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HomeMy WebLinkAboutNOASCANNED BY MIAMI-MDADE,t Li.�cie County MI DARE e DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT 1070 Technology Drive North Venice, FL 34275 MIAMI—DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 vnvw.m iam idade.eov/economy .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 (AIM. 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 "SH-600" Aluminum Single Hung Window- N.I. APPROVAL DOCUMENT: Drawing No. 4032-20, titled "Alum. Single Hung Window, Non -Impact", sheets 1 through 14 of 14, dated 07/04/05, with revision F dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MLSSH,E IMPACT RATING: None. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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 revises NOA No. 15-0519.07 and consists of this page 1 and evidence ages E , E- n 3 well approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. � 6 L NOA No. 16-0714.05 Expiration Date: January 26, 2021 Approval Date: August 18, 2016 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 06-1211.07 and 05-0928.03) 2. Drawing No. 4032-20, titled "Alum. Single Hung Window, Non -Impact", sheets 1 through 14 of 14, dated 07/04/05, with revision F dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXT'M spacer system and XL Edgerm spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11116115, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of Proview aluminum single hung w/integral fin (3/16" temp), prepared by Fenestration Testing Laboratory, Test Report No. FTL-4886, dated 03/16/06, signed and sealed by Eduardo Largaespada, P.E. (Submitted under NOA #06-1211.07) 3. 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) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window w/integral fin (3/16" temp.), prepared by Fenestration Testing Laboratory, Test Report No. FTL-4959, dated 07/19/05, signed and sealed by Eduardo Largaespada, P.E. (Submitted underNOA#05-0928.03) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Water Resistance Test, per FBC, TAS 202-94 3) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window (3/16" arm. IG), prepared by Fenestration Testing Laboratory, Test Report No. FTL-4658, dated 07/15/05, signed and sealed by Eduardo Largaespada, P.E. (Submitted under NOA#05-0928.03) ManueyPeiz, P.E. Product Contr 1 E aminer NOA No.16-0714.05 Expiration Date: January 26, 2021 Approval Date: August 18, 2016 E-1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window (1/8" arm. IG), prepared by Fenestration Testing Laboratory, Test Report No. FTL-4657, dated 07/08/05, signed and sealed by Eduardo Largaespada, P.E. (Submitted underNOA #05-0105.01) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window (1/8" temp. IG), prepared by Fenestration Testing Laboratory, Test Report No. FTL-4656, dated 07/07/05, signed and sealed by Eduardo Largaespada, P.E. (Submitted tinder NOA #05-0105.01) 7. 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) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window (3/16" temp. & 3/16" ann.), prepared by Fenestration Testing Laboratory, Test Report No. FTL-4655, dated 07/08/05, signed and sealed by Eduardo Largaespada, P.E. (Submitted tinderNOA#05-0928.03) 8. 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) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window (1/8" arm. IG), prepared by Fenestration Testing Laboratory, Test Report No. FTL-4654, dated 07/07/05, signed and sealed by Eduardo Largaespada, P.E. (Submitted tinder NOA #05-0105.01) 9. 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) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window (3/16" temp. 3116" arm. & 3/16" ann. IG), prepared by Fenestration Testing Laboratory, Test Report No. FTL-4653, dated 07/07/05, signed and sealed by Eduardo Largaespada, P.E. (Submitted tinder NOA #05-0105.01) Manuel re , P.E. Product Coutro Exa liner NOA No. 1 - 714.05 Expiration Date: January 26, 2021 Approval Date: August 18, 2016 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5'h Edition (2014), dated 05/12/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous N0A#15-0519.07) 2. Glazing complies with ASTM E1300.09 D. QUALITY ASSURANCE I. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition (2014), dated May 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA#15-0519.07) 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted tinder previous NOA#15 0519.07) 3. Proposal No.16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Cbanda, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0519.07, issued to PGT Industries for their Series "SH- 600" Aluminum Single Hung Window - Nd., approved on 07/23/15 and expiring on 01126121. / Manuel erez P.E. (/^ Product Contr 1 Ea iner NOA No. - 714.05 Expiration Date: January 26, 2021 Approval Date: August 18, 2016 E-3 GENERAL NOTES: NON -IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. SMUNG DEMONS: (SEE DETAILS ON SHEET B) AS/IS'PNNEAIEO GLA55 B. Y18'TEMPERED GIASG G1b'ANIgMEDG1ASS DAM'nMPEREDGLASS E ITIV LG.IV ANN&U.ED OURiOARO. MR SPACE, IV ANNEAIEO WBOARD NOA DRAWING MAP F.1Yf6'I.G..1R'TEWEREDd1180ARD,NRSPACE. 19'TEMPERED B:BOPAO SHEET G.1.Y1WLa. 91T ANNEALED OIRBOMO. AIRSPACE, YISYNNENED INB04 U) GENERALNOTES_.... _..... I G NGDETAM1S__2 H INIV1.0, Y15'TEMPERED dI180M). AIRSPACE, 311rITIAPERED INBOARD DESIGNPRESSURES._-JS ELEVATIONS.....__ S I, ISMS' 1.G.. 3115'ANNEAIED OUTBOARD, MR SPACE. IV ANNEALED PIWARD WRT.SECTIONS.......... .. T HORIZSECTIONS__-_T J.INIV I.G., WV TEMPERED OUIBOMD, AIR SPACE. IA'TEBPERFD INBOARD PART IJST._-._.__8 CORNER DETAIL......._ S Z CONFIGURATIONS: -OK (1/1. VIEW AND RADIUS TOP.ALL WILGW OR HIGH SILL OMON) EMRUSIONS........... ....... 8.9 PNCHgUGE..........._...... tO.tA 3.MISSION PRESSURES: SEE TABLES 1 THROUGH S, WEEPS S THROUGH S A NEGATNE DESIGN LOADS BASED ON TESTED PRESSURE AND SLABS TABLES ASTM E 1500. S. POSRNE DESIGNLOADS BASED ON WATERTE9T PNE59UBENN GLASSTABLE$pSTM E I=. C. DESIGN PRESSURES UNDER40 PEP ME NOT APPLICABLE IN MNYIAADE CW MY. C.MWCRAGE:THEM 113%SIIIBM WCREABE HAS NOT SUN MEOW THELIESIGNCFTHISPRODUCT. SEE SHEETS10THROUGH14FORMCHORAGEDETMS. S. WMAI-DME CDUNTYAPM(A`ED SHU LEAS ME REOUWED IN MIFMLGRM ANO WHERE IMPACT RESISTANCE 13 REQUIRED. S FRMIE MD PANEL CORNERS SEALED W TM RABBI= JG NT SEALANT OR GAS�T. 7. REFERENCEEIMST REPORI9 MT 53, PTLK .F1LdB FTLJ .F1LJ65l.FTLJeS9. F URWAND M4SS9. ANSVMSPANDS W FOROODCONSRNCOON ALUMINUMDESIGNIYA WL B SE W ESMODEL DESIGNATION SIIEW. OLSO REFERRED TORS SHMI. B. THIS PRODUCT HAS BEEN DESIGNED 6 TESTED TO COM1 YWRH THE REQUIREMENTS DF THE MONDA BUILDING CODE. WSW0W3 THE HIGH WI-OCRY HUIMC M ZONEQ MZ). LCPm1PLB➢BRICDOE\FBCLMMFLTON ��� .\CFJI::u'. I MdB I.... Oi05 �AI9181W WIffiIDIP :.� � per xmauSx'mA Yu/yyg:m ALUNDUE PE. iX >.v.69 JJ. RQUC smv Nis 1 1C e, lW220 F F FL P.E.BSBTOB 3/1W MONOLITHIC GLASS 19 NIFSf ONYISNINE DORT EREDGUSS 13/16" INSULATED GLASS Xanwitisial aF%TENSOR MIERSM* (P SECf1 ) l' IWNMs G4 s SUE ® aenT paavlWon wurXl >I Nonme9rya$ORfi 6pem6ynem Bwlli T[ 0wea 8ya8psYrtKT1T10tYN BNyI eMb ]i Dom MW6Gv YtleNY ]I Cn�fiYM.Ega I I PEFFREXCE]ESTPEFMI6FlLd)f].®ID!®N �j I�-1I1'PNIIENED ORTEMPERED GtA55 JW MONOLITHIC GLASS snlmr¢. xma.¢LT amvE 61NVCIN4LL SIYWNIYL 6 p YIYNON w.1N30mnnFX YmN WIINYESCJHT pE61LCOM EFt.GV59 EIi.ONt6 IM.0.AR IM.G4A99 O KODISPACE OSUPER 4SG TPS SPACER®N - moawcrxfinsm uuuwuM awa ��ugaEluW PE/raaPCD,Enr wLnsn oEvccnvrnu�RET a=mla lb 4.05 Gmeia sNrrw.a '°'° 1 MrIDLL 6DLL BurvL6 PIXLFQAEn SOKME6ELL cupYan[Ln W ���� 3fMrtE39 91EEL IV/ FML EM. GIIdu EFT.G4A99 �IIIIII///� OOURASEALO OXL EDGE' _ �"�"rl�o SPACER SPACER t 1, 6.x IP'I NlI G� $ � � � � � � � � � � '�• Ti N u< q• � V V W J • 9 W W Y Y W F � O 6� g m @ yy gg gg yy yy%%@@ yy yy gq qq yy gg yy yy Yi ��99 a m � � � � � � � •fi � � � � e ..