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D 8 � n City of Zephyrhills PERm1j NUMBER' 5335 Eighth Street -=' Zephyrhills, FL 33542 BAR-000814-2020 Phone: (813)780-0020 Fax: (813)780-0021 Issue Date: 10/21/2020 Permit Type: Add/Alter (Residential) a}F 3•'L'T � .T. -_—�' ., .. _ __ .• =K Y'"_ }. ml�'"4:�`��: . ` Property:i464i er = <•r '=A=` Street Atldress - 02 26 21 0230 00000 0140 6921 Oakcrest Way „ Ownerinformation` Permit<Informationr Contra or Information Name: CHRIS&HEIDI MEDINA Permit Type:Add/Alter(Residential) Contractor:THE HOME DEPOT Class of Work:Add/Alter Residential Address: 6921 Oakcrest Way Building Valuation:$7,719.00 ZEPHYRHILLS,FL 33542 Electrical Valuation:$0.00 Phone: (813)715-6099 Mechanical Valuation:$0.00 Plumbing Valuation:$0.00 Total Valuation:$7,719.00 Total Fees:$117.90 Amount Paid:$117.90 ✓ Date Paid:10/21/2020 10:41:18AM a.;�.. nc a�: ���• Win, 4�:.w�`:_ ��. _ Protect Descrtptior .. REPLACE 6 WINDOWS&1 DOOR S/S Application Fees ,.. ?; F, , Budding Permit Fe~ - _. ._ � _. .... _ ... .r .. . _. - ._. .._ _ _ ... e $78.60 Building Plan Review Fee $39.30 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. "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 add fee 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. CONTRACTOR SIGNATURE PE IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER INSTR#20201 G0TG4 OR BK 10185 PG 1453 Page 1 of 1 09/29/2020 11:49 AM Rcpt:2209036 Rec:10.00 DS:0.00 IT:0.00 Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller This Instrument Prepared By: Name The Home Depot Address 9=Bodda Palm Dr Tamm.FL 33619 /_��/ �e1 ,j/fin ,y//A1 Permit No. Tax ID No./'/ A(�:: P/r�✓v V J 0//" NOTICE OF COMMENCEMENT STATE OF COUNTY OFof THE UNDERM INED hereby gives notice that improvement will be made to certain real property,and in accordance with Chapter 713, Florida Statutes,the following inforrtetien is provided in this Notice of Commencement 1.Description of propW. desaipt Of and street address if available) z.c D d P"46 3.Omer iMomla6on or Lessee information if the Lessee contracted forth improve t a. Name and st in address:kµ46 Chy-16 A4eet(rot, ,(A 21 "e t r b• i h.0 r�r��5( 1��-7J?✓�yz c. Name and address of RSWI. a 9eholder(d different from owner listed above): 4.Contractor: `cam• EL Name and address-Tba Homo Depot 9m Roddy Palm Dr Tampa,F133619 b. Phone number.813.62&7s4e 5.Surety(if applicable,a copy of the payment bond is attached): a. Name and address: b. Phone number G. Amount of bond i ri 6.Lender. a. Name and address: yl +l b. Phone number f f 7.Persons vriVdn the State of Florida designated by Owner upon whom notices or other documents may be served as Qd provided by Section 713.13(1)(a)7.,Florida a Name and address: ] i b. Phone numbers of designated persons: '` ; O�t� a.In addfion to trerselt/trirtrsett.Owner designates the fdwd long person(s)to receive a copy at the Lierror s Notice as provided in y' ►- 'a`c' l © �� Section 713.13(1)(b),Florida Stabiles: a. Name and address: b. Phone number of person ore"designated by Owner. r ( ���• 9, ration of commencement the ration date will bet year from the date of reowdi unless a different date Is ��= •; J' Expi ( expiration Y n8 s ? / ., 03 WARNING TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF �4 6 COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1,SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND To OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Stgnahue of Owner or tosses,or Owner's or Lessee's Authonzed Olficer/Daector//ParbedManager signatoya rdle<ofrxx, //���� � Y Qzv O Lq ; LU cn LU U) R1 �o v Th a I• instrument wa�5-adoow(edged gore me by rtearrs of ]physical p w I ]online ��M'•on this Z O Q >- 4 by IIJW2 �la�T0 Wf-I&pef 41 IQIOwfrl to rt12 Or Wtq tla5 produced v✓rr�!09 — 0 U) —1 �24 ZD ides and whw did not)take an oath. Q Notary PUbIl-,Cotmnsslon No. (6 C Z01 U tN ZF [�L VO U (Na O oO Lu 045 0 = Z W Epres My 4,20 a1(q 9() W a z OtluAo N U � J 0 I N ® � z � � > L[i U) UJ J UJIF IpMLLZ = � ZI=N NI— t— O --;,. Z m r " io/-lC/`/U -//D"fSDU 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department J� 9 Date Received yy� Phone Contact for Permitting �`7 ((,) /I t{� [n Owner Phone Number 913' /(d U Owner's Name Owner's Address (O( !�� C/a�L Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS & cLrJ� L yy y LOT# /� SUBDIVISION � �� `, PARCEL ID# © '`t--7l 77II— D 3O-Od000 4011 U (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CDNSTR B ADD/ALT = SIGN = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR Q COMM = OTHER TYPE OF CONSTRUCTION BLOCK 0 FRAME = STEEL DESCRIPTION OF WORK D OLa BUILDING SIZE SQ FOOTAGE= HEIGHT UILDING $ / V�LU�TION OF TOTA CONSTRUCTION 77 ELECTRICAL $ c AMP SERVICE 0 PROGRESS ENERGY Q W.R.E.C. =PLUMBING $ /feJ��y q- =GASMECHANICAL $ VALUATION OF MECHANICAL INSTALLATIONDoc/ = ROOFING Q SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO . . . . . . . . . . . . . . . . . . . . . . . . .h-X BUILDER COMPANY 01 SIGNATURE REGISTERED Y/ N FEE CURREN I �Yt/N Address f L License# ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y!N Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y!N Address License# MECHANICAL COMPANY SIGNATURE L REGISTERED Y/ N FEECURREN Y!N Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN LILN Address License# - IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11111 RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal data. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster,Site Work Pennit'Jor subdivisions/large projects COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit 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 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. (A/C upgrades over$7500) Agent(for the contractor)or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW 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 be 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 mustbe 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 a copy of the "Florida Construction Lien Law—Homeowners 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. 1 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, Welland 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`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 Y. EFORE RECORDING YOUR NOTICE.QF QDMM CEMENT. FLORIDA JURAT(F.S.117.03 OWNER OR AGENT CONTRACTO %pb V d 9 9c. nd s m a ad)belo a this t ro and sworn to(or affirroed is efo a s� before r by ona�11�r v nown 46)iis/a op personally own eo.r has/have produ s one nown a or has/have produced ZIcation. as identification. Notary Public _ �� tary Public commissA 0. Commission—No. — Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped J. -rAQYPUF5LlC; -/,PY"JUBLIG No! `�'STKFE Or P-10RIDA r�n 0`F'il:)A 9' E,1'J!-as 4!?3/2021 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. MEDINA ICHRIS 1 1 Ist Pete 1-1TWV3ZOP Customer Last Name Customer First Name Store #/ Branch Name Customer Lead/ P # 6921 OAKCREST WAY IZephyrhills IFL 133542 Customer Address city State Zip (813) 715-6099 1 Imedinarad@Gmail.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 iTampa IFL 33619 Address City State Zip Or Email' customercancellationsouth@homedepo;t.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 GIVE YOU A NOTICE EXPLAINING YOUR RIGHT TO CANCEL. PLEASE SIGN BELOW TO ACKNOWLEDGE THAT YOU HAVE BEEN GIVEN ORAL AND WRITTEN NOTICE UR RIGH TO CAC - Acknowledged by: 09J24/2020 Customer's Signature Date Contract Price and Payment Schedule : 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 Price: $ 6170.73 Includes all applicable taxes. Excludes finance charges." Sales Tax: $ 10.00 (If applicable) *Maximum deposit ONLY applicable in MD, MA, ME(3396), NJ, WI(9991o) Dep. 1100 % Deposit Amount $ 1 16170.73 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 460 HDE Customer Agreement(24 Jul.18) v 0.1.7 Home Improvement Agreement: Page2 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 of Work which appears on page = of this Agreement. Anticipated Delivery Date/Installation Schedule Approximate Start Date: 11/19/2020 Approximate Finish Date: i2/1�/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 receive and open emails and PDF documents. B iali-ng this paragraph, I consent to receive only electronic records related to this transaction. Initial Acceptance and Authorization: By signing 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 Conditions and State Supplement, if any. You further acknowledge receiving a complete wpy o this A reement. ep it to protect your legal rights. X 09/24/2020 IThe Home Depot Customer's Signature Date Service Provider Name X 1 09/24/2020 9208 Florida Palm Drive Co-Signer if applicable Date Service Provider Address X 09/24/2020 Tampa FL 33619 Signature On Behalf of Home Depot Date uty State 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 460 HDE Customer Agreement(24 Jul.18) v 0.1.7 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. MEDINA CHRIS I St Pete 1-1TV0S4P0 Customer Last Name ustomer First Name Store #/ Branch Name Customer Lead/ P # 6921 OAKCREST WAY iZephyrhills IFL 33542 Customer Address city State Zip (407) 668-7904 medinarad@gmail.