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HomeMy WebLinkAboutNOARECEIVED I , 9 MIAMI-DADE MAY 0 7 2018 ST. Lucie County, Perr DEPARTMENT OF REGULA BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the a materials. The documentation submittec Product Control Section to be used in N Having Jurisdiction (AHJ). This NOA shall not be valid after the exI Section (In Miami Dade County) and/or to have this product or material tested perform in the accepted manner, the ma immediately revoke, modify, or suspend reserves the right to revoke this accept Section that this product or material fails This product is approved as described h Code, including the High Velocity Hurric DESCRIPTION: Series "BR-5510" P` APPROVAL DOCUMENT: Drawing 1 through 18 of 18, dated 05115115, with re sealed by Anthony Lynn Miller, P.E., be, the Notice of Acceptance number and ex] MISSILE IMPACT RATING: Large LABELING: Each unit shall bear a p model/series, and following statement: " noted herein. SCANNED BY St Lucie C®unl RCES (RER) 1VIIANII-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315 2599 www.mia midnde.Lov/eco nomy plicable rules and regulations governing the use of construction has been reviewed and accepted by Miami -Dade County RER - .ami Dade County and other areas where allowed by the Authority ition date stated below. The Miami -Dade County Product Control AHJ (in areas other than Miami Dade County) reserve the right quality assurance purposes. If this product or material fails to :acturer will incur the expense of such testing and the AHJ may e use of such product or material within their jurisdiction. RER :e, if it is determined by Miami -Dade County Product Control meet the requirements of the applicable building code. ;in, and has been designed to comply with the Florida Building Zone. Horizontal Rolling Window — L.M.I. MD-HR5510-01 titled "Horizontal Roller - LM", sheets I on B dated 03/27/17, prepared by manufacturer, signed and the Miami -Dade County Product Control Revision stamp with tion date by the Miami -Dade County Product. Control Section. i Small Missile Impact Resistant anent label with the manufacturer's name or logo, city, state, mi-Dade County Product Control Approved", unless otherwise 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# 16-0714.17 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 17-0411.08 Expiration Date: September 24, 2020 la In Approval Date: August 31, 2017 Page 1 PST Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drat (Submitted tinder N01 2. Drawing No. MD-HR' 18, dated 05115115, wit and sealed by Anthony and sections. No.15-0903.10) 510-01 titled "Horizontal Roller - LM", sheets 1 through 18 of 1 revision B dated 03/27/17, prepared by manufacturer, signed .,ynn 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' NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No.16-0714.17) 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) Forcedl Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic I ind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 5410 and series 5510 PVC horizontal sliding windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8072, dated 02/03/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No.15-0903.10) 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 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 5510 PVC horizontal sliding windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8073, dated 02/18/15, signed and sealed by Idalmis Ortega, P.E. (Submitted tinder NOA No. 15-0903. 10) Jorge M. Plasencia, P.E. Pr r"ct Control Unit Supervisor NOA No. 17-0411.08 Expiration Date: September 24, 2020 Approval Date: August 31, 2017 E-1 PST Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTI MD) 4. Test reports on: 1) Unif 2) Larg 3) Cycl along with marked -up d horizontal sliding winds Report No. FTL-8074, (Submitted under NOA C. CALCULATIONS 1. Anchor verification calc Edition (2014), dated 011 Anthony Lynn Miller, P (Submitted under NOA 2. Glazing complies with � D. QUALITY ASSURANCE 1. Miami -Dade Department rm Static Air Pressure Test, Loading per FBC TAS 202-94 Missile Impact Test per FBC, TAS 201-94 s Wind Pressure Loading per FBC, TAS 203-94 swings and installation diagram of series 5510 PVC vs, prepared by Fenestration Testing Laboratory, Inc., Test ated 11/06/14, signed and sealed by Idalmis Ortega, P.E. V'o.15-0903.10) itions and structural analysis, complying with FBC-5" 8/15, prepared by manufacturer, signed and sealed by 6.15-0903.10) !TM E1300-09 Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.116-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 1 2. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and, White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09115116, expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their "Performance -Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. Jorge M. Plasencia, P.E. PrPuct Control Unit Supervisor NOA No. 17-0411.08 Expiration Date: September 24, 2020 Approval Date: August 31, 2017 E-2 PCT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014) and FBC- 61h Edition (2017), dated 08/02/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 03/31/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No.16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No.16-0714.17) 4. Proposal issued by Product Control, dated 8/27/14 and revised on 9/10/14, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. (Submitted under NOA 1,,V&15-0903.10) E. OTHERS 1. Notice of Acceptance No.16-0714.17, issued to PGT Industries, Inc. for their Series "HR-5510" PVC Horizontal Rolling Window - L.M.I., approved on 09/01/17 and expiring on 09/24/20. Jorge M. Plasencia, P.E. roduct Control Unit Supervisor NOA No.17-0411.08 Expiration Date: September 24, 2020 Approval Date: August 31, 2017 E-3 I i I 23ANGHWRS. SEE I DESIGN PRESSURE RATNO I IMPACTRATNG CLU STER AlLs EE75S' MAX- , Imo— 12S!'P SHEET3MISSILE 1-1/i' SEE SHEETS VARIESPER RESNEEME4 LARGE PACTR SI RESISTANT LEVEL. SEE SHEEIB Pd IMPACT RESISTANT ' r &18 D, 6EE 2-fi ANCHORS. SEE CLUSTER 1SBS �1 �.I 1883'MNLOG SISEi4 DETAILS SHEETS -ll MNCO.G QSEE SHEETS1R MAX 1 i 1 SHFETA 10•MAX I I C G EQUALLY SPACED ARGPFR 0R9 a� 117' TS' I4AX Q.G MAY, BUCK HEIGHT a 72 BUCKMAX. EO 6 TABLES va / / SEE 'j[ / / HEIGHT ANQ10 TABLES SHEETS J 0.18 O X 1 X SLE SILL 6iSi GILL ° J sxlFr3 � I BETWOE. I a 4 Ef4 4.O.G BETWEEN �_► S•ALVL ° S� D. ORES HOLES SHEET S EET3r PACED Rs 6 B 561 WEIDHIXE� AILS SHEETS SEE E PER Z3a % �, a SUC HEI x - o x IS MAXX °� O MAX 3 J C.O.C. BEfIMT:FN WEEPHOLES 14G' MAX BUCK WIDTH D 3'MAX 7S MAIL SUCK WDTI ELEVATION FOR TYP. EQUAL LEG FRAME ELEVATION 75• MAX. B I CK WIDTH FOR TAP.. FIN OR J-CHANNEL ELEVATION FOR TYP. FLANGE FRAME SHOWN AS XOX CONFIGURATION SHOWN AS OX CONFIGURATION FRAME SHOWN AS OX CONFIGURATION ANCHORED THROUGH THE NAIL -FIN CODES/STANDARDS USER •2017 FLORIDA BUILDING MOE(FBC 6THEDIiION GENERAL NOTES: SERIES 6510 IMPACT RESISTANT HORIZONTAL ROLLER I •2014 LORI •AST Et3aDO9 7ABUIIDNG caoE(Fec sTH mrTaN 1) THIS PRODUCT HAS BEEN DESIGNED S TESTED TO COMPLYWIH THE REQUIREMENTS OFTHE FLORDABLIDDNG CODE, NQDDINGTT@ HIGH VELDCIiY HURRICANE ZONE MVHA •ANSWAF&PA NDS-2015 FOR WOOD CONSTRUCTION zIBHUTTERs ARE NOT REQUIRED WHEN USED INWINDGOILNE DEBRIS REGIONS LA FOR INSULATED GLASS INSTALLATIONS ABOVE 9C IN THE NVRI7�THEOU)BOAROl1TE(CAP) NUSTTFIJPEHm. ALUMINUM DESIGN MANUlLL,AD.W-2D16 3) FOR MASONRY APPLICATIONS N MBAAII-DARE COUNTY. USE ONLY MJAMWADE COUNTYAPPROVED MASONtYANCHORS MATERIALS USED FORMCHOR EVALUATIONS WERE SOUTHERN PING ASTM CDD •AISISIM12 CONCRETE MASONRY UNITS AND CONCRETE WITH M9N. KSI PERANCHORTYPE I 4)ALL WOOD BUCKS LESS THAN 1-12' THICK ARE TO BE CONSIDERED IX INSTALLATIONS. IX WOOD BUCKSARE OPTIONAL IF UNITIS INSTALLED 09=MYTO SUBSTRATE WOOD BUCKS •AISC 36G•10 DEPICTED AS 2XARE 1-1/2'THICK OR GREATER 1XAND 2X BUCKS (WHEN USED) SHALLBE DESIGNED AND SECURED TO PROPERLYTRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION ISIIERESPONSIBILIYOF THE ENGNEEFL(EOR)ORARCILITECTOFRECORD.