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Home My WebLink AboutNOA; Series SH7700A Aluminium Single Hung WindowM IAM I•QADE MIAMI-DARE COUNTY i PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Roam 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.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 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 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. - DESCRIPTION: Series "SH7700A" Aluminum Single Hung Window —L.M.L 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. Lrl.ID.SILE 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. 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 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. ��, J•�•a�4T�•y � I // .•�� 'APPROVED , :".• `, � S NOA No.18-0430.06 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 Page 1 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 611, 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 rez Product Contr Exa iner NOA No. -0 30.06 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBN=ED E. NLATERIAL 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 6ch 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, RE G. OTHERS 1. None. E-2 Manuel er E. Product Control E a ner NOA No. IS- 30.06 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 SERIES SH7700A IMPACT RESISTANT SINGLE HUNG WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH WE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE 01NHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST BE TEMPERED, USE ONLY CLASS TYPES 3, ), 12.13 OR 13. 3) FOR MASONRY APPLICATIONS IN MIAM4 DAOE COUNTY, USE ONLY MWMHOADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE. ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PERANCHORTYPE. 4) ALL WOOD DUCKS LESS THAN 1.V7 THICK ME TO BE CONSIDERED I INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 141 THICK OR GREATER III AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO WE STRUCTURE WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OFTHE ENGINEER, (EOR) OR ARCHITECT OF RECORD. (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. WSTALIATIONANCHORS SHOULOBESEALED.OVERALLSEALING&FLASHINGSTRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6)1/4' MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE WE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. )) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL& CYCLE TESTING AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL. &CYCLE TESTING AND GLASS PERASDA E1300. C. DESIGN LOADSARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNEDTO RESIST WE W NDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE THE 3}IM%STRESS INCREASE HASNOTBEEN USED IN THE DESIGN OF THIS PRODUCT. THE IA LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORSTHAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALLMEETTHE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. JURISDICTION. 10) REFERENCES: TEST REPORTS FT. 16-7835.1 & 16-08352; ELCO ULTRACON NON ELCO CRETEFLEX NOA NATIONAL DESIGN SPECIFICATION raft WOOD CONSTRUCTION, ANSVAF&PA NOS & ALUMINUM DESIGN MANUAL BE REVIEWED BY BUILDING OFDCIAL FIGURE A• ALLOWABLE SASH ---{ WIDTH T ----{ NOW I-- Tr T —r{ WIDTH �-�- T �/ IF RECTANGULAR WRH EQUAL LITE SASH x x RADIUS -TOP WITH PROVIEW SASH x � RECTANGUAt WITH CUSTOM SASH ALL SHAPES WITH ALL SASH CONFIGURATIONS ARE APPROVED. SHAPES MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON THE FOLLOWING SHEETS. 17�4'MAX. (17-0/4-BUCK) B. SEE EETS0&9� A SEEf SHEETS8&B1 EQUINLYI sPALED ANCHORS PER TABLES 8 &) f7-1TI6•MAX. O.L� t ale•MAx. 17-v4• MAX rO.L. x I{l EQUALLYSPACED P CHOR / PNMCflS I - TABLESB&7 9.12'MAX. (9• MAX, BULK) TIB NC ANLNORSAT SILL i+{ S}1/6' MAX. TIP TO TP WIDT1 }12'MAX. (9' MAX. BUCK) 17-v fi- MAU. O.C. MAAXIK . TIP 12-1It6'MA%.O.O TO TIP HEIGHT TIP 13416 WvLO.C. ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH EQUAL-LITE CONFIGURATION TARI F 1'AI IFI 9(:1 ASS TYPFR G;.D P wdpBon (Umd Tmm EAt4Ho)m IDlerlRO DP TeDlo p I UWAN, A9G' PVB, IiV AN 2 2 INUP RIG: IIB• AN CAP, AIRSPACE, IA' AN, D9X PVB, IIB' AN 2 3 IWIV LTG: VV TP CAP, AIRSPACE. IIB• AN —A PVB, US' AN 3 4 II8' HS..097 FVB, UW HS 4 5 WIW AN..9 PVB, WIT AN 4 6 INIV RIG: MV AN CAP, AIRSPACE, IIVAN,.MT PVB, VVAN 4 7 IXlVUG: WIV TP CAP, AIRS PACE, 11T AN,.09W PVB, IIB' AN 4 8 TIV AN, .090• SG, Vl V AN 5 9 TIV HS,.090' SO, WIT HS S 10 IWIW US: II8'AN CAP, AIRSPACE, IIV HS,.090-SG, IIB•HS 5 11 13JIV UG: 118-AN CAP, AIRSPACE, 311T AN,.ODX SG, Wl1 AN 5 12 ITIfi UG: 11V TP CAP, AIRSPACE, 11W HS..W SO. VW HIS 5 13 ITIW LIG: Ur TP CAP, AIRSPACE, 311 V AN, .OBO' SG, WW AN 5 14 13116- LID: WIV AN CAP, AIRSPACE, II8' HS,.W7 SG, IIVHS 5 15 IYIV LIG: WIV TP GAP, AIRSPACE. IIB' HS,.090• SG, 118-HS 1 5 CODES/STANDARDS USED: •2017F' GA BUILDING CODE (FBC),fiTN EDITION •ASIM E130D09 •ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM-2015 •AISIS10D12 •AISC360-10 DESIGN PRESSURE RATING IMPACTRATI-- VARIESPERGLASSTYPE, LARGE&SMALLMISSILE SEE SHEETS 2-5 IMPACT RESISTANT 52-Ire' MAX. BUCK WIDTH D,SEE SHEETID -� h— s•MAX. O.C. I 1 r 4-ttn6•MAX. O� IY 63' MAX. BUCK HEIGHT O.C. c Df- 4-11/16'EM%. 1'WEEPN01 AT EACH ENI ELEVATION FOR TYP. FIN FRAME SHOWN WITH EQUAL-LITE CONFIGURATION USER INSTRUCTIONS 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENINGS DESIGN PRESSURE REQUIREMENTFROMAS GET. 2) KNOWING YOUR GLAZING OPTION (TABLE 1). WINDOW CONFIGURATION AND S2 . DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 25. TT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR WE WINDOW OPENING OBTAINED IN STEP 1. 