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9 7 , Q _ r�'nn�on City of Zephyrhills PERMIT NUMBER 5335 Eighth Street Zephyrhills, FL 33542 BAR-000087-2020 Phone: (813)780-0020 Issue Date: Fax: (813)780-0021 Permit Type: Add/Alter (Residential) Property Number . reet.Address 11 26 210010 14000 0120 .Owner'Information.. Permit Information' Contractor Information Name: MATTHEW LASETER Permit Type:Add/Alter(Residential) Contractor:THE HOME DEPOT Class of Work:Add/Alter Residentia Address: 38735 6Th Ave I Building Valuation:$3,967.00 ZEPHYRHILLS,FL 33542 Electrical Valuation:$0.00 Phone: (813)370-6970 Mechanical Valuation:$0.00 1 Plumbing Valuation: .00 _ Total Valuation:$3,96767.00 Total Fees:$89.76 Amount Paid:$0.00 _ (� �- (D ` Date Paid: Project Description, REPLACE 3 WINDOWS S/S Application Fees Building Plan Review Fee $29.92 Building Permit Fee $59.84 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. RACTOR SIGNATURE PE IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 22800 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 22800 Address: 38735 6TH AVE Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 11-26-21-0010-14000-0120 Improv. Cost: 3,967.00 OWNER INFORMATION Date Issued: 5/22/2020 Name: LASETER MATTHEW Total Fees: 89.76 Address: 38735 6TH AVE Amount Paid: 89.76 ZEPHYRHILLS, FL. 33542 Date Paid: 5/22/2020 Phone: (423)596-3310 Work Desc: REPLACE 3 WINDOWS S/S CONTRACTORS APPLICATION FEES THE HOME DEPOT BUILDING FEE 89.76 Ins ections Required F OTER 2ND ROUGH PLUMB MISC INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department ?? Q Date Received —t Lit Phone Contact for Permitting Owner's Name ZO-JA n Owner Phone Number 1 7(J 6� V Owner's Address 7 a� G / Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address / JOB ADDRESS - � (J7 LOT# I 1 �J SUBDIVISION 'J PARCEL ID# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED B NEW CONSTR B ADD/ALT = SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR Q COMM = OTHER TYPE OF CONSTRUCTION BLOCK 0 FRAME = STEEL f�= DESCRIPTION OF WORK V BUILDING SIZE SQ FOOTAGE HEIGHT -rc- -CrCrrCc-CCCLTc-�-rCc-rCc-c-CCL rCcr CC r-rc-CrCc-rrrl-rc-r=c-Crrrri� =BUILDING $ Z / VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ Z AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY U SIGNATURE n�/ REGISTERED ,/�Y/N FEE CURREN Y I Nam/ Address ' Ltd LZ /�( CY r ve License# ELECTRICIAN COMPANY i/ SIGNATURE REGISTERED Y/N FEE CURREN I Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED I Y/N FEE CURREN Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED I YIN FEE CURREN Y I N Address License# !1l11i1111!l11111i1[ill (ilT'll[1[1!!ii[li[1[t\1![1171/[ifli'![itif[[Ii 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 date.Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster,Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stornwater 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 Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public madways..needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department NOTICE OF DEED RESTRICTIONS:The undersigned understands that this 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"orfinal power release.If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance.Furthermore,if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended):If valuation of work is$2,500.00 or more,I certify that I,the applicant, have been provided with a copy of the"Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs.If the applicant is someone other than the"owner,I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT:I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development.Application is hereby made to obtain a permit to do work and installation as indicated.I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction,County and City codes,zoning regulations,and land development regulations in the jurisdiction.I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance.Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways.' - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-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 became invalid unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced.An extension may be requested,in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension.If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE CIE COMMENCEMENT. FLORIDA JURAT(F.S.117.0 OWNER OR AGENT CONTRACTO c'b a d swor ffirme )beforerrA this crib a d swam t a rme before e i b V a ersonally known to 7ile or has/have produced h 1 re pe y known to as/have produced tification. ntification. ry ublic Notary Public Commission !typed,, Commission o. _ Name of Nota d Name of Notary type mped 7C'!.j. 0 NI S T ATE OF FLORIDA p;PRYgsl Nancy J.Pacini °n NOTARY PUBLIC Cornn,�V 00079891 p ' �STATE OF FLORIDA S�Nc[ Expires •- .i 1 Cr mm#00079891 Expires 4/28/2021 f C • Plan Review Windows & Doors 1.) Need. manufacturing installation-specifications. 2) .Must.meetsections.R308 and.R612 of the.2017 F.R.C. 3) If windows are to be installed inside the historical district;.they will need to be approved bythe.historical committee. 4) No other work shall be permitted,(framing, plumbing; and mechanical) unless.otherwise specified.: 5) This is for replacement (glass-for glass) only, If you wish to change from screen or vinyl windows to glass;then additional information is required. 6) All windows:to wall connections shall be left visible for inspection. 7) All labeling and stickers.shall.remain..on windows until finaLinspectiori. 8) :No work shall:start without permit first: Home Improvement Agreement: Pagel Home Depot License #'s - For the most current listing www.Homedepot.com/LicenseNumbers FL: EC0001440, CGC1514813, CRC046858, CAC1813767, CFC1426021, CFC1427642, 22640, CAC 1818831, CCC1331113, CCC1331130 David Wilson Salesperson Name: Registration No. (if applicable): Home Depot U.S.A., Inc. ("Home Depot") or Service Provider named below will furnish, install and/ or service the equipment listed below at the price, terms and conditions as outlined on this form. laseter matt I Tampa 1-UC3EFWF Customer Last Name Customer First Name Store#/ Branch Name Customer Lead/ PO# 38735 6th Avenue I Zephyrhills I IFL 1 133542 Customer Address City State Zip (813) 370-6970 fa50driver@yahoo.com Home Phone# Work Phone# Cell Phone# Customer Email Address NOTICE OF RIGHT TO CANCEL: YOU MAY CANCEL THIS AGREEMENT WITHOUT PENALTY OR OBLIGATION BY DELIVERING WRITTEN NOTICE TO HOME DEPOT AT: 9208 Florida Palm Drive Tampa FL 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 ACKNOVAXDGE T AT YOU HAVE BEEN GIVEN ORAL AND WRITTEN NOTICE OF UR RIGHT TO COCEL. Acknowledged by: 05/11/2020 Customer's SI natu 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: $ 3967.00 Includes all applicable taxes. Excludes finance charges.