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Home My WebLink About20-887 r niunrou- - City of Zephyrhills PERMITNUMBER 5335 Eighth Street Zephyrhills, FL 33542 BAR-000887-2020 r Y. Phone: (813)780-0020 Fax: (813)780-0021 Issue Date: 11/13/2020 Permit Type: Add/Alter (Residential) Property,Number Street Address 34 25 210180 00000 3380 137153 Neukom Avenue Owner Information Permit Information Contractor Information Name: DANIEL&KATHY MCWILLIAMS Permit Type:Add/Alter(Residential) Contractor:WEATHER TITE WINDOWS Class of Work:Add/Alter Residential Address: 37153 Neukom Ave Building Valuation:$12,000.00 ZEPHYRHILLS,FL 33542 Electrical Valuation:$0.00 Phone: (203)300-2894 Mechanical Valuation:$0.00 Plumbing Valuation:$0.00 Total Valuation:$12,000.00 Total Fees:$150.00 (/ Amount Paid:$150.00 I Date Paid:11/13/2020 9:40:49AM Project'Description INSTALLATION 6 WINDOWS TO SCRN PORCH Application Fees Building Permit Fee $100.00 Building Plan Review Fee $50.00 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 813-780-0020 City of Zephyrhills Permit Application Fax-813-78U-UU21 Building Department c' G Date Received ^ Phone Contact for Permitting a (3) -I 0 g-0 �3 €€€€€€€a €€€€a Owner's Name v-l 4 w 10- 0-iA 1-4 5 r 4 Owner Phone Nurn 0-3-3 Owner's Address 7153 /VeyXOM AV Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address 2 2 JOB ADDRESS 37J53 L7t/elwx OM AV LOT# JJ SUBDIVISION G"1✓J R I?-0A+'j PARCEL ID# 3 y-2.5- Z 1 6t7000-_73.50 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CCNSTR e ADD/ALT SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR = COMM = OTHER TYPE OF CONSTRUCTION BLOCK = FRAME = STEEL DESCRIPTION OF WORK -_PL AC 4: trE ej 040 POaG14 W I T W GL pis 5 BUILDING SIZE I SQ FOOTAGE HEIGHT ccXcIEc c€W.XXX&Xcccrc3ccccW.c ff.cc-cck9:UXI.-X:XM:WW.WICK c ff.XCWX@cccXWk9EC-ccc MIL cI UILDING $ y Z, 0O 0 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ 1 AMP SERVICE 0 PROGRESS ENER Q R.E.C. =PLUMBING $ j =MECHANICAL $ +VALUATION OF MECHANICAL INSTALLATION �, f' =GAS = ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO O BUILDER NY 7ge/b•.TTE (,il)dWS SIGNATURE REGISTERED /N FEE CURREN Y J N Address 1Q ln1 CoL�l,nnrj uS License# C(S C 1ST SSy ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/N FEE CURREN L11 N Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address License# MECHANIC)4L'�, `'•, ti COMPANY SIGNATURE" p�'! ' S REGISTERED Y/N FEE CURREN Y J N Address License# OTHER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address 1a!€€€ilia aa■aa5!-i-144][aI2-i-M0i'l5 s,'aa as la aa■1N as al■a 195 N a I a N Z I I Z a I[a s 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,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ""PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required.(A/C upgrades over$7500) Agent(for the contractor)or Power of 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 roadways..needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department NOTICE OF DEED RESTRICTIONS:The undersigned understands that this 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 property licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES:The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings,or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and 90-07,as amended.The undersigned also understands,that such fees,as may be due,will be identified at the time of permitting.It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release.If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance.Furthermore,if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended):If valuation of work is$2,500.00 or more,I certify that I,the applicant, have been provided with a copy of the"Florida Construction Lien Law—Homeowners Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs.If the applicant is someone other than the"owner',I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner'prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT:I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development.Application is hereby made to obtain a permit to do work and installation as indicated.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/WastewaterTreatment. Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency-Asbestos abatement. Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone W"unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in 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 withinJhe stem wall. - If fill material is to be used in any area, I certify that use`tifr,such fill will not adversely affect adjacent properties. If use of fill is found to adversely affecf-adjacent'properties, the d"Wrierinay'tie"cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction.I understand that a separate permit may be required for electrical work,plumbing,signs,wells,pools,air conditioning,gas,or other installations not specifically included in the application.A permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes.Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced.An extension may be requested,in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension.If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.IF YOU INTEND TO OBTAIN FINANCING, CONSULT FLORIDA JURAT(F.S.117.03) //]] � � �e��before, OWNER OR AGENT � C (i(/� � CONTRACTORSutyscr'�ped and swam t irmgd)beforeme this Subs rib d and sworn to(or ID/L/20 by A O )20 by /CH1tFL �{Oc 1,4'JOE@ Who is/are personally known to me or has/have produced Who is/are personally known to me or has/have produced as identification. as identification. 4e_r� fotary Public Notary Public If Commission No. GG )2) 2 Commission o. CG 12,102,% Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped SPENCER KNSS ' MY COMMISSION#GG 121021 `lap:?Ya' SPENCER KASS ice: a •••. � °�- EXPIRES:November-1,2021 :*. MY COh1MISSION#GG 121021 v F °•` Uomded'Thry Pd�iary Public_Inderwrilers o, EliPIRES:November 1,2021 Bended Thru tdr"ary Public Underwriters �pp�l �p y 2119 W,Cotumb}ts DrIyc+Tampa,Flarida 33607 hvvt-" i!'JS�RAiiRI�CA�o (941)870-0619+(813)G-0131 �r Y� i!* HIE lr Itlees +-G PURCHASE AGREEMENT ��0 9 @ (727)280-6029+(800}640-3Yb1 �� GGCff 1515541 ° THIS CONTRACT madethis—Day of ��`l li S 2p 2 by and betwcan WeathcrTite,((hereinafter referred to as"Seller") and Nance: Df.y "1" Vq4 t nGl{Jt[{(CW1S Address: tS W tlkketa AcCG city; Z c 1, rYt�l s state: T_ Zip: �35� Email: tw.dl� D A 1t.tce,L Primary.Plione: Z U� iDU^ L }y Secondary Phone: (hereinafter referred to as"Buyer") Sel ler agrees to sell,and buyer agrees to buy,all those materials and labor necessary to instrRU the same as set forth in,the following Specifications and in accordance with Ibe(Terms and Conditions below and With approximate ineasurcments and specifications listed on Exl 1 1t A andlor Exhibit{B. WLtvU a `1kr \d Y't1wtGVC 0.t\ C6�1� �W'ltpj_4 V +GL�YY\etc {A Kt•• 1k<C v(yYi<'5�rS�L�`1Tt{) (p �O SrvidS fJin�� 5/ V1nt 1�P ty>gavr� �OW E _r �vt r� t cd) tt17 -yWye ktrV -lv� t -lt'utYt�frawft' } reef-(Y)/r' (''-�mt- CS �tr`n tisC" taut, 1.�43Gf j`�'kh `7 L4/,.11 G•�dCl �LY(.•rs 'tYS(.)r^I 2 I► P } 6`C 013e,r ^''T 1�1."thU.;-A lA-,° 1Dt. de,4,4 {VIC 64"'O"Ir C �t_rt't n, Ov' o :m i'h 'S e -Pl W t-3 "'N'Oil ) d. NetrnlarcCttv('lt� CGv� r�c-t G f 1 +� �S U �1�z �. �c•�-cl... �j J- a'rr-ti 1 i�C�v+n�5 +� tIC QrteG )Ytc uCY3 r�ti t �a�lPcar�ait l�crl�trrv� �tp 67 G4 chst �C oN .ale CYl �fi lr ' )VC Fz12� ^*etV 1 t)7 n T-1Ctrrjtit,YP l tGJ a tt . L t2 tf pUY�e� dfx,CG9EG � P `( &tad tk eq4'5L1.Ye-. ALA< e1' h �rlctrj G ort< ur 4,L ctsyte'v M. Insttttlntt'bn does not not irde.pnintinl;cintllorsttrining. This;price reflects aCttrcrtte-ins;specials,and discounts. TOTAL CASH PRICES 1211C'0 0 DOWN PAYMENT AMOUNT S UNPAID BALANCE$ 12160b AMOUNT FINANCED*$ *Snhject to credit approvhl and exisrirfg'trrterew rates x'ith ap)Dfovirrg ihstfttttio/r, iF CREDIT,NO.OF MONTHS CREDIT CARD# l CREDIT CARD TYPE EXP,DATE BILLING ZIP 33S 1 CV2 1.Any holder oflhis consumerereditcontmer is subject to all claims middefemes which the debtor could asscriagaitstam sdlerafgmtds or services obutined purioarilhemta orw,idithc proceeds luccor. Recovery hercmiderby ere dcbtarstmtl not cseced amounts paid by the dcffiot forma der.Yemm-ofpa}unc»t diicrepalicies iq be determined by WcathgrTrte windows only. Z..R!iyar agrees ur."dpi delivery rirmatedats-no,notice from Sell argi:theimtattation datc.Aaer 5 dnyspast lite date of.installation irbayericftises to accept delivery,a chatgeof25%per week stall be added as a storage fee,However,seller stale not be liable for any dcloys caused by war,dot,mikes,acts orond,Cldury dobas or other couses-6cyand its central. 3.This agreement is far the banal of and shall be binding upon"tea parties and their respeclive4lcirs,succasstirs and assigns. 4,Baycr atuboiizas Seller to make inquiries of others concerning creditluro8»adon,including,but not thrilled container rcports from co:tsmricrre'p'orting ugcaeics. 5.Any install that rdquues smvica wservices during ac time of hniatation that donruniS;et thestructuml integrity otpmdxis ill and will be,considered a complete.histaR and lu anewnteragrdes to PAY 1.full ni timmof insert.Att scrviccs win be reported to called,scheduled and completed,witli buyer undcalanding that all pans arc custom and time is oceded I'or mmnufaetudng,tfomcuwner Tay withhold an amount equal is estimated cost orcomddlon fmm goal payment only Pa'nhilo.rocaNed shallbc applied first to lidercaWn all outstandinir invoices had Wen to the,principal amount of iho •outswidins lows cts),Cusulmernsmos to pay tntereit of)112%per rilonth(ANNDAL PERCENTAGE RATE OF 180%).unless otherwise required by law,an fie balance orally unpaid dnieunu,Ir Customer hues not make paymcm,.romil cwrsamll be entitled to recover Front Customer art costs orcoilearlm incurred by Contractor,including auomay t tees,casts,and expanses.Coltdcti*n natters may be processcd.ihrough Iidgaaoa or rat itmden ns the sold discretion orConoact*c.The failum orCustomer to make proper payment to Cantmemr when due sitar(redite Contractor,at its discretiun,to suspend all work,shlpmetu4 nndfor warranties until tell payment tsdnadd be temli6ate this million. 