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HomeMy WebLinkAboutProduct Approval (3) RECEIVED MAR 2 3 2016 MIAMFW DME CO PRODUCT CONTROL SECTI DEPARTMENT OFREGULATORY AND EWNOMICRESOURCES(RES) 11805 SW 26 Street;Room 2 BOARD AND CODE ADiVlHUSTBATION 1)W ION T(780315-2540 F(780315-2! NOTICE OF www.mismidade, ovlemno PGT Industries 1070 Technology Drive - North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construe materials. The documentation submitted has been reviewed and accepted by Miami Dade Product Control Section to be used in Miami Dade County and other areas where allowed by the Ruth Hawing Jurisdiction(AHD)_ This NOA shall not be ,slid after the expiration date stated below. The 1ltliumi-Dade County t Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County) e the right to have this product or material tested for quality assurance purposes. If this product or to 1 fags tea perform in the accepted manner,the manufacturer will incur the expense of such testing and the may immediately revoke,modify,or suspend the use of such product or material within their jurisdi RER reserves the right to revoke this acceptance,if it is determined by Mianu-Dade County Product 1 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 Buil g Code,including the High Velocity Hurricane Zone: DESCRIPTION:Series"M-700"Aluminum Single Hung Window-L.M.I. APPROVAL]DOCIlmum Drawing No,a40-24,titled"Alum.single Hung Window,Irnpaor she 1 through 11 of 11, dated 09!!}1105,with.revision E dated 05112!15, prepared by manufaetaQrer, signed d sealed by.Anthony Lynn Wler,P3.,heating the Mand-Dade,County Product Control Revision stamp the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Secti N[ISSHM IMPACT RAMNG-.Large and Small Missile Impact Resistant,. LABELING: Each unit shall bear a permanent label with the manufacturer`s name or logo„ city, , model/serics, and following statement: aMiami-Dade County Product Control Approved", unless oche ' e noted herein. RENEWAL of this NOA shall be considered after a renewal application has been fried and 'there Inas n no change in the applicable building code negatively affecting the performance of this pioduct TMUNMON of this NOA will occur after the expiration date or ifthere has been a revision or c ge in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an end ent of any product,for sales,advertwng or any other purposes shalt automatically terminate this NQA.F ire to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTMEiM ENT: The NOA number preceded by the words AGami Dade County, Florid d followed by the expiration date may be displayed in advertising literature If any portion of the lq is displayed,then it shall be done in its entirety. _ INSPECTION: A copy of this enure NOA shall be provided to the user by the manufacturer its distributors and shalt be available for inspection at the job site at the request of the Building Qflicial. This NOA revises and renews NDA#11-10131+4 and consists of this page 1 and evidence pages Br1, and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.1 .0$ ff—MIAMMADECOvrt t-r j Expiration Date.. March S Z021 Approval Date: July 2015 ge 1 PGT Industries 1~IOTIG t`OF A,CCL_ANCF: mil PKNCZ iiIB�IITTTD A. DRAWMGS 1.. Manufacftw&s die drawings and.suns. (Submitted urmfer BOA No.05-101&01 and 07-0322.06f 2. DrawingNo 4040-20,hied"Alum.Single Hung-Vmdow,b4mer,shams 1 11 of 11,dated 09/01/05,withrevision.B dated 05/12/15,prepared by mangy signed and sealedby Authony Lynn.M Ier,PX. B. 'TEM 1. Test nports on:1)Aix Infiltration Test,per FBC,TAS 202-94 • 2)-Lfni.Dzm Static Air Prsswe Test Loading per FBC TAS 202- 3)Fater Resistance Test,per FBC,TAS 202-94 ..4)Lwge Missile ImpadTest per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 2,02-94 along withmarked up drawings and installation diagram of an aluminum single window,with fmfiamq,prepared by FamtraumTeswg Labonooay,Inc.,Test Report No.FM 4957,dated 10/03106,signed and sealed by Edmando PX. . {Ssbmi*d wukrpmviouvNOA 2Vo.Ui*-03 2. 