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HomeMy WebLinkAboutProduct Approval RECEIVED FEB 2 3 2018 MIAMI•QADE ST. Lucie County, Permitting 1 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIV SIO T(7" 315.25% F(786)315-2549 NOTICE OF ACCEPTANC rarae. ov/econom PGT Industries,Inc. 1070 Technology Drive "I L IC %me 0 North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION eries"5500"PVC Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. _01 titled"Single Hung Window Installation- LM",sheets 1 through 13 of 13,dated 05/15/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E., bearing the Miami-Dade County Product Control Section Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein, RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-I and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 15-0514.05 r+inraaonelllj Ex iratlon Date: Jul 30,2020 712 ) ✓ Approval Date. July 30,2015 Page I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 05/15/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window, prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7964, dated 11/15/14, signed and sealed by Idalmis Ortega,P.E. 2. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7966, dated 08/21/14, signed and sealed by Idalmis Ortega,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-511 Edition (2014),dated 05/15/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). Manuel a ez,P.E. Product Contr xaminer NOA No. 15-0519.05 Expiration Date: July 30,2020 Approval Date: July 30,2015 E-1 I PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (coNTnvuu) 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGlasO(Clear and White) Glass Interlayers"dated 06/25/15,expiring on 07/04/18. 3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/28/13,expiring on 02/28/18. 4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 04/16/15,expiring on 04/16/20. 5. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15,expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010 and FBC-51h Edition (2014), dated May 15, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest,dated May 15,2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.B. 3. Proposal issued by Product Control,dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon,P.E. Supervisor,Product Control Section. G. OTHERS 1. None. Manuel er z,P.E. Product Contr aminer NOA No.15-0519.05 Expiration Date: July 30,2020 E-2 Approval Date: July 30,2015 EXAMPLE FOR �RLIS NLA%.O.a RI-BR' AIICIIORAOE