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20-22421
CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 22421 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION , Permit Number: 22421 Address: 37434 DERBYSHIRE DR Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: WEDGEWOOD MANOR Est. Value: Parcel Number: 10-26-21-0120-00000-1110 Improv. Cost: 2,675.00 OWNER INFORMATION ` - Date Issued: 2/03/2020 Name: PAGE, BRIAN &SUSAN & CRAIG Total Fees: 82.50 Address: 37434 DERBYSHIRE DR Amount Paid: 82.50 ZEPHYRHILLS, FL. 33542 Date Paid: 2/03/2020 Phone: (813)780-9280 Work Desc: REPLACE 1 WINDOW & 1 DOOR S/S CONTRACTOR(S APPLICATION FEES THE HOME DEPOT BUILDING FEE 82.50 2� Ins ections Required FOOTER 2 N D WOUGH PLUMB MISC INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. 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 such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe 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, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans, Specifications Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CO RACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER /OqJ—y7y 7 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 -'\• Building Department I; g 'Date RecelveD Phone Contact for Permitting ( 7 4✓ — 7 Owner's Name Q' / r^t Owner Phone Number d 1 Owner's Address �7L/ `'C 2 Owner Phone Number Fee Simple Titleholder Name Owner Phone Number _ Fee Simple Titleholder Address JOB ADDRESS 7 rh /' LOT# SUBDIVISION PARCEL ID# �� '2 4 'z� Q/ZV ��JU /I (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSfR ADDIALT = SIGN = DEMOLISH B INSTALL B REPAIR PROPOSED USE SFR Comm TYPE OF CONSTRUCTION QY BLO CK. Q FRAME = STEEL = DESCRIPTION OF WORK I J. La (' 3 0or BUILDING SIZE SQ FOOTAGE= HEIGHT #UILDING S VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL S (� AMP SERVICE PROGRESS ENERGY 0 W.R.E.C. =PLUMBING S Ir =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING Q SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER PANY SIGNATURE. REGISTERED / Y/ N y FEE CURREN// Y/N Address l h-r of f(.//x ✓ I U v L334 (License# C% C")& L ELECTRICIAN COMPANY SIGNATURE F REGISTERED I Y/ N FEE CURREN Y/N Address - License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address L License# F MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# III1111111111111111.IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Fortes;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Slormwater Plans w/Sift Fence installed, Sanitary Facilities&1 dumpsler,Site Work Permit for subdivisions/large projects COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Fortes.R-O-W Permit for new construction. Minimum ten(10)working days after submittal dale. Required onsile,Construction Plans,Stor mwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpsler.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. Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required, (AIC upgrades over$7500) Agent(for the contractor).or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) .__ .. Reroofs-if stiingles Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage) -" --- - -- -- --- - Driveways-Not over Counter if on public roadways..needs ROW r• 1 1' NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject 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 required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required 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 727-847- 8009. Furthermore,.if 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 89-07 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 1, the applicant, have been provided-with at copy of the "Florida Construction Lien Law—Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner", I certify that I have obtained a copy of the above described document and)promise in good faith to deliver it to the"owner"prior to commencement. CONTRACTOR'S/OWNER'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,Water/Wastewater 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-�sbestos 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"V"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 Flood Zone "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 a permit 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 requested, 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 WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT(F.S.117.0 OWNER OR AGENT CO TRACTOR Subscn d a sworn to o affirmed) efore me hi S,u cr b d and sworn o affi d befor W o' rsonall me o has/have produced ho re per t me or has/have produced as identification. as identification. Notary blic Notary Pubric . r Commission No. Commission No. Nancy J.PBCInI y C:;; 6(NR J-Paclnl -"- ,'�o�, PlOTARY PUBLIC — — — ane f t typ>?d Jp�htad or stamped Name ofNota typed,printed or stamped---- 11..E `." ?�gTATt OF FLORIDA Notary tYP P P ,•_' 89 1 Conern f GG079 STATE OF FLORIDA x4 -3/202 1< 4GG079891 cc ��. m v Plan Review :Windows & Doors 1.) .Need.manufacturing installation specificat-ions: 2) Mu'st.meet:sections.11308-and.116-12 of the.2017 F.B.C. 3) -If Windows are to be installed inside the-historical d.istrict;.they will need.to be approved by-the historical committee.,- 4) No other work shall be_permitted (framing; plumbing,and mechanical) unless.otherwise specified.: 5:) This:is for replacement (glass-for.glass),dnly., If you wish to change from screen or vinyl windows:to glass;then additional information is required. 6:) All windows:to wall connections shall be left visible for inspection. 