(AOR} I GENERALN°TES__l S)ANCHOREADLEDMPNTTO RASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USEANCHORS OF SUFFICIENT LENGTHTOAGHIEVE REWIRED MIN. EMBEDMENT. INSTALLATION ANCHORS ELEVAICNS.___.--._.-I FLASHING STRATEGYFORWATER RESISTANCE OF NSTALLA71ON SHALL BE DONE BY OTHERS AND IS BEYTHE SCOPEOF THESE INSTRUCTIONS SHOULD BE SEALED. OVERALL SEAUNGIXA FRAME. GLASS 6 ANCHOR ' 0)1/4'MAX SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE USE SHIMS CAPABLE OF TRANSIERMNG APPLIED LOADS. OPTIONS_.. 2 7) DESIGN PRESSURES: INSTALLATION. FLANY EA A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL B CYCLETESTNG AND GLASS PERASTME13M. B. PO3TTVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL A CYCLE TESTING AND G ASS PER ASTMf E1300. EQUAL LEOIBO 3 LNSTAU ATI .INTEGRAL FIN C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, AST. % STS INCREASE HAS NOT BEEN USED IN 8) THE ANCHORAGE LIMODS SHOWN HAVE BEEN DESIGNEDTO RESIST M(E VMMLOADS CORRESPONDING TO THE REOUM OES4ON PRESSURE. THE 33-1OSTRESS &J{YANNEL-._.._.._. 4 ___ GLAZING DETAILS---6 ' E DESIGN OF THIS PRODUCT. I.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT CO.YE INTO CONTACT VM OTHER DISSIMILAR MATERMS THE DESIGNPRE SHALL MffETTHE REQUIREMENTS OFTHE FLORDA BUILDING CODE FOR CORROSION RESISTANCE ANCHOR QUANTMES.-.....-..- B-iIF 0) METAL SUBSTRATE TO MEET MOL STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLOROABLALDING COOEANDTO BE REVIEWED SYTHEAUTHORITY HAVING JURISDICTION. EXLRIISIONPROF;ESWaZl7 10)REFERENCES; TEST REPORTS FTLa72,807358074; ELCO ULTRACON NOA; ELCO CRETEFtIX NON ELOO AGGREGATOR RDA: MENG WINDOWASD DOOR PROFILES, LTD WHITE A BROWtAIGHTER __ ASSEBLY 1B PRODUCT REVISED SHADES OF CAP COATED PVC EXTRUSION NOAS; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTOR ANSVAFLPA NDSAALUM NUM DESGN MANUAL EXT p^ wiM tba Pl^AEo 11)APPLICABLE EGRESS REWILEMENTSTO BE REVIEWED BY BUILDING OFFICIAL USER INSTRUCTIONS: I 111111 emmnB NOA-N0. p i7-041�.08 1)DERERNINETHE SITE SPECIFTCWIrDOWOPENINGSDESIGN PRESSURE REQUIRELSWUsw°WIVDLOADSTANDARDASCE7. . YLYN W. uPw7®mracaftAo�.n BIIWrom^020 KNOWING YOURFRA6E TYPGWiNDOWCONF=l lDN(OXXO.XOXMS�, GLAZING CPRON'FROM(TABLE I)A!D REINFORCEMENT REVEL,DETERMUdEYOVR WWDOVYS D'cSIGN PRESSURE REQUIREMENT FOR THE WIHDOW OPENING USING REQUIRI EFITFOR THE WINDOW OPENING QW...... !� `��'��•• VCEIIzi�r"" 1(L\ JR 03/27/17 HGTp TOAHWORDTY.Tfil9. BY / ®�^ PmG°ct C°^L° TABLES O.16(SHEETS &8).T OUST EQUAL OR E)DXCD THE DESIGN PRESSURE USE INDS( TABLE ON SHEET TO HELP FIND THE APPROPRIATE TABLE IQ'1 OUT ReM tl BP Date: Rp(ypc OBTMNEDN STEP I. 3) CETERACNE THE IVWT SUITABLE ANCHOR GROUP FROM TABLES 2 AND 3 ON SMEET2 ACCORDING TO THE INSTALLATION DITIONS.///� 4C)DEETERANETHE ANCHOR QUANTIT'FROM TABLES 172WI 7(SHEETS0.16),4ERFYTHEANCHOR)SUBSTRATELLMEET _ *: NN0.5Dp5 *- � -5'7A ROSOWSKI REQUIREMENTS FOR YOUR OPENINGS CONDITION FROM TABLES 2OR 3, ANOTRATALL AOL REOUIREMUCS FROM THIS SHEET SETAREM'IET. F.� � �i(\'•. �,: IMTECHNOLOGYDRVE GENERAL NOTES&ELEVATION SYNSTALLAS PER SHEETS FOR FLANGEIEQUAL LEG INSTALLATION OR SHEE74 FOR INTEGRAL FIRJCHANNEL INSTALLATION. • USETABLE40NSHEEr2TOnWnMAPPROPPMTEE)ErAILS. lc •••;�OgID�:' 2�� '�',`rS�ONAL N.VENICG FL342M cJN laoT�� HORIZONTAL ROLLER -LM 05/15/15 ENG�� ''AA)I � SM•rt Ra.^ NOTE DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FORALL FRAME TYPES(JCHANNEL FLANGE \\\\ AL`P"_ SnW/MWC Sta.'e HR-5510 NTS 1 OF 18 DMD Ho. MD-HR5510-01 B INTEGRALFIN OR EQUALLEGABO)), SEE FIGURES ON SHEET2. ' C;:OFAunL s>MU68 Ghics Type Description (U1ded from Exterior to Interior) 5 7Ar Laminated LG_ ife• A Exterior Cap + 7/16- Nr Space + SIIW Leodmted: (2) Ulm of IV A Glass with .090' PVB kdcrtayer e 718'Langmted LG_1fe'T Exterior Cap +7/16-A TSpace+511E LarrInated;M tiles of 118' A Glass w1th.090' RIB Irderlayer 7 71W Laminated I.G : 31100 A Exterior Cap 318' Air Specs + Sf15• Leminaled; (2) Utes of IV A Glass wah.090• PVB Inledayer 6 71W Laminated l.G.: 3116'T Exterior Cap +Wit"Air Space+EMS" Laminated; (2)Utes of1/8' A Glass VAth.09T PVB Med*Wer 10 718' Laminated LG.: 1184 T ExtedrCap + ME" Air Space+ 5/76' LaTW=Ied; (2) Utes of 118' H Glass with .CW SG kdedayr it 7/8' Laminated LG,: 3/16' A Extedr Cap+ 311 V Air Space +6/16' Laminated; (2) Utes of tl8' H Glass with .0W SG kdeda/er 12 7Tar Laminaled LG.:3116'T Extedr Cop+378'AlrSpace+yl6'Lamirefed;(2)Ulm d1I8'HGlass wit11.09P SO Wedayer 14 7/8•lamfnaled LG: IIW TExterir Cap +5116'AV Spaw +7/1S'Lamhatad;(2)Gies of3116' A Glass WRIT.090r SG 6dedayer 15 7/8' Latnireted LG.: 1111 + 114' Alr Space +7/16' to (2) Utes of 3118' A Glass vAllt .C90" SO 6nlodayr 18 7/8• Laminated I.G.: T161 T Exlellor Cap+ 1/4' Air Space + 7116' IaNraled; (2) Utcs of 3116' A Glass WOIa .09r SG trdedayer .Group..--' Anchor Sub!Arato him. Edge Distance MIT. Embedment- A D10 SMS (steel, I"S.S. or 410 S.S.) • .Southern me(S e . ) Steel, A36• 116' 3/B' 1-3/W 0.050' Steel Stud, A553 Gr. 3r 3'B' 0.0451" (18 Ga.) Almnimmt, 606315• 3a8' 0.05T 3118'steel Ullmcon P.T. Sorxhent P(ne (SG=0.65) 7116" 11W Concret0 (miaa. 2.65 ks1) 1' 1.3'S' IFngmuted CMU, (ASTM C.90) 2-12' 14W B 81 2SMS (at 91 1SB.S. r 410 S.S.) P.T. Southern Plree(SG=0.55) BITE' 1- Steel, A3W 31B' ODSD• Steel Stud, A653 Gr. 33• 3/8• 0.0451' (18 Ga) AlwNmmn, 6063•TS' War 0.063' C 1!4'steeJ URmcon Co"crele (mia 2.65 ksI) 1' I-T4' UrgCwted CMU, (ASTM C90) 2-10 14M 1l4'steel CreteDex Concrete ml 3.35ksl) 1' 1-W4' 114' eted UOracon Concrete (min. 285 ksq 2-12' Twv 1l4 elect URmem P,T.SouWenl PM(SG=0.55) 1/4' steel Cretellax Concrete (min. 3.35 ks 2.12' I- TV D 1/4-Mcel Cretolex llrgrol1lBd CMU, (ASTM G90) 2.12' 1-L4' P.T. SolAlrem Pine (SG=0.55) 1' 1�/S 117sfeel ArAMGator Conerete(min. 3215 R-11 1.1r2' 114- steel A99n Gatr P.T. Southsm Pate SG=a55) Gmtded CMU, (ASTM 1' l i1tl' .Group.. Antler Substrate MIn. Edge Distance Mln Embedmert• E 2.12' x .131' Caoman thD P.T. Soulhm Ptre (SG=0.551 315• 2-7119' 2-1/2' Pongah rk Wodng Nall P.T.S.Ahem Plno (SG0.55) 31B' 2.7/16' F MoT--head SMS (steel, i9a S.S. r410 &&) P.T. Sct lhern Plan (S(3=0.55) 12 1.W AlIanirwm. 6083-TS' 316• 0.050• Sled Stud, Gr. 33' 318• 0.0451- (18 Ga.) Steel, A38' 318' 0.050' p12SMS (Sled, 18.5 S.S. .4108.6.) P.T. SrNem (SG-.0S5) 01E 1a18' .i Alwmmmr. 