3) DETERMINE THE ANCHOR OUANTTY FROM TABLES 6 A7. 4) INSTALLAS PER SHEET 7 FOR FLANGE INSTALLATION, SHEET 8 FOR EQUAL LEG INSTALLATION OR SHEET 9 FOR INTEGRAL FIN INSTALLATION, NOTEDESIGN PRESSURE RATING DETERMINATION IS TIE SAME PROCESS FOR ALL FRAME TYPES (FLIWGE, INTEGRAL FIN OR EQUAL LEGIBOX). SG- KURARAY SENTRYGLASO INIERIAYER BY KURARAY AMERICA INC. PVB• KURARAY TROSIFOLP PVB INTERLAYER BY KURARXY AMERICA INC. AN -ANNEALED HS • HEAT -STRENGTHENED TP•TEMPERED GENERAL NOTES ................................................. 1 ELEVATIONS......................... _............. ..... ... ...... 1 DESIGN PRESSURES I GLAZING DETAILS........ 24 ANCHOR QUANTITIES................. _.... ............ -_. 55 INSTALLATION, FLANGE ............. .................. _- 7 INSTALLATION, EQUAL LEG ........ -..-.-............. .8 INSTALLATION, INTEGRAL FIN...........................9 EXTRUSION PROFILES............. _..-._........ -........ 10 ASSEMBLY & PARTS LIST .................................. 11 N 7 Q 'I.0 ZLLm RE V LL9m -I J g B a •P Z La J 'oN SMO O 111 a ^ ' Q o O ^Z� u z ? = H Q w O 8 c (7 W Z F»RIB 0 Z J 0 O Z o w W G Z S ¢ (D +nn 'aso0 sae>S TABLE • MINIMUM MINIMUM MINIMUM MINIMUM 1) TIP 2) FOR 3) FOR 4) WINDOM 2: 5110'NOM. GLASSSTACK IVAN GLASS 090•PVB 1I0'AN GIASS 30 26 1R•NOM. EXTERIOR GLASS BITE a 75 34 GLASS TYPE 1 J L,.� GLASS ST, -I GLASS STACK 090' PVB AIRSPACE ASE 1A'AN ClA55 tI0'AN GLASS 31 T5 �S OR SB 1R'NOM, EXTERIOR GLASS BILE a 3.�P OR 5B 70.T3 GLASS TYPE 2 THE WINDOW SIZE. AN -ANNEALED TP=TEMPERED HS- HEAT STRENGTHENED TO TIP SIZES RADIUS SASH HEIGHT SASH HEIGHT SASH HEIGHT SASH HEIGHT DIMENSIONS NOT SHOWN, TOP WINDOWS, WITH THE LOW FOR FLANGED FOR INTEGRAL FOR FLANGED, FOR INTEGRAL SHOWN. FOR INTEGRAL ROUND UP TO FIND THE SILL OPTION WINDOWS FIN AND RADIUS FIN AND THE NEXTAVAILABLE SMALLEST ARE LIMITED IS: TIP EQUAL TOP EQUAL FIN AND WINDOW TOMP LEG WINDOWS LEG. EQUAL TO A MAXIMUM HEIGHT-49.391 IMNDOMM IS: TIP RADIUS -LEG SRE SIZE IN IS: TO MP TOP WNDOWS, THE TABLE POSfTND BUCK HEIGHT-48,391 HEIGHT-4SM WINDOM ABOVE DESIGN IS: BUCK SUBTRACT WHICH PRESSURE HEIGHT-40.006 1• THE FROM RADIUS OF"S THE DP TOP PSF. TO TIP WINDOW NEGATN DIMENSION WILL DESIGN IN COMPLETELY PRESSURES THE TABLETO FTT WITHW. ARE DETERMINE UNAFFECTED. aaNm SvaN �'9tl1�p1 a fu\m Rage Smn Helyq Par89 and DeBIBn Pressure QDeMlI)fOrGUsl Types 182 nPlPnp WON 1s ar 3r ]r 41• 4s as ssva z4• Ewddte 1zw4 ss.o ffio ss.o m.0 ss.0 ffio no mo •sxo m.a ssa -0ao .6so m.o .fis.o ano EgwWN 15960 •65.0 m.0 •65.0 m.0 •69.0 640 •6SD m.0 •65.0 m.0 •fi3.0 d0.0 •6S0 m.0 •65.0 60.0 Jt' S1eMae PmJew 1290e-1598] .65.0 -m0 •fiA0 m0 •65.0 2n0 •6S0 m.0 •610 m.0 •W^.0 9a0 •6S0 dn0 •65.0 dn0 bMlest 12.&-129B3 •69.0 ffio •650 d0.0 •65.0 MD •6S0 m.0 •fi10 20.0 •650 d0.0 W5.0 m.0 K5.0 -00.0 EpmNile 19.652 •6S0 ffio •650 m.0 •6S0 m0 •05.0 ffio •fii0 a0.0 •SSO dn0 •6S0 ffio •65.0 d0.0 sta,wm wwe..� 1SBa9-taesl .fi3.a mo .sso dD.D .sso ffio ws.4 m.D .sxo m.D •sso aao •ss.o aD.D •ss.D m.a ]B.YB' OptPn slm 15.1]1-t190 •SLO a0.0 •BSO dn0 •C3.0 d40 •69.0 m.0 •6S0 m.0 •65.0 E0.0 •6A0 20.0 Nb.O m.0 Ontae We unl-lslm •sxa ffio .sso mo .sso mo •6s.o ffio .exo m.o .si0 dn0 .sso m.D •sso ffio smTm 1z.s1-14.1m •w.a ffio .610 mo .as.o aao •s3.o ffi.a .w.a 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•65.0 m.0 K50 2U.0 •fiS0 -00.0 •610 -0a0 •85.0 a0.0 •65.0 -P.0 Gulvn 6tra N.1]1-tn1J] •ix0 -040 •ei0 m0 •83.0 m.0 •aS0 ffio •65.0 d0.0 •610 a0.0 •83.0 ano •69.0 dSt S. 12.M-N.tm •83.0 m0 •BSO m,0 •83.0 m.0 •85.0 a].0 K5.0 -0O.o •63.0 d0.0 •BSO ano •69.0 •1].B Egdfilc ]1.B6C •650 20.0 •6S0 m.0 •fi5.0 60.0 •63.0 ffio •65.0 m.0 •65.0 dn0 •6S0 2a0 •65.0 m.0 G5lwn We YB.131-31.6fi] •650 -00.0 •6S0 m.0 •63.0 A0.0 •65.0 a40 •65.0 a0.0 •65,0 dn0 •6S0 d0.0 K5.0 -T1,6 sNwan Pm9en m.Ts4-z11m .ss.e ano .sna m.D •as.e ano ns.a -eso •6so ano •6sD aao .ffio -0aa .ss.D -nn eaewn sue x4.tr-zsTe3 •sso aa.o •eAa ano .6s.0 m.9 .sso m.o .sso a].D .ss.a ano .sso no .uo azr 6Y Gulon 9ua T21J1-341b •65.0 -00.0 •6S0 m0 •fi5.0 ano .650 m.0 +65.0 d40 •65.0 -0n0 •65.0 -T0.0 K5.0 d0.5 oaten sire mt31-zzlm .sso ffio .6ia ffio .ss.D aD.a .9fla m.o •ss.o aao .Bs.n aao .aso -n.1 .sso aA4 Gaston Elie 1B.1J1-m15J •66.0 MO •6S0 m.0 •63.0 -00.0 H5.0 20.0 •69.0 m.0 •fi5.0 d0.0 •65.0 -i3.9 •W.0 ffi3 Qatae We 1flu1.1atm .sso m.a .6so ffio +6so aaD res4 ffio •6s.D m.D .ss.0 .n.1 .eio -Re .6aa a4.T baHesl i1.19i•-14130 •650 ffio •6S0 ffio •ESO A0.0 .65.0 m.0 •85.0 -05.9 •fi9.0 ALB •6SD a12 •Q9 d23 ER,mlJlle 35a81 •610 {0.0 •BSO a10 •6S0 d0.0 KAO m0 K5.0 iA.O •65.0 dn0 •6S0 m.0 •SSO -T10 Lmtml W. 3B.1J1.3B.WJ •fi3.0 -00.0 •sS.O d3.0 •65.0 d0.0 •65.0 m.D •65.0 m.0 •fix0 -0W •BSO d9.B •65.0 -T1.6 Cmtan Elie 3B.tN-34tm •6S0 ffio •fi10 ffio •fiS0 ano •6S0 m.0 •69.0 •6i0 a9A T6'61iMaNPn>9ax JD.991-L.1>D•85.0ffio•650m0 •ESO d0.0 •SSO ffio •850 ffio •fi5.0 -TS4 •6i0 m.3 OalambW m.131-m99]•fi5.0m0•Bx0m.0•E5.0ffio•6S0d0.06S0 ]fl8•fi9.0-)AB•eAed18 Szeffio •63.0 ffio•6S0m0K40 -T5.] •fiS0 -)1.9W.8W.0Slv�nt130 •SS.O d0.0•aS0ffio •610 d0.0 •640 m0KSO J�D+0.0ffio•fiSo•)T.fi -)1.B •85.0 a0] •62] dz] EyNJM1e850mn•8S0-m0•BSO ano K9.0 -Ti.B •65.0 mA N' Cusbm blie 3113t -424fi3e65.0-00.0 KSOffio+fi50 ffi0 •6S0 -)B.B •65.0 •T48 •63.0 fd.6 bNmzNPNJew.t94•-]8.1>0•BS.Om0•6S0m.0•fiS0 -11.0 •6x0 m.2 •623 623 m Y W > � S y ..x y � TO a�=a 0 e � y a O M Z W oOo U U m o�yy d eg 'Jm0 O W i < Q I- i] Z (7 z O = N ® m J BOW Sash