�i DESIGN PRESSURES BASED ON FLANGE TIP -TO -TIP DIM. (INTEGRAL FIN WINDOWS W/ SAME DLO ARE I• SMALLER) TABLE 2. STANDARD VIEW FLANGE, INTEGRAL FIN AND RADIUS TOP FLANGE WINDOWS EQUIPPED W/HIGH SILL OPTION WII83OW WINWNJHEIGHT WIO]H GLASS WPEful-I' sB ]IB` 44` W 818` 8r ]T ]4` ]8`191A• A.GE,G.1 120.0 +80.0 4M.0 .80.0 -120.0 +80.0 -120.0 +W.0 d&4 451.3 d1.3 + S 49.3 +4T.OMR +00.0 -I20.0 +840 AW.0 +WO 42D.0 +W0 420.0 .WO -102T +80.0 .9&6+W.0AGEGI W.0 +00.0 -1W.O +800 -IM.0 +00.0 420A +W.0 40.8 .46.4 -0 A .444 4 A .42S 42.5B, D, F, H,3 IM.0 +80.0 .120.0 +80.0 -1MD +W.D .1200 .W.0 420.0 .M.0 92.9 +80.0 d&B +800 45.0AC,E,G,1 W.0 480.0 -120.0 +50.0 AMD +800 -IWO +80.0 4800 40.6 44.5 +422 422 +40.0 40.0B, D, F, H J -I W O +W.0 -120.0 +W.0 -1HL0 +WO -120.0 +80 0 4MO +00.0 d41 +SOO d4.4 +W.0 d0.0A -120.0 +W.O -119.0 .80.0 -04.5 +W.0 b3.0 +WO ZOO +M6 iC +422 422 .40.0 40.0B, D, F, H, J -120.0 +W.0 -IM+O +SO.D AMS +W.0 4=0 +WO -120.0 .WO 9 A +000 d ..4 .80.0 40.0arC,G AM2 O +80.0 -120.0 +0OD AMO +W.0 -01&0 4W0 40.0 .NB WS +422 422 .40.0 40.0E,1 .IWO .80.0 -119.0 +W.D -114.0 +W.0 407.0 +BD.0 d.0 .".8 44.8 .422 422 .40.0 40.0 A 480.0 420.0 +W.O -1W.0 +840 90.4 +W.O d S +763 L8.3 +44.6 41.6 +422 422 +40.0 40.0 B. D. F, R J .80.0 .120.0 +W.0 -120.0 +W.0 -Im.0 +w.0 -120.0 +B0.0 -120.0 +W.O d9.1 +80.0 d A +W.0 b0A w• C,G +SOO .120.0 +W.0 4W.0 +W.D -111.2 +W.0 -1028 ♦W.0 40.0 +MB 44.6 +422 422 .40.0 40.0 E. .W0 .120.0 +W.O 407,0 .0.0 -104.0 +W.O 962 +W.O 40.0 ."S 44.6 +422 412 .0.0 40.0 A +W.O -020.0 +W.D 92] +WO d4.5 +80.0 d2] +]0.4 -M.4 +R.B 44.5 +422 422 .40.0 40.0 61• B. D, F. H,J +W.0 -IMO +WD 4W.0 .80.0 -1"0 .8D.0 -120.0 +80.0 42D.0 +WO 49.1 +80.0 dA +80.0 d0.0 GG .W.0 -120.0 +W.D -101.2 .80.0 -9].8 .50.0 49.8 +W.0 d0.0 +b.0 44.5 +422 422 +40.0 40.0 E,I +WD -IWO +80.0 -012 +80.0 At9 .80.0 d9.5 NB.3 -ITS .M.O 4..6 M22 42.2 +4D.0 40.0 A +W.D -117.0 +W.O 492 +T6T d6T N4A A4S +63.0 b.O +MB 44.6 +422 42.2 +40.0 40.0 B,D,FH,J 4w.0 420.0 .W.0 4N2 D IW.O -120.0 +W.O .120.0 +60.0 .114.T +W.D d9d +640 44A +W.0 40.0 w` GG +W.0 -11T.0 +W.0 b8.0 +80.0 d20 +]9.] -79.3 .>0.1 -TOA .40.6 44.6 M22 444 HD.0 40.0 E,I .WO -I SO +W.O 924 +50.0 d1.3 .79.3 -79.9 +T0.1 -M1 +1A6 44.6 +122 422 +w.0 400 A +W.O 4WD .eo.o 94.4 +8&2 d9.2 .ea.a d6s .SO se.> w1.0 41.0 +40.5 40.5 +4D.0 440 B, n, F, H,J +W.0 -120.0 4W.0 -1A.0 +80.0 -1240 +W.0 -1ffi2 +80.0 9&e +W.0 d1.e +W.0 90.8 +W.0 d00 W 1AI` CA +80.0 -103.6 4W.0 d S .T6.3 -T6.3 .692 b92 +W.4 b0.4 N1.0 41.0 +w.5 40.6 +w.0 40.0 E.I +00.0 -Ina .725 -725 .746 d48 .W.2 b9.2 +W.4 d0.4 +41.0 41.0 +w.5 40.5 ; .0 440 GLASS WPES: - AWITANNFALED EIWIT LG,1/T ANNEALED, API SPACE, 1/8`ANNEALEO IlWITLG, WIT AM4EALE. AIR SPACE, IM' ANNEALED B. WIT TEMPERED F.IWIT IS, llr TEMPERED AIR SPAM VWMWERED 11WIT IS. WIT TEMPERED, AIR SPACE I/T]EMPEREO G flPANNFALED G1W16•LO., WIT ANNEALNN ANNEALED, API SPACE, WIT AEALED 0.1//•TEMPERED H.1WIT LG, WIT TEMPERED, All SPACE, WIT TEMPERED �m4fiim, LOW SILL OP ION: WINObNBWIIN I5 Wl31LL OPIIONAflE UWIEDTDA PWRWE DESIGN PRESSURE CH= 4.OPSFGRIANERAS SHONNINTHETANIE ARE U.ECIED. PAOD6CTN6V193) xmNrypNm W iE.W :� H,l/e-n p� ' kn 06 �2TJ21 �1 PrtOm 0 o . � � � � � � m n H $P F f+ p m m m z MO 0 ♦ o% e e o ... o o e o o o o o 0 0 'yy. 0.. o o a o 0 0 0� � O e o o o p-N n . a o o.' 4f o is n j 2 O o 0 0 o e T m o yo4e omv o o o #W Rooee" e %o o ..... 0 0%ol S o 0 0 e s A o 0 o` o. o. o o Ha k o w m y @ a 0 0 0 O 0 . 0 0 0 i%% o 0% S$$%$$ o e 0 0 0 o $g k5 # A 3g S v Fi o JS F rn N C = wove: iowowo�om000eoo eoo ��em n xi 1■. '� �iw II Y r o e m 9 o m gig .... o% o' o o z o o o m o iy a m m m e o o o z o o... % ... it o m o o g �goomm�m4$��u9s3���s�koo:oo� aY4i343c"T m g ti e w �A�0 o000V 1$ m� �w i Z a o N s x m m o ^_ "_ m 9 �• e o m v a p m o o; c MIM Mlp.�DY •�:"-���r cT S:�� o F �a L� e�• wr.•: xH. 531R MAX. FIANGEO MOTH (ALL EL AnON DETARS) 5211a'MAC I.F.WOnI JA ELEVATION OETNLS) 48 WNM. FIXED OLO(ALL) ]S _ — ]S IV I SEE OLO I.F. A A I.F, J IF. THOLE p� HEI SEE OLOTABLE O MEI SEE DO D O y HFI J_ ]S ]S I ]S 16 FLW0E0 FUWGFD L FLANGED XEI HFl JHJOT STABLE '��aTABIE a E4STABIE ' 4a11VN L VEMDLO(A ) DETAILS DETAIL DETAILA VIEW (STANDARD SASH) RADIUS TOP (STANDARD SASH) 91 B E-1 ]E• 11SMNt. SEE HIS EJ HEIFM ] v.0 SEEOLO A lllTL' D ]CMPX TABLE D ]C FLANGED FLANGFO Hp M HEI eROgYT IIEVISm SEE DLOTADLE X j I SOSSH SEE OLOTABLE X SASH BUHmymb "0 °nf°'m HEIGHT HEIGHT �1 ) B E pav DETAIL D DETAIL E VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) `, �Iumlq NOTES: 1, 6EE bHEET]FOR VERIIGL NN NO.G20NTALSECIION OETMS. � _ 2 SEE SHEM I ORCO WH 14FTAR V CH No...UNf 3. SEESHEE FORSTANNDSASH HONA (OETXLSB&. q. SASH HEKaHT9 FOR STANDARD 50.4X WIN0N4310ETNL9 o bC)ME 845EOON AnIRFE OVER MO FCMMT. ryLEVAT/ONS ';' NM+vRn� ALUM. S/NGLEHUNG WINDOW NOMIMPACT xOxgOme.R]1D� WtAy Hnm N� B •id ~Y/o32@0 F 0. LTNNMILLER,P.E: Fx iNW 1L MP.E.R6H)OS VERTICAL DAYLIGHT DPFNMG DETAIL FIXED LITE LOW SILL HIGH SILL q 3q 1? 311tb' B 4159' 411p` C 411/6• D 5251a` 5211118` E fi211C' 52916' SASH DETAIL LGW SILL HIGN SILL A 3112' 343NB' B 2]]/tE ZI tA° C 2TT/1C TI tIB' 0 is are• 1s y4• E IS&B• 15314° TgBLE 6. LRE OR OPENING OUTSIDE OAttIGHT ��. INSIDE — Lz 31 INEIDE 9&10 BAIiLYLE PARTS USED ON MSHS 4D LDS 4 11 7,BOR 17 25 I I aUI81DE MYC FI%EBUTE WDTHTCPEMNG SEC- OTH SECTION A -A a DEA INTEGRAL FIN (I.F.) FRAME SECTIONS 47 As 48 — LOW GILL — — HEAD — — — JAMB BNANLEPp SUSED ON GASHS MD WE 26 2T1P� ��VLTm 60 421 ro- 532WF52ILowPIHISEENOTEABOVE 54 PUnrupp ULTPALIFi 12 any 69 ULTRAIIFT 12 ONLY SECTION GC ALUM. SINGLE HUNG WINUUW NUMMPAUI IM�Perbr A. LYNN IAILLER, P.E. FK yL p. .nMn p6m ilBl/ 1 •14 > 403tA E ELPEOBB115 REM DWGO D6LRIPiION PGL/ 84 1181 H8 X1.000 PH. BUGLETEK ]08X1 65 FOAM TAPE I/4%12-FOR 3N8 fi1412K fib 120E FOPM TAPE IB%t2-FOR 1M fi1308K fiB 4051A SASH BOROM RNL(HIGH SILL) 84051 6B SOSOA FIANGEFRNuE SILL (HIGH SILL) fi4050 ]0 SEX;ONE, DOW 099.995 OR f:0UN. 80 AGLA9S.3N6'ANNEPLED 81 B. GLP55.3N6'TENPERED 02 0.GVS5, 1l4°PNNE4I cn 83 D. GLOSS, IR•TEMPEREO Bfi E.GLASS,13/16'IG;1B°PNNEAIED,NR SPPCE,IB'ANNEMED 8i F.GLASS, 13N8'IG:1B°TEMPERED, AIR SPACE,IB'TEKWERED 88 G.GLASS, 13N8•IG;3N8'PNNf?LED,AB(SPPCE, 3H0•PNNELLED 89 H.GL]35, 13116'IG; 3/18'TESiPERED, NR SPACE 3/18°TEMPERED 90 I. G1A55, tGN 6' IG; 3/18'ANNftALED, AIRSPACE, iB'ANNEALED 91 J.GLASS, 13118'Ma:3/i6'TEM1IPERED,NR SPPLE,IB'TEMPFAED iIw.mmol PGFA 1 4002A FLPNGEFRMEHEPD 61=5 2 1165 08XL000OUAOPN.SMS 781POA 3 4003C RWNGE FRMIE BILL(LOWELL) 812228 5 1626 ADHESNEOPEN CELL FOPAIPPD ]PP01626 e 4D04 FORCE PME1 8122zT T 4025 SPSHSTOPKUN TILT) 612249 8 4WS SFSHMP(EGRESS)1125LONG 612244 9 4029 CALD ELLMUIVXMTBNPNCE 5B' ID 1080 BX.COY ,RIGIONNYL,SB• 6..QR0T5 11 BBX.75OPH.PN.SW T834A4 i2 BP1NiCEBOTRIMBFACKET 714 mKT 13 INS SPSHTOPGWDE.WR 42504 14 402E-1 CPLDWELLUL]RALFTBPIM'CE8T0• 15 /0%1PHILUPSf THEPDS.STL T8XIFPAR 16 106NI .BTOULTRA IIFTEY CECOVER 6BALCVR670 1] 4053 6fSH 5TOP(UL1RA-LIFT) 86053 18 402E-1 SPSHBRICKET TULBRKT iB lT42%12•LG.PH. FH. TMEFS.SM T832%12FPFX 20 1088 SASHTOPGUIOEtt/1V• . 42505R 6L 21 40MC FUED X£EIING RAIL 84054C 23 70080 SASH TP-17 X2 6008 SIR �28T 25 -Tn-s WSTP.: LATCH OBOCK FlN SEM B]S18G 28 4OOa BN£EP LATCH ]1006 2' R 1016 Y0XX25PH.FL.5M5 7658 x0 1=6 5/SNBOTIOMRNLILOA'SILL) 612230 9D 1228 NSTP., ORRALK 6TP248 1 3, 31 4Wa S4iHFIDERNL a12231 34 1280 ON FACEGUNE 42501 AS 3T 1224 ' NMGLA2. BEPD BULB(THICK) 6TP24TW,K , 3a 1xx6 NNYLGVZ aEPD L.LB MINI aTPx46K 47 FRAME, I.F. HEAD 39 40148 GIAONGBEPD.3N881/4.W'OGK 84814 %40T1A 6QUM 40 4048A GLAVNGBEAD,Y1851H.WGRILLW 644842 OFRAME I.F. LOW SILL 46 40a] GWNGBEAG.1L WLG, a40BT 'iS NBT2A 606•YT0 47 40]1A FRON$I.F.HE 64W1 48 dD]2A FRN.£. LR LOW SILL U072 mOWCF6fi`ASFA NYma�450eFbW 49 407M FRM.E.LF.HIGHSILL 54073 outau,e Cah 50 40T4B FROMEIF.JANB 64m4 52 MRS SILL LATCH GRESS)(LOWSILL ]84000 23)� A ,iDZI 53 1088 SPRING, SILL LATCH (EGRESS) ]SPRNG N' 0emeac,m,I 54 BFiO SILL IATCH(EGRESS) MIGHSILQ B740 4.11 SS 1014 SCREEN FRANEMOR.BVER) 61014 O62 56 16" SCREEN CORNERK WIRINGS 71630 57 1631 SCREEN CORNER KEYWOUT RINGS 71631 56 1073 SCREENSPRING TCASP��% 59 1824 SCREEN SPLINE-.135 DNFOMI 61624K - 80 1635 SCREFN SPLINE-.NSUD HMD 61635K 61 SCREEN CLOTH BIBle FRAME I.F. HIGH SILL FRAME :F. JAMR - 63 505 GV3INGCHONNEL(Aaa X.500) 603402 49 iVOTYy A8:4T8 'SD IINIT4B,W&4T8 r' 11MJ�( PAR DETAILS ALUM. SINGLE HUNG WINDOW, NON -IMPACT �� xuW¢0., y4 YNlL Eeoti ALYNN&LER P.E. FJG TFL45 Jl YHAS NF$ 8 .14 rO 4D'$2-2D F FI P. E.tl 53]05 rI—venom { 1.9fi3��= III LL6R-ir1 28i0 O FLANGE FRAME HEAD •aaozn,fiov-Te t Td3 L I.�vfin O FLANGE FRAME SILL ILowI adao3c, 6aesTe R.Tta .O62 1 1-1.513--JIM8 'JI.d90 pdp I�-1A51-{T LJ�1 O FLANGE FRAME JAMB (UfiEDA6 WNIUS TOP HEP➢) OSASfaoR HSTOP .6 Ts 77 SASHiaoSTOP�C_OVER I , osR 21 FU(ED MEETING RAIL 6wsaq 6o631fo-T6Q 23 SASH TOP RAIL NCO6.Wa T6 082 zw6 9M6 `I_z.Tea� By FLANGE FRAME SILL (HIM) KOSOA, B]p-T6 VIEW D-D VIEW E-E (1n 6VIEW HEAD 6 SILL, R IUS MP SIM) (F IIJST PHAAD) FRAME CORNER CONSTRUCTION R.IlB�{ +I 1.1fi5 r —1.4 T� 89 Asz 31 SASH SIDE RAIL IS28 SASH BOTTOM RAIL 0.D)M e4007, sowTs BJ66— 39 GLAZINAD 3/78°OR 1/4° dla6, nTs 5!'� .6JI6a � n�p.:al6. 152 �/D .6ei GLAZING BEAD 13/18° IGr 46 aaa6T. sozTTs 888 / 1 OB SASaaos� 6oeo-r RA1L M�rul 40 GLAZI G o A 311 6 OR 1/4° ID3mrriD 75 - •...,e.. '.. m xup, IL 6gn. REY58o5 y4gu�, s AL SI.7k.I`.E. ydl� HeI! B .!d ��I0.92-ZO F FL ANCHOR SUBSTRATE: OUANTRIES FOR III FLANGED WINDOWS TABLE b. ANCHORAGE NOTES: 1. µCHORTYPES: 1-1/4'F1WTMCONS 2-1/P554 CRETEFLIX 3-F12SM5CPFW5 WmOWkiEf H 28.603 34.603 a0.603 48.fiIX1 52.603 56603 1 64.603 TB.WB p „0a S 0 0'0 O 0 O p -000`Ory g o O 1__ U U _1_ o g _i_ U O _1 o `Orv000`ONO"'O`O.