E DESIGN SSURE MTNO_ WACT MIRE RMIU6-RT 17W1%.P11011 Br4 BIRXY1bMAX.O'Q TN FOR ARCM�OP �� HEADER IYI. - LIJ1 ' HEADER I9 l VARE6 PER REIIFORCEIE/iT LAROEaeALUL MISSILE FOR All PRAIAEAM SI _� ]0` -T 17 Wt1. / WlNppy,•TrPE51 LEVEL.8EE 9HEET56/ MIPAGT RESISTIViT WINIXYI TYIREaI /� '� Own ---. IIIDL �- - 52-v7 Lwc.BUCK WIDTH EMQHT 10•MMX.FROM%SEE�, A•°H [,AL$, FRAME SEAMaLD AM, SPACED m ANCHOMBPER LIGHT ANCHORN PER ]NEST] ar MAx OBBNRTaO•{ � 77I N�Efl] I t7Lx ...Et"3V WJL O.C.+{ T7MRx. mac.Ea r1 tEawuv 17.Tro.rMx.as ,�� %.O.aMSEL`SPACIEDEWALY ANCHORS'ER 1TABLBBLTBt.Tr SPACEDiT�Ofl pII AHCI S.N UWIx AwNEaHT 7 — HEN3NT rwx.aG. � aa Ir X �BHOMWN EQUALLYtswuAtco.a ttouAurM(.G.D. BOUMLYtAAxaa - )A NOTCHOTALSBUYYe�- ° - BlEBLL1a®- °�--._._- 1-twNOTADETAAd LYI GErALs. BA'11AK BUCK NOM NDICN DET NOTION DETAILS, BIEEi] °MEET] 4HW3 a aF1EET ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME •� ELEVATION FOR TVP.FLANGE FRAME ELEVATION FOR TVP.FIN OR J-CHANNEL FRAME -- St_iOWNWITH EOUALA.ITE CONFIGURATION SHOWN WITH ORIEUPROVIEWODWIGURATION SFIOWN WfTH STAND' COTTAGE CONFpUR_A_TION SHOWN WITH EQUAL-LITE CONFIGURATION - — --- - PGRareiDM CuiT _> .w I4 ANGiORED TNROUOM THE NAIL-FIN ZFTeLBHFr 3�-tf ¢yELARµCN�ppwEr+SIONS FOR OTNEa CONFg11RA710N� GENERAL NOTES:SERIES 000IMPACi RESISTANT SINGLE HUNG WINDOW 1)THIS PRODUCT HAS BN DESIGNED a TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLWDA BUILDING CODE,INCLUDING THE HIGH VELOGTV HURRICNIE ZONE(HVHNZ). EE R)SHUTTERS ARE NOTREOUIRED WHEN USED INWINDAORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE]O IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY.USE CNIY WAWIMOE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE.ASTMCDO GENERAL NOTES........-__.._._.._1 CONCRETE MASONRY UNITS ANO CONCRETE WITH MIN.KSI PER ANCHOR TYPE. ELEVATION,S.............--_..--_.1 �)ALL WOOD BUCKS LESS T W:O:R'TH,'CK ARE TO BE CONSIDERED 1X INSTALLATIONS.I X WORD BUCKS ME OPTIONAL F UMT M WWT LEDD ECTLY TO SURSTtATE.WOOD SUCKS F0.ME,GLASS&ANCHOR DEPICTED AS RX ARE IAA THICK OR OREATER.IX AND IX BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK OESIGN OPTIONS.............._......._-...R AND IN5TALLATON 19 THE RESPONSIBILITY OF THE ENGIEER.(EOR)OR ARCHITECT OF RECORD,(AOR). INSTALLATION,FLANGE a S)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFIGENT LENGTH M ACHIEVE REOLRRED MN.EMBEDMENT,INSTALLATION ARCHORS EQUAL LEG9pX_........