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 ITampa j JFL 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 GIVE YOU A NOTICE EXPLAINING YOUR RIGHT TO CANCEL. PLEASE SIGN BELOW TO ACKNOWLEDGE THAT YOU HAVE BEEN GIVEN ORAL AND WRITTEN NOTIC F U I HT TO CANCEL. Acknowledged by: OL 09/24/2020 Customer's Signature Date Contract Price and Payment Schedule : 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 Price: $ 1549.00 Includes all applicable taxes. Excludes finance charges.* Sales Tax: $ 10.00 (If applicable) *Maximum deposit ONLY applicable in MD, MA, ME(339,o), NJ, WI(9996) Dep. 1100 % Deposit Amount $ 11549.00 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 460 HDE Customer Agreement(24 Jul.18) v 0.1.7 Home Improvement Agreement: Page2 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 v 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 cl Work which appears on page = of this Agreement. Anticipated Delivery Date/Installation Schedule Approximate Start Date: 11/19/202o Approximate Finish Date: 12/17/2020 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 receive and open emails and PDF documents. By i tialing this paragraph, I consent to receive only electronic records related to this transaction. Initial Acceptance and Authorization: By signing 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 Conditions and State.Supplement, if any. You further acknowledge receiving a compl a copy of this Agreement. Keep it to protect your legal rights. X , 09/24/2020 The Home Depot 'Customer's Signature Date Service Provider Name X 09/24/2020 9208 Florida Palm Drive Go-Signer if applicable) Date Service Provider Address X I 09/24/2020 Tampa �iate Signature n Behal o Home Depot Date ity 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 460 HDE Customer Agreement(24 Jul.16) v 0.1.7 +6siv,'X»'.8?NwgSh.,, mow' a. r . .. . :....:;; F S' uy. f. f aG; •"fir�., - ''a �.:�.: -�'',:� � ... � .. .. ,. .. .. ::�--'"— �—.....�..`—...�::_"=^—.:.�:..,�-, _ ��., >�. ''� 6 / S , .. 4 TV, __.._�- u.— ---__--__ �._._.�-..._.-.__..-.,_._.._.:...........___.__---•:� � fin. �,: Am I WINDOW SPECIFICATION SHEET - Spec.Sheet#: 1-1TWV3Z0P Sheet: 1 of 1 Customer: CHRIS MEDINA Job#:1-11'WV3ZOP Consultant: David Wilson Date: 09/24/2020 New Window Hinge Locations Existing Window Measurements Grids Product Options Labor Options From outside, Left to Right Bays,Bows Location Color Rough Opening #of bars #of bars Csmnts,1 Poll, use L,R or S Glass Misc Items Hardware Code Screens For doors use m Mull "S"=stationary or m a (7 E TIN.." Irl o ° 0 0 o .c "X"=operating M Style Wraps d "' •15 O1N° Room Floor Code (YIN) Style Code Series Code E u $ x a p ui v a _ 9 > 2 _ STD,While,TMP:Full, LSR 1 BATH 1st DH- N DHC 6500 WH WH 26 25 51 GlassPack:Standard HITIL7 STD,White, GlassPack: LSR 2 MBED 1st DH- N DHC 6100 WH WH 36 62 98 Standard HITIL7 STD,White, GlassPack: LSR 3 DINE 1st DH- N DHC 6100 WH WH 52 62 114 Standard HITIL7 STD,White,TMP:Full, LSR 4 LIV 1st PDG- N PD06 6100 WH WH 71.26 79.5 150.76 GlassPack:Standard S X B2 STD,White, GlassPack: LSR 5 LIV 1st DH- N DHC 6100 WH WH 52 62 114 Standard HITIL7 STD,White, GlassPack: LSR 6 BED1 1st DH- N DHC 6100 - WH - WH 36 62 - 99 - Standard HITILT L_LL_ I I _L SPECIAL CONSIDERATIONS: rap Color Interior Casing Type Bay or Bow window: Seatboard 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) It tied to soffit,color of sollil material 1 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: Seatonard Material(vinyl Only-While Pionite,Birch or Oak) Pti O R ARM'. SPCFjEF(It x xrs ''":AFSheet 1 of 1 DEALER NAME THO AT HOME SERVICES BOX/CRATE ORDER EMAIL SENT TIME 12:24:33 SALES CONSULTANT David Wilson YES NO YES NO DATE 0912412020 ORDERED BY PGT USE CSR 8 EXT TOM V.x21326 ALICE W.■21343 ORDERED BY PRONE Y S.O.9 DEALER/1 12228 CITY.STATE SHIP DATE CUSTOMER CHRIS MEDINA SHIP TO// SHIP VIA JOB g 1-1TV0s4P0 MDI? YES NO LEAD TIME AUTH PO 0 IF'NO'INDICATE STANDARDS DESIRED CHECKER'S INITIALS WINGUARD(IMPACT) ENERGYVUE(NON-IMPACT) REQUIRED FOR MIAMI DADC: SOLD ON PROMO YES NO REMODEL NEW CONSTRUCTION WOOD OPENING #12 WOOD SCREW 1/4•SS TAPCON 1/4•SS4 CRETEFLEX CONCRETE OPENING FINISH •• c 1 4 11•. aGRIDS t• MensurpTach Input lions :.: Ft;AN.GE u'f o. $TB, ' X-Operating :::TYPE ;_.TOP.;o(�,:t>h HaprdWaer9 tQPTONs'/: . T 1 :Da ,Sao .: _F r,r: '.=: - PGT $PEG.. -or-BOX : WIDTH H6 GH o BE S I tl nary: HANDING "rf'>' LA (F)rar-',;i:`:::.. .; :, BOTTOM -m '::.m_ 'MISCITEM9 4VIgTN HEIQ COUNT ROOM Q SERIES B CODE FRAME ,'INTERIOR EXTERIOR (in.) (in.) Ul iL '# '.:STACK Viewed froin(he,outside..:: RH-or!H) '',i::: SCULPTURED S) PATTERN.ForrALL':. w" "' ' ;,. : y:���:$Mulls� i::.CODE: n.)j. (in.) eE02 6400 SH B WH WH 62 63 ills Standard,Standa LSR d:WHT • MANVIFAIPTURPH NOTFS: 1 have reviewad and agreed with alllob specifications and the Special Terms&Condit ans on the back of the yellow(Customer copy. Customer S pnature J s , �a:� '•.;y4;2f'^ .sue-:^' .•r'".,,.t;,,.-e2�%� .:�_'`, .,..��ru�n;;:.,,`';<�':�•°�.`' :�:�z:��>r'=•.il �sx_ ��•v''""`�,' r-`arz''�; :'.a`si'.�•" �yss..:�s��°°F'':.;::�.:s'4`r'��r:,°�rc:�E�Si�=�.�?rd:*'s�.'wkti��a�.F�s':+:,�. i �';.:.;..= rt ;::.i rx-��- - _..,�"w :;:tt,x-,;� - �wm�,�.>s 5:: �`3. «x;:•€ ��;,su#: �1;c`�m-s;r?=:. ,{fit= $�`� "A =g —:;s= } a s ? bra; _ 11L 2- ` ' "-� -�. ...._ .... BCIS Home i Log In User Registration ! Hot Topics Submit Surcharge ` Stats&Facts Publications Contact Us BCIS Site Map Links Search FOCIC� I t=.Product Approval USER:Public User - a Product Approval Menu>Product or A lication List>Application Detail"',, etail.,��:�, 'ti, 4 r r'F:X'u ��� �' ��t FL# FL5167-R30 Application Type Revision Code Version 2017 y � Application Status Approved ILIAppro d y DBPR.Approvals by DBPR shall be reviewed and ratified by bezPO�andter-the_Commission if necessary. Comments Archived " Product Manufacturer Simonton/Ply Gem 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 luanne.harris@cornerstone-bb.com ALL WORK SHALL COMPLY WITH PREVAILING Technical Representative Luanne Harris CODES FLORIDA BUILDING CODE, Address/Phone/Email 3948 Townsfair Way NATIONAL ELECTRIC CODE, Suite 200 . AND THE CITY OF ZEPHYRHILLS Columbus,OH 43219 ORDINANCES (614)532-3596 luanne.harris@simonton.com Quality Assurance Representative AAMA ��V�Ew D C I o ry Address/Phone/Email 1827 Walden Office Squ�rq,�.Y Q Z A` 2C'8 2020 Suite 550 CI >�PH 11H Schaumburg,IL 60173 PLAN Eve R n (847)303-5664 M11VE webmaster@aamanet.org Category Windows ` Subcategory Double Hung._ :- ar- +r 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 2005 AAMA/WDMA/CSA 101/I.S,2 A440 2008 Equivalence of Product Standards Certified By PSF),36x63 (+/-45 PSF),44x63 (+/-45 PSF),'32x62 (+/-50 FL5167 R30 C CAC 43-40 DH 46x84 R PG25.pdf PSF),36x74(+/-50 PSF),46x84(+/-25) FL5167 R30 C CAC 43-40 DH 48x80 R35.pdf FL5167 R30 C CAC 43-40 DH 52x71 R35.pdf ; FL5167 R30 C CAC 43-45 DH 52x71 R35.pdf FL5167 R30 C CAC 43-45 waiver to 43-40.pdf i Quality Assurance Contract Expiration Date 09/12/2021 Installation Instructions FL5167 R30 II IN0432b 43-40 43-45 DH-2X.pdf FL5167 R30 II IN0434-R7 43-30 43-45 DH-1X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third iParty: Evaluation Reports FL5167 R30 AE EvalReport-IN0434-R7.pdf Created by Independent Third(Party: Yes i 5167.14 43-50 (Three-Step Sill) 6100 VantagePointe,Asure, PeTfeXion Silver Vinyl Double Hung i Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5167 R30 C CAC 43-50 DH 32x62 R50 (ext),pdf Approved for use outside HVHZ: Yes + FL5167 R30 C CAC 43-50 DH 36x63 R45 (ext)_pdf j Impact Resistant: No FL5167 R30 C CAC 43-50 DH 36x74 R50(ext)_pdf Design Pressure: N/A FL5167 R30 C CAC 43-50 DH 44x63 R45 (ext),pdf Other: 52x71 (+/-35 PSF), 36x63 (+/-45 PSF),44x63 (+/-45 FL5167 R30 C CAC 43-50 DH 52x71 R35 (ext)_pdf PSF),32x62 (+/-50 PSF),36x74 (+/-50 PSF) Quality Assurance Contract Expiration Date i 