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HomeMy WebLinkAboutProduct Approval (2) St LUCT_U .,OUA'TY RTJMDTNYC']DIVISION REVIEWED FOR COINIPLLAivCE iUVIEWED BY s� DATE ,; PLANS AND PERM_1T_ UST BE KEPT ON JO:; MIAMhDADE OR NO INSPECTION WILL BE MADE. . MIAMI-DADE COUNTY PRODUCT CONTROL SECTION` DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) . 11805 SW 26 Street,Room 208 HOARDAND CODE ADMINISTRATION DIVISION T(786)315-2590- 'F(786)3,15-2599 NOTICE OF ACCEPTANCE{NOA} . WWW.miamidade.govreconomv PGT Industries 1070.Technology-Dri ve North Venice,FL 34275 SCOPE: This.NOA is.being issued under the applicable rules.and.regulations governing.the .use of construction materials. The documentation submitted has.been.reviewed and accepted by Miami-Dade County RER - Product Control Section to be used'in Miami Dade County and other areas where allowed by the Authority Hailing Jurisdiction(AHJ). This NOA.shall not be.valid after the expiration-date .stated below. The Miami-Dade County.Product-. Control Section(In Miami-Dade County)and/or the AHJ(in areas other-than:Miami-Dade County)reserve the-right to have this.product or material tested for quality assurance purposes. if this productor material fails to:perform in the accepted manner,the manufacturer will incur the expense of-such testing and the AHJ may immediately revoke;modify; or suspend the use of such product:or material within their jurisdiction.: RER reserves thexight to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section.that this product or material fails ed4he4oqui meats of the applicable building.code: This product is approved as de ed herein,.and h�s-15ligned-to om ly with the Florida Building Code,:including the High ocity.Hurricane Zone.- DESCRIPTION: Series 4W-701/7201820"Aluminum Fixed Window-L:M.I. APPROVAL DOCUMEN� o.MD-720-820 a.ton Guidelines", - sheets.1 through 10 of-10,dated 04/12/13;with revision-A dated 07/02/1:5,prepared by manufacturer,signed and sealed by.AneNofice nn Miller eargt�Miami-Dade CountyProduct Control Section Revisionstamp.with the eceptance number aion to the Miami-Dade County Product Control Section. MISSILE.IMPTING:Large and Small Missile Impact ResistantLABELING: Eshall bear a petmanent label with the manufact a or.logo, city.; state, model/series, and following.sta e . ut-''Mia '- n roduct Control Approved", unless otherwise noted herein: RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has-been a revision or-change in the materials,use, and/or manufacture of the product or process.-Misuse of this NOA as-an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate:this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA:number :preceded by the,.words Miami-Dade-County, Florida, and followed by the:expiration date may be displayed in advertising literature. -If any portion of the-NOA is displayed,then_it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to.the user. by the manufacturer or its '. distributors and shall be available for inspection at the job site at the request(if the Building Official. This NOA revises NOA#13-0502.03 and consists of this page a and evidence pages E-1 and E-2,as well as -approval.document mentioned above. The submitted documentation was reviewed by Manuel Pere , X. O 1 8 6 MIAMMADE COUNTY Exp!, ti FU'1 ,ZO 9 7 f Q 1� Approval DAF, y 09 2015 Pa e PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. .Drawing No. MD-720-820.1, titled "Fixed.Window Installation Guidelines",.sheets._l through 10 of 10, dated 04/12/13; with revision A dated 07/02/15, prepared by manufacturer, signed and sealed by Anthony:Lynn Miller,P.E. B. TESTS 1:. Test reports on: 1)Air Infiltration Test,.per FBC,_TAS 202-94 2)-Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Testper FBC,TAS-201--94.. 5)..Cyclic Wind Pressure Loading.per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411:3.2.1;and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. -FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson,P.E. (Submitter)under previous NOA No. 13-0502.03) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,:TAS 202-94, 3):Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,.TAS 203-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory,Inc.;Test Reports No. . FTL- 3835 and FTL73850; dated.07/18/03 and 07/31/03 respectively,all signed and . sealed by Joseph C.Chan,.P.E. (Submitter]under NOA No..03-1105.01) C. CALCULATIONS 1. . Anchor verification calculations and structural analysis,complying with FBC-51n Edition.(2014),dated 05/20/15,prepared:by manufacturer; signed and sealed by Anthony.Lynn Miller,-P.E. 2. Glazing complies with ASTM E1300-09_ D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). Manue Perezn Product Control Exa er NOA NO.IS-0528.26 Expiration Date::February 19,2019 Approval Date: July 09 2015 E-1 - PGT Industries - -NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.14-091610 issued to Kuraray America,Inc. for their "Kuraray Butaeitee PVB Glass,Interlayer7dated 04/25/15,expiring.on 12/11/16. 2. Notice.of Acceptance No. 14-0916.11 issued to Kuraray America,Ine. for their "Kuraray SentryGlas©(Clear and White)Glass InterIayers"dated 06/25/15, expiring on 07/04/18. 3. TREMCO Part No.TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense.Elastomeric Compression Seal Gaskets, Setting Blocks, and.Spacers with Option II exceptions. b) ASTM D412.Standard Test Methods for Vulcanized Rubber and:Thermoplastic Elastomers—Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property--Compression Set for 22 HRS 158°F. d). ASTM D 624 Test.Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of-143 lb/in. F. STATEMENTS 1. Statement-letter of conformance, complying-with'FBC=51"Edition (2014),.dated May 20,201.5,-issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 20, 2015, issued by manufacturer,. signed and sealed by Anthony Lynn Miller,P:E. 3: . Laboratory compliance letter for Test Report No. FTL=7212; dated 03/21/13; signed and sealed by.Marlin D.Brinson,P.E. . (Submitted under previous NOA.No..13-0502.03) - .4. Laboratory compliance letter for Test Reports No..FTL-3835 and FTL-3850, dated 07/18/03 and 07/31%03 respectively, all signed and sealed by Joseph C. Chan,P.E.. (Submitted under NOA No..034105.01) G. OTHERS .1. -Notice of.Acceptance No. 134502.03, issued to PGT Industries for their Series`.`PW 701/720/820"Aluminum Fixed Window–L.M.I."approved on 07/18/13 and expiring on 02/19/1-9. Manuel Perair'VE. Product Controlami er NOA No:15. .26 Expiration Date:,February 19,2019 Approval Date: July 09 2015 E-2 GENERAL NOTES:SERIES 720/620DESIGN PRE59URE RATING IMPACTRATING IMPACT-RESISTANTFIXEDVIINDOVV VARIES, RATED rOR LARGE&SMALL - - SEE SHEET82-5 MISSILE IMPACT RESISTANCE 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH'THE REQUIREMENTS OFTHE FLORIDA 48•TIP•TOTIP WIDTH BUILDING CODE,INCLUDING THE HIGH VELOCITY d8'BUCK WIDTH HURRICANE ZONE"Z). 4r BUCK WIOTH 4B'BUCK VAOTH - 44A/4'VIVELE 45-1X-VISIBLE F4U"'�11'1�11'U! 2)SHUTTERS(diE_lL�REQUIRED WHEN USED IN UGHTWIDTH LIGHTWIDTN 2 MA% PRODUCTROVISSD WINO-BORNE DEBRIS REGIONS.FOR INSUTATEG GLASS P1YGW wM On Fbdd. INSTALLATIONS ABOVE 3D IN THE HVHZ,THE OUTBOARD O,SHEETS J 6-MAX. O,SHEET7 I 8-�- --II BmldingCobLITE MUST TEMPERED. H(CAP) �3)FOR MASONRY APPLICATIONS IN MIAMI-DAOE COUNTY,USE ONLY MIAMI.DADE COUNTY APPROVED MASONRY - UANCHORS.MATERIAL.S USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C80 CONCRETE MASONRY A I A C O E,SHEET8 E,SHEETSUNITS AND CONCRETE WITH MIN.KSI PER AN'CHORTYPF. SHEETS SHEETS BKSHEET7 GHEET7 G,SHEETS O, SETS p 5TH EDITION FB UPDATE 4)ALL WOOD BUCK$LESS THAN I-17 THICK ARE TO BE _, HEIGHT �'_I BUCK —DATE:070 16 CONSIDEREDIX INSTALLATIONS,IXWDOD BUCKS AAE 1 r HEIGHTjWIE.� 63.1/4' ¢ OPTIONAL IF UNIT 13 INSTALLED DIRECTLYTD SUBSTRATE. '� --_--'— 92-1/d' .l� _ -----.— - !—WOODBUCKSDEPICTEDAS2XARE1.12"THICK OR 12-MAX i / VISIBLE tYMAX. 91fq• 1VISIBLE OREATER.IX AND 2X BUCKS WHEN USED)SHALL BE O.C. / LIGHT O.C. / LIGHT 6'MAY IIII DESIGNEDTOPROPERLYTRANSFERLOADSTOTHEHEIGHT IJOFR O.C.STRUCTURE.WOODBUCK DESIGN PND INSTALLATIONIN 9B` HEIGHT THE RESPONBIBILITY OF THE ENGINEER.(EOR)OR _ TIP-Tp BUCKARCHITECT OF RECORD,(AOR} TIPHEIGHT6 ANCHOREMBEDMENTTOIVSEMATEFHAL MALL BEHEIGHTBEYOND WALE DRESSING R STUCCO.USE ANCHOR90F 1I 1 1 SUFFICIENT EMBEDMENT,NARROWJOIN7 SEALANTIS USED 1 1- _ I - -. f_ O 70ON ALL FOUR CORNERS OF THE FRAME INSTALLATION - "-_- - -- - oo J �+ -20ANCHORS SHOULD HE SEALED.OVERALL } IETSZSEALINO/FLASHINQ STRATEGY FOR WATER RESISTANCE OF JJ I- 6'r 12'htAX OO. _ 17 �INSTALLATION$HALL BE DONE BY OTHERS AND IS BEYOND. G—^I I�-1YMAX'O.C. 0� �- 2.g H,SHEETIh"- UU XN MAX. SHEET7 V MAX_O.C. THE SCOPE OF THESE INSTRUCTIONS. - MAXT' 9HEET8 OI-Z, Ow $)MAX 114•SHIMS ARE REQUIRED AT EACH ANCHOR TYP.FLANGED FRAME TYP.EQUAL-LEG FRAME TYP.FIN FRAME ELEVATION o� x � Z z LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE ELEVATIONfTE8TE0 UNN� ELEVATION fTESTEDUNI - (TESTED UNIT) sz az F 1i SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING S 4 O APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE .- SUFFICIENTLYANCHOREDTORESISTLOADSIMPOSEDON FIGURE I: ....JI THEM BY TME WINDOW. fY O.C. '9NAPES AS BROWN BELOW OR SIMILAR.MAY BE USED OY INSCRIBING THE SHAPE INA BLOCK F W GUIDE TO SHEETS: AD. AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK 8126 FROMTHE TABLES ON SHEETS 2-6. 7)DESIGN PRESSURE& GENERAL'NOTES._.___._.�..I ANCHOR SPACING TO BE 6-MAX.FROM CORNERS AND IY O.C.MAX FOR ALL CURVED FRAME .Z' (D .N A.NEGATIVE DE61GN LOADS BASED 04 STRUCTURAL]CYCLE ELEVATIONS.............. MEMBERS,SEE FIGURE I,THIS SHEET. W TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM GLAZING DETAILS...._.__..-.._.2-5 Fj S 2 a E7300. ® DESIGN PRESSURES._...___.2-6 12'0.0 'r.---WIDTH -' 1�'WIDTH-"I f.--W1pTK-j fes'WIDTH-I .6 Z B.POSITIVE DESIGN LOADS WED ON WATER TEST INSTALLATION,FLANGE-_—B MAX / �r--- -^-T � '--1 •f r -1 T G- -),Il PRESSURE,STRUCTURAUCYCLE TEST PRESSURE.FRAME 'INSTALLATION,EOUALiEOANALYSIS AND GLASS PERASTM E1300. INSTALLATION.INT.FIN A._�BINSTALLATION.INT.FIN B_.._98)THEANCHORAGE METHODS SHOWN HAVE PEEN CORNERA89EMeLY___..._._...10 w `IDESIGNEDTORESISTTMEWINOLOAOSCORRESPONDWO EXTRUSIONPROFILES _.�_10 MAX - L 1L_ _I l TO THE REOUIREDDESIGN PRESSURE.THE 33.1/3/.STRESS PARTS LIST__.......-._..__....10 -- INCREASE HAS NOT BEEN USED INTHE DESIGN OF.THIS T PRODUCT.THE IB LOAD DURATION FACTOR WAS USED FOR TABLE I: 1 - I`—W --' h-WIOTM'-" Fes-WIDTH-, IF WIDTH-�I IL``1t1Y Il.YNN// TXE EVALUATION OF ANCHORS WTOWOOD:ANCHORS 711AT Sheat ��I--- --, T ) COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS TIP. De.cdplbA I011 SHALL MEET THE REO ORROSIO S E IST FLORIDA N N0Lj BUILOINOCODE FOR CORROSION RESISTANCE. 1 7I1P lantl 3/18'M-.OBO'PVB-3f1C H9 ZNo.507052 7110 VM 3118'HS•ODPPVB-&1C FO ``BI REFERENCE8:7E5TREPORTSFTL3035.386087212; 0-1-1118"LemLK33/7B—T711 B'AV NOm'•.OBPPVB-J110'FIS J .�- 1 1 .I_ ELCOULTRACONNOA,ELCOCRETEFLEXNOAANSVAF&PA 4 1.1/1g•lamL 10 1g'T-7/16'Nr•y1B•IW•. PUB-31tB'H8' -3 •v ` NOS FOR WOW CONSTRUCTION AND ALUMINUM DESIGN �A ♦•—WIOTN---�I I` WIDTH--I WIDTH'I )''WIDTH-"i •A'• •Z�S 4'� _ 6'7/18'UM Y1B'M-.0BP 6G-9118'An 4- r--- r^ 'I ten' TE OP MANUAL. 'r -- '{' .r Tr- - ;.0�'.. .A,4 V` S 71111 MI 1s•HS-.000'6o.011s'Hs 4' i f-- --1 y SERTHE USES AN FVII THE no ND020S g 1.1118•Loml.p 3HP T-7H6•A6-31tP H4•.ODD'O-MiB'NS & (ry. I I P ,`[II�j�( N/�LA..S;C`C��•• SERIES USES AN SD INTERLAYFR.1'H6 720 AND 520 SERIES MAY ALSO BE REFERRED AS THE 701 SERIES. &'8G'=•KURARAY SENTRYGL®91NTERLAYER^BY KURAMYAMERICA,INC. Ri x.� sl '/[ OII.I1111` •PVB' KURARAY$UTACRE PVB INTERLAYER'BY KURARAVAMERICA IND. t _ 1 "" ALYNN MILLER,PB, RE1607W T LE 21. . Window DoslgnPressure(+r-,psQforGlas.Type .taw go(m1" tn6'LAMINATED. . 8l-TrB72 78 00 1 84 58 1 92 1 96 100 1 104 1 •fl2 GLASS STACK 30 ♦40 +1100 •.60 .140 1 .140, .140 .1100 -140 •l. .1 32 •A$3 .t +a0 -1 .1.511 tla0 .148 .120 rt.BOA80-PY$IMTEPoAYFUi 34 H•60 -140 +40 H •140 H• .1180 .a0. Na0 -TAO •1.79.4 1141 .l 040 .ISO oto Hao H-iB.7 .•77.2 .1751 +.73. .l• 3118 HEAT BTRENGTHENE)GLASS 30 .-00- ♦1180 •ta0 H ♦ .L7fl1 H-75't +t. 6 11703 -140.5 -r40. 3116'ANNEALEDGLASS P$ODUCTREVISED A Yn 40 H-80 �rl 0 +140 .+I• .0. H- •I-74.3. +I-71.3 -14 ♦ 5.1 •147. + L PL7agwAAtlgY!<Tldq 4 Duilaine CoOo .1 ♦I •I.BO •7 A •1.74.3 .•I.Tt] .I4e r/ 7 Hat •I.SB.B +356 '11 Atnp4nroNo . 44 ,.tom H40 .7700 11,764 +372 I =•1469 .La56 .1$22 .159.7- +737.5 USEOATCURVED mD#t 0 Hao H49. H•71.2 '-;•7310 •1.70,1 •I 0 -143 +140. •1 FRAME MEMBERS ONLY 29 - 48 .-ISO H.75. +1.71.0. .74e.• H l Hal. •/4E2 ®11.7A8.00.MNC. GLA68 BRE LONG SIDE-- fly 9Ci 00 H .1• .5 N.74.1 N•T0.3 H•80.7 •t i 1� ^^ Mf Dpi N.7B1' IV- SHORT H-711{ . .e .t• .sf 1.3 +163.6 4 NO lAN ET Sh1'£T G. r1. •I N E IDR S70E A N•as •l. .148. .20 13 a E:0 0 15 0.05.7 .1 rt $ GLASS TYPE 1 0,68 414@.3 f+._..-LONG ams -«•� L 07.71 +lb7 1)SUCK DIMENSIONS SHOWN.FORFLANOEDWINDOWS,SUBTRACT PFROMTHE T0-TO-TtPOIKENSIONTO DETERMINE THE BUCKDIMENSION. SRS .,: A 771 a r 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE BMX OR LONO DIMENSION. SIDE 3)FORARCHITGC7URM,WUIROWS,FUIQ THE SMALLEST WINDOW$R'E INTHE TABLEASOVEWHICH THEOVERM-LDIMENSIONSCOMPLETELYEITV8TH01, -� TABLE OIMEN910N8 MAYBE O t3 W � N - OR{ENTEO VERTICALLY OR p� Q} n . HORIZONTALLY AR SHOWN. Z. �'(i � � � d TABLE 3: V }C-f0, WtndOW 00819n Pm--ure(+F,psf)for0lass Type p o 4z > g on9P - �Z-G.z' Q t8 72 76 .14 84 -s2 _ .•80 ,a0 1 dao ASS Nohi. 7�..�.,,� Ina`LAMll•1ATED. OT N 30 .30 -.140 HAD H .1.80. '•I GLASS STACK�i _..I t.�-GLASS STACK �, q .140 •Ia0 .140 -.r40 .140 +1160 •Ia0' Hao H _ I I I WIG HEAT , H' ++ +140 +t a -140 +Jba H .740 H40 .H46 .1� SHOAT UI ,wres 38 Hao Hao .1E0 .140 Hao' •.AO Hao N U +1.00 •1.80 3/10'TEMPERED GLASS STRENOTHENEOOLASS 8108 8 4 . +140 . 4140 .e •LAO +1A1 H40 H-70.4 .L7BA -1-743 ' 3t1a'ANNEAtE0 GLASS 40 + +7.80 rJ .140 -74-0 r 0 +lap +1•ld +173 .1170.9 +t T718'A[q$PAt:B A96+PV8 42 Ha - •1.00 rl Hao ♦I +40 .-71 •l. ..1 .1.60.8 .1.05. INTEflLAYER - K -w• 44 N.00 .-1-80 H .4D Hep +l•L +1.74-1 +1-703 11-614 .145 . 11 ,g 2_ b 44 +140 N .740 '- -H•7B2 -1-164 -1t. .1461 -.1461.1 $ _ o .M A .Leo •I Hao .l H.7L2 .5 Has.6 .I.50 _ USED AT CURVED 119 qqY - SO' -la0 .140 . H- .1 -1.75,3 H.1.3 .147.6 FRAMB MEM AT CURE l��'. SIH' SIDE N N 52 H -H40 ♦ H. .7 +1.70. 4w o11.716.O.C.m GLASS SITE W -Leo . .1:b ..la 047.5 1.3 T a. 'aa0 t 64 N•80 0-7014 -1.54 60 .40 -.I• .6 ..J.6 �X7FR10R Lp 11 �.... 8/ .776 *••70.9 . �) 22 21 13 9HDRT `;�S�ONV LYNN/d/T7�i. SKE iwENSZ..•Fp ri ae Ha72 GLASSE 3 �' . „Yr:' N0.6Il7D5 •,•'x' TES: t) DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT I'I-THE 11-P DIMENSION TO DETERMINE THE DVCKDMIEN81Ot1. 2)FOR S2ESNOT SHOWN.ROUNO UPTOTNE NEXrAVNLABLE SHCRTOR tONO DIMENSION. 3)FOR ARCHITECTURALWURIOWS,FUIDTH88MAULESTWINDOW62E IN THE TASLEABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY PIT WITHIN. ��U�^. TI TE An�:•Vj�� 'mil'i•lOR4U,:;� :• ALYNNM61E1LPE. P,SlI60796 TABLEt Window Doulgn Pre►Sum(q,peg for Gla»Types 28 4 _ pI "( S B/ 32 90 ID0 101 t U2 1 1 120 21 1 128 1 0 .♦ 30 - +t80 :l8p • 44 80 .,1.80 -So NAO •!80 N e N 41.80 _ •• H •/32 NAD •80 rr1$0 140 +I 0 +I AO •138 AO NAD ,I :AO ,I80 HAD rl• ♦.8 N• NAO N 1180 ,1.80 PIIODUCTRRVISED N8D 4r ,.DD r +rA6 +t.e6 •r .4r 11-80rr.D +r st •rm „ yid„►g1y ,y 38 ;IA . N 0 ,IAD N. H86' 7080 +180 al +IAO 7080 rl 0.80 +l +1.50 tlWTdm►Colo ,D ;7161r!• ,IAD t _ 1to NAo NeD A NAo N Do Aaamwnc.MolB-0�?8. t +1.80 +1 +18D NAD +JAG N NAO aJ •1A st80 +186 P mro1 Oth - 44 NA0 H ,1,80 180 +180 AB ;I •f .180 .+1A0- :+180 HAD a1 .140 BY .1.80 M Oak i rIAD +186 +tA0 4180 -.1-60 +•80 NA0 +IBD H rlAO M•80 +7A0 N•BO NAO z. +1A0 41 .AD o +1 So +1.16.1 NO HAN TIS STiEET 54 70.80- -irloo +r 11.78. HAO NA0 HAO DA :07 p 84 4/A0 .f -f-793a8 N-80 7080' u F 0 4A0 TES., {ti a ���fffiii T)SUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT V FROM THE TP-TD-TIP DIMENSION TO OETERMINETHE SUCK OIMENSION. + 2)F0R SI2E9 NOT SMOWN.RGUND TO THE NEXTAYAOABLE SHORT OR LONGDIM"MON. `o 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLESTWINDOWSWE IN THETABLE ADOVEWHICHTHS OVERALL DIMENSIONS COMPLETELYRT WITHIN. e q �t N °dP 1-1116-NOM.�r,.,. TABLE DIMENSIONS MAYBE 7/16'iAMINATEp GLASS STACK i _TITS'LAMINATEp CRIENTEDVERTICALLYOR ( > Op p GLASS` STACK I CLASS STACK HORIZONTALLY AS SHOWN. .-Z O.Z a .DBP PVB INTERLAYER 3116'TEMPERED GLASS 3ti8'MFAT STRENGTHENEp GLAB$ LONG O 3116-HEAT _.•-3116'HEAT STRENGTHENED GLASS I.w_.LONG SIpE SIDE 1.1.�I 31+5'_HEAT STRENGTHENED GLASS . STRENGTHENED GLASS 711W AIRSPACE- .OW PVTI INTERLAYER ,y ®�' y W 1-- A 41 ._._._� 5 11 SHORT Z _ USED AT CURVED 111555 FitAN€MEMBERS ONLY 23 USED AT CURVED �1/-715'0.0.NAIL - WB' FRAME MEMRERSONLY 23 SIS' ,L SHORT �_ K +w CLASS BITE Z �t1.7/8'0.C.MAX GLASSSITE SIDE Z R 14 EKTERIOR R1-3 ^- �•+°—LOWSIDE—� 20 13 (ll 22 GLASS TYPE GLASS TYPE SHORT LONG 11i1111irrl +> SIJ-EE - SItIDEti'\\t}N�10ENIV Ctdlz£e� ! + i' M6.50"705 .'k SHORT w � . SIDE 7 15?4r S7+S F'?pRStUa. ' _.`ri9' ti q ry IUI�At1�-�• 0.LYNN MILLER P.E P.Er5D7W TABLES: . WlndoW 091100 Pre►►urs(t7•,pagforGlass Type 5 - Lang r 71I8'LAMINATED I� . W.11s 7 0 80 04 s1- 96 - 100' IDI 105112GlA89 STACK 70 •901-125.4 +901.120 •80415.6.•80.111.5 •801.108.5 1901.106 •015 ♦ -036 •90.1025 •90!-1001 •W.97.8 890'SG INTERLAYER +901-178.9 •W.4108 .50.106.9•90-701.6 •B0•SaT •801.95.7 ♦•90.92.9 +90.40.8 .110 803 •.B •90.1 .IDB +901• B •W.R5,1 .91.8 ..! 2 .1-04.4 6-01.5 .180.1 •1.78. +•70A ► 3/IWAHNEALEDOLAS - ]8 •801.102.8 •9D'A7.1 •91' B .6&11 •.85.5 +/420 H• .7 71.77 +7.5,1 .1-73.4- H-721 9118'ANNEALBD GLASS PRODUCI'RBVISL 30 .90/-®.4 42.2 .1411 H•b.1.2 •.80.7 •1.79.1 .1.75.2 •7.726 •1-70.3 •140.5 -•1.68.3- nn,Mying•vlU 10v FWllds 40 +00141. •.l- .2 -./-02.8 .