6003-Ts• 318' 0.063' Sled Stud, Gr. 33' 318' Steel A36' Sir 0.050' 'MDL OF 3 THREADS BEYOND THE METAL SUBSTRATE. 'UNGROUTED CMU' VALUES MAYSEUSED FOR GROUTED CNU APPLICATIONS. -A' c ANNEALED 'H. w HEAT STRENGTHENED T=TEMPERED 'PVB' =.090'TROSIFOLO PVB BY KURARAY AILEHmGL PJC 'SG'- .090'SENTRYGLASO IERLAYFR BY KURARAY INZlI zCq NG GLASS TYPES S. 7, 1181E MAY ABOVEUSED IN THE � 11VH2 r80VE 3a. Mdedal 0n Fr K. Fa Seel Straw 621s1 120k11 19ASconr Wka) 95 k0 41DSem' 90 ke1 110 ksi Eko AS7 Gato9 571W 96 Its! Eke UROCwM 410 SS Eko OataResO 155kel 121.4 lot 177 kd 189.7 ksi GD83.75 Amniram 16 kd 22 ka1 A36 Sted 36 ksi 68 ml Gr. 33 steel end 33 trM 45 ksi 2 A 3, THIS SHEET. FOLLOW EMOEOMENTAND EDGE DISTANCE LIMITS. NIY WSTALLATION OPnON SHOWN MAY BC USED ONANY SIDE OFTHr WINDOW. 2) MASONRY ANCHORS MAYBE USED INTO WOODAS PER TABLE 2, THIS SHEET. ALLWOOD BUCKS LESS THAN 1.1rJ'THICKARE 7D BE CONSIDERED TKUISFALLATION&1XWODD BUCKS AREOPnGr IF UNITIS INSTALLED DIRECTLYTO SUBSTRATE. WOOD BLOM DEPICTED AS 2XARE 1.112'THICKOR GREATER TKAND 9C BUCKS (WHEN USED) SHALL BE DESIGNED TO FROPERLYTRANSFER LOADS TOTHE STRUCTURE WOOD BUCK DESIGN MID INSTALLATION IS THE RESPONSISRITY OF IS ENGNEERORARCH TECTOF RECORD. 3) VISIBLE UGHTV?:DTH OR HEIGHT (ALSO REFERREDTO AS DAYLIGHT OPENING) W MEASURED FROM BFMLNGTO BEADW4 Frame Types (Nee FIB B) Gmbs Optiaps (ceo Tonle 1) IOSailatim Coo xa. Sub -to Option Detail Sneer JCJomel (A1) 1-4 Th,xGh tie nJflWaI ILL._.. -keo 2XWeod Freneffl kr W-sleet 4. c9-5 ...w'n Metal -chest d, opUmO TIsxiNe Fame--hto dlhd rlydo'a...._ iXWs4d FrOnelBrek.ltdp-sl'esl4, op5mB .._eb Metal -alcet 4, cpIlon 7 ( 1.4 tM t �yempkd . ..... fit. 2XWood F-Socimblp-0-13. option 1 --No(bKRtalCMU-chest 3. op0on2 ... tl,,b l% Bud.44p [,do CD-doLMU-eneet 3, apti-3 ..-kM Metal -.test 3, option 4 edegml Fln (93) 1.4 Th-gh exr �lln...... ..-kau7XVAwd FramelBWstdP-skeet 4,opeon5 ....kdo Metal -shat 4, options 4m5h Mtn Dame dUododaw__. .Ab 2X~ FrmndBWe04-Voct4•optim6 -.me Mehl -.feet 4, option7 Bat!hge Egrv+Lep f�l 1-4 ymy WUo adwr_._,,..tr.ren ..-We 2XWbW r-en3 ekatdp-sloe+3, option .._4do fkrlcretdCMU•ahmt3 2 ixBucks:dp iron CYreldGlU-aheet3 3 xe .._into Metal -she 3 aptl4n 4 M®ri PRODUCT REVISED 4) SEE SHEET 18 FOR PRODUCT REVISED 4) SEE SHEET 18 FOR OPTIONAL EGRESS LOCK DETAILS. I' plyinwith tho Florida jzC. NOA-No. 17-0411.08 RMxd ter. Osrd br(llorx awfrouoo Data 09r2472020 Aµ1 Apr tiapN� JRd� 027/17 aFSTwss<ET. ByBeIm �m:%�rero ass nw UUT 1} No. 58705 ASS/ANCHORS/FRAME Aron 0f• OF3 -o • •S'•. G� OPTIONS J ROSOWSKI TIMTEmetOIDGYDRIVE a 0515/150 -LM HORIZONTAL ROLLER CHREAOS e0THE O'� i!ENG\P�aY •UB'MM. STRATE ` SyN•�L cmtat a on boa: y1V smS a r+os xOPlg7FtlLJO CERC OFAUTHrAe HR-5510 MDR5510 MTN INSTALLATION DETAILS FOR FLANGE AND EQUAL -LEG FRAMES I I INSTALLATION OPTION 3 21 RCOR 23 ANCHORED THROUGH FRAMEAND IX IYP. ANCHORTYPE. INSTALLATION J SUCKSTRIP INTOCCNCRETE VAU INSTALLATION EMBEOMEFTANDEGE OPTION SEE INSTALLA110N NOTES SHEET2 (SEE SHEETS 641) SEENO7EZSHEET2. m OPTION DISTANCE PER SUBSTRATE. MCHOR1HRCUGH TYPICALFORALL ANCHOPZEO THROUGH EDGEOISTANCE SEE TABLEZ,SHEETx. FRAME INTO METAL 7L0'OR'OX7SASH VA'MAX29 Imo— EMBEDMENTFRAME WTO9(WOOD FRAME OR SUCKSTRIP. Z�' --.-1 VP MAX.6HIM 16 16 30 18 29 —T SEENOTEx.SHEET2 _ I 13 28 - OPERABLE 4 EDGE FLANGE � EMBEDMENT p+00R 912STEE! I 20 � SASH DISTANCE FRAME SMS(G51 S E TABLE x 37.i9 SHOWN p 2 O I 2 114'MA%SHIM I 41 I FIXED TYP.ANCHORTYPE, EE D 19 LITE a-'_1II LO IL LIWDTH GHT EDGEISTANCE PER SUBSTRATE, SEE I TABIE2,SHEEr2 72 BS B7 (I OADEAPPROVEDMULLPON, yq STEEL RAMIPO' FRAIANG ALORSTE _ VISIBLE FIANGE 1 UGHT4NO7H fff� EXTERIOR •• OR STEELS MAYBE STEEL FRAME 72 24 OROO 28 I 14 F7 4 �7 EQUAL lE0 (1)AT AODSPPN OFINTERLOIX VISIBLE LIGHT FKU L� OR VERRCAL OR HORDA.VTAL SEE SUBSTHAIEPROPEHTIES. SHOWN ( SEE SHEETS"TYPICALFOR FRAME SHOWN (/)3.1?FROM EACH SASH CORNER AND AT CENTER OF H[]GHT TABLEtSHEETT 'XO'OR'OX'FO(ED MEETING RAIL BVIXMAOTH SASH ST1lESBTAILS Ta I HORIZONTAL SECTION A -A 00 O� BUIX 28 30 16 18 16 (SEE SHEETS 7e)TYPICAL HEIGHT EXTERIOR aT T OPERABLE OPERABLE. 20 SASH. OPERABLE SASH FORALL'1(OX'SASH 21 R�RO VISIBLE LIGHT SASM o o o i O (BEE SHEE7568) SIGH "FIGHT 1 28 I TYPICAL FOR ALL SASH ! L _ ✓� 16 _ 41 FIXED 80 O 0 47VISIBLE US WIDTH LITE UOMi OWi0T1 43 et 29 FLANGE n WEEP OPT. TS i6 FRS SHOWN 67 85 NOTCHES 80 I� I —� l o v 42 EXTERIORW4•X I r fAwx W. —O I TS R 26 UGHTVAVw OTH — 72 ib 2 (SEE SHEETS") TYPICAL FOR C7 4 ALL •XOX- FIXED MEETING RAIL 33 111. P' SUCKYADTH �5H HORIZONTAL SECTION E-E (XOX) ' EOUALlEO FRALBESHDNM - TALLY 11111, T, 1! TIONASPER SECTIONAAABOVE INSTALLATION OPTION 2:_�. ANCHFREDTHROUGH .••• •VERTICAL EMBEDMENT '`I Na S870.5 •.P" FRAME DIRECTLY INTO •. CMCRETETMU.EDGE .'• DE VISIBLE LIGHT FORMULAS = �0'; 31 ��- �Jd TYP.ANCHOR' EMDEOMENrIWD EDGE (EQUAL-LITE. Xo 80X) ' T •. F•4(f: �'FS •••�tOP..•' \a4`� +OTOTFACIOLOGY DRNE N.VQPILERD{T76 DISTANCEPERSUDSIWITE. SEETABLE T, SHf:Ef 2. SECTION B-B WID71t 6UIX WiDT11fx-41M' HEIGHT: DOCK HEIGHT-7.1FT /�.S�ONAL ENG``` (B{7}4AQiN10 Pf fIIIII II ILII cwrwpKlomnlcremumaaw A LYMV LmtER.PE CERT.CFAUTiL41MM ECUAL EG PRODUCT REVISED FRAME p � 9WNADCoEBwifh Oro FI Ild, o SHOWT+ NDPu4o. �7-041.1.08 0etc ratlone O l2412020Enpl Dy ReR,+erc a0om a nw u<.n r & EQUAL-LEG/BOX FRAMES J ROBSOWSKI INTAL ROLLER - LM 05/15/15 IAne 510 NTS OF 18 MD-HR5510-01 D- 1 B li I INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES I I INSTALLATION OPTION 6 INSTALLATION ANCHORED THROUGH FRAME WTO 2X OPTION 21 RCOR 23 WOOD FRAME OR BUCKSTRW. SEE INSTALLATION OPTION 5 ANCHOREDITHROUGHFRALE SEE INSTALLATION NOTESSHEEf2 (SEE SHEETS") . NOTE2.51EET2. D+TOMETALONTEcRu TYPICAL FOR ALL EMBEOMEN7--I----� ANCHOR-EDTmwUGH INTEGRAL FIN INTO 2X EMBEDMENT � FINFLAKGE REXOYm) 'XO'OR-OX'SASH WOOD FRAME OR BUCK- STRIP. SEE NOTE 2, 10 29 O I EDGE I WMAILSHIM 19 16 30 p $NEU2. DISTANCE 13 EDGE 20 48 OPT 43 _ DISTANCE 3CHANNEL 010 OR012 STEEL 37-M e SMS(G5), SEE I FRAMEMIOM 1 TABLE x SHEET2. 28 I TYR ANCHORTYPE• O �D4'MAXSHIM 1 FD0i0 41 _ I EDGE DISTANCE PER i 1JI LLIE I SUBSTRATE,SEE TYP. ANCHORTYPE _ LGHT WIDTFI E2,SIEETx BEI EMBEOMEMANDEDGE Y (SCREW SH[MN DISTANCE PERSUBSTRATE. REMOVED WIELD 72 a FIN' _ SEE TABLE 3, SHEETx (� I &5 FRAME 13 I NSIBIE 42 SWN DADE APPROVED MULLION. '1 LI(MWID7H p FBCCOMPWN7 TT ALUMINUrNSTEELFML@JO Y4 RCO p 14 V 3 VISIBLE OR STEEL STUD. MAYBE SEE SHEETS C.BCAL FORALL FD® VEKTcAL OR HDRRONTAL LIGHT UTE SEE SUBSTRATE PROPER DES, 'XO' OR'OX'EDMD MEETING RAIL INSTALLATION BUCK WOTH HEIGHT TA9LES 2 a x 91EErx HORIZONTAL SECTION C-C (OX) OPTION B (SEE SHEETS 7-e) ANCHORED THROUGH p TYPICAL FOR FIN INTO METAL 18 BVCK EXTERIOR 28 3O 18 18 ALL'Xo)o (FLANGE MAY BERFMOVED) OPERAFYE 4D p OPERABLE 43 - SASH r H SASHHEIGHT (� 1 0 3739 SM9(Cfi).SEE I r 21 RC Y�SIDLG OPERABLE Q } I I I I i O TA9Ex91EET2 —El (SEE SHEETS GR) GHT SASH TYPICAL FOR ALL SASH _ 41 _ CED 15 I FDT _ 1 VISIBLE LITE I MSMLE ff�"^^ BB r e F^ LKaff WIDTH � 45 47 "11 MGHTWIDTH WIDTH I 80 Bt , r - F RRAME WEEP 29 NOTC'E9 SHOWN I 42 TE_ I WSIBLE 3M.xtww _ I _ 2B p ���11 LIGHTVADTH n 14 14/c K 1M' 3 (SEE SHEETS") TYPICAL FO33 R I �/ R28d 1 FRAME i 15 ALL'XO)C FMD MEETING fUVB. SHOWN BUCK_ veoopuryc�gneuino TION u IV1 3 +? MAX HORIZONTAL SECTION GC (XOX) F°lodm O �SHIM BWEdInp Ead� (1)ATYIDSPANOFINTERLO(2( INSTALLATION AS PER SECTION D-D ABOVE FrsaW EAcx SASH xoA-xo. 77-0411.08 FIN FRAME Et)3-vr IEEENrN T CENTER OF 10- SHOWN TYP.AVCHORTYPE, ��LE&RAIAST `�. �YLNN Rtw:aBr.um, NYarWem PipiYutiopDa/Brc1)2ozo .