7) All labeling and stickers.shall remain.:on windows until final..inspection: 8) .No work shall start without permit first. Home Improvement Agreement: Pagel Home Depot License #'s - For the most current listing www.Homedepot.com/LicenseNumbers FL: EC0001440, CGC1514813, CRC046858, CAC1813767, CFC1426021, CFC1427642, 22640, CAC 1818831, CCC1331113, CCC1331130 David Wilson Salesperson Name: Registration No. (if applicable): Home Depot U.S.A., Inc. ("Home Depot") or Service Provider named below will furnish, install and/ or service the equipment listed below at the price, terms and conditions as outlined on this form. Page Susan Tampa 1-QHGFASP Customer Last Name Customer First Name Store#/Branch Name Customer Lead/ PO# 37434 Derbyshire Drive Zephyrhills FL 33542 Customer Address City State Zip (813) 780-9280 susanpage_711@hotmail.com Home Phone# Work Phone# Cell Phone# Customer Email Address NOTICE OF RIGHT TO CANCEL: YOU MAY CANCEL THIS AGREEMENT WITHOUT PENALTY OR OBLIGATION BY DELIVERING WRITTEN NOTICE TO HOME DEPOT AT: 9208 Florida Palm Drive Tampa FL 1 33619 Address City State Zip Or Email: customercancellationsouth@homedepot.com Service Provider Email Address., BY MIDNIGHT ON THE THIRD BUSINESS DAY AFTER SIGNING, UNLESS THE STATE SUPPLEMENT PROVIDES A DIFFERENT CANCELLATION PERIOD. THE STATE SUPPLEMENT CONTAINS A FORM TO USE IF ONE IS SPECIFICALLY PRESCRIBED BY LAW IN YOUR STATE. YOUR PAYMENT(S) WILL BE RETURNED WITHIN TEN (10) BUSINESS DAYS AFTER HOME DEPOT'S RECEIPT OF YOUR NOTICE. YOU MUST MAKE AVAILABLE FOR PICKUP BY HOME DEPOT OR SERVICE PROVIDER, AT YOUR SERVICE ADDRESS, AND IN SUBSTANTIALLY THE SAME CONDITION AS WHEN DELIVERED, ANY MERCHANDISE OR MATERIALS DELIVERED TO YOU. OR YOU MAY CONTACT HOME DEPOT FOR INSTRUCTIONS REGARDING RETURN SHIPMENT AT HOME DEPOT'S EXPENSE. THE LAW REQUIRES THAT THE HOME DEPOT GIV U A NOTICE EXPLAINING YOUR RIGHT TO CANCEL. PLEASE SIGN BELOW TO ACKNOW ED THAT YOU HAVE BEEN GIVEN ORAL AND WRITTEN NOTICE YOUR RIGHT TO CA Acknowledged by: 01/20/2020 Cus omer's Signature Date Contract Price and Payment Schedule : Payment of the C act Price is due upon signing unless a different payment schedule is required by law, specified below or in a payment addendum. Contract Price: $ 12675.00 Includes all applicable taxes. Excludes finance charges." Sales Tax: $ 0.00 (If applicable) *Maximum deposit ONL Y applicable in MD, MA, ME(33910), NJ, Wl(99%) Dep. 1100 - % Deposit Amount $ 2675.00 7 Remaining Balance $ 0.00 The Home Depot-2455 Paces Ferry Road,N.W. Bldg.B-3,Atlanta,Georgia 30339-Customer Care: 1-800-466-3337 460FI HDE Customer Agreement(24 Jul.18) v 0.1.8 Home Improvement Agreement: Paget - - - Finance Charges: *Any interest payments or other finance charges will be determined by Customer's separate cardholder or loan agreement, to which The 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 payment(s) made payable to The Home Depot. Insurance proceeds will will not -, be used to pay some or all of the total amount of sale. Description of Work to be Performed: Installation of 1windows A more detailed description of the work to be performed is included in the section entitled Scope o Work which appears on page F3-7 of this Agreement. Anticipated Delivery Date/Installation Schedule Approximate Start Date: FO-3-/1-6/-20-20-1 Approximate Finish Date: 04/13/2020 All dates are approximate and subject to change based on unforeseen events including inclement weather, permitting delays, and delays in confirming insurance coverage of Your claim for any repair, if applicable. Electronic Records Authorization: You are entitled to a paper copy of this Agreement if you choose. If you consent to an 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 r c ive en emails and PDF documents. ni ' ling th s paragraph, I consent to receive only electronic records related to this transaction. ial- ance and Authorization: y sig ing below, you authorize Home Depot to (a) arrange for Service Provider to perform Installation and/or (b) order and arrange for the delivery of special order,merchandise, including special order, merchandise that may be custom made, as specified in this Agreement. Do not sign if blank or incomplete. (Service Provider's/permitting information may need to be provided to You later.) By signing, you acknowledge that you have read, understand, and accept this Agreement in its entirety, including the General Terms and nditions and State Supplement, if any. You further acknowledge receiving a c lete copy of this A re ment. Keep it to protect your legal rights. X 01/20/2020 The Home Depot ust is Signatu Date Service Provider Name X( 1 01/20/2020 9208 Florida Palm Drive Co-Signer (if applicable) Date Service Provider Address X 01/20/2020 Tampa FL 33619 Signature n Behal o Home Depot Date city tate Zip Service Provider Phone Number Service Provider License Number The Home Depot-2455 Paces Ferry Road,N.W. Bldg.B-3,Atlanta,Georgia 30339-Customer Care: 1-800-466-3337 460FI HDE Customer Agreement(24 Jul.18) v 0.1.8 City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: -TA o Me- Or ot, Date Received: © / 7 /;z-0 Site: J 7 f 3 / lr D Permit°Type: �QOnGe, Lv�nof�Oc.J odY Si Ze Y S�Ze Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑ (ee This comme t sheet sha a kept with the permit and/or plans. J .� Ka wit —Plans Examiner ate Contractor and/or Homeowner (Required when comments are present) INSTR#2020013091 OR BK 1 0042 PG 1371 Page 1 of 1 01/2412020 01:53 PM Rcpt:2128850 Rec:10.00 QS:0-00 IT:0.00 Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller Permit Na Parcel 10 No_I O "Z •4? •/J I Q •00660.r�r� / NOTICE OF COMMENCEMENT A� state or. county of THE UNDERSIGNED hereby grvec rocks drat Improvement wgi be marl,to cattaln roil property,and in acowdarxe will?Chapter 713.Florida Statutes, . the fdtowing IMmr oaa ed on to awvr in wo Notice at commm>cemeat: �,. cipannof �7'��nt�� <... � r 'G�/zU� C� �l Sh%WxAddmm-. . �+ ' S1 --3 2. General Descdptim of improvementw - .. . 3. Owner contracted a L Mormetlan if Ow Leatci+scontracted forthe improvement: Address a+ tnierestinProperty: tit - tote 9 l'*. .19 Name of Fee Simple Tidandder qA r (if diRerent from Chmer Nsted above) t r�o f Address jd f A. Contractor: state �r �,t Name Address SWIM CmrhacfiPaTal,plrnne Na: 1� 1 Tarnpa, FL 33619 5. surety: Name Address CRY State Amount of BmW.