•1.78. --`7,T7.2 •I-749. 71.71.3- •167.9 .1 .1 H-03.4 •1461.8 4 11 pul4fio9Coda(s �•� 42 .90141.3 •141. .•80.7 .l• .4 .1- -0-71.3 .! 1 .$17 .161.0 .1-%.8 IM.2 Aae0lm+w NO 1 1 AI •1.843 +/-02.4 N-]flB +/.754 N-73 A .185.8 .14622 •Ib9.7 .I8.6 USED AT CURVED / 71854 +/•BO.S •1-77.2 N-A,tl 41.0. .16&e LEE 714603 71b1:7 FRAME MEMBEft9 CNLY 2S 5!11' ®17.718'O.C.MAX GLASS SITE. �+-LONOSIDE -► DY 3 48 hav .•m..3 .71.756 .771.8. •88.3. •61 •I .5- .1582 r1- 50 brag .1•77.6 +1-74.1 -1,70.3 - .188.7 -Toil '.174.7' - 1-3 r MI P 53 •-781 •l• HbO.e 11$5.1 .1815 '- I1-- DEEEiiii 64 4!1-7..4 .1.730 0.70.6 7167.3 •1m.6 ERI r ` S�� I b\ NO CH T I S EET 58 +1.1&e 41.72 +boo. +•65.3 20 - 13 610E IL-Y �\ e ---DATE:07102/16 58 71.74.x. 0.711 •$B. YY�� L Ifo .Ia17 7160.7 .r6s - GLASS TYPE 5 02 •1.11.2 - 80.7 N Z BO •-0&3 - - �-LCHO BIDE NO�iES:' SHORT 1)BUCK DIMENSIONS SHOWN,FOR FLANGED WINDOWS.SUBTRACT I'FROM THE TP-TO•TIP DIMENSION TO DETERMINE THE BUCK DIMENSION, SIDE 7 ? wB 2)FOR SIZES NOT SHOWN.ROUND UP TOTHE NEW AVAILABLE SHORT OR LONG DIMENSION. � �. 7•, .- 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS CUMPLET0.Y FIT WITHIN. L Oy 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEO WINDOWS.DO NOT UBE WITH FIN-FRAMED WINDOWS, ? N e +ru0 - _ TAOLE DIMENSIONS MAYBE Iii Z 'I ORIENTEOVERTIGLLY OR =�_.Qf�1 $ r HORIZONTALLY AS SHOWN. ,n W ox IUIUU� ]CN TABLE B: F W m'p (_� 0 0 Window DeelOn Pleasure(W.,pof)forGl►ss Type 7. 5: d" - z� 7 0 m ! 5i dz F w a W-7/8 72 78 so114 Be I W 03 100 104 109.112 14116'NOM. O 30 - .•80!•130 .90-130. ..BD'-1J9 •901.118 +80!•171.8 •801.119.8 +90.11a1 +80.'-117 •80.1168 •90-7127 .90.109.D GLASS STACK T/16'LAMINATED _ R -10 32 • W-12&1 . l7&9 •00.171.8 •901.11. .50-10&1 .801.1013 .9W.102.4 .90.102 •801.101.4 +90.49.1 GLASS STACK � 34 .901.123.1 IIa4 .90F777.7 •80.107.5 •90.103.8 .901-99.7 -.90.96 .90.9ZI +90-90.5 .1.90 +/ 6 SHORT OB •901.118 •90.1088 .90-104.8 .90-100.5 +90.988 .SOI-51.9 .1-90 71-01-3 7181.9- +/82.J IZI.2 3H8'TEMPERED GLASS Will'ANNEALED CUSS BIDE 9 '2 D' 36 •80.111.2 • 401.2 • .9 +901-94 +90.91.1 +/882 •1649 •16L9 .1-79A .1•76.4 .1-74.9 JIt6'ANNFALEO GLASS 40 •B0.10a9 •W-99.0 '•901434 .90.9al 1.1-07.2 .184' •I•B0. •1.757 .1-73. •170.9 .169 7110-AIRSPACE .090'SO INTERLAYER 42 +90-103.2 •90.67 .931-91.2 1187.4 .184 +1605 .1.77 •1-731 .189.6 71611.9 +1862 888 KK .. 44- .W.98.7 +9043.1 .149.1 -1662 •l 1.4 -1•77.8 +/-74.1 11-783 .187.5 4/638 11 C 4 Qp 46 •90.90.5 .9D'-91.3 +187.2 1143.2 •!•T9.3 .1-764 71-77.7 -1Eal •1$5.1 6 �' LONG 111 .Ba'-A.5 .1ffie H4S4 •/41.1 N-7T.2 .1.733 .1-695 71-068 .O 50 -9. 1147.0 •637' +/•79.4 .1-15.3 •,.71.3 +167.6 USED AT CURVED SIDE 52 ••/491 .1.86.6 Otte �0.77Y 71.73.5 +/-03fi NAME MEMBERS ONLY 28 [ GLAS BRE 51 .1.87.5 /-0.5 •I .4 .1.70.0 H.76 71-i1.B 58 .1.858 13 _ •n1-'a,ro�. 59 .l•03B -+.79.4 .1•75.4 _-- -BD .1621 71.7/.8 f.n6 EXTERIOR 1111111111111, 62 .1 0,4 H•756 �j 22 21 73 sSDRr IH LYNN A!/(I�/� SIDE 68 .1•71.2 _ GLASS TYPE? ,�: \.10ENSG•'••F.p 67•l8 _77-4 9aim •••Yr ES• ti1� No,D0705 J 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT V FROM THE TIP-TO•HP OIMENSION TO DETERMINE THE DUCK DIMENSION. 2)FOR SIZES NOT SHOWN.ROUND ffP TO THE NE7(T AVAILABLE SHORT OR LONG DIMENSION. 1'1- �• �,('. •�1'C 1)100 ARCHITECTUPAL WINDOWS.FIND THE SMALLEST WINDOW 9¢EINTHE TABLE WH:CHTME OVERALL DIMENSIONS CO FITVATHIN. ,�'�. � U: .4)TMSSHEETAPPLIEB ONLY TOFLANGSANG, ALlEOVONDOWS,DO NOT USE WITH FPLFRAMEDWINDOWS, �(�•,.,FAIL• LAIL, AL1 MI 1 ER.P.E. PZ*83705 TABLE T: - mndow Design pmesule 141,pan for Glass Typos 0 A a Luo 00 h .le 72 9 80 0< 92 100 1 1&-- 1. 1 Ifo 120 124 129" 7 120 1 140 1 1N •90.130 ,9©•130 ,90.130 1#9W43D ,901.130 I+90.137 .130 -"-1. ♦90.1 •90.130. .i .90./31 I,90-120 •90.130 +804 ,Wry- •1 -,900.130 +f1N-130 .120 .ID' .90.133. 0.]0 ,90.1 •72D .90.13D ,"430 ,90.130 ♦ -1 •90.130 •1 .130 •90.1 •17D '+90.73] ,90.170 ,B0.IJ0 -1 •901.130 130 .90• .1 • .170 ,90.130 4901.1 ,90.130 ,90-1 +90.1]0 .9ry•133 .120 .90-1 .t3D •30 ,W.130 •1.70 PRODUCT RGVISED 08 130 ,90.130 ..%q i36 .130 +".40 .3D- ,90-131 , -1 •b ,Oe .90.136 �8t9./3o .90.1 eM0,M- +90.f •130 � ODUC REVIdg9jc{J0� •/3D .1 ,90.130 •90.170 .170 ,B0-130 w01.170 ,90.130 .,90.170 +90.130 +WI.170nuiMin30ode 30 .san «s6r.133 .1 29 •9v-139 d7s .eryn 6 .eDa25.e , a x +$van ae«pmmroN91B-09 Iq 2. -f +90.1 ,94'.130 .130 •130 .130 -t • .128.3. .177 •fi, ♦00-ii 1 1<7ab w •i .901.1 •130 .W0-130 .90170 «90.130 .1zA.5 .1190. ,•90.11 - ny- r8 .470 ,90.1 •1m x90.190- ,90.139 .90.30 • -1ffi +00.120.5.90.115.7 .M1w a5e1 t 48 .5 a3D ,90.136 ,907-730 .i .90-t +90•itHS 59. •90. .1 .90 ♦801.1 '.901.13] - . .0.179. 0.1 52 -13) .9va76 .126 .930 .ov.tsa ,Sea.n♦54 .1 _ NO HA E 30 •1 .90.1 8/42{1 a9D .90.1 4 - ,69.•1 � DATE:07 0- _6D ♦90-f36 ,90.1 +90.3V .130 ,90.130 2 .1 W-130 rya u - :13D _ 4 61.7/e .9a.M - . m a NOTES: 17 DUCK DIMENSION$SHOWN.FOR FLANOED WINDOWS,SUBTRACT,"FROMTHE TIP•TOMP DIMENSIGNTO DETERMINE THE SUCK DIMENSION, 2)FOR SIZES NOT SHOWN,ROUNDIZTOTHE NWAMLABLE SHORTORLONG DM MION, - c 3)FORARCHHTECTURAL WINDOWS,FIND THE 8MALLESTWINDOW SIZE IN THe TASLEAB0YE W1410H THE OVERALL DMENSIONS COMPLATELYFRNATHIN. •)THIS SHEET APPLIES ONLYTO FLANGE AND EQUN.4.E0 WINDOWS,00 NOT USE WITH FIN+ItA1ED WINDOWS, O� S 2 S LL C7 U X» d TABLE DIMENSION$MAYS. f gz mY 1-il78'NOM. OR N... TK3 ,OR I C OO � � Q o� 7116,LANIMIED GLASS STACK HORRONTALLY AS SHOWN. L01tO .-Z lit ,.. F v) O GLASS STACK . �� •CLASS TACKEb �• CLASS STACK SIDE 3 -.OBfY$0 INTERLAYER 31,8'TESLaEREO GLASS 3l18'HEAT STAENOTMENEO GLASS I'"'-LONG SIDE 7H6'HEAT -...- 7778'HEATSTRENOTHENEDGtAS3 T_ P O 111RXXU 311?HEAT STRENOTHENED GLASS. STRENGTHENED GLASSTHS"AIR SPACE�. .._--.00D•9OINTFJUAYER SHORT 1 1 310E N HORT USMATCURVED A 'T �L B " _._..1. -�---- SBwE 7 � I FRAMEMEMBERSONLY 2$ USEOATCURVED u6®11.7/8.O,C.MAX. We, FRAME MEMBERSONLY 2gpzf 7 'OIASSBITE �tU7/8.00.FMX _ASSSITS RQ1y N1.3 (---LONOSIDE-^.j U. ZD 13 a C22 21 - 18 SHORT y SIOE P LONG 11111ii IillJJ/ GLASS TYPE 8GLASS TYPE 8Z. Y SIDE fY r- N9.ti8765 •.3f SHORT �, -•}7 VL _ SIDE A.U.SM9LERP,E. P,EA55105 2XWOCORUCKSTRIP ST LATION INSTALLATION —�1 EDGE OR FRAMING,SEE ___. EMBEDMENT `I DISTANCE NoTE2,711ISENEET - TYPE Tomo INSTALLATION — EMBEDMENT 1X WOOD DUCKSTRIP, TYPE A ��^^'' �� �114,MAX BEE NOTE 7.THIS 6HELR --� l,�-•� EMBEDMENT r SHIM Typ,ANCHOR TYPE,EMBEDMENT AND EDGE PROCUCf REVL.'D EDGE DISTANCE PER SUBSTRATE, — DISTANCE pn. b��Wm°ibMe J 1 EDGE SEE TABLE B,THIS SHEET A� ,NE 15.0 .49 DISTANCE ,.'/ S ml' Due F11 .'MTA 1/4'MAXSHIM 1 B)v EoNCHOR TYPE, —"" <DMENTANDEDGE H N E IS SHNCE PER SUBSTRATE, -- C ATE:O 102175 SEE TABLE B,TMS SHEET ;� ' USED AT CURVED 17 EXTERIOR AL ,@ FRAME MEMBERS ONLY " •: ®11.7/8'O.C.MAX CONCAETEICN•U 4 VISIBLELIGHTWIDMI11 I V PERANCHOR REQUIREMENT YANDOW BUCK WIDTH•2d{' —WINDOWSUCKMOTH CONCRETE/CMU 07 Q Q WINDOW TIP-TO-TIP.WINDOW MOTH PER ANCHOR LO •.e BUCK EXTERIOR REOVIREMENT R ^ $� HEIGHT 1,3 114•MAX.SHLM .{ {— HORIZONTAL SECTION A-A ?A .� II A a. � Y111 -TIP -- t4i w VANDOW 012 STEEL J HEIGHT VISIBLE SELF-DRILLING SMS TABLE =µ d A LIGHT (GS).BEE TABLE 8. HE IGHT• THIS SHEET n'¢0p. .x '�' C1� XN 3 WINDOW A m' S10.V.1. DI.Iwa Min.ERJMem.m D wip O�z O 7 •A BUCK _ ..9aAMm •- 0-0 W tY ~111 m yO {D HEIOHT- Sm. + 2-SW INSTALLATION 012 or 01441088 S-W A3081.,1 Der• �� az METHOD D lam m o.9Tmh 6 0. e•+e Q.• v F INSTALLATION ANCHOR p,T. o-nMm •Obs _ W0' Ids' 13 UNDERNEATHTHfi A4Mnu.t TOm ' ' 12' z BEADWO TEW� 012.414SW16,—(05) 8 v0' 0.001'• /2' !_• F Btatl6 A SB' 5.14 V4'410 SS Cw'FI1 4CMU DTM0001 3.1NY 4 IY ,�,�J 21 MUMLDADEAPPROVED MULLION COMI01.(min,2.15 u0 1' 1dC tY �+ F (SEE SEPERATE NOAL ALUMINUM. CanrnU N.2.e k 1' 1dY Y V1 �O STEEL FRAMING OR STEEL STUD. CAncmG S . 2N7 1dS IY 2 SEE SUBSTRATE PROPERTIES, V4•Stwl Minton mm.y CMU BTM 2-Ur •I O LU QQQ TA BLE B,THIS SHEET ,o,nm a3u ASTM 2-1NY 1 4' 1Y (Y E OD II/4'MA%9HIM a b. 6. 1-LP 1.4• Y I1Si7 'r$i1 6'10'B1c.1 UUwon Ono CMU ASTM 1•L4' 12' MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE• LL �--TTT--- •r.N •w0.w } 1X WOOD SUCKSTRIP, SEE NOTE 2,7HIS SHEET CONCRETE PER �> >�N.••'0crrNSF•<<FT EMBEDMENT , ANCHOR INSTALLATION NOTES: P>: REQUIREAIENT 1•(t {( 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEOMENTAND FDGE DISTANCE LIMITS. _ No.55705 II ,f EDGE•1x. ••••• 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X',ARE BUCKS WHOSE TOTALTMCKNESS IS LESS THAN MFY.IX WOOD SUCI+S ANE 1� • INSTALLATION F^DISTANCE—• TYP.ANCHOR TYPE.EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLYTO SOLID CONCRETE WOOD BUCKS DEPICTED AS'2VARE 1-1/2'THICKOR GREATER. TYPES AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR A9 APPROVED DYAUTHORRY HAVING ?1•• 7Z�7 •( ` `0�•.• ST ITE Of SUBSTRATE.SEE TABLE S.THIS SHEET JURISDICTION. ;�(:S•.,FLOHIDR•'C��•� VERTICAL SECTION B•B &FORATTACHMENTTOUETAL-THE STRUCTURAL MEMBER SHALL BE OF A SIZE To PROVIDE FULL SUPPORT TO THE WINDOW FRAME. E,. CIF APPLIGABLE•LOWER DESIGN PRESSURC FHOM EITHER WINDOWOR MULLION NOA APPLIES TO WHOLE SYSTEM +ANI ALYNN MILLER P.E. P.