DwbIpIMMI b GBm ian9e Barn YnVd Rvga (Inl UeeiBn Pmssure p0sRL'f for Glass Typo Tip to TrplNN 18' 25' 3T 3i- 1 41- 4S 4S SSw 2f Epe18u 12461 •fi5o wo .65.0 no WSp Soo •65.0 -0n0 .fi5o 80.0 .fi5o BOa .0.0 -W.O •66.0 402 Emem-ile 15961 •55.a A0.0 40.0 d0.0 .fi5o d0.0 .6E0 A0.0 .650 BO.o 05.0 B 13 .fi5o 80B 40.0 d b 31- SIeNaO PaMme, 12994-15963 •65.a FL.O 'no �o •65.0 d0A •65.0 1 Bn0 •65.0 200 K5.0 d O •65.0 -W.0 •6£0 d0.0 Swaest R464-12993 .9.0 410.0 -no 419.0 •650 -00p •65.0 B00 •W.0 40.0 .65.0 d0.0 •65.o d0.0 .650 40.0 E0ue4d. 19.652 •65.0 410.0 •65.o A0.0 no QO,0 •65.0 d¢0 •65.0 d0.0 •fi5.0 d O z65.0 -BOA .C5.0 -BOA Barmaid Pru4ax 159N-1101 •6S0 �.0 •650 EOA KSO d0A •fi50 d0.D •fi5.o da0 .fi5o 20.0 WSA °.A.a •GS.o -0OA 35-Tr Odom Sam 15.131-15.M •650 �80.0 .650 80.0 .fi5o -00.0 K5.0 AWD .65.0 -0OA .65D -00.0 W50 BO.o •85.0 -0OA Cali Site 14,131-WW 1652 Bno •no dOD M 0 dn0 .fi5o d0.0 W50 -W.0 K 13 �.0 -no 20.0 •65.0 - .G Swamsl 12A64. 14.IV •650 B0.0 .65D -80.0 .65.0 80.0 W50 40.0 .fi5o 8 S •i11.0 Bn0 .65.a d0B •65.0 4802 E"Atel 22961 •65.0 I0.0 •6S0 d00 .650 doa •610 d00 .65o - o •no ! 0 •65.0 -BOD .0.0 AOD CaWt Sue 21131.21.90 •65.o b3.0 -S&D d00 •54o aD • O dno .659 do.o .85.0 2no •659.0 -00.0 •65.0 402 Suzaud Pmcver 18.SW-A.130 •65.0 BOA -0.0 Bn0 .650 -000 tno Bop .850 Bao .W.D d0.0 .B5.0 B O .65.0 MA 47 0ma. Sue 16131.10.593 K O MM •650 B00 •BSO 80.0 WS.D 80.0 .650 B00 •65.0 d0.0 •65.0 -0AO .65.0 -N.0 Galve See 15,131-16.130 •65.0 Mo .65.0 B0D •650 Bn0 •6S0 40.0 .6So -00.0 •65.0 80.0 +no -W.o .65A N.0 Culgn 5u9 14.131-15.130 •Hp 10.0 .65.0 An0 •65.0 Bn0 .65D B00 .fi5o d O •65D 20.0 •fi5o - O •0.0 80.0 S.I. 12464•14.13D •fi5o B3.o 165.0 do.0 .65.0 -0o.o W60 80.0 •BSa 40.0 •660 d0.0 *No d0.0 #No da0 E"41te 2a95a •65.o B2o .B.S.o 410.0 .6so Bn0 •6So fA.O .fi5o d o .fi40 d0D .65.0 -Bno .C5.0 -00.0 CMW Sue M131-24.96T H a ffiO .fi5.o dao .fi50 d0.0 .650 m.O +no B10 10.0 2no .6so do.o .6£0 80.0 Stntlatl Part. 20.191•R130 •65.0 4K0 .6Eo d 0 .5s0 d0.0 Ki0 d0.0 •650 Bn0 -0.0 Bno •650 Bno •65.0 ma 47 Q WS@e 19.+31-21.193 •650 80.0 .65.0 B30M •ss.o dG.o .65.0 f80M K50 L0.0 .fis.G Bno •6So 800 tnD B3a CzW Size 16.131-16130 •550 A0.0 .6so -060 •65.0 40..0 K O d0D .BS0 BO.D •65.0 ffiB .fi5o BO.o •65.0 �.a Cumw Size 14.131-16130 •6c0 d0.0 .600 d0.0 .65.0 40.0 .65.0 -00.0 .650 Bn0 •65.0 Ba0 •fi5o d0.0 .65a 4800 ye Sww 12464. 14.130 .65.0 80.0 .65.0 -BOA .65.0 d0.0 .65.0 80.0 -no -0ao .65.0 B0.0 .fi5o d0.0 .fi5.0 d0.0 Epa lle am .65D d00 •65.0 d D .65.o BO.0 •fi5o Ba0 .85.o dao .65.0 d0.0 .fi5o 80.0 .fi5o Baa Cutpo Sue 24.131-2sT16 .65o d0.o .65o -00.0 •65.a Bno ••65.0 �A .fi5o d0o .65.0 d0o .W'.0 4100 .65.0 &I.o IRS S SNtLL EPIOI- 'A.6N-NAM •65.0 BOD +no -no .6s.0 �.a .6so BO.0 .fi5o -000 -0.0 Bno •65.0 -00.0 •65.0 B6a Cult. Siza 'A.131•RB43 .65.0 -00.0 .65.0 dA •fi5o -00.0 .650 -0O.0 .650 Ba0 •65D 80.0 .65.0 80.0 •65.0 d0,0 Fe Sn58 Cutvn Size 19.131•xi I= .fi5o 20.0 .650 m.o •GSo BO.0 .fi5o 80.0 4650 BOa .650 •no .sea �W.0 '00 B6a Oatan Size 18.131•1&130 .65.0 83.0 -0..0 �D w50 BO.o .85.0 Bna .650 410 •63.o d O •65.o d..D •650 mA Uatan size 11131-W.IV -no no -no ie.a •610 do.0 •6s0 BO.0 .CSO Bno •650 Bno -MD 80.0 •6S0 d 0 shermA I2.454-14.130 .65.0 m.0 •n5.0 MO •fi5o 50 do.0 •65.0 d0.0 K.o Bao .fi5o d,0 .W.O mo Egol48a 35964 .65.o B6o WS.o B6a .fi5o fi5o BO.o .650 40.0 .850 Bo.o .65.0 80.0 .65.0 430 Dwtuo sue 0.131-31.983 •65.0 d0.0 .65.0 dn4 .fi5o .sso Bo.O .6i.0 Bno .fi5o Bno .fi5o d0.0 .fi5o m0 sWtivd Pmlex i9.194-z&I:W Mfi.O Bno .65.o m.G K5o •64o BOo .65.D d6o .BSo Bno .fi5o d0o .65.0 �.0 Cuettln Sze 24.131-25T93 •65.D d0.0 •fi5o ffiD .6s0 .6So BO,a •UO Bna KSD 20A .55.D 10.0 .65.0 � O 6T Qatvn slxe MIS,.24.I30 .65.0 -BO.D •65.0 20.0 •fi5o .6M1.o Bo.a .6So ano .6.S.o EO.o •66.0 20.0 .fi5o d1.0 Ces. Sam m131-22130 •650 80.0 .fi5o �.0 .550 .no J�� BO.a .85o A0.0 KS.o - O .nD 80.0 •650 -360 detun Sue I&13I-MIN .fi5o Me 40.0 .°60 .85o .65.o BO.a K 0 ano KSo m.o .No Bno .65.a -758 Cwlae Sam 16131. 16130 .fi5o doa .650 d0.0 .fi5o .6so Bna WSD Baa •6So Bno .fi5o BO.o .fi5o -no swum ❑.194••16IV .0.0 -0op •65.0 -00.D .65.0 +65.o AGO .650 80,0 .660 -BO.0 •fSD -N.T •MD .31.0 EpWllb 3a464 K5.0 80.0 .05o BO.o •65B K B0.0 •650 800 .OSo Bo.a .650 -00.0 .fi5o BO.DClebn Sue 36131.36453 .fi5o -0O.0 •650 -000 .654 •Wp Bn0 .6n0 800 .6s.o -80a .fi5o Bao .65.0 20.DMtge Sue 34.131.36130 .65.0 4GO •fi50 -0O.O .650 K5.0 dn0 .850 d0.4 .fi5.0 BOA .65.o B0.0 -no •39.1 TB Surmad Pmm 30.094-34.130 •na B00 •fi5o �.0 •650 80.0 K5.0 d0.0 .6510 d00 K50 -00.0 W5.0 -80.0 -no -35.8 Gaston Size M131.3G993 .fi5o Bno •no -00.a •65.0 Bn0 •65.0 4O0 .650 -000 •650 -00.0 .65.0 -00.0 .66B •TAB Cialvn Sam 35.111->0.1>D •85,0 -00.0 •6S0 -0Op •fi5o Bno .050 B0.0 KSO d0.0 .85.0 -00.0 •E5.0 -00.0 •64.0 -Rl SJWat 36191•-0B.130 •Gi0 B0.0 .65.0 M.O .fi60 d0.0 •fi5o d0.0 .65.0 40.0 W5.0 80.0 •65.0 -T!] •65.0 -}1.0 E4wNee 42484 •65.0 -0BO .MD d0.0 .650 d0.o -MA BO.o .fi5o d0.0 .6i3O -00.0 -0.0 do.0 -no -SI B4' Cuaw Size 38.131. 