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Home My WebLink About18-19578 CITY OF ZEPHYRHILLS _ 5335-8TH STREET (813)780-0020 19578 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION. Permit Number: 19578 Address: 38652 PIEDMONT AVE Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section: Square Feet: Subdivision: ALPHA VILLAGE Est. Value: Parcel Number: 35-25-21-0050-00000-0810 Improv. Cost: 16,189.00 OWNER INFORMATION Date Issued: 4/27/2018 Name: MURPHY CHARLENE Total Fees: 187.50 Address: 38652 PIEDMONT AVE Amount Paid: 187.50 ZEPHYRHILLS, FL. 33542 Date Paid: 4/27/2018 Phone: 813-479-7732 Work Desc: REPLACE 7 WINDOWS & 1 DOOR S/S CONTRACTORS APPLICATION FEES FLORIDA HOME IMPROVEMENT ASSOC BUILDING FEE 187.50. 4 J� 4 Ins ections Re uired FOOTER 2ND ROUGH PLUMB MSC 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. C TRACTORS NATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD'FROM WEATHER mcm vpmftrTKw4wwzjjqrld uo A owwo AW WN4AVaim ( mAu-d OJ1l mpawn moms W-09 vvAgw y QUM&4zpo:gnA MDwa$mmlpappaaWAr:au=agPMAm(MUMMam*humvpmadmpmmglo7s:pmgpow w (003Ltm�«P�1� 'Ps+M�U1W��aeo;1lo�NaNs'Ofl9L41�A Pw;mm'ueMldd PwogUBMAWL MTAUMO �I�Idwoo udgMo;ldds irro IILi :auppxsgg 'ualamW=M3NAsm!=A3A :AJtCidOtld. �+IW P 3 P g«W k-8V JLIMWd NOW -MOUM Paw P—Auw+Mpd-pPrwwW[IV-W dAWu W mg Aid YAM Ml1S P L I"MOMd Alqusg PtiT/N4 eery 8A3 M sagd 'n+sid aall o's11wa PaL++�! 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IVOINVHOaiMO O'9I!'M 0 AMN3 BSM=Hd Q 3ouw39 df W s: 1VO13ilO3 L30 NauonuLwmlwlau:ioNollvnwA 694'96 s CNIOIins® 1N0®H il7V100r!f>• �!oNm7Y4♦0 H00a 4 SMOONIM L 30VId3H ' I�NOLLdP 30 p 13315 p 3PIVlLi p Boole ® a�u�mLLSNo�doadA� HSIIOftd0 Q 0 NCIe blvisu TMON' Q 1lVMM ®WSMM3N B CMIDdOVdXIIOM dea0n rile Aililmi i01{d o>tlsl►yol 0490-00000-090(y4Z-9Z-9E 1i01OWd 33 VTIIAVHd-l`. Ng"1A1um 3AV INOVN®3!d Z999E - �rPV+uPlagsfAi+•idwle«d +Mumm"ou—mo E" «eaNNnPw4�ll•tdwif«d +w�If WOW N MO I 3A�1NOWa31d Z6'99E:° �'•`"'o ZELL-61i_E 4.9 . "_q°"'N 6'°4dd'"00 �I AHcrd w 3N3l�lVHO . "«" wisma St/''rJ �S/L. €�°� �Sh P■�ar•�•0ara�e IL00 G4L�IfNa►d u0gwHddV ilw)Bd 9111494d®Z W Art o1'Ao OMtaLQ NOTICE. )F DEED.RESTRICTIONS:..The undersigned p�de(stands tfiatthis petmit'tt�ay:be:sub�eCt to ydee�l�;tte��c�Tor�s which:-may_tiejiitore resttctive#h'an CollnfyNagtilataons' TtttirtleFslgitsstiriietsp'a'f)sib1lity tar eomp�li�aite w►th any applk:6016':deed restrictions:. UNLICENSED;>CONTRACTORS:AND-'CONTRACTOR Ri SPONsISiLIy7 l)Si- if-6�owrrer=has-t r�ft a4cbntractor or contractors to-undertake work;tliey,',rnayi be;r`quiEel"to tie ilcensed:ln accordance,witti stat ;;anj9cpiteulsttotts elf th'e ''.` 4: ,.. contractor:is=net;itcensed.asregtsi>'e .taint, botti:'ttte•auviterari�'cow'teatfsf-��1"iese�d`f�oa=�ftiisdettre�i9orvloiatibti'-. - under state-law. if the owner or 6te• ed*,caot .ctor are uncertain as.to-what:tidensing:rec)uic$ eatsijiztay appl r f r;#Fie Re' Interidedlwork;:theyare advised to coact tMe=Pasid.County BuiPdttiwg tnspecCon D ►tion- censmg:Section at 727- k7 8006i i Furthermore;'if the owner?tas hire8 a aarittaCtor or contractors he is advised tal'"ve the cOntractor{s)ms gn i;}' „ Portions of the"contractor..$lock"of thls'application•,for•whi6h they;wiii be rasponsibJe if you;as fhefouviier"stgr as=tFie'' ' .s contractori'that.may be an indication-that he is:riof properly licensed arid`is:not entitfed`to perTitting pil, leges,,ln Pasco ; i County. 4 TRANd PORTATION�IMPACTNT1LfT1E3•IMI9ACY_AND RESOURCE RECOVERY FEES TK6e Ui iferstgaed understands - i thatTranspartatian irripaot Fees and.t2eco ur§®,Reeavery`Fees;�ttaj+<appIytoxthe,cw�stniction,.of'nevi!;bullrliAgs;i6 artgeraf use in'existinOUlidlrigs;•or xRansuan:of;e�iistirig burtdings; specifled tn.Pasco County Ordinance number 89-07 and 90-07, as ahlended;, The underslgned,atsb understands',that,sucti1ees,as'Jrtaaybe , due;will : nied2`he re iRryti ubi f ripatFeeand me pak'ptlor tooperittin citations el F tr- , receiving.a_"certificate•of-occupancy.°or flrial power,release. lf.thessprojee#doesr.nofinvIiive-:a"csttificate.of otXiapane!io t" final;power'release;the fees•.rust.bepaid pnor.ta.permiEissuarsce,:MFurthesxnore,N Ralsco?Gounty 1(VaterJSevxet�lmpaet ; 'a fees are due;:t13t3y'rriusf,be.:pald:prior fo permit±ssuaiice in ac do`dbince witb•apphcable:l�asca;Eounty ordinances. CONSTRUCTIONI:tEN�W(Chapter T43;'Florida Statutes;as:ai»ended): If valuation of work is$2�5QO:Q or:knore; ;Y- certifj!•that I,-the-applicant;„have-been provided :with-a::copy:''of.Ahe"°Florida'Corastrttetion:>a en.l a�u-Nortteowrier s ProtectiiSn Guide"prepared b khe'Flon'a Department of Agncultute and_Consurner-Affairs:'If the applicanf is.sora gppq:;,.; otherith,an the"owner",I,certify that:lhave;obtaiitedxa copy of tti'e:abav_e°decribett'dociimek andptolTi(seit�geodfaittyto..... deliver tt to'thg°owner'pnor.#o:commencement CON TRAiCTOR'S16WNER'S AFFIDAVIT; I�cartify-that;aii'the ihibin anion in this application is accurate and'tiiat ail Work will bb drone in compliance with all applicab1e'laws regulating construction,zoning-aitd:land;r!eveiopment. Application here6yy made:to.obtain•,a permit,tor-do:work-and..installation.as`lndioated; 'I:certtlfy that no'work.or lnsfallifti'dnis has" commenced prlor`to tssuari6 of a pt rrilit and--that-all work willbe performed to,meet standards.-of all laws regulating.. construction, County and City codes, zoning regulations, and land development regulations'iri;time jurisdiction: `441so certify that I understand that the regulations of other government agencies may apply-to the-intended-work,and that.it is my responsibllity to identify what actions i;must,take fo:be in compliance.,Such agencies hidlude but=are npt,limited?to: -{ Department of Environmental> rAtectiodCypress Bayheads,Welland Areas and Environrentall Sensi y tive i ! (.ands,Water/Wastewater Treatment: Southwest Florida Water Mana9ement District-Wells, Cypress •.Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers Seawalls,Docks,Navigable Waterways. Department,,of..-Health.:S,Rehabllitattve..SetvicestEnvironmentat•.Health.;Uhit-Wells':Wastermater Treatment;' Septic Tanks. . .. ' US Environmental Protection Agency-Asbestos.abatement. - ' Federal-Aviatton:,Au hdii Runwa I understand that:t6eifollowing resOctions appiy fo'the use of.fill: i Use offill Is notaltowed in Fiopd Zone"V"unless expressly permitted. - If 1he,filF.materiat 3s to be used in:Flood'Zone""A, it is understood that a-drainage plan addressing a; "compensating volume"wilt.be submitted at time of permitting which is prepared by a professional engineers licensed by.#he`State of Florida.. If the fill'material:is:to be used in Flood Zone"A".In,connection with a permitted building using stem wadi i' construction,.tcertify that:fili will'be used only to fill the area within the stem wall. . - If fiti material'is-to be used in any area, i certify that use of such-fill will not adversely affect adjacenti. . properties.-If.use of fill.ls found to adverselyaffbet a,Biceniproperties,the owner may be cited for violatingi. flee conpfti`ogs.oftMe'building;psrmit-ssued underahe'attached:perdCilt:.applicatlon,.for lots-less than one(1) acre'wiit6h are'elevated by.fill,an engineered-drainage plan is required. if I am th6JAGENT.FOR:TWOWNER;_i�•promise_Ingood faith to Inform:the owner.cUthe'-permitting'conditions set forth in this;affidai kt' ii rfo m-manCing`c6ns�truction,a;understand that a,separate perinit-may be required for electrical.work,t ° plumbing; signs,:waits„pools,,;air conditioning;::,gas;_or`ottiet;iiis£allatlons.not spacifit ily included in the apptica#ion: permit Issued shall be.coitstruedito be:a Ilceise.#o.proceed with the woric:and'not-asauth'ority to'vloiafe,.canoel,:aiter,or, set aside;anyprovislons of`tFie"fechntcal.cades;:norshai'I issuance of;a permit prevent the Building.Officlal from thereafter; requiring aioorret tiam,of;etxors iri plat s coa*.uctlon,or::viaiations°of any:cones:=Every permit tssuettshail become invalid; unless;tfie:;work:auftioNzed by such permit is commenced.within.six months of permit Issuance or.tf work authorized by; i the p®r'rit'issuspended..oc abarldoped tgr'a;periodnof:'s!x(6)'rontkis afterae time.the work it co�rtmenced,•.An.exteinsion! maybe regtieste&,in vut}fing frtiin time B'uiidii g t3flietai for a period:not-tto-exceed,rilnety 6t3}days and'wiil demonstrate just able cause forthe extension.„lf work,ceases for ninety(90)consecutive-days,the.job is considered abandoned: i WARN W,T,b'-OWN f2': ( UR 1OI U '(t2':R {ORCI k+;N071G ..O_, 014 ttlliNSsEMEN°i �IJAY'RESU T'iN;'!!OUR' [ ;PAYIN(s:TVVICE FOR ijlliti OVEM fdTS. 19;YCAUt ;PROPERTY.;:IF;YO.Udt FEMD'-T."S ARi[PIN7�tViCING�I;'ONSIJLT WiTH'ltO R:LENDEROI2 A'f'TOkii It F6kg!kEC6RDiNG°YOUR=fi7aTtC6 E Eli]T �FLORIDA JURAT.(F,S.117.03)_,, I• OWNER OR AG6N7 CONTRACTOR " SOb` tied an bswoinS6"fora L( ,tl)bsfore s Subs a m to(or p elf)b ._ is° ! Who sJa .person Iiy own tq rpe or haslhave, induced o are personally,knwm4o:me or:has/have produced. s ldenttftcetloii:` as identification. otaty Public&& Notary Public ;c lssfan No. . Commission No. Jame of Notary typed, drited or is Name of Notary typed,printed or.stamped DEBRP,EIAINERUFFELL "� pEBRAELA1NEEtUFFELL u` c Commission#GG045343 ;N""..'`� commission#GG 045343 Expires November 7,2020 _` ices Novemberl,2020 �:SodixRs' eadedLT.Faininsuisaca E04385'7Di9 R P._:..... Florida Home-Improvement Associates. / J J J TM11 3/7/2018 City of Zephyrhills 5335 8th St Zephyrhills, FL 33542 Authorization Letter I, Wayne Thomas Burnett, qualifier of Florida Home Improvement, Authorize Luis Collazo & Mercedes Collazo to drop off, pick up and sign permits on my behalf. Thank You for the attention to this matter. Wa nett CGC 061890 STATE OF FLORIDA COUNTY OF PALM BEACH The foregoing instrum t v� cknowledge before Ue on ( ate) 1 6 l by -4C- U( who is personally known to me or who has produced As identification. (Se i ure otary Public—State of Florida �41O��Q �� o• y, �0s x 3044 SW 42°d St•Ft.Lauderdale.,Florida 33312•954-792-4415 9 FHIAproducts.com 0 Lie.CGC06189 (IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII Illli IIIII IIII IIII 2018058563 Rcpt:1946920 Rer: 10.00 DS: 0.00 IT: 0.00 04/09/2018 K. K. , Dpty Clerk Peen • _._ a_ psi ID No 35-25-21-0050-00000-0810 NOTICE OF COMMENCEMENT F/.yS C 0 THE UNDERSIGNED hereby OhKA MUM tW tnpro enie twill be made b certain red prq".and In eooardenoe vAth Cheptar 71a,Fkdda Slalutea, the 1blloviYhp Mamstbn la por>ded In trie Notloe of Oommerornent 35-25-21-0050-00000-0810 1. Deeedp9anofP1QWV PsiodIdentlfe 1 NM sha„dt„e; 38652 PIEDMONT AVE ZEPHYRHILLS FL 33540 z clten.r.I Desadptan d Improuernent REPLACE 7 W1 NDOWN AND 1 DOOR SIZE FOR SIZE PAULA S.0'NEIL,Ph.D.PASCO CLERK & COMPTROLLER & Omheriftsoft orleveeIrrlbnrrteehttheLseaaeoorrbadad4a►tlheIrr�rovemerm . 4OR BK 1 aPG CHARLENE MURPHY 9709_ 2054 38652 PIMWONT AVE ZEPHYRHILLS FL AdM= t IV smi. Intel In Pmpw.. _ Name of Fee Stmpie TllMhot .--- Qf drorad fmm Owner Idsd■bone) 4. mew. FLORIDA HOME IMPROVEMENT AssociAms State 304ATW 42ND STREET _HOLLYWOOD FL A*ftn 954-792-4415� CIb be ConeldY Tdeph.Naa _ Narru Addren��W —tT�� Ojtji gay Mount of Bad 3— �_. Telephone No.