$ Tlephone No.: a Lender. Name Address City �— State LerldeFs Telephone No.: 7. Persons within the State of Florida designated by the owner notices a other dorttuments may be served as provided by Q (' C) LLI Section71a1a(1)(an7).FloddeStstutas: z — W'U- xmlre C z n Fes- 0 IX C V — 0 T t.Ji N M TetephaneNitmberot Designated Person: Stara Q W t F- U) L Q 06 9. In addition to himself,the owner deal a 0 11J z -..I of— S tomceivea copy of the Uarmeswc'oas provided in Section 71a13(1p( FladdaStatu }tes. LLJ Lt_ 0 a r>" Telephon,Number of Person or Entity Das4neted by Owner. = Q OO L L L J I 8. EVration date or NoBm or Camnten-n8at(the elan date may nd be berate the ramptew of carohtraw and Brmi payment to the Q _� 0 U}r ceiirador,but vw11 be are year1mM the data of retarding urieaa a di lereni data b apeaT,ady a = 0 U z - LW WARNING TO OWNER ANY PAVLaWTS LuuM BY THE OWNER AFTER THE EXPIRATLON OF TW NOTICE OF COLLspE9aCE1 %T h 1... ._l z Li ARE CONSMER90 IMPROPER PAYW.%TB UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES,AND CAN < (, M a LL RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMFIMT MUST BE ® = Q RECORDED AND POSTED ON THE.JOB SITE BEFORE THE FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANgNG CONSULT z WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. �' Cr a. Q > Under penalty of per)ury,I dadaro that I have read the7.j"-0;dm of c mmer�ment and that the fads stated therein am true to the bent Vq C) �,, p LufmyMno+ttedgeSTATE OF FLORIDA Lt. d 0 OCOUNTY OF PASCO O ~ � t�j 1 �J of or or owners or Lesaed5 Authodled WCf) `x ---t LLl signatory- fit at ..� 5; The ramSoing ulstMarentwas wAnavrtedged before me this Q day 1 by es typo auaadly,a4'orftcat trustee.mtomey in fact)for - ,5L of, (rran,e bhallof inaWmetdvraleraeaded Personogy Kim"CI g$Produced womihcatwn Pr Notary sigrmmre Type of tdaw-ai a ftd and_ k,O U Natsg(Prim) iN Gv r an tea:rH.a�y 4,.2udtal.. - - wadata/bca/rlrt&:eronimertoemem - -- -- - �D+ i`` Wild th ^��+may.. i !All i �r r,('A.7r,�}���y it , Ni c - ,. . l _ y i A i CITY OF / ' NOTICE ' / BUILDING ZEPHYRHILLS DEPARTMENT OFADDITION OR CORRECTION D • NOT REMOVE ADDRESS DATE PERMIT �?+)Lq nsC � 2z THIS JOB HAS NOT BEEN COMPLETED. The following additions or corrections shall be made before the job will be accepted. ltnW CAL NVO DLf: !yV It is unlawful for any Carpenter,Contractor,Builder,or other persons,to AFTER CORRECTIONS ARE MADE CALL cover or cause to be covered,any part of the work with flooring,lath,earth 780-��2� OR RE-INSPECTION or other material,until the proper inspector has had ample time to approve the installation. OFFICE HOURS 7:30AM-4:30 PM MON.-FRI. INSPECTOR WINDOW SPECIFICATION SHEET - Spec.Sheet#: 1-QHGFASP- Sheet: 1 of 1 i Customer: Susan Page Job#: 1-QHGFASP Consultant: David Wilson Date: 01/2 012 0 2 0 New Window Hinge Locations Existing Window Measurements Grids Product Options Labor Options From outside, Left to Right Bays,Bows Location Color Rough Opening k of bars p of bars Csmnts,1 Pnl, use L,Par S Glass Misc Items Hardware Coda Screens For doors use o n o Mull "S"=stationary or Style Wraps '� a v rn m _`o .' "X"=operating Coda Room Floor Code (Y/N) Slyle Code Series t 3 x5 a > s > X c a • STD,White,TMP:Full, 1 FAM 1st PDG- N PD05 6100 WH WH 71.25 79.5 150.75 1 WH,W Glasspack:Standard X Is B2 H STD,White, GtassPack: 2 KITCH 1st DH- N DHC 6100 WH WH 26 49 75 F, WH,W C ALL 1 1 ALL 1 1 Standard HITILT GBG H ' I -FFT I SPECIAL CONSIDERATIONS: Wrap Color Interior Casing Type Bay or Bow window: Sealboard material(vinyl only-Birch or Oak) Bay Project Angle(30 or 45) Bay Flanker Type(DH,SH,or Csmnt) Top of window to soffit(inches) If tied to soffit,color of soffit material I have reviewed and agree with all the job specifications above and the Construct Roof(Yes or No)' Special Terms'and Conditions on the following page Garden Window: • Sealboard Material(vinyl only-White Pionile,Birch or Oak) ' 1 n'-`� ram.".,.. _ i' .`�' Y: t ;t .r •. y . x.r. 3 ism - - a'�..c•-" BCIS Home Log In I User Registration ':. Hot Topics I Submit Surcharge Stats&Facts i Publications Contact Us I BCIS Site Map Links I Search Florida y rAz� Product Approval .USER:Public User Product Approval Menu>Product or Application Search ,SApylication Us rAp i a n boail \ `: FL# FtT7612 R18 Application Type Revision Code Version ",a `-,2017 Application Status ' Appro v *Approved by BPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived ff'' Product Manufacturer Simonton/Ply Gem Windows Address/Phone/Email 3948 Townsfair Way,Suite 200 Suite 200 .- Columbus,OH 43219 \-::�.luanne.harris@plygem.com Authorized Signature Luanne HarrisLL luanne.harris@plygem.com Technical Representative Luanne Harris } Address/Phone/Email 3948 Townsfa Suite 200 WWORK SHALL COMPLY WITH PREVAILING Columbus,01M6980 FLORIDA BUILDING CODE, (614) 532-35pfgTIONAL ELVI'CTRIC CODE, luanne.harrisA i "Fry OF,ZEPHYRHILLS ORDINANCES Quality Assurance Representative AAMA Address/Phone/Email 1827 Walden Office Square Suite 550 REVIEW DAWN 3 0 q Schaumburg,IL 60173 OLO (847) 303-5664 CITY OF ZEPFIYR webmaster-@aamanet.org PLAN ' nN E/�f iv MINER Category x.. Exterior Doors 9 Subcate ory {,�1Sliding Exterior Door Assemblie Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By American Architectural Manufacturers Association Referenced Standard and Year(of Standard) Standard Year AAMA 450 2010 AAMA/WDMA/CSA 101/I.S.2/A440 2008 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL7612 R18 Equiv Eva I Report-IN0444-R7.pdf Product Approval Method Method 1 Option A Date Submitted 06/04/2019 Date Validated 06/05/2019 Date Pending FBC Approval Date Approved 06/10/2019 Summary of Products . FL# Model,Number or Name Description 7612.1 06-05 ProFinish Contractor,ProFinish Master,PerfeXion Contractor 2- Lite Sliding Patio Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL7612 R18 C CAC 06-05 2P SGD (Fin)71x80 R PG50.pdf Approved for use outside HVHZ:Yes FL7612 R18 C CAC 06-05 2P SGD (Fin)71x80 R-PG35.pdf Impact Resistant: No FL7612 R18 C CAC 06-05 2P SGD (Fin)71x96 R PG35.pdf Design Pressure:.N/A FL7612 R18 C CAC 06-05 2P SGD(Fin) 95x80 R35.pdf Other:77x84(+/-30 PSF), 71x80(+/-35 PSF), 71x96(+/-35 FL7612 R18 C CAC 06-05 2P SGD(Finless)71x80 R PSF),95x80 (+/-35 PSF),71x80(+/-50 PSF) PG35.pdf FL7612 R18 C CAC 06-05 2P SGD (Finless) 71x80 R PG50.pdf FL7612 R18 C CAC 06-05 2P SGD(Finless)71x96 R PG35.pdf FL7612 R18 C CAC 06-05 2P