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 Fress;ue Loading per FDC,TAS 203-94 along with map dmv mgs and instllStion diagram of an alp smgl ung window, with fin frame, prepared by Fenestration Testing. Laboratory, Test Reports No FTL-MB and ITL-5063,dated 10/03/05 and 11121106 both si and sealed byEdm wdo Lacgaespar]a,PY. (SubmMed uitdfrNOANo.+t17=U3 06) 3. Test reports ow 1)Large Mssale Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC.TAS 203-94 along with marked up drawings and instaUat m&agranxof an alo ninum.sdngl window,with fm frame,prepared by Feaiestaidon Testing Laboratory,Inc.,T Report No.FTL 4645,dated 08/11/05,signed and sealed by Edrnundo PY. (Submitted tom► NOA-No.07-8 9) 4. Test mports on: 1)Large NfisWe Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-W drawings andd instaaltadion diagram of an aluminum hung window,with fin frame,,prepared by Fenestration Testing Laboratory,Inc T Reports No.FTTA 9 and FTL-4723,Hatred 10/05105 and O8f 11/05,both si and sealed by FAxnmdo Largaesgada,PX. (SubmW d uniferNOA N&OS- &01) ' 3Mlannd P.E. Product er NOA NQ. EariirationDatcc Ms 26,2021 Approval Date: 092015 B-x PGT 3ndaEstries i+TUi'IC tOFA,CGEPTANCE: 9—U—BIVZI' TED B. TESTS(Corte) S. Test reports on:1)Air bfi talon.Testa per FBC,TAS 202-94 2)Uniform Static Air Presume Test;Loading per FOC TAS 202-94 3)Water Resistance Testa per FBC,TAS 202-94 . 4)Small Afissile Impact Test per FBC,TAS 201r-94 5)Cyclic Wind Pressure Loading per PBC.TAS 203-94 6)Forced.Entry Test,per FBC 24113.2.1,TAS 202-94 along with madad-up dmwings and installationdiagram of an aluminum single window,with fm funic,prepared by Fenestration Testing Laboratory,h ,Test Reports No.FI L-4947 and FT 4650,dated 08111105,both signed and seated by Edmwado Largaespada,P.E. {Submitted rutderNOANo.®5- a 6.. Test reZmrts cxn:_1)Uniform Static AirPres me Test;Loading perFBC TAS 2tY2- -2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBG,TAS 203-94 along with marked-W drawings and installation diagram of an aluminum S'mgic window,with fin frame,"ated.by Fenestration Testing Laboratomy,Inc.,Test Reports No.FTL4948 and I+`T r"46 darted 08110/05,both signed and steed Edmundo Largaespada,P.E. (Submitted wider NOA No.054 ) C. CALCULATIONS 1. Anchor velcation c alcatations and stracttual anabsis complying with RBG Edition(2014),dated 05112115,prepared by manufacturer,signed and sealed by Anthony Lysm Miller,P.E. 2. Clang coinplies with ASTM FA300-09 D. QUALITY ASSURANCE 1. Rami Dade Department of Regulatory and Economic Resources OtER.). E. MAT rA=. CMUMCA71ONS 1. Notice of Accepiatace No.14-Q4? A7 issued to Eastman Chemical Company for their"Safes(tear and Color Glass Interl"eW dated 06/19/14, 05/21/16 2. Notice of Acceptance No 14-0916.10 issued to Kuraray Ameritca,Inc.for "Kararap ButaciteO PVB Glass Iuterlayce-dated 04/25/15,esPiring on.11J /16. . MT'7111 ProductCsr NOExpkation Date: i A"rwmlDa15 E-Z PGT h dostries NOTICE OF ACCEPTANC&EVIDENCE SUBN1T�" +'D F. STATElt4lOM L Statement letter of confonname,complying with FBC S*Edhion(2014),dated . 16,2415,is ued by memxfac taw,signed and mated by A.Lymt:flier,P.E. 2. � Statement letter of no'finanoial intm=4 dated.May 16,2015,issued by signed and sealed by A.Lynn Ar€Acr,RE 3. Laboratory compliance letter for Test Reports Nm FTL4957,FTIA958 and 5063,issued by Fenestration Testing Laboratory,Inc.,dated 10103106,signed and sailed by FA=ndo Lar pada.P.E. (Submitted widerNOAN& 07-032206) 4. Laboratory compliance letter for Test Reports No.FnA649,MA723.lr'tL-49 , FTL4650,Fn,4948 and FTL4646,issued by Fenestration Testing Labrr arp Inc.,dated 08/10105,sign d and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 0510190.1) G. 4TEUMS 1. Notice of Acceptance No.]11013.,4,issuer,to PGT Industries for:their Series -SH-70(r Aluminum Single Hung Vindow-IA.L,apprmed tin 11103/11 and expiring on 03/26116 Manacl P.E. PrWact er NOAIY I9 08 x"hasonDate. 