01/25/2021 Installation Instructions FL5167 R30 II IN0432 43-50 DH 2X.pdf FL5167 R30 II IN0569-R3 43-50 DH 1X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5167 R30 AE Eva lReport-IN0569-R3.pdf r Created by Independent Third Party: Yes 5167.15 ,, 75-75, 75-09, 07-75,07-09,07-10 Reflections 5500,Generations,Impressions 9800,6500 `Y I and 07-20 VantagePointe, PerfeXion Platinum Vinyl Double Hung ;;Limits of Use � Certification Agency Certificate i Approved for.use in HVHZ: No FL5167 R30 C CAC 07-09-10-20 and 08-09-10-20 j Approved for use outside HVHZ: Yes Waiver.pdf I Impact Resistant: No FL5167 RR30 C CAC 07-10 07-20 to 07-09 Waiver.pdf Design Pressure: N/A FL5167 R30 C CAC 07-75 DH 48x80 R PG35.pdf Other:48x80(+/-25 PSF),53x74(+/-30 PSF),48x80(+/-35 FL5167 R30 C CAC 07-75 DH 53x74 R PG30.pdf PSF), 5201 (+/-35 PSF), 53x80 (+/-40 PSF), 36x63 (+/-50 FL5167 R30 C CAC 07-75 DH 53x80 R PG40.pdf PSF),3604(+/-50 PSF),36x72(+/-55) FL5167 R30 C CAC 07_75 waiver to 07-09.pdf FL5167 R30 C CAC 75-75 DH 36x63 R PGSO.pdf j FL5167 R30 C CAC 75-75 DH 36x72 R PG55.pdf i FL5167 R30 C CAC 75-75 DH 36x74 LCSO.pdf I FL5167 R30 C CAC 75-75 DH 48x80 LC PG25.pdf I FL5167 R30 C CAC 75_75 DH 52x71 R PG35.pdf FL5167 R30 C CAC ACP-05 SIM 07-75 DH HS PW frame 07- 09.12df FL5167 R30 C CAC ACP-OS SIM 75-75,07-09, 07-75.07-09.. 75-10,75-20 DH frame.pdf Quality Assurance Contract Expiration Date j 03/25/2020 Installation Instructions FL5167 R30 II IN0113 75. 75-09 07-75 07-09 07-10 07- 20 DH 2X.pdf i FL5167 R30 II IN0132-R11 75-75 75-09 07-75 07-09 07-10 I 07-20 DH 1X.pdf Verified By: American Architectural Manufacturers Association I Created by Independent Third Party: Evaluation Reports FL5167 R30 AE EvalReport-IN0132-R11.pdf i Created by Independent Thirdl Party: Yes i 5167.16 75-75,75-09, 07-75, 07-09, 07-10 Reflections 5500,Generations,)Impressions 9800,6500 i and 07-20 VangtagePointe, PerfeXion Platinum Double Hung H-Mulled Triple Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5167 R30 C CAC 07-09-10-20 and 08-09-10-20 Approved for use outside HVHZ:Yes Waiver.pdf Impact Resistant: No FL5167 R30 C CAC 07-75 n/giver to 07-09.pdf Design Pressure: +50/-50 FL5167 R30 C CAC 75-75 DH Triple 10904 R PG50.pdf Other: 10904(+/-50 PSF) Quality Assurance Contract Expiration Date I 09/13/2021 Installation Instructions { FL5167 R30 II IN0060 75-75 DH Triple or Twin 2X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: I I Rom' REVISIONS: REVISED BY: DATE: MODEL DESIGNATION: Simonton Double Hung Series 75-75/75-09/07-75/ NO P.E.SEAL REQUIRED I: 07-09/07-10/07-20 Vinyl Window INSTALLATION SUPPORTED 10 UPDATED SIZES PER NEW TESTING. T.D.D. 01/29/14 MAXIMUM OVERALL NOMINAL SIZE: See Size Chart 2X BUCK BY AAMA TEST REPORTS 11 ADDED MIN.EDGE DISTANCE NOTES GIM 06/16/1S 12 ADDED NEW SIZE TO CHART LMH 07/10/15 DESIGN PRESSURE RATING: See Size Chart SILICONE CAULK 13 ADDED NOTES 12 B 13-MMA SOD LMn OB/IB/lfi SEE NOTES 13&14 14 UPDATED SIZES PER NEW TESTING. LMH 04/11/18 USABLE CONFIGURATIONS: X SILICONE CAULK X SEE NOTES 13&14 _GENERAL DESCRIPTION: The head,sill,and side jambs are extruded PVC.The wall 1 1/2°MIN.EMBED. —I thickness through which the anchor screw penetrates Is a 1�4"MAX.-SHIM - SILICONE CAULK minimum of 0.070". SEE NOTES 13&14 Q2X BUCK < SIZE CHART 1/4"MAX.SHIM OVERALL SIZE #B X 2 1/2"MIN. DP RATING l0 WIDTH HEIGHT 1 HEAD WOOD SCREW "w^ 01 1 48" 60" t25 PSF 53" 74" *30 PSF 3/4"MIN.EDGE DIST. Q 48" 80" 52" 71" t35 PSF SILICONE CAULK 53" 80" t40 PSF SILCONE CAULK SEE NOTES 13&14 SEE NOTES 13&14 36" 63" I-- 36" 74" t50 PSF SILICONE CAULK = 36" 72" 355 PSF SEE NOTES 13&14 Ur 1 JAMB w1,.3 2X BUCK UI , �11 SILL F Q NOTES: 2_ 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 —3 H.V.H.Z. 2.All exterior perimeter surfaces of the window must be caulked. Interior caulking is optional unless noted otherwise. U-I 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. O4.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. X S.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. X7. 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. Installation screws may be placed in the Interior or exterior track of the jamb.Screws should be flush with the vinyl. 11.This product complies with ASTM E 1300. tj 12, Designation"X"and"O"stand for the following: X: Operable Panel-O: Fixed Panel. 13. Use 100%pure silicone caulk compliant with AAMA 800 Section 1-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. 4 X MATERIAL �/�l11 S12 DRAWIN O.: R "W" MAX. OVERALL FRAME WIDTH— ¢ DopertyURE STATEMENTmontonWin RMSFINISH: SIMONTON' B tNo113 la This document Is the property of Simonton Windows,which retains a0 Dimensional Tolerances rU 6 N By: DATE; proprietary and other rights to Its subject matter.This document Is Unless Olherwlse Specified w I " p 0 w s ALLOY 8 TEMPER: T.D.D. 03/02/07 provided to the recipient on the expressed condition that It Is not to be 1 Ctschrepe Avepue CHECKED BY: GATE:disposed,reproduced In whole or part,nor used In conjunction with the Ponnsboro,WV 26415 design,manufacture of repair of goads for anyone other than Simonton V L ME: Decimals Angles SCALE; SHEET; APPRV'D BY: DATE; Windows without Its consent.This restriction does not limit line recipient's rights to utilize Information contained In this document whIch SURFACE AREA: P 0.M R: A*.03 FIT 1 of 1 Is property obtained from another source. .XX*.01 0°30 In. SERIES: 75-75 75-09/07-75 FlNISH TREATMENT: .XXX*.005 D7-09/07-10/07-20 DOUBLE HUNG TITLE: FlLE:FL 5176.15 2X BUCK INSTALLATION(AS TESTED) 1111 aIrf REV REVISIONS: REVISE.BY: DATE: MODEL DESIGNATION; 07-09/07Simonton 0-10/o7.24ouble gVinyl Window Series 5/07-75/75-09/ ``5s�s�NuREttgr0 /'- r• aoatp Nm.rs a T.U.O, tl/TVII �• 'i Lucas Turner o4/1T/Rote er&� MAXIMUM OVERALL NOMINAL SIZE: See Size Chart �J{7t".•`ylC`k f1$4-1_'Q.`„ LUCAL A TURNER,P.E. olsT-note ;, 201 ti-44-24 FL PE j 58201 nn,.mre DESIGN PRESSURE RATING: See Sit.Chart No 58201 .''J3•. 12.12+20:00 TURNER ENGINEERINGh ouEueulnrce surstRATBe surara uw asnvu CONSULTING. INC. eooeo nnoma aspulaulEnts To soaa.wT. tWI osnvu USABLE CONFIGURATIONS: X * '*i' (COA 29770) x w 1239 JABARA AVE. .un&+urss ToslzzuuaT. uan o num :�•'. GENERAL DESCRIPTION: the head,sill,and side Jambs are extruded PVC.The wall thickness .• STATE CIF :W Z NORTH PORT,FL 34288 J4: PH. 941-380-1574 through which the anchor screw Penetrates Is a minimum of 0.142'. �'n'•''C( p 1°•'�'G w MIN.EDGE DIST. .. G SEE TABLE 1 0 .. S •, I*1ltstONA4 j?4.V .._ INSTALLAnON-FASTENER SEE TABLE I SUBSTRATE BY OTHERS SIZE CHART SILICONE CAULK MIN.EMBED. 6"MAX 6"MAX_L.,�. OVERALL SIZE SEE TABLE 1 �--I I I CIRCLED EEXT.PERIMETER) DP RATING SEE NOTES SS&16 WIDTH HEIGHT ANCHOR —_� MIN.EMBED. LOCATIONS SILICONE ULK SEE TABLET REQUIRED? SEE PERIMETER) 48' 80" NO 125 PSF SEE NOTES 15&16 q \ 48" 80" NO 1/4"MAX.SHIM SILICONE CAULK t35 IF52" 71" NO SUBSTRATES (INT.PERIMETER) `O 53" 80" YES d:40 PSF BY OTHERS SEE NOTES 15&16 36" 63" NO *50 PSF HEAD 41�14"MAX.SHIM ` ' 36" 74" NO INSTALLATION FASTENER X 36" 72" YES 3:55 PS F SEE TABLE 1 CIRCLED ANCHOR LOCATIONS Ij4°MAX.SHIM REQUIRED FOR SOME SIZES, x SEE SIZE CHART io SILICONE CAULK SEE NOTES 35&Sb SILICONE CAULK MIN.EDGE DIST. _ SEE NOTES 15&16 BY OTHERS SEE TABLE 1LCONE CAULK FNOT NOTES SEE NOTES 15&16 O /tom SILL IAMB t:� T m NOTES \d/ -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 Load's for Buildings and Other Structures do not exceed the design pressure ratings herein. X 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 In any direction. 4.Anchor embedment 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 substrate.Wood bucks with masonry are optional. S.Wood or masonry openings,bucks,and buck fasteners,by others,shall be properly designed and installed to transfer wind toads 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.Eldon stack Is 1/4". Shims shall be lead-bearing and capable of transferring loads to the substrate. d 8.When used In areas requiring Impact protection,INS 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 �---- •w"Max.OVERALL FRAME WIDTH penetration resistance of the installed product Is not addressed In this drawing and Is the responsibility of others. 10.Glazing snail comply with ASTM E 1300, 12.