SGD(Finless)95x80 R35.pdf FL7612 R18 C CAC 06-05 2PS6D(Fin) 77x84 R-PG30.pdf Quality Assurance Contract Expiration Date 10/31/2021 Installation Instructions FL7612 R18 II IN0340 06-05 2P PD 2X.pdf FL7612 R18 II IN0444-R7 06-05 2P 1X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL7612 R18 AE Eva lReport-IN0444-R7.pdf Created by Independent Third Party: Yes 7612.2 06-05 Pro Finish Contractor,ProFinish Master,PerfeXion Contractor Vinyl 3-Lite Sliding Patio Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL7612 R18 C CAC 06-05 3P SGD(Fin) 107x80 R PG30.pdf Approved for use outside HVHZ:Yes FL7612 R18 C CAC 06-OS 3P SGD(Fin) 107x80 R PG45.pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A 11/20/2022 Other: 107x80(+/-30 PSF), 107x80(+/-45 PSF) Installation Instructions FL7612 R18 II IN0341 06-05 3P PD 2X.pdf FL7612 R18 II IN0445-R4 06-05 3P PD 1X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL7612 R18 AE Eva lReport-IN0445-R4.pdf Created by Independent Third Party: Yes 7612.3 06-05 Reflections 5300,6100 VantagePointe Vinyl 2-Lite Sliding Patio Door with Transom (Retrofit Installation) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL7612 R18 C CAC 06-05 2P SGD w Transom (Finless). Approved for use outside HVHZ:Yes 71x116 R45.pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +45/-45 01/29/2022 Other: 71x116 Retrofit Installation Installation Instructions FL7612 R18 II IN0413 06-05 2PD w Transom 2X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: r. 7612.4 06-05 Reflections 5300,6100 VantagePointe Vinyl 2-Cite Sliding Patio Door(Retrofit Installation) ?''Limits of Use 41 Certification Agency Certificate Approved for se in HVHZ: No FL7612 R18 C CAC 06-05 2P SGD (Finless)71x80 R Approved for se outside HVHZ:Yes PG35.pdf Impact R istant: No FL7612 R18 C CAC 06-05 2P SGD(Finless)71x80 R Design Pressure: N/A PG50.pdf Other: 95x80(+/-35 PSF);71x96(+/-35 PSF),71x80 (+/-35 FL7612 R18 C CAC 06-05 2P SGD(Finless)71x96 R PSF), 71x80 (+/-50 PSF) Retrofit Installation PG35.pdf FL7612 R18 C CAC 06-05 2P SGD(Finless)95x80 R35.pdf r Quality Assurance Contract Expiration Date 01/29/2022 Installation Instructions FL7612 R18 II IN0412 06-OS 2P PD 2X. df Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 7612.5 15-15 Inovo,6500 VantagePointe 2-Lite Sliding Patio Door(Retrofit Installation) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL7612 R18 C CAC 15-15 2P SGD 71x81 R-PG35 Approved for use outside HVHZ:Yes (Finiess).pdf Impact Resistant: No FL7612 R18 C CAC 15-15 2P SGD 71x81 R-PG50 Design Pressure: N/A (Finless)_pdf Other: 71x81 (+/-35),71x81 (+/-50 PSF),95x95(+/-35) FL7612 R18 C CAC 15-15 2P SGD 95x95 R PG35 Retrofit Installation (finless)_pdf Quality Assurance Contract Expiration Date 09/14/2020 Installation Instructions FL7612 R18 II IN0573-R2 15-15 2P PD.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL7612 R18 AE EvalReport-IN0573-R2.pdf Created by Independent Third Party: Yes 7612.6 15-15 Inovo,VantagePointe 6500 3-Lite Sliding Patio Door(Retrofit Installation) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL7612 R18 C CAC 15-15 3P SGD 107x79 R-PG35 Approved for use outside HVHZ:Yes (Finless)_pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +35/-35 09/14/2020 Other: 107x79 Installation Instructions FL7612 R18 II IN0581-R1 15-15 3P PD.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL7612 R18 AE EvalReport-IN0581-Rl.pdf Created by Independent Third Party: Yes 7612.7 15-15 Inovo,VantagePointe 6500 4-Lite Sliding Patio Door(Retrofit Installation) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL7612 R18 C CAC 15-15 4P SGD 143x79 R PG25 Approved for use outside HVHZ:Yes (finless)_pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +25/-25 07/16/2020 - Other: 143x79 Installation Instructions FL7612 R18 II IN0583-Rl 15-15 4P PD.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL7612 R18 AE Eva lReport-IN0583-Rl.pdf Created by Independent Third Party: Yes 7612.8 15-16 Inovo, 6500 VantagePointe 2-Lite Sliding Patio Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL7612 R18 C CAC 15-16 2P SGD 71x81 R PG35.pdf Approved for use outside HVHZ:Yes FL7612 R18 C CAC 15-16 2P SGD 71x81 R-PG50.pdf Impact Resistant: No FL7612 R18 C CAC 15-16 2P SGD 95x79 R PG35.pdf Design Pressure: N/A FL7612 R18 C CAC 15-16 2P SGD 95x95 R PG35.pdf Other: 71x81 (+/-35 PSF),71x81 (+/-50 PSF), 9509 Quality Assurance Contract Expiration Date (+/-35),95x95(+/-35) •06/04/2020 Installation Instructions FL7612 R18 II IN0571 15-16 2P 2X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 7612.9 15-16 Inovo, 6500 VantagePointe 3-Lite Sliding Patio Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL7612 R18 C CAC 15-16 3P SGD 10709 R PG35.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/03/2020 Design Pressure: +35/-35 Installation Instructions Other: 107x79 FL7612 R18 II IN0576 15-16 3P PD 2X.pdf I REV' REVISIONS: EVISED BY DATE MODEL DESIGNATION: Simonton Series 06-05 2-Panel Vinyl Patio Door NO P.E. SEAL REQUIRED � MAXIMUM 0 RA NOMINA SIZE: 'See Size ChartMVL_IZSMUrINSTALLATION SUPPORTED 2 UPDATED NOTES,GENERAL DESCRIPTION,AND T.D.D. 04/08/11 BY AAMA TEST REPORTS J ADDED SIZES PER NEW TESTING. T.D.D. 05/04/11 DESIGN PRESSURE RATING: See Size Chart Q10 X 2 1/2"MIN. WOOD 4 ADDED GLAZING DETAILS. T.D.D. 06/20/11 USABLE CONFIGURATIONS: X0, OX SCREW WITH 1.50"MIN. 5 ADDED GLAZING N07E AND UPDATED SIZE T.D.D. 03/11/13 EMBEDMENTIN70 WOOD 2X BUCK MIN.EDGE 015T.,SEE NOTES 8 ADDED MIN.EDGE DIST.NOTE B.J.S. 08/17/15 GENERAL D RIPTION The head, sill, and side Jambs are extruded PVC. The wall thickness 7 UPDATED SZE LHART&ANCHOR SPACING LMH tt/23/15 through which the anchor screw penetrates is a minimum of 0.070". SILICONE CAULK SEE NOTES 11 &12 1/4"MAX.SHIM SILICONE CAULK SEE NOTES 11 &12 6'—}—I 3"_I 3• 6" ALA 4"MAX. SHIM I REQUIRED KIN M CONE CAULK E NOTES 11 &12 i HEAD SILICONE CAULK SEE NOTES 11 &12 0// 2X BUCK SILL I 2X BUCK SILICONE CAULK SEE NOTES 11 &12 I— SILICONE CAULK SEE NOTES 11 &12 w 1/4"MAX.SHIM 2X BUCK _ 1/4"MAX SHIM a WOOD SCREW, 010 X 2 1/2"MIN.WOOD SCREW THROUGH KEEPER EEPER SCREW WITH 1.50"MIN. INTO WOOD 'i KEEPER TO BUCK EMBEDMENTINTO WOOD MAX. MIN.EDGE DIST.,SEE NOTES O.C. SPACING SCREW WITH 1.5D"MIN. Ilia Q10 X 2 1/2"MIN.WOOD \/ SEE SIZE CHART o X EMBEDMENT INTO WOOD /\ SILICONE CAULK MIN.EDGE DIST,SEE NOTES >c i SEE NOTES 11 &12 � I CT\FIXED PANEL JAMB SIUCONE CAULK i KEEPER JAMB SEE NOTES 11 &12 NOTES: 1.This Installation has been evaluated for use in locations adhering to the Texas 8 Florida Building Codes and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the des)gn pressure ratings herein,for use outside the H.V.H.Z 2.All exterior perimeter surfaces of the door must be caulked.Interior caulking is optional unless noted otherwise. 