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,7 City of Zephyrhills PERMIT NUMBER ' 5335 Eighth Street Zephyrhills, FL 33542 BAR-001242-2020 ` Phone: (813) 780-0020 y Fax: (813) 780-0021 Issue Date: 01/06/2021 Permit Type: Add/Alter (Residential) Property Number Street Address 11 26 21 0010 10200 0090 5525 10Th Street Owner Information Permit Information Contractor Information Name: ANR GROUP&TRUST LLC Permit Type:Add/Alter(Residential) Contractor: SANTE FE REMODELING Class of Work:Add/Alter Residential INC Address: 3750 Gunn Hwy STE 303 Building Valuation:$13,500.00 TAMPA,FL 33618 Electrical Valuation:$0.00 Phone: (502)744-6890 Mechanical Valuation:$0.00 Plumbing Valuation:$0.00 Total Valuation:$13,500.00 t Total Fees:$161.25 1 Amount Paid:$161.25 Date Paid: 1/6/2021 3:33:08PM Project io-5111111 OPEN FRNT PORCH/REPLACE 10 WINDOWS Application Fees Building Permit Fee $107.50 Building Plan Review Fee $53.75 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 8211 DONALDSO DR. TAMPA, FL, 3361!5 a . rM December 15, 2020 To whom may concern The intention of this letter is to authorize; Alfredo Rodriguez Fonseca, Natalia Tarazona and (or) Alejandro Degut Cadet to be able to pick up any permits on property address 5525 1011 St Zephyrhills FL 33545. If you have any questions or concerns, please do not hesitate to contact me. Thank y u, Aleja ro Perez SANTA FE REMODELING LLC General Contractor CGC1514417 CAC1818085 , �Y"J,�,, Carlo, Villanueva Co m.#GG951643 n es:Feb.92 ondedThm Aaron NNoy 8211 Donaldson Dr Tampa FL 33615 (813)244-5601 perezcontractor@hotmail.com SANTA FE REMODELING LLC 8211 DONALDSONi • 33615 Phone Number: • 244-56QI Business Name: SANTA FE REMODELING LLC Alejandro Perez General Contractor CGC1514417 CAC1818085 8211 DONALDSON DR, TAMPA, FL, 33615 P.H: 813- 244-5601 perezcontractor@hotmail.com Thank you. SANTA FE REMODELING LLC 8211 Donaldson Dr Tampa FL 33615 (813) 244-5601 perezcontractor@hotmail.com 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 , Building Department 4 P. to Received :4 .g Phone,Contact.for-.Permitting ` Owner's-Name IY� f� ��US .��G ' it' _ N 'Owner`Phone'•Number; Owner's'Address -I �(}Y11,. i lj e, " Ownef;Phone�NumbeF ':S� ° •tl.: r� `• Fee'Simple Titleholder Name � 0 Y I q.0 Owner Phone NumSer> Y Fee Simple Titleholder Addr F-31 ess50 .0 HUI JOB ADDRESS 5525 0.I r l S C �\. .{ �- ...: LO.T,#':,.. I . SUBDIVISION �� 1 PARCEL ID#- (OBTAINED-FROM PROPERTYJAX;NOTICE):.:.. . WORK,PROP,,OSED NEW CONSTR ' ADD/ALTO. SIGN :: Q Q: . ' :DEMOLISH INSTALL:.;:e': •REPAIR PROPOSED USEpi COMM;..': ,'OTHER:;; ` TYPE OF CONSTRUCTION BLOCK %FRAME`. STEEL .''' Pr1e l h(a DESCRIFTIONOFIIIIQRK ,.. 0'en kq `1�rGt'1 p' C1�C1.. WOOC' BUILDING SIZE SQ,FOO,TAGE. ,,. HEIGHT` U BUILDING. $ VALUA'PION-OFST,OTAL_CONSTRUCTION: �00 =ELECTRICAL $ AMI?.SERVICEs " '0,':: ROGRESS ENERG . ;;Q;• W:R:E,C: =PLUMBING $ i`7.G— A0 - , . T- =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION (� =GAS = - ROOFING Q' :=•-SPECIALTY!,�.:.:':,.OTHER:, µ. , FINISHED FLOOR ELEVATIONS FLOOD ZO r, EA =YES :'NO %a BUILDER COMPANY::, . Q SIGNATURE >, :` REGIM .R `:"., ;N:': FEECURREP•; Y:/; :+ Address ' - License#t .= : 1.. ELECTRICIAN :COMPANY 4:� SIGNATURE' ".REGISTERED Y'/r''N 1 •::=F.EE'CURREn;, N Address License PLUMBER COMPANY a: SIGNATURE' g`REGISTERED' Address... License.#Ca. .. MECHANICAL': :_ COMPANY: -SIGNATURE;, .'; REGISTERED,. _Y'/ N FEE Address -'License OTHER COMPANYh.yCa SIGNATURE l '-'FEE -Add as; 2 ll 7D5'1C� '0 ,(�if" .'I�1lYY1 . :� ' ICj;I� License#='C C ` I ' - - - ".1' _ .ads,• — 1 i IY _ _- _ _ _ RESIDENTIAL AttacFi':(2)Plot P,lans;�(2)�sets of.-Building<Flans,.(1')`set`•.of Energy,FormS`R=O=W-'Permit fob new,constnuction; -'-�MiniriiunF.ts7'(10)workin3 days aft-r'submittal-date..-RenUir�-nsite,-Construction P_Mms.Stormwater Plans_yiLilt Fence�installed; Sanitary Facilities 81 dumpster,Site Work Permit for subdivisions/large projects COMMERCIAL Attach-(2).complete,setsof.Building;Plans`plus.a'LifeSafetyPage;(1)set of EnergyForms::R-O-W.Permit.for:new-.construction:" " Minimum ten(10)'working days after submittal date Required"onsite;ConstructiorrPlans;st0ITTr!:Oi Pla ie.''Silt�Fence',ins61I' ; Sanitary Facilities-&&d' pstec,Site.Wo&Permit.for all new-projects.All commercial requirements must meet=compliance - SIGN PERMIT Attach(2)-."6;of�Engineered Plans. "'"PROPERTY SURVEY'required-for aif NEW-constmction. `Dlrectlons: Fill out-application completely. Owner&.Contractor sign.ba&-of application,notarized If over$2500,a.Notice,of Commencement_is required.',(AlC.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 co ntrabt;required)' Reroofs if shingles Sewer,ra�;;fF� OXviglJpgsades�VG`'.;'';. .Fences(Plot/Survey/Footage) 3; - "`1�nF' '%� ,ii•'J spav: ,•:,:�,:,~ ,:''y • Driveways-Not over CountbrAf,on;publid roadways.need; IJOW e4i":be7;),�?:i}1 ry�t.I nG ';i1fi} �'�.� '.'gar'Y. r•.., ,'. z NOTICE OF DEED RESTRICTIONS: The undersigned understands-that this permit-may be subject to"deed"restrictions" which may be more restrictive than Courity-regulations. The undersigned assumes`responsibilityfor-ebmpliancce with any applicable deed.restrictions:. UNLICENSED'CONTRACTORS'ANI'1CONTRACTOR RESPONSIBiLITIES:�`If theyowner has fiireii a':contractor or contractors to undertake work, they=:mawber.•equlr:.ed.to be licensed imaccordance with state and local regulations.--<lf the. contractor-'is-bot(licensed-as required by law, both the owner and-contractor4may-be-cited-for-a misdemeanor violation under state law. If the owner or intended+contractor are uncertain as to what licensing requirements may:applyrfor;the intended-work;they are advised to contact the.Pasco CountyBuilding'Inspection Division"=Licensing.Section at727-847- 8009. Furthermore, if,the.owner•,ha&�hired�}a:contractor.or contractors, he is advised to have the.contractor,(p),;sign, portions,of.the."contractor Block".of.this.appllcation:.for which theyywili,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 IMPACTIUTILITIES.IMPACT-AND RESOURCE RECOVERY FEES: The undersigned:understands that_Transportation mpact Fees-and-Recourse-Recovery-Fees:may apply-to.1he.construction of new-buildings, change oV` use in existing..buildings, or expansion of'exist'!ng.