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HomeMy WebLinkAboutNOA; Series SH-700 Aluminium Single Hung WindowFile Copy MUAM I-M9 � TMAnrr DAUI COUNTY p PRODUCT CONTROL Sri CTION DIlPAXtTll41';IYTOr,REGULATORX'AND A..CONOMICRESOURCE (RE.R) 11905 SW26 Streut, Room 208 I30AUP r1HD GOD) ADMIN18TRAT ON UXVXSION . _. T (786) 315 2590 P (786) 315-2599 - - - NOOC E+ P ,1 NOA st�vsY,nitumfdnde,poylacnnomv pG7C Ittdusttles Butt, ' 1070 TechnologiDi ive Nortii'Venice, FL 3417E �COI'ti . This NOA is being issued under the applicable rules and regulatlons governing the use of construction materials, The documbutAtion submitted ling boeu toVietved and accented by Mina i-llade County RER - Product Control Seotiob to be used in Minini Dade County and other areas where allolved by the Authority Having Jurisdiction (AE7), This NOA shad not be valid altar the expiration date stated below, The Miami --Dade County Product Control Section (In P41atiui--Dade County) and/or the AHT (in areas other than Miami Dade County) reserve the right fo Have this product or material tested for chit ty 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 revolve, mod*, or suspend the use of such product or material wlthin 'their jurisdiction, RER reserves the right to revoke this acceptance, if It Is determined by Mlaml--Dane County Product Control Seotion that this product or material trails to meet the requirements of die applicable building code, This product is approved as described heroin, and has been. designed to'comply with the Florida Building Code, hioludingthe High Voice TIP nezoiie�- ICD t'$CxtTPTTONi Series fOST '100" Alnminitm Single[WincicivLlYl,i, .l1`7PrROYAL DOCUMLNT: Drawing No, 00-20, titled "Muni. Single Hung Window, Impact', sheets •1 through it of ll, (fated 09101105, with revision F dated 05105116, prepared by nianufacLurer, signed and sealed by Anthony Lynn Millet, P,E,, bearing theMinnii-Dade CountyProdurat Control Revision stamp with the Notice of Acceptaucc number and oxph'ation. date by the Miami -Dade Comity Product Control Section. - - - - - --�l7jIS5YY,D7G.Yfi"ACT }.�.A.�';tNGI; JGstrge atrt�I SriistlClYlissile_ __i�aitct eststant, - - - LABELINNG. Each unit shall behr it permanent label with the rnanufaetul'er's nartie of logo, city, state, model/series, and following statement: "Miami Dode County Product Control Approved", unless otherwise noted herein, ANIMAL OF this NOA shall be considered after a renewal application lies been filed and therc has been Ito change in the applicable building code negatively affecting the performance oftluhs product, TJ&UMMATION ofthi's NOA will occur after the expiration date or if there has bean a revision or change in Ilia, materials; use, and/or inanttfaotiue of the .product or process, Misuse bf this NOA as an.eadorsement of arty.product, for• stiles, advertising or any other purposes shall automatically terminate thiaNOA. Failure to comply with any section ofthis _. OA- shall be cause for termination and removal ofNOA, ADyriRTXSI;lIGiMT: The NOA tuumber preceded by the words Mlatni-Dade County, Florida, and followed by the expiration data may be displayed in advertising_ literature. If any pdi•tioh of t11e NOA is dislilaye 1, than itshdl to done in its entholy; INSmi CTXON: A copy of this entire NOA shall be, provided to the usor by the manufacturer or lts dIstributQrs and shall be avallablefor inspection at the job site; at the requost ofthe Builditig Offieial. This NOA revises N•OA# 1540519.08 and consists o tdfilti ex deuce pages E-1, B 2 and E-3, as wall as appi9val docianentlnetitlauod above, r i, :•. y «ai��„ The stibmitted docvtneittatioxr was re f6wdd liyJ,V ►� e p !� �{ 'if ith d�, -. "- :" (j, 1' • 6 NOANo.16-071d.06 _ MIAMI•oAot: COUNTY )� , �,t y •�� �`' t'�,�, r; �l�P + + pir tAun Date: 1Vinr'626, 2021 + + _ j 1+u. f•;�• , , �e �r WI ApproVADate: August18,201G 1?agel PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1, Manufacturer's die drawings and sections. (Submitted under NOA No. 051018.01 and 07 032.2. 06) 2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through. 