26,2021 AppmvdDatm 092015 E-3 GENERAL NOTES!IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) A.611V LAMI CONSIJTING OF(2)LITES OF 118"ANNEALED GLASS WITH A.090-KURARAY BUTACITE%S(8Y KURARAY AMERICA,INC.) OR•000"SAFLEX PVS INTERLAYER(BY EASTMAN CHEMICAL COMPANY) S.6118"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE OF 10-HEAT STRENGTHENED GLASS WITH A OSV KURARAY SUTACITE°0V8(BY KURARAY AMERICA,INC.)OR.000'SAFLEX T+V8 INTERLAYER(BY EASTMAN CHEMICAL COMPANY) C.8118"LAMI CONSIBTINO OYBUTACITit'pp{2)LITER OF 118"HEAT STRENGTHENED GLASS W"A y 0.ice!B I IAMIICCONB CONSISTING OF(2 LI ES OFF 31BY 1110"ANNEALED GLASS GLASS WITH AOR ADO" .0001 X1NTERLAYOR KURARAY BUT LITS PV9 8Y KKUURARAY AM RCA,INC.) OR,090"SAFLEX"INTERLAYER(BY EASTMAN CHEMICAL COMPANY) E.7/16'LAMI CONSISTING OF(1)LITE OF 3118"ANNEALED GLASS AND(1)LITE OF 3H6"HEAT STRENGTHENED GLASS WITH A 000"KURARAY SUTACITEV*(BY KURARWY AMERICA,INC.)OR.000'SAFLEX tVS INTERLAYER(BY FAB'Mph OHEMICAL COMPANY) NOA DRAWING MAP F.7118'LAMI CONSISTING OF(2)liTEB OF 3118"HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACiT1 E PVS(SY KURARAY AMFR{QA,INC.) SHEET OR,000"8AFLEX"PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) 0.13118"LAM[10:(1)LITE OF 118"TOM ED GLASS,AN AIR SPACE AND 616"LAMI CONSISTING OF(2)LITES OF 118"ANNEALED GLASS WITH A flENERAI NOES...."..,1 .000'KURARAY SUTACITSoPVB(BY KURARAYAMERICA,INC.)OR.090"SAFLEX%V8 INTERLAYER(6Y EASTMAN CHEMICAL COMPANY) GLAZING OETAILS..........2 H.13118"LAW 10:(1)UTE OF 1180 TEMPOOM GLASS,AN AiR SPACE AND 6118"LANA CONSISTING OF(1)LITE OF i/8"ANNEALED CLASS AND(1)LITE DESIGN PRE8SURES....,.3 OF 118°HEAT STRENGTHENED GLASS WiTH A.090"KURARAY BUTACITOVS(BY KURARAY AMERICA,IND.) ELEVATIONS.....................4 OR.000'SAFLEX`PV8 INTERLAYER(BY EASTMAN CHEMICAL COMPANY) VERT.SECTIONS«..........S 1.t3/16'LAM[10:(1)LITE OF 118"T0jd1jRSO GLASS,AN AIR SPACE AND Sl18"LAMi CONSiING OF(2)LITES OF 118"HEAT BTRENGTHENED GLASS HOR(Z.SECTIONS............S WITH A.090'KURARAY BUTACiE VB(BY KURARAY AMERICA,INC.)CR.090'SAFLEX INTERLAYER(BY EASTMAN CHEMICAL COMPANY) PARTS LIST....................8 4.13/18'L.AMI 1G:(i)LITE OF��//8"TEMPEREiD GLASS,AN AiR SPACE AND 7116"LAM CONSISTING OF(2)LITER OF 3118"ANNEALED GLASS MTH A EXTRUSIONS..................7 000•KURARAY BUTACITE`PVB(BY KURARAY AMERICA,INC.)OR.090"SAPLEX INTERLAYER(BY EASTMAN CHEMICAL COMPANY) CORNER OSTAIL..............7 K.1311S"LAMI 101(1)LITE OF 118'19MPRRFO GLASS,AN AIR SPACE AND 7118"LAMI CONSISTING OF(1)LITE OF 3116'ANNEALED GLASS AND(1)UTE ANdHdRAGE...,.............8.11 OF 3116"HEAT ST ENGTHENED GLASS WITH A 090"KURARAY BUTACiTE*W(BY KURARAY AMERICA,INC.) OR ABO'SAFLEX VS INTERLAYER(SY EASTMAN CHEMICAL COMPANY) L.13118"LAMI IGS(1)LITE OF 118' E POR GLASS,AN AiR SPACE AND 7118"LAMI CONSISTING OF(2)LITES OF 3116"HEAT STRENGTHENED GLASS WITH A,090'KURARAY BUTACIiVB Y KURARAY AMERICA,INC.)OR.090"SAPLEX'P'VB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) M.13H0"LAMI IG:(1)LITE OF 1/8'ANNEALED GLASS,AN AIR SPACE AND Elia"LAAV CONSISTING OF(2)LITES OF 118"ANNEALED GLASS WITH A .090`KURARAY BUTACITE OpV8(BY KURARAY AMERICA,LNC.)OR,090'SAFLEX we INTERLAYER(BY EASTMAN CHEMICAL COMPANY) 2.CONFIGURATION$:'OX"(111,VIEW AND RADIUS TOP,ALL W/LOW OR HIGH BiLL OPTION) 3.DESIGN PRESSURES:(SEE TABLES,SHEETS 3) A.NEGATIVE DESIGN LOAD$BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. ® 8.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLE$ASTM E 1300. 4.ANCHORAGES THE 3311310 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.BEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 6,SHUTTERS ARE NOT REQUIRED. pRODUCPR mcson aunpiylnpwNhaioPlattd� BWtdhrBCodo 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. Ac=pw-No •O1B9 ImIlan Dptc 7.REFERENCES:TEST REPORTS PTL-4848,FTL•4046,M4047,FTL.4048,M4049,PTL-4060.FTWOS1,FTL-4723,FTL.40ST,F71,4988 AND FTL•6003, 0 A ANSI/AF&PA NOS FOR WOOD CONSTRUCTION ratan product a ALUMINUM DESIGN MANUAL 8.SERiESiMODE"L DESIGNATION SHTOO,ALSO REFERRED TO AS SH701. 9.THiS PRODUCT HAS SEEN DESIGNED&TESTED TO OOMPLY WITH THE REQUiREMENTB OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY ti�� i ti• Q! 'f HURRICANE ZONE(HVHY). ♦ }t,.