42463 •65.o d0.0 .65o 43.0 .no 80.0 .fi5o 'Wo .fi5o BO0 .65.0 d0.0 .65.0 80,0 -00 d4.8 Staitlud Peel. 34.194••35130 .65o 800 .BSA d o K o 411 •850 dn0 K5.0 d0.0 .65.0 80.0 .no -73.7 •0..0 -Ttp -MINIMUM SASH HEIGHT FOR FLANGED W WOOWS IS TP TO TIP HEIGHT-49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEGW1NDOWS IS: BUCK HEIGHT-48.391 MINIMUM SASH HEIGHT FOR FLANGED, RAONS TOP WNDOWS IS:TPTO TP HEIGHT-49.006 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUSTCP WINDOWS IS: BUCK HEIGHT-40.806 GLASS TYPE 1L16'NOM, GL0.5S STACK No 58705 111) TIP TO TIP DIMENSIONS SHOWN FOR INTEGRAL FIN AND EQUAL -LEG 4J AN- ANNEALED Milt FOR RADGWRHTOP WI D W S,FIND SILL WEION YA1JJS T MEOW TOGA MS% IN P 9ABL DESIGN PRESSURE RADIUS SPSF. WNDDT YWLL COMPGN LETELY WWoN. WIN0OW5QE RE UNAFFECTED. - TEMPERED EMPHEARERENGMENEO 4'XLYN MI L`R P.E.A LYNN MILLER, P. P.EB SB3M TABLE4: Design Pressure gi sfRe) for Glass Typos 4-7 Bane Sun b DOI. w GOm Ross,Pap sun HN9nt Pnl TPToTP IM. sYvr N• Eaw k 11454 +00 4100 caU w 1&0m .650 Ea0 91' SMMne Pm 12994.11051 . a 4Ia0 S.Ol tz4N-um Has.o ak0 E,O. 10.B52 no 60k slmaan PkI. 1xW-leas, Mm eao 3asr amass. 15u1-M.941 wx0 40.0 (Leman Sao HA31-Ixl]0 .Sao Oka SARI 114H-14.130 +55.0 two ETyaNIb 21961 .650 E0.0 Lumen sea M13l-Man 4eao 460.0 Slaaaw Pmlaw IaOH-A.1]o Hno 4oao w Gallen Sale 1x1N-loan .510 6k OOIan Sze 15.131-1%130 Hn0 400 amen Slxo 141a1-tal]] +Sao 4ao sbtal 114H-111b Mx0 000 E,uNmRa 246. Mao FIlO DO. Ske M131-2kM Hale . SWEW pa Oc MtH-2115) Mx0 400 4r "t-Sao 16.,a1-20.10 -I aa MO Galan sale 14131-I&IM Mie 4ae COtOm Sae 14.131-1&130 H85a 400 Shalom 124H•14132 1650 43M0 E9ueUt. 2x777 .650 A00 COtoo See H .131-25.TM H650 �O la SMaa PMm A.W-2kI30 M50 810 30Lr G2fanspe A.lal-MHJ Mxo 'Wo Gcl.6he 16131-2a130 405.0 d O Cwl. Sae 16131-Ie,I30 . O mO G. sal DO. 1AnI.10.,M Hake 4m.e smwt 12.4H-,4.IN •eta 4o.e eawlxe 3LW 4e50 ao.o a Spve 2413I-N.HJ 40x0 4k0 SlmoiO P.- 25.3H-niss 4na 40.0 lw Gnn Sala 24.131-25.20 46x0 1 40D as' CO. Sao 22.131-24.I30 .no ana Ml. sna Mvt-MIM Mao aao Gal. sue Levi-MIn .0 40.0 Mt. sae vim.,a,M .o o am slates. m64•-I&IY Hem 40.0 EwOHne 3a4H 4Bm 410 On. sale W131-.1. seta aa0 Ga1.5ne W131-3A1]0 kale A0.0 2S SrvaCnO,. M92a-34.1N 4CSA Aa. Mann see ..131•seeks H50 40.0 Wm. Sala 20.131-30.190 4 o a00 S..t 2&IH'-2a130 .5k 2s.0 Eoukat. 414H MSO 4a0 H' COW 9. W131.42483 HOm 4ska SIWaO Pie+' H.1H'-]a1T Mx0 asks F_511WNOM. GLASS STACK �:-IW HS GLASS lir T11fi NOK 1 GIASSSTACK �0•RVB LIr AN GLASS ]D LIr AN GLA55 n 1lY NOM. GWSS BITE N GLASS TYPE 5 11'NOM .. MALN -A6r P pIR ale•µ GU GN 12`AN GLASS T'n. a IM6'NOM. GLASS STACK Design Pma.u. foral aa.T oD 8.15 ow. Sun Do.wIm , sam.My sea He,IN "'Ta TP 5Y4u 3Y EwOFDa 114H 4 z -t10.0 3v EPeHlte SMakaap x 15.964 12PW-I&M .WD . a .1100 .1100 sewer, Iz464-,2ka .We -I'ka EwOWM ta652 .ako -Ilmo 91v4ve PIww AW-19,a51 ...O -m. 389 amen sale I5.131. 11913 Ma. -like Callan 61ID IA131-15.190 H a -11ae slvtot Tz4N-14.130 .e0.o Hake EwOWM TLW Mao .1100 CO.Ilaln 2kI31-21W] -me .1110 SlatlwO Fro 145H-min Hike .,,as 4r am.sale 16.131+IB.SN H O -110.0 COW SLLo 15.131. 10.120 '80.0 -like M1. sal. +4.131.u1W .eo.o -D o.o a. 124H-14.1n Mao -11ao EO3a14Le m.. Hno .110.0 Ceslwn Sale slwWe PmA mul-N.W3 MN-22.150 Oak MOD Alm. -1+00 4r CO. sale W,3,-.1n Hen. -11n0 Cu OII Sim +691-Ia130 .8aD -1Ik0 Grown Blm W131-I8.130 MOD -tla0 shoust 114H-14.+30 Hn.O 410.0 o Eou % 25.n1 MOD -like g Gm. S. M131-n M H810 -110A P s1aWU PMax 20,04-24.13a H90.0 -110.0 eo&r CwI54e . M131- man 4aak -110.0 Fp COm5e0 141N-M,W 4W0 -1,00 CO.n. le --1a0O0 a . 14n,mw3 -wo S.am tz4H-14.+30 4 o -1100 Ea. 31.1M Mao -liUke MI.SalO 2a.-at9W .m.o -Ilko $ICtnums Nall-29.t30 HMD Slo. Walon sl[e N.191-29.I93 HN.O .1I0.0 -110.0 or M1. sale M131-211M 4W0 4MD MI. Sala M131-Iz130 Has -II0.0 On. sea Inv+-M.130 .sea Also Qulen see 1a 131-Islas H00.0 41a0 shsd�t sea EpYNe aaN Hike 410.0 Coneekee 39.IOI-M4n 4me .110.0 CO. see N.131-]alas Hn0 -+IRO 30• SWtlaOPm 30DN-N.1M -no .11a0 CNbnsss a.191Wonsan +me -1f0.0 COW sae M.1]t-30.130 Hn.O 41M. a. 20.1H•-M130 ,+Me -+100 EgoN4o 414H HWo .110.0 H• aSOruW H.'at -424n 40e.e -110.0 .09P SGL!'_A GLASS *11SS GIAS:ASSASSRELEASS TYPES J F� IL16- VA!o1ST.AIX GSS ST-F_ ILt6•N01 1 GLASS ST LTM �Po M B 5 -6 ® v GLA55 ttPE 10 GL155 STACK .090'bG AIRSPACE VTPGVSS 1M•HS GVSS taYTP GV I'GL, GIASSBITE PIJ ®p GG,LI SSSLASS TYPE 12 I - G IVSSSTACK mi �_ IYtC N09 GLASS ST IUIF NOW GLASS SW jYA90' SG • MI NI MUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT - 49.391 N0. 50]OS r ' MINIMUM SASH HEIGHT FOR INTEGRAL FINµD EQUAL LEG WINDOWS IS:SUCK HEIGHT -48191 MINIMUMSASHHEIGHT FOR FLANGED, RADIUS TOP WNDOM IS: TPTO TIP HEIGHT-49.805 =* MINIM UM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUSTOP WINDOWS IS BUCK HEIGHT-4B.BW 1, O: AXORIDN 'O Is, EN BY\ 11TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1'FROM THE TIP TO TIP DIMENSION IN METABLETOOE'TERMINETHE WINDOW 56E 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NE AVAIIABLE SIZE AN -ANNEALED 311111115 3) FOR RADIUS TOP WINDOWS, FINDTHE SMALLESTWINDOW SIZE IN THE TABLE ABOVE WHICH THE RADUS TOP WINDOW WILL COMPLETELY FIT WITHIN. TP=TEMPERED A LYNN MILLER, PE,4I NNOOM WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITNE DESIGN PRESSURE OF-0 PSF. NEGATNE DESIGN PRESSURES ME UNAFFECTED. HS- REATSTPENGTHENED P.Ce Hies TABLE 6- Anchor QUanB605 Required for 'Through -Frame" Inst. hition usin GIa55 Typi s 1.7 np to TP wmtn IS' 2V ar 3T M IV °T 53.1m- Jamb i Jamb 1: x$ .lamb Jmlr pp as i x ]emb Jame Jamb x .mroKK 1, 00A00A x 6ai Seen DmailXon WGnal Rece S mn16gM Rav(I ¢¢ 2C Ealag. 