• 0. Lender. Nam Address -— - - CRY St" Landar%Telephone No.: 7. Fw mn vdtdn the 9tefe of Flc*k da ffWw ad by the owner upon whom no9aa or other doanmati mw be sorted o proMW by Secitorh 719.13(lX*Xn,Fbrfda Sfabded: New Address - Cf y Sy ft Telephm 6 HmIterdDeslenobd Persmh IL IneddltlanbhbrmeR,the ownerdwdgrudu of_ b reeelve■copy dthe Llenorls W"m o pmvfded In Seoamh 77a.13(1)(b),Flodds 8ts — Tdophons Nu Cher d Peeeon or Entr4r Dsarqnxtad by Owner: z o. Eh¢trmbn dde d Noff m of Oommeammerd(the w#vft dete may net be behxe the=npWm of oaaetruodan and lFrd peymant to the eontmolor,but wIl bs one yartom the dsfa of ram ng unk n a dRererd date Iv @pod%* WARNING TO OWNER: ANY PAYMENtS MADE SY THE O1IYIEA AF�FJt THE D�IRATION OFaT,HE NOTICE OF COMMENCEMENT RESULYOUR PAYING TWICE FOgEN M UNpRpYEt6Qi7g m 7ypPARTI�8ECT10ANNOTiCECCNEMEnM SENt ML13T 9E RECOIiOFM AND POSTED ON THE.pS SIiE SEFORE THE FIRST INF.CTION. IF YOU ItrTFI�TO OI3fAR1 FlNANCGIpp,CONSULT WITH YOUR LEND>:'R OR ANUndw ATTIIANEY BEFOFcE COMMENCIND VYORK OR REgRD1NG YOUR NOTICE OF COIhdkENCd NtENT. IshotAedae ird bil that I hone rod to Ibrpdr[y rMw of emmmmosa rd soot deft tk a (harsh ore true to the best STATE OF FLORIDA arm oel COUNTY OF PASCO rraboe of 0C.-or Lemaee,Or 0w wet or L.amaft Au6tpf wd OrtlosrlDire�arfieitrtens8er Sl a Twomw The famoolnp hhstnannt vam r.wA4edSed��is 3 doy d .• 2(VZ,bye----I (type of&up=*,ay.,dlleee,but-,a h"for (—d party on beW boburn t was ezvmhbed� PwsorwyWw,%�Pmduoed W.Wenon o N/oloty� TM dlderdllsaton Pmdueod ------- Paul Norman Notary Public State of Florida N^!lOF F`oQ0 icy Commission Expires 3/10/2020 �� Commission No. FF 970481 STATE OF FI_ORKDA,COUNTY OF PASCO THIS IS TO CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE DOCUMENT ON FILE OR OF PUBLIC RECORD IN'(HIS OFFICE ,. .::::x ;:F WITNESS MY HAND AND OFFICIAL SEAL THIS m I.n God.fie DAY OF 2 PAULA S. O'NEIL, CLF?RrA COMPTROLL R B DEPUTY CLERK Date Current as ON Weedy Archlve-Saturday, February 17,2018 Parcel ID - 35-25-21-0050-00000-0810 (Gard. 001 of 001) Classification 01-Single Family Nulling Address Property Value MURPHY CHARLENE A Ag Land $0 38652 PIEDMONT AVE Land $14,775 ZEPHYRHILLS FL 33540-1470 Building $96,546 Physicai'Addross Extra Features $1,059 38652 PIEDMONT AVENUE ZEPHYRHILLS, FL 33540 Just Value $112,380 jOnI DO lOn(rlMt 4 Una*) Assessed(Non-School Amendment 1) $112,380 See Plat for this Subdivislon Homestead 196.031 -$25,000 ALPHA VILLAGE ESTS PHASE 1 PS Non-School Additional Homestead Exemption - $25,000 19 PG 69 LOT 81 OR 9537 OG 1675 Won-School Taxable Value $62,380 Jurisdiction School District Taxable Value $87,380 City of��lyl�s4. _ Land Detall(Card: 001 of 001) Line Use .Description *oning UnXs_ IWO Price iCondldon ;Value 1 0100 SFR 00R2 7,500.00 ,$E $1.97 1.00 $14,775 Additional Land Information Acres 0.17 Tax Area i M — Code i -- g ldentiai Code BLCBtPI Bulldlgg„=pforMation -Use 01-Single Family Residential (Card: 001 of 001) Wear Built 1983 Stories 1.0 t�terlor Wall 1 Concrete Blodc Stucco Exterior Wall Z None Roof Structure Gable or Hip Roof Cover Asphalt or Composition Shingle nterior Wail 1 Drywall Interior Wall 2 None Flooring 1 Cork or Vinyl Tile Flooring 2 Carpet Fuel Electric Heat Ford Air- Ducted )c Central Baths 1.5 Line Description Sq.Fact ;Reps.Cost New 1 1,468 $116,706 2 192 $7,632 3 20 $398 Extra Features(Card: 001'of 001) Line •Description Year 'unlb Value i AM 1983 400 $495 2 1998 120 $238 3 =NCE 1998 550 $248 4 UDU_M 2003 1 $78 Se�lefs Hlstory Previous Owner; LUPINEK TAMES W&KAREN E Mont Year Book/Page Type b6lt Coder Condition Amount 05/2017 95371. 1,6Zfz Warranty Deed l�, Improved $139,000 02/1998 3880/ 1973 Warranty Deed Improved $57,500 03/1983 1243 L= Vacant $12,000 Pan Review Wi ndows & Doors 1) :Need manufactuNhg installation specifications: . 2) Must.meet sections R308 and-R612 of the 2017 F.B.C: 3): :If windows are to be installed.inside,06 historical district;they:will need to be approved by the-historical co;mmittee,. . 4)- No-other work shall be ermitted (framing, p ( g, plurribing�and.mechanical):unless otherwise specified.: . 5) This is,for replacement (glass for glass.):only.. If you_wish to change'from screen or.vinyl windows#o.glass, then additional information is required... 6) All windows to wall conn.ectionsahall be left.visible for. inspection. 7,)' All labeling arid,stickers:shall.remain:on windows.dntil.final inspection: 8.):. .No work shall start without permit.first: 1 1•. ids'a�" City of Zephyr Is,- BUILDING PLAN REVIEW=COMMENTS Contractor/Homeowner: Ho m e- f`'Y7 o/b Pe-1Y) e-A Date Received: , 9 Site: Permit Type: Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑ This comment sheet shall b kept with the permit and/or plans. Kalvin S itzer- 1 s Examiner Date ontracto d/or WinebwaW (Requiried when comments are present) { Ct357't MER NAME LEAD hii.0NI0 €1 wOE OF 446P TY -y, FLOOR No Rli1.t JGHT EAS RETEC*-, c)arl en (oil -0 f "i". __. ._._ . ..... ._.._ .._. I x 49 1/2 311/2 x 79 3/4 _. -.—. .. (+/-60)FL16736.1 °� _ (+/-70)FL14850.1 _ .......... ... ............................_i ._ ...... ..:. .. - _._.. _ _..-.... .. — 36 x 49 1/2 /70 FL16177.1 g / F , ........... 36 x 25 .. _. .._� ...'.� : ..... 0. ( � 36 x 49 1/2 (+/-67.5)FL6890.1 < ' fi - -ALL WORK- LL COMPLY WITH-PRE9/AILIRIG �. . ^:.. T... C.QCES FLORIDA'BUILDING Q®CE; IATIONAt ELECTRIC CG© _. ._ ... ._NCTHE_ClTYGF-ZE PHYRHILLS ... . ..... ........ ...... INANCES... ...... ..... --....._... . . .. - ®pC _ ............ .. .. .. _..__.. _... CI-TY-®F ZEPHYRHI _ _ '_.....n.. _. _...........-.. _- ............`.. ...... ..... 36 x 49 1/2 ._.;... -. PLAN EXAMINER (+/-67.5)FL6890.1 .,..... ....... . . _.._...... ._.. .. a � n e j'c1 F (+/-60)FL16736.1 73 x 49 1/2 3 (+/-60)FL16736.1 A iv � ,Ly N Florida Building Code Online Page I of 2 j�yrie 't'GI? �EOf��l. `; :• _. _�.. .,:=�. . ��.._..... .......... _...�..—_ .'3 L `YtT'��:�j".i.n•C .'":^.Jb'tkJl•:k, v.!.,.t(:.7.! BCIS Home Log in User Registration ] Hot Topics Submit Surcharge Stats&Facts ( Publications FBC Staff BCIS Site Map Links search Ronda F; Product Approval d, , r us ER:Public User Product Approval Menu>product or Aoolication Search>Aoolication t ist>Application Detail "=d.'if;i-- FL# FL16736-R2 J A Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer Custom Window Systems Inc. Address/Phone/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 34474 (352)368-6922 Ext291 jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 (352)368-6922 Ext221 amonteverde@cws.cc Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from.a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed 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 9 Validation Checklist-Hardcopy Received Certificate of Independence FL16736 R2 COI 'EvalReoort871C.Ddf 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 littp://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ WtDqu8obl%2f Zm... 12/14/2017 ' Florida Building Code Online Page 2 of 2 J Sections from the Code J J J Product Approval Method Method 1 Option D Date Submitted 09/28/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 Summary of Products Modelr Number or Name Description 16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,74"x 63",XO or OX. Limits of Use Installation Instructions Approved for use in HVHZ:Yes 1`1_16736 R2 II CWS-871C.pdf Approved for use outside HVHZ:Yes Verified By:Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+60/-60 Evaluation Reports Other:Large Missile,74"x 63",DP+/-60 psf.Outer lite in FL16736 R2 AE EvalRenort871C.odf I.G.must be safety glazed when used above 30 R.in HVHZ. Created by Independent Third Party:Yes Glass complies to ASTM E1300-04. 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,111"x 63",XOX. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16736 R2 tt CWS-869C.Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+60/-60 Evaluation Reports Other:Large Missile,ill"x 63",DP+/-60 psf.Outer lite FI-16736 R2 AE EvalRenort869C.ndf in I.G:must be safety glazed when used above 30 ft.in Created by Independent Third Party:Yes HVHZ.Glass complies to ASTM E1300-04, Back Neat Contact Us::2601 Sla'r Stone Road Tallahassee Ft 32399 Phone,850.487-1824 The State of Florida is an AA/EEO employer.Coovrioht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2D12,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here.. Product Ap(proovvaal Accepts: Credit Card Safe http://www.fl oridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2fIZm... 12/14/2017 QRNERl239 Jabara Ave. J J North Port,BL 34288 J ENGINEERING & Ph. 941-380-1574 CONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 871C August 29,2017 Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(HVHZ),XO or OX 74"x63"unit size with design pressures of+/-60 psf(Fin or Flange window) Manufacturer: Custom Window Systems,Inc. 1900 SW W Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 6 h Edition(2017)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-871 C,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3 887-1,-1A,-2,and-2A,by National Certified Testing Laboratories, Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201,202,203 `94,ASTM E 1886`02/04/O5,ASTM E 1996 `04/06/09,and.AAMA/WDMA/CSA I01/I.S.2/A440 `08 4) Supplemental Calculations to support CWS-871C, signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-871 C. Limitations of Use: This product: May be used up to the sizes and daylight openings indicated in CWS-871 C © Achieves design pressures of+/-60 psf o Is Large Missile impact resistant and does not require the use of shutters o May be used in the High Velocity Hurricane Zone o Requires Kuraray(Dupont)PVB Interlayer per Miami-Dade N.O.A. 16-1117.02t © Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 17-0206.10t t I have evaluated the materials in these NOAs and find that"they comply with the requirements of the 6d'Ed.(2017)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. Lucas Turner 2017-08-30 % sr 7 E= OF :w 8/29/2017 Lucas A. Turner P.E. ��'��r/ONA y �'�` FL PE#58201 GENERAL NOTES: HORIZONTAL SLIDER - LARGE MISSILE IMP 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMSM ®� TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1900 SW 44TH AVE. OCALA FLORIDA E. EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED WWW CFLORI34474 IN ASTM E 1996 PER THE FBC. 75 1/4"MAX.OVERALL FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) 8200 PVC 74"MAX.UNIT WIDTH 3.CONFIGURATIONS:"OX",'%0". HORZ"SLIDER 33"GLASS DLO 4.DESIGN PRESSURE RATING: IMPACT A -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER -- - -- -- INFILTRATION TEST PRESSURE AND GLASS TABLES a O w O ¢w o ASTM E-1300-04e01/09. w W O Z_ k w I 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED w§�OF 3 S 64 1/4• I I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR O 0�Q¢¢w O O DETAILS.WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O O f c5 d x I-W M . CL FLANGE ANCHOR CALCULATIONS. p Z y Z Z FF j HEIGHT B 1 B � Z pZp pjZ7UV I S.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT r--O 2 Z O Z z REQUIRED.THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT 1 I I UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT 0 0 }�3 O g s3^ 1 1 I MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND _ O 0:(;O w N 63" MAK FLYING DEBRIS. Z y D. O-U) UNIT 1 p W CL 0 O.S >- HEIGHT ® I 59 9116^ 7,ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT f ii w rn SMAY USED AT FIXED MEETING RAIL AND HEAD/SILL. ° D- HEIGHT S.SERIES/MODEL DESIGNATION HS 82D0. ,%``PNOREW i%,�� 56 13116° 1 S.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: '^jVP;�\�G E NgF.