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HomeMy WebLinkAboutNOA 8-12-16BF, P, ,Xt`x ffE_i T OF11EOULAZ'ORiI AN AXON01VIIC RESOURCES (11ER) 11QA AD AND CODr.A1)JWISTRNi1bN plv]ON_ c� • -'ram , 1VIIAiV1I D PRODUCT CONT1iOL S C710 11905 SW 26 5lreut,'Raom208 'r (786) 315 2590 F (786) 3I5-7.599 sv%vw, niln m i d n d e, t+o v/eco name NOrth Venice, PL UZ/5 196ori✓: This NOA is being issued under the applicable rules and regulations governing the use of construction materials, The doctuneintation shbniitted hits been wlewed and accepted by MIanii-Dade County 1tER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AW), T1ils NOA sliall not be valid tiller tile expiration date stated below. The Miami --Dade County Product Control Section (In Miami —Dade County) and/or the AHJ (hi areas other than Miaiiii Dad.0 County) reserve the r,'& to have this product or material tested for ellialityy assurance purposes. If this product ar material fails to perfortu in tfie accepted manner, the mauufactui'er will incur tine expense Of such testing -and the AHJ lr Y unnledW61y revolve, modify, or suspend the Ilse of such product or material within 'their jurisdiction, RER reserves the right to revolve this acoeptanoo, if it Is detemilned by Miami —Dade County Product Control Section that this product or ivaterIal falls to ineet the requiroments of the applicable building code, This product is approved as described heroin, and has been designed to comply with [lie Florida 13uhlding Code, IncludingtheHigh, Veloeit lElarrionlreZoire,., `P �_ - RuiscIRuTIONs Series "STD '100" A[uiiriuuna Srngle�7[utt VYir+do�VLI.M.I. AWROVAL DOCV ENT: Drawing No, d04020, titled "Altura. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09101105, with revision F dated 05105116, prepared by manufacturer, signed and sealed byAntliony Lynn Miller, PX1 , bearing the iviianu-Dade Cotuity Product Control Revision stamp With the Notice of Acceptance number and expiration date by the Mianii-Dade County Product Control Section. _JWTY STLB, EMACT RAYW-1Cx-L rge_and Sinall Missile Lmpart Resistant, _ LABELING: Eftoli unit shall bear it 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, 7R,ENIB, 'WAL of this NOA shall be considered after a TeneNval application has been filed and there has been no change In the applicable building code negativoly affecting the performance of this product. TiC , WNAUOW of -this NOA Will occur alibi'the expiration date or if there has been a revision or change in the materials; use, and/or iiiariufactrue of the -product or process. Misuse of this NOA as an endorsement of any product, for stiles, advertising or any other purposes shall automatically terminate ihis.NOA. Failure to comply with any suction ofthl. NOA shrill be eausefor termination and removal of NOA, . A1DVp,, R YSEi Mt, NT: Tile NOA. mmiber preceded 'by the words Mlanli-Dada County, Florida, mid followed by die expiration data way be displayed in advertising literatinie. If any portion of fire 1Rt7A Is displayed, flied itslrnll be dove in its entirely. JNSPg&10N: A copy of tlils entire NOA sliall be provided to the riser• by the manufacturer or its distriliptois and shall be available for inspection attire job site+,uf tbb request ofthe J-344ifi Official - This NOA revises NO AO 15-0519.08 and oonsists of 11 0 pages E-l; 2 and E-3, as tivelt as approval d6ciuneritlneritioh d.Rbove, , �' �o. The submitted doomncntation was TO Jle eii byJ,Y��`�tte�����'��> •. .. '{' la's', �, t NOA Nb, 16-0714.06 .. ,�t tU lY.t' , , t! ; ! t pirit#1onDate: Mareh %, 2021 �MRMIDADEUNTY�!+, i ' `" '' ' {� Appeovai Date: August 18,1016 .,+ {t �.. •3iP V+ ,`,�f°)1.t 1i'age! PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 05-1018.01 and 07-0322. 06) 2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through. 11 of 11, dated 09/01/05, with revision F dated 05/15/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, RE, B. TESTS 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 aPVC 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-8717, . 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 6) Forced Entry -Test, per_FRC_24.11.3.2.1,_TAS_202.-94__ along with marked -up drawings and installation diagram of an alu in -am. 