�iO^O`O O 1 p g 1 _ U O _1 ._ U O 1 p g 1 U O _ 1 U O _t_ p g _ 1 .._._ill o U 1 o V 112T p NO�O'Ori000`02FIXLOWIMG g U U _ 0 O 1____JAMas-n1IYM4%FftGMiOPGARNERS p 0 O 0 O N IiOR TYPE: _ OIrtffNSIONS���TME HEA0.1s1?M4%.FROMTOPCORNERs WNDOW WOTN GLASS TYPE 19125 H.J 1 2 1 2 1 2 2 2 1 2 22 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2T2 2 3 2 3 2 2 3 32 3 3 3 9 3 33 3 B'MAY.BEL0WWG,RPIL 31NSTn PERTHEAOIACEMTABIEµCDR WOUFUF LEIMITA OONS2 gH,,J i111 12 1 2 1 2 2 2 1 2 111111 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 11 2 2 242 1 2 2 1 2 2 1 2 22 1 2 2 111sat.-ANOIOIiSNOTREOUeED 2 32 2 2 2 B,D,F,G 1 12/22�223122223222333223334223334223323544+3l1 1_ 1 1 1 1 1111._,_111 1 1 1_ 1_ 1 . .__ 1 1 1 1 1 1 111 1 _ 1 __ 11__1_ 111 _...NOM2��KJ 14.OESIGNP 3 2 2 2 3 313 2I2 3 3 2 2 2 2 2 2 2 2 2 2 2 22 2I2 2 3 2 2 2 3 sREBLOG(SOFTHEAOJACENTTPBIEWRHa MSMEPBF Mp%IMIIMOESIGNPRESSUREWITMTIEOU4NIILYB,O,F,G 118 11B H,J 2 12 1 22 1 322 2 3 1 22 2 23 2 232 1 3 2 23362 2 1 3 2 33 2 35 1 23 2 34 2 3433 1_ 2 3633446 _2 2 1 3344 2 MANCHORSSHOWN IN32.000 OESIGNPR65ATIONS 1HE RE5PGC ES12E µ0 SPACMGLIMDATIONS. OiHERWISETNENA%IMIIM_1 GISSnMISAVAIIABIE. 32323342333232223X 1 2222232232233 _1 11 1 _i 3T.000 PSF f03 119 1f8 F,G, RJ 2 2222223]2333942334342334352334353344453344453444 1 2 3 1 2 2 1 2 2 2 2. 2 2 2 2 2 2 2 1 2 2 1 2 AG,E,I -2 2 2 1 2 2 2 2 2 2 2 3 1 2 3 2 3J3 2 3 4 1 2 3 2 3�d 2 3 6 2 2 3 2 3�4 2 2 3 1 2 3 2 2 3 2 219 1 2 2 1 2 3 _1 2 3 1 2 2 _1 3 3 1 3 4 1 2J2 1 3I3 PS 95 108 I" 1f8 B,D,F,G 2 2 _2 2 2 2 2 2 _2 2 2 2 3 2 2_ 2 2 2 2 2 2 2 2 2 40.000 H,J 2 2 2 2 2 2 9 9 2 3 31� 3 4 2 3 3 4 3 5 3 3 3 4 3 5 373 4 5 3 5 3 3 4 5 6 5 3 3 4 5 9 8 3 4 d 5 TABLE KEY. (OP LMiED) NeoovcisEv�wo y�,s NUW PA4JC PSF f1H e„mm�-092, HEAD 2 v FEFmorB.D,F,G JPNH BELOW MFG. RAL (FULL OF) 1 rI H PD 2 JPb93ABO. 2 3 MFG RAy q F :. aggW gD.E,I 2 T 2 2T2 2 2 2 2 S�9 2 273 3 3 9 2 aid 2 2)3 2 3 4 2 3�4 2 2 3 2 3T4 2 2r4 2 2 3 2 33 2 213 2 2 2 2 273 2 2�3 2 2� 2 313 2 3 4 2 2 2 2 3 3 44.0)0 aoW PS e) m 109 119 B,D,F,G, H,J 2 2 2 2 2 2 2 2 2 2.. 3 3 2 2 3] 2 3 3 3 4 2 3 3 2 3 4 3 3r .2_ 3 3 ..2.. 4 4 3 6 6 2 3 9 3 9f5 3 3 5 .2_. 3 3 2_ 4 5 _ 3 4 5 2_ 3 3 2 4 5 _3_ 4 6 a.. 4 4 _2. 6 5 gD.E,I PSF 2 2 2 )e 2 2 2] 119 2 2 90 2 P 3 f00 2 2 3$ 2 3 ff3 2 3 4 1f9 2 2 2 3 3�4 2 3 1feA9 2 2 2 3 3�4 2 2 3 4 2 3 2 3r3 2 2 3 2 213 2 2I3 2 2 4 2 2 213 3 3 2 3 4 2 213 2 3 4 HJ 2 222222]32333]43334653445463(4415463'4456fi 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 314 3 415 3 517 2 414 3�'' 516 AC,E,I , 2 2 2 2 3 2 2 212 2 2 3 2 2 3 2 2 3 2 314 2 213 2 314 2 314 2 2 3 2 3 4 2 3 4 2 2 3 2 3 3 2 2 4 2 2131 2 3 3 2 2 4 2 213 2 3 3 2 3 4 2 2 3 2 3 4 53.125 PS T2 118 82 90 160 103 118 113 B,D,F,G HJ _3. 2133223332133 2 2 9 2 2 ] 3 343�4363 2 3 3 5344 2 3 5 3 689 2 94 3 540544 3 2 3 54 3, 634 2 3 5fi5T96b 3 2_ 3 6 AC,E,1-222122F2 2 2 2 2 i134I3232I4233I43142)33I4342133: 2 2 2 2 2 2 2 2 2 2 2 3342I33I33�4233)43I5233 2 2 2 2 2 2 2 2 2 I4 P^■T ANCHORAGE SPACING 1/1WINDOWS oµ R ��-�-. ALUM SINGLE HUNG W/NDOW NOANMPACT xGEv<rt1MM1 YMWl�r w AN NTS ]0 1/ e.r d092.20 F '' A. LYNNN MM11fR. •"'^'-�1` P.E. FL P.EA WIGS iJ[ AI. 441g5 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6 WWDOW HEIGHT SUBSTRATE 29.655 1 37.155 44.655 52.155 5B. 6].155 74.655 76.000 ANCHOR TYPE. p ^'-O"Z�ZRO"Z O o s"g O O a O Z s o O"z�zm g O s o 0 0 O�Nz g 0 o Z.O"2�2 s"s"g O o 0 s"g o RO"z—ZmO"z�2R0"2 O o . 0 o O "g s O"g D U �z s WBJDOW WDTH YPE"g PSI 113 119 19.125 B, D. F. RJ 1 11111122222232P22293223233223231133233333232 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0.G.(. GI t 10 1 111 1 tt22222T 1 1 1 1 222222222232222222222222222222 1 1 -1-2 1 1 1 1 1 1 1 1 1 1 1 Ps 90 118 f03 1f9 e, o, F. RJ 1 it11t122222233223243343333243333243333233 1 1 1 1 1 1 1 1 IR-3 111111124.000 a,qE, G.I 1 1111112r22222332232322223r222222222222222222PS 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7 1 1 a 111 A iff 119 B, o. F, RJ 2 t1111123222 1 3_ 2 i 2 Y3323333443354443243443243443243 2 1 2 2 1 2 2 1 2 2 1 1 2_ 132.DD0 h0., 121 tTt 121 222 F. T 323 2T3 323 3 323 3T 3T3 2T2 2r2 212 2T2 2T2 2T2 2T2 2T2 2T2 Ps 59 96 62 86 109 118 37.000 B, D, F. RJ ] 11111122 1 2 2 2 222233 2 2 2 Y33344334445435444336344435444336< 2 2 2 2 3 2 2 2 1 2 2 1 2 2 1 2 AGA 121 t1t 121 222 222 222 323 223 3r 4T 323 424 323 3T3 4�3 3)2 21P 3T2 2T2 2T2 3T2 212 2T2 3T2 PSI 54 89 62 89 1W 113 119 43.0UD S. D, F. RJ 2 11111132212223333]3443344664354443354554354544354 2 2 2 2 2 ] 2 2 3 2 3 3 2 3 2 2 2 2 2 2 2 2 2 hGE,_2 GI III 2 1111222222]] 2 2. 2 2 2 2 33334433431333433322323 2 2 2 2 2 2. 2 2 2 2 2 I3223233223r 2 2 2 2 2 PS 49 B1 5B 91 f19 92 In III Ila 44.000 S. 0, F. RJ 2 11 2 Ill 2 1122222] 3 2 2 3 jig 2 33]]44334455435545 3 3 2 3 3 2 3 3 2 d 36455435456435T4 2 3 2 2 2 2 2 hC E. GI 2 1F1 2 t 111 2 3 2222223333333)4 2 2 2 2 2 2 2 3(33)944334333212339)33233 2 2 2 2 2 2 2 2 2 2 2 333233 2 2 PSI 45 74 51 ]4 f19 84 94 1" to 114 4B.000 B D. F. RC 2 Ill 2 311122222233333344444d 2 3 2 3 3 2 3 1 2 3 _ 4 664455554359554365554364 1 a _ 3 _ 2 3 _ . 3 ..._ _. 2 3 3 2 . _. 3 hC,E, GI 2 1 1 3 1 1 2 111 2 2 2 2 2(2 2 2I2 2 3 3 2 313 2 3 3 2 3I4 2 3 3 2 3 3 2 3 4 2 3 3 2 413 2 3 3 2 2I2 2 3 3 2 3I3 2 3 2 2 319 2 3 3 2 3 2 2 33 PSI 41 62 4s W 110 26 W f18 BT 98 112 53.125 B DF HJ 3 1It 2 11 2 f 3 222332]33333444444654145S55436465d 2 3 d 2 3 4 3] 4 2 3 3 2 3 3 2 366664386 3 3 2 3 hC E. GI 2 11 2 1 1 2 1 1 2 2T2 2 - 2 2 2 2 2 313 2 3 2 2 3 3 2 31d 2 3i3 2 3I3 2 3 4 2 2 3 2 3r 2 313 2 2 2 2 3 3 2 2 2 2 2 2 Im:wu�a. alMa1 1. ANCHOR TYPES: 1-W'SLOG TAPCONS 2-ta•ELCo5S4 CRETE FLEX S-MRSCREW^ 2 FOLLORLOfATONSAREBPSEDQYTHE -1OIMENSIONs: XWEP➢ V20 In -MAX FROM TOP CORNERS JAMBS -1] 1/!M4X FROM TOP CORNERS 15•MNLFROMeOG.RATL HERS 8' WORS LOW Lau.co SILL -ANCHORS NOT RF W IaEO 3 INSTALL PER TNEADJA WTAE EANCHOR OUWNNES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. DESIGN PRESSURE LIMRATONS; EDE BLOG(S OF IHEADUCENT TABLE WIN A VMJ DESIGN ESITNEµ INOIGTEA OF MCMDESIGNINN IN BOLD, ,DU TO ANCHMT OFM'CNOR95HOWS. BOLD,OED. THE CHOR DESINGLWRATIONS. THERESPE,THE MAM AND DESIGN PRESSURE FORTHERESPECENESRE AN GLASS TYPE ISAVAYABLE TABLE KEY.' (DP LR6TED) MAY PEP 111 aoucrnAnsm ,P11...�u,wamanrvam HEAD 3 N�'°^Pm°° OO55 / 9 f B.BABOVE 3 ] —. 'ID2 I4fQ RAL e�P JPNBBELOW b6 MTG. RAL (FULL DP) `' HFAD 2 11E ... -; ,NBABOVE 3 2 WG. RAB- JWCHORQUANTR SABOVEMEETNGRAIL EAD&JAMBS CUSTOMFL/WGEOWINDOWHEIGWMNUSSASHHEMW TGBLEJ. ANCHORAGE NOTES: WNDOWF KRIFMNIR SASH HEIG1-IFFROMTABLE6 I. ANCHORTMES: 1-1/r ELCOTAPCONS SUBSTRATE: 2-11VELCOSMCRETEFI 1].125 I 23m I 20211 33.J64 3H.295 "039 `WS 55.925 ANCHORTTPE: 3-112SCFUPM o o V o 0 o G 0 U D V G D o 0 0 V Z o U D 0 V o IYIIIDOW Gf/SSrvpO 00 `O NpO^per Orpp X O N O`O�m`J H O`O�DOD m O ZO �pZp O f mpOQ 2pp O O WGD1 11pE 5 U U $ U' U SOU O`Orv0D V O`OrvDO S U U 5 U V pO $ U V S V U S U U 2ANCHOR IOCATION5ARE 0lSEDONTXE FOLLOWIING DIMENSIONS FORPBOVEIHEMEETINGPAIL NEPD-10 fR'MAX FPOM COPNEP9 P6F 1 B. t 1_ 1„-,1...1 1_, 1 1, 1 1 1, 1„ 1,. 1,., 1 1 1,,, JIkMBS1]1?MAXFROMTOPCORNERS _4 1 T 2] T 2 3 3 2 _1. 3 0 $ A _-1 4 _1 3 A ,,1 49 _1 5 5 „1,, 4 b t1 VYMPRABOVETXE MEEIINGIWL G _ j _ 2 _ 2 2 2 -1 3 "3 2 3 _ 3 3 4 -d 3 / _d -3 5 4 _ "4 5 IRA 25 3.INSTJLLLPERTHE A➢ NTTABIEAN m 1_ 1 1 1 1 1__;1, t t 1_ 1_.1. t 1 1 f_ 1 1 OUANTINES FORABOVE)HE MEE9NGRWLUSING A0.E.1 1 _T H 1 4 3 -3 T_.,;2. T -3 2 3. 3 3- _.1. 3 .1 3 .1 3 d -1 3 3 4 3 3. 3.. THE OIMFN610NN.cRIRNA OF NOTE2 UOETHE SASXHENSION CRIMRJ WNCTEGE TO PSF 19 f8 1_ t 1 1, 1 1-__1_ 1.__1 1- 1_, _1_ 1-, ,,,5 1 1 t_ .1_ __ 1, 1- CONRETEIHE ANCHOPAGE RECUIREMENIB FOR J fl-f2 2 _1 2 J 2 3 4 3 4 3 4 5 S 5 5 4 A 8 8< 8 CWTCM yIE'NIYINpOV13, G .:.3_._...� _ 1 2 2 _ 3 3 _ 2 3 6 i" 9 d 3 _ 4 _ 5 3 5 5 4 0 _. _ -4 _ 5 VGW 4.AVARABIESASHMGHTSFCRWSTOMV N AC.E,I -_J 1 1.�. 1 _2". 1 -'1. -2- 2 _1 3_ _t_ 2 1 `3 1 4..3 1..1_ `d t d_ 1_ 3.. 1.. 8. _1.. 3 ..3 _ _3.. _5.. b _ 3 ..A_ 1__1 3 3 1 9 M%DCIWSME125W MIN.TowA PSF 1 118 1 18 118 f19 B. p, F, J 2_ -: _1. ! __ 2 _ 2 ___.. 2 3 1..._ 9 3 2.. _1 3 ___ d _ _1.. 4 _2. 5 2_ 8 _1 4 ,2- 8 __,_.l___2_ 6 5 ] 2 B __, 5 2 8' S.DE51GNPRESSURELIMITED: 32.CCG SIMBLOCKSOFTHEAOJACENTTA EWTTHABDID G _... 1 1 1 1 2 - 2 ___ 2 2 2 J ._ 9 2 3 2 4 _. 3 3. ! 2 _. 5 4 5 _ 6 :._ 4 0 _ 5 4 8 5 -..._ 4 5 ITPIICIZFD VALUEPBOVElHFA1.IN01UTE AMPAMUM DE SIGN PSGSSURE WRHTHE OVMI]RY OFpNCNORO ACE.I _2__. 1 _] 1 _ �_.-S _ 1 _2. 2_ _2_ ]- _1 .._ 3 S _ 2 .3 ..3. 2 3 6 1 , 3.. _ 1 T... 1 .._A. 1 _8 7 _. 1 d.. J __ 4 1 _3--3_. 1 - 1 3_ SHOWNIN BOID.WE IOANLHIX23PACING P.F 1 8 9 LIMRATIONS. OTHER B, J ._ 1 __ 1 _ _ 1"2 3 3--2 2 _ ] _2_ 5 2 3 4 2 C z l$ _3_ 2_ _a.� 2 _S. 6 2 6 _2__6 6 6 _$_ 5) _2 2.-5 8 5) _2_ W1SE,TIEM IMUM �.� pE61GNPRE56URE D 1 1 1. 2. 3 _2. ]. .3..-! d.