\.pyc�'� GLASS I B X=OPERABLE SASH,O=FIXED SASH tiv: No 58201 :?I: 5 DLO c 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. L9�� STATE OF :�<u I I \ 1 5 11.EXTERNAL WEEP SLOT=114"x 1"LOCATED 4"FROM BOTH ENDS. �R:OP C 1 vvv !36 LucasTurne L 33"GLASS OLO r, I 5116"MAX.SASH WIDTH 2017-09-22 9/22/2017 13:58-04:00 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34285 P.H.941-380-1574 SHEET DESCRIFWOH: GENERAL NOTES AND ELEVATIONS TABLE OF CONTENTS DRAWN SY; DATE. ADE 10/10113 GENERAL NOTES&ELEVATIONSDETAI........1 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RA-nNG SECTION VIEWS&GLAZING DETAILS....2 Dwoa: REV.: EXTRUSIONS&B.O.M...............................3 74��x 63" +/-60 PS LARGE MISSILE IMPACT CWS-871 c ANCHOR SCHEDULE&NOTES-..............4 SCALE: SHEET INSTALLATION DETAILS...........................5 1:15 1 OF 5 L 7 8 30 2 WINDOW SYSTEMS INTERIOR 1900 SW 44T(i AVE. OCALA,FLORIDA 34474 11 1 18 1 1 3 6 WWW.CW&CC 8200 PVC HORZ.SLIDER IMPACT - z aZ3 owo ¢wow w zOz X-?t 0 axwx �3� 41 40 3 1 29 39 0 ZFm wwoo SECTION B-B Ua Z-?_ZF�y Z O L1 ai >U— e 17 NOTE:FIXED LITE AT HEAD a i z w n o O-z AND SILL IS SIMILAR, Q�Q 0 ��0- I6-. KK rn U—ZfA, 31 W OOU. �r}fi Ow w�WD� a. ZU)W 0J Len 19 D. xa at0g� 0 wF-0 (Lxww D w 38 3 a H m MCL 36 14 19 41 4 :• No 58201 f9 HEAD IMPACT HOOK(IYP.) �® MIDSPAN OF SASH (ITEMS 35 8 36) 710"OVERALL �'0• G ''k %9 -- -- 118"ANNEALED or TEMPERED '��T�S•F(oRLryP.o�2'�O ry\, •" INTERIOR I 7116'AIRSPACE S+ONAp�� I 6116"LAMI _ 118'ANNEALED ROTARY LOCK(TYP.) 118"ANNEALED PVB INTERLAYER ONLY ENGAGED PRIOR q3 TO HURRICANE FORCE WINDS. 4 I I LOCATED AT THIRD POINTS 118"ANNEALED 9/22/2017 19 1 I (ITEM 27) 43 PURFECT GLAZE"H" 13 3 (7 SIKAFLEX 552 LUCAS A.TURNER,P.E. 22 U FL PE to 58201 1 0 q1 1239 JABARA A 34 NORTH P(3RT,FL 34288 8 6 I ��111 I 18 1 SHEET DESCRIPTION:tO-1574 5 I 1 1J2"GLASS BITE 0 o s SECTION VIEWS AND lz3JIL oUANEX DURASEAL GLAZING DETAIL —— 4 IG SPACER DRAWN BY: DATE: SECTION A-A HEAD IMPACT HOOK AND ADE 10/10/13 JAMB ROTARY LOCK LOCATIONS — 1:20 _ GLASS TYPE A DWO d: REV.: SECTION C-C 1:1 CWS-871 C ALTERNATE FIN FRAME SCALE SHEET SETTING BLOCKS PER FBC 2411.3.3.1 1:2 2 OF 5 PARTS LIST 3 118° CORNER CONSTRUCTION ITEM PART# DESCRIPTION VENDOR MATERIAL 3118" 1 H-1497 Relnf.Sash Meet.Rail Keymark Alum 1 112' WINDOW SYSTEMS ILI`(Ill/�f 2 H-1699 Reinf.S.B.R./S.S.R, Keymark Alum 6 5 3 OCALA,FLORIDA 3 H-1836 Meet.Rail,Fxd. Keymark Alum VNM. WS.CCA34474 4 H-6052 Sash Top/Bot.Rall Mlkron PVC tn6° VJVJW.CWS.CC 211/16" 1/16" 3 9116° O 2 116" 1/16" 5 H-6048 Main Fr.,SH,w/Fin.,PVC Mikron PVC CORNER WELD 8200 PVC 6 H-6050 Sash Meet.Rail,PVC Mikron PVC I� (ALLSIDES) 7 H-6051 Sash Side Rail,PVC Mikron PVC 18 HORZ.SLIDER 8 H5049 Main Fr..SH,w/Flg.,PVC Mikron PVC PVC FRAME FLANGE-6049 FIXED RAIL-1836 IMPACT 9 P-3029 Screen Pull Tab Summit PVC FRAME FIN6048 1 10 P-3033 Screen Spring,SS Hurley F.-1 1511e"�{ 13116".{ s C Z Q Z 11 P�113 Screw Support,PVC Team Plastic Rubber LrF= �2s/16" 6 I B116" ` Z w�o CD Q WtZ'Z w 12 P-3218 Screen Frame Allmetal RollForm 7 4 40 W ZOZ O-?m13 P-3228 Screen Spline,.155 Dia.,Blk. Dapa 1 " t 5I/0" 11Q 1 518" 1 5116" Z Z'W��i-��_ 14 P-4754 Screen Frame Comer Key Allmetal Nylon 1116" I til 1116` L q 1/16" V16" SCREWED ED TOGETHER RAIL 0 U N 0 Z F F-W 15 P�342 Seam Seater,SM5504 Schnee Silicone 11__ U LL 5. OUTERFRAME Z C9� F O So 16 P-3352 Set.BIk.,85 Dur.,1/B"%5/8"X 2"Lg. FrankLowe Rubber PVC SASH MTG.RAIL 6050 PVC SASH SIDE RAIL-6057 PVC SASH TOP/BTM RAIL6052 PVC FIXED RAIL COVER-6063 1:6 Q ?LL 2 Z=O L'Z 17 P-3429 Wstp.,0.270 x.187 back FinSeal,G Ultmf ib } O 1: - 18 P5539 #8 x 3l4'Square TEK 2 Znc Fastenal Steel 518^ y4" O O M}o O tau ul O 19 P-0730 #8 x 1l2°Truss PH TEK 2 Zinc Fastenal Steel 2 3/16° ¢ LL Z W W 012 20 P-3752 Cap Plug,1/2"Hole M&M Nylon 1• 1 15176^ 1116' C w I'_ W T 0- _ y P-3783 or O L 1116 .{_ FF- a - s w i'a 21 P5250 Spdng Lock,impact,PVC Interlock SASH MTG.RAIL-1497 SASH REINF.-1699 ��prulr<nw�i 22 P-4779 Roller,Tandem M&M Nylon 6"� 15116" `erg%%;P OREW TG'h 23 P4051 #8 x 1 114 Ph FH TEK,Wht. Fastenal Steel 3 314` 7/16^ �14 �`Gy4:i;I N7/8" 3/1624 P 4069Keeper,Impact,PVC Inte lock L ^ No 58201 25 P•4479 Weep Coverw/Flap M&M Nylon 6" * * = 26 P-4638 #8 x 2 1/2 Ph Truss SMS ,Ajax Steel PLAN VIEW-1999 HEAD IMPACT HOOK-1999 =ro: ;2� S.B.RJS.8.R.-1498 ROLLER TRACK-1776 '.9't STATE OF "ZO 27 P-4958 Rotary Lock Sullivan Zinc %Oc ••� P:24 26 P-4952 Keeper,Rotary Lock Sullivan Zinc ro 3116" '.FS O R t..'.�\ 29 P-0959 Wstp.,0.420 x.187 back FinSeal,G Ultmfab O 114° 41 �718'1 '4.S1ONA'1'j%0% 30 P-0633 Barrel Fastener Fastenal Steel I i 7/8" 9!1 X I I 31 31 S-1112 Reinforcement,Head Keymark Alum 6" ' "j Sle°�+ }_ L 32 S-1498 Reinf.S.B.R.IS.S.R, Keymark Alum 1N6" 516 116 PVC GLAZESEAD-SD64 GLAZEBEAD-1112 ^� 34 S-1776 Roller Track Keymark Alum •f— -{ r` 35 5-1999 Frame Hook,Head,Impact Keymark Alum PLAN VIEW-2000 PANEL IMPACT CATCH-2000 1/2° /8'� 318"�i-15116• 9/22/2017 36 S-2000 Panel Catch,Head,Impact Keymark Alum J(1 I—`V�1Ur�T'I�-(3`�� LUCAS A.4IURNER,P.E. 37 S-6005 Anti Lift Mikron PVC 3<t6° 36 3' FL PE#58201 - 1^- 1/2' 1116" `-1116" 38 S{013 Scm.Adapt.,w/Nib,PVC Mlkron PVC 11 PVC 1239 JA13ARAAVE. 39 S-6014 Scm.Adapt.,PVC Mikron PVC r —O PVC SCREEN CATCH-sot3 NORTH PORT,FL 34288 P SCREW SUPPORT-3113 PH.941-380-1574 40 S-6063 Fixed Rail Cover Mlkron PVC I-t Ile"1 SHEET DESCRIPTION: 41 S-6064 Glazing Bead Mikron PVC 5116"-r I 42 GLASS I SEE SHEET CARDINAL GLASS 39 BOM AND EXTRUSIONS 43 1 IPurkct Glaze"H",SikaFlex 552 Henkel/Siks Silicone tlT- PVCSCREENSUPPORT-601b DRAWN BY: DATE: ADE 10/10/13 DWG#: REV.: CWS-871 C LINE ITEMS NOT USED: NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCAB SHEET 33 1:2 30175 COWEMS 12 1l2'MAX.O.C.(TYP,) --i� 1900 SW 44TH AVE, 6"MAX(TYP.) I 3 P') 4"MAX ITYPJ 6"MAX O.C.(TYP.) OCALA,FLORIDA 34474 �+-3"(TYP.) SEE NOTE 2 SEE NOTE 2 W .CWS.CC 6"MAX(TYP.) A"MAX(1YP.)--�- WW r- -- --- INSTALLATION -- - -- - 8200 PVC ' ANCHOR(TYP.) i ! i HORZ.SLIDER INALLATION B' ANCHOR(TYP) IMPACT MAX O,C. (fYP.) 2 D W O ¢WF' MAX,O,C, 1 ��^^yy t y ( I nn ! I W Z O Z .r? (TYP.) i 1.J t f\ t I d H OO FX'S 2 Ij I V Ofn'gz"y D-Z-m Om. � 2- ^`Z FF�VJ z OOUcd �O` 1 < P-,t•�p0=wz �1 OQ'ttAV1 tt� oitlf W U. 0: z�W OJtd -- -- -- -- -- -- -- O W a w0 ANCHOR LAYOUT.(FLAN`GE�1 ANCHOR LAYOUT-(FIN} w •+��6 R TG��. v No 58201 '11 STAT£ OF .W NOTES: 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS.MAX.ALLOWABLE SHIM STACK TO BE 114 USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOTALLOWED. ` 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET S. 9/22/2017 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING.DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. FL JA#RA AVE.01 BE PROTECTED TO PREVENT REACTION. 1239 JABARA A S.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 5, PH.941-380-1574 SHEET DESCRIPTION: S.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD SUCKS,IF USED,INTO SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCTAND SUBSTRATE. 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE:ADE 10/10/13 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. UWG u: aEve SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-871 C 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCA SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS),FMA/AAMAIWDMA 300(EXTERIOR DOORS) 1:20 4 OF 6 c. MIN.EMBEDMENT TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE By OTHERS CWtEMSM MIN.EDGE DIST, 1/4"MAX,SHIM SEETABLEl MIN,EDGE DIST. SUBSTRATE SEE TABLE I BY OTHERS 1900SW44THAVE, SEE TABLE 1 /4'MAX SEE TABLE I OCALA,FLORIDA 34474 1 SUBSTRATE BY OTHERS WWWcWS.CC SEE TABLE I r MIN.E MIN.EDGE DIST. li PERIMETER SEALANT SEE TABLET SEE TABLE 1 8200 PVC BY INSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE I HOF;L7-.SLIDER SEALANT BEHIND MIN.EMBEDMENT SEE TABLE I ImmcT FLANGE BY INSTALLER IW MAX.SHIM I z ?-„ <Z U) 0 PERIMETER SEALANT a_wi 8 M@ PERIMETER SEALANT BY INSTALLER w z O z It——!= BY INSTALLER INSIDE AND OUT 2 ;z co�Ei� y 0 M 3:th w INSIDE AND OUT INSTALLATION ANCHOR Z Z=Z<�woo INSTALLATION ANCHOR SEALANT BEHIND SEE TABLE I 9 O u(n F-0�- (5 SEE TABLE I FLANGE BY INSTALLER SEALANT BEHIND 0 Z ,z P Co CL FIN BY INSTALLER z ,j3=5-� �3-1 LD f—e'\ HORIZONTAL SECTION < �=Zuv)z Ltl , HORIZONTAL SECTION ,:EOOLL, 6 TYPICAL JAMB ANCHORAGE 5 m TYPICAL FIN ANCHORAGE HEADAD SILL SIMILAR FOR FIN INSTALLATION �o,W.,p o— on . U. C3 w rn D. Z IL 0 o w (L= IW MAX SHIM (L LU LU SEALANT BEHIND 'Iti%slooln" FLANGE BY INSTALLER AOREW .......... PERIMETER SEALANT MIN.EMBEDMENT BY INSTALLER z- Na 58201 'A INSIDE AND OUT SEE TABLE I SUBSTRATE BY OTHERS STATE OF 0 R% N SEE TABLE I . el MIN.EDGE DIST. ......o; SEE TABLE I Ndlil0NA%_S, VERTICAL �_ !�l 5 TYPICAL SILL ANCHORAGE TABLE 1%APPROVED INSTALLATION FASTENERS 9/22/2017 FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E. FL PE#58201 FLANGE CONCRETE(2.0 KSI MTN.) 3116"ITW TAPCON 1-1t2" 1-118" PERIMETER SEALANT 1239 JABARA AVE. FLA14f)l 1 ntAf 4;P16ir P IN) jr, 2" BYINSTALLER NORTH PORT,FL 34288 �2E�CONCRETE(2.85 KS!MIN.) 3116"ELCO ULTRACON V l- :0 INSIDE AND OUT PH.941-380-1574 t—D-'\ HORIZONTAL P FILL ED cmu(Au� '7RT"=U VL I KiktUN K��OXF�FRAME INSTALLATION SHEETOPSCRIPTION: FLANGE GROU FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3116"rIW TAPCON 1-318" 718" HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON FLANGE _2X MIN,SOUTHERN PINE(G=0.55) 910 WOOD SCREW 718" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY. DA E_-T 16 GAUGE(0.060")MIN.STEEL STUD fflG-16I4fLTI KWIK-FLEX OR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW 7HRU 0,080' 7/16" ADE 10110/13 MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWUW." A nv: 1/8"ALUM.(6063-TS MIN.)OR 910 GRADE 5 SELF TAPPING! FULL THREAD 7116!' INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-871 c FLANGE Il&'STEEL(33 K81 MIN DRILLING SCREW IHRU 0.126' PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS _SC_A_� FIN 2X MIN.SOUTHERN PINE(G=0.55) 08 WOOD SCREW 1.112" 1f2" SHOWN FOR FLANGE WINDOWS. SHEET 1:2 5OFS Florida Building Code Online Page 1 of 2 j BCIS Home I Log In User Registration Hot Topics I Submit Surcharge:.i:_Stats 6 Facts Publications FBC Staff Bets Site Map Links Search b a apr 'x?i "Pun Product Approval USER:Public User u:a-KHt�t;s Lr.'.:'<r513t:n Product Aooroval Menu>Product or Aoolkation Search>Aobilcation List>Appllotion Detail FL# 14850-R Application Type Revision Code Version 2017 Application Status Approved Comments Archived 0 Product Manufacturer Custom Window Systems Inc. Address/Phone/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 34474 (352)368-6922 Ext291 jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 (352)368-6922 Ext221 amonteverde@cws.cc Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 11 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas 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 © Validation Checklist-Hardcopy Received Certificate of Independence FL14850 R3 COI EvalReport641C.odf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A-440 2005 ASTM E1886-05 2005 ASTM E1996-05 2005 PA TAS/201/202/203 1994 Equivalence of Product Standards Certified By littp://www.floridabuilding.org/pr/Pi_app_dtl.aspx?param=wGEVXQwtDquH 1 FzfePou... 12/14/2017 Florida Building Code Online Page 2 of 2 J Selons from the Code- J J J J Product Approval Method Method 1 Option D Date Submitted 09/28/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/02/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 14850.1 FD-8750,Impact. FD-8750 French Door,SD-8700 Swing Door,SLT-8710 Sidelite,Impact. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL14850 R3 II CWS-641C.Ddf Approved for use outside HVHZ:Yes Verified By:Lucas Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+70/-70 Evaluation Reports Other:Large Missile French Door w/Sidelights,Max. FL14850 R3 AE EvalReDOrt641C.Ddf French Door 6'x 8',Max.Single Door 3'x 8',Max.Sidelight Created by Independent Third Party:Yes 3'x 8',DP+/-70 psf.Glass complies to ASTM E1300-04. Back Next Contact U<::7601 Blair Stone Road,Tallahassee Fl.32399 Phone:850.487-1824 The State of Florida is an AA/EEO employer.Convriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395. Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address it they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can.be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquH 1 FzfePou... 12/14/2017 ��TI— � ___ .` _. 1239 Jabara Ave. U J J Noprth Port,FL 34288 J ENGINEERING& Ph. 941-380-1574 CONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 641C August 28,2017 Product Description: Series SD-8700,FD-8750, SLT-8710 PVC Swinging Door,LM Impact,3'x8' nominal panel size max. Manufacturer: Custom Window Systems,Inc. 1900 SW 44°i Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 6 h Edition(2017)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-641C,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3761-1,-]A,-113,-1C,-2,and-2A from National Certified Testing Laboratories, Orlando,FL signed and sealed by Gerard J.Ferrara,P.E. a. Testing Performed: TAS 201/202/203 1994,AAMA/WDMA/CSA 10 1/I.S.2/A440- 2005,and ASTM E 1886/1996 2002/2005 4) Supplemental Calculations to support CWS-641C,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-641 C. Limitations of Use: This product: © May be used in up to 79"x 97"XX sizes,40"x 97"X sizes,and 36 3/16"x 97"Sidelite sizes, with glass types and max.glass daylight sizes as shown in CWS-641C Achieves design pressures of+/-70 p.s.f. o Is Large Missile Impact Resistant and does not require the use of shutters o May be used in the High Velocity Hurricane Zone o Anchors indicated in CWS-641 C shall be pan or hex head type and shall have a head or washer (integrated or separate)diameter of 0.420"min. © Requires Kuraray(Dupont)SentryGlas Interlayer per Miami-Dade N.O.A.#14-0916.11t o Requires Kuraray(Dupont)PVB Interlayer per Miami-Dade N.O.A.#16-1117.02t 0 Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A.#17-0206.1 Ot t I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6`h Ed. (2017)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire,nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. EfdSF..�Q,�.� Lucas Turner No 58201 `;p 8/28/2017 2017-08-30 ` e�; � =�= Lucas A. Turner,P.E. 17:06+20:00 3 STATE OF raw; FL PE#58201 .� � SWING DOOR & SIDELITE - LARGE MISSILE IMPACT GENERAL NOTES:1.THEPRODUCTSHOWNHEREINISDESIGNEDANDMANUFACTURED (/(�,///�,G'{�pC�}��//� WINDOW TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION 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,FLORIDA 34474 79"MAX.FRENCH DOOR WIDTH 36 3l16"MAX. IN ASTM E 1996 PER THE FBC. WWW.CWS.CC SIDELITE WIDTH 2,GLAZING OPTIONS:(SEE SHEET 4) 37 518"MAX. 33 5/8'MAX 8 7 0 011 0/5 0 PVC PANEL WIDTH PANEL WIDTH 3.CONFIGURATIONS:SINGLE OUTSWING,SINGLE OUTSWING 26 5/8" 22 5/8" w/SIDELITE(S),FRENCH DOOR(S),FRENCH DOOR(S) SWING DOOR GLASS DLO GLASS DLO D w/SIDELITE(S),SIDELITE NOT ATTACHED. IMPACT I 4.LOCK OPTIONS: ffE UP TO 6'8": � ZMAX A.DOUBLE BORE HANDLE SET(8 3�O(2)INTERIOR FLUSH BOLTS. Z w Jo CwOoo rzw MAX UNIT B,MORTISE LOCK wl TWO(2)INTERIOR FLUSH BOLTS. w zg z KUN HEIGHT HANDLE SET 34" 8 V'�HEIGHT E C.MULTIPOINT(4 PT.) Fw p p Ci C 94518" HANDLE SET@34" V0 000 ts<F-ya953/16" MAX, ABOVE6'8": WzMAX. X X FLUSH BOLT ON INACTIVE PANEL PANEL A.MULTIPOINT(5 PT.) Z p Z U pj Z jU-PANEL HEIGHT HANDLE SET @ 34" FZ 2 Z=Oz HEIGHT6 5,DESIGN PRESSURE RATING: 'Q N84 ASS SS -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND �i Ow rn o wGLASS SEE GLASS TABLES ASTM E-1300-0001/09. KZ N w O�0)DLO NOTE 4 -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER Q w�O 8.=�}INFILTRATION TEST PRESSURE AND GLASS TABLES a a u�>y ww m 40"MAX.SINGLE ASTM E-1300.04e01/09. EL A DOOR WIDTH D 12 6.IN THE DESIGN OF THIS PRODUCT.SECHORAGE:THE 33 113%STRESS E SHEETS 11 SE HASt12 FOR ANCHOR ��OT BEEN USED ``,pNOREW 11 37 5!8"MAX. 5•• EN G� FRENCH DOOR PANEL WIDTH SIDELITE DETAILS.WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ti .•�� Sic y'�y 26 518" ANCHOR CALCULATIONS. No 58201 1 G GLASS DLOlr 7 A 7.PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE * - NOTE: NOT REQUIRED. 'v= e�� 81/2" '9; STATE OF HINGE SPACINGS ARE 8-1/2" %O . �Z 97" FROM ENDS AND 20"MAX.O.C. 8.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. PANELS 4T, �Z 0 R �c�� MAX. 20" FOR 81"TO 9T'UNIT HEIGHT. ARE PROCESSED AND ASSEMBLED VIA TIE ROD.UNIT .,ASS. �O�p HEIGHT 9.SERIES/MODEL DESIGNATION SD-8700,FD-8760,SLT-8710. 10.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: 95 3116" I X=OPERABLE SASH,0=FIXED SASH MAX. PANEL B x I B 11.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS IN A SIMILAR HEIGHT LOCATION. 9/22l2017 843/16'. 12.INTERIOR FLUSH BOLTS ON ACTIVE PANEL TO BE ENGAGED PRIOR TO LUCAS AJURNER,P.E. GLASS SEVERE WEATHER. FL PE#'58201 SEE DLO SEE4 i 13.QUALIFIED ALTERNATIVE LOCKSETIDEAD BOLT 1239JABARAAVE. HARDWARE IS NORTH PORT,FL 34288 8 12" GRADE 2 BY PAMEX AND DELANY. PH.941-380.1574 A 14.MAX.PANEL WIDTHS APPLY TO ALL CONFIGURATIONS,MULLED OR SHEET DESCRIPTION: NON-MULLED UNITS. GENERAL NOTES AND TABLE OF CONTENTS SINGLE DOOR ELEVATIONS GENERAL NOTES 8 ELEVATIONS..........4 TYPE MAX. PANEL SIZE DESIGN PRESSURE RATING IMPACTRATING 2017-0LucasT -22 ORA AD DATE: GLAZING DETAILS....................................4 2017-09-22 ADE 09/08/11 SECTION VIEWS....................................5-7 SINGLE BOM............................................................8 37-5/8"x 95-3/16' 13:18-04:00 DwDa: REV.: EXTRUii& .............................................e FRENCN +/-70 PSF LARGE MISSILE IMPACT CWS-641 c ANCHOR SCHEDULE&NOTES..............10 INSTALLATION DETAILS....................11-12 SIDELITE 33-5/8"x 94-5/8" scaiE: SHEET 1:35 L 1 OF 12 151 3/8"MAX.UNIT WIDTH LS/l.S4y6vU'11U • 36 3/16"MAX. 79" WINDOW SYSTEMS SIDELITE WIDTH MAX.FRENCH DOOR WIDTH 1900 SW 44TH AVE. OCALA,FLORIDA 34474 33 518" - r 37 5/8"MAY,-I WW W.CWS.CC PANEL WIDTH I PANEL WIDTHI 8700/10/50 PVC sr SWING DOOR MAX.T UNIT IMPACT HEGHT aZ0o 945/8" 953/16" ❑WO Qwo SIDELITE Q X X O PANEL W Z O z W- t HEIGHT HEIGHT O R w-y O W� FLUSH 7 If 3r BOLT Z Z=m aWp0 83 5/8" I I ON 84 3116" O O 1-O Lj a SIDELITE SEE INACTIVE DOOR U U- DLO NOTE4 PANEL GLASS 7d. O Z U m Z O LL U SHT 1 DLO 1=-ly n p Q,�yy o- 22 5!B" 26 5/B" Z Wy ww�--N 0'w' GLASS DLO GLASS DLO p W F+L+ a_ r l Ill FRENCH DOOR w/SIDELITES a ~ �'a E W f-lk PN GpG;.��G E NSA•.; JJ No 58201 '�� 115 3116"MAX.UNIT WIDTH 76 3/16"MAX.UNIT WIDTH •k: 4, 36 3116"MAX. - 79° 36 3/16"' 0" INGLE gib' �+"' SIDELITE WIDTH MAX.FRENCH DOOR WIDTH MAX.. MAX.. 9; STATE OF .4u SIDELITE WIDTH DOOR WIDTH '�OT'•.� OP' . t PANEL WIDTH DOOR W MAX.H PANEL WIDTH DOOR WIDTH � fONA; ?`�`� 97" 1 MAX. MAX. UNIT _ HEGHT UNIT HEGHT 9/22J2017 95 3/16" 94 518" 94 5/8' PANEL LUCAS A.TURNER,P.E. SIDELITE Q XtFLUSH X 953/16" SIDELITE �( HEIGHT FL PE#58201 HEIGHT PANEL HEIGHT 1239 JABARA AVE. HEIGHT 83 5/B" NORTH PORT,FL 34288 SIDELITE NLT 83 5!8" 84 3/16" PH.941380-1574 84 3116" SIDELITE DOOR GLASS SEEACTIVE DOOR GLASS SEE GLASSSHEET DESCRIPTION: DLO NOTE4ANEL GLASS DLONOTE4 DLOSHT1 DLD SHT1GENERAL NOTES AND ELEVATIONS I I DRAWN 9Y: DATE: 22 5/8" 8 5/8° 22 518" 26 518" ADE L 09/08/11 GLASS DLO GLASS DLO GLASS DLO GLASS DLO owaa: REV.: SINGLE DOOR w/SIDELITE CWS-641 C FRENCH DOOR wISIDLITE SC SHEET 1:35 2 OF 12 40"MAX.SINGLE 79"MAX.FRENCH DOOR WIDTH 36 3116"MAX. DOOR WIDTH SIDELITE WIDTH WINDOW SYSTEMS 37 518"MAX. 37 518" MAX. 33 5/8."MAX. 1900 SW 44TH AVE. PANEL WIDTH PANEL WIDTH PANEL WIDTH OCALA,FLORIDA 34474 26 5/8" 26 5/8" 22 5/8" W W W,CWS.CC GLASS DLO GLASS DLO GLASS DLO 61/2" NOTE: 81" FLUSH ARE 8-1HINGE 5/2 FR MS MAX. FLUSH 81,E SAWING DOOR MAX. BOLT 21 5/16" ENDS AND 21-5/16" UI BOLT UNIT IMPACT UNIT MAX.O.C.UP TO HEIGHT HEIGHT HEIGHT 81"UNIT HEIGHT. 79 3116" 78 5/8" 79 3/16" PANEL ® PANEL Q �' w p PANEL X HEIGHT X X HEIGHT z W J Qp ¢k Z w HEIGHT w ZOz D:--� 603/16" 683/16" L O FQ-w�y.O3=GLASS SEE SSEE Z ZM¢ONOTE 4 DLO NOTE 4 O Q Q V Q w � BHT SHT1 U 00F -F 6D. 81/2" 6 OZVwZpLLU y F=—D_WO=QZ SINGLE DOOR FRENCH DOOR SIDELITE a j`'o w OO -r}iowrn`u Q y I- =Nw Lu Lu JGPy�io£NSF•.Ry� 151318"MAX UNIT WIDTH � No 582D1 �L 112 3/8"MAX.UNIT WIDTH `c*. 36 3/16"MAX. 79"MAX.FRENCH DOOR WIDTH 36 3/16"MAX. 40"MAX.SINGLE SIDELITE WIDTH SIDELITE WIDTH DOOR WIDTH '9: STATE OF '4u 33 518"MAX. 37 5/8"MAX. 33 5/8"MAX. 37 5/6"MAX. .0 \�C 0 R 10 PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH �� Q........,r1G.` T e FLUSH MAX. FLUSH MAX. BOLT M BOLT UNIT HEIGHT 79 3/161, HEIGHT D OR DOOR 78 518" DOOR 70 516" PANEL SIDELITE PANEL SIDELITE HEIGHT 9/22/2017 HEIGHT O X X O HEIGHT HEIGHT X O 67 5/8'• 68 3116" 68 3116" LUC FL PE#58201 P.E. DOOR 67 5/8" DOOR SIDELITE LN GLASS 1232 JABARA AVE. GLASS SIDELITE GLASS DLO DLO GLASS DLONORTH PORT,FL 34288 DLO PH.941-380-1574 SHEET DESCRIPTION: 22 5/8" 2s 518" 22 518" 26 5/8" GENERAL NOTES AND GLASS DLO GLASS DLO GLASS DLO GLASS DLO ELi!1/ATIONS DRAWN BY: DATE: FRENCH DOOR w/SIDELITES SINGLE DOOR w/SIDELITES ADE 09/08/11 DWOR: REV.: CWS-641 C SCALE: SHEET 1:35 3 OF 12 GLASS TYPES MAX.UNIT WINDOW SYSTEMS HEIGHT SIDELITE SINGLE FRENCH 1900 SW 44TH AVE. 1"OVERALL 1"OVERALL S1" �+ A A OCALA.FLORIDA 34474 97 B 8 B WIMN.CWS.CC 3116"TEMPERED 3/16"TEMPERED 5/16"AIRSPACE 3/8"AIRSPACE 8700/10/50 PVC 1/2"LAMINATED 7/16"LAMINATED SWING DOOR 3/16"ANNEALED 3/16"ANNEALED IMPACT _J,T J-01 DUPONT PVB INTERLAYER 090 SENTRY GLASS IONOPLAST INTERLAYER a z 3116"ANNEALED 8/16"ANNEALED }- p W O ")W O O w 20Z D ��F QUANEX DURASEAL QUANEX DURASEAL �� a Q m y O m IG SPACER ;I 11 SIKA-SIKAFLEX 552 or IG SPACER 11 SIKA-SIKAFLEX 552 Or LL O z Fs O �w o o HENKEL-PURFECT GLAZE"H" I HENKEL-PURFECT GLAZE"H" U Umi-0(L (- o zz-rn-z?Oa) ZUm Z0'0 cI r F=-I'-�0 moz I> I 3/4"GLASS BITE I 3/4"GLASS BRE ni 3 ' 3 Rml+�mOWum'/2 • 10 10 Z-a KO-m ccw�w 3wD' a a o: a .10RE P� W � 1 1 GpG;.��G EIJSF•.;Pti.� 2 No 58201 �; STATE OF 9/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT.FL 34288 PH.941.380-1574 SHEET DESCRIPTION: GLAZLG DETAILS DRAWN BY: DATE: GLASS TYPE A GLASS TYPE B ADE 09/08/11 L DWD/!: REV.: CWS-641 C SETTING BLOCKS PER FBC 2411.3.3.1 SCALE: SHEET 1:1 4 OF 12 INTERIOR WINDOW SYSTEMS 68 4 38 45 46 61 68 7 1900 SW 44TH AVE. 7 IlA OCA ,FLORIDA 34474 www.CwS.CC 1 s4 Q 8700/10150 PVC SWING DOOR 63 IMPACT 19 1 357= 35 1 - -- - - 19 4 z �WOC w Cc,w o o O 54 ¢vOiO Yam gll- 64 29 1 1 O O1=-0O¢<=0 0 UoF Z UaF-rnD. m V ¢ .OZ= Z�O� Z F. U2OOLLV } xO_ q B7 56 58 41 0 3 1 4 18 3 4 44 6 C N V F Z Uj V w R(Qgowcn{t1d1 y a W OJfn{- a0 Wl ---O a=�Y _ CL w�Wm a EL ° c a ra SECTION VIEW 8-B INTERIOR v: No 58201 ' ;i 60 38 3031 �9�, STATE OF ;� 73 ALTERNATE'I ALTERNATE 2 71 9/22/2017 51107 MORTISE LOCK w/FLUSH BOLT 32 MULTIPOINT LOCK LUC FL PE#59201 P.E. 29 1239 JABARA AVE. NORTH PORT,FL 34288 19 70 59 PH.941-380-1574 14 56 SHEET DESCf�IPTION: 59 SECTION VIEWS 65 6 SINGLE DOOR ITEMS NOT SHOWN FOR CLARITY: DRAWN BY: DATE: Ss 35 50 51 10-12,13,15 17,22,43,48,54,5758 ADE 09/08/11 DWG N: REV.: ITEMS NOT USED IN VERSION SHOWN: GWS-641 C SECTION VIEW A-A 2-3,8-9,15-16,25-28,3034,36.40,43,52-53,60,62,65-66,72,76 SCALE: SHEET 1:2 5 OF 12 L WINDOW SYSTEMS� 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC INTERIOR 8700/40150 PVC SVbgNG DOOR IMPACT 7 61 35 33 3 3 65 41 66 14 14 34 35 61 68 7 Q Z 3� QZ� 1 F Ow0 awow 2 WJ� W ZOz_ 0=-9� LL FW�ZZ033y OZp Z 6w<Tp 'OK U UyDHD-- AO. 0 z� -Z I-8. ZUZp= .