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 underN®.A 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 hang window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL- 4958 and FTL-5063, dated 10/03/06 and 11121106, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) Manuei rer c, E. (_ Product Control E_V er NOA No. 16-0714.06 Expiration pate: March 26, 2021 Approval Date: August 18, 2016 E-1 PCT Inidush ies, Inc. NgfIC1E OF ACCEPTANCE, EVIDENCE SUBMITTED B, TIESTS (colwx u-BD) 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 flame, 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 `Pest 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 Reports No. FTL-4649 and FTL-4723, dated 10/05/05 and 08/11105, both signed and sealed by Edmundo Largaespada, P.E. (Submitted render NOA 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 per 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 -- windoww,—with f n-fi-ame,-prepared by-Fenestration_Testing_Lab-oratory,.Inc,, Test,- Reports No. FTL-4947 and FTL-4650, dated 08/11105, both signed and sealed by Edmundo Largaespada, P.E. (Submitted wider NOA No. 05--1018. 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 Ednrundo Largaespada, P.E. (Submitted under NOA No. 0S1018.01) Manuel P ez, PX. Product Control x finer NOA No.16-0714.06 Expiration Date: March 26, 2021 Approval Date: August 18, 2016 B - 2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE, STJBA TTTE� C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 05/12/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No.15-0519.08) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS -1. Notice of Acceptance No. 14-0423.17 issued to .)Eastman Chemical Company (MA) for their "Saflex, Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. 2. Notice of Acceptance No.14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Eutacite© PV>B Glass Interlayer" dated 04/25/15, expiring on 12/11116. F. STATEMENTS 1. Statement letter of,conformance, complying with EEC-50, Edition (2014), dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lyme Miller, P.E. (Submitted under previous NOA No.15-0519.08) 2. Statement letter of no financial interest, dated May 16, 2015, issued. by manufacturer, signed -arid sealed -by A. Lynn Miller,-P.E. --- _ _ _ -- ---.------ (Submitted under previous NOA No.15-0519.08) 3. Laboratory compliance letter for Test Reports No. FTL-4957, FTL-4958 and FTL- 5063, issued by Fenestration Testing Laboratory, Inc., dated 10/03106, signed and sealed by Edrnundo Largaespada, P.E. (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. (Submitted under NOA No. 054018.01) 5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P,E. G. OTH +'RS 1. Notice of Acceptance No. 15-0519.08, issued to PUT Industries for their Series "SH-700" Aluminum Single Hung Window - L.M.I., approved on 07/09/15 and exphing on 03/26/21. f Man el Pe ex, X. Product Control E am'her NOA No.16-0714.06 Expiration Date: March 26, 2021 ApprovalDate: Augast 18, 2016 E-3 GENERAL NOTES IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN. WINDOWS s AI;oAaDsusED e •111, FLOAIOAOBILOIN•G CCOE(F8q 6TIf EORIDN GLA7J'460 TIONS:(SEEOETAILSOK.qHEET2) !ASPS E17C0-09 !ANSBAFdPANOS101x FOE1{Y000 CONSTNC710t1 T. /// .PASft6'LA411CONSISTINGOF(2)UTESOFI[O'.1'JJNEALEOGLSSVATHA.090'KURARAYEIUTACITE"PVBCBYKURtLRAYAMEFUCA.IKd� •t�UBA6vl,1AEDlGttd�:a.ADA4x01D •Aislst0007Nxa010 ' _{ OR.ciso s FLEXPVBINTERLPLYER(UYCWU. ANCIIEIAICALCOhIPMIY) B.57(6' LAlAI CONSISTING OF(1) UITEOF IAI'ANNEALED GLASS AND (1) LITE OF IM-HEATSTRENGTHENED GLASS WTTHA .09I1: KUPARAY BUTACITE°PVB (BY KURARAY AMERICA, INC.) OR A90'SAFLEX° PPS INTERLAYER (BY EASTI.M VHCM110AL CDh1PhNYI C.611G' LMII CONSISTBIG OF (2) UTES OF 1f0'HEATSTRENOTTENED GLASS WITHA BUTACRE'PVB(BYKUWrRAYM1EfUCA, INC.)OR.O90' SAFLEX' FVBINTERLAYE)L(SYMSTLMNGHEMOCALCOAIPAMYI .090`.KURARAY O.7f IG LAMI CONSISTING OF(2) LRES OF 371S-Atd.'EALED GLASS IVITL(A.090' KURMAYBLFrACITE`PVS (BY KURAMYMIERICA, INC-) OR.Wr SAFLEX* PVBIWERLAYER(BYEASTMM4CHEMICM1LCOLIPANY) [.7/16' LAINI CON81571NOOF III LHEOFWIS'ANNI&RLEOGLASS AND (1) LITE OF311V HEATSTRENG7HENED GIASS VRTH A NOA DRAWING MAP 090' KURMRY BUTACITE°PVO (BY KL1.3ARAYAL'.ERIM INC.) OR.090' SAFLIX° PVB RlTERLAYER(BYEA57MAtl CHEIAICALOOMPANY) Fahw L%UAI'CONSISTING OF (2) LITES OF 3R6'HEAT STRENGTHENED GLASS WITH A.09D'WRARAYBUTACITE :PVB (BYKURARAYAIAERICAof N 0-) SHEET GR.090' SAFLEX° PVB L`TTER,LAYER(BYEASTLAAN CHELUCALCOI.IPANY) Ca`73fifi' LM111G: (1) LOE OF 1!e' TEl.PEREO GL4SS,AH AIR SPACE AtJO yf6' LMif CONSISTING OF (2)LITES OF 110'ANNEALEO GLASS WfTll A GEMERN. MOTES........... I GLAZING DETAILS.._.._2 ,090' ILURARAY BUTACITE°PVB (BY KUIWAAY AttERICA INC.J OR.090' SAF'LEX°PVB IMTERLAYER (BY 61STLUIY CHEMICAL COMPANY) E1t6: TE IA PERED GUASS,/W AIR SPACEAND 511fi'L/U.11 CONDISTIHG GF(f)LREOF IIB'ANNEALED GLASS AND(1)LITE DESIGN PRESSUflES....,,. B ELEVA7ION5:;_..........;�A H. 73/18•LAIAIIG:{1JLITE OFHEAT STRENGIHEtI[J3 GLASS WITH A M90` HURMAY Bl71AOITE° PVd (BYIBIR.V WYAALeRICA, INC.) VERL'BECTIONS_._..