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HomeMy WebLinkAbout19-21522 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 21522 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 21522 Address: 6032 16TH ST Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: PARK HILL Est. Value: Parcel Number: 02-26-21-0180-00000-0680 Improv. Cost: 11,953.00 OWNER INFORMATION Date Issued: 7/22/2019 Name: MARTINEZ, GUSTAVO & ET AL Total Fees: 150.00 Address: 6032 16TH ST Amount Paid: 150.00 ZEPHYRHILLS, FL 33542-2602 Date Paid: 7/22/2019 Phone: 813-580-3722 Work Desc: REPLACE 8 WINDOWS S/S CONTRACTORS APPLICATION FEES FHIA LLC-NEED BUSINESS INFO BUILDING FEE 150.00 CI ce �3 Ins ections Re uired FOOTER 2ND ROUGH PLUMB MISC INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans, Specifications Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. f CO RACfORSGNATURE PERMIT OFFI R PERMI EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER NOTICE OF I+.EED RIESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for.the intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. CONSTRUCTION LIEN LAW(Chapter 713, Florida Statutes, as amended): If valuation of work is$2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner" prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six(6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR Subscribed and sworn to(or affirmed)before me this Sy crib = nd_swom t (or rrme b fps a this by by Who is/are personally known to me or has/have produced Who are p rsonally known to me or has/h0e produced as identification. �_ as identification. Notary Public Notary Public Commission No. Commission No. Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped CARLOSMALDONADO :. Commission#GG 346275 Expires June 18,2023 Bond AM Troy F*Irarace 800assao�9 ais-7e0-0020 City of ZephythUls Perrnft"Application F3x-813-79o-o021 Building Department l ' •' DetD RocoWed . Phone Contact for Pot 407. 989-87,0� -r-rtca`rrr-i r Owilol's Nemo Gll$taVO aatta�es rw ownerPho Nurnher 813=580-3722 Ownor'a Add as 603216th;St Zephyrttills,FC 335A2 owner Phone Number Foe Simple Tldoholder.Namo .:. ' Owner Pherro Mumbor Fee Simply TlUeholder Addraas OB#16th-.St:'Ze li rhllls,:R 33542_•.; JOB ADDREss P...Y.... LOTS 68 71, SUBDIVISION PARK HILL PAKCELID8 02-26=21418040000-0680 (OBTAINED FROM.PROPOM TAX NOTICE). WORK PROPOSED NEW_ CONSTR ' : ADD/ALT . [� SIGN Q DEMOLISH. :IN ALL. 8. . REPAIR PROPOSED USE " . Q. SFR Q" . Comm .OTHER `:. 'TYPE OF CONSTRUCTION BLOCK: [� FRAME [� STEEL Q DESCRIPTION OF WORK Remove and:replace'8 impact Windows,size tor.size BUILDI. SIZH ' SQ FOOTAGE L� . HEiGHr �� =BUILDING g_ 11,9S3.00 VALUATIONOFTOTACCONSTRUC710N =ELECTRICAL S AMP SERVICE PROGRESSENERGY = W.R:E.C.- =PLUMBING S =MECHANICAL ;. VALUATION OF._MECHANICALINSTALLATION =GAS 'Q. ROOFING . SPECIALTY.=. OTHER'- FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA. =YES. -NO r� ; -BUILDER ���/. COMPANY_ ,.FHIA,:CLC" .'SIGNATURF. : .-. :.: - -..-.I.- .. REGISTERED (:Y/.N -.:FEE CURREA: 3e44 S>> 4 F...._ _ Address LaudetdalB,FL 33312. License N CGC061890 ELECTRICIAN" -COMPANY SIGNATURE REGISTERED. YIIN FEEcuRRs"': .Y/N.'::: Address License it- PLUMBER. COMPANY. SIGNATURE' �: REGISTERED ..:-Y/N '. FFECU"Eh Yd N.-• - Address IJcense k MECHANICAL .` COMPANY SIGNATURE- REGISTERED '.•Y1 N'' FEE'DURRES Y!'N Address-: ueense C OTHER. COMPANY. SIGNATURE. REGISTi.•Y IN• EitEO ..Y/:.N FEEcututEn Address Ucansa#'1 LI CI-.1:1 1,1.1 fil a I I'1 1:1•I 1 1 141 1 rull. I+1 I'll 1 11.1 t 1 1 1.1 11 11;1.1 1"I t t.t:I'I I I I 1.1 1 t 1 1aY 1 1 RESIDENTIAL .Attech(2)Pfot:Plans;(2)sdis of Building.Plans.,(1)tot•a.Enorgy Fodns;R=O•W Permit now construction, f nimum ten.(10).workfng days after submittal date;Requlied onsite,'Corislmetion Plim.lormwalerPlans vd Sill Fence installed, Sanitary.Facilities'8•t,dumDsfer,$fto.Y✓orkPermtt:feisubdlvistodsAsrgeproJecSs '. COMMERCIAL Attach(2)complete sets of.Bullding Plans plus a Life Safcly.Page;(1)sefof Energy Fors.R-0NI/Penult for new censbucl;On. Nnimum ten(10)A.6iWng days'after submittal date.:Requlred onslte,Constructlon'Plans,StGnnwater Plans Q SIt,Fenca lnstalled, Sanitary Facilities&1 dumpstec Site WA Permit for all new prb)eets.All commercial requirements must meet GompIIance SIGN.PEPLIIT kIsih(2)sets of.Engineered Plans,- -PROPERTY SURVEY required'for 611 NEW.construdtoh. D_Imetlons: `l=ill ouI applieaGon Comµolaty,. Owner d Cantractcfsign back of epplcation.nobuind if.over;2500,a Hdtlee of Commoriceinont is required. (Aid upgrades over$7500). .Agent.((or lhe'ednUacfor).or Power atAuomey(fortho ownei)wouid be someone with notarized letter from owner authoilzing same OVER THECOUNTERPERMITTING (copy of contrectrequlred). Rertiofs'Nshtngles Sewers •Serv(ceUpgrades A/C Fences(Plot/SuNeylFootage) Driveways-No1 over Counter If on public io6&4S..noeds ROW" INSTR#2019108926 OR BK 9929 PG 3501 Page 1 of 1 06/27/2019 09:22 AM Rcpt:2067426 Rec: 10.00 IDS:0.00 IT:0.00 PauCa S. O'Wei�Ph.D., Pasco County CCerk&Comptroller i Parrta!tito. Pmoet lD rri,. 02-26-M-0180a000.0080 00*E OF CQMAiE'N'CEaIEM itt&g FLORIDA. CVie PASCO THE t1A8)ER$tONEo �vos tatlee u►az�.�be made oe oe�tsfri red piiri�peily;Ana In®acordetiti�Cfiapiar 71arl7afdo Sdtrnas. u»to0owk�p Intarr'ri�ai b piandiia En rd�'Noua'a� ' 1, oeeatpQonat'Plepa4r.ParoeltQanflNo: . 02-28.21-Q.1 EM0004680 ... .... :..... ........ st,.etaeaiaas:8t)32'16fh St.,.Zephytfi111s,:F133542 a Owner►rtairta9enoalbsiieetdorm>maPr@Nt�eiseed�orCie�nprdi�mant': : -.- -.. GUSt8Y0_:f:lfi8t!98 .:.:.......: ._........ :.. .....:... : :.... .... ... .. , . . . ... . .. .. . . ..:.. ..-.. $03216th.St.... :............ :ZePhYtfiiUs... .:...::.. ..__.: .:...:..... ....... FL :. ... .. .:......:,. .. ab'. ... gittiM1telh•P�opg4r OWNER NeiroatFee: T .4t�eretuboin.ouebrisoeo-ebow). I AdAma �, Ceirueetar FHI L L.0.,...-.... •::..•.. . . ...:.. &bte :.....: ,..._3p44_SiN 42NL _AVE............ .......:........ . FT.IAUDERDAI E .. . FL t Ad&M... :. ... . ... .. .: . ... • .. ... . ':... CaeT�vtim►a.Ro.:.4Q7.989-8701. . .... . . AmmenSlow. 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T NBgtF m CagmST YYR'H:Y.OURLENDER.