¢.F ee70l i 2x W00DDUcxSTRP INSTALLATION INS7 LLATLQN EDGE OR FRAMING,SEE TYPE 0 TYPE F --EMBEDMENT DISTANCE' NOTE 2,THI8 SHEET IXVVQOPBUCKSTRIP 77-- - —EMSEONEN7 SEE NOTE 2,THIS SHEE7 77 fl INSTALLATION TYPE E � EMaEOMENT L 16HIM TYP.ANCHOR TYPE.EMBEDMENT AND EDOE EDOE D18TANCE PER SUBSTRATE: DISTANCE PHDIIULT HNVISBD SEE TABLE B,TH15 SHEET 4nPMYi^B Zvi OO FbIWe EDGE iin5d'aP CO. 7f- DISTANCE 1 AcapWn<c Nc 5 l ZG . 114'MAX -� ' 2 _ 2 SHIM ' .__ „ In j 4n Dale I PloduH TYRANCMORTYPE, _.-- _ _ •, EMBEDMENTANDEDGE y' NO CH G T ISS T 1t —DISTANCE PER SUBSTRATE, 11 - ATE:07/02J156EE TABLE B.THIS SKEET • '• ,• EMEPoOR ' USED AT CURVED--(2p URVED J, q Jl, 71 2)FRAME MEMBERS ONLY v I :0 ®11-7!8'0.0.MAX. CONCRETEICMU I VISIBLELIGHTWIDTH-2-314. –'—\/'ll' PERANCHOR m WIND BWBUOK IDTH XWUIREMENT I — mN00W BUCK WIDTH •' .'• CONCRETE/CMU WINDOW PERANCHOR SUCH HORIZONTAL SECTION C-C REOIIIREMENT o HEIGHT 1/4'MAK SHIM N12GISMS STEEL =2� r SELF•DRlLIN08MS - VISIBLE IDSL SEE TABLE D. 'O2 . d LIGHT THIS SHEET TABLE e: 2SIWD HEIGHT= Alrohor SuS,UM, Mln B, Mb.Eme,dmeM MM O.C. mNDOW pI11Me co.hv IU ZZ O'r' oN BUCK - P.. m a e -. o Y CO HEIGHT- A! e06}ia mH. B' I. C O Y p 2414' INSTALLATION n2 orNM 4tB es Bcl.w o z a z A70 L„ wa• o.oe]•• 1r � o TYPE - alae!slw D,SSmh a o. o,• 1r F z LL P,T.BOUbm Ptnr aG* M10• 1-L9' -12- 0.003-- 2- O EXTERIOR 012m0I43IWS—(S3). um SOB} mn. Y' 0.00]•' SIw 0. tr N µH1 uel ow.0/.]]mh 3/' •aMs•toW V wN4 TMC40 7.1 t-Y 12' FQ• MWA•DADE APPROVED MULLION V4.41085 CMOt- Z 2 21 IEEE 6EPERATE NOA),AUIMINUM, (mlA a]e t;e 1' 14W 1T 3 STEEL FRAMING OR STEEL STUD. CAnorvb .2BSY 1' I-wr 1T B con:Me h2a7UB -IIT 1.114' IT SEE SUBLE B.TEPROPERTIES. VP BUeI MVYan u nfN C 9714 C9D •IT 1.4- 1 TABLE B,THIS SHEET D,eM,d Mu 000 2.1 1y4- 3,15"1 y4• f .6 .-•1/4'MAXBHIM ComMe m J.e ul I•V4 a 1 s z aI1B'Blwl W,<on Nd CM AS 2.1IT 4 IT 2ri5 CJ (Ll, 'MIN.OF THREADS DEYOND THE METAL SUBSTRATE W - _ ont•alao•,v 1X WOOD UUCKSTRIP, SEE NOTE 2,THIS SHEET . CONCRETE PER �`�1�j1•• LAL'ENSF:`(F9 i EMBEDMENT ANCHOR IN STAILATIONNOTES; tt •• '. .' REOUIREMENT ND.$OYD9 •'-T} • , I.USE ONLY ANCHORS LISTED ON THI6 SHEET.FOLLOW EMEEO,MENTAND EDGE DISTANCE UMITS. _ INSTALLATION — 2 WOOD BUCKS DEPICTED ON THIS SHEET AS'IX',ARE BuCK8yMOSETOTALTHICIWEBSISLESSTRN 1nm.1xW00DBUCNSARE -p TYPEF I EDW ,TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRET.WOOD BUCKS DEPICTED ASRX'ARE1-IMTMILy(OR GRFJITER ()�.• ST T /: tF--DISTANCE- AND EDGE DISTANCE PER INSTALLA71ON TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HANN0 LEO SUBSTRATE,SEE TABLE%T"SHEET JURISDICTION. VERTICAL SECTION D-D 3.FORATTAC4MENTTOMETAL.THE STRUCTURAL MEMBER SHALL BEOFASIZE TOPROVIDEFULLSUPPORTTOTHE WWDOWFRAMS iUNALF;t1'` 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WNDOW OR MULLKIN NOA APPLIES TO WHOLE SYSTEM. A.LYTIN M4LER P4 PF.40410] TYP.ANMOH TYPE, 2X WOOD DUCKSTRIP /—OR FRAMINO,SEE� INSTALLATION EMBEOMENTAND EDGE \-+I fiMBEDMEM INSTA LA�TION '� SEET BLE 19SUBSTMTE, I NOTE 2,THIS SHEET TYPE J TYPE K BEE TABLE 10,7H!e SHEET --""'-- EDGE EDGE DIBTANCE OLSTANCE 114-MAX EDGE DISTANCE-+{ INSTALLATION — SHIM - TYPE 1 2X WOOD BUCKSTRIP PRODUCT RBVI6PA 2%YlDOP OUCKBTRIP OR FRAMIN0,9EE MI -- arAnINT7�w0AthoFMd4 OR FRAMING.SEE tl,dMNe Dada 1 NOTE 2,THIS SHEET NOTE THIS SHEET L1IY MA% TVP.ANCHOR TYPE,EMBEDMENT AND . O SHIM I- EDGE DISTANCE PER SUBSTRATE, --- 117 1 + I S. EEE TABLE 10,THIS DNEET 1 Al tYad•sL EMBEDMENT B EMBEDMENT O COATQ N TH0 1916 EET 11 �1 E% 28USEDATCVRVED FRAME MFAIBER9ONLV - ®11.7l8'O.G MAK � EXTERIOR WINDOW 4 11 I- V L� �_----� b SD.� V aa N3O 'a H VISIBLE UOK WIDTH HEIGHT OA WBUCK WIDTH•2a4' 1/4'MA%.SHIM WINDOWBLICKWDTH a� VISIBLE INSTALLATION HORIZONTAL SECTION E-E _ Z 14 Ed _ _ ° d LIGHTTYPE L x tu N Q HEIGHT, U U pX— d WINDOW µ�µII m O 0 oxN BUCK tli0 STEEL ^y O sa HEIGHT- _ SELF•DRI#10 2.3M' (05).SEE TABLE S BLE ft. Z O THIS SHEET TAv O 9ublkau - Min. go Max.O.C. Mahof DIM— B In F• .2.117:. ox 01P.T.UNWOM M 9W0. -8118` b' N IOi� —- 2.2"x.1 1'lklnmon Nail P.T.S. -Fine IS0.0.65 2 O Ml 2.112 x.14 R4oll I P..9wIAom PInA GeO.5 � 318' 6' � � ,� tL 21 P.T.BMhem Pena 500.65 112' b' B 2X WOOD BUCKSTRIP M�RIO,{I 0.09;f'A Mn 608}76 m1n:' b/1B'. 6` a° OR FRAMING,SEE 01011•Stow BCIPA' 1/16'A3081Cl1 &18' ' NOTE 2, THIS SHEET - 0.045.18 Oe 91x1 Btud Gr. 6118' 6' , 6 �1/4'MAXSHIM MIMIFDAOE APPROVED MULLION (SEE SEPERATE NOA),ALUMINUM 'MIN,OF3THREADS BEYOND THE METAL SUBSTMTE. 2 _ STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, ana' a.wa INSTALLATION _ TABLE 10,THISSHEET _ --r v`11N11i1I)"" N� _-� _ C� EDGE DISTANCE ``,.1�polY LYNN gq((q,J i1P.ANCHORTYPE,EMBEDME.NT i'• No.68705 '•)r I'USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. EMBEDMENT AND EDGE DI SEE TABLE � .-�� SUBSTRATE,SEE TABLE IO,THIS SHEET 2. BUCKS CAN EINSTALLED TDI ECTLY TO SARE OLIDCKCRETE.TOTALUCKS E591SLESS TWW I.12.1r OOOTHICK UCKSARE -Z). 1 IN TALLATI NTO HE SUSTRATWOOD BUM SOLID ENGINEERED BY HERS DE PIC TED 0.52%'ARE BY AUTHORITY HOROREATER. ��•, Z S- x^ INSTALLATION TO THE SUBSTRATE OF WIXIDBUCKS TO BE ENGINEERED BY ODIER60R AS APPROVED BY AUTHORITY MVOIG '()•, .STM1TL OF VERTICAL SECTION F-F JURISDICTION. 3.FOR ATTACHMENT TO METAL'THE STRUCTURAL MEMBERSHALL BE OFA SIZE TO PROVIDE FULL SUPPORT TO THEWINDOW FRAME '�,S�UNAL E'��•°� 11111111111'' 4.IFAPPL(CABLE•LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIESTO WHOLE SYSTEM. A.LYNN MN ER PE. P.EJ55TG5 2x WOOD BUCKSTRIP EQOE ORFRAMINO.SEE INSTALLATION TYPEM EMBEDMENT DISTAN NOTE2,THISSHEET INSTALLATION INSTALLATION TYPE M� _ FOR mis lNBTALLAnoN TYPE _ —►}- EMBEDMENT ANCHODONLY, NO 'FOR THIS INSTALLATION "��----�� -+1I I. 1fd•� MORET ANWO.. METHOD ONLY, C� EMBEDMENT I SHIN I*MORE THAN 6'0.0. ' ANCHORS MAY DE NO � O Ix WOOD BUCKSTRIP,SEE PRODUCfRRVISPD •MORETHANS'D.G — D(LY000 BUCKSTRIP NOTE 2,THISSHE07 nwmplyla6xi6taW FIpN4 r OR FRAABNO.SEE D,dI41e6Lbde NOTE R,THIS SHEET AK°PiOnn N. I S• ('l �U4•MA% TYP.ANCHOR TYPE,EMBEDMENT AND n'Ipd° ) --�/ SHIM -'-' EDGE DISTANCE PER SUBSTRATE, By 4 TYPv.ANCHOR TYPE, B SEETABLE1t,THISSHEET bt' uc10oo401 EMSEDM1ENTANDEDOE NO CH QE S E DISTANCE PER SUBSTRATE, 71 d. SEE TABLE 11,THIS SHEET 3 O "'"^7- b DTE:MUM— USED AT WAVED EDGE _ f EXTERIOR 29 FRAMfi NFMBERS ONLY DISTANCE '- _-_ -_-_-- Epoe _ ®if•T!8'O.C.MAX DISTANCE CONCRETEMMU t1 ---- -- PERANCHOR WINDOW REQUIREMENT q -� -- PPEERCANCHOR tll a BUCK �__ VISISLEUGHTWTOTH- 6 REQUIREMENT 2 HEI ONT 114-MAXSHIM- �+- WWDOW DUCK WIDTH-2,V4' WINOOWBUCKW67TH EXTERIOR- }� O n nsleLE HORIZONTAL SECTION G-G o�+ z LIGHT INSTALLATION TYPE O - - - z va t'ri ll6, w HEIGHT- 'FOR THIS INSTALLATION U�IUI L1 x N 0 WINDOW YETHOD ONLY, TABLE 11: r Z 60 BUCK ANCHORS MAYBENO NL Mut.O.C, HEIGHT• (♦MORE THAN r O.C. D41e- S A.). fiwetnts. W.E.W-14 c p $ ZD c 2.yq P.T. WIIWm Pine sO.0.65 yC 6 Z 0.2 .. F IL 1+2STEFL I12e,0144106SBow IRd 610.1 M • O SELF-DARLING SMS Aw,a', afw aa6r• 6' 0 (G6),SEE TABLE 10, Slee 81 W a 9 rtdn. .916" O.D/6.16 W• 6' TNI88HEET P.T.BWOWm PIn W0.67 9016' I-No' 6, y Iaaes NumltMm,8063•TS min. & 000]•• S Z 012 on14 Steel S-W(GS) O 7Lse SIGN e• omr• 6' 21 TYP.MCHORTYPE, EXTERIOR bleel6 b.37 min. LB' '0.046'+BW 6' 0 Q S EMSEDMENTAND EDGE - if4'giD SS CAHFNi U Vied CM TMC00 2-117 1.101' 1 'z DISTANCE PER SUBSTRATE, C46cMe BONE 9.36 Yd 1' 1•]'C 17 a SEE TABLE It,THIS SHEET m1n 99m 2.05 NO i' 1.911' 1Y rO � S - MIAMI-RADE APPROVED MULLION C-.I.m14.2.66 YM 2-1IT 1alC 17 ;5. 0 1!4'MAxSHIM (SEE SEPERATENOA),ALUMINUM. 114-Steel lBnc4R t) 45 CMU STEEL FRAMING OR STEEL STUD. mued CM ASSTMm 2S 2-717 1.101• 17 SEE SUBSTRATE PROPERTIES. GroN2172' _ TABLEII,THISSHEET Bois'steel La— TYPE Vecm C '3.6Ye1 •1f1' +.Y4' 17 - apu'aua.cw INSTALLATION Tiwtea cAl ASTM 2vr +a• +r /'- Ix WOOD BUCKSTRIP, •MIN.OF 3 THREADS BEYOND THEMETALSUBSTRATE. M+\+Ii1 1lllll TYPEN �� SEE NOTE 2,THIS SHEET `\�,SNENY LYNN AI/�17�� • CL'A'Q INSTALLATION NOTES: 011.;' U �: G(•-•` EMBEDYFHT TT, "Y t 1.USE OKLYANCHORS LISTED ON THIS SHEET.FOLLOW EMSEDMENTAND EDGE DISTANCE LIMITS. No.u'OTG6 , '•' •' 2WT10D BUCKS DEPICTED ON THIS SHEET AS-UF.ARE SUCKS WHOSE TOTALTIICNNESS I8 LESS THAN I.IM.+xWOOD BUCKS ME 'U EDGE INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY 'C( OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO fiOL10 CONCRETE.WOOD BVOGS DEPICTED AS-W ARE I.1/1'TIICK OR GREATER. �0 ,iRlt` �f RITY HAVING. �,� SYYYAAATTT ryF --I DISTANCE JURISDICTION. VERTICAL SECTION H-H 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OFASIZE TOPROVIDE FULL SUPPORT TOTHE WINDOWFTUME. iJU/A(;I`�`.''