* Sales Tax: $ 10.00 (If applicable) *Maximum deposit ONLY applicable in MD, MCI, ME(3396), NJ, Wl(99%) Dep. 1100 % Deposit Amount $ 13967.00 Remaining Balance $ 0.00 The Home Depot-2455 Paces Ferry Road,N.W.Bldg.B-3,Atlanta,Georgia 30339-Customer Care:1-600-466-3337 460FIHDE Customer Agreement(24 Jul.18) Generated Date rF/11�7�7n Lead/Po# 1-11CUEWF v 0.1.11 1 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 o Work which appears on page 0 of this Agreement. Anticipated Delivery Date/Installation Schedule Approximate Start Date: 07/06/2020 7 Approximate Finish Date: 08/03/2020 1 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 jpipialing 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 copy of this AZgWnent Keep it to protect your legal rights. X 05/11/2020 The Home Depot Customer's Sig ature Date Service Provider Name X 1 105/11/2020 9208 Florida Palm Drive Co-Signer (if applicable) Date Service Provider Address X 1 105/11/2020 7 Tampa FL 33619 Signature On Behalf of Home Depot Date City 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 460FI HOE Customer Agreement(24 Jul.18) Generated Date �5�L1�n2(� Lead/Po# 1-iir3GFU/F v 0.1.11 y �xT ,r r :Y e �f'.,�::x:_�::-)ram•.,,,, ..,�?,'t„;, .� » _- y. .„.,,..^...,-k .:.,nry>:,Yi+(ram...,_,,.'-.�•- i:n.-. '���r�' _ Y: i -t q!' w �e - r :j- e., _ t.' , , A �; 'K l r ALDjjV R©UHF -rRIC C ���, . EVA NC ._ r I)HVAHE rZEP CES HY EMI CC_ S , : , , - -e, e. • m r Y .. .nor•., d ` , I.K.. tr' w ^ X 1 Sneaz I of DEALER NAME THD AT HOME SERVICES BOX/CRATE ORDER EMAIL SENT TIME 01:33103 SALES CONSULTANT David Wilson YES NO YES NO DATE 0611112D20 ORDERED BY POT USE CSR d EXT TOM V.a21326 ALICE W..21343 ORDERED BY PHONE# S.O.# I DEALER# 12228 CITY,STATE SHIP DATE CUSTOMER matt lasaler SHIP TO# SHIP VIA JOB# 1•UC3EFWF MDz7 YES NO LEAD TIME AUTH PO# IF'NO'INDICATE STANDARDS DESIRED CHECKER'S INITIALS ' W WGUARD(IMPACT) ENERGYVUE(NON-IMPACT) REQUIRED FOR MIAMI DADE: SOLD ON PROMO YES NO REMODEL NEW CONSTRUCTION WOOD OPENING #12 WOOD SCREW 1/4'SS TAPCON 1/4'SS4 CRETEFLEX CONCRETE OPENING ' FINISH OF ENING SIZE ♦♦♦•. SLIDE QIRFCTI GRIDS ♦• x s � Giloe O 1ss . .;.. FLANGE= - :.. °.='.. '.$TD X.Operd,Un9 .''f: -TYPE TPP L{ardvfarp' 0 7ONS,F ' ' PGT SPEC. „ar:BOX:: )WIDTH NEIGH a Orr REV B Szazianary_ NANI IN4.. .', FLAT!(F:ar-. BOTTOM m" .:_ iiir'agng MISCJTEMS ?Wll)TH NEIGH ...m.. 3t' STACK Vlah ed Irani the outside .'COUNT ROOM O .SERIES# '�CODE ,FRAME -INTERIOR :EXTERIOR .'::(in.)°� '(in:)� ':UI'� 4a� '(RH�ar-LH) ".�.! SCULPTURED S)'PATTEtiN ,or-.AI.L �� 4 `.;qF:: :' 8 Mull9 BODE �.:,{in.) � {in) i DV 6600 DH B WN WH 25 64 29 Standard,Standa LSk rd:WHT 2 UV 5500 PW B wit WH 42 54 96 Standard LSR 3 LIV 6600 DR a WH WH 25 54 _ _ 79 _ StandardAtanda LSR rd:WHT 1011 I have reviewed and agreed with all job specifica lions and the Special Terms A Condil/ons on the back of the yellow(Customer)copy. Customer Signature - ,:Zq.a •."�. s•�: is<:=.°S'M�-��.�'.�_�s� ��:>�`a�'=-�F �?`="�"' ..!_..i.: - ,.:Vic' BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links I Search bFurida Product Approval • USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL5167-R30 Application Type Revision Code Version ` _, 2017 Application Status : . Approved �-•s-�.::..9pprovedT'by>DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments - Archived �'�� ' Product Manufacturer Simonton/Ply Gem Windows Address/Phone/Email 5020 Weston Parkway -.,-,Suite-300— Cary;'NC-`275f3' -- - (800) 542-9118 Ext413596" luanne.harris@cornerstone-bb.com,, Authorized Signature Luanne Harris luanne.harris@cornerstone-bb.com Technical Representative Luanne Harris Address/Phone/Email 3948 Townsfair WUL WORK Suite 200 . CODES F SHALL CC�f�L�° Columbus,OH 4 �11® L®RIDA SOLDP WITH PREVAIL,,,, (614) 532-3 6 l ' NAL LEC�°RIC G CODE luann 641L]��' CRDII� �S CFZE H Quality Assurance Representative AAMA Address/Phone/Email 1827 Walden Office Square Suite 550 REVIEW DATE MAY. 1 9•.2020 Schaumburg,IL 60173 (847)303-5664 CITY OF y�ZEPHYRH' CVndows bmaster-@aamMINERper /v)Category Subcategory uble kiU.0, 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 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 Summary of Products I Fli.# Model, Number or Name Description 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 PSO.pdf Approved for use outside HVHZ:Yes FL5167 R30 C CAC 07-09 OH 37x76 R PG65.pd Impact Resistant: No FL5167 R30 C CAC 07-09 DH 37x84 R PG60.odf i Design Pressure:N/A FL5167 R30 C CAC 07-09 DH 44x63 PSO.pdf I Other- 48x80(+/-25 PSF), 56x84(+/-25 PSF), 3 3x76 (+/-50 FL5167 R30 C CAC 07-09 DH 47x71 R PGSO.p�df PSF), 36x63 (+/-50 PSF),44x64(+/-50 PSF),47x FL5167 R30 C CAC 07-09 DH 48x80 R25.p_d PSF),37x84(+/-60 PSF),37x76(+65/-70 PSF) FL5167 R30 C CAC 07-09 DH 53x76 RSO;pd FL5167 R30 C CAC 07-09 OH 56x84 R PG25.pd FL5167 R30 C CAC 07-09-10-20 and 08-09-10-20 FL5167 R30 C CAC 07-75 waiver to 07-09.pd Quality Assurance Contract Expiration Date 04/19/2020 Installation Instructions FL5167 R30 11 IN0066-Rll 07-09 07-10 07-20 DH IX.pd FL5167 R30 II IN0067 07-09 07-10 07-20 DH 2X.pd Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5167,R30 AE EvalRelqort-IN0066-R11,jqdf Created by Independent Third Party: Yes 15167.2 07-09,07-10 and 07-20 Reflections 5500, PerfeXion Platinum Vinyl Double Hung with Transom Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5167 R30 C CAC 07-09 OH w Transom 53x130 R PG50,pd Approved for use outside HVHZ:Yes FL5167 R30 C CAC 07-09-10-20 and 08-09-10-20 - Impact Resistant:No MiLve—r Pff Design Pressure:+50/-50 FLS167 R30 C CAC 07-75 waiver tg_QZ:ga.pdf Cither: 53x130 Quality Assurance Contract Expiration Date 04/19/2020 Installation Instructions FL5167 R30 II IN0063 07-09 07-10 07-20 DH w Transom Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: i 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 PGSQ.pdf Approved for use outside HVHZ:Yes FL5167 R30 C CAC 07-09 OH Triple 160x76 R PGSO,pdf I Impact Resistant: No FL5167 R30 C CAC 07-09-10-20 and 08-09-10-20 Design Pressure: +50/-50 ±aLv_er pdf Other: 160x76, 126x76 FL5167 R30 C CAC 07-75 waiver to 07-09.pd Quality Assurance Contract Expiration Date 04/19/7020 Installation Instructions FL5167 R30 IT IN055S 07-09 07-10 07-20 DH Twin-Triple 2X.p!jf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15167.4 07-09,07-10 and 07-20 Reflections SSOO, PerfeXion Platinum Vinyl Double Hung Triple I with 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 . 