-bUildings, as-specified in Pasco Caurity'Ordinance number 89-07.and 90=0.7,.as amended. .The_,unders.igned_also_understands,:,that{:such fees,.as,, may--be due,,will be.identifed at the°•time',,oU... 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,projeddoes-._not involve a certificate of,occupancyror, r•: final power release; the.fees.must be paid prior to permit lssuance •-'Furthermore 4f Pasco County Water/Sewer Impact fees.areAde;theyrn40t be paid prior to permit4ssuancein,'accordance with!applicable=Pasco County ordinances-. CONST-W CTION-L1EN-LAVV.(Chapter 713;rF,lorida Stattites;as._amendeti):.-If valuation of work is$2,500. or.more,,l certify-.that-:a.;: the'applicant,..;have_been..p>•avided with-.a'.copy..of..#he.-_°Ftorida._Construc#ion:.Lien•law--Hanieowner"s Protection Guide"prepared by the Florida Department of Agriculture,and Consumer Affairs. If-the applicant..is someone other thanthe'"owner";-I-certify:that�i-:have obtained-a-copy-of the-above-describedrdocument:and-promise'in.gotid'faitli to deliver.it-to-the"owner",--prior-to commencement. CONTRACTOR'SiOWNER'S�,AFFIDAVIT: ''1''certify that all:the-information`:in`'this`application is>accuratefiand,tha`1,work; will tie done-i i.. n com-pliance with'all applicable'laws edgulating construction; zoning:.and.;id6d;:dev.,etaprnent: Apptication.is ' hereby made:to. obtain a permit to do�work�:iandt,,installation=.asp-indicated. I -certify that no4ork or.installation--has commenced prior-to issuance of a permit and that ail;work will'be performed-td-meet-standards of all laws regulating construction, County and,+City Ccodes',-4.'zoning;,,regula#ions,•and•.land=--development regulations"in,the jurisdiction,.,T also a 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 l must•take.to.be in compliance. Such'agencies includebut are notaimitedto:. Department of Environmental Protection-Cypress Bayheads, Wetland Areas and`Environmentally Sensitive Lands,WaterAVastewatet Treatm_,ent. Southwest Florida. Water"Management District;Wells; Cypress Bayheads, Wetland =Areas, 'Altering Watercourses. Army Corps of Engineers-Seawalls 'Docks,Navigable-Vaterways.' Department of Health &,Rehabilitative $orvices/Environmental-.Health-,'Unit;;Wells, Wastewater;Treatm.ent,. Septic Tanks. _US.Environmental Protection,,gencry--s estos,.a ate.men;,,. s .Federa/Aviation Authorlty=Runways: understand-1hafthe followirig restrictions applyto the,.use,of filk - Use!ofAllis not allowed-iri Floodi,Zone:"\V"unless:expressly=permitted. IfAhe fi0l materialis to.-be used.-in.Flood. Zone W, it is=understood that Ia-drainage•pian addressing a "compensating_yolume"-,will;`be.subMitted.attime of permitting which ls_prepared by a-professional:engineer licensed"by-the°State-of,,Florida-. if'the'fll material is- 'to be used,in-Flood.?Zoner,'AX.imconnection,with a permitted building using stem wall:: . .: constriction;1 certify,that-ifill-.Wll'be used:only:toifillthe;area;withih.the stem Wall. 'if fill-material is-to -be.used.in.:any;area, I- certify-that--use,:of-such--fill--will;-,not-�ad.versely-affect adjacent properties.. If use-of filVis��'aund to,,adVersely'.affectadjacent,properties;the:owner mayµbe;cited for violating the conditions-of'the tyuilding:permit'issued.tltider`the-attached-permit-application; for lats-less than one (I)- acre,which.are,_elevated;:l..ywfiljl an:engihoere'd;drb,inagerplary'is required. If t am the AGENT FOR=THE{}WNER, 1 promise:in'goodfaitlt to-.iriform.the:owner_-of the..permiffing..con4itions-setforth=in= this affidavit-prior to commencing construction. I understand:•that'a"separate'pernlit maybe*required':for electrical work, plumbing; signs=wells;pools,-air''cbaditioning,.gas,,or-other<;Installations-not:.specifically included. in,the-.:applleation.' �A permit issued shall be construed to be a license to.proceed:with the-work-andnot as authority toVlolate;cancel, alter, or settaside any-provisions-of the,technical,codes,-nor.,shallassuance-ofa perm'it-prevent theBuilding 01ficial from thereafter requiring.a.correction-of errors in'plans, construction or violations:of.any codes:-Every,permit issued-shall,bbeome,invalid- unless the work authorized by such:Permit is,-commenced withimsix months of:permit issuance, or'if workauthorized by the;permit'is suspended,=or-abandoned'for-.a.-period--of.six(6)•moriths after..the:time-the.work.is-commenced .An•ezter sion- may be requested, in writing, from the Building Official for.a,period not-to exceed ninety(90) days and will..idemonstrate justifiable-causeforahe•extension:1f.-Workfceasesforninety,(9� 0j..consecutive days;'the job is considered abandoned., WARNING TO,OWNER: YOUR«ΡFAILURE TO:-.RECORD.A NOTICE.OF COMMENCEMENT-MAY RESU.LT`IN'.,YO.UR _PA�f1 `,Tl+i!tCE F�.?Rrll :?Rr ! ;�1E;`gTS;'0=` F s£ PER'�ir":" it=:Yc i ibii' f3'ik"c�OBYAji Fit 7�!1NCIN }C.NSUL. WITH•'YOU R.LIEN.DERORrAN=ATT RN EY=BEFORERECORDING-YOUR';N' Y CE.,OF:COMMENCEMENT. FIORIDAjURAT{F.S..l:i:7.03Ile OWWR,ORAGENT CONTRAC.T,OR ,, Subscrlked.and.swom. :ocaffi ed).b s ' Subsoiibeil,end.swo[ri t affirmei d tieforerr9e.tliis W o is/are person ly o me or'haift a produced -Whols/are p'er d6lly'kno to`m �`has/have produced s t yJ�r as identlflcadon. �i2E J si' 3 1a's°ideitttflci�tlon: f Notary Public ' NotaryJPublic. commission o. , o� 7 CommissionAo_,: f 'Z �� �� Name of Notary typed,,printed or stamped Name of Notary:typed,t �ed;or stamped b -CariosA.Villanueva i;usnM. 1pGG;957643 E_' 4= Comm.