6.All DaCd Rdstdcled Communitiu,con dos and hpmeowmers association members must assist in approval ofpniduias.Any required approval$amim,sale responsibility utibeho u mcown . 7.Buyer is solely raspdnsbie fur movingfgmitum,mmoving and rcpbmfngbltnds and any alarm systems near oratachcd to any opening char work is being perfumed.Weather'rite Windows will not he ,Rnameinftytdsp*nsllile for damage aflac Remo.furniture,emPargoon of any other damage incurred byXity'e,Buycr'home or property whatscevas E.Boer Fonds ugrdo that any dispute arising Qom tills agreenteht shed be kept private and confidential and not filed or recorded Weak public record.The Buyer dgrecs to keep this transaednti and any (ssuc a rising drum tills transaction prvato,and not todiscuss,p6Allslt o}disseminate any Infrmlodonwithuul prior written conseril,ofWaralifrllow Wits tis.A dispute arising from this contract simll be heard by an orbftentarplo4cd to by hnllt parties and paid.for solCly by the i3uyar. 9:Shootd Contra amplay an attorney:. ttorney to Imdtute litigation Crmialtradon to enforce any attlic provisions hcroat,to protect its interest In any mancradidng out oft related to this Agreandia,Contractor sim11 be doodad m reaower ft.,at.Citsm—All Writs aam aey''s foes and cosurfexpensesincurred therein,Iactudink i nomcy`s fad,and costycxperoes incurred at ntedtatire,adminishativd,appellate or banluuptcy prddeddings. .10'"the sole exceptnn to binding arbh odiur shrill be for uon•paymem,in which case Weather lite or Its sole discretion rally request nrbinalion orouy Carer mcaturtillouvel by late. r I.Agy mW all bnanecd dhrakn will hd charged a paw,de,l dices,t-c of 5aC orate ma;lmum amount allowed by law,should a contract have go to Cail`etinns buyer shall pay gda lilacs the toiittt(onlse inaumd arid'any Icgni or aiher foes incurred by'Wcatltor Tit d. '12.WcaibcrTire is not responsible for rebates,tax credits author any other 3rd pang pnigmtns7incantvcs IJ;Should WpalherTile WLltlow4 not receive full paym cut of tire above contract amount rot any,malon,including agreed upon reductions in die contract amount,your warranty from Weather Tne Windows shall be null and void.Ivor only warranty shall be ere mininmm I year as required by low whew applicable. 14.Coulrector disclaims all liability far an chohns undarthis contract andfor warranty,dispmcsv rights,losses,damages.Causes'of action at canlawi es{"Claims"i pertaining 16!:told,growth of mold, mitddw,fimgl,bach:rla„err any unionism no any surtaco nFthe windw,door,orshimium(whoilldronthe exposed or unexposed tvrg}ees),including Claims arising out arm relutlog to thedelectlop, removal,disposal,or 7mwiation oPmiy,ofdte above,wildWer thus*Claims ads i in law;aluity,contract,warranty,ton,or federal or state salutary claims,and whether those Claims are based an We nets or omissions of Contractor or-individuals or entities under Conlmclor.'s central.The Customer Issolelyihphle and mfornsihle for all dmnngm.whdheractual or Consequential,caused by any ntthe al,and incurred by Customer,Contractor or third parties. IS.Codracmr shadow be raspoasihteYx additional cosy icquired due to the s ti umcleCrutlitim tact insulation,.datcriumted mclwat mhatsuMatlbce or latent conditans'tlatam notAisctosed in writing tti Contractpr.Skuiitd'eaneeated•*r unkmawm conditions-fn an catsdrtbstmdumbeat varianecaviih conditions indFcacd In tie description cram work to be peribpned from dr—coition fly mteouatered and generally mcligniecd us inhcnenl in work or the eaoramerprovided for In-this Asso m ed,the Agreement price shall he equitably adjusted upon notiec lbdmaf Pram the C*nnadof in the - Customer . 16.Conlr-tor and Citsiomer agree taallucntd'cenatn beet risks so that;to the fullest extent permitted by lase,Coniraator's 1010to9greg'atc liability to.Costamer is limited to the dollar amount arthe Agrem entfor anyand all injuries,damages,claims,expenses or;Maim expenses Including att*nicys'fads,mists and espouser,adsing'out ofornt3t ig to tills Agracnam regardless of whether It is based in warranty,top,contract,atdet liability,negligence,cellars,omissions,or frpmanth y oer cause or maids. 17.Each provision arthe Agfamnent shall be wnArued as if both parties in dmadd this Agmcmmu:Ira run,Won ofthis Agreement(or the application ofIll is held by a coon or arb(untnr e,be Invalid or uampamehbli,riot provisi*ri will be ciddmedscpactbtc door that remaining provisions of the Agr«nlmt.will be rcfalnldlil"Fhmetl to the exldm that it is valid and onfdrambld,and will not A fi'cnt the validity or imerprellohm orate other previsions or the applicatfon orthbt provision'to-4 Pelson or clo:rodserrtec to which It is valid and mlbrccuble.14mudergs.me for coneat(cnee holy and do, nata$dct interpretation.'t1lfaAgreament*rccmdsthc antimng—"tntofdiepsrticsandsupersadas,aay.previaus orcnntemporauemis agresaieac,uadcrstanding,orrepresenation.omidnetittcn,by the ' panics.All docmuants/exhibits refemdd to in this Agreement am art inlegral pad of ibc Agreement and oat incorporated by icfermem. BUYER ACKNOWLEDGES RECEIPT OP•AN EXECU rED COPY OF THIS AGREEMENT.BUYER 11EREBYAORcrs TO Ttlf TER&!S AND CONDITIONS OF Pills ORDER. BUYER riCKNOWLE15GL,S THE RECEIPT OF A TRUE COPY OF THIS CONTRACT;D13CLOSURE STATEMENT,IYARRANTIES,.GtlARANfERS,NOTICE OF RECISION OR NOTICE OF CANCELLATION. ALL CONTRACT/SUBJECT TO 06FICE`A ,PPRON WEATHC 'f T INDOWS,A DIVISION OltHOLLANDER EXTERIORS,INC. f — l/ BU ' J9G4 SS# BY: B /e✓ SS# BUYrR'.S RTGHTTOCANCF,L YOU,THC BUYER,NIAY CANCEL THIS TRANSACTION AT ANYTIME PRIOR TO MIDNIGHT OF THE,THIRD BUSINESS DAY AFTERTHE DATE OF THIS TRANSACTION.CANCELLATION BY THE BUYER AFTER THE RIGHT TO RESCiN D HAS PASSED,SHALL BE DEEMED A MATERIAL BREACH.OFTIII3 AGRFEMGNT.AND ENI;ITLESTIIF CONTRACTORS TO DAMAGES EQUALTO(sO m)FtFCY PERCENir or THE AGREED CONTRACT AMOUNT. Bhpiaatim:whIm Ogled Yellmrnbya Plat:au}xr tvTODIGii 0444. INSTR#2020165292 OR t3K /O19O PG 518 Page 1 of 1 10/05/2020 09:18 AM'=Ropy Pasco County 0- k D :0-00 IT:0.00 Nikki Aivarez-SaWles,Esq., er Permit Number Parcel ID Number NOTICE OF COMMENCEMENT State of Florida County of- _PUSCd_— THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property,and in accordance with Section 713.13 of the Florida Statutes,the following Information is provided in this NOTICE OF COMMENCEMENT. 1.Description of property(legal descripfion): 2S �,�Q l `o0c)(yo a)Street(job)Address: 31 f ,._N f� I'�� E�� —rJ1� 3 (41 2.General description of improvements: Replace Size for size Windows r �^� 3.Owner Informati,,��or Lessee information if the Lessee .contracted for the improvement: i4�` 2 a)Name and asldress` GViI �LU_�.S`�_..916?)._t elAy-o(i tad 11'Yiit}}S (i 6�J b)Name and address of fee simple titleholder(if different than Owner listed above) c)Interest in property: owner�y 4.Contractor Information _ a)Name and address: Weather Tite Windows 2119 W_Columbus Dr.Tampa,FL 33607 b)Telephone No.: 813-908-0131 A Fax No.:(optlonai) 813-908-0134_ S.Surety(if applicable,a copy of the payment bond is attached) a)Name and address: NIA b)Telephone No.: c)Amount of Bond: $ ��--- 6.Lender a)Name and address: III Telephone No.: 7.Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7.,Florida Statutes: a)Name and address: N/A b)Telephone No.: _^_ Fax No.:(optional) 8.a.in addition to himself or herself,Owner designates _ _ _ _ _ of to receive a copy of the Llenties Notice as provided in Section 713,13(1)(b),Florida Statutes. b)Phone Ngmberof Person or entity designated by Owner: _NIA_ 9.Expiration date of notice of commencement(the expiration date may not be before the completion of construction and final payment to the contractor,but will be 1 year from the date of recording unless a different date is specified): 20 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. Under pe ify of a ry,i dactare that i have read the foregoing notice of commencement and that the facts stated therein are true to the beat of my rz1l 1"£ (SlgnetsreotOwaerorLessaa,oi0vinorsorLessae's(Aufhotlzed0(ficerlf)irectorlPatfierlManageQ tPrinj�amaeadPmvidtt5�nai�ry'sTitta�cej The#Dreg'ng instnjrnent was ackpowledged before me this _3 rd day of �uG us r ,20 ��__-___� by — rltr✓G MAW+G�1pM� aS ________ � __ (type ofauiitodty,e.g.officer,Wstee,atttmayNfact} for weatherTtte Windows _ as _Contractor__ (Name of Person �u (type of authodty....o.g.oeiaer,trustee,attorney In facts _ for D AA/)&lam /"Selo -- g1gS (namaofpartyonbehalfof whom instrument was executed). PersonallyKnown ❑ _ Produced iD 0 /df��Type offIDtD DL Notary Signature ww Print DJ._ `! Nidt► uer st>sr a P1orldr j MYt+ommmWion00$47401 �� EXP+n"01/1412024 Weather Tite Measure Sketch Sheet Customer Name Number!'�l L Product A pRroyal Exposure Size for Size ReplgcFent: Yes No 12 27 12 E STal 12 � r 12 12 L� v r N a ck 56 EIA S 01' �-�K S71N f W ! f"� G1!aswe-S .p fro Z b u6 Re.,P Po r ce �I A . 11 M IAM I-DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) vnvw.miamidadL.gov/building PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE:This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by,Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "DH-5460"PVC Double Hung Window—N.I. APPROVAL DOCUMENT: Drawing No. MD-DH5460-01 titled"Double Hung Window Installation- NI", sheets 1 through 12 of 12, dated 05115115,with revision C dated 03/11/20,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA#17-0630.09 and consists of this page 1 and evidence pages E-1,E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No.20-0401.05 MIAMFD4DE COUNTY Expiration Date: September 17,2025 Approval Date:July 30,2020 Page 1 s PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under NOA# 17-0630.09 A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 15-0812.03) 2. Drawing No. MD-DH5460-01 titled "Double Hung Window Installation - NI", sheets 1 through 12 of 12, dated 05115115, with revision B dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer®NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717,FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 16-0714.08) 2. Test reports on: 1)Air Infiltration Test, per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of series 5460 and series 5560 PVC double hung windows,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8006, dated 04/27/15, signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No. 15-0812.