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 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. TABLE 1: INSTALLATION FASTENERS TABLE 13.Products shaft be constructed as specified In test reports ATI-A6989.01-501-47,ATI-C9020.01-501-47,ATI-C9025.01-503-47,ATI-D2934.01-109-47, MIN. EDGE ATI-D29L6.01-109-47,ATI-C2266.01-109-47 AND ATI-DO300.01-501-47-r0. tD SUBSTRATE TYPE ANCHOR TYPE MIN.EMBED pl ANCF 14.Designation"X"and"0"stand for the following: X:Operable Panel-0:Fixed Panel. A CONCRETE 2 KSI MIN. 3/16"OW TAPCON 1-1/2- 1-1/8- 15.Use 100%pure silicone caulk compliant with AAMA 800 Section 1-Sealant Specifications for use with Architectural Fenestration Products. For more details visit B HO OR GRO -FILLER CMU 3/i6"Oty TAPCON t' 2' Simonton.com. T i7 PCF MlN. 16.Use a backer rod on ail joints>3/4"deep and/or wider than 1/4". Finished caulk joint should be a minimum of 3/W deep. 2X MIN. 50ttfNERN PLNE WOOD C 3/16•1I14 TAPCON 1 - 7/0" MATERIAL• SI E DRAWING NO.: REV. C=0.55 DISCLOSURE STATEMENT B 1N0132 11 2X M SO PI E RMS FlNISH: Dimensional Tolerances S I M ON TON' D /10 WOOD SCREW 1-3/8� 7/B• TNs document IS Mt property of Simonton Windows,wNch retains all „ w s DRAWN BV: DATE; G=0.55 Unless Otherwise Soeehea pr p i t ry and Nu rights a Its essert moatio That it 16—tt is T.D.D. A—YE; W 16 GE 0.0 L /6-I61iW ALtnY a7EMPER: tCoehraue Avrnee £ FULL THREAD i/2• tovided to the uced I tan the expressed mldRlan that R Is na to 6e CHECKED 8Y; ATE: S D ALUM. YIELD I SELF-DRtLLLNG'SCREW disclosed,repmductd in whole or part,nor uwdin conJunsUon wiM Me PaTus6ouT,WY 26415 1 8 ALUM. 606 -T5 OR 1 GRAOE LF-TAP G E O M; Decimals Angles F FULL THREAD 1/2� design,manufacture It repel.of TThis far anyone other Man Simonton SCALE: SHEET; APPAV'D BY: DATE; 1 B" STEEL 38 SI MIN. DRILUNC SCREW Wlo',rights without it consent. l..m.lead I dots not..,the rcdpitnl'e rights to properly obtained Don-the In this document wNN SURFACE AREA: P R ER; .X 1.03 Frr 1 pr l .XX 1.di ba 30 men. SERIES: Is propuly ob[ailxd from another source. .XXX t,00S 75-75/07-75 j 75-69/07.09/07-10/07-20 ON FINISH TREATMENT: 7TTLE: FlLE;FL S167.15 IX BUCK INSTALLATION wS.4:a-a .M..a,.-m:'z;a:Y: '".;:.a-'•..=:i';h.'� �`.^�'a��"� r�,���';��,v- a��-� . v ;.S 1 �.��'a..:,z_N•�..;�i>�" .f.. i'%'.::,,•.,.,, 4:�. 'i I'y�a-{�,Y:..,�.,�� 1-,i�...ri. '�wl,,"�e x S.„as.;s';.«.},. - __.. .. _. oo ds"siLtia3F: w�KHiwu�.ih1'w�sxcw.M-''i•U Y'�•' wal#�:�'Y. BCIS Home I Log In ' User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us = aCIS Site Map Links''P Search F'orida Product Approval K " USER:Public User ' Product Aogrovel Menu>Product or Ao�lication Search>Apjication List>APPiica#on.Detai[._,,, FL# wry J FL5167-R30 Application Type i Revision Code Version 2017 Application Status Approved = " PP , ' I *Approved by,;DBPR.Approvals by DBPR shall be reviewed and ratified by the F4raO,G T/or the Commission if necessary. Comments Archived Product Manufacturer r!;' Yy Simonton/Ply Gem Windows � Address/Phone/Email 5,020 Weston Parkway Suite 300 Cary,NC 27513 (800) 542-9118 Ext 413.59.& luanne.harris@cornersfon e-bb.cam Authorized Signature Luanne Harris luanne.harris@cornerstone-bb.com Technical Representative Luanne Harris Address/Phone/Email 3948 Townsfair Way Suite 200 ALL WORK S I ALL COMPLY WITH Columbus, 43219 COOS FLORIIDA BUILDING CODE,PREVAILING (614)532-3596 ��Q� �/�p� luanne.harris@simontNA1fANAL ELECTRIC CODE, AND THE CITY OF ZEPHy Quality Assurance Representative AAMA ORDINANCES BRILLS Address/Phone/Email 1827 Walden Office Square Suite 550 Schaumburg,IL 60173 (847)303-5664 K=•'ti,webmaster@aamanet.org C Vj EFW DA7 jC' Category Windows R;,F Subcategory Double Hung I EXAMIN � _ 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 I 2010 AAMA/WDMA/CSA 101/I.S.2 A440 2005 AAMA/WDMA/CSA 101/I,S.2 A440 2008 ! Equivalence of Product Standards l Certified By Product Approval Method Method 1 Option A Date Submitted 10/22/2019 Date Validated 10/29/2019 Date Pending FBC Approval Date Approved 10/30/2019 Date Revised 03/20/2020 Y Summary of Products i 'Model,Number or Name Description FL# ! 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 R30 C CAC 07-09 DH 36x63 RSO.pdf Approved for use outside HVHZ:Yes FL5167 R30 C CAC 07-09 DH 37x76 R PG65.pdf Impact Resistant: No FLS167 R30 C CAC 07-09 DH 37x84 R PG60.pdf Design Pressure: N/A FL5167 R30 C CAC 07-09 DH 44x63 RSO.pdf Other: 48x80(+/-25 PSF), 56x84(+/-25 PSF), 53x76(+/-50 FL5167 R30 C CAC 07-09 DH 47x71 R PG50.pdf PSF), 36x63 (+/-50 PSF),44x64(+/-50 PSF),47x71 (+/-50 FL5167 R30 C CAC 07-09 DH 48x80 R25.pdf PSF),37x84(+/-60 PSF), 37x76 (+65/-70 PSF) FL5167 R30 C CAC 07-09 DH 53x76 R50.pdf FL5167 R30 C CAC 07-09 DH 56x84 R PG25.pdf FL5167 R30 C CAC 07-09-10-20 and 08-09-10-20 Waiver.pdf FL5167 R30 C CAC 07-75 waiver to 07-09.pdf Quality Assurance Contract Expiration Date 04/19/2020 i Installation Instructions FL5167 R30 II INO066-R11 07-09 07-10 07-20 DH 1X.pdf ! FL5167 R30 II IN0967 07-09 07-10 07-20 DH 2X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: j Evaluation Reports FL5167 R30 AE EvalReport-IN0066-R11,pdf Created by Independent Third Party: Yes i 15167.2 07-09, 07-10 and 07-20 Reflections 5500, PerfeXion Platinum Vinyl Double Hung with I Transom Limits of Use Certification Agency Certificate 1 Approved for use in HVHZ: No FL5167 R30 C CAC 07-09 DH w Transom 53x130 R PG50.pdf 1 Approved for use outside HVHZ: Yes FL5167 R30 C CAC 07-09-10-20 and 08-09-10-20 1 Impact Resistant: No Waiver.pdf Design Pressure: +50/-50 FL5167 R30 C CAC 07-75 waiver to 07-09.pdf i Other: 53x130 Quality Assurance Contract Expiration Date 04/19/2020 Installation Instructions FL5167 R30 II IN0063 07-09 07-10 07-20 DH w Transom f 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 R30 C CAC 07-09 DH Triple 126x76 R PG50.pdf Approved for use outside HVHZ:Yes FL5167 R30 C CAC 07-09 DH Triple 160x76 R PG50.pdf Impact Resistant: No FL5167 R30 C CAC 07-09-10-20 and 08-09-10 -20 Design Pressure: +50/-50 Waiver.pdf Other: 160x76, 126x76 FL5167 R30 C CAC 07-75 waiver to 07-09.pdf Quality Assurance Contract Expiration Date 04/19/2020 1 Installation Instructions FL5167 R30 II IN0555 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: i 5167,4 07-09,07-10 and 07-20 Reflections 5500, PerfeXion Platinum Vinyl Double Hung Triple Iwith Transom Triple Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5167 R30 C CAC 07-09 DH Triple w Transom Triple 109x88 Approved for use outside HVHZ:Yes R PG35.pdf Design Pressure:N/A FL5167 R30 C CAC 43-17 DH (Fin)_48_)c80R3S.p_df Other: 36x72(+/-30 PSF),48X80(+/-30 PSF), 53x71 (+/-35 FL5167 R30 C CAC 43-17 OH Finless) 36x74 R50.pd PSF),44x63(+/-35 PSF),48x8O(+/-35 PSF), 36x63 (+/-45 FL5167 R30 C CAC 43-17 DH Finless 48x8O R35.odf PSF),44x63(+/-45 PSF), 2606(+/-50 PSF)&3604(+/-50 FL5167 R30 C CAC 43-17 DH 32Y62 RSQ.pd PSF), 32x62(+/-50 PSF) FL5167 R30 C CAC 43-17 DH 36x63 R PG45.pdf FL5167 R30 C CAC 43-17 DH 3602 R30 ext. pd FL5167 R30 C CAC 43-17 DH 3604 RSO ext. pgfff FL5167 R30 C CAC 43-17 OH 44x63 R45,pd FL5167 R30 C CAC 43-17 DH 53x71 R35 Fin Ext.).q!jf Quality Assurance Contract Expiration Date 04/20/2020 Installation Instructions FL5167 R30 11 IN0096 43-17 DH 2X.pdf FL5167 R30 II IN0254-R6 43-17 DH 1X.pd Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5167 R30 AE Eva IReport-IN02S4-R6.pd 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 R30 C CAC 43-17 DH Twin 72x74 R PG45.PAf_ Approved for use outside HVHZ.Yes FL5167 R30 C CAC 43-17 DH Twin 73x63 R PG35.pdf Impact Resistant: No FL5167 R30 C CAC 43-17 DH Twin 89x63 R30.pd Design Pressure:N/A FLS167 R30 C CAC 43-17 DH Twin 96x8O R PG25.p!fi Other,96x80(+/-25 PSF),89x63(+/-30 PSF), 73x63(+/-35 Quality Assurance Contract Expiration Date PSF) &72x74(+/-4S PSF) 10/30/2021 Installation Instructions FL5167 R30 11 IN0099 43-17 DH Twin 2X.1d 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 R30 C CAC 43-35 DH 3602 R30 f2�Lj.pfff Approved for use outside HVHZ:Yes FL5167 R30 C CAC 43-35 DH 44x63 R25 ext.).pd Impact Resistant: No FL5167 R30 C CAC 43-35 DH 46x84 R25 ext.).qdf Design Pressure: N/A FL5167 R30 C CAC 43-35 DH 48Y80 R3S(ext.).p!jf Other:44x63(+/-25 PSF),46x84(+/-25 PSF),3602(+/-30 FL5167 R30 C CAC 43-35 DH 5201 R3S _pjjf PSF), 48x80 (+/-35 PSF),52x71 (+/-35 PSF) Quality Assurance Contract Expiration Date 01/24/2021 Installation Instructions FL5167 R30 11 IN0105 43-35 DH 2X.pd FL5167 R30 11 IN0568-R3 43-35 DH IX.pd Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5167 R30 AE EvalRe ort-IN0568-R3.Ddf Created by Independent Third Party: Yes 15167.12 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 1 Approved for use in HVHZ: No FL5167 R30 C CAC 43-35 DH Twin w Transom 73x1 11 R3S Approved for use outside HVHZ:Yes (ext).p!L Impact Resistant: No FL5167 R30 C CAC 43-50 DH AAMA 450 R35 73x111 Design Pressure- +35/-35 (ext.).p!jf