__. 5 OR.OSD•.SAFL.EX°PVBRRF'RL�lYER(9YEASTMAN CHEIAICALCO�IPMIY) !, iffiIO'lMU IG: (1) LITE OF U8' TEAIPEREO GLASS• AN AIR SPACE AND 5115' LAMI CONSISTING OF (2) LITES OF 1N' HEATSTRENOTHENED GLASS HOR _ ZOTIONS._....._..5 .PARTS LIST.........:-...__ S WITH A.1. KURARAY B_ACRE�PVB(BY KURARAY M.IERICA•ING.)OR.000'SAFLEX°PVS INTERLAYER(BY EASTMAN CHEIAICALCOMPANY) EXTRUSIONB...,.__.........7 J.13ffCLAM1IG: MILRE OF �18' TELiPERED GLASS.AN AI RSPACEMI07l16'LAL11 CON9ISTINOOF (2)IJTES OF3ff6•ANl1FJLLE0'GLAGG LYITH A .I-UR`m'B_A-. CHELOCALCOMPANY) CORNERgETAIL..„......._ 7 ANCHORAGE 0.11 PVB(BYKUMRAYMIERICAINC.)OR.096'SAFLEX°PWRTfERLAYER(BYE'ASTMMI K, iti18'LAMI IG: (1) LRE OF iRL' TEMPERED GLASS, AN AIR SPACE AND 7/I6' LAh11 CONSISTING OF(1) LRE OF'Ji6' ANNEALED GLASS AND (1) LITE _... ......... F 3H f. HEAT STStENG7HENED GLAS$YRTH A.09D' KUFWlAY BUTACRt=r PVB (BY KUINRAY AYIERICA INC.) OF.. OR.D90'SAFL. PVB INTERLAYER(BY FJ15T61AN CHEI.COMPMIY) L 10 1.LAIM IS: (1) LITE OF 1f0' TEI PER60 GLASS,MI AIR SPACE AND 7115' LMII CONSISTING OF (2) LITESOF3118'NEAT STRENCLTHENEO GLASS YRTHA .090' KURARAY BUTACTLE-'PV9 (BY KURARAYAMERIOA, INC.) OR.090` SAFLEX'PVB INTERLAYER (BY EAS7MIM CHEMICAL COMPANY) 1.1. 1:11fi' LAW 10: (1) LITE OFp @•ANNEALED GLASS, AN AIRSPACE AND St10` LM1I CONSISTING OF (2) LRES OF IWANNEALED GLASS WRIT A .0911' KURARAY BUTACf E PVB(BYKURARAY AIAERLCA,INC.)OR.090'SAFLE:L°FVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) R. CONFIGURATIONS: -Or(111, YIEWAND RADIUS TOP. ALLW1 LOW OR HIGH SILL OPTION) 3, DESIGN PRESSURESL (GEE TABLES, S) MEETS 3) A. NEGAME DESIGN LUAUS BASED art TESTED PRESSURE AND GLASS TABLES A4161 E 13D0. B. PGSRIVEDEMON LOADS BASED ON WATER TEST PRESSUREAND GLASS TABLES ASTA4E 1300: ----- -- --- - -- '- --- - _-'- -- - - -- --- 4.ANCHORAGE:THE33N3KSTRE88ItlCREASE tM NOT BEEN USED IN THE DESIGN OF TUBS PRODUCT. SEE SHEETS 8 THROUGH II FOR ANCHORAGE DETAILS. pR0pL1CTMY19W L47•^0"MMOH 171aWn 5. SHUTTERS ME NOTREQUIRED. 6. FRAM EAND PANEL CORNERS SEALED WITH NARROWJOINTSEALANT ORGASKET. BWdlit6Cx'e A�1��o e16•o I. 06 7.RE0EREN6E3:TESTREPORTS FTL•4045,FILd646,FTL-4647,FTL-4648•FTL,049•FTLABS0.1"TLAIIS1;FTLA723.FrL-4957, FTL-4858AND FTL-6067. ANSBAFBPANOS FORWo..ODCbNSTRLICTLCN j�jnni�i'ma•n('lro4 y= "\ . ALUMINUM DESIGN MANUAL D.SF-jiIESRA00ELOESIGtlA710N SN7D0. ALSO REFERRED TO AS SH701. 11111111r: - 'O.THESPRODUCT HAS BEEN DESIGN TO COI. iPLYWRNTHEREOUIRESIEM'S bF7HEfLORIDABUILOINO CAGE, INCLUOINOTHEHIGN VELOCITY.�i��.+,'•u�^:f,; {�t',4. HURRICANE ZONE(HVHZI. - _ 10. FOR INS{1L4ED aLA551NSTALLATT4NS iH THEHVNZABOVE 30 FTr ONLY %AWNOOPTIONS WITH TIPAPERED CAPS (GL)AREALLOWED. rl•'• S:L;:h,; '.: '•+<tYjOa::.: 4R 'OSALfO -F AOPFDSFACER3TOBBL£T2 IOISIECHIwIOGYA'nE ILYFJSK,R3D15 Pa ep rles Baxoms.rwm! IC=1 (t(�a-. � GENERAL NOTES ALUM, SINGLE HUNG WINDOW, IMPACT '' "yr'ly:I- �c i•�.� hLf�iP.�S'l'AIIIEF0 P.E. F1E:86875 r N_"-'" .r ,..a... �... m.>„ ms.. Vut6lymrce: """" 'srrnu MS 1 •• T1 �p4040.20 F 11TNOM GtASBB[rE 7116" LAMINATED'GLASS P.201 Ooscrlpooll hi.follal .71 I<ornmddng 4SGTPSSpacerSystem See 72 pueaca Supe[SpaoplLiXFtR11h'Hul MeN Bulyl Illb Sheet Tor Maleriais -7.1 Ouaoea DumseaTSpaeer 74 Caeam XL E89e Spacer GLASS EXT ERIOR TERIOR INTERIOR [� ' 71-74 �1-74- _ r (ALL SECVONSI PVS• KURARAYBUTACfr n tk•NDEL 12 NOi.L PVRINTERLAYER . 48 p GLASS BITE AB GLASS BTIESAFLE)ePVe INTERLAYEIL RY EASTMAN CHEMICAL COMPANY . 36 7D 38 70 113•ANNEALED OR HEAT STRENGTHENED GLASS 1I. ANNEA M ORINTRHHEAT STRENGTHENED GLASS .090 PVB INTERLAYER 116•ANNEALED OR HEAT STRENGTHENED GLASS 811WANNEALED ORHEAT.STRENGTHENED GLASS alle'LAAIBIATED 7110•IAMINATED- AIRSPACE AIRSPACE.. 110• ANNEALED OR TEIAPERED GLASS 118• TEI PERED GLASS - 0110• NOAL 10116• NOM. _ 19/16"IAMIIGGLASSW/61f6'CAMI B6;67,8B"ar92--'13/16°LAMIIGGLASS-W/7/IW-LAMI-89•GDGr91 -- ---- --- - --- -- ALIILe1RBA 3nR:cllE •hVLRODITL FLEINFORCElAetR pCLYI30r OESICCRt'RFlLLMp11 STRUCTURAL BVIYLELIE - elluNba SBICCNE-0116,IIWL BVIYLa ' 'ta16•f.'C\L 5PAL STRwrUpAL ' BPI:OLL FORA '51000`IESEAL PCUMOSMMI-1 Yam RML-FCN,'rD %*"OE31CCA:R DESICCANT BESLCRCAIR STAIIR.E36 STEEL EXT.GA33 EXT. GIAS^u.. M.GLASS E%T. GL/S9. " Rl<GIA35 . IIIT.GIlSS 114T. GLASS .. pR. GIA53 KODISPACE QSUPER TRURASEALO L E5GE" TT 4SGTPS sPACER�MXT— -SPACER SPACER pA.vDX 157 gtONaf:aAlT4a{rr{ AD1D-zo NOTE: IAMI IG OUMOARD LITES IAAY BE UpdontDTO311B• WITH NO CHANGE IN DESIONPRESSURE. ilt FLANGE OR INTEGRAL FIN WINPt]WS W/ HIGH SILL OPTION TABLE 1. BASED ON FLANGEp WINDOW TIP TO TIP FRAME DIMENSIONS O• wl HEIGHT WIDTH =G G 63 66 GO". 