�0= 2 l=zt�a � WW gow�r R—Jco . a ' =3:w 19 3 4 4 1 3 47 3O 31 32 66 20 13 3 47 2 3 1 4 12 18 19 23 4 44 67 ;GQyGENSFrG�P,y l' 58201 SECTION VIEW C-C .......... A.. z� 6/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: SECTION VIEWS FREFICH DOOR DRAWN BY: DATE NOTE:VERTICAL SECTION SIMILAR ITEMS NOT SHOWN FOR CLARITY: ADE 09/08/11 TO SINGLE DOOR,SEE SHEET 5 10-13,15-17.22,26-28,36-39,43,54,57 DWG It.' REV,: ITEMS NOT USED IN VERSION SHOWN: CWS-641 C 8-9,15-16,25,40,42,45-46.48,52-53,68,60,74,76 SCALE: SHEET 1:2.5 6 OF 12 WINS UOW SYST Y . 53 62 INTERIOR 53 9 1900 SW 44TH AVE. OCALA,FLORIDA W74 WUVW.CWS,CC 8700/10150 PVC SVIVING DOOR 9 IMPACT 4D ¢ z 3: ¢Z� 0 w zjptptpt///z_ 0 �3m W 42 -:t 2 Z Q it 5 O O�O d=oK I U Qmq -'(LF_wa 40 19 42 4 47 73 4 z ZO m—Z?Um Y LL O Oz SECTION VIEWE-E {Q{-- ��O�UF-z— 2 W 0 0 O w N w a Z—a 2ogm SEALANT APPLIED TO a ° }'W. .•I ADJOINING FACES BYINSTALLER INTERIOR No 56201 #10 HEX WASHER HEAD TEK '*C Yr •*= i, JOINING DOOR FRAME TO SIDELITE: 9 STATE'"OF ;.; 6"FROM TOP AND BOTTOM 17"MAX.O.C. rO"n ' 9/22/2017 5 52 LUCAS kTURNER,P.E. 9 SEALANT APPLIED TO #10.24 x 1-314"TYPE F FL PE#68201 ADJOINING FACES THRU HINGE INTO SIDELITE AT EACH HINGE. 1239 JABARA AVE. b BY INSTALLER SEE SHEETS 1&3 FOR HINGE SPACING. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: SECTION VIEWS 9 ATTACHED SIDELITE ITEMS NOT SHOWN FOR CLARITY: DRAWN BY: DATE: SECTION VIEW D-D 10-11,16,22,28,43,57 ADE 09/06/11 ITEMS NOT USED IN VERSION SHOWN: Owo a: REV.: 1-3,6-15,17-18,20-21,23-24,26-27,30-39,41,44-46,4652,54-56,58-61,63-71,74-76 CWS-641 C sc SHEET 1:2 ` 7 OF 12 t ° PARTS LIST PARTS LIST REM PART# DESCRIPTION MATERIAL VENDOR ITEM PART# IDESCRIPTION MATERIAL VENDOR ® ° 1 1+1833 MAIN FRAME HEAD ALUM KEYMARK 51 P5131 IGASKET,DOOR SILL,BACK FOAM HO PRODUCTS WINDOW SYSTEMS 2 H-1857 ASTRAGAL INACTIVE FO PVC ALUM KEYMARK 52ME SCREW,#10 X 1-314"FLAT SQUARE TYPE F @ HINGE FASTENAL 3 K1858 ASTRAGAL ACTIVE FD PVC ALUM KEYMARK 53GASKET,SIDELTE FOAM HO PRODUCTS 1900 SW 44TH AVE, 54SCREW#10-24 x 1/2",FI Undercut PH,18-8SS @ KEEPER FASTENAL WWW-OCALA FLORIDA 34474 4 H-1B60 REINFORCEMEM'VERT. AURA KEYMARK WWW.CW$"CC 5 H-1861 REINFORCEMENT HORIZ. M— FRAN MARK 55BOTTOM SEAL RUBBER TEAM 6 H 1878 MAIN FRAME SILL MARK 56WSTP,.370 X.187,TRI FIN,BLACK ULTRAFAB 7 H-1880 MAINFRAME JAMB MARK57SCREW#8X3/4"HEXWASHER HEAD,Q FRAME FASTENAL 8700/10/50 PVC 8 H•1881 MAINFRAME SIDELITE DOOR MARK 58SCREW#8-32x 1-1/4"PH,FL MS,SS @ PLUNGER SS FASTENAL SWING DOOR 9 I{1900 MAINFRAME SIDELITE JAMB HEAD SILL MARK 59THRESHOLD,HIGH RISE ALUM KEYMARK 10 P-3039 SETTi1NG BLOCK 85 DUR.1/8 X 1 X 2 LOWE60 5-1784 INSERT,REINFORCEMENT ALUM KEYMARK IMPACT 11 SIKAFLEX 552 or PURFECT GLAZE"H' HENKEL 61 S-1816 COVER,JAMB,ANCHOR ALUM KEYMARK 62 5-1816 COVER,JAMBS,HEAO,SILL,SIDELITE ALUM KEYMARK <12 P-3503 SCREW#8 X 1/2°PHTRUSS SS ASTRAGAL CAPE'L a ¢z 63 S-1817 DRIP CAP ALUM KEYMARK H ❑W O 0)W o p 13 P-3511 SCREW#8 x 518"SQ.PAN TEK TIEROD BRKT FASTENAL 64 S-1B40 COVER,HEAD,ANCHOR ALUM KEYMARK z W-1❑ ¢1:z u/ 14 P-3587 SCREW#8 X 1" PH FLATTEK ASTRAGAL INSERT LOCK FASTENAL w z o? K-- 65 S-1849 INSERT,INACTIVE PNL,LOCK HARDWARE KEYMARK ❑ 3 U��O 0:3 m 15 P-3767 SCREW #10 X 1"HEX HEAD TEK SIDELITE FASTENAL 66 S-1859 COVER,ASTRAGAL,FD ALUM KEYMARK z z w ¢z w 0 p 16 P-4146 SCREW#8 X 314 PHIL;FLAT SS TEK Q SIDELITE SHIM FASTENAL 67 5-1864 INSERT,FRONT,BTM ATTACH SILL ALUM KEYMARK 0 OI- O UU) zILHy IL 17 P-4278 FUMY PAD .200"x 1.250"W/ADHESIVE ULTRAFAB 68 S-1865 INSERT,BACK,BTM ATTACH SILL ALUM KEYMARK ❑ z,-U)-z F rq 18 P-4522 010 x 1 1/4",PH FLAT,SMS-HINGE PANEL FASTENAL 69 S-1915 BASE,SWEEP ALUM KEYMARK z O_Z w o U- 19 P-4774 WSTP,BULB/LEAFS PANEL AMESBURY 70 S-1916 DRIP COVER,SWEEP ALUM KEYMARK Y yt--p�o?O Z 20 P-4790 FLUSH BOLT ASSM,TOP/BTM SULLIVAN 71 S-6083 PANEL,TOP/BTM RAIL,SIDES-DOOR PVC MIKRON �¢ a } O ui 21 P-4794 SCREW#8 x 518"SQ.FLATTEK INSERTATTACH FASTENAL 72 S-6083 PANEL,TOP/BTM RAIL,SIDES-SIDELrIE MIKRON LLa)w U cl Jm ju PVC MKRMcMSTR 73 S6084 GLNG BEAD(1") CL O 22 P-4802 ALLTHREADED ROD TIE ROD 0 w 23 P-4807 HINGE,GUIDE HOPPE 74 H-1888 REINFORCEMENT,VERT.,SINGLE DOOR ALUM KEYMARK 0 =F-K w m w rn 24 P-4609/P4809 HINGE,SET HOPPE 75 GLASS SEE SHEET4 (L I D w IL 25 P4814 WSTP .50X.750 FOLDED BULB SEAL SIDELITE AMESBURY 76 1 H-1862 IREINFORCEMENT,VERT, ALUM KEYMARK 26 P-4863 LOCK STRIKE PLATE PADDOCK 77 I P-4887 IMORTISE LOCK PADDOCK ApOREW rT'I�� 27 P-4864 RHINO STRIKE PLATE PADDOCK `�GPS .G E N SF.: 28 P-4866 GUIDE,TIE ROD NYLON M&M 29 P-4871 TIE ROD BRACKET ZINC SULLIVAN �; No 58201 L 30 P-4885 SHOOT BOLT TOP PADDOCK `31 P-4886 SHOOT BOLT,BOTTOM PADDOCK 9=....S'jE1TE OF 32 P-4851 LOCKBAR INACTIVE 8FT PADDOCK r�0c�'•;�( 0�;:\= 32 P-49 1 LOCKBAR MULTI-POINT 4PT 6'8 FT PADDOCK Jss/ONA1 �:�`+�`' ranu�a+ 32 P4902 LOCKBAR INACTIVE,98 FT PADDOCK 33 P4903 HANDLE SET ACTIVE PADDOCK 34 P-4905 HANDLE SET INACTIVE PADDOCK 35 P-4913 WSTP .50X.50 FOLDED BULB SEAL, DOOR SCHELGEL X� 36 P-4917 CAP ASTRAGAL OUTSIDE NYLON M&M 37 P-4918 GUIDE FLUSH BOLT INACTIVE PNL M&M HEAD SILL 9/22/2017 38 P-4922 COVER,INTERIOR FLUSH BOLT NYLON M&M LUCAS A.TURNER,P.E. 39 P4925 CAP ASTRAGAL INSIDE NYLON M&M ALL FRAMES ARE MECHANICALLY FASTENED FL PE#58201 40 P4926 SHIM,SIDELITE,DOOR SHIPPING BLOCK NYLON M&M 1239 JABARA AVE. 41 P-4927 GUIDE FLUSH BOLT NYLON M&M NORTH PORT,FL 34288 42 P-4930 SCREW#10 X 1-1/4"HEX HEAD TEK Q SIDELITE ATTACH FASTENAL PH.941-380-1574 43 P-4933 INLM 3/8"-16 FLANGED W/SERRATED LIP SS PANEL McMASTER SHEET DESCRIPTION: 44 P-4934 SCREW#12-24 X 1/Z' PH FLAT MS HINGE FASTENAL BOM 45 P-4936 DOOR KNOB ACTIVE PANEL DELANY 46 P-4937 DEADBOLT,ACTIVE PANEL DELANY DRAWN BY: DATE: 47 P-4969 SCREW,#10 X 2"REINF.ATTACH. FASTENAL ADE 09108111 48 P-4997 STRIKE DEADBOLT PADDOCK 49 P-5127 SCREW#12 X Z' PH PAN,SMS ANCHOR FASTENAL DWON; REV,: 50 P-5130 GASKET DOORSILL.FRONT FOAM HO PRODUCTS •ALTERNATE APPROVED LOCKSETS: CWS 841 C ;AMEX GRADE 2 LOCKSETAND DEADBOLT SCALE: SHEET 1:1 8 OF 12 C 1 3/4"- { 2 3f4" 2 7116" 4 9116" I I WINDOW SYSTEMS 1 2 59 5/B" 1 3116" 1800 SW 44TH AVE. 1 7116" 1 1l16" 9/ 64 OCALAWWW. WS.CCFLORIDA 34474 1r1s" — ,r�s° www.cws.cc THRESHOLD-1783 HEAD COVER-1840 DOOR HEAD-1833 45/16" 8700MO150 PVC 5,12" 5/8" SWING DOOR Ins" z Ira^--{ y IMPACT 4 9116" -{ 11 4" I 61 3/'8-"160 5/16" r Q Z Q Z O 1/16" 6 REINFORCEMENT-1857 1/16 FILLER•1784 I w w 0 4 Z w O 1/16" FRAME COVER-1806 v_ N W§y H'S M_ DOOR SILL-1878 25/8"—� I--2318"--{ 5/9 0 0�O cs X�a PVC DOOR PANEL-6083 I I 0 Z_rq z Z F]a. 3 .�- 6 1 ill 6" 3 7� OZVoSzOLLv 4 9/16" -{ 1 1/2„ 3fL" 1l161/16" Q O W F�O z PVC GLAZING BEAD-6084 FQ- K K��.,j�O 2 SIDELITE COVER-1816 w OLL rn w rn O w c 7 z wOxN 5 4 5/16" 0 w_0 CL 1 9116" 1/16" 2 15116" 1 a o �'a J_. 1/16" 1/16" Wmnr RE DOORJAMB-1880 3/4" 115/16"- 5/� 1166 `�pGPy�p61JSFL'Qyc�� —L69 DRIP CAP-1817 :��- No SB201 -.. 49/16" ««II REINFORCEMENT-1861 REINFORCEMENT-1858 1/16" I BASE SWEEP-1915 �9�:• STATE OF :flu; r--1112" �,1!2"�j 314" ��c s 2 1/2" 0 1l16° —O � 76 ,3/16" 68 13/16" 1/16" 215116" 215/16" t 1J16" �-- y DRIP COVER-1916 h� SIDELITE-1881 1/16" 1/16" INSERT,BACK-,865 L L 9/22/2017 LUCAS A.TURNER,P.E. REINFORCEMENT-1860 FL PE#58201 49/16"- y REINFORCEMENT-1862 123JABARAL34 NORTHH PORT,FL 34208 3" 9116" PH.941-360-1574 9 Al 3r4'--{ SHEET DESCRIPTION: 21f16" ( ss I ,111�6'� 67 EXTRUSIONS 1116" 65 f 1/16" L 1116" 1L 1 INSERT,FRONT-1864 DRAWN BY: DATE: SIDELITE-1900 ADE` 09/08/11 INSERT,INACTIVE PNL-1849 DWGq: REV.: ASTRAGAL COVER-1559 CWS-641 C SCALE: SHEET NOTE:ALL EXTRUSIONS ARE 6063-T6 ALUMINUM 1:2 9 OF 12 WINDOW ANCHOR @ MIDSPAN(TYP.) 4 (TYP.) 1900 SW 44TH AVE. 4"(TYP.) ANCHOR @ MIDSPAN(TYP.) OCALA,FLORIDA 34474 6"MAX.(TYP.) I WWW.CWS.CC 6"MAX.(TYP.) 4"(TYP.) 6"MAX.(TYP.) —2"(TYP-)'WOOD/METAL 6"MAX.(TYP.) 4"(TYP 2"(TYP.)•WOOD/METAL 8700/10/50 PVC SEE NOTE 2 I SEE NOTE SWING DOOR IMPACT 17" 17"MAX a z N w 0O o MAX. .•O.C. INSTALLATION O.C.(7YP) INSTALLATION z w�O ¢ Z W O X O ANCHOR(TYP.) O x X O ANCHOR(TYP.) p <N- Op IY�m lL <W �F3:�= Z zm� 0_WOO O O UyF-V O.�yp. > ~U~Zv K KQ 1y O R W OOwrnpw U) LL 0-1 1n D, 4a o:O�In SIDEUTE SIDELITE SIDELITE DOOR DOOR SIDEUTE 2 m W K N a I- (L a ANCHOR LAYOUT-(FLANGEI ANCHOR LAYOUT-(FLANGEI O1pREW''�4 %p5 ..........rGP��i 'CIRCLED ANCHOR LOCATIONS REQ•D ONLY IN WOOD AND METAL INSTALLATIONS.DO NOT INSTALL THESE ANCHORS INTO MASONRY. No 58201 19 STATE OF NOTES: .40 NAL E�```�• 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 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 CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. zz 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 11. 9/22/2017 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD LUCAS A.TURNER,P.E. 8201 MUST BE PROTECTED TO PREVENT REACTION. # AA 1239 JABARAVE. 5.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 NORTH PORT,FL 34288 MINIMUM SPECIFIED IN TABLE 1,SHEET 11. 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. ANCHORS CHEDULE AND INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. DRAWN BY: DATE: 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:4"FOR MASONRY,2-3116"FOR HINGES(ALL SUBSTRATES),1"FOR WOOD AND METAL. ADE 09/08/11 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. DWO a: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI,SHEET 11. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-641 C 9.SEALING 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/AAMA200(FLANGE WINDOWS), FMA/WDMA250(80X WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:8 1GDF 12 s. TYPICAL HEAD ANCHORAGE 114'MAX.SHIM MIN.EDGE DIST. INTERIOR SEE TABLE I MIN.EMBEDMENT SEE TABLE I 1900 SW 44TH AVE. CONTINOUS DBL 114"BEADS OF SEALANT OCALA,F&R11 A 34474 SUBSTRATE BY OTHERS AROUND PERIMETER AT ALL INDICATED WWW.0 SEE TABLE 1 MIN.EMBEDMENT BYPOINTS INSTALLERBETW.EEN FRAME AND SUBSTRATE MIN.EDGE DIST. SEE TABLE 1 SEE TABLE 1 8700/10160 PVC IINSTALLATION ANCHOR SWING DOOR PERIMETER SEALANT 114!'MAX.SHIM SEE TABLE I IMPACT BYINSTALLER 13: INSIDE AND OUT "CZ0 p 0wo cowao INTERIOR z w-jo '4 r-z L w z0z W-- 0 w- m 2 z CONTINOUS DSL 114"BEADS OF SEALANT INSTALLATION ANCHOR HINGE ANCHOR El zx:M ow�: 0 SEE TABLE 1 0 0�-o Rf AROUND PERIMETER AT ALL INDICATED SEE TABLE 1 0 0 W t;2)'L��a. POINTS BETWEEN FRAME AND SUBSTRATE HINGE MIN.EDGE DIST. 0 Z,_,%�'D-�Z 1— 0 00 - BY INSTALLER. SEE TABLE I zo-Z=) -0 WOOF` -092 §z U�PERIMETER SEALANT BY INSTALLER won"0=1 w W w INSIDE AND OUT —HINGE MIN.EMBEDMENT S 'TA LE I CL zy 0- 0 SUBSTRATE BY OTHERS 0 UiPR (L:c PERIMETER SEALANT cc BY INSTALLER SEE TABLE 1 w ,"�B HORIZONTAL SECTION CL 0- cr 3:U INSIDE AND OUT �l TYPICAL JAMBI HINGEANCHORAGE "1111111T.", tkDREW 1!i�, MIN.EMBEDMENT SEE TABLE I SUBSTRATE BY OTHERS No 58201 SEE TABLE I A '9 STATE OF 213116 a 112..(TYP.) MIN.EDGE DIST.< _ TABLESEE 1 ANCHORSTH RU ....... VERTICAL SECTION HINGE(TYP.) . II TYPICAL ILL ANCHORAGE TABLE 1:APPROVED INSTALLATION FASTENERS Mu Lqg;:nmrmT MWjLGE�DIST. SU =Nc�nTE(2.85 KSI MIN.) 1/4"ELCO ULTRACON 1-314" 2-112" HOLLOW OR GROUT-fILLIzo ]j'+ ML—_q 2-112* 21 5116"MAX. 912212017 _jXMJNSOUT�HERN PINE(0=0.55) 114"ELCO ULTRACON 1-3/6' 718' SEE NOTE LUCAS A,TURNER,P.E. 2X MIN.SOUTHERN PINE(G=0.55) 912 WOOD SCREW 1-3/8" 7/8" FL PE#58201 AVE. 16 GAUGE(0.060-)MIN. #12-14 HILTI KWIK-FLF-X OR rrW FULL THREAD 112, NORTH PORT,1239 JABIARA FL 34288 STEEL STUD(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060' — NOTE: PH.941-380-1574 T/6'ALUM.