__.3 SHOUO BE SEALED.OVERALL SEAIJNGFLASHNG STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. INSTAL ATOM,INTEGRALFM 7;1N•AIAX.SHINE ARE REGUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. a J-CHANNEL.__._._....__..A 1)DESIGN PRESSURES: GLAZNG DE. LS.......__......___3 A NEGATIVE DESIGNLOADSBASED N STRUCTURAL 5CYCLE.STUCAND L&GLASS CY PEREASTM GAND DESIONPRESSURES...........-_.-.L7 B.POSNTNE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL•CYCLE TESTING AND GLASS PER ASTM Et300. ANCHOR GUANTITIEB....._.........L10 SIT ANCHORAGE METHODS SHOWN NAVE BEEN DESIGNED TO RESIST THE VBIIDLOADS CORRESPONDING TO THE REWIRED DESIGN PRESSURE.THE 3].IM%STRESS INCREASE HAS NOT BEEN USED IN EXTRUSION PROFILES._............11 THE DESIGN OF THIS PRODUCT.THE 1A LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOM.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSNKAR MATERIALS ASSEMBLY a PARTS LIST.. 12-12 SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. B)METAL SUBSTRATE TO MEET MW.STRENGTH AND THIC1 M REQUIREMENTS PER CURRENT FLORIDA SURGING CODE AND TO BE RENEWED BY THE AUTHORITY IAVNG JURISDICTION. ,Pp.u•.JHnirnPlOivD v.Y,K2 10)REFERENCES'TEST REPORTS FTL-1984 A 7188;ELCO ULTRACON NOA GR ELCO CRETEFLEX NOA;ELCO AGE-GATOR NWIAND CA;ROYAL WINDOW ADOOR PROF LES,LTD WHITE a BRONZEAIGHTER SHADES OF FIVFNv n rM L CAP COATED PVC E%TRUSION NOAS:NATOMI L DESIGN SPECIFICATION FOR WOOD CONSTRUCTION.ANSVAFaPA NDS a ALII/M/UM DESIGN RIR t 1)APPLICABLE EGRESS REWH.E IRENTS TO BE REVIEWED BY BUIL DINO OFFICIAL. . ,, b: DIFIK RVMHMNn: NDN USER INSTRUCTIONS: �l nIWN v ePFWvq I)DETERWNETHESRESPECWIC.WNDOWOPENINGSDMAvWW At- w~.; �SI01H- {F'� S)DETERMINE THE M04T SUITABLE ANClgR GROUP FROM TABLES 2011]ACCORDING TO THE INSTALLATION CO//DITIONB. No.UB70i 3)KNGMNGYOURGLAZMIO OPTON(TABLE IL WHNOOW CONRORRIATION AND SIZE,DETERMINEYWR PRESSURE REQUIREMENT FROM ASCE T. WINDOWS DESIGN PRESSURE FROM TABLES v.8.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW - OPEN1�xING EI NGOBTAINED IN STEP 1 f$ YF, GEL NERAL NOTES ELEVATION J ROSOWSKI R)DETERMINE THE ANCHOR QUANTITY FROM TABLES L11.VERIFY THE ANCHORISUBSTRATE WILL MEET REQUIREMENTS F171 1070 TECHNOLOGY DINE la4 5ON4TAPlE AIS PER SHEET OR THRV-FRAME IIISTAI TON OR SHON FROM TABLES 2 OR 3.AND T�AT ALL EET IFORmINTE NORK FN WSTKTS FROM THIS U�TIGNBT.E ARE MET. O.LS FlOR10�. j?� N.VEMCE,FL M275 (, �f SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ''Y,S/ONAI.�.A` eFrM IYnKIMNM Als NOTE:DESGN PRESSURE MTWO DETE0.MNIUTKN IS THE SAME PROCESS FOR KL FRME TYPES IJ-DHwNEL.FLANGE. NtLA]N NMP.E INTEGRAL FIN ORI EQUAL lEG90Y4 .Jea 84106 CERT.OF ALNM.