation Reports FL- 17 R u )259 R10 Created by Independent Third Party Yes j 5179.5 � � 07-20 (Fin) Reflections 5500, Generations, Impressions 9800, PerfeXion Platinum Vinyl 3-1.iteEndvent Slider Limits of Use Certification Agency Certificate j Approved for use In HVHZ: No FL5179 R29 C CAC- V -P pc7f Approved for use outside HVHZ: Yes FL5179 R29 C CAC7- V 4 .pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design pressure: N/A 04/20/2025 Other: 136x63 (+/-25 PSF), 84X48 (+/-55 PSF) Installation Instructions FL5179 R29 II IN0590 07-20 EV 2X-FIN.P Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by- Independent Third Party: 5179.6 07-75 6500 Series, 5500 Reflections Vinyl 2-Lite Horizontal Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL517 29 7 4 P C ff Approved for use outside HVHZ: Yes FL5179 R29 C CAC 07-75P l Ympact Resistant: No Design pressure: N/A i L 179 - P { Other. 78x63 (+/-25 PSF), 78x63 (+/-40 PSF), 72x48 (+/-45 ' Quality Assurance Contract Expiration Gate PSF), 63x48 (+/-55 PSF) 10/15/2022 Installations Instructions FL5179 R29 II IN0224-R7 75-75-SL 1X.pA ` L 7-wff Verified By: American Architectural Manufacturers Association a Created by Independent Third Party: i Evaluation Reports FLS179 R29 A v LR&Qq' ` ' 1224_: R_7 Created by Independent Third Party: Yes mmi , 5179.7 07-75 6500 Series, 5500 Reflections Vinyl 3-Lire Endvent Slider" Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5179 R29 C CAC 07-754 I Approved for use outside HVHZ: Yes FL5179 R29 C CAC 07-75 EV P 4 golf i Impact Resistant: No F 179 A 7« x P 121 Design pressure: N/A FL5179 AC 07-75 EV 4x4 P pdf Other: 136x63 (+/-25 PSF), 84x63 (+/-30 PSF), 110x63 FL5179 R29 C CAC 07-75 EV 84x63 R PG30;w f (+/-40 PSF), 100x48 (+/-45 PSF), 84x48 (+/-55 PSF) Quality Assurance Contract Expiration Date 10/15/2022 Installation Instructions ; Fi 517 R I 44 R -7 Of [ 179 R29 i IN0145 07-75:EV 2X,Of Verified By: American Architectural Manufacturers Association, Created by Independent Third Party: Evaluation Reports FL5179 R29 AE v I pert-IN0144-R kpdfd Created by Independent Third Party. Yes � 5179.8 �41-18�� Profinish BrickMould 300, PerfeXion BM 300 Vinyl 2-Cite Horizontal Slider i E REV. REV15fONS: REMSED. BY. DALE,. MODEL DESIGNATION: Simonton Horizontal Slider Series 75-75 / 07-09 j 07-10 % 07-20UPDAILD NOTES, GENERALi€SCktF'rit7;"AND Osltsftf 47-75 l 75-09 Vinyl Window .�& .# i r' SIZE CHART. 4/30/2020 U PER'NEW TESTING AND ADD 4 T.Ei.D. 12/OS/41 Lucas Turner � (r Na' S }1 LUCAS:A. TURNER, P.E. . 1 ffi. x ^� MAXIMUM OVERALL NOMINAL SIZE: E: See Size Chart °#yi FL PE # 58201 5 UPDATED SIZES PER NEW TESTING. T.D.D. 03/19/t4 2020.04.30 pi 'ir `'. TURNER. ENGINEERING.. & DESIGN PRESSURE RATING: See Size Chart 11:16:45 B"t'A F CONSULTING INC. e ADDED MIN. EDGE Dlsr: NOTE, a.d.s. o4/1s/5 -05'40' 'w40RO' (COA # 29779) 7 A MULTIPLE SUBSTRATES & .. 2428 OLD NATCHEZ TRC TRL :CHART. LpgH. 11/27/17 USABLE CONFIGURATIONS: XX z 7p i6 20 GENERAL DESCRIPTION: The head, sill, and side jambs are extruded PVC. The wait thickness PH.MD4i 380-8 through which the anchor screw Denetrates is a minimum of 0.070". SUBSTRATES BY OTHERS f ( SILICONE CAULK —j- SEE NOTES X 15 & 16 z ~ SILICONE CAULK az SEE NOTES 15 & 16 _r tS nu'i o�n 1/4' MAX. SHIM a MIN. EMBED. � 1 HEAD SEE TABLE i, SHEET 2 w SUBSTRATES BY OTHERS SILICONE CAULK .. SEE NOTES 15 &16 INSTALLATION FASTENERS. 1/4. MAX. SHIM SEE TABLE 1, SHEET 2 w g �. i MIN, EDGE DIST. t k ... SEE TABLE fi, SHEET 2 1 J4' MAX. SILICONE SHIM CAULK i SILICONE CAULK SEE NOTES 15 & 16 gILfCONE CAULK SEE NOTES 15 & 16 SEE NOTES 15 & 16 JAMB .W„ MAX. OVERALL FRAME WOTH 4.sL*j SUBSTRATES BY OTHERS �t�1,. SILL ® SIZE CHART ll`��'jj OVERALL SIZE O.C. SPACING. DP RATING 78' 78 63"... By 18' ±25 PSF 12' ±40 PSFus DISCLOSUREB MATERIAL FiA1rSkI: -- -.,...,_.