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HomeMy WebLinkAboutNOAM IAM 4� PRODUCT COUNTY mmm T CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w .miamidade.eov/economy PGT Industries, Inc. 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 AHD (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone: APPROVAL DOCUMENT: Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install (LM)", sheets 1 through 11 of 11, dated 04/01/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERNIINATION 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 teyt ti NOA. ADVERTISEMENT: The NOA number preceded by e11 ad County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No.18-0430.06 Expiration Date: August 23, 2023 SIJ�O�I $ Approval Date: August 23, 2018 Page I PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install (LM), sheets 1 through 11 of 11, dated 04/01/18, 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 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, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7835.1, dated 04/03/18, signed and sealed by Idalmis Ortega, P.E. 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 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-18-7835.2, dated 05/04/18, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition (2017), dated 04/23/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Manuel ez Product ContrExa finer NOA No. -0 30.06 Expiration Date: August 23, 2023 Approval Date: August23,2018 E-1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance to FBC 6" Edition (2017), dated April 24, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated April 24, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 18-0005R issued by the Product Control Section, dated 01/16/18, signed by Manuel Perez, P.E G. OTHERS 1. None. E-2 v Manuel er .E. Product Control E a ner NOA No. 18- 30.06 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE WIN ME HVHZ. THE OUTBOARD LITE (CAP) MUST BE TEMPERED, USE ONLY GLASS TYPES 3.7.12.13 OR IS. 17-13MW MAX. O.C./ /\�B'MA%. DESIGNPRESSURERATING IMPACTRATING VARIES PER GLASS TYPE, SEE SHEETS 2-5 LARGE& SMALL MISSILE IMPACT RESISTANT 3) FOR MASONRY APPLICATIONS IN MWMI-DADE COUNTY. USE ONLY MNMFDADE COUNTY IT3/4.MAI. 1)Gl4' S2-1/8'MA%. BUCKNADM APPROVED MASONRYANCHORS. MATERIALS USED FORANCHOR EVALUATIONS WERE Il]-B SEEBUCK) MA. B'MAXAX. +{.11115'MA(. SOUTHERNPINE, ASTM C90 CONCRETE MASONRY UNITSAND CONCRETEWOH MIN. KSI &SEE _ O.C. r (9'MA%. BUCK) SHEETID - I r5°MA%. D.C.O.G r PERANCHORTYPE SHE SEE 4) ALL WOOD BUCKS LESS THAN I-12' THICK ARE TO BE CONSIDERED IX INSTALLATIONS. SHEETSB&ek SEE �Hi SHEET IO` f 1XWSDEPICKSARE APSIAL IF UNITG-WIC IS INSTALLED GREATER DIRECTLY TOSUBS WHEN WOOD AX BUCKSDBCTEDAS 9(ARE1-112°TRICKORSTALLE DIRECTLY TO SUBSRAE. USED) EUVALLV SHALL BE DESIGNED AND SECURED M PROPERLY TRANSFER LOADS TO THE STRUCTURE SPACED WOOD BUCK DESIGN AND INSTALLATION IS ME RESPONSIBILITY OF ME ENGINEER,(EOR) ANCHORS PEROR ARCHITECT OF RECORD,(AOR). T-VIV MAX. O.C.5) ANCHOR EMBEDMENTTO BASE MATERIAL SHALL BE SEYONDWALL DRESSING OR -rMA%. sI I Br STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT TIP MA%. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING& FLASHING STRATEGY2-11WMAX.O.C. TO BUCK FOR WATER RESISTANCE OF ME SCOPE OF THESE INSTRUCSONS. TION SHALL BE ONE BY OMERSANDIS BEYOND EDWLLLYBPACEDI HEIGHT xiI r� HEIGHT nnGIDFS PER jlll13-wVI LO.Q 6)1M'MAX.SHIMSAREREQUIREDATFACHMCHORLOCATONWHEREMEPROMCTIS TASLES6&1NOT FLUSH TO ME SUBSTRATE USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. &12'MA%—I� W O.C. C 7) DESIGN PRESSURES: (9- A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCIETESTINGANDGIASS PER ASTM E13W. B. POSITIVE DESIGN LOADS BASED ON WATER LEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASIM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. 