11 of 11, dated 09101/05, with revision F dated 05115116, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TE, STS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and- installation diagram of a PVC .sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal° spacer system, Super Spacer NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-871.7, FTL-8968 and FTL-8970, dated 11116115, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. 2. Testreports 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 A) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 - - - - - d) Forced Entry Vest, per FBC 2411,3.2.E, TAS-202=94- - - - - along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07 0322.06) 3. Test reports on: 1) Air Infiltration Test, .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 an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4958 and lFTL-5063, elated 10/03/06 and 11/21/06, both signed and sealed by Edmundo Largaespada, P.E. (.19uhniftted under NOA No.07-0322.06) % Manuel rerE. Product Control E er NOA No. 16-0714.06 Expiration Date: March 26, 2021 Approval Date: August 18, 2016 E-1 POT Industa ies, l ue. NOTICE OF ACC]ERM: EVIDENCE SUBMITTED B, 7['1GST5 (carvxzrtuEn} 4. Test reports on; 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No, FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07 0322. 06) 5. Test reports on:1) Large Missile Impact Test per FBC, TAS 201�94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -Tip drawings and installation diagram of an aluminum single hung window, with fun frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4649 and FTL-4723, dated 10/05/05 and 08/11/05, both signed and sealed by Edmundo Largaespada, P.E. (Submitted nu derNOA No. 05-1018-01) 6. 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 ,A) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading poi! FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by-Fenesttatiori Testing -Laboratory; Inc.,- -est - - - Reports No. FTL-4947 and FTL-4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-X 018. 01) 7. 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 an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4948 and FTL-4646, dated 08/10/05, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018. 01) M a U U e Product Control � x diner NOA No.16-0714.06 1lxpiration Date: March 261 2021 Approval Date: August 18, 2016 E-2 PGT Industries, Inca NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTLI2 C. CALCULATIONS 1. Anchor verification calculations and stiuctural analysis, complying with I+']�C-5��' Edition (2014), dated 05/12/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, Y.E. (Submitted under previous NOA No. 15-0519.08) 2. Glazing complies with ASTM E1300-09 D. QUALi[TY ASSURANCE 1. Miami -Dade, Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTMC.A.TIONS 1. Notice of Acceptance No. 14-0423.17- issued to Eastman Chemical. Company (MA) for their "Safle a Clear and Color Mass Iuterlayers" dated 06119/14, expiring on 05/21/16. 2. Notice of Acceptance No.14-0916.10 issued to lCuraray America, Inc. for their "Kuraray JButacate© PVJ3 Glass Interlayer" dated 04/25/15, expiring on 12/11/16. STATEMENTS 1. Statement letter of conformance, complying with FBC-51" Edition (2014), dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. (Submitted underpreviousNOAI No.15-0519,08) 2. Statement letter of no financial interest, dated May 16, 2015, issued. by manufacturer, - - - - signed and sealed by A.y Lnn Miller, Y.E._ - - - _ - - - - (Submitted underpreviousNOA No. IS 0519.08) 3. Laboratory compliance letter for Test Reports No. FTL-4957, FTL-4958 and FTL- 5063, issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and sealed by Edmundo Largaespada, P.B. (Submitted under NOA No. 07 0322. 06) 4. Laboratory compliance letter for Test Reports No, FTL-4649, FTL-4723. FTL-4947, FTL-4650, FTL- 4948 and FTL-4646, issued by Fenestration Testing Laboratory, Inc., dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. (Subrnittetd under•NOANo. 