` �'�oEvs �/ JR 03/27117 "DC"""TH6T a : ? F•'•. 7 EMBEOMENTAND EDGE DISTANCE PER xMs.d Bl• DVIe RMdx, Ali duet Cones EDGEDIySTANCE : Q't %Pff. SUBSTRATE, SEE SEE TABLE3,SHEET2. --I •• EM30kew .D R -V--om Drvwl Y7• ' INSTALLATION OPTION VISIBLE LIGHT A ! 3I 13- rYf�/ J-CHANNELBINTEGRAL FIN FRAMES J ROSOWSKI 5 VERTICAL (EQUAL-LITE, XO & OX) ��.P �'•.47A `� toro TEalHOw0YOR1YE SECTION D-D F '••Azorno�.'' ��.` FLVIMCE FL34275 ''�SS� AxCHOREDTxNOVGH INIECJEAL NroRmTmRoRnMEOR BUCK-wmwALF Fw - WIOTWBUCKWDTHY2.4•iR' neGHr. eucK HElGxr-7-tu• NG``� (011}4ELLiS00 HORIZONTAL ROLLER-LM 05/15/15 STRIP. SEE NOTE x SHEET2, �LYIt 1�NALI�+T` mvlmanamnomeamrccaxet Saw y D,,,y,y Na y,. A LYeUc m2glFfMi P.E CTBYT.OFAUDL6tH298 HR-5510 I NTS 4OF 16 MD-HR5510-01 B —SILICONE STRUCTURAL POLYISOBUTYlENE IW NOM. WITH DESICCANT EXT. m KODISPACE 0 4SG TPS 1w. GLASS STRUCTURAL HOT -MELT Burn SIMONE SHB,NON FOAM vmli DESICCNi SUPER EM. GLASS 0SPACERSNXT- Uff. GL.A.SS ALUMINUM REINFORCEMENT • BUTYL8 5N6' NOM. DESICCANT FOAM EXT. GLASS DURASEAL® " SPACER PIT. GLASS POLYLSO_ DESICCANTFBLAREA 'BUTYIENE SEAL 6Hfi NOM SIUCONESEAL ROLL+ORMED SWRESS S XL EDGE- EXT.GLASS SPACER ' Off. GLASS —�{ 7l8'NOh1. 5116'AIAPVB ` .7/16' AIR SPACE lAr A GLASS <] EXTERIOR GLASS TYPE 5 . --�{ — I 7B-NQM 5L16" AUA PVB I 7116' AIR SPACE- 118'TGLSS a EXTERIOR Tsm GLASS TYPE 6 —►{ 774'hOM I +{ 7l8'NO11 {� 5L76' HM SG I I 5/16' H!H SO I I 7/1� AIR SPACE 31W AIR SPACE tl8'T GLASS1�, 3/16"AGLASS <j EXTERIOR I <]Parfm1R rsm • � faro i GLASS TYPE 10 GLASS TYPE 11 I —►{ T1cnoM 5116'AIA PVB 318' AIR SPACE 3l16" A GLASS faro GLASS TYPE 7 -1 7B'NOM I+— 5116" HUH SG I I 318' AIR SPACE 3116" T GU1SS a 0 E GLASS TYPE 12 T/B• NOM 5118' ALA PVB 3V AIR SPACE 3/16' T GLASS aEXTERIOR ro-m — GLASS TYPE 8 +{ 1—NOM 7/16'AIA SG I I 5116' AIR SPACE 118" T GLASS a00ERM Taro GLASS TYPE 14 r B�M� M. I 7,T 7&79 I+ +{ 7F NOM 72 - 74 7/16'A/A SG I 7116-A/ASG EXTERIOR I GLASS TYPES 5, 7.11 815 a 114' AIR SPACE 1/4' A1R SPACE MAY NOT BE USED IN THE 3118' A GLASS 3116' T GLASS • HvxiASo� 7D. 2S 76 < E]"I PIOR aE--OR GIA59 TYPE510.17810.10 2B ' MAYNOTBEUSEDWTTH .1CHANNELOR LNTEGRAL faro faro • FMFPAM GLASS TYPE 15 GLASS TYPE 16 TYP. GLAZING DETAIL P.n• O°aoiPerAl wt°n,t Te KamnalbO DSO TPS bpae°r SYslem n am�re: S°p°rfipec°rnxrren nolNCI B°M s°oleb SII,°t br 78 Q...O°-WBFn 1 NMe efi 78 Cmtl6ml11 Edgo SP,e°r N. 58705 'A•=ANNEALED •H'= HEATSTRENGfHENED T=TEMPERED A. 3 TW •.OWTROSTOLS M BY KURARAY AMERIC .INC 'SG= d 90 SENTRYGIASV INTERLAYER BY KURARAY �i '• ORDP; AHFIIICA, RIG st SzONA1L11E FOR LAMINATED GLAMNG COMPONENTS. SEE TABLE I. SHEET2 ALY IiI L PF1Mms Ely CEHY.OFAURLfffi% JR 1 03/27/17 1 -TM — PRODU�yCITgREVISED D°Jdi CotleNlIN Me Flondn NQA-Nw- 17-0411.08 Eapimlron o,le DB/2412020 BY _� NB..",,PdT od.n C°n l GLAZING DETAILS J ROSOWSKI TOc O=� HORIZONTAL ROLLER WINDOW - LM 05115/15 Smryyym¢ N' MD HR5510-01 —6HR-5510 T5 pa p O0O®0 iEi�O�00� �o®oE�m mmw=mm0OMEMO © lO —� r— eMAXO.G &ANCHOR CLUSTER DETAIL VMAXO.C. --►1 �— . vrNCHOR STERDETAIL 4' MAX O.C. 1 I �j/ j/ 3-ANCHOR CLUSTER DETAIL Ir MAXO.C. �..J 4- MIN.O.C. I 7 j/ 2-ANCHOR CLUSTER DETAIL GI —Typos Design FimsORlwa+„) d-e I forxoor Oxvr.d..E R4e J Ird LRt AN suck lkigtb P W S4' AD Dank Wt U ig0 /-50 W W 75 GInsTypes Design Pmssure[s)RT) e-B IOrxo.rOXWmdOWB Rlia NR2 m eua FleATl4a y Ww AY B.k WdJ, .F55 /-70 w W TIT SEE TABLE 17 FOR ANFNOOd oee, is rvn �u,vrv,�e HEADER HEADER Ij SECTION DETAIL SECTION DETAIL FORWINDOWSWTTH 2+ FOR WINDOWS WITH 0 21 ✓EL R1 REINFORCEMENT LEVEL R2 REINFORCEMENT (RENFORCEMEN SSHOWN I SASH (RE0.7-0RCF]4ENTS SHOWN SASH INFIGURESAPPLYTOALL HEIGHT LY FIGURES APPLYTOAJL HEGHT FRAME TYPES d FRAME TYPES & CONFIGURATIONS) I O CONFIGURATIONS) 21 1 � r SLL f SILL I �I SASH WADTH t7— SASHLYDTH *I� ORAL MEETING RAL 25 21 21 21 Ic--wilTm - - PRODUCT REVISED )I PIY r,go Ith Ih� Ploridn NOTES: NDA-NaCod �7-04i1.08 1) USE THESE TABUS FORALLWINOOWS WSTALIED THIRD ON THE FRAME OR `� N N R4M.W B)' Ovta R„yymr: E+yi-s-D.w09/24��202O ij FRa�ME �IME1S1aNS ARE BUCKMTH AlIO /, ���'--�'\\ JR 03(27/17 -�oT,B1ea By tlla Da Pto t BUOKHEFIGL (SHEETS 3d}9ASH SDE LS ASPERTHE Rw4�C Ep Duta ME 9) FOR SIZES NOT SHOWN. ROUND UP TO THE N0. 587G5 y*- *: N'EXTAWARAEtEWJDTHERHEGHT ���T1I/-1� Dwn or DIMENSION SHOWN ONTHETAILE ^� �t ;p .� i) �, J" DryrWx DESIGN PRESSURE TABLES J ROSOWSKI THOSESTANDARDAND '�H COI0IFlGnL'IRRAAMONS T �•f1'••, D f �b�� �'i tW0T�14FL3427ORNE TWr FALL WONIN THE SASH WIDTH RANGE W TFE Fs.+: /ORIOP. ' G,\=�` ''',,S/ONAL ` N YEHICE, FLS4D8 HORIZONTAL ROLLER- LM 05/15/15 ADJACENTCOLUMN. 'CUSTOW NDIG01'S tD67}1�'+Em THAT NO STANDARD SASH MNRGURAT10NS T IYIPl�N1 gOFNI/TUMP4RTevRr,!UWN[n®'P'G Sok�/HFlRmaSt SNMO [MMD 'vq- FALLWRHW THE RANGE .. CWrxI, 510 S F 18 HaR5510-01Rer. 6 �111RTT I HEADER rl I SASH HEIGHT 22 SILL SASH WIDTH e - MEETINGRAIL 25 22 22 IAMB grnmvl e V SECTION DETAIL FOR WINDOWS WITH LEVEL R3 REINFORCEMENT (REINFORCEMENTS SHOWN W FIGURES APPLY MALL FRAME TYPES 6 CONFIGURATIONS) NOTES: 1) USE TIESETABLES FOR ALLVANDOW5 INSTAILEDTHROUGH THE FRAIEORINTEGRAL FA 2) FRAME DIMNSIONS ARE 13UCKWiDTH AND BUCK HEIGHT (SEE SHEETS3 ).SASH SIZE IS AS PER THE FIGURE. 3) FOR SIZES NOTSHOWN. ROUND. UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT OIMENSION SHOWN ONTHETMLE. 4)'1M-12414'AND •tU-V1f? INDICATE THATTHOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE INTHE ADJACENTCOLUMN. 'CUSTOM'!NDICATES THATNO STANDARD SASH OONFIGURATONS FALL VATDN THE RANGE. G T,Pok Design Pressure (mst[l ) 6-8 fdrXODrOXWmdowe a R3 Mt L Neu:kmi".P. Nszk Wlah, ♦501-50 W to 75 GIa3T7ce8 s.a Rouuw R3 sue, DODO D sa11 Ry6n) � Design Pmasur6 P6s 6for XOX Wmdows Wn .H9gn 78'I 64' 1 63' 3Strd• Yi-}f_y, 71.391-11.391 -50.01 Sao 1.50.0 SO.o .50.0 SOD 30• 3S35-Ys 7z3[e-12303 •50.0 Sao .SaO SOA .50.0 SD.O 46nm go%-yj t1.991-13397 •50.0 Sao .50.0 50.0 .SD.O 50.0 V,-%-% 13.358.14.681 100 300 .5&0 -%G •SOo -wo 173'4 11.391-12297 .310 Sao .SOD 50.0 .50.0 SMO 3y,%.f 12293-iS553 .MU Sao .Sao 50.0 'Bo Sao 11�` 4.v5 C.I m 11.391.12016 .5D.0 Sao •510 -0.0 .W.O SDO Y•.5S_3( t2o17. t139T .MG Sao .5aO 50.0 .FAD 5aD X-7S 11395-17.010 naD Sao .50D SOD •5a0 I 5o,0 0.3W 1/.391-13.397 •60.0 -40 .50.0 Sao 1510 50.0 65 lrYi-Y. 13.395-15.3171 .aka Sao .60.0 Sao -WA SOD X-X-X 15.361-19.641 .%0 Sao 460.0 %D .Sig Sag Oatom 17.391-11397 .510 Sao .50.0 Sao .$a S0D 75- X.K.}f 11393-IM10 •m0 Sao •Sao Sao .5aa Sao 19111.3t041 •FAO Sao .50.0 -6a0 -mo Sao CLW= 18.36I./9.397 -%D -WD •wo 50.0 .9.1• .19.1' 9tr 3f.js_3( 1&390-24.30) •50.0 SOD •50.0 -%0 .5.0 Sao t3srom 24.381-31360 •50.0 SOD •50.0 580 11ff yf_8_b m .m .510 Sao .v Sao -441• '.YllSu run-C"iJ1JS ITYtJ tHI -[t tAtllt ZS FVHRIi�lIGlNtat -NIH. SASH$=- WINDOW WI07 .w28 2 PRODUCT REVISED mpbing withU FWIda BuDdl.9 Codo NOA-No. 17-0411.08 M111111111/ Re.hed �: OPla /b.:�bc ExpImUon Dato092412020 �:4�ON.......N'���•,�� �aEr4s �p': ?�•�� P .'' JR 03/27/17 oaHANTc.6TNISG¢ET. mom od ors Conbol RMvd g: anr. ReHimr '1O- DESIGN PRESSURE TABLES J RODrSOWSKI ,^-,- ue" m o� IDP .