• FQ /1 10.FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT,ONLY GLAZING OPTIONS WITH TEMPERED CAPS(G-L)ARE ALLOWED.RIM �' 00T46 L. cvlaela a 6TN9DIft0N lc"w9f4)fV0lJP0A?V P ., � J.L' iQ+07N} D Z01of80UPGWTE 1lomw VHN�B M3i2"7 GENERAL NOTES Po' .11 tip. JUL oanull O DHANGEDCAPDGA98trYPETGTFMPEREbfR0MN8 P.o.egx,em � ! _ ALUM.SINGLE HUNG WINDOW IMPACT 1' SS7tJIJt�� '``� tnu NOISOMI9.PL30271 Vtrl61)Beuer Wo".."�T Q1 A.LYtY�v(+f(IIIER,A.E. !rG V 09 JA P/2307 aN70a ALTS t a 11 4IId0,2D E FL MEN 58705 ( i UPGRADED TO 31`1640H NO CHANGE n n R IN DESIGN PRESSURE, 41 1124NOM, 44 1J2"Nom, GLASS SITE GLASS SITE '��I€XTERIO 3 INTERIOR* (ALL SECTIONS) 37 3T KURARAY SUTACITE PVSINTERLAYER 80,87 Or 82 83,84 Or 85 SAPLE)ePVG INTERLAYER BY EASTMAN CHEMICAL.COMPANY 70 70 WANN£ALED OR HEAT STRENGTHENED GLASS 3118"ANNEALED OR HEAT STRENGTHENED OLASS .000 PVS INTERLAYER 090 PVS INTERLAYER 179'ANNEALED OR HEAT STRENGTHENED GLASS 3716'ANNEALED OR HEAT STRENGTHENED GLASS 0119°NOM, 7118'LAMINATED 6116"LAMINATED GLASS 7t18"LAMINATED GLASS TL_ Gt�B 81T6 172'NOM. 48 GLASS BITE rR0DuCffwvlwD 88,87,88 or 92 8*a,90 or 91 �L °VImt�otan ra 9ulidlnp;Ca tmA. tt pato 70 70 rt�twa uoo L r•+--178°ANNEAL 90 OR HEAT STRENGTHENED GLASS .—3710'ANNEALED OR HEAT STRENGTHENED GLASS ^,000 PVS INTERLAYER ,000 PVP INTERLAYER t t t l t t t t t 178 ANNEALED OR HEAT STRENGTHENED GLASS 3116'ANNEALED OR HEAT STRENGTHENED GLASS 6118'LAMINATEO . —7AWLAMINATED �� q1�,,,•..., u �i AIRSPACE AIRSPACE ,,� ,'r. uCtSNB ''•��yp�� 118 ANNEALED OR TEMPERED GLASSI�1 178"T£MPEREQGLASS,& .� �. 13119"NOM. 13118"NOM. C/ Na I 13118"LAMI IG GLASS W/6/18"LAMI 13/16"LAMI IG GLASS W/7/16"LAMI It?015 NA ?f!B 8 REV/901MERLAYOWNUFAOrURER orotoe �i� ,x ORtOpr';'�`t`` r�►' 11W7/11 O NoCmwE97NlvfHwr +c H o o QLAZ/N�DETA/L3 RIG' 8HA18 V/1byBater A% LUM. y,JOat/it a aN4ucaP0G4a7YPerar>MERaFa04N8 +64a SINGLE HUNG WNDD- Ftll2 e WIMPACT A JL AS ; 404M1t1Yr Nt1Nt�ILtLE+tR`, P•E, E FL P.E.#&9705 { III FLANGE OR INTEGRAL FIN WINDOWS W1 HIGH'SILL OPTION BASED ON FLANGED WIND01 I TIP TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 63" 8$" I 88" 70" 72" 74" 76" MEETING]RAIL49" A,B,M +80,0 •80,0 +60,0 •80,0 +60.0 •80.0 +00,0 -80.0 +40.a -80.0 +80.0 -80.0 +80,0 -80.0 HT.60" A,B,M +80.0 •80,0 +80.0 .60.0 +60.0 •80.0 +80.0 -80.0 +800 •60,0 +80.0 •80,0 ..!H 62" A,B,M +8&0 •80,0 +80.0 •80,0 +80,0 -80,0 +84;0 -80A +76,8 7&9 +77.3 77.3 8011$" A,B,M +80,0 •BOA +80.0 .80.01+70s •70,6 +78.2 78,2 +78.9 78A +76.4 •78.4 +74,04-14.0 UPT083418" O,D,E,F,G,N,LJ,K.L +80.0 84.0 +80.0 -80.0 +80.0 -BO.d +80.0 •60.0 +80,0 80,0 +80.0 -80;0' STANDARD VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TA13LE 2. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS .y WINDOW HEIGHT WIDTH GLASS TYPE 38 318" 44" 1 60 616" 63" 1 72" 74 7$" HT, MEETING RAIL 48" A,9,M +80.0 •80.0 +80.0 -80.0 +80.0 1 -60,0 +00.0 •80,0 14,70.0 70.0 +70.0 70.4 +7&0 •70.0 60" A,S.M +00,0 mo +80.0 -80,0 +00.0 •80.0 +78.8 70.6 +70.0 70.0 +70.0 70.0 +70.0 7&0 .� ..J.H 62" A,B,M 480.8 -80,0 +80.0 -80.0 +80.0 -80.0 +78.8 -76.8 +70.4 70.0 +8&8 •09.8 +07.6 •67.0 63118" A,B,M +S&0 40.0 +80.0 •80,0 +00.0 -80.0 +76.0 76.0 +86.0 •8&0 +8&7 •88.7 +06,8 •66.0 UP TC 83118' C,D,E,F,G.H.I,J,K,L +80.0 80,8 +90.0 -00,0 +8&0 .Ko +90.0 80.8 +70.0 70.0 +70.0 -70.0 +70.0 -70.0 CUSTOM VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W1 HIGH SILL OPTION TABLE 3. BASED ON FLANGED WINDOW TIP•TOTI FRAME b ENSION$ Vy WINDOW HEIGHT MINUS BASH HEIGHT(MAX,WINDOW HT,WI BASH*+76"PLANGED AND 78"INTEGRAL PIN) .p" MINUS WIDTH GLABS TYPE 17118" 2211118" 203110" 33411W 39011V 4416116" 0031V 8618116" SASH 83118" O,E P,J K L +80.0 -BD.q 180.0 -BO.D +80,0 •84,4 +80,0 -9q.0 +70.0 70,0 +70.0 -70 0 +70.0 -70.q +74.0 •70.0 T' MEETING RAIL GLASS TYPES: TEST REPORTS TABLE 4, ` ° 9 H A.0110"LAMI. i1WA,000,118"A PTi,•4047 4648 4723 4967 S.