8) ME ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST ME WINDLOADS CORRESPONDING TO ME REQUIRED DESIGN PRESSURE ME 3&113%STRESS INCREASE H SI NOT BEEN USED IN ME DESIGN OFMIS PRODUCT. ME 1.6 LOAD DURATION FACTOR WAS USED FOR ME EVALUATION OF ANCHORS INTO WOOD.ANCHORS MATCOME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEETME REQUIREMENTS OFME FLORIDA BUILDING MOE FOR CORROSION RESISTANCE. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY ME AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL 1&7MA & 18-7835.2: ELCO ULTRACON NON MOD CRETEFLEX NOA; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSVAFBPA NOS & ALUMINUM DESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. FIGURE AALLOWABLE BASH CONFIGURATIONS AND SHAPES v{ WDM [-- ---� WIDTH F— -"'i WIDTH T 2 / T' - -, t2 1 � T / i S2 Q D O ]' x � 1 RECTANGULAR WITH EQUAL LITE SASH RADIUSTOP WITH PROVIEW SASH � RECTANGULAR WITH CUSTOM SASH ALL SHAPES WITH ALL SASH CONFIGURATIONS ARE APPROVED. SHAPES MAY BE USED BY INSCRIBING ME SHAPE INA BLOCK AND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM ME TABLES ON MEFOLLOWNGSHEETS. TB NOANCHONSATSLL - i+{5 IM'MAX.TIPTOTIPVM PH ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH EQUAL-LITE CONFIGURATION T..l P P al 1..1. fA. TYPER Gla Dowdplion (Lis4tl ham E 00rb InWdor) OP Table # 1 1I8°AN,.09V PVB, 1/8'AN 2 2 IYIV IG:118-AN CAP, AIRSPACE. 1/T AN,.09Y PVB, 1/8'AN 2 3 1W16'UG:US'TP CAP, AIRSPACE, 118- AN. .030'PVB. Il&"AN 3 4 1lW HS,.090" PVB, 1/8' HS 4 5 WIV AN,.09(P PVB. W16° AN 4 8 1XITM:W16'AN CAP, AIRSPACE, 11W AN, .OW' PVB, 1/6"AN 4 7 INIV LTG: 3I1V TP CAP, AIRSPACE, VW AN, .090' PVB, IPW AN 4 8 WIV AN.090° SG, WlV AN 5 9 Wt6'HS, .090" SO, WIV HS 5 10 1346'LIG:IIWANCAP,AIRSPACE,1/8-HS,.OW-SG.118-HS 5 11 1WI6"LX9:1/8'AN CAP, AIRSPACE, W15'AN,.W SO, WIV AN 5 12 1WIV LTG: 11W TP GIP, AIRSPACE. 1/9" HS, .OW' SG, 118" HS 5 13 IXIV LIG:IIB'TP CAP, AIRSPACE, XlW AN,.09W SG, WIVAM 5 14 1W16'LIG:W16'AN CAP, AIRSPACE, Vr HS,.NW SG, 118" HIS 5 15 1WIW LIG: 3116-TP CAP. AIRSPACE, 118' HS, .090' SG. 118" HS 5 CODES STANDARDS USED: a2017 FLORIDA BUILDING ODE (FBC), OM EDITION aASTM El30003 4ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION aAW MINUM DESIGN MANUAL, ADM-2015 •AISI SID&12 aAISC 360-10 4l 1116-MAX. ELEVATION FOR TYP. FIN FRAME SHOWN WITH EQUAL-LITE CONFIGURATION USER INSTRUCTIONS 1) DETERMINE ME SITE SPECIFIC, WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT FROM ASCE7. 2) KNOWING YOUR GLAZING OPTION (TABLE i), WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINOWSDESIGN PRESSURE FROM TABLES 2-5. IT MUST EQUAL OR EXCEED ME DESIGN PRESSURE REQUIREMENT FOR ME WINDOW OPENING OBTAINED IN STEP 1. 3) DETERMINE ME ANCHOR QUANTITY FROM TABLES 6 & 7. 4) WSTALLAS PER SHEET T FOR FLANGE INSTALLATION, SHEETS FOR EQUAL LEG INSTALLATION OR SHEET9 FOR INTEGRAL FIN INSTALLATION. NOTE:DESIGIN PRESSURE RATING DETERMINATION IS ME SAME PROCESS FOR ALL FRAME TYPES (FLANGE. INTEGRAL FIN OR EQUALLEGSOX). SG- KURARAY SENTRYGLASP INIEXLAYER BY KURARAY AMERICA. INC. PVB- KURAPAY TROSIFOL' PVB WTERLAYER BY KURARAY AMERICA INC. AN•ANNEALED HIS • HEAT -STRENGTHENED TP=TEMPERED GENERAL NOTES .._................... _....-....__......... 1 ELEVATIONS....._.__ ......................._.._............... 1 DESIGN PRESSURES/ GLAZING DETAILS....... 24 ANCHOR QUANTITIES............_ ..... .........._.......... 58 INSTALLATION .FLANGE......................................7 INSTALLATION, EQUAL LEG...............,................8 INSTALLATION, INTEGRAL FIN .........._........ ..... ... 9 EXTRUSION PROFILES ................. ........ ... .......... 10 ASSEMBLY & PARTS LIST .................................... 11 m m > N O 3 .aa O E n O >IM TOD N 0,, Q O 0 sp W Z o o Z LL me UU O S [%f WIM W ^, Q 7ma _ N O $tea Z = Q In w s- U- O ®m w ED m m ZO I+>NS N Z O F Z ¢ � w w i QZ' O N +ug vsaa sau+5 �aa� 333; O Ayy 22 Gp 3353 p$$olny 3553 4l�NA NO; _ xxxx 9N TT�T pO ZN d�y4 N0$0 AAZAg CA �f�il~AOO N° zp ic�5o 3 m ii i Sy YT 0OT s�=g S v I' m 3 R oHos g PF�m yy O� 8� O A9� m ODyn o zxOe y� per+ z m�� ss Nm� N°8u o o. 