70" 7Z' 74" 76" 31 MEETING.RAIL 4B" A,B,t.1 t80.0 -60.0 +80,0 -Gm0: +00,0 -00.0 t040 :80.0 i90A -80.0 +60.0 -fiD.O •i00.0 ,E0:0 1(T 60" A,B,M 460.0_ -80.0 +H0.0 -60.0 +H0.0 •B40 +80,0 -00.0 +8a. .6 t80.0 -00.0 4740 78. I ,X, gASH 62" A.B,M +OD,O -00.0 480.0 -B0.0: 480.0 1 -SO.0 +80.0 140.0 +78A -16.8 47T6 -77.3 +75.9 76.9 L 1 4 6311e' A,B,M }80.-OCLO Na, -79.0 +7 --01A t}704.,0 87.01..0 a8M0 kS +80.0 6.000 -D0 UP7pE311G" CO,E,FGH.IJ,K,L 0 , STANDARD VIEW &RADIUS TOP FLANGE OR INTEGRAL. FIN WINDOWS W! HIGH +I O• t V IR MEETING )tAIL X q6H CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION TABLE 3. .r OASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS AT. IIt4 YU!lOOW HEIGHT MINUS SASH HEIGHT I6IA):, WINDOW HLWf SASH -76"FLANGED AND 76"INTEGRALFINI .O• )AINUS WIDTH GLASSTYPE 1T 118" 2211/16" 202116" 33 SIN. 396I76 4417I76. 60310" 6516116' y SFFFA���TTTSH 67'LB" O,E.F.J,K.L+ +80,0 -80.0 +80.0 -0D.D +80.0 •80.0 480.0 -00,0 +7D.0 -l0.0 +70.0 -70.0 +70.0 •70.0 +7%0 -7D.0 HT, MEETING RAIL GLASSTYPES: TESTREPORTS TABLE4. T A. 6/16' LAMI - 118'•A,A947J8'A) FrL-46474640, 4728, 4957 B. SIM* LAM] • (UWA„090,116`HS M4G47 4040 _...FTL-4047 AB40. - D.7/I6' LAMI-(UIG'A..0S0, WIS`A) FTL-4645, 46DS E7J16'LAM141- /tfi'A..080, 3116"H5 FTW646 r80DULTneYIS00 F.7/16•LAMI+ 16'HS..090, 311a'HS .FT1,-1645 P4imJuiq rAi W. ne0,lmy G: 12116 LAM] 10- i1B• T. AIR SPACE. SKS•LAM!- 1f8'A„090,110'A FTL4648, 4723 t�r���e�,IG•o IQ•.cja iyy�er H.13l10•1Ah111G=11B•T, AIR SPACE. filt6•LAL11-(118•A..090.1/a`H5) FTG4B4B is 9J" L13ftOtAMi1G-'H6'TAOTSPACE,.6116•LAfA1-1IB71S..090,1/B•HS FI44648 By, jjjppry�� x11°"1 +r'Itinrwuw J. 13116'. LAM[ IG- 1/6--T,AIRSPACE. 7AWLAfAI-(311G'A,:090, VITA FiL-4046. 4650 K. i7/16•LAMI1G-11B•T,AIRSPACE•7116•LA811-(J11E•A,.096. 0fi6'HS) FTL-I049. 465D•495D L1"J16'IA1AlIG-11B`T AIRSPACE, 7f10'.IAMI- J16'HS"O90 3176'HS) FTL-4649.4630 ,Lpt1111,++ •' ' • urr! •;�� M. i7HC LAMIIG-ifB•A, AIR SPACE.Slt6`LAMI- 1fa'A..OGa TfT FTL506;1 " .` NOTES: J. YANDOWSWRHTHE LOWSILL-OPtION ARELOArTED TO A POSIDVEDESIGN PRESSURE OFf04.0PSF GR.LQW6RAS SHOWN IN THE TAP; S. NEGATIVEOESiON 'yC°_ PRESBU(LESAREUNEFFECTED, 2. FOR INTEGHALFINWINO.OWDESIGNPRESSURESU$ETHEABOVETABLES BY DEDUCTIN'1•FROMTHE"GED,TIP4"P FFWAE DIMENSIONS. ;• 'Y'•�:i0.'• 3. AVAILABLE SASH HEIGHTS FORCUSTOIA WINDOWS ARE 125E•FIINIIAUMT03B' 1, [mom., �- .4.GLASS TYPESC, G.H. AND I IAAY9EUSAO IN SASH oNvi "" uro4cgq'otog7p0tvE bESIGNPRESS URES 1.' •<R'+''~ . _ ALUM. SlNGLE'HUNG tN1NOOW, IMPACT• 141k11 a1115 kEri po.e[fppx uro UOuawAnam+ +u +)• r�`t A: LYNNI,IILL�P P.E. FL P.E,O50705 T2HbBmer 81iRn Nis =3.w i1 �'��40.0•=2D ,r<, F ' SJN7 f.K 9IIAf5 •JJ.� SILL OPTION TABLE 2. BASED ON FLANGED WINDOW TIP TO TIP FRAME DIMENSIONS ' WINDOW HEIGHT WIDTH GLASS TYPE 30310" 44' 60610" 63" T2" T4" 76" qp•• A;H,M i00.G =80.0 +040 -80,0. #70.0 -70.070.0 s0'• A,B,1A iB0.0 -BD.G t80.0 -00.0 +pp,0 -80.0 +79.B -79:8 +70.0 7ti.0 +70.0 70.0 +70.0 700 62" A,B,M +G0.0 -0DA +00.0 -00.0 +00.0 -SD.O +78.8 -70,9 +T0.0 70:0 +OB.B •E0.0 a67.6 -07.8 631I0" A,B.M1t ta0.0 -80.0 +00.0 -BOA +76:0 75.0 +88.0 A0:0 t66,7 -66.7 +fi5.6 •65.5 UP TO 53110" C,D,E,F,G,H,I,J,K,L +90.0 -00,0 +D0,0 -00.0 aB0.0 -0D.0 +70.0 •70,0 +70.0 •70.0 r70.0 -70.0 -53JIVMM.FLANGED OTH E)LQ(ALL) 75 Ax., HT EAMlM) T ILE E ULO SEE DLO US MUrpom vEwrvLO (ALL)— DETAIL B DETAILA VIEW (STANDARD SASH). D I.F. sm I 13LO TABLE 0 L.FLANGm SEE D T-- I.T L 1 � -X�l PA DETAIL D DETAIL E VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) NOTES: 1.11ES'=F'AND HOF.UZOfff4-GtCTIO'l DETAILS. ETAIL VIEWS. ANCHCFtAGE!NFqRMATION. WINDQWS,(DETAI.LS B&q)ARE BASED ONATRREEOVEkTV70 FDWAT- rrtboucrnsvaeG cekzj A. 1.,YLIIN. loll U��EP.P,5, Po. I-- P 1 1 �E­ N4 NOTE:MIN. (1)SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL 130TT014 LOCKS, (1) 6' FROM EACH SIDE OF SASH. :NSME .L`---MAX. VENT DAYLIGHT OPENING ZR—_ NOTE: BAL BASEDON 0,10.,1, I I f I OUTSIDE I y� MAX. FIXED LITE DAYLIGHT OPL•NING --�� MAX. WIDTH SECTION A A OUTSIDE INTEGRAL FIN (Q..) FRAME SECTIONS INSIDE 47 tia aww 2LsLg 48 LOW SILL HEAD JAMB OUTSIDE 608 I.F.FWIME'h 11 I ........,....,�., ( OL 1 (LOW SILL) SEE 1.107E ABOVE ULTRAUFT 12 ONLY ULTRALIFT ONLY imKOJ�s,fia� "VAIbr�Berrer sNTb HaIP 6 .r !f�4000-ZD `1111;1 N1r1rr . r„ - A.LYNNMILLER, P.E. FLP.E.HS6705 I 27 1010 Ne X.625PLLFL.SMS 7858 2,8T8 28 4007 SA SHBOT7011RAIL(LOWSILL) 612230 2.704 30 1226 WSTP"BULEMNYL OTP249 31 400B SASHSIDERAL 612231 .OBY 34 1260 SASHFACEGUIDE 42501 35 1822 um SETRNGBLOCK31JJ2•X2SM"X7• 71022K 36 1052 LAWIGSET7INGBLCCK I•X3f4'X1N6" 71052K 0 37 1224 41NYLGLAT- DEAD BULB(THICK) STP247W,K 38 1225 MNYLGLA7 BEAD BULB(RMN GTP248K - 41 40390 GLAZING BF141,5f1BLAyLGLAW3. 