$118"LAW• 118"A,090118"HS F7L-4047 4648 0,6116"LAMI. 118"H0,00D iIVHS FnA$474048 D.7116-LAW- iWA.000 316-A FTL4046 4886 E.7118"LAW-3118"A.090 3/161HB M4640 >'BODUori+aVieeD mcomplylNg wtthOroFtortdo F.Tile,LAW• iWH8,090 3/181,13 FILd646 DoltdluYGod9 G,13118"LAMI IG•110"T AIR SPACE,6118"LAW- i/8"A 4901APA PTL-0846 4723 jAcosplcoca NoH.13/18"LAW IG-IAPT AIR SPACE 6116"LAW- 11$A,.0901/$"H8 F7L-4640 I. i3/16"LAMI IG-118"T AIR SPACE $/48"LAMI. 4/9"H8.0901/8"HS FTW840 odaycomiot J.131161 LAW 10-lie T AIR SPACE 7113'LAMI• 18"A,.090 3110"A FTL-4040.4060 K.13116"LAMI 10.11$"T AIR SPACE 7/18"LAMI.310"A.000 3/18•H0 FTLA848 4060 4968 L.13110"LAW 10.119"T AIR SPACE 7118"LAW-NIO'HS.000 3/18"H0 FTL 4046 4090 11,13/18"LAMI IG-1/8"A AIR SPAC 6118"LAMI. 1IVA.O60 1I9"A FU 083 �0 .........!/Gf•,l/��rJ NOTES: 1,WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+04A PSP OR LOWER AS SHOWN IN THE TABLES.NEGATIVE DESIGN ¢t PRESSURES ARE UNEFFECTED. :: *.., No.06708 P.FOR INTEGRAL FIN WINDOW 0E9ION PRESSURES USE THE ABOVE TABLES SY DEDUCTING 1"FROM THE FLANGED TIPTO•TIP FRAME DIMENSIONS, 3,AVAILABLE SASH HEIGHT$FOR CUSTOM WINDOWS ARE 12 618"MINIMUM TO 38"MAXIMUM. % d; VRE), St.,4.GLASS TYPES C,G,H,AND IMAYBE USED IN BASH ONLYF :' LM WfAlt6 E8AGRQLMOPfl0N8FORCUBflOMV1EWWlNODWB ''U•St ;OR@I','���: f010MCiNOL00YDRNE DESIGN FRE'SStIRES .�fi`,�%•..• ,,,•••�,�ti, aJ. fwa/ft D NDQHANQE67MOGNOr KVENlc2.FL34M ALUM,SINGLE HUNG WINDOW,IMPACT S1pNA�-���,' J.R !l1! G GNANOEDCopQL4987YPETQTEMPEREDf710MNs Naxotae °3W4 IRn'*&tmr � p g a ii 44840-$Q Iwo* wo"a �LFLPE,#68706 E RK LY1M5 J.J. 7123/oT 631/$°MAX.FLANGED WIDTH 62118"MAX.I.F.WIDTH A6 8t8°MAX.FIXED D� p� DLO{ALL} I OX 7$° AX. TV AX 78° AX SEE DLO I.F. I.F. I.F. TABLE 0 p..I HEI HT STABLE O /// HEI BE II EO 0 C�„ HEI HT L 78" Y 78" AX. 78" FLANGED L FLANGED FLANGED 86 7118" HEI HT NEW HT HEl HT SEET01.0 MAX. TABLE X SEE OLD S E 8EE DLO E {MAX.} HEIGHT TABLE X NO E4 TA LE 4 Jam. 48114°MAX. ,VENT DLO{ALL} DETAIL B DETAIL 0 DETAIL A VIEW(STANDARD SASH) RADIUS TOP(,STANDARD SASH) 111 V9'RTICTALDAYLIGHT 76"MAX 176°MAX. OPENING RXED Lff SEE PLO ( HEiFHT 8+1 HaiINTLOW 1410H DETAIL BILL SILL TABLE 4 f SEE LO TAE O �j A 3412 34 318" 78°MNG i' 7w1wt a 41 61V 41 FLANGED FLANGED C 41114° 40 /$" HEI HT H MO t p 82 818' 82 1118" P. 6211411 2 818 PAQDULTy!liY188p ° /� LOW "complyewftcluawithlhaFlprtda SEE DLO TABLE X I BASH BEE DLO TABLE �( l// DETAIL SILL BILLAatn�4Ne°e •°HEIGHT 341 " 343118" } 8 27718 2 18 Mf a irodaiy poi DETAIL D DETAIL E c 2 71$" 2T " O 18 318" 8 314 VIEW(CUSTOM SASH) RADIUS TOP(CUSTOM SASH) E 1$318 18 314'ITABL ��t Ll l I I I r rrr`f Ep ,........ ! 'i NOTES: 1.SEE BHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. s't 2.SEE SHEET 7 FOR CORNER DETAIL VIEWS. 0.6 05 3.SEB SHEETS S THROUGH 1 i FOR ANCHORAGE INFORMATION. +� 4.BASH HEIGHTS FOR STANDARD SASH WINDOWS{DETAILS S$C}ARE BASED ON A THREE OVER TWO FORMAT.. LM a fo S NACNANOEBTnl88t8'8T ,FCON.Dh..' J.J. tAb7n1 D Noct4Urot8rNr88N@@i 1mN.TVeNtte Fl3a7JONe }ELEVATIONS -- ''i,, /a}11�L%�%%% J'At OR o/rornl D )vaceAaoes7yssaxeBr naagx,saa ALUM,SINGLE HUN©WINDOW,IMPACT Irrrrlli+��` eu, w0trou"s.=74 Vrslbjy8cuer �� I 4 n 1, 4040,20 APL P.E.#687NN 05 P.E. FJ4 8/!N6 J.J. ?l2a+87 NOTE:MIN.(1)SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS,(1)S'FROM EACH SIDE OF SASH. 26 27 NOTE:GALA C it�SiDEINSIDE MAX VENT DAYLIGHT OPENING BASED ON BASH WEIGHT 39 9,90,11,16,18 ml X, 2.710" FIXED LITE 7,8 OR 17 --— DAYLIGHT 26 OPE ANG 12m UD 26 �� MAX.FIXED LITEUTE DAYL{GHT OPENING MAX WIDTH $ SECTION A-A OUTS DY IN'(E@ FtN I.F.)FRAME 8ECT10NS ^ ^ tNslDs 23 MAX 47 T HEIGHT I I OUTSIDE HIGH I S{ rLo I - 1 DAYLIGHT ILL 49 GH SIL 4$ LOW SILL HEAD, 'AMI OUTSIDE OPENING $$ 71 2$ I.F.FRAME 63 AaUp{gip { Ftataa OUTSIDE I A iaa pmo 2o2i $ 63 ni as of 2330' 2.946" 62 (LOW SILL) (HIGH SILL) 83 SEE NOTE ABOVE t 64 64 It I l i a 67 3 3012 ONLYRALlF! $9 ULTRALIFT =rc: No,481106 12 ONLY SECTION C-C = SECTION B-B RADIUS TOP " (i OW SU SHOW ALTERNATE H LGH SILL. (HEAD DETAIL-FLANGED VERSION) cn{. m Dow"" STATE F e�rahs s Na aHANcxFSTHt88Ne8T SECTIONS 1070 TEpfNOLODYpASYB J. 1{W7Jr! a rVaClfAMQE87Hl88NPFT N.vaNIcB,RLsaam n. �``', .�a. orn►rm a xacwwt sTrdssxesr ra.s {axejurz ALUM.SINGLE HUNG WINDOW IMPACT /r trf BI!!08 J t a715gMP NOKOMi FL1Q11q W!b(r8tuar SilTGO H81I 6 11 11 ° 20 �o A.L{Lv�tUfMIC6870 P.E. Et FLP.B.