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(LMj 04/011is DP TABLE ez� JENS ROSON/SKI .. ;4 IZI 30F11 I'M 7700NOA-1 m ❑°iPV x De819n PoSmm (IESRtx) I., Glaes Types 4.7 Bat. su0 hfOnPlm ozGlw Rands skn WV R (e)--slow To To TO 'In, 31 EOnslllk 124M .65.0 .0 Equine I&W .65.0 .0 at' StexU4 Pmlew 12W4.15 W3 .65.0 2a0 slmst 12aW-12D93 IWO -0o.o EnAd W 1BBR ISS. 40.0 Stoned P.ew I£Wa-1. Sal In. 2AD 301W Cw Sao 15. 131.15.0aa .fi50 d 0 Qrstwn Sue 14,131.I&Iw .65.a d0.0 sweet 12464-141M 10.0 a a EevA w aSee .650 d0a Ove. Sue ..I31-Y1.9W -no 4p0 S+akyO P�oiew 168H-A In ... MO 4T Wtun Sao 16.131-10593 IWO d O Ous. Sae ts.Di-13.Im IWO aa0 Oet. sue t4 t31-15.'m .ESO 2A0 sronsl 12.4W-14.IW .650 aka EwuNae a.. IWO eo0 Qakm Sao 22n1-2a.9W .S£o -0ao s1adell Wa4ee 20AW-WAS, .6So 4SO 49' Q41xn Sze 18.131-m.1W IWO 4SO Qat=Sze 1A1J1-10.1'A IWO JL.O O4tan Sae 14gt-161]O .660 -n. E saawl t2464-14In E@ Aft. 2S. ISO -000 Mlan So. N.131-26T1fi .BSO d,0 0 31as]aPpge mWa-]4Im IWO 4q0 F CLS'm size m131-m.W .BS.o 20,0 SOMA Cee1Nn GRe is 131-201m I5a -0AO GLSIan Sue Ie.t]1-10,1m .620 -0Ao aslWl sae v.nt-Ifi1 .fis.o -0Ao Sealkt u.4s1-14.1W I5.0 -000 uFIs d0.0 n Sae R131-31.9W M-31 ISSO HSD EAO NPma6w m7H-201m I dAo Bee W.+a1-267W O EaO 64ea size ntal-241m IWO d0.0 n Sae m131.221m IWS 2A0 on Sae 10.131.20.130 .6£0 IWO 90.0 a 1111m-1S+W I£a -00.0 ellCastam nk' uIH -1aIW -0e.0 39..W mp.. IIn.n. .00 eT Sao . S m131-364W .7m ISU -ma au.o amsae xu1-]a1W -a0 aa.0 TC 400 ao.o we Sze =131-W SM 46£0 d00 =sue 28131. SSIM m.1a1-MW.6i0 et lal miH.454 4100 u'olo 42.aeI IWO K5.0 ..0 AAO H-m sae 3e.n'-4z.4W .fi£o maOPlwev ]0.1H'-a01m .650 20.0 LI6-NOM.. �- GLASS STACK *lS. 7116' NCM GLASS STACK .a-m Y18'AN GIPSS ]G S'S'MI GIAS6 n 12'NOM. GLASS BILE N H GLASSTYPE5 fYl6'NOM GLSS STACK STACK NSS TABLE 5: DWign Pmssom for Glass Typc.8.15 Bgkm SAn Dea.0. b Gn.R SaON oa Rage ln) Tp To Tp Wk01 sSw 2a• ER za 124W 480o -1100 31- Ep Ae 61erMYa Pzl I6.SH 125W-I&M ...0 IWO -11.0 -1100 snma' 1243a-12w3 IWO 1100 Emuelane i98R .Wa n100 6tSGTE PNUM 1£YA-19wi .BAG -IloO 39.Y9' CaUm Slm I£131-16W3 -WO -1100 W51Pn Sze H. 131.1S1]0 .BAD -110.0 Swat 1zaW-uaW IWO "Do EnO-1. M. .WA .11a0 O t.Sl]0 91131-4.m3 .WO -110.. slamm Ploaee 1e.594-m+W .WO -man 4S Gnome Sue 1e.131-13.593 .M.O 410.0 Cmlan sue 15A31-18.130 *SOO -1100 CUem Sze N. 131-15.130 IWO -110.0 Sweet 12aea-14AVI IWO -11" Ea 4.1. ... .W.O 71aG Custom Sao sozzaa pwee 22.131-24. m.+W-niw .W.O 1800 M00 -nao 4V QBI=sae IS+31-m.193 IWO -11AG Custom Sze 1a131.18.1" .BAD 4la0 oalan see MA31-IaIW tMO -110.0 f Stok51 I 12460-14AN 750.0 -11a0 zENn4¢e 26M .eoo -1100 LLitom Sao StzzI PAMoN 24131-25.778 miM4-24.130 .BAo .Boo Ala0 410.0 `ANS m.131- .aa.0 -1100 'p C.Sae csmm size 20e13 total-OIW 730G - -la G CI6Wm 61]0 18.131-18.1]0 .BO.o -11a0 cS.L Hdal-farm ..So -11" 00 ¢a116. .eo.G -1100 Enel E9uaJ 31 Y% -1100 S Gston Slxe 3 1.6Rt .W.O +nA -1100 SIOws=Sao Zr - c.m1-2 170 -11S0 Cusomfide W.131 -2£7H 1800 .m0 -1100 er Gnlon see .ono -1"0 Ca. Sa. =131-za.13o .N. -11.. 1.131.22.tm 1&131-m,130 .BOD -1100 ..Sue Custvn sire 1013f-19.1>D .BOO -I1AG s1mkL 1319i'-15.tW IWO -11ao EyYNJM1e 93aW .BOo -1100 asan sae 36.+m-m.aW W. n+a 78' Gmon sae sways H.+31-m.1W m.s94- IWO .SO.o nla. 100 Gaston S's.. ao m.11-IX .Boo 4 -1100 Cusom Sao 29.13MIX -110.G EFOIe31 26.iW'-28.1W IS. -11a0 E 42a84 m. .W.O -11G.0 H- a.S atan sae 31 -1100 Pm4ew S.H.+H•-mtW IWO WW. .O n+o0 •MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT - 49.391 MINIMUM SASH HEIGHT FOR INTEGRAL MN AND EQUAL LEG W NDOWS IS: BUCK HEIGHT - 48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP W 9BOB NDOWS IS: TIP TO TIP HEIGHT MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WNDOWS IS: BUCK HEIGHT -48.BOG .090'SG 3116"AN GLASS 3o LLI�GU155 12'NOM. Enmvw GIPBS 01TE a 7a H GLASS TYPE 0 FrIVIVNM GIUNSSSTA GLASS STACK *IW5GGUSS PSS � nW-sc AIRSPACE AIRSI 12•ANG I 'HSGLASS t/8-ANGL 31 74 CJ.R 5 IR"NOM. ( &nc GIASSBRE F� �o N on on ® GLA55 TYPE IO ` yl I� IYIG"NOM. GLASS STACK 89tl SG AIRSPACE AIR51 1 /6' TP GLA55 1IC HS GLASS 1M" 1P GL/ _^I 1Y16-NOM. GLASS