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HomeMy WebLinkAboutPRODUCT APPROVALJohn M. Foster - Architect Member - American Institute of Architects - LEED AP 11205 Ridge Ave. Fort Pierce, Florida 34982 Florida Reg. No. 8511 Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Ft. Pierce, Florida 34982 Sedona Multi -family project - Building 14 3186-3196 Morning Dew Lane Permit # 18-02-0531 October 31, 2018 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED SYFIELD INSPECiORrOg THAT MAY pE NECESSARY IN Ono s9gIPLY WITH ALL APPLICABLE CODS®, Revision to Florida Product Approval for horizontal rolling windows : RF�'FO 140p . 0 P6% 4 LODep ��%B.. Custom Window Systems, Inc. #HS-620 vinyl frame, horizontal slider "XO", non -impact rated, insulated windows may be substituted for the PGT window presently shown on the issued Permit plans. U value = 0.33, VT = 0.45, SHGC = 0.19, infiltration < 0.3, Design Pressure =+50 (-) 75 psf. Note that all of these specifications exceed the requirements of the ASCE 7-10 and the Florida Energy Efficiency Code documents already submitted. If P"_t�P' E OF RC Zfin D/l Fosier rR 00 851 ARC regarding this revision, please contact me as listed above. g� %3( ST. LUC OUA"rY EU1LDr-C- r H v ^ti RFVIF.NVED FOR C IAIi F REVIEWED BY $� DATE PLANS AND ISERINUT MUST BE KEPT ON JOB Ci::.\'D —NSPECTI0N NVILL BE y1ADE. File COTM Florida BUitdirig Code Ohiine 10/31118,.4:02 AM pr'Product ASER: Publ Approval Ic use( Mwiutt Amroval Men >.pretl ,ctor Anal' r. a +ten SKM1;.YgpQileatlon LISt'>.Appllt§Bdn�0eta11 FL #tg, Li7355-K3 Application Type _ Affirmation CodeiVersion ;2017 - -- ,Application Status Approved. comments. Archived Pmduci=Manufacturer,'- Address/Phone/Emaij Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Represehtative- Addres5/Phone/Email Category Subcate0oiy'- Compliance: Method �Certiftcatfon Agency Validated By uemnep oy om -window Systems Inc.. 5900 SW 44th Avenue Ocala, FL34474' .(352).368-6922 Ext291 jiathiopiptws:ce- Kevin Pine kpine@cws'.cc Erin Koss 1900 SW:44th Ave.. dcala, FL 34474 (352),368.6922. EXt 291 ekoss@cws.cc Jay Lathrpp '.1900 Sw44th.Ave, Ocala, FL 34474 (352). 