` 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAMPLIE6 TO WHOLE SYSTEM. A LYNN MILLER.P.E. P.E166703 ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FLANGE B EQUAL-LEG FRAMES fOR FIN FRAMES FRODIICr REVISED m oavryn 7kIF aHN the FgldA ea0im8Cam AR��mNal5 2G ANGLEDILURYED MIGLEOfCURVEO Dab '1019 FRAME ASSEMBLY FRAME ASSEMBLY BY -BO•CORNER BO'CORNER Mmn aprodKICon I' FRAMEASSEMBLY FRAME ASSEMBLY NO CDATE: 702/5 EET I 10 I ( to i / a "C .To � ) ALL CORNERS TO USE GARRET I / USE GASKET I G AND/OR SF11ANf / ANWOR SEALANT / I / Q EOUALLEO FRAME d 2 10: a+N / a . FLANGE FRAME p `O. LIP / OKi 6 EQUAL-LEO FRAME MITERED FRAME WITH INTERIOR MITERED FRAME WITH INTERIOR >.A v alae d AND EXTERIOR FRAME WELDS I AND EXTERIOR FRAME WELOB O p� lY O FLANGE FRAME (BROWN)OR CORNER KEYSAT (SHOWN)ORCORNERKEYSAT J -N Q Z ra SCREW BOSSES.SEAIANTATALL CORNERS SCREW BOSSES.BEALANTATALL CORNERS gD�F'(L E$ 7 UUCS XON p IU 'N na0 n C; O K o z.7ea•— — IU 2.784•—.•I 2.rer--�I z d z p Og4•--.•IIS- 084•.-`!Ir- I F7. 'JIf I0 TABLE12: 074'074' 092' 074'— +f OST ' I OST Rem 7.775 1 1.773'1 �j taws # POT Pert# DeFalWon- Materiel t.er5 J1- y� G��r=� .® V) 1 42WC Flmgxd Frxma A4m 6083Tfi t.ppp•.L 'G� _jL6o{o•u A75 47S' -f 3 Q {D 2 4285 Equal-log Frame Akan.6083T6 soo• r��'O30"a"a I r-+��.0w.- r �+{�f-.050"0°0 OQ j tL 3. 4256 tnlwW Rn Frema - Alum.608376 FLANGE FRAME EQUAL-LEG FRAME- -t,i25 .077• 4 4265 7118'LAmL Qua limeg Arm 60133.76 O 04263C.6063-T6 O #4285,8083.75 �--• 0qq L3 5 4260 LCL Glass BOxdng Ahxn 8053T5 O PIN FRAME p O .4270 Inxe04e0n Fastener Carer Alum.608375 #4256,6063.T5 m Be 4224- HetxBelica Fastener Corer ftd PVC �r•>•b aa.,. 10 70SM' Gasket(at SO•come pine) PoiTehyleno �_-•{ .870• .346' t.D3r 11 TP24718 Vinyl SWbWasIke4lAp Fla PVC,Dim SS./-1 I, 13 Dow 08 g,GE 7708 SHIcorn a EquM .firs^�I .876• fl'� y�.rpt\r'•UCENSF'•.�F,P�� 20. 71652K Seting Bl0ck,Mas.3/18•x 7/18'x 4' Neoprene.Dim.85 H•1 •I-_ - ISD '[�,�ur1O-.D6p• _ N0.50)05 >� 21 71704AK Sel0ng Block,I.G.3110'x 1432'x 4" NOOpme,Duro.55+1-0 7/18"LAMA I.G.GLASS INSTALLATION u _- 22 WRAK718 7I1G Qm84rl 6pxea FASTENER COVER 28 - 98 x 1414'FH SMS SeWeex Steel O GLASS BEADING O BEADING Ba #4270,8083-T6 srniE I, #4265,8083 T6 #4254,6083T6 t '•.!2c,lt,Dn.,,:'�� 30 761POK 08k 1"Qwd PH SMS Slekyeee St al fill", Ac,,C,'••. A LYNN MILLER P.E. PEA 48Tfd MIAMI-DARE MIAMI-DARE COUNTY WN PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)3I5-2590, F(786)315-2599 NOTICE OF ACCEPTANCE NOA www.miamidade.eov/economy 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 construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product.Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ (in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acc 1 oe,-if-itis.determined by Miami=-Dade County Product Control Section that this product orwate to fair 1 'tis to meet the requirements of the applicable building code. This product is appr��'�d as :desc ' tn, and.has been designed to comply ith the Florida Building Code, including t VHighVelcity Hurricane Zone.- DESCRIPTI Series"SH-700"Aluminum Single Hung Window-L.M.I. APPROVAL OCUMMNT: Drawing No.4040-20,titled"Alum. Single Hung 'ndow, Impact",sheets 1 through 11 of 11, dated 09/01/05, with revis' 1ti-dated-05A-21 , r-epa �y manufacturer, signed and sealed by Anthony Lynt't m lle wring-the-Miami=D�i�o�uct-Eo�ol Revision stamp with the Notice of Accepta?nit t�rfiber and expiration date by the Miami-Dade County Product Control.Section. MISSILE IMPACTTING: Large and Small Missile Impact Resistant.. LABELING: Each shall bear a permanent label with the manufacturer's na or logo, city, state, model/series, and follower statement: "Miami-Dade County Product Control roved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has.been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA, ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. -INSPECTION: A copy.of this entire NOA shall .be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#11-1013.14 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0519.08 MIAMI•DADE COUNTY r� l G Expiration D. March 26,2021 1 J Approval Da te: July 09 2015 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NDA 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 E dated 05/12/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS L Test reports on: 1)Air Infiltration Test,per FBC;TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 ..4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94- 6) 03-946)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 Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, elated 10103/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted underprevious NOA No.07-0322.06) 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 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 FTL-5063, dated 10/03/06 and 11/21/06, both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No.07 0322.06) 3. 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 fm frame,prepared by Fenestration Testing Laboratory,Inc., Test Report No.FTL-4645, dated 08/11/05,signed and sealed by Edmundo Largaespada, P.E. (Submitter)under NDA No. 07-0322.06) 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 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 under NOA No. 054018.01) Manuel NdFeT,P.E. Product ContrEx iner NOA No. -0519.08 Expiration Date: March 26,2021 Approval Date: July 09 2015 E-1 PGT Industries - NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 5. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202=94 ..4),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. window,with fin frame,prepared by Fenestration.Testing Laboratory,Inc.,Test Reports No. FTL-4947 and FTL-4650, dated 08/11/05,both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No.05-1018.01): .6 . .Test reports on:.l)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 installationdiagram 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) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5111 Edition(2014);dated 05/12/15,.prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. . 2.- Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER).. 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 Butacite@ PVB Glass Interlayer"dated 04/25/15,expiring on 12/1.1/16. Manuela ere P.E. Product Contof Exa iner NOA No: S. 19.08 Expiration Date: March 26,2021 Approval Date: July G92015 E-2 PGT Industries NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h.Edition.(2014), dated May 16,2015,issued by manufacturer,signed and sealed by A.Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. 3.. Laboratory compliance letter.for Test Reports No.FTL-4957,FTL-4958 and'FTL- 5663,issued by Fenestration Testing Laboratory,Inc., dated 10/03/06,signed and sealed by Edmundo 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. 05-1018.0X) G. OTHERS 1. Notice of Acceptance No. 11-1013.14,issued to PGT Industries for their.Series "SH-700"Aluminum Single Hung Window-L.M.I.,approved on 11/03/11 and expiring on 03/26/16. Manuel P.E. Product Contr 1 Exa liner NOA No. 9.68 Expiration Date: March 26,2021 Approval Date: July 09 2015 E-3 GENERAL NOTES:IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) A 686-LAMI CONSISTING OF(2)UTES OF 118'ANNEALED GLASS WITH A AW XURARAY BUTACITE h8(BY KURARAYAMERICA,INC.) OR.090'SAFLEX PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) B.6ti8'LAMI CONSISTING OF(1)LITE OF 118'ANNEALED GLASS AND(1)LITE OF 118'HEAT STRENGTHENED GLASS WITH A .090'KURARAY BUTACITE°PVB(BY KURARAY AMERICA,INC,)OR.090'SAFLEX`PNB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) C.61IS'LAMI CONSISTING Op(2)UTES OF 118"HEAT STRENGTHENED GLASS WITH A .080'KURARAY BLlTACTE'PYB(BY KURARAY AMERICA,INC.)OR X90"SAFLEX SVS INTERLAYER(BY EASTMAN CHEMICAL COMPANY) D.7116'LAMI CONSISTING OF(2)UTES OF 3118'ANNEALED GLASS WITH A,090'KURARAY BUTACITE PVB(BY KURARAY AMERIC0.INC.) OR X90'SAFLEX°PVD INTERLAYER(BY EASTMAN CHEMICAL COMPANY) E.7110'LAMI CONSISTING OF(1)LITE OF 3116'ANNEALED GLASS AND(1)LITE OF 316'HEAT STRENGTHENED GLASS WITH A .D90'LAM YBUTACITE°PVB(BYKURARAYAMERIC0.INC,)OR.080'SAFLFJC9VBINTERLAYER(BY EASTMAN CHEMICAL COMPANY) NOA DRAWING MAP F.Ttt6'LAfiiJ CONSISTING 4F(2)UTE80f 3t16'HEAT STRENGTHENED GLASS WITH A X90'KURARAY BUTACITE PV8(BY KURARAY AMERICA,INC.) SHEET OR SAFLEX°PVB INTERLAYER(8V EASTMAN CHEMICAL COMPANY) GENERAL.NOTES_.....,,„...1 G.1311_L'I IG;(1)L17E OF tA1'TEMPERED GLASS,AN AIR SPACE AND 6118'LAM0.S CONSISTING OF(2)LITES OF IIW ANNEALED GLASS WITH A GENE i NOTES 090'KURARAY BUTACTER'VB(SY KLIRARAYAMERtCA iN0)OR.WV SAFLEX PW INTERLAYER(BY EASTMAN CHEMICAL COMPANY) DESIGN PRESSURES..„,,..3 H,13116'UMI IG:(1)LRE OF 1I8'TEMPERED GLASS,AN AIR SPACE AND S1IS'LAW CONSISTING OF.(1)LTTE OF 118'ANNEALED GLASS AND(1)LITE ELEVATIONS.._,........