STACK 090 SG AIRSPACE NRS 3115-AN SklW LASS M6'TPGLTe 2an E EA aGLNA ®W`-' GLASS TYPE 14m ®WC 1Y1S'NOM. G1A555TACK 1Y19'NOM. GLASS STACK l UIT NOW GLASSSTACK m ul k o y ?i as O N� P N i n o 7N iw a10M K Q OT Z Z LLa Z ap LU Y m0 ~ er V_ W Q J.40 n Z a 1 j o=p] z Z i LL 0 i P ® rmi W aw r Z IaayS 5 �+ W p Z m I. 0 1 I * �No�5887a.0SS 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT I- FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 'aaI J1/1"1 111A33, 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEKT AVAILABLE SIZE AN=ANNEALEO 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SRE IN THE TABLE ABOVE WHICH THE RADIUS TOP WNDOW WILL COMPLETELY FGWITHIN. TEMPERED pLYxN MOLER, PE. 4) WNDOWS WTH THE LOW SILL OPTION ARE LIMITED TO A MkUMUM POSITWE DESIGN PRESSURE OF IS PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. HS=HEAT STRENGTHENED P.EO161% ABLE6 Anchor Quantifies Requlreri for 'ThmughFrame' Installation usina Glass TVpes1-T Tp In TPwmm 1s zs aa• 3r n- 1 4s 49- s3-Ilr Jar^o S IS� :i Y Jv^6 E S� ¢ m Jame F i 2 L ¢ 5 & Jamb E E IS .Wne m E h 8' m JamO 5 p Jamb f t E m i Jamb 3 F 0 S E` i ¢ m a.m. Son Commotion br - me Nely�l Ra Rom N° () 24• EpueNtlC 12461 1 2 1 t z 1 1 2 11 I 12 2 I 2 2 1 z 2 1 z 2 t 3 2 Equa4m, 15. 1 x t+ 2 1 1 2 1 1 2 2 I 3 2 t 2 2 1 2 2 1 2 z 3r StwNeN Prolex 12.594-15M3 2 2 1 2 2 1 2 2 I 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 SIMwI 12iW-t2.9➢] 2 2 1 2 2 t 2 2 1 2 2 2 2 2 2 x 2 2 2 2 2 2 2 2 EpN41e Law 2 2 1 2 2 1 2 2 I 2 2 2 2 2 2 2 2 2 2 z 2 2 2 x SloMva Pamee ISBK-19ASI 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ""or Cus"'Suo IS131-MIMS 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Custom 840 Ialal-ISA30 2 2 I 2 2 1 2 2+ 2 2 2 2 2 2 2 2 2 2 z 2 2 2 2 Modest 12464-14130 2 2 1 2 2 1 2 z 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Equates. Is9rM 2 2 1 2 2 t 2 2 t 2 z 2 2 2 2 2 2 z 2 2 2 2 2 2 Custom Sam 20.131 near 2 2 1 2 2 I 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 SlogoN Proles 14594-20.110 2 2 1 2 2 1 2 2 1 2 2 2 2 2 z 2 2 2 2 2 2 2 2 2 47 Cuslan so. 1&131-1S5S3 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Cuelon So. IS131-1613) 2 2 1 2 2 1 2 2 1 2 z 2 2 2 2 2 2 2 2 2 2 2 2 2 Custom size I4.1.1-15.130 3 2 1 2 2 1 2 2 1 2 2 2 2 z 2 2 2 2 2 2 2 2 2 2 SMnml Q,tst-MAW 3 2 1 9 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 EqumHms 24,Me 2 2 1 2 z 1 2 2 1 3 2 z 2 2 2 2 2 2 2 2 2 z 2 2 Cuslon Sao M131.24 an 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 z 2 2 Stimulant Pmiw' M191-2'L130 z 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 Off Custom Sue 13131-20.193 2 2 1 2 2 1 2 2 1 2 2 2 z 2 2 2 2 2 2 2 2 2 x 2 Cmbn Sum 16131-18Its 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Custom See fU31-16.130 3 2 1 3 z 1 9 2 1 3 2 2 3 2 2 3 2 3 9 2 2] 2 2 f Smumol tza64-ia.13a 3 2 1 a 2 1 3 z 1 3 z 2 3 z x J z 2 3 2 2 3 2 2 Emotes. 2sm 2 2 1 2 z 1 2 2 1 z 2 2 2 2 2 2 2 2 2 2 2 z 2 2 cualam so. 24131-2S.H6 2 2 t 2 2 1 2 2+ 2 z 2 2 z 2 z 2 2 2 2 2 2 2 2 3 somme'd o.. MBM-N.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 z 2 2 2 2 2 2 Cuaton Sue 2D131-MM3 2 2 1 2 2 1 2 3 1 2 3 2 2 2 2 2 2 2 2 3 2 2 2 2 xiSe• Conlon Sue 10131-20.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 J 2 2 3 2 2 Custom Sue 18131-18130 ] 2 t 3 2 1 J 2 I 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Custom Sao 14.I31-16130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 SlMesl 12LfM-1a 130 ] 3 1 3 2 13 3 1 3 2 2 3 2 2 9 3 2 9 2 23 2 2 EgoNm ]1.SN 2 3 1 z 3 1 3 9 I 3 3 2 2 3 2 2 3 2 2 3 z 2 3 3 Cuelom suo MIS! -31.85] 3] 1 3 3 t 31 13 3 2 3 3 2]] 2 a 3 2 9 3 2 St mm Pmiex 2S794-M.130 a 2 1 3 3 1 3 2 1 3 2 2 3 2 2 3 2 2 J 2 2 3 3 3 Croton Sue 24.131 -25.1W 3 2+ 3 2 1 3 2 I] 3 2 3 2 3 3 2 .1 .1 2 2 3 2 2 63' Cuelcm Slze i2131-24.1]0 3 2 1 3 3 t 9 2+ J 3 2 9 2 2 J 2 2 3 2 2 9 2 2 Cason Sue 2013t-2'2.130 3 2 1 3 2 1 3 2 1 J 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Sao 13.131-M.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Slue 16. 