3.Anchors shall be 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.Maximum shim slack Is 1/4". 6.Wood bucks(by others)must be engineered and anchored properly to transfer loads to the structure. UNIT WIDTH 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 door Is being Installed. "W MAX. OVERALL FRAME WIDTH I 9.Installation anchors should be at least 3/4"from the edge of the wood. 10.Glazing shall Comply with ASTM E 1300 and safety glazing requirements per Florida Building Code section 2406. 11.Use 100%pure stilton caulk. Make sure surfaces are completely free from all old caulk,damaged wood,wood fibers,grease,oil did,rust,mold or similar contaminants. Vacuum 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 see"New Construction Installation Instructions"on Slmonlon.com. SIZE CHART 12.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 OVERALL SIZE 0 C Including the new wlndow(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 SPACING DP RATING 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 71" 96" 17" pockets. 95" 80" 23" f35 PSF DISCLOSURE STATEMENTSIMONTON' B IN0412 7 71" 80" 23" This document is the property of Simonton Wlndowe,which ; Dimensional Tolerances {(� w r N o o w� s 71" 80" 23" +50 PSF retains all proprlelary and other rights to Its subject matter. Unless Otherwise Soeaifed T.D.O. 04/10/09 This document Is provided to the recipient n the expressed TEMP R: 1 Cochrane Avenue CHECKED BY:DALE: CIRCLED ANCHORS REQUIRED ONLY FOR _ditto.that It Is not to be dlealased. produced In whole or I Cach ne WV 2fi413 95xBO AND 7lx8o—DP35, part nor used In con)uncllon with the design,manufacture or Decimals 'Angles repair of goads for anyone other than Simonton Wlnd s SCALE. HEET: APPR D BY: DATE- without Its consent. This restriction does not limit the X f.03 FIT 1 0!1 recipient's rights to ullilze Informallon contolned In this SURFACE AREA; %%d: 03 0' JO min. SERIES: document which is properly obtained from another source. NISH TREATMENT: .XX%f.00S 06-05 2—PANEL PATIO DOOR FlLE INO412 IFITITLE 2%BUCK RETROFIT INSTALLATION(AS TESTED) 'I I I ' 1 H.r+Ax_r -.=4' .,.ys',.:... ..�� --^�.:, +aw✓.d=•a,'�T'�+yNari e: . 4 artp;;�,• :be`;,+xa`3".. .'4'+.�"a`°nx�,a ,5":'��;,�_ei'�.�a�::..r_._-��';-�-.�•• :.u! � ._". rvA .N:Sr.;. ;t.r�r« z.-_• �'"? 4+ i� � _c�ve`�".n's.�; w-Y•�k, 3`:;.,:,:* ... '�„�„�.iw �,;.y�,:'"�'��''�..."a'-''.l'-'•.�x;^"'G'�o-.:; ",.c°''""•'-�;F,c:9`�:�":T::-_, a ym�,n^a� z�r"°"""�,.",•x;�'«';=`,�"n''".....:`., �j'� V ,.,�: ^,`: i.,, - 4':•' '�-" a _.F 3�+.�•�, �' :wS.`�3+ h� -�Y � •� ' � ".L:.`:i�.E .`xr-4-..,"�;'�.`�'a" 'zs>�cP�.:_%k;�:', a '� .*.„1..`-'x.��.s;•;.�:;�:s,A,F s�,..,s'<vey, kr`'�.4e,ix� •.,.?^riv "r=R. .`:3'. � `_�:-`.i^;; _. ....... _ BCIS Home Log In ` User Registration Hot Topics ! Submit Surcharge Stats&Pacts 1 Publications Contact Us ' BCIS Site Map Links ; Search} F�on Product Approval USER:Public User Product Approval Menu>Product or Application larch>Application List>Application Detail Application Type Revision Code Version 2017 �r �z. Application Status :, Approved hZ� *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by ''a the P_OC,and`or the Commission if necessary. Comments ' Archived A Product Manufacturer Simonton/Ply Gem Windows Address/Phone/Email 5020 Weston Parkway xp Suite 300 Cary,NC 27513 (614) 532-3596 `,y fuanne.harris@plygem,com Authorized Signature Luanne Harris luanne.harris@plygem.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 ALL WORK SHALL COMPLY W"ra BUILDING ©t)E PREVAILING Address/Phone/Email 1827 Walde � RI© Suite 550 ivrtt` t L ELECTRIC CODP, i SchaumburgANOME CITY OF ZEPHYRHILLS _ 4W03-5 DINMt Webrnaster@aamanet.o Category Windows > REVIEW DATE 6 3 0 202O Subcategory i.g—Double Hu is CITY OF ZEPHYRHIL Compliance Method PLAN EXAMINER Certification Mark or Listing i Certification Agency American Architectural Manufacturers Association Validated By American Architectural Manufacturers Association Referenced Standard and Year(of Standard) Standard year AAMA 450 2010 AAMA/WDMA/CSA 101/I.S.2 A440 2005 AAMA/WDMA/CSA 101/I,S,2 A440 2008 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 08/12/2019 Date Validated. 08/21/2019 Date Pending FBC Approval Date Approved 08/29/2019 Date Revised 10/22/2019 Summary of Products FL-4F MUU4=1, Jun bi2forNa scriptil' 5167.1 07-09, 07-10 and 07-20 Reflections 5500, PerfeXion Platinum Vinyl Double Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5167 R29 C CAC 07-09 DH 36x63 R50.pdf Approved for use outside HVHZ:Yes FL5167 R29 C CAC 07-09 DH 37x76 R PG65.pdf Impact Resistant: No FL5167 R29 C CAC 07-09 DH 37x84 R PG60.pdf Design Pressure: N/A FL5167 R29 C CAC 07-09 DH 44x63 RSO.pdf Other:48x80(+/-25 PSF),56x84(+/-25 PSF), 53x76 (+/-50 FL5167 R29 C CAC 07-09 DH 47x71 R PG50.pdf PSF),36x63 (+/-50 PSF),44x64(+/-50 PSF),47x71 (+/-50 FL5167 R29 C CAC 07-09 DH 48x80 R25.pdf PSF),37x84(+/-60 PSF),37x76 (+65/-70 PSF) FL5167 R29 C CAC 07-09 DH 53x76 R50.pdf FL5167 R29 C CAC 07-09 DH 56x84 R PG25.pdf FL5167 R29 C CAC 07-09-10-20 and 08-09-10-20 Waiver.pdf FL5167 R29 C CAC 07-75 waiver to 07-09.pdf Quality Assurance Contract Expiration Date 04/19/2020 Installation Instructions FL5167 R29 II IN0066-R11 07-09 07-10 07-20 DH 1X.pdf FL5167 R29 II IN0067 07-09 07-10 07-20 DH 2X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5167 R29 AE EvalReport-IN0066-R11.pdf Created by Independent Third Party: Yes 5167.2 07-09,07-10 and 07-20 Reflections 5500,PerfeXion