*ORANXRORNBY ORE'CO1ktitB8�IGWORKORRECORDIN` VJF t,tn'rlorpetielq%afpeiJiy Idaae»Qiatlhaireiwid8iitarpoh9nelf�sa/cauanmaroairae ate �tfm@liiaisbuarDtlirilee4' . of!ipi:Mttoi�ed0e'md0effeG_ � . . .. . .BTA1E10F.FLORiDA ' � :6�Nn�ot.Ow�arar s'arins�e'!QAuttadxed . . ' ' The anregolig fnefrumeidwaa ecq+owledDMhefcta me Bisraf JUN�:'�.L by.. A �.. .. . .. .: (�impaf oit' .: .� 'Peisorkdbr.Kntler�"�Piorkredia�CketloeCJ' .NdtittlrStp�etiii. ��typootl8eitlfiiea7�►�t?rodieod: .. tvams�itnp. ;� -f1A►.��S:co......�c►r�tDA.. Notary Pub!! f Florida 1� Francisco M Ali da g`sip ati oa Mycomm son GG 139459 0108s Expires b STATE Or FLORIDA,COUNTY OF PASCO CERTIFYTHIS IS TO FOREGOING TRUE AND COFRRECT COPY OF THE DOCUMENT f. 'ON FILE OR OF PUBLIC RECORD IN THIS OFFICE a �� q V E MY HAND AND OFFICIAL SEAL THIS f WON �s DAY OF 20 L PAULA S.(gNEIL,CEERK&COMPTROLLER • f5� �� Y DEPUTY CLERK 204 Generalized Building Schematic fopol' As https://search.pascopa.com/sketch.aspx?pid=262308&bid=262308 6/12/2019 02-26-21-0180-00000-0680 Pasco County Property Appraiser Page 1 of Parcel ID 02-26-21-0180-00000-0680 (Card: 1 of 1) Classification 00100-Single Family Mailing Address Property Value MARTINEZ GUSTAVO A LINARES & Ag Land $0 ET AL Land $15,785 6032 16TH ST Building $88,923 ZEPHYRHILLS, FL 33542-2602 Extra Features $418 Physical Address Just Value $105,126 ZEPHYRHILLS, FL 33542 6032 16 STREET, Assessed (Non-School Amendment 1) $105,126 Homestead -$25,000 Legal-Description (First 200 Additional Homestead -$25,000 characters) _See.Plat.far.thls Non-School Taxable Value $55,126 8u6diyision School District Taxable Value $80,126 PARK HILL SUB UNIT 1 PS 14 PG 70 LOT 68'OR 9774 PG 1101 Jurisdiction CITY OF ZEPHYEHILLS. Land Detail Card,_ 1 of 1 Line.Use - Code ®ascription ZoningUnIts 'it�rpe- ;Price Conditlonvalue i....:.. ...:.-..: _....- 010OR : LP1-1 SFR OOR2 7,700.00 SF $2.05 1.00 $15,785 . Additional Land Information Acres Tax Area FEMA Code Res Code Com Code Condo Cod® 0.18 3 ZH PAW PAHI PAHI View.45ketch Building Information Use;0100-Single Family Residential (Card: 1 of 1) ,Year Built 1978 Stories 1.0 Exterior Wall 1 Concrete Block Stucco .Exterior Wall 2 None Roof Structure Gable or Hip Roof Cover Asphalt or Composition Shingle Interior Wall 1 Drywall Interior Wall 2 None Flooring 1 Carpet Flooring.2 None Fuel Electric Heat Forced Air- Ducted /C Central Baths 2.0 Line .Code . :Description} .. _._ _..;. Stl. Feet Value_ 1 BAS01 LIVING AREA 1,316 $74,253 FGRO1 FINISHED GARAGE 364 $8 238 .. .:.... UEP01......_.UNFINISHED ENCL PORCH....,:. .:..__168 4 FOP01 FINISHED OPEN PORCH 120 $1,693_ Extra Features (Card_: 1 of 1.. ear Units Line :Code :Description 4Y Value 1 RDWSWC'., DRVWAY%SIDEWALK CONC . 1978,.. 444 $418 Sales History Previous Owner: SOBECK ANGELICA R&SOBECK JOSIAH D Month/Year 'Book/Page 7pe ODOR Code ;Condition ,Amount 08/2018 9774 1 110-1 Warranty Deed 01 Improved .$159 000 07/2016... .. .... .. .9401 ! 1106 Warranty..Deed.:.:..:_..:._.....:01 __. . .::. .Improved:....' $149,000. 12 11/2015 9288 1952 Warranty Deed _ improved $60,100 08/2015 9252 2-452 Certificate of Title 12 Improved. $46,100 05/2006 7043 ( 0819 j Warranty Deed Improved $157,500 https://search.pascopa.com/parcel.aspx?parce1=2126020180000000680 6/12/2019 y,r Lill"Ill.. City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: ki 7 h I / v Date Received: 1 Site: Permit Type: 64MOVL Ova Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑ This comment sheet 11 be kept with the permit and/or plans. JUL ID2019 Kalvin w'tze —Plans Examiner Date Contractor /or Home o ner (Required when comments are present) FHA - DIAGRAM SHEET NO CHANGE IN **gi�pp__ [-floriaita FENESTRATION PROPOSED.1'IiRi ",^-- 3.onac-frrapr® a©:raorat' MEASURING TECH MEASURE DATE SIZE FOR SIZE. ^ 6a��cncsa�os '"' FRANCISCO 06/1.4/2019 CUSTOMER'S NAME FHA LEAD NUMBER TYPE OF PROPERTY ROOF HEIGHT FLOOR NUMBER TOTAL#OF FLOORS LINAR:ES 903011 HOUSE 14 1 1 151 7/8 x 37 1/8 25 1/2 x 37 1/8 35 3/4 x 37 1/8 (+/-70) FL16177.1 +/-70 FL16177.1 +/-70 FL16177.1 6o O S O i OlH5 M•00714. 51 7/8 x 37 1/8 +/-60) FL16736.1 C3 Tu BED 51 7/8 x 37 1/8 ,n�-<�. +/-60)FL16736.1Go A Sy 11S 3 o Q1 517/8 x 37 1/8 [72 3/4 x 61 3/4 (+/-70) FL16177.1 +/-60 FL16736.1 Florida Building Code-:Onlne Page 1 of 2 3��65,t`;c%!:Jldt'ir%JP-= if (!i •'t 11 E 14� Ij;``,U"tltl- � 7_a1%�_� �a ��.��11A1 ; , :— f► ACIS Home; I 16g7ri I;User Registr Udn I Hot Topics. .Submij Surcharge Stats_&racLs I Publications I FBC Staff I BCIS S_A6 Map, Links.I :Searcfi'I Florida; p_'t� r Product Approval' lfn;, USER:Pubk:User Product Aooroval Menu>,Product or Aoollcatlon Search`i Aoultcatlon`Llst;>Appllcatl_on Detail ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, r•; r?t>:+',:r- 'FG it L16177 R2 NATIONAL ELECTRIC CODE, r, :Application Type Revision AND THE CITY OF ZEPHYRHILLS -' ' .Code Version, 2017 ORDINANCES Application Status Approved :Cornments; �L F'? L I.J -Archived ❑ �� ;' r• .. r°j`J(JC" 1 <o�J _Product Manufacturer Custom Window Systems Inc. c '� L.��• js,� 1 f -f _Address/P.hone/Email' 1900 SW 44th Avenue Ocala,,FL 34474 (352)368-6922 Ext245 kpine@cWs.cC Authorized Signature kevin Pine kpine@cws.cc Technical Representative Jay Lathrop .Address/Phone/Email 1900'SW-44th Ave Ocala;FL 3447.4 (352)368-6922 Ekt 291, jlathrop@cws.cc Quality.Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala,,FL 34474 (352)368=6922 Ext 221 amonteverde@cws.cc :Category Windows: :Subcategory' Single Hung Compliance Method Evaluation Report feom'a'Florida Registered Architect or a Licensed Florida Professional'Engineer ❑l.Evaluation Report-Hardcopy:Received Florida Engineer or Architect Nafrie-who.developed Lucas A..Tbrner _the'Evaluation'Report 'Florida.License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. ,,Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urich,PE" © Validation Checklist-Hardcopy.Received Certificate:of Independence 1`06177 R2'COI'EvalReoort812C:ndf' ;Referenced Standard'and Year(of,Standard) 'Standard Year .AAMA/W DMA/CSA/lU i/I:s.3/A440-08 no .ASTM.E1886-05 2005, ASTM E1996-09' 2009 PA TAS 261/202/203! 1994 Equivalenee.of Product Standards Certified:By http://www.floridabuilding.org/pr/pr_a: jtl.aspx?param=wGEVXQwtDgyy'4ngAXh10.