131-16. 130 9 2 1 3 2 1 3 2 1 3 2 2 3 2 23 2 2 3 2 2 3 2 2 et 13AN'-16.130 4 2 1 a 2+ 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 l4im 33.464 3 3 1 3 3 1 3 3 1 3 a 21 3 2 33 2 3 J 2 3 3 2 SUO 36.131 wM6463 3 3 1 3 3 1 3 J 1 3 3 23 3 2 3 3 2 3 J 2 3 3 2 Sue M131-96.130 9 3 1 3 3 1 J 3 1 92]] 3]] 2]] 2 3 3 2 PMM gE:�W 30 Sue M6130 3 3 1 J 3 1 a 3 1 3 3 23 3 2 3 3 2 3 3 2 3 3 2 6'ae 30.131-Me93 3 3 1 3 3 1 3 J1 3 3 2] 3 x 3 3 2 3 3 2 3 3 2 sue 1 3 3 1 > 3 1 3 3 2 9] 2 3 J 2] J 2 J a 2 ul xi+94•-za.13o 4 z 1 4 z+ 4 z t 4 z 2 4 2 x 4 2 z 4 z z 4 3 z eO 42a61 ] a 1 2 a I 1 4 1 3 4 2 3 4 2 3 4 2 9a 2 3 4 2 slza 33.191 -4z463 3 a 1 a a 1 3 4 I 3 4 z a a 2 3 4 z 3 a 2 3 4 2 Pmlew 14.IN 38.130 4 3 1 4 3 t a> 1 4 3 2 4 3 2 4 J 2 4] 2 4 3 2 • MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT - 49,391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG W WDOWSIS: BUCK HEIGHZ-40.391 MINIMUM SASH HEIGHTFOR FIANGED, RADIUS TOP WINDOWS IS: TIP TOMP HEIGHT-49106 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUSTOP WINDOWS IS: BUCK HEIGHT. 46.006 TABLE SIR Glass Type Description (L1steE ham Exterior W Interior) 1 116'AN,.M PVB, 11WM 2 1116' MG: 1/0' AN CAP. AIRSPACE, 11W AN, .090- PVB, 116AN 3 13/16' UG: 1/0' TP CAP, AM PACE, I1W AN, .OBD' PVB, 1/6' AN 4 1/8'HS,.9 PVB, UT HIS 5 3116' AN,.099' PVB, 11W AN 6 13/161' LIG: 3/16-AN CAP, AIRSPACE, I1W AN, .090' PVB, vir AN T 1116' MG: 116' TP CAP. AIRSPACE, 1/8' AN, .OD7 PVB, UV AN 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FINAND EQUAL -LEG WINDOWS, SUBTRACT 1' FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINETHE WINDOW SIZE. 2) FOR SIZES NOTSHOWN. ROUND UP TO THE NEI(TAVANI9LE SVE 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SD:E INTIIE TABLEABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. 4) WINDOW6 WITH THE LOW SILL OPTION ARE LIMITED TO A MAInMUM POSITINE DESIGN PRESSURE OF a65 PER NEGATN DESIGN PRESSURESARE UNAFFECTED. Iql VVONOOLL o�-1 "JO9 WMOS0NSN3f Imj 319V1 A111Nvnt) NOHONV 9L/LOlbO (Wl),llV1SNI SNnH BISNIS wNIWmv 03N/3e3a sax9ltl ilr DNI'S31tl1$OONI1`Jd 9LNL011191tlAd0'J oo9�roer (�rsl O SLZVS 1-'3OIN3A'N 3AINO AOOIONH0310LM Jse�IIIwzillsT'H�i�ntl/d/\O1�'\{1�\tl13III0n u �J o � � w HW O QW z 7 O °p S R6 F Q '0 O W V O W 4- 6 H� ° J 0j 60 3zF z Q R-. mF % $� of P. �5 4n aLL o � kS� 0 �'3 ° n nx zy F ° 0 09 m w B x 0 m i J �a9 00 m?aZ ININI-1. -INF v Nom cn6� ESP., S A QO j G~O N i Oz �u:�u 0.0, o u uuu x xxx x xxx w zzz. Q Z222 f fii4 Z 6 2 N Z N ° Q O = Q = Q S G U U 6 Q � w d 6 i VnVI6l!n yay K 'gym yya 6 x Q 6 K Q Q -J' bdaaoad ���istrygtpg�tryi S N N G 6 F F Q~ N hl Sf `bbbN to ic__ Fc uio' _'.°'_°'O wr m ,wiax 's b%ngi6 ry • ry n n ry ry ry ry ry ry n ry ry n« n ry n ry ry ry ry n n ry rv« ry ry n n n ry n n m m m m m n m m � m m m � n n m 5 awwmwe ry -nnnnrvrvnnrvn«nrvnrvnrvrvmmm«rvrvnmmmn«mmmmmm..mmmm...n.. �' noe%� arvwmWe awamiv n ^_rvnrvrvnrvrvrvnnnnnnrvrvrvrvnnnnnrvnmm�mnnnnmm�nanmmmnvanma ry rvrvrvnrvn«nn«nrvnnrvrv«rvrvrvrvrvrvrvrvrvrvrv«rvrvrv«rvrvrvrvrvrvnn tla��ca n awi mQe - e mo�N �ti, � aw wade ry aw iwav ^ a awwaie ry aWiaav ^ �PowN R `e aw wade n � aW aA<Qy %x iH tlW Mi9 n _rvnrvnrvrvrvrvrvrvrvrvrvmrv«nrvmm�rvrvrvrvnnnn«mnnmmnn.mnnmmn.nn. x_ A �5 AR 0m C 0 � 5 a� 33d�3��d$d.a, dui d`3"9���m���_ Q w6,iN as mmi INSTALLATION OPTION 1 ANCHOREDTHROUGH FRAME INTO 2%WOOD FRAME OR BUCKSTRIP. SEENOTE2,THISSHEEr. TIP TO TIP HEIGHT L FLIED VISIBLE LIGHT HEIGHT I EKTERIOR a SASH VISIBLE LIGHT HEIGHT INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX DIRECTLY IWO CONCRETHCMU. BUCKSIRIP INTO CONCREMCMU. EMBEDMENT 2, TN15 GREET. EMBEDMENT 1l4'MP%SMIM 1l4'MA%SHIM EMBED. EDGE MI 4 GH VISI TH 12 LI LIGHT WIDTH 'I EDGE L i DISTANCE DISTANCE MAX SHUT 19 SEE TABLE - ' 1- FIXEDVISIBLE UGHTWIDTH •• NOTE FOR B. OTTHEA T YPE TYP. ANCHOR TYPE P 44 EMBEDMEWAND I = EDGEDISTANCEPER SUBSTRATE SEE TABLE B. 31 R 5B TYP.ANCHORTYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE O. 13 USE ERHER 1 SWEEPOR2 MIDSPPN OR 2 BOTTOM LOOKS 5T� / OPTIONALKWISE SILL SHOWN. SEE SHEET 10 FOR STANDARDSIU. I NO ANCHOREQUIRED IN F GEOREQUALANG' - FRAME AMESILLLLS VERTICAL SECTION B-B TIP TO TIP WIDTH EXTERIOR HORIZONTAL SECTION A -A v 11/4-IM SHIM I/? D.E APPROVED MULLION. FBC PROPERTIES. TABLE B. INSTALLATION OPTION 4 ANCHOREDTHROUGH FRAME INTO METAL Anchor Substrate N6n. Edge thin Embedment Distance P.T. Southern Pine(SG--0.55) 9/16" 1-3(8" C12 Steel, AMninum, 6063-75 nin. 3/8' 0.063' 1M or 410 SS Screw A36 Steel 3/8" 0.D63" Steel Stud, O'. 