Other: 73x111 Quality Assurance Contract Expiration Date 01/24/2021 Installation Instructions FL5167 R30 11 IN0535 43-3SO43-50 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, PerfeXion Gold Vinyl Double Hung Limits of use Certification Agency' Certificate Approved for Ose in HVHZ: No FL5167 R30 C CAC 43-40 DH 32x62 RSO.pdf Approved for se outside HVHZ:Yes FL5167 R30 C CAC 43-40 DH 36x63 R45.pd Impact Resjilstant: No FL5167 R30 C CAC 43-40 DH 36x72 R30.pd Design Pressure: N/A FL5167 R30 C CAC 43-40 DH 3604 RSO.p_df Other:3602(+/-30 PSF), 52x71 (+/-35 PSF),48x8O(+/-35 FL5167 R30 C CAC 43-40 DH 44Y63 R PG41pff FL5167 R30 C CAC 43-40 DH 44x63 R35.pd PSF),36X63 (+/-45 PSF),44x63(+/-45 PSF), 32x62(+/-50 I FL5167 R30 C CAC 43-40 DH 46x84 R PG25.pd PSF),36x74 (+/-50 PSF),46x84(+/-25) FL5167 R30 C CAC 43-40 DH 48x80 R35 pd FL5167 R30 C CAC 43-40 DH 52x71 R35,plf FL5167 R30 C CAC 43-45 DH jZXjLRjLPff FL5167 R30 C CAC 43-45 waiver to 43-40.pd i Quality Assurance Contract Expiration Date 09/12/2021 Installation Instructions FL5167 R30 11 IN0432b 43-40 43-45 DH-2X.pdf FL5167 R30 11 IN0434-R7 43-30 43-45 DH-IX.pd Verified By: American Architectural Manufacturers Association i Created by Independent Third Party: Evaluation Reports FL5167 R30 AE Eva lReport-IN0434-R7.pd Created by Independent Third Party: Yes 5167.14 43-50(Three-Step Sill) 6100 VantagePointe,Asure, PerfeXjon Silver Vinyl Double Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5167 R30 C CAC 43-50 DH 32)<62 R50 ext).p!Lf Approved for use outside HVHZ: Yes FL5167 R30 C CAC 43-50 DH 36x63 R45(g2t).pAf Impact Resistant: No FL5167 R30 C CAC 43-50 DH 36x74 RSO(g2!j).of Design Pressure: N/A FL5167 R30 C CAC 43-50 DH 44x63 R45(gL(j).pAf Other, 52x71 (+/-35 PSF), 36x63 (+/-45 PSF),44x63 (+/-45 FL5167 R30 C CAC 43-50 DH 52x71 R35(gxt).p f PSF),32x62(+/-50 PSF), 36x74(+/-50 PSF) Quality Assurance Contract Expiration Date 01/25/2021 Installation Instructions FL5167 R30 11 IN0432 43-50 DH 2X. Pqr- FL5167 R30 II IN0569-R3 43-50 DH IX.pd Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5167 R30 AE Eva I Report-IN0569-R3.pd Created by Independent Third Party:Yes 5167.15 75-75, 75-09,07-75, 07-09, 07-10 Reflections 5500,Generations,Impressions 9800,6500 land 07-20 VantagePointe,PerfeXion Platinum Vinyl Double Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5167 R30 C CAC 07-09-10-20 and 08-09-10-20 Approved for use outside HVHZ:Yes Waiver.pd Impact Resistant: No FL5167 R30 C CAC 07-10 07-20 to 07-09 Walver.pdf Design Pressure: N/A FL5167 R30 C CAC 07-75 DH 48x80 R PG3S.pLf Other:48x80(+/-25 PSF),53x74(+/-30 PSF),48x80(+/-35 FL5167 R30 C CAC 07-75 DH 53X74 R PG30.pd PSF),52x71 (+/-35 PSF), 53x80(+/-40 PSF), 36x63 (+/-50 FL5167 R30 C CAC 07-75 DH 53x80 R PG40,pgff PSF),36x74(+/-50 PSF), 36x72(+/-55) FL5167 R30 C CAC 07-75 waiver to 07-09,pdf FL5167 R30 C CAC 75-75 DH 36x63 R PG50,p FL5167 R30 C CAC 75-75 DH 36x72 R PG55.pdf FL5167 R30 C CAC 75-75 DH 36x74 LCSO,pd FL5167 R30 C CAC 75-75 DH 48Y80 LC PG25.P-df- FL5167 R30 C CAC 75-75 DH 52x71 R PG35.p_d FL5167 R30 C CAC ACP-05 SIM 07-75 DH HS PW frame 07- 2 91 PAf FL5167 R30 C CAC ACP-05 SIM 75-75.07-09,07-75,_07-09 75-10,75-20 DH frame,p!jf Quality Assurance Contract Expiration Date 03/25/2020 Installation Instructions FL5167 R30 IT IN0113 75-75 75-09 07-75 07-09 07-10 07- 20 DH 2X.pd FL5167 R30 II IN0132-RII 75-75 75-09 07-75 07-09 07-10 07-20 DH IX.pd Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5167 R30 AE EvalReport-IN0132-R11.pd 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, PerfeXlon Platinum Double Hung H-Mulled Triple Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLS167 R30 C CAC 07-09-10-20 and 08-09-10-20 Approved for use outside HVHZ:Yes �6�ver_fff Impact Resistant: No FL5167 R30 C CAC 07-75 waiver to 07-09.pd Design Pressure, +50/-50 FL5167 R30 C CAC 75-75 DH Triple 109x74 R PGSO.pgdTf Other: 109x74(+/-50 PSF) Quality Assurance Contract Expiration Date 09/13/2021 Installation Instructions FL5167 R30 11 IN0060 75-75 DH Triple or Twin 2X,pd Verified By: American Architectural Manufacturers Association Created by Independent Third Party: REV REMSIONS: REVISED BY: DATE: NO P.E.SEAL REQUIRED 11' MODEL DESIGNATION: Simonton Double Hung Series 43AO 143-45 Vinyl Window INSTALLATION SUPPORTED 2 ADDED MIN.EDGE DIST.NOTE B.J.S. 0&17/15 MAXIMUM OVERALL NOMINAL SIZE: See Size Chart BY AAMA TEST REPORTS 3 ADDED NOTES 12&13-AAMA 800 LMH 08115116 4 ADDITION TO SIZE CHART. LMH 12m1117 DESIGN PRESSURE RATING: See Size Chart 5 CORRECTED SIZE CHART DIMENSION. LMH 07/11/19 USABLE CONFIGURATIONS: X SILICONE 2XBUCK 6 ADDED DP25 TO SIZE CHART LMH Irgl2&1g X CAULK GENERAL DESCRIPTION: The head,sill,and side jambs are extruded PVC.The wall thickness SILICONE CAULK through which the anchor screw penetrates is a minimum of 0.070". 1/4"MAX.SHIM 2X BUCK SILICONE CAULK 1/4"MAX.SHIM SIZE CHART 1 HEAD OVERALL SIZE 1 ue X 21/2"MIN.WOOD DP RATING SCREW WITH 1.50"MIN. WIDTH HEIGHT „W" "H„ EMBEDMENT INTO WOOD 46" 84" ±26 PSF MIN.EDGE DIST.,SEE NOTES a \ e 36" 72" ±30 PSF 44" 63" SILICONE CAULK 48" 80" ±35 PSF SILICONECAULK X 52" 71" JAMB 36" 63'' SILICONE 0 ±45 PSF CAULK 44" 63" W 2X BUCK w 32 62 t50 PSF 36" 74" SILL 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. 1 7. SCREWS SHOULD BE A MINIMUM OF 3/4" FROM THE EDGE OF THE WOOD. ZD 8. 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 I. GLAZING SHALL COMPLY WITH ASTM E 1300. -W MAX.OVERALL FRAME 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 SIMONTOWCOM. 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. TER • ZE:O D W DISCLOSURE STATEMENT RMS FINISH. Dimensional TolerancesSIMON TON" B IN0432b I This document is me property N Simonton Windows,which retains ell proprietary Unless Otherwise Sgedried w' 1 N o 0 w s DRAWN BV: DATE: and Omer rlghls lolls sublecl matter.This document is Drovided to the redplenl ALLOY B TEMPER: I Cnchrnne Avenue T.D.D. 0gm4mg CNECKEO BY: on me a,prareadcondldon that 111s not to be disclosed,reproduced In whole or Pennsburo,WV 2641$ GATE; pad,nor used In conf-cil-with the design,men,hetum or repair of goods for EIG T: 0 Dedmels Angles anyone omer man Slmonlon windows without Its consent.This reselction does SCALE: SHEET: APPRVD BY. DATE: not Omll Lhe edplanrarights to uuna:o Information wnwbed In thisdovm,em SURFACE AREA: .%2.03 FIT 1011 which Is properly obtained lrom eromer source. .xx 1.01 0'30 In. SERIES: FINISH TREATMENT: .xxx 1.005 4340143 15 DOUBLE HUNG TITLE: FILE FL 5167 2x BUCK INSTALLATION(AS TESTED) REV. MODEL DESIGNATION: Simonton Double Hung Series 43-40 143-45 Vinyl Window M REVISIONS; REMSEOBY., DATE- *0' OREtv '11,, —UPBRI05-0—Fs FEAREWT-ESTING AND ADDED 101 19 3 NOTES 15&IS. T.O.O. 1113(ill -0 ..........?Z;�A� 41 10 9/27/20 MAXIMUM OVERALL NOMINAL SIZE: See Size Chart 1k�1 LUCAS.A. TURNER, P.E. 4 ADDED MIN.EDGE DIST.NOTE 13.1% QVIOMI kt":. —a AWED PAGE 2.ALL SM—ST—WdS AND AAMM Lucas -Z— No 58201 �P FL PE # 58201 LMH WOW Z NOTES is&Is, DESIGN PRESSURE RATING: See Size Cheri TURNER ENGINEERING & Turner 6 UPDATED SIZE CHART. LMH 12joilli CONSULTING, INC. — 2019-09-27 USABLE CONFIGURATIONS: X cc (COA # 29779) 7 ADDED OP25 TO SIZE CHART LMH 09nSH 15:25+19:0 V. STATE E OF :flu Z- :�o 2428 OLD NATCHEZ TRACE 0 �;,r,*..4 TRAIL, CAMDEN, TIN 38320 GENERAL DESCRIPTION: The head,sill,and side lambs are extruded PVC.The wall thickness PH. 941-380-1574 through which the anchor screw penetrates Is a minimum of 0.142". SIZE CHART to OVERALL SIZE WIDTH HEIGHT DP RATING SILICONE CAULK SUBSTRATE BY OTHERS .W. -W SEE NOTES IS 9 16, 46" 84" 125 PSF SHEET 2 36* 72" 00 PSF SILICONE CAULK SEE NOTES 15&16,SHEET 2 44' 63' 114* SHIM MAX.X 48" 80" ±35 PSF 3 52- 71, v INTERIOR 36. 