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) I 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 Quality Assurance Contract Expiration Date 09/12/2021 Installation Instructions FL5167 R30 II IN0432b 43-40 43-45 DH-2X.pdf I FL5167 R30 II IN0434-R7 43-30 43-45 DH-1X.pdf j Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5167 R30 AE Eva lReport-IN0434-R7.pdf Created by Independent Third Party: Yes 5167.14 43-50(Three-Step Sill) 6100 VantagePointe,Asure, PerfeXion Silver Vinyl Double Hung Limits of Use Certification Agency 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 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 I PSF), 32x62 (+/-50 PSF),36x74(+/-50 PSF) Quality Assurance Contract Expiration Date 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 � ;r. Created by Independent Third Party: -� Evaluation Reports FL5167 R30 AE EvalReport-IN0569-R3.pdf Created by Independent Third Party: Yes `1P F ` 5167.15 75-75,75-09,07-75, 07-09, 07-10 Reflections 5500, Generations,Impressions 9800,6500 and 07-20 VantagePointe, PerfeXion Platinum Vinyl Double Hung Limits of U"se � Certification Agency Certificate Approved for useAn 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 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.p2f i Other:48x80(+/-25 PSF), 53x74(+/-30 PSF), 48x80 (+/-35 FL5167 R30 C CAC 07-75 DH 53x74 R PG30.pdf i PSF), 52x71 (+/-35 PSF), 53x80(+/-40 PSF),36x63 (+/-50 FL5167 R30 C CAC 07-75 DH 53x80 R PG40.pdf PSF), 3604(+/-50 PSF), 3602(+/-55) FL5167 R30 C CAC 07-75 waiver to 07-09.pdf FL5167 R30 C CAC 75-75 DH 36x63 R PGSO.pdf FLS167 R30 C CAC 75-75 DH 36x72 R PGSS.pdf FL5167 R30 C CAC 75-75 DH 36x74 LC50.pdf FL5167 R30 C CAC 75-75 DH 48x80 LC PG25.pdf FL5167 R30 C CAC 75-75 DH 52x71 R PG35.pdf j FL5167 R30 C CAC ACP-05 SIM 07-75 DH HS PW frame 07- 09.pdf j FL5167 R30 C CAC ACP-05 SIM 75-75, 07-09, 07-75, 07-09,_ 75-10,75-20 DH frame.pdf Quality Assurance Contract Expiration Date 03/25/2020 i Installation Instructions j FL5167 R30 II IN0113 75-75 75-09 07-75 07-09 07-10 07- i 20 DH 2X.pdf FL5167 R30 II IN0132-R11 75-75 75-09 07-75 07-09 07-10 07-20 DH 1X.pdf F Verified By: American Architectural Manufacturers Association C Created by Independent Third Party: Evaluation Reports j FL5167 R30 AE EvalReport-IN0132-R11, df i Created by Independent Third Party: Yes 15167.16 75-75, 75-09,07-75, 07-09, 07-10 Reflections 5500,Generations,Impressions 9800, 6500 and 07-20 VangtagePointe, PerfeXion Platinum Double Hung H-Mulled Triple Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5167 R30 C CAC 07-09-10-20 and 08-09-10-20 i Approved for use outside HVHZ:Yes Waiver.pdf j Impact Resistant: No FL5167 R30 C CAC 07-75 waiver to 07-09.pdf Design Pressure: +SO/-50 FL5167 R30 C CAC 75-75 DH Triple 109x74 R PG50.pdf j Other: 109x74(+/-50 PSF) Quality Assurance Contract Expiration Date 09/13/2021 Installation Instructions FL5167 R30 II IN0060 75-75 DH Triple or Twin 2X.pdf C Verified By: American Architectural Manufacturers'Association Created by Independent Third Party: i MODEL DESIGNATION: Simonton Double Hung Series 75-75/75-09/07-75/ NO P.E.SEAL REQUIRED REV.NO REVISIONS: REVISED BY: DATE: 07-09/07-10/07-20 Vinyl Window INSTALLATION SUPPORTED 10 UPDATED SIZES PER NEW TESTING. T.O.D. 01/29/14 MAXIMUM OVERALL NOMINAL SIZE: See Size Chart 2X BUCK BY AAMA TEST REPORTS 11 ADDED MIN.EDGE DISTANCE NOTES GJM 06/16/15 12 ADDED NEW SIZE TO CHART LMH 07/10/15 DESIGN PRESSURE RATING: See Size Chart SILICONE CAULK 13 ADDED NOTES 12&13-AAMA 800 LMH 00/18/16 SEE NOTES 13&14 14 UPDATED SIZES PER NEW TESTING. MIN 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. 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 #8 X 2 1/2"MIN. DP RATING lD WIDTH HEIGHT �1 HEAD WOOD SCREW W. "H" 1 48" 80" t25 PSF 53" 74" f30 PSF 3/4"MIN.EDGE DIST. 4 48" 80" ±35 PSF �- 52" 71" S.SILICONE CAULK SILICONE CAULK " 63"" t40 PSF 36" SEE NOTES 13&14 SEE NOTES 13&14 �— 36" 74" f50 PSF SILICONE CAULK _ ` ' 36" 72" ±55 PSF SEE NOTES 13&14 1 JAMB 0 X 3 W 2X BUCK U-1 v 1 SILL NOTES: 1.This installation has been evaluated for use In locations adhering to the Florida Building Codes and where pressure requirements as determined J 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 window must be caulked. Interior caulking Is optional unless noted otherwise. w 3.Anchors shall be as specified and spaced as shown.Anchor embedment to base material shall be beyond wall dressing or stucco and Into wood. > 4.The responsibility for selection of Simonton products to meet any applicable local laws,building codes,ordinances,or other safety requirements 0 rests solely with the architect,building owner,or contractor. X 5.Shims are optional.Max.shim stack is 1/4". < " 6.Wood bucks(by others)must be engineered and anchored property to transfer loads to the structure. 7.When used In areas requiring Impact protection this product REQUIRES the use of approved impact resistant shutters or other external = protection. B. 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. j 11.This product complies with ASTM E 1300. 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: rAPPRV'D O IN : R"Wit MAX. OVERALL FRAME WIDTH DopertyUREmontonENT RMSFINISf1: ',SIMONTON' If" 14This document Is the property"f Simonton Wlndnws,which retains ell Dimensional Tle2nces B: DATE:Unless Otherwise Specified w I N D o w sproprietary entl other rights to Its zubJea matter.This doNment Is A OY&TEMPER: .D.O. 03/02/07 provided to the recipient en the expressed condition that It Is not to be 1 Cnchrant Avenue KED BY• DATE: dsclosed,reproduced In whole or part,nor used In conjunction with the Pennsborn,W V 26415design,manufacture or repair of goods far anyone other than Simonton E G O Decimals AnglesSfA�: SHEET: BY: DATE: Windows without Its consent.This restriction does not limit the FIT 1 of 1 recipient's rights to utilize Information contained In this document which SURFACE AREA: P M .X 4.03 " Is properly obtained from another source. .xx•.01 0°30 mlo. SERIES: 75-75 75-09 07-75 FINISH TREATMENT: .XXX d:.005 07-09/07-10/07-20 DOUBLE HUNG TRLE: FILE:FL 5176.15 2x BUCK INSTALLATION(AS TESTED) Simonton g series MODEL DESIGNATION: Simon/07Doul0 Hun vinyl Wlndow5/07-75/75-09/ ���j41�tORELV,���i� �-7" Rs' REVISIONS: REVISED BY: DATE: �"'C' .1//'G 04/1J/2018 AooEOI+mEslselE T.G... unoAl MAXIMUM OVERALL NOMINAL SIZE: See Size Chart V4"\G E NS 'QA�i Lucas Turner LUCAS A.TURNER,P.E. V �' F••,1•�'� AOOEp NIN.FOGF GIST.HOIE 6.IS 06/I9/IS J; .0 2018-04-24 FL PE 0 56201 DESIGN PRESSURE RATING See Size Chad ��. No 58201 1i1: 12:12+20;00 TURNER ENGINEERING& mNinnFte suosm—esnFerz [wr mrryn , USABLE CONFIGURATIONS: % •"�" * `*w (COA(I 2 CONSULTING 9779)INC. to AGGED AN[HGn nEsr.BIRENENTe To el plMT. e9/rytr % -a 1239 JABARA AVE, morass to srzE piMr. Duane GENERAL DESCRIPTION: The head,sill,and side Jambs are extruded PVC.The Wall thickness STATE OF ;•01 Z NORTH PORT, FL 34288 through which the anchor screw penetrates Is a minimum of 0.142". 