(6063-T5 MIN.)OR #12 GRADE 5 SELF TAPPING I FULL'THREAD HINGE SPACINGS ARE: 5TE—FrOESCRIPTION: 118-STEEL(33 KSI MIM) DRILLING SCREW THRU 0.125' 1/2" 8.11Z' FROM ENDS 21-5116'MAX.O.C.FOR UP TO 81'UNIT HEIGHT, INSTALLATION DETAILS HINGE ANCHORS INTO CONCRETE(Z.tJb KSI MIN.) 31W ELCO ULTRACON 1-3/4" 2-11r 201, MAX O.C.FOR OVER al"UNIT HEIGHT DOOR HINGE ANCHORS INTO HOLLOW OR GROUT-FILLED 3116"ELCO ULTRACON 1-1/4" 2-1/2" DRAWN_8Y. UA-[—E' CMLU(ASTM C-90) — I L HINGE ANCHORS INTO 2X MIN.SOUTHERN #10 WOOD SCREW 1-318, 71W Lim— ADE 09/08111 PN IG-0 5" THREAD TW G_# REV.:_ HINGEANCHORS INTO 16 GAUGE(0.060')MIN. 910-16 HILTI KW OR rrW FULL READ 1/2" HINGE LAYOUT CWS-641 c YIELD STEEL STUD(33 )MLN) TEKS SELF-DRILLING SCREW THRU 0.060' 1:30 SHEET _Tr HINGE ANCHORS I" LUM.1'6375 MIN.)OR ;Flu GRADES pffS SELF-TAPPING I FULL 112, 1:2 1 101F 12 1/8'STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" TYPICAL HEAD ANCHORAGE tNTERtOR 1/4'MAX.SHIM rr MIN.EDGE DIST. MIN.EMBEDMENT SEE TABLE I,SHT 11 SEE TABLE 1,SHT 11 19DOSW44THAVE. CONTINOUS DBL 114"BEADS OF SEALANT OCALA,FLORIDA 34474 AROUND PERIMETER AT ALL INDICATED 7/7 WWW.CWS.CC SUBSTRATE BY OTHERS POINTS BETWEEN FRAME AND SUBSTRATE SEE TABLE 1,SHT 11 MIN.EMBEDMENT BY INSTALLER. SEE TABLE 1,BHT 11 MIN.EDGE DIST. A SEE TABLE 1,SHT 11 8700/10150 PVC INSTALLATION ANCHOR S%MNG DOOR PERIMETER SEALANT 1/4"MAX SHIM SEE TABLE 1,SHT 11 IMPACT BYINSTALLER INSIDE AND OUT P owo w r 00 ci z w-10 <rzw w zoz w——�- CONTINOUS DSL IW BEADS OF SEALANT 0 — C>m LL 3A—��--?: AROUND PERIMETER AT ALL INDICATED INSTALLATION ANCHOR Z z=;E< W 0 o POINTS BETWEEN FRAME AND SUBSTRATE SEE TABLE 1,SHT 11 0 01--ocs =��w BY INSTALLER. Q L)m z D.P 0)D. Z 00 < —Zoozo,o ow— �-Z'6 PERIMETER SEALANT BY INSTALLER wo Fri—nr— u INSIDE AND OUT 0 0�7>-:2$:0 m PERIMETER SEALANT EL Q:coowm u z Go uj o-,w BY INSTALLER SUBSTRATE BY OTHERS a.0 ;j CL cc 0 INSIDE AND OUT 0 (L X G SEE TABLE 1,SHT I I /�Rl cc ul 3:w \��2 TYPICAL JAMB ANCHORAGE CL w ONTAL SECTION 0. MIN,EMBEDMENT "JON111", SUBSTRATE BY OTHERS SEE TABLE 1,SHT 11 Ott gomw 191p • SEE TABLE 1,SHT 11 NgIt,?Z;,!" '-. MIN.EDGE DIST. SEE TABLE 1,SHT 11 C VERTICAL SECTION 12 TYPICAL SILL ANCHORAG!..)l .......... 912212017 LUCAS A.TURNER,P.E. FL UE#58201 1239 JABARA AVE. NORTH PORT,FL$4288 PH.941-381I-1574 SHEET DESCRIMON; INSTALLATION DETAILS SIDELITE DRAWN—Or. DATE: ADE 09/08111 '5W 0—#. REV.: CWS-641 C SHEET 1:2 12DF 12 Florida Building Code Online Page 1 of 2 al!+ rly Y.•..,l r.h^l:" ""!lF.Y"�i'J, '�ptl�l a,9 Ati�- 'I:;�t.,�l eta:'rltds:ts yr._ . BCIS Home Log In I User Registration Hot Topics<� Submit Surcharge I Stats&Facts Publications FBC^Staff I SCIS Site Map I Links Search a uct ai--��j USERPumiAp�roval r u db . Product aonroval Menu>Product or Aoollwtlon Search>Application List>AppflcaUon Detail r•t: FL# FL16177-R2 Application Type Revision Code Version 2017 Application Status Approved I Comments Archived. G Product Manufacturer Custom)Window Systems Inc. Address/Phone/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 34474 (352)368-6922 Ext291 jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala,,fFL 34474 (352)368-6922 Ext221 amonteverde@cws.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered'Architect or a Licensed Florida Professional Engineer 13 Evaluation Report-Hardcopy Received I Florida Engineer or Architect Name who developed Lucas i.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 CAI Validation Checklist-Hardcopy Received Certificate of Independence FL16177 R2 COI EvalReyort812C.odf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA/101/l.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 htip://www.floridabuilding.org/pl•/pi_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh 10... 12/14/2017 Florida Building Code Online Page 2 of 2 J Sections frT the Code J J J Product Approval Method Method 1 Option D Date Submitted 09/28/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window. Limf s of Use Installation Instructions Approved for use in HVHZ:Yes FL16177 R2 II CWS-812C.Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+70/-70 Evaluation Reports Other:SH-8100 PVC Impact,no sill anchors required. FL16177 R2 AE EvalReoort812C.Ddf Safety glazing required on outer lite above 30 ft.in HVHZ. Created by Independent Third Party:Yes Glass complies to ASTM E1300-04. Back Next Contact us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850.487-1824 The State of Florida is an AAJEED employer.Coovrioht 2007-2013 State of Florida.:;Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mall address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The mails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQQwtDgvyf4ngAXh 10... 12/14/2017 1239 Jabara Ave. IT RNER North Port,FL 34288 J J EJ ENGINEERING& J J Ph. 9 1-380-1574 CONSULTING,INC. FBPE C.O.A.429779 Evaluation Report 812C August 29, 2017 Product Description: Series 8100 PVC Single Hung,Large Missile Impact,51 7/8"x 61 3/4"unit size, +/-70 PSF,no anchors in sill Manufacturer: Custom Window Systems,Inc. 1900 SW 44`h Ave, Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 6`h Edition(2017)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-812C,signed and sealed by Lucas A.Turner,P.E. 3) Test Report NCTL-210-3815-1 A,-2,and-2A,by National Certified Testing Laboratories, Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201/202/203- 94,ASTM E 1886-02/04/05, 1996-02/04/06/09,and AAMA/WDMA/CSA 101/I.S.2/A440-08 4) Supplemental Calculations to support CWS-812C,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-812C. Limitations of Use: This product: o May be used in O/X configuration in sizes and with max. glass DLO heights as shown in CWS- 812C Is impact resistant and does not require the use of shutters o May be used in the High Velocity Hurricane Zone o Requires 7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite(Tempered required above 30 ft in HVHZ) —Air—5/16 Laminated(1/8Ann-.090PVB-1/8Ann)inboard lite e Requires Kuraray(Dupont)PVB Interlayer per Miami-Dade N.O.A. 16-1117.02t o Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 17-0206.10t t I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6`s Ed.(2017)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. 111{lllif)1 1��f� Lucas r N� 58201 ':`� Turner 's 2017-08-30 :9= SPATE OF 16:11+20:00 0, .,Al ,:�`�, 8/29/2017 R Lucas A. Turner,P.E. ONA� ��•'��, FL PE#58201 �f»Plllllll� GENERA SINGLE HUNG - LARGE MISSILE IMPACT 1.THEP PRODUCT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION 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,FLORIDA 34474 IN ASTM E 1996 PER THE FBC. WWW.CWS;pc 2.GLAZING OPTIONS:(SEE SHEET2) 53118"MAX.OVERALL FLANGE WIDTH 8100 PVC 3.CONFIGURATIONS:"O/X". SINGLE HUNG 51 7/8"MAX.UNIT WIDTH 4,DESIGN PRESSURE RATING: IMPACT 47 11/76"GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS TABLES ASTM E-1300.04e01/09. q POSITIVE DESIGN LOADS BASED ON,TESTED.PRESSURE,WATER Z Q � ASTM E 1300-0de0l/OINFILTRATION TEST gRESSURE AND GLASS TABLES ¢ W J o ¢w o w -- -- - w ZO? --� 63" I 5.ANCHORAGE:THE 33 113%STRESS INCREASE HAS NOT BEEN USED .@ a W Or w MAX, - -- IN THE DESIGN OF THIS PRODUCT.SEE SHEET FOR ANCHOR Z x.M< g OVERALL I FI DETAILS.WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 0 O I-O Lj 4 2�o FLANGHEIGE ANCHOR CALCULATIONS. z Z��Z Z H.�cn ® O N Z=U- B I B GLASS 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE ¢ F--vLL, O O o Z oLoss NOT REQUIRED. 4g O�P r O I I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w O w u)i oo w rn w 61314 1 I 1 USED AT FIXED MEETING RAIL AND JAMB. D: z y W O_1 M I- (L IL o 0)MAX. p W�O 0.x 2�' HEIGHT UNIT 8.SERIES/MODEL DESIGNATION SH-8100. a F d a to 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: „rLrr�r�rrryrr� —7 1 I X=OPERABLE SASH,0=FIXED SASH +` 10 PpGEE 3• 30 3116" I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR O• 4, •,Lfiy MAX, 26 718" LOCATION. v No 58201 :11 SASH `, I GLASS HEIGHT Z{ I .k I •f ///��` g 11.EXTERNAL WEEP SLOT=114"x 1-1/4"LOCATED 4"FROM BOTH ENDS. 6 SLATE OF :•�� 4 I 1,40/0NA --�-- - LucasTurne A q r 6 45 1116" 2017-09-22 GLASS DLO 13:36-04:00 9/22/2017 48 318" MAX.SASH WIDTH LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET pESCRIPTION: GENERAL NOTES AND ELEVATIONS TABLE OF CONTENTS DRAWN BY: DATE: GENERAL NOTES&ELEVATIONS DESIGN PRESSURE BAT 06/18112 GLAZING DETAIL..:..............................2 MAX. UNIT SIZE IMPACT RATING p Ga: SECTION VIEWS.................................3 RATING EXTRUSIONS&B.O.M........................4 CWS-812 C ANCHOR SCHEDULE&NOTES.........5 51-7/8"x 61-3/4" +/-70 PSF LARGE MISSILE IMPACT SCALE: SHEET INSTALLATION DETAILS....................6 1:15 1 OF 6 1900SW�AVE. OCALA,FLORIDA 34474 WArmews.cc 8100 PVC SINGLE HUNG IMPACT z B.. < 3: 2�f o .606 O zo- z W--I- 0 718'OVERALL INSULATED GLASS 715"OVERALL INSULATED GLASS 6 z 0 F�o o''o" —118"ANNEALED OR TEMPERED 1/8"ANNEALED OR TEMPERED L) L)0�;-Z IL 0 z 5 00,—z z 7116"AIRSPACE oo&6 :) —7116'AIRSPACE z 0�j 0 tL z — 0 p— —5/16"LAMINATED GLASS 5116"LAMINATED GLASS a3: z vi a—118° g ANNEALED 116*ANNEALED Ifoww0wcow Zed0 a. ir V) .090"PVB INTERLAYER BY DUPONT r.090"PVS INTERLAYER BY DUPONT 'o I- CL X 2>- w W It(n W W 1/8'ANNEALED 119"ANNEALED CL (L QUANEX DURASEAL QUANEK DURASEAL "ItIllarts", IG'SPACER IG SPACER %*"%gOREW 4 PURFEr-T GLAZE'WORSIKAFLEXSS2 PURFECT GLAZE'W OR SIKAFLEX 552 .......... % < No Sam 14 112"GLASS SITE LASS BITE 4 FIXED LITE SASH LITE 912212017 LUCAS A.TURNER,P.E. FL gE#58201 1239 SARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS DRAWN BY: -DATE* SAT 06/18112 owo ml A—FV.'. CWS-812 c r SETTING BLOCKS PER FBC 2411.3.3.11 SCALE: SHEET 2 OF 6 Qs wIND0 W INTERIOR 1900 SW 447H AVE. 3Lti� 8100 PVC SINGLE HUNG IMPACT z z 0 q 0 9 zz pK"g to 14 1 A 66 63 1 4 3 311 54 0 z WW-K Z 1% SECTION B-B - 20ZB'26—Zm'('>6 NOTE.LEFT SIDE SHOWS FIXED SECTION VIEW, ul IS 4 RIGHT SIDE SHOWS SASH SECTION VIEW. "-o—zcd uj 0 "I>n='c,3:o LL(D w ul o W,001) Z!ECL wo 0 UJI-ow a-Mil uj a 14 39 40 8 ...... 2 3 INTERIOR 5 ol 1 9 t o • 40 TS OF w . OU- 14 53 6fiz 3 9/2212017 3 3 LUCAS A.TURNER,P.E. 1a 6 FL PE#58201 1239 JABARA AVE. 4 NORTH PORT,FL 34268 PH.MI-380-1674 3tl SHEET DESCRIPTION: SECTION VIEWS 0 AWN BY: DA El. SECTION A-A SAT 06118112 D G : REV.: CWS-812 C ALE: SHEET NOTE: ITEMS NOT SHOWN FOR CLARITY: 1:2 30F6 20,25-26,36-37;44,5152,55-66,64.67-68 PARTS LIST FRAME CORNER REM PART# DESCRIPTION VENDOR MATERIAL 31/8' -I CONSTRUCTION //J)Tff}n-IJet/d . 1 M031 Main Fr.,SH,w/Fig.,PVC,Head Mikron Vinyl I IWIIN(Y1t�YtillWiYll STEuMS 1�\](,�(/`jri 2 H-6031 Main Fr.,SH,w/FIg.,PVC,Sill Mikron Vinyl 1 15116"--{ 1 F--2 3f16' 1900 SW 44TH AVE. 3 H-6031 Main Fr.,SH,w/Flg.,PVC,L.Jb. Mikron Vinyl 2 I Or-ALA,FLORIDA 34474 4 H-6031 Main Fr.,SH,w/Flg:,PVC,R.Jb. Mikmn Vinyl 3 a WWW.CWS.CC 6 S-1577 Impact Hook Keymark Alum 4 10 8 H-6027 Sash Meet.Rail,PVC Mikron Vinyl 211116" 1 5/8^ 1 SIB" 9 H 1497 Reinf.Sash Meet.Rail Keymark Alum tits" I I/W 8100 PVC p L 1/16" .CORNER WELD SING HUNG 10 H-6028 Sash Bottom Rail,PVC Mikmn Vinyl (ALL SIDES) 12 H-6004 Sash Side/Top/Bot.Rail Mikmn Vinyl 1:a 13 S-1498 Reinf.S.B.R./S.S.R IMPACT 14 S-6064 Glz.Bd.,7/8" Mikron Vinyl PVC FRAME FLANGE-6031 PVC SASH BTM.RAIL�029 PVC SASH TOP RAIL•6027 18 S-6013 Scm.Adapt.,w/Nib,PVC,Hodz. Mikron Vinyl 19 S-6014 Scm.Adapt.,PVC,Vert. Mikron Vinyl 1 112" o w O ¢w o w 20 S-6029 Sash Stop/Filler,PVC,Vert. Mikron Vinyl 3 w Z 0 Z W——t 13r1s^ 23 FI-1699 Reinforcement,SBR Keymark Alum 718" 1 u- F W 24 P-2190 Balance BSI 9l16' 1 Z Z x�Q Lu o o 25 P3059 Sash Cam,PVC BSI Plastic Ov 0 in O�0 E N n. 26 P-3046 Take Out Clip BSI SS u --LtH}—" 1 5lB° I-1 2 1/8' 1116 FIXED MEETING RAIL 0 Z—N Z z H O in 27 P3783 Lock,Impact,PVC' Intedock 1/16" ("1 SCREWED TOGETHER WITH 2 0 Z V Uj Z::,0 0 lUl i116• OUTERFRAME Q} F-—u.2 O 0 LL O Z 28 P-4069 Keeper,Impact,PVC Interlock Zamac 1:8 ro O i= 30 P3215 Weep Co%eer w/Flap Geer Plastic REINF.,IMPACT HOOK-1112 Q cc y j rp 32 P3429 Wsip.,0.270 x.187 back FinSeal,Gray Ullrafab PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 — OLL H y 0 w rA w 37 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A.TEK 2 Fastenal Steel F w o J ~ ?