+ \•��` N. VEMMFL3WI Tull* L ENG`` cB/cvrne�rrmpm m gtocF�HR-5510 RIZONTAL ROLLER - LM 05/15/15 111111 SDect:Oo�knNaRev:MR CEHLOFAUM.OMW NTS 7 OF 18 MD-HR5510-01 B 003 TABLEIO: utxa Tree D.51q.Pressure(@5V) e-e fer XOer OXWmdoWs RNnt LL-I R4 Al Bask Hcidtde W b7r AO Beek WNDO 78. 4501J�0 W b SEE TABLE 20 FOR ANCHORAGE TABLE 11 GIms TYpo 5-e - Design Pressure(ibs1'`) for XOor OXWindows R9N. LL3tl R4 Wiod=-BDct VDW 48' I Sc 1 3 25-1rr .ES0 -70A w5.0 -m0 .610 •70.0 �d 2W A� •8ao •mo •ss0 .70.a "A .Tao 3S •850 •T0A •6G.0 -AD "So *Do 4r .650 •70.0 •65.0 •m0 wa0 -TAG R 40- •6io .T0.0 •Oa0 770 •8S0 •JI10 6P .oSO •T0.0 w10 -7DD .060 -Teo € 7S .fiSO -m0 •850 -ALD •51A• £4.T SEE TABLE 21 FORANCHORAGE G-T,F6• 10.12 Re61t l l R4 SAO Okdpa]Bm Sash wk.1k F.-P In) Design Pressure (Ihse) for XDX Windows wtM 0w 48• 6r Sr Q6tom 17.391.11397 •650 1410.0 •65A -110.0 -WA -110.0 50' X-X-X lusa-15.360 • 5.0 1 -110.0 wa0 41n0 w50 -1100 y-y-X 15.361 .IESO •Ba0 1 -110.0 4660 4la0 .650 -110.0 { Odom liA91 -11307 •E6o 41oA w50 -ltao .65.0 -110.0 64 TV N.K.Y. 13.396-19.110 -me •170.0 -me -110A •65A -11n0 X-X-75 19.111.24."1 .6a0 •110D •660 410.0 ."A -110.0 ntm O 17.541 a 11397 •EsD -110.0 4MA •110.0 .6501 -104.6' 86• y-y-X' 19.308-24.= .610 -110A 1 w50 410.0 .65D- -109.5 �r Oabm 24.381-31.641 -MO -110.0 .86.0 410.0 w5.0 410.0 X-X-X 29.64t-31515 .650 -110.0 .650 -110.0 w5S -104.5 12P X-X-y 3t510.3a611 •sso -lino •file 410.0 .550 •110.0 +4D• oaaD •xLwl .oio -t+o.e Hxo •1ta0 •sir •1a.e• •'MIN. SASH She WINDOW W1D 2 GN1d t� A<im Lmtl R4 �n Con4gasUal sun Y knh Rum. (n) Design Pressure(@-M forXOX Windows wit. -Birk H4NN 4r III . - I 53• Onion 11.]91 -13397 •610 .110.0 wa0 -110.0 .67.0 -110.0 or .1 13.SSd-15.360 N50 I AULD .65D -1t0.0 .Me 41a0 • X•X•X 115.351-10.641 Na0 I AIAA •e3.0 I -110.o .Sae •1100 G Oo1an It.391-u997 .510 -110.0 esA -110.0 .65.0 -to53 39 7S }�y.X 13-tatlo .390 .650 1 -110.0 •610 -11DA -KA •Ia20 X-X-X 19.111-24511 •Bi0 -11a.1 Ni0 •110.0 .6sA In., Oman IT.6R-19207 •63.0 -110.0 .me -111D .61.0 06' X-X-X 10.30-21-W .e3,0 -110.0 +me .110.0 •60.0 -920 aeon uaal-J1.sar .510 -Ilo.o w5o •I1ao .eao aao �54t_32A73 w50 -1700 .610 -110832516.39.641 [1a .650 410.0 .610 -1050 Galan •39641 •650 -Ilo,o w10 705.O •BS.O aD.O GI33s TYPM 10.126 tale Design Pressure (@sttt')for XOor OXWindowe RdN, Law I R4 Window BOCt Hd60 w 1 63- r5• 1257rC w50 -1100 1 •6e-0 -710.0 •6S0 -1100 I ze• 1 3S .650 •65.0 .nao •710.0 •aA .650 -110.0 •110.0 .6s.o -Rao •650 -If0.0 14r .65.0 •tt00 •g,0 -71a0 •310 •100.0 14S' 610 •1n0 •Cd,O •110.0 •650 -110.0 IAD' +s50 .650 -939 ITS KS.O -In0 .!g.0 -100.5 •610 Jn0 NOTES' I)USE THESETABLES FOR ALLWINDOWS INSTALLED THROUGHTHE FRNAEOR INTEGRALFIN AS ALLO'NED BY GIASSTYPE 2) IR7ANE DRAENSIONS ARE BUCK WIDTH AND BUCKHEIGHT (SEE SHEETS 34). SASH SEMISASPERTHE FIGURE 3) FOR SIZES N]TSHOMV. RWNO UP TO THE NEXTAVNLABLE WDTH OR HEIGNTDIIAENSION SHOWN ON THETAELE 4)'114. MAW AND'VJ•1134W INOICATETHAT THOSE STANDARD SASH CONFIGURATIONS FALL WT/lIN THE SASH W DTH RANGE INTHEADJACENTCOLU.ICL-CUSTOW INDICATES THAT NO STANDARD SSHCONFl6URATTON3 FALLWITHINTHE RA`!GE ' TABLE 13: D]4s1 sa6 sal catw0! "J sins san lEa 4tift Design Pressure (16sllt')for XO%Wiws Windom wmm.sutle6r ds sa Ostan II.m8 iiml wa0 •700 . o AAA w50 70.0 • o s.3 X-X-X 1]J9B-11]80 w50 -70A w A -70A 4a0 -me w5.0 •700 {, X-YrX t5781-ffi64I •FSO •70.0 .66.0 70.o .6ao 7Mo •610 -m.0 ]5a1I Onto, It=-11797 NSO •70.0 -MebMIA +609 013 •!12 dt2 eI 75' X-X-X 10366-fa110 4e10 -70.0 .65D 70.0 "'A •ffl! .Sdt d02 ® Y.-Y.-Y. 19.111-24.641 .610 7 O 4610 -m0 .610 •m0 wa0 4g0 Qstan 18.3®-taw? -Me •70.0 'AD ase .A.3 a53 Hal �9.1 eb' J(-X.X 19.a99-24.7W .GAD -Me •627 ffit .55A fd.0 .SOJ -803 GntrA11 20.951 -70.950 •e50 700 •610 -Too 6a0 4R.J .57.0 a]A 12P IX-y 14 -30361 1 •65A -Too .59.9 a119 .515 "MIN. SASH SIZE. ....�... .- .r��..o.L.. r..�.•...,.........� 2 Taa Re]d LrN R4 son Wlegrakn smn W , ReryeN DC51gn Pressure(ios/ni) forXOX Windows m:m7Budt N 3Y 1 .4S w W W 5 On1m1 X-X-X X-X-X 11.391-1397 13305-15Tio 15.361 •19.641 .610 .Igo • 0 -70.D •70o -MA 1 •650 w5A .650 -MA -"A•ESA 700 .ESA •610 •70.0 -no •70.0 •650 w5A . O -Me •me •70.0 351 Oa1m1 11.]91 .1].pi . -me •20 -mm •me -zoo •63A -me 75- }{_yj_}( ISS99-1a110 -me -Tok me 70.0 .65A -no •65.0 -m0 2 X -X- 11111.2a64I •6i0 -7aa .6a0 •70A •61G JDD w5a .me ,d5g Pubm 16.MD-11) •w -T0.0 IKSA -m0 .6&. 43.0 tG1A• 4Tr2- 97 %3642 •6A 4A1 •660 -10.0 .r3.0 700 w5D' 4ULr Cb1ao 24MI •Sa`3L •GSD 70.0 .Ma 7a0 -Me • 41A -MD -MD 1A' y_X•y -33760 .63.0 -MA •650 MO .65.0 700 w60' 67? .69-70 FOR GLASS TYPES M10R SASF+SRE a WINDOW MOTH-592B 2 SECTION DETAIL (GRAD. FOR WINDOWS WITH LEVEL R4 REINFORCEMENT (REINFORCEMENTS SHOWN IN FIGURES APPLYTO ALL FRAVETYPES& CONFIGURATIONS) GLASSTYPE.S10.12&%I6 uun CEN * J No.59705 : 'ii�OtS1 •.:;40Rt07•: 107OWCHNOIOGY DRIVE NtVFENICEt�R9127s .•G��`: A4 Ee:•`` edl\1RaROIDRM711dIU3TRF;4L III��1I1 ,\�\ 0. LYNNIII1kii P.E aLLntanawscirvm P.EJBBNS CERf.OFAU7H TJ92B0. MAY NOT BE USED WITH PRODUCT REVISED 1OU1NNFL OR INTEGRAL FIN FRAMES p17fang wi1H Oro Fbdtll gWldingC do NOA-No. 17-0411.08 Tn sse Ono R.letas ERpiranon Dal 0912=02.0 JR 03/27/17 xOGukcESTHssrlrtr. Dy ��� onm R..e•n: remmw 1•roduOe COntrolProdwe conwl ole.n eJ: DESIGN PRESSURE TABLES J ROSOWSKI HORIZONTAL ROLLER - LM m� 05/15/15 Fa4eld. ;�¢ HR-5510 NTS fiAwD 8 OF 18 OmWq Na MD-HR5510-01 Rev+ B Glass Types 5-6 Sash Anchor Quantities for XO or OX Windows ', 30' Height 3V Height I 4W Height I 54" Height 3w Height 36" Height 48' Height SC Height Rein[ Level R1 Width HeadIii g Sn Hand 6 581 E Head 8 SD Head a Sig m Head a sai E Head 9 Si8 E 'I Head a Sill E Head E a S. Anchor Group A Anchor Group C 25.112" 12A47 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+t 3 1+C2+1 3 1+C2+1 3 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 36' 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+02+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1. 3 9 4T m 20.397 1+C2M 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 i+C2+1 2 1+C2+1 3 1'aC2+1 3 HC2+1 3 49' 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1±C2+1 3 1+C2+1 3 g60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2C1+2 3 2+C2+2 3 75. 