05-1018.01) 5. Proposal No. 1.6-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P,E. G. OTHERS 1. Notice of Acceptance No. 15-0519.08, issued to PGT Industries for their Series "SH-700" Aluminum Single Hung Window - L.M.I., approved on 07/09/15 and expiring on 03/26/21. av k5- 2D�z v 1 Man e1Pe ez, .il. Product Control Aaej er NOA No.16-0714.06 Expiration Date: March 26, 2021 Approval Date: August 18, 2016 �-3 f , NOTES' IMPACT SINGLE.HUNG FLANGED AND.INTEGRAL FIN WINDOWS sru:GAaOsus¢D -GENERAL �r .low FLOR 811ILPINO CDDE(FEO).MM7w;l 1: GLAZING OPTIONS: (SEEDETAIL60NSHEETI) •fs?tA Ef7pOD9 .. !AILSVASLPA t315.7012 FOR SVOOD CONS1F6C7(OII �A.SI(B'LAMI CONSISTING OF(2)LREB OF iB'ANNFALED GLASSWITH A.090'KUFNRAY BUTAGITE°PVB(BY KURAS(AYMtMCA•INC� 'A�•��/1DESIGII7.��A.AOAfa010 ICON ISTINGNF(2)LI ES Of IWANNId LED GLASS.09 .ALststmairsi-aom MICONSISTINGOF(1)LITEQF VWANNEALED:GLASS AND(I)LITE OF-118' HEATSTRENGTHE(jEDGLASSWRHA 8-6116'L, .6fl6' K(1RARAY BUTACITE'PVB (BYKURARAYMIERICA, INC.) OR.09o`SAFLEX° PCB imRLAYER (BY EASTAIAN C11EM0CAL COMPANY) C.Bl16'LMII CGNSISTINGOp(2) UTESOF WHEATSTRENGT}(EKED HA, RLAEE(9Y ATWN CHEMICAL COMPANY) PVD (SYKUA@RAYAMERICAINC.)OR-090' S0,05' PVSINTEAERICA v.7f IU'LAMI CONSISTIFG OF (2) LRES OF3ltfi'ANNEALED GLA,GLASGVM ,G90"KURARAYSUTACTE, INC.)SS(VT)(A.046"KUPARAYBLTACITE'PVS(BY KURARAY oR.09F]`SAFLEX�:PQEI.INTERIAYER(BV EASIAUV4 CHEMICAL -'COMPANY) E.7l7B' UNtI CON515TING of (1) L7TE OF 31(6'ANNEAI.EL7Y91ASS ANO (1) LfTEOF 3l10' HFIITSTRI74GTNENED GLASS WITH A NOA DRAWING MAP .090' (ftl(LUUIY BUTACITE'PVO.(BY KLIRARAYAMFii1CA, INC.}OR.690' SAFIEX9 P 1hrenLA.YER(BYEASTRUN.CHEMICALCO;•PANY) F.7I1C UDAI CONSISTING OF (2} LfTES GF.3179'HEATSTRENGTHENEOGLASS WITIA.090' INRARAYBUTACTTE °PVB (BYKURAAgYAFAERICA; INO.) SHEET OA A90'SAFLEX'PV9INTER.LAYER(BY EASTMANCkIEAIICAL COMPANY) CO G_ 13/10' LAAING: (1) LITE OF 118'.iITPERED G[gSS,AN NR SPACEAND WS' LAMI CONSISTING CF.(2)L11ES OF UO'ANNEALED GLASS WITH GENERALNOTES.:.._.......I GLAZIUIG aETA Ls....._.-2 096'KURARAY BUTACI7E'PVB(BY Kl1RARAY AMERICA, INC.) MOW SAFLEX'PVB,INTERLAVEk(BY EASTMAN CHEMICAL COMPANY) PRESSl/flES„.„„3 E ASIGN (1) LITELITEOF fill- GLASS AND (1) LITE H.�13118• LAFAI IG: (1) LITE OF 1!0` TEMIPERED GLPSS, ANAIR SPACND 5N6' LAFA CONSISTING OF AN ELEVATIONS..:..._......, 4 OF VB' HEAT 6TRENGTHF1dE0 GLASS WITii A A9q' HURAhAY BUTACREa PYd (BYIGIRARAYMIEflICA;ING) VERLSECTIONS_._.._. 5 OR.09D'.SAFLEX° PVB INTERLAYER (BYEASTA(AN GHEMICALCOMPANY) L 13l1S' LAAiI IG: (1) L(TE OF tIe' TERIPFJiEO GLASS, TIN AIR SPACE AND 5116'LAF.11 CONSISTING OF(2) LIES OF UB' HEATSTRENGTHENED GLASS HORIZ. SECTIONS._...._„ 5 .PARTS LIST ........ S WITH A.09U't<URARAY BIfTAC(' PEA YKUflARAY AAIERICA: INC.)OR.090' SAF EX'PVB INYERLAVER(BYE/STMAN CHEMICALCOMPANY). ESCTRIISIONS....___.__..7 J. t311C LAMI IG: (7J LRE OF �B TEI./PERED.GLAS$, ANAIR SPACEAND7118' LAM( CONSISTING OF (2) LIM OF 3116'ANNFALED'GLASS CYITH A CO RNERl7E1'AIL.,„_...- 7 .09U'KUfVVWY BIlTACTE PVB(BYKURARAYMIERIC0.INV.)OR-G9G."SAFLEX'PVB INIERIAYER(BYEAS7MAN CHEMICALCOMPANY) ANCHORAGE Y...... ....... .:11.11 K. 13/fd' LAMI IG; (1) L1TE OF 110. 7El.1PEFFED GLASS, AN AIRSPACEAND 7/18' LAMI CONSISTING OF(i) LITE OF:71W ANNEALEQ GLASS AND (1) LITE GLASS L'ALH A.04D' KURARAY BUTACIT? PV8 JOY KURARAV AMERICA, INC.) OF 3110' HEAT S oRENOTHENED OR.090'SAFLEX PVB INTERLAYER(BY FIfCTA1AN LHEMIGALG01.iPANY) L iDliB'LAMI IG: (i) LITE OF 1N' TEMPERED GLASS,AN AIR SPACEAND 7110' LAMI CONSISTING OF (2) LITES OFXIS' HEAT STRENGTHENED GLASS SAPLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL. COMPANY) VATHA.040'.KURARAY BUTACRE-'P (BY KURARAY AMEAICA,INC.)OR•09P PACE AND Still- LAMI or (2) UTES OF Ila-AIA 0`KURAARAY BUTAC T'c°PYd(BYKUPARAG YAGO:RICARINC.)OR.090'SAFLEX'PVBIINTERLAYERSTING (BY EASTMAN CHEMICALCOMPANY) 2. CONFIGURARONS:'D%'(il.1. NEW AND RADIUS TOP. ALLWILOW OR HIGH SILL OPTION) 3. DESLON PRESBURES: (SEETABLES, SI MM 3) - - _X,EGATIVE,DESLGN LOADS BASED ON TESTED PRESSURE AND GLASSTABLES.ASR.f E 13C0. _ B. POSTLVE DESIGN LOADS BASED ON WATER TEST PRESSUREAND GLASSTABLES ASTM E 13.0 - 4.ANCHORAGE: THE 33 tf3T9 STRESS INCREASE LLASNOT BEEN USED IN THE DESIGNOFTHIS PRODUCT. SEE SHEETS 8 THROUGH ii FOR ANCHORAGE DETAILS. cnafiucrnn.Wsw _ �noiLJyfnyvlNtla Flnf4n 5. SHUTTERS ARE NOTREQUIRED. • S, FRAMEAND PANEL CORNERS SEALED VRfHFNRROWJOINTSEAVWT OR G7ISKET. R.Ud7.;Cads nn4ewwl;�(6•0 1 .00 '. m none i 7.REFERENCES: TESTREPORTS FTL•4649,FRd640,FTL•4647,FTL-A678•FTL-4649,F7L-4650•PTLASSI. FILd723,FTL-4957, FT1:495SAND FTL-6053. Llfani :10 PmQ•�t�: waI ANSVAFSPANOS FORWOQGCONSTRUCTION' ALUMINUM DESIGN MANUAL , 8. SER(ESIMODELDESIGNATION SH700. ALSO REFERRED TO ASSH701. f 11I I I I tit :9. THIS PRODUOTHAS BEEN DESIGNED a TESTED TO COMPLYWITH THE REQUIREMENTS OFTHEFLORIDASUILDING CODE, INCLUDINGTHE HIGH VELOCRY ^ '){•�41'U'.