63" HEAD SASH 145 PSF TRACK 44" 63" xi 32" 62I ±60 PSF 36- 74" MIN,EMBED., SEE TABLE I,SHEET 2 t SILICONE CAULK SUBSTRATE SEE NOTES IS&16, BY OTHERS SHEET 114*MAX.SHIM EXTERIOR 1/4'MAX.SHIM SASH TRACK SILICONE CAULK INSTALLATION FASTENERS -\ SILICONE CAULK SEE NOTES 15 16 SEE TABLE 1,SHEET 2 SEE NOTES IS.IS SHEET SHEET2 SEE TABLE 1,SHEET 2 MIN.EDGE DIST., SUBSTRATES BY OTHERS F (D SILL SILICONE CAULK SEE NOTES 15&16,SHEET 2 JAMB MAX.OVERALL FRAME WIDTH (@ MATERIAL SIZE DRAWUIG NO.: DISCLOSURE STATEMENT RMS FINISH, SIMONTON' B IND434 Dimensional TIem,,es DATE: Unless Otherwise Sinectflad 00 HAWN By. DTEt-�= Too and other dght,1.1.subl.d..tic,Thl,document is —Idd to the adphIM ALLOY&TELaFER" I Cochrane Avenue CHECKED V. ON P"ralm.,WV 26415 DATE: pod,——d-cortmethm in the design,memorshom—epai-f Road,for WEIGHL VOLUME: Ddwel. Antilles F PPRV.D by, artfine lhism.1A.4ance.. .FEWL ISIIEET,., A DAM necipl-V,dt,14.to uIll.Inhamall..conictral In IN,d—,W EURFACE ARE—A. X t.03 FIT which Is papally obtained from another smsac. xx 1.01 0'30 raIn. SERIES: FINISH TREATMENT: Xxx 2.005 TITLE: 434014345 DOUBLE I UNG iFILP—FL45167.13 it IXBUCKINSTALLATION MODEL DESIGNATION: Simonton Double Hung Series 43-17 Vinyl Window ,,%%' ,%ORcW MAXIMUM OVERALL NOMINAL SIZE: See Size Chart 9/27/2019 NO 5IB201 LUCAS A. TURNER, P.E. DESIGN PRESSURE RATING: See Size Chart FL PE # 58201 TURNER ENGINEERING & CONSULTING, INC. USABLE CONFIGURATIONS: X ' STATE OF 0 4rt;a (COA # 29779) 2428 OLD NATCHEZ TRACE GENERAL DESCRIPTION: The head,sill,and side iambs are extruded PVC.The wall thickness TRAIL, CAMDEN, TN 38320 PH. 941-380-1574 through which the anchor screw penetrates Is a minimum of 0142". TABLE 1: INSTALLATION FASTENERS TABLE IDI SUBSTRATE TYPE ANCHOR TYPE MIN. EMBED MIN.TAEDNCGEE DIS A CONCRETE (2 KSI MIN.) 3/16" ITW TAPCON_ 1-1/2" 1 1/8'. 8 HOLLOW OR GROUT-FILLED CMU 3/1r. ITW TAPCON 1. 2' (ASTM C90) (117 PC MIN. C 2X MIN. SOUTHERN PINE WOOD 3/16" ITW TAPCON 1-3/8- 3/4- -(G=0.5 ) I, 2X MIN. SOUTHERN PINE WOOD #10 WOOD SCREW 1-3/8" 3/4' (G=0.55) 16 GAUGE (0.060") MIN. STEEL #10-16 ITIN TEKS FULL THREAD 1/2- E STUD. 33KSI YIELD 1% SELF-DRILLING SCREW I F ',/"' ALUM. 6063-T5 IN. OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD 1/2- /8" STEEL 36 KSI MIN. I DRILLING SCREW NOTES: I.This Installation has been evaluated for use In locations adhering to the Florida Building Code outside the HVHZ,and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure ratings herein. 2.For anchorage requirements in various substrates see Table 1. A minimum distance of 3"shall be maintained between any two installation fasteners. 3.All interior and exterior perimeter surfaces of the window must be caulked. 4.Anchor type,size,spacing,embedment,and edge distance shall be as specified In these drawings. 5.Anchor embedment to 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 substrate.Wood bucks with masonry are optional. 6.Wood or masonry openings.-bucks,and-buck fasteners,by others,shall be properly designed and Installed to transfer wind-loads to the structure. 7.The responsibility for selection of Simonton products to meet any applicable local laws,building codes,ordinances,or other safety requirements rests solely with the architect,building owner,or contractor.. 8.Shims are required where gaps of greater than 1/16"exist between opening and frame.Max.shim stack Is 1/4". Shims shall be load-bearing and capable of transferring loads to the substrate. 9.When used in areas requiring impact protection,this product REQUIRES the use of approved impact resistant shutters or other external protection. 10.Sealing and flashing by others should be applied using the ASTM E 2112 methodology appropriate for the opening Into which the product Is being installed.Overall water penetration resistance of the installed product Is not addressed in this drawing and is the responsibility of others. 11.Glazing shall comply with ASTM E 1300-04. 12.All fasteners penetrating Into pressure treated wood shall be capable of preventing corrosion due to reaction with pressure treatment chemicals. Any dissimilar materials that come Into contact shall be protected to prevent reactions In accordance with c'ode requirements. 13.A wind load duration factor Cd=1.6 was used for the analysis of wood screws only. 14.Products shall be constructed as specified in test reports D2 310.01-501-47,C3526.01-501-47 and C3522.01-501-47 by Architectural Testing,Inc-Springdale,PA and C5630.01-109-47 and C2276.01-109-47 by Architectural Testing,Inc-York,PA. 15.Use 100%pure silicone caulk compliant with AAMA 800 Section I -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 Slincinton.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. MATERIAL. size. ND.: -B 1 34 DISCLOSURE STATEMENT RMS RNISR T.Ie.- 00 M . SIMON DRAY;N BY: Me&rd is the gnepedy.t Simonton Whd.-."10 Wn,a M ft pddq MF Al Ur4S Otherwise Spodnad W I " D * JDATF-i H end nin-Ighn,1.1. ubj..matter.matter.Thl,documentern N p-IdW 1.thedpl.nt ALLOY&TE ER" I Cochranee Avenue L, 03aon? on the p,-d eenfiga.Awl 0 Hnot to be dBefeeed,repd..d I-Inel- P.-b..,WV 26415 CHECKED BY-.JDATE., pod.-..d in con unc4onwIXh the d.,10n,nwnuradur4-onkageeft IW WIONT, TG-LUMF- Oedmets Angles anode e1h.,0-SinnnRen Wind-*Ib..1 Ile-.1.Thh14,11-d.. SCALE: ISHEET: APPRVT)BY-. DATE net ftmft the reciplern's agnis I*utir2e Intermit..Wh.d In Ads document SURFACE p - FIT 2.12 AREA: unnum .xx 1.01 0,30.I.. SERIES: FINISH IREATMENIR. Xxx 1.005 4340140d5 DOUBLE HUNG TITLE: !FILE FL 5167 1XIBLICKINSTALLAMON 7 y Y;,-�,qF S;.. Z.mnd�.x. r>.3:r�'���;�,��-%x — r;-f-,.ee_'� ,�.''.�::�:��r�+'�'i�X�:�'�^=✓v� '!°, BCIS'Home log In 1 User Registration Hot Topics i Submit Surcharge ! Stats&Facts i Publications Contact Us f SCIS Site Map s links # Search ? Florida - a Praduc Approval .. USER:Pubilc User rd% w. Product Approval Menu>Product or Application Search>App,(ication list>Application Detail FL# } mFL7612 R18 4'n '- '. ,�r,.1>:,r�.-.: ,ter=� / Application Type Revision Code Version 2017 Application Status Approved r *Approved by D.BPR_:?Approvals by DBPR shall be reviewed and ratified by the P"OC:and/or`'the Commission if necessary. Comments :_— Archived "-�-•��,- Product Manufacturer Simonton/Piy Gem Windows Address/Phone/Email 3948 Townsfair Way,Suite 200 Suite 200 Columbus,OH 43219 (614) 532-3596 luanne.harris@plygem.com ''tea=;..:::'—_�_•.._ _: _- Authorized Signature Luanne Harris luanne.harris@plygem.com ALL WORK SHALL COMPLY WITH PREVAILING Technical Representative Luanne Harris CODES FLORIDA BUILDING col)E, Address/Phone/Email 3948 Townsfair Way NATIONAL ELECTRIC CODE, Suite 200 AND THE CITY OF ZEPHYRHILLS Columbus,OH 43219 ORDINANCES (614)532-3596 luanne.harris@slmonton.com Quality Assurance Representative AAMA REVIEW DATEC' `" 20 Address/Phone/Email 1827 Walden Office Squ f �� � Suite 550 4,!! r HYRHI� Schaumburg,IL 60173 PLAN EXAM PIN (847)303-5664 EXAM PIN v �a.., - Category Exterior Doors v L Subcategory Sliding Exterior Door Assemblies ' Compliance Method P 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/WDMAXSA 101/I.S.2/A440 2008 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL7612 R18 Equiv EvalRep0rt-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 in 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 PG35.odf - FL7612 R18 C CAC 06-OS 2P SGD (Finless)95x80 R35.pdf FL7612 R18 C CAC 06-05 2PSGD(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 EvalReport-IN0444-R7.pdf Created by Independent Third Party: Yes I 7612.2 06-05 ProFinish 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-OS 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 vCreated by Independent Third Party: 7612.4 .,E >; 06-05 Reflections 5300,6100 VantagePointe Vinyl 2-Cite Sliding Patio Door(Retrofit Installation) Limits of Use Certification Agency Certificate -Approved for use in HVHZ: No FL7612 R18 C CAC 06-05 2P SGD(Finless) 71x80 R Approved for se outside HVHZ:Yes PG35.pdf Impact Resistant: 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 . . � Quality Assurance Contract Expiration Date � 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 2-1-ite Sliding Patio Door(Retrofit I Installation) Limits of Use Certification Agency Certificate Approved for use outside HVHZ:Yes Design Pressure: N/A (F!nless).pdf Retrofit Installation (finless).p1if Quality Assurance Contract Expiration Date 09/14/2020 Installation Instructions gf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Yes 7612.6 15-15 Inovo,VantagePointe 6500 3-Lite Sliding Patio Door(Retrofit I Installation) Limits of Use Certification Agency Certificate Approved for use outside HVHZ:Yes Impact Resistant. No Quality Assurance Contract Expiration Date Design Pressure: +35/-35 09/14/2020 Other: 107x79 Installation Instructions Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Yes 7612.7 15-15 Inovo,VantagePointe 6500 4-Lite Sliding Patio Door(Retrofit I Installation) L imits of Use Certification Agency Certificate Approved for use outside HVHZ:Yes Impact Resistant- No Quality Assurance Contract Expiration Date Design Pressure: +25/-25 07/16/2020 Other: 143x79 Installation Instructions Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party:Yes 7612.8 i15-16 Inovo, 6500 VantagePointe 2-Lite Sliding Patio Door Limits o'f Use Certification Agency Certificate Other: 71x81 (+/-35 PSF),71x8l (+/-50 PSF),9509 Quality Assurance Contract Expiration Date Installation Instructions Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party Limits of Use Certification Agency Certificate Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 06/03/2020 | 01/29/2022 Installation Instructions Design Pressure:+ys/-3s Installation Instructions | | other 1orxro | � REY. REMSIONS MSED BY DATE: MOn DESIGNATION: Simonton Series 06-05 2-Panel Vinyl Patio Door NO P.E. SEAL REQUIRED INSTALLATION SUPPORTED 2 UPDATED NOTES,GENERAL DESCRIPTION,AND T.D.D. 04/05/11 MAXIMUM OVERALL NOMINAL SIZE' See Size Chart BY AAMA TEST REPORTS 3 ADDED SIZES PER NEW TESTING, 'T.D.D. O5/04/11 DESIGN PRE,�SURE RATi G: See Size Chart fiD X 2 1/2'MIN.WOOD 4 ADDED GLAZING DETAILS. T.D.D. 08/20/ii USABLE CONFIGURATIONS: XO, OX SCREW WITH 1.50'MIN. 5 ADDED GLAZING NOTE AND UPDATED SIZE T.D.D. 03/11/13 EMBEDMENT INTO WOOD 2X BUCK MIN.EDGE DIST,SEE NOTES 8 ADDED MIN.EDGE DIST,NOTE B.