#88706 ITEMR40030 DEe0A1PTI0N 1 FLANGE FRAME HEAD 612226 60 1036" SCREEN SPLINE-.130 DIA2N0 X1,000 WAD PN,SMS 78iPOA 81 SCREEN CLOTH 910103 FLANGE FRAME BILL LOWSILL $12226 03 606 GLAZING CHANNEL .888 X.6008ADHESNEOPENCELLFOAMPAD YPM10213 84 1101 08 X1.000 PH.BUGLETEK 708Xi 0.... FLANGE FRAME JAMB $12227 67 dLAZiNGTAPE 1/18X1/2-719 LAW 62BW810 7 402b SASH STOP 012244 88 406iA SASH BOTTOMRAIL K3H SILL 04081 8 4026 ISASH STOP EGRE68 1.126 LONG $12244 69 406M FLANGE FRAME BILL HIGH 016L 04084 9- 4029 SPIRAL CE 318,616'.OR 11 8" 70 ISILICONE.DOW 898.698 OR EGUN, 19 108D BALANCE COVER 3!$"OR 6!8" 88ALO11R818, 60 A GLASS,8118"LAM! i/8" ,090 PVS 1/8 11 00 X.760 PH,PN,80 ?63444 81 B.GLASS 6118"LAMI 1l8" .090 PVB,1J8"H$ 12 BALANCE BOTTOMBRACKET 78ALTSKT' 82 C.GLASS 0/10"LAMI 1/S"HS.090 PVB 1t8"HS 13 1080110$ BASH TOP GUIDE 42604 03 D.GLASS,7116"LAN,(118"A.000 PVB'1/6" 10 #6 X1 PHILLIPS FLAT HEAD S.STL 76X1 FPAX 64 E.GLASS,7/16" 11S" 080 P118—HR 16 1060-1 IBALANCE COVER 11!18" 88ALOVR070 05 F.GLASS 7/10'LAM) 118"1$000 PNM 1/61HB 17 4063 ISASHSYCPCOVER 84083 Be G.GLAB$13/!$"LAMI IG'1/8"7.AIR SPACE SAS"LANK !J8"A.080P1B110" 19 402941 BASH BRACKET 7ULSRKT 07 Hi GLASS 1310"LAMS IG;1/617,AIR PACE 010"LAMI il8" .000 PVB 118 H 16 08.32 X 1J2"LG.PH,FH,TYPE P S.871. 7832Xi2FPFX 68 1.GLASS 1316"LANK '!!8 i AIR 8PAC 8110"LANG 1/9"1$.080 PVBAteH8 21 40640 IFDEO MEETING RAIL 840640 Be J.GLASS,13110"LAMI IG'1107,AfRS E 7118" 318"A.090 PVS 3110" 23 40080 ISASH TOP RAIL 84008 00 K OLABS 1318"LAMI IG'1J8"T AIR SPACE 7J18"LAM,3/i6"A.080 PVB 11WH$ 20 1236 WSTP..170X.270 BACK FIN SEAL 6)9180 @! L.GLASS 13116"LAA910'1I6"T A{R BPAOE 7Ji6"LAM1 3/16"18.090 PV8 3/18"HS 20 1000 GMEP LATCH 71098 82 IM,GLASS, INA.AIR SP E, /18" 118 A,080 AIVAJ 27 1010 YSX,026 PH,FL,SMS 7068 2,g/ 20 4007 SASH 807TOM RAIL LOWSILL 812230 784 30 1220 YOSTp.BULBV4NYf. 6TP240 31 4008 SASH SIDE RAIL 612231 082 34 1208 SASH FACE GUIDE 42601 38 '1822 LAMISETTINGBLOCK 3/32"X2Sla4"X1" 71022K 38 1062 LAN 10 SETTING BLOCKl"X0WX1/16" 71062K 37 1224 MNYL0L 022DSULB HtOK 0TP247WK 0 38 1220 VINYL OLAZ EEM BULB HIN STP246K 41 40300 GLAZINGSEAD 6M81AM4 GLASS. 040398 47 FRAME, I.F.HEAD 42 40448 GLAZING BEAD 0118 LAM!41Nt3RiLt KIT 844703 #40714,8003 TO 44 42224 I GLAZING BEAD 71`16"LAM 84222 48 9860 GLAZING BEAD 7118"LAN WGRILL KIT 8988 48 FRAME.I.F.LOW SILL 48 4007 GLAZING DEAD!4131-161F LAMI I.G. 04087 04072A,6063.70 47 407iA FRAME,I,F.HEM 04071 imooucr�wesc nr eomFipina wNh Oq Nlarid>i 48 40724 FRAME,V.LOWS11. 04072 .37 Apiidhio cordo 49 40734 PRAMS LF.HIGH BILL 84073 AetapimuoNn( q.og�t1) pimllonbNo 60 40748 FR I.F.JAMB 04074 62 4009 SILL LATCH EGRESS LOWSILL 764009 ,002 NOM p d 63 1068 ISPRING,BILL LATCH EGRESS 7$PRNG THICKNESS 4,171 84 2740 ILL LATCH EGRESS IGH BILL 62740 2, 1 08 1014 SCREEN;FRAME HOR.&VER. 61014 062 NOM �iitslllttt b9 1030 SCREEN CORNER KEY NGS 71630 THICKNESS 87 1631 SCREEN CORNER KEYVIMUTR{NGS 71031LyCNyF/�f4'p 68 1079 SCREEN SPRING ?GASP j . 88 1824 ISCREEN SPLINE-.135 DIA FOAM 61624K $� FRAME,I.F.JAMB zr r Nd.00705 ''� FRAME,I.F.HIGH SILL #40748,6083.7$ { 4� #40734,6063-76 (USED A6 RADIUS TOP HEAD)PAW am LJd Nt?/tb H NOCHANGP87Hl96NE8T °+��° �p TC OF �1f� Ioro�acNNoworaruva P/4RTSLIST "..qS. .......oj;.•'`�y14�� J+L t Ht D NOCNANGEOVOGNEET NWOW .VEN=.FL04M TM '�i�S1gNA1 t'`� SUM SINGLE HUNG WINDOW.Iml tri `o'%N ,LTJ WWI O CNANOEOOAPQL=TWVT0TElMPEAEDFR0MH$ P.o.BO%16Ti m" A,LYN�lALLVR.P.E. AUX p,q NOKOAU ,R.0iT7� ittttbb+Battcr $ NTS* 8 p 11 40400 E' FL P.E.#68706 File 911/Ob J.J. 712" E JOINT { 1 or 47 ! I P {+----2.784 2 .062 1.8,8 2.30 2.330 . ,062 8or80 (� FLANGE FRAME HEAD �,:.1 N4D02A,+6063•T8 f.---2.784---� { WELD 1.749 FLANGE FRAME SILL(LOW) ALONG 4oa3o,6Ds3Te 8 Or 6tJ SCREW ( SEALANT OR GASKET BOSS(2) 2.710 �[. }+-1,513-►{ 736 { AT HEAD AND SILL n 082 A90 I ,062—[1 �t .040 VIS CI•CI VIM E•E t 1/1&VIEW HEAD&SILL RADIUS TOP SILL RADIUS TOP HEAD ONLY) SASH STOP SASH STOP COVER FRAME CORNER CONSTRUCTION #.7004,8083.78 FLANGE FRAME JAMS ? #40266063-T6 17 #4063,6a83•TS - r .060 j (USED AS RADIUS TOP HEAD) 6 �•—*j1' .87r 5 P=M j 1.342 J..