�':lA:y ;`( HURRICANE ZQYE(HVHZJ. - `,r. ^• .s_1i':: 1.0. FOR INSULATED DLA55 INSTALLATIONS IN THEHVHZABOVE 30 FT pNLY GLAZING OPTIONS WITH TEF.IPEREO CAPS (G-L) ARE ALLOWED. ��r'�• •'+�I:+p,; ia. ` 6A ~ i�'.,''•;S<..Fnt,.:. JR 'QSOSlN" 'F' A13060SPACE9S7DSpim. IOi01EQYWtOGY 0.'!VE ILKuafE.FL1Ol5 pospzgs r:ozma4.FLami VAl6yUemr .GENERAL NOTES' "' AL[IM• SINGLE -HUNG WINDOW, IMPACT' '':��`• �•;%;.. - -. I': . •, !/ ALYN7J'YAILZpTi, P;E. 'FL'P.El bBT05 P P•�'r• "� �lJ. _ .:;8filun N%$mil 'a 'i1 ~'4040.70 F: .FJC 'PJfNS- :�9r07 in-NO Y'.NOd. GLASSBIttIMIIµ\9LASS SITE Pa lt# Deecrlpooll - thl.l1al .71 Kam—Aing45GTPSSpaterSyslem See 72 Duennic Supe[6paoernXTlSgh Ho1Me11 Butyl lilt, Sheel loi 23 Duanex DurascatSpacer MAW.% 74 Catdin5l%LEdgaSp4cer .rvo m i raw., q.. 1f0'AtJNEA1.E.D OR HEATSTRENGTHENED GLASS 3/13'ANNENFD OR HEAT STRENGTHENED GLASS 6118'NOM. 7/1a•LAMINATED 6116' LAMINATED GLASS 80,81 or RE 7116" LAMINATED GLASS o3,84 Or 85 NOTE: EXTERIOR INTERIOR LAMI IG OUTBOARD 7174 7174 <3 LITES MAYBE '1 1 (ALL SECTIONS) VlITHN CDIWNG IN to" •pVB•= DESIGNPRESSURE. XU[LULtY BLR'ACITE" I2'NONI. PVBTNTERLAYER GILAA3s DITE AB N 4S GLASS SITE SAFLEX MIT IMERLAYET[ BY EA$T1AhV CHEMICAL COLIPANY . 38 70 38 70 1 1101LED ORHEATS TRENGTHENED GLASS 311VANNEALED OR HEAT STRENGTHENED GLASS •4120 PVB RITERLAYER DSD FM INTERLAYER imANNEALEDOR KEAT STRENGTHENED GLASS 31L0*'ANNEALED OR HEAT STRENGTHENED CLASS ETt6'LAMDIATED 7110'IAMINA7ED. AIR SPACE - NR SPACE _ . -116' ANNEALED OR TFAIPEREO GLASS Ir3'7EMPERED GLASS 17lIg•NoA1. - - - -- - - - - - - - - 13/16" LAM[ IG GLASS W! 5116" LAMI 86,87,88 ar 82 13/18 LAMI lG GLASS W/ T/16" LAMI 86,90 E PnODucrnnvlsla ALV2.e1N,1 'aanWfma+ol�6tNfla:aa odTdmacaea SILH:QiIE OT•Ne2T6U1Vl RE111FORCeAefIr pOLY1SU: DESICCMITFiLLARFA Aeeepma.. STRUCTURAL A,IfIYSOXIE NIe•NOSL E Imi Nla r s¢1CONE NIVV . STRUCTURAL - TTCtiOAL FOAM �arl6•tiDl6 11 & 'SWCONE6EAL Nl+ml r[o l,nh t POLY15061rryLEN—• %wm ROLL-Fc4um LVRH DESICCNR DESICCAtrr DfSr FO 1 6TAlIDFSS STEEL' FM.GlA94 lDR•:G ms EXF GLASS IXL. GLASS. ' ,111i11i 1, 7„ry . It1r..GL/15s . IIR.{1A55 IRT.OLASS I� �y ' iiLy,�. :•. KODISPACE SUPER DURASEALO 0XLERGF-I ` ^L't1ilrr"' ", SPACER "�"— �ASG TPS �SPACERBNXT1° SPACER r�T��y1�6;;/•, ..T ,+n?•,,' n`r'' m". asDsrre F ADDFDSPACFRS GLAZINOD6lAILS. s:, _ An 7 pc� IaIY.IEVflilce-,fL,]IDnS� Z' •�•�l++1�:T;111 ,..+ �— ALUM.BINGLEHUNGW/NDOW,IMAACT t P.D.npa Da ,,,",,,x o.c a..,a,d A LYNIV I P.E --- .. iioxannaltNVGfb(rOrjter s+imo F1i11 2 di1IDSO•Z0 F .FLP.E:}163T05 ii ilf FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE:1. BASED ON FLANGED WIN40W TIP TOMP FRAME DIMENSIONS wf BEIGHr I H -:G 60" 66". 88 72" 74,. 76•• . 4B" A,B,hi +80.0 -SOLO +B0,0 -00.0: +80.0 -00A +040 ..00.6 +BD,O. 40.0 +00.0 .60.0. 00.0. 40,0 so" A,B,M +fl0.0 .80.0 +00A =00.0. +BRO -0¢0 NEO.D -90.07 +Bo.O •80.o +800 -00.0 i740 79: 62" 'A,B,M - +00.0 -00.0 +80.0 -Ba0 +840 -80.0 +80.0 .80.0 +78:8 78.8 4477.1 -7ZS +75;0 76.9 65118" A,B,M t80,0 -00:0 i60A -640. +79.8 -79.0 +70:2 .782 +76.9 78.9 +76.4 -75,4 +74.0 7A.0 UP TOE0118" C,D,E,F,G,H.IJ,K,L +940 -80.0 +80.0 -00.0 +80.0. -0a0 +00D •BOLO +SOLO -60.0- ..+BO.0 440 400.0 -SOLO STANDARD VIEW & RADIUS TOP FLANGEOR INTEGRAL, FIN WINDOWS WIHIGH SILL OPTION TABLE 2. BASED ON FLANGED WINDOW TIPT071P FRAME DIMENSIONS WINDOW RE[cHT WIDTH GLASS TYPE 00010^ 44" 60 b18" 81 72" T4" 76" 48�• q;B,hl +80,0. AD.o +80.0 -80.0 t00.0. -80.0 +00.0 -80.0. +70.0 -70.0 +740 "-740 +70.0 -TOLD 60" A.S. 480.0 -H0,0 .80.0 -800 +00.0 .80.0 +79.9 -79:9 +70.0 70.0 +70.0 76.0 +70.0 7a0 6P9 q,B,7h +00.0 -00.0 i80:0 -80.0 480.0 40.0 +78.8 70.8 +TOLD 70:0 +SB.e •60.0 467.E •57.8 671tB" A,B.ht +SOLO -00.0 +H0.0 -SOLO+H0.0 -80.0 .