#ccs�rsa3 I k Expires:Feb.12,2024 ' sa: ,i Expres:Feb.12,2024 �a'rr�i.. Bonded Rn Aaron� � Bonded TttruAeror�t i yFe 552510TH ST ZEPHERHILLS FL 33545 UNIT 2 PLYGEM SINGLE SLIDE 57.25 x 30.25 W LIVING ROOM PLYGEM / SINGLESUDE 50.25 x 23.25 KITCHEN UCP CLOSET MASTER PLYGEM SINGLE HUNG�-- W BEDROOM 52 x 38.75 BATH CLOSET W PLYGEM SINGLE HUNG 31.25 x 30.25 UCP 552510TH ST ZEPHERHILLS FL 33545 MAIN HOUSE JW JW SINGLE HUNG SINGLE HUNG 35.5X51.5 \ 35.5X51.5 W W 1W SINGLE HUNG a- W MASTER 35.5 X 51.5 MASTER WALK-IN BATH BEDROOM CLOSET CLOSET A/C W/I{ W AMERICAN CRAFTSMAN 2ND D/W SINGLE HUNG BATH W 25 3/8 x 24 7/8 PLYGEM 2ND SINGLE SLIDE W DINING&KITCHEN 50.25 x 23.25 BEDROOM W AMERICAN CRAFTSMAN SINGLE HUNG 35 7/8 x 491/2 1ST UCP PLYGEM LIVING ROOM W SINGLE SLIDE W JW 50.25 x 23.25 BEDROOM HF SINGLE HUNG 35.5 X 51.5 W CLOSET JW SINGLE HUNG UOP 35.5 X 51.5 NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: N1006742.01-R9 DATE: 09/22/2006 CERTIFICATION PROGRAM: Structural COMPANY: Ply Gem CODE: 1408 REVISION DATE: 03/13/2017 To verify that the"Notice of Product Certification"is valid,please visit w,,v-vv.NAMI.Certi fication.com to assure that the product is active and currently listed.This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION Ply Gem Window Group Series "4720-F"Aluminum 433 North Main Street Horizontal Sliding Prime Window Rocky Mount,VA 24151 Configuration:XO Glazing:Insulating Glass(Annealed) Frame: W-1829=(72") H-1219mm(48") Panel: W-862mm(33.93") H-1130mm(44.5") SPECIFICATION PRODUCT RATING AAMA/NWWDA 101/1.S.2-97 HS-1150 1829 x 1219 (72 x 48) Design Pressure: 2400 Pa(50 psf) Negative Design Pressure: 3208 Pa (67 psf) Product Tested By: National Certified Testing Laboratories Report No: NCTL-110-10177-1/NCTL-110-10125-1 Expiration Date: March 31,2021 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes,VA 23072 Tel: (804)684-5124 Fax: (804)684-5122 12/15/2020 Florida Building Code Online a ,r•,.;., s: ofi. _ 'F ,;.j g o BCIS Home Log In User Registration Hot Topics Submit Surcharge P Stats&Facts t Publications # Contact Us BCIS Site Map ` Links i Search F r{ iJQ Product Approval ,, y« USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail " S,7 FL# FL14251-R5 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived I Product Manufacturer Ply Gem Windows Address/Phone/Email 433 N. Main St. Review Rocky Mount,VA 24151 �'�Ts ®��' (614) 532-3596 , P ®r , luanne.harris@cornersto�n .�i�` PAI�rR Authorized Signature Luanne Harris �IVV luanne.harris@cornerstone-bb.com _. Technical Representative ALL Address/Phone/Email CGS's F, "ALL COMPLY VVI Quality Assurance Representative N®I��AL E erC-rRfC'C«IG Cooe, VAICeN� Address/Phone/Email CR®INANC,E�E CITY®FZ6PHY1RHfLL,9 Category Windows Subcategory Horizontal Slider, Compliance Method Certification Mark or Listing Certification Agency National Accreditation &Management Institute Validated By National Accreditation &Management Institute Referenced Standard and Year(of Standard) Standard Year AAMA/NWWDA 101/I.S.2 1997 AAMA/WDMA/CSA 101/I.S.2/A440 2005 Equivalence of Product Standards Certified By I I affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s)are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity :3Yes 'No :^N/A FL14251 RS COC SA14251&df Product Approval Method Method 1 Option A www.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquDEJErtOSCemJAYf76Hnsp/p2bc!yVBSQZKRdyvUfx46NGOA%3dp/o3d 1/2 12/15/2020 Florida Building Code Online pate Submitted 10/12/2017 Date Validated 10/12/2017 Date Pending FBC Approval Date Approved 10/22/2017 Date Revised 12/10/2020 Summary of Products FL# Model, Number or Name Description 14251.1 472OF Horizontal Slider Builder Series 472OF Horizontal Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14251 R5 C CAC NI009348.01-116.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/31/2021 Design Pressure: +35/-45 Installation Instructions Other: FL14251 R5 II PGW041 SS 2017-02-11.pdf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL14251 R5 AE PER4699 SS 2017-02-11.pdf Created by Independent Third Party: Yes 14251.2 4720F Horizontal Slider Builder Series 4720F Horizontal Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14251 R5 C CAC NI006742.01-R9.pd Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/31/2021 Design Pressure: +50/-67 Installation Instructions Other: FL14251 R5 II PGW042 SS 2017-02-11.pd Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL14251 R5 AE PER4700 SS 2017-02-11.W Created by Independent Third Party: Yes 14251.3 4730F Horizontal Slider Builder Series 4730F Horizontal Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14251 R5 C CAC NI006742-R6.g_df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/31/2021 Design Pressure: +30/-30 Installation Instructions Other: FL14251 R5 II PGW043 SS 2017-02-11,pd Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL14251 R5 AE PER4701 SS 2017-02-11.pd Created by Independent Third Party: Yes Back M— Contact Uk;;2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-467-1824 The State of Florida is an AA/EEO employer.CoRy119ht 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 mall 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 me_. Product Approval Accepts: ,+ ;1 „eC.�ac. www.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquDEJErtOSCemJAYf76Hns°/`2bciyVBSQZKRdyvUfx46NGOA%3d%3d 2/2 398 E. Dania Beach Blvd. BUILDING DROPS Suite 338 A Perfect Solution in Every Drop Dania Beach,FL 33004 Certificate of Authorization:29578 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of Ply Gem Windows "Series 47204" Horizontal.Sliding Prime Window for Florida Product Approval FL# FL14251 Report No. 4700 Current Florida Building Code Method: I —A (Certificate) Category: Windows Sub — Category: Horizontal Slider Product: Horizontal Sliding Window Material: Aluminum 6063-T5 Product Dimensions: 72"x 48" Prepared For: Ply Gene Windows 433 N. Main St., PO Box 559 R 0 Ve ocky Mount, V.A 241.51. %S 1 0 Prepared by: 7 Hermes F. 