� SI�fIi.�I��ION- s€zE: A Nc IN0224 7 This document I. the property of. Simonton windows, wmuh Dimensional Tolerances s. o a. w s DRAWN BY. DATE: 72" 4$' 1€Y" 45. PSF retain olE proprietary and other right to it. subject matter. WRY" i}niess Otherwise S eq cif"ied 7-DM 01/29/08 This document is provided to #h recipient on the oxpressed ALLOY & i L.E,hom. Auenue CHECKED BY, DATE: 63' 48' To' ±55 PSF ondition that ibis nat to be dFealos.d, reproduced 1n wholo or.. part; no, used in conjunction with the design,manufacture or repair of goods. for anyone. other than Simonton Windows V'GEggr,—'— Decimals Angles SCALE: Pen-b—, WV 26415' ' EEZ: APPR. , D. BY: DAfE. without its o2nsent. This restriction does not limit. the URFACE AREA: .X t .03 FIT t of 2 recipient's its to utilize information contained in this XX t .01 0° 30 min. RiES: - -i - document which is property obtained.. from another source. FINISH TREATkAENY: ,XXX t .005 07-75 / 75-09 / 75-10 / 75-20. SLIDER Fla FL 5179.2 CTLE: 1X BUCK INSTALLATION �D- qR� REVISIONS: EnsED BY: n E MODEL DESIGNAICN: Simonton Horizontal Slider Series 07-75 07-09 07-10 07-20 UPDATEDNOTES, GENERAL n,A0 . SIZE T.D.D. 03/16/10 . 75-09 Vinyl Window 4/30/2024 4 r.:r . UPDk . BAN NEW —Ab NoT TA.D.. 12/05/11 MAXIMUM OVERALL NOMINAL$IZE: •'. LUCAS A. TURNER, P.E. See SIZB Chart No1 FL PE # 5$207 5 Ss .16, UPDATED SIZES PER NEW TESTtNO. T.D:B. 03/19/14 GtJ PRESSURE RATING: & !%4Bh 6 STATE T � CONSULTING, 3NC:.. See Size Chart TURNER ENGINEERING INC. .ADDED bdiN. EDGE OIST. NOTE. B.J.S. f16/19/15 !f `'Lf3 i- `*"" (COA # 29779}: 7 SIDZE Cif T. DED PEE BS A .. LMH 11/27/17 USABLE CONE€GURATIONS: ,. 2428 OLD NATCHEZ TRO TRL XX `''/fS GENERAL DESCRIPTION; y, CAMDEN, TN 38320 °7fttrltztttt PH. 941-380-1574 The head, Sill, and Side jambs are extruded PVC. The wo€€ thickness through Which the anchor screw penetrates is a minimum of 0,070". TABLE is INSTALLATION FASTENERS TABLE If) SUBSTRATE TYPE ANCHOR TYPE MIN, EMBED MIN EDGE DISTANCE A CONCRETE (2 KSIMIN) 3/16' tTW TAPCON 1-1/2' € 1-1/8" HCLLOW: OR GROUT —FILLED CMU B 3/16" NW TAPCON 1" 2" 117 PCF MIN,) C 2X. MIN: SOUTHERN Pi.NE WOOD 3/16" ITW TAPCON 7 3/8, 7/8" D . 2X MIN.. SOUTHERN PHNE WOOD #10 WOOF} SCREW 1-3/3" 7/8" 16 GAUGE (6.060) MIN.: STEEL 10-16 1TEKS E FULL THREAD 1/2". 'STUD 33KS€YIELD MIN.' SELF —DRILLING SCREW 7 8 .ALUM. 6063-75MIN. OR 70 GRADE S SELF —TAPPING/ F FULL THREAD 1/2": 7 8" STEE_L 36 KS4 MIh1r DRILLING SCREW NOTES: I: This installation has been evaluated for use in locations adhering to the Florida Building Code outside the €-IVHZ, 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. All interior and exterior perimeter surfaces of the window must be caulked, 3. Anchor type, size, spacing, embedment, and edge distance shall be as specified in these drawings:: Use appropriate anchorage from Table 1 according to substrate type. A minimum center -to -center spacing of 3" shall be maintained between all ITW Tapdons in any direction. 4. Anchor embedment to substrate shalt 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. 5. Wood or masonry openings, bucks, and buck fasteners, by others, shall be l roperly designed and Installed to transfer wind loads to the structure. 6. 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. 7. Shims are required where gaps of greater than 1/16" exist between opening and frame. Max, shim stack is 114". Shims shall be load -bearing and capable of transferring loads to the substrate. 8. When used in areas requiring impact protection, this product REQUIRES the use of approved impact resistant shutters or other external protection. 9. 