- 12/14/2017 iF19AO'alhiildin tode'Ohlme Page lof 2 Sectionslrom-the:Code. Product!Appi-civalAeth-cid Method,T'Opti6n D: Date Submitted 09128/2017 Date Vailidated b9/2$i/2017 Date Pending FBC Apprdval 10/03/2017 Date,Approved 12/12/2017 S6664rVW'Pr6ducts. Model,Number or:Name Description on 16177.1 1SH-9100PVC Single Hung SH-'BIOQ,,-P%4C-,'S�ingl,eH.u,ng.'-Imppcf Resistant window. L'imI of Use, Ingtallation.Instiuctions Approved for use in'HVHZ:,yes FLI.6177--R2 11 11-�j. 12t--Qd Approved for use outsidd.HVHZrYes Verified By' Luc Turner58201 Iiiijuict Resistant:Yes :Crdated by1ndependentsThifd Party,.Yes� 'Design Pressure:+70/-70, Evaluation Flepofts :Other:,SH-iE31,0P:'Pyq,16pad,tip-Sill anchors required. FL16177 R2 -AE. Eva[Rer)orf8'12C.i)d I Sa-fe,ty-,gla.z.ing requireld:'Pn outer',lipe above-30'ft.in HVH,Z-;-. Crept,ed-by Independent-Third:Party:Yes, Glass complies to ASTWE1300-04, F...kl Next contact usr:.'2601 Blair Stone Road-Tallahassee FL'3239q'Phbne:850-487-1824* The State of Florida Li an AA(EEO employer.,Co6yriaht'2007-.20i 3 State or Florida.::Priviicy Sfkeriien "Accessibility Statemen :4rRjf6hd-StateMen 'under-Flo Ida law,'emall addresses are public recor6.1.you do n6t.want your,e-mill'addiess releasedIn resp6nse-1:6 a p6tificTi ecords request;do not send ;electronic.n I,to this entity.instead,contact the office by-phone.or by traditional mail.If you have anyquestlons;please contact 850.487.1395.'Pursuant to ma Section 455;275(1),Flarida.Statutesf,effectiVe Octobdf:1,2012,licensees licensed under Chapter 455,F;S;must provide'the-Department with'an'email address if !tieyhave oni.The'emalls-providediiiay'be;usedfot6fficial,communicationw!tWtfielidehsee..1-16�viiv4remail addresses,a-re public 1.If you do'not W,Ish to ,you 'supply a,pirs�dnfbddress,please pr6vidi.the Department with an email addressWhich Eaii be 6iad6'aviilibld,t6.the,p66ii6:,To If you are'a Ilce-fisee under Chapter 455j.S.,please click bg_rr_ :Product Approvial g6cepts: III Credit SC'ei,ftidl: OO, ,http,/,/ww,w.,flo---n'*dabUildin'g.org/P%r/Pr, 4PP, Ofl.ftspk?,Pai- GEVXQWtD.qvYf4hgAXh1.0'..-. -12/-14/2017 1239 Ja.bara,Ave.. VURNER North Port,FL-3428& ENGINEERING& Ph. 94i-380-1574: FBPE C.O.A.I W29779. T, ,CONSUL'HNG,,INC, .Evaluation Report,.8,12C' -AugList-25, 201.7' ,Product Description: Scries.8 1.010.PVC Single Himgj Large J' apt, 517 8"x 6.13/4"unit,size,, . -,g _ �F/-70 PSF,' no.anchors msiffl' ManufAct)uren "C.ustbm Window Systems..Inc. 1900 44 Ave,.Ocala,FL 34474 'Statement ofCoMpliance; This report evaluates.the,above-'Iisted,,product per thexequirements of'FAC Product Approval Rule Chapter.61620-3.005 (4)., This.product complies with the requirements of the 6 th Edition(2017)Florida'BulldingC6de including the High Velocity Hurricane Zone. The,product testing standards perform dare outlined.Velow.. -Technical Documentation: ripppirt,-pyepared,by Lucas A.-Turner,RE.,at 1239,JabaraAve.,,North Port,:FL, 2) ApPro.;vAli drawing-CWS-&I!C;.sigried and!sealed bylifeas A,Turner,P.E. -A): Test Report NOTLs-21 01�3 8.15= --2y and-2A,byNdtibnal Certified,16siin '1,4borai orAes,. Orlpdo,'FL,siglied,and,sealed'by Gerard-J.Ferrara,withteiting performed: TA8 2oi/262/20- `94,ASTME.1,886'-02/04/05, 1926-QI/04/06/09;and.AAM.A/WDMA/CSA�101/l.'SL.2/�"A440-08' 4) Supplemental Calculations to-support CWS-8120,signOdand sealed bytUcdsA.Turner;P.R. Inst6liati0iii Units"must lie in-stal.led�Aqoord.ingto:approval document'CW.S-8l,2C. Limitations of Use:, Thi's product:. • May be-used:inOJX configuration.in:si2ds and With Max. jlass DLO.heights,as shown.in CWS- • Is impazt°resistarft and does narequire thevse of shutters, May,beAis-ed in the High:Vblod,itV'tlfiriie,,itidZone • Rpqpires:7/811,InsP,1atijftF_Glass_consistinizof.1/8-Anneated.or-Tempered outboard fite.(Tempaed .requiredrabove30,ft'in.'HVFM' =Ai'r=-.5/16Larhihatbd,(1/8Anh-.'690PVB-..1/8Aiin)ifiboard'lite :Requires-Kurargy(Diip,,ont).,PVB-Iqterl4yqrpprMiami-DadeN..O:A.'16-ll�,1-7.02t Requires• ilaon)white rigid PVC.framing.perMiami-DadeNDA. 11-0206.W Qq4ne?;, km t I bA,.p'ev;IlUiiiod.the-iftfetials.jathese NOAs and find that they comply with,the requirements of the . - -1 - � � - I ­ ­1 find 1 _. I _ ly. Ohl& (20.t�)'F.IoridaBu'ild'ing,Cbde:'for-.u's�-e'm"ithis' 'product., Certification of-1ndependence:. I do not have,nor do I intend to acquire;hof Will I acquird;,d-findficia'l A interest in custom,Window sysipms,,or in any.,company manufacturing or distributing,products for which. tbisrepprt'is.beingissucid. I-.,do not have,.nor,doJ intend to,-acqqire,=r will I acquire,;d'financial.interest in-any cith6nditity:1hy-olved in the,testing or apgovatorbcess of this product. LucasNo ,5820 TLtrher- .,4x=' I Z 201T-08-80 tTAT E 6 F W"Z 1611+20:00 6 C? Lucas A. Turn&,P.E.. tip ]PL."Pt#58201 GENERAL NOTES: <:,aS:lNGLE HUNG - LARGE MISSILE IMPACT L THE PRODUCT'SHOWNHEREINIS DESIGN.ED AND MANUFACTURED TO=MPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT., WINDOW SYSTEMS EDITION.INCLUDING THE,HIGH,VELOCITY.HURRICANE ZONE(HVHZ)AND 1900'SW 44TH AVE._ IS RATEDFOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE-AS DEFINED OCALA,'FLORIDA.34474 IN ASTM E 1995 PER THE FBC: WWWCWS.CC 2.GLAZING OPTIONS:;(SEE SHEET2) 5311VMAX OVERALLFLANGEWIDTH,: ..:.� 81,00.PVC 3:CONFIGURATIONS,"O/X:' .SINGLE'HUNG -51 7/8°MAX:UNIT%MDTH' 4.DESIGN PRESSl1RE RATING:. :IMPACT' 47!1/16-GLASS DLO' NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND' GLASS TABLES'ASTM,E=1300 04e01Y09: A .: PO DESIGN LOA A -POSITIVE DS.BASED ON,TESTED;PRESSURE.W TER _ .. ._.. .. _.. ;INFILTRATION TEST RRESSURE'ANDGLASS TABLES W 0 ASTM E-1300=04601/09. z W W O; <k.:Z w 63. 5.ANCHORAGE:THE 33'113%STRESS INCREASE HAS NOT BEEN USED LL F W �' OVERALL I IFLANGE • :DETAILS.WINDLOAD ANCHOR CALCULATIONS.DURATION FACTOR CO3 1IN THE DESI(jN_(jF THIS PRODUCT.SEE =f.S W S USED FOR WOOD 0 z= z a-w O O' OF-OTj<2F-,w 0 F,w dF-_5 O. HEIGHT. 0; z�j:1 1=0In _ 6 OzVu)Z`O t- U. B 0: I, B GLASs6° 6;NOT R,EQU RED'OVED FOR"IMPACT.RESISTANCE. SHUTTERS-ARE O O z, DLO` < �'�a V_.O•oj. ALL FRAMES AND VENTS FULLY WELDED;SMALL JOINTSEAM SEALANT 61 3/4' I I I' !USED AT,FIXED MEETING RAILAND JAMB. E Z Lo.w 0.3 co xn MAX• p 'w t-':O; w D: }' HEIGHT B.;SERIES./.MODEL,DESIGNATION SH-8100. a F W w�w.vi D., 77 9.THE DESIGNATION X•AND 0 STAND FOR•THE FOLLOWING: ���unihry� X?OPERABLE SASH,O=FIXED SASHpt1OREW 3D3/16' I. 