'Norero, P.E. Florida Professional Engineer#73778 Cr % Date: 02/01/2017 % 0. Cj Contents: :9/ON: -ij�```�� Evaluation Report Pages I—4 11111 t Digitally signed by Hermes F.Norera,P.E. Hermes F.Norero,P.E. Reason:I am approving this document Florida P.E.No.73778 Date:2017.02.11 18:16:57-05'00' Page 1 of 4 ` . . . BUILDING ��������N� ��#: ���43�� ������V—�� Date: 02/01/2017 A Perfect Solution im Every Drop Report No: 47OO Certificate vr Authorization:zys7u Manufacturer: Ply Gem Windows Product Category: Windows 9roduct6qb'Cmtegmry: Horizontal Slider Compliance Method: State Product Approval Method (1)(a) Product Name: Series 4720'F Horizontal Sliding Prime Window (Non-impact) 72"x4O" Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for Ply Gem Windows based onMethod laof the State nf Florida Product Approval, Florida Department of Business and Professional-Florida Building Commission. Hermes F. Norero, P.E.does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions PGW042 provided by manufacturer for specific use parameters. Limits mfUse: 1. This product has been evaluated and is in compliance with the current Florida Building Code, excluding the"High Velocity Hurricane Zone" (HVHZ). 3. Product anchors shall beas listed and spaced as shown ondetails. Anchor embedment into substrate material shall be beyond wall dressing orstucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the current Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of PGW042 require further engineering analysis bya licensed engineer or registered architect. S. See Installation Instructions PGW042 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No.73778 Page 2of4 Hermes F.wvn:m.p.c. Florida P.s.No.7uzru Page rvf4 . . . ` ` BUILDING ��������N� ��#: ����2�� &�U����-�� — � Data: 02/01/2017 A Perfect Solution io Every Drop Report No: 47OO Certificate vf Authorization:zgs7u Certification Agency: The manufacturer has demonstrated compliance ofproducts in accordance with the applicable Florida Building Code requirements for product certification and quality assurance through National Accreditation& Management Institute, Inc. (F8C Organization#: CER1773). Performance Standards: The product described herein has been tested per: * AAMA/NVVVVDA1O1/|.S.2'97 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratory (F8C Organization#TST4744) Report#: N[TLl1D'1O177'1, Report Date 04/06/06 Report#: NCTL11O'1O13S'1, Report Date D4/OG/O5 *Gateway Size Testing J. Certification Agency National Accreditation and Management Institute (FB[Organization#: CER1773) Hermes ENoreno, P.E. Florida No.7377A . Page 3uf4 Hermes F.wnrem.p.s. Florida P.s.No.mna Page on,4 . . . . BUILDING ������`N��! ���: ������� ����m�'N~�� = � Date: 02/01/3017 APerfact Solution imEvery Drop Report No: 47OO � Certificate vr Authorization:zys7o Installation: 1. Approved anchor types and substrates areas follows: A. For two by(2X)wood frame substrate, use#8 Wood Screws of sufficient length to achieve minimum embedment uf1.S" into wood framing. B. For two by(ZD)wood frame substrate,use 10d common nails or11 gauge roofing nails of sufficient length to achieve minimum embedment of 2.0" into wood framing. C. For steel stud frame substrate, use#8TEK Screw of sufficient length to achieve 3threads of minimum engagement. Refer to Installation Instructions (PGW042)for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressures Hermes F. Nunero, P.E. _ Florida No.73778 Page 4of4 ^ Hermes F.wurem.p.e. Florida�E.No.rmr Page 4vf* 'P yG -M INSTALLATION NOTES: 1.ONE(1)INSTALLATION ANCHOR 15 REQUIRED AT EACH ANCHOR PLY GEM WINDOWS 433 N.MAIN ST.,PO BOX 559. LOCATION SHOWN,UNLESS OTHERWISE STATED. ROCKY MOUNT,VA 24151 2 MINIMUM ER OF INSTALLATION OF ANCHORSANCHORS E USED DEPICTEDOR IS THE BUILDER SERIES 472OF ALUMINUM HS WINDOW pN:540-484-6348 FX:540-084-6683 INSTALLATION. M 3.INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF II/21NCH OF THE DEPICTED LOCATION IN THE vJ Zug ANCHOR LAYOUT DETAIL(I.E.,WITHOUT CONSIDERA77ON OF p M TOLERANCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE N r Z INSTALLATION ANCHOR TO THENEXT N ¢o: a•<2x 4.FOR INSTALLATION THROUGH 2X BUCK USE N8 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1112 INCH MINIMUM _EMBEDMENT INTO WOOD SUBSTRATE. •0 GENERAL NOTES: a S.FOR INSTALLATION THROUGH 2X BUCK USE 10d COMMON NAIL OR a a c 11 GAUGE ROOFING NAIL OF SUFFICIENT LENGTH TO ACHIEVE 2 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND G a Cp w L INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE.REQUIRED MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA � NAIL HEAD DIAMETER TO BE AT LEAST 0.375". BUILDING CODE(FBC),EXCLUDING HVHZ AND HAS BEEN �+ a EVALUATED ACCORDING TO THE FOLLOWING: 6.FOR INSTALLATION THROUGH STEEL STUD USE#8 TEKSCREW OR • AAMA/NWWDA/101/I.S.2-97 EQUIVALENT OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS as ' MINIMUM ENGAGEMENT THROUGH STEEL FRAME SUBSTRATE. 2.ADEQUACY OF THE EXISTING STRUCTURAL Q N O 0 o CONCRETE/MASONRY AND 2X FRAMING a A MAIN WIND TABLE OF CONTENTS 7.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND m � � FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK TRANSFERRING APPLIED PRODUCT LOADS TO THE SHEET REVISION SHEET DESCRIPTION VENEER,AND SIDING. FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR 8.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. I B INSTALLATION d GENERAL NOTES Z MADE OF CORROSION RESISTANT MATERIAL OR HAVE A 3. IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND 2 B ELEVATION 6 ANCHOR LAYOUT O L1J CORROSION RESISTANT COATING. ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE Cb STRUCTURE.BUCK DESIGN AND INSTALLATION ISTHE 3 B VERTICAL SECTIONS �,,-^^� ZO Z¢ 9.FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD 4 B HORIZONTAL SECTIONS&GLAZING DETAILS v/ 0 3:INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. FOR THE PROJECT OF INSTALLATION. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR ``M H W W EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 4.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC J V lD 'O AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC W W K V 10. INSTALLATION ANCHORS SHALL BE INSTALLED IN SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE C p = m ACCORDANCE WITH ANCHOR MANUFACTURER'S FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED L) LL INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC a V USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE DOCUMENTS FOR USE WITH THIS DOCUMENT. O O MINIMUM STRENGTH SPECIFIED BY THE ANCHOR U N MANUFACTURER. S.APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCTIN AREAS REQUIRING IMPACT RESISTANCE. O Q �q 11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE 6. WINDOW FRAME MATERIAL:ALUMINUM 6063-TS FOLLOWING PROPERTIES: A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. 7.GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS �' t.••••:, B.STEEL-MINIMUM YIELD STRENGTH OF 33 KSI.MINIMUM WALL CHARTS.SEE SHEET4 FOR GLAZING DETAIL. THICKNESS OF 33 MILS. ,• t , n B. DESIGNATIONS DESIGN PRESSURE RATING "X"AND"O"STAND FOR THE FOLLOWING: •.. : �b� %: OPERABLE PANEL GLAZE TYPE DESIGN PRESSURE MISSLE IMPACT RATING 0: FIXED PANEL 1 +50/-67 P5F NOT RATED LLLL11..yyyD.__11 . a .. he LL 00 �� V 2 hZ Dlgttally slgned by Hennes F.Norero,P.E. DWG#: Reason:I.0.1118:08:this document PGW042 Date:2017.02.11 18:06:25-05'00' SHEET: 1 OF 4 P .A Et Ma 433 N.MAIN ST..PO BOX 559. ROCKY MOUNT,VA 24151 PH:540484-6348 FX:546484-6683 Z�o UNIT MAX. u= d o ~>m WIDTH 72.00" n p Ox1`� SASH MAX. D.L.O.MAX, w i= a w WIDTH WIDTH 5: Z H mn 34.00" 33.9375" a Fp+ pN 99"MAX, tu 5oz' 4 M 4.00MAX. CORNER TYP w O.C.TYP a '0- ° d INSTALLATION �,6 ANCHORS N 9 p O N E o UNIT SASH 4 D.L.O. 1 MAX. MAX. Gw F "X. a. G F� MAX. 14"MAX. X p" m V) -1 HEIGHT HEIGHT 4 4 4 4 HEIGHT O.C.TYP 48.00" 45.00" 43.375" -7 Z Z ~ U A B H H w w 3 3 w a Z p O p = cUD U W W � p O O V N ELEVATION ANCHOR LAYOUT e .. . ... r f. F LL � ESQ y P�* 00 3� p DWG#: P&W042 SHEET: 2 OF 4 11/2"MIN.EMBEDMENT #8 TEK SCREW CONCRETE/MASONRY BY OTHERS #8 WOOD SCREW 3 THREADS OF MIN. INSTALLATION ANCHOR 0P"/G'L:m' L * INSTALLATION ANCHOR ENGAGEMENT Y WlNbo11 CAULK BETWEEN CONCRETE/MASONRY&2X SHEATHING BY OTHERS 433 N.MAIN ST.PO BOX 559. K BY OTHERS WOOD BUCK FLASHING BY OTHERS METAL STUD ROCKY MOUNT,VA 24161 -\ BY OTHERS 2X WOOD BUCK ....... CAULK BETWEEN ...... SHEATHING BY OTHERS • E Y8"MIN.EDGE FIN& .."* PH:540-484-6348 FX:540-484-6683 FLA,5HINGRYOTHER5—.. EXTERIOR FIN15H 3/8"MIN.EDGE I DISTANCE BY OTHERS .... DISTANCE PERIMETER CAULK Z C) Z"z Olt EXTERIOR FINISH 71 BY OTHERS BY OTHERS vi> PERIMETER:CAULK 1/4"MAX, 1/4"MAX. BY OTHERS SHIM SPACE SHIM SPACE c > O.A. O.A. -J,Lu 0 WINDOW EXTERIOR INTERIOR WINDOW EXTERIOR INTERIOR Ca HEIGHT F7n. HEIGHT Lu SEE GLAZING CL N c; SEE GLAZING DETAILI L DETAIL VERTICAL SECTION rb co V)--� VERTICAL SECTION V) HEAD-ZX WOOD BUCK 3 HEAD-METALSTUD FIN INSTALLATION FIN INSTALLATION z OLu SEE GLAZING 444SEE GLAZING 1-4 z a z't DETAIL 1 I DETAIL I T u > UJ Im 0 Lu V) zO O.A. INTERIOR C.A. INTERIOR w 11c EXTERIOR a a X WINDOW WINDOW EXTERIOR M HEIGHT HEIGHT u- u. C) o 1/4"MAX. 1/4"MAX. '..) - PERIMETER CAULK SHIM SPACE 3/8"MIN SHIM SPACE .0 BY OTHERS EDGE DISTANCE - PERIMETER CAULK 3/8"MIN.EDGE X OT HERS C T E A H RIOP CAULK EP-5 BY OTHERS EXTERIOR FINISH BY OTHERS EXTERIOR FINISH DISTANCE BY OTHERS A CONCRETE/MASONRY CAULK BETWEEN ..... CAULK BETWEEN �BY OTHERS FIN&SHEATHING FLASHING BY OTHERS 2X WOOD FRAME BY OTHERS FIN&2X WOOD BUCK #8 WOOD SCREW FLASHING BY OTHERS INSTALLATION ANCHOR SHEATHING BY OTHERS CAULK BETWEEN 11/2"MIN.EMBEDMENT 10d COMMON NAIL CONCIIETE/MASONRY&2X-� 2"MIN.EMBEDMENT ——1vl ORUGAUGE z Lu WOOD BUCK BY OTHERS ROOFING NAIL a 4 z u- VERTICAL SECTION g VERTICAL SECTION bW&#: SILL-2X WOOD BUCK 3 SILL-2X WOOD FRAME P&W042 FIN INSTALLATION FIN INSTALLATION SHEET: 3 OF 4 3/8"MIN.EDGE `- 3/8"MIN.EDGE DISTANCE �t a...' DISTANCE *r D I VG5m 1/4"MAX. 1/4"MAX. !ytJE[j[I(Nd� 2X WOOD BUCK SHIM SPACE SHIM SPACE 2X WOOD FRAME BY OTHERS 433 N.MAIN ST..PO BOX 559, 10d COMMON NAIL BY OTHERS ROCKY MOUNT,VA 24151 ORIIGAUGE CAULK BETWEEN 2X WOOD < ROOFING NAIL #8 WOOD SCREW PH:510 4846N8 FX:590 4846683 BUCK&CONCRETE/MASONRY "' INSTALLATION ANCHOR BY OTHERS • '• INTERIOR INTERIOR V) g m :e SEE GLAZING SEE GLAZING i H d DETAIL 1 DETAIL I 2"MIN.EMBEDMENT ' 11/2"MIN.EMBEDMENT h zZ .......... a a w FLASHING BY OTHERS = ....... ... . SHEATHING w F ZA EXTERIOR FINISH BY BY OTHERS tii ¢ oa OTHERS EXTERIOR EXTERIOR FLASHING BY OTHERS a m 1q CAULK BETWEEN FIN& CAULK BETWEEN FIN Q 2X WOOD BUCK O A O A SHEATHING PERIMETER CAULK WINDOW WINDOW EXTERIOR FINISH ¢ ry a BY OTHERS WIDTH WIDTH BY OTHERS o PERIMETER CAULK m h F HORIZONTAL SECTION HORIZONTAL SECTION BY OTHERS 4 JAMB -2XWOODBUCK 4 JAMB-2XWOOD FRAME FIN INSTALLATION FIN INSTALLATION z O w Z z 2 > w w a L u w Z o aL 0 a = V IL w a a O o V N 0.75"O.A. O INSULATED ¢ `O INTERIOR 1 r GLASS ````: O.! ?*�TVl EXTERIOR / INTERIOR p ga4ai N'I ? ————————— SILICONE BACK BEDDING 50"GLASS rrdJy''•• EXTERIOR BITE PEZ�t�`�: STEEL SPACERY, i NOTE: o Z V) m U- ¢� E HORIZONTAL SECTION GLASS THICKNESS AND TYPE o a a:a: Z 4 MEETING RAIL GLAZING DETAIL 1 E 300REQUIREMENTGLASS DSHALL COMPLY WITH ASTM WG# CHARTS. 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Product Approval Menu>Product or Application Search>Application List>Application Detail - FL# FL14104-R18 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments -,Q Archived , i COD �^ PCIA�L�L1Vgro0 �°Rl©A8 C�0"Pt�r, ry rVV1Product Manufacturer JELD-W �,, ®, p CC7"P C 1Cr0),e, AIC'ivCAddress/Phone/Email 3737 LaiGWZ Klamath Falls, O l(800) 535-3936 fbcl@jeld-wen.com Authorized Signature Rylee Sumner Fricks fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601 (800)535-3936 /�� customerserviceagents@jeld- ,c Quality Assurance Representative P VV 1/�P Address/Phone/Email �ry r Y�� Category Windows Subcategory Single Hung 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/WDMA/CSA 101/I.S.2/A440 2008 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 09/27/2019 Date Validated 10/04/2019 Date Pending FBC Approval www.