33 Irin. 3/9. 0.045' (18 GB Concrete(rrin. 3.35 ksi) 1' 1-314" 1 /4'410 SS C 41O UngroutBd CMU, (ASTM C-90) 2-112" 1-1/4' P.T. Southern Pine (SG0.55) 1' 1-3/8' Concrete (rrin. 2.85 ksl) 1' 1-318' 1/4' Steel Ultracon Ungrouled CMU, (ASTM C-90) 2-1/2" 1-1/4" P.T. Southern Pine (SG-0.55) 1' 1-3/8' N MIN. Ut d INNtAU.I'tl[YV NU I HG MI:IAL BUus R+AI t. B) USE ONLY FLATHEAD ANCHORS IN JAMBS. PANHEIUFLAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE HEAD. C)'UNGROUTED CMU' VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. NOTES TYP. ANCHOR TYPE, EMBEOMENTAND !UGEDISTANCEPER SUBSTRATE, SEE TABLE 8, VISIBLE LIGHT FORMULAS: (SHOWN FOR HI -RISE SILL; SEE SHEETS FOR STANDARD SILL) WIDTH SASH 6 FIXED LHE: TIP TO TIP WIDTH-512- HEIGHT(EOUAL-Lr-E) TIP TO TIP HEIGHT2-37X HEIGHTIPROVIEWI @FLKED LITE: TIP TO TIP HEIGHT2 . 3.78' @SASH: TIP TO MP HEIGHT2-11.83' HEIGHT(CUSTOMSASH) @FMED LIM: TIP TO TIP HEIGHT -SASH HEIGHT -SSW ®SASH: SASH HEIGHT -450' U USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE B. FOLLOW EMBEDMENTAND EDGE DISTANCE LIMBS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE MDOW, 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 8. ALL WOOD BUCKS LESS THAN 14W THICK ME TO BE CONSIDERED IX INSTALUlTIONS. 1R WOOD BUCKS ME OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-12' THICK OR GREATER. IX AND 2X BUCKS WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALIATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHTIECTOFRECORO 3) VISIBLE LIGHT WIDTH OR HEIGHF (ALSO REFERRED TO AS DAYLIGHT OPENING)15 MEASURED FROM BEADING TO BEADING. ❑ O SO N '.aN Yn o =Im O < ON z K Z O z ZLLm W2 ea " „oo n )- w O ao vn > P O Z p Z W S O n ® J Z O z W =r y N o z w w V J aZ J i �• i `1... ON 1GENSF-n No. 58705 i3 •. p�-- A I F /G0 P40RIOI!.�' \� 'ONAL IEaC• �• A LYNN MILLER, PE RE Y55T05 INSTALLATION DETAILS FOR EQUAL -LEG FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX EDGE DISTANCE DIRECTLY INTOCONCREMICMU. BUCKSTRIP INTO CONCRETE/CMU. OPTION _ ______ SEE NOTE 2, THIS SHEET. ANCHOREDTHROUGH r T EMBEDMENT EMBEDMENT FRAME INTO 2X WOOD k �—LFRAME OR BUCKSTRIP. }„ HIM 1/4'MA%SHBA �-ISEE NOTE 2, THIS SMEEf. — EMENSASH VISIBLE I i] EDGE ��_ L EDGE . ^ r LIGHT WIDTH APvcFf4u WpP1ySATvaBrTa DISTANCE DISTANCE FOHtlu U/JilnBe I e 1 -m!) Uq,'L"3. CIA BUCK HEIGHT FIXED VISIBLE LIGHT HEIGHT EXTERIOR a FIXEDVISIBLE ____1 __J — LIGMtMOTH _I r I 3 NOTEB, FOR _ HEAD TYPE E 18 TYRANCHORTYPE, L EMBEDMENTAND 7R7 EDGEDISTANCEPER SUBSTRATE, SEE 31 TABU& IE I BUCKMMDTH 32 TYP.ANCHORTYPE EXTERIOR HORIZONTAL SECTION A -A 45 EMBEDMENTANDEDGE DISTANCE PER SUBSTRATE. SEE TABLE B. +I I� 1l4•MAX. SHIM 48 fi5 \ I CADE APPROVED MULUON, MC 13 COMPLANTALUMINUMISTEELFRAMING fi3 USE EITHER 1 OR STEEL STUD. MAY BE VERTICAL OR SWEEP LATCH® HORIZONTAL. SEE SUBSTRATE �� MIDSPAN OR 2 BOTTOM LOCKS PROPERTIES, TABLES. INSTALLATION SASH vlsleLE EQUAL OPTION LIGHT } LEGIOX ANCHOREDTHROUGH HEIGHTS FRAME FRAMEINTOMETAL —E SHOVIN " 1, OPITONALHIAISE ll 02 SILL SHOWN. SEE I - ma SHEET 10 FOR NOTCHAT STANDARD SILL. EACH END 1/4• MAX SHIM NOANCHORS REQUIRED IN FLANGE OR , EQUAL -LEG FRAME SILLS VERTICAL SECTION B-B Anchor Substrate Min. Edge Min. Embedment Distance P.T. Southern Pine (SG=0.55) 9116" Taw S72 Steel, AWninum 6063-T5 win. 319" 0.063" 18-8 or 410 SS Screw A36 Steel 318" 0.063" Steel Stud, Gr. 33 Din. 318" 0.045" 18 Ga) Concrete(min. 3.35 hsi) 1" 1-3/4' 1/4" 410 SS Ungrouted CMU, (ASTM C-90) 2-1/2" 1-114" CreteFlex P.T. Southern Pine SG=0.55) 1" 1-3/8' Concrete(Run. 