12461 112 11 112 1 1 2 1 1 2 2 1 2 2 1 2 2 1 3 3 1 2 2 ERmlzita M9511 1 2 1 I 2 1 1 2 1 1 2 R 1 2 2 1 1212 1 2 2 1 2 2 31- Stan Pm ee 1IM9 15.US 2 2 1 3 2 1 2 2 112 2 212 2 2 2 2 2 2 2] 2 2 2 S.i,.1 f11N-IZN] 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 EN,i.U, Lem 2 2 1 2 2 1 2 2 1] x x 2 I R 2 2 2 2]] 2 2] StenOaN PO I&W-19.651 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 x x 2 2 2 2 x 2 2 ]S.YC On. Sue 15.1]t-15.91] 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 112 2 2] Ouslmm See z1.131-15AM 2 2 1 2 2 1 2 1 1 x 2 2 2 2 2 2 2 z 2 x x x 2 2 6nalla]I 12461.11.130 2 2 t 2 2 1 2 2 t x 2 2 2 2 R 2 2 2 2 2 2 2 2 2 E,INto aW 2 2 1 2 2 1 2 2 1 2 2 2 z 2 2 x 2 2 2 2 2 2 2 2 Curt. Site 20131-MISS 3 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 St>ttla6 PreI. 1&OI-MIN 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 IV 0nt. S41 1&131-1&593 2 2 1 2 2 1 2 1 1 2 2 2 x z 2 2 x 2 2 2 2 2 2 2 O t. Sit. 1&131.16.130 2 2 1 2 2 1 2 2 1 3 2 2 212 2 2 z 2 2 3 2 2 2 2 Due. Size 11.131- !So lao 2 2 1 2 2 1 2 R 1 2 2 2 2 2 2 a 1 2 2 2 2 2 2 2 Stcvimt 12a61-H.130 3 x t 3 2 1 3 2 1 3 x 213 2 2 3 2 2 3 2 2 5 R 2 Epi¢Mu N.. x 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Cufbn Sue M1L-20.263 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 6(uNvtl Pmiw 30191-'d.l]0 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 R 2 2 2 2 2 212, <P "t. S.' 1&131 MISS 2 2 1 3 1 1 2 x 1 2 2 212 2 2 2 2 2 2 2 2 2 2 2 Cualmm Sue i&131-10.tb ] 3 1] 3 1 3 R 13 2 2 3 2 2] 2 2] 2 2] 2] Ont. site M131-1&130 J z 1 3 1 1 3 2 1 3 z 213 2 2 3 x 2 3 2 x 3 2 2 SM1mt Ix461-11.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 ENa$ ile 25.2P 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2] 2 2 I I x C.. See 21.91.25.226 2 2 1 2 2 1 2 2 1 x x 2 2 2 2 2 2 2 x 2 2 2 2 2 B SWNa6 Pe> 20rW-21.130 x 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 R 2 2 2 2 2] Cualam Site MI]1 -'RBA1 1 2.2 1 2 R 1 2 2 x 2 2 x 2 2 2 1 x xing Cuslwn 64e 161]1-RVII .1_1 3 3 13 R 1 3 2 1 3 R 2]] 3] 2 R] 1 3 3 3 2 Mimm Sup 1&1]1-1&1]0 ] x 1 3 2 1 3 2 1 3 2 23 2 2 3 2 2] 2 2 3 2 2 Cnlwn Site 11.131-1&1J0 J 2 1 3 3 1 3 3 t] z 3 3 3 3 3 2 2 ] 3 2 3 3 2 Sivlmt MIN -14AW 3 2 1 3 x 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2.3. z i EpwMile ]I.W1 1] 1 2 3 1 2 J 1 2 3 3 3] 1 2 ] R R 3 R R 3 3 Cuamm Site 36131-]1.A13 ] ] 1 3 ] 1 ] ] 1 ] 3 2 ] ] 2 ] ] 2 ] ] 2 J 3 3 56tlaN Pmlov 25.291-26.1]0 ] 2 13 R 13 3 1 3 2 2 3 2 2] 3 2] 2 2 J 3 2 Cwlan Sea 2U31-0.29] 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 &T CWm St. 2IL131-21.130 ] 2 1 3 R 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 "Itti SIN NA31.=I30 3 2 1 3 2 1 3 2 1 ] 2 2 3 2 2 3 2 2 3 2 2 a 2 2 Cualan Be. 1&131-W.IN J 2 11 2 1 3 2 1 3 2 23 2 2] 2 2 3 2 2 3 2 2 omlrn Site 1&N1.16.130 3 2 1] 3 1 3 3 1] 2 3 J 2 2] x 3 J 3 R] 3 3 SIMert 13AN'-WIN 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2< 2 2 1 2 2 1 2 2 EpuWiis NASA 3 3 1 33 1]] 1 3 3 R] 3 2 3 3 2 3 3 2 3 3 2 Cmtan Site ]&131-35.1R1 3 3 1 3 3 1 3 3 1 3 3 2]] 1 2 3 3 2 3 3 2 3 3 1 On. Sue No 131-No IN J] 1 3 J 1 3 3 1] 3 2 3 J 2 3 J 2 J 3 2 3 3 2 ]5' Slsukm6pn*— U.N.-N.IN 3 3 1 3] 1]] 1 3 3 2 3 3 2 3 J 2 3 3 2 3 3 2 Wtun Sl1. 30.191-30.993 3 3 1]] 1]] 1 3 3 23 3 2 3 ] 2 3 3 Cmmm Size 2&tlt-=130 3 3 1] 9 1 ]] 1 3 3 2 3 3 2 3] 2]] ]1SlvMml ID.1N'-28.1]0 1 211 2 I 1 2 1 1 x R 4 1 R 1 2 2 1 2]]E,w 12M % RAN ] z 1 3 1 1] z 1 J 12 31 2 ] 1 2 ] 1 1 2 Cmuvn Size H131 a1461 0 1 1 3 1 1 3 1 1 3 1 2] 1 2 ] 1 2 3 1 1 2 SIaHaNPtoJev 11.191'-3&130 1] 1 9 3 1 1 3 1 1 J R 1 3 2 1 ] 2 1 ] 3 3 .MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIPTOTP HEIGHT-19.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT -66.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TPTOTP HEIGHT-19.606 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT-16.606 ABLE 60 Glass Type De wdpdon (UNid Item Exterior Interior) 1 1n VAN,.090' PVB, IIIV AN 2 1 VIV UG: US' AN CAP, AIRSPACE, IIW AN, .DSW PVB, 11W AN 3 13116' UG: 15' TP CAP, AIRSPACE, 116' AN, .090' PVB, 1l6' AN d I1W HS,.09O PVB, I/B'HS 5 3H6' AN,.090' PVB, 3116' AN 6 13116' UG T16' AN CAP, AIRSPACE, 1S' AN, AS0' PVB, 116-7 7N T MT UG: L16- TP CAP, AIRSPACE, 110' AN..090' PVB, 1/8' AN 1) TIPTO TIP DIMENSIONS SHOWN. FOR INTEGRALFIN AND EOUALLEG WINDOWS, SUBTRACT 1' FROM THE TIP TOTIP DIMENSION IN TiETABIETO DETERMINETHE WINDOW S12E 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WMICH THE RADIUS TOP WINDOW WALL COMPLETELY FIT WITHIN. a) WINDOWS WITH THE LOW SILL OPTION ARE LIMBED TO A MAXIMUM MS RIVE DESIGN PRESSURE OF r65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. O c In It LgN n 3 °lag Q 0 e J G Z O zo Z 11-� 4n Ft W O� S W U In o a ` r IUL I-. Z In i 7 J .mD O t� Z Z J In 0 i F 0 N ® ry W _Z a I>°v5 N LL O Q O g Ro 2 O J U Z = N Q 6 •na 'a..p oP>s ABLE T' Anchor Quantillas Required for "Throu9hFvi Inslatiallon U61n GlaesT e. 8.15 MP le row. le• xY ]l• 3r 41• •V IT 5sur JvnU yg $ i 6 m Jzme K Jme 6 ,tame ti 6 Jamz e $ @ .Nme P z Q d m Jew pY$ s 8 a m Jam. P+ a 6gnpn sewn Deac4n brG.N pbtiMe Gene Hepel Rose, 24• E%ultiM 'ZIM 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 z 3 1 2 2 1 2 2 E,w lib 15.5& t 2 1 1 2 1 12 1 1 2 2 112 211 2 2 1 2 2 1 212 W SWtlaol Per4me IZ994-15.963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 R 212 ] 2 2 3 2 2 2 Stalest MISS w 12eill 2 2 1 2 2 1 x 2 t 2 2 2 2 2 R x 2 x 2 2 2 2 2 2 E,IHlo 11653 2 2 1 z 3 1 x 1 1 2 2 3 2 3 3 2 2 2 2 2 3 3 2 2 SNMv. Pri 15.Wt-IB]51 3 1 1 2 3 1 2 2 1] 2 2 3 22 2 22 2 2 2 2 2 2 35.Ye- ""=Size I5.121-15,&] 2 2 1 2 2 1 2 x 1 2 1 x 2 2 x 2 2 x x 2 2 2 3 x oalwn see 1•.I31-WIN 2 2 1 2 2 1 2 x t 2 x 2 2 2 3 3 2 2 2 2 2 2 2 z 9ro.esl 12.Uz-A.13. 2 3 1 3 R 1 3 x 1 3 R 2 2 x 2 2 3 2 z 2 2 2 2 1 Ey At. 23.WC 3 x 1 2 2 1 11 1 3 1 x 3 22 2]] 2 3 2 2 3 2 IMl.m So. 20.131-M. 2 2 I z 2 1 2 2 1 1 2 2 2 2 2 x 2 2 2 3 2 x 3 x Sand PMex +6.6%.20,13D : 2 1 x 2 I x 2 1 2 2 2 2 2 2 2 2 2: x 2 2 3 2 •V Gutzm so. 16,131. 