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsKhgANvDgZwhRpKSfNlgxlYu8CKDJRgAd5MUoeS[vSMwp/p3dp/pad 1/3 12/15/2020 Florida Building Cade Online Date Approved 10/10/2019 Date Revised 07/29/2020 Summary of Products FL# Model, Number or Name Description 14104.1 Builders Vinyl (V-2500) Tilt Single Hung 48"x 77"Annealed Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14104 RIB C CAC R-PG50-48x77.g_df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/04/2021 Design Pressure: +50/-50 Installation Instructions Other: FL14104 R18 II Bldr Vinyl Tilt SH FBC Installs 48x77 SS 2017-06-13.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL14104 R18 AE PER4868 SS 2017-06-13.pd Created by Independent Third Party: Yes 14104.2 Builders Vinyl (V-2500) Two Wide Tilt Single Hung 84"x 57"Annealed Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14104 R18 C CAC XX R-PG50-84x57.pd Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2021 Design Pressure: +50/-50 Installation Instructions Other: FL14104 R18 II R-PG50=84x57 Installation Instructions.pd Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL14104 RIB AE PER 3076.pff Created by Independent Third Party: Yes 14104.3 Builders Vinyl (V-2500) Three Wide Tilt Single Hung 108"x 74"Annealed Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14104 RIB C CAC XXX R-PG50 108x74.pd Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/26/2021 Design Pressure: +50/-50 Installation Instructions Other: FL14104 RIB II BV-Triple TSH CHS PG50 108x74 SJW2012- 014 Nail Fin 5-25-16.12df Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 14104.4 Builders Vinyl (V-2500) Three Wide With Center Picture Tilt Single Hung 109"x 74" Annealed Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14104 R18 C CAC XOX R-PG50-109x74.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/29/2022 Design Pressure: +50/-50 Installation Instructions Other: FL14104 RIS II XOX R-PG50- 10904 Installation Instructions.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL14104 R18 AE PER 3077.odf Created by Independent Third Party: Yes 14104.5 Builders Vinyl (V-2500) Tilt Single Hung 36"x 84"Annealed Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14104 R18 C CAC R-PG35-36x84.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/20/2024 Design Pressure: +35/-35 Installation Instructions Other: FL14104 R18 II R-PG3S- 36x84 Nail Fin Installation Instructions.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 14104.6 Builders Vinyl (V-2500) Tilt Single Hung 52 1/8"x 75"Annealed Insulated Glass Limits of Use Certification Agency Certificate www.floddabuilding.org/pr/pr app_otl.aspx?param=wGEVXQwtDgsKhgANvDgZwhRpKSfNIgxlYu8CKDJRgAd5MUoeSivSMw%3d%3d 2/3 12/15/2020 Florida Building Code Online Approved for use in HVHZ: No FL14104 R18 C CAC R-PG50-52 125x75 pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/13/2022 Design Pressure: +50/-50 Installation Instructions Other: FL14104 R18 II R-PG50- 52,125x75 Installation Instructions.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL14104 R18 AE PER 3079.pd Created by Independent Third Party: Yes 14104.7 Builders Vinyl (V-2500) Tilt Single Hung 48"x 72"Annealed Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14104 R18 C CAC R-PG35-48x72 DP-40 Cent New.pd Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/25/2023 Design Pressure: +35/-40 Installation Instructions Other: FL14104 R18 II R-PG35-48x72 DP- 40 Installation Instructions.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 14104.8 Builders Vinyl (V-2500) Tilt Single Hung 36"x 72"Annealed Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14104 R18 C CAC R-PG50-36x72 DP-55.pd Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/09/2021 Design Pressure: +50/-55 Installation Instructions Other: FL14104 R18 II Bldr Vinyl TSH FBC 36x72 AT 2016-10- MRdf FL14104 R18 II Bldr Vinyl TSH FBC 36x72 SS 2016-10- MP-df Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL14104 RIB AE PER4544.pff Created by Independent Third Party: Yes 14104.9 Builders Vinyl (V-2500) Three Wide Tilt Single Hung 108"x 74"Annealed Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14104 R18 C CAC JELD-WEN- Builders Vinyl SH Tilt Triple Approved for use outside HVHZ:Yes ( )ADr 2016 R1 (ext5)ypf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +35/-35 01/26/2021 Other: Installation Instructions FL14104 R18 II BV-Triple TSH CHS PG35 108x74 SJW2012- 014 Nail Fin 9-27-19.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back fdext Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.J QRyllght 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 550.487.1395.'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: eEti�F C. it:carei` -- _ +afL'. .._ :.:.......... :: www.floddabullding.org/pr/pr app_otl.aspx?param=wGEVXQwtDgsKhgANvDgZwhRpKSfNlgxIYu8CKDJRgAd5MUoeSivSMw%3d%3d 3/3 BUILDING DROPS 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 A Perfect Solution in Every Drop 954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX contact@buildingdrop5.COM Product Evaluation Report Of JELD-WEN, inc. Builders Vinyl Tilt Single Hung Window . for Florida Product Approval Report No. 4868 Current Florida Building Code Method: 1 —A (Certification) Category: Windows Sub — Category: Single Hung Product: Builders Vinyl Tilt Single Hung Window Material: PVC Product Dimensions: 48"X 77" Prepared For: JELD-WEN, inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 Prepared by: Hermes .Torero, P.E. ���AV.: F.+''Mill Florida Professional Engineer#73778 ������;... .; �40ll' Date: 06/10/2017 �. :'Q0 Contents: 7 =_ Evaluation Report Pages 1—4 Digitally signed by Hermes F.Norero,P.E. 0 •.