2.85 ksi) 1/4" Steel Un9rouR.d CMU, (ASTM G90) 2-7/2' 1-1l4' Utl acon P.T. Southern Pina SG=0.55 1" 1- A) MIN. OF 3111KAUSHhYUHU IHGMEIALBUUBII--- B) USE ONLY FLATHEAD ANCHORS IN JAMBS. PANHEXIFLAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE HEAD. C) "UNGROUTED CMU' VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. TYP ANCHORTYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE S. VISIBLE LIGHT FORMULAS: (SHOWN FOR HI -RISE SILL; SEE SHEET B FOR STANDAHO SILL) WIDTH SASH B FIXED LIM: BUCK WIDTH-4.12• HEIGHT(EQUAL-LTTE) BUCKHEIGKa-3.23• HEIGHT(PROM5M ®FRIED LITE: BUCK HEIGHT2.41V ®SASH: BUCK HEIGHT2-11.43• HEIGHT(CUSTOM SASH) ®FIXED LITE: BUCK HEIGHT- SASH HEIGHT -25S ®SASH: SASH HEIGHT-4.W NOTES: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE B. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE B. ALLWOOD BUCKS LESS THAN 1-WTHICKARE TO BE CONSIDERED 1X INSTALLATIONS, iX W000 SUCKSARE OMIONAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE WOOD BUCKS DEPICTED AS 2X ARE 1-12• THICK OR GREATER- IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSISIUTY OF THE ENGINEER OR ARCH PEOT OF RECORD 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. 00 —y W of o S .aa dr w ❑ N p y 0 C7 N g � oleo a0 0a a¢y m w o O ZLL� 2UL U U_d o¢ rZ 'Q FS -Q J mn VoN 2ulo O ? .-. _ F o Z o Z D ZO O W CD W A I ayS Z w ED W Q J W�< O Q 7 W v nn INSTALLATION DETAILS FOR INTEGRAL FIN FRAMES EDGE I DISTANCE EMBEDMENT �� ^\ EDGE i DISTANCE BUCK HEIGHT FIXED VISIBLE LIGHT HEIGHT i SASH VISIBLE LIGHT HEIGHT EKTERIOR a TYP. ANCHOR SHIM MAK. EMBEDMENT SHIM SEETABLE9. 1/4'MAK SHIM 1/4'MAX.SHIM �- 13 USEEImfER t SWEEPO MIDSPANOOKR2 46 55 BORO/M//L/OCKS STANDARDSILL SHOWN.SEE 33 PREVIOUS SHEET 6 FOROPTIONAL HbRISE SILL (SCREW SHOWN) v1 EMBEDMENT I� VERTICAL SECTION D-D 1 _ FIXED VISIBLE Ir UGHTWDTH t/4•MA%SHIM SASH VISIBLE HTWIDTH _ 31 � 3f R SB BUCK WO111 HORIZONTAL SECTION C-C OR STEEL STUD. MY BE VERTICAL OR HORQONTAL SEE SUBSTRATE PROPERMES,TABLEB. SHOOR912STEEL —SELF-DRILLING SMS(GS). SEE TABLE B. INSTALLATION OPTION 7 ANCHORED THROUGH INTEGRAL FIN INTO METAL Anchor Substmte Min. Edge Distance Min. Embedmem 2-1/2'x.HW Box Nail P.T. Sauthem Pine(SG=0.M) &IT 2.438 271/2' x .131' Common Nail P.T. Sauthem Pine (SG=0.55) wr 2.438 2.1W x .145' Roofing Nail P.T. Sauthem Pisa (S(3=0.55) SIT 2438 2-1/2' x .145' Roofing Nail P.T. Sauthem Pine (SG=0.55) SIT 2.438 #10 Steel Tmsshead Scmw Dr #12 Steel, 1" or 410 SS Screw P.T. Sauthem Pine (SG=0.55) 112" 1.375 0.125- Aluminum, 60G3-T5 min. 5116" 0.125 0.050' A38 Steel 5/16" 0.05 0.045' (18 Ga) Steel Stud. Gr. 33 min. 5116" 0.045 A) MIN OF 3 THREADS BEYOND THE METAL SUBSTRATE EDGE DISTANCE DISTANCE PER SUBSTRATE, SEE TABLES (NAILSHOWN) VISIBLE LIGHT FORMULAS: (SHOWN FOR STANDARD SILL: SEE SHEETS T OR 0 FOR H4RISE SILL) WIDTH ® SASH & FIXED LITE'. BUCK WD1H -4.12' HEIGHTIEQUALiREI SUCKHEIGHT2-3.23' HEIGHT(PROVIeM @FIXED LTTE: BUCK HEIGHT2.428' d4SASH: BUCK HEIGHT2-IIA4 HEIGHTGUSTOMSASH) @FLIED LN@ BUCK HEIGHT -SASH HEIGHT -2.55• @SASH: SASH HEIGHT -4.6W NOTES 1) USE ONLY SUBSTRATEAPPROPRIATE ANCHORS LISTED ON TABLE 9. FOLLOW EM3EDME AND EDGE DISTANCE UMI15.ANY INSTALLATION OPTION SHOWN MY BE USED ON ANY S1DE OF THE WNDOW. 2) VISIBLE LIGHTWDTH OR HEIGHT(ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. m Y W > y o ., a ❑ S 0 In, m (D N i � aluU 0 Q' O tyi (9 """"����� M Z 0JO 6y ZLLN V W O X Uj ^ — 00. oc d xe w,u n H'we u` G uxd m>a H �2Q z 2 U O m e m w W m W � N K 2 IvvS L J Q O J Z K � W J Re. 58705 V '.Q T . 10NAL 1E A LYNN MILLER, P E P Eft 5870 \\\\111111//L/t 9 ..dalaoiy'.,Sld\r 90LBS'ON + '� C � C y Q D O 3 a z m c ml G m u 00 O T Z � a jpZO Z <o 3 A Z r n0 mnm O mo.. 9, 3 c e m m- ZZ m9 .,a < � O m — m H30tldSu30031XO tl30tldS0ltl MnO 0 0419 ONMANL 0 Otl3BIWVl.9t/9O O Sd NS01(E) Otl3811© H2AOOdO1SHSVS BL tlOHON UOtl3HO tl3N00 SStllO'1NI� ssV1S'1N1 1I� L� ASO Q F.Oeo A�ll(3 � 1Ntl001S30Z09' „y0B' .E W' .Oro' T331S 5531NItl15 pIALLIS I I .LZ9' II 1tl3S 3NOOIlIS 03WHOd'TOtl 1N3W30H03N13tl �'9fi>'� .L19'1� !'