—a cco rn 38 P3768 #8 x 0.626 Ph PH SMS Hub City Steel 1 5116" 9/16" 1 1/8„y 0 d - w ro 39 P-4051W#8 x 1.250 Ph FH TEK,Wht. Hub City Steel F1r2 1 1le^ y76•, I a 40 P-4264W#8 x 314 FH PH w/#6 Head,TEK,WhI. Hub City Steel o %t AOREVV 1 44 P3342 Seam Sealer,SM-5504 Schnee Ire" ie 1511s" 19 �� 10REW hl 45 P3752 Cap Plug,1/2"Hole M&M on ENgF..�Q,y 47 P3438 Sikaflex 552 or Purfect Glaze"H" Sika/Henkel 1116" PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-5014 '�;' No 58201 46 P3352 Set.Elk.,85 Dur.,1/8"x 5!B"x 2"Lg. F,Lowe Rubber PVC SASH STOP-so25 51 P3881 Temporary Lhl.(NFRCIDP) 52 P3613 CWS L61.(logo) Pro Label 53 Sash SEE SHEET GLASS 31;6 314" 1f' 14 '�O-�'•.�`L Cy P:�� 54 Fixed SEE SHEET GLASS /� 3 I g �FS�'• R �P� 56 P3281 Spacer Duraseal 13 1s/1s' I�! 1ns" 1^ 1t16" 7Li 62 P3218 Screen Frame,Horiz. Allmetal Alum T iris" �—I� �- 63 P-3218 Screen Frame,Vert. Allmetal Alum REINF.S.S.RJS.S.R.-1498 REINF.BTM RAIL-1699 REINF,TOP RAIL-1497 PVC GLAZING BEAD-6064 64 P3321 Screen Frame Comer Key Allmetal Plastic 65 P3581 Screen Cloth,18 x 16 Fiberglass Betlerwe Fiberglass 66 P3228 Screen Spline,.155 Dia.,Blk. Dapa Vinyl 67 P3029 Screen Pull Tab Summit Alum 9/22/2017 68 P3033 Iscreen Spring,SS Fl.Screen SS 70 P-3113 Screw Support for PVC T.Plastics .Nylon _..._.—_ LUCAS A.TURNER,P.E. 01 71 H-1836 Alum.Fixed Rail Keymark Alum 0 3178• 39FIL AB RA AVE.72 S b063 Co."Fixed all Mikmn Vinyl b O NORTH JABARAIL 34 NORTH PORT,FL 34288 73 S-1112 lReinforcament,Impact Hoak Keymark Alum PH.941-380-1574 74 P3541 1#8 x 1!2",Pan Head,TEK Fastenal Steel 1 5/16, 112 SHEET DESCRIPTION: LINE ITEMS NOT USED: 6arts 3^ BOM AN�EXTRUSIONS 5,7,11,15 17,21-22,29,31,3336,41 43,46,49-50,55,57 61,69 t= p o 718" v16" T.�-- F—=fi SCREW SUPPORT-3113 DRnwNA DATE: BAT 06/18/12 IMPACT HOOK S-1577 D G#: REV.: CWS-812 C scnLe SHEET NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 1:2 4 OF 6 6-MAX cm) 17•MAX.O.C.(IYP.) WINDOW SYSTEMS 1900 SW 44TH AVE. 6-MAX.(fYP.) OCALA,FLORIDA 34474 -- -- -- W W.CWS,CC rdl I SEE NOTE 2 81b0 PVC 10 MAX.O.C. I I SINGLE HUNG cr'P') IMPACT O INSTALLATION ANCHOR(TYP.) I I < Z o wwoC1 I 1 F pW0 ¢FFp W ZOZ W--t g amp}OW�m S _ li !-w ZH3� CL 4"(TYP.)J I 1 p Zw jZ-'`-1~-otn I I ¢ OZUtpZ::,1 101/� 1\ w OFy-�wuJ u�ull MAX.O.C. Fx Z hw 0-i N F- cryP') 00 WF=-O Q�.S�y � W S W 4•(TYP J JGp'-.��CEMgF.-9ycr? 4"(TYP•) NO ANCHORS REQUIRED IN SILL v No 50201 3 ANCHOR LAYOUT-(FLANGE) C� NOTES: 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 114". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT, LOAD BEARING SHIMS SHALL BE 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 6. 9/22/2017 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A 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 1239 JABARA AVE. 5.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 6. PH.941-380-1574 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. 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 CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE BAT 06/18/12 B.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. OWOn: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-812 C 9.SEALING 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), FMAANDMA 250(BOX WINDOWS),FMA/AAMAANDMA 300(EXTERIOR DOORS) 1:15 50176 L TYPICAL HEAD ANCHORAGE MIN,EMBEDMENT SEE TABLET SUBSTRATE BY OTHERS IDWSW.44THAVE. MIN.EDGE DIST. SEE TABLE 1 OCALA.FLQ SEE TABLE I lbr MAX.SHIM _RIDA 34474 SUBSTRATE BY OTHERS WWW.CW=c SEE TABLE I MIN.EMBEDMENT MIN.EDGE DIST. PERIMETER SEALANT SEE TABLE i SEE TABLE 1 8100 PVC BYINSTALLER SINGLE HUNG INSIDE AND OUT INSTALLATION ANCHOR MIN.EDGE I 'N Dr SEE TABLE S MIN.EMBEDMENT SEE TABLE SEE TABLE I IMPACT SEALANT BEHIND FLANGE BY INSTALLER IM MAX SHIM <z' CLUO 'Luac, 0 W_J2 <r,w uj zo It— a ;70�E�OW3:@ PERIMETER ETER SEALANT ui BY INSTALLER Z Z jE 2<0�W 0 0 C 0 0 '< 0: INSIDE AND OUT U 0 F-o(LjP_ C z lea,8-_7=z,=W,, INSTALLATION ANCHOR SEALANT BEHIND z oz(3wz=)O— SEE TABLE I FLANGE BY INSTALLER P--u.20OLL0 10 B HORIZONTAL SECTION__ w XOF r-I-Z U)0 CONTINUOUS DOUBLE 3116'BEADS OF 1, 0 U)0 w to III LL W w R_j w t; TREMGLAZE U1600 SEALANT AROUND Fe z xF 0. 02 PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND BUCK 13Y INSTALLER. EL:c m B I. IL ':3:w 1/4* HIM SFAtANTSEHIND FLANGE BY INSTALLER ................ PERIMETER SEALANT MIN.EMBEDMENT BY INSTALLER SEE TABLE I INSIDEANDOUT % SUBSTRATE BY OTHERS .*........... SEE TABLE 1 MIN.EDGE DIST. SEE TABLE I A VERTICAL SECTION R fi E CONTINUOUS B-,'M� E WEEN I 4 MAX.MA L E N Na 58201 MIN. EMS, BE TABLE A L MIN.E., TYPICAL SILL ANCHORAGE 0 9/22120`17 LUCAS A.TURNER,P.E. TABLE 1:APPROVED INSTALLATION FASTENERS FLPE#58201 SUBSTRATE TYPE — ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. PERIMETER SEALANT 91 1239 JABARA AVE. CONCRETE(2.0 KSI MIN —Y/1-6*rTW TAPCON 1-1/2" 1-1/8, BY INSTALLER NORTH FORT,FL 34288 HOLLOW =. 2. INSIDE AND OUT HORIZONTAL SECTION PH.641-380-1574 �WIN47P SHEET DESCRIP'rtON: 3/16'ELCO ULTRACON V 1. K,±�/ BOX FRAME INSTALLATION TE(2�85 KSI MIN.) HEAD AND SILL SIMILAR FOR BOX INSTALLATION GROUT-FILLEDQMULASRA�Wj INSTALLATION DETAILS 2X MIN.SOUTHERN PINE(G=O.SS) 3/16"rrWTAPOON 1-3/8' 718" FLANGE REMOVAL NOTE-.PARTIALLY OR FULLY REMOVING THE FLANGE, PRAWN BY.' DAY OR ELCO,ULTRACON , I fflu WOOD SCREW 7/8' Up TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: "" ' 0� 2XMIN.SOUTHERN PINE(G=0.55) BAT 06118112 16 GAUGE(0.060")MIN,STEEL STUD 010.16 HiLn KWjK_FUEXOR ITW FULL THREAD V.. 7116' MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED R V.: (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0,060" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER, CWS_S12 c 116-ALUM.(6M-75 MIN.)OR #10 GRADE 5 SELF TAPPING I FULLTHREAD — PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHEET 716 SHOWN FOR FLANGE WINDOWS, 1 6 1/8'STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125' 1:2 6 OF 6 Florida Building Code Online Page 1 of 2 $gr-;:oiiS�'•".rc,t±z;-,gip,,'.=:` .�rF J i �/: °E .��11 ��a� .J ell W. aCIS Home Log in user Registration Hot Topics Submit Surcharge 1 Stats&Facts Publications F13C Staff I SCIS Site Map Links Search Flolid2 rProluuA pproval t �c SER:PblicUser4 e�"C:tlCHas: Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL6890-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived n Product Manufacturer Custom Window Systems Inc, Address/Phone/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 34474 (352)368-6922 Ext291 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 Casement Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 13 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed 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 W1 Validation Checklist-Hardcopy Received Certificate of Independence FL6890 R6 COI EvalReport161D.odf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.5.2/A440-05 2005 ASTM E1886-05 2005 ASTM E1996-05 2005 PA/TAS 201/2021203 1994 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu4B g7NfwG9... 12/14/2017 Florida Building Code Online Page 2 of 2 J J Sections from the Code J J J J Product Approval Method Method 1 Option D Date Submitted 09/26/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/08/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 6890.1 8400 Vinyl Casement 8400 Vinyl Flg/Fin Casement. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL6890 R6 IT CWS-161D.Dd( Approved for use outside HVHZ:Yes Verified By:Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+67.5/-67.5 Evaluation Reports Other:8400 Vinyl Casement,Large Missile,DP=+/-67.5 FL6890 R6 AE EvalReDOrt161D.Ddf psf,Max.size 37"x 72".Outer lite in I.G.to be fully Created by Independent Third Party:Yes tempered when used 30 ft.above grade in HVHZ.Glass complies with ASTM E1300-04. Back F.ext Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Stat m nt::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 8S0.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F,S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here Product Approval Accepts: Ejic—i .Chid B Credit Card Safe I ':,i- �1 : http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu4Bg7NfwG9... 12/14/2017 1239 Jabara Ave; URNER North Port,FL 34288'J ENGINEERING & Ph. 941-380-1574 CONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 161D August 28,2017 Product Description: Series 8400 PVC Casement Window,Large Missile Impact,DP67.5,37"x 72" unit size with HS laminated glass, or 37"x 63'unit size with annealed laminated glass Manufacturer: Custom Window Systems,Inc. 1900 SW 441"Ave,Ocala,Fl, 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005(4). This product complies with the requirements of the 6d' Edition(2017)Florida Building Code including,the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-161D,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3673-1,-IA,-2,-2A,and NCTL-210-3674-1,-lA,-2,-2A, from National Certified Testing Laboratories,Orlando,FL signed and sealed by Gerard J.Ferrara,P.E. a. Testing Performed: TAS 201/202/203 1994,AAMA/WDMA/CSA 101/I.S.2/A440- 2005,and ASTM E 1886/1996 2002/2005 4) Supplemental Calculations to support CWS-161D,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-161D. Limitations of Use: This product: 0 May be used in X config.in unit sizes up to 36"x 72"with 1/8"(fIS or Temp.)outboard,-air- 1/8HS-090PVB-1/8HS laminated inboard glass,or in unit sizes up to 36"x 63"with 1/8"(Ann. or Temp.)outboard,-air- 1/8Ann-090PVB-1/8Ann laminated inboard glass 0 Requires outer lite in I.G.to be fully tempered when used in HVHZ above 30 ft of grade 0 Requires max.glass daylight sizes as shown in CWS-161 D 0 Achieves design pressures of+/-67.5 psf 0 Is large missile impact resistant and does not require the use of shutters 0 May be used in the High Velocity Hurricane Zone 0 Requires Kuraray(Dupont)PVB Interlayer per Miami-Dade N.O.A.#I 6-1117.02t 0 Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade NOA#17-0206.1 Ot t I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6d'Ed.(2017)Florida Building Code for use in this product. Certification of Independence: I.do not have,nor do I intend to acquire,nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. tIOREW 90 Lucas No 5S201 8/28/2017 Turner it Lucas A. Turner,P.E. 2017-08-30 STATE OF "'w FL PE#58201 16:01+20:00 CASEMENT - LARGE MISSILE IMPACT GENERAL NOTES: '/`�('�'fJJ) 1.THE PRODUCT SHOWN HEREIN fS DESIGNED AND MANUFACTURED WINDOW SM EMSO TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1900 SW 44TH AVE. 3s 1ra^ EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ) OCALA,FLORIDA 34474 MAX OVERALL 38 114" AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS W ww•CWS.CC FLANGE WIDTH MAX.OVERALL FLANGE WIDTH DEFINED IN ASTM E 1996 PER THE FBC. 37' [—UN'T37" WIDTH UNIT WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) 8400 PVC MAX. EMT SASH WIDTH MAX SASH WIDTH 3.CONFIGURATIONS:ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR CASEI CT RIGHT. IMPACT 4.DESIGN PRESSURES: I ———————— — -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND < n w p o I I GLASS TABLES ASTM E-1300-04e01/09. z w�0o a z w -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER w z O z D_k z 1, INFILTRATION TEST PRESSURE,AND GLASS TABLES o w S' O 731/4" I I - ASTM E-1300.04e01/09. z z x MAX. -- - O OI-OV�w�� FLANGE I I I 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN o z ?Z�j y I I 6a 114" I MAXI I THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR INSTALLATION O uS Z O- HEIGHT I I OVERALL B I I I B DETAIL.WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD } 1=3 0 M O O p z HEIGHT I \ I ANCHOR CALCULATIONS. Q w"�y?