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: 10, Glazing shall comply with ASTM E 1300: 11. All fasteners penetrating into pressure treated wood shall be capable of preventing corrosion due to reaction with pressure treatment chemicals: Any dissimilar materials that coma into contact shall be protected to prevent reactions in accordance with code requirements. 12. A wind load duration factor Cd = 1,6 was used for the analysis of wood screws only. 13, Products shall be constructed as specified in test reports ATl-D2299.01-501-47, ATI-D2300.41-501-47-r1 and ATl-D2303.01-501-47-r1. 14. Designation "X" and "O" stand for the following: X: Operable Panel O: Fixed Panet 15. Use 100% pure silicone caulk compliant with AAMA 808 Section 5 - Sealant Specifications for use with Architectural Fenestration Products. Make sure surfaces are completely free from all old caulk, damaged wood, wood fibers, grease, oil dirt, rust, mold or similar contaminants. Vacuum and clean opening surfaces completely. A fully primed surface is recommended, but not required. Cleaning of all surfaces should be done the same day of which the silicone caulk is to applied. For more details visit Simonton.com. 16.Caulk application: recommended air and surface temperatures at the time of application are to be between 40 and 90 degrees F. Insure all contact surfaces are clean and dry including the new window(s). Use a backer rod on all joints >3/4" deep and/or wider than 1/4". Finished caulk joint should be a minimum of 3/8"deep and make full contact with both the new window and structural opening surfaces. Silicone caulk should be forced into joint or compressed to assure full contact on both surfaces and to expel any air pockets. tHsea %1ff RXMdEbLE MATERIAL, SIi� ONTON' Si A" ND.: B IN0224 7 This document is the property f Sanontan window, which MS FINISH: Dimensional Taisronces a a w s DRAxW 11 DAZE: retain all proprietary d other right.t Its Meet matter. Gal.. Otharwiae Saeclfaad "01 - ^� 'E0.0. : 0,%IJ11a This aloe mart is pro id d. to theatpi rt cr, theexpressed ALLOY & TEMPER: I C chrauo Avenue CHECKED SY: DATE: condition that it is. not to be disclosed, reproduced in whole or .part, nor used In.-1—tion with the design manufacture or repair of goods for anyone other. than Simonton Windows Pennsboro., WV 26415: v Decimals Angles CAfF: HEFT: ARP0 8Y: DATE: wlthout its consent This rostrictfon does rat Whit the SURFACE AREA: X t £f3 A FIT 2 of 2 rt`s riot. to uperly Information contained 6n this xx t: 41 o` 30 min. RIES: doaumanf which is property obtained from another source. document which FINISH TREATMENT,. .xXX t .005 07-75./ 75-09 /t5-i0 FILE. FL 517a2 [TITLE: I BUCK INSTALLATION REV REVISIONS: REVISED BY DATE:. NO P.E. SEAL REQUIRED �t M DES€GNATI Simonton horizontal Sider Series 07-75 Vinyl Window INSTALLATION SUPPORTEDSUPPORTEDsADDEDGLAZING DETAILS, T;D:D. 06/14/11 MAXIMUM QMALI NOMINAL 51: See Size Chart BY AAMA TEST REPORTS 7 ADDED NOTE 10, TD:D. 01/09/12 8.. UPDATES NOTES AND CAU.OUTS.... T.D.D. 03/20/14 p.LSl j( PRESSURE RATING See Size Chart 9 ADDED WIN, EDGE: D4ST, NOTES, B.J.S. 06/17/95 &,&&E CONFIGURATIONS: XX 2X WOOD BUCK tD At cED NaiEs t3 & t4 — A eoo LMH D�/aa/s7 SILICONE CAULK (BY OTHERS) ,QEHER& DESCRIPTION: The head, sill, and side jambs are extruded PVC. The wall thickness SEE NOTES 13 & 14 ULK through which the anchor screw penetrates is a minimum of 0.070" SILICONEEOT S 13 r1 p. SEE NOTES t3. & 94 t/8- MAX :SHIM (BY OTHERS) SILICONE CAULK 2x BUCK SEE. NOTES 13 & 14 HERO (BY OTHERS} 1/8" MAX SHIM {(E 1 (8Y OTHERS} /8 X 2 1/Z- MIN, WOOD SCREW WITH 1.50" MIN. EMBEDMENT INTO WOOD MIN, EDGE DIST., SEE NOTES:. SILICONE CAULK 1/B" OTMAXHERS) SHIM SILICONE CAAULK ($`f OTHEftS) � SEE NOTES 13 & 14 SEE NOTES 13 & 14 SILICONE CAULK SEE NOTES 13 & 14 JAMS 2x WOOD BUCK (BY OTHERS) t SILL _ NOTES: 1.. This installation has been evaluated for use in locations adhering lathe current Florida Building Code and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure ratings herein, for use outside the H.V.FI.Z. 2,.All interior and exterior perimeter surfaces of the window must be caulked. 