Platinum Vinyl Double Hung with Transom Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5167 R29 C CAC 07-09 DH w Transom 53x130 R PGSO.pdf Approved for use outside HVHZ:Yes FL5167 R29 C CAC 07-09-10-20 and 08-09-10-20 Impact Resistant: No Waiver.pdf Design Pressure: +50/-50 FL5167 R29 C CAC 07-75 waiver to 07-09.pdf Other: 53x130 Quality Assurance Contract Expiration Date 04/19/2020 Installation Instructions FL5167 R29 II IN0063 07-09 07-10 07-20 DH w Transom 2X.pdf Verified By: American Architectural Manufacturers Association Created.by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5167.3 07-09,07-10 and 07-20 Reflections 5500, PerfeXion Platinum Vinyl Double Hung H- Mulled Triple- Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5167 R29 C CAC 07-09 DH Triple 126x76 R PG50.pdf Approved for use outside HVHZ:Yes FL5167 R29 C CAC 07-09 DH Triple 160x76 R PG50.pdf Impact Resistant: No FL5167 R29 C CAC 07-09-10-20 and 08-09-10-20 Design Pressure: +50/-50 Waiver.pdf Other: 160x76, 126x76 FL5167 R29 C CAC 07-75 waiver to 07-09.pdf Quality Assurance Contract Expiration Date 04/19/2020 Installation Instructions FL5167 R29 II INO5S5 07-09 07-10 07-20 DH Twin-Triple 2X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third-Party: Evaluation Reports Created by Independent Third Party: 5167.4 07-09,07-10 and 07-20 Reflections 5500, PerfeXion Platinum Vinyl Double Hung Triple with Transom Triple Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5167 R29 C CAC 07-09 DH Triple w Transom Triple Approved for use outside HVHZ:Yes 109x88 R PG35.pdf Impact Resistant: No FL5167 R29 C CAC 07-09-10-20 and 08-09-10-20 PSF), 44x63(+/-35 PSF),48x80(+/-35 PSF), 36x63 (+/-45 FL5167 R29 C CAC 43-17 DH (Finless) 48x80 R35.12-1 PSF),44x63 (+/-45 PSF), 26x76(+/-50 PSF) &36x74(+/-50 FL5167 R29 C CAC 43-17 DH 32x62 R50.pdf PSF), 32x62 (+/-50 PSF) FL5167 R29 C CAC 43-17 DH 36x63 R PG45.pdf FL5167 R29 C CAC 43-17 DH 36x72 R30 (ext.).pdf FL5167 R29 C CAC 43-17 DH 36x74 R50 (ext.)_pdf FL5167 R29 C CAC 43-17 DH 44x63 R45.pdf FL5167 R29 C CAC 43-17 DH 53x71 R35 (Fin) (Ext.);pdf Quality Assurance Contract Expiration Date 04/20/2020 Installation Instructions FL5167 R29 II IN0096 43-17 DH 2X.pdf. FL5167 R29 II IN0254-R6 43-17 DH FX.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: -Evaluation-Reports Created by Independent Third Party: Yes 5167.10 43-17 Profinish Contractor, ProFinish Master, PerfeXion Contractor Vinyl Double Hung T-mulled Twin Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5167 R29 C CAC 43-17 DH Twin 72x74 R PG45.pdf Approved for use outside HVHZ:Yes FL5167 R29 C CAC 43-17 DH Twin 73x63 R PG35.pdf Impact Resistant: No FL5167 R29 C CAC 43-17 DH Twin 89x63 R36.pdf Design Pressure: N/A FL5167 R29 C CAC 43-17 DH Twin 96x80 R PG2.pdf Other: 96x80 (+/-25 PSF),89x63 (+/-30 PSF), 73x63 (+/-35 Quality Assurance Contract Expiration Date PSF)&7204(+/-45 PSF) 10/30/2021 Installation Instructions FL5167 R29 II IN0099 43-17 DH Twin 2X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5167.11 43-35 (Two-Step Sill) 6100 VantagePointe,Asure, PerfeXion Silver Vinyl Double Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5167 R29 C CAC 43-35 DH 36x72 R30 (Ext.),pdf Approved for use outside HVHZ:Yes FL5167 R29 C CAC 43-35 DH 44x63 R25 (ext.)_pdf Impact Resistant: No FL5167 R29 C CAC 43-35 DH 46x84 R25 (ext.)_pdf Design Pressure: N/A FL5167 R29 C CAC 43-35 DH 48x80 R35(ext.),pdf Other:44x63 (+/-25 PSF),46x84(+/-25 PSF), 3602 (+/-30 FL5167 R29 C CAC 43-35 DH 52x71 R35(ext.).PI f PSF),48x80(+/-35 PSF),52x71 (+/-35 PSF) Quality Assurance Contract Expiration Date O1/24/2021 Installation Instructions FL5167 R29 II INO105 43-35 DH 2X.pdf FL5167 R29 II IN0568-R3 43-35 DH 1X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5167 R29 AE EvalReport-IN0568-R3.pdf Created by Independent Third Party: Yes 5167.12 43-35 (Two-Step Sill)and 43-50 6100 VantagePointe,Asure, PerfeXion Silver-Vinyl Double Hung (Three-Step Sill) Twin with Transom Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5167 R29 C CAC 43-35 DH Twin w Transom 73x111 R35 Approved for use outside HVHZ:Yes (ext),pdf Impact Resistant: No FL5167 R29 C CAC 43-50 DH AAMA 450 R35 73x111 Design Pressure: +35/-35 (ext.),pdf Other: 73x111 Quality Assurance Contract Expiration Date O1/24/2021 Installation Instructions FL5167 R29 II IN0535 43-35043-50 DH Twin with Transom 2X.pdf Verified By: American Architectural Manufacturers Association +�' { Created by Independent Third Party: Evaluation Reports .� Created by Independent Third Party: 5167.13 43-40 and 43-45 Reflections 5050, Reflections 5300, 6100 VantagePointe, A.", PerfeXion Gold Vinyl Double Hung �°' Limits of Us�, Certification Agency Certificate Approved foruse in HVHZ: No FL5167 R29 C CAC 43-40 DH 32x62 R50.pdf Ap ed4o IPuse outside HVHZ:Yes FL5167 R29 C CAC 43-40 DH 36x63 R45.pdf Impact t�esistant: No FL5167 R29 C CAC 43-40 DH 36x72 R30.pdf Design,Pressure: N/A . FL5167 R29 C CAC 43-40 DH 3604 R50.pdf Other:3602(+/-30 PSF), 52x71 (+/-35 PSF),48x80 (+/-35 FL5167 R29 C CAC 43-40 DH 44x63 R PG45.pdf PSF),36x63(+/-45 PSF),44x63 (+/-45 PSF),32x62(+/-50 FL5167 R29 C CAC 43-40 DH 44x63 R35.pdf PSF),36x74(+/-50 PSF) FL5167 R29 C CAC 43-40 DH 48x80 R35.pdf FL5167 R29 C CAC 43-40 DH 52x71 R35.pdf FL5167 R29 C CAC 43-45 DH 5201 R35.pdf FL5167 R29 C CAC 43-45 waiver to 43-40.pdf Quality Assurance Contract Expiration Date 09/12/2021 Installation Instructions FL5167 R29 II IN0432b 43-40 43-45 DH 2X.pdf FL5167 R29 II IN0434-R6 43-40 43-45 DH 1X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5167 R29 AE Eva lReport-IN0434-R6.pdf Created by Independent Third Party: Yes 5167.14 43-50 (Three-Step Sill) 6100 VantagePointe,Asure, PerfeXion Silver Vinyl Double Hung Limits of Use Certification Agency Lertiricate Approved for use in HVHZ: No - x ex pdt Approved for use outside HVHZ:Yes FL5167 R29 C CAC 43-50 DH 36x63 R45 (ext)-adf Impact Resistant: No FL5167 R29 C CAC 43-50 DH 36x74 R50 (ext)_pdf . Design Pressure: N/A FL5167 R29 C CAC 43-50 DH 44x63 R45 (ext)_pdf Other: 52x71 (+/-35 PSF), 36x63 (+/-45 PSF),44x63 (+/-45 FL5167 R29 C CAC 43-50 DH 