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-511 Edition (2014) and FBC 6th Edition (2017), dated 07/30/15 and updated on 08/29/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted partially under NOA No. 15-0812.03) 2. Glazing complies with ASTM E1300-09. Carlos M.Utrera,P.E. Product Control Examiner NOA No.20-0401.05 Expiration Date: September 17,2025 Approval Date:July 30,2020 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS (CONTINUED) 1. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 2. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their"Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 3. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5`Edition (2014) and FBC 61b Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal issued by Product Control, dated 8/6/14 and revised on 8/19/14, signed by Jaime Gascon, P.E. Supervisor,Product Control Section. (Submitted under NOA No. I5-0812.03) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0714.08) G. OTHERS 1. Notice of Acceptance No. 16-0714.08, issued to PGT Industries, Inc. for their Series "DH-5460"PVC Double Hung Window-N.I." approved on 08/26/16 and expiring on 09/17/20. Carlos M.Utrera,P.E. Product Control Examiner NOA No.20-0401.05 Expiration Date: September 17,2025 Approval Date: July 30,2020 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. New evidence submitted A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-DH5460-01 titled "Double Hung Window Installation - NI", sheets 1 through 12 of 12, dated 05115115, with revision C dated 03/11/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per ASTM F588 and TAS 202-94 along with marked-up drawings and installation diagram of all PGT Industries, Inc. representative units listed below and tested to qualify Dowsi1791 and Dowsil 983 silicones, prepared by Fenestration Testing Laboratory, Inc.,Test Reports No.: FTL-7897, PGT PW5520 PVC Fixed Window(unit 6 in proposal), dated 09/03/14 FTL-20-2107.1, PGT SGD780 Aluminum Sliding Glass Door(unit 7 in proposal) FTL-20-2107.2, PGT CA740 Alum. Outswing Casement Window(unit 8 in proposal) FTL-20-2107.3, PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4, PGT PW7620A Aluminum Fixed Window(unit 10 in proposal) dated 07/13/20, all signed and sealed by Idalmis Ortega, P.E C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61n Edition (2017) and FBC 711 Edition (2020), dated 03/13/20,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). Carlos M.Utrera,P.E. Product Control Examiner NOA No.20-0401.05 Expiration Date: September 17,2025 Approval Date:July 30,2020 E-3 C ' PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 18-0122.02 issued to ENERGI Fenestration Solutions USA for their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated 08/10/17, expiring on 02/28/23. 2. Notice of Acceptance No. 20-0203.03 issued to ENERGI Fenestration Solutions USA, Inc. for their"Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16, expiring on 04/16/25. 3. Notice of Acceptance No. 20-020304 issued to ENERGI Fenestration Solutions USA, Inc. for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16, expiring on 04/16/25. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 61h Edition (2017) and FBC 71h Edition (2020), dated March 11, 2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated March 11, 2020, issued by Manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal No. 19-1155 TP issued by the Product Control Section, dated January 10, 2020. signed by Ishaq Chanda,P.E. G. OTHERS 1. Notice of Acceptance No. 17-0630.09, issued to PGT Industries, Inc. for their Series "DH-5460"PVC Double Hung Window-N.I." approved on 11/02/17 and expiring on 09/17/20. Carlos M.Utrera,P.E. Product Control Examiner NOA No.20-0401.05 Expiration Date:September 17,2025 Approval Date:July 30,2020 E-4 DESIGN PRESSURE RATING IMPACT RATING VARIES PER REINFORCEMENT NOT RATED FOR 52-118"MAX.BUCK WIDTH (-+- LEVEL,SEE SHEETS 6"7 IMPACT RESISTANCE B SEE __ 28-118" SHEET 3 I MAX.O.C. MAX. -� 52-if6"MAX.BUCK WIDTH 52-1/8"MAX.BUCK �� I SEE SHEETS 1-1(4" 28-178,• A,SEE 12"MAX. D,SEE 8&9 I B,SEE�. _O_C. 12"MAX. SHEET3 P SASH VISIB -�--� 52-118"MAX.BUCK WIDTH SHEEi4 SHEETS _ LIGHT WIDTH �- 28.1/8^ TT _ � 86.338' B,SEE K-+---MAX.O.C. 12"MAX. C.SHEET } A,SEE 12"MAX. TOP MAX. SHEET3��1�� SHEET4 SHEET 3t t EQUALLY /f/ SASH BUCK A.SEE 1'-t I 12'MAX. I ' 1 VISIBLE 5 HEIGHT SHEET3 J � /{{{ SPACED / 15.112"MAX.D.C. i EQUALLY / 15.112"MAX.Q.C. ANCHORS PER / LIGHT ANCHORSCED / TABLES HEIGHT_ �_ EQUALLY 15.112MgX.O.C. SPACED / 84" TABLES 6&7 C I f(�� X 1 ( V ATABLES 6NCHORS &7 X I( 62" X ) BUCK X j V gq" { v I' MAX. t _ HEIGHT MAX. BUCK AS SHOWN X I : 10"MAX O.C. HBUCK EIGHT X j ...- 1(1"MAX.O.C. X { ^ 10"MAX HEIGHT (86.338" ( L_ OT'TOt�+1_ ( 7.//lJJjj 13.807"-MAX.O.C., �-_ F-- 1 13,807"MAX.O.C. EQUALLY /7g SASH 13.807"MAX.O.C. EQUALLY t_ EQUALLY I / VISIBLE SPACED SEE SPACED __L_ SPACED // LIGHT ANCHORS PER SHEETS �" / C ANCHORS FEE f ANCHORS PER HEIGHT TABLES 6&7 A 8 8 9 TABLES 6&7 I Aj ThBLESfi&7 i A� { 6.12"MAT(. •6-12'MAX. 6-11/2"MAX. NO ANCHQRSAT SILL __}NO ANCHORAGT SILL B-++- NO ANCHORS AT SILL j1 p..,,r-.-JSEESILLWEEP- B NOTCH DETAILS, BOTTOM SASH VISIBLE NOTCH DETAILS, 54"MAX.BUCK WIDTH NOTCH DETAILS, NOTCH DETAILS, SHEET3 LIGHT WIDTH SHEET3 SHEET3 SHEET4 ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL.-LITE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEL/PRO VIEW CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN 75"HEIGHT SEE TABLES 4-7 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5460 NON-IMPACT RESISTANT DOUBLE HUNG WINDOW 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). GENERAL NOTES...................._.........._...............1 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. ELEVATIONS......................................................... 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FORANCHOR EVALUATIONS WERE SOUTHERN PINE, FRAME,GLASS&ANCHOR OPTIONS.................2 ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. INSTALLATION,FLANGE&EQUAL LEG/BOX.,...3 4)ALL WOOD BUCKS LESS THAN 1-12"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY 70 SUBSTRATE.WOOD BUCKS INSTALLATION,INTEGRAL FIN&J-CHANNEL...4 DEPICTED AS 2X ARE I-112"THICK OR GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN GLAZING DETAILS................................................5 5 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER.(EOR)OR ARCHITECT OF RECORD,(AOR). DESIGN PRESSURES...........................................6-7 6-7 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INST.ANCHORS ANCHOR QUANTITIES.........................................8-9 8-9 SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. EXTRUSION PROFILES.._....................................1O 6)1/4"MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. ASSEMBLY&PARTS LIST................_.................11-12 7)DESIGN PRESSURES: CODES I STANDARDS USED: A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM El300. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TESTING AND GLASS PER ASTM El 300. rANSEAFEPA 2020 FLORIDA BUILDING CODE(FBC),7TH EDITION C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 2017 FLORIDA BUILDING CODE(FBC),6TH EDITION 8)THE ANCHORAGE MODS SHOWN HAVE BEEN DESIGNED TO RESISTTHE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE THE 33-AT C STRESS INCREASE HAS NOT ASTM E1300.09 BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO COPITACT WITHNDS-2018 FOR WOOD CONSTRUCTION PRODUCT REVISED OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. ALUMINUM DESIGN MANUAL,ADM-2015 as complying with the Florida S)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. .AISI 510046 Building Code 10)REFERENCES:TEST REPORTS FYL-8006;ELCO ULTRACON NOA;DEWALT ULTRACON+;ELC0/DEW CRETEFLEX NOA;ELCOIDEWALT AGGRE-GATOR NOA: .AISC 360.16 NOA-No. 20-0401.05 ENERGI WINDOW AND DOOR PROFILES,LTD WHITE&BRONZE/LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S; , 1j Reviswn: Expiration Date 09/17/2025 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION.ANSI/AF&PA NDS&ALUMINUM DESIGN MANUAL �� NY LYNN �� C)U PDATED TO FBC 2020, 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. \��Q......., i By USER INSTRUCTIONS: �a:' �tGENsfi - REVISED ANCHOR TYPE TABLE. Miami-Dade Product Control 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROMASCE 7. 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. n No.58705 ^_ AK-3/11/20 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN T DwcrIpiI5n: PRESSURE FROM TABLES 4 OR 6.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW �� 1076 TECHNOLOGYDRNE GENERAL NOTES&ELEVATION J ROSOWSKI OPENING OBTAINED IN STEP 1. , .z N.VENICE,FL 34275 pate: 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 6 OR 7.VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS "" O TATf OF lifts. FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND TNATALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. ��T(.S,FLOROP.." (54'}d80-1800 DOUBLE HUNG WINDOW INSTALLATION-NI 05/15/15 5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. i NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL.FLANGE, r��jA��A)"' 1`tt Sa,/m/ModeL Smote: 5'f ft pnm/ag No. Rea INTEGRAL FIN OR EQUAL LEGIBOX). A./'MIJ#587 I2,P.E DH-5460 NTS 1 OF 12 MD-DH5460-01 C P.E#58705 REGISTRATION#89298 TABLE is ALLOWABLE GLASS TYPES Glass I Description(Listed from Exterior to Interior) Des* n Pressure Frame Glass Frame Type Table# Sheet# Types Options Conflgs. Installation Options that may be used 1 3/4"I.G.:1I8"A Exterior Cap+1!2"Air Space+1/8"A Exterior Cap 4 6 (see Fig B) (see Table 1) (see Fig A) 2 314"I.G,;1/8"T Exterior Cap+1/2"Air Space+118"T Exterior Cap 4,5 6,7 ....Into 2X Wood Frame/Buckstrip-sheet 3,option 1 Equal-Lite, 3 314"I.G.:3/16"A Exterior Cap+3/8"Air Space+3116"A Exterior Cap 4,5 6,7 GLAZING NOTES: Flange Through the frame ....Into Concrete/CMU-sheet 3,option 2 "A"=ANNEALED (42) 1-4 O&Cottage few of the window...... through IX Buckship into ConcretelCMU-sheet 3,option 3 4 314"I.G.:3/16"T Exterior Cap+3/8"Air Space+3/16"T Exterior Cap 4,5 6.7 T'=TEMPERED 8 Cottage ....into Metal-sheet 3,option 4 ....Into 2X Wood Frame/Buckstrip-sheet 3,Option 1 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME Box/ Equal-Lite, Through the frame into Concrete/CMU-sheet 3,option 2 Equal-Leg 1-4 OneUProhew Group Anchor Substrate Min.Edge Min. •MIN.OF 3THREADS (fl4) 8 Cottage of the window...... ..