+750 76.0 +6B4O •00.0 486.7 -647 +45.6 •66.6 UP TD 63 110" C,D,E,F,G,H,I,J,K,L +OD.O -00,0 +80,0 -00.0 a00.0 .00.0 .+BOLO -BOLO +70:0 70.0 +7a0 -70.0 +70.0 -70.0 w VIEW & RAC ON FLANGED it t MEETING RAIL Hf •n [N: MEETING RAIL �H ` SjHA811 hIEETING RAIL I /•X 1H FR*49, 46SO ur , •, OF ESSURE OF+94.O P8F OR LOVYERAI SHOPM INTHE TAOLES. NEDATIVE DESIGN 3Y OEOUGM0. VFROM THE Fl11N0ED•T1P-TOYIP.FFWAE DIMENSIONS. A3A0MU6I./, ' 6 ' e •lrrllb f F . A. BHge a$as0i+ N,161�Um stow . NTS '3. ;# if ��%fOJR20 F. .1 DEWLA re- 75' 4 DETAIL B MAIL C VIEW (STANDARD SASH)- RADIUS TOP (STANDARD S SH E-1 76" M. 76, FLANGED PRboucrnsvisEv d.v`.w EE CILOTAABLE SASH iEE D HEtBHF HEIGHT +j(yll DETAIL D bErAlL VIEW (CUSTOM SASH) RADIUS TO (CUSTOM 8ASH) NOTES! I.SEESHEETkF.QRYERlT CAL.MLIHU!0�4v%m .--I—EmLs: 7. 9 E ES RiD T.A1.0411.5 ad F. NFORMATION. t, t E� bH B&9 ARE BASED ONATHMEDVEd-rvio #FbghoAr. 4,'SASHHElQM!.5 FPRSTANDA-RE?ASiiWik0QWS(DETAl.LS ..,Jl AL hippl. P.E. FL P.F--U 59705 F-�2784' 1 NOTE:MIN.(1)SWEEPLATCHATVEMCENTERLINEOR 26 27 OPTIONAL EDTTOLI'LOCKS, (1) 6' FROM EACH 510E OF SiSH. NOTEB ON LANCE WEIGHTPARTS -MAX.VENT DAYLIGHT OPENING BASED ON SASH WEIGHT 1 INSIDE INSIDE 9,10,11,i5;16 31 27�0, MAX FIXELITE 7, 8 OR 17 LITE DAYLIGHT 25 . OPENING 23 nvx HEICITr 21 OUTSIDE MAX. .VENT_ DAYLIGHT OPENING i I I OUi510E 25 MNL FIXEDLITE DAYLIGHT OPENING-� M1IAX. WID1H SECTION A -A OUTSIDE UN EGRAL FIN (I.F.3 FRAME SECTIONS _ INSIDE 47 5Q I HIGH I 2 I LOW s'}L L GHS83 _ _ _48 _ .LOWSILL_1_ _ _ _ _HEAD._ _ _ _. _ .. _JAMS _O S E V (LOW SILL) SEE NOTE A80VE 30 ULTRAUFT 12 ONLY PA.BQxl_ fl.w1a,iLJ1 sN7N Half I 5 - 11 I 4040.20 eta Ull�r^'. ,'n . 3'.+i:n X; r Y. FRAME SEALANTALONG ENTIRE JOINT 1 or 47 2 I.F. FRAME I Ti'--'2.T64— 1 zea0 .062—�- T33° ,.�-- i-- D62 --- I' � s of so O FLANGE FRAME HEAD L ! d4002A 6063To 1-.-2.764 ! O FLANGE FRAME SILL (LOW) A 1.749 8 040030, 6063-TO 6 Gt 50 SCREW BOSS (2) SEALANTOR GASKET I I AT HEAD AND SILL 1ZT10 .7ae.o4D�VIEW D-D VIEWEE !.'_.,ASIi -IT (,11&VIEWHEADBSiF FRAME TOPSILL) (RADIUS TOP HEAD ONLY) O SASH STOP O SASH STOP COVER _ FRAM_E CORNER CONSTRUCTION O FLANGE FRAME JAMB 7 d4025, 8063T5 17 d4053, 6083T5 k d4004, 6063•TS �L (USED AS RADIUS TOP HEAD) ^-I 1.i65 I- f .678 I----2,32G--1 I ,.0 . 1.342 r.---z.27B---1 .66 T1�9 O GLAZING BEAb, 6/16" JJr.11{�Ilss``L���.,._JII..., 41 940348,6063•T5 (��j� 1.878 .002 zss L�uJ t.7G7 ,062 - »- 3i SAS SIDE RAIL #4008,6 76 - -- - -- FIXED MEETING RAIL P3 SASH TOP RAIL . 28 SASH BOTTOM RAIL (LOW) 7 21 d4006C, 8083H676 d4007. 8D&3T5 050 0� d40s4A 6083HD•76® 1A96—I-+---�-I� I�ROROCI•RL•VISFb OGLAZING BEAD.6116° ilfa¢s�uunnnrea k678 42 rmB-----e 666 9A04WIGRI3T5 AR,o,w,;N,tGyo tMoF21 �2.328--1 1.096—j+—�-I� (USED WIGRILLKIT} L2fu ni 062-- �4B �jlr 44 GLAZING BEAD in i rm w 3.448 fIs V)I I d4222, 6063T5 f I I .2,678 .583 062 .DSDAla 46 GLAZING BEAD. i3/16" IG ,, ,• ,T%' • �' • • GLAZING BEAD 7116" O FLANGE FRAME SILL (HIGH) 6g SASH BOTTOM RAIL (HIGH) 45 6 69 d4051A, 6063 T5 ifD66C, 60&7•T6 d4050A, 6083•T6 (USEDWIORILLKIT) ':.'J`: ii •l ilf,b ::•1jr'� vaOoxlm .•- .. _...___.._.. nn ALYNKMILLER, PA naKOars, ft:Ani V;.1Eb lleucrro Hall 7 +,i�d04D•20 R FL P.E.W G6705 TAMS, ANCHORAGE NOTES: 1. ANCHOR TYPES: i-114'ELCOTAPCR , 2- ild•ELCD 354 CBE7EFLFX .3-x12 SCREWS 2. ANCHOR LOCATIONS ARE BASEDONTHE F00.0WfNQDIMENS[ONS. CORNERS JAn163- v irr A1AX. FftOA�TOP CORNERS 15•AW4 FROM BOTFOM CORNERS Eq REO SIl1,=ANCHORS NOT f...... 3. INSTALLPERTHEADJACEtdiTABLE ANCHOR NOTEQUA2.IES USING TFfE OIMEt1Sl0NAL CRITERIAOF NOTE 2. 4 rLANG DWINDQWS. DTH AND NTEceniFvo M�io ARE t'LESS. S. DESIGN PRESSURE UMMATIONS: •SIZEBLOCKS OFTHE ADJACENTTA,; WRHA BOLDITALICREOVALUE'ABOVETHEM,INDIBATEA AWOMUM OESIGRFPRE$SURE VOTH THE QUANTITY OFANCHORS6HOWN IN BOLD. OTHERWISE, THE AIAXUIUMOEs1cN PRESSUREFOR THE RE5PECi(L'ESIZE IWO GLASSTYPE l3 AVAILABLE. TABLE KEY: MNC PSF (Op L4NTE0}ii9 FaOouuhmsm mmptrioys;�M1Ua FlatJ. HEAD 2 omlamac uE n_ W p 1&0 •OJg21 JANBABOVE 2 3 ,cu INfG.RAL u>• JAMB:BELOW AR>r+tLm.' ac ucwm.ot-/1 p11'G. RAiI- 11F7 `l wui-LDP) futlUrr,_ HEPD 2 .•`� 1:}Y 1.177•y ,':. JAV8 ABOVE 2 3 ;��\t;: "':C"?art,+,f; Mi.O. RAIL _ ' . •,` . JAN9BELOW RAIL MfG ".L�°;��(. 