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 24:C2+2 3 2+C2+2 3 Anchor Group B AnchorGmup D 25.1rP 12.147 1+C2+1 2 1+C2+1 131 1+C2+1 3 i+C2+1 30 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 28- 13.397 t+C2+1 2 1+C2+1 3 1+C2+1 13 i+C2+1 3 1+C2+1 2 i+C2+1 3 1+C2+1 3 1+C2+1 3 38" 17M7 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3L3 4T 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 33 g 48' 23.397 I+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 i+C2+1 2 14C2+1 3 1+C2+1 3 3 Go" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2>2 3 3 75' 36.697 2+C2+2 22+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2t2 3 3 Max. Anchor O.C. AlmtAx Anchor SpaCiOgfOr"Infegral CuwpE GTTupF FIn" Installation 3.4 4• GUIDE TO USING ANCHOR QUANTITY TABLES 'FOR OX WINDOWS (XO SIMILAR): ANCHORQUANNIT • PERJA"a 2+C3+2 3 HEMIWDs.ANCHOR QUANTITY. (2)ANCHORSAT T14 FDQED SECTION A CLUSTER OF(3)ANCHORSCENTERED AT THE MEETING RAIL +(2)ANCHORSATTHESASH TOTAL OF7ANCHORS AT THE HEM AND 7ANCHORS AT THE SBL- F SEE ELEVATION. SHEETI II J_I SEEELEVATION.SHEEr1 SEE CLUSTER DETALS, SHEET 6 L — — — SEE MEET ION, / O X / SHEET 1 5(P ELEYATOY SH� MTERNGRAL SEE TABLES FOR DESIGN PRESSURE RFPEATANCHOR PATTERN ATSRL Glass Types Anchor Quantities for XOorOXWiindows I 5-8 Sash 3W Helghl I 38" Height I 48' Height I 54' Height 3T Helit t 36" Height 4ir Height 54" Height Relnf Level R2 Width fin% Head a sm E Head a Sig III-, Head B Sol E Hand B Sill E Head a Sol E Head 8 Stu -, Head 8 Sill Head E a Sol Anchor Group Anchor Group 2541? g 28' 5 36" m 4T 48- 80• 75" 12.147 - Not Allowed 1+C2+1 2 1+C2+1 3 1+C2+11 3 1+C2+1 3 13.99T 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 20.397 1+C2+1 2 i+C2+1 3 1+C2+1 ,3 1+C2+1 3 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+02+2 3 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 Anchor Group B Anchor Group D 25-Ire 12.147 1+C2+1 2 1+C2+1 31 1+C2+1 3 1+022+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 M. 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+020 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 i+C2+1 3 1+02+1 2 1+C2+1 3 1+C2+1 3 1+C2N 3 m 42" 20.397 1*C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 48' 23.397 1+C2N 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 69' 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 75' 30.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 C011PLY WITH THE MAX O.CISPACING SHO'MN ON THE ELEVATIONS. FOR XOX WINDOWS: ANCHOR GUAMRY PFR2AMB 1+C3+2+p+14 HEM ANo SILL ANCHOR QUANTITY; +,IANpLOR ATTHE SASH A C W STET O F (3) AN CHOR S CEM BLED AT Tf iE MEETNG RAG. +(2)ANCHORSATTHEI'MOSECTION + A CLUSTER OF (3) ANCHORS CENTERED AT THE MEETING RAIL +(,)ANCHOR ATTHE SASH TOTAL OF IO ANCHORS AT THE HEM AND 10 ANCHORS ATTHE SILL SEE ELEVATION, SHEET I SEE ELEVATION, SHEET,— [ SEE ELEVATION, SHEET I !--) L SEE SHEET I @1, SEEPZEEnNGx , ELEVATION I SHEETI RAR SEECLUSTER DETAILS, REPEAT ANCHOR PATTERN ATSILL SHEETS NOTES: I) FRAME DMENSIONSARE BUCK WOTT, Max. Anchor O.C. Anchor MD BUCK HMGHT(SEE SHEETS 3.4} Spacing for'In[egraFPF SI,EBASEi52 AS PER THE FIGURES ON SEE TABLE?FOR OE RON PRESS URE Fln"Installation 4• 2THE NEXTAv"An BLLEVROOSHOWNTH OR�H"GHT DI —ON SHOVIN ON THETMLE. PRODUyCTgthe BWldlnp &j1011 o Fledda NOA-Na 17-0411.08 E[plmllon Onto 0912412020 ADDE1 NOTE TO ANC1pR 2 G7Y. TABLES. aeNY LYN&4, * : No. 66705 #• '0 p SS�OA/AL�EC:``�• A LYNNMalER. P.E PEd 68103 I Nlnda.BwkW(th N1Nori Buck Yddth p�@ q p ' -9$ a N N JEm N N N N N N N [T2 N N N N qg ♦ A i w N + w -� Jamb �• ' w w w w w w w w TNw 4 ♦w ♦ (0 } A P A A A A P A A A P A A Jamb Ta Nyam= q Jmnb '• p q q q q q a n n : N---- XP=Io= JFV u 3ARiR�3RiAi3 d� = o NAa N + + + + + N N + + + N - ¢ Jamb= S. O �x N N N N N N N N N N N N N Ja mb6f1: w $161$ SSz g N N+ g Jamb " P Jemb, AAny A A W S q�' Jam N 4A 3## i♦ � N? �st }AzJ j��� S y q S N N + q N N � JBm Q• m g q q q q N Wn&q Buek Nktth Wndw '7 9 Buck YNEth a� p^ w � w n 1 p° "� • '7 4 � H °1 � � aN N °1 m � ♦ f N N N N Jamh •� NR N� N Nn N �^Ny �Nny �nNy �Nny �^Ny �nNy nN nN N N N N N N + + + + A P P A A A A C A A A A P A A O J N N + + + 00 + � + A A Jam 0 ? D A A A P A A A A A P A A N N N N w HnTTi3. 7. 3— R Rf3 R q ear: = o N N J k N N N N N N N N N N N N R R t ii 13 i+ s = O N N+ w N N+ w _ Je �• H ' w w w w w w w w w m (N� N N + R+ o S a a A A A A P A A 9 A A A A A A A V JMTb? O n P A A A A A A A Jamb a A A A A A JB A P a A P A A a A A a A a A MIR,. Hill k'M y 0 hl iA mz a 4 arc n 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941 )-49o-1600 a CERi.OF AUTH. k7078B COPYRIGHTO2017 PGT INDUSTRIES, INQ ALLRIGHTS RESERVED P ANCHOR QUANTITY TABLES g 05/15/15 HORIZONTAL ROLLER-LM J ROSOWSKI 10 OF 18 BHR-5510 NT TAB E 21: .I sass types Anchor Quanti Max.AnchorO.C. Anchor Spacing for "Integral- GrcupF Fin" Installation 4- PRODUCT REVISED Banding GdeM� No Florida NOA-No. 17.0411.08 ig e:ptmnon Onto 0912412020 Br ` 1— rauoo -Ox roduct control ADDED NOTE TO ANCHOR QTY. TABLES. 'i Y m iO ' •x z c O 4 N O n •IW N d' ff SEETABLE it FOR OESlCi`I PRESSURE m k j TAELE 22: JU Z t'3 c j Anchor Quantities for XO or OX Windows 03 J 00 Gloss7) 110-11G-A2514,11 MAY o� Z ~ 10-12 8 14-16 Sesh Width 3D- Height 38' Height 48- Height 54' Height 63- Height 76- Hdght 30' Hclgh1 35• Height 48- Height 54• Height 63• Height 76• Height ' WITH 1CHANAEL v W LL O -end Head E Head Head Hmd Head Meae HeldIII Head Head "cad Hood • O+_� GwLL FIN Rcinl LwN On) 8 SDI 8 SIII 8 Sig 8 Sig 8 Sill a sm 8 Sig 8 5g1 a Sol 8 Sig 8 SIII ' ' ' ' 8 510 ' ' m 1-- R4 ® PI Anchor GroupA Anchor GroupC ? 25.12• 12.147 _ 1+C2+1 2 talx+t 3 1+C2+1 4 1+C2+1 4K22 5 1+C3+1 1+p+1 5 5 C7 < Z LL wws 28- 13.397 I+C2+� 2 I+C2+1 3 1+C2+1 4 1+C2+1 4'5 2 o 0 0 0 30' 17.397 NCZ+1 2 1+C2+1 3 1+C2+1 4 lap+t 45 1+C4+1 fi 2 4T 20.397 NOt AOoWed 1+C2+1� 2 1+C2+1 3 1+p+1 4 1+p+1 45 1+C4H 5 m Z O 48• Z3.397 1+C2+1� 2 1+C2+1 3 1+C3+1 4 1+p+1 45 1+C4+1 5 Q 2 2 66- 29.397 2+C2+21 2 2+Lx+2 3 2+C3+2 4 2+C3+2 4 5 2+C4+2 5 NOTES: a^a r•!� 75' 3ae97 2+C2+2 2 2+C2+2 3 2+p+2 4 2+Cq+2 4 5 2+04+2 5 1) FRAME DIMENSIONS Anchor ARE OUCIL WIOTHAND A.Jj �'i� Anchor Group Group BUCLHEIGHT(SEE, `� �a�.•• •. 25.112- 12,147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 1+C2+1 2 I+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+G3*1 5 ASPER s4).6AURES ON AS OH 1. 11397 .1+C2+1 2 1+C2+1 3 I+C2+1 4 1+C2+1 4 Hp+t 5 1+p+1 5 1+C2+1 2 1+C2+.1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 PERTNEFlGURES 5 SHEETS 0S. ;*( No. 58705 Y 36' 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1•p+1 4 1+pH 5 1+G+1 5 t+C2+1 2 1+C2+1 3 1+C2+1 4 1+p+1 4 1+C3+1 5 1+C4+t 5 2)FOR SMES NOT *— �•O : mo' 47 20.397 1+C2+1 2 1+CN7 3 1+C3+1 4 1+p+1 4 1+C3+1 5 1+C4+1 5 1+02a1 2 1+C2+1 3 I+C3+1 4 1+p+1 4 1+C3+1 5 1+C4+1 SHOWN, RCUM ILP TO 5 THE NEIRAVAnABIE 'AO •� �' •��� 48' .23.397 I+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+CA+1 5 1+Gat 5 1+C2+1 2 1+C2+1 3 t+C3+t 4 1+G3+1 4 t+CA+1 5 4-C4+1 5 WIDTH Oa HEIGHT OUENMONSHOWNON ' s •. ORIOP,.+G�C�`�• 60' 29.397 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+G+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+p+2 4 2+G+2 5 2+G+2 5 THETABLE. �riS�ONAI-1�N``` 75• 36.897 2+C2+2 2 2+C2+2 3 2+03+2 4 2+C4+2 4 2+G+2 5 2+G+2 5 2+C2+2 2 2+C2+2 3 2+p+2 4 2+G+2 4 2+G+2 5 2+04+2 S 3)SEESHEET9FORA ' SEE TABLE 12 FOR DESIGN PRESSURE GUMETOUSINGTIESE ALYNN XU2 KPE. McNWUM ANCHOR OUANTTTIES SHOWN. ALLANCHORAGE MUST ALSO COMFLYWrrH THE MAX O.C.SPACLYO SHOWN ON THE ELEVATIONS. TASLES PE15a1a3 5.8 Sash ties for XO or OX Windows 30� Height 3E Height 48" Heght 54' Height 63• Height 3P Height 36' Ndghl 48` Ndght 54' Height 63' Height ' ReinC Level 1NtlN (N) Head g S11 E Head 8 SBI Head � 8 SDI Head � 8 SII E Head a figl Head � 8 Sig E Head 8 Sil E Head 8 S11 E Head 8 Sgl E Head E a fill R4 Anchor GroupA l AneharOmupC 25-tf1' 28' � m 5 12.147 Not AlIOWed t+C2+1 2 1+C2+1 3 f+C2+1 4 1+C2+1 4 1+C2N 4 13.397 1+C2+1 2 t+C2+t 3 1+C2+1. 4 1+C2+7 4 t+C2+1 4 1+C2+1 2 1rC2+1 3 1+C2+1 4 1+C2+1 4 1+C2a1 4 1+C2t1 2 1*C2+1 9 N1�+1 4 1+C2+1 4 1+C2+1 4 NC2*1 21+C2+i 3 1+12+1 4 I+C2+1 4 i+C2N d j4r 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2a2 d 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2a2 4 21C3+2 4 Anchor GroupB � Anchor GroupD - . 