'I 10.SECTION CALLOUTS`APPLYTO ALL ELEVATIONS'IN ASIMILAR VP,_v�CENSF.,Qy��, ,MAX: I '26 7I8^ ;LOCATION; 201.?�: ;No 58 ' SASH � ,I� `GLASS; . HEIGHT' p DLO 11:,EXTERNAL WEEP SLOT-114"z 1'-1/4" "LOCATED 4 FROM BOTH ENDS. B - !` �9p STATE OF, .;41 -- -- - - LucasT= s 45 1/16° 20:17=09=22Z,. Glass OLD 9/22/2017 48 318' _ - --- MAX.SASH WIDTH, LUCAS A.,TURNER;�P.E. FL PE'#58201 .1239:JA15ARA AVE. NORTH.PORT,FL-34288 PH:841:3B0,15Z4, SHEET DESCRIPTION: GENERAL'NOTES AND; ELEVATIONS' TABLE.OF'CONTENTS' DRAWN BY:, DATE: 'GENERAL NOTES_B,ELEVATIONS.,..:1 DESIGN PRESSURE' BAT. O6l18/12 GLAZING DETAIL::::.: .:::..:.::}::;......{p.2 MAX.;�UNITSIZE ' . 'IMPACT RATING w�><:; REV.: SECTION VIEWS::..............................:3 RATING :., ._ ._. EXTRUSIONS'&,B:O.M.........................4' CWS-812, C' ANCHORSCHEOULEANOTES...a,.._.5 (Ij 11J/8"x61-3/4.' - +A70PSF.- LARGE`MISSILE'IMPACT SCALE: SHEET INSTALLATIO N.DETAILS....................6; A N ;1.op'Zm' 6: ZZmi 'Zmm: 9: m i 17 p X N <' m o z O, N 1 N a 41 A co r 0 --1 _ V Z D.+ G + N ti m� D D bCC" .N GC1 AC r r .D D o, m• m o F.. r N: w m fD 3. m m 0) < m O o A GY Z v m 5 c0 0N mr N 0 N (1 y m m m N A W W ; a m Z r, p���uu°rr4�r PROPRIETARY AND CONFIDENTIAL o THE.INFORMA.TION'CONTAINED.IN -Z 60' oT S N 5 m`-u fO-j m ��'y '�y z�';Y,. THIS DRAWING IS THE SOLE Z '� z o>m „ 0'o D °' a:o=' PROPERTY OF'CUSTOM WIND ON!` r n 5 rJ.'llm#� �. -Z:y 'a' W. m�M- m n0y o m z m > N =>: m '� m a�m; SYSTEMS,INC.ANY a y o $ -i =C%o,o .y F� REPRODUCTION IN PART OR AS A 0 i2 co rn m Nm V :tr: C� = D N D 0 A y y�7 y WHOLE WITHOUT THE WRITTEN, -i:C �, ' h. °oT' N A r� .m �' .yEE `` USTOM WINDOW PES SITEMS','NCCS PROHIBITED. rrrrnnuua N Z Nm N m m i �N<� �1 Z AO fn U1= N:Z O , UI-n V O D d Z.[ .m O 0 w A I O .A Lam O•• =r >-i m m� ym 0 0 Co = M Z . ' o NmO w n co) ,C)n Z<Z a m A � o A A O A i n. Z PROPRIETARY AND CONFIDENTIAL f0n. .D m cn m -U�N :n ,:��yO.......:.,Lpgy i� m. I .. n: x= •y S''._ THE INFORMATION'CONTAINED,IN .Z'pp gn O \- a iu a o D �'y: N z�%9' THIS DRAWING IS THE SOLE; p Comm r k aOo > °' 'O:o� PROP,ERTYOF CUSTOM WINDOW -gyp r'O ��_ � U m O �A o ,SYSTEMS,INC.ANY D Z �' 'r'o O o y,F, REPRODUCTION IN PART,OR'AS A (7'=`,� .. .. m r, m N to: r -a�A: O-= m o M yy? cy WHOLE WITHOUT THE WRITTEN. m .m PES SYSTEMS;INC S PROHIBITED:.WINDOW � A PARTS LIST - _ .. ." - - -' FRAMECORNER ITEM, PARM DESCRIPTION VENDOR MATERIAL 3118°---�{ CONSTRUCTION 1; H-6031:'Main Fr..SH,wtFtg..PVC,Head Mikron Vinyl II 'WINDOW,SYSTam 2 H-6031''Main Fr..SH,wiFlg:,PVC,Silt Mikron Vinyl 1 1'15Ns° /1s -:'.HE031'_.Mein Fr.,SH,w/Fig:,PVC,L.Jb. ___ Mikron- Mnyl, 2 -z a OCgLq,FLORI A 34474' 4" H6031`.Main,Fr„,SH.wtFig:.PVC;R.Jh. M(kmn Vinyl 6. WWW.CWS.CC 6 .S.1577 Impact Hook- Keymafk: Alum` 8 H-6027•Sash Meet.Rail,PVC Mikron Vinyl: 2 17/t6"' _ a/16" 81Q�PVC. 9 FI 1497• Reinf;$ash Meet.Rail Keymark Alum o I ltts° bORNER WELD .fi— 1ns•' 10'_:H 6028 Sash Bottom Rail,PVC Mikron Vinyl {ALL SIDES) SIN'GLE HUNO 12 M004 Sash Sideffop/Bot.Rail. = Mikron Vinyl 1.a 13. !S-1498 Relnf.S.B.RJS.8. PVC FRAME FLANGE 6031 PVC SASH BTM.'RNL-602a P-V6 BASH TOP RAIL-6027 IMPACT t4 S-6064, Giz.Bd..7/8". . ' Mikron Vinyl 18-,:S-6013 Scm:.Adapt.,wlNib,PVC,Hodr- Mikron Vinyl .? 19 ;S-6014 Scm.Adept.,:PVC;-Verl. Mlkron Vinyl. ttl2" 3 y W,w�Op, :¢ z w 20 "S-6029 Sash Step'/Filler,PVC,Vert. Mikron' Vinyl w Z O_Z tl:^—r- 13176" 23 H-1699 Reinforcement,SBR Keymark: Alum, 716•—tom{ :_ t L a w 24 P-2190 Balance, 83I 91t6• I ( Z 5:•2 w w p O 25 :P-3059 Sash Cam,PVC, BSI Plastid—r„--/3 U Z-90 v Z�y a 26 P-3046 Take Out Clip. BSI SS 6• t 5/6" 2 V8"• 11![i" FIXED MEETING RAIL W?' O .Z— ZHCOy, 27 P 783 Lack,tmpact,PVC Interlock SCREWED TOGETHER WITH - O Z U uj O r3 i - �1I15" OLRERFRAME� E=z O F a Y p Z 28 •PA069 Keeper,Impact,'PVC Interlock.' „Zamac 1:9 Y O G.h 30 P-3215 Weep'Co%erw/Flap. Gaer Plastic REINF.,.IMPACTHCOK=t112, �yy.veto^Z FE 0"'~tL't�pOW 9�' 32 P-3429 Wstp.;�0.27o x.187 back FlnSeat,Gtay: Uttrafab' PVc SASH SIDE RAIL-SDo4 FIXEo RAIL-ts56 _ w rn w. 0_3 in 37 .P-4638 #8 x 2-1/2 PH Mod.:Tmss;Type A;TEK 2 Fastenat Steel a. ?^o O 38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel i sia". s116^ 1 = a w w V) O t/a w IL 39, R-4051W#8 x 1.250 Ph FH TEK,Wht.-= -7 Hub City Steel 4o R42E4W x 3/4 FH PH w/#6 Head,TEK,Writ. Hub-City ,. Sleet. #8 0 _ 1417 �' `�i�rsrnrrrrrirr 44 P 3342 Seam Sealer,SM-5504 Schnee 7/e° 45 ';P-3752 Cap Plug,1/2",Mole M&M Nylon W I tld5. !!76" '47. :P-3438 Sikaflex.562 or Purfect Glaze"H" SikaiHenkel 1It6" !� PVC,SCREEN CATCH-6013 PVCFIXED.RAILCDVER-6665 'PVC SCREEN SUPPORT-6014 ,^!,• No 58203. ;may 48 -P-3352 Set.BIk.,85 Dtrr.,1t8"x 5t8"x 2"Lg. F.Lowe . Rubber PVc SASH STOP-6az5• y*: ;'* 51 P-3881 Temporary Lbl,(NFRCIDP) 52 P 3613 CWS Lbl.(logo) Pro Label M ro 3f4. 516 %9V STATE OF 53 Sash SEE SHEET2 GLASS. 1t4 3' 4" Rr1_ � 14 0"0�•pt•O R t fl'P',: 54' Fixed SEE SHEET GLASS 13 151t6° 1" s 7I9° •,�fSS.ONA10�• 66: P-3281 Spacer` Duraseal 11.t6° V 1116" J—_ irr�rrrrm�r 1 62- P-3218' Screen Frame,Hortz'.., Allmetat Alum Vie �;63 P 3218 Screen-Frame;Vert, AllmetaL Alum:'' REINF.6,S.RlS.S,R:-1498 REINF.BTM RAILAS59 RE140.1 TOP RAIL-1497 PVC GtA2(NG BEAD;6064 164 P-3321 Scmon Fmma Comer Key Allmetal Plastic ,65 P-3581 Screen Cloth,18 x 16 Fiberglass !Bettervue Fiberglass 66 P-3228 Screen Spline,.155 Ms.,Six. Dapa Vinyl y 67 Pr3 229 IScreen Pull Tab _ Summit Alum 9/22/2017 68- P-3033 Screen Spring,SS FI.Screen :SS, 70 P3113 Screw Supportfor PVC "" 7.Plastics '„Nylon. _. I,UCAS A.TURNER;P,E:, FL PE#58201. 71 H-1836 Alum.Fixed Rail. Keymark Alum �{b�.3/16•---=' - _...�� 1239JABA12AAVE,. 72 S-6003 Cover,Fixed Rail Mikron- " Vinyl b NORTH'PORT,FL•34288 73 S-1112 Relnforoement,Impact Hook' Keymark Alum PH:841480-1574: 74 P-3541 #8 x 112",Pan Head,TEK Fastenaf Steel 1n• SHEET DESCRIPTION: _ .15/16• LINE,ITEMS NOT USED: 5 ROM AND EXTRUSIONS" 3rt61� r- a°----1 5,7;11,15-17,21-22,29,31;3336 owN av: DAt ,4l 43,46,48 50.55,°5?61,59 718" ltt6° .�� }-�' ' 0. -- SGREW,SUPPORT-3173 E: IMPACT,HOOK BAT 06/18/12 S-1577 G#: REV„ dWS-812 G SCALe NOTE:ALL'EXTRUSIONS ARE'ALUMINUM 6063 T6 UNLESS-OTHERWISE NOTED.. SHEET 1t2. 