---.2278---+� 2.326---� ) 1.086-1^m 1 ,062 41 GLAZING BEA �1.349 ..1. #4aa6a,606376 .052 •6B 1.ia7 .a6z 1.170 31 SASH SIDE RAIL 082 #4008,6083-TO 21 FIXED MEETING RAL 23 SASH TOP • -- RAIL 2B SASH BOTTOM RA{L(LOW) a� 8i75 #4064A,6083HD•T6 #40080,8083H5•To #4007,6003-76 060 t MOO -T PRODUCTRRY 8D Ie " n�eompiytn with thaAlodQ� 876 42 GLAZING HEA ,6L8_ umiamycao 0 2 3�,_,�, #40448 6063 T5 A+raN^"w Nc 082 1.088-{*--+,{T (USEDW�GRILLKm 13 m Dtto i Z{ 2.048 q4 GLAZING BEAD 7118" Ptod IN .!.__._ ouctcantro 3. 6 04222,6063-T6 ,082 2. .663 � �t , 676 1 1T'1.087 `��� Q�yy LYNN a60" .' 48 GLAZING BEAD,13/16"IG �'�•'uarNBF'<<'j,�', tr-��2,764--� 1,1l6 T #4087,6a83•T6 '+ ' 8g FLANGE FRAME SILL(HIGH) 88 SASH BOTTOM RAIL(HIGH) 4b QLAZING BEAD.7/18" Nb.Sa705 04050A,0063 TS #4061A,6063.76 #8660 608376 (USED W/GRILL KIT) LAL tWPJt8 8 INDCHme"THIS aHm 87 7L l 2 deritt D NDcHaaffsv"aHeeer toxo mcttnotooY carve EXT12U8/ON3&t:RAME CORNER DETAIL N vextce,Ft xne ALUM.SINGLE HUNG WINDOW IMPACT JR• if D NOttBW08BTHI88HEEr PttBQXth28 yt--- ,,, A�lYiltltMILltiA.E. RK 8!!l8B J� znn7 »oKancs,Ft aaxta V?rtbb Batecr BMW Heti 7 d f 1 4040 W E FL PAN 66706 ANCHOR.QUANTITIES ABOVE MEETINGRAIL EAD&JAgMID381h.CUSTO F O ES: WINDOW HEIGHT MINUS BAUM HEIGHTFROINITABLE S, SUBSTRATE: 7,126 V22,888 28,211 33,764 8. .839 1 60.382 88,@28 2.1/4"ELCO MS ANCHOR TYPE: u p p 0 p p U p �y ty O R1 3.612 SCREWS WINDOW QLA$S N Z N N x N o� N ,- " N .' N «-x N .- N ,.x N r Z 2.ANCHOR LOCATIONS ARE EASED ON THE FOLLOWIING ~r WIDTH TYPE $ $ s '► c� $ N 8 8 8 8 DIMENSIONS: HEAD-is lir MAX,FROM CORNERS D,E,F,J, 1 1 1 1 1 1 i 1 1 1 1 1 ! 1 1 1 1 1 ! 1 1 ! 1 JAMES•17 112MAX,FROM TOP CORNERS 18.128 - _ .. ». .. r . . ....,... .. _, .. . . . 11112"MAX.ABOVE THE MEETING RAIL K,L 1 1 1 2 2 3 2 3.. 2 2 2 2 2 2' 2 ? 2 3 3 2 3 3 3 S 24.000 O,E.F,J, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ! 1 1 1 1 ! 1 1 ! 1 8"MA) BELOW MTG,RAIL ,... ......r,....._.. ...,.r,... .,._.......... »...-. !8 MAR,FROM BOTTOM LOANERS 1 1 ! a s 2 x 2 2 2 2 3 3' 2 3 3»' 2 3 . 8' 3 3' S 3 A $ILL-ANCHORS NOT REQUIRED D,E.F'A 1 1 1 1 1 1 2 1 1 2 1 1 1 1 ! 1 1 1 1 1 1 1 1 1 3.DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM 32000 KL 1 ! !r ,a '2 ' Z' 3 2 3 8' .a '8 3 2 8 4 3 d A § A 8 3 6 VIEW WINDOWS FROM TABLES 7.AND 8,USING THE PBF DIMENSIONAL CRITERIA OF NOTE 2.UEE TABLE 7.FOR ABOVE THE MEETING RAIL AND TABLE 8.FOR BELOW. $7,000 B,7075, 1 1 1 2 1 2 2 1 2 2 1 2 2 i 2 2 ! 2 a 1 2 2 1 2 d.AVAILABLE BASH HEIGHT$FOR CUSTOM VIEW _ ."_ WINDOWS ARE 12 8t8'MiN.TO3M"MAX. KL 1 f 1 2 2 2 3 2 3 3 3 4 3 S 3' 4' 8 d 4 4 8 B 4 8 8.'fAHLE WIDTH AND HEIGHT DIMENSION ARE FOR PBF 79 78 79 79 FLANGED WINDOWS.IWEGRAL FIN DIMENSIONS ARE 40.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 Z 2 2 2 2 2 2 a 2 2 2 a 2 2 1"LESS, K,L _., 1 '1 1 x 8 2 3 3 3 ..4 3 '4' 4 3' 4 r 4..•3 • 8' 4 ..a. $ 8 .4 8 $,,QBE{ON c OE U u�tt O PBF 70 78 78 77 79 79 78 SIZE ROCKS O T "ACOS WITH A$OLD ITALICIZED VALUE ABOVE THEM,INDICATE A MAXIMUM 44.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 Z 2 2 2 a x 2 2 2 2 2 DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS K,L 1 2 ,.z' 2 3 "3' 3 A 4 4 ...4 _.3_. 8 4 3"' 8» 4 G r6 +4 8 SHOWN IN BOLD,OTHERWISE,THE MAXIMUM DESIGN P8F 78 79 70 78 79 71 79 7J 78 PRESSURE FOR THE 4$.000 O,E,F,A 2 2 2 2 2 2 2 2E2, 3 2 2 2 2 2 3 2 2 $ 2 2 3 a 2 O ASS TYPE ISIZEAND K,L 7 1 2 2 2 3 "8 A A 4 B 4.. 6' "5 „ 9 4 8 0 9 r0" AVAILABLE, P 7f 79 83 71 79 64 T4 77 89 89 TABLE 7.KEY: 83,128 D,E,F,J, 2 2 2 2 2 Z 3 2 3 2 3 3 2 3 3 Z 3 3fugx PSK,L 1 1 2 2 2 3 '3' 4 �4 4 "B A Q »9" 6 S '8 '8 8 -8' 7' (DP LIMBED) 14,2 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL,CUSTOM FLANGED WINDOWS BASED ON SASH HT. ��� 2 TABLE 8. JAMB ABOVE 2 SASH MEOW MTG,RAIL SUBSTRATE. a-117 l2� 1 L !8.78 81776 121,778 1 24, 1 27,77$ 0.776 QS1I�D�S u �j _D� W HEANy pQ -WIDTH 2 JAMS ABOVE 4 rRanucrReVl@9D m camplvla w!