•: ( pP;• <(/ Reason:I am approving this document ij�T� ..• �_ �� Date:2017.06.13 15:46:20-04'00' /� ss �•••• �� Hermes'Mdd�i o,P.E. Florida No.73778 BUILDING DROPS A Perfect Solution in Every Drop Date: 06/10/2017 Certificate of Authorization:29578 Report No: 4868 Manufacturer: JELD-WEN,inc. Product Category: Windows Product Sub-Category: Single Hung Compliance Method: State Product Approval Method (1)(a) Product Name: Builders Vinyl Tilt Single Hung Window 48"X 77" Scope: This is a Product Evaluation Report issued by Hermes Norero, P.E. (FL#73778)for JELD-WEN,inc. based on Method 1a of the State of Florida Product Approval, Department of Business and Professional Regulation - Florida Building Commission. Hermes Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions SJW2012-202-FBC,signed and sealed by Hermes Norero, P.E. (FL# 73778)for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the current Florida Building Code, excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the current Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing SJW2012-202-FBC require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions SJW2012-202-FBC for size and design pressure limitations. Hermes Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS A Perfect Solution in Every Drop Date: 0 0/2017 Certificate of Authorization:29578 Report Noo:: 4868 Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a Certification Agency through American Architectural Manufacturers Association (FBC Organization#CER1498). Performance Standards: The product described herein has been tested per: • AAMA/WDMA/CSA 101/i.S.2/A440-08 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratories (FBC Organization# TST 9341) Report#: SJW2012-202, Report Date: 10/29/2012 Report#: NCTL-110-16-134, Report Date:01/27/2017 2. Certification Agency American Architectural Manufacturers Association (FBC Organization#: CER1498) Hermes Norero, P.E. Florida No. 73778 Page 3 of 4 T BUILDING DROPS A Perfect Solution in Every Drop Date: 06/10/2017 Certificate of Authorization:29578 Report No: 4868 Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: A. For two by (2X)wood frame substrate, use#8 Wood Screw type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. B. For concrete or masonry substrate where one by(1X), non-structural,wood bucking is employed, use 3/16"diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For steel stud substrate, use#8 ITW TEK Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Nail Fin Installation: A. For two by(2X)wood frame substrate, use#8 Wood Screw type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. Refer to Installation Instructions (SJW2012-202-FBC)for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure Positive 50 PSF Negative 50 PSF Hermes Norero, P.E. Florida No. 73778 Page 4 of 4 4" MAX. NAIL FIN INSTALLATION FROM 12" O.C. MAX. CORNERS 1 11/2"MIN.EMBEDMENT 2 3 MIN.DISTANCE MIN.DISTANCE FOR EDGE:3/4" FOR EDGE:3/4" 12" O.C. MAX. 114'MAX SHI M SHIM SPACE .3 2 1/4"MAX SHIM SPACE FRAME SECTION(TYP) 1 1/2"MIN. VERTICAL SECTION EMBEDMENT NOTE.C.N batweu NW H,FWgm A Wood Ope N. �J MIDSPAN ) I JAMB SECTION(TYP) HORIZONTAL SECTION O I/4"MAX NOTE:Caulk between Nulling Fl.lge d Woad Op.M9 SHIM SPACE 3 MIN.DISTANCE FOR EDGE:3/4" 2 Max Frame OP RATING IMPACT 1 11/2"MIN.EMBEDMENT 48 x 77 +50/-50 NO Installation Notes: General Notes: 1. Seal flange/frame to substrate. 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria 2. Use#8 PH or greater fastener though the nail fin with sufficient length to penetrate a minimum of 1 1/2" of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida into the wood framing. For 2X wood frame substrate(min.S.G.=0.42). Building Code(FBC)and the industry requirement for the stated conditions. 3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 2. All glazing shall conform to ASTM E1300. to the structure. The host structure is the responsibility of the architect or engineer of record for the 3. At minimum,glazing shall be single strength annealed insulating glass. project of installation. Digitally sign, 00 W4i"..&rero,P. . This schedule addresses only the fasteners required to anchor the ReasoN, bm ancroFng . dUCy nt window to achieve the rated design pressure up to the size limitations Date`0 � � 1 �: 0 noted. It is not intended as a guide to the installation process and does PROJECT ENGINEER: DATE: not address the sealing consideration that may arise in different wall �'� O -- 03/31/2017 3737 Lakeport Blvd conditions. For the complete installation procedure,see the instructions JELDrWEN 7 = DRAWN BY: SCALE: Klamath Falls,OR.97601 packaged with the window or go to www.jeld-wen.com. __ *: • _ J.HAWKINS NTS Phone: (541)882-3451 T TI CHECKED BY: TITLE: D.BELAU O pP, <v- APPROVED BY: Builders Vinyl Tilt Single Hung DISCLAIMER: �� �K` :• �� �� J.GOOSSEN This drawing and its contents are confidential and are not to be �i rG PART PRO ECT ��'r ,e�® o reproduced or copied in whole or in part or used or disclosed to others ida o. 7QiN Db0 4�� except as authorized by JELD-WEN Inc. 398 East DaYAI Mt1ld�1 . Suite 33B IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET Dania Beach, FL 33004 SJW2012-202-F C BldrsVinyITSH A I IOF4 THROUGH FRAME 4" MAX. MIN.DISTANCE INSTALLATION 13 1/2" FROM FOR EDGE:3/4" 3 O.C. MAX. CORNERS 1 A 1 2 � 11/2"MIN. EMBEDMENT 8 3/4" 1 I/2"MIN. O.C. MAX. EMBEDMENT 1 1/4"MAX SHIM SPACE 1/4"MAX 3 FRAME SECTION(TYP) SHIM SPACE VERTICAL 5ECTION o.� ' MIN.DISTANCE 2 FOR EDGE:3/4" 17�2 b 1 JAMB SECTION(TYP) HORIZONTAL SECTION 0 SHIM MAX SHIM SPACE � r Max Frame OP RATING IMPACT 3 48 x 77 +50/-50 1 NO Installation Notes: General Notes: 1. Seal flange/frame to substrate. 