16 ?' ANCHOR SUBSTRATE:' PNEHOR QUANTITIES FORIlt•FLANGEDWINOOWS, WWOOWHEIGHT 20.003 34.603 40.602 •45.603 52.603 60.603".0M76; 0 NONp`-pry.o . p 3 U 0 .U, U p 3 U No U U �o U J] Np gg 5 'U NO`-O .LJ U U p Np U U NO`-:O U U U O Np .0 N:O U - U •'O U p NO 3 U No`-U U Ci U N�'•o 'U WINDOW WIDTH GLASS TYPE 19.125 H,UAL, -I(_ II2I 1 t _7 1'112'11 1 1 2221 Z222122222222122T,2212222221222222:32233 1 �T1 '1 1 1 1_ 1 1 1 1 1 1_ 1 1 1 qRM 1 112 t 1 1 _1 1 1 1 tIz 1 1 1 t 1 2 P 2 2 1 1 2 1 2 2 1r 2'2 1' 2 2 1 2 2 1 2 2 1 2h 1 2r 1 212 1 2 2 1 2I2 7 2�2 1 2 2 1 2 2 1 2['3'2 1 2 1_ 3 3 24.000 H:I.J,R.L _1-• 1 2111 1 1 212121 1 _1 Z221222222222222221223222223222333'2233 _i 1 1 _1 i 1 _1 t 1 '1 1 1_ 1 1 1 1 AO,M i 112 i 111 1 12 i 12 '11 112 4 112 1 2�21F22222222122122122221922212232JIl22133132235 1 1 1 4 �1 1 1 1 .1 1' i_ •1. 1 1' 1 1 1 32000 C,D,E,F,G, H,I,J,K,L 1 1 2 1 1 2 1 ?. 2 1 2 3 1 1 2 1 2 2 _I 2 3 1 1 2 _1 2 3 _1_ 2 3 1 2 2 1 2 3 1 2 3 i 2 2 1 2 3 2 313 1 2 2 1 3 3 2 3 4 1 3 2 1 313 2 3 4 1 3 3 1 4 4 ABM i i12 1 1 2 1 212 1 2 3 1 1j2 1. _ 2 2 2 3 112 Z 3 2I3 i 212 1 213 1 213 1 2T 1 2 3 1 3 3 1 2 2 1 3 3 - 1 3 4 1 3 2 1 3 3 1 3 4 1 3 1 d q 37.000 C,D,E,F,G, H,W,iC,I 1_ 2 2 I t_ 1 2 1 2 2 1 213 '1 1 2 1 2 3 2 2 3 1 2 2 1 2 3 2 2 3 f 2 2 _2 2 3 _2 2 3 1 2 3 _2 2 3 2 3 g 1 2 3 2 3 3 2 3 4 1 3 3 2 914 2 3 6 1 313 _2 4 d ABM 1 2I2 T1 t,2 1 2�2 1 2 3 1 1 2 1 2�3 2 213 1_ 212 _7 213 2 2�3 9 21Y 2 2 3 T2 L'3 12 2�3 2j3 2 3�d 1 Z�3 2_ 3 3 2 314 1 3 3 2 S�A 2 3 5 1 313 2 q q 40.000 -- ---,AB,M-22113222132223232122I32132132(3 PSF 79 C,O,E,F,G, H,SJ'k.L 2_ 22 2 112 2 22 2 213 2 2�2 2 213 2 23 2 212 2 213 2 23 2 2r3232142333342334363334453344 2 2 2_ _2_ 2 2 2 _2_ 2 2 2 2. 2 2 2 2 2 2 2 2 2 '2 2 _2 2 2 .214213333421,3174 2 2 22 2 2 2 313344163I34 2 2 2' 2 d 44.060 PSF 79 C,1);E,F,G, H,4J,K,L 2 22222223222323223324233334413333142133431BS3344r53446 2 2 '2 2 2 2 2 2 2 2- 2 2 _2 2 -2 2 2 2 2 2 ,2 2 2 AB,M 2 2 2 2, 2 2 .2 2T 2 2 3 2 2 2 2 213 2 2 3 2 212 _2 31-3 2 2 4 2 213 _2_ 3�3 2 3 4 2 2 3 2 3 3 2 3�4 '2 213 2 3 4 -2. 3 6 2 3 3 2 3�q _2 415 - 2 3 4 2 4 6 4BA00 I - PSF 79 70 H,I,J,K,L 2 2 2 2 2 2 2 2'. 2 3 2_ 2 2 2 2 3 2 314 2 2 3 2 3 3 2 3 4 _2 2 3 2 3 4 2 3L4 2 2 3 i2 3 4. 2 3 6 2 3 3 2 3 d _3_ 3 6 2 3 3 2_ A 6 _3 4 6 2 3 4 2 6 6 AB,M 2, 2 2 2 212 2. 2 Z '2 218 2 212 2 213 2 3[g 2 213 2 313 2 314 .2 2 3 2 3 4 2 314 2 213 2 314 2 3 i 2: 313 2' 31d 13 315 2 3l3 2 4 5 3 d. 6 2' 3 4 2 5 6 63:125 PSF 72 79 70 --' H,IJ;KL 2. 2 2 2' 2 2 2 Z'R 2` 2 3 :2 2 2 2 2 3 2 314 2 2 3 2 6 4 22. 514. 2 9 2 3 ,1 3 3 4 2 3 3 2 314 3 3 5 2. 313 2 4 4 3 4 6 2 3 4 3 4 6 3 .. 4 6 2 3 4 3: 6 6 AB,M 2 2221222232I22I9342I33143Id 2 2 -2. 2 2 2 _Z 2 2', _2 23343�4333.19 2 3 2 •2 3- 36 ;2 313 2 914 3 4�63'a 2� 2 416463446 �. ' . IO/OIECKKOIQG'/OpryE Fsoox+s?� NoxoltlS,tt.?p7t �—• �CHORAGESAA'G/NG, 1/1 WINDOWS ALt1M.S1NGCEHUNGWWDOW,'ftifFACT 7 ".��„'':!:::x�'•>� �%'� • -•.. 5!• .'- '•i "I '�I•` A.LYFICI'T.116L`R;P.E. FL_P:E.U3B705 - Vu(bhDlaa• °'•rr!' E3rdi 'N78 0 p.il I 4040.20 F i ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS W WDOW HEIGHT' SUBSTRATE'...29.655 37.165 44.655 52.155 59.656 1 67.155 ANCHOR TYPE. WVDOW 6 GLASS a m C) Pi ONO`ONpNO O z O z ❑ c� O o z U ,.., z ONpNOON a q O o z O ❑ o NO O❑ `ON O NOON u ❑ o NO'�O 0 WIDTH TYPE $ O U 5 O O 5 c> c1 o cJ O U O O C,o,E,F,G, 1.. 1 1 1 1 1 1 1 1 4 1 1 1 1 1 1 1 1 H,I,J,K,L 1(1 1 1 1 1 212 2 1 2 2 N 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2�Y 19.125 1 T 1 1 1 1 1 1 t .1 APA in 1 1 1 1 2 2 211 212 2r2 2]1 21 2 212 212 212 2I2 212 212 2 2 2 2 212 PSF 79 GD,E,F,O, i .1... 1... ,. 1_ �... �_.. 1-. 24.000 HAJAL 11 .1.. i 1 .1. f 1 -1• 2211 --1-...1.. 22222I2 .1.. .i .1 ..1_ 2222 ..1... 2222 P 22292322232 1 1 1 1 7 1 1 1 1 1 1 1 1 A,B,1A 1 1 1 i 1 1 2I2 1 1 212 212 2(2 2�2 2 2 2 2 2j2 2I2 2 2 3 2 3]'2 2 2 3 2 PSF 69 17 C,D,E,F,G "1 1 1 1_ 1,. I,. t 1. 1 2 1 1 2 32.000 H,I,J,K,L 1 1 1 1 1 1 ;IT 2 212 _ 2 2 2r3 2 2 2]2 3 3 2 2 3 3 3 3 3 2 3 3 313 212 3 3 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 A,B A 1 1 11t TIT 2 2 2(2 2(2 2 3 2 -2 2(2 3(3 2 2 3 3 3 3 3 2 313 313 212 3(3 PSF 591 167179 C,D,E,F,,, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2jil3iJ3 37.000 H,LJ,K,L 1 7 1 1 1 1 2 2 2 2 2 2 2 3 2 2213(& 2 233 3 1 1 1 2 1212 1 2 2 121 1 1 1 1 1 2 2 2 2 2 2 2(3 212 2 3 3 3 2 23133(3 3(3 413 313 PSF 54 7s 62 79 c,o,EF,G, 2, 2. 