-L....-4 5 4 6 0 -5 0 0 L...B S -4 5- FOR7IiSQEANOGlP53TYPE 1 3 3 2_ 2_ 1 2 2 1.. 2 t 2_ 2 2, _2__ 1-. t__ t 1. AGE.I.2 '� 1 i' .2_-2 _2. 5 ..3- 3- 4 3 .] d 4 9 d..b _1 3 4 J 3 A i _3. C. 4 ISAVNIABBE. PSI 9 84 1f f03 18i 84 Il 0. 8.. 2 2 2 _ 3 3 2_ 2 NJ-1 _ f 1 `2- 2 2 _ 9 _3 3 _ 3- _ 0 __ -d6 6 5 8_ 6-6 9 _2 5] _2 S 5]- 40.[W 2- 2 2 2 3 2 3 2 3 2 9 3 2 2 2 2 2 2 2 D 1 _ '1' .3- -1 .2 3 2 "3" 3 3 4 4 -! 6"5- s 6 6 0 6 4 0 '5 4 8- A0.E,1 - 2 1 2 1 "'1' _ 2 -2 2 -2' 2 3_ 2 3' 3 2 _4 2 3 4. 2 'A 2 3'..5....A..-11 2 2 6- 2 4' 2. -3- 2 '4 2 d' 2 3 2 ! PSI 04 f1 89 1 85 09 2 2 2 3 2 2 S 3 3. 2 3 3 3 2 3 3 2,. NJ V 1 1 2 -1 _2 2 i 3 3 -4 -4 6 5 6 _3 8 _2 5 8 J _3 ] 8 5 _2.. ] d4.W9 PROWRRensFO TABLE NEV: ®�^YMO�MMNuPM D 2 1 2 1 2 2 J 3 5 J 4 2 4 3 d 8 5 2 0 3 5 3_ 6 2 �0 3 S 3 8 2 -6- 2 ) 2 b 2 4 2_ 8 vWdpmb lG-Gl1Q-.o5 AC FJ 1 z '1 z 1 2 2_ 1 2 -2 2 3 2 9 2 -3 2 4 2 6 2 4 _2 A 2 3 z 4 2,. 3 pY 9 z 2 2 2 6 2 4 2 3 z '4 expmaeNa acm:mo.B 2021 (DP LPMIED) PSI 6 8 02 a 0 83 1f0 00 &eJ0[ pgF 113 B' ekP B p F XJ 3 f 2 1 2 1 3 3 2 32 3 3 3 '3 4 s d 4. 3 2 s 3 6 3 6- 2 e 3 B 3 )''-3" 2 T) 3 2 5 3 4SWD 3 3 3 2 2 3 2 3 2 3 2 2 2 _ 2 G 1 i f 2 T 2 3 3 3 4 d 4 _3 5 5 6 8 6 8 8 5" 3 5 ! 8 JM'B ABOVE 2 AgEa 'f 3 _f 1 2 2 2 '3' 3 2 2 3 2_ 3 2 • 2 3 4 2 '4 2 3 2 4 2 4 2 3 2 4 2, 4 _2_ 3 2 4 Y 4 2 3. 2 4 M(G RPb PSI J 3 1 2 1 2 1 3 z 2 2 3 2 3 3 3•4 • ] 4 3 5 2 5 s 9 6 2 6 3 0] 3 Y- 6] 3 J 2 5 3 S (FlA1 DEPJ 51.125 �> FEAD 2 -- G. 1 '1 { 2- 3 2 i 2 i 3 2 3 "3 4• 2 a"'"5 3 d 6 3 0 T -'S- 6 6 2 3 3 2 3 3 -S •_ JM.B ABOVE 4 <= AC.EI 1 9 t 2 23 2 2 2 2 3 2 "3 _2 3! 2 2 3 2 4' 2 4 2 3 2 4 2 A 2 3 2 d 2 4 2 3' 2 A 2 6 2 9 2 4 MTG RA& C( �Ia/IIb f= ANCHORAGE CUSTOM WEWABOVEMTG RAIL " .r' vOnPa..n ST ACUM. SINGLE HUNG WINDOW, NON -IMPACT �� ! NJS 12 . 14 ��d6V-NI F ...... ALVHNMILIEIi,PE. FLP.E.158]W {y(Gj Fem FlL MISS r-"11 MtOM9,RYD� Y1M5 I ANCHOR OUANTRIES BELOWMEETING RAIL (JAMBS). CUSTOM FLANGED WINDOWS BASED ON SASH HEIGHT TABLE&. s sHlaart sLB2TRATB: lzTa I ISM tam 21.T2a 2d.m SamV£ 31.1M ANCFORTYP' WFOOW WDT NAK PSF rypry SSXX fyNp„y 32TT11 }i3if� OAOA E 'ry 3X ¢22.m .14 2 1 2 2 2 2 2 2 2 2 2 R 3 2 2 3 2 3 3 2 3 3. 2 3 -110 2 1 R 2 2 2 2 2 z 2 2 2 2 2 2] 2 2 3 z J 9 23 45. 2 1 1 2 t 2 2 2 2 2 2 2 2 2 2 z 2 2 3 2 2 3 2 2 1A125 AO 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 65 1 1 '1' 1 1 2 1 2 2 2 212 2 2 2 2 2 2 2 2 2 R 2 -5 1 1 1 1 1 1 t 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 AN 2 2 2 NA 2 2 3 2 .2 3 2 9 3 2 3 4 2 3 4 3/ 4 3 4 9t0 2 1 2 2 2 2 3 2 2 9 2 2 3 2] /. 2 3 4 2 9 4 2 3 -95 2 1 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 3 '3 2 3 3 2 3 ,MWJ -30 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 R 3 2 R 3 2 2 L5 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 . 1 1 1 1 1 1 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 -IN NA 2 2 W1 2 NA 3 3 3 3 3 3 A 3 4 5 3 4 5 3 / 5 3 4 -110 2 2 z W 2 2W 3 2 ] 3 3 3 4 3 3 4 3 4 4 3 4 4 3 4 . 2 2 2 NA 2 2 3 2 3 J 2 3 3 2 3 4 2 3 4 3 4 4 3 6 u0.tl 8] 2 1 2 2 2 3 3 2 2] 2] 3 2 9 3 2 3 4 23 d 2 3 ES 2 1 2 R 1 2 2 2 R 3 2 23 2 R> 2 2] 2 2 3 2 2 -50 1 1 1 2 1 1 2 1 2 2 2 2 2 2 2 2 212 2 2 2 2 2 2 -PA NA 2 NA NA 2 NA NA 3 3 4 3 4 6 3 4 5 9 5 5 4 5 5 4 5 410 NA 2 2 NA 1 NA 3 ] 3 4 3 3 4 3 4 6 3 6 5 3 5 5 3 5 h 2 2 2 NA 2 M 3 R 3 9 3 ] 4 3] 4 3 4 6 3 4 5 ] 1 AA00 -60 2 1 2 W1 R 2 3 2 33 2 3 3 3 3 3 3 J 4 3 3 4 3 4 -63 2 1 2. 2 1 2 2 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 0 1 1 1 2 1 2 2 1 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 -I ➢ NA 2 NA NA 2 NA NA 3 Wl 4 3 4 5 3 4 5 3 6 8 4 5 a 4 5 -110 NA 2 INI NA 2 /U NA ] J 4 3 1 5 0 4 5 3 5 5 ] 5 5 1 5 40.M -� -BO 2 2 2 2 3 NA NA 2 2 WI 2 2 3 2 2]] 3 4 3 2 3 9 4 3 3 3] 3 4 4 3 3 4 3 5 4 3 9/ 4 5 4] 3' 5 4 AS 2 R R 2 23 2 2 9 2 J] 3 3 9 2 3 3 3 J 3 _] ] fi0 2 _t 1 1 3 1 R 2 1 3 R 2 2 3 2 3 9 2 3 3 2 33 2 9 -AID NA 2 NA NA NA MA NN 3 NA NA ] 4 5 3 5 a 4 5 & 4 & 6 4 5 -110 NA 2 NA NA z NA W1 3 NN 4 3 4 5 3 4 a J 5 B 4 5 6 4 6 AS NA 2 2 NA NA 3 3 4 3 4 4 3 4 5 3 / 5 3 6 5 3 5 Q(W AO 2 2 R NA 3 2 ] 3 3 3 4 3 3 4 3 4 5 ] 4 5 3 4 ES _ 2 1 2 2 3 2 3] 2 3 3 2 3 3 3 3 4 3 3 4 3 3d211222 23223 23323323323 -120 NM 2 NA M NA 3 W3 NA 4 4 W1 4 5 & 4 6 ] 4 6 ] 5 & -110 NA 2 NA WI NA 3 WlWl 3 / 5 4 5 a 4 5 a 4 6 6 4 a AS2 dD 2 2 f2NA 2 2 NA NA NA NA 3 3 NA 3 4 4 3 3 4 3 4 4 3 3 4 4 5 1 3 3 5 4 6 5 3 3 5 4 6 5 6 3 5 4 -55 2 1 2 2 9 2]] 2 3 3]9 4 3 3 4 3 J 4 9 9 2 1 1 2 2 2 R 3 2 2 3 2 3 3 2 3 3] 3 3 J J-IN NA 2 NA NN WI NA NA NG 4 NA NA d 5 IG 4 6 ] 5 T ] 5r -110 NA 2 NA NA W1 3 NA NA 4 NA NA d 5 Nd 4 8 ] 0 6 ] 451126 A5 W1 2 2 NA NA J NA NA 9-� Nq 2 2 1 NA 3 3 4 3 4 4 3 4 5 9 4 5 3 5 5 3 2 2 3_-2 3 4 2 3 9 3 3 4 3 4 4 3 0 4] -W 2 1 2 2 2 2 J 2 2 9 2 J 3 2 J 3 2 3] 3] 4 3 1. ONCHORTVPES: 1-W ELCOTAFf z - vb• ELCO ssd cRE1E-FLEx 3-612a EWS 2.PNCHORUO IIONSAREBASEDCNTHE FM MM0 DIMENSWNS FOR BELOW THE MEETING RPIL FRDM JAMBa-8•MP%GRAIL 15'0.H FRONBOTTIXACQiNERa SILL-PNCHOR6 NOT REOVIRED USE W RH THE TASLE ON THE PRECEDING PAGE TOCOMPLETEWEM HORAGEREOUIREMEWS FORCUSTW VIEW WINW WS. S SASH 612E&LOCKS OF THE A ACENF TAB]E VATH A BOID RA UCUED •N4• IN T14=M. M EANS RE6PECFNEANCHORANDSUBSTRATE COMSINATIDN IS NOT AVAILABLE FOR THE RESPECTIVE MA%. PSF. TABLE KEY: SV JAM3 BELOW WQ RAIL Pa.,. ..__.... _..._�..�_....._ .._.. ..... ..� ��`n`ium r, mrn� xowuiS R. Yue6118n¢r. F — L. MILLER. PE. ARS 13 +fd �r1[6250 MRE.AWNE NOTES: E%IEMOR INTERIOR 1. FOR CO ION61NM41'SS4 000NTY. USE COUNTY NL HEADAND 6ILLOETAIL) WOOD NOTE (SEE NO"fE 2fl 3) D1/4' WOTH AFP(tORTOO ELCOTAPCIJNS OR I/1.66<CP.ETEFIFX MINIMUM DISTANCE FRIXA MINIMUM DISTANCE FROM 1-Y6•MIN. EOGE CANCRETEAtA^Hg3 OOD CONCNEIEE I6t Ya•. ,k WWDBUtl( (6EE NOTE169) FOR IN CWMY, U6E LSNR 2FOR&I ON6I13110x (SEE NOTE 3) 1'MIN.EDGE METE-FUEX III 66CCRETEFOATOR ESCOMMOi2-1/2'COIMAOIINNL6 (Fi6BT NOUNTED 2(0U))BU -W' FIN7 7ZIN) PFNNY6621NL COATED COMMON NNLS, TYPE I,SMEIB-FIN MWNIED ONLY CONCMB ETEMIN CONCRETE .• 1318-MIN, ip'TAPCON (ME OETNL6 E, F AND G THIS SHEET) 3. W000 BUCKB DEPICTED IN ME SECTIONS ON THIS PAGE AS lx ARE BUGS WHOSE �; AY4'MIN., tM'CREIE-FLEX TOTPLIHICKNESSIS LES6T liI .1x WO SUCKSAHEOPNONALIFUNRGWBE OPTIONAL 1x WO'JDBUCK 19R' fK USTgLLED OW ECTLYTOSOLIDCCNCRE MCMU. WOODBVCKSDEHCTEDAS2x 1IN- THICK OR GREATER INSTALLATION TO THE 6U66TRATE OFWOOD BUCKS TO BE (SEE NOTE 3) ENGMEEREO BY OTHERS OR AS "PROVED BYAUTHORT' HAVING JURISDICTION O.FORATGQIMENTTOALUMINUM:TXEMATEWPLSH SCAMMMUM6TRENGTHOF MINIMUENOLLFISRU•PTPHI 6TRUCTM MBER BE DETAILA SHIM DETAIL TYPICAL FLANGED HEAD ANCHORAGE STW. SRUMI T OfASS TO RTTOHEHPEIUMMIM F�E MNINTHESE DETAILS FORtW0 BUMS. THE ANCHOR SLLBEAV12SHEET MINIM. PACING CWTERIAANE MET. THS REWE FUESHINPESSURES AND MET. BE USESPEcrIVE OESICN PRBssuREspao ANwoRACE SPACINcroarAPcors MAY BE LISFD. 5 ANCHOR6 A9E NOT REOUIREDATTME 6ILL OF FLWGEDUNIT6. .131•DP.MIN 119' 6. FLATHEPOANtl10RG, BUTNO UNITED STEELVS H ,M MAT SOME �MB'L T, MAIEWPLS,IMC NNGBUTMRT SEDTO STEEL EC QUI,THgTCOMEINTO CONTACT HIM _r RUORADTHERUMBIGCARMATERWS9HNLMEETTHE REQUIREMENTS OFTNE 1'MIN.EDGE ROwDABUMINGCODE. WOODANCHOR, �71FNL(SEE MEETING RNL(6EElpTE'11 INTERIOR (ALLJAM1EFUOR 6) EXIJQLtIOR v DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1H- + H W'MINEDGE BMM DETAIL F, (HEAD) FRAME I L,131•DIA MIN S AT CORNER AT pNDS'O.C.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE DETAILG (SILL) Bcvl6m o:.nmLT :usFmm �IG•LYll4.p5 GLTQ) �o FX T/4[6 JJ. 62/NS .RMn� lRn6y Rem. NR. I/ 1( e~ 403Yp F A FYNP.BA SINS �MM71 SCANNED BY 't luCle County DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive, Nokomis, Fl. 34275 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy 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 "SGD-670" Aluminum Sliding Glass Doors w/ 90e & 135a corners -NI APPROVAL DOCUMENT: Drawing No. PGTO128 Rev C, titled "Series 670 Alum SGD-Non-Impact', sheets 1 through 22 of 22, prepared by manufacturer, dated 02-02-14 and last revised on 04/18/17, signed and sealed by Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None: Approved Hurricane Protection devices, complying w/ FBC, as applicable are required. Limitations: 1. Max eight (8) panels configuration unit is allowed, having max nominal panel size not to exceed tested height & width per tables 1 thru 3. See sheets 6 7 and 8 for Design Pressures (DP), glass types, Sill type for Positive DP limits, applicable Standard or Heavy Duty parts and anchorage requirements. See Typ. Installation in sheet 10 for straight configured units, sheet 11 for comer units and sheet 14 for pocketed units. Pockets & Egress requirements to be reviewed by Building official. LABELING: Each unit shall bear a permanent label with the manufacturer's name or Iogo, city, state and 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 revises NOA # 16-0629.03 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. ohhanda,P.E. MIAMI-DARE COUNTY �R • NOA No. 17-0420.09 to Xpi ion Date: April 07, 2020 Approval Date: October 12, 2017 � ba'1� Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files See below) 2. Drawing No. PGTO128 Rev B, titled "Series 670 Alum SGD-Non-Impact", sheets 1 thru 22 of 22, prepared by manufacturer, dated 02-02-14 and last revised on 06/08/16, signed and sealed by Lynn Miller, P.E. B. TESTS 1. REF Test report on 1) Uniform Static Air Pressure 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 Aluminum Sliding Glass Doors (w/ TPS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FT1-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E. 2. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-5979, FTL-5980, FTL- 5994, FTL-6002, FTL-6034 & FTL-6035, dated 08/10/09, all signed & sealed by Julio Gonzales, P.E. (All above test reports submitted under files # 14-0123.11, #11-1018.17/#09-0826.13) 2. Reference Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, 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 (b) and TAS 202-94 Along w/ marked -up drawings and installation diagram of Aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Reports NoFTL-7554, dated 11/01/13, signed & sealed by Marlin D. Brinson, P.E (This file has addendum letter dated 08/14/14 & marked -up drawings dated 08/19/14 & revised interior astragal marked -up Dwgs dated 11-11-13, all issued by Fenestration Testing 3. Additional REF supporting test # FTL 5254, FTL 5980, FTL 5987 and AT172138.01-401-18. 4. Additional, Reference Fixed window test report FTL-7897 (cardinal spacer) per TAS 201, 202 & 203-94, issued by Fenestration Testing lab (Test report submitted under file #15-0430.08). C. CALCULATIONS (submitted under file #14-0123.11) 1. Anchor verification and comparative analysis dated 03118/14, 06/25/14 and last revised on 01/30/15, sheets 1 thru 67, prepared by PGT, signed and sealed by Lynn Miller, P. E. 2. Glazing complies with ASTME-1300-02, -04 & -09. , S�se `. haq I. Chanda, P.E. Y ' Product Control Examiner NOA No. 17-0420.09 Expiration Date: April 07, 2020 Approval Date: October 12, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1 None. F. STATEMENTS (submitted under file #14-0123.11) 1. Statement letter dated 10/08/15 of compliance to FBC 2014 (5ei Edition) and "No financial interest", prepared by PGT, signed & sealed by Lynn Miller, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises # 15-1013.14, expiring April 07, 2020. 2. Test proposal # 16-0125 dated 03/09/16 approved by RER. 3. AAMA's Technical Paper for SGD & Bi-fold doors referenced to FBC 2014 (5v' edition). 4. Test proposal dated 6/4/13 & 08/12/13 approved by Jaime Gascon, P.E. 5. Test proposals No(s) 09-0177, 0177-A, B & C approved by BCCO. 2. New Evidence submitted A. DRAWINGS 1. Drawing No. PGTO128 Rev C, titled "Series 670 Alum SGD-Non-Impact", sheets 1 through 22 of 22, prepared by manufacturer, dated 02-02-14 and last revised on 04/18/17, signed and sealed by Lynn Miller, P.E. B. TESTS 1. None. C. CALCULATIONS I. Anchor verification calculations and structural analysis dated 04/18/17 and last revised on 08109117, complying with FBC-217 (6th Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies with ASTME-1300-02, -04 &-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(51' edition) & FBC 2017(6' Edition) and letter of no financial interest, prepared by PGT, dated 04/18/17, signed and sealed by Lynn Miller, P.E. G. OTHER 1. This NOA revises NOA # 16-0629.03, expiring April 07, 2020. 1st4 ,, 1 • Q-,,A..td-- Ishaq L Chanda, P.E. Product Control Examiner NOA No.17-0420.09 Expiration Date: Apri107, 2020 E-2 Approval Date: October 12, 2017 SERIES 670, NON -IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 90°/135a CORNERS GENERAL NOTES 1)GLU04G TYPE OPTIONS: SEETABLE B. THIS SHEET& GIAZWG DETAILS ON SHEETS 485. 2) DESIGN PRESSURES: A. NEGATIVEDESIGNLOADSBASEDONTESTEDPP WUREANDGLABSTABLESASTME1300, S. POSRNE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El MO. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, AS 3) ANCHORAGE: THE 311/J°6 BIRESS INCRE/SE HAS NOT BEEN USED INTHE DESIGN OFTHIS PRODUCT. MATERNLS.INCLUOWGBWNOTLIMNEDTOSTEELSCREWS,T TLOME IWO CONTACT WITH OTHER DISSIMILAR MATERVlS SHALL MEET THE REQUIREMENTS OFTHE CURRENT FLORIDA BUMMING CODE FOR ANCHORAGE DETAILS SEE SHEETS 6-16. 4) SHUTTERS ARE REQUIRED PER MC REQUIREMENTS, AS APPUUBLE 5) INSTALLATION SCREWS. FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEFLED WDH NARROW JOWTSEALANT. 8)REFERENCES: ELCO ULTRACON, CRETEFlfI(AND AGGREGATOR NOA5, ANSVAF&PA NDS FOR WOOD GUNK I RUCRON AND ADM, ALUMINUM DESIGN MANUAL 7)THIS PRODUCT HAS BEEN DESIGNED &TESTED TO COMPLY WITH THE REQUIREMENTS OF WE CURRENT FLORID& BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZOW HVHZ). &)DOOR SAES MUST BE VERIHEO FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILOWG CODE AS APPLICABLE 9)TEE, ,MM. FTUSM3 .FlL-39T9.M Nso. M-5987. FTL- M. FTLM0 FTLE034. FTL8035. FTL-7554ANDAT 72133.01-140143 .IF, IIFfAII C l . PNFFTS <A S G1a88 TGI D8xdP8DRhKndflan El�doTt FPeOor) YICTEkPEI✓EDGU33 OU VPIFHPEIffD G1A84 GI 1- La. yiC iEMF£SED (iP5$ • YB NR9 PAS • 31B TFIBENFD fiti9 SEA 1'I.D.:IIfiELPFJEDGV33.1?AXBPACE•llYIFIBFAEDGU83 yDE3/STANGARD6V6E6. •]p l <FLORID& 6 0. MG CDOE (FMBLTL 5IH ED= •ASREIbAN9GSAWCN6TtULTG' •MUASRUMDESIGN MNNUT4 MMAIS •usl soo-rz •Wsc B1D10 Ativ 8mP AmMNP Fnm Wmdr W44•b MY'.,, Mwr (,O�.0 6eYJntnlu u.YITNeWx. n31,F116 aC210WIME. nwwf EUH, IFr•mta,Fr+lGk•9 M 6aubvn�PW (sG•6Y) NP fR 1ST P/An MCNmm AT MIC B.04 A18aW 3'+C a� tr.b5xY 6M >T A'16 0.0+TryBGeI IN'Ela /,mIeGW9 5•n WPfvBkY AE b N. 2T1W YV! S ,kyMlPlull FDM BIN i T Jm6I v.I,N HXba3lYl >mmo P r M 6wllpenRm G•0. ASP B W BYB IG[6) CIIkI,WY UAfOebNeM M EeNr°Rm15 IS' W 6'3Yn MmXom ARP V Bbx YH Vt6- C o6P tib5W M. N YIP aM13'Ptr vY Fr<umtmm Fr'13k4 fWITTkY ul mlYm .6sW) r Y AmpIPMN 1YmaBbalX3TM®M P P 1-W' 1N'Eko V.W M Fj lSS W.Fr ITYeI M 6rsnY Mh 265 ) 3-V!' L- fyC 'mxlPtm[ f9MBbY IYRY N kh>i5W 1YY D 1K n859EW-18MY O F� 19A W.F,F IIP.IW XW/SY Ibl[wb 1SY Q 3.1 Janpl PJmk 1. B Hyc.GWt ?t? 6 1-VI• M 9aNsmphe 1' 1ST CIMDEETHEV NIBMgiGRgNOFT1ELUNEVW 3i1FTED XFOR/Y TMIEBTMM 3� A19100. QiW30� aIxLAN6tl0RXEIDTrPEBPPE ORlIGHLE )FtlL 31EEL9N0.9.uIHFu=uN6I.mx R=Pf l(91. OIFlVFD8LDC1[VN.VE9MAYN. •BEUSEGIX IF3LlDMBLD](PWVfA1pN8. NNY p43NV5TeE W41PFlf1FM1£M3MBDTMATAMWM1IIPF DFBTeEA➢SIXIENDBEYOrO PETAL£VASIWR ANCHORNOTES 1)FOR CONCAETE)CMU SUBSTRATEAPPLICATIONS W M AMFDADE COUNTY. USE ONLY MMMI DADE COUNTYAPPROVED ANCHORS. SEE TABLEAON THIS SHEET FOR EMBEDMENT. EDGE DISTANCE AND SUBSTRATE TS-0UIREME WS. 2) FOR OTHER SUBSTRATE APPUCATIONS SEE TABLE A, 3) WOOD BUCKS DEPICTED AS IX ARE LESS THAN I-17THIM FRONKrBEYG® PROPERLY SECURED, IX WOOD BUCKS ARE OPRONAL IF UNIT IS p��•M•fkmu`D'tb INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS Axmo..X.1T�27e pY DEPICTED AS ZX ARE 1-1t THICK OR GREATER IX AND 2X BUCKS MrI,w.Dn•Li��- (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO WE STRUCTURE. BUCK DESIGN AND INSTALLT1ON 15 R4m-4e,a THE RESPONSIBILITYOF THE ENGWEER OR ARCHITECT OF RECORD &TO BE REVIEWED BYTHE SLIMING OFFpNL GENERALNOTES......__._ 1 4IMETAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS EXAMRE CONImi.._2J REWIREMENTS PER CURRENT FLORIDA BUILDING CODE ARIL TO MAUNG DETAILS............ 4.5 BE BEVIEWEO BYTHE AUTHORITY WAVING JURISDICTION. ANCHODESIGN RESS_.__._.._....8-14 5) IF SILL IS TIGHT TO SUBSTRATE. GROW OR OTHER MATERIAL IS DESIGN ALL DETAU.RES_.....Bd NOT REQUIRED.IFUSm, NONSHRINK,NOILMETAWCGROUT, pV1 np INSTATIONS KS..........._12-14 MAIL VY THICK &348D PSI ANN,(DON E BY OTHERS) MUST NLLY JAaO..•••••... ELEVATIONS .....................17 SIAPORT WE ENTIRE LENGTH OF THE SLLLTHAT IS NOT TIGHT TO PANEL/SILLTYPES....-17 THE SUBSTRATE. AND TRANSFER SHGR LOAD TO SUBSTRATE IF CROSS SECTIONS......_.._18.18 L;31 Na38T69 SUBSTRATE IS WOOD, 309 FELT PAPER OR MASTIC 15 REQUIRED PARTS LIST ........:.::.......:..: 20 BEIYIEEN THE GROUTANO WOOD SUBSTRATE, OR ASAPPROVED =p EXR3115pN5............._... Z1.22 BYTIEAUTHORITY KNOW JURISDICTION. EXAMPLE CONFIGURATIONS NA UNRYnDTH NOM.PANELWIDTH PER TABLE513 rwX ulurt HEIGHT PERTABIESI3 / rtv[T NON. PE HE PER NW.PANEL WIDTH PERTABLESI3 &PANEL CONFIGURATIONS nMOL UNrtvnorx NON.P PE MN NF PERT, NON. PE S$C3 $Yq B HE CONHGURAnONS NOTES: 1) ALL CONFIGURATIONS SHO W N AAE NSO AVAI W BlE AS POCKET GONFlGURAnONS AT ERHER OR BOTH JAMB MAXUNITWNTH LOCATIONS USING DETALLW. W.