940300 47 FRAME. I.F. HEAD 42 4044D GLAZINGBFAD.51181%HWGRILL KIT 644709 9407fA, 6063 T8 -44—-4222A-- GLAZING BEAb,T116'.LMI__.-- _._____. _ _ 64222 FRAMEJ.F. LOW SILL-- .. - 46 9850 GLAZING BF?D, 7MI'LAMWORILLICT fi986 �8 8407214 bI163-Te Ae 113. GLA7JNGBEAD, 13110•LAW L0. 64087 Z9 47 4071A ER OJ .TREAD - 04071 tanOnUCYRrLVt66D 40 4072A FRAME,IF.L WSILL 84072 2,37 n .lalmcoe" ehvc: �tmlltrWa 49 4073A FRAME. IF. HIGH SILL 64073 60 40740 FRAME. LR JA7M 64074 2D2 52 4009 SILL LATCH (EGRESS OWSILL) 764008 082MOM a7 r 63 Me SPRING,SILL LATCH(£GRESS) 7SPRNG TRIMNESS 4.171 fit.m Ja vt wt azamt 54 2740 BILL LATCH(EGRESS) (HIGH SILL) 62740 2. f 56 1014 SCREEN w THICKNESS FRAMERIOR-3,W 61014 .082 NOM tI111 y4 66 i830 SCREEN CORNER K£'A4R YING5 71630 � -; • .ra .1,yy ,, ;• • 57 te31 SCREEN CORNER KEYOTVOUTRINGS 71831 ::cy:••:•t;;.;:� •'- 68 1073 SCREEN SPRING' 7CASP :' •:)' S9 1824 SCREEN SPLINE -.135D9l FOAM 61624K - 50 FRAME.LF.JAMB _ :•„•;..7rt•. •;:;.•:i 17407413, 6063-T6 FRAME,040 I.F. HIGH SILL '•- ' 49 N4073A, B063-76 (US EDAS RADIUS TOP HEAD) %.;,•;""'6/�ya''� -,_^ PARTSLIST .. .•.ana;-..: •:.;':' to lEl]Wo�0DYQ9M1E-PAR � ii�f)i .�-••� :,�:j'�. aH .VENIW,R3rA5� ALUM- SINGLEHUNG WINDOW, IMPACT ' N... t� ` nm 1 1 ,6oX1 .m. +ALYNN hIIL1ER, P.E. HdcoHt9,n.aer4 Vr<rayn<rra sN7A1 NTS 6 n 1i rp4090.20 +F FLP.E.959705 N. 4fIN5 J.J, �S4! FRAIAE SEALANTALONG ENTIRE JOINT Il I.E. FRMAE I q.:T 1.J3I —FL }—AN—G1E.2TF4.79R84A—M2E HI O3 d14o03c, sa.0636-2 F Te If 2.3L31 —061 1III b6 EADO1 Darr 5b00 ' I� WELD FLANGE ME SILL (LOWI ALONG SCREW7. BOSS (2 ) ( AT HEAD AND SILL 112110 738 .08Z d90 ,040 .D6zif' VIE T W D-D VIEW £-E (1118 VIEW HEAD 8 SILL. RADUS TOP SILL) (RADIUS TOP HEAD ONLY) O SASH STOP O SASH STOP COVER FRAME CORNER CONSTRUCTION O FLANGE FRAME JAMB 7 9a025. 06376 i7 94053, BD83•T5 O50 94004, 6063•Tfi (USED AS MILLS TOP HEAD) —^I 1185 --j r 1 h�T-I • 4�t.088-•;-�—�-{.878 1242 66 -T BEAD. 6/16" �1. 94039B, 6063 T5 .70 1.978 oflz zlss7 062 31 SASH SIDE RAIL 062 - 94008.606345 FIXEffMEETfNGRAIL O SASHTOP-RAIL --O-SASH BOTTOMRAIL(LOW)_._ z� 23 94006C, 8083H8.78 26 #4007, 6003 F6 k 94054A, 5053HD•TB® 1A95�•---.-IcPROPUUMV)SW O GLAZING BEA ,6116" F1y6vSN,nvk4d. 878 42 fMQ&tc d. 94044B,6083•T5 Anncmaw 16-b 14"06 2.328-1 1.��r.-�..IT (USEDW/GRILLIDT) c7rM v,re 7A21 .082-"- 44 GLAZING BEAD17115" By- _ rm4"acw �rj���\) 2948 1$4222, 6063T5 ' V 3.448 .083 . R678 � •+-•.D50 `:lr rll lflllr . .002 .� • :..: 670 Jig(•: '� . GLAZING BEAD. 13116" IGF- 2 =7a4 z%�"q' -• A5715"1'� I MUST, M-16 v,sm SASH BOTTOM RAIL (HIGH) 45 GLAZING BEAD, 71i6" 69 FLANGE FRAAMC, 6063-T6 MESILL(HIGH) 68 9405fA; 6063 TS 94050A.6003 T6 (USED WI GRILLKIT) •,1 •'• ! ��� b ! �: P.0. PAICi51B —"� :'—• •,•.,•,••. •,,,••..•`•. ••o.: .....—n,.ww..... .._. A. LYNPI(.(dLhR, P.E. IIONOMt9,Fi:Atfi v�raH Rerrer srnm Na71 7 a ti d04o-20 P FLP.E'1#68705 ANCHORQUANTITIESFOR lit 'FLANGED WINODWS- TABLES• ANCHORAGE NOTES: 1. ANCHOR T'PE5: 1- H4' ELCgTAPCONS 2 -114* ELCO, SS4 CRETEFLEX WINDOW H8GHF 28.003 1 34.603 AOX03 -46.603 52603 1 E6.603 64.603 -0 SUBSTRATE:' ..1412SCREWS N��O.-O �O NO-O NUNO �O �U U NO �O NU N:O '-O �U U No•-o tUNO'-O'rom _U -0 Z FOLLOWING DIMEN5lON5ANCHOR LOCATIO�S Bl1SED ONTNE WINDOW GLASS WIDTH TYPE U U gg S U U U .9 "U U U p Q ? O U U U U U ' _ o HEAD-16112 AVULFRO\7TOP CORNERS JAKIBS-17t72'K1PX.:FROMTOPCOFtNEBS IS'iAA 1 t 1 1 1 1 1i1 1 1 1. 1 1 1 11 1 1 1 1 1 1 ,p,E,r.1d ff,I,J1 1 1 '1 1 1 2 2 `2 1I2 2� 2 2I2 2 2 Z 2 2 2 2I2 2 2 2 2 2 2 2 2 2I2 2 2 2 2 z 3 2 2 3 3 .FROMBOTTOMCGRNERS REQu SILL=ONAIL CFION5 NOT REDA$M 3. IN QUANTITIES USINGTHE OIMENSIONALCRITERIAOF NOTE 2. ffll 7 1 1 2 _1_r1 2I2 i 2 21, 2 212 2I2 2I2 2 2 2�2 2�2 2 2 2I2 2I2 2I2 1 2 2 1 2 2 1 2I9 t 2 2 T 3 3 1 1 1 1,t 9 t 1 1 1 1 1 1 1 HJ k-L. 12111.2i21212221222, _1 _ 2222 22 22 22 22 23 2I2222i21,1 332233 24.000 4' TABLE FIANGEEDD W N00M. INTEG AND HEIGHT DIMENSION FIN O MENStONS ARETLESS. S. IEstGN PRESSURE!IMMATIONs: m.