#nx9e SH-5500 NTS 1 OF 13 MD-SH5500-01 TARE I:AKLOWARE GWS TYPES _ - °Mr D.rdp0m(Limed nom EMnur b Imes-- 0.0. Pm.Mw tra.M f1Er hERM hEEw Tree er) .a"S MO T7p.. �°nG ` 6h.P.• Inr4ell•tlon Opfone cul m.Y M uwd I..G Fo q oft TEM•11 (r.rE N foie no C) 0 7101 41rueMd LO.;Ur AFs1.EGr O.p•7HrM •V18'l.mind.a;(!)lWa11rA Ww Mtn 000'PVB rW.rrYee 4,5 6 0 7r La.lYWd LQ:lir TEw.Yr •7HrAir Ipw•Mir LOIAot.e; )UIr NVr A OMes NWOWBk "yar a f ....Wo 2X WRod F1-Mck•blp-•MM 3.w1k.I 7 701 lenlblGLG4 LQ:Lw A l..Mer Cop•301 AS Spowe.&1WI.GOkul•0;M lir N 7A'A 04e.01h.000'PVB W.ee7.e f 8 FkvW4 Ewd1b, SprraR.tt.. 5-10 OOMIPIaI.e ARh-Tw a TArar ft0mM...lnro O=mWCNU-Meet; 2 E ?WIarNroled I.G.:LW 7 Faoder .3W Ab Spee.YW L•nktMlt UIINNU•"AOIr AHh OWPVB f f � a(bfa0• Rrtlua�Top d°•�.......... 1X OlkWO kb OMOMW04U-.bE.13,w0m3 0 7m•L.-I.O.:tr A E10N.r •111V M B"..Mir LEeerO.d, )Lir d Mir H GIM wbh.REr s0 1 7 ....kb MOW-MEM 3,ppkm 4 t0 7 Lun od I.Q,1r T EMOK •71W AkSpw.YW LeEbrY#M UAM NIr H Ol.0 wO AW 90 7 7 ...ib 2XYVopd FmeWBllcbM►-Ekod S,ap0an t t1 7m'L•mn.O.E LO.:YN`A O1Mbr .Sr M •Yw La.eheG1.4: 33301 M tr HOYGe.No.0101 80 7 7 out EyPMW BRycl% lT p t E*GtaAR 5-16 Or11YPM11E. ARMTw a 7ogy1 NE Etw...ib OM1aMNCMU-M.O>.•pBM.2 12 /lS'L.iM.IGe L6:Yw TOtY•MW►.301 Air .WrtaHr•WW:(2)l3eed1llM0..G w0 Af01W 7 7 M) aCwtlw REdr-Tod athe Ebdm ... ix eAk"v kb LblwIMN,NU.MEM x.0. /1 lir L.ni LQ:Ur A rmbw cap V Yw M sp000•uw LEMbrMt, Lir N Lir A pr..O.01101 90 kleft, Is 7 ...i•.MMM-Mod 3, plow 4 /4 7/8 L.m"all L4:it TEEMr Cop•Yir Ak •71101 lir M Lw A OMr%M.000180 klefter 9 7 TNay,t1e ...koe 2X Wood F.MM&Pdny-"M4,epfm6 16 7/r L. riil•0l.°0.31W A Bximer 13p.V4'M SPr•111141'LErrt..";;Cl)lir 41 Lir Aar•wO.0101 SG 7 7 .FUUKd WeprW r...... ...Amit MOW-•kd 4,apfr 7 N 7IR'L.Mne1.E I.G.:b/r T BGYbr C.p.U4'Ak Spr.7//r 1Ar10re1oE;(2)IW N L/r A OM•.Olh.0001 efi Yl1.EE7N 7 7 �1) 5 S pd.f.,p ARMTw a a Cai.BG Atlw-7w n1101N'tOo bMEE bft 2X WeOd FrmlWBtldMllr-•ked 4,aPfm• M th.NAre..........kb Metal-.had 4,Ophoo f TABLE 2:AI-LOWARE ANCHORS THROUGH THE FRMS _ 'WIVB$TYPES 6,i,0,11,1] 116 MAY NQJ w USED N Ewd-LXe. BpwNAaci,W 4gjd M ...1No 2x Wmd FIMwNBRN•Ip-61101114..HIDA 0 Anchor SRb.&aw Min.Edo. kw.. THE HWi ABO%M W HI.pM F l - W.PM YI•..... ..,Wa Mdd-Good 4. 