_...,4 OF 178'HEAT GTIHENED GLASS WTHA.090'XtIRARAY BUTACITE"(BY KURARAY AMERICt4 INC.) VERT.SECTIONS._.._,._5 OR,090•SAFLEX BINTERLAYER(BY EAST[MN CHEMICAL COMPANY) VERRSECTI NS.............6 1.13118'IAMI IG:(1)UTE OF IIB'TEMPER GLASS,AN AIR SPACE AND 511W LAMI CONST$TING OF(2)LITE$OF 118'HEAT STRENGTHENED CLASS PARTS UST..:.... (BY KtiR792AY AME RICA,INC.)OR.090'SAFLEX INTERLAYER EASTMAN CHEMICAL COMPANY) ""••^""'•• WITH 0.0130'KURARAY BLITACRE PV8 e J.13110'LAMI 10:(1)LRE OF 118"TEMPERED GLASS,AN AIR SPACE AND 7116'LAMI CONSISTING OF(2)UTES OF 3116'ANNEALED GLASS WITH A EXTRUSIONS:.........._.,„...7 .09D'KURARAY BUTACTE PVB(BY KURARAYAMERtCA,LNC.)OR.080'SAFLEX lP,a INTERLAYER(BY EASTMPN CHEMICAL COMPANY) CORNER DETAIL___........7 K.13/18'LAM[tG:(1)LITE OF 118'TEMPERED GLASS,AN AIR SPACE AND 7110p'LAMI CONSISTING OF(1)LITE OF 3%6'ANNEALED GLASS AND(1)UTE ANCHORAGE...............8.11 OF 3115'HEAT STRENGTHENED GLASS WITH A.090'KURARAY SUTACITE YVB(BY KURARAY AMERICA,INC.) OR-OW SAFLEX°PV8INTERLAYER(BY EASTMAN CHEMICAL COMPANY) L 13118'LAMI IG:(1)LITE OF 110'TTEEM_PED GLASS,AN AIRSPACE AND 711V LAMI CONSISTING OF(2)LITES OF 3N6'HEAT STRENGTHENED GLASS WITH A.090'KURARAY BUTACLTE° (BY KURARAY AMERICA INC.)OR 490'SAFLEX PV8 INTERLAYER(BY EASTMAN CHEMICAL COMPANY) M.13MB'LAMI IG:(1)LITE OF UWANNEALED GLASS.AN AIR SPACE AND 6116'LAMI CONSISTING OF(2)UTES OF US-ANNEALED GLASS WITH A .090'KUAARAY BLrTACITE PVB(BY KURARAY AMERICA,INC,)OR,090'SAFLEX YyVC INTERLAYER(BY EASTMAN CHEMICAL COMPANY) 2.CONFIGURATIONS:'OX'(1H,VIEW AND RADIUS TOP,ALL W/LOW OR HIGH SILL OPTION) 3.DESIGN PRESSURES:(SEE TABLES,SHEETS 3) A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND CLASS TABLES ASTM E 1300. ®B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 13M. 4.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT PEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. S.SHUTTERS ARE NOT REQUIRED, PROOUCf Romwm+�WrN&wenua ilwi44 Bu1143°9 C.* 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. AcC<pims°Hp 'O 4.082) IN tntbn DUe 7.REFERENCES:TEST REPORTS FTL-0645,FTG4846,FTL-4647,FTLAM,FTL-4649,FTL-46S0,FTL•4651,FTL4723,FTL4957.FTL4958 AND FTL-5003. By ® ANSVAF&PA NDS FOR WOOD CONSTRUCTION Yrodw4 Co. ALUMINUM DESIGN MANUAL B.SERIESIMODEL DESIGNATION SH700,ALSO REFERRED TO AS SH701.. µ11 I 1 I 1 N �9 THIS PRODUCT HURRICANE N S BEEN .DESIGNED&TESTED TO COMPLY WITH THE.REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY ;'V*i,VhN,.,.,,,;11tFp '�,•JGfN3E ''...k ®10.FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT,ONLY GLAZING OPTIONS WITH TEMPERED CAPS(G-L)ARE ALLOWED. 6 5705 Nu. 2 � S L" &72!15 E STHED1710.9 14 FBCUPDATE s}Te°� :'•_ 1o:otE4xNOLOOT ORrvE GENERAL NOTES ;O,;• cL°P=o`/'ai' Jl. !007//1 0 2010FBOUPDATE N.YENICE.M1.Nii6 �. Jrt 049r7/f O MWWOCAPGLASSTYPETOTSRPEREDFROMHS °.°.BOKi5B ALUM.SINGLENUNGWINDO ,,IMPACT '''ri."IONR�;==' s,:- NOKCWS.FL=7+ IZ166 B.cmr "'"""c °Yi ""'°"' 'A LJNNMILI.�R,P.E. F.K R'LAs J1 ?123,47 mrrm NTS 1 .1f 4040.20 E FL PX3158705 LAMI OUTBOARD LITES MAY BE UPGRADED TO Wid"WTH NO CHANGE lilt A –JLc=X-j1 IN DESIGN PRESSURE. 41 1/2*NM WNW. GLASS SITE GLASS BITE -T <nEXTERIOR INTERIOR (ALL SECTIONS) • KURARAY BUTACITIE' PV131NTERLAYER LepV,or INTERLAYER BY EASTMAN CHEMICAL COMPANY� 70 70 ANNEALED OR HEAT STRENGTHENED GLASSMWANNEALED OR HEAT STRENGTHENED GLASS 00 PVB INTERLAYER _L _jt.09 0pVSiNTERLAYER UW ANNEALED OR HEAT STRENGTHENED GLASS 3116*ANNEALED OR HEAT STRENGTHENED GLASS 7116'LAMINATED LAMINATED GLASS 7116"LAMINATED GLASS till 48 GilASS 13 BREW NW 46 GLASS SITE 38 3B h -T 0.,kdd. eaaamecaaa 70 70 DY ji— WQI� I18'ANNFAUEO OR HEATSTRENGTHENED GLASS VIVANNEALED ORREAT STRENGTHENED GLASS L 090 PVI3 INTERLAYER M PVBINTERLAYER 118'ANNEALED OR HEAT STRENGTHENED GLASS 3/16*ANNEALED OR HEAT STRENGTHENED GLASS 5116•LAMINATED 7118"LAMINATED AIR SPACE ARS PAC IV ANNEALED OR TEMPERED GLASS I/118•TEMPERED GLASS - 1 'P 4�113jlw NOR 13/IvNOm. N..bulo, %* 13!16"LAMI IG GLASS W/6/16'LAM) 13116"LAMI IG GLASS W/7/16"LAMI SIIE F/5� Lu Wims E- RE14=01RERLAVERMAWFAOMER o— Lz. tma Way Rr/aI DErAJLs GWIIVGFLoatoA P.OL im I L N IL JR. GO'fff jrCnWwGWrAPGLAs8rrpETomwwmFmwHs ALUM.SING1 IMPACT mt r_v , I I- P.E. WA, RK w1w r7allswy 1 17TO FL P.E.0 58705 111-FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 1. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 83" -88" I 60" 1 70' 1 72" 74" T8" MEETING RAIL 48" A.%M +60.0 -8D.0 +80.0 -60.0 +80.0 -80.0 +SD.o 70.0 +BOA -80.0 +80.0 •60.0 +800 70.0 HT, -` SO' A,B,M +00,0 •80.0 +BOA -80.0 +80.0 40.0 +80.0 4D.0 +80,0 -80.0 a60.0 •80.0 +79.0 -79.0 .X. 62' A,B,M 480.0 -BDA 180.0 -80.0 +80.0 74.0 +84.4 70.0 s7&8 -78.8 +77.3 77.3 +76.8 -75.9 63 UB" A,B,M _ +80.0 40.p x80,0 -80.0 +79.8 -79.8 +782 -78.2 +76,9 -78.8 +78.4 -75.4 +7-0.D -74,0 UP TO 63 U8" C,D,E,F.G,H,LJ,K,L +80.0 70.0 +80.0 -84.0 +80.0 747 +8D.0 -80.0 +BO.Q 70.0 +80.0 •80.0 +80.0 40.4 STANDARD VIEW 3 RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W1 HIGH SILL OPTION TABLE 2. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT O" WIDTH GLASS TYPE 30 318" 44• 60 618" I 03" I 7T I 74' 76" MEETING RAIL 48' A,B,M +80.0 70,0 '+80.0 70.0 180.4 -80.0 +SD.O -86.0 �+70.0 --70.0 +tOA -74.0 +70.0 -70.0 60" A,B,M - +8S.0 70.0 +00.0 70.0 +80.0 70.0 +79.9 -78.0 +70,0 -70.0 +70.0 -70.0 +TO.p •70.0 H 62" -A,B,M +OD,D 70.0 +80.0 707 +OD.O 40.8 +76.9 78,8 +70,0 70.0 +6S.B •68.8 +67.9 '77.8 63118• A,B,M +80.0 40.0 +80.0 aII0 +80.0 40.0 +75.0 -75.0 +88.0 -78.0 +68.7 78.7 +86.6' •85,6 UP7083118" C,O,E,F,G,H,LJ,K,L +80-0 70,0 +8MO 1 70.0 1+80.0 .70.0 +70,6 -700 1+70.0 -70.0 +1DO 70,0 CUSTOM VIEWd RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION. TABLE 3. � BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS w HT WINDOW HEIGHT MINUS SASH HEIGHT(MAX.WINDOW HT,W/SASH-76'FLANGED AND 76'INTEGRAL FIN) MINUS WIDTH GLASSTYPE 171!8" 2211118" ?731169' 3354" 39N16' "4411116" 60 Sib" 6676118" .Q. SASH 631/8" D,E,F,J,K,L a80.0 40.0 +80,0 70,0 +80.0 40.0 +BO.D 707 +70.0 -70.0 '+TOA 70.0 +707 -70,0 +70.0 -70.0 HT- MEETING RAIL GLASS TYPES: TEST REPORTS TABLE 4. XIi A-5118'LAMI-1t8"A,.090.1J8'A FT1,4647.4648,4723,4457 0.5118"LAMI.118A,.090118'HS FTL4847 4010 C.511V LAMI-(US'HS..O9D,118'HS) FTL4%7,4S4B D.7/16'LAMI-3119"A,.000 3116"A FTLAS45,4885 E.7118'(AMI-(31IWA,.090,3tlfrHS) FTL-4645 PRODUCTREVt" F.7/18'LAMI.3118"HS,.O9o,3/19'HS FTL-4645 ._plylgg jiftm�dd. 9ulldh,gC 4 G.1311V LAMI 113-118'7,AIR SPACE.5/18'LAM[ !18'7,.686,118°7 Flt-4848,4723 Actaptaaca D%No v+ti 2D2J H.13116'LAMI IG-118•T,AIRSPACE,6/19'LAMI 1/8 A,.09O,1IO'HS FTL484B By 1 L 7318'LAM11G-U9'-T,AIR SPACE,S/t6'LAMI 1A-H$,.D9C,1/8-HS FTL4046 a Pin J.13116•LAMI IG-118"L AIR SPACE,7116"LAMI (3/1 O A..090.3/.16.7) FTL-4648,4650 K.1316'LAMI IS-116"T,AIR SPACE,7118•LAM[-(3118"A,.090,31(rHS) FT1,4849,4950,4958 L 1316'LAMI IG-U8'T,AtR SPACE,7/18'LAMI-W19'HS,A90,3/16"HS F71.4649,4850 ttllllulrl M.13116-UMI IG-1IB•A AIR SPACE,S/i8'LAMI-(IM-A,.090,118'7 F7L-5063 NOTES-I.WINDOWS WITH THE LOWSiLL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+84A PSF OR LOWER AS SHOWN IN THE TABLES.NEGATIVEDESION .` 4y:' '•,Yt PRESSURES ARE UNEFFECTED, �:;' Nc 88705 L 2.FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1'FROM THE FLANGED TIP-TO•TIP FRAME DIMENSIONS. /� �• = 3.AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 518'MINIMUM 7438'MAXIMUM. (t 4.GLASS TYPES C.G,H,AND I MAY BE USED IN SASH ONLYAT Q �= L.AL 57#21/5 E Aons45HGLASS OPITMFORCL>OMVIENWINVOINS 10ro1ecw,cnDgroarv� DESIGN PRESSURES J.L 1677!!7 D NOG44tKES TMS8NE6T KYEN'Lg"fl347td P T>r =1= ALUM.SINGLE HUNGWtNQUW IMPACT iri0Ihtl�tl1l}"�t�i, JA OWI/11 C L3NNQED CAP L4.ASS TYPE 70 lE4LPERED FROUHS Pn.g4X 15D. o✓+r ALYNII R{ILLGi.P.E. Fc alLO6' ,L.7- 7 NOweL9.rt>m+ Vi,ld¢Beaer sxrau NTS 3 a 1t 404428 E fL RE.058705 53118'MAX.FLANGED WIDTH 5211W MAX S.F.WIDTH 49518'MAXFIX D C OLD(ALL) D 76' 75' AX SEE DLO LF, A LF O A . IF. TABLE - / p._J HEI STABLE O HEIGHT STABLE O C HEI HT L / - 76" 76'1 AX. 76'. FLANGED FLANGED L FLANGED 38 116' HE HT �M1�� T - MEI SEE LE // MAX TSE X X1/1 SASH SEE DRO •••�, E SEE DLO X I S E ( "._.-____ HEI TABLE NO 4 TABLE N -4 . 481-MAX. -._.. _VENT OLD(AU)— _D_ETAIL B DETAIL C DETAIL A VIEW{STANDARD SASH) RADIUS TOP(STANDARD SASH, 1!t VERTICAL D YLGHT ! OPENING Tb'MAK I 75'MAX ( LF. LF. "FIXED ITE HEI HT E_j HEI HT LOW .HIGH SEE DLO I DETAB. SILL I SILL TACE � AL L . SEEB EO O Al 341!2" 34311$' LA MAK 76'MAX. 0 41518" 4771W FLANGED FLANGED C 41114- 497!$" NEI HiL HEI D 62 618" 52 11118" E 52114° 52 Sri$" SASH .,OOUCTREVLSEb SEE OL07A8LE X j I SASH 20' LOW HIGH 9u 11 ma gY N°iq EE TABLE X / SpSH Acapmrs Na! •O I HEIGHT HEIGHT DETAIL SILL SILL Itx JD21 ---._�- __ A34 11T 343116 g D 277118' 27118" h�lua si9WxY DETAIL D DETAIL E D 277115- 27116' D 16 318" 15 314" VIEW(CUSTOM SASH1 RADIUS TOP(CUSTOM SASH) E 163101, 15 314" n r I I1"yr TABLE 5. NOTES: o ........•'t wwww;l�:'•vGENs6•'•;FP��i 2'SEE GREET S FOR CORNER NDHVIEWS. ALS£CTX)N DE7ASLS. 2.SEE SHEET 7 FOR CORNER DETAIL VIEWS. _+1 N°.687; 3:SEESHEETS BTHROUGH 11 FOR ANCHORAGE INFORMATION. 