358-6922 Ext 291 jlathrop@cws.cc iradows orizoptal Slfder Certification �Mark:or Listing Keystone Certiffcatlpns, Inc: Steven, M. Urich, PE Validatlgn-Checklist = HarOmpy Received E1300-04 101jI:S.2/A440=06 gt� e�.erLusEa Vear 2008 2004 https:/itioridabuildingorg/pr/pr dti.aspx?paramawGEVXOwtDgsRyNwiNWOrY%2tjtGx8T0FNwXK dLPP$JPIX lI%2bug%3d%3d Page7 Of `FloriQafWlding Code Online i 10/31118, 4;02AM ZI affirm that there. are:no"changes In the new Florida Building Code which'affect my product(s) " and -my produclt(s) are in. compliance with the new Florida _Buudiug Code. Documentation from approved Evaluationor Validation Entity KK Yes ONO N/A Product Approval Method DailelSubmitted" DateXalidated Date -Pending FBC Approval bate Approved Summary ofproducts Method 1 Option A 09/14/2617 09114/2017 09/15/2017 FL# Model,:Number or -Name. Description' 17355d- HE;7620Viny1 MorizontaiSliderr XO I HS-520 Vinyl- Horizontal Slider X; Oe Nbn-jmpacty Limlts.of Use. - - Certificatiop Agency Cert ficate Approved for use in HVHZ:'. No F4'j7355 R3 'C CAC CAR 138h315:odf Approved for use.autsida HVHZ: Yes FLI1355 R3 C C4C CA"138 1"316 tsdf Impact, Resistant: No FL17355 R3 C. CAC CAR i38-1334.vdf Design.Pressurep N/A; Quality ASSu-rance Contract Expiration Date Other Max,slzes. 74" X 63" and 74." x 72s. See installation details for Cps'. Glass.complies�with'ASTM E1306-04. 10/16/,2018' .Installation Instructions FL--17355 R3 II CWS1031A (HS•620:. Xdl.odf Verified By: Lucas A. Tunfet-PE-58201 Created. by.Independent Third:Pariy: `Yes Evaluation Reports ELI.7355 93 AE_EvalRep CWS-1031A IHS-620, XO).odF Created byy:Independent Third Porty::Yes 17355.2 HS:-6x0: Vinyl Horizontal Slider XOX HS-620 VinyPHorjzontali511der )MX Nunrimpaa. Limits of Use Certification Agency Certificate Approved for use, in HVHZ: No FLIZ355 R3 C-CAC CAR•138-1342 odf; Approved for use. outside HVHZ: Yes. EL17355 g3_C,C6C_CAR 138-1342.bdf Impact Resistarib .No Quality, Assurance Contract Expiration Date Design Pressure: N/A .03/30/2019 , Other: Max. sizeAl1" x 630. XOX 1/3-1/3-1/3'and 1/4-1/2- Installation Instructions , 1/4. See installation' details for DPs. Gtasscomplies with ASTM FL11355 R3-11' CWS"-1067�LH5 620. XOXl-oGf E1300-04. Verified ByI: Lucas A, Tumer'PE-58201' _ ...... Created, by IndependentThhd Party: Yes Evaloation Reports FL17355 R31 AE_KvalReo. CWS 1aG7 IHS=620. XOXLodf Created by IndependeptThird Party: Yes:` 17355.3 HS-520 Vinyl HorizontahSlider XX HS-620 Vinyl: Horizontal Slider,.JfX, Nqn-Impact.. Limits of Use, Certif;cation,Agenry Certificate_ Approved for use in HVHZ: No FL17355 R3 C CAC CAR 138-132&odf Approved for use outside HVHZ:-Yes— - --- -FL17355- R3" C. CAC CAR .138-1329.odf _ Impact Rosistant:.No FL17355 RC CAC CAR,, 38,1532.pdf Design pressure: N/A FL173SS R3' C CAC ..CAR 138-2333.odf .Other: Max. sizes: 74" x 63" and 74" x 72". See Installation Quality Assurance'Contract Expiration pate detail for OPS. Glass compiles to-ASTM. E1360-64. 