•,through 1XBuckstdp into Concrete/CMU-sheet 3,option 3 Distance Embedment BEYOND THE METAL ....into Metal-sheet 3,option 4 P.T.Southern Pine(SG=0.55) 7116' 1-318" SUBSTRATE.FOR Through the ....into 2X Wood Frame/Buckstrip-sheet 4,option 5 #10 SMS 3/8" 0.050" STEEL STUDS, Equal4-ite, integral fin...... ....into Metal-sheet 4,option 7 (steel,18-8 S.S. Steel,A36' J-Channel MIN.Fu=iS KSI 8 1-4 OrieUPrwiew or 410 S.S.) Steel Stud,A653 Gr.33' 3/8" 0.0451"(18 Ga.) MIN.Fy=33 KSI. (#1) 8 Cottage Through the frame ••-.into 2X Wood Frame/Buckstrip-sheet 4,option 6 A Aluminum,6063-T5' 3/8" 0.050" 'UN CMU" of the window...... ,...into Metal-sheet 4,option 8 Southern PineMAY D Y BE Equal-Lite," 3/16"steel Ultracon or P.T.Southe Pine(SG=0.55) 7/16" 1-3/8" Through the ....into 2X Wood Frame/Buckstrip-sheet 4,option 5 MA Ultracon+ Concrete(min.3 ksi) 1" 1-3/8" USED FOR GROUTED Integral Fin integral fin...... ....into Metal-sheet 4,option 7 CMU APPLICATIONS. 1-4 Ori Cottage 3l16"steel Ultracon Ungrouted CMU,(ASTM G90) 2-112" 1-1/4" (�) 8 Cottage Through the frame ....Into 2X Wood Frame/Buckstrip-sheet 4,option 8 3116"steel Ultracon+ Ungrouted CMU,(ASTM C-90) 1" 1-1/4" of the window...... ,...into Metal-sheet 4,option 8 P.T.Southern Pine(SG=0.55) 9116, "18 1, SMS "Steel, (steel,18-8 S.S. FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES or 410 S.S.) Steel Stud,A653 Gr.33' 3/8" 0.0451"3/8" 0. 53 ((18 18 Ga.) B Aluminum,6063-T5' 3/8" 0.063" 1/4"steel Ultracon or p T.Southern Pine(SG=0.55) V 13 4 /8" 2 U D Ultracon+ 1/4"steel Creteflex P.T.Southern Pine(SG=0.55) 1" 13/8" BOX OR 1/4" Southern Aggre-Gator P.T.Southe Pine(SG=0.55) 1" 13 FLANGE/9' / EQUAL- 114"steel Ultracon Concrete(min.2.85 ksi) 1" 1-3/4' LEG 14' a o Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4'C Concrete(min.3 ksi) 13/16" 1-3/4' EQUAL-CITE ORIEL COTTAGE 1/4"steel Ultracon+ Ungrouted CMU,(ASTM C-90) 1" 1-1/4" 1/4"steel Creteflex Concrete(min.3.35 ksi) 1" 1314' Material Min.Fv Min.F. ❑� nq 1/4"steel Ultracon Concrete(min.2.85 ksi) 2-1/2" 1314' Steel Screw 92 ksl 120 ksi 1/4"steel Ultracon+ Concrete(min.3 ksi) 2-1/2" 13l4" 18-8 Screw 60 ksi 95 ksl 1 fl 3 fl� 1/4"steel Ultracon+ Ungrouted CMU,(ASTM C-90) 2-1/2" 1-114, 410 Screw 90 ksi 110 ksi INTEGRAL ElcolDeWalt Aggregator® 57 ksi 96 ksi J-CHANNEL q FIN q D 114'steel Creteflex Concrete(min.3.35 ksi) 2-1/2" 13l4" Elco UltraCor� 165 ksl 177 ksl Ungrouted CMU,(ASTM C-90) 2-11Z' 1-1/4" 3116"DeWalt UllraCon+8 117 ksi 164 ksl 1/4"steel Aggre-Gator Concrete min.3.275 ksi 1-11z' 1-318 114"DeWalt UltraCon-0 148 ksi 164 ksi o O Grouted CMU,(ASTM C-90) 2" Z. 410 SS ElcolDewall CreteFlex® 127.4 kst 189.7 ksi oCC TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN 606315 Aluminum 16 ksi 22 ks1 �e PRODUCT REVISED A36 Steel 36 ksi 58 ksi as complying with the Florida Group Anchor Substrate Min.Edge Min. Gr.33 Steel Stud 33 ksi 45 ksi Building Code NOA-No. 20-0401.05 Distance Embedment rr E 2-1/2"x.131"Common Nail P.T.SouthernPine(SG=.55) 3/8" 2-7/16" �`` OtJY LYN/U �� Revson: Expiration Date09/17/2025 �\'.• ��i C REVISED ANCHOR TYPE 2-1/2"Ring-shank Roofing Nail P.T.Southern Pine(SG=.55) 3/8" 2-7116" •.• LICENSE By P.T.Southern Pine(SG=.55) 1/2" 13/8" ••,� TABLE. Miami-Dade Product control #10 Trusshead SMS No.58705 AK-3I11/Z0 Aluminum,6063-T5' 3/8" 0.050" - (steel,18-8 S.S. — ® Description: Dro�a W. Steel Stud,Gr.33' 318" 0.0451"(18 Ga.) -O '` or 410 S.S.) •MIN.OF 3 G: F Steel,A36' 3/8" 0.050" THREADS BEYOND 1.SJ�17 ,-'•l(l� 1070 TECHNOLOGY DRNE GLASS/ANCHORS/FRAME OPTIONS JROSOWSKI THE METAL %0 A��//OF (4 � N.VENICE,FL 34275 #12 SMS P.T.Southern Pine(SG=.55) 9/16" 13/9' SUBSTRATE.FOR '��S ''-4OR1OP.-''G\� (941}480-1600 T7De' fie' (steel,18-8 S.S. Aluminum,6063-T5• 3/8" 0.063" STEEL STUDS, S�ONAL ` DOUBLE HUNG WINDOW INSTALLATION-NI 05/15/15 or 410 S.S. Steel Stud,Gr.33• 3/8" 0.050" MIN.Fu=45 KSI& 7r 111111 11 t 11` Smfm/Nodal: scale: Sheen D' " W ag Na. Rer. Steel,A36" 3/8" 0.050" MIN.Fy=33 KSI. A LYNN MILLER,RE DH-5460 NTS 2 OF 12 MD-DH5460-01 I C P.E#58705 REGISTRATION#29296 INSTALLATION DETAILS FOR FLANGE 8,EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED7HROUGHFRAME ANCHORED THROUGH FRAME AND IX INSTALLATION DIRECTLY INTO CONCRETFJCMU. SUCKSTRIP INTO CONCRETFJCMU. OPTION 1 EDGE DISTANCE SEE NOTE 2,THIS SHEET. EMBEDMENT ANCHORED THROUGH EMBEDMENT FRAME INTO 2X WOOD 1/4"MAX SHIM 16 114"MAX SHIM FRAME OR BUCKSTRIP. S18LE 17 DIEDGE T.. SEE NOTE 2,THIS SHEET. EMBEDMENT -H EDGE 0 STANCE FLANGE FRAME DISTANCE BALANCE SHOWN 44 TYPE BOTTOM VARIES SASH TYP.ANCHOR TYPE, TYP.ANCHOR TYPE,0--LI/4"MAX 4 WITH WEIGHT SASH 54 EMBEDMENT SHIM EMBEDMENT AND AND EDGE TYP.ANCHOR TYPE. EDGE 30 31 DISTANCE PER EMBEDMENT AND EDGE DISTANCE PER DISTANCE PER SUBSTRATE, SUBSTRATE, TOP EDGE SUBSTRATE, DISTANCE SEE TABLE 2, SEE TABLE 2,SHEET 2. SEE TABLE 2,SHEET 2. SASH SHEET 2. 18 VISIBLE LIGHT WIDTH FLANGE EQUAL FRAME 10 12 LEG/BOX EXTERIOR 73 NOTES: SHOWN i FRAME 19 20 OFT.SASH TOP — BUCK WIDTH SHOWN VISIBLE LIFT RAIL 1)USE ONLY HORIZONTAL SECTION A-A LIGHT SUBSTRATE-APPROPRIATE HEIGHT ANCHORS LISTED ON TABLE 2, SHEET 2.FOLLOW EMBEDMENT AND DADE APPROVED MULLtON,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 49 48 21 FOR ALL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES,TABLE 2,SHEET 2. 22 WINDOWS:I INSTALLATION OPTION SHOWN MAY ANCHORIP BEUSEDONANYSIDEOFTHE 3.55"FROM WINDOW, IJ4"MAX. 15 SHIM #10 OR#12 STEEL 1/4"MAX END AND AT 2)MASONRY ANCHORS MAY BE CENTER.45 46 47 SELF-DRILLING SHIM BUCK FOR USED INTO WOOD AS PER TABLE 2, SMS(GS),SEE HEIGHT WINDOWS SHEET 2.ALL WOOD BUCKS LESS TABLE 2, EDI THAN 1-1 W THICK ARE TO BE SHEET2. 50 OVER 36' CONSIDERED 1 X INSTALLATIONS.IX 30 ADDITIONAL EXTERIOR WIDE:ADD WOOD BUCKS ARE OPTIONAL IF TSCREWS UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS VISIBLE @16-3/v FROM END. DEPICTED AS 2X ARE I-1/Z'THiCK 86 LIGHT OR GREATER.IX AND 2X BUCKS HEIGHT (WHEN USED)SHALL BE DESIGNED EQUAL TO PROPERLY TRANSFER LOADS TO FLANGE 16 TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME LEGIBOX DESIGN AND INSTALLATION IS THE SHOWN D FRAME (2)1- 654 LOCATION:6-5/8" RESPONSIBILITY OF THE ENGINEER SHOWN 63 FROM SASH END. INTERIOR OR ARCHITECT OF RECORD. EXTERIOR NOTCHES AT WEEP 31 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION T INSTALLATION I — EACH END. 30 (ALSO REFERRED TO AS DAYLIGHT OPTION 4 OPTION 4 PRODUCT REVISED as ly—with the Florida OPENING)IS MEASURED FROM ANCHORED THROUGH ANCHORED THROUGH Building ... BEADING TO BEADING, FRAME INTO METAL FRAME INTO METAL NOA-No. 20-0401.05 8 RevWm Expiration Date 0911712025 C)NO CHANGES THIS SHEET. 49— EQUAL-LEGIMOX 11,V'MAX SHIM 11GEN — flam"ado Product Control AK-3/11/20 N VISIBLE LIGHT FORMULAS No.58705 WIDTH D.-6), DesedpWa: 1070 TECHNOLOGY DRIVE @SASH:BUCK WIDTH FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI .27"X 1.26* NO ANCHORS -6-10 WEEPHOLF a -c. REQUIRED IN TH FLANGE OR @FIXED LITE:BUCK WID -7-1/Z c • T OF 44i N.VENICE,FL 34276 L W/COVER 38 Date: 2.87"FROM EQUAL-LEG HEIGHT(EQUAL-LIT (941�480-1= Title: -NI 05/15/15 EACH END. --..Z ORION N DOUBLE HUNG WINDOW INSTALLATION FRAME SILLS BUCK HEIGHT12-4-318" *.....* 0 VERTICAL SECTION B-B A.LYNN MILLER,P.E. IQ9m L DH MD-DH5460-01 P.r REGISTRATION INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR INTO RX WOOD FRAME OR EDGE DISTANCE INSTALLATION OPTION 5 EMBEDMENT BUUK51 KIP.SEE NOTE 2,THIS BUCKSTRIP.SEE NOTE 2,THIS SHEET. ANCHORED THROUGH INTEGRAL EMBEDMENT SHEET. FIN INTO ZX WOOD FRAME OR (11l114"MAX SHIM 16 1/4'MAX SHIM BUCK-STRIP,SEE NOTE 2,THIS EDGE DISTANCE SHEET. TYP.ANCHOR TYPE, VISIBLE 17 J-CHANNEL EMBEDMENT AND EDGE_ 00 18 LIGHTWIDTH FRAME DISTANCE PER SUBSTRATE, SHOWN SEE TABLE 2,SHEET 2. BALANCE 44 TYPE BOTTOM EMBEDMENT VARIES SASH Lj 114"MAXSHIM 42 WITH BASH TYP.ANCHOR TYPE, EDGE WEIGHT 54 30 EMBEDMENT AND EDGE DISTANCE n I — 31 —1 DISTANCE PER SUBSTRATE, TOP SEE TABLE 3,SHEET 2. 0 SASH TYP.ANCHOR TYPE, 18 (MAIL SHOWN) INTEGRAL EMBEDMENT AND EDGE 85 a 0 II�� VISIBLE FIN DISTANCE PER SUBSTRATE, LIGHT WIDTH ME SEE TABLE 3.SHEET 2. J-CHANNEL w D 1 SHOWN (NAIL SHOWN) FRAME 9) 87 EXTERIOR 73 19 20 OPT.SASH TOP NOTES- SHOWN BUCK WIDTH LIFT lu VISIBLE 1)USE ONLY HORIZONTAL SECTION C-C LIGHT i 9 SUBSTRATE-APPROPRIATE HEIGHT ANCHORS LISTED ON TABLES 2&3 48 OF SHEET 2.FOLLOW EMBEDMENT FBc COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD, 21 WMAX. SHEET 2. FORALL AND EDGE DISTANCE LIMITS.ANY I SHIM MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES.TABLES 2&3, WINDOWS:I INSTALLATION OPTION SHOWN MAY 22 ANCHOR@ BE D... ON ANY SIDE OFTHE ALSO FOR DADS-APPROVED 3.56'FROM WINDOW. END ANDAT #10 OR#12 STEEL 1 W MAX• 45 46 47 CENTER. 2)MASONRY ANCHORS MAY BE SELF-DRILLING SHIM BUCK FOR USED INTO WOOD AS PER TABLE 2, SMS(G5),SEE HEIGHT WINDOWS SHEET 2.ALL WOOD BUCKS LESS TABLES 2&3. 50 16 OVER 36" THAN 1-112"THtCK ARETO BE SHEET2. MM ADD CONSIDERED IX INSTALLATIONS. EXTERIOR 30 ADDITIONAL IX WOOD BUCKS ARE OPTIONAL IF SCREWS UNIT Is INSTALLED DIRECTLY TO @16-313- SUBSTRATE.WOOD BUCKS VISIBLE FROM END. DEPICTED AS 2X ARE i-112"THICK 66 LIGHT OR GREATER.IX AND 2X BUCKS HEIGHT (WHEN USED)SHALL BE DESIGNED FIN AND/OR TO PROPERLY TRANSFER LOADS FLANGE REMOVED (2) 16 TESTED UNIT TO THE STRUCTURE.WOOD BUCK IN-FIELD INTERIOR DESIGN AND INSTALLATION IS THE 0 WEEP 64 LOCATION:6-518" RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN NOTCHES AT 63 FROM SASH END. OR ARCHITECT OF RECORD. FRAME SHOWN EACH END. 31 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTAL TION EXTERIOR IN TALLATION PRODUCT REVISED .27'X 125" 7 30 (ALSO REFERRED TO AS DAYLIGHT OPTION 7 10, ANCHORED THROUGH FRAME INTO EE 38 OPENING)IS MEASURED FROM OPTION 8 as Bu=lying with the Florida WEEPH Code W1CCVER@ TYP.ANCHOR TYPE,EMBEDMENT AND BEADING TO BEADING. ANCHORED THROUGH HOA-No. 20-0401.05 2.87FROM EDGE DISTANCE PER SUBSTRATE,SEE INTEGRAL FIN INTO METAL METAL(INTEGRAL FINIFLANGE REMOVED) — EACH END. TABLE 3,SHEET 2.