2 z 2 2 2 2 2 2 2 2 2 40.000 H,iJ,KJ. _22 1 1 1 1 1 12 2 2 2 2 2 2]3 212 3 3 313 42 3(3 4]3 3 3 4 3 9(3 - _ _ __ __2 .2_.2...2_2._2_.-2__2.1._2_ _2_.2 2. _2.. ..2 _2. _2_1 1 34F3 PSF 49 179 156 178 79 O,D.E,F.G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 _2 2 44.000 W-0-I. _2 1 1 1 7 1 1 2 2 2(2 2 2 3(3 2 2 3T3 314 2 3 3 3 d 4 3(3 4 3 4 4 3 3 4 3 2 2 2 2 2 2 2 2, 2 2 2 2 2 2 2 2 2 2 A,B,M IT_ 1 1 1 1 2 2 2 2 2 2 3 3 212 313 3]d PSF 45 74 61 74 79 79 C,D,E.F,G, 2 2 2 2 2 2 2 2 2 2 2 2. 3 2 2" 2 2 2 48.000 H,I,J,K,L. 1 1 1 1 1 1 2 2 2 2 2 2 3 3 2 2 3Ti 314 3 3 3 3 4(4 3 3 4(4 g d 3 9 4 4 2 2 2 2 2 2 2. 2 2 2 2 3 2 2 2 2 2 ABM 1 11111 1 1 t 7 _2 2 2 2 2 2 2 3 3 Y]�2 3 3 314 313 3 3 414 313 414 414 319 4 4 PSF 41 187 140 67 76 79 O,D,E,F,G,.2 2 2 2 2 2.t3s 3 2 3 3 2 3 3 2 3 63.125 H,I,J,K,I 1 1 i 1 1 1 2 2 2 2 2 2 4 d 3 9 4 4 4 4 3 3 d 4 4 4 3 3 4 d A B,M 2 1 1 2 III 2 ill 2 212 2 212 2 F2 kii 3 4(4 2 313 3 d1A 3 414 2 3�3 3 4�4 3 41d 2 3 3 2 414 3 3 P.o=H"ciAlf!I 9M00 1. ANCHORTYPES: 1-174'ELCOTAPCONS 2-1T4' ELCO SS4 CRETE-FLEX 3-012 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: "CAD -18112' M1WC. FROM TOP CORNERS JAMDS-17112' MAX. FROM TOP CORNERS 15'MAX. FROTA BOTTOM CORNERS 61 AWX. BELOW MTG. RAIL SILL- ANCHORS NOT REOUIREO 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DINIEN91ONARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE V LESS. 6. DESIGN PRESSURE L""'ATIONS: SIZE BLOCKB OF THEADJACENT TABLE WITH A SOLD TTAUCgED VALUE ABOVETHEM, INDICATE A MMUI ;UMDESIGN PRESSURE WRHTHE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUMOES" PRESSURE FORTH RESPECTTVESIZE AND GLASSTYPE IS AVAILABLE. TABLE KEY: 3 3 514 JAMS AB01fc 3 3 lAfG. RAIL JANS BELOW NIM RAtL HEAD 2 n)� vl • •. �027 AliN,i Pi� 2 4 9 2 5 4 •;.'•. _ JAMB ABOVE 2 2 ';•:' 2 3 4 13 5 4 MTG. RAIL JAN9 BELOW :;' •.,::.:; '.: : J : xL :. 2 3 4 3 5 d NffG. RAIL CING STANDARD VIEW ING WINDOW, IMPACT A. LY14N WLLER, P.E. FL P.E.B 68705 9 a 1i-4040-20 F 0 ANCHOR QUANTITIES ABOVE 41ESTINO RAIL 1WRAO &JAMBS CUSTOM FIANCEE] WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE B. SUBSTRATE: 17.125 22HH8 2Bz11 33.764 1 89.296 44.039 50.382 55,925 ANCHOR TYPE: .O w0 U U ❑ rr'�LONZ� O U ZNO ❑ O O ❑ MOo O NZ O Z.ONZ ❑. O O _Z ❑ n O O. N2 O �2l+O,y2_Z to O U ❑ t70H D O Wc1DOW G1A55 d3 c,Z �Z NZ"Z U U~UN U UN3 U UMg9 U U U WIDTH TYPE O UN U 0�5 LO]�}y tOJN� 19.126 D,E,F,J, , t 1 1 •1 1 '1 1 . , 1 , 1 ..1 _1 .. 1 _! ! 1_ 1 1 1 1 ! ! KL 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 3 2•• 3 3 2 3 3 6 3 D,E.F,J, 1 1 1 1 1 i 1 i i. :.1•,.,1 i i i.•,1 i 1 1...,1 1 4 S 1 24.000 KL 1• 1 1 2 2 2 2 ,1 2 2 2 2 3 3 2 3 3 2 3 3 3 3 3 3 4 32000 D,E,FA .1 S i 1 1 — S 2 1 1 2. _ 1 .. 1.•. 1 .- _.1 1 1 -......... .. _. .... __. 1 K,L 1 i 1 2 2 2 3 2 3 3 3 3 3 2 3 b 3 4 4 3 4 5 9 5 PEP 79 37.000 O,E,FA 1 1 1 2 i 2 2 1_ 1.1 1 . 2•, 1. 2 1 1 2 2 1 2 2 S 2 2 1 2 K,L 11• 1 2 2 2 3 2 ..2 3 3 3 A 3 3 3. 4 3 4 4 4 5 5 4 5 PSI1 79 791 791 79 40,000 D,E.Fd. 2 2 2 2 2 2 2 .2 , 2 2 2 2 2 2 2 2 2 2 2 2 2 •4 2 2 2 ••6 • K.L 1 1- f 2 Z 2 3 3 3 4 3 4 4 3 d 4 3 5 4 5 4 8 PEE 79 76 78 77 79 79- 79 49�000 O,E,Fd, 2 2 2 2 2 2 2 Z 2 2 2 2 2 2 2 2 2 2 •2. K,L _2_ { • i {`"2^ •2• $ �3 3 3 4 4 4 4 3 5 4 3 6 6 4 6 5 4 6 PSF 78 78 70 79 Y9 71 79 73 76 4&DCO D,E,Fd. 2 2 2 2_ 2 2; 2 2 2 3 2 2 2 2 2 KL "1 { 1 '2 2 2 3 3 8 4 4 4 6 4 5 5 4 G 6 4 6 6 5 6• PUP 71 78 83 71 79 64 74 66 77 69 69 63.i26 p,E,F•J, 2 2 2 2 2 2 3 2 2 3 2 3 .3 2 3 8 2 3 3 2 3 3 2 3 K,L q 4 2 2 2 3 3 3 A 4 4 6 4 5 e 5• B e 5 7 6• 6 7 RAIL, 37.000 40.000 44.000 48.000 63.125 LSH HT. TABLES 1. ANCHOR TYPES: 1-iW ELCO TAPCONS 2-1/4' ELCO SS4 CRETE--FLED( 3 -1112 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD- 1812'MAX. FROM CORNERS JAMBS- 1712' MAX. FROM TOP CORNERS ii ifd' MAX. ABOVE THE MEETING RAIL W MAX BELOW MTG. RAIL IS' MAX. FROM BOTTOM CORNERS SELL. ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM VIEW WINDOWS FROM TABLES 7. AND 5. USING THE DIMENSIONAL CRITERIAOFN07E2. USETABLE7.1l ABOVE THE MEETING RAIL AND TABLES. FOR BELOW. 