4 OF 6 'WINDOW SYSTEMS. :8'MAX.(TYP.)-. __ `- _. �_---- -_1T MAX.O.C.(TYP.) 1900 SW 44TH,AVE. 6".MAX.(TYP.) - II OCALA;FLORIDA 34474 1 1 SEEN OTE 2 10112^ i 'i Moo PVC 'MAX O.0 SINGLE,HUNG cTMPa IMPACT 0 'INSTALLATION DD � Q I ,1 Z `W 11 J❑ ak r❑W' w ;ZOZ 'Kzl- ❑ Qul� 00=�m 2UTo RAIL LL rz�w g:E f 3 a4"(IYP.)JL U 0 I. U Z_ �. ❑ Z- Z 1 Z 0 z j.0 V? ~a-p20202, 101� 00�0�3�R, MAX RYP)c a -.5!D. �_�V) I I It 1 ^ 1 d H d W3u -- -- _- PNOREW`.��i 4, P. r �CENS '4'-CrYP•J NO ANCHORS REQUIRED INSILL- •No 58201' ANCHOR LAYOUT-(FLANGE) 90; STATE OF. NQTES: 1.INSTALL ONE ANCHOR AT,EACH INSTALLATION LOCATION:NO-ANCHORS'REQUIRED'IN'SILL. 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS.WHERE"SPACE GREATER THAN 1/16"IS PRESENT.;,LOAD BEARING;SHIMS SHALL BE CONSTRU,CTED_OF,HIGH DENSITY PLASTIC O"ETTER:WOOD,SHIMSARE NOTALLOWED. Z, 3:"ANQHOR TYPE,SIZE;SPACING AND EMBEDMENTSHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 9/22/2017 4:ALL•INSTALLATION'_ANCHORS MUST-BE MADE OF OR PROTECTED WITMA'CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS:IN CONTACT WITH PRESSURE TREATED.WOOD MUST LUCAS'A:TURNER,P.E._ BE PROTECTED TO PREVENT REACTION..' FL,PE#"58201_ i 1239 JABARA AVE. S.SPE INSTALLATION TABLE O SHEET 6L BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION,INSTRUCTIONS,AND ANCHORS,SHALL NOT'BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN:THE MINIMUM: NORTH PORT,FL 34288 C F PH.941.380-1574' 6:ANCHOR EMBEDMENT TO.SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO:"FOR CONCRETEJCMU,OPENINGS;,EMBEDMENT SHALL-BE BEYOND WOOD BUCKS.IF USED,INTO SUBSTRATE. SHEET DESCRIPTION: INSTALLATIONS TO SOLID CONCRETE OR-GROUT-FILLED,CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO.HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES, 7:A MINIMUM CENTERrTO-CENTER.SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"'FOR WOOD AND METAL, DRAWN BY.' DATE: -8.WOOD OR MASONRY OPENINGS,BUCKS AND:BUCK FASTENERS'SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TOJRANSFER WIND LOADS TO THE STRUCTURE. BAT' 06118112: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET;6_ CONCRETE AND MASONRY.SUBSTRATES MAY NOT BE CRACKED. DWG P. REV.: _.. ... _ CWS-812_ C.,ASEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET FMA/AAMA 100(FIN WINDOWS);FMA/AAMA 200(FLANGE WINDOWS),.FMANVDMA 250(BOX WINDOWS),,FMA/AAMANVDMA 300(IXTERIOR DOORS) 1:15 5.OF'6' VP16AL HEAD ANCHORAGE' MIN.EMBEDMENT'. "- SEE TABLE 1! SUBSTRATE _WINDOW SYSTEMS MIN.EDGEDIST. BY OTHERS, 19005W44THAVE:_., SEE TABLE 1 1/4°MAX:SHIM SEE TABLE 1 { OCALA,FLORIDA'34474 SUBSTRATE BY OTHERS.. • , - - - -_ - ,. . WWWCWSCC SEE TABLEI MIN.EMBEDMENT PERIMETER SEALANT - SEE TABLE 1 MIN.EDGE DIST. i BY NSTALLER SEE TABLE 1 8100 PUC INSIDEAND,OUT SINGLE HUNG SEALANT BEHIND C� SEE TABLE INSTALLATION ANCHOR ,IMPACT' FLANGE BY INSTALLER 1/4"MAX.SHIM - I Q Z :�; ¢-Z 3 cnwoo , 13 W ZOZ' 0-'-9P ❑ �N O,D=gym PERIMETER SEALANT L F w It-�:m_ BY INSTALLER. Z Z� W w O O INSTALLATION ANCHOR INSIDE AND OUT .0 U -Z d�l d SEETABLE 1 SEAL4NTSEHIND__ ❑ Z C7❑—Z FLANGE BY INSTALLER Q O Z U ff1 Z 0 V-U Y FLLD�.IOSOZ CONTINUOUS DOUBLE 3A8'BEADS OF koRiioND 6 TYPICALrJAMB ANCHORAGE Q >-❑ 22 PERIMETERS AT ALL PO600 SEALANT IINTS N_w O-j D rn ;BETWEEN FRAME AND,BUOK BY INSTALLER. p w�O a x It w w� 114"MAX-'SHIM' 0_, 0- a- 0.: ,SEALANT BEHIND FLANGE BY INSTALLER,; `,,,%%gOREW ll:,,� p, 6ENS''G'Q��ii PERIMETER SEALANT MIN.EMBEDMENT �-3-•- ~ 1 ..* No 58201 :11C 'IN INSTALLER' SEE TABLE 1 L*t * t ' TNSIDEAND.OUT STATE OF .W SUBSTRATE BY OTHERS SEETABLEI -MIN:EDGE DIST, - �— SEE TABLE 1 ONA A 'VERTICAL SECTION A 6. :•TYPICAL SILL ANCHORAGE 9/2212017' TABLE 1:APPROVED INSTALLATION FASTENERS - LUCAS A.TURNER,P:E. SUBSTRATE TYPE ANCHORTYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PEW 562Q1 CONCRETE(2.0 KSI MIN. 3116"ITW TAPCON 1-112' 1-118" PERIMETER SEALANT'. 1 NO39iRTH PORJABT,PAVE. BY INSTALLER_, NORTH PORT,FL 34288 INSIDE AND OUT GROUT-FILLED CMU(117 P.CF MIN.) 3/16••.ITW TAPCON, 1" HORIZONTAL SECTION PH.941�80-1574 CO 6 BOX FRAME INSTALLATION_ SHEET DESCRIPTION: GROUT-FILLED CMU(ASTM C-9D) 3116"ELCO ULTRACON 1-114" 2-1/2' HEAD AND SILL SIMILAR FOR BOX INSTALLATION 3/16"TTW TAPCON INSTALLATION DETAILS 2XMIN.SOUTHERN PINE(G=0.55) �1-318' ,7/8' _ OR ELCO ULTRACON FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE 2XMIN,SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1 3/8" Ile' UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN,8,; DATE: 16-GAUGE(0.060")MIN.`STEEL STUD, #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD BAT 06/18/12 " (33 KSI YIELD MIN). TEKS'SELF DRILLING SCREW' THRU 0.060° 7/16' -MIN.114"FILLET OF CONSTRUCTION GRADE ADHESNE CAULK I$APPLIED` Gu:; REV.:. INSIDE AND OUT,FULL PERIMETER,BY,INSTALLERi' CWS-812: C. 1/8°.ALUM.(6083-75 MIN.)OR 910 GRADE 5 SELF-TAPPING! FULL THREAD '7/16' -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS 1/8"-STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125' SHOWN FOR FLANGE WINDOWS. SCALe SHEET 1:2 6 OF fi Florida:Building,Code-Onlihe. Page 1 of2, lag7:i�:ur��r:�ts;u�t,•i /Y1�' WN 'BCIS.Mome, I tog In I,User Registration I' 'Hot7opics I 'Submk!`urcharge I Stats&Facts I. Publications I FBC Staff I BCIS Site Mapt I 'Links-I Search,Ir Flori-d da _ ! P,a Product Approval i USERVIRublic User ,ProductAoorovaGMenu>Product or ADWI dtion Search>-Aoolication Lisb>Application Detail i — �'X'?�1:.;_"1='icF FCC FL16736-It2: ,Application Type, igqvjsion Code Version 201T 'Application:Status Approved Comments .Archived ❑ Product,Manufacturer Custom Window Systems Inc.- Address/Phone/Email 190o-SW 44th,Avenue Ocala,FL 34474 (352)'368-6922 Ext245_ Rpine@cws.cc AUthbrized Signature Kevin Pine kpine@tws.cc Technica'I.Representative ]ay Lathrop -Address/Phone/Email; 1000 SW-44th Ave- bcala;.FL 34474 (352):368-6922' Ext291 jlathrop@cws.cc ;Quality Assurance Representative Arturo INonteverde 'Address/Phone/Email' 1900 SW 44tH Ave Ocala,FL 34474 (352)'368-6922; Ext 221 amonieverde@cws.cc- .Category Windows: 'Subcategory Horizontal'Slider ;Compliance Method Evaluation Report from a,Florida Registered Architect:or'a Llcensed Florida ProfesslonaiMrigineer ❑ _Evaluation Report-Hardcopy Received' ;Florida Engineer orArchitect Name wh'oAeyeloped. Lucas A.'Turner the Evaluation Report Florida License PE-58201 .Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated.By Steven M:Urich,,PE R�Validation,Checklist-Hardcopy Received Certificate of Independence. FL16736 R2 COT-EvalReoort87itodC Referenced Standard and Year(of Standard) -Standard. Year AAMA/WDMA/CSA/_101/I:S.2/A440=08 2008 ASTM E1886-05' 2005 ASTM E1996-09: 2009 PA/TAS.201/202/203. 1994 Equivalence of Product Standards Certified By http:%/www.f'oridabuildiiig:org%pr/pr_app_dtl.aspx?,param=wGEVXQwfDqu8obl%o2fIZm... 12/14/201.7 F I Wi,Oa-Bu fl I di"ng:Qode�On.I.ine; Page 1:0f2 Sectio ns from the Code, Piodud Appr&al Method: 'Mdthod 1-Option D. Date Submitted 09j28/2017 Date Validated Date Pending FBC ApproVat. 10/03/2017 Dpte'Approve.d 12/12/2017 Surriffiary-of-Pr6ducti Model,-Number,or Name Descii pHon 16736.f H5-,$200.p-yq,Hprizontial:81!der H!342opPVC Horizontal Slider,jrv�FACT'74"'x 63",XO or Limits:of Use Installation Instructions. Approved,for use in HVHZ�,Yes: r-T!116736-R2 1U-'CW§-'A71'C.pd Aiipirbiheid1br use outside HVHZ:Yes Verified By Lucas A:Tuirner,58201. :Impact Resistamfi Y6§� CirrdaIdd N_Independent Third Party:Yds Design Pressure:4-60/-60 Evaluation Reports 63",'.DO tk-60'psf,-Outer lite"ift FL1673'6,`R2',AE-EvaKeporfMC.odf td;-must be,safety'g lazed When used'above aOi ft.1n HVHZ. Created by Independent,Third Party:`Yes, Glass compliesto ASTM E1300.04.- 16736J zo tal,Sider 4204 0 -63",�X X. n Vq Horizontal;Slider,IMF.�(J,�Iii"x 0'' Li Installation Instructions ml. . ' -.Approved for use in HVHZ:Yes! ki6736 U'll CWS-86k.,nd Apprdve�ior use outsideAVHM"Yes `Verified By:Lucas A.-Turner''58201 Impact Resistant:Yes 'Created by Independent-Third I Party:Yes Desigyi Pirdsgur&.+60/-60, Elisluatiblh Reports: 'Other:'Large R Missile,111"x 15r,.-D +j=60psf.Outer lite IFL16736 R2 AE Ev6lF�e6ort869'C.bdf In must,be safe z ty glazed when.used above 30,ft.in Cre t P e0y 1P4ePqq4q4 Third Party:Ye HVHZ-.Glass,cornplles-to ASTM E1300=04. Back Next Contact V ::'2601 Blair Stone Road.Tallahassee FL 32399 Ohone:656-467-16_24 The State 6fFlorida is an.,AAMMenioloyei.Comright 2007-2013-State of Florida.,:.Privacy Staternefi :;:Accessibiliw Statement Refund Statement' under.Floada-law,-email I I add I resses arepublic,recards.'If you do,n6k want your,e-mall address released in response'16 a pubk-reior&request,ido not send electroniCrMall to' this entity..Instead;contact the'office'byphone or by-traditiOnalrm6il.If you have,any questions,'please contact 850.487.1395.-Pursuant to Section 455.275(l);Florida Statutes,effective October 1,2022,;Iicensees licensed under =Chaphar455,'F.§. ust provide the'Department with an email address if they have one,'The imalis provided may be used forrofftlal:Com"munlcatlon With the licensee.However emalladdresses are public'record..It you do not wish to :supiilya,'peiional Sddrisi,'Pleaiipiovidi.the Depiainint,;vith an imill'addresi whiah'&n^be made available td'the pbblk­Td detdrmine,if you are a licensee under Chapter apter 455,F.S.:pletisj dick hj[CL._' Pro'duct"Appeoval'Acceipts: cUpPilf.Q.6r,0. httP ng :��p X'9 araffi��WGEVXQWtDq118 10/_62ffZrh 1-2/14/2 17://W.WWJ16fiddb1fi1dfi - org/pr/pr 4ppjtf.ft�p 'P ob or 1`239.,Mara,AW T T v R Xbfth`it L 34288: ETINGINEERING.& Pl:.`941-=380-1574° CONS 7I TING;:INC: TBPE.C:O, #29779 Evaluation Report 871C :August29 ;20;IT Product'.D�escription: LScries 8200"PVC.Horizontal Slider--Window;-Large IVSiss le;I act;(HVHZ),,,-XQ or QX'74"x63"`unit size with,:de4ign,pressures'of+/-60 psf.'(Fin or Flange window); IVlanufactnrere :Cusfom Window Systems;lfi . .:190.0-'SW 40---Ave,Ocala;FL 34474 Stafetneiit,,ofc'.o Hance: This report evaluates the'above=lisied.,piodupi per the requuemerits;of-FAC P'roductApproval!Rule;Chapter 61:G20=3A05'(4). This!.product-complies wiihi'hexequirements;ofthe-0- Edition(20,1?)Florida Building Code including the high velocity,"_Hurricane Zone. =The producttesting; standards,performed are.outlinedbelow: Technical Docamentation ! " 1) This report,.prepared by Lucas°A.Tu-m-er;P.'18 at_1=239-:Janata Ave:;North.Port L 2): Approval drawing CWS-871:C;signed and,sealed-by-,L"ucas A.Turner,P.E. 3);; Test Reports NCTL-210=3887-1;=aA',;-2,_and- 2A,=by,,National Cerfifed;Testing=Lalioratories,, Orlando,FL,-signed-and-§daledUy,Gerard 7.,b errara a�nth testing performed USF 201;.202,203 `.9.4;ASTM El 886"02/04/05;ASTM E.1996"04106109;aridAANL /WDMA/CSA. TO.1R S2714:40:`08 4). Supplemental:Calculatoris tosupport'.CWS;`871C signed and sealed-by Lucas,A.Turner;P:E: Im-l(4466m., ibriits;must be installed;accordirig,to;approval;document:CWS=87�1C:. I.iiliitations•of Use: This product: Ivlay b izsaidaylghopngs nW8e:used joi S- 7,1C; .-, ;A-diieyes,'designpressures;of+/-60psf h'Large MisM cl Jmpact resist anf;and°does not;require the use ofshutter"s •` M4y:be;use4in;the.High Velocity HurricaneZone. Requires:Kuraray(Dupont)PVB Interlayer por Miami=Dade N.G.A. 1,644 7.02t _. - 0., :Requires-Quane: (1VIikron)white rigid', framing per Miami Mfde:N.O.A..17'0206 10t I have:evaluated,the iriaterials;in these NOAs arid.fuid.that they comply:witti,.the:requiretnenis of tl ei 'E& (2017:)Florida-Building-;Code fmuse.iwtlus product: Certification:of:Independerice: :I�do not�`have;.rior do.I infend-to:acquire,.norwill I;acguire;:afiriancial. Ynterest,in:Gusfom:Wandow:Sysfems or.xn any cornpainy manufacturing or`distributing products for.which: this report is,liemg,issued. :I do:not have,nor.do I intend to acquire;nor will I acquire,,a fmariciaT uiterest' ri!any other entity involvgdin:the testing"or approvai.process'of this product.. f i�uaiir{r 1� RE 4 ,N A : r 4 b" G4.1Lucas = N-0.. 5s2S.1. 201.7-0W'30: s.=. STATIE, "wtu` ;8729120:17; Lucas A:Turrier;PE: 'FL PE##58ZGI- GENERAGNOTES: - HORIZONTAL,8LIDER- LARGE MISSILE IMP :iAkif PRODUCT'sHbWN,HEREINISDESIGNEO AND MANUFACTURED • TO COMPLY,WITH THE FLORIDA BUILDINGCODE'(FBC),CURRENT 'WINDOW SYSTEMS EDrr10N.INCLUDING`THE HIGH VELOCITY HURRICANE ZONE'(HVHZ)AND '1900 SW 44TH AVE:: IS RATED.FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FL'ORIDA 34474 IN ASTM E 1996 PER THE FSC. W W W.CWS.CC - A �` ` -- -- 26GLAZING;OPTIONB:'(SEE_SHEET2) 3,CONF.IGURATIONS;"OX'';"XO". 