52x71 R35 (ext)_pdf PSF), 32x62(+/-50 PSF), 36x74(+/-50 PSF) Quality Assurance Contract Expiration-Date O1/25/2021 Installation Instructions FL5167 R29 II IN0432 43-50 DH 2X.pdf FLS167 R29 II IN0569-R3 43-50 DH 1X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5167 R29 AE EvalReport-IN0569-R3.pdf Created by Independent Third Party:Yes 5167.15 75-75,75-09,07-75, 07-09, 07-10 Reflections 5500,Generations,Impressions 9800,6500 and 07-20 VantagePointe, PerfeXion Platinum Vinyl Double Hung Limits of Use Certification Agency Certificate _Approved for use in HVHZ: No FL5167 R29 C CAC 07-09-10-20 and 08-09-10-20 Approved for use outside HVHZ:Yes Waiver.pdf Impact Resistant: No FL5167 R29 C CAC 07-10 07-20 to 07-09 Waiver.pdf Design Pressure: N/A FL5167 R29 C CAC 07-75 DH 48x80 R PG35.pdf Other:48x80 (+/-25 PSF), 53x74(+/-30 PSF),48x80 (+/-35 FL5167 R29 C CAC 07-75 DH 53x74 R PG30.pdf PSF), 52x71 (+/-35 PSF),53x80(+/-40 PSF), 36x63(+/-50 FL5167 R29 C CAC 07-75 DH 53x80 R PG40.pdf PSF),36x74(+/-50 PSF), 36x72(+/-55) FL5167 R29 C CAC 07-75 waiver to 07-09.pdf FL5167 R29 C CAC 75-75 DH 36x63 R PG50.pdf FL5167 R29 C CAC 75-75 DH 36x72 R PGSS.pdf FL5167 R29 C CAC 75-75 DH 36x74 LC50.pdf FL5167 R29 C CAC 75-75 DH 48x80 LC PG25.pdf FL5167 R29 C CAC 75-75 DH 52x71 R PG35.pdf FL5167 R29 C CAC ACP-05 SIM 07-75 DH HS PW frame 07- 09.pdf FL5167 R29 C CAC ACP-05 SIM 75-75,07-09, 07-75,07-09,, 75-10, 75-20 DH frame.pdf Quality Assurance Contract Expiration Date 03/25/2020 Installation Instructions FL5167 R29 II IN0113 75-75 75-09 07-75 07-09 07-10 07- 20 DH 2X.pdf. FL5167 R29 II IN0132-Rll 75-75 75-09 07-75 07-09 07-10 07-20 DH 1X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5167 R29 AE EvalReport-IN0132-Rll.pdf Created by Independent Third Party: Yes 5167.16 75-75,75-09, 07-75, 07-09,07-10 Reflections 5500, Generations,Impressions 9800,6500 and 07-20 VangtagePointe, PerfeXion Platinum Double Hung H-Mulled Triple Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5167 R29 C CAC 07-09-10-20 and 08-09-10-20 Approved for use outside HVHZ:Yes Waiver.pdf Impact Resistant: No FL5167 R29 C CAC 07-75 waiver to 07-09:pdf Design Pressure: +50/-50 FL5167 R29 C CAC 75-75 DH Triple 109x74 R PG50.pdf Other: 109x74(+/-50 PSF) Quality Assurance Contract Expiration Date 09/13/2021 Installation Instructions FL5167 R29 II IN0060 75-75 DH Triple or Twin 2X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5167.17 75-75, 75-09,07-75, 07-09,07-10 Reflections 5500,Generations,Impressions 9800,6500 and 07-20 VangtagePointe, PerfeXion Platinum Vinyl Double Hung H- REV. REVISIONS: REVISED BY: DATE: NO P.E. SEAL REQUIRED " MODEL DESIGNATION:• Si onton Double Hung Series 43-40 / 43-45 Vinyl Window INSTALLATION SUPPORTED 1 UPDATED SIZES PER NEW TESTING. 'T.D.D. 011022/13 MAXIMUM OVERALL NOMINAL SIZE, See Size Chart BY AAMA TEST REPORTS 2 ADDED MIN.EDGE DIST.NOTE SAS. 06/17/Is 3 ADDED NOTES 12513-AAMAB00 LMH 0"115116 RESIGN PRESSURE RATING: See Size Chart 4 ADDITION TO SIZE CHART. LMH 1210UIT USABLE CONFIGURATIONS: X zx BUCK 5 CORRECTED SIZE CHART DIMENSION. LMH 07/11/19 X SILICONE CAULK GENERAL DESCRIPTION: The head, sill, and side jambs are extruded PVC. The wall thickness SILICONE CAULK th-ough which the anchor screw penetrates is a minimum of 0.070". 2XBUCK 114°MAX.SHIM SILICONE CAULK 1/4"MAX.SHIM SIZE CHART 0 HEAD OVERALL SIZE #8 X 2 i/2°MIN.WOOD DP RATING WIDTH HEIGHT SCREW WITH 1.SD"MIN. EMBEDMENT INTO WOOD MIN.EDGE DIST.,SEE NOTES Q 36" 72" t30 PSF \ e 1 44" 63" 48" 80.. t35 PSF SILICONE CAULK. 52" 71" X SILICONE CAULK 36" 63" JAMB t45 PSF SILICONE 0 44" 63" CAULK to 32" 62" t50 PSF ZX BUCK w 36" 74" �a SILL LL 2 NOTES: - I. THIS INSTALLATION HAS BEEN EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODES AND WHERE PRESSURE REQUIREMENTS AS O DETERMINED BY ASCE 7 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES DO NOT EXCEED THE DESIGN PRESSURE RATINGS HEREIN, FOR USE OUTSIDE THE H.V.H.Z. 2. ALL INTERIOR AND EXTERIOR PERIMETER SURFACES OF THE WINDOW MUST BE CAULKED. ° 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. X 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. SCREWS SHOULD BE A MINIMUM OF 3/4" FROM THE EDGE OF THE WOOD. 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. 10. INSTALLATION SCREWS MUST BE AT LEAST-3/4" FROM THE EDGE OF THE WOOD.. Q I II. GLAZING SHALL COMPLY WITH ASTM E 1300. W"° MAX,OVERALLF A E WIDTH 12. DESIGNATION "X" IS FOR OPERABLE PANEL AND"0" IS FOR 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 SIMONTOW 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. Dlmonslonal Teldreneas SIMONTON' 8 IN0432b 5' DISCLOSURE n Windom, ENT w I N D 0 w s This tlo other rights is the properly of Simonton Windows,which provided t dl proprietary Unless Omerwisd Soedged T.D.D. 09/04/06 DRAWN UT: IDA IL: and other dghis to lls,,bled tiller.This documanl Is W pmdd to the Fedpl.ntol— O TEMPER: I C whoop a Avenue CHECKED BY:on the ezpressed comneliom with the design, manufacture snufact re or repair In whda or Pennsb5r0,WV 26415 *� part,nor used Inn Stm cgon wim me design,me consent.or is re of goods for Decimals Angles anyone Omer than Simonton Wlnaows without Its wnsenl meresMeuon does SCALE: SHEET: APPR D BY: 7E not Omit meradplenrs rights to utilizelnrormegon conleindd In IN.dauvmenl URFACE AREA. .X 1.03 FIT 1 of I wNdrls propariy obtained lrom enpmerdourca. .XX3.01 0°30 min. SERIES: FINISH TREATMENT: 1XXX 1.005 43-40 43-45 DOUBLE HUNG TITLE FlLe FL 5167 2 .BUCK•INSTALLATON(A5 TESTED), REV' REVISIONS: REVISED BY: DATE: Ailf ll ill!!!s 7 d: MODEL DESIGNATION: SI onion Double Hung Series 43-40/43-45 Vinyl Window ``�-,%% TpRE4V T, i""'� z SASI4FRAME CODE. 6 No REMOVED T.D.D. ov01110 MAXIMUM OVERALL NOMINAL SIZE: Sie Size Chart ��1 P�'•`'�CEtJ g'•G�. 12/01/2017 3 ED$1 s a n D T.D.D. Ittl0/11 L'• �' R ;L��+ LUCAS A. TURNER, P.E. "OTES 1s a I6. DESIGN PRESSURE RATING: S e Size Chart Lucas �v: No 58201 "t�'fi FL PE # 58201 4 ADDED MIN.EDGEOIST.NOTE e�.s. oeNmis Turner =*; * :.A.t TURNER ENGINEERING & 5 =PAGE 2,A S BSTRATES ND MA 800 LMH 03/09/17 CONSULTING, INC. NOTES 75A I6 USABLE CONFIGURATIONS: X 2017-12-01 w-fl: :r[C 6 UPDATED SIZE CHART. LMH tva1117 11:05+19:00 '9; STATE OF :/t/C (COA 29779) X i O. !V 1239 JABARA AVE. N RH 941R, FL374B GENERAL DESCRIPTION: T e head,sill,and side jam o jambs are extruded PVC.The wall thickness !!l�SfO..A;EC`�Af lh ough which the anchor screw penetrates Is a minimum D(0.142". 