12/10/2018 Installation Instructions PL17355 II CWS-1059.(HS-620.1XX);odf :R3. Verified By: Lucas A. Turner PE56201 Created.. by Independent Third Party, -Yes - Evaluation Reports FL17355 R3 AE EvalReo S 1053 fH5.fii0 �.pdf -Created by IndependentThfrd Party: Yes https:llfloridabluilding,plglprlpr_app dtl.aspx?param=WGEVXQWtDgsRyNwINWDrY%2btgx8TDFNwhGlKdUdLP14KcHgrX911%2bug%3d%3d .Page 2 of 3 HORIZONTAL SLIDER- NON -IMPACT TABLE,OP"OON7!EN�+^% � GENERAL NOTES& ELEVATIONS-1 'DP CHARTS B GLAZING] DETAIL T SECTION VIEWS ........ 3 EXTRUSIONS& ANCHLppSCHEDULE&NOTES _.:5' INSTALTATIONDETAIL. GENERAL NOTES: I. THE PRODUCTSHOWN HERE W IS DESIGNED AND MANUFACTURED TO'COMPLY WITH THE fLQRIDAuDIUDIN0 CODE (FBOLICORRENT EDITION'.. 2. GLAZING OPTIONS`_(SEE SHEET2) 3. CONFIGURATIONS; -CV"ORaXO`. 4. DESIGN PRESSURERATINGASEE SHEET2): -NEGATIVE DESIGN LOADS UASED ON. TESTED PRESSURE AND GLASS TABLES ASTM'E=1360-04'. POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER :INMLTRATION TEST PRESSURE AND GLASS TABLES'' ASThi E:1300,04. BEEN USED 8. SERIES I MODEL DESIGNATION HS-620:. 9; THE DESIGNATION )(AND 0 STAND FOR THE FOLLOWING'..- X. OPERABLE SASH.O'e.FIXED SASH 10. SECTION CALLOUTS APPLY i0 ALL ELEVATIONSIN A SIMILAR LOCATION 11 EXTE,flNACWEEPSLOT.E>18 z&V8^LOOATED 4112'FF}OM. BOTHENDS .,. . V MA)(.,UNIT"' 2011 MTG, RAIL DESIGN PRESSURE kiATING j'MPACTIOATING- 79x 63" NO _ ;SEECOMPARATIVE ANALYSIS CHARTS, SHEET 2 NUNS - Lucas A. Turner zol6:oa�� z:fi�-dd:oo 620 PVC HORIZ, SLIDER NOWIMPACT No 58201 STATE' OF, {.UCASA iLIRNER, P,E, FL PE ? 582D1 If{{ 1239 JASARAAVE. NORTH PORT. FL 34288 PH.941-;1wl0. 14 GENERAL NOTES: AND OVAT01 Y:25 A FLANGE WINDOW DESIGN P.flESSUflES FOR EQUAL 9PLIT'OX" or "%O"WITH GLASS�TYPEB'0. S, C� OR'.6 bhiw I UAitiblght Width 35112 091/243IQ 47412 0 -tip S&1,2 59112 63 Wlri �r+'q 39112 a50 q75 +50/.=75 +SO-75.... +50 JS'.. +50 A5 �:.+Sb/-76 a5D .75 -+50 45 In9�{O �SWg3TH AVE: 43 /2 a /75 +SO/,75- •+50 75':: #501-75 +50 -75 +50 -75 - +50E-75 ;+50f 726 I : OOALA,ws.to A.3id7A. +50/-7S +�/-75 .t50 .75. +50/7S +50/'•75 +50/702 .