0rf, PH.941-380-1574 P: C MIN.EDGE DIST. ��S C R:O G\� SEE TABLE 1 /ltffrtetltl INSTALLATION FASTENER SEE TABLE 1 SUBSTRATE SIZE CHART BY OTHERS 6"MAX�I 6"MAX I OVERALL SIZE SILICONE CAULK MIN.EMBED. CIRCLED (N.PERIMETER) SEE TABLE 1 WIDTH HEIGHT ANCHOR DP RATING SEE NOTES 15&16 "W" "H" LOCATIONS SILICONE LK MIN.EMBED. Q RE UIRED? (INT.PERIMETER) SEE TABLE 1 \ x 48" 80" NO f25 PSF SEE NOTES 15&16 g 48" 80" NO\ f35 PSF 1/4"MAX.SHIM SILICONE CAULK Z 52" 71" NO SUBSTRATES O'SEN. METER) 1O IS&16 53" 80" YES 4:40 PSF BY OTHERS 36" 63" NO t50 PSF HEAD SHIM v 36" 72. ErLh INSTALLATION FASTENER 36" 72" YES t55 PSF SEE TABLE 1 CIRCLED ANCHOR LOCATIONS 1/4"MAX.SHIM NREQUIRED FOR SOME SIZES, 5EE SIZE CHARTSILICONE CAULK SEE NOTES I5&16 SILICONE CAULK MIN.EDGE DIST.EE NOTES 15&16 SUBSTRATE SEE TABLE 1 ULK BY OTHERS . METER) >o SEE NOTES 1S&16 T m SILL ]AMB 7n " NOTES �-/�— 1.This Installation has been evaluated for use In locations adhering to the Florida Building Code outside the HVHZ,and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure ratings herein. 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 1 according to substrate type.A minimum center-to-center spacing of 3"shall be maintained between all Elco Ultracons In any direction. 4.Anchor embedment to substrate shall be beyond wall dressing or stucco.For masonry openings with wood bucks less than 1-1/2"thick,embedment shall be beyond wood bucks,If used,and Into masonry substrate.Wood bucks with masonry are optional. 5.Wood or masonry openings,bucks,and buck fasteners,by others,shall be properly designed and Installed to transfer wind loads to the structure. \ —L 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 T-r architect,building owner,or contractor. 7.Shims are required where gaps of greater than 1/16"exist between opening and frame.Max.shim stack Is 1/4". Shims shall be load-bearing and capable of transferring loads to the substrate. d B.When used In areas requiring Impact protection,this product REQUIRES the use of approved Impact resistant shutters of Other external protection. 9."W"MAX.OVERALL FRAME WIDTH Sealing and flashing by others should be applied using the ASTM E 2112 methodology appropriate for the opening Into which the product Is being Installed. Overall water penetration resistance of the Installed product Is not addressed In this drawing and Is the responsibility of others. 10.Glazing shall comply with ASTM E 1300. 1O 11.All fasteners penetrating into pressure treated wood shall be capable of preventing corrosion due to reaction with pressure treatment chemicals. Any dissimilar materials that come Into contact shall be protected to prevent reactions In accordance with code requirements. 12.A wind load duration factor Cd=1.6 was used for the analysis of wood screws only. TABLE 1: INSTALLATION FASTENERS TABLE 13.Products shall be constructed as specified In test reports ATI-A6989.01-501-47,ATI-C9020.01-501-47,ATI-C9025.01-501-47,ATT-D2914.01-109-47, ID SUBSTRATE TYPE ANCHOR TYPE MIN. EMBED MIN. EDGE ATI-02916.01-109-47,ATI-C2266.01-309-47 AND ATI-DO300.01-501-47-r0. DISTANCE 14.Designatlon"X"and"O"stand for the following: X:Operable Panel-O:Fixed Panel. A CONCRETE 2 KSI MIN. 3/16'IIW 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 detalls visit 0 LO OR GROUT-FILLED CM 3 16•IIW TAPCON 1" 2" B Slmonton.com. 117 PCF MIN. / 16.Use a backer rod on all joints>3 4"deepand/or wider than 1 4". Finished caulk joint should be a minimum of 3/8"deep. C 2X MMI55 SOUTHERN PINE WOOD 3/16-nW TAPCON 1-3/8" 7/8' / / MATERIAL: / 7DRAWIN : RD2X SO ERN PI OOD r10 WOOD SCREW 1-J B• 7 B" DISCLOSURE STATEMENT RMSFlNISH: l SIMONTON� 11 N*55. / / This document Is the property of Simonton Windows,which retains all Dimensional Tolerances %/ us/EE AUE 0.060 IN. STEEL 10-6ITV/TEKS proprietary and other rights to Its subject matter.ThIs document Is unless Otherwise Specified w I N u u w s 33KS YIELD MIN. SELF-DRI WNG SCREW FULL THREAD 1/2" prmided to the redWent on the expressed mnd0mn that R Is not to be Al DY A TEMPER: I Cochrane Avenue E; D7 dlsd—dl,re PNnshpm WV 26415E: ALU fi08J-5 MIN. OR 10 GRADE 5 5 LF-TAPPI G n.oduced In whale cur party nor used IN canjundlon with the wEIG T; vowM; De4mals nngles F 1 B"STEEL 36 KS I MIN. DRILLING SCREW FULL THREAD 1/2" design,manufacture or repair of goods for anyone other than Simonton SHEET:Windows without Its consent.This reslrlcu-does not limit the SCALE: ApPRV'D BY; DATE: recipient's rights to utillze Information contained In this document which SURFACE AREA: P R E: .X*.03 FIT Is properly obtained from another source. .xx*.01 0"30 In. SERIES: FINISH TREATMENT: .Xxx*.005 7S-75/07-75/75.09/07-09/07-10/07-20 DH FlLE:FL 5I67.15 TITLE: IX BUCK INSTALLATION �r ,_ -•� _ .� ,:�..-.'� _ Wiz:. �._. SCIS Home I Login I User Registration . Hot Topics I Submit Surcharge I Stats&Pacts Publications ; Contact Us I. 86S Site Map'i Unks I„Search<` Florida All" Product Approval • ,,, USER:Public User w Product Aoproval Menu>Product or Ao licatil 4K..rch>Agpllcation List>Application Det�al - FL# FL5177-R27 Application Type Revision Code Version 2017 Application Status Approved w""'�*Approved by DBPR.Approv s by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments ""-- Archived " t� Product Manufacturer Simonton/Ply Gem Windows Address/Phone/Email �ti �' �.r,.3948 Townsfair Way,Suite 200 Columbus,OH 43219' (614)532-3596 luanne.harris@plygem.com Authorized Signature Luanne Harris luanne.harris@plygem.com Technical Representative Luanne Harris ALL WORK SHALL COMPLY WITH PREVAILING Address/Phone/Email 3948 TownsfaiATES FLORIDA BUILDING CODE, Suite 200 NA IONAL ELECTRIC CODE, Columbus,OH U��jNNHEt �CITY OF ZEPHYRHILLS Juan eshar s@tbyT`t6h1E$ MAY 1 9 2020 Quality Assurance Representative AAMA REVIEW DATE Address/Phone/Email 1827 Walden Office Square CITY OF ZEPHYRH Suite 5S0 Schaumburg,IL 60173 PLAN EXAMINER ($47)-303-5664 'si6F@a,aManet.org Category ;`y Windows Subcategory a'�X Fixed Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By American Architectural Manufacturers Association Referenced Standard and Year(of Standard) Standard Year AAMA 450 2010- AAMA/WDMA/CSA 101/I.S 2/A440 2008 AAMA/WDMA/CSA 101/I.S 2/A440 2005 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A i Date Submitted 05/28/2019 Date Validated 06/27/2019 Date Pending FBC Approval Date Approved 07/02/2019 Summary of Products FL# Model,Number or Name Description 5177.1 07-09 and 07-20 (Sunroom) Reflections 5500,PerfeXion Platinum Vinyl Fixed Window for Sunrooms Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5177 R27 C CAC 07-09 PW 37x84 R PG50.pdf Approved for use outside HVHZ:Yes FL5177 R27 C CAC 07-09 PW 74x63 LC55.pdf Impact Resistant: No FL5177 R27 C CAC 07-20 PW 9602 R PG45.pdf Design Pressure: N/A Quality Assurance Contract Expiration Date Other:37x84(+/-50 PSF),74x63 (+/-55 PSF),9602(+/-45 11/01/2019 PSF) Installation Instructions FLS177 R27 II IN0532 07-09 07-20 PW SUNROOM.