&S, 05/17/15 GENERAL DESCRIPTION: The head, sill, and side jambs are extruded PVC. The wall thickness 7 UPDATED SIZE CHART&ANCHOR SPACING LMH 11f23/15 through which the anchor screw penetrates is D minimum of 0.070". SILICONE CAULK SEE NOTES 11 &12 1/4'MAX.SHIM SILICONE CAULK SEE NOTES 11&12 3' 6" AA 4'MAX,SHIM 6"'{—I 3"—I 1— REQUIRED CONE CAULK E NOTES 11 &12 SILICONE CAULK -...HEAD SEE NOTES 11 &12 2X BUCK SILL 2X BUCK SILICONE CAULK SEE NOTES 11 &12 SILICONE CAULK SEE NOTES 11&12 1/4'MAX.SHIM 2X BUCK 1 j4'MAX SHIM _ /8 X 2 1/2'WOOD W v fB X 2 1/2'MIN. /10 X 2 1/2'MIN,WOOD SCREW THROUGH KEEPER ow KEEPER WOOD BUCK MA EMBE MENREW T{INTOO WOOD INTO WOOD MAX. MIN.EDGE DIST.,SEE NOTES < ( O.C. SPACING !f S X 2 t NIT MIN. MIN. p� SEE SIZE CHART SCREW WITH TO MIN. WOOD OO x _1 SILICONE CAULK EMBEDMENT INTO NOTES � MIN.EDGE DIST.,SEE NOTES SEE NOTES 11&12 IN x FIXED PANEL JAMB SEE NOTESAULK 1 &12 KEEPER JAMB NOTES: 1,This Installation has been evaluated for use in locations adhering to lhe,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 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 contract- S.Shims are optional.Maximum shim stack is/14". 6.Woad bucks(try others)must be engineered and anchored properly to transfer loads to the structure. UNIT WIDTH ..When used In areas requiring Impact protection,this product REQUIRES the use of approved Impact resistant shutters or other external protection. 6.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 9,installation anchors should be at least 3f4"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 silicon caulk. Make sure surfaces are completely free from all old caulk,damaged wood,wood Rbem,grease,all dirt,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 someday of which the silicone caulk Is to applied.For more details see"New Construction Installation Instructions"on Simanton.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 0.0, including the new window(s).Use a backer rod on all Joints�3/4"deep andlorwidar than 174•. Finished caulk joint should be a minimum o1316'deep and make foil contact WIDTH JHFIII 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 pockets. 71" 96" 17" _ BAA 5" 8O' 23" ±35 PSF DISCLOSURE STATEMENT �SIMONTON' B IN0412 7 71" 80" 23' This document Is the property of Simonton Mndow&which S Dimensional Tolerances : 71' BD" 23' *50 PSF retain,all proprietary and other rights to Its sub)ect matter, C Unless Otherwise Saecified w r N o o w s T.D.D. jU`a'41t/:ID/09 This document Is provided to the r alplont on the xproeaed 0 1EMP 1 Cachrsne Avenue CHECKED une DATE: CIRCLED ANCHORS REQUIRED ONLY FOR —dill..thatIt is not to be dlsdoeed.rsproduaed M whole ar Peonaboro,WV 26415 95x8D AND 71x80-DP35. part,norused in con)—floe with the design,manufacture or Decimals Angles ALE: HEET: APP•- DY:DATE: repair,or goods for anyone other than Simonton Windows wllhout Its consent This restriction does not limit the %*,pJ ITT 1 of 1 ZIP' rights to utilize Information contained In this URFACE AREA: j(% 01 0' JO min. S RIES: document which is property obtained from another source. NISH TREATMENT: .XXX#.DOS 05-05 2-PANEL PATIO DOOR nTLE: FILE:IN0412 2X BUCK RETROFIT INSTALLATION(AS TESTED 5 GORE '.$,.twa:� •�-e� :».r%.--.,w '•_'": ;Lx.te"*"';.� �„ -�,�F.•z<:_ •.:.s,,' .a�2.".-',s-^�,�y;o=;�,`-":"="y;�•�=`>4'' �e^e� a'^�y ;i• ric,�.. .z� �, ��"s,; Y(n '• .-ti'- G �_�.,"t,�.�'ri�{'—�.v.. wn.,v:w�0., '"`Gs,..e-Ca^ .>.n.» .'u�°w": s.nR.•-^•�. » Wiz;4. `•y'3 :.A. �'SY"^.,,i."�" w's`m '�''•,.`. , .. v.t}"+�-�. _L^-- ':Sr� - t:t•c n - BCIS Home Log In User Registration Hot Topics Submit Surcharge ? Stats&Facts j Publications Contact Us i BCIS Site Map Links ? Search F!L�fl�B Product Approval -_, USER:Public User Product Approval Menu>Product or Aoplication Search>Ap-plication Ust>Application Detail ERNE"" r FL# x FL1435-R22 Application Type ' Revision Code Version 2017 ? Application Status Approved tt %, *Approved--b' BPR.Approvals by DBPR shall be reviewed and ratified by "^ :E4';t1tie POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice, FL 34275 \I)1 (941)486-0100 Ext22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Lynn Miller, P.E. Address/Phone/Email 1070 Technology Or N Venice, FL 34275 (941)486-0100 Ext21142 Imiiler@pgtindustries.com Quality Assurance Representative Address/Phone/Email - - - - Category 1A Windows *.•. �t v q. Subcategory ;,,-,Single Hung Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Steven M, Urich, PE Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/IS2/A440 2011 AAMA/WDMA/CSA 101/IS2/A440 2008 ANSI/AAMA/WDMA 101/I.S.2/NAPS 2002 ASTM E1886 2005 ASTM E1996 2012 ASTM E283 2004 ASTM E330 2002 Equivalence of Product Standards Certified By Product Approval Method Method I Option A Date Submitted 10/24/2018 Date Validated 10/24/2018 Date Pending FBC Approval Date Approved 10/26/2018 Summary of Products FL# Model, Number or Name Description 1435.1 j SH -200 Aluminum Single Hung Window(Std, Meeting Rail, inc. Pass- Thru) Limits of Use Certification Agency Certificate Approved for use in HVHZ. No FL1435 R22 C CAC Cert-SH200.pd Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 02/16/2022 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R22 11_2UZ200.p f!L pressure,size and anchorage information.The Pass-Thru Verified By: A. Lynn Miller, PE 58705 version was not tested for water infiltration. Created by Independent Third Party: No Evaluation Reports FL1435 R22 AE SH-200 STD Evaluation 0917.pdf Created by Independent Third Party: No 1435.2 SH - 200 HD Aluminum Single Hung Window(with HD Meeting Rail) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R22 C CAC 190-1003CAR2.pd Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant; No 01/08/2020 Design Pressure: N/A Installation Instructions Other* Please see the Installation Instructions for design FL1435 R22 II SH-200HD,pd pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R22 AE SH-200 HD Evaluation 0917.p!lf Created by Independent Third Party: No 1435.3 SH -800 WjnGuard Multistory Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R22 C CAC Certification SH800 C.pd Approved for use outside HVHZ. Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/07/2020 Design Pressure- N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R22 11 SH-800c.pd pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435-R22 AE SH800 Eval 0917.pdf Created by Independent Third Party: No 1435.4 SHL-5400 EnergyVue Vinyl Single Hung Window it Limits of Use Certification Agency Certificate -Approved for use HVHZ: No FL1435 R22 C CAC Certification -SH5400.pd Approved for u,"Pe outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact kesistant:Ao 08/13/2021 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R22 11 SH-5400.pdf pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. S8705 Created by Independent Third Party: No Evaluation Reports FL1435 R22 AE SH-5400 Evaluation 0917.p—df Created by Independent Third Party: No 1435.5 SH-5500 WinGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R22 C CAC Certification -SH5500.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 10/01/2021 Design Pressure: N/A Installation Instructions Other- Please see the Installation Instructions f6r-desi-g-'n FL1435 R22 II SH-5S00.pd pressure;size and anchorage information. Verified By: A. Lynn Miller, P.E.58705 Created'by Independent Third Party: No Evaluation Reports FL1435 R22 AE SH-5500 Evaluation 0917.oclf Created by Independent Third Party: No MAX.BUCK WIDTH _ MAX.BUCK WIDTH SEE TABLE 1 SEE TABLE 1 26' MAX.BUCK WIDTH 28" _ 12" 0�' SEE TABLE 1 A MAX. Imo— B.SEE_ MAX. 2-MAX. B.SEE_ MAX. O'C' I SHEET 3 a D,SEE —�-{ �- 4"MAX.O.C. 1 SHEET 3 SHEET 4 L A.SEE A.SEE SHEET 3� 12"MAX. C.SEE T' .AX SHEETS 12"MAX• SHEET4�17.067"MAX.O.C.