3, Anchors shall be specified and spaced as shown Anchor. embedment to base material shelfbe beyond wall dressing or stucco and into woad. 4, The responsibility for selection of Simonton products to meet any applicable local laws, building codes, ordinances, or other safety requirements rests solely with the architect, building owner, or contractor, 5. Shims are optional. Maximum shim stack is 118", 6. wood bucks (by others) must be engineered and anchored properly to transfer loads to the structure. Woad bucks shall be Spruce -Pine -Fir, wood minimum specific gravity:= 0.42 psi.. 7, woad screwsmust be at least Grade 5 for units with a design pressure < 50 PSF,. and at least Grade 8 for units with:a design pressure rating $ 50 PSF: B. when used in areas requiring impact protection, this product REQUIRES the use of approved impact resistant shutters or other external protection.... 9, Flashing should be applied using: the ASTM E 2112 method appropriate for the opening into which the window is being installed: °w' MAX OVERALL FRAME WIDTH 9, Installation screws must be at least 3/4" from the edge of the wood. 11, This: product complies with ASTNI E 1300, 12, designation "X" and "CS" standfor the following: X: Operable Panel G: Fixed Panel 13. Use i DS% pure silicone caulk compliant with AAMA 808 Section 5 -Sealant Specificationsfor use with Architectural. Fenestration Products, Make sure SIZE CHART - surfaces are completely free from all old caulk, damaged wood, wood fibers, grease, oil dirt, rust, mold or similar contaminants.. Vacuum and clean _..�. opening surfaces: completely. A fully primed surface is recommended, but not required. Cleaning of all surfaces should be done the same day of which OVERALL SIZE DP RATING the silicone caulk is to applied. For more details visit Simonton,com. WIDTH' HEIGHT 14.0aulkapplication: recommended air and surface temperatures at the time of application are to be between 40 and 90 degrees F. Insure all contact "Vr '°H" surfaces are clean and dry including the new.window(s), Use a backer rod on all joints >3/4" deep and/or wider than 1/4°". Finished caulk joint should be 78" 63' ±25 PSF a minimum of 318" deep and make full contact with both the new window and structural opening surfaces. Silicone caulk should be forced into joint or 7e 63" ±40 PSF compressed to assure full contact on both surfaces and to expel any air pockets. 7Z" 48" ±45 PSF JATERIAU 051.=RESIMON'TON* B' IN0225� 10 This document is the property of Simontonwindows, which Dim—aimd Totaroncss DRAWN T 63" 48" ±55 PSF retalne. di propd.tery and other rights to Its a bj.at matter. U.Im Otherwise 3oecif;ad B m/2B/os Thls document Is provided to the reeiptent on the axpresaod I Cochrane Avenue CHECKEDTZOBY: GATE: -ditlon that It. 1$ not to be dbdosed. rWoduasd. ih whole w : Pennsboro; WV 26415 p.% or used in c P.Otbn.. with the design monufacture or VOLUME Dedmds Angles repair of good. for onyono other. that Sknomton .windows . ALE: HEEf APPRy D .BY: DATE,. without Its. c msent. Ibis r"trkthm. not &.11, the SURFACE AREA: . X..t .03. FIT 1 of t. cscgxtant`s ruts to .0u. hsformatbn contdned in this xx i. Ot W 30 min, ES: t which io propedy obi from. another sauce, -INSH TREAT; .xxx t .005 07-75 HORIZONTAL SUDER.. TLE: Fit£: FL 5179.3 i 2X BUCK INSTALLAT7iSd.