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5177 R27 AE PER5930.pdf Created by Independent Third Party: Yes 5177.2 07-09,07-10,07-20 (Retrofit Reflections 5500,Impressions 9800, Generations,PerfeXion Installation) Platinum Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5177 R27 C CAC 07-09 PW 37x84 R PGSO.pdf Approved for use outside HVHZ:Yes FL5177 R27 C CAC 07-09 PW 74x63 LCSS.pdf Impact Resistant: No FL5177 R27 C CAC 07-09-10-20 and 08-09-10-20 Design Pressure: N/A Waiver.pdf Other: 74x63 (+/-55 PSF),37x84(+/-50 PSF) Quality Assurance Contract Expiration Date 09/21/2021 Installation Instructions FL5177 R27 I1 IN0108 07-09 07-10 07-20 PW 2X.pdf FL5177 R27 I1 INO111-R7 07-09 07-10 07-20 PW 1X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5177 R27 AE EvalReport-IN0111-R7-2017.pdf Created by Independent Third Party: Yes 5177.3 07-20 (Nailing Fin Installation) Reflections 5500,Impressions 9800,Generations, PerfeXion Platinum Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5177 R27 C CAC 07-20 PW 9602 R PG45(ext.)_pdf. Approved for use outside HVHZ:Yes FL5177 R27 C CAC 07-20 PW 37x84 R50.pdf Impact Resistant: No FL5177 R27 C CAC 07-20 PW 74x63 R PG60 (ext)_pdf Design Pressure: N/A Quality Assurance Contract Expiration Date Other: 9602(+/-45 PSF),37x84(+/-50 PSF), 74x63 (+/-60 11/01/2019 PSF) Installation Instructions FL5177 R27 I1 IN0514 07-20 PW 2X.pdf �• Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports ryS Created by Independent Third Party: '1 vl 5177.4 Y 07-75,07-09,07-10,07-20 Reflections 5500,Impressions 9800,Generations, PerfeXion Platinum,6500 VantagePointe Vinyl Fixed Window Limits of Use Certification Agency Certificate pproved for us '`in HVHZ: No FL5177 R27 C CAC 07-09-10-20 and 08-08-10-20 Approved for us outside HVHZ:Yes Waiver.pdf Impact Resistant: No FL5177 R27 C CAC 07-75 PW 63x63 LC PG55.pdf Design Pre sure:N/A FL5177 R27 C CAC 07-75 PW 72x63 LC PG65.gdf Other:96x72(+/-45 PSF),63x63 (+/-55 PSF),72x63 (+/-65 FL5177 R27 C CAC 07-75 PW 9602 LC PG45.odf PSF) FL5177 R27 C CAC ACP-05 SIM 07-75 DH HS PW frame 07- 09.pdf Quality Assurance Contract Expiration Date 11/17/2022 Installation Instructions FL5177 R27 II IN0221-R3 07-75 07-09 07-10 07-20 PW iX.pdf FL5177 R27 II IN0222-R6 07-75 07-09 07-10 07-20 PW 2X.pdf Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5177 R27 AE EvalReport-IN0221-R3.pdf Created by Independent Third Party: Yes 5177.5 08-08 ProFinish Contractor/Master, PerfeXion Contractor Vinyl Fixed (No Hinge) Casement Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5177 R27 C CAC 08-08 PW (Fin) 74x63 LC PGSS.pdf Approved for use outside HVHZ:Yes FL5177 R27 C CAC 08-08 PW(Fin) 96x72 LC PG25.pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A 04/26/2022 Other: 96x72(+/-25 PSF),74x63 (+/-55 PSF) Installation Instructions FL5177 R27 II IN0328 08-08 NH 2X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5177.6 08-09,08-10,08-20 Reflections 5500,Generations,Impressions 9800, 6100/6500 VantagePointe, PerfeXion Platinum Vinyl Fixed (No Hinge) Casement Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5177 R27 C CAC 07-09-10-20 and 08-09-10-20 Approved for use outside HVHZ:Yes Waiver.pdf Impact Resistant: No FL5177 R27 C CAC 08-09 PW 80x63 R PG60.pdf Design Pressure: N/A FL5177 R27 C CAC 08-09 PW 96x72 R PG55.pdf Other: 96x72(+/-55 PSF),80x63 (+/-60 PSF) Quality Assurance Contract Expiration Date 11/17/2022 Installation Instructions _ FL5177 R27 II IN0329-R5 08-09 NH 2X.pdf FL5177 R27 II IN0456-R4 08-09 NH 1X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5177 R27 AE EvalReport-IN0456-R4.pdf Created by Independent Third Party: Yes 5177.7 41-18 ProFinish Brickmould 300,PerfeXion BM 300 Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5177 R27 C CAC 41-18 PW 80x48 LCSS.pdf Approved for use outside HVHZ:Yes FL5177 R27 C CAC 41-18 PW 96x63 CSO.pdf Impact Resistant: No, FL5177 R27 C CAC 41-18 PW 96x72 LC30.pdf Design Pressure: N/A Quality Assurance Contract Expiration Date Other:96x72(+/-30 PSF),96x63 (+/-SO PSF),80x48(+/-55 05/21/2021 PSF) Installation Instructions FL5177 R27 II IN0237 41-18 PW 2X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5177.8 41-18 ProF"i'nish Brickmould 300,PerfeXion BM 300 Vinyl Fixed Window Twin Limits of Use Certification.Agency Certificate Approved for use in HVHZ: No FL5177 R27 C CAC 41-18 PW Twin 73x74 RSO.pdf Approved for use outside HVHZ:Yes FL5177 R27 C CAC 41-18 PW Twin 89x63 R30.pdf Impact Resistant: No FL5177 R27 C CAC 41-18 PW Twin 97x80 R25.pdf Design Pressure:N/A FL5177 R27 C CAC 41-18 PW Twin 97x80 R40.pdf . Other: 89x63(+/-30 PSF),97x80(+/-40 PSF),73x74(+/-50 Quality Assurance Contract Expiration Date PSF),97x80 (+/-25) 04/05/2021 Installation Instructions FL5177 R27 II IN0240 41-18 PW Twin 2X.odf Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5177.9 41-18 ProFinish Brickmould 300, PerfeXion BM 300 Vinyl Fixed Window Triple Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5177 R27 C CAC 41-18 PW Triple 109x63 R PG35 . Approved for use outside HVHZ:Yes (ext.).pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +35/-35 04/26/2022 Other: 109x63 Installation Instructions FL5177 R27 II IN0310 41-18 PW Triple 2X.odf Verified By:American Architectural Manufacturers Association 4 3 2 1 MODEL DESIGNATION: Simonton Series 07-75 07-09 07-10 07-20 ,t�°T,1 p1ORHtti TTN A. TURNER, REV DESCRIPTION, REVISED BY: DATE: / / / ,-. 0,P....... /G.,,, LUCAS A. TURNER, P.E. 1 SI2E OIA TUPDATED ENERALD SCRIPTIO,NOTES,AND T.O.D. 03/02/10 ,Vinyl Fixed Window � ';,..*kCiEA{q"•."�O y FL PE # 58201 F �'+ TURNER ENGINEERING & 2 ADDED NOTES 15B16. T.D.D. 11/27/31 MAXIMUM OVERALL NOMINAL SIZE: See Sim Chart LUCKS No 58201 '�.,p t CONSULTING, INC. 3 up0 T si CHART DP G PERNEWLMH 04/06/1e Turner * k= (COA # 29779) , TESTING.DESIGN PRESSURE RATING: See Size Chart 1239 JABARA AVE. 2018-04-13 "b'11% STATE OF . % "4f a` NORTH PORT, FL 34288 USABLE CONFIGURATIONS: O 11:414-20:00, e0'. ��� PH. 941-380-1574 .......�R t�P 6\. MIN.EDGE OIST., ' GENERAL DESCRIPTION: The head,through whicl,and side h the anchor schrewre extruded penetrates IsVC.The wall a.minlmum of 0.120s �4�S , ` SEE TABLE l INSTALLATION FASTENERS SEE TABLE I SIZE CHART BV OTHE s OVERALL SIZE MIN.EMBED., B O.C. SILICONE CAULK SEE TABLEI LrSEE SIZE CHART WIDTH HEIGHT DP RATING SEE NOTES 15 B,16 a 6"MAX.�---I �I O.C.MAX.TYP. 6"MAX. „W„* „H„* SPACING x\ 96" 72" f45 PSF 14 1/4" SILICONE CAULK SEE NOTES 15&16 63" 63" 155 PSF 13 1/4" 1/4'MAX.SHIM d 72" 63" 165 PSF 11 1/4" -WIDTH AND HEIGHT CAN BE TRANSPOSED. 