•KWOR' INSTALLATION. EKANPLE: FPAN EL )L DO(IN PO CKET (p) CONFIGU RATION CAN BE p%TlOtp. pl0 W (OR TXOIXp.OW w POCJQ:T CONFIGURATION CAN BE OW, 2)W& 13Y CORNER CONRGURAnONS CAN BE A COWMMN OFANT25 GHTCONFIGURATWNS. $$' 3) FOR NON. PANEL WIOtH. SEE TABLES I3. �gW-OPERABLEPANFI •0• c INOPERABLE PANEL. y PoCkT I 0 p'FocNET f—DETNLIETTEN .:e.IcWOOOETAINSTA TON oNCEwsTuunn 1`SHEETNUMBER !I- PANEL GURATIONS [ucaNmt® M UNHWIDTH WIDTH a NOK PANEL WIDTH-T HEIGHT a GOOR UNR H E W HT-10.125- EL HEIGHT - DOOR UNIT HEIGHT-1.B80• 3Y35 TIONS MAX HEIGHT PER TA&EB t3 2 •2 22 IMM28 W. a,, EXAMPLE CONFIGURATIONS MAXTESTEDUNITWOTH= 05671147®98'14EIGHT 3O 114'@12 14EIG14T NO PER PANEL WIDTH PERTABIEG 14 MAIL UNR HEIGHT. BB'OR 120' Mq%UNR WIDTH NOM.PAfIFLWIOTH PERTABls13 MAX UNrt HEIGH PERTPBIIEG ti J� NOM. PAIIEL WIDTFI PERTABLES 13 MAX UNIT PER 7-PANEL CONFIGURATIONS OR.VII/!NI CONFIGURATIONS NOTES: 1)ALL CONFIGUILI NU SHOWN ME ALSO AVAIIABLEM POCKET CONRISMATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETXL W.'Jt. XW OR 1 INSTAU =R IXAMRE: MANEL% INPOCIO:T(P)CONRGURATIONCMBE p)000(ppK OR)IX10(P.OWNPOCKETCONRGMATION cm BSO)OIXP. 3)90' A 105' CARNERCONFIGURATIONS LAN BEACOMINMTION OF ANV 9 STRNGMCONFIGURATIONS 3) F OR NOM PANEL W IOTX. SEE TPBLES t 3. q• v INOPERABLE PANEL q'=POCIQT �W=9 ODOR W =WOOD O E INST MSTION ® 'C=CbNCREIE INSTAIUITION --SHEET NUMBER DLOW9)TH=NOM.pA WIDTH-T DLO HEIGHT-DOORMIT HEIGHT-10AW PANEL HEIGHT- DOOR MIT HEIGHT -1.BW N..6 GLAZING DETAILS (G1 & G1A) WIVTGL S Fnrarta az a L4' NOM GIASS GrtE re F ROR M 3116 TEMPERED GLASS, TYPE GI 1/<'TGlA55 - .RONYC7Bp)� M mROy�10 rYIYW rEgp EOon CY �- (G�s R IW TEMPERED GLASS, TYPE GIA ` �Pl1��rULFN9p ,'il/ GGN NGNO� '�yp,�y�py7/e _ GLAZING OETA/LS •.... numr® cart swmr® SERIES 670 ALUM. SGO-NON-IMPACT "/rNirrrrl`t`� n anr77 � w cvr«uwmRc. A ml�� azmo Nis 1 •Tt P07UI38 C aueery GLAZING DETAILS (G2 & G2A) t' NOM. Y1ETG4 S W NR SPAT£ Y18'TGLASS as n a GLALNG NOTES: T-TEMPERED Ya'NOM. KODISPACE SUPER Goss �4SG TPS �SPACERONXrn ertB ss nwMwue Ft]IffoNfFIdENT P0.YA50. BE6ICGMF6LPBE4 1' I.G. GLASS TYPE G2 deln>=NB y�P �. tll6'HBM. 6FP1 BYMB $WCIXIE6EY LESIfFh`R FOLLltlLIED �y srmasss ssm x. aA6s 1'NOM. Bxr. taws A _ wF.euss INr.Gus6 tasG /� DURASEAL® XL EDGE"' l✓ SPACER SPACER 1P NGM GLASS BIiE V I.G. GLASS TYPE G?A PartO lies pdo Mamdd t- .--..I--AIPG,mff.,1m 10 Gomm Sgatsp.- —Nd Melt BuM Sae NV SMlb ina.. M..d Mc M. IV Cadnd ll Etlpa Spset P6F6P� tBsr PauBrs: Fn.atn, ease a mrB No, y py D.*. Pf ...(OP)Bnd AncMrOnnfi6eB Rp NN,(fm J!pmnd cmfMumftm m She 2&2) BV BmmnM1dttl Btivq mDTaIS m�vub.®aM N Ttll gpbbB'IGlnapyON wN>yr !e 61 W/.hv/ Iryv aban Bet1. abBbl•)IF BrybOnamey Teb11A ! B A B 0 .a B C� G 0.+AanaO Gm 0 e Peusm .mB -vn} o em Tr warm u•I ua u•1 u.1 u•1 •I u u•I u�/cxi G.1 ua un/ue .1 N, GO yn B 10 BIG 0 B B 0 PivA e•> •e w x B B w }•B pmOw •m�1 •mB/amz wao/uz •]a+res/ui s X�t51 u.1 U•1 G u. . . un .1 u.l fMl u.1 u• U .1 u.1 .I Q 0.0 0 B 10 BI BI 0 IG PCYi •B 1•B ]b x0 •B V •m B/ma •O.5/m! B/m .Herne 2 cC uur ua s m au Bre p�a1ivvvY ] }a 1 haBe »9 aaa •mB i/ffiBe i .»MBB /a•eBa .ne/]t0 •6[B/Ata SS IM5p G• n Gn G•l Un G• n Un Gn Un U•1 •1 fM1 U•1 eMl • Pv ND B B B 10 B ee eB e eB] bl b] B•I xB •B ] NB 1•e ]•B )•B •ao/urz •b BI' �I •} n n 010 U4 3 fMt LH3 4n GN3 V} Gn Gn G•} ®, YD 0} B 0 B 8 b} »B ]•B ]• a ]•B N i•0 I•B M1WnPieafuB •R!/JLS MA/d]a KI.O/dl qA]/ll) Br 11mse u•z u.z u.} un un n u•x ua un un 3 u•z u•z un G. LLO 8n0 10 B 0 B B B N • 0 B P 1 M ] hT 0 i M •B ]•0 »B Aama •G3f/�1 � KBO/C} •e).e/d)B KQ6/!rt1 F IWY50 4n Un G•3 u• n G✓1 G✓[ Un G✓[ } G✓3 G•} Gn � ND 1 B B3 B m B B G] HI I.0 N x0 ] ]M ]•B IM 1.0 }•B 1•B FOR EXAMPLE ON USING TABLE. SFE SRFET T. IXA WIDTN= NOM.PANEL WIDTH-r OLO HEIGHT=00OR UNITHEIGHT-10.1W PANEL MfIGM= DOOR lMR HEIGHT-1.B6T NBX (.) DP m RBLLp) OH LENGTH Pmaw, pl t2 aw robi OH RATIO ON 1ENGTH Q¢ . ae BT OHNEIGHT ? EI ON RAT1021 m.o o E W.o SEE NOTE D NOTES: 1) POSRWE PRESSURES IN TABLE t ARE BASED ON THE ME OFTNE e' SILL 2) WHEN USING THE 2-in' SILL, POSNWE WATER DP IS 4667 PSF MAX WHEN USING THE 31IB'SILL MERWE WATER DP IS 60.0 PSF MAX WREN USING THE TSDL, PDSITNE WATER DP IS SD.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TTBIE 1A S) C. 3-114-AND 2-W SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-Im SILL I9 NOTANO MUSF ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAYBE USED WHEN TUIMING IS EISBE DJ CENT OVERHANG CO WNDTRWITH THE CAREEN RORmA BUILDING CODE (SEEADJACENTDIAGRAML Rp9 CONDRION IS NOT RATED FOR WATER INFILTMnON. B)SEE SHEETS I N14 FORANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. E)DOOR SIZE REQUIRED. 6)JAB6 MONDRS ARE SPECIFIED AS THE TOTAL QUANTITY. DMDE BY FOR PAIRS TO BE INSTALLED. In@tlM Fdmk InyNe®hm0 Shalpht0.tOtgd� Antm6Y le[btllap SUndaNSWe 9T Aatrapl A1aemH/ luabti@® 9PARa�I Li6'A1Vagal 0.Mmbly lubtlle® a35'0.sy§N SUn0iN5Bles SGMakStik SUMaNSNe SGn0aN5We Nearyduryitlle Heary��duTTry��S--ullle�� NtarydurySW Mea'ary�du'ry�5al�b{ 'amI d.�a�N'S}�NQ�e� SImEa •--a e_l__1A OUGI 4dde (mM ComUer G�� J—{J PMPEOIYfI PaRl69 PaR660 PMNOISCIeI PM tl611A5Vtpl) Perti66 Parti611Sh1e1 VaRtl1101Cmrcr 0.ecelrer) P P1t91�) PM1133OIBi.i PMO61N4It1 Po 01&932 UuB.&fae Mouml Gart P61 fIXI.6.11/II{R6B NTSJ S -= I P=1A No.'m ouo�!uoo�uo�o— uo--s-000-- 000� ©®®©©®©©©®la31LSICIm©C•.aD mooumuoomuoom000mmmmmmmmmmmmmmmm ®®®©[-9 ®©®C"..9©C'9®LDI©©©[�®®© Ivmmmmmmmmmmmmmmmmmmmmmmmm®�®®®®�� - mmmmcvmmmL�.m�mmmmenllr-.yD� mmoommuommoommoummmmmmmmmmmmmmmm mr-.m[.9 mmmmmrvL=amm�ul�l�mm ommmmmmmmmmmmmmmmmmL :wmmmmm�c�l�®®rwcuJl�i mmoommoommoommuommmmmmmmmmmmmmmm . .FImAIL'.tl mm.mC�l mm mr:9C-nICilmmmmm G'9mmmL:SlLaitmm mmmm mmmm m©mm m mmmmmmmmmmm �i��®®Iwksi� • ®m®©mea2mc-almmmmm ommoummuommoommoommmmmmmmmmmmmmmm mm©mmmmmmmmmmmmm Lamm® ommmmmmmmlrnmmmmmmvmmmmmmmm��®®l�l��m m��®fir•®©�t� • m©mm�.ummmmmmmmc9mmmrummmmmmmmmm®®mmm ommuommuummuummuo,mmmmmmmmmmmmmmmm mmmmmmmmmmmmmmmmlommmmmmm�������m om000muoom000m000 ommmmmmmmmmmmmmmm ON SHEET9 THE FOILOWWG STILE &ASTRAGAL TYPES SNALL SE USED FORTABIE 3, SEE s1�Efs 216 u wnvnnl ulm[rvalt/na.uvuaneera iea is rvnnmcme�. uei.uie. IM Nle@ Ntdrla% PJiwk IubWe®Iamb StraISMASRagal AsemEry lul¢We@ StralgM1t AstragN 9p'ASVaBaI AStPmEN Io wv 9Y/3laapl 135-Asbagal Assembly 135-ASPagal Hea MSM6 HP] MShce Hea ItYMlle Hea"M5Ne XeavydNYSNe Heav/lurylWe Neev/EurySWe XeaR0u1Y5[ile NearydeN5tl4 StanNNARn2al G`t MoT 11 pypyp � m B�L.Tk��p-TL' �� IauMe Wmv'11 �� paRi61 (a2) Pazt661 PaRKrl PN W115tl4) pdRp6T (ASVdgdl) Paat ml PaRO6115Ne) PaR011g(W r pdrtC1191LLIJ paRC1l011rt) P.Nl(SIIIP) 4M1 1132 Pam Ri18F32 PMD6l RPRkeI) (CPm Pnaua, pl IX WBJTH- NOM. PANEL'MGTH-T DLO HEIGM= DMR UNITHEIGHT-10.126- PANELHEIGHT- DOORUNR HEIGHT-1.866- y�gyN&M1llda ayY�Yrvrr'_y�1c30 • �(A - WaI NOTES: H PO.SRNE PRESSURES W TABLE 2ARE B4 M ON THE USE OFTHE 4-BILL - 2)WHENUSINGTHE2-12SILL,PoSR WATERDPIS48.BTMFMAXWHENUSINGTHE1IICSIIL.MSRNEWATERDPISW.0PSFNAX WMNUSNGTHE6-SILL,POSOIYEWAT MIS90.OPSFMAX(NEGATWEPRES.UNGHANGED).SEETMWL OHIENGIH 3)e.3lle D2-12SILLMGHESARETESTEDFORWATERINMMTIONWHEREASTHE1-IZ& ISNWT MUSTOMYMUSED WHEREWATERRESIGTANLE IS NOTREQUIRED. MAX MSITWE DESIGN PRESSURES SHOWNINTABLE 2 MAY BE USED WHENTNE DOOR IS PROTECTED BY AN OVERHANG QOMPLYWG WITH THE CURRENT FOE (SEE ADJACENT GIAGFAMY. MIS CONDT110NI5 NOT MTEO FOR ryJ' g% ON MTIOx1 �na4�•�'oa-µ WATERINRLTRAMON. 4)SEESH MlT 14FORMN OMGESPAGNG,EOGEDISTMCEA2JDEMBEDNEMINFOWJATION O REQUIREMENTS WHEN REQUIRED. LENGTH S SI N. M., ; 6)DOOR SRE TO COMELY WITH CURRENT FRO EGRESS OHMTIO=ON 0)JAMB MOHORBARE SPEGFlEDASTHE TOTAL QUW", DIVIDE BY 2 FOR PARSTO BE INSTALLED. OH HEIGHT BEE NOTE3 P'Tl �.rrwWArma A L'RNHaI£R RE P. I N Dealgn MNUM(DP) and MchorOuaMlleB ReyuheB,(BTWMa,Ya6 FwwnlwepgJemMn0emtW¢rlaSwnmuiY.0 coMSumdone an Sh"2& 3) MM tt SIB HeIDMto Ma3.(*)UP (WaIpr WEI&Jo Patltq) T Be 6141.YlomlhPkaMn b1w..aaP)OPwq We 6mlmgretlz st OxY`t W U W SBI Nser14 B'texm BpXUe SMI I]) Pna..,f Un Fwn-t-lrr lom-alrr nom3 F.�¢BAT A e c a A e c p A a c D A e c D xf it GD MCAImt-Sur ILgll-P .®A • WA Xu1601� ua G•1 ua u.r u•1 ua u.l ua u.1 ua uN u.1 u.1 ua G• u.r ymE Ip B B 10 B B B 1p e e a tp 0 0 B PJ a NB ]•e ]M we ]•9 ]e he ]M 1•e hB ]•B ]•0 1•B ]•e 1a ]•B BEE NOTES ITT NOTES: $ 9' LLD G¢�Pmnn •NO/-159,5 •P30/A633 •WO/-19BY •W.0/-IM XULBY C6•'3 G•1 [w2 C6.3 W3 q•x CYx pn IA• W3 G•1 p•1 Cwt G•1 fb•1 C8 .Yme U 13 B B U 13 U I] 8 B U 13 0 B p{m4 wlp wla wtp wr0 w10 wt0 w10 wla wlp wtp wlp w10 w10 w10 w10 w10 W S GD fxw9n Rveln •BBO OI .b.0 •W.0/-r2B •Wp/-IIaB fIPOSRNE PRESSUREBWTN 2)WREN USING THE b1R SILL USING THE MAI' BILL MSITN•x Ilva45el n,2 n CS•2 CM1 G•2 CB•x p•3 IO pn p•z p•x CB•2 CM2 G•2 Wx Gq L6•x ynG 13 B a U 12 e e 1¢ 13 B a U Ix 0 B W i BugnPam—ap0/-1250 r0 w10 w10 w10 w10 w10 a0/np.e NIp wm w1p w10 wt0 na01-Iw.a w10 wID 0 0/00] w10 wto 6n p•3SILL,PQStl 0 eeU ssTABIE3X 3)d'3IWAN02-1( SILLHEII WIff STHE1-WSIU.15NfGO P—1 H1p w10D el' `nnnraea/-ns1 •Wa/.10! •fAp/-aB2 •p].o/Po INc4R0 J...