(SCREW SHOWN) 011111", — ReW.fb. — Expiration Bte09/1712025 1/4"MAX "'% 0�kY LYNAI"'// C)REVISED DADE MULLION By 9*— INTEGRAL FIN �/" GEN Mlamt-Dade Product Control SHIM G N SHOWN NOTE. FRAME SHOWN 7 VN VISIBLE LIGHT FORMULAS z*:: No.68705 AK-3/11/20 No ANCHORS REQUIRED IN WIDTH D-.fpu-. Dr— FRAME SILL IF ANCHORING T @SASH:BUCK WIDTH-610 J ROSOWSKI @ FIXED LITE:BUCKWIDTH-7-10 Lo 107oTEcHNoLoGyDRivE J-CHANNEL&INTEGRAL FIN FRAMES THROUGH THE FRAME. 1,3 93 --� N.VENICE,FL 34275 INSTALLATION OPTION 5 EDGE DISTANCE HEIGHT(EQUAL-LITE) A EOF l7tf.: -1600(941Y480 INSTALLATION-NI 05/15/15 ANCHOREDTHROUGH BUCK HEIGHT/2-"$" DOUBLE HUNG WINDOW IN Rm INTEGRAL FIN INTO ZX WOOD--I EMBEDMENT ///,, I AL Suf-/Vom.' sccdw. ShoeC brazing No. FRAME OR BUCK-STRIP.SEE VERTICAL SECTION D-D A 4 M11YER' P F DH-5460 NTS 4 OF 12 MD-DH5460-01 C NOTE 2,THIS SHEET. P.E#58705 REGIuTRAnON 3/4"NOM. �-+- 3/4"NOM. SILICONE HOT-MELT BUTYL STRUCTURAL SILICONE 3/16"NOM. 1/8"A GLASS 1/8"T GLASS STRUCTURAL 1l4"NOM. FOAM POLYtSOBUTYLENE WITH 1/2"AIR SPACE 1/2"AIR SPACE WITH DESICCANT pESICCANT 118"T GLASS 118"A GLASS EXT.GLASS EXT.GLASS EXTERIOR a EXTERIOR 72"NOM.GLASS 76-79 BITE TYP. 73 74 76 79 7&79 INT.GLASS INT.GLASS 76 KODISPACE ®SUPER GLASS TYPE 1 GLASS TYPE 2 31 EXTERIOR 75 4SG TPS SPACER NXT'"" 38 30 i . ALUMINUM 314 MOM. -+- -+{ 3/4"NOM. +-' TYP.GLAZING DETAIL REINFORCEMENT POLYISO- DESICCANT FILL AREA BUTYLENE 5116"NOM. 5(16"NOM. SEAL 3116"A GLASS 3/16"T GLASS SILICONE SEAL BUTYL& ROLL-FORMED 3/8"AIR SPACE 3/8"AIR SPACE DESICCANT STAINLESS STEEL FOAM 3/16"A GLASS 3116"T GLASS EXT.ctAss EXT.GLASS �]EXTERIOR <`]EXTERIOR 7&T9 76'79 INT.GLASS INT.GLASS DURASEAL® XL EDGE GLASS TYPE 3 GLASS TYPE 4 76 SPACER 79 SPACER Part# Description Material PRODUCT REVISED as complying with the Florida 76 K4mmerling 4SG TPS Spacer System Building Code See this Non No. 20 0401,05 77 Quanex Super Spacer nXr with Hot Melt Butyl tIll I Revision: Expiraflon Date09H7/2025 78 Quanex Duraseal Spacer Materials \.��atwgV LYN/y ��'� C)NO CHANGES THIS SHEET. By 79 Cardinal 34 Edge Spacer ycENsfi•!r p 4, AK-3/11/20 M(aml-Dade Product Control REFERENCE TEST REPORTS:FTL-8717,8988&8870 No.58705 1 ® orc►s ai: Dose/pt/oat %�O:'• 3 ArrOF7� N.70' CE OLOIOY RIVE GLAZING DETAILS J ROSOWSKI note: GLAZING NOTES: '•'•• ORIDP,.'• u t941>✓Leo-1690 DOUBLE HUNG WINDOW INSTALLATION-NI 05/15/15 "A"=ANNEALED !�'S1SlONAL��' G Seriesjtte/eS - Scata: Shoot: 10080915 No. It/se =TEMPERED A LYNIJ'i�iIILLER1P.E DH-5460 NTS 5 OF 12 MD-DH5460-01 "C P.E#56705 REGIS"TRATION#29?B6 4 TABLE 4: I.ias': 8dpli Sash emtom Final Design bsil DesedPSan br lip 6esh"eIoht 9 (I �) o1oimei4 a 'W�ew 'ra.(I-) Wmdm Beck Width m) 1awt R1 MOM Shmm 18 24 321 36 40 1 48 52.125 I ~ 24 EqmXIM4 Ooe 17-15 +50.0-100.0 +50.0 -1000 +50a .100.0 +500 .100.0 +50.0 -100.0 .50.0 �92.0 +50.0 4M0 Stallard CafU9e 43.577-75.51E +50.0 -tOp.O +50.0 -100.0 +50.0 -1000 +50.0 -100.0 +50.0 -190.0 .50.0 •69.0 +50.0 •B2.0 28 Eg.WRe 11.517-13.51E +SOA -Imo +500 -100.0 -mo -100.0 +50.0 -100o +50n -100.0 +50.0 400A +50.0 .98.5 Stmldetd Prmi- 11266-11.516 +50.0-100.0 .50.0-100.0 +50A-100.0 10.0 400.0 +50.0-100A +SD.O-100.0 +50,0 •04,0 Tallest 21.517-24.891 +50.0 -100u +50.0 -100.0 +50.0 -100.0 +50.0 -10ae +50.0 -91.0 +50.0 -79.0 +50.0 -74.01 HEADER Stmldmd ColtaQ0 18.017-21.516 .50.0 •loan .50.0 -1000 +50.0 .100.0 +50.0 .100.0 +50.0 -100.0 +50.0 -85.6 +50.0 •77.1 37.375 EWa1Q,, 1 15.017-18 016 .50.9 -100.0 +60.0 -100.0 .50.0 -10al) 1500 -100.0 +50.0-1010 +50.0 •862 +50,0 -777 SI.4md PR,4ea 11517-15.018 +50.0-10aD +50.0-100.0 +50.0 -100.0 +50.0 -100.0 +50L0-100.0 +60,0 56,5 +50.0 -T7,9 23 Shalat 11266-11.516 +50.0 -IDD.p +50.0 -100.0 +50.0 -100.0 +5D.0 •100.0 +50.0 •1000 +5D.0 •90.4 1-Sao -sa5 7c kM 29.517-31.516 +50.0 -1000 +50.0 •99.5 +50.0 .92.6 +50.0 .92.8 +50.0 •926 +50.0 •82.9 +50.0 .74.0 OP Qmbin Sae 26.517-29516 +50.0 -10a0 +50,0-100.0 +50.0 •400.0 +50.0 .100.0 +50A .100.0 .50.0 .79.E 1+50.0 71.2 SASH SiardW CetaOe 23.517-26.516 .50D-100.0 +50.0•100.0 .5aO-100.0 +5D.0 400o +50.0-100D +50.0 •78.1 .50.0 •70.0 HEIGHT 44 EgmWde 20,517-23.516 .50.0-100.0 +50.0 1-100.0 1•50.0 -100.0 +50.0 -100.0 +50.0 -99,3 +50.0 -77A +50.0 59.5 a O MEETING RAIL Custom Size 18.016-20.516 +50.0 -IOU +50.0 -1000 1+500 -100.0 +50.0 -100.0 +50.0 -100.D +50,0 .78.1 +50A •70.1 24 SlmdmdPW- 11517-18,016 +50.0 -10D.0 .50.0 -100.0 +50.0 .97.8 +50.0 -97.8 7500 -97,8 +50.0 •75.5 +50.0 .67.4 Shtdest 11.266-11416 .50D-100.0 +50.0-100A I•0,0 -%.3 +56.0 •96.3 .50.0 •96.3 +50D -855 +500 76.5 Tallest 27.517-35.141 +50.0 -loan +50.0 -84.5 +50.0 -76,1 +50.0 .75.1 +50.0 •75.1 +50.0 •72.1 .50.0 54.0 a StandmdC Rage 23.517-27.516 +50.0 -1000 +50.0 -1000 +50.0 AM0 +50.0 400.0 .50.0 -94.3 +50.0 -72.6 .50.0 55.0 JAMB 23 Equal-Wte 20.517-23.516 +50.0 -100.0 +50.0 -10a0 .50.o 4000 +5a0 .100A +50.0 •942 +50.0 -73A .50o 55.7 24 48 Stmdard PrWm 18.016-21516 +500 -100.0 +50.0-100.0 +50.0 -100.0 +M.0 -t000 +50.0 -S6A +5D.0 •74.4 +5DV .66.6 EXTERIOR BOTTOM .. Custom Sae 14.517-18.015 +50A 400.0 +50.0 -90.7 +50.0 -91.9 +50.0 -91.9 +50.0 •91,9 +50.0 -74.8 +50.0 •66.7 a SASH ` c tom size 11.517-14.516 +50.0 -1000 +50.0 56&2 +50a -77.8 +50.0 .77.1 +50.0 -T7.1 +50.0 77.1 +50.0 .69.1 0 23 HEIGHT Skdt l 11,266-11.516 +50.0 4DOA +50.0 .85,3 .50.0 .76.9 +50.0 •76.0 +50.0 -76.o .50.0 -76A +Sao •72.4 f O Taitest 30.517-36.766 +SRO -94.5 +50.0 49.2 •50.0 -70.4 +5R0 •%q -on -68.8 +Sae •68.8 Soo •64.7 4 23 (( Statd 95.0 atd WWII. 27.517-30.510 +50.0 •100.0 +50.0 -100A +50.0 -98,8 +50.0 .98.8 +50.0 - •SO.o .72.9 .50.0 55.1 0 (� Custom Sae 24.517-27.51E -Sao -100.0 +50.0-100a +50.0 1-inuo +50.0 .100.0 +50.0 .93.6 +50.0 •72.0 +50o .64.4 0 O 49625 Egtallde 21.517-24516 +50.0-10a0 +50.0 400.0 +50.0 -100.0 +50.0 -1000 .50.0 -9a3 +50.0 •71.9 +Me 54.3 SILL Stmdad P-c- W016-2t.Si6 +50.0-100.0 +50o d000 +50o •1W.0 +50-0 -1000 +50.0 -94.0 +50.0 -72.1 +500 54.4 �� EXTERIOR Cusloms¢e 14.517-1&015 +50.0 -100.0 +50A -91,5 +50.0 •63.7 .5oo .63.4 +5D.0 A34 +50,0 -73.8 +50.0 .65.7 n C.St=Sae 11.517-14.516 +50.0 -981 +50.0 .80.6 +50.0 -71,9 +50.0 -70.5 +50.0 -70.5 +500 •70.5 +50.0 -682 V Shortest 11.266-11516 +Wo -95.2 +50.0 49.8 Do 7-•11.0 +5oA 59.E +sou .695 +500 •69.5 +50,9 59,5 r Tamest 36.517-36.76T +510 -94.6 +50.0 -79.2 +SD-D -70.3 +510 •68.9 +50.0 58.6 +50.0 56.7 .50.0 59.0 Slmdard Cali De 34.517-36.510 +50.0 -954 +50.0 50A +�0 -712 +50.0 690 +50.0 .69.7 +500 -65.3 +50.0 57.7 Ontmn 5aa 31.517-34 516 +50.0 -IW.o +50.0 -Na +50a •18,5 +5o.0 .77.E .50.0 -77.8 +5ao •64.1 +50.0 -56.7 SECTION DETAIL FOR WINDOWS WITH Equa141e 29.517-31516 +50.0 -100P +50.0 •%J +50.0 -919 +50.0 -91.9 +500 .85.4 +50.0 40.9 +50.0 -56,5 LEVEL R1 REINFORCEMENT&GLASS TYPES 1-4 62 0'sW.Size 25.517.28.516 +50.0 -100.0 +50.6 -862 +Sall •71.8 -50.0 7T.1 +50.0 -77A +50A .642 +50.0 -56.7 (REINFORCEMENTS SHOWN IN FIGURES Stmrdmd PrNm 22.517-255% +500 -91.6 .50o 76.5 +50.0 57.5 +50.0 55.8 +50.0 •65.5 +500 55.0 +500 57.4 ABOVE APPLY TO ALL FRAME TYPES& c.tom Sae 20.017-71.57E +50.0 -80 +50.0 59,9 +500 -60.8 +50.0 •58,7 +50.0 -57.8 +50.0 •57.8 +50o -57.8 CONFIGURATIONS) Orst=sae 18.016-20,010 +500 -79.5 *50D 554 +500 -56.3 +50.0 54.0 +500 528 +510 •52.6 .50A .52.6 Sturtest 16.928-la-015 +50.0 -TT,O +510 •63.2 1+50.0 -54,1 10.0 510 +50,0 Sao +5110 SO.O +50A 500 Tallost 38,517-41.266 .50.0 -81.7 +50.0 .67.4 .50.0 -4,3 .50.0 56,1 +50.0 45.0 +50.0 54.9 .50.0 521 E"11,1e 38.117-38.51E +5R0 -69.1 +50.0 -74.1 +50.0 65,1 .50.0 40.3 +110 W8 450.0 59.E -50.0 -52.1 75 Qlslom Sac 34517-36,510 +50.0 505 +50.0 -737 +50.0 .64,6 +50,0 52.8 +50A .623 +50.0 49.E +50.0 •52.1 Qrstan Sae 31.517-34.$16 +50o -80.7 +SO..d-.63.2 +50.0 •57.3 +50.0 •55.1 +50A 44.0 +50.0 .53.8 +500 521 Slamlam PmJew 29.928-31.516 +50.0 -77.0 +50.0 .50.0 •541 +500 •51A +50.0 504 +500 -500 +50.0 5a0 B4 EquaHne 40.017-41.266 .50.0 -79.1 +51.0 +50.0 •563 +50.0 44A +50.0 •52.8 +50.0 •52.6 +50o 502 PRODUCT REVISED Orstmn sae 38.928-40.01E +50.0 -77,0 .50.0 +50.0 .54.1 +50.0 .51.8 +50.0 50A +50n •50.0 +50.0 -50.0 as complying with the Florida 56338 GllStom Sae - -AIL266 +50.0 -77,0 +50.0 +50.0 -54.1 +50.0 51,8 +50.0 -50.4 +5D.0 50.0 +50.0 •50-o Building Code SEE TABLE 6,SHEET 8 FOR ANCHOR GROUP AND QUANTITY, 1 i i r 1/1- NOA-No. 20-0401.05 (APPLIES TO HEGHT.BOTTOM SASH IGHT 86.38'ORp ESS)UCK HEIGHT-45.072 \\�.��p..c....LYN/v..!!��% RC)ADDED MIN.SASH HEIGHT Expiration Date 09/17I20$5 8y [VOTE, MIamM ado Product Control No.56705 AK-3/11/20 NOTES: *_ -(} - De-ipt/oa: Drown W. ij USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME J320 =41j1 1070TECHNOLOGYDRNE DESIGN PRESSURE TABLE J ROSOWSKI OR INTEGRAL FIN. ;,0 •.• SAT OF :(V; N.VENICE,FL 34275 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. <0.RID-N • ��; (941)48o-1600 DOUBLE HUNG WINDOW INSTALLATION-NI 05/15/15 •'i S i 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEKT AVAILABLE WIDTH OR ,f jsl lfj`I 1 i \l` S*6-JModak Scala: S7+aet: Dmwin9 No, Rm HEIGHT DIMENSION SHOWN ON THETABLE. A.LYNN MILLER,P.E. DH-5460 NTS 60F 12 MD-DH5460-01 C P,E#58705 REGISTRATION W9296 TABLE 5: m.erypee: Bolcom Sash IAscdpt'un b,ollerghan Bolton Sash Final Design Plessure(16sw) wtr4wzem•m Raw.Qa wool- Height tevei: Holum Reog- 1 Nhndow eue&Wpfm tin to 19 }8 1 24 1 32 1 36 1 0 1 48 1 52.125 24 EquaLte 11266 465.0 -130,0 +65.0-130.0 +65.0 -130.0 +65.0 -130.0 +650 •130.0 465.0 •121.0 +65.0-112D Standam Cottage 13.517-15.516 +65.0 -13DD 465.0 430.0 +65.0 430,0 +65.D -130,0 +650 -13D.0 +65.0 -118.0 +65.0-107.0 28 Egl.Wite 11,517-13.516 +F50 A36A +650-130.0 +Sig -130,0 +65.0-1300 +65.0 -130.0 +65.0 -130.0 -65.0 433.0 Standard Pmdnv 11.206-MOM +65.0 430.0 +65tl .130.0 +65.0-130A +65.0 -130.0 .65.0 -130.0 +65.0 •tau +65.0-123.0 Taiesl 2L517-24.891 +65.tl -130.0 +65.0 -1300 .65.0 -130.0 -65.0 430,0 +66.0 •93.0 +65.0 •101.0 +65A -96.0 Standard C1toge 18.017-21.516 +65.0 .130.0 .660 •130.0 +65.0 -130.0 +65.0 -130A +650 -130a +65.0 •119.8 +65.0.108.0 37.375 EquaMde 15047-18.016 +55.0 439,0 -5-0 430,0 +66.0 430.0 +65.0-130.0 +65.0 430,0 +65.0 420.7 +650 -103.6Standard Pmdaro 11,517-15.016 +65.0-130.0 +65.0 -1360 +65A-130,0 +65.0 4X0 +65.0-130.0 +65.0-121.1 +65.0."a" ip st test E11.266-11.516.510 465.0 -130.0 +65.0 -130.0 +65.0 -130,0 +65.0 -130.0 +65.0 -130,0 465.0 •130.0 +65.0 -117.8TOP 7affest 1.516 +65.0 -130.0 +65.0 -130.0 +65.0 -1300 +65.0 -130.0 +65.0 -13D.0 +65.0 -110.0 +65.0-1087 SASH COstmn Sae 9.516 +65.0-130.0 +65.0 .130,0 +65.0 -130-tl 465.0 4380 +65.0 -13D.0 +65.0 41tA +65.0 -997 HEIGHT Stand:ud Collage .516 +65A -130,0 +650.130.0 +65.0 -130.0 +f£-0 -136.0 +-550 43tl.0 4650 409.3 +65.0 -98AMEETING RAIL 44 Equagite .516 +65.0 -130,0 +65.0 430.0 +65A -110.0 +65.0 -130,0 +65.0 -130A +65.0 -100.3 +65.0 .97.3 Cst=Sae .516 465.0 -130A +65.0 -130.0 +650 -1380 +650 A30.0 +650 -130.0 +65.0 -109.3 465.0 -90.1 25 ddF- .015 +65,0 -130.0 +65.0 4X0 +65.0 A300 +55.0 430.0 +65.0•130.0 +65A .105.7 +65.0 - A ShRst 1.516 +65.0 -130.0 +6'z0 4380 +65.0 -130,0 +55.0.130.0 +65.0-1300 +650 410.0 +65.0-107.1 Q Tair.