1 HEAD p 3 iD 1 MIN.EMBED„ L7 SEE TABLE t M _ 1/4•MAX.SHIM Ur SILICONE CAULK E SUBSTRATE SEE NOTES 15&16 SILICONE CAULK SILICONE CAULK By OTHERS SEE NOTES 15&I6 SEE NOTES 15&16 J 0 INSTALLATION FASTENERS 1/4'MAX.SHIM CCCQ SUBSTRATE SEE TABLE 1 X7 Ow �a BY OTHERS MIN.EMBED., �� SEE TABLE L EDGE DIST., TABLE t ' Lf MIN.EDGE DIST., , ' _ O SEE TABLE t INSTALLATION FASTENERS SEE TABLE 1 SILICONE CAULK SEE NOTES IS&16 / SILL 1 JAMB 1 / NOTES; JAMB 2 1.This Installation has been evaluated for use In locations adhering to the Florida Building Code outside the HVHZ,and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure ratings herein. 2.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 appmpdate anchorage from Table 1 according to substrate type.A minimum center-to-center spacing of 3'shall be maintained between all Elco Ultracons In any direction. Q 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 optlonal. "W"MAX.OVERALL FRAME WIDTH 5.Wood or masonry openings,bucks,and buck fasteners,by others,shall be properly designed and Installed to transfer wind loads to the structure. fo 6.The responstbllity for selection of Simonton products to meet any applicable local laws,bugling codes,ordinances,or other safety requirements rests solely with the architect,bsdldlog owner,or ontmcWr. 7,Shims are required where gaps of greater than 1/16'exist between opening and frame.Max.shlm stack Is 1/4'. Shims shall be load-bearing and capable of transferring loads to the substrate. A 8.When used In areas requiring Impact protection,this product REQUIRES the use of approved Impact resfstant shutters or otherexternal pmtecUen. B.Sealing and Dashing by others should be applied using the ASTM E 2112 methodology appropriate for the opening Into which the pmduct Is being Installed.Overall water penetration resistance of A the Installed product Is not addressed In this drawing and Is the responslbnity of others. TABLE 1: INSTALLATION FASTENERS TABLE 10.Glazing shag comply with ASTM E 1300-04• kL E��E 11.All fasteners penetrating Into pressure treated wood shall be capable of prevenUng corrosion due to reaction with pressure treatmentchemlcais.Any dissimilar materials that come Into contact ID SUBSTRATE TYPE ANCHOR TYPE MIN. EMBED pll TANCE shall be protected to prevent reactions In accordance with code requirements. A CONCRETE 2 K51 MIN. 1 4' RW TAPCON' 1' 1-1/4- 12.A wind load duration factor Cd-1.6 was used for the analysis of wood screws only. HOLLOWRE OR GRO1fT—FILLED CMU 13.Deslgnation-X-and'O'stand forthe rollowing:X:Operable Panel-O:Fixed Panel. B 117 PCF MIN. 1/4'fTW TAPCON 1• 2" fa.Products shoo be constructed as specified In test report SIMo•046-03-01-10. 2X MIN.SOUTHERN PINE W000 15.Use 100%pure silicone caulk cgmpllant with AAMA 800 Section 1-Sealant SpeUncaUons for use with Architectural Fenestratlon Products.Fbrmom detalls visit Slmanton.com. C G=0.55 1/4•ITW TAPCON 1-3/8' 1• 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 3/8'deep. 2X MIN. SOUTHERN PINE WOOD MATERIAL SIZE DRAWING NO.: REV. D �12 WOOD SCREW 1-3/B' i" �/j c-D.sS DISCLOSURE STATEMENT �/JSIMONTON' B IN0221 2 1 B GAUGE 0.060 MIN.STEEL 12-16 ITW 7IXS This document Is the properly or slmo tan WTodows,which mhlm an RMS FINISH: Olmenslonal To"ances� {�/ E STUD 33K51 YIE1D MIN. SELF—DRIWNG SCREW FULL THREAD 9/16' proprietary end other rights to lea subject matter.This dacummtls Unless Otherwise 5oeciged °' I u o o w s DRAwN BY: DATE: ALLOY&TEMPE0.: ICochsnne Avcoua T.D.D. 01/I5/O8 MIN. OR 12 GRADE 5 SELF.TAPP G P-lded to the recipient on the expressed condltlon that It is not to be [NECKED BY• DATE: 1 B"STEEL 38 KSI MIN. DRIWNG SCREW FULL THREAD 9/16" disclosed,reproduced In whale or part,nor used In con)uncllon with hie Peansbom.WV 26415 design,manufacture or repair of goods for anyone other then Simonton WEIGHT: VOLUME: Decimals Angles' SCALE: SHEET: APPflV'D BY: [DATE: Windows wlthout Its consent.This restdctlon does not limit the recipient's rights to utilize Information contalood In this document which SURFACE AREA! PERIMETER: .X f.03 FIT I 1 art Is properly obtained from another source. .XX*,01 0"30 min. SERIES: 07-75/ FILE:FL 51]].3 FINISH TREATMENT: .XXX 3,005 07-UB/07-10/07-20 PICTURE(FIXED)WfNDOW 2 TRIE: y 3 4 1X BUCK INSTALLATION 1 REV REVISIONS: REVISED BY: DATE: •; MODEL DESIGNATION: Simonton Series 07-75/07-09/07-10/07-20 Vinyl Fixed Window NO P.E.SEAL REQUIRED 2 ADDEO GLAZING DETAILS. T.O.D. 06/06/11 MAXIMUM OVERALL NOMINAL SIZE: See Size Chart INSTALLATION SUPPORTED 2 ADDED MIN.EDGE DIST.TO NOTES. B.I.S. 06/L7/15 DESIGN PRESSURE RATING: BY AAMA TEST REPORTS DEO NOTES 0 D NOTED G D lMH 06/29/17 4 WID CAN B A S SEO See Slze Chart S TESTING. LMH 04/DS/IR USABLE CONFIGURATIONS: O ' 6 UPDATED NOTES,REMOVE PREVIOUS i]NOTE. LMH 05/28/19 2X BUCK 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". SEE NOTES 13&14 SILICONE CAULK Vi E NOTES 13&14 "MAX.SHIM ~ 1 HEAD �1 1/2"MIN.EMBED. IH a 1 2X BUCK SILICONE CAULK 'SEE NOTES 111,14 A8 X 2 1/2"MIN. _ 'WOOD SCREW 1/4"MAX,SHIM p 0 1/4"MAX.SHIM10 3/4"MIN. SILICONE CAULK EDGE DIST. 1-t SILICONE CAULK SEE NOTES 13&14 -7- SEE NOTES 13&14 I lL 11011 SILICONE CAULK 2X BUCK SEE NOTES 13&14 U.- SILL ril Me 2 � J NOTES: 1.This installation has been evaluated for use in locations adhering to the Florida Building Code and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure ratings herein, Ofor use outside the H.V,H.Z._ 2.All Interior and exterior perimeter surfaces of the window must be caulked. X 3.Anchors shall be specified and spaced as shown Anchor embedment to base material shall be beyond wall dressing or stucco and Into < / wood. 4.The responsibility for selection of Simonton products to meet any applicable local laws,building codes,ordinances,or other safety -�— requirements rests solely with the architect,building owner,or contractor. d 5.Shims are optional.Maximum shim stack is 1/4". 6.Wood bucks(by others)must be engineered and anchored properly to transfer loads to the structure."Wood bucks shall be MAX. OVERALL FRAME spruce-Pine-Fir. Wood minimum specific gravity=0.42 psl. WIDTH OR HEIGHT 7.When used in areas requiring Impact protection,this product REQUIRES the use of approved Impact resistant shutters or other external protection. B.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.This product complies with ASTM E 1300-04. 11.Designation"X"and"O"stand for the following: X:Operable Panel-O: Fixed Panel. SIZE CHART 12.Use 100%pure silicone caulk compliant with AAMA 800 Section 1-Sealant Specifications for use with Architectural Fenestration OVERALL SIZE Products. For more details visit Simonton.com. WIDT HEIG T DP RATING. 