-1211 n pn GNs Gw un 3 p.x p.x W2 wz 2 p.x u.x cs.x p•2 Jxd 13 B e tt B 0 10 f3 B B U¢k 10 wt0 w10 w10 0.10 wtp wrp wt0 w10 w10 wt0 wt0 WI. w10 Ff0 TABLE3MAYBEUSEDWHENI OOMPLYINOWITNTHECURRFI Gam.—•W1aa •l]2/-.2 •aaelean .p.0/d20 er 14YBp M] Gn Gn.2G2K0 B1pink T•e ]•0 I•e •0 ]•a 1•a iH ].B 0 HB •0 ] sY R0 3 -mY<)SEESHEETBIO-1/FORANG EMBEDMENT INFORMATION. 5)000RSIMT000MFLYMT IkuYBi a un un Gn Gn u•B u.0 uw u•3 u•z un u•2 u.z 4.2 Cw2 ymB 0 B B 10 0 a • 10 0 8 e 10 B B 0 PImY ]•e ]•e ]•9 ]•B I B ].B 1.0 1•B 1•e r% 1I. 1I ]•0 ]•0 B ]N FOR EXAMPLE ON USING TABLE. SEE SHEET 7. REQUIRED. OLO WIDTH=NON.. PANEL W DM-r MO HEIGHT a DOOR UNITHEIGM-10.1BS PANELHEIGHT=DOOR UNIT HEIGHT-1A6B' ON LENGTH oxlanort o 1 OH RATIO =Ox LENGTH OH HEIGHT UE 3 ARE EASED ON THE USE OF THE P BLLL POSITIVEWATEROPISMBTPSFM WHEN E WATER OF IS 604 PSF MAX WHEN USING THE 0 PSF MAX (NEGATIVE PRESSURES UNGHANGEDj ;HMS ARE TESTED FOR WATER INFILTRATION)TANO MUSTONLYSEUSED WHERE WATER I. MAX POSRWEOESIGN PRESSURES SHOWN IN eY MORIDA BU ILDING CODE (S EE ADJACEM NOTRATED FOR WATERINFILTRATON. IORAGE SPACING. EWE DISTANCE AND H WRRENTFBC EGRESS REOUIREMEMB WHEIV S)JAMBANCHDRS ARE SPECIFIED AS THE TOTAL OWNTRY, DIVIDE BY FOR PAIRS TO BE INSTALLED. n 11P SV¢IAMA5PeP1 Imlatib@ WA[YyL IMfBI!@ Li5'A54dPl lubale@ Nawm PAwk Ie¢Mi¢@1mE A andh saa,hkA5 , .s .WN aw Sb I A ndnv 13s'ASYmaI ervy Haaysvna Xearylurystlk Heavy Sue ..¢ t0vaa XeavydurySrea Hes MSUla xeavpam,ale HeatYa SNe He3vydM.de H®waunASW+PI alrcslaelamer amsae da -T--I�y IrsW¢Cm1w'Il PM 0611su1e) PM061(swa) Pam B11910uL) Pam061(SnTe) P¢Ita61 P'xl Pam06l PM061 PM�B(A4�11 PMe61 PamuxlR(oxae PMB1xO M) Parl¢as1&133 Pam061 Re Lverl Z.&TA.0 pa&rcAvn3® No .Yz NOFRAME "&+9-PHIOOKANd10RAGE CONS3]BOF: SEE -CS -CLUSTER SEE SPLICE JAMB (S)P-HMKMCHORS, SEETVUILSTER MAXWITWNTH ETAILS, SHEET IO `� REWIRED® (PERPENDICUTARTOGLASS SEE'CS CLUSTER DETAILS, FORASTMGAL NOTE. " PIANE)SEE TABLE 2, SHEET] OETAIL�LO� FOR REWIRES-C&- SEETIUFOR INTERLOCK 34'MAK O.G THIS SHEET POCKETS MD _ PAND �., 4TNOM. Oc ARS SEEi 11 a SEE POCKET (9)Pl1OOK \ �. PANEL WBJIH P _+x JAMB moU as TITH 5 SHEET ANCHORS I�EY &SEETIA BETWEENPA00K 11 4PAIRS OF a ANCHORS&AT3' I I .=FRAME ANCHORS MOMTOP& �q 1-o ANCHORS R 1 BOTTOM pY wvc 21'. MICNORSI 4.051. 1:, 0G ''MAX TO OPENING 5 PJpOK HEIGHT oz. PERJAMB •MMORS EDGE OFPOLMFf SEE (SEE JAMB +� IP �O zo=PJ100K 0 ArtSAUAnON i s BELOW) SHEET &PART ICI ' It ENO PPNEL I4 ipi3 A MOUNTING ANCMOMGE DETM.S'I81C. i&� I j �o swvc ADAPTER 36•MAK SEET IB FOR T--{AI I ANCHORS - O.C.(2ANCHORS) PJIWK CHORE ANCHORAGE £ y\ x + + a + a SMVL ANCMOMGEISEE •'+2 ��S 812TO19EL0M) E `YT+v --R 13EE6NETGI BELfN/1 `wS%"•Ta ArvU YtL6E 0.vclgMCi CENFfRLINE cuAC im. AxcIKPA¢[ anClloMGE ANCxOMGE OFPAN(31 204' 2 E%AMFLE SFAEL 2TRA 80.O GE FIAN: O-FM.(SEETPW2. O.C. O.C. UPCNORNM EET7) 4Tx96'NOM.PANELS,ANCHORGROUPLW CONCRETE SUBS11NlE�SEETABLE 2.SHEET]) B. SPLICE NOTE: ANCHORAGEEXAMPm NOTES: NONSTRUCNRAL 1)APPROVEI)MCHORS.SEETABLE0. SHEETI ..dvnL..eon ANCHORSMATBEADDED T-� 42- NOM. lip. aTmxm AS NEFOEDIOALIGNTfE 2) ANCHOR LWARONEPAGNO FORANCHOR CMRIFAiOBE OUANRRES &PECIFlED INTABLES". SEET&6B: la'O.C.CauR c� HEAOORSILL IFA SRJCE P,FN}ERLINEOF 21. S OCCURSATTE"OOK IMERLOCK HEAD& SILL: S' MAX FROM FRAME CORNERS. USE HAX PANEL I SEE-CVCLUSTER SPECIFIED CLUSTER FROM APWtOPRIATE TABLES. OC. TPoP9[IHVO MOTHETNLS. SHEET IO SHEETSBSAT EACH INIFNLOCI(ANO STMIGXT �+� M IWv FOR PJIERIOIX ANOCORNERPSTMGAL LOUTION. PLUS AvomV Ai TSIN®SnlvUmvuve AVEwLT AEMWDff TIRac mTAn�TDTHEwaTnNIIMR B�. AmPmM} .OS SPECIFlE00UANT 0FADDRIONAL VRERMFDWTE -4SANCHORAGE QBI1Ep60VpI x.OlMmHxugUMEN01 P•Ilsl�pu�_ _ ANCHORS PERPANEL AODffIONALANCHOR324' ATgIOEPATRGNNPAVASP.'e1reRwPErsor: 3.S O.C. MAXIMUM B•MAX CENTERLINE JAMBS &P.00":5-MAX FROM BOTTOM.21-MAK ANCHORPAIR O.C.(JAMBS1 MAC. ANCHOR �2TMCK OFPANEL2 O.F (P-HC0K)UTIL0NOMCHOR QUA14TRIE9 MOM APFROPPIAIETABLE3, SHEETS". SEE P-HOM ANCHOR DETAILS M SHEET 14. FRAME JAMB ANCHORPAR REQUIRES 2-MCHORAGE SEE'LE'CLUSTER ENO PANEL CENIFRLINE �R4i ONE `) -CB'0.USIER,SEE OETA&S, SHEET I0 I..gNCHORAG DETAILS, SHEET II INIERLOfJC FORASTRAGAL (2 ANCHORS) e• 4.051• 1 3.1V 1 MAX i• J(pu....hi ` M `,��.0...........Ni HOESm l-+TANCHORAGE x fI EXTERIOR I�� OCN �OFPEN]E'RLINE-.TANCHORAGE h—CSWTER�� F P�INl15E ' mn aumLA� am&m�AT3�e •22 1— FOTIJI2B1C I =F£�Tl 1— PGTDIIB1C I AL =FE ASTFA OR 6PLILE LOGRON ASTRAON.OR I (FOR SP ASTRAO'AL OR SPLICE LOGWN 5•DIAG. 200 INIERLOCI(--{.IF NEEDED INLERLOM-j CONDMON, USE INIERLO -- -W KEEDED 2.Od' CEMERUNE I CEN16iI.NE "'=STERDETAIL) CENTERLINE I 1.TS ME 6'OwG. 3.S T r AS 3.6' 2r •0 G. MAX -F 2.61• O.C. yrT 2.04• 3.U6• 31' _ 3S T E%lERpi 1•DMG. T F>REW3R r 3S' 5.84' MAX T1 PI 45 r eMAX v 2-TRACK FR OR IS:ADIOC V 2-TMCKFHPMEHEERLO v 3-TRACK FRMIEIMWRLOL 0(USEA ALOR CLUSTER LK QASTNAGALORINTEPLOCK �ASIRAGPLOR INTERLCCN S.G• (USE WHERE ACLUSIER (HORSARRESCLUSTER (USEWI4:EREQUI ED.' �RAMEJAMB ANCHORS ARE REOUIRED,'G') ANCHORSARE REOUIRED,'L5•) ANCHORS ARE REOUIRED,'Lfi] gNCHOR PNR 6•MAX ASTRAGALOR 6PLK:E LOCATION ASTM OR (FOR SPLICE INIE 0L 4-IFNEEDED INTERLOO(-1 CONDITION. USE CENTERLINE I L ERLNE TS'CLUSTER DETM) 3S 3.S 6.58• 2M 4.68' gl6Flx,rn T ureFFrlImn T• d•owO. ex�61CI_mg v YTRACK FRAME NEA05RL �1 1T FRAME HEADSILL V (q/SRU ORWERLOCK 0ASTRAGALORINTERLOCK (USEWIERE4CWSTER (USE MRE 5 CUMTER gNCHORS PAE REOUIRED.'Ca� ANCRORSAREREONRED.'OV) ASTRAGAL OR 1_.SPUCE LOCATION ASTRAGALOR SPLICE A' INTERLOCK�'1 IFNEEDED M1ERL00(�I (MRMON. USE CENTERLINE II CEWERUNE -WUUSTERD EfNL) *3� 3.5' 204' a• owG. 2- S vC aTRACIC ERAME I1EAOrsRL v aIRACK PAIMEHEADISILL �ASTMGPLOR INTERLOCK WA`:IRAGALORINTERLOCK WSE�4CLUSTER (USE WHERE 5CUISTER ANCHORSAREREOUIREm,j MCHORSAREREOUIREO.• ) ¢er. tywx® CEMTERLNE 3.S 8'DU1G. aMEJAMB 206' ANCHORCHCRPPIR ANCHORSMAYBEINSTALLED 21' ERHERIMWEE ORIW. MA%. TM (m-SHOWN) O.L. ( pl' NOTES: N TE s.64• DNENs10N5 SHOWN pR ON MIN. F� CWED- ALLOWED. E. MEN Skl ORPJTFJS E 6CLUSTER 6•MAY. �� ITRACK FPAMEJAMR 2PORIffAOORSILL 6RKE LOCATIONSIANCHORAGEAT SHEET B. REpUIFEO,'C6] ANCHOR PAIR r (FOR SPLICE FOR SPLICED CONDIMON,DONOT CONDMONSONLY: USETMSER 3.5- aTRHac FRAMP HEAO/]RL @IASTMGALORINRALCCN (USE WHERE 6CW6 OUTS MECOEREOUIRED,'Cfi-) WRH 8 WITHOUT BPUCE CONDITION N Ulm 2.M' 2D6' 2.06' wrt_mCa 201• NOTES: ,Nm r 1. ALL DIMENSIONS SHOWN ARE RASED ON MMIMUM rtAARM 4•DIAG. PDWO. B.BS' AMOMED. 6.12 6AT 35- 3.S 2. DETNLS DEPICT ANCHOR a 3 IxlE�uat OUANTITYANDSPAGNG, 3 1 1 ANDWOULDBEIDENRCAL v1woA d•DIAG. 4'DMG FORE%TERWRORUN RIOR CORNER CON FIGURATIONS. 11-MCH0R W 4. 3.T 4- 3.S 3 4. 261- � 20A- FsreapR 2M' srremia 4 26A. T 6.8 ' 90-CORNER 9P CORNER 13V CORNER 13SCORNER I C5NTFRLINE 2-TRACK FRAME HEADMLL 2-TRACK FRAME HFAD/BILL 2-TFACKAUME HEPDISILL 2-TRACKFRAMEREAWSILL f OFPANEL (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USEWHERE4CMSTER (USEWHERE5OR6CLUSIFR ANCHORSAREREOUIRED.'CD ANCHORSAREREOUIRED.-J ANgfORS ARE RE-0UIRED.'WU '2'ANCHOR 4.SW M q .r vre 406• +fANCHOR 20 p AG. 4, 141 35 E 135- rOFPANEL 3.5' '+3-ANCHOR 4Or 4'Or r 53T' 6.3T G. LENIEPo.ME 2'w� 4' 3.F OFPANEL _ ex1Ee,OP S. .0a T 4• ONALL '+2ANCH0RT 3.5 I'OWG. 90-CORNER 13r CORNER MEµrS - CENTERIJNE pFPANEL 3-TRAC% FRAME HEADISU 3-TRACK FRAME HuEWSILL 2-TRAQTFRAME HEAOBILL^ CCVANCHORCLUSTERREQUIRED (-C6-ANCHORCLUSTERI PTALL}TRACKC0RNER3) AT/LLL 3-TRACK COR ix+6Roa 6.1Y mreAa¢ 204- p. xmlroR 5.85' 1�- I OAT d'DUG. 6d2• r3.E• 4- xrewo 4•DAG. aR 4• 9p°CORNER 1K bTRACK FRAME HF?➢/31LL 4TMCK FRMIE fO:P➢5 FRAME ERRERS) ('C8ATAM ('C6ATAM RCLUSTER REC TRACK ATALL 0.TMCK CORNER3) ATALL0.TRACKC0RNEF 2.0A- w. 'WANCHOR Eg OoP 3b- q� 2.04• CENTERLINE `OFPANEL 4TRACK FRAME HDR L INIERf E ATE ANCHOR I-AYLAYOUT ( (}TT RACK SIMILAR) ERIES efamo IM1YYKFa6Vg® �AL�OM��14Y°RnM° 4R9M�Rv°_u _ efgy Y+°NvmCwA INSTALLATION DETAILS EMBEDMENT: SEE TABLE A. SHEET I EMBEDMENT: SEE TABLE& SHEET I MN. OF3TIWEADSSEYOND EDGEDISTANCE EDGE DISTANCE EDGE DISTANCE. THEMETALSUBST m SEE TABLEA EHEETI SEE TPBLE0. $HEET1 SEETABLE&SHUT1 2-1118' 2-IMW 24116' NOTES: ` 114' 114' IM' 1.ALLDIMENSIONS AM WED r MAX d r S SHIM ON MIN ALLOWED. 