7 1LMq Distance ErlbodmNtt' • 5-6 OAMRt Foo ART.Twt Ipt aweEo. WMR,Tw 7MwdHfr BEli•....W 2X Woo°FIwMINMbMp-CMM 4,opfm0 no BMs / W w wnb...........10 MON-Ebert 4,spk.I (Et".t6d D.S. St"Aar 3/01 0. -MIN OF 3 THREADS •A••AM.EALEO Or 410 S.S.) l"Std,A653 Gr33' 3/01 0.D451'(10 GE.) BEYOND THE METAL FHOURE AFRAME C I FXD TIONS FQil1l•PIUME TYPES 7+'.KAT STRENGTHENED A kk-,°om w 31r 0.050' SUBSTRATE.FOR -r-TE-RED MIN P T.S.UUwn k1s(S 3-0. ) 11 -JVS' STEEL STUDS. Yvr=Opp•SUTACTENPVN 3/18"Sed tlllr Cpn0mle".2.05 kol) 1 1 r MRN F•u K51.0 �' BY KURAHAV AMERICA INC. CLIU, TM CLO 1 7 )� `/ \f •SO•..ptl0•sENTRYOUSN P.T.SOAhem Piro •0. • YINGROUTEOCIM INTERLAYER BY KIMARAY 012 SMS VALUES MAY BF g USED POR GROUTED BOx OR AAEJUG INC. (•led,08 S.). BUO SIUd,A653•Gr 0. 050' USED ClAL1APKICATONS. RMRi! EQUAL. PUB A/D SO 011ERLAYEAS MAY a1/085.) Alumk-, 75' 3w 0.087li ALSOR MVAIACTVREDSY COncfMe(min BS Mol) i' 1.94-' EOUALLn O10R k { XURARAYAkEIBCA W. L, V4'clod UOmcprl .. Lkg-*.d CMU,(AS CLO) 2-1/2' 1.7Ir FIGURE C.FRAME SHAPE 1/4' WW Cro1dr -Mi*min.3. k.l) 1' 1314 .-BUCK YADTH -+{SUCK NIDTHI----�{BIIpI YYD1H�+ 1/4"NNI UOrpcan C -ole 1-2 S5 kW) 2-1 13/01 T. t ! .. ..--I T-- 114'creel LM-- P.. 0M1wnt Plro SGw0 1" 1 L, T `, T t, �//a��r 14.ted Cretelw C-mle(Mn 3. Mal) -1 /3014' PA 1' T 1F/ 1 D T VL'1466 ciele14.] u101°edCMU,//HSTM C-00) 1 1-1/4' ly ,kolAwa .Ir FIN P C wale( tb 275 W5 1 13w 7301 EIeN Aopm-GOar CprtcFNe(Mn.3.276 Mal) 1-1 1.Yr V4'ekM Aopro-GOa T.SodMm Plne0.55 i' 1 1 1 1 GrpuleR CMU. s CLO) RECTANGNAR 1 RMUFTOP T 3.ALLOWABLEALLO'IVABLE AWIORSTHROUGH THE NTEGRAL F W WDOW SHAPFS AS ABOVE OR 0"FIVE APFIgVEI).MIAPES MAY WMHMs mu m BE USED BY MSCNBWO THE SHAPE NAROCK AND OBTA94M Group M h. aubw.% MIa Edge Alto. OESIGN PRESSURES AND ANCHOOt ME FOR THAT RAM SIZE FROM •r� Dld.nr BSb0f1BOW THE TARES ON SHEE To 840. 2-1/2'T tern •651 1 LYNN11 S/ paw 2-72'PorHo.trre Roplrp N.] P T.9aultrm Ree ISG•. LO' 2-71101 ,HV)y'v ENSE•'�.`�q���' w 1`•'v� P Saul . '•.*/� AeAee�. DOIABnsebR 070 nMhWvr4num,800175- Lr 0.080' C.k.' to 5fT0'A pt0 9eS 15 Stool 51w,G.33• 301 0.0061•(18 G0.) F smM.A3e Lr oa5v „a' xeg� S GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI EADSBEYOND H28M9 P.T. einhm Rrp(SG.. TAL 56t 3/01I THE BIC tarr SUBSaft T TE FOR ''�O.(�'•. Art 11•'aC72- 10n.°wECE,rt x2TECHNOLOGY°7M5E SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 Pr.k 10L 9.3. Slod stud.Gr.33' 1'01 0.Om' STEEL STUDS. ',,C-S'.... (i a410 B.S.) ON Fa•M K516 ri,SIGNAL.tt: (941)-460-18MR.