{httm Alortd* 19.126 1 1 1 2 1 2 2 1 �2E2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 MM RAIL Bu@ahrisaao 24.000 2 1 1 2 1 2 2 x 2 2 2 2 2 2 2 2 3 2 2 3 2 2 AccepmmoNo O I�I.pL3 32.000 2 1 2 2 2 2 3 2 3 2 3 3 2 3 3 2 3 A 2 3 4 2 3 37,000 70 2 i x 2 2 2 3 2 s 3 2 3 9 9 3 3 3 3 4 3 3 4 3 4 TABLE t3.KEY: " + { 40,00074 �'M172 PSF 272-1-2 2 2 2 3 2 3' 3 2 3 3 3 3 4 3 3 4 3 4 4 3 d (DP LI)J!,Em44,000 88 7S JAMB BELOW ,� 2=2 2 2 2 3 2 S 3 3 3 4 3 3 4 S 8 3 4 8 3 4 MT4.RAIL 41%,��1 ...IYN,y,��Z` `1 q�. WCCNsy'.,c�,Iy /rte 48.000 83 72 T8 , 2 2 2 2 2 3 7F-73- 3 3 d 3 d 4 S 4 8 S 4 6 3 d (FULL DP) ~�ti'r No.08706 83.126 73 IM 88 72 JAMB BELOWL 2 2 x 2 2 2 2 3 =3 4 1 3 1 4 1 d 1 3 1 4 8 3 4 8 3 8 8 3 8 NBO.RAILOF 47A=U;rA• Ilr ;; 1 Wtvwf6 8 NDtlNANp6877ff8shw r>t faviff D NOCNANBEB7l8BSHE!&T {QrMveN{0c3L�oi°aura @ ANCHORAGESPAC1Nq,CUSTOM VIEW r.R. OC1D1/t1 a NO CHANAE8711189NEET ro. taro ALUM.MOLE HUNG WINDOW.IMPACT ,jGN%�l. gp}f 8t(IOO NTS 10 a 14 4040.20 E F PAN L8E87�OB P.E. wirow wb NOKOM 'M A.y)jl �t F.ff 7I3QX18 J..L P122rt}T WERIORE o LL HEAD AND SILL DETAI ) WOOD ANCHOR 1,FOR CONCRETE APPLI 1.3!4°MIN.EDGE (SEE NOTE 2&3) APPROVED i14'DLCO TAPCONS OR 114°S84 CRETE-FLEX, MINIMUM DISTANC c OONCRETE ANCHOR ANCHOR TO CONCRETE EDGE 1813!4". (SEE NOTE 1 Q 3) 2x WOOD SUCK 2,FOR WOOD APPLICATIONS IN MIAMI-DADS COUNTY,USE 012 STEEL SCREWS(06)OR 3 36 KSI MIN, (098 NOTE 4) 1"MIN.EDGE 114"8154 CRETE•PLEX, CONCRETE 3,FLAT HEAD ANOHORB,WHERE REQUIRED,MUST HAVE 012 TRIMFIT HEADS. 1318 MiN.,114 TAPCON 4.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE SUCK$WHOSE •'. •+.•. •4314"MIN„U4"CRETE-FLEX TOTAL THICKNESS IS LESS THAN 1112". 1X WOOD SUCK$ARE OPTIONAL IF UNIT DAN BE OPTIONAL ix INSTALLED DIRECTLYTO SOLID CONCRETE OR CMU.WOOD BUCK$DEPICTED AS 2x ARE WOOD BUCK N 111°THICK OR GREATER, INSTALLATION TO THB SUBSTRATE OF WOOD DUCKS TOSS (SEE NOTE 4) `--- . ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION, 0.FORATTACHMBNTTO ALUMINUM,THE'MATERIALSHALL BE AMINIMUM STRENGTH OF 114 U4° 8083.7$AND A MINIMUM OF 1/8'THICK.THE ALUMINUM STRUCTURAL MEMBER SHALL BE SHIM MAX, OF A SIZE TO PROVIDE;FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT DETAIL SHIM SHOWN IN THESE DETAILS FOR 2x WOOD SUCKS. THE ANCHOR SHALL BEA 012 SHEET ----L A DETAIL B METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM,IF THESE CRITM ARE TYPICAL FLANGED HEAD ANCHORAGE METMAY BEU8120.THE RESPECTIVEGN PRESSURES COMPONENT MAYBE SUBSTITUTED FOANCHORAGE SPACING RAM PCONB INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS,FOR INTEGRAi•FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE 114"MAX,SHIM !.-i MI MIN, MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 174°MAX.SHIM 8.ANCHOR$ARE NOT REQUIRED AT THE SILL OF FLANGED UNIT'S. •, —^ 7.MATERIALS,INCLUDING BUY NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT 't 1"3!4"MIN EDGE 1°MIN,EDGE WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBO CURRENT, CONCRETE ANCHOR, EDITION. PH BELOW MEETING HOBEL W MEETING ( RAIL(SEE NOTE 1&3) I RAIL,(SEE NOTE 2&3) t'•;� 3,3$KSS MIN.CONCRETE -OR 1.15 KSI MIN.CMU lo, y (ALL JAM LS) Ix SUCK OPTIONAL WITH SOLID CONCRETE 2x WOOD BUCK EXTERIOR --- OR CMU SUBSTRATE(SEE NOTE 4) A (SEE NOTE 4) V DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 2.11'EMBEDMENT MAX "* 616"MfN.EDGE SHIM 1/4' WOOD FRAME WOOD FRAMB MAX. PAODUQrAsvl6iso SHIM i as camntyll,vhh4hePlorida �_.i. OaHalagCo�to PWOWOD EDGE Acce lost No .131"DIA.MIN. a pGngmi Dat.131'DIA,MIN, 2.11EM MOMENT ATCORNERS x 2112"NAIL, AND W 0.0.AT CORNERS RAME AND 8°O.C. 8/8"MI BDGE 114" .131"DIA.MIN. MAX, x 211"NAIL. SHIM AT AND06 O,C� 2.11"EMBEDMENT 4ic...... DETAIL F,(HEAD) DETAIL E.(JAMB) DETAIL G.(SILL) TYPICAL INTEGRAL FIN ANCHORAGE ^t�;'a IMF- L Af dJi?!td E 0WRRaOrB CKNOM NNOVESEonomPGl a4m ' gyp'• 9Y TC old •', ".~ JJ tm�nt D NOCHANWSTH1881101' tcraracNNOWoratus � � ANCHORAQEDETAILS ;,r ., 4i-` JR O4/tltMt O NOWOESTRl88NEST N.vaNicE,tladata `~� ar �•.?fpFIIDP,, �'��i` va.g�t tan ALUM. SINGLE WINDOW IMPACT i, Sl'� {F��R, F, o"`BIbUd J.J. ?/291PT7 NOKOMid,F184114 VGIb(rBattar SI'm NTS 11 �+11 �w4040,2D E A t1'P. �s87Q6.E,