+50 -56.5 71s° OyERA1 7$ OVERALL WWW.OWS.00 S11/2 +50/-75 +50/:-75 a50 75 +50 -75 + -75. +50/-74 +50/-575 450 -621 1/8' ANNS4ED --•-^ IV TEMPE'AED S IY2 +50/-7 +50 -75 t50 45; 1 +501.75 50/- +50/-71.3 +5D -6S +50 -604 9118"AIRS('ACE I[ W16' AIRSPACE 620 PUG 2 +50/-7 +50/45' 4501.75 ' +50/.75 + +50/-68:1 +50.62 '+SO47.5 10 ANNEALED I .n- 1V TRiPERED HORd..SUDER _ 63 U2 ♦50/-67.9 t50/-67.9 +50 +67,9. +50/-679 +50/.67.9 +50 -65.4 501-59.4 s50/,55 p NOH=IMF%AGT 67 YP4 +50/-60.1 +50 -60.1. +50/.601 i +50.--60.1„ +50-601 +S0 -60,1 +50 .57.2 +SO .52.9 SINAFLEX5520R: SIKAFCEX 652 R +50/-53:6 .ASOf^53i6' +50133,6" +50 /-53.6 t50/•535: - +50 -53.b t50/-53.6 +SD 31 30 PURFEOTGLA2E'"Hr 36 PURFECT GLAZE'H^ 74 t50 -50�1 a50/-50' „+50/•50.. I +$p' S0 +50/-so t50 -50 +50'/SO +50/'Sp -- _- _�_ N ,_... ` 6/8' GtABS BITE 5'8't-GLASS li14E .0 q .'. .BNWINDOW DESIGN PRESSURES FOR EQUAL SPLIT."O%" of "XO" WTH GLASS TYPES A, B. 0 OR D Unit ... Unit Height .. .. x W VfIdM 3612 3917E 431/2I 47 il2 �. 51 R2. -= 554/2 59112 63 ' N 39, V2 +50./.75 +50:.75 450/-75 1 +5p -75 .: +$0 ,-75 +SO/-7s t50 -75 +SO -70,6 I: ,O ,43112 +�/-75 +SO 75 +50 475 +50 7s +50/45 +50/75. - +50 70:1 •65:a '' y 47 MR a5D 75 +Sp .-75 +5p/45 +SO/-75 +50 -75 - asp/-71.5 +50 '-65:5 450:61 Z> 6Ta/2 +50 -.7 " +50/-75 +50/75 ' t50/-75. +50/-74.y 450/-6TS #6DE-61.7 +501-57.4 YZ p Q 55112 +50/-75 +50 •75 ..450E-75 +50 -75.. +50E41 +50/=64.1 t50 -SBIfr. +50 =55.4 �: 6: 591/2 +50/-69.6 +50/-69.6 #50 69:6 +501-69:6 t5tl -68 t50f.'61.3 rS0/-55.8 450 -SLS g3122 +50t,6L1 +50..614 +50 61'4 ",+50 -611 i "350 -61.1 -'.+50 -59.9 +50 53.5 #49.5 -49,5 GLAS$TYP 677/2 +5p/-541 'KO -54:3 +501-Sa-Y -, +50 ,34.1 +50 -541 .: a50' -5a-1 650 -SLS t47.6Y•47-6; - ;', `� �. +4&21-4&2 +4&2 ..AST 148,2 -4&Z d49.21-48.2 ;: +4&2/a&2 '+4&21.492; +4&2/-48.'2 .a45,9/-a5'.9- Pw, OVERALL : '-11WOVERALL 74' +45.1 -4SI +a5/.iaS. +65 445 -45[::��Vffi�,ANMEAffr) - - 3216" TEMPERED 4T >/Ir Al9SPACE 7116'+ AiFfSPAOE S011011 *0i. �SOREFY lb♦i RNORFLANGEWINDOW WRH2lI111dSQRAR FEW 0E.4KN PRESSURES FOttEGOAL SPLfC"p9('ot"pD"W(fH G1A5$T1pEa CORD it6 ANNEALED 3/16'TEMPERED �S=yr1O�M$'.&I 'ory SIKAFLEI4S520A 60CAFLE%5$2 QR "•�yy�v'r l' '.5+ UOit - IlnilHeSgb1 36 PU,(jFEQT GLAZE it' PURFEGTGLAZE'H' t'+5� No 68YG1 L ti • Width 35"I/2 39112 431/2' 471/2 5147Z 55112 69'1/2 634/2 611/2 72 yTi * 31 391/2 +501-75 +50 -75 t50/45 +50'-75 +50/-75 '+50/-75 t50/75 +50/-75 4501-75 +501.75 pro' 43112 +50/-75'. +50/45 '+50 -75 +50/-.75 +50/ 75: '#SD <75 +50/-75 +501-75 =450 -75 +50 -744 &V G C5 BITE 5/6°Gi:AGS BITE' L9O5 STATE 4F 4�1 . 