�o� I I 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE w w n w 0 0O F I I I I NOT REQUIRED. 1D. z=a O 5 V1 �{ O UI L-O w x IY ul 72" I e I 651 5 663" I />\ I I G� 7.ALL FRAMES AND VENTS FULLY WELDED. a D- �'a MAX I HEIGHT I . I UNIT DLO HEIGHT iUNIT DLO 8.SERIESlMODEL DESIGNATION CA-8400. I I �Py�\GENSF Pya'. 9.THE DESIGNATION X STANDS FOR THE FOLLOWING: e 61" I , I I X=OPERABLE SASH t No 58201 ": MAXI I I SASH iI 10.SECTION C ALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILARenx. A LOCATION. STATE �OFP �1a7SASH = HEIGHT Des 0 n i \2`� I I ———————— 3D,A LucasTurne 6 30 vz RIGHT HINGED-SHOW r AV2017 GLASS DLO LEFT HINGED-OPPOSITE 2017-09-22 LEFT HINGED-SHOWN LUCAS A.TURNER,P.E. RIGHT HINGED-OPPOSITE 11:51-04:00 FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING ELEVATIONS +/-65 PSF DRAWN BY: DATE: GENERAL NOTES&ELEVATIONS 37"x 63" ADE 05/05/07 GLAZING DETAILS.................................2 f'VHZ +/-67.5 PSF OWGN. REV.: SECTION VIEWS....................................3 LARGE MISSILE IMPACT _EXTRUSIONS&B.O.M...........................4 N +/- F CWS-16L D ANCHOR SCHEDULE&NOTES............5 371 X 72" SCALE: INSTALLATION DETAILS.......................6 I-VHZ +/-67.5 PSF SHEET 1:15 1 OF 6 WINDOW SYSTEMS 1900 SW 44S AVE. or-ALA,FLORIDA 34474 W W W.CWS.CC 8400 PVC CASEMENT IMPACT a z 3: az3: 718"OVERALL 718"OVERALL 1= D W O a W p W Z W J O 118"ANNEALED or TEMPERED 118"HEAT STRENGTHENED at TEMPERED w Z O Z D_—Z H o ¢rn� ow3m 7/16"AIR SPACE 7N6`AIR SPACE O 0 H C S O IX 5116"LAMINATED GLASS 5116`LAMINATED GLASS 0 U u)F D.f-rn a 118"ANNEALED VIT'HEAT STRENGTHENED Z O V'O y Z=U L) Q 44�LL2DOD.Z .090 DUPONT PVB INTERLAYER A90 DUPONT PVB INTERLAYER 4 ¢O f-H Z of QUANEX DURASEAL 118"ANNEALED QUANEX DURASEAL 118"HEAT STRENGTHENED w O U)�(O W N IG SPACER IG SPACER R Z N W cn SIKAFLEX552OR SIKAFLEX552OR a D. O w 3 PURFECT GLAZE"H^ 3 PURFECT GLAZE"H" K S K W w IL a a a 46 112"GLASS BITE 46 ( 112"GLASS BITE :.Py pµCEN•y�TGp% 13 13 O O No 58201 '9- STATE OF �411 ��4 S ONA",ri" GLASS TYPE A GLASS TYPE B zz 9/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.94.1-380-1574 SHEET DESCRIPTION: SETTING BLOCKS PER FBC 2411.3.3.11 GLAZING DETAILS DRAWN BY.' OATe MAX UNIT SIZE MAX POS: DP GLASS TYPE ADE 05/05/07 DWG V. REV.: 37"x 63" +67.5 A cwS-161 D 37"x 72" +67.5 B SCALE: SHEET 1:1 2 OF 6 WINDOW SYSTEMS 3 33 1900 SW 44TH AVE. INTERIOR OCALA.FLORIDA 34474 W W W.CWS.CC 9 22 11 50 49 -08 8400 PVC CASEMENT 15 ® IMPACT 3 1 46 18 1 18 Z Q J 41 46 O O Q C1w0 owca Q W ® 9 Q z0Zr W--t G m 1s o o�So c=OO 51 4 31 9 51 5 1 51 4 9 16 3 U 6 SECTION VIEW B-B O z 0 o z�LL v 4 2 ~r�,�,�LLy20 Oz 52 3 Q �.F}0�zc Z- FE yO�u.71W- O W � w -" 12 0. D ��a .�`` AO REW J" PNO t q4 INTERIOR Gp�?•`",GENg�GPy'. 7• No 58201 �L 40 S OL tom= 9 STATE OF :U/` 'OAF`•A'4 O R 10 5 ❑ ® 43 13 51 Q �i- 24 7 I 9122/2017 49 t� 6 — LUC FL PE#58201 P.E. 1239 JABARA AVE. 2 -- -- NORTH PORT,FL 34288 PH.941-380-1574 46 9 SHEET DESCRIPTION: SECTION VIEW A-A SECTION VIEWS ALTERNATE FIN FRAME DRAWN BY: DATE: ADE 05/05/07 FWD* REV.: ITEMS NOT SHOWN FOR CLARITY: CWS-161 D 14,16-17,19-20,25,27,32,34,37.38,42,44-45,50 SCALE: SHEET 1.2 3 OF 6 PARTS LIST 3118" FRAME AND ITEM PART# IDESCRIPTION VENDOR MATERIAL —� SASHCORNER � � 1 H-6030B FR.,CASE.,MAIN,HEAD MIKRON PVC CONSTRUCTION WINDOW SYSTEMS 2 H 6030E FR.,CASE.,MAIN,SILL MIKRON PVC Q 1 19005W44THAVE. 3 7-6030B FR.,CASE.,MAIN,JB.,RIGHT MIKRON PVC. 7132 3 " OCALA,FLORIDA34474 4 H-60308 FR.,CASE.,MAIN,JB.,LEFT MIKRON PVC a 4 5 WWW.CWS.CC 5 H-6030A FR.,CASE.,W/FIN MIKRON PVC 321/3r 0 z7132• 6 H-6008 SASH,CASE.,TOP RA MIKRON PVC �'�� — 8400 PVC 7 008 SASH,CASE.,BOT.RAIL I RON PVC U 1/1s- 8 H-6008 SASH,CASE.,SIO RAIL,HINGE KRO P C o PVC GLAZING BEAD CORNER WELD CASEMENT 9 H�008 S S ,CASE:,SIDE RAIL,LOC MIKRON PVC S-6064 (ALLSIDES) IMPACT 10 H-1592 SCREEN RAIL,SIDE/BTM KEYMARK ALUM 1:8 11 H-1593 SCREEN RAIL,TOP/SIDE KEYMARK ALUM PVC FLANGE FRAME 12 GLASS SEE SHEET 2 H 60308 �4- p w o N w o 0 13 P-3028 SET.BLK.,85 DUR.,1/8"X 7/8"X2"LG. FRANK LOWE RUBBER z w_3 o = 14 P-3029 RE EN LIFT-OUT S M Tz11132" w zOz ix F. fi ED t21/32' 7116" o I W 3 p� 15 -3195 SC C S �j _ 0 z 16 P 3195 SCREEN SPRING,NO HOLE TENSION s ]�—{a9� as O 0401 -�o z 17 P-3197 SCREEN CORNER KEY M&M NY ON 7 1Hs" 1no o z N i I-�v) 18 P-3217 WSTP.,WHITE LEAF SEAL,FRAME AMESBURY RUBBER 2 t/4• s ¢ p z O z p,0 COIL,.062 X.655 COIL,.05 X.437 I=-a 2 p Z 19 P 3228 REEN PLINE,.155 DIA,8LK DAPA L > 4�'y O =z V76' P 4491 P 4050 � r z 20 P-3281 SPACER,DURASEAL,SEE SHEET 3 OURASEAL TRUSEAL o F p j p 21 P-3342 SEAM SEALER,SM-5504 SCHNEE SILICONE w 2 N w p J m en r 22 P-3429 WSTP.,.270 X.187 BACK,ULTRA FIN;BLACK,SAS LTRAFAB PVC SASH a ? a �O v) H-6008 O w O a x >- 23 PURFECT GLAZE"H", KA S FLEX552 EN EL,SIKA a a 3. a 24 P-3539 #8 X 314'QUAD PH TEK, NC,SCREW 25 P-3581 SCREEN CLOTH,18 X 16 FIBERGLASS PHIFER 17132 17/32' A'��10RE4y)rG 26 P-3587 #8 X 1"PH FH TEK 2,SS,SCREW FASTENAL SS 27 P-3613 CWS LBL.(LOGO) � 10 � 11 �V. , R •.� 28 P-3685 CS-8400 GOLD CERT.LABEL,NFRC TAB 1 9132" 1/16„ t 9/32" 1/16" v No 582D1 :�� 29 P-3752 CAP PLUG,1/2"HOLE M&M NYLON L 30 P-3881 ITEMPORARY LB .( FRC/DP) r 31 P-3940 SNUBBER,SS,P C SCREEN RAIL SIDE/BTM SCREEN RAIL TOP/SIDE '9: STATE OF .QJ 32 P-4003 E BAR GUIDE,ROTO.HDWE. ROTO SS H-1592 H-1593 i0°F L O R iQQ G�=4u 33 P-4004 #8-32 X 1/7'PH PH,MS,SS(ROTO HDWE.LOCK) FASTENAL SS 34 P-4005 SUPPORT PLATE,LOCK,SS,ROTO HDWE. (Use w/P-0006) ROTO SS 35 P-4006 LOCK,—MULTI-POINT,ROTO HDWE.,WHITE ROTO SS 31/6• 36 P-4007 ROTO.OPERATORS(FOR LEFT/RIGHTOPEN CASEMENT) ROTO EJN 37 P-4009 TRACK&SLIDER ASS ROTO OP R.,ROTO D .,(13") ROTO 5 11/16• 3532' 38 P-0010 STUD BRKT„ROTO OPER., .H.,ROTO HDWE. ROTO 39 P-4012 SHIM,ROTO OPERATOR,ROT HDWE.(4.8mm) ROTO SASH REINF. 9/2 212 0 1 7 40KP-44031-P-41340 014 HANDLE,STD,ROT OPER,ROTO HDWE.(WHITE) ROTO I S-1505 41018 HINGES(LEFT(RIGHT FOR LEFT OR RIGHT OPEN CASEMENT) ROTO LUCAS A.TURNER,P.E. 42020 SUPPORT WASHER,ROTO OPER,ROTO HDWE.(SS) ROTO a1/2" FL JA#RAA1 43021 #8-32 x 314"Quad FH W 1 16" ead,MS,SS,ROTO OP.,ROT FASTENAL 1/1s 1 T JABARAL 342 NORTH PORT,FL 34288 44024 GASKET,R PER.,ROTO HDWE,1116" HOP o 112" PH.941-380-1574 45 TIE-BARS,ROTO HDWE.1-5 LO KPOI TS,SS B OA GT.) ROTO S 7132° SHEET DESCRIPTION: 46050 E IL- N M,5052-H32(.050 .437), D PREC S ON S A 1^47 043 STRIKE,MULTIPOINT M&M NYLON 15 BOM AND EXTRUSIONS 48 P-4146 #8 x 3 4"PH FLAT TEK,SS FA TENA SS SCREW SUPPORT 49 F-4491 REINF.COIL-ALUMINUM,5052-H32(.062 X.656),HD PRECISION STEEL ALUM PVC FIN FRAME P-3113 DRAWN BY: DATE 50 P-4641 #8 x 518"PH FLAT TEK,#7 HEAD,SS FASTENAL SS H-6030A ADE 05/05/07 51 S-15D5 RE--INF.CASE.SASH KEYMARK ALUM TWO ` REV 52 S-6064 GLZ.BD.,718" MIKRON PVC CWS-161 D SCALE: SHEET NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 2:1 4 OF 6 8"MAX.O.C.(TYP.) 12 1/2"MAX.O.C.(fYP.j- SEE NOTE 2 4^MAX.(TYP.) SEE NOTE 2 6^MAX.(IYP.) a°MAX.(T'P.) WINDOW SYSTEMS 8•MAX.O.C.(fYP.) 1900 SW 44TH AVE. 6"MAX.(TYP.) 12 1r2°MAX.O.C.(TVP.) 4°MAX.(TYP.) SEE NOTE 2 OCAIA,FLORIDA 34474 - - 6•MAX.(fYP.) SEENOTE2 4"MAX.(TYP.) WWWCWS.CC 6•MAX.(TYP.) ' � 6• I � I a�0o Pvc 10" c�O.C. I CASEMENT MAX.O.C. 6• IMPACT I / I / I � I (TYP.) 0 14 3/4" IS N W C1 Z W J O <k Z W MAX.O.C. W zoz K_-� I ` I n I I INSTALLATION \ ANCHOR(TYP,) ` OU V S2 OF U a F N d INSTALLATION a z��zz�p� \ ANCHOR(TYP.) INSTALLATION > -D-W O O 0 Z ANCHOR(fYP.) � O {- Z U vi BE pO0w OWidW It Z to w it 'O co - - - - 00 WW�'� wXwr0 6•THRU FRAME ANCHOR (L I- a D. HINGE SIDE JAMB(TYP.) 6•THRU FRAME ANCHOR ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FLANGE) HINGE SIDE JAMB(TYP.) � OREl1 FOR UNITS UP TO 37-x72• FOR UNITS UP TO 37°x 83• ANCHOR LAYOUT-(FIN) rG�! ANCHOR LAYOUT-(FIN) Q'�;�pENg•.,R 4� FOR UNITS UP T037"x 72• FOR UNITS UP T037"x63" V � F •,`Y � y: No 58201 '..1 9p: STATE OF NOTES: ffttr 1I��, 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. ` 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN 1116"IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. d N 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 9/22/2017 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A 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#58291 5.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 1239 PORT,JABAR FL 34 NORTH PORT,F174288 SPECIFIED IN TABLE 1,SHEET 6. PH.941�80-1574 S.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. 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& INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL DRAWN 6Y: L DATE B.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. ADE 05/05/07 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1,SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG e. REW 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-161 D FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS),FMA/AAMAMDMA 300(EXTERIOR DOORS) SCALE SHEET 1:20 5 OF 6 MIN,EMBEDMENT SEE TABLE 1 SUBSTRATE TYPICAL HEAD ANCHORAGE BY OTHERS WINDOW SYSTEMS INTERIOR 114"MAX.SHIM_ E-SEE TABLE 1 MIN.EDGE GIST. SUBSTRATE 1900 SW 44TH AVE. SEE TABLE 1 BY OTHERS Or-ALA,FLORIDA 34474 MIN,EDGE DIST. 114"MAX.SHIM SEE TABLEI WWW.CWSC0 SEE TABLE 1 SUBSTRATE BY OTHERS �� MIN.EDGE DIST. SEE TABLE I SEE TABLE 1 (�] 8400 PVC MIN.EMBEDMENT INSTALLATION ANCHOR 8 PERIMETER SEALANT SEE TABLE 1 CASEMENT BYINSTALLER SEE TABLE MIN.EMBEDMENT INSIDE AND OUT SEE TABLE I IMPACT SEALANT BEHIND FLANGE BY INSTALLER Vo y L ild"MAX.SHIM �I to 111rrr��IIIIZ N W O m UI OI L-T�—INSIDE PERIMETER SEALANT Z w o o ¢ Z W PERIMETER SEALANT BYINSTALLER w ZOZ a �BYINSTALLER AND OUT LL a W O � INSIDE AND OUT INSTALLATION ANCHOR Z Z M K w O U SEE TABLE O O�O d=I.-.K SEALANT BEHIND SEALANT BEHIND O U y I--Z D-I-to D" BYINSTALLER O Z Z O yFIN BY INSTALLER Z O(4)(q Z(:EE5 C HORIZONTALSECTION OLLWO O Z INSTALLATION ANCHOR 6 TYPICAL FIN ANCHORAGE fl w~�Z yU- to SEETABLE 1 HEAD AND SILL SIMILAR FOR FIN INSTALLATION w O(po w O w 22 a Z—a ILp,y NOTE:ADDITIONAL THRU-FRAME ANCHORS O w�� w=,� (AS SHOWN IN DET.616)REQ'D AT THE HINGE a t=- 3 a SIDE JAMB,SEE SHEET 5 ANCHOR LAYOUT. 1/4"MAX SHIM ,�0``pNOREµ.�6, SEALANT BEHIND u ' FLANGE BY INSTALLERP,y ' PERIMETER SEALANT MIN.EMBEDMENT +BYINSTALLER SEE TABLE 1 .,9 T 9 STATE OF W� INSIDEANDOUT Off. •�� C>� SUBSTRATE BY OTHERS SEE TABLE 1 MIN,EDGE DIST. L(' SEE TABLE 1 SEALANT UNDER SCREW HEAD BY INSTALLER A VERTICAL SECTION 6 TYPICAL SILL ANCHORAGE X� �a 9/22/2017 TABLE 1:APPROVED INSTALLATION FASTENERSLJI LUCAS A.TURNER,P.E. PFLANGE SUBSTRATETYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201 CONCRETE(2,0 KSI MIN.) 3116"fTW TAPCON 1-1/2" 1-1/8" 1239 JABARA AVE. PERIMETER SEALANT NORTH PORT,FL 34288 HOLLOW OR GROUT-FILLED C 7 N 1" 2" BYINSTALLER CONCRETE(2.85 KSI MIN.) 3116"ELCO ULTRACON 1" INSIDE AND OUT PH"94-rION: 1574 p HORIZONTALSECTION SHEET DESCR ON: GROLMFILLED - 1-14" 2-112" 6 BOX FRAME INSTALLATION ZX MIN.SOUTHERN PINE(G=0.55) 3116"ITW TAPCON 1-318„ 7/8„ HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: 16 GAUGE(0.060")MIN.STEEL STUD 910-16 HIL71 KWIK-FLEX OR RW FULL THREAD, UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 05/05/07 FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7l16" -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED Dwo a: FLANGE I!B"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF TAPPING I FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-161 D 33 I STEEL KSI MIN,) DRILLING SCREW THRU 0.125" 7/16" ( -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: SHEET FIN 6 OF 6 2XMIN.SPRUCE-PINE-FIR(G=0.42) 48 WOOD SCREW 1-112" 7I16" SHOWN FOR FLANGE WINDOWS. 1:2