15.593 2 z 1 x 2+ 2 2 1 2 2 2 2 3 2 z a 3 1 z 2 2 2 3 cwlan Se. 15.131-15.130 2 2 1 2 2 1 2 x 1 2 2 x 2 2 2 2 2 x 2 2 2 2 2 3 Gutun sue 11.131-15.130 2 2 1 2 2 1 2 z 1 1 2 2 2 3 2 3 3 1 x 1 2 2 2 3 Stalest 12•ba-L.1]0 3 3 13 2 1 3 3 1 3 x 3 3 2 2 3 3 3 3 2 2 3 2 3 E.pWila b.SfA 2 2 1 R 2 1 3 3 1 3 3 3 2 3 3 3] a z 9 3 2, 3, 2 Grslmn su. M131 -z•s&3 a z t x z+ i 1 t 1 z z 2 11 x 3 x 111 x 3 x SIaMv. Pmisw 341Bi-Tt.t]0 2 3 1 3 2 1 3 x 1 2 2 2 2 R 3 3 3 3 2 3 3 33 9 •3' Cmlmn su. -A,193 3 3 1 3 2 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 R 33 Q Scc Sie 1-18,130 3 2 1 3 3 1 3 3 1 3 2 2] 2]] 2 2 3 2 2 3 2 3 On1.m Slze 1. 16.1]0 ] 2 1 ] 2 1 3 2 1 3 2 2 3 2 2] 2 2 3 2 3 3 2 3 sMneal -1•.13D 3 2 1 ] 2 1] 1 1 J 2 x 3 2 2 3 2 2 3 2 3 3 2 3 Egws to5.3ii 2 2 1 2 2 1 22 1 1 R 2 R 2 2 2 3 2 2 3 2 2 3 2 Onicm 64e 1 -]5]i8 x 3 1 ]] 1 3 2 1 2 x 3 x 2.2 z] 2 3 3 2 2 3 z g SU PMexa-24.130 2 2 1 2 3 1 1 x 1 2 2 2 2 2 2 2] x z] 2 1 3 ] Dntdn size 1 .30.013 l25.7N-".IW 2 z 1 2 2 1] 2 1 2 2 1 x z 3 2 z x 2 1 2 2 3 3 Fg 505ir Wipe Size -A.1]0 3 2 1 3 2 1 32 1 3 2 2 3 2 2 3 2 x] 3 21 33 met. Sue 1-18.130 3 2 1 ] 3 1 3 2 1 3 2 2 3 2 2 3 2 x 3 2 3 3 2 3 "W Size 1-16.130 3 2 1 3 2 t] 2 1 3 x 2 3 2 2 3 2 2.3 2 3.3. 2 a simtesl a-14.130 3 2 1 3 2 1 3 x 1 3 2 2 3 z 2] 2 x 3 z 3 3 2 3 EewH1e19W 2 3 1 x 3 t 2 3 1 2 3 2 2 3 x 2 3 x z 3 z z• 3 Gelwn Sue 1-31.963 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 3 343 SWNaO PmJee,4-33.IW 3 2 1 3 x 1 3 2 1 9 2 2]] R]] R 3 3 3 3 3 3 Cwlvn Sue 24.1]1-25,I9] ] 3 1 3 x 1 3 2 1 .31 x 3]] 3 3 3 23 3 3 33 3 3Y Cmlan bua P2.1]L'G.1]II 3 2 1 3 3 1 3 1 1 3 2 2] 3 R] 3 1 ]]]]]] Gen. Sue M131-MIM 3 2 1 3 2 1 3 2 1 ] 2 R 3 x 2 3 a 2 3 3 3 3 3 3 Own. Size +6.131-ID.130 ] 2 1 3 3 1 3 x 13 2 2] 3 33 2 23 z] a 3 3 Ci bee 16. A1-13.130 3 2 1 3 2 1 3 1 1 3 2 2 3 2 2 3 2 2• 2 34 2 3 SAMest 13AW-16.130 4 2 142 14 2 1 4 2 2 4 R 2 4 2 R• 23 4 2 3 EAwIJIN 3BAS4 ] 3 1 33 1 3 3 1 3 3 2 a 3 3 3 4 2 3 43 a 4 3 Cusiw blzg 3Qg1 -03,48] 3 3 1 33 1 3 J 13 3 2] 3 1 3 • 2 3 4 3]•] G¢Itm Size 34.131 •]9.1]0 3 3 1] 3 1 ] 3 1 ] 3 23 1 1 3 4 23 4]]• 3 IT StaMa6 Pr.Jew MESA N.130 3 3 1]] 1 3 3 1 3 3 2 3 3 2 3]] 3 4 3 4 4] Wslun size M131 .30.BW ] 3 1]] 1]]+]] 2 3 3 3 3 3 R 4 3 3 4 4 3 Ova.she 28.131-30.130 3 3 1 3 3 1 3 3 1 ] 3 2 3 3 x 4 3 z 4 3 3 4 4 3 Swint 2&194•-2e.+]o 4 x 1 4 2 1 • 2 1 a z x 4 3 x 4 3 2 4 3 3 4 3 3 Egmo43e 42AU 3 4 1 3• 1 3 4 1 3 4 2 3 4 2 3 4 2]• 3 3 5 3 84• Gestate Sue M131-4Z483 3 4 1 3 4 1 ] 4 1] 4 x 9• 2] 4 2 4 4 3 4 5 3 M SIeW Fred. ]11•-03.1I0 4] 1• 3 1 4 ] 1<] 2 l ] x 4 4 3 4• 3 4 4 3 IN:•MINIMUM SASH 112GHTFOR FVWGED WINDCAG IS: TIPTO TIP HEIGHT-49.391 MINIMUM SASH HE INTEGRALFINAND EQUAL LED WNOONIS IS: BUCK HEIGHT-48.391 MINIMUM SASH HEIGHTFOR FLANGED, RADIUS TOP WINDOWS IS:TIPTO TIP HEIGHT-49.006 MINIMUM SASH HEIGHTFOR INTEGRAL FIN AND EQUAL LED. RADIUS TOP WINDOWGIS: BUCKHEIGHT-40.806 TABLE TB: Oil.. Type Description (Listed from Exterior W interior) 8 WW AN..o9O' SO, WIV AN 9 YlW HIS..M' SO, WIV HS 1D 1116'UG: 118'AN GAP. AIRSPACE, var S. .09V Is.va, Hs 11 1116' UG: 119• AN CAP. AIRSPACE, WHY AN, .090' SG, 116" AN 12 111W LIG: VB' TP CAP, A8RSPACE, 1f8• HS, .09W SO, 1lW HS 13 111C LIG: 118-TP CAP, AIRSPACE, WIG' AN, .09P SO, 116' AN 14 1116'LIG:116'ANCAP,AIRSPACE, Ile"HS, .09D'SG, 1I8'MS 15 1116• LK1:116' TP CAP, AIRSPACE, llV HS, ,U90" SG, 1lW HS 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRALFIN AND EQUALIEG WINDOWS, SUBTRACT 1• MOM THETIPTO TIP DIMENSION IN THETABLETO DETERMINE THE WINDOW SDE 2) FOR SIZES NOTSHONJN, ROUNDUP TO THE NEJ(TAVAIIABLE SUE 3) FOR RADIUS TOP WINDOWS, FIND ME SMALLEST6WNDOW SUE IN ME TABLE ABOVE WHICH THE RADIUS TCP W WDOW WILL COMPLETELY FITWRHIOL 4) WINDOWS WITHTHE LOW SILL OPTION ARE LIMITED TO A Nr1KIMUM POSTWE DESIGN PRESSURE OF •65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. m —y O O 00 � Q Ce Z Z Q J O 6 y LL O Z O U W d pd 29 MI Q Y� r0 zia3 '.N Yen n SO Q o Z m u Z U Z W Q 0 _ m & ® g W ZQ F iaays N Q Q O0 Z K 0 2 zz U S Q Q eryJ aa0 1 ua5 INSTALLATION OPTION 1 EDGE ANCHOREDT11ROUGH FRAMEI FRAMEINT02XWOOD FRAME OR BUCKSTRIP. SEE NOTE 2. THIS SHEET. TIP TO TIP HEIGHT 2AMES INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETEICMU. FBEDMEM IDM SHIM EMBE0. T- MENT EWE 4 I DISTANCE Li Val BEE TABLE J `J NO EB, PE NFAD IYPE 3D f 18 TYP.ANCHORTYPE, FIXED EM NTAIID VISIBLE OISII • EDGE DISTANCEPER ' LIGHT bUBTABLED.BEE I HEIGHT TABLED. _ IIF //''�� —J EXTERIOR a EACH END DISTANCE PER SUBSTRATE, SEE TABLE B. a 13 6 UUSE EITHER 1 SWEEP"TLH® MIDSPAN OR 2 BOTTOM LOOKS snSH VISIBLE / LIGHT HEGHT OPTIONAL HI.RISE BILL SHOWN. SEE SHEET IO FOR STANDARDSILL I f NO REQUIREDANCHOIS FLANGEOR FRAME SILLS VERTICAL SECTION B-B FLKEDNSISLE LICHTWIDTH INSTALLATION OPTION 3 ANCHOREDTHROUGHFRAMEANDIX BUCKSTRIP INTO CONCRETEOMU. SEENOTE2,THISSHEET. EMBEDL 1/4•MAK SHIM — 7 SASH VISIBLE 17 ' UGNT WIDTH EDGE DISTANE TIPTOTIPWIDTH EXTERIOR HORIZONTAL SECTION A -A 1/4'MAX. SHIM DADE APPROVED MULLION, FDC COMPLIANT ALUWNUMISTEEL FRAMING OR STEEL S UD. MAYBE VERTICAL OR HORZONTAL SEE SUBSTRATE Z�—PROPERTJES.TMUES. INSTALLATION OPTION 4 ANCHOREDTHROUGH FRAME INTO METAL Anchor Substrate Mn. Edge Mr. Embedment 'stance P.T. Southern Pine (SG-0.55) 9116" 1-318" #12 Steel, Alurdnum 6063-T5 min. 318" 0.063" 18-8 Or 410 SS Screw A36 Steel 318' 0.063' Steel Stud, Gr. 33 rein. 315" 0.045" 18 Ca '410 Concrete (Tin. 3.35 Im) 1' 1-314" 1/4 SS C" 410 Ungrouted CMU, ASTM G90) 2-112" 1-114" teF X P.T. Southern Pine (SG-0.55) 1' 1-3/8' Concrete (rNn. 2.85Imi) 1' 1-3/8' 1!4' Steel Utracon Ungroulad CMU, ASTM G90) 2-1/2' 1-1/4' P.T. Southern Pine SG0.55 1' 1-318' A) MIN.OF 3 THREADS BEYOND THE METALSUSSTRATE. B) USE ONLY FLATHEADANCHORS IN JAMBS. PANIHEXrMT HEADTYPE IS ALLOWABLE FORANCHORS IN THE HEAD. CI LNCROUTED CMU' VALUES MAY BE USED FORGROUIED CMU APPLICATIONS. TYP. ANCHOR TYPE, EMBEDMENTAND VISIBLE LIGHT FORMULAS: (SHOWN FOR HI -FUSE SILL: SEE SHEET B FOR STANDARD SILL) WIDTH ® SASS 9H 4 FII(ED LITE. TIP TO TIP WIDTH -5.12• HEIGHT(EOWLIITEI TIP TO TIP HEIGHTr2. 