^ .S9Y' .YC9I A�VL �F•ZZS'L 'WON.BLIS T13S III TI31Ntl001530 3N31A1f18051A1Od WNMWnN u1XN.U30VdStl3dns LL SSVlO'tNl��� SStl10'1X3 GINJ01S30 HLM WbOd 3N001115 'WON.9NS ltltlfLLOntl1S U 9113W l0H 3SPA1H IIIS aWv vmwn03 Z/ BWtl03W 9311Vn03O0 F wr=l .OZL'Z 1 z9o' L 080E Sd OS030tldsI00M OL SStl1O'1N1 SStl1O'1M3 tNVO01S30 H M 'WON.%l 3N31A1N8051A1Od lvtlru�nals 3N001115 3SIa H-IIIS / 3W ANTJ tl O31NI .2B] .EEL 9 .86L'Z BWtlf 9 3Wtltl1 NIA 1WO31NI O .OZt'Z .Z90' L.Solc— lIwSOlSHSvs(D 1"W0J109HSb5 of .00E.SE'I r1IIIIII�y —,II1 Ii•I I tU L 3SINYH m 11I53Wtl A30NVIA .z9o' Aas E LI F^ .96LZ BWtlf 3Wtltli 3oN (D T - .OLCZ .L90' 099Z 'IRM WOILOBHIBiN lNtl 9Ni133W O3XId n lNtl d01 HStl5 cL Z90' 1 .LLZZ iLIL'Z L OZL' ALE z 11153W Vad NIj 1tla931NlOe IIIS3Wtltld O3lN 03 O 1 iT AU L 290' .U> z .9916'E J— A6GL Otl3143 VMA 931 wn03OL llls VHd3ONtl1d OL 3Wtltlf Nld ltltlO "(D Otl3H 3Wtltld 30NVldO A89'L I .Zll2 1 .SZI'L 290' --� Bt8'Z Ova TABLE 11 Item PGT Pad Oescdpdon Material t E42001 Head, Flange um. 60 M 2 U4017 Head, Integral Fin Alum. 6063-TB 3 U4028 Head, Equal4eg Alum. 605346 4 624004 Jamb, Flange Alum. 6063 m 4A Jamb, Flange (Used Far Altemate Radius Top Head) Alum. 6063 5 624020 Jamb. Ntagrzl Fin Alum. 6063.76 5A Jamb, Integral Fin (Used For Allemate Radius Top Head) Alum. 60(]�T52 6 624031 Jamb, Equal -leg Alum. 606176 6A Jamb, Equal -leg (Used Far AOemate Radius Top Head) Alum. 6061T52 7 624002 Sill, Flange Alum. 6063.16 8 624018 Sill, Integral Fin Alum. 606 18 9 624029 Sill, EquaMeg Alum. 605&16 10 524003 Sill, HLRise, Flange Alum. 6063d6 11 624019 Sill, H4Rise, Integral Fin Alum. 606.1TB 12 U40M Sill, Hi -Rise, EquaHeg Alum. 606.1TB 13 624006 Sash Top Rail Alum. 6D)5A-T61 14 624D05 Fixed Meeting Rail Alum. EOOSA-7B1 15 624012 Sash Bottom Rail -H se Al.. SOST8 16 624068 Sash Bottom Rail Alum. 6063-T6 17 624007 Sash Side Rail Alum. 6063-TS 18 U4051 Head Anchor Corer Al.. 605346 19 U4015 Sash Stop Alum. 6063-TO 25A 624009 IG Bead Alum. 6063-1[5 25B 624011 IG Snap Bead Alum.6 15 26 U4013 5116-Lami Beading Alum. 606Y18 27 624026 WIT Lami Beading Alum. 6063-T6 30 6TPN7 Glazing Bead, Bulb Vinyl fork614023 Vinyl 31 6TP248 Glazing Bead, Bulb Vinyl ford62400980624011 Vinyl 32 724046 Sweep Latch (® Top Rail) Cast tiro 33 624049 Bottom Latch Sill) Alum. 6063-TB 34 Setting Block (1/8'X 1/2'X4') Neoprene SSA I IG Setting Block (115" X We W) Neoprene 35B M4014 IG Snap Setting Block Vinyl 36 724044 Bottom Rail Weatherstrip Extension 37 724053 Sill Gasket Polyethylene 38 724054 Sash Top Rail Gasket Polyethylene 39 724055 Sash Bottom Rail Gasket Polyehylene 40 724657 Head Gasket Polyethylene 41 7n4083 Meeting Rail Gasket Polyethylene 42 61226D Sash Bottom Rail Bulb Vinyl Polyethylene 43 Weatherstrip, .270' x .187, Fin Seal (@ MR) 44 67S16G Weatherstrip, .170" X.270", Fin Seal (@ Sash Side Rail) 45 Weatherstrip, .170" X.187", Fin Seal (Q0 Top Sash Rail) 46 1 wades jBaiimc. with Cover B TOM Rigid Vinyl 51 781PSQX R X 1' PH SMS (Assembly) Stamess Steel 55 7834AA H8 X3n4" Ph. PN EMS (Balance) Stainless Steel 63 Alum. Semen th Fiberglass Mesh Vanes 70 - KommedIng Kodispace 4SG TPS See Sheet 71 Quanec Super Spacer NG 10 for 72 Quanax Dumseal Spacer Matenals 73 Cardinal XL Edge Spacer 74 Drxr 791. 899 or GE 7700 Backbedding Silicone INTERIO ti JAMB NOTES' 1)A1.L CORNERS TO USE GASKETANOIOR SEALANT CDIRITY. SASH SIDE RAIL ASSEMBLY DETAILS FOR FLANGE FRAMES (OTHER FRAME TYPES SI6111AR). SASH BOTTOM RAIL INTERIOR b TABLE 10: MATERIAL PROPER-NES USED FORANCHORAGECALCULATIONS. Matenal Min Fr Min F„ Steel Screw 92 ksi 120 ks1 18a Screw 60 ks1 SEW 410 Scam W ksi 110 ksi Elco Ulhzco� 41a SS S.. Call.R 0 155 ksi 127Aksi In ksi 1691ksi 606315muninun 16 ksi nksi Ass Steel Wks, 58 ksi G, 33 Steel Stud 33 ksi 45 ksi � Y O N LD �¢ else O O O�� : w Zw� mr of a n n W U m F Z O w xen v Sze Us g z I w � 2 H O � n w Lu _ Ia s € z to w Z O ¢ o Z O w2 U m n ¢ m no = - CENSM �i�( �.; F ..FP p * : N0. 58705 =ro: ^�0 SA OF .. FC ORIOI;\ A LYNN MILLER, P E. PEA Sales