•s1 27,517-35.141 +65.0 430.0 +65.0 .110,3 +65.0 -106,6 +65.0 -1051 +65.0 •105,1 +65.0 -100.9 +65.0 419,6 StandaI.rd Cottage 23.517-27.516 465.0 430A +65.0 -1300 +65.0 -130.0 .65.0 -130.0 +65.0 -130.0 +65.0 •101.7 +65.0 -91.0 JAMB 23 25 EquaFide 20.517-23.516 +65.0 -130.0 +65.0 430.0 +65.0 430.0 +65.0 •130.0 +65.0 -130.0 +65.0-f027 48 StandardPmiew 18016-20.516 +65.0 -130.0 +65.0 -130,0 +65-0-130.0 +65.0-130.0 +65,0-130.0 +65.0.104.1 -65.0 .932 F,XTEaaR BOTTOM _ Clslan Sae 14517-18.015 465.0 -130.0 +65.0 430A +65.0 -128.7 465.0 -128,7 .65.0 •1287 +65.0 •1047 +65.0 -93A SASH LVslom Size 11.517-14.516 465.0-130.0 +650 •120.7 +65.0 -109A +65.0 407.9 1+650 -107.9 +65.0 -107.9 +65.0 S6.B 23 HEIGHT Shodest 11266-11.516 +65.0-130.0 +65.0-119.4 +65u -107.6 +65.0-106.4 +65.0 406A +65.0 •1064 +650 1-10Z71 23 n Ta9ast 38517-36.766 +65.0-130.0 +65.0 410.9 +650 -18.5 +65u •964 +650 .96,3 +65.0 -96,3 +65.0 •M6 4 0 l7 m Starldmd Cottage 27.517.30.516 465.0 -130u 465.0 -130A 455.0 43u0 +65.0 -130,0 +65.0 •130.0 -65.0-102,7 +65.0 •91.1 2 Czstum Size 24-S17-27.510 465.0 -130.0 +65.0 -130.0 465u -130.0 465.0 A30u +65.0 .130.0 +55.0 400.0 +65.0 -90.2 p 3 49.625 Egomle 21517-24.516 +65.0 -130.0 -65.0,130.0,+65.0 -13D,0 +65.0 .130.0 +65.0 430.0 +650 •100.7 +650 •90.0 p SILL Standad Plmtev 19.016-21.516 +65.0-130.0 +65-0 43DA +65D A30A +55.0-13D.0 +65.0 4300 +65.0 -101.0 +55.0 •90.2 �� E{7sRipR Custom sae H517-18.015 +55.0 430,0 +65.0 -1281 +65.0 417,2 +65.0 -116.7 +65.0 -116.7 +65.0 -103.3 +65.0 -92.0 C tom Sae 11.517-14.516 +65.0 -130.0 +55.0 -112.9 +65.0 -1086 +65.0 488 +65.0 -98,7 +650 48.7 +65.0 .95.5 v Sivatest 11.266-11.516 465.0 -130,0 +65.0 411,8 +65.0 -99,4 +65.0 -975 +65.0 -97.3 +650 -97.3 +65.0 -97.3 - °o12 10-t 36517-36567 +64.0 -130.0 +65.0 -11" +650 -985 +65.0 -96.4 +650 -96,3 +65.0 .93.4 +65.0 SZ6 Slanderd ColtlDe 34.517-36.510 +65.0 430.0 +650 411.9 +65.0 -99.6 +65.0 -91,7 .65.0 -07.6 +65.0 •91.4 1 10-01 40,8 C>stom See 31,517-34.516 +65.0 .130.0 +65.0 -12L5 +65.0 -IDD.9 +65.0 1 A009 1+65.0 -108.9 +65.0 -69.6 1 4650 .79.4 SECTION DETAIL FOR WINDOWS WITH Eq.,Wle 20.517-3L516 +65.0-130.0 +65.0 430.0 +65.0 42D.7$6-5.0 -7Z5 0.7 +65.0 419,5 +65.0 -69.4 465.0 •79.1 LEVEL R2 REINFORCEMENT&GLASS TYPES 2-4 62 0.1-sae 25,517-28.516 +65.0 .130.0 +650-12D.7 +650 409.0 T9 +650 .107.9 +65.0 -888 +65.0 •79.4 (REINFORCEMENTS SHOWN IN FIGURES standard Pmim 22-517-25.516 +65.0 -1282 -65.0 -t07.0 +65.0 -94.6 22 +65.0 .913 +65.0 •91,0 +65.0 •80,4 ABOVE APPLY TO ALL FRAME TYPES Cstan sae 20.017-22 516 +65.0 -it8.3 +65.0 -97A +65.0 -55,1 2 .65.0 .81,0 +650 •Sou +65.0 -80.9 CONFIGURATIONS) Calom Sae 18.0£6-20.016 +650 -111.3 +65.0 -91.5 +65.0 -780 56 +65.0 .74.0 +65.0 -73.6 +65.0 .73.6 Stn.•test 16.928-18.015 +65.0 407,9 +65.0 WA +650 -75.8 25 +65.0 .70.6 +650 •700 +65.0 .lox Talest 30.517-41.266 165.0 -114.4 +65.0 -94.3 +65.0 -81.6 85 +65.0 47.0 +650 •76.8 +65.0 -729qua-0te $6.517-38.516 +65.0 424.7 +65.0-103.0 +65.0 .91.1 8.0 +65.0 -87,9 +65.0 -834 +65.0 -72.9 75 Cntom Sloe 34517.38.516 +85,0 .124.1 +65,0 -103.2 +65.0 -005 +65.0 •87A +55.0 •81.2 +65.0 -83A +65.0 •729 Cutem Size 3t.517-34.SiS +65.0 4130 +65,0 -93,0 +85.0 -80.3 +65.0 -77.2 +65.0 .76.6 +65A 45.3 K5.0 -72S 3ta11dartl PmAew 29.926.31.516 +65.0 -1079 +65.0 418.d +65.0 -7S.B +65.0 -725 +65.0 .70.6 .65.0 -70.0 +65.0 .70.0 Egaaihte 40.017-41268 +65.0 -171.3 +65.0 -91.6 +65.0 -769 +65,0 •75.6 +ss.a -74.a +es.o -73A +fis.o aD.z PRODUCT REVISED Cl.Size 38.92804 -40.016 +65.0 -1079 +55.0 4£B.4 +65.0 -75.6 +65.0 -725 +65.0 -70.6 +65D -70.0 465.0 •70.0 as complying with the Florida Building Code 85.330 C2".om Si. •' -4/2S8 *65.4 A079 +65.0 446,4 +65.0 -75.8 +F5.0 -72.5 +65.a 70.8 +66.0 •70.0 +f5.0 -760 NOA-No. 20-040'1.05r SEE TABLE 7,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. MIN.BOTTOM SASH HEIGHT=WINDOW BUCK HEIGHT-45,072 " LYN tilt 71" Rerielun: Expiration Date09/17/2025 (APPLIES TO ANY HEIGHT 86.33V OR LESS). �� (J� Nf� C)ADDED MIN.SASH HEIGHT g , y �., .��'��•' t-tCENSF.'f`{�f4`: NOTE MEa uo-Dade Product Control AK-3/11/20 NOTES: No.58705 1)USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME 1070 TECHNOLOGY DRIVE DESIGN PRESSURE TABLE JROSOWSKI OR INTEGRAL FIN. .7/ (V: N.VENICE.FL 34275 AT OF ((7: (g41}480.1800 Tille.- Dote: 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. •.FL ORtOA,.•' � DOUBLE HUNG WINDOW INSTALLATION-NI 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR 1, ONAL t`` Serieajitodet: Sate. Sheet Drosin0 No. Raw. HEIGHT DIMENSION SHOWN ON THE TABLE A'L('NNMI68Bf),d.E. 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TABLE 7: A,zlwrcwtPc A.-G-pD Agclnr Camgta P�v Anchor Q6ant36an Required tot arm 24'YAda J2'Ltntln ]b'Wtap dP WWn ifi'WMt SI-ttS iMb1 t8'"M3d 2{`W 32"Wab 16'VlIQe 4P WMa 4P Witla SYt(e'Wkb Is'.. 24'NtaB Yc'WWa x'WWe 4PWIm 46'W1d4 -4ir W)Ae t"Intnchorin"I aChlg CatagP "Through-Frame"Installation Jamb Jamb JYnD Jamb Jamb Jamb Jamb Jamb Jamb Jamb JJmb Jamb Janb Jamb Jamb Jamb ]amD Jamb Jamb J4mD Jam4 for")ntegmiFin"itlstattteon 1.r �' � a � % $ � � $ i � � s � � S •� f � .� � � � � A t � �' � s � � a � s � g Bmtam Dexopa.b,%W wow 3 m € m i £ ` $ 3 e € € e $ r: a m m 23 0 € g € . rxcgr�«mdm �t�Nwbme r lgdtml 2 a ¢ n a S a m a ® m m c o ., zt tewL•IXt aetgF4Stown 24 EOuaNAo 11.268 1 x 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 T 1 T 1 5 2 1 1 2 2 1 2 z i 2 2 1 x 2 1 2 2 1 2 / i 2 1 t 2 2 t 2 2 1 2 2 / 2 R i 6WtlaN CmW6e 13517-15.516 1 2 1 1 2 1 1 2 2 1 2 2 t 2 2 1 2 2 1 2 2 } 2 1 ) 2 1 1 2 Z 1 2 2 1 2 T 1 3 2 1 3 R 1 2 1 1 2 1 1 2 2 1 1 2 1 2 2 1 2 2 1 2 2 26 E4ryakle 1151T-1J 518 i 2 1 1 2 1 1 R 2 1 2 2 l 2 2 2 2 2 2 2 T / 2 1 1 2 1 1 2 2 2 2 2 2 2 2 2 3 2 2 a a 1 R 1 1 2 1 1 2 a 1 2 2 1 2 2 1 2 2 1 2 2 6ta�ffi.EPrdi4d4t Tr -St518 t 2 I 1 2 t t 2 a S 2 2 t 2 2 2 2 2 2 2 2 i 2 t t 2 t 1 2 2 2 2 2 2 t 2 Z 2 2 2 2 2 t 2 / t Z 1 1 2 2 f 2 2 t R 2 1 2 2 / 2 2 TaAai T+5/7-2b.e9i 1 2 t t 2 1 / 3 2 I 3 2 1 2 2 i 3 ; i 3 2 t 2 1 1 2 1 1 3 2 1 3 2 ) 3 2 t 3 2 1 3 2 1 2 1 1 2 r 1 2 2 t 2 2 ) 2 2 i 3 2 t 3 2 6lartatl CdWgq 18A17.21.518 2 2 1 2 2 1 2 2 2 2 ] 2 2 J 2 2 J 2 2 3 2 2 2 1 2 2 1 2 3 3 2 3 ? 2 3 2 2 3 2 2 ] 2 2 3 i 2 2 t 2 2 2 R 2 2 2 2 2 2 J 2 2 3 2 37.375 EtpoFille 19017.10016 2 2 1 R 2 Y 2 2 2 2 2 2 2 3 2 R J 2 2 3 2 2 2 1 2 2 1 2 2 2 2 3 2 2 1 2 2 3 3 2 ] J 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Startlard PtdNew t1.5t7.13016 3 R 1 3 2 i 3 2 2 J 2 2 3 2 2 3 2 3 3 2 J 3 2 1 3 2 f a 2 2 ] 2 2 J 2 1 3 3 3 3 3 3 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 SloeiaY tt266-11.5)5 3 2 i 3 2 i 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2 / 3 2 1 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 t 3 2 1 3 2 2 3 2 2 J 3 2 3 T 2 3 2 Z Talesl 28.617-31.516 1 3 1 1 3 1 f J 2 1 4 2 t 4 2 i 4 2 1 d 2 i 3 i 7 3 i i 4 2 i 4 2 i 4 2 t 5 2 1 5 2 i 3 t t 3 i i 3 2 1 3 2 1 3 2 t 3 2 i 3 2 cuatwn Sno 26.517-266+6 2 3 1 2 3 7 2 3 2 2 3 a 2 4 R 2 4 2 2 4 2 2 3 1 2 J 1 2 3 2 R d 2 2 4 2 2 4 2 2 d 2 2 ] ) 2 3 1 T 3 2 2 3 2 2 3 2 2 3 2 2 a 2 S1aM rd Glaga T3.51T•2B Safi 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 ] T ; 3 Z 2 4 2 2 4 2 2 4 R 2 3 1 2 3 1 2 3 a R 3 R 2 3 R R 3 R 2 ] 2 4d Eq�aNne 2057T-2],5)8 2 2 i 2 2 t Z 3 2 2 3 2 2 3 2 2 a 2 2 3 2 2 2 i 2 2 1 2 J 2 2 3 2 2 3 2 2 a 3 2 3 3 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 J 2 Clatan fife 18A18-2a.518 3 2 1 3 2 1 3 2 2 3 3 2 3 3 2 3 3 2 3 3 2 3 2 t 3 2 t 1 3 2 3 3 2 3 3 3 3 3 3 3 3 3 3 2 1 3 2 t 3 2 2 3 3 2 3 2 2 3 2 2 3 2 2 6+o10aN Prdnew 11.517.18.015 ] 2 1 3 2 1 3 2 2 1 T 2 3 2 3 3 2 3 J 2 J 1 2 I 3 2 1 J 2 2 ] 3 2 ] 3 ] ] 1 3 3 3 3 3 2 1 3 2 1 ] 3 x ] R 2 3 R R 3 2 2 3 2 2 SroAesl 11T66.11.516 ] 2 1 3 2 t 3 1 R 3 2 2 3 2 3 ] 2 3 a 2 3 3 2 1 3 2 1 3 2 2 3 2 2 3 2 3 3 2 3 ] z 3 3 2 1 J 2 f 3 3 2 3 2 2 3 3 3 3 R ] 1 a 3 Taa6a1 2T511.35.161 2 3 t 2 3 1 2 3 2 2 3 2 2 d 2 ; 4 2 2 4 2 2 J 1 2 3 I R J 2 2 4 2 2 4 2 R 5 2 2 d 2 2 3 1 2 3 1 2 3 2 2 3 2 R ] 2 2 J 2 2 3 2 Sttrtbd Calta2e 23-5R•2T.if6 2 3 t T 3 t 2 3 2 2 3 2 2 3 2 2 ] 2 2 3 2 2 3 i 2 3 1 2 3 2 2 d 2 2 d 3 2 4 J 2 4 3 ? 3 7 2 3 t 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 E-q�NM1e 20.517-23.516 3 2 1 3 2 1 3 3 2 3 3 2 3 3 2 ] 3 T 3 3 2 3 2 i 3 2 + 3 3 R 3 3 2 3 J 3 3 3 J 3 3 3 3 2 i 3 R t 3 2 2 3 T 2 3 3 2 3 2 2 3 2 2 46 6tan4aN Pmxary 18.016.20,616 3, 2 1 3 2 1 3 2 2 3 3 2 3 3 2 3 J 3 3 3 3 3 2 1 3 2 1 3 3 2 a 3 2 3 3 3 3 a 3 3 3 3 3 2 } 3 2 1 3 2 R 3 T 2 a R R 1 2 R 3 2 2 C.