+p N. ANr SI.W.Aar 318- 0.060' MIN.FY•]]KSI. A.LNf0MY0�,PE. 17,{1171 mG.a AUM.l2E2Ee SH-5500 NTS 2�OF 13 MDSH5500-01 INSTALLATION DETAILS FOR INTEGRAL FIN 3 J-CHANNEL FRAMES INSTALLATION OPTION B MISTALLATION OPTION 5 ANCHORED THXOIIOH FRAME INTO 2x ANOWNED THROUGH ImcaRAL FN INSTM-LATION OPTION S W DOD FRAME OR BUCKSTRIP.SEE Aro 2%WOOD FRMS OR ANCHORED THROUGH INTEGRAL 4f owsculiny NOTE 2,THIS SHEET, EI/GISTIOP.SEE NOTE 2,THIS BHFET. EDGE DISTANCE FN INTO YX HOOD FRAME OR iN'MIAX SHIN BUCK.STRIP ME NOTE 2,THIS Epp DISTANCE 16 wMlAx seal - BEEFi' J AN TYP. CHOR I. SSaIVIBW FRAME - --' EWIENT AHD EDGE _a is UpffWD1N 17 CHANNEL 1 DISTANCE PER SUBSTRATE, _ SHOWN 1 SEE TABLE Y,SHEET Y. _ --- SCREW SHOWN) u BALANCE }{' - TYPE VARES - - U rt `-,M•MAx 9H'M i ---2 WITH SANT IYP.ANCHOR TYPE. EDGE WEIGHT _ t _EMBEDMENTMCEDOE DIST �� p $1 DISTANCE PER SUBSTRATE. (_ i`rsr:. J SEE TABLE 3,SHEET I. ----- "' -------" U 1B (NAIL SHOWN) TIT.ANCHOR TYPE. INTEGRAL _ EMBEDMENT MIG EDGE HI® I 0]UFTRAL OPT FDGH VISIBLE WIDTH ] A SEEDISTABLE PER SUBSTRATE. �I 211 TOP yOItAHIEL LIGHT WIDTH - FRAME SEE TABLE 15HEET 2. LUNY FRAME 1 SHOWN (NAA SHOWN, BRIGHT I F$tALL YISOOWS. NOTES' SHOWN L _ .—_ - 1ANCHORO3.Sr -91"WIDTH 1 49 M 21 FROM END AND AT 1)USE Y CENTER. SUBS TE.APMOMIATE HORIZONTAL SECTION C-C 22 tQR WINDOWS ANCH LISTED ON TABLES 2 S] 72 �1 QWRW pNE: OS T2.FOLLOWEMBEDENT OWBM RDVEDMAUO,M0001PLWETKUIaRRNBTMLFRAIap DI STEFLSTUD. ADDANDE INSTANCE LIMT$.ANY 1N�i �1AY BE 9ERTICALp11���IR 6EE NJMTRATE MOrHIirB TIRE9Yaa NeEtt (r SCREWSo161r INSTAL TION OPTKN SHOWN MAY 1{ 45 48 Q a$ FROM END. BE USE ON ANY MOE OF THE BOTTOM LOCKS. ,� 9,DDRN2BTEEL RHINAL IttDalf i is ADR WS(D NAL 2) NRY ANCHORS R TABLE BE / -SELF-DRLLIIG-- N7M BROME D.yyr USEDS.CE OWOODASPERSLSY. �S(05I SEE K SO I FROM END. SHEET .ALL WOOD BUCKS LESS _ TABLES 253, THAN Itr THCN ARETOSE SHEET 2. ]ASH CONS RED 1X INSTALATK)NS. EK"M-R VISIBLELIGHT I IX BUCKSAW OPTIONAL IF 1 U NSR UNIT I INSTALLED DIRECTLY TO HEIGHT SUBS ATE.WOOD BUCKS i 19 CHI DEPIC D AS 2X ARE I-Ir?THICK OFT J— LOCK(SHUT]} OR ITER.1%At02%NYCI(.4 -�- _— N 03 TESTED UIT MHE SED)SHALL BE DESIGNED FIN_ NT pR� Bl ]1 SD LOCATK7N:BK TO PI! HTLV TRANSFER IDAOS _- ANIM RIMYM WEEPtf�' FROM SASH BO. TO STRUCTURE.WOODIN" NDTCHESAT DE AND INSTALLATION IS THE 14/BD b 11 FIESP 4Sg11 TY OFTHE ENGINEER INTEGRAL FN EACH END. IVIII NO ANCHORS OR N MITECT OF RECORD. FLUME SHOWN L_ REHIRED N FRAME 7 �_] SILLS IF ANCHORNG 3)ut LE LIGHT WIDTH OR HEIGHT INSTALLATION INSTALLATION THROUGHMAME (AS( EFERRED TO AS DAYLIGHT - - --' -- '14,MAX OPE )IS MEASURED FROM OPTION7 OPTIONS ,Fw••.{..—p4i. kbIb MltEORK FN _ BE TO BEADING. ANOCRED THROUGH ANCIgRED THROUGH ERNE INTO IRTK F1oMN 1 FRAME SHOWN 1111111/ INTEGRAL FIN INTO METAL (vaEGRAL FI4FL N GE REMOM) UFN No�o lJEND., T nT PRDA EACH VISIBLE LIGHT FOR LM _A'' `•.