7 i ❑ 4.SASH HEIGHTS FOR STANDARD SASH WINDOWS{DETAILS 8 6 CARE BASED ON ATHREE OVER TWO FORMAT. _ �.. Q. :: IJd NI7llC cE F E NO CH4NGE8 THIS SHEET L41i}DP � Z imm 'o Nol;mimrsmsviar r°romvEr .ts °sem P T nE.LEVATIONS '�`�ic��'S/O(�/1L�����• �x owrm P"a�NO CHANGESTNLssH££T P.aBOX ISM =='� ALUM.S1NC�tENt7NOW/NDOW IMPACT M°Xp,�LS,Hs vw*'unm wrrr o.+.�n A.LYNN MILLER,P.E. FIL .S1t+95 ,S,L FL PXX 58765 (-2.704-1 NOTE:MIN.(1)SWEEP LATCHAT VENT CENTERLfNE OR OPTIONAL BOTTOM LOCKS,(1)S`FROM EACH SIDE OF SASH. 26 27 NOTE:BALANCE PARTS USED 1 INSIDE INSIDE MA)L VENTDAYUGHT OPENING BASED ON SASH WEIGHT 31 8,10,11,15,16 MAX rues), ¢ z.7� uD � 7,80R17 _ DAYLIGHT 25 OPEMNO ' t - OUTSIDE. 25 1•---—MA%FUfED UTE OAYL GM70PENING —— MA3C.WIDTH SECTION A-A 6 aursmE _ INTEGRAL FIN(I.F.)FRAME SECTIONS _ INSIDE 23 47 50 MNL HEIGHT 21 I HIGH ( i OUTSIDE31 ML VENT I 48 � 48 DAYLIGHT HIGHSILL LOWSILL I HEAD JAMB OUTSIDE OPENING 66 2.710• IF.FRAME 9 ntdoucT tt4v{SED 28 53 II o�wo ooa;mmaRode. OUTSIDE 1 A<cyx.ueeNol 5y Gg 53 z.B4G 6 M oanaa 52 2='(LOW SILL) (HIGH SILL) 63 SEE NOTE ABOVE 54 64 013Y LY N Aid/i1 67 ^`gzb�`'�ceNss'.rFp 3 30 12 ULTRAUFT 59 ONLY LTRALIFT OG :'l No.G0Y0G -SECTION B-B 12 ONLY SECTION C ALTERNATE HIGH SILL RA- 70P O:•A� N (LOW SILL SHOWN) (F(F.AII DETAIL`FLANGEDVERSION)�a •� IS LACNiTlrE E NO CH4YGES TW SHEET- V`, SIATEOF moa: rola TEuwowmoNrveSECTIONS .,'�„a�•:!'Lon••a�y�� 47tpf)T/ff D NO CHANd£97H/93HEL+T N.VEtoCE,Fl�1t+E J.R. oLotnr c NOC/LwdESTtussHEET p,o, 1� ALUM.StNGLENlJNGWINDOW,IMPACT '//j�/JNA4�•�•� wr an. .0K0 .RNPF yAlblr 8/na. °"'•>" A,L{rf�R MICR,P. FJL N'!AS ,L,L ?I13NT sNtM HSl( 6 •!! �OAO-20 •E FL P.E,1587BE OEM UWOA DESCRIPTION PORT ITEM DWG/ DESCRIPTION POW /" 4002A FLANGE FRAME HEAD 812225 '8D 1635 SCREEN SPLINE-.135 DIA HARD 61635K 2 1156 NB X 1.000 QUAD PN.SNS 781POA of SCREEN CLOTH 85818 3 40030,FLANGE FRAME SIL.L(LOWSILL) 612228 "83 505 GLAZING CHANNEL(.080 X.600) 6533402 5 1628. ADHESIVE OPEN CELL FOAM PAD 7PADIS20 84 1161 953(1.000 PH.BUGLE TEK 708X1 .6 4004 FLANGE FRAME JAMB 812227 87 GLAZING TAPE,1116 X 112.7/16 LAW 82BVI610 7 4026 SASH STOP 612244 68 4051A SASH BOTTOMRASL IGH SLL 64051 8 4025 SASH STOP(EGRESS)1.125 LONG 612244 69 4050A FLANGE FRAME SILL HIGH SILL) 64050 '9 4029 SPIRAL BALANCE,318',br8',OR 11/18' To SILICONE,DOW 809,99508 ERUN. 10- 1080 BALANCE COVER,318'OR 5/8' 6BALCVRO10 1 80 JA GLASS,616'LAM),IIWA.090 PW,i/8"A0 11 N8 X.750 PH.PN.SMS 7834AA 61 B.GLASS.5M6"LAMI.WA,090 MI/8-HS) 12 1 BALANCE BOTTOM BRACKET 7BAL.TBKT 82 C.GLASS.5116'LAMI,I/B-HS"090 PW.1/B'HS 13 10851108 SASH TOP GUIDE 42504 83 D.GLASS,716'LAA,IAI'A•090 PVB.IM'Y0 16N9X7 PHILLIPS—FLATHEAD S.STI. 78XIFPAX 84 E.GLASS,7/16-LAM,118'AOBD PW,1/8'HS) 16 1080.1 $ALANCECOVER:11118' 88Ai.CVR870 88 F.OVSS.7l18°1M9,1/8"N$,.080 PV8,tA!"HS 17 4053 SASH STOP COvER 64053 68 G.GLASS,13116'LAN IG:1187,AIR SPACE,5116'LAV9,(11D'q.080 P'v8,118' 16 4928.1 $ASH BRACKET 7ULSRKT 67 H.GLASS.13l16"LAMI M 1/8'TAIR SPACE,Sfte-LAMJ,118A.090 PV8,118"H$) 19 98.32 X 1?LG.PH.FH.TYPE F S.STL 7832X72FPFX 88 t GLASS.13/18"LAW IS:1187,ASR SPACE,618'LA 1B'Td5,.090 PV8.WHS 0 21" 40540 FMD MEETING RAIL 64064C 89 J.GLASS,13/16'LAM1N IG;1/67.AIR SPACE,7116"LNA.(3116"A.090 PVB3/IW' 23 -40D8C' SASH TOP RAIL 64008 80 K GLASS.13118'LAMI I6;1187,NR SPACE,7/18'LAML(318'A,09D FVS.M8'HS 25 1236 WSTP-170 X270 BACK FIN SEAL 87S160 91 t»GLASS,13MS"LAMS;1/87,AIRSPACE,716"LA51,3f18'HS,.O90 W,3116'H$ 26 1098 SWEEP LATCH 71096 92 JM.GLASS,13118'LMA IG,WA AIRSPACE,5118"LATE,tAt- 090 PV8,118- - 27 1016 08 X.025 PH.FL,SMS 7858 '2.878-3'. 28 4DOT SASH SOTTOMRAIL LOWSILL 812230 30_ 1228 BULB VINYL 62249 2784 SASH 37� 4008 SASH SIDE RAIL 8112231 062 34 1209 SASH FADE GUIDE 42501 35 1822 LM S€TNNG SLOCK9fJ2'X2Sr'84'XS' 71622K 1' 55 38 1052 LAAO IO SETTING SLOCKI"X3f4'X1110" 71052K 37 1224 VINYL GLA2.BEAD BULB(THICK) 6TP247WX .DB2 38 1228 VINYL GLAL BEAD BULB IN) 6TP248K ' 41 40398 GLAZING BEAD,SM6 LAM.GLASS. 640398 �FRAME,I.F.HEAD 42 40448 GLAZING BEAD,5/16 LAM W/GRILL KIT 844703 47 N4071A,6083.76 44" 4222A GLAZING DEAD,716"LAM 64222 48 E, 45- 9850 GLAZING BEAD,71W LAN VWGRILL KIT 8985 SILL 9FRAME,I.FI.F.6LOW LOW 46 4067 GLAZING BEAD,I3M so LAM I.G. 64067 908 47 4071A FRAME,I.F.HEAD 64071 I410cwt u � 48 4072A FRAME,I.F.LOW SILL m ,peing 64073 Ouilding(bdo 48 4073A FRAME,I.P.HIGH SLLL 84073 f--2,37" ncs,ermnallol 99.08 50 40748 FRAME,I.F.JAVB 84074 yrtwtonikio A/!D2} 52 4000 SILL LATCH EGRESS LOW SILL 784009 .682 NOM 6titm3 Pm6»L 53 1060 $PRING�SILL LATCH EGRESS 7SPRNG THICKNESS 4.171 b4 2740 SILL LATCH(EGRESS)(HIGH SILL 62740 2.1,11 -55 1014 SCREEN FRAW(HOR.B VER.) 61014 .082 NOM b8 1830 SCREEN CORNER KEY W/RINGS 71830 THICKNESS ""011 I I III 57 1631 SCREENCORNER KEYVWOUTRINGS 71831 �`�UHY. ..,Afl1;'Fi�Y 68 1073 SCREEN SPRING 7CAASp `�,CBNS@': ;' 59' 1824 SCREEN SPLINE=.t350WFOAM 81824K FRAME,(.F.JAMB =%f:` � No.60705 •;'Y�� 49 FRAME,I.F.HIGH SILL N4014B,6063-Te 94073A,8083-T6 (USED AS RADIUS TOP HEAP) -'L7' 7I$ LM 6"tllfd ma NOCSWtGE3TT09SNEzr lg;zrET r.,.ss 'O sV.TE OF ttrV T'. ,md,B0wua0ar0AIVE PARTS LIST '.�c,:xtorlD,^. C��'.: JJ. 1097111 D NOCIWfGWTM &MEr x.vEMCC.R>dZm /riJs NAL �a ""C —. � ALUM.SINGLE HUNG WINDOW IMPACT ''` JR 040iMf C' G4WGED GIP GIA597YPE701EMFERmFROMNS P.O,eQ1(,6� 1B/ Serer �$ 6 X 11 w404D 20 E A LYNWIIi{I WP.E xwOws,q>.nc NY FL RE.N 58765 FK X415 -dt �7mm I.F.FRAME SEALANT ALONG ENTIRE JOINT 1 or47 tIi .r I.F.FRAME ,r2,8I^'--'--2.704—1 .082 ( OSEA. R 30 4.3306or 50 FLAN04 ,6683-ME E� ,04 ,.740 ( FLANGE FRAME SILL(LOW)040030,8003-T° ET BOSS(2) 2.7110 A62 1+1.513+ .730 .i AT HEAD AND SILL 002 040 VIEW D•D VIEW E-E. (111&VIEW HEAD 8 SILL,RADIUS TOP SILL) (RADIUS-TOP HEAD ONLY) FLANGE FRAME JAMB a SASH STOP O SASH STOP COVER FRAME CORNER CONSTRUCTION 6 94004,6063-75 7 04025,8°63-T5 17 114053,80°3.76 — I .050 1 — (USEDASRADIUSTOPHEAD) 1.185 I(bbllgt}�rTL�-.a. .870 -T 1096 ,.342 ---_.is79-�� ----- ,'349 41 GLAZING BEAD 5/16" 0403913,808476 A62 .565 1.978 ,aoT oe4 O SASH SIDE RAIL .082 t 31 t140W6083-T5 21 FIXED MEETING RAIL 23 SASH TOP RAIL 26 SASH BOTTOM RAIL(LOW) 04054A 8003HO-T8® 04006C,6D83HS-TB 04007,6063.75 1 1.0 ,,,, 0°--+--. T MIouumkilvisw umetytxgwlm Oroeladda .67e qp GLAZING BEAD,5116' nwlamycxee 1 04D448,6083-T6 n pmw Nu lg' 2.324-1 1.006 {+—+I (USED W/GRILL KM I i ll A62 2946 � 4 GLAZ(NGBEAD 7116' j 3A46 N4222,606346 J..L_ 2.636 .883 .059 .662 878 5.697 owf LYNN 4", I{ ..o50—t�,.�,.,,- 46 GLAZING BEAD,13/16°IG Fr--2.784 .......... .j 1.516—,+---f�� O 04667,86°3-I6 y' 6B FLANGE FRAME SILL(HIGH) S8 SASH BOTTOM RAIL(HIGH) 45 GLAZING BEAD.7/16' ,04050A,0063-TB. . 04051A,6003-TS 08660,6003-T6 J (USED WI.GRILL KIT) S °~"' T6 TA ��(S 4Q;� Ldt blJYtb �E M1gGNN0E67N/SSM�T %O•. 7 f �•.�{j.'~'. ,o1G TEC1w01.0aY 000E —EXTRUSIONS FRAME CORNER DER ''•.RomOa..•'���. �� roOTnr a n67crwroesrrasseFer x unc[txue PT S,q� ••••••���G; Jx owurt c wbEs7HrsbxeEr P.o.Oq icm 7LUM.SINGLE HUNG WINDOW,IMPACT OPAL socw 7 aK NBNOMaTI&m VbrSy Beuar a+vw A LI(11NMILL�ik P.E. FX W,AS 1.d 2=1blr700 Ha(/ 7 a 17 4040$0 E FL Px 58706 ANCHOR QUANTITIES FOR IM FLANGED WINDOWS TABLE 6, ANCHORAGE NOTES: WINDOW HEIGHT 1.ANCHOR TYPES:I-1/4'ELCO WCONS 114'ELCO SUBSTRATE: 28.803 34.603 40.603 46.603 52603 68.603 2-603 76.000 3-412 SCREWSS4 CRETE-FLEX S ANCHOR TYPE:-::Z A U , 0 0 a 0 WINDOW GLASS z M o z-M Y.ANCHOR LOCATIONS ARE BASED ON THE N 1 0 a V. FOLLOWING DIMENSIONS, 014 0 0 0 0 0 0N 0 Oct0 0 a 0 L) 0 0 0 0 � 0 .0 0 a HEAD.I RS I io "I WIDTH TYPE I- I-Ij I- I-I�all-__- 8 VrMAX FROM TOPCORNE JAMBS-1712'MAIL FROM TOP CORNERS C.D,E,F.G, 1 1 1 1 �I -1 [2 i' 112' il61 76'MAX.FROM BOTTOM CORNERS 19.126 H,LJ.K,L 1 111 J'j I li 111 fl2 i]21�i12 212 i12 ifl2 i'121'i�(2 212 2'12 2'12 2'11.i' 111 i'l lil 1 6*MAX.BELOW MTG.RAIL -212 i li 2' ji' ill-jiil SILL-ANCHORS NOT REQUIRED 12 1li �i 1 3,INSTALL PER THE ADJACENT TABLE ANCHOR ARM - 1 1 1 1 1 l'i iri 1'tFi 15 21 i T i i 1-2 li 21 'i V2 li jj�2 2 2r2 L 2 - USING THE DIMENSIONAL CRITERIA OF NOTE 2. 24.000 KkJKL. jJ2 Ifj 11jili 11211,21*212 i,2 ill 2 ili�12 i12 21i 212��2]'3 212 iL2 i 13 11 i-i'121 1 31i.2'12 1 ABIA I 1 1 1 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR GEOW I I iii 1 21fl2ji,212 ili i12 21i,21i.i[3 i12 21�ili 21i,2[J313 2121313 A—REVUESS.NDOWS.INTEGRAL FIN DIMENSIONS C,D.E,F,G, 1 1 1 �2 1 2 1 1 2 1 �1 6 &SI2N=SU MILATIIIN§: 21 ji��1�3121ili .2 1.. T Q —U,KU I 32.000 H.kJ.KL 1-12 fli i'll'id,11i 2 2 i'ji 2'Ji12'13 2'11 21ji.2fi.ij'-ijiiji lil THFADJACENT TABLE WITH A OLD ITALICIZED VALUE ABOVE THEM,INDICATE A AB,M HOLD DESIGN PRESSURE WITH THE QUANTITY 'Wililildilli i'li i]12 i13 1112 2'1*3 ill i 2112 2111i'1111_21.2'fij�3L3 3114 i1j2jiiji_ij4-i'l i 214 OF ANCHORS SHOWN IN SOLD.OTHERWISE,THE C,D,AUF. I 1 1 1 1 2 1 2, 2 Iii 2 1 2 2 1 2 MAXIMUM DESIGN --- 2 14 pa$SURE FOR 1HF 37,0D0 HAAKL 2-iri 2'1 i 21 i ill'i J5 2 2 i14 21i ill RESPECTIVE SIZE 31i 2 1 2 1 2 1 1 1 2- 2 1 2 2 1 2 AND GLASS TYPE IS AS'm l 2 221222231223232223232223213232334233334333-0l 1111 '111111 _1 -1 * 1111' 1i -316*i[i 414 AVAILABLE. paf 79 1— C,D,E,F,G, 2 '2 2 2 2 2 2 1 1 2 2 2 2 2 2 1 2 2 2 2 2 1 2.1 2 2 2 2 22122223222323222323232324213336-0 '*il 21i 21i 21i 21111 21i 213 1 2 12 412 31_413151_31ij3lil i1r,-313�±L4 411000 HAJ,K,L 2 2 2[i 213 14 13 313 3[ 131 AB . 