1+C2+1 2 1+C2+1 3 1+C2+7 4 1+C2r1 4 1+C2+1 4 1+C2rti .2 1+C2+1 3 1+C2+1 4 t+C2+1 4 1+C2+1 4 � 28' 13.39T faC2+1 2 1+C2+1 3 1aC2+1 4 1+C2v1 4 1+C2+1 4 1+C2+1i 2 1aC2rt 3 t+C2+1 4 1+C2+1 4 1+C2+1 4 Y 36' 17.397 1+C2N 2 1+C2+1 3 irC2+1 4 1+C2+1 4 1+G2+11 2 1+C2N 3 1+C2+1 4 1+CN7 4 1+C2a1 d m 4T 20.397 1+C2+1 2 1+C2r1 3 1+C2+1 4 1+C2+1 4 1N 2 7+C2+7 3 1aC2+1 4 1+1 4 1+C2+1 4 40' 23.397 1+C2+1 2 1+C2+1 3 taC2+1 4 1+C2+1 tI+C2+1 4 1+CSr1 2 IaC2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1460' 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 122+C2+2 3 2+C2+2 4 2aC2a2 4 2+C2+2475' 38.897 2+C2+2 22aC2t2 3 2+C2+2 4 2+C2+2 4 2+C2+2 '� 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 TABLE 23: LTINIMUMANCHOf1OUANTRIES SHOWN. ALLANCHORAGE MUSTALSO COMPLY WITH THE MAKO.C.SPACING SHOWN ON THE ELEVATIONS. CE1sl Tip. �I _hor Quarnitu forXOX Windom 8 -B Sash 2P H*ht 3P wW w H4t2f4 4fr H. ht r+4' It;l or wght 24' Itiaht 3D' Hdg�t 38' HdHH 48` Ftfg4 bS HeigK W' fbtya Sash wah 0 Reh{Lael D R-PuN l.,eastl � tla4aasa � fla4asr➢ o Itadasm y �wmasm � fta4nscl � N,aaesm � floaaast � wxasm i -asa g Hnassa � rtaaasa An9hm GmupA i ft ho GfuupC 1 4 4 4 4 4 F+ 6 9 4 4 41 I 1 4 AnM4rGmupB i Anchor Gm pD 1 ar"Im. Y 3W4 11.391-11.391 1+C2.O.C2.1 2 1+C2+O.C2+1 2 +K2•D.C2+1 9 t+¢+0+¢+1 4 1+¢w+Q+1Fl.�C2+04M+l 2.O.Q«1 4 1+CZ+aC2a1 2 7+Cha¢•1 2 1+Q CIZ:1 3 1.17.0+¢.1 4 1+CN C2.1 4 I+C2+a+¢+1 4 33' X-Y-X 12308. 17308 I.G2.aK2+l z 1+¢+O+ 2.1 2 1aQ.Dw2.1 3 1+¢.O.Q+1 4 1+¢.D,¢+11+W¢+1 4 i,Q.O.¢+1 2 f+¢a0.C2+1 z 1+C20-CN1 3 1+Q+(H! 4 f+¢.O.C2.1 4 1.Czw•¢.f 1 4!r1/H' T1.321 -13.397 I+Q.0+Q+1 T 1.Q+0•C2+1 2 f+C2w•Q+1 3 7+Cl+O+C2+1 4 14C2+O.C2+12+0+¢+I 4 I+Q.DaQN 2 1+C2.MQN 2 1+Q•O,Q•1 3 I•C2w•C2+7 4 1.¢w+¢+1 4 1+¢w,Q,1 4 Y•Y-X 133S8-14.BH3 1+Q2 CII•l 2 1+Q+D+¢•1 2 f+¢+O.C2+1 3 1•C2+O+C2,1 4 1+Q+O.C2+1C2+0•G2+1 4 t+¢+OfC2+1 2 HCND•¢.1 2 1+C!•0+¢+1 3 1.C2+O.C2+I 4 1+¢+O+Q+1 4 1a¢+0.¢+1 4 X•Y•X 11.391-12287 1+C2+1+¢+1 2 t+¢+1+¢+1 2 1+C2+NC2+1 3 I+C2,1+C2+1 4 14C2+1+C2+1Q+1+C2.1 4 7+C2•t+CN1 2 1+C2+f+C2+1 2 t+C2.1.C2+1 3 1+Q+1+¢+1 4 1•Q+1.Q.1 4 1+¢+1+C2+1 4 47-W4' K-K•K 12ZB8 -1a45B fa¢.O.Q+I z 1.C2+WC2+1 z 1.Q.D1C2H 3 1.¢.0.C2.1 a »¢w.¢.I¢.O.C2.I 4 I+Q+O.Q,I z 1+ChD.C2+1 2 1+¢+O+¢+1 3 1.¢aMQH 1 f.C2.0.¢+1 4 7+C2.D+¢.1 4 Cu--4. +4%1-12010 I1QH.Q.1 2 I+C2,11C2+1 2 1.C2+IaC2+1 3 1.¢H•C2+1 4 1+C2+taQ+1Q+1+Qf1 4 f+C2+7+CN+ 2 f.C2+1+¢.1 2 1+¢+1.CN J 1.Q+I+C2.f 4 f,¢+1.C2,t 4 H¢,f+¢,1 6 S2-1HL• X-X-X 12017-13397 I+¢.1+Q+1 2 ++C2.1+C2+1 2 7+C2+1+C2+1 3 +4C2+1.C2•+ 4 7+Q+7+Q+1Q+1+C2.1 4 HQ+1.C2+1 2 1+C2+1,Ml 2 1+C2.1.C2+1 3 ++CZ+1.C2+1 4 I+C2+7+Q+1 4 t.¢+t+C2+7 4 5 X-Y-X 13.399-17.01E 1+Q+0+2+1 2 1+C2.D,C2+1 2 t+C2+D.QH 3 1+C2+(OC2+1 4 I•QwM2N•0+¢11 4 I+C2.a¢.1 2 I+C2.0+Q.1 2 I.¢+D.Q+1 3 I+Q+D.Q.I 4 I.C21wC2.l 4 1.¢+D.C2.1 4 mC.-d- lIMI-13.337 I+4Z+I.Q+1 2 I+Q+1+¢47 2 I+¢+1.C2+1 3 I+Q+i+Q+l 4 laQ.1+¢.12+11QH 4 I+C2+1.C2.1 2 I+¢+1+¢+1 2 1+00»C2+1 3 1.Q+1.Q+1 4 I+Q.1+QN 4 I.CN1.Q+1 a w Y-Y-K 13.398-15Mo 1+C2+NQ+1 2 1.C2.1.C1N 2 1+C2+HQ+1 3 1.C2.11C2.1 4 1aC2.1+Q+1+1+Q+1 4 1+CN7+¢+I 2 1+C2+1+¢+1 2 N¢+1+C2+1 3 1+Q+1-M+l 4 I+C2N+QN t 1+C2+1+C2+1 4 X-X-K 13387-19.641 1+Q+o+C2+1 2 14CHO+CN1 2 f+C2+D+Q+1 3 ++C2+O.Q+1 4 1+C2+D•02+12+0.¢+1 4 ++C2+D1C2f+ 2 1+C2+DH2+1 2 1.C2,D+C2.1 3 I.Q+D+C2+1 { 1.Q•D1Q++ 1 1+Qw«C2.1 4 Clntum 11.391-+3397 ++Q.3+Q+1 2 1+C2.3•¢+1 2 1.C2.3+C2.1 3 +.C2.3+C2•+ 4 1+C2.3+C2+1 4 1+C2+3.¢+1 4 14C2+31C2+1 2 1+Q+31¢+1 2 1.CZ+3,C2+1 3 1+C2+3+Q+1 4 1+C2+3.Q+1 4 1+Q+3+C2++ 4 7Y Y-X-Y 13-98.19.110 I.C2+2+C2+1 2 f+CN2+C2.1 2 1+Q.2- 2.1 3 1•C2.2.C2+1 4 1+C2.2+Q.1 4 1+C2+2fQ+1 4 I.C2.2•¢.1 2 1+C2+2+CZ++ 2 1+C2+2+C2+1 3 f+Q+2+C2+f 4 1.C2.2,QN 4 I+CN2.¢+1 4 Y-Y-X 19.I11-24.811 1 Q•7+C2+1 2 i+Q.I+Q•1 2 t+C2+1.Q+1 3 t+C2+1+C2+1 4 NQ•1+C2+1 4 1+C2,1t¢+1 4 NQ+t+¢,1 2 1+C2+1+¢+1 x 1.Qtt+Cx+1 3 I+Q+1+Q+1 { f+C2.f+C2+1 4 l.C2aI+C2.1 4 cult- 1a380-18.397 ++C2,3,Q+1 2 f+¢.3+¢M 2 1.C2.3,QN 3 11CN3,C2+1 4 1M2+3.Q.1 4 1fQ+3+C2,1 4 f+CZ+3+¢•1 2 1+Q+3+QN 2 f+C+3+QH 3 1+C2+3+c2.1 4 +.¢+3+¢+1 4 1.CZ.3+C2.1 4 HB' X-X-X 1A398-14.LW +IQ+3,¢.1 2 I+C2.3+a+1 2 7+Q+9+Q+1 3 1+C7+3+C2-1 4 1•¢+3+Qa1 4 1.C2+3.¢+1 4 1.Q+3+Ck1 21+¢+3+¢+1 2 1+¢+3.Q+1 3 1+Q•3+Q+1 4 fIQ+3+Q+1 4 1+C2+3.C2.1 4 Qptom x4.%1 -30.960 1rC2+2+Q+1 2 1.CA2+¢H 2 7+C2+2+0N1 3 1.C2.2+ 1 4 +.C2.2-C2.1 4 f+Q+2.CR+/ 4 1.C2.2.C2N 2 1+C2+2+Q+1 2 NQ.2,Q.1 3 112.2aQM 4 I+C2+2+Q+1 4 I+C2.2+C2+1 4 12P Y-Y X " -3a3G0 1+Q+3+C2.1 2 1+¢+7•Q•1 2 1+C2+3+Q+1 3 1a 3+C2+1 4 1aC2.3.¢+1 4 ++C . 3+Q+1 4 HC2+3+CZ+7 2 1+C2+3.Q+1 2 1,C2r7.¢H 3 HQ+3.C2.7 4 1+C2+3.Q11 4 1.C2.3.Q+1 4 r1EETABLE9 FORGE' IN PR-1 RE %-714' 11.391.71.391 HCN0aQ+1 2 1.¢+O.C217 2 faQaO•{;2N 3 N¢+O,Q.I 4 1.Q.O+Q+1 '4 1•C2+O.C2N 4 1.Q.OIQH 2 1.¢+0+¢M 2 +•C2+O.C2N S 1+¢w•C2.1 4 1•¢+O.Q�f 4 i.C2.0•C2.1 11 PRODUyCtnTgREVISED 9u11An9 Nnu wllh Ilu FloHd4 NOtL-No.� 97-04'1'1.08 6vhueon O.eo 09242020 01.6 uet onw ADDED NOTE 7D ANCHOR a QTY. TABLES. � Y m � In O o O tl .,ro O c9 I i TABLE 24: MINN0.NMANCHOROUANTff7Es SHOWN. ALL ANCHORAGE MUSTALSO COMPLY WMITHE WXC.C. SPAONO SHOWNON THE ELEVATIONS. GIms TTDe4 1Al1CnOr QNBR9UBB rOrXOX Windows PRODUCT REVISED � f: Ylly w 11 11, IT dd, NOAato. '17.04'11.08 Eapwtflm DR10 09124/2020 ey AB rotlu4t ntrol t G O 4 O 1n O Wb C7 O- _S _ ZLLm n 9 S Ojd 9� Cl) U C7 = < <N F- W � D W QaJ aua ro Z u W W O F O llkii Q J U) Q FQ- Z Q Z O c. o O Z Q O •nu ' = cAs 7 1L11 Irr•.J �ttY LYNry * : No. 587O6 v>ylNBowwmTH_59ze NOTES: I SEE TABLE 13 FOROESIGN PRESSURE .t� MIN. SASNS�• 1) FRAME DIMENSIONS ARE BUCK WIUIHANO BUCK IB]CM(SEE SHEETS S4� Max.AnchorO.C. Mchor 2 SASH SIZE [SAS PER THE FIGURES ONSHEETS 88. :i�0'•` �GAIDp . 2�� "Integral GmupF 2)FORSRESNOTSHMnROUND IIPTOTHENEXT AVNLAaIEWDTHORHEIGHT DIMENSION SHOWN ONTHE TABIE iSS"•••....•. U,\��• ''+i/��NALENtj Spacing for 3) SEE SHEET FOR A GUIDE TO USING THESE TABLES" /11111117 Fin" Installation a• 4)•Na12-IX AND •1(L17113=[CATETHAT THOSE STANDARD :ASHCONFIGURATIONS FAILVATHIN THE SASH WIDTHRANGE A.LYNNN¢LER.P.E WTHEADJAGENTCOLUMI.'CU6OWIND; ATESTHATNOSTANDAGOS HCOh61GURATKINSF/LLLVAfFWTHERIWGE, P"m 568 Sash Sash 1C Ih1�1 3P Ha8h1 3!<F6�1 4S IW9N 5/'WIOMI ICJ'HsIBM 24•W4h1 30•Wipa 3S Fiaigtl 4S Fk(810 6r HaeM m'MWSM p�L �y RO C�q�culian WFtliH RNg4 M) Fb4dd SW � WBtlds81 � W4a8S�1 � Heaad6a � FYead&ll �� Fkadd SO � Ileetl 850 � HmddS7 � Fleadd SS � Ho4dd Shc � WWdSdI � Idudd 681 MNDr O1"uDA I Mch4r GroupC 35-irr K-K-K 11.J91 -11387 Not Allowed I I I 1•¢+0•Q•1 1•¢•O•CN1 21+CL+OM2N 2 1•Q+O+CN1 2 1w2w•¢+1 2 1+C2w+C2.1 3 1+Q+0•QN 3 7+Q•0•C2N 11+C2.O•¢+1 4 1+Q+0•C2N / t.¢•O+¢+t a 0 1+¢+OH,$•t q 30• 72308-t2308 �71e K-K-K K-K-K 1/.J91.13.397 13.99d-14.6TCi 1+C2+OH.'2+7 2 1+¢•0•C2+1 2 1+Q+p¢+1 3 1+Q•O+Qe1 4 HQw•¢+7 4 UCNO1¢•t 4 NQ+O•Q•7 2 1•¢•0•C2+1 2 1•Q+0•C2+7 3 1+Q•0•Q+1 4 HQw+¢•1 a t•t�+D•Q•7 q parr Y.-K-Y. 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I-CZ+1.Q.1 2 I-C2.1-G2-1 3 1-Q•1•C1.1 4 f•Q-1-(2.1 4 HQ+I+C2-1 4 3.393-L7.010 1-C2.0•Q-1 2 1-C2•0-Q-1 2 1-Q+O-C2+1 3 I+Q•WQ-1 d 1•C2-O+C2-1 4 HQ-0-C2•1 4 NQ•0HZ+1 2 HQ-0•Q-1 2 1-Q•0•Q-f 3 1-fRp•Q-1 4 1-Q+0+Q-1 A I-CM-C2.1 4 1391-13.347 HQ•1•Q•1 2 1+CAHQ•1 21.Q+1•C2.1 ]t.C2.1.Q•14 1•C2-HQ-1 4 I-C2-1•Q•1 / 1.C2-1-Q-1 2 1-C2+1+C2-1 2 1•C2-1-QH 3 1-C2-t-C2-1 4 P I-Q•t d f•Q•f•CNt 4 m 80•13393-15.300 1-C2.1-Q-1 2 t-C2-i+C2-1 2 NC2.1+Q+1 3 1-Q•NQ•1 4 1-C2-1•Q+I 4 I+C2 PC2-141•C2+1•Q•1 2 1•C2•t•C2.1 2 I•Q+1+Q•1 3 1•Q•f+CZ+i 4 1•CZ-I-Q-1 4 t+Q-1-C2-1 4 LS381-19.041 I.Q•OK2-1 2 1-Q-0-C2-1 2 i-C2-NC2+1 3 1-C2-0•Q-1 4 1-C2-0•C2•I 4 IaHo-q+ 4 1+C2-0+C2N 2 1•C2•G+Q-1 2 1-Q+0-Q-1 31•C2+0-Q-1 4 1-Q-O+Q+1 4 1-Q-0•Q+1! 