-'5LOCKSOFTtIE ADJACENTTABLE WaHA qB,M 9 121I1121211<iN 1 1 1 tG i 1 2122'l222222I22I22I222213222I22322233I32233 1 1 1 1 I 1 1 t 1 1 1 1. _7 1 1 1 1 H,I,J,K,L 1 2 1 2 2 2 1 2 .3 1 2 2 2 2 3 112 _1 2 3 2 3 2 2 2 3 2 3 2 2 2 3 3 3 2 2 _1 3r3 2 3 4 1 3 2 3I3 3 4 3 3 4 4 32.000 SOLD ITALICIZED VALUEA13OVETHEM, INDICATE KWOMUM DESIGN PRESSURE WITH THEQUAtRRY OFANCHORS SHOWN IN BOLD. OTHERWISE; THE MAXIMUM DESIGN E FOR THE PRESSURVESIZE A,B,M 1 lI2 1 1 2 1 -- - 2I2 1 2 3 1 1i2 i. 2 2 1 2 3 t 1 2 _i. 2 3 1 2I3 1 2I2 2I3 2I3 2Ix _1 2�3 1 3 3 1' 2 2 1 3 3 1 3 A 1 3 2 1 3 3 1 3 4 1 3I3 1 - 4 4 C,D,E,F,G, H.k,1,IC,L 1 2I212222I31223 1 1 11 1 2 a3222323. _1 1 2 1 2223232I323.3q 2 _2 i _2 2 1 2333 2 2 343I33I4 1 2 2 3 63I344 1 2 37.000 L SSESIZE AND TYPE IS AND GLASS AB1A1 1 212 11- T12 1 2j 1 21.1 1 1 2 i 2 3 2 21'3 1_ 2I2 _1 2I3 2 213 11- 212 2 2 3 �2 213 1 2h3 2 2 3 t2 3{•1 1_ .2I3 2 9 3 2 3IA 1 3I3 2 3l4 2 3 6 1 3I3 2 414 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 _2 2 2 2 2 24o-aao H,IJKL 2 2 1 I2 2 2 2 3 2 2 2I32 _2 3 2I2 2 9 2 3 2I4 2 3 3 3 3 4 2I3 3 4 3 6 3 3 3 4-0 5 3 3 4 4z TABLE KEY: -- -- - - - - - - - --- 2 2 1I2 2, 212 2 2I3 z 2I2 z 2I3 2 2 3 2 2I2 'z 2I3 z 2�3 it 2 2I.1 z 2I3 2 3 3 z 3Iq 2 2i3 z 3I4 z- 3 6 x 3�3 z 3 4 2 AI6 2' 3I3 xB,M 4 4 - --.PSF -79. _ CDjE,FG, MAKL' 2 2 2 2 2I2 2 2 2 '2_ 2 3 2 2 2 2 2 3 2 2 3 2 2 2 2 3 3 2 2 4 2--2 2 3 3 3 2,1_21 3. A 2I3 2 3 3 2 3 4 2 2I3 2 3 .j 2 3I6 2 313 2¢ 3 A Ar5 2 3 4 2 4 6 44-000 M47C PSF 1DP L6VJi'ED1 ii8 rnonucrh ISED HEAD 2 2 2 2 2 2 2 2 2 2 _2 2 2 2 2. :2 2 2 2 2_ 2 2, 2P4�"IIfilihVwflmida AB,M 2T23222I3232123C324233t+34233�3342I394363I33�-0AI5344I6 _2 _•2 r .t reJAMS AHOVE 2 3PSF RAIL2 w"'.0 M JAMB:BELOW Mia-�l p/IjG. RAIL 46A00 79 79N6'G• H,I,J,K,L 2 2 2 2 2 2 2. 2 3 Z 2 2 2. 2 3 2 3I4 2 2 3 2 3 3 2 3 4 _2 2 3 2 3 4 2 314 2 2 3 i2 3 4. 2 3 5 2 3 9. 2 3 4 3 3 6 2 3 3 2 4 6 '$ A 6 2 �-1 3I4 2 � 6ic )'.2. A,B,PA. 22ZI2222I82I22I33I•�12I33I33I42T3343I42I33I4.3�63I99I49I63�3g6 2 2 '2 2 2 2 2 2 2 2 2 2� 2 2 2 .2: 2- 3 2' 2 �3 4.63466 2' 2 (FIALOP) .ctrruu.. HEAio JAMrBA80VE 2 3 -;`��1 , -•S -PSF 72 p 79 G,OE,F,G, HAAKL 2 2222Z 2 2. 223222�33I423343I423 2: 2 2 2 2 2 22. 2. $.434333I4353I344463Aq 3 2 :Z 3 _2. 2 3 2 3 6463468 3 2 3: 53.i25 G•RA2 L-L222222232I22I3 JAMBBELOW _ t/ :'• -M[G. RNL ;~!I}Q •r - 2 2 '2 '2 2 2 2 34 2 23 2 3111'i 2 _2 2I334314333.14353I34 2 3 2 2 3 ;2 2 I4463Is4I646344 3 2f� 2 .9 2 & I6 f • . , moicc wocoFrour va.unX,s73 HOHti,II&RSa,�VufbJj.erns HI AESPAC/NG 1/1 WINDOWS A•LYN+`Y1.IILLER,PE FL'P:E.ZF;5B7t15 ' ucn - • i1LUM.5INGLEHUNGWlNDow. ltifPAGT ,F °""""�" `"'a' m•ivrs r.M ,Z MS4940.20 F' °'iris'ros Tim P.K .JJ: ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE6. ANCHORAGE NOTES: 1. ANCHOR7YPES:2-1I4'ELCOS54CRETE-FLEX WNDOWHEIGHr 29.655 37.155 44.655 52.155 59.655 67.155 74.855 76.000 SUBSTRATE: 3-412SCREWS o w0 dQ U z NO`-O U zw0 ❑ NQNO U Zrza?O U ONON� ❑ U Z�Za�O U ONQ ❑ U z NO U Zt•�O �O ❑ Np U Z NO�OtJQNO U zr70 ❑ U Z,.,z,n0 U ONpNO'�ONNO o U z U zr�O ❑ U z,-z U O ANCHOR TYPE. 2. ANCHOR LOCATIONS ARE BASES ON THE FOLLOWING DIMENSIONS:WID WINDOW GLASS -n,P� $ 00 $ U U $ U $ U U S V U 5 U U $ U U U U HEAD -III 112'MNC. FROM TOP CORNERS 17 f2-MAX, FROAI TOP CORNERS 16'MAX.FROM BOTTOM CORNERS c,TYPEG, 1--1- 1 1 1 1.?_. S- f 1 1 1JAMBS- ,.1- 1 1 1 11 ••1 2 2 2 2 2 2 2 2 2 2 212 2�2 2I2 2 2 3 2 2 2 3 2 3 2 2 2 3 2 CMAX.BELOWMTG.Raa1 19,126 BILL- CHORS NOT REQUIRED 11 1t111 J2' 1 1 1I1 1 11 t 2 2 2 1 2I2 2(2 2I1 2I2 2I2 2f2 2I2 2I2 2 2 2 2 2 2 212 3(2 2I2 3I2 3 2 2 2 3 2 g, NBTALL PER THEADJACFM TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF .. PSF 79 NOTE 2. - . cA,E,F,G, 1- 1. 1 1 1 1 i. ,-i t„ 1_. ,1,- 24.000 H,1,J,K,L 1 1 1 i S 1 2 2 1 1 2 2 2 2 2 2 ... 2 2 2 2 ..1.. 2 2 .1... 2 2 2 2 -,1, 2 2 3 2 3 2 2 2 _ ....1. 3 2 3 2 2 2 3 2 . 3 2 2 2 3 2 4. TABLE WIDTH All HEIGHT DNIENSIONARE FOR 1 1 i 1 1 1 1 1 S 1 1 1 1 1 1 1 1 1 1 i 1 1 1 FLANGED fVINOOWS. INTEGRAL FW DIMENSIONS A,B'M 311111 111 212 1 1 2I2 2'2 2I2 2�2 2 2 2 2 2r2 2I2 2 2 3 2 3]'2 2I2 3 2 3if2 2I2 3 2 _t 3 2 2 2 3�2 ARETLESS. 6. DESIGN PRESSURE UM"A710NS: PSF 68 77 C,O,E,P,G, 1 1 1 1 I t, 1, 2- 2, I_. 1 1 i 1 1 1 SIZE BLOCKS OF THEM)JAGENTTA9LE WITHA 32.000 HJ,J,K,� 1 1 - _ 1 1 1 1 2 2 -1 ..... 2(2 .. 2 2 _ 2 3 2 2 •_1 212 3 3 .1•. 2 2 •1 _ 3 3 3 3 •1• 3 2 3 3 _7 .. 3(3 -,.1_ Z(2 3 3 4 3 3 2 4 3 - • 4 3 - 3 2 ..1.. d 3 SOLD ITAUCR,ED VALUE ABOVE THEM. INDICATEA MAXIANMDESIGN PRESSUREVMHTHE QUANTITY OF ANCHORSBHOWN IN BOLD. OTHERWISE, THE A,B,M i 1 1 1 1 S 1 1 i 2 1 i 2 1 1 1 1 1 1 i- 1 i 1 1 1 1 1It 1 1 2 2 2I2 2I2 2 3 2.2 2I2 3I3 2 2 3 3 3 3 3 2 3I3 3(3 2liI's, I3 9I2 413 4I3 3I2 4I3 PRLSSUREFORN PRESSUREFORTH F:ND PSF 59 67. 