3.7W HEIGHT(PROMEW) ®FIXED LRE: TIP TO TIP HEIGHTS ♦ 3.70• ®SASH: TIP TO TIP HEGHT2. 11.93' HEIGHT(CUSTOMSASH) ®FIXED LITE: TIP TO TIP HEIGHT -SASH HEIGHT -3.55• QSASH:SASHHEGHT-4.6T NOTES: 1) USE ONLY SUBSTRATE-APPROPRIATEANCHORS LISTED ON TABLE B. FOLLOW EMSEDMENTAND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ONANY SIDE OF THE WINDOW. 2) MASONRYANCHORS MAY BE USED INTO WOOD AS PERTABLE BALLWOOD BUCKS LESS MAN IAXTHICKARE TO BE CONSIDERED IXINSTALLATIONSAX WOOD BUCKSAREOPRONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS DEPICTED AS 2X ARE 1.10 THICK OR GREATER 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WON OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. W z m y o *an U, ry � O F w 0 Q Z aloa 1.pj r0 wo Z S W •- '— U O � /d U m J" hzp N DmD o=o Z z Z LL � = O $ ® u Lu Z O zU to W 1 vs X Q ZILL O o 3 Z 3 S W Q LL wPi vxp aquas No. SB705 :, A.B. INSTALLATION OPTION 1 ANCHOREDTHROUGH FRAME INTO M WOOD FRAME OR BUCKSTRIP. SEE NOTE 2. THIS SHEET. BUCK HEIGHT FIXED VISIBLE LIGHT HEIGHT EXTERIOR a C� EMBE0. I MEW EDGE a jJ� DISTANCE 1M" MAX SHIM =____l__J . SEE TABLE 3 NOTE B. FOR 18 HEADTYPE " TYP.AICHORTYPE, EMBEDMENTAND EDGEDISTANCEPER SUBSTRATE, SEE TABLES. DISTANCE PER SUBST SEE TA 13 83 USE EITHER 1 SWEEP LATCH® MIDSPAN OR 2 BOTTOM LOCKS VISIBLE SASH LIGHT SIG HEIGHT OPTIONALHI-RISE SILL SHOWN. SEE SHEETIDFOR STANDARD SILL Iy Ta.L �•] NO ANCHORS REQUIRED IN FVWGEOR EQUAL -LEG ' FRAME SILLS VERTICAL SECTION B-B INSTALLATION OPTION 2 ANCHOREDTHROUGHFRAME DIRECTLY INTO CONCRETEICMU — EMBEDMENT i- 114-MAX SHIM L. FLXEDVISIBLE I UGHTVADTH INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND IX BUCKST RP INTO CONCREIEICMU. SEE NOTE 2. THIS SHEET. 114'MP%SHIM —� SAS H E UG1 LIGHT WIDTWIDTH BUCKWIDTH EXTEERIOR HORIZONTAL SECTION A -A V �1 �IJ/�— 1/�4'MAX. $HIM fJ II IYI \ DADEAPPROVEOMUWON.FBC INSTALLATION EQUAL OPTION 4 LEWBOX ANCHORED THROUGH FRAME FRAMEINTOMETAL SHOWN Anchor Substrate Mn' Edge Min. Embedlrent Dhince P.T. Southern Pine (SG0.55) 9/16' 1-3r5" #12 Steel, Aluninum, 6063-TS min. &8" 0.063" 18.8 or 410 SS Screw A36 Steel 3•8' 0.063" Steel Stud, Cr. 33 min. 31B" 0.045" 18 Gal Concrete (min. 3.35 Fs) 1' 1-3/4' 1!4 " 410 SS C"410 S! Ungrouted CM1U, (ASTM C-90) 2-1/7 1-1/4' P.T. Southern Pine (SCY0.55) 1' 1-318" Concrete min. 2.851¢i) 1' 1-3/8' 1/4' Steel Utracon Ungrouted CMU, (ASTM "0) 2-10 1-114" P.T. Southern Pine SG0.55 1' 1-3/8' nl USE ONLY NL III ITHEAD TCH IHCM JAMS eVAN/HAlt B)UGEONLYFLRMCM RSINTHE IN JAMBS. PANMEX/FlATHFADTYPE IS ALLOWABLEFOR MU"MBE THE HEAD. C)'UNGROUTED CAD' VALUES MAY BE USED FOR GROUTED LMUAPPLICATIONS. NOTES EMBEDMENT EDGE DISTANCE TYRANCHORTYPE.� EMBEOMENTANO EDGE DISTANCE PER SUBSTRATE.SEE VISIBLE LIGHT FORMULAS: (SHOWN FOR HI -RISE SILL: SEE SHEETS FOR STANDARD SILL) WIDTH ® SASH B FIXED LITE: BUCK WIDTH -4.12- HEIGNT(EQUA-LITE) BUCKHEIGKM-31Y HEIGHT(PROMEN1 ®FIXED UTE: BUCK HEIGHT2 ♦ 4.28- GMBH: BUCK HVGHTQ-11.43- HMGHTICUSTOMSASM GFIXED LITE: BUCK HEIGHT -SASH HEIGHT -2.8S @SMI; SASH HEIGHT -4.W 1) USE ONLY SUBSTRATEAPPROPRIATE ANCHORS LISTED ON TABLE S. FOLLOW EMBEDMENT AND EDGE DISTANCE Mn. ANY INSTALLATION OPTION SHOWN MAY BE USED ON MY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE B. ALL MOD BUCKS LESS THAN 1-1?THICKARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD SUCKS ME OPTIONAL IF UNIT IS INSTALLED DIREMYTO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-12' THICK OR GREATER 1X AND U BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLYTRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECTOFRECORO. 3) WSIBLE LIGHT WIDTH OR HEIGHT IALSO REFERRED TO AS DAYLIGHT OPENWG) IS MEASURED FROM BEADING TO BEADING, Y S of "ay YU' om alc0 N g i¢ 0 O J O LL d m W A m wUd oa OLU^S0 J aKeO p S N Z (7 DLL 0O o Z H W U N Iaays Z W PC O 2 j N Q Q W INSTALLATION DETAILS FOR INTEGRAL FIN FRAMES EDGE DISTANCE F - EMBEDMENT EDGE DISTANCE BUCK HEIGHT I C FNED VISIBLE LIGHT HEIGHT I SASH VISIBLE LIGHT HEIGHT is EXTERIOR IB 42 NOTCH AT"\ EACH ENO TYP.ANCHORTYPE. )EDME141'AN0 EDGE CE PER SUBSTRATE: SEE TABLE 9. (SCREW SHOWN) IM-MAUL EMBEDMENT SHIM I \—TYP.ANCHORTYLE, EMBEDMENTANDEDGE DISTANCE PER SUBSTRATE, SEETABLEB. 1\ UEE EffMER 1 SWEEP LATCH® MIDSPAN OR 2 SOTTOMMLOLOCKS STANDARD SILL SHOWN.SEE 33 PREVIOUS SHEET ro FOR OPTIONAL HI -RISE SILL 1/4'MAX TPBL VERTICAL SECTION D-D 1M'MAKSHIM 1/4- WUL SHUA 1/4'MAx SHIM SABHVISIBLE LIGHT WROTH l FMEDVISIBLE LIGHT WIDTH BUCKWIOTH HORIZONTAL SECTION C-C DARE APPROVED MULLION, FBC —COMPLIANT ALUMINUMSTEEL FRAMING ORSTEELSTUMMAYSEVERTGILOR HORIZONTAL SEE SUBSTRATE PROPERTIES, TABLE B. FIOOR4I2STEEL SELF -DRILLING �SMS (G5), SEETABLE 9. INSTALLATION OPTION 7 ANCHOREDTHROUGH 'INTEGRAL FIN INTO METAL Anchor Substrate Min. Edge Min. Distance Embedment 2-1/2' • .113- Box Nall P.T. So0hem Pine (SG=0.55)- Y1S 2.438 2-1/T x.131' Common Nall P.T. Soohem Pine (SG=0.55) 318' Z438 2-10 x .145 Rooting Nail P.T. SMhem Pine (SG=0.55) 3/8° 2.438 2-10 x .145- Rooting Nall P.T. SMhem Pine (SG=0.55) Orb' 2.438 P.T. SoVlhem Pine (SG=0.55) 1/2' 1.375 or Bi12St 0.125" Aluminum, 606175 min. 511E 0.125 l,18.8atl10S P12 Steel, 410 SS Se er DOW AM Steal Yi6' 0.05 0.045 (18 Ga) Steel Stud, Gr. 33 min. YTS 0.045 A) MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE EDGE DISTANCE TYP.ANCHORTYPE, SEGMENT AND EDGE ER SUBSTRATE, SEE BLES.