—I 17.8 AX.O.C.MAX.BUCK 4'MAX. QUCK _ HEIGHT SEE O.C. HEIGHT SEE T TABLE 1 MAX.BUCK X HEIGHT SEE TABLE 1 10'MAX.O.C. O TABLE x 4 / 1P.773'MAX.O.C. — 10 MAX. A C / _ / Ay{,-13.773"MAX.O.C. e-112'MAX. / 8-1f2'MAX B NO ANCHORS A7 SILL ` NO ANCHORS AT SILL D 2' ELE''ATION FOR TYP.FLANGE FRAME, ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME, ELEVATION FOR TYP.EQUAL LEG FRAME, EQUAL-LITE CONFIGURATIO P-,OVIEW/ORIEL CONFIGURATION EQUAL-LITE CONFIGURATION ` N (COTTAGE SIMILAR) (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONSI I i 1 TABLE 1: GENERAL NOTES:SERIES 5400 NON-IMPACT RESISTANT Window Buck Size Reint. Design Pressure Certification Configuration j VINYL SINGLE HUNG WINDOW Width Height Level (+)pst (_)pst (CAR)Number 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE 40" 63" Equal-lite R4 50.0 70.0 190-1022 REQUIREMENTS OF THE FLORIDA BUILDING CODE. 36" 62° Equal-life SHAPES MAYBE USED BY INSCRIBING THE SHAPE IN 2)ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED 1X 36" 62" Std.ProView R4 50.0 50.0 190-1027 A BLOCK AND OBTAINING INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY 36" 679/16" Custom Sash DESIGN PRESSURES FOR TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER. - THAT BLOCK SIZE FROM 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER 52-1/8" 84• Equal-lite THE TABLE ON THIS SHEET, LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). 52-118" 84" Std.ProView R1 50.0 50.0 190-1021 3)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING 52-118" 91-13/16" Custom Sash OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT.INSTALLATION 52-1/8" 84" Equal-life I ANCHORS SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS 52-1/8" 84" Std.ProView R2 65,0 70.0 190-1026 BEYOND THE SCOPE OF THESE INSTRUCTIONS. '52-118" 91-13116" Custom Sash „1.. 4)MAX.114'SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF •:;�r TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 5)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE L VINYL SH WINDOW FPA(NON-IMPACT) 0 12/13/14 . I'•�'`• WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE u i 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS ( o GENERAL NOTES&ELEVATIONS o m J ROSOWSKI ,'•. G� �• �� PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER > _° _ DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA CER.T.OF AUTH.N29296 �� /CI"•D ' BUILDING CODE FOR CORROSION RESISTANCE. 10701'I;CHNOLOGY DRIVE $ "i1=:i'i,':1.••,;; N.VEI ICE,FL34275 (941)-n"A-1600 SH-5400 N NTS 1 OF 4 o i FPA-5400.0 a z° A.LYNN MILLER,P.E. P.E.a 58705 TABLE 2:ANCHORS INSTALLED THROUGH FRAME TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN in.Min.Edge M Anchor Substrate Min.Edge Min. Anchor Substrate Distance Embedment Distance Embedment #to gms P.T.gout hem Pine(SG=0.55) 7176- 1-Y8' 2.112"x.131"Common Nail P.T.Southern Pine(SG=.65) 9/16" 2-7/16" (steel,18-8 S.S. Steel,A36 3/9' 0.050`1 Max.DIP Of WO or 410 S.S.) —Steel Stud,A663 Gr.33 3/8" 0.0346"(20 Ga.) 2-1W x.131"Ring-shank NO) P.T.Southern Pine(SG=.55) 911W 2-7116' Max.DIP of 50.0 Aluminum,6063-T5 3/9' 0,0713"(14 Ga.) 2-1/2"x.145"Roofing Nail P.T.Southern Pine(SG=.55) 9/16" 2-7/16" #12 SMS P.T.Southem Pine(SG=0,66) 0116' I'VIT, P.T.Southem Pine(SG=.55) 3/4" 1-318, Steel,A36 31W 0.050" #10 SMS --- (steel,1M S.S. Steel Stud,AB53 Gr.33 5/9, 0.0346"(2D Ga.) (steel,I"S.S. Aluminum,6063-TS 31W 0.0713"(14 Ga.) or 410 S.S.) Aluminum,6063-T5 3/9' 0.0713"(14 Ga.) or 410 S.S.) Steel Stud,Gr.33 3/8" .0.0346'(20 Ga.) 3/16"Ultracon P.T.Southem Pine(SG-0.55) 71161, 1-3M' Steel,A36 77j7_5i8- 0.050- (steel) Concrete(min.2.85 ksl) I" 1318 WINDOW SHAPES AS SHOWN BELOW OR Max.DIP of 50.0 SIMILAR,MAY BE USED BY INSCRIBING THE Ungrouted CMU,(ASTM C-90) 2-1/2" 1 1-1/4" ANCHOR NOTES: SHAPE IN A BLOCK AND OBTAINING DESIGN P.T.Southern Pine(SG=0.66) 11. i_vvl GE-7700 OR PRESSURES AND ANCHORAGE FOR THAT BLOCK 114"Ultracon Concrete(min,2.85 ksl) V 11�'V _ I)-UNGROUTED CMU*VALUES MAY DOW-791- SIZE FROM THE TABLE ON SHEET 1. BE USED FOR GROUTED CMU SILICONE (steel) Ungmuled CMU,(ASTM C-90) 2-1/2" 1-1/4" APPLICATIONS. GLASS WIDTH WIDTH (SG= k C 0 s T M 6 6 2-111" 38" V4 TM V C�90 1_1/4 Concrete(min.2.85 ksl) 2-1/2" 1-NI14" BITE TYP, 2)PANHEAD,FLATHEAD OR P.T.Southern Pine IS— EXTERIOR Ilf X 0 65 1 V HEXHEAD ARE ACCEPTABLE. 114"Crete-Flex Concrete(min.3.35 ksl) 11_y4" T STI 1� " 11 IAT(410S.S.) Ungmuted CMU,(ASTIM C-90 2-1/2" 1-1/4" 1)ANCHOR LENGTH TO 13E SO TI C40 1 1 ',MIN.OF 3 THREADS EXTEND 0 Concrete(min,3.35 ksi) 2-1/2" 1_W411" w Fu Ou 5 l_yB' BEYOND THE METAL SUBSTRATE, X Conemle(min,3.2�75 ksl) 1-1/2' 1-g: TYP. GLAZING DETAIL 1/4"Aggre-Gator (S a I VB. 1V8 P.T.Southem Pine(SG=--0.55) ill Jil (i S.S.) STM C�0) Z' W2 Ungrouted CMU,(ASTM C-90) Z' t A— P (EGLZT1UTSETS`NOWN) (PROVIEWIORIEL SHOWN) 314'NOM. 314,NOM, 718'NOM.. 7/8,NOM.. A 1/8"ANNEALED OR 3/16"ANNEALED OR TEMPERED GLASS TEMPERED GLASS 1 5116"A/A PVB 511 6"A/A PVB "AIR 1/2"AIR SPACE 3/8"AIR SPACE- 7/16SPACE 318"AIR SPACE 1/8"ANNEALED OR 3/16"ANNEALED OR F 1/8"ANNEALED OR 3/16"ANNEALED OR TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS DURASEAL, \0 DURASEAL, DURASEAL, DURASEAL, J� SUPERSPACER SUPERSPACE _. SUPERSPACER ER C _ SUPERSPA ER _ _ OR CARDINAL OR CARDINAL OR CARDINAL OR CARDINAL XL EDGE XL EDGE XL EDGE XL EDGE GLAZING TYPES LJL,, TABLE 4:REINFORCEMENT TYPES 0,0", Reinforcement REINFORCENT TYPE A REINFORCENT TYPE B REINFORCENT TYPE C Lower Lite Level Bottom Bottom Side "C-7CA per lice Bottom 12/13114 all Top Rail VINYL SH WINDOW FPA(NON-IMPACT) rRall Rail Rails G� GLASS/ANCHOR OPT �j J ROSOWSKI L ,01 RI B A A A T R2 C A A A R4 B A A N/A cE:r.OF AUTH.#29296 1070 XCHNOLOGY DRIVE N.VEN 10E.FL 34275 A.LYNN MILLER,P.E. 941 -W-1600 FPA-54011.0 P�E.#58705 PVS,INTERLAYER MANUFACTURED BY DUPONT INC,(AKA KURARNY AMERICA.INC.) T --�-I— EDGE DISTANCE SHOWN �9 T L ftA j/ '; - INSTALLED j/J / THROUGHIX BUCKSTRIP / EMBEDMENT FLANGE SHOWN ------/� SHOWN FRAME --- `j I INSTALLED DIRECTLY TO INSTALLED i SHOWN -���- - SUBSTRATE THROUGH IX r- - EMBEDMENT EMBEDMENT "� BUCKSTRIP _ I EDGE / D� \� �� DISTANCE 1 DISTANCE o � o I OPT.SASH TOP ; EDGE J LIFT RAIL /SUR$ ---- EXTERIOR / DISTANCE I a FI.'NGE EgUAI F 1k.ME 0 LEG S,IQWN BUCK WIDTH I' HORIZONTAL SECTION A-A SHOWN BUCK I HEIGHT I 10", INSTALLATION NOTES_ j EXTERIOR ' 1)SEE SHEET 1 FOR SPACING REQUIREMENTS. /I 2)SEE TABLE(S)ON SHEET 2 FOR ANCHORAGE AND i •I•,� a SUBSTRATE REQUIREMENTS. a 3)MAX.SHIM THICKNESS TO BE 114-. ; 4)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES OPT.SASH rljElX! \ ONLY AND MAY DIFFER TO MEET DESIGN FLANGE REQUIREMENTS. BOTTOM LIFT FRAME5)FIN ANDIOR FLANGE MAY BE REMOVED TO CREATE HANDLEILOCK SHOWN OTHER FRAME TYPES, EQUAL LEG FRAME EXTERIOR SHOWN INSTALLATION THROUGH L r� ❑ THE FRAME,INTO METAL NO ANCHORS ..+•' �"�••',�'i' •-' REQUIRED IN FLANGE OR '' � VINYLSH WINDOW FPA(NON-IMPACT) ' 12/13/14 � •'--•%''''�'' I EQUAL-LEG ''ry ' T % FRAME SILLS FLANGE&EQUAL-LEG/BOX FRAMES 11al J ROSOWSKI CEf OF AUTH.g29298 a �a "I<t'11"•''•. VERTICAL SECTION B-B -' —' 1070 T.'CHNOLOGY DRIVEo ,`'O;Tp.,_F'`'•' N.VEt.�CE,FL 34275 _ (941)-iI"0-1600 SH-5400 NTS 3 OF 4 z FPA-5400.0 r z° A LYNN MILLER,P.E. v, P.E.q 55705 f i • EDGE DISTANCE SPOWN INSTALLED SHOWN INSTALLED SHOWN INSTALLED THROUGH THE THROUGH THE THROUGH THE FRAME INTEGRAL FIN FRAME EMBEDMENT EDGE DISTA J-CHANNEL J EMBEDMENT FRAME SHOWN L�� D EMBEDMENT EDGE STANCE OPT.SASH TOP LIFT RAIL EXT ERIOR o q a FIN FRAME :HANNELi SHOWN ;HOWN BUCK WIDTH 0 HORIZONTAL SECTION C-C INSTALLATION NOTES: BUCK HEIGHT G 1)SEE SHEET 1 FOR SPACING REQUIREMENTS, 2)SEE TABLE(S)ON SHEET 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. 3)MAX.SHIM THICKNESS TO BE 1/4", EXTERIOR D DOGS 4)GLASS SHOWN 15 FOR ILLUSTRATIVE <3 PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. 5 FIN AND/OR FLANGE MAY BE REMOVED 0 TO CREATE OTHER FRAME TYPES. OPT,SASH f BOTTOM LIFT FIN FRAME AN.1EI_.T 1 K S OWN EXTERIOR FIN UT-FRIOR IN FRAME FRAME allOWN N INSTALLATION THROUGH INSTALLATION THROUGH THE F-7 El WE FRAME,INTO METAL INTEGRAL FIN,INTO METAL .L SHOWN NSTALLED ;DGE I THROUGH DISTANCE VINYL SH WINDOW FPA(NON-IMPACT) THE :EDGE F 12/13/14 -F=—DISTANCE J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI INTEGRAL FIN EMBEDMENT TJ. ,''' C m VERTICAL SECTION D-D 1070 Ti..CHNOLOGY DRIVE N.VEI,C E,FL 34275 A�LYNNMLUEFLP.E.1 (941)-,--0-1600 SH-5400 NTS 4 OF 4 FPA-5400.0 P.E.#58105