2 2 2 2 2 2 .2 2 2 2 2 2 2 F2 1 2 2 1 2 1 2 2 2 2 2 1 "ij_i _ _ij 3 1 11��f 613131�14 jj� i 2 1 iji li ij�j 2 1 ili ifil i 2 213 i13 ili i[4121JI 4 PSF 70 1 TABLE KEY: C,D,E.F,G, 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 .2 2 2 2 2 2 2 2 1 2 MA 44.000 H,kJ,K272 L 2j'2 2 2 ilikii 213 21ikli'iii 21i 3 3 i13*313 3 2 13131-4 61-5i913 i14-i[i 3 4111 X PSF 2 2 2 2 2 2 1 2 1 2 2 2 2 2 2 2 2 2 P LMWrED) 118 PRooucTRsvtsw A.B'M 1 2 1 2 1 2 j2 �L 41�2 0 2 P,c 2222222322232322332-023333423333-0233435313344 1 1 1 111 1 11' 11111 1 1' 1 , J 'j16 JANIE A=2 3 3 2 1 2 C,D.E i FG, 2 2 2 2 2 i2 2 2 2 31 j 2 2 �2 2 2 2 3 1 2 2 dANIB BELLOW ttc iF2 212 2 2 213 212 13_iJ4 ilikli 3 1241 '1 14 314 213 31 4 3 IS 31i i(i 3[5 ili Afi 41B1314'ilB MTG..HAL PSF 79 79 MTG.RAIL 1 0' ur 48.00D H.kJK,L ABM 2 2, 2 2 2 2 2 2 2 , 2 2 2 2 2 3 2 2 3 2 2 2 "il i 313 314 il6l 2F2 212 2 d2 213 1 i 2131314 213k[i i214 i2131321 31,3 4 J'Ei 416 314 ilij (F P) PSF 72 1 70 1 2_ 2 2 2 2 2 2 1 2 -2 2 2 3 2 2 3 2 2 2 3 _F G' 2 JAUE11 VE F 3 D�' 2 2 3 212�J3 ij�121�lij�3 14 i,' ji'if��16 li iL4 i Ck X'L Aj 12 Wa RAIL 53.125 ARM 2 1 2 1 2 2 2 2 2 2. 2 _2 3 2 2 2 JANE BELOW N.,511705 2721 i I i n2 i 151 iii 3 3 4 2 3 3 4 3 4 3�5 Isla IiJ." 1-11" NITG.HALqq 7' 2 221 1-:1141 i",41 ifil ijl j 4 ,,7,V— D: A,U C 14 OR .Ho -H INO OMW CE.Ft�6 GESPACING,1/1 WINDOWS . ....•..... u 1ff?/H D Noamm 7msmfEr NNE., LING � AL SINGLE impAcr 4A !�!�1111 _�_TMSSHEEr 'opo D&M i2MNI Poz A.LYFS1fMiLtFr't,P.E. FA MM 1 4717602' NTS ' ANCHOR-QUANTITIES FOR STANDARD VIFWAND RADIUS TOP FLANGED WINDOWS TABLE 0. ANCHORAGE NOTES:, '41E 0 oo"� (0) 00 a— 0 A Lo, o a 1.) 2.ANCHOR LOCATIONS ARE BASED 04 THE JAMBS-17 1/2'MAX,FROM TOP CORNERS H.I.J.KL' IT MAX FROM BOTTOM CORNERS -A.8,M- ANCHORS NOT REQUIRED PSF -70 - QUANTITIES USING THE DIMENSIONAL CRITERIA OF _�n� 1 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR I . . . . FLANGED WINDOWS.INTEGRAL FIN DIMENSIONS ` 1 i iji 2 ± ARE V LES& i'l��'j 213'11.4 ��j 3 BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A' PSF'59 1 1071 79 f PRESSURE FOR THE ' RESPECTIVE SIZE � | ' ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD&JAMBSFLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLET. ANCHORAGE NOTES: WINDOWHEW&TUSASH HEIGHT FROMTARLE 8. 1.ANCHORTYPES:1-V4•ELCOTAPCONS SUBSTRATE: 17.125 I 22668 28.211 1 33.754 38.286 1 44.839 60.302 1 55.925 2.114"ELCO SS4 CRETE-FLEX ANCHOR TYPE: pp U o ckl� a a o - - -- Ck (3 a a 3-012SCREWS -Z.o,Z,Z. 3 Z--Z.o 2 2 Z,Z a( L, 0 oal"O"g 0 8 DIMENSIONS: WINDOW IWASi a z 2.ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING WIDTH o 6a 0 lf� 0 0 *TYPE � 0 v § 0 4) a (1 0 0 Q 0 HEAD-18 Irr MAX FROM CORNERS 19.125 D.E.FA.I I 1 1 1 1.1 1 1 JAMBS-1712"MAX.FROM TOP CORNERS X1. I I -L 1 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 3 3 3 3 3 1 Ir MAX.ABOVE THE MEETING RAIL 24.0GO D�E.FA 1.1 1 1 VMAX BELOW MTI'RAIL XL j7-j- '-1...2...2...2_1iil-i- - 15'MAX.FROM BOTTOM CORNERS 2 2 2 2 2 3 3 3 2 3 3 3 4 SILL-ANCHORS NOT REQUIRED 32DDO O.E.F.J, I I-1--)-F; iI --1 -1 -1 3.DETERMINE THE ANHCOR CIVANTM98 FOR CUSTOM 2 31 �3 VIEW WINDOWS FROM TABLES 7.AND S.USING THE 1 2 2 3 1 4 r,L 3 3 2 3 4 4 4 6 3 6 DIMENSIONAL CRITERIA OF NOTE 2.USETABLE7.FOR PSI 79 ABOVE THE MEETING RAIL AND TABLE Q.FOR BELOW. 37.000 DE,F I I 1 2 1 2 2 2 2, 1 �2 1 4.AVAJIABLE SASH HEIGHTS FOR CUSTOM MEW i. .. - 3 1 �j 1 4 _?_I _ - i 2 3 3 K,L 1 1 1 2 2 2 4 1 3 4 4 1 4 1 6 6 4 5 DARE 12 518'MIN.TO 3W MAX. PSF 1 791 79 79 TABLE WI UTH AND HEIGHT DIMENSION ARE FOR 40.000 D.a F.J. 2 .2 2 2 2 2 2 1 2 2 FLANGED WINDOWS.INTEGRAL FIN DIMENSIONS ARE ? 11 LESS. 2 2 1 _Z I B DESIGN PRESSURE LIMITATIONS: ..L 3 4 3 4 4 4 4 6 PSF 79 1 70 1 79 77 79 79 79 Ta UL-G-M OF THE ADJACENT TAB LE VAT H A BUD ITALICIZED VALUE ABOVE THEM,INDICATE A MAXIMUM 44LOW DJI,F,J. 2 2 2 ..2 2 2 7T-2-F2 DESION PRESSURE WITH THE QUANTITY OFANCHORS L 2 -_2 W2 2T 2 1 1 1 2 2 _2_ 4 4 4 4 3 5 i' 6 1 4 1 5 5 1 4 1 6 SHOWN IN SOLD.OTHERWISE,THE MAXIMUM DESIGN PSF 78 IV 70 79 79 7f 79 73 76 PRESSUREFORTHE 48.000 DAF;J. 2 2 2 2 2 2 2 2 2 2 3 3 2 2 RESPECTIVE SIZE AND K L i_l i *6 6 AVAILABLE, 2 1 2 2 3 1 2 GLASS TYPE IS PSF 41 �l 1 69 1 TABLE 7.Kr:r. 63.126 -2 -2 -2 2 1 2 �21 3 2_[2_ 1 2_ '.3] 3 2 T-3-T-2-F3- MAX PSFKL I 1 2 23 3 44 4 . _6 5 6 6 6 7 6 1�6 1 7 .(0P LIWIED)71-21 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL,CUSTOM FLANGED WINDOWS BASED ON SASH HT. HEAD TABLE 8. JAM ABOVE SASH HEIGHT MT0.RAIL SUBSTRATE- 12,778 f15�776, 1 18.776 1 1.776 1 24.776 27.776 1 30.7 1 31.108 ANCHOR WINDOW a WIDTH 82 28-IN I-8 8- -1-3 JAM� raoDUcr REVISED 19,126 1 1 1 1 1 1 2 1 1 1 2 2 1 2 1 2 1 2 2 2�2 2 2 2 1 2 2 .Mrd.RAIL _r _ IA%Coon 2490DO 2 1 1 1 1 2 1 2 2 2 2 1 2 1 2 2 + 3 1 2 2 A 4, N.1 .0 2 3 2 3 32,000 2-T 1 F2 2_ 2 2 3 2 2 3 1 2 3 3 2 3 3 tft 4 5-- 5-lq- 2 37.000 79 2 1,1 1 2 2 2 2 TABLE 8.KEY: 40.000 74 MAX PSF -152 2 1 2 1 2 2 2 1 2 3 2 2 1 3 3 1 3 1 3 4 3 3 4 3 [-4 4 1 3 1 4 (OF LIMITED I � 44.ODO BE 78 JAMB BELOW 1 2 1 29 2 2 3 3 "1 T 2 2 2 2 6 3 4 [vTrG.RAL 63 46.0DO 2 ff�2 2 2 L2 1 Ll 2 1 3 4 1 3 1 3 5 3 4 (FULL OP 1 0.50705 53.125 73 59 2 - 1-3 1-3 1-47� -6 5 3 6 JAMB BELCIAl E22 2 2 ". --3 MTG.RAIL �71-6T-3F-4 STMAICOF 12(15 IF NOCHARVES GE SPACING,CUSTOM VIEW , 1-471 lawAl I o Stoomao lova I J.R. moot I C. Em- . n. ALUM,SINGLE HUNG WINDOW,IMPACT M . NO CMWE8 THIS SHEET A. IMILL P.E. NGXOAW4,it 4,2)1=F7 r-7rM 1-4.7"MM77-I- N715tda It 1"�040-20 E FL PR.f 5870r, /��T--'EXTERIOR INTERIOR,-J��J, NOTES. (ALL HEAD AND SILL OETAiLS WOOD ANCHOR �s 1.FOR CONCRETE APPLICATIONS IN MIAMI DADE COUNTY,USE ONLY MIAM!-pADE COUNTY 1.314'MIN.EDGE ) (SEE NOTE 2&3) APPROVED 114'ELCO TAPCONS OR 114'S64 CRETE-FLEX,MINIMUM DISTANCE FROM CONCRETE ANCHOR .ANCHOR TO CONCRETE EDGE IS 1314'. (SEE NOTE 1 S 3) 29 WOOD BUCK 2.FOR WOOD APPLICATIONS IN MIAMI-RADE COUNTY.USE 012 STEEL SCREWS(G5)OR (SEE NOTE 4) 1'MIN.EDGE 114'SS4 CRETE-FLEX. 3.35 KSl MIN. 3.FLAT HEAD ANCHORS,WHERE REQUIRED,MUSTHAVE 012 TRIMPIT HEADS. CONCRETE. 4.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE 1318°MIN,.IWTAPCCN TOTAL THICKNESS IS LESS THAN 1112',lx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE -1314'MIN.,tt4'CRETE-FLEX INSTALLED DIRECTLYTO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTEDAS 2c ARE� OPTIONAL Ix 1''•' - 1318• 11a-THICK.OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE WOOD SUCK `-�C � 'MIN. ENGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVING JURISDICTION. (SEE NOTE d},- 5.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 114' 114, 6D8345 AND A MINIMUM OF 10 THICK,THE ALUMINUM STRUCTURAL MEMBER SHALL BE MAX. OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILARTO THAT SHIM MAX. SHO WN IN THESE DETAILS FOR 2x WOOD BUCKS.THE ANCHOR SHALL BE A 012 SHEET DE'T'AIL({ DETAILS SHIM- METAL SCREW WITH FULL ENOAGEMENT INTO THE ALUMINUM.IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FORTAPCOYS 'TYPICAL FLANGEDHEAD ANCHORAGE MAYBEUSED. AFLANGED FRAME COMPONENT MAY BESUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS.FOR INTEGRAL FIN 1114, 1318` MULLED APPUCATIONS R IS EXCEPTASLE TO REMOVE THE FIN AND ATTACH TOTHE ...1( MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 1/4`MAX SHIM-�{1.—N''N-.� 114'MAX SHIM MIN S.ANCHORS ARE NOT REQUIRED AT THE BILL OF FLANGED UNITS. TE 'WITH INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT CLIME INTO CONTACT ttd•MIN EDGE t'M1N.EOGE -WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FSG CURRENT, EDITION. CONCRETE ANGYiOR, WOOD ANCHOR. FN BELOW MEETING FH BELOW MEETING RAJL(SEE NOTE 183) :;;;IML(SEE NOTE 283) " 3.35 KSI MIN.CONCRETE INTERIOR - +,,;- OR ISKSI 4N.CMU (ALL JAMB DETAILS) EXTERIOR 1x BU CK OPTIONAL WITH SOLD CONCRETE 2x WOOD BUCK n-- _OR CMU SUBSTRATE(SEE NOTE 4)g (SEE NOTE 4) `J DETAIL 0 DETAIL D TYPICAL FLANGED JAMB ANCHORAGE - - 7t4' 518'MIN.EOOE 2.12`EMBEDMENT MAX. SHIM 114• ODFRAME - MAK y.ROA -NE1+IgFA- —WOOD FRAME SHIM j eanvlyNg wilhNhe FiuHx SW MIN.EDGE Am1�woNo 3tlr�Gb��21 - .131'DIA MIN. � e 'sBon Dak `= = _— ^^ii ry 2-112'EM FOMENT x2lfr NAIL .131"DIAMIN. AT CORNERS M Dc4vRaGrq Ambo x21/2'NAIL,. AND S'O.C. AT CORNERS WOOD FRAME AND 6.O.C. 518'MIN.EDGE ^— iJ4', .13P DIA.MIN. _ MAX. AT CORN IERS `OOHT LYNN SHIM AND S•OC. 1 2-I)WEMBEDMENT P�•'tiCYNsp':�t`,11��^ DETAIL F,(HEAD) DETAIL E.(JAMB) DETAIL G,(SILL) TYPICAL INTEGRAL FIN ANCHORAGE . LM' tvrvta B CQVffC1'S1JR'CNDTA REMOtiaE=NXWA4AEF. talotDCinOWOr OmJE ANCHORAGE DETAILS t,�,^•,, EIATe OF cn, JR. awtm a NaauNc TlnsaNEeT µF,am we =: � ALLIJUSINGLEHUNGWINt70W'IMPACT ^•���^c(�umony p:` Y'an9 YY; NOxOW5.n3124 vbIply g­ ry I Rr Ftr. 0t14Ys 22397 wtrau NTS !t a It X404020 E FL P.EEE...YY 58785