13.Use a backer rod on all joints>3/4"deep and/or wider than 1/4". Finished caulk joint should be a minimum of 3/13"deep. "W"• "H"t 96" 1 72" 145 PSF 63" 63" 4:55 PSF ER 5 2 D I G O.; R 72" 63" f65 PSF DISCLOSURE STATEMENT RMS FINIS G�SIMON TON' B IN0222 5 This document Is the property of Simonton Windows,which retains all Dimensional Tolerances a I IN D o w s DRAW BV: D TE: 'WIDTH AND HEIGHT CAN BE TRANSPOSED. proprietary and other rights to Its subject matter.This document Is Unless Otherwise Specified T.D.D. 01/25/08 provided to the recipient on the expressed condition that It Is not to be ALLOY&TEMPER: 1 Cochrane Avenue disclosed,reproduced In whole or part,nor used In conjunction with the Pennsboro,WV 2fi415 CHECKED BY; DATE; design,manufacture or repair of goods for anyone other than Simonton WETG T: O DEdmals Angles SCALE: SHEET: APPRV'D BY: DATE: Windows without Its consent.This restriction does not limit the FIT 1 of 1 redplent's rights to utilize Information contained In this document which SURFACE AREA: .X is,03 _ Is properly obtained from another source. .xx t.D1 0'30 min. SERIES: - FINISH TREATMENT: .XXX f.005 07-75/07-09/07-10/07.20 PICTURE WINDOW FILE:FLS177 TITLE; • 2X BUCK INSTALLATION Ex '1y,::: .'.'.2i-v+Y'S L 3'-'_•�r`.`'`x,V��'a''�"ra�r:�� - �c #r-«: ��+..v`L%io.."'_E`'-lo?".ecua. iZ 1-".^�'.t•. _ a:.• +1n:r. BCIS Home Log In User Registration Hot Topics ; Submit Surcharge ! Stats&Facts Publications! Contact Us j BCIS Site Map ! Links Search Florida r <;' Product Approval �����" l� USER:Public User .d DowN Product Approval Menu>Product or Application Search>Application List>Application Dbtail C FL# FL15534-R4 ` ma,'•a.•-:.. :5"0�. Asa, Application Type Revision __,•os,�J ,, Code Version > ;1 Application Status Approved Comments Archived .,asY•:J— Product Manufacturer Simonton/Ply Gem Windows ' Address/Phone/Email 3948 Townsfair Way, Suite 200 *.t. Suite 200 �'�• Columbus,OH 43219 -(Al -532-3596 luanne.harris@plygem.com Authorized Signature Luanne Harris luanne.harris@plygem.com Technical Representative Luanne Harris Address/Phone/Email 3948 Townsfair WL Suite 200 w®�j(Columbus,OH 43 D�fls'`��t1 SHALL C )lWPLY�/!�� luanne.harris@s' lAA Quality Assurance Representative AAMA Address/Phone/Email 1827 Walden Office V Squa'RiE 'Z Suite 550 1 ITT Schaumburg, IL 60173 C1 DAT�AY (847) 303-5664 ®� ( z��/ ,� 9 m K.7.+:e.web master@a a man et.orPLA� s/ �"]� SXA Category Windows "' x Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A.Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Architectural Testing, Inc., an Intertek Company Quality Assurance Contract Expiration Date 12/31/2020 Validated By Scott Wolters, PE l Validation Checklist- Hardcopy Received Certificate of Independence FL15534 R4 COI EvalReport-RM0051r7.pdf Referenced Standard and Year(of Standard) Standard Year TAS 201/202/203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15534 R4 Equiv Sim Ex-PVC-Equivalency_pdf Sections from the Code Product Approval Method 'Method 1 Option D Date Submitted 10/12/2017 Date Validated 10/19/2017 Date Pending FBC Approval 10/22/2017 Date Approved 12/12/2017 Summary of Products FL# Model, Number or Name Description 15534.1 20634 Aluminum with VPI-436 Vinyl Stormbreaker Plus 300VL Vinyl Mullions with Medium Aluminum Mullion Cover Reinforcement(HVHZ) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15534 R4 II RM0052HVHZr4.pdf i Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner PE#58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +50/-50 Evaluation Reports Other. Missile Impact Rating: Large FL15534 R4 AE EvalReport RM0052HVHZr4.pdf : Created by Independent Third Party: Yes 15534.2 16991 Aluminum with VPI-354 Vinyl I Stormbreaker Plus 300VL Vinyl Mullions with Large Aluminum Mullion Cover I Reinforcement(HVHZ) Limitsiof:l Use_ Installation Instructions Approved for use in HVHZ:Yes FL15534 R4 II RM0051r7,pdf Approved for use outside HVHZ: Yes Verified By: Lucas A.Turner PE#58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Design pressure ratings vary by unit and mullion size. FL15534 R4 AE Eva lReport-RM0051r7.pdf Missile Impact Rating: Large j Created by Independent Third Party: Yes 1 15534.3 20634 Aluminum with VPI-436 Vinyl Stormbreaker Plus 300VL Vinyl Mullions with Medium Aluminum Mullion Cover Reinforcement(Non-HVHZ) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15534 R4 II RM0052r5.pdf Approved for use outside HVHZ: Yes Verified By: Lucas A.Turner PE#58201 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Design pressure ratings vary by unit and mullion size. FL15534 R4 AE EvalReport-RM0052r5.pdf Missile Impact Rating: Large Created by Independent Third Party: Yes aae'< :+lase Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.fMyright 2007-2013 State of Florida.::Privacy Statement::Accessibility.Statement::Refund Statement Under Florida law,email addresses are public records.if you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: PEW Glomah Credt'Card Safe INSTR#2020078858 OR BK 10103 PG 378 Page 1 of 1 05/18/2020 10:18 AM Rcpt:2162510 Rec: 10.00 IDS:0.00 IT:0.00 Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller This Instrument Prepared Name The Home Depot Address 9208 Karlde Palm Dr Tamv&FL33619 rl PermitNo. Tax ID No. tn2U ���WD—I40DC —��PO NOTICE OF COMMENCEMENT STATE OF /�i COUNTY OF . THE UNDERSIGNED hereby gives notice that Iniprovernentwill be made to certain teat property,and In a000rdanoe wiUr Chapter 713, Flodds StaterLes,the f0uewing irdomnaton is provided In Uric Notke of C.ammemmnent / 1.Description of, erty-.(legal description of property,and street address if available) CGo� r !!r �8Is - t� F,4 j 'w� �Zr�3 �Y description ln�t C 3.Owner irkmotion or Lessee if the L/ I a a r/,, forImp b ! �pQ. Name and address: � 1 f� b. Interest In properly a Name and address clues IMItth7JfdEr(�('tllf rt�.M hoM owner fished shove): 4.Contractor: a. Name and address The Home Depot 9208 Hadda palm Dr Tampa,R 33619 b. Phone nun ..8i34a&7sa 5.Surety(d appficabte,a�coWl bond is attached): a Name and address: b. Phone number. a Amount of bond 5 S.Lender a. Name and address - b. Phone number. 7.Persons wiiMn the State of Florida designated by Owrmer upon nodoes or other documents may be served as provided by Section 713.13(1)(a)7.,Florida Statutes: a Nam and address: b. Phone numbers of designated persona: G 8.In addition to herseHRminseU,Owner deslom Ube persons)to mcelve a Liences Notloe as provided In Section 713.13(1xlori b),Fda Statutas a Name and address: b. Phone number of person or entity designated by Owner 9.Explattlon date of nattoe of cormnenoement(the expiration date VAI bet year from Use date of reoordmg unless a different date Is WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 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. Signature of Owner or lessee,or Owners or Lessee's AuthorizedOtTioar/DirectodPartrienfManaW . Sl�sh3taryra TitldOflice�l.ir.