74"MAX:UNIT WIDTH; HORZ.SLIDER' 33^GLASS DLQ �4:DESIGN PRESSURE RATING; :IMPACT -NEGATIVE DESIGN LOADS BASED ON,TESTED PRE$SUREAND A __ GLASS-TABLES ASTM E4300.04601109i -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER' INFILTRATION TEST PRESSURE AND GLASS TABLES' 2 In w O o z; w�a' ¢k Z w w ZOZ'. K=-I- I 5;ANOHORAGEt THE 3311A STRESS'INCREABE'HAS NOT.BEEN USED O a W'S. 3 I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR, z M `'64 114" C O O DETAILS.WIIJDLOAD'DURATION FACTOR Cd=j.6 WAS USED FOR WOOD Z EL E ;w a :FLANGE B B ANCHOR CALCULATIONS. o ,z y u3 I. Z OOi -O U- ;HEIGHT O z U vJ Z . L' �6.PRODUCT APPROVED FOR IMPACT'RESISTANCE. SHUTTERS ARE NOT ¢ E - g O¢-U REQUIRED:THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT O r z?; I I UNLATCHED DURING NORMAL OPERATION OFTHIS:PRODUCT,BUT 63^ I I I MUST BE ENGAGED.PRIOR TO EXPOSURE TO HURRICANE.WINDS AND w 0 W,rn p w u)w MAX. FLYING DEBRIS,, a z=D.w JO- � I w 59 6 9:ALL ULLYNELDED:;SMALL;JOINT:SEAM SEALANT a .a. w A HEIGHT .O SASH USEDAT FIXED MEETING RAIL AND,HEADISIL. I i 1 HEIGHT ;8;SERIES/MODEL DESI6NATION.HS,8200:. N% go RE 9:.THE DESIGNATION RAND O 58"13/16" I 'I B STAND;FOR THE FOLLOWING:' J G X=OPERABLESASHO=F FIXED'SASH ;•'� 6 "•Lto!= -No, 582131 :11 5 DLO' C 10,SECTION CALLOUTS APPLY TO ALL ELEVATIONS:IN A-SIMILAR Il�1�I I p LOCATION. '9 STATE OF, .W+ 11.EXTERNAL WEEP SLOT=1/4"x9"LOCATED 4"FROM BOTH ENDS:, �:O"PF'�ZOR;prr��'*•, 'G ��''�SS1oNa� a�. C 5 A 33'GLAS6DLO .LuCaSTume x_ - .3S 5HS"MAX:SASH WIDTH.. r 2.017-09-22. 9/22/2017 S A:13:58-04iW LUCA FL.P#S820R,'l.* 1239.JABARA'AVE. NORTH PORT;FL'34288 PH.941=880-1574 SHSET DESCRIPTION: GENERAL NOTES AN_D_, ELEVATIONS TABLE OF CONTENTS DRAWS DATE -- - -- - -- - - - - - ADE 10/10/13 SENERAL'VIEWS, &ELEVATIONETAILS-.:1 MAX. UNIT SIZE DESIGN P,R SURE RATING IMPACT RATING OWGp: REV; SECTION VIEWS,&�.GLAZING.DETAILS....2 _ EXTRUSIONS&B.O.M...............................3 ][�"z 63" _ +/-'60 PS. LARGE MISSILE IMPACT cwS-871 C. ANCHOR SCHEDULE&NOTES'.......:.....:.:4 SCALE ,SHEET INSTALLATION DETAILS',................:.:...:x.5 1 15 1 OF& 0 ch o a Z: D O- D m Zm ._ Di 1 m00 •n z d ;a D m m 0 �f Ns� x ate= 00 ��x 7 1: �o�^ .Z �z -z __ __ __ POD, 0-ii. .fA. - �' gar rm o wo r0 d �. �rO ZO of yr., , m' A Z.'Q . >9°Do =Z MA O. m �T'T p;0Av MOO Omz_ NZ W. V n�a m ml D o m '+r y T0 � t- m 00 VDp -!Z D, Pm: D n mZ O CA Z. mW , o F m co 0 ? 1 m , v. W 5. m lJ A p. z r ,,gyp►u ' r�Hpb PROPRIETARY AND CONFIDENTIAL 1 ! g —� D:z m o.�. � M. m m,••. m cn `.0; s, THE INFORMATION CONTAINED IN pp O _z c fl.D y:`�N' z.!:,y'' THIS DRAWING IS THE SOLE '[j�.N' l.o$.� zz �QDffl 'y O /.z� �V,�. N (� .`0= y O. PROPERTYOFCUSTOMWINDOW -z - o` 't75 z m5D?t , C :Z:a -� rt.. .u,� m;�� •...p 0 SYSTEMS,INC•ANY D m .a Om .. rnjZ N' sr..:; m m 2;m� D F_ D ro <.'o.:m N m o s r;v O y ,F? REPRODUCTION IN PART OR AS A (� 1 O= Dy m�+<'�� %�y'?" �=�: WHOLE WITl10UTTHE WRITTEN T m n Z A N m 4�Oi•., PERMISSION OF CUSTOM WINDOW m A �n 'w O mm in ............g?��. SYSTEMS,:INC,IS PROHIBITED: �1 �, L i PARTS LIST -- ... _ _ 31l8' .1 CORNER CONSTRUCTION: - ITEM ,P,ART# DESCRIPTION, VENDOR'. MATERIAL 31/a"=� �� ® � f 1 H-1497 Reinf.-Sash Meet.Rall; Keymark Alum;l` 1112 WINDOW SYSTEMS 2 'H-1699' ReInLS:B.R/S;S.R; Keymark Alum' a S 3- ISODSW44THAVE. ,3- H-1836 'Meet.-Rail,Fxd..; Keymark Alum, OCALA,FLORIDA 34474 4. H-6052 •Sash To)Bot:Rail -Mikron PVC 1(16' WWW.CWS.CC 211/.16"' 16" 2,1l6" 1%i6" '5 Fin:,P.VC Mikron PVC p 3 �FI�6048 Maln,Fr.,;SH,w/ i 6, H-6050 Sash Meet.Rall,PVC Mikron PVC CALL SROES)� H2OO:PVC, ,7' H-6051, 'Sash SIde.Rall,,FVC' Mikron PVC �- 1° ' : 1:8 HORZ.SLIDER A; H-6049;Main Fr.,SH,w/Fig.,PVC . _ i Mikron PVC PVC FRAME FLANGE-6049: FIXED RAILr 1836: -,-_ 'IMPACT ;9' P3029 Screen Pull Tab- _ _,_ Summit - _--__- - PVC,FRAME FIN-6048 -- 10_ P 3033',Screen:Spring,SS " ' Hurley -23! 1,15176°� 13I16^%{ 16" 9/16" 6 _ Z '-11 IP-3113 Screw Su rt,'PVC Team':Plastic Rubber 6 z w w o CO w ro PFo ¢kZw 12 P 321E Screen'Frame Allmetal RollForm 4 40 o zz 0 z; o 3 m' 13- ;P-3228 Screen Spline;:155 Dla.,Blk. Dapa 1 5I6" 1:5If0" 1',5h9^ 1.5/16^ ;Z Z w�'¢H, x 14 P d754 'Screen Fmme Comer Key, Allmeta r Nylan 1116" I .1/16" I q 1116" 1116" FIXED MEETING RAIL •0 O' 0 rj O� !l11-- LLL SCREWED TOGETHER WITH V V N~Z D =d 15 P3342 Seam Sealer,SM 55D4, Schnee, Silicone _. z 0 N-z '16 85Dur:;_1/8^xSWx2"Lg, FrankLowe Rubber PVC SASH pVCSASHS_IDERAIL-6b5_t 'PVCSASHTOPIBTMRAIG6052 'PVCFIXED.RAILCOVER-6063 0 1:8 E �` z0U)z L) P 3352 'Set;Blk.,_ w 0 0 LL z• '17 P-3429:Wstp.,0.270 x.187 back FinSeal;Gri, UltrafW §-:0�F c p- 18 P-3539 '.#8 x 3/4'.Square.TEK'2 Zinc Fastenal Steel. 518^ 3/4' ¢ m'n >> o OOo=.r/10 DlwW 19 P-0730 •#8.z 1/2''Tmss PH TEK 2 Zinc Fastenal Steel 3115" w; P 9 Nylon 1., 1 15116" a D; M O m '20- •P-3752_ Ca_Plug.112"-H616 M&M _ � 1l16" 0 w P-3783or O, L 1-/16" �, a• z aN 21 0,S250 Spring Lock,_Irnpact;PVC IOted6Ck SASH MTG:RAILT1497 SASH REINF:=1699 I It �22._ :P-4779: RollerTandem 2 - .-. M&M Nylon 1- 5: � ��Pf10REWr�'11, 23 P�3051 ;#8x__11/4PhFHTEK,Wht. Fastenal Steel, 3 --�{314"r 7/167 19l4' `.`�5,� EHS�G&_- 24 P4069 !Keeper,Impact;PVC Interlock 7!6" "Ind, 3l16 --I I 34 rio- 58201, s p ZS P4479 Weep Colerwl Flap M&M ;Nylon L' _ 3©" p * 26 P-4638 #8 x 2112 Ph Truss SMS :Ajax Steel PLAN VIEW-19s9 HEAD IMPACT HOCK-1999 r tlt6 27' Pd4958 ,Rotary Lock _- ;Suliivam_ _ Zino SAXA.S.R.w,14bd, ROLLER TRACK-1776 %13 STATE OF' :btu= 28- _P-4952 'Keeper,Rotary Lock' ;Sullh an, mn6_, vie. �'��FS' R{O r N2�� :29 P-4959 .Wstp.,0.420'X.187 back Fio ieal,'G Ultrafab; 0,. _ _ 1/44 i-7/6'� ���:iSIONA't����R ,30 P-4633 Barrel Fastener ,; Fastenal Steep 41' 1- 31 � 7/B" ;31_ -S-1112 Reiriford6ment;Head', Keymark; Alum' - S" I --�5/8"�-= L 9/1J— 1116" PVC,GLAZESEAp-60 GLAZEBEAD=11.12 3Z S-149B. Re1nL,S.8.R./&S.R; Kdymark, Alum �6/g• 64 y 34., S-1776.' Roller Track" Keymark Alum f r35; S-1999, Frame Hook;Head,dmpact Keymaik. Alum' PLANVIEW-2000 PANEL IMPACT CATCH=20b0: 112, 11lB"-{ 3!9". ..15/16"y,t 9/22/2017 36- 8.2000� Panel Catch;Head,,Impact Keymark. _Alum,:, I II 3 LUCAS A TURNER,P:-E. 37 S-6005. Anti Lift Mikron PVC. 3I16 ~� FL.PE#'58261... 36 S 6013 Scm.Adapt,'w/Nib,PVC, Mikron PVC _ 11' PVCANTI-LIFi,,6005 12WJABARAAVE. 