79 C,D,E,F,G, 1 1 i 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 GLASVESIZE ANDGIASSTYPE IS 3T.000 N,f,J,K,L 1 1 1 1 1 1 2 2 2 2 2 2 2 3 2 2 2I3 3I3 2 2 3 3 3 3 3 3 4 3 3f3 3 2 3 3 4 3 3f 2 4 3 4 4 3 2 4 3 AVAILABLE 1 ,1 S 2 1 1 2 1 2 2 f 2 2 1 2 2 1 2 f 2 2 1 2_ A,B,M 1 1 7 1 1 1 2 2 2 2 2 2 2�3 2 2 2 3 3 3 2 2 3I3 3I3 3I8 4I9 3I3 3(2 3j3 _2 4 3 3 2 4 3 4Id 9I2 4 3 PSF 54179 62 79 O,D.F F.G. 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40,000 H,LdK,L _2 1 4 1 1 �1 t 2 2 2 2 2 2 213 2I2 313 313 2(2 3I3 4(3 3 3 d 3 3 3 3I3 4(3 4 4 3�3 d(3 A 4 3 3 -6 3 A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 t 1 1 1 1 1 2 2 2I2 2 2 2i3 2 2 3I3 3;3 2 2 3I3 4(-9 3�3 A 3 3�3 3 3 4I3 4 4 3I3 413 A d 113 6I3 TABLE KEY: •------ - -_ .__ .._.. MAX PSF - PSF 49 79 S6 79 79 -- C.D,E,F,G, F1,LdK,L 2 1 1 2 t 1 2 1 1 2 2 2 2 2�2 2 2 2 2 3(3 2 2 2 2 9�3 2 3(-0 2 2I3 T 3 3 2 4 4 2 3I3 2 4 3 2[ 4 4 2 3 3 2 4 3¢ 2 4 2 3 3 2 A 3 2 djd 2 3 3 _2 6 d 44.000 (OP LIMITED).13 Tenn rsEv�ISE�nnaRa Poilda+g Cade �� 3 E�/� 9 I 0 14•! �2J JAMB ABOVE 3 3 M1.G RAIL +m »r JANB BELOW A64 do IW4t iCdnCtf, A,B,M 2 1 1 2 1 1 2 1 1 2 2 2 2 2 2 _2 2 2 2 3 3 2, 2I2 2 3 3 2 3I4 2 2�3 2 3 3 2 4 4 2 3I3 2 4 3 2 4 4 2 3I3 2 d(9 2 4 4 2 3r3 2 4I3 2 4Id 2 S 3 2 5I4 PSF 45 74 ST 14 79 79 C,O,E,F.G, H,I,J,K,L 2 1 1 2 1 1 2 1 1 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 3 3 2 3I4 2 3 3 2 3 3 3 4 4 2 3 3 2 4i¢ 2 d d 2 3 3 2 4 4 3 4 4 2 4I3 2 5 4 3 4 4 2 4 3 2 5i4rmvTrG' 48.000 v A,B,M 2 1 1 2 1 1 2 1 7 2 2 2 2 2 2 2. 2 2 2 3 3 2 2r2 2 3 3 2 3Id 2 3�3 2 3 3 3 d(4 2 3I3 2 4 4 2 d 4 Z 3I3 2 4 4¢ 3 d 2 4 3 2 5 4 3 4 d 2 g 3 2 5I4 (FULL FIEAD .."�,.e.,:..:.•- �� •.' PSF 41 87 dB 67 76 79 JAMB ABOVE 2 2 F ,E,F,G, 2 2" 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 M<G' RAIL .. b3.125 11•I•J•K•L •1 11 1 1 1 2 2 2 2 2 2 313 3I8 3 3 4 d 3 3 4 4 4 d 3 3 4 4 4 4 3 3-0 d 5 5 4 3 b A 5 6 4 3 -L 6 4 JA#16 BELOW MTG"RAlL : •.T i ��,xz�u-'t.-=-- :: A,B,M 2 1 1 2 1 i 2 i 1 2 2 2 2 2�2 2 2 2 3 3 3 2 9 3 2c 3I3 - 3 4(43(3 2 3 d A 3 4I4 2 3I3 3 474 3 4Id 2 3(3 2 4t4 3 6IA 2 AI3 3 5Id 3 5 4 2 4 3 3 5 4 Mum r`CHORAGE Imatec7maoaronrvE P.O.HON ISN HoxaViti.TLscla SPACING, STANDARD VIEW -. •-,',>.. :•i ' ALYNN MILLER, P.E, FL P.E.96BT06 o.� ALUM. SINGLEHUNa W1Noow IMPACT x °° w"O` Vu/661Lrrar �, o„p,h awx NTS 8 +TT 4040•ZO rF ANCHOR QUANTITIES ABOVE MEETING RAIL lHgLll 8. JAM83 CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLET. WINDOW HEIGHT MJNUS SASH HEIGHT FROM TABLE B. SUBSTRATE: 17.125 22868 2B.211 33.754 89.298 44.039 50.382 55,925 ANCHORTYPE: ❑ U o ❑ n ONZ Q U �. Z ❑ q U Nz�z U ❑- ONO U U IONO.O ❑ D U -O A 0 NO 0 ❑ o �O'-O D ❑ U �O O �O WLNDOWG1i WIDTH TYPE " N 3 Fc)�.Z D U O U N p 3 O U O U �•+ LJ S O U O U N g 3 U U g S U U NO U .`'ONO U g j U U NO O 5 U U D•E•F•J, t 1 1 1 i i 19A25 K,L 1 1 1 .i 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 b,E,F,J, 1 1 1 1 1 1 1, 1 1 1- i._..1 1 1 1 1 1 1.• 1_.. 1, i 24.000 KL 1 1 ....._. 1 2 22•2•2 .. 2 2 2" .. 3 _ 3 2 •..i 3 3 ... 2 3 .9 ,i .3 . 3 3 3 •i,_ .4 D.E,F,J, 1 1 f i 1 1 2 1 i 2_ 1 1 1.•, i 1 1. i- _�-• . 1_ 1 1 .1.. _i _ 1 32000 KLj 1 1 '2 2 2 3 -2 3 3 3 3 3 2 3 d 3 4 4 3 4 5 3 6 PSF 79 37.000 gE,F,J, 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 1.2 2 1 2 K,L j 1 2. 2 2 3 2 3 3 3 4 3 3 3 4 3 4 4 -0 5 5 4 6 PSF 79 1 79 79 79 40.000 D,E,F,J. 2 2 2 2 -2 2 2, 2 :.2 . 2 2 2 2 2 2 2 2 2 2 KL 1. '1 1 2 2 3 3 3 4 3 4 4 3 4 4 3 6 4 4 6 PSF 79 76 78 77 79 79 79 44.000 D,E,F,J, 2 2 2 2 2 2 2_ 2 2 .2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 K,L 1 j 1 2^ 2 3 3 3 3 4 4 4 b 3 6 4 3 5 5 4 6 5 4 6 PSF 78 79 70 79 79 7f 79 73 76 49.000 D•E,F,J. 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 •8 KL ..2•• S .2 'I i 2 _2 2 2 3 3 3 4 4 4 6 4 5 5 4 8 6 k 6 8 6 PSF 7t 79 B7 71 79 64 74 66 77 69 69 53.126 D.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 KL 3 34 4 4 6 4 5 B 5 S 6 6 7 6 6 7 1 1 1 2 2 2 3 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT SUBSTRATE. 12778 15.776 18.776 21.776 24.776 1 27,778 1 30.776 31.108 ANCHORTYPE. WINDOW WIDTH o N�N�^'109 o U o 0 '��` o c o "' 0 '$H o ai.-UKg�S•-sN U o 0 0 "'s"�H o 0 o n�•-�`�Q U o 5 nU•-u 0 19.126 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 -2 2 2 2 1 2 1 2 2 2 2 24.000 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 Z 3 2.. 