471/z +501.75 +50/-75 ,+50 ,75 +50/,75 +50 76 51,75 �A50/-75 +50 -75 +501-749 +�/-693 �y'a1'q'oL 9"f♦�i 51 V2 +50/-75 .+50/.75: +50/.75 a50 75 +50.•75 +50175 +SOf 75 +501.75 F50 70:4 +50 -650 ".' +'�ly$�......'`',e:Q,y: 411 55 1l2 +50 /:75' +50 . 75 i50/-75 +507•75 +50/-75 t5D -7$ +500 -75 450E-7L9 +Sp/465 +50 -614 7NOAMA\V 5911/2 +50/-75 +501-75 •+ ->5 +50/.75 +50 -75. 4W/,75 +S0174,6 +50 -68,4 +50'-BL2 B3'i!2 +SOf =G7:4 430E 67.9 450E-675 t50 _+67.8 't50 r6T9: #Sp -Si9 +50%b7.9 +501-65:5 450 760A k50Mfl."2 ,,671l2vi0 r601' 45D/t601 +50'.a601 +50-fi0.1 +50 -60.1+50 a601,150/-fA1:+50/:BG:1. +50/"57.9 I)11/2 +50-53.6 +50/-53.6 +SD/•53.6 +`A/^53.6 u*OK•53:H'+50 -536 +50/-53.6 +50�-53:6 +50/-53.6 +50.. ; .'L'UOAVA. TUHNERf PE. 74 +so -50.3 +50 50 :+50 IC +50. 150 +50 -5D +50 •50 50.-50 #SO -50 fi50'+50 +5.. PLPE#58201 1z3aasAY+aAy t iroR,TH POF,, T, L az�a9 " GLASS TYPED GLASS TYPVD PR, H4'1A38t 16T4 DESIGN PF��%U)3E . ' RT$EAND l`AI6LAtNG• 'EMK. D'9T2.i7i4 NOTE: GNfS1A3t A IFS12E:`INTENDED ISNOTSROWN; USENEKTLARGER,1 , $REFS Ram" ,SECTION VIEW A -A ITEMS NOT'Stf6WN FQRCLARITY. 7-8, 10.12, SFCTIONview'" ALTERNATE FIN FRAME INTERIOR ,SECT ON VIEW D.) qrG R 1��E FP40EM5qT(2Qfl) K, OURED fUVT4EIGM ABOVE de 626 PVC KORIZ. SUPER NOWIMPACT 08TATv4'v 14 . ag 4 OF 6f6 NoRTux T�FLZ41�88 SECTION VIEWS ur A �r PAJP FMk, , , V2914 wF—;KvF— wSiosi A www,.Cws,co fr? sIG ODANERWELO 620 PVC A %?ES H2O�17— $QOER PYQTOPATM RAIL -H�614,0, ,lie I PVC INT§RwCK RAIL - WPJS$ PVC DRAW RAIL- 6139 ALUM INTERLOCK- S-2029 PVQ-�LAZOOWD-S;$j41 — Is'lo WIT, ALUM REINF. - S•2043' ALUM REINF. -S-2044 e . �fghe for A,LuM,RdLLtR TRAck - 5.mli ALUM W OeINF, -S,201) ALUM REINF,-8.20p5 Auw,i4FjNp, - S-200,4 zna !PVC COVER - P-soo m A _I ANCHOR LAYOUT -(FLANGE{ ��V// NOTES: B.INSTALL ONE'ANCHOR AT EACH WSTALLATION 2. SHIM AS REOAT EACH INSTALLATION ANCHOR .ANCHOR LAYOUT- WINY NOTE THRU FRAME ANCHORS Q MTG RAIL BE 124:.JISESHIMS WHERESPACE GREATER THAN 1716° IS PRESENT.. LOADDSEARWG SHIMS SHALL.BE 620'RVG HORIL SLIDER NON -IMPACT 56201 i 3. ANSJiOR TYPE�SQE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS; SEE TABLE -1� SHEEP®. 