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria 2. Use#8 PH or greater fastener though the frame with sufficient length to penetrate a minimum of 1 1/2" of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida into the wood framing. For 2X wood frame substrate(min.S.G.=0,42). Building Code(FBC)and the industry requirement for the stated conditions. 3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 2. All glazing shall conform to ASTM E1300. to the structure. The host structure is the responsibility of the architect or engineer of record for the 3. At minimum,glazing shall be single strength annealed insulating glass. project of installation. ,0111111111111 This schedule addresses only the fasteners required to anchor the ``�� ES F. O �1i window to achieve the rated design pressure up to the size limitations % . ;..: ., noted. It is not intended as a guide to the installation process and does PROJECT ENGINEER: DATE: not address the sealing consideration that may arise in different wall •: O -- 03/31/2017 JELBrWENKlamath 3737 Lakeport Blvd 7 _ DRAWN BY: SCALE: Falls,OR.97601 conditions. For the complete installation procedure,see the instructions = * * J.HAWKJNS NTS Phone: (541)882-3451 packaged with the window or go to www.jeld-wen.com. T T [Y CHECKED BY: TITLE: D.BELAU O •., pP;• �v APPROVED BY: Builders Vinyl Tilt Single Hung DISCLAIMER: �� '� �� �� J.GOOSSEN This drawing and its contents are confidential and are not to be �® rG PART PRO ECr No,: reproduced or copied in whole or in part or used or disclosed to others /V]p�;d `o-, 77 s�� D60 499 ..........i 1CI n%AICAI i-_ •1QR Fact na4la fwa,11► i6� a,;+o grAR IDENTIFIER No. PLANT NAME AND LOCATION: I CAD DWG.No.: REV: SHEET 4" MAX. MASONRY MIN.DISTANCE MASONRY INSTALLATION FROM BLOCK FOR EDGE:2 1/2• �- -r CORNERS a 1 a -a o2 a 3JE 1 1/4"MIN. MBEDMENY 11/4"MIN. d�MIDSPAN EMBEDMENT 16 1/2" O.C. MAX. 3 1/4"MAX 1/4°MAX d SHIM SPACE SHIM SPACE MIN.DISTANCE FOR EDGE:2 1/2" 2 FRAME SECTION(TYP) VERTICAL SECTION v p Q r MASONRY BLOCK JAMB SECTION(TYP) HORIZONTAL SECTION �o '-0 1 1/4"MAX SHIM SPACE v ° a v 3 Max Frame I DP RATING IMPACT MASONRY 48 x_77 +50/-50 1 NO BLOCK Installation Notes: General Notes: 1. Seal flange/frame to substrate. 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria 2. Use 3/16"Tapcon or equivalent fasteners through frame with sufficient length to penetrate a minimum of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida of 1 1/4"into concrete or masonry at each location with a 21/2"min from edge distance. For concrete Building Code(FBC)and the industry requirement for the stated conditions. (min.=3000psi)or masonry(CMU shall conform to ASTM C90). 2. All glazing shall conform to ASTM E1300. 3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 3. At minimum,glazing shall be single strength annealed insulating glass. to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. ``��1111111/j/�I This schedule addresses only the fasteners required to anchor the 'SF window to achieve the rated design pressure up to the size limitations �� noted. It is not intended as a guide to the installation process and does PROJECT ENGINEER: DATE: not address the sealing consideration that may arise in different wall ` -- 3737 Lakeport Blvd • : o r 03/31/2017_ �_ conditions. For the complete installation procedure,see the instructions 7 JELBrWENK[amath DRawN BY: scALE: Falls,OR.97601J.HAWICNS NTS Phone: (541)882-3451 packaged with the window or go to www.jeld-wen.com. =_ *. • = T l" CHECKED BY: TITLE: A t4i D.BELAU �O � APPROVED BY: Builders Vinyl Tilt Single Hung DISCLAIMER: 1GOOSSEN This drawing and its contents are confidential and are not to be �i �S G �� PART PRO ECT D �� reproduced or copied in whole or in part or used or disclosed to others ^ ^ ^ 11�d _o:.'>�3�s��1 D60 4�5 D1 nnir kl——n i nrn-1. rnn n nrr_ cucc r 4" MAX. MIN.DISTANCE STEEL INSTALLATION FROM FOR EDGE:1/2" Min.embedment —r CORNERS �of three Threads 2 3 past frame ' 1 b 18 gauge min 18 gauge mitt �MIDSPAN 16 1/2" � 1/4"MAX Steel Stud Steel Stud O.C. MAX. SHIM SPACE 1/4"MAX 3 SHIM SPACE MIN.DISTANCE FRAME SECTION(TYP) FOR EDGE:1/2" VERTICAL SECTION Min.embedment of three threads 2 past frame i 1 JAMB SECTION(TYP) O HORIZONTAL SECTION U 1 D 1/4"MAX SHIM SPACE O 38 gauge min Steel Stud 3 Max Frame DP RATING IMPACT 48 x 77 +50/-50 1 NO Installation Notes: General Notes: 1. Seal flange/frame to substrate. 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria 2. For anchoring into metal framing,use#8 TEK Self Tapping screws with sufficient length to achieve a of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida minimum embedment of three threads past the frame thickness. Locate anchors as shown in Building Code(FBC)and the industry requirement for the stated conditions. elevations and installation details. Steel substrate min.18ga.,fy=33 ksi. 2. All glazing shall conform to ASTM E1300. 3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 3. At minimum,glazing shall be single strength annealed insulating glass. to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. `,,,Illllllf///�'' This schedule addresses only the fasteners required to anchor the `�� �S F. window to achieve the rated design pressure up to the size limitations �� . �,.:. ., noted. It is not intended as a guide to the installation process and does �� PRO]ECr ENGINEER: DATE: 3737 Lakeport Blvd not address the sealing consideration that may arise in different wall '�; . •: O -- 03/31/2017 JELDrWENK[amath Falls,OR.97601 conditions. For the complete installation procedure,see the instructions _ * ,' 7 DRAWN BY: SCALE:';*, _ 3,HAWKINS NTS Phone: (541)882-3451 packaged with the window or go to www.jeld-wen.com. � • T T ; .� CHECKED BY: TITLE: 44, D.BELAU w�O '• ( pP;� 407 APPROVED BY: Builders Vinyl Tilt Single Hung DISCLAIMER: �� '� �_ .�� ].GOOSSEN This drawing and its contents are confidential and are not to be �� ' \0 �� PART PRO ECT o reproduced or copied in whole or in part or used or disclosed to others �➢©� �� D604��