11MIm13397 WM24. t+C2.3•Q•1 2 t•Q•3+C2-1 2 1+C2.3+Q+1 3 1+C2+3-Q-1 4 1-1L-3-Q-1 4 1-C2-3•qH 4 I+C2•3-QN 2 1•Q-3•gH 2 1-Q-3•Q-1 3 1-C2+3-C2•1 4 1-Q-3+qN 4 1-Q-3.G2-f 4 IS-L3MB-19.110 I-C2-2-Q-1 2 1-C2-2-Q-1 2 I-Q+2-C2+1 3 L-Q•2•Q•L 4 1-C2+2+C2•I 1 1-q•2•Ml 4 t+12•2K -L 2 1+Q-2-Q+1 2 L-Q•2-Q-1 3 1•Q•2-QN 4 HQ•2-Q•7 4 1•Q+2-Q-1 4 9.111.24.041 1-Q•1-0-1 2 1-Q-1-Q-f 2 I.CM+C2+1 3 L-Q-t-Q-1 4 f-C2-t-Q-t d t•C3.1•pN 4 1-Q-1+C2-1 2 1•Q-1-Q•1 2 NQ-1+C2.1 3 HC2H.Q-1 4 1•Q•1•Q•1 4 1•QH-qN4 t8.380.19397 I-Q-3-Q-1 2 1+Q•3-Q•1 2 I-C2+3-Q+1 3 1•Q-3-C2-1 4 1-C2-NCZ-I 4 L-C3-3-q•�l 4 1+C2-3+QN 2 1-Q-3-Q-L 2 L•Q-J-Q-t 3L-Q+3+Q-1 4 NCN3+C2.1 4 f+Q-3-Q-1 4 9.390.243W HQ.3•C2.1 2 1.Q-3•Q•f 2 NC2.3•Q•1 3 1•Q•3•Q•1 4 1•Q•3•Q.1 4 1•C3-3•qH 1 L•C2.3•Q+1 2 HQ•3+QN 2 L+C2.3+C2.1 ] 1•qN-CNt 4 t+Q+7-C2+t 4 L+Q.3•CN7 4 C16tOm 2d301-30J60 HQ•2+gN 2 HC2.2+C2.1 2 1•R•2.QN 3 7-C2•2•C2+f 1 1+C2.2•C2.1 4 1-p+2+C3+1 4 f+C2•2+QN 2 1•C2•2•Q•1 2 L•C2.2+Q-1 3 1!Q•2•C2.I 1 1-f2+2•Q•1 4 NQ•2+C2+f 4 f2P X-X-X -30.3E0 NQ•l+Q.l 2 1•C2•J•Q+1 2 1•Cl•9+12.f ] I.C2•3-C2-1 4 1+C2+3+Q•1 / 1.p•3+p-1 { t+(.2+7•Q•1 2 1•Q+3-Q•1 2 1•C2+3+Q-1 3 t+(.2.].C2.1 _ SEE 4 1•C2+3+C2+1 TABLE 14 FOR DESIGN 4 1•Q.3-CM7 d PRESSURE 3su4• X-X-X 1f39t-nJ9t NGIABw/ad I I I I i I i•Q+II.Q.I 1•12•0•C1N Nl2•o+Q•1 1•C2.0• Q•1 2 t•r2.o•cz•t 2 7•C2•0•Q•1 2 1•l3.O.C2•f z 1•Q-o•Q•1 2 t•Q•o•Q.t 2 7•Q•O.C2N 2 NC2.0•Q•1 2 t•Q•o-C2.1 3 I•Qw•Q•1 3 7+17.0•Q•1 7 1•C2+0•C2H 3 1•C2.O.Q+1 4 t•Qm•Q•t 1 1•Q+O.C2•1 I t+Q•O+Q•1 1 t•Q•o•Q•1 / 1•C2.0•C2•t 4 7.Q.O.Q•t 4 t-Q•0'Q•1 s I.gwr2.1 38' 12]08-12300 lS11@' y_y_y. X-X-X 11371-13.397 u.39e_u.ra7 4Ta/d• X-X-X X-X-X 11.391-12a'97 1z29e-ts.5se HC2+NQN I•c2-aQ.1 2 t•Q.1.Q•1 2 7•Q-MQ.1 2 1•Q•NQ.1 2 7.c2.G.Q•t ] NgH•gH ] 1•gw•Q•1 / 1-Q+1•Q+1 4 1+c2.o.c2•t 1 HQ.LQ.1 1 t•Qw•tx•l 52-t18' Ontgm y-X-X 1139f -12018 12.017-13.39T 1-QN-Q•1 1•C2.1•Q+f 2 HC2.7•QH 2 HC2.1•Q•1 2 1•C2.1•gH 2 1•l�NM2•f 3 HC2.1.Q+1 3 Hl7•f.Q.7 / 1.C2.1•Q•1 1 7+Q•7•QH 4 1•Q.1.CN1 / 1.Q•1•Q•1 X-X-X 13.398•V.018 NQ-O.C1N 2 HL2.O-Q•1 2 1•Q+0•Q.1 3 HC2.0•Q•1 4 HC2.0•gH ! HQ•0•Q•1 aP DU9lOm y_y�y i1J91 -i]39T t9J9B-is3o0 HC2•t•Q•1 HQ+1•Q•f +•r2•a+Q•I 1+Q.LQ•1 2 1•Q.HQ•1 2 t+Q•NQ•1 2 t•c2•G•Q.t 2 t•C2+3•QN 2 t+Q•1•gH 2 1•Q+1•Q•1 z t•Q•0•C2.I 2 HC2-3•QN 3 YQ•1•Q•1 J t+C2•t.Q.1 3 t•Q•o•Q•7 3 1•C2.3•C2•f 4 t+Q•I-Q•1 / 1•Q•1•(2.1 / t•c2•o•Q•t / HQ.7M2.1 4 t+qH+Q•1 1 f.QM•Q.1 d 1-Qw-Q•f 4 1-Q+3.Q•1 y_y,.X ts3at-t9.e4t 1S C-ntam y.y.y 1/.391-13.3g7 IJ.39g-18.110 NC2.2•Q+1 2 HC2.2R2.1 2 HQ.2•Q•1 3 NC2.2•Q.1 1 1-C2+2.C2.1 4 1•Q-2+Q•1 19.117-21.BIt HCNt•Q•t HCS.J.QH 2 NgH•gN 2 i•Q-3.Q•/ 2 I,C2.1+C2.1 2 1-Q•3-qH J HC2•f.Q•I ] 1•Q•7•Q.1 4 HQ•1.QN 4 HC2.3M2.1 4 1•gN•gH 1 1•Q+3+Q+1 98' C-elloln y_y,.y, 10.Y0-f9397 19390-21.Offl HC2.J•Q.1 2 1•C2.3+Q.1 2 HQ+3•Q+1 3 HC2+3•Q+t 4 1.Q•3•Q+t 4 i•p•3•pN CoSlom� 21301 •]03W 1+Q•2•Q•I 2 7+C2.2•C2.1 2 1•Q+2-Q-1 3 1•Q•2•C2•I / 1+C2+2•Q`1 d 1•tl•2•tlH 120' X-X•Y. -30J80 f•C2.3+[Z•1 2 t.Q.3•C2+1 2 NQ+3+C2.1 3 1•L2•].CN1 / t.Q•]•Q•t 0 t•p•3.p•i .' h9r1 SASH SIZE ...w.r.2.-. Max.AnchorO.C. Anchor Spacing for "Integral•Group F Fin" installation 3.T lE DIMENSIONS ARE RUCK Worn AND BUCK HEIGHT (SEE SIIEET93d) SASH 6RE OAST-P147HE Es ON SHEETS O& SIZES NOT SHOWN, ROUND UP TO THE NE%TAVAW-BLE YAOTH OR Y.EIGFr D0.E43N1N SHOWN ON THE TABLE. SHEET eFOR AGUIDE TO U541O THESETA0lE5. _ PRODUCT REVISED In with the Floddn nnnal-y a� xa1L-xo. '17.0471.08 i'iptmHon D4ee09247202D B rW hodnc ADDED NOTETO ANCHOR b OTY. TASTES. � Y m 2 �P In O o O' =do UU_d 13� � WW 5Of :� w zN w tL J O 0 8 Z F Q F Z O ~O O N Z 0 N Q = MlG x.d . `SS111111111Irr ` �1� UGEk�• (!- tl-; Na 58705 %pO,�'. STATE F� •' •(V�: An.hdf QDBntW.. hrXOX WndoW 6 N-16 S3aN 1� 24-Moll JO'WIgM 38'MSM 41r WGM SP PaipM �Br III" 2PIhi9M "wow 36'Helyd 46'Hd2N fit'-gM Sr -NON SaM gg q Rent Lnel Ca1i�4altn FhW on) FAe0850 I 1.11 5 Itm185llIgI He.d85L1jjj /L .S. 5 11ad8S11 � Fka1650 yF Ikv48510 Ha d860 /tndBSDIII He d89III -eM: 241/4' 1 YYS I If591-1f.391 I NDLAROWed 1+CN0.C2.1 2 f•LZ.MQ.1 2 f+C2•D.C2+1 3 1.C2+0.C20 4 I+CN0.C2H 41M2r0M2N 3r YX-Y 112.3W-12305 D1 -I 2 f.M.O.C1.1 2 iM2.01C2.1 3I+C2+01CN1 4 t•CZ.O+CN1 41.03.O.C3.1 4Sf/6' YY'-)` Y-Y-Y IL391-13.38/ 13.M-14.610 .0.G2.t 2+O+Q+1 .0+/Z+1 2.O.f2+1 2HFL2+1 211C2.0.a11 2 1+C2.O-Q-1 21+C2.01C2+1 2 f+C2+0.Q+1 2 IK2.G+C2N 2 1•C2+GlZ•1 2 t+C2+0.C2.1 2 1K -O+CNl 2 1.C2.O.C2.1 2 1.0.0.C3+1 J 1+CJ.O.C3•.1 3 I+C3.D+C3.1 3 11CJ+0+CJ11 3 I+CHU+C3-1 3 1.C3+DH;3.1 4 1.C3.0+C3N 4 I+C3HI.C7.1 41+CJ.MC7.1 4 1+C1.OM211 4 1+0410-04+1 41.G+O1C0.f 4 11 0-0,1 0 1.04+0-04-1 1 I.C3+O1C3.1 / 1.C4.D+C1.1 ��4, Y-YX YY-X 11.391.1229T 12296-15.555 52-Ur O.w YX-Y 11.391 -12010 12817-mv 10.C2.12 UC2+O+CNI 21.C3.0.C3.1314C3+DC3.1411G+01CA•14I.G-O.G.t Y-X-% 13,395-17.010 +O1CN1 2.C2+1 11+Cb2-C2-l 2 1+C2+0.CNI 2 1.Q+2.C2+1 2 I.C340.p.1 2 f+02.2+C2+1 J 1.C34WC3+1 3 f+O.2+C3.1 41+G+O1G•1 4 i.O1.2+CN1 41+C/.OMA.1 4 1+G.2+C4+1 6P Oaten X.YX 11.391.13.397 I33911-ta3W J+CE+t .0.C2.1 2.21C2.1 2 1+C2.NC2+1 2 t+C+O1C2.1 2 1.C2+3.CZ.1 2 1+22-2 2.t 2 I.C3.O.C3.1 2 f+C2w C20 J 0. 2+0-i 7 I+u.OMA+1 3 14C3+31C31f 4 1.CH2413+1 4 I+G.O.C4-I 4 f+G+3+01N 4 I+C/.2MA.1 4 I-CCS- C6.1 4 1+04+3.C4+ )S-Y-Y 15.361 - 19.641 7S' C033m1 Y-X-X lull.I&= 1a396-18110 12•Ci•121+C21NC2.1 21+C2.3.C2.11 I.C3w1.C3+1 41•G+NG+I 41+G+3+C4+1 X-Y-Y 19.tIt-24.6C1 O+CL+1 N+CN1 2.31C2.1 21.©.0 -1 2 1+C2N+CZH 2 1.C2.3+C2.1 2 I.p+01C3+1 2 t+C2.31C2+1 2 f+CNNCNI 3 /.C/+D.C4.1 3 1+C3+NC3+1 3 1+0110CA•1 4 I+CS.C.CS+1 4 f+G+44GH 4 t+GH+GN 4 1+CS.O+C5.7 4 t+G+4+C1.1 4 1.C4+3+CA.1 9P Owt-n Y-%-Y 1T.641-19.397 19.396.27.3W X-X-Y 24.301-31.641 .21C2+1 2 21CZ•2+Q• 2 NC2.NC2. 3 2.0443.C4. 4 NG.3.G+ 4 I.CA•2+01+X-Y-X X-X-X ?a.B/t -3251s 32SIS-39.641 ]+C2+ 2 2.Q+NCN z 21C2.3.C2 J 2.ONNG+ 1 21G+i.G. 4 2+C4+3+C4. 2+T2.2+CR+ 2 2HZ1]+C2. 2 VC2.J.C21 J 2+04+3 "#: 4 N04.3+G+ 4 2+C4-310/. 11P OalOm -39.641 2+CN3+C2+ 2 •3.Q• 2 2.C24 .CN 3 24G.NG. 4 NC4.4+04. 4 NGN.G+ 52-I18' X-Y-X 120 Y.-Y4-Y. 0.3 CLstotn II.J sP X-X-Y 1a2 Y-Y-X 15.3 0n iu TV X-M-Y 13.3 X-X-Y. 1st Qab n 17.6 95' X-X-X 19.3 X-Y Zt. Ur YYY 29.6 .11 Y FY_X 3 . 1)FRAME DIMENSIONS ARE BUCKWIDTH AND BUCKHEIGHTISEE SHEM 3-4} GLIYIWDOWWIDTH-S0.T2 SASH S� IS AS PER THE FIGURES ON SHEETS M. MAY NTYPE USED 'MIN. SASHS�a 2 2) FOR SIZES NOT SHOWN. ROUND t1PTOTHE MIT MULABLC NIDTHOR HEIGHT DIMENSIPN SHOWN ONTHETABLE. AIRY NOTBE 175ED YAfH 3) SEE SHEET 9 FORAOUIDE TO USING THESE TABLES. JCHANNELOR INTEGRAL 4)'114.12-1N'AND-i13-1TJ-7r3 ' INDICATE THAT THOSE STANDARDSASH COWGURATICNS FALL WITHIN THE SASH WIDTH RANGE FIN FRAMES IN THEADJACENT COLUAPL 'CUSTOM' INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALLWITHIN THE RANGE I PRODUCT REVISED �Ip1YInO wIW MO Ftodda NOA-No. Godo 17-0411.08 B PInU4n DAL0912412020 D rY ad .adool�c�one. ADDEDNOTETOAN . CITY. TABUS ti Y In cn .a 0 O O_ O O� 41W O Jog X12 6 = O =u O i ui�• Nas�4 g U) •wT m m gz� 8 w 1L J t0 o $ Z I.ws LLffi J m F Z d' Z "s p