2 37000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 78 37.000 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 74 40.DOD 2-1 2 1 2 2 2 2 3 2 3 3 �2 3 3 3 3 d 1 3 1 3 4 3 1 4 4 3 4 69 78 44.000 2 2 2 2 2 2 3 2 3 3 3 3 4 9 1 3 4 1 3 1 4 53 72 79 22 2 3 2 3 4 3 3 4 3 4 4 3 4 a34 a3448.000 7 53.125 2 2 3 3 3� A 3 4 4 3 4 5 3 d PA.0 X1SN ',.R.R4 10 'If ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -114' ELCO TAPCONS 9-1 'ELCOSS4 CREIGFLFX 3.812SCRSWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD -18 IIV MAX FROM CORNERS JAMBS -17Ire MAX FROM TOP CCRNERS 11 i72' AWL ABOVE THE MEETING RAIL 6' MAX BELOW MTG. RAIL W MAX FROM BOTTOM CORNERS SELL -ANCHORS NOT REQUIRED 3. OETERMINETHEANHCOR QUANTITIES FOR CUSTOM VIEW W01DOW5 FRONT TABLES 7. AND S. USING THE DIMENSIONAL CRITERIAOF NOTE 2. USETABLE7.FOR A30VE THE MEETMG RAIL AND TABLES. FOR BELOW. 4. AVAIUIBLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 1281B' MIN.TO38-iJAX. S. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1'LESS. G. 9DESIGN PCRKESSURE LIMITATIONS: ZBLOSOFTHEE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM. INDICATE AbUVOMUM DES ION PRESSURE WITH THE OUAN7ITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FORTHE RESPECTIVE 512E AND GLASS TYPE IS AVAILABLE, TABLE 7. KEY: MAX. PSF (OP UMITE01 Tit HEAD 2 JAMS ABOVE 2 MTG. RAIL .... (FULL -DP) HEAD 2 JAMBABOVE 4 NIODUCrEIMSED MTG. RAIL gpu,:t4<voFtma. AoaPSwc N,1 pI,,aWj1, Date TABLE B. KEY:i;yT�r]e rndxl<oov 4 MAX PSF ff// JAI. BELOWL2,J MrG. RAIL .,,,•... . FULL DP �• ' , , ' • �` .... JAMB BELOWB MTO. RAIL TOM VIEW )W IMPACT A. LYISt`dA+MI�LER, P.E. FL P.E.B 58705 4W0-20 F EXTERIOR INTERIOR ALL HEAD AND SILL DETAI ) —WOOD ANCHOR 1.310 MIN. EDGE (SEE NOTE 2 2,3) CONCRETEANCHOR 2xWOW BUCK (BEE NOTE 183) (SEENOTE4) �1'1 3.36 KSI TAN. ,�� CONCRETE '.. 1318- MIN., 114•TAPCON .: .}yq•IMIN., 114'CRETE-FLEX —� 1 OPTIONAL 1x. WOOD BUCK (SEE NOTE 4) 114' Ud' MAX MAX, SHIM SIBAI DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE _ + 1114' Ile MAX SHIM 1� 114-MAX.SHIM'--^'{ I-•- l-T4' MIN EDGE •rtil CONCRETE ANCHOR, I I FH BELOW MEETING I RA1L(SEENOTE483) I i 3.35 KSI MRL CONCRETE ,.L..;• OftIXKSIMIN.CMU Aix UCK OPTIONAL WITH SCUD CONCRETE L2 OR CMU SUBSTRATE (SEE NOTE 4) R DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE --I.- -- -—6B'MIN SHIM 2-IXEMBEDMENT—I�--� SHiht .13PDIA. MIN. x2112'NAL, AT CORNERS AND 6.O.C. 1. FOR CONCRETE APPLICATIONS IN MIAMIJDADE'COUNTY, USE ONLY MIAMI-DARE COUNTY APPROVED 114' ELCO TAPCONS OR 114'SS4 CRETE-FLEX MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1314'. 2. FOR WOODAPPUCATIONS IN MIAMI-DADS COUNTY, USE 812 STEEL SCREWS 05) OR LOGE 114'S64CRETE-FLEX. 3. FLATHEAD ANCHORS, INHERE REQUIRED, MUST HAVEAI2 TRIMFIT HEADS. .4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS tx ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 11127. IxWOOD BUCKS ARE OPTIONAL IF UNIT CAN 8E INSTALLED DIRECTLYTO 80LID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE , f llr THfCKOR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 5. FOR ATTACHMENTTO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF BOU3 T5AND A &UNIMUM OF 116`THICK. THE ALUMINUMSTRUCTURAL MEMBER SHALL BE OF ASIZE TO PROVIDE FULL SUPPORTTOTHE WINDOW FRAME SIMILARTO THAT SHOWN IN THESE DETAILS FOR 2. WOOD BUCKS. THE ANCHOR SHALL SE A012 SHEET METALSCREW WITH FULL ENGAGEMENT INTO THE ALLAHNUM. IFTHESE CRTIERIAARE MET, THERESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FORTAPCONS MAYBEUSED. AFLANGED FRAME COMPONENT MAY BE SUBSTRUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTASLETo REMOVE THE FIN AND ATTACH TO THE MULLTHROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. S. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO. CONTACT DOE WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBCCURRENL, EDITION. WOOD ANCHOR, FH BELOW MEETING RAIL (SEE NOTE2 d3) INTERIOR (ALLUAMS DETAILS) EXrERIO 3U K n MOO FRAME AWL raubDCN CTiLSED �SHIh1 ' nkt�sMl60a F'laia � Bu64iu3L N EB•MIN. EDGE Anenl.e<eNa (6.O IA•.O .131'OIA. MIN. r x2112`NAL, r C. AT CORNERS A�4¢n cder++N�l AND 6.O.C. + ^+ I'^ OOD FRAME J U4' L.131 DWMIN. .2 tW NAI4 :�'�::.. 1:1{7.--, �` �:.•.•'c 'drC.:l.: MAX ATCORNERS , •-..ti ;'' . SHIM AND 6' O.C, -12' EMBEDMENT u....lr DETAILF, (HEAD) DETAILE, (JAMS) TYPICAL INTEGRAL FIN ANCHORAGE DETAIL G. (SILL) -.J't , (/Yf�(, J. mm�ecfYtantvon YL' � ANCHORAG E DETAILS V. '• '. ' :'! f!?i `-- '` �' .•1 �-: •- N��"�"` FLP.EXES708 r.o.avx um Noxwni, stsvit ALUM.SlNGL6HUNGWINDOW;lMPAC7 -�.r - , ,w, 6 (�L 1f +11 40I0-20 F .._.-_ Y[o6yBcttc