4=2015 .4. ALL INSTALLATION ANCHORS MVSTSEMAOE OF CA PROTECTED WITH A CORROSION RESISTANT MATERIAL OIi COATING DIS$IMILARMETA,LSORMATERIAI.SW CONTACTWITHPRESSURE TREATED W006 MUST rNOM CAS A„T7JRt}1ER, P„E: BE.PROTECTED'YO'PREVENT REACTION. m I - flpE'1�5@20j 235 JABARAA E> A„INSTALLATION ANCHORS SHALL BE- IN ACCORDANCE WITH ANCHOR MANUFACTURERS.INSTALLATION INSTRUCT,IONS.ANDANCHOBS SHALL -NOT BE;USEDKSUBS7RATES WITH STREHGjHS LESST}WITHE MINIMUM PORT, FL 34288: SPECIFIED IN TABLE'(, SHEETS. S. PH, 4_080467 , 6,ANCHOREMBEDMENT TOSUBSTRATE $HALL'HEBEYOND WALL DRESSING OR;STUCCO. FOR CONCRETE/CMU OPENINGS, E SEDMENTSHALL BE BEY,ONO WOOD BUCKS, (FUSED, IWO.SUBSTRATF -lXBUCKS ARE 'OPTIONAL: 7.&. NIHIz{UMCENTER-TPOENTERSPACINGGHACI.EEMAIWJAWEDBE1WEEt°IA!LP¢$TENERS:3°FORMA$ONRY;'I°Fpj)SNpDD ANDN}F�[AL, 1 S. LOADS'TDYHESTRUCTURE I EMK- THE REFERENCE DOCUMENTS A 4 PERIMETER SEALANT- BY'INSTALLER INSIDE AND OUT ZACANT.8EHIN0 FLANGE By INSTALLER 1 SEAilu3TEEHIND FLANGE By INSTALLER TYP;MA EAD ANCHORAGE ;..A .NERTIOALSECTION,. s TYPICAL.SILLANCHORAPE' MAX SHIM. MAX SHIM INSTALLLATIO SEETABLE 1 %q1 HORRONTAL SECTION. & TYPIC"IJAMB ANCHORAGE TABLE 1; APPROVED INSTALLATION FASTENERS - FRAMETYPE SUBSTRATETYPE ANCHORTYPE MIN. EMBEDMENT MIN•,E3DGEDIST. FLANGE CONCRETE(2:OKSIMW.) 3/16'ITW TAPCON 1' 1-ifB' FLANGE HOLLOW OR GROUP -FLIED CMU (117 PCF MN.) _ .. 3110- ITW TAPOON. _. 1`FLAIM 2- .. _ 1. 1 1 FLANGE.. HOLLOW W GROU6FO.LEDCMU(ASTM GOD) TRIP ELCO ULTRACON 1914' ----2.1/2' FLANGE, .. 2X MN. SOUIHERNPNE,(G-0;55)...._ pRECCO UtTRACON FLANGE 2X MX,SOUTHERN,PNE'(G.O.S5j #10 WOOD SCREW FLANGE is,GAUGE,(0.060') MW.,BTEEL STUD (03 KSI YIELD MIN) AIO-16 HIL17:KWIK:F4 XOR(RV TEKS SELFDRILLM'SCREW FULL THREAD. THRU 0.0617 7116, FLANGE 1/3' ALUM. Imams Mum.) OR: STEEL(33 KSI 1AW3 010 GRADE SSELF-TAPPING/ DRILLING SCREW FULL THREAD THRU 0-12S WIG* FIN 2XM117SOLITHERNPNE-(G-0.65j` 1#10 WOOD SCREW - 1-1t§' If2' ANCHOR RORIZONTALSECTION 6. HEAD ANDS1 LJCSRIMOIVRAW F OR FTINSTALLATION NOTE:'ADDI71ONAL THRU-FRAMEANCHORS (AS SH01AlN IN DET. A/61 RED D AT MTG RAJI: SEE SHEETS ANCHOR. LAYOUT. 620PVC ` HORIZ. SLIDER NON -IMPACT - No SB201 4. STATE 'OF 427W LUCAS A. TURNER, RE, FL PEI58201 1239 JAE(AAA AVF NQATk PORT, FL 3488 PH.841-380r 1574 'SIMILAR FORSILLAND JAMSS FOR BOX INSTALLATION %:INSTALLS. FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVIN(3TISAOCEPPHE FLANGE, UPTOAND'INCLUDIN&ABOXFAAM£APPLICATION TABLE PROVIDED: " EMK -MIN. I tr RLLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED bwaX INSIDE AND OUT, FULL'PERIMETER,BY INSTALLER. CWS-1031 - PRODUOT ANCHORAGE IS IN AGOORI)MCE WMt,REOUIREMENTS AS SKOW14 FOR FLANGE WINDOWS,- RxT— A