—Sl2a 14517-is 010 3 2 1 3 2 1 3 2 2 3 2 2 1 2 3 3 2 3 9 2 3 3 T 1 3 2 1 3 2 2 3 3 2 3 3 3 J 3 ] 3 3 3 3 2 1 3 T 1» 3 R 2 a 2 2 3 3 2 1 2 2 3 ; Z 5 Ciatnn SixC —1111-1{.516 3 2 1 3 2 t 3 2 2 3 2 2 3 2 2 ] 2 3 3 2 3 3 2 t 3 2 t 3 2 2 3 2 2 3 2 2 a 2 3 3 2 3 3 2 t 3 2 t 3 2 2 9 2 2 a 2 2 3 2 2 3 2 2 rA Stalest ti.266-n5fe 3 2 t 3 2 1 3 2 2 3 2 2 3 2 2 3 R 3 3 R 3 3 2 i 3 2 i 3 2 2 3 2 2 3 2 2 J 2 S 3 2 3 3 2 i 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 - TdOtbl 30.S1T•36.T66 2 3 1 2 J 1 2 J 2 R 3 2 2 3 T 2 x 2 d 2 2jl � J 1 2 3 2 2 A 2 3 4 2 2 6 2 2 5 2 2 3 Y 2 3 1 2 ] ; 2 ] 2 2 ] 2 2 3 2 2 3 2 m SfarmiEf ttepq T7.517.30516 3 3 1 2 3 1 2 3 2 2 3 2 2 4 2 2 d 2 2 4 2 2 J 1 2 4 2 2 d 2 2 4 2 2 4 2 2 d 2 2 J 1 2 3 1 2 3 T 2 3 2 2 ] 2 2 J 2 2 3 2 Cu;iom ShO Td.51J-2l.516 3 3 1 3 J 1 3 J R 3 ] R 3 3 2 J 3 2 3 ] 2 3 3 1 J 3 2 3 4 2 3 4 3 3 4 3 3 d 3 3 3 1 3 ] 1 3 J 2 3 ] 2 3 ] 2 J 3 2 3 1 2 d3526 FspJaUatd 21.517-245F6 3 2 i 3 2 t 3 1 2 3 3 2 a 3 2 3 3 2 3 3 2 3 2 ) 3 3 2 3 3 2 3 4 3 3 3 J 3 J 3 3 2 f 3 2 / 3 2 2 3 2 2 3 3 2 3 3 2 3 2 2 6tmi5aeEPMaM 18A+6.21.5/8 3 2 1 3 2 1 3 2 2 3 3 2 3 3 2 3 3 3 3 3 3 3 2 1 3 3 2 3 3 2 3 1 3 3 3 3 3 3 3 3 2 f 3 T 1 3 2 2 3 2 2 3 2 2 3 2 2 J 2 2 Cictmn Slxd t4.5t7.10.015 3 2 1 3 2 1 3 2 2 J 2 2 ] 2 x 3 2 3 3 2 3 9 2 1 3 2 2 3 2 2 3 1 J ] ] 3 3 3 3 3 a 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 1 2 2 C--61xo 11.51J-14.516 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 1 2 1 3 2 R 3 2 2 3 2 2 3 2 3 J 2 3 J 2 1 3 2 t 3 ? T 5 2 2 3 2 2 3 2 2 3 2 2 Stotast 11,268-11.516 3 2 f 3 2 1 3 2 2 } 2 2 3 2 2 3 2 3 3 2 3 3 2 t2 1 3 2 3 3 2 ) 3 ; t 3 2 2 3 2 2 3 2 2 3 2232T9.t 36St7-36-T67 33 1 3 3 1 3 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 3 1 3 3 2 3 -0 2 3 4 2 3 4 2 3 { 2 3 3 1 3 3 1 3 3 2 3 2 3 3 234.51T-38518 ] 1 1 3 3 1 3 3 2 3 a 2 J 3 2 3 4 2 3 d T 33 9 1 3 ] 2 3 4 2 3 4 2 3 4 2 ] 4 2 3 J 1 3 3 1 3 ] 2 3 a 2 a3 2 3 3 2 3 ] 2 31.517.34.516 3 3 1 3 3 1 ] J 2 3 3 2 3 4 2 3 4 2 3 3 2 33 3 1 3 3 2 3 4 3 J 4 3 3 4 3 3 4 3 3 3 1 3 3 1 J 3 2 3 3 2 3 3 2 3 3 2 3 3 2 Egwtfda 28.517-3f.618 J 3 f 3 1 1 3 3 2 3 4 2 3 4 2 3 3 2 3 3 2 3 3 1 3 3 1 3 d 2 3 4 2 3 4 3 J 4 3 3 4 3 ] ] 1 J ] 1 3 3 2 3 J 2 3 3 2 J 3 2 3 3 2 62 Cufan Sixa 25.6V4&518 3 3 t 3 1 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 i 3 3 t 3 J 2 3 3 2 3 3 2 3 3 J 3 1 3 3 3 / 3 3 1 1 3 2 J 3 2 3 3 2 3 3 2 3 3 2 sla—d PYm/4w 2251T-25515 3 3 1 3 3 1 3 3 2 3 3 2 3 a 2 3 3 3 3 3 3 3 3 1 3 J t 3 3 2 3 3 2 3 3 2 3 3 3 3 1 3 3 3 ) 3 fil 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 Cto[am 6ila 20.617-23.516 4 2 t d 2 t 4 2 R d 2 2 4 2 2 4 2 2 4 2 ] 4 2 1 -0 2 1 4 2 2 d 2 ; 4 2 2 4 3 ] a 3 3 4 2 1 d d 2 2 4 2 2 -0 2 2 4 2 2 4 2 2 uu.1820.016 4 2 t -0 2 1 4 2 2 4 2 Y 4 2 2 2 2 4 2 2 4 2 1 4 2 1 4 2 2 4 2 2 d a 2 4 22 4 2 J 4 2 1 4 4 2 2 A 2 2 4 2 2 4 2 2 4 2 2 TWS-16At5 4 2 t 4 2 1 4 2 2 6 2 2 4 2 2 d 2 2 d 2 2 4 2 1 4 2 1 4 2 2 a 2 2 4 2 2 4 2 2 4 2 3 4 2 1 d 4 2 2 d 2 2 4 2 2 A 2 2 4 2 2 Tarr( ]6.517.41266 3 4 t 3 4 t 3 2 3 i L 3 b 2 3 4 2 3 d Z J 4 t 3 d t 3 4 2 3 d 2 3 4 2 3 4 2 3 d 3 3 4 t 3 i i 3 4 2 3 d 2 J d 2 3 4 2 3 4 2 EO,a 36.517.30.51fi 3 3 1 3 3 1 3 3 2 ] 3 2 ] 3 2 3 d 2 3 4 I 3 3 1 3 3 ) 3 3 2 3 ] 3 3 4 2 J 4 3 ] 4 3 3 3 1 5 J Y 3 3 2 3 3 2 3 3 T 3 3 3 %33 Tfi potom Slxq 34.5f7.W516 d 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 d 2 4 3 2 4 3 1 4 J 4 J 2 4 3 2 4 4 2 4 4 3 4 4 3 4 3 1 4 3 1 4 3 2 4 3 2 4 3 24 3 Tttatgm Stxe ]f.51T-34.518 { 3 t 3 1 d 3 2 32 4 3 2 4 3 a 4 J 2 4 3 1 4 1 1 4 3 3 4 3 2 4 3 2 d 1 2 d 4 J 4 ] 1 d J 1 d ] 2 4 J 24 3 2 4 J R PtaYw28928•JL518 d 3 t 8 3 S A J 2 4 3 2 4 3 2 4 ] 2 4 3 2 d 3 t 4 3 t d 3 2 4 3 2 4 3 2 d 3 2 t 1 3 d 3 t i 3 1 4 J 2 d 3 2 d 3 2 4 3 Z4 4 1 4 4 t 4 4 2 4 4 2 4 4 2 d d 2 4 4 2 4 4 1 4 4 / 4 d 2 4 4 2 4 d 2 4 d 2 4 4 3 4 4 f A A t 4 4 2 4 4 2 4 4 2 4 d 2 CietbmSrxe 38526-40016 4 d + 4 4 + 4 4 2 { d 2 d 4 2 1 4 R 4 d 2 4 4 1 4 0 1 4 9 2 4 4 2 4 4 2 { 4 2 d 4 3 d 9 14 4 / 4 4 R 4 4 3 4 4 2 4 { 2 66.336 CustonSlTe -41.268 d 4 1 4 4 f 4 4 2 4 d 2 4 4 2 4 4 2 4 d 2 { 4 1 4 4 1 4 4 2 4 4 2 4 4 2 d 4 R d 1 4 d i 4 4 2 4 d 2 4 4 2 4 4 R PRODUCT REVISED as complying with the Florida SEE TABLE 5,SHEET 7 FOR DESIGN PRE SURES WHEN USINGTHIS TABLE. NOA-111.11d o Cade "MIN.BOTTOM SASH HEIGHT=WINDOW SUCK HEIGHT-45.072 xoA-No.1 l))i It. 20-0401.05 (APPLIES TO ANY HEIGHT 66.3W'OR LESS), 'f Redston: Expiration Date 09/17/2025 ...... NNE/�, l C)ADDED MIN-SASH HEIGHT - tiiGENsfi'-.ltfi NOTE, ey MlamFDade Product Control NOTES: No.58705 ' AK-3/11/20 1)USE THE ABOVE-ANCHOR QUANTMES REQUIRED.......»:TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. O D—Aption: QrOKQ W. �z 107D TECHNOLOGY DRIVE ANCHOR QUANTITY TABLE J ROSOWSKI 2)USE THE ABOVE"MAX ANCHOR O.C.SPACING.........."TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. %� 1 � N.VENICE,FL 34275 3)FRAME DIMENSIONS ARE BUCK."MR"=MEETING RAIL. (� •'•s<ORIOP.•• \�`' (�ta•t� DOUBLE HUNG WINDOW INSTALLATION-NI 05/15/15 4)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. /'t'Sst�NAt.. '�G ' III 1t ` Series/ModN: Scats: Shaet DraMn4 No. fter. 5)REFER TO TABLES 2&3,SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. A LYNWILLER,I.E. DH-5460 NTS 9 OF 12 MD-DH5460-01 `O P.E.#587f15 REGISTRATION I1129266 3.500" 3.500" 3.500" 3.500" 3.483" 3.483" 063* 06Y ---#- .063' .062" osr .063" 1 j je tL 2.444" 2.444" 1ASr 1 A83 " 1.48T =J 1.483 r 11 �__�� I .625" J-CHANNEL '625" FLANGE .625" J;-CMHANNE -6" FLANGE FRAME FIN FRAME EQUAL LEG FRAME L HEAD T- I T-70 FRAME HEAD HEAD HEAD HEAD FRAME SILL FRAME SILL 3A83" 3.600" 3.500" 3.500' 3.500" .062' 3.483' .062" X62' .062, 2.444" uL 4. A4 J24' c= 0 0 1.483" 1.483" `714-AT 1 =3 1.483" 1.483 101 k ==E 11 121" FLANGE FRAME FIN FRAME 12 EQUAL LEG FRAME SILL EQUALLEG A25" J-CHANNEL - JAMB 1.375" JAMB JAMB ILL 01 FRAME SILL 0 FRAME JAMB T I-Tz70- 1.215" 2.17EY' 1.472" 1.566" 1.3 �1- .0 .37W 1375P A141' 2 100 .974" .590" .471" 59V Sul.035" _ 3�". - -T -T - _j 070° .50 079' 060" 1.000" 1.0ou. BEVELED 15 KEEPER RAIL 16 COVER E SASH STOP J LIFT RAIL 20 LIFT RAIL BEVELED DH SASH SASH RAIL SCREW COVER 79 INTERLOCK INTERLOCK COVER 21 INTERLOCK tiJ INTERLOCKCOVER 1.649* 864" .316" PRODUCT REVISED .301- ascornPW.ng with the Florida 754' nil Rollo Code 20-0401.05 A- .035" Expiration o.t.09117/2025 C)NO CHANGES THIS SHEET. EXTRUDED SCREEN FRAME TOP SASH PULL E I y AK-3/11Miami-Dademsamuade Product Control No.58705 DRIVE WINDOW EXTRUSIONS J ROSOWSKI mw Prawn By: D-cfiptran: .7w '810* S TAO F N.VENICE,FL 34275' Date: ritrm (941Y480-1600 DOUBLE HUNG WINDOW INSTALLATION-NI 05/15/15 .0601, .08'," S-1.1 Sh-b -f LIGHT SASH STANDARD SASH 14D SASH 'No. Rmc 23 REINFORCEMENT RFJNFORCFMENT 25 REINFORCEMENT A.LYNN MILLER,P.E. DH-5460 NTS 10 OF 12] MD-DH5460-01 C REP 58705 FEGIMRATIONM9296 -1 TABLE 8: Bill of Material # Part# Description Material is 1 620113 Frame Head-J•Channel PVC �� 2 620114 FrameHead-Flange PVC- -3 620115 Frame Head-Fin PVC 1070 TECHNOLOGY DRIVE 4 620116 Frame Head-Equal Leg/Box PVC 9 N.VENICE.FL 34275 5 620105 Frame Sill-J-Channel PVC 1 (941)-480-1600 6 620106 Frame Sill-Flange PVC 7 620107 Frame Sill-Fin PVC 1 8 620108 Frame Sill-Equal Leg/Box PVC REGISTRATION#29298 9 620109 Frame Jamb-J-Channel PVC 85 10 620110 Frame Jamb-Flange PVC ` 11 620111 Frame Jamb-Fin PVC 82 12 620112 Frame Jamb-Equal Leg/Box PVC 14 620171 Top Sash Pull(opt.) PVC 86 +` MITERED FRAME WITH 151 620140 Keeper Rail PVC I INTERIOR AND EXTERIOR 16 1 620129 18ash Rail(Sides,Top&Bottom) PVC 87 i FRAME WELDS 17 620134 Balance Cofer PVC 181 620133 ISash Stop/Screw Comer PVC 40 OR 42 43 18 19 620156 Lift Rail Interlock 6005 T5 At r 2.0 620144 Lift Rail Interlock Comer PVC ! 21 620157 Bowled Interlock 6005 T5 At 81 OPT. 3s WA FOR+50/-50 OP UNITS �•,\ 22 620145 Bowled Interlock Cowr PVC 23 620150 Light Sash Reinforcement 6063 T6 At 44 24 620151 Standard Sash Reinforcement 6063 T6 At 25 620152 HD Sash Reinforcement 6053 T6 At rtl SPIRAL 8ALANCE 42 43 is 30 61644 Weatherstrip,.187'x.270"Fin Pile i^- 31 1 60300 IWeatherstrip,,190"x.300"Foam Bulb i OR 32 61719 Weatherstrip,.187"x,220"PolyPite f CONSTAN APOANC AO 33 61625 Weatherstrip Plug,.220"Finseal i 40 OR 42 43 35 78X1MTTT #8 x 1"Ph.PH SDS(Interlock Mounting Screw) SS 9 38 720210 Weep Hole Cofer PVC 39 720185 Tilt Latch Reinforcement Clip PVC 18 ` 40 720X00000 Constant Force Balance 80 41 78)04PPAX #8 x 314"Ph,FH SMS(Con.Force Balance Screw) SS 42 Spiral Balance 43 720205 Spiral Balance Shoe Nylon r 44 1 78X114FPAX#8 x 1-1W Ph.FH SMS(Spiral Balance Screw) SS SCREEN , NOTES: ASSEMBLY 1)GLASS AND SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. 38 2)J-CHANNEL FRAME SHOWN,PARTS#1,5&9.OTHER FRAME TYPES APPLY. DETAILS i(r �----. 3)PVC BY ENERGI WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. FRAME ,.I1 4)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6&7. ASSEMBLY 5 \• 5)ITEMS#13,26-29,34,36,37,65-72&84 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. DETAILS t•- 1 I t t 1// EXTERIOR "--,..,—ATTACHES TO i '•"PIVOT BAR,#60 Reyafan C)NO CHANGES THIS SHEET. ;`��Oy CENsg /� r `:,\ NEXT SHEET AK-3/11/20 Q: p , `•�'. No.58705 PRODUCT REVISED pracriyfion: ptmrn By. _� as complying with the Florida \;~ 'Lt SOBILL OF MATERIAL A(BOM) J ROSOWSKt 8=� � 4U uitding Code NOA-No. 20-0401.05 DOUBLE HUNG WINDOW INSTALLATION-LM 45l15/15 At By plraHo 0 9/1 712 0 2 5 Sadas/Modsh Scafe: Sheaf prawrng Na. Rev: r/1I I III Illi Miami-Dade Product Control DH-5460 NTS 11 OF 12 MD-DH5460-01 C A LYNN MILLER,P.E P.N 58705 f f TABLE 8,CONT.: 61 OPT.PULL Bill Of Material,Cont ` �63 HANDLE b2 # Part# Description Material 45 720197 Auto Lock Mechanism C Steel 46 720198&9 Sweep Lock Cast Zinc is �i 16 64 47 720195&6 Auto Lock Cover Assembly Cast Zinc 1070 TECHNOLOGY DRIVE 48 76X1180PTX#6 x 14/8"Ph.FH SDS(Auto/Sweep Lock Screw) SS �� N.VE FL 34275 49 720200 Auto and Sweep Lock Keeper Cast Zinc (941)480-1so-lsso 50 76X34PPTX #6 x 314"PH.PH SDS(Keeper Screw) SS 73 X4 51 420181 UR Beveled Till Latch Comer Key PVC MITERED FRAME WITH INTERIOR AND EXTERIOR 53 52 420182 L/R Pull Rail Tilt Latch Comer Key PVC ATTACHES REGISTRATION#29296 TO BALANCE FRAME WELDS 53 7634PHFL #6 x 3/4"Ph.FH SDS(Pivit Bar&tilt Latch Screw) SS 54 420183 Tilt Latch PVC . 55 420184 Tilt Latch Retainer PVC 56 720207 1"Tilt Latch Spring SS 60 OPT.SWEEP LOCK 57 420186 Plastic Tilt Latch Finger Pull PVC 59 j o 16 46 48 OPT.AUTO LOCK 58 720192 Metal Tilt Latch Finger Pull Cast Zinc 59 420180 1 Pivot Bar Comer Key(Top&Bottom Sash) PVC 53 \ u 47 60 720206 Plwt Bar(Top&Bottom Sash) SS 57 OR 58 61 7101/7102 Top Sash Tilt Latch(L&R) PVC 49 O 1 48 51 62 76X12FPTX #6 x 1/2"Ph.FH SDS(Top Sash Tilt Latch Screw) SS 15 .d'� OOR 52 I � 45 63 720191 Sash Pull Handle(opt.) Cast Zinc ss 1 64 78X34FPT #8 x 3/4"Ph.FH SDS(Pull Handle Screw) SS y . 73 720136 I.G.Bead PVC i 1 22 74 Backbedding,GE 7700 or Dow 791 or Dow 983 Silicone TOP SASH 1 751 71684&5 Setting Black(718"x 2"x 1/87),85+/-5 duro. EPDM ASSEMBLY 56 80 61012 Extruded Screen Frame Alum DETAILS EXTERIOR 81 60775 Extruded Screen Spreader Bar Alum 35 OPT. , ATTACHES 82 7CKGL621 Screen Comer Key for Extended Frame PVC LIFTRAIL TO BALANCE `•� •- 1 �i OPT- Extruded 72045 ExtrudedScreenSreaderBarCli Alum O 4 _I BEVELED P P INTERLOCK INTERLOCK 65 7CASPM Tension Spring SS COVER &COVER 86 61816C48 Screen Cloth Fiberglass 20 16 O�• 87 61635161624 .140"Screen Spline(MachiWHand Rolled) Vinyl 16 t' o j 73 X4 i \ N. 54 ATTACHES �� 1'••.`�j 53 19 TO BALANCE'' 59 \` 1 OPT.PULL `1jj11I 111 j�/ 53 ' \\\\s� HANDLE ROr7410n OLICENS •,�� d •J 63 C)ADDED BACKBEDDING. :�.'