4.AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 12 E/8' MIN.TO38-AWf. S. TABLE WIDTH AND HELGHTUIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONSARE PLEBS. 6. DCSIGN PRESSURE LIMITATIONS: SIZE BLGCHS OF THE ADJACENT TABLE WITH A BOLD ITALICUED VALUIEABOVE THEM, INOICATEA AIAXIMUNS DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, 711E MAXIMUM DESIGN PRESSUREFORTHE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE, TABLE 7. KEY: l PEP OF LIMITED) 712 TiaAD 2 JAMB ABOVE T FULLUp HEAD 2 JAMB ABOVE 4 rn0ovcrRSY s0o MTO,RAIL—.ppgigW, l>aFIaH„ Mill ca d. Aaa, • O I .:Ob21 L�6mI6I�DD TABLE Ti, KEY: AIY T 0`1 MAX. PSF 3 4 1 9 1 3 4 1 3 1 A 1 5 1 S 1 4 1 6 1 3 1 4 1 MTG. RAIL FU! LL 1) JAMS BELOW[ MTG. ML6r��,� ::•;';•`':•••-:'°/n; ','al:r'n ' •ir T�� -:'• ... ": •(,',:;= •, ,� �:l:::.xn,: ;:, = A. LFYLISP<ft,{ILLER5 P-E. 3 9 3 4 6 0 d 6 3 4 4 4 3 rT 6 1 3 1 4 1 6 1 3 1 6 1 5 1 3 1 6 ANCHORAGE SPACING CUSTOM VIEW oTec�w«wruwre SINGLENUNGWINDOW� IMPACT P.o.ncxim nacwen9,nstnl Vtrlbh Heere. "A'"LUM smro NTS 1 10 1 ff j d040-0 F EXTERIOR INTERIOR NOTES' —WOOD ANCHOR 1. FOR CONCRETE APPLICATIONS IN MIAAD-DADE COUNTY. USE ONLY MIAMI-DADS COUNTY ALL HEAD AND SILL DETAI ) (SEEDANC NOTE OR APPROVED 114'ELCO TAPCO143 OR 1f4'SS4 CREPE -FLEX. MINIMUM DISTANCE FROM 1.314°MIN.EDGE ANCHOR TOCPLIMI NSIN 1AKE-D. CONCRETE ANCHOR Z.WOODBUCK 2. FOR WOODMPUCATIONSIN MIAMI•DADE COUNTY, USE N12STEEL SCREWS (G6)OR (SEE NOTEIIB 3) (SEE NOTE 4) 11 MIN. EDGE 114'SS4 CRETE•FLEX. 3.35ICSl MIN. 3. FLATHEAD ANCHORS, WFIERE REQUIRED, MUST HAVEAI2 TRIMPIT HEADS. 3.35KS1 WN.NCONCRETE ; 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS ix ARE BUCKS WHOSE . �'.• 1318, MIN.,1/41 TAPCON TOTAL THICKNESS IS LESS THAN 111T. 1x WOOD BUCKS ARE OPTIONAL IF UNTTOAN 8E .43J-0'IAIN., 114'CR[7E-FLEX _ INSTALLED DIRECTLYTOSOLID CONCRETEORCMU. WOOD BUCKSDEPICTEDAS 2xARE OPTIONAL 1x , j 31, I112'THICKOR _ _ _ �_�_GREATER. INSTALLATION TO THE SUBSTRATE OFWOOD SUCKST'OBE WOOD BUCK � — �_ ENGINEERED BYOTHERS OR AS APPROVED BYAUTHORITYR)WINGJURISDICTION. (SEE NOTE 4) 5. FOR ATTACHMENTTO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF U4, 603T5ANDAMWIMUMOF115'THICK. THE ALLRANUMSTRUCTURALMEMBER SHALL BE II4' L1/4' MNC OFASIXETO PROVIDE FULL SUPPORTTOTHEW(NOOWFRAME SIMILARTO THAT SHIM SKILL SHOWN INTHESE DETAILS FOR2x WOOD DUCKS. THE ANCHOR SHALL BE A#12 SHEET DETAIL A DETAIL B METAL SCREW WITH FULL ENGAGEMENT INTOTHE ALUMINUM. IFTHESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FORTAPCONS TYPICAL FLANGED HEAD ANCHORAGE MAYBEUSED. AFLANGEDFRALIECQMPONENThTAYBESUBSTRUfEDFORAM INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FORINTEGRN.FIN MULLEDAPPUCATIONS IT IS EXCEPTABLETO REMOVE THE FIN AND ATTACH TO THE 1114' 134T MULL THROUGH THE FRAME USING'THE FLANGED FRAME ANCHORAGE REQUIREMENT. MIN, B. ANCHORS ARE NOT REWIRED AT THE SILL OF FLANGED UNITS, 114'MAX SHIM = fl4'MAX.SHRA—�•{ —I- 7. MATERIALS, INCLUDING BUT NOT LIMITEDTO STEELSCREWS, THATCOME INTO CONTACT I WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBCCURRENT, 14114'LIM EDGE 1'NUN.EOGE EDITION. ,.r T)I• CONCRETE ANCHOR, I I WOOD ANCHOR, •� FH BELOWMEETIno FROELOWMEETWO 1 II RAIL (SEE NOTE 1531 I 6 RAIL.(SEENOTE283) 3.3SKSI MItL CONCRETE INTERIOR ..". OR 1.5 KSI UK CMU (ALLJAMB DETAILS) EKTERI OR MU SSBSTRATIONAL 6SEE NOTE -0ONCRETE (SEE NDOTE 4)K . DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 114' 5/6' A11N, F�GE 2-12' E61BED/,IENT MAK MAX WOOD FRAME MAXWOOD FRAME �SMM Fl.d& _ 2-IW EM FOMENT _ x21121NAB, Ill! .131'CIA. MIN. c. AT CORNERS �/ e LWxn aee rm4u.L x 21121 NAIL, AND 6' O.C. WOOD FRAME AT CORNER3 AND 5.0.C. N�'h1IM1 EDGE yTyy y:ll;yyiA L4 M' x 21D' NA14 AX. ATCORNERS �: _ti.t�' •y�.�e, L•:`p •,-:^ SHIM AND 5' O.C. 12- EMBEDMENT DETAILF, (HEAD) DETAIL E. (JAMB) DETAIL G. (SILL) TYPICAL INTEGRAL FIN ANCHORAGE ! ` ANCHORAGEDETAILS`- IoioT4CIPNDxXwx1E i•'''t•"-•• •i 1-;: u,s IJ.V611kGfifyn5 '., /:ll\J,IyI. ��.i mIISU �AL(JM.SINGLEHUNGWlNDOW,lMYAC7 — _ A Roxau{,—.4 91noaynw�y """ "" LYHDII,IIIIER. P.E. FX 1lDs J,J. Nmr 4siL/40 TITS 1f a }1 �404D4p F FL P.E.B 63705