(NAILSHOWN) VISIBLE LIGHT FORMULAS: (SHOWN FOR STANDARD SILL: SEE SHEETS T OR 8 FOR H4RISE SILL) WIDTH @ SASH 6 FIKED LITE: BUCK WIDTH -4.12- HEIGHT(EOUAL-LTE) BUCKHEIGHTQ-3.23' HEIGHTIPROMEWI QFMED LITE BUCK HEIGHTM.4.28- @SASH:BUCK HEIGHTR-11AT HEIGHT (CUSTOM SASH) OFMED LITE BUCK HEIGHT -SASH HEIGHT - 2.55- @SASH:SASH HEIGHT-4.6r NOTES: 1) USE ONLY SUBSTRATE-APPROPRWTE ANCHORS LISTED ON TABLE B. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTA11ATON OPTION SHOWN MAY BE USED ON ANY SIDE OFTHE WINDOW. 2) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. 2.58C 2ede• --{ 2.84W j_i F l z.we• --1 .o6r — 2.ur � 2.n4' tAer .W2• .06r ,002• 98T OiIH< GRAL FIN FRAME EQUAL. LEG FRAME HEAD OFVJICE FRAMEJAMB FIANGEFRAMEHEAD O OFLANGEFRAMESILL 2.)66• .06r 1.125' ( INTEGRALFINFRAMESILL 1+— 1273• �� .wr .wr ---i 1.30C f — 14 SASH TOP RAIL (S)FIXED MEETING RAIL to H HB TTOMRAIL• 2.341• O EQUAL LEG FRAME SILL to SASH BOTTOM PAI 2.T68• 3.508' .wr OFLANGEFRAMESILL e HLRISE — 3.18r 2.06C —1 a efir 212r 2.T24• 1.12 OIJAMBRA FIN eDEQUALLEGFRAME JAMB 11 INTEGRAL FIN FRAME SILL .HLRISE 1 4.13W 1e EQUAL LEG FRAME SILL HLRISE SILICONE HOT -MELT BU)YL 1 BTRUOTURAL STRUCTURAL Y16•NOM. PoLYISOBITTYIENE 1/4•NOM. W1111 SLLICONE 2.tw' DESICCANT DESAILLANT 1 1235' 1 IXT. GLASS I IXT. GLA55 +-� 1.30C INT. GLASS INT. GLASS )0 KODISPACE<SGTPS )1 SUPERSPACER°N%T" l D SASH BIDE PAIL F� ,Aa6• I IIL._.....___... 1522' +1--y.fi34' 465 -+I � ^"I .BIT 1 .6n• we• I .2 VII�I'1�I-1 .wC ,813• bOr 00r .04r �� 602' .09C •--��—T 19)0' I-^ OTC AID' 1e HEADANCHOR COVEROSASH STOP COVER ®GBEAD r1e iG SNAP BFAD 1e 5/18'LAMI BEAD 2T )/16'LAM BEAD ALUMINUM POLYITTL SOBUENE DESICCANTFILL REINFORCEMENT SEAL 5N6•NOM. ROLLFORMED SILICONESEAL B,DYLB STAINLESS STEEL DESIDCPM FOAM IXT.GVSS IXT.GVSS INT. GL1S5 INT. GLASS ODURASEAL°SPACER 8%L EDGE' SPACER W � N LL w 0 3 N Q ❑ Y n vEI g� a noo m ❑ O JL O n Z z O W V wd U W Ft Q '4N wa Z Z z LL � � O ® mm W W J Z D wavy a Z IFS S Q id N neA 'm.o nuns �``rrr,� LYt✓ r4 ....... NZy� 'r3CENSF'+CIF ` N.. 58705 •P LQ"Al�O�•.• AT F [O. �AAA,`S,!ONAL rC`1`� ` A LYNN WLLQL P.E. P.EPIB TABLE II: s1 ASSEMBLY DETAILS FOR FLANGE FRAMES (OTHER FRAME TYPES SIMRAR). 57 +D HEAD INTERIOR ti 41 JAMB q d NTERIDR JAMB ti FIXED MEETING RAIL SASH BOTTOM RAIL q SASH SIDE 70 JAMB RAIL 7 37 INTERIOR 39 b SILL TABLE Ilk MATERIAL PROPERTIES USED 51 FOR ANCHORAGE CALCULATIONS: NTERIOR b 51 NOTES: 1) ALL CORNERS TO USE GASKETANDIOR SEAWIT. 2) SOME PARTSIOP IONS NOT SHOWN ON DRAWING FOR CLARRY. 1 Bm PGT Parlp Description Material 1 662001 Head, Flange um. 6061T8 2 824017 Head, Integral Fin Alum. 60fi3-T6 3 02d02B Hcetl, Equal -leg Alum. 6001T8 4 824004 Jamb, Flange Alum. 808178 4A Jamb, Flange (Used For Alternate Radius Tap Head) Alum. 6081T52 5 624020 Jamb, Integral Fin Alum. 61%}Tg SA Jamb, Ntegml Fin (Used For AI[emab Radius Top Head) Alum, fi0fi}T52 6 fi24031 Jamb, Equal4ag Alum. fi0fi1Td BA Jamb, Equal4eA (Used! For Allemata Radius Tap Head) Alum. 608}T52 ] 6z4aG2 Sill, Flange Alam.sgs}r6 8 62d078 Sill, Integral Fin Alum. 606}T6 9 624029 Sill, Equal -leg Alum. 6061T6 10 624003 Sill, Hid2ise, Flange AIUm.6W3-76 71 fi24019 Sill, HI -Rise, Integral Fin Alum. 6063-T6 12 624030 Slll, HFRIse, Equal -leg AIum.6W}]6 13 62A006 Sash Tap Rail Alum. WOSA-T6f 14 824005 Fizetl Meeting Ball Alum. 6005A-181 15 624012 Sash Bottom Rail•H4Rise Al.. fil163Te 78 624088 Sash Bottom Rail Alum. fi063-iB R 62400] Sash Side Rall Alum. 60fi}T8 18 624051 Head Anchor Cofer Alum. 80B&T8 79 624015 Sash Slap Alum. 6061T8 25A 624099 IG Bead Alum. 606}TS 258 624011 IS Srmp Bead Alum. 606}75019 2B 824013 5/16' laml Beetling Alum. BOG17B 27 824028 7/16' laml Beetling Alum. fi063T8 30 BTP2N Glazing Bead, Bulb Vinyl brp624023 Vinylas 31 67P2a8 Glazing Bead, Bulb Vinyl kxp8240098 p824011 Vinyl 32 ]24048 Sweep latch (® Top RaiO Cast 71ne 1i B24049 Bottom latch (® $IIO Alum. 806}Tg 34 Setting Block (t/8"%1/2'X4') Neoprene 35A IG Setting Block 1/8"%3/4°X4°) Neoprene 358 ]24014 IG $nap Setting Block Vinyl 38 7240d4 Bottom Rail WeathersMp Extension 37 ]24053 Sill Gasket Polyethylene 36 72005d Sash Top Rail Gasket PNyethylena 39 ]24055 Sash Bottom Rail Gasket Polyethylene 40 72405] Head Gasket Polyethylene 41 724083 Meeting Rail Gasket Polyethylene 42 612280 Sash Bottom Reil Bulb Vinyl Polyethylene 43 Weathersmp..270" z .787", Fin Seal (@ MR) 44 6]S1fiG Weafhemldp, .770" %.270", Fin Seal (Q Sash $Itle Rail) 45 Weathemldp, .170' %.18T, Fin Seal (� Top Sash RaIB d6 vatles Balance with CoterB TO, Rigid Vinyl 51 7B1P5G% p8 %1'PH SM$(Assembly) Stainless Steel 55 7834AA g8 %ir4" Ph. PN SMS (Balance) Stelntess Steel fi3 Alum. Semen with Fiberglass Mesh Vedas ]0 Kommeding Kotlispaca 45G TIPS 71 Guanez Super SpacerNR See Sheet 10 for 72 Ouanez Dumseal $pacer Materials ]3 Cardinal %L Edge Spacer ]d pow 791, 899 or GE ]]W Backbedtlbg Silicone Maledel Min Fr MIrt Fv Steel Screw 92 ksI 120 b1 1BE $cmw 60 kv1 96 kei d105cmw 50 kv1 110 kv1 Elco NtmCOIID d10 SS Elca GemFlex® 155 WI 19.4 kvl 17/kal 1B9.7 ksl 60fi}TS Aluninun 18 hN 22 ksI A3G $reel 36 ka1 SB bi Gr. 335Iee1 SlW 33 WI d5 ksi W z m �Y�nra O � g y y zwm 64 Z -W, n V_ U U d o w � .. n a 0 Z � W � O ®q J w ❑ Zw I..,rs m � ¢ O o Z g F � � to 6 m