�JV£� The foregoing Instrument admowledged before me w of I pso hysical preseh tD me or os I ]oNirte on.".: Identifl and who did id not)take an oath. Notary Publlc4 Corrmdssion No. ,123) w D&W Joel Wilson (N of Notary typed,printed o►stamped) =.c Commission I GG101452 B*a:May 4,2021 Bm"dw Aaron Notary j '113��0 STATE OF FLORIDA,COUNTY OF PASCO THIS IS TO CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE DOCUMENT +k. ' ON FILE OR OF PUBLIC RECORD IN THIS OFFICE WITNESS MY HAND AND OFFICIAL SEAL THIS `�• `' '� f DAY OF 2 C> ?,.�0 £i NIKKI ALVA LERK COMPTROLLER V �►"z'•�c BY� DEPUTY CLERK ,+ REV. SIMONi10N' #I REVISIONS: REVISED BY DATE 1 w o 0 3 UPDATED DRAWINGS TO 2010 FBC C.P. D1-24-12 1 COCHRANE AVE. PENNSBORO, WV 26415 PH. 800-426-2249 4 UPDATED DP CHARTS PER NEW TESTING LT. 04-26-12 5 T.D.D. 06/20/12 STORMBREAKER PLUS 300VL SERIES 6 UPDATED DRAWINGS TO 5TH ID.(2014)FBC LT. 01-24-12 EXTRUDED IMPACT RESISTANT VINYL , ET 7 LMH 10/03/2011 MULLIONS WITH LARGE ALUMINUM REINFORCEMENT HVHZ DESIGN PRESSURE CHART FOR MULLING UNITS IN PSF, MULLION #16991 s•UAx.OVERALL WIDTH InrLViduRIUnh Widrh Z4 38 30 32 34 35 36 37 39 40 44 47 48 50_- 53 FOR _ SEE CNNI T ID _ 36 F,i� ,,* ,,� F�,z%;--L,--',0TT WIDTH SINGLE UNIT WIDTH— - ..o "' v 36 .7 A" : 4= n ,:,:I•".',:a'a;¢•7a". .Q!`, •,.~<5rt. W"AQW31332 I sc» �br R w n TO a 0 56 se so : ',xv }� 3 $TidBxS 4 x 63 J 2 00 r' F7O J7 ,g 'd - 1. 6. 4iff ONOW IIIb 63 ''17 Ti' S D;CSt`R`;a,75644'�b�7W`I` i5,,.0,^.y.. 7a:::v. ,5 _ a '' .edrz'.,n,41"S- �° 65 1,Q y" ,a F:' hivmft I. 1 67 A.P2¢. l$y: II�t ,:7 1 ib i#r a M., 8 p 68 : hAO,�dd9L70irEk 94ivi1 6;tt4S#" EFXX65€3 iR 60Y+ z x K't .. ,G .w EakR,�? GA'... �`40:c. �"'iSX',.',�"- a<xxi^a:a•,b0;'�T.'e"'SO':i4`Se "xQr',''='SsSx ::3 ® ® 3 a 70r . . O?40 71 11 �.4 '`"8D' k Y>':6ti r`••s+�s>:t, f,`3s c F. T? ",'• I 2..t#'?i`'b0:4 S"Aib9- a"YGOAi..b":11 QO,,,•M 179 t,,»'S `><3sf"':,'a'i'`"a5�^*.§r'..,�-;,' •xi+a,.,r x0 sdy; 3 5 74 .•.:7Q, 5??G3'a''}11?:T, w„b94.r: ri n:;Ss K�D�.3,9.., t r 4.. ;�,15Q> .:i. a-r. is .xA_! 76 `7gre`Ede,.4 >�x0 :e 78 ,.e�'4 ii?i 57SiKa:t F A'as`3N, ;��SOueCi ri•E"s`601•:1?Fza'S.f�"rr'`J�.:.SO'i:fry _- 80-E���. re+*f.3¢'4:d�,•ri.Ff»7''kil 3ahxSP;"S"'' 1• „a, m r.Kda, 82 ;�r•6'; -0—T 'i •:'s$'S'. ; tsQ?d+:-si<''•3<l:;.Fa!:%;'i50.;4}" t;~ Q y fff)B 84 {� r .... ............. note.•/br the HVHZ regio'IS,a nlininnOn Of DP SO is regR iced;all DPs less than rbis are indirared in red NOTE: The pressure charts show the design pressures for the selected mullion span and panel width for THE LOWER OF THE WINDOW DESIGN PRESSURE (SEE SEPARATE APPROVAL) achieving bending capacity, deflection and OR MULLION DESIGN PRESSURE SHALL APPLY TO THE ENTIRE ASSEMBLY. concentrated load limits specified in the Florida Building Code, 6th Ed. (2017) edition. apIO RE w Adhere to fastening instructions provided in this ,\cEtQS document to achieve the tabulated design o . pressures. Z—: No 58201 :�-P DIRECTIONS: = ZE:DRAW NO 0.: RE. '9: STATE oP rru; �SIMONTON' B RM0051 / theSelect charte module tb determine dhthedalowlalon span ble design rom .0T�s°Cop1o?,6�2`°' Z�. IcuD1r eAwnue w s rxs ' 12•ie08 ��114 s�()d•"1,EN��� Pcdwsbom,M'V 26415 ECKED BY:-DATE. pressure for the product. When panel SIZeS are '1111,111114" 10 04 2017 SCALE: SHEET: APPR D BY: DATE LUCAS A. TURNER, P.E. FL PE not equal on both sizes of the mullion, use the �'58201 SE3LIES FIT 2 0l 3 J.E. 04-26-12 larger of the panel widths from the Chart. TURNER ENGINEERING&CONSULTING. INC. SMRL48REAKER PLUS 3DOVL MULUON FSPE C.O.A. J29779 Ph. 941-380-1574 i1 ; 1239 JABARA AVE, NORTH PORT, FL 34280i ELEVA11ON AND DESIGN PRESSURE CHARTS REV. REVISIONS.. EVISM BYJ DATE. XSImo TObr t. IR (2)ALUMINUM MULL EXTRUDED VINYL 3 UPDATED ORAVANGS TO 2010 FBC C.P. 01-24-12 1 COCHRANE AVE. PENNSBORO, WV 26415 PH. REINFORCEMENT N COVER 4 UPDATED DP CHARTS PER NEW TESTING LT. 0+-26-12 000-425-2249 -MULLION —3 TESRNG. T.D.D. 06/20/12 STORMBREAKER PLUS 300VL SERIES 8 UPDATED DRAWINGS TO;:FH ED.(2014)WC LT. 01-24-12 EXTRUDED IMPACT RESISTANT VINYL SHEET 7 1 ANP NU It UIN UJIH 10/03/201-, MULLIONS WITH LARGE ALUMINUM REINFORCEMENT (HVHZ) (g)L-BRACKET (D ALUMINUM EXTRUDED VINYL cor MULLION COVER (3)BASE PLATE MULL 0.53' REINFORCEMENT M T\.ULL PLATE DETAIL A (1)L-BRACKET SEE NOTES BELOW AND MANUFACTURER'S ATTACHMENT INSTRUCTIONS FOR ATTACHING REINFORCED MULLIONS TO WINDOW UNITS 0.75------- (D LARGE FOUR (4) 0.250 0 MULLION COVER HOLES 0.7vJ I ()REINFORCEMENT BASE PLATE )ETAIL 3 BASE PLATE L-BRACKET IS ATTACHED .060" MIN. STEEL TO VINYL MULL COVER & I@ MULLION 0 MULL REINFORCEMENT TWO (2) 0.2590 HOLES L-BRACKET- USING TWO (2) RIVETS / TWO CONC/MASONRY ANCHORS, OR BARREL NUTS, 2 ON —7 SEE ANCHOR NOTE 3 EACH L-BRACKET REFER TO TABLE I EMBEDMENT, p,pIOREW iR"' SE .,kr NOTE 3 E N N. 58201 R 0.50, VERTICAL SECTION 0 SILL PAK-WIK SPACER I" X MASONRY APPLICATION 1/2" X 1/4" THK. MAX. -D'utiz)I (D LARGE k. OTHERS} (4) REQ. (2) AT TOP .076" MIN. STAINLESS STEEL MULLION COVER----_ . .... . AND (2) AT BOTTOM (1)MULLION 3 BASE PLATE ANCHOR NOTES: L—BRACKET— _[C) (3)BASE PLATE 1) To achieve the required design pressures, adhere to the fastener requirements below. / -7, 1@ L-BRACKET 2) INSTALLATION TO WOOD (G=0.42 MIN): FOUR #10 SCREWS Four (4) #10 wood screws for each base plate SEE NOTES BELOW AND�T with min. 1-1/2" embedment and min. 7/8" wood ------F MANUFACTURER'S ATTACHMENT edge distance. 1.5" MIN. INSTRUCTIONS FOR ATTACHING 3) INSTALLATION TO CONCRETE/MASONRY: EMBEDMENT REINFORCED MULLIONS TO Two (2) screws for each base plate in outermost I WINDOW UNITS ASSEMBLED MULL ANQ ATTACHMENT VIEW VERTICAL SECTION @ SILL holes. In grout—filled CMU block (ASTMI C-90 WOOD APPLICATION SIMONTON' B RM005 7 Compliant) use 1/4" Elco Ultracons with 1 3/8" (SUBSTRATES BY OTHERS) DRAWN min, embed. to block and 1" min. edge dist. Z 1C""bra A-- CTO CLS 12/15/00 with min. 1-1/4" embedment. In solid concrete TABLE I (MULLION ATTACHING HARDWARE) _Sb-,WV264I5 I 3C- rE.ET APPRYD BY:DATE:.1 3 J.L D IIE (2.85 ksi min.) use 3/16" ITW Topcons or 1/4" : RIVET 5/16 10-24- DIA. STEEL RIVET WITH A GRIP LENGTH OF .50_�Ak , ALE.10/0 I AIr-26-11Z Elco Ultracons with 1 3/4" min. embed to BARREL NUT 1 # OR 0-32 STAINLESS STEEL BARREL NUT,5/16 O.D. 25" LG WITH .125 MIN ENGAGEMENT LUCAS A. TURNER. P.E. FL PE#58201 nT TE—RIEs.. " V. TURNER ENGINEERING do CONSULTING, INC. STORMEIREAKER PLUS SOON.MUUJON POPE C.O.A. 129779 Ph. 9--380-1574 concrete, and 1 1/8" min. edge list. .11239 JASARA AVE.NORTH PORT,H 3421318�U. LjULUON DETAILS AND SILL CROSS SECTIONS