��-•-• E'' '�� % � AK-3/11/20 16 s : No.58705 x= PRODUCT REVISED as complying with the Florida BOTTOM SASH DeseripDan: �O �' � Building Code BILL OF MATERIAL B(BOM) J ROSOWSKI p st�ro O ;'��` NOA-No. 20.0401.05 ASSEMBLY 71t1e: Date: ° ERIOR 4ORIDA,.•••�� Expiration Date 09/17/2025 DETAILS EXT +\� DOUBLE HUNG WINDOW INSTALLATION-LM 05/15/15 '��,SyONAL E�G�` By • ATTACHES Serra 1Wodel: 1"' Sheet Droaing Na Rer. 1111 1 111 Miami-Dado Product Control TO BALANCE DH-5460 NTS 12 OF 12 MD-DH5460-01 C A.LYNN MILLER,RE P.E#58705 PROJECT SCOPE AND DESCRIPTION 1, THE PROJECT CONSISTS OF REMOVING EXISTING PLASTIC GLAZING AND CABANA DOOR,REINFORCING ROUGH CARPENTRY BUILDING DATA EXISTING ALUMINUM FRAMING AND PROVIDING WINDOWS AND A PATIO DOOR FOR A CATEGORY III ALL LUMBER AND PLYWOOD SHALL HAVE GRADE MARKS AND TREATMENT IDENTIFICATION AND PROJECT TYPE CATEGORY III SUNROOM SUNROOM. CONFORM TO THE FOLLOWING: THE SPACE I S DEFINED AS NON-HABITAB '=AND FRAMING LUMBER SHALL BE A MINIMUM NO.2 SOUTHERN YELLOW PINE,AND HAVE A MAXIMUM UNCONDITIONED 2. THE PROJECT SCOPE FOR THIS DESIGN PROFESSIONAL IS LIMITED TO THE ITEMS INDICATED ABOVE. MOISTURE CONTENT OF 19 PERCENT. ROOF MATERIAL ALUMINUM RISER PAN PANELS ADDITIONAL CONSTRUCTION TASKS MAY BE INCLUDED IN THE BUILDING PERMIT THAT ARE THE PROVIDE PRESSURE TREATMENTS AS INDICATED. PRESSURE TREATMENTS SHALL BE OSMOSALTS, RESPONSIBILITY OF THE CONTRACTOR OR A SEPARATE DESIGN PROFESSIONAL. OSMOSE K-33,WOMANSALTS OR CELCURE,AS RECOMMENDED BY THE USE CONDITION. WALL DESIGN ALUMINUM FRAMING PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH A CCA SALT TREATMENT IN APPLICABLE CODES AND REGULATIONS ACCORDANCE WITH FS Tf-W-571 AND BEAR THE AMERICAN WOOD PRESERVATIVES INSTITUTE FOUNDATION DESIGN EXISTING 4"CONCRETE SLAB,SLAB SHALL BE IN 1. THE 6TH EDITION(2017)FLORIDA BUILDING CODE,BUILDING,SPECIFICALLY CHAPTER 16 STRUCTURAL QUALITY MARK LP-2. TREATED LUMBER SHALL BE INDICATED BY THE ABBREVIATION(PT) SOUND CONDITION,FREE FROM SPALLING DESIGN AND CHAPTER 20 ALUMINUM STRUCTURAL CRACKING,AND OTHER DETERIORATION 2. THE 6TH EDITION(2017)FLORIDA BUILDING CODE,RESIDENTIAL SHEATHING: APA RATED SHEATHING,EXPOSURE 1,1/2"THICK FASTEN TO FRAMING WITH 8d RING 3. ASCE 7-10 SHANK NAILS SPACED 4"O.C.AT EDGE SUPPORTS AND 8"O.C.AT INTERMEDIATE SUPPORTS DESIGN LOADS LIVE AND DEAD LOADS REFERENCES ROOF RAFTER LIVE LOAD N/A AC! AMERICAN CONCRETE INSTITUTE ROOF RAFTER DEAD LOAD N/A AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION FLOOR JOIST LIVE LOAD N/A APA AMERICAN PLYWOOD ASSOCIATION FLOOR JOIST DEAD LOAD N/A ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS ASTM ASTM INTERNATIONAL WIND LOADS 1. BUILDING OCCUPANCY CATEGORY,PARAGRAPH FLORIDA PRODUCT APPROVALS 1604.5 AND TABLE 1604.5: THE CONTRACTOR SHALL PROVIDE FLORIDA PRODUCT APPROVALS FOR THE RISK CATEGORY II WINDOWS,ROOFING,AND FIBER CEMENT SIDING AND SHALL CONFIRM THAT THE EXISTING SUBSTRATES ARE IN ACCORDANCE WITH THE FLORIDA PRODUCT APPROVAL INFORMATION AND 2. BASIC WIND SPEED FIGURE 1609.3(1)ULTIMATE DETAILS DESIGN WIND SPEEDS Vult FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES: SITEWORK Vult=137 MPH TERMITE PROTECTION ' � SOIL POISONING AND OTHER APPROVED METHODS FOR PROTECTION FROM 3. EXPOSURE CATEGORY: CATEGORY - TERMITE INFESTATION IS REQUIRED AND SHALL BE IN STRICT COMPLIANCE WITH THE PROVISIONS OF THE FLORIDA BUILDING CODE,BUILDING,AND THE 4.ENCLOSURE CLASSIFICATION:FUL[l' FLORIDA BUILDING CODE,RESIDENTIAL. G THE TERMITICIDE SHALL BE A PRODUCT REGISTERED FOR USE AS A EXISTING DINING RM 2X4 S EXISTING 5.INTERNAL PRESSURE COEFFICIENT: +/-0,18 PREVENTATIVE TREATMENT FOR TERMITES FOR NEW CONSTRUCTION BY THE v FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. -. -�•� '- DESIGN PRESSURES FOR COMPONENTS AND CLADDING INCLUSIVE OF A MULTIPLIER OF 1.21 FOR EXPOSURE BAND METALS /•EXISTING DOOR A MEAN ROOF HEIGHT OF 15 FEET.PRESSURES ARE BASED ON ALUMINUM TO REMAIN A MEAN ROOF HEIGHT OF 15 FEET,A COMPONENT HEIGHT OF 7 FEET AND A COMPONENT SIZE OF 20 SQUARE FEET. VALUES ARE DESIGN AND CONSTRUCTION OF ALUMINUM STRUCTURES SHALL BE IN ACCORDANCE REMOVE IN POUNDS PER SQUARE FOOT. WITH THE ALUMINUM ASSOCIATION MANUAL,2015 OR LATEST EDITION,PUBLISHED BY THE EXISTING 4" -' EXISTING ALUMINUM ASSOCIATION,ARLINGTON,VA CONCRETE SLAB CABANA ROOF ZONE 1 N/A MATERIAL THICKNESS,ALLOY AND TEMPER CHARACTERISTICS AND PROPERTIES SHALL DOOR ROOF ZONE 2 N/A BE IN ACCORDANCE WITH THE ALUMINUM ASSOCIATION MANUAL,2015 OR LATEST EX I ROOF ZONE 2 N/A EDITION. MATERIALS LITI L CATEGORY III I REMOVE WALL ZONE 4 +24.41-26.6 ALUMINUM EXTRUSIONS: 6005 T5,MINIMUM WALL THICKNESS 0.040 AND AS SUN EXISTING WALL ZONE 5 +24.41-31.5 REQUIRED BY THE REFERENCED STANDARDS R 3X2 CARRIED KICKPLATES: COIL COATED ALUMINUM,0.024 INCH THICK MINIMUM EXISTING RISER I POST FASTENERS: SAE GRADE 5 ZINC PLATED OR STAINLESS STEEL SERIES"300" TYPICAL EXTRUSION DIMENSIONS PAN PANEL 1X2 1"X 2"X 0.040"OPEN BACK 1X3 1"X3"X0.045"OPEN BACK 2X2 2"X 2"X 0.046"HOLLOW REMOVE EXISTING 2X3 PB 2"X 3"X 0.050"PATIO BEAM PLASTIC GLAZING 2X4 PB 2"X 4"X 0.050"PATIO BEAM TYP(13)SPACES PRO.FESSIONpL56AL, I HEREBY CERTIFY THAT THESE _ _ _ _ _ _ _ _ _ _ _ PLANS/SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY 0 ; DIRECT SUPERVISION AND COMPLY . DEMOLITION PLAN MATH FLORIDA BUILDING CODE 2017- :;<. 6TH EDITION ' • :• F.,0 ;--� SCALE: 1/4"= 1 -0" J t s •?. ?: AWARD ENGINEERING, INC. q IlY_yuZv F .Y- ` 7804 N.FLORIDA AVE. HOVHANNES;A.MOURADIAN, P.E. .�<<, . • Q`c t,' TAMPA,FL 3;;ti04 GINEER#78439 ' .11 4 as TEL:(813)236 4393 STATE OFOFLORIDA EMAIL:AWARDENGINEERING@YAHOO.COM PROJECT PROFESSIONAL OF RECORD REVISION ISSUE SHEET NO. PETER J VYVE R B E RG, A IAMcWILLIAMS HOVHANNES A. MOURADIAN, P.E.P-E. 10387 TEMPLE WAY 37153 NEUKOM AVENUE PROFESSIONAL ENGINEER#78439 09/10/20 BUILDING PERMIT n Al O 1 SEMINOLE,f:L.33772 ZEPHYRHILLS,FL 33541 STATE OF FLORIDA TEL: 941-9932839 PROJECT NO. 20-8158 FLORIDA LICENSE: AR95735 EXISTING DINING RM EXISTING EXISTING A oa 2X4 SMB 2X4 SMB j PROPOSED EXISTING DOOR 2X4 PB DOOR TO REMAIN `fl A103 EXISTING 4" a CONCRETE SLAB VS EX A104 PROPOSED 2X4 PB UTIL CATEGORY III SUNROOM _; O WINDOW EXISTING RISER KP O 1 PAN PANEL- TYP(3) / flvs / WINDOW N O O O V '4' 3'-4„ „ 3.4„ MEMBER SIZE AND DESIGNATION 13'-7" KP TYP(4) g g g g O EXISTING 3X2 PB REINFORCED WITH 1X3 OPEN BACK SEE DRAWING 1/A103 FOR DETAIL BJ B B 4 O WITH X2 OPEN BACK SEE O O a A103 EXISTING 2X2 PB REINFOR DRAWING 2/A103 FOR DETAIL WINDOW WINDOW WINDOW WINDOW 0 0 0 0 O WITH EXISTING OPEN BACK "X 1" EXTRUSION SEE DWG 3/A103 VS ® _VS® =VS _VS ®VS VS WALL CONSTRUCTION ABOVE WINDOW 0.024"COIL COATED ALUMINUM (KP) BELOW WINDOW EXISTING VINYL SIDING (VS) PLAN AND ELEVATIONS PROFESSIONAL SEAL A102 SCALE: 1/4" = 1'-0" L. y' - I HEREBY CERTIFY THAT THESE __- AWARD ENGINEERING, INC. PL PAREDBIYIM TIONSWORERMY ERE `� vLv ` � `� fit,='s ', 7804 N.FLORIDA AVE. DIRECT SUPERVISION AND COMPLY HOVHANNES A. MOURADIAN, P.E. WITH FLORIDA BUILDING CODE 2017- .'tea : fr�•ri. ' �"✓ -' TAMPA,FL 238-439333604 6TH EDITION PROFESSIONAL ENGINEER#78439 � TEL:(813) EMAIL:AWARDENGINEERING@YAHOO.COM STATE OF FLORIDA ;.; �_ 3•i:z PETER J VYVERBERG,B E RG AIA PROJECT PROFESSIONAL OFRECORD -"- REVISION ISSUE SHEET NO. McWILLIAMS HOVHANNES A. MOURADIAN,P.E. 10387 TEMPLE WAY 37153 NEUKOM AVENUE PROFESSIONAL ENGINEER#78439 09/10/20 BUILDING PERMIT 02 SEMINOLE,FL 33772 ZEPHYRHILLS,FL 33541 STATE OF FLORIDA AlH TEL: 941-993-2839 PROJECT NO. 20-8158 FLORIDA LICENSE: AR95735 #12 X 1-1/2"SMS SPACED 6"FROM #12 X 1-1/2"SMS END AND @ 12"O.C. SPACED 6"FROM END AND @ 12"O.C. EXISTING 1"X 1"X 1"X 2"OPEN BACK 1X2 0.050" OPEN BACK-\ TUBE EXISTING 2"X 2"PB EXISTING 3X2 PB TYPE B CORNER 2X2 MEMBER 4 DETAIL 2 REINFORCEMENT A103 SCALE: 3"= 1'-0" A103 SCALE: 3" = (2)#12 X 1-1/2"SMS #12 X 1-1/2"SMS (2)#12 X 1-1/2"SMS SPACED 6"FROM SPACED 6"FROM SPACED 6"FROM #12 X 1-1/2" END AND @ 12"O.C. END AND@12"O.C. END AND@12"O.C. SMS@24"O.C. 1"X 1"TUBE 1X3 OPEN BACK 1"X 2"OPEN BACK 1X3 OPEN BACK EXISTING EXISTING 3X2 PB EXISTING 2"X 2"PB EXISTING 3X2 PB 1"X 2" OPEN BACK TYPE C TYPE A END COLUMN DETAIL 1X2 MEMBER 3X2 MEMBER 5 3 REINFORCEMENT 1 REINFORCEMENT A103 SCALE: 3"= 1'-0" ,A1031 SCALE: 3"= 1'-0" \103 SCALE: 3"= 1'-0" PROFESSIONALSEAL I HEREBY CERTIFY THAT THESE • '!= PLANS/SPECIFICATIONS WERE �,_:_-, ..• „: -® O PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND COMPLY � -- WITH FLORIDA BUILDING CODE 2017- AWARD ENGINEERING, INC. 6TH EDITION j° ` 7804 N.FLORIDAAVE. HOVHANNES A. MOURADIAN, P.E. �, •,�� *. TAMPA,FL 33604 PROFESSIONAL ENGINEER#78439 TEL:(813)238-4393 STATE OF FLORIDA EMAIL:AWARDENGINEERING@YAHOO.COM P ET E R J VYVE R B E RG AIA PROJECT PROFESSIONAL OF RECORD REVISION ISSUE SHEET NO. McWILLIAMS HOVHANNESA. MOURADIAN,P.E. 10387 TEMPLE WAY 37153 NEUKOM AVENUE PROFESSIONAL ENGINEER#78439 09/10/20 BUILDING PERMIT A 103 SEMINCL E,FL 33772 ZEPHYRHILLS,FL 33541 STATE OF FLORIDA TEL: 941-993-2839 PROJECT NO. 20-8158 FLORIDA LICENSE: AR95735 TYPE B REINFORCED EDGE BEAM I EXISTING 2X4 SMB TYPE B REINFORCED EDGE BEAM + - / /r PROPOSED 2X4 PB 2"X2"X4"X0.125" SIDEW/(2)#12X3/4"SMS INTO + + TYPE B EDGE BEAM AND 3-3/4"X 3-3/4"X 0.040" (1)#12 X 3/4"INTO 2X4 PB AND SPLICE PLATE WITH + (2)3/8"THRU BOLT INTO SMB (3)#12 X 3/4"SMS 2"X2"X0.125"ANGLE INTO EACH MEMBER 2"X2"X0.125" W/(2)#12 X 3/4"SMS BOTH SIDES ANGLE W/(2) EACH LEG #12 X 3/4"SMS PROPOSED 2X4 PB EACH LEG EXISTING END COLUMN TYPE A SEE DWG 5/A103 REINFORCED COLUMN EXISTING SMB PROPOSED CARRY BEAM 2 0 CONNECTION DETAIL AT EXISTING COLUMN A104 SCALE: 1-1/2"= 1'-0" A105J SCALE: 1-1/2" = PROFES ODlAL5EAt I HEREBY CERTIFY THAT THESE '�''`•; �Y�' PLANS/SPECIFICATIONS WERE .� PREPARED BY ME OR UNDER MY ••_•• DIRECT SUPERVISION AND COMPLY 2.. g..f WITH FLORIDA BUILDING CODE 2017- j -� ' ®• 6TH EDITION ti - �/i �( AWARD ENGINEERING, INC. 7804 N.FLORIDA AVE. HOVHANNES A. MOURADIAN, P-E. "' `,'`` PROFESSIONAL ENGINEER#78439 r i TAMPA,FL 33604 -�?3,�.,.��;+��r- _, TEL-(813)238-4393 STATE OF FLORIDA �e I i` 1+ EMAIL:AWARDENGINFERING@YAHOO.COM d3� 9Ht1,1�t6 PETC R J VYVE R B E RG AIA PROJECT PROFESSIONAL OF RECORD REVISION - - ISSUE SHEET NO.McWILLIAMS HOVHANNESA. MOURADIAN,P.E. 10387 TEMPLE WAY 37153 NEUKOM AVENUE PROFESSIONAL ENGINEER#78439 09/10/20 BUILDING PERMIT A 104 SEMINOLE,FL 33772 ZEPHYRHILLS,FL 33541 STATE OF FLORIDA TEL 941-993-2839 PROJECT NO. 20-8158 FLORIDA DENSE AR95735