1 1 SIZE CHART OVERALL SIZE WIDTH HEIGHT DP RATING sues7RA7E BY OTHERS a SILICONE CAULK W. •H• SEE NOTES 15816, 36" 72" 00PSF SHEET 44" 63" SILICONE CAULK SEE NOTES 15 8 16,SHEET 2 , 48" 80" ±35 PSF 1 52" 71" 1/4'MAX.SHIM '7' 3 36" 63" INTERIOR ±46 PSF SASH 44" 63" �11 HEAD w TRACK 32" 62" 1 x ±50 PSF 36" 74" MIN.EMBED., Q SEE TABLE 1,SHEET 2 Ix w � SILICONE CAULK c'1 SUBSTRATE SEE NOTES 15 8 16. BY OTHERS SHEET2 EXTERIOR 1/4'MAX.SHIM SASH TRACK SILICONE CAULK INSTALLATION FASTENERS 1/4"MAX.SHIM SILICONE CAULK SEE NOTES 15 8 16 SEE TABLE 1,SHEET 2 SEE NOTES 15 8 16 SHEET 2 SHEET 2 MIN.EDGE DIST., SUBSTRATES BY OTHERS r SEE TABLE 1,SHEET 2 1 �1\ SILL SILICONE CAULK SEE NOTES 15 8 16.SHEET 2 Q 1 JAMB 'W-MAX.OVERALL=R ME WIDTH e 3 MATERIAL SIZE:DRAWING NO.: REV. DISCLOSURE STATEMENT RMS RNISK Dlmenslonel Tolerances SIMONTON' B IN0434 6 This document Is the pepedy of Slmenton Windows•which reWlne oV pn,pdetory Unless Olh—lse Soedled u' I N o O s, s DRAM BY: DATE: undolh—Ights to its subled molter.Thls dueument is ploNded to the mciplenl ALLOY 6 TEMPER; I Cochewte Avenue T.D.D. 00116108 on the expressed condition lhel It H not to be dtsdosed,reproduced In whole or Pe0 Im.,NN 26415 CHECKED BV: DATE: pad,not used lno I,—Von wVh the deslen,mnufodure m mpdf effloods Tor VFEIGHT: UU19ME Dedmels Angier anyone dher then Simonlon window Wlheut he consent Thl—Wcllun dues SCALE: SHEET: APPRV'DaV: DATE: not 0mlt the redplenl's dghtsWutBxe lof—Ilan conWlned In this doeumaN SURFACEAREA: PERIMETER .X 2.03 FIT 1e12 which is pmpedyoblalned from anther source. . xx 1.01 0"30 min. SERIES: FINISH TREATMENT: .XXX 1.005 4340/4345 DOUBLE HUNG TIRE: RLE FV/5167.13 IX BUCK INSTALLATION MODEL DESIGNATION: Sir ionton Double Hung Series 43-17 Vinyl Window MAXIMUM OVERALL NOMINAL SIZE: Sea Size Chart Vp.��GHNSF.P`'.� 12/01/2017 r LUCAS A. TURNER, P.E. DESIGN PRESSURE RATING: Sea Size Chart No 58201 FL PE // 58201 TURNER ENGINEERING h USABLE CONFIGURATIONS: X o CONSULTING, INC. - X GTt 1 STATE OF ;"W: (COA # 29779) 1239 JABARA AVE. NORTH �`tl '13PPH. 94OR380-1574 8 GENERAL DESCRIPTION: Th a head, ill,and sie jambs ae extruded PVC.The wal hr gh which the anchor screwrpenelrales Is a m nimumlofh0,1425s g4S��NA� TABLE 1: INSTALLATION FASTENERS TABLE ID SUBSTRATE TYPE ANCHOR TYPE MIN. EMBED MIN EDGE DISTANCE A CONCRETE (2 KSI MIN.) 3/16" ITW TAPCON 1-1/2" 1 1 8" B HOLLOW OR GROUT—FILLED CMU 3 16" ITW TAPCON V, 2" ASTM C90 117 PCF MIN. / C 2X MIN. SOUTHERN PINE WOOD 3/16" ITW TAPCON 1-3/8" 3/4" G=0.55 j D 2X MIN SOUTHERN PINE WOOD #10 WOOD SCREW 1-3/8" 3/4" G=0.55 E 16 GAUGE 0.060 MIN. STEEL 10-16 ITW TEKS FULL THREAD 1/2" STUD 33KSI YIELD MIN. SELF—DRILLING SCREW 1 8 ALUM. 6063—T5 MIN. OR 10 GRADE 5 SELF—TAPPING F 1 8" STEEL 36 KSI MIN. DRILLING SCREW FULL THREAD 1/2" 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 an I Other Structures do not exceed the design pressure ratings herein. 2.For anchorag 2 r iquirements in various substrates see Table 1. A minimum distance of 3"shall be maintained between any two installation fasteners. 3.All interior ar d 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. S.Anchor embedrr ent to substrate 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 substi ate.Wood bucks with masonry are optional. 6.Wood or mas 3ni y openings,bucks,and buck fasteners,by others,shall be properly designed and installed to transferwind loads to the structure. 7.The responsibili y for selection of Simonton products to meet any applicable local laws,building codes,ordinances,or other safety requirements rests solelywith the architect,building owner,or contractor. 8.Shims are re ut ed 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 Bashing 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 produ t 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 protecte tc prevent reactions in accordance with code requirements. 13.A wind load u ation factor Cd=1.6 was used for the analysis of wood screws only. 14.Products shal bR constructed as specified in test reports D2310.01-501-47,C3526.01-501-47 and C3522.01-501-47 by Architectural Testing,Inc-Springdale,PA and C5630.01-109-47 and C2276.01-1(9- 7 by Architectural Testing,Inc-York,PA. 15.Use 100%pu a ilicone caulk compliant with AAMA 800 Section 1 -Sealant Specifications for use with Architectural Fenestration Products. Make sure surfaces are completely free from all old caulk, damaged wc o ,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 surfac s hould be done the same day of which the silicone caulk is to applied.For more details visit Simonton.com. I S.Caulk applica io :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).. Js 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 newwindow and structural opening sur ac as.Silicone caulk should be forced into joint or compressed to assure full contact on both surfaces and to expel any air pockets. MATERIAL' �1 SIZE:ORA ING NO.: REV. RMS FINISH: SIMONTON'This B IN0434 6 DISCLOSURE thl,d ENT mess Olonal Talep.dn / DRAWN BY: DATE: .nddecemenl is the property of ttm Ton Wlndews,.p I Wins 011 pmpd,Wry Unless Olh¢rwl5e 500U6ed I N 5 LMN 03108/1) andhe er rights to o diu.n t matter.This documentis pm"Ided to the recipient ALLOY 6 TEMPER: 1 eomb.ne MIV 264 CHECKED BV• DATE: on L n,,pressed w)—tio Neill is not la,,dkcl"sed,reproduced rgoode or PenuShnm,�1'V 2fi415 part,na oths,h,Sir n ton ith Wind the design,mowfodure T is asotgonds les WpG T: VOLUME: Declmal8 Angl¢6 anyonealharlhen$ImpnWnWindowswiihoulgsmnsenlThisreslricGondoes SCALE; SHEET: APPRVDBV: DATE: not UM1 the iedpl,nl's rights to uilGze InlormalWn—Wined In his decumenl .%=.03 FIT 7of2 which is properlyobaIned lrom onolher source, SURFACE AREA: PER ETER: SERIES: .%%Y.01 0'30 min. FINISH TREATMENT: .xxx 1.005 43-40143-45 DOUBLE HUNG TITLE FILE FU15167.13 1X BUCK INSTALLATION