't- PVCSCREEN CATCH , 39 S-6014 Scm,Adapt.,PVC•. Mikmn PVC I SCREW SUPPORY31113 NORTH PORT,FL 34288 PH.1941 380=1574, 40 M063 Flxed,Rail Cofer, Mlkron PVC: SHEET DESCRIPTION:. W- 41 S 6064; Glazing Bead', Mikmn PVC` 5116" Ali, ..GLASS ISEE SHEET 2 CARDINAL, , GLASS I 39 BOMANDEXTRUSIONS, 43; Pudect,Glaze"H",SIkaFlex-552 Henkel FSIka Silicone o T 1116" PV6SCREENSUP,PORT-6014 DRAWN BY: DATA::- ADE 10/10/13 D_WO#: REV.: CM-871 C LINE-ITEMS NOT:USED: -- - - - - - - _. s 331 NOTE;ACL,FXfRUSIONS'ARE'ALUMINUM 6063-`i6 11NLESS OTHERWISE NOTED.; °NL� SHEET 1.2, 30F 5 I 121l2'MAX.O,C,(TYPJ; - �- 19DO,SW44THAVE. _ - 3 (TYPJ _ . .. 4"MAX-.(1YPd. - B•MAX:'O.C.(fYP.). OCALA,FLORIDA 34474 (T.Y?•) - ;SEE NOTE 2 -- - ;SEE NOTE 2, WW W.CWS.CC 3•(TYP.) .6•.MAX.(iYP.). _ I'"- ' 4'MAX:(fYP.j_ i _ INSTALLATION :H,2OO,PVC ' i I ANCHOR(TYP.) I I I INSTALLATION HORZ.SLIDER 6• ' I ' ANCHOR(TYP.) IMPACT MAX O.C. z '3 ¢z� Ow0 �o •1MAX;o.c.: I I I I I I zo Z 02 �P•) I .O 1 X I I O I X I O P to O z 2¢ woo Z o Oho d� o�=zz o�� O vi FQ?lj• 2,-=,:0 W�Z Z c�s'SF- -. 00LL �u}i OW(fO - -- -- -- - DCL a ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN)' -- - - - - `� 5-•pE G SJVP••�'� NSF•.;py�.� v: No.58201fr- •: t 40: STATE '�y�sSrON 1,AllE�.•`� NOTES: A.INSTALL ONE ANCHOR AT'EACH'INSTALLATION;LOCATION.SILL'ANCHOR SPACING'SAME AS HEAD: '2.SHIM AS REQ AT EACH INSTALLATION.ANCHOR,USING LOAD"SEARING SHIMS:MAX:ALLOWABLE$HINI.STACK TO BE 1W.USESHIMS WHERE SPACE GREATER THAN 11,16"IS PRESENT. LOAD BEARING SHIMS SHALL BE y CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. ` '3.ANCHOR TYPE,.SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED.IN THESE.DRAWINGS,SEE TABLE,1',SHEET 5: 9/22/2017 LUC_AS A.TURNER,P.E: 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A'CORROSION RESISTANT MATERIAL OR COATING.-DISSIMILAR METALS'OR MATERIALS IN CONTACT WITIi.FRESSURE TREATED WOOD MUST FL PE#'58201 BE PROTECTED TO PREVENT REACTION., 1239 JABARA AVE. Z.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS.SHALL.NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,-SHEET S. PH.941-380-1574 SHEET DESCRIPTION: 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL,DRESSING OR STUCCO.:FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS„IF USED;INTO SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO SOLID;CONCRETE OR GROUT-FILLED CMU.MAY INCLUDE BUT DO NOT REQURE'1X WOOD BUCKS'BEIWEEN THE PRODUCT AND SUBSTRATE. NOTES INSTALLATIONS TO HOLLOW CMU REQUIRE OF 1X BUCKS BETWEERTHE'PRODUCTAND SUBSTRATE: ..... ....... _... AND METAL. -... DRAWN BY: i DATE: 7.A.MINIMUM CENTER TO-CENTER SPACING SHALL BE MAINTAINED.BETWEEN ALL:FASTENERS:3."FOR MASONRY;1"FOR WOOD AND:METAL. "R"' ADE 10/10/13 8.WOOD;OR MASONRY OPENINGS;BUCKS AND BUCK FASTENERS SHALL'BEPROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLEOTO TRANSFER,WINDLOADS TO THE STRUCTURE, DWG n: REV.: SUBSTRATES SHALL MEET.THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI,SHEET 5. CONCRETE AND MASONRY.SUBSTRATES MAY NOT BE CRACKED. CWS-871 C 9..SEAI:ING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF.THE REFERENCE,DOCUMEN SCALE;. SHEET' FLWAAMA 100(FIN WINDOWS),FMA/AAMA200(FLANGE WINDOWS), FMA/WDMA250(BOX WINDOWS),FMA/AAMAANDMA 300(EXTERIOR DOORS). 1:20, 4 OF 5 e a WIN.EMBEDMENT TYPICALH„EADANCHORAGE, ;SEETABLEI -:-SUSSTRATE ' BYOTHERS. WINDOWYST SEMS? "MIN.EDGE DIST._ i/4"MAX SHIM SEE TABLE I MIN.'EDGEDIST. SUBSTRATE SEE TABLE 1 SEE TABLET BY OTA HERS 1900 SW 49TH AVE, - 1!4'MAX6HIM ; SEETBLEI. 'OCALA,'FIARIDA34474. 'SUBSTRATE BY OTHERS + WWW.CWS.CC ` SEE TABLE 1, - - MI�DIST. :MIN.-EMBEDMENT SEE TAB LEI, PERIMETER SEALANT - _ `SEE TABLE I - BZOO'PVC- BY INSTALLER- - INSTALLATION ANCHOR :INSIDE AND Ol1T -,- - SEETABLEI! _ ' HORZ..SLIDER_ ..:._ - , - .. M SEE o sl s TABLE IMPACT SEALANTBEHIND�._-- � { FLANGE BY INSTALLER - 1(4 MAX:-SHIM a _ t:k '- a "P,ERIMETER.SEALANT Z 'W.�p .Q O W' PERIMETER SEALANT BY INSTALLER 111, Z O Z '�_Z IDE 0 It INSAND OUT 3 m' BYINSTALLER u- yz :INSIDE AND 00T S STALLA ION ANCHOR OZ ;O'�O Q K W 0 O; INSTALLATION ANCHOR FLANGE BY INSTALLER "'- it SEALANT BEHIND 0 'O—y Z a m SEETABLE,1 - -___ - O 2-- —zF-Ofn B HORIZONTAL SECTION / c HORIZONTALSE6TION FIN BY INSTALLER' Q O Z LL M O O LLLL V 5 -.TYPICAL JAMB,ANCHORAGE' S 'TYPICAL FIN ANCHORAGE .; INS '.HEAD AND SILL SIMILAR FOR FIN INSTALLATION, < K y,j, O cd , :OLL�W��W VIlu 0 ''W'~K ,w�wv/' 1/4"MAX.SHIM IL 1-. a ,rY,- o. 'SEALANT BEHIND ,F.LANOE BY INSTALLER; C__j ci�i Np PERIMETER SEALANT _ MIN:EMBEDMENT. No. 58201 •''/•' IN INSTALLER. SEE TABLE 1 *. * .* INSIDE ANO OLIT 9 STATE.OF SUBSTRATE BYOTHERS - MIN.EDGE DIST. p•�0 SEE TABLE 1 SEETABLE,f ��!iS1�NA„ a���� _VERTICALSECTION 5 TYPICALSILLANCHORAGE -TABLE 1:'APPROVED INSTALLATION FASTENERS 9/22/2017 FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN:-EMBEDMENT MIN.EDGE DIST. LUCASA:'TURNER;P.E;, -_. FL FLANGE CONC 1-112" 1=1/8" PE#58201 PERIMETER SEALANT - 1239 JABARA AVE:. NGE HOLLOW OR GROUT-FILLED CMU(117 PCF;MIN.) 3/16"RW TAPCON 1" BY INSTALLER NORTH PORT,FL 34286 FLANGE GROUT-FILLED CMU(ASTM C 90) 3/16 ELCO.ULTRACON' A-114 2.1/2 INSIDE AND O 5, BOXIF.RAME INSTALLATION PH.941-380;-15T4.' FLANGE 1 T F HEAD AND, OX INSTALLATION SILL SIMILAR FOR s EET DESCRIPTION: 3/16 fiW FLANGE 2X.MIN.SOUTHERN'PINE(G=0:55) TA,PCON OR ELCO ULTRAOON 1 3/8 7/8" INSTALLATION DETAILS FLANGE . 2X MIN.SOUTHERN PINE-(G=0.55) 910 WOOD,SCREW,- 1.3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR-FULLYREMOVICG THE E FLANGE,,,,-, . oRAwN av: oarE 16 GAUGE(0.051Y MIN:,STEEL STUD 910-16 HIL71 KWIK-FLEXOR ITW FULL THREAD UP TO AND. A'BOX-FRAME APPLICATION IS A CE TABLE PROVIDED;j - FLANGE; ) - ;7l18 - ADE: _ 10/1.0/13,_ (ii,KSI YIELD MIN); TEKS'SELF=DRILLING SCREW THRU.0.060" 'MIN."IM"FILLET OF.CONSTRUCTION-GRADE ADHESIVE CAULK IS.APP.L-IED -MGM -� REV I:�--- - 1187 ALUM.(6D63-T5 MIN.)OR #10 GRADE 5 SELF.-TAPPING/ F,ULL,THREAD INSIDE AND OUT,FULL PERIMETER;BY INSTALLER.- FLANGEf ilB'SSTEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" ,7/16 CW6=871. C. PRODUCT-ANCHORAGE IS'IN ACCORDANCE WITHREQUIREMENTS A5 FIN_.. 2X MIN.,SOUTHERN PINE(G=0;55) _ : #8 WOOD SCREW _ - 1-1/2" 1/2" SHOWN_ FOR FLANGE WINDOWS-, SCALE: .SHEET - - - 1:2` 4:0F.5