* NMM.Ysa x oaNF AnMPI: VACI fb.537D5 Tm. ANCHOR TYPE. WINE DISTANCE 1� _ T AND"DOE y - - DISTANCE PER SUBSTRATE.3. ES ! �sASH:ax2c WIDTH ry J-CHANNEL 81NTEGRAL FIN FRAMES J ROSOWSKI SEE TABLE S,SHEET 2. -�BMIOMBQ 0 FIXED LRE:SUCK 44W 7 IS W; � � (SCREW SI004 '�•''. 6 OF !(/. NEIQ1frjE_�IFIIITE) ' ''•A'l ON1W'.•'\�� 1070 TEC/IIGLOOV DRIVEfY: SFIe INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK HEIGHTa s,N,r S,p� A`'� ?: N. MM.FL 34276 SINGLE HUNG WINDOW INSTALLATION-LM 006/15M022XX WOOD FRAME DIG@I*&. /1111111,6 (941)-480-1900 'NT M1�ti 1Y A- STRIP.SEE NOTE 2,iHSNIffT. AL 1 PE CERT.OF AM.�z9Y9e SH-5500 NTS 4:OF 13 MDSH5500-01 S: fmtrw• DE.prr.ww,er] amTIP• .]rw D..Y.rw.Nr.,RRxwl orTrf•• Dl.prfrwn,a.a' E I.7i1 °L� `]rl.r AJwlp AIi1 •FS0.0 °r�°r ¢ NSA/RO YmIJM • w YYL M•x M hr•rN�1•m rw Wyr r yJ # .wJ n ha•YIrHxM•w w.Ifl.rm xJ •r1 E9,SHEET 4 FOR ANCHOR GROUP AND OUANTITY. erx.•wr nm.11m w sJ ra• ANCHOR GROUP AND QGANTRN. aN-,m wA - ,xu./64 N11 .w• •re ip Ew: nJn�a±c w a.J :mss .wa a1.lA.]{]rr rMnH w0 W w1 re _— 11,1-NH •aU .R• MlE TWr Dm.HJII w1 - 1 ora - -a.�r. aeii.nm-wu .ori _ .Nr•o.r nln.rlr w• .W w• .nE HEADER N SNsr sln.am •011 iae •W HEADER O .IrIWNNPMw li.tn_b)x . 1 Nta .ora CI.]Y•I.. N.{n.Ir) we .wA LJ n.DI.N{r w1 I w1 re nrN ,m.bJll •fA errwuxm a•Ir.wlb w .wJ - - LEETWO RA0. WETWORAIL _ Y Dort. rNl. v w1 w0 wJ -wI - ra.l.. w 1, r ors w• .nJ 27 rrreN nn,.Nlr •as .� .W )eJ 23 {.42L2. AO •W .W JAMS {{ EYw ,Jlr-Wr wJw1 NIOT1 IAS "Ima AS T f]nY111MM n.1-s • we .Ro ! SASH HEIGHT cbr.u. NAnl1 J HEIGHT OIOweY rtNNl .rJ wJ AJ 1•I.rl fl)D141x w0 .we wA R• Yr ]IIII.rJM wJ JU H 2, Ew. sw.n.tw ora .w. .W >ve r..Axrr.r. Wn.Wx •ra .W w SU f O.m iY• ntr w •W .W 9LL 0.1.fs Ltireb l�fllr •r1 W wA Y Cxw•e.• ItHl4m ora r1 w0 — N.INw •W rJ w.1 —11•I" W w0 fiJYx eM WII.Wx w0 .w.0 •W .bJ error r w1 .w. Nu .»e atll,) SECTION PETAL fOR WINDOWS WITH n a.pr Wn.Ww .W .w1 .a• -w SECTION DETAIL FOR WINDOWS WITH --- --- ---------- LEVEL Rt REINFORCEMENT d GLASS TYPES 5_ 6 7 6 8 "" "'"' s'1'�'x '' '"' LEVEL R_2 REINFORCEMENT 6 GLASS TYPES 5,8.7 8 8 (REr1FGICEAENTS SHOAAN W FIGURES ABOVE oJlN�er ra .tar wJ aJ wl a) - _—_ - _ _. APPLY TO ALL FRAMS TYPE S♦ M.IrI H-Wr •r J aV (REOFORAPPLY TO AL�WTYPESI ABOVE CONFK RATIONS) N E b rAl_NI •s1awf COHFIOURATIONS) W f]•rJ bH-am •W a1 •W NJ -pp.]OIr JJaf. N.w Rs ora .r 11•Re SEE TABLE]0.SHEET p FOR ANOIGt 00"NA OUANT,TY. MON 7 Rf•xxM: rl.p.r V LYNN ' Nu 59705 '. 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