2METALORWOD EMBEDMENT: SUBSTMTES MAY BE SEETAEE 1 USEDFORALLFRAME SHEET 1 TYPESPERTABIE0. UWfT=D�CRNOHM ORTTP., 2SEE D WWOPNCXOR TYP., M BILEA ANCH SMSANCHORTYP. SHEEP I. TYP., SEE R ' TYF., SEEPNLHOR BEEANNOR NDTES TPBLEABANCHOR SEEANCHORNOTE$ NOTE 3. SHEET &TABLE&SMUT NOTE3,SHEETI HTABLE&SHEETI NOTE4,SHEETI HTA6LE&SNEETI ®3-TRACBFRAMEHFAO ®3-TRALH FR EHEAD ®¢TRACK FRAME HIM 'DIAGONALO SI WOOD NSTALLAHON WDONSTALIATION METAL INSTALIATIN MIN 4'(HEAD8 E OR6'I-S.SH SHEETS WNDANCHORTYPS 2CWOOD WDO HORNOYS YSEEAN SMSANCHORTYP"INWOM; MEAP., SEE DETAILS, SHEET$tU 811 SEEANCXOR NOTES TYP.,SEEANCHOft SEEANLHOR NOTES TTP., SEEPNCHOR SEEANCHEABANLHOR BTAILEASHEETI NOTE3.SHEETI SEE HTABLE&SHEETI NOTE 3, SHIMI ME STABLE4,SHEETI 6EEANCHCRANCHOR ANCHOR MN. OF3THREAD$BEYOND NOTE B, SHEET NOTES, NOTE 5. THE METAL SIIBSTPATE I(Il4'MAX.) 1 SHEETI 81EEf1 F8LE2n I E^(Eniw _ TE8f�9'0� EMBEDMENT:SEE 2-iN6" `r TABLEASHEETI 2-1/16" 2-1116" SOLE DISTANCE: EDGEDISTANLE: EWE DISTANCE: SEE TASLE0. SHEETt SEETABLEq S1�Ef1 SEE TABLEA, SHIESTi EMBEDMEM: SFE TABIE0.5HEETI ETIBEDMEM: $EETA&E0.SF1EEi1 ®WOODCNSTTAALMLATION SWOODCNSTTIADON ® ETALNblA LION EMBEDMENT: SEE TABIEA,$HEETI IROY4[F2Lye EMBEDMENT:SEE yTyCj��F�r TABLEA SHIM EOGEDISTANCE: �wnNAj�4124.D METALTYP.,SLFE SEETABLE0. °��OOa-44'♦♦-'aio EMBEDMENT: SEE 3HEkT1 I1_tL�..�(.�T _r TABLE&SHEETt'I EWE DI6TANCE: NOS ASHEANCHOR 2%WOD EWE DISTANCE 2%WOD SEE TABIE0. TYP., SEE ANCHOR SEE TABLEA T 6EEANCHOR SHEET NOTE 3. SHIM SHEETI NOTE 3. 6HEET1 EMS A ANCHOR NOTES 51116" SEEANCHORNOTES SEEANCWOODANQHORORNG , 2-ilt6" &TABLEA SHEEf1 SEEANCHDRNEETI WOODANCSEEMCHHORTYP., MIN.OF3 `TIp...p1 B TABLE& SHEETt SEEANCHORNOTES v TIwEADs ExIESd BTABLE0.5HEET1NOy BEYONDTHE .`�0.AA.-"".. ,T/j TTII 1 METAL TM�AbF " �j 1l4'MA%5HN 1K'MNC SHRI H� `� SUBSTRATE �fi. ��� 'P 1l4'MA%3HIM I *. ®2-TRACKRNME3AMB ®3-TRACK FRAME4MIB ®4TRACKFRAMEJAMB WOOD INSTAL MON WWDINBTALLATON M METAL INSTA UON :Q-,�- r r. oAurxaNe yI 8 — a � yC NAA axe o49 Vo � wFi� ACN a 0 ,3 H gF9 4 � 0 GZn�ny(� i M M m Q�vJ A �T= > p i I 0 i im� NT �s^: N•m H�g m N gCg my mx 0 Z O rn �� Qp ��"ni �m n i5 F3➢aA y m r- ^OQ 4 +HA ➢ sm mE ymm Ylny = ql yF yN Q8o � i ooA nmnPIP I Nm 8""fig N . ZI y Fig 3` na i �PQ INSTALLATION DETAILS NMS' 1.ALL DIMENSIONS FRAMEJAMB SI ARE BASED RFOIIIRFIIATAtL �T 2697 MIN. ON MW. ALLOWED. EMBEDMENT:SEE TABLE A SHEET I I SHEET EMBEDMENT: SEETABLEA SHEET V A PA100K I�_2AWMM ___.A N. SHEET 9) EWE DWANCE RHOOK FOR UGE WRH FNT SLL RISERS H WWDIIS.YN ON Rp3<. WOOOINSES1& ON MAYALSR MOIINTGHOWN, FORWATER3 TPAS) MAYALGOBEINNONIOW IN FOR WATER RATINOGI INiEHpR CONORION EMBEDMENT:SEE TABLEASNEETI BEYONDTI9: METAL sussTRATE EMBEDMENT: SXEEf B) SEETABIEq cpISCM1 rCE'SEE SHEETI� • Teol __SEE PNCHORNOTES� n S TABLEA SHEETI V (ALW SEETYP. 2693-MU ILLUSMATION. SHEETS) EDGE DISTANCE ®Pi WKFORUSEWIMBOXSBI.RISERS PARTS R t9. C31. A23 OR i35. METAL INSES 11Am N EXIETWR FORWABLE51 TINW) 1 M ONLY FOR WATFA MTNGG) O''_RY WNCRETEOR CMUPERTABLE, A SHEET I I EMBEDMENT: SEETABLEA SKET I WNI=MU ANCHORTY SEE ANCHOR NOTES 8 TABLE SHEET 1 1-114- MIN. EDGE D ISTANCE EMBEDMENT: SEE w, aneell _I�_�i TABLE A SHEET (PIWSEETYP. ILLUSTMTION, SHEEF9) FIATSILLRISERS ®PiWKMRUSEW PARTSA18. R20. MORW1<. WNCRETE/CMU MSTA TION INTERIORMOUMSHOWN, (SEETABIESIA2AS3A MAY ALSO BE INSTPLI E IN FORWAILKMIINGG) E TOR WNORION P1HWK MWNPNG EMBEDMENT:SEE ADAPTERCON=W TABLEASHEET1 ANCNORT .,SEE r.. _....... _ . _ ANCHORNOTESBTABLE 3. GEE TMES iJ, GIffET538FOR R U1RED 1- 001< MWN1 OOK ANCHC A(S OADAPTER MSOE QUANTITIES. HI ENAMPLE ON SHEET 9. ROW1[TAWL� d�4��Nt4RVIV B Ii�.I.0 I��O^.Y2e_y°4 PdHWK WNO U / Ixrtww ANCHORTYP., SEEDaDY lL ANCHORNOTESSTABLE V ASHEETI too -MIN. (ALSOSEETR'. EDGEOISTANM ILLUSIRATI W, SHEET9) 0Pi OKMRUSEWRHBOXSILLRISERS LYryy PAR3619.421.0330RIMS. WNCI EINSTN nON EXTERIOR `�� NY 1A2A 83A MOUNT (SEETABLES MRWATERRATMW) ONLY CONFIG. EXAMPLES MAX UNR WIDTH Max UNM WIDTH MAX NOM. PANEL MOTH OLO TW. PER TABLES 14 ETAO.'A', WITH H18; SHEET I WST T; 'A.LITION DETALLS'A r3TLPwv 13 12& SHEETS 1261] �• PANEL PANEL EL TYPE TypE PANF1 CORNERDETNLNS. W TYPE p5 •A$• TYFE SHEET 19 SCOPNER N ANGK)RAGE SHEET II Nom.A MAX UNR PANEL ( $ MAK HEIGHT DLO INTERLOCK DETAIL •M',SHEETI9 PANEL ! WIDTHTYP. y HEIGHT SEE PER PER 4 HEIGHT TABLES Exrtmw NCTE2 TABLESI3 13 a E� x J( L i I JAMBDETA G]•,SHEET MWSTA WNDETNLS� x 'GW SGd, SHEETS 12 d 1] 90' D',SDETM $DINST N :� INSTALLHEETSETAIL^u EXAMPLE: 90°INSIDE CARNER4 PANELS -%X/XX 9W80c', $HEET$1281] DLO WIDTH. NOM. PANEL WIDTH-7- DLO HEIGHT - DOOR UNR HEIGHT -10.125- SB NE PANEL HEIGHT• DOOR UNR HEIGHT-1.W BY OTHERS "X1- !Rovrcruwa A10X1-17Y PH SMS Y•4r�P�w,��r� PH SMS ILiGi YrFium` PANEL CORNER FRAME CORNER DETAIL DETAIL NOTES: ORTABLES.SNEERBBPoRMAX �• �YpNY LYNry� 1)SEESHEETI7FORWDM®IIALPANELCONHGURATIONSASAPPLICABLE.SEEDPMN SEE SHEETS S 19 MR SECNON OETABSPNO SHEETS I2-14 MR INSTALIATON DETMS. `�'e:'y0Y*- M,P PANEL HEIGHTAND WIDTH. 18 2)(1)L=(TTEMS 75610T-110)AT EACH LOCIt]TILE, LOCKWG DITO IOEPER(IIEM 10])ATEHAMEJAMB ORASTPAOAL ;Y: Ne.55705 = ])PLEASE SEE APPLIfgBLEASTRAGAL S INTERLO WMBNANONS PERDPIANCHORTABLES. ANCHORAGE DETAILS/FXAMPLEELEYATIO '"SS70NAL �xrmlAurNK,® SERIES 670 ALUM. SGD-NON-TMPACT ,M wE6'Ir c FOMVIOE4tMA45h4f. ... ,E`N�`��� AL�.SIMIVLd�P£. �f ^� smam Nis fs .a PGI012B c E.N101 CONFIG. EXAMPLES RMERL=DET9L I FOR ALL DETAILS ON IRIS SHEET. SEE NOTES ON SHEET 15 ZN,BHEETI9 OPERABLEJMIBDETAILG@.SHEETI8: '-1—INSTa 7IONDETAILS'GW&G,SHEETS12a13 UIEDJAM3DETA W. ASTRAGAL HEAOERDUML'A'•BHEET HEADER DETNL'X. SHEET IB: p O SHEETiB:wSTAL WN DETALLST.1'a i%mn LLATIONOEiaLS INSTALLATIONDETABS'PWa'Ac'. WW J DETAIL'GY.SHEET DETNLS'Gdaw. U. SHEET 19 'AWa'Ar,SHE081283 SHEETS 12 a 13 T1P 18:IxSTALV.nON OETARS SHEETS S �• 90° �IIj GW 8'Oc', SHEETS 12613 'PANEL PM'EL PMEL 9 P E TYPE i .A. TYPE TYPE tt. 'FS 'OS' MAC wTER10GK DETAR W. SHEET 19 @ SILLOETML NON. UNR HEIGHT 90-OMSIDECOMM n', SHEET DETAa'N1', SHEET 19a 1Tt. MAX WIPANEL SEE TABLES CORNERANCHORAGE INSTPIL DLO PER NDIE2. tJ S10£Tit DETWi HEIGHT TA s1J SHEET Is m1B1uDv TAY 6O2, ,.A a SHEETS I2 Y a NOWPANEL 813, X % X WIDTHTVP. l.. MAX. UNfTlY1DTH r� II J MFtTABLES IJ BEE FAAME6 r— —1 MAXUNRWNnI P% WRNER SUDE}aLC,SHEE 1B: EXAMPLE: OXXX INSTALLAnONDETNLS MAK UNRWIDTH CONSTRUCNON DETiMS SHEET IE 2-TRACK DW BTW. SHEM 12 a 13 EXAMPLE: 90'OUTSIDE CORNER-)OM(2-TRACK) JAM1O DETAR 31'. SHEET IS ASRNGALDETARB'LI'e INTERLOCK DETA N, SHEET 19 l L2,SHEETI9� 1 wTEPLOd(DETM ' HEADER OEfAL wSTA1 WNUETMS'IWa N. SHEET I9 V.SHEEIS12&I3-\ ' 1 HEADERDETA4'C. SHEET /f @.SHEET 1B; 18; INBTNIATpNOETNIS <JAMB DETAR'H2'. SHEET PJi00K DETNL'J'8'@, SMEtT INSTAIIAnON 1 B: w5TALLAnON DETAIL6 1B; INGTPLIAnON DETNLS'JW, JPMB DETNL'I4, SHEET I&wBTNLAnON OWa CC,SHEETS12a13 'MN6HC. SHEETS 1261)' '!C,%W 6%c'.3MEET i< OETABS'BW 69C, OETAIL9'M 61c'.311EETs 12613 SHEETS 12a 13 fMOWEFAEY® ' MAYUNRWIDTH M IJNRWN111 e>�Ph �1Oa,TYIa 1l o4L•oj NL�IYPM1�a_ L.���� Neu► O HEI p HT R }1 S �. `o"Y LYryN EXAMPLE)MO sRLDETaL'P•SHEETIB: =i.' x4 BpTgt _ 'Ewaer. (4TRACK. BY-PASS) wsW.SH El DEWLS 'TW asr, sxEETs 12a13 atlt = slla;ET"lzau P: 1O1°x �+��Hn=PERI!ZPS :-P:v lT'zs LE ELEVAT70NS 170ALUM. SGO-NON-IMPACT %,,ZONAL `•PGRII2B _ ALNN u�W PE JR mrml TJTS IS • 11 C PFIppc1 f3 TANaPANELPANFLPANELTYPETYPETYPEMAXNOM./UNPANEL�HEIGDTHTYp, p� ME TPBTEG DLO TABLES I3 NOTE2 la HEIGHT SHEET IB a � a o PANELPANEL PANELTYPETYPETYPE r,8 1' N FMq%.UN@ NOM.GM¢PANELER4�PHTER�4ABLES d DLO NOTE2. TABIf513 qN$ HEIGHT BHEETIS I a b � D EXAMPLE: OXXXp -a 591 OETNL£'. SHEETIO;J (&TRACK wsrAMAnaN OETaLs RIGHT POCKET) PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE N F F P MAX NOM. UN d H PANEL � 1�1G b d WIDTHTYP. / PE SEE MAX PER TABLE 2 OLO TABLES I3 1J BHEETt NEW �. � YX D PANEL'S RIGHT STILE TYPE PANEL slxse swc� rM® LRRRE ASiM1i.V. •s,FA°eL •aTruuu Asru¢u wreow�A �r.� eerwReA TYPES on aaa sue wl wwoLe eoxour auwxcw� wiwvmu wiw,ml F PP K TR TQ SINGLE 8 E P A C C IC SQ ° RR R S_ S D M J J W A. LR a eo an IY LEFT LIMA RIGHT Ww J Wlxaml< F- Asm w gp. N °oxaR ❑ ^m'"� T U PANEL LE f1 r�..e PPNEI V sTLE KIM K _ _ T U PANEL-FSHOSEE F�OW'THERE EL FES W mxw P CAB ES LmF AsGAE J � N �f RT Cl J W/MW° n w EITLOWIEA Qwrxum�un, QT CIS SILL RISERS OPTIONS E7 CT CS - zu w AT ASDF 1 n CF --- -T OMEO�M}' &FLUSH, I�Wlve.¢ 1? �LOW�s w, VT VS VF W ro WT WS WF-y Rll ,B• .7- �� SUMSSERBOXLOW, OO MEOMMER ilLLR/ 2-1W 'NOT VA O FOR WATER INRLTRATIGN RESISTANCE REO 1°uwsen+� PANEL TYPES N,Im i R �� nnrrauunes m+ssueT mv.u.,vlmmm SERIES 670ALUM. SI F y� � snw NB IT ASSEMBLY DETAILS (SEE SHEET612-14 FOR FOR INSTA IRON MM-S) tw Ivuvui[LuvatENt]im wanes In 11w FOLL IENOTH 9Y i�i0 n 11 v OFJM'9 s 1 ® eo ORM wp el ® IB �y 5A� 2.TASHOMMB(SHOWN B BEER FVED8'LONG LIPVO12FOR FD£OIIJ Iw S (SHO MNER9108 OPERABLE PAf'3CLNM®SPPN (SHOWNWRN PµU) BEEOETMLG2ro Iw FORFIXEO s wORBt �IBR PANELCLIP Im la V Is 5 113 IB 1n FULLLENGTH ® mmM n IIBX.VI' OF JAMB 2-MR... 2-TMCKJAMB sMs,%s CLIPMOR9105 B1 s WISCREEN a - LONG WIRETAINER9123 3,TRACKAM JB }TRACKJAMB 4TRACKMI JB 0.TRACKJAMB ® w (SHOWNWNH ®(BHOWNWI]N ®(SHOWNWRH (6HOWNWRH �(6HOWN WOH MIOBPAN FCLFDPMUTO OPERABLE PANEL) FOLEDPANELTO FL�O PANELTO OPERABLEPANEL) ��aCWIBt THEEXLERIOR) m n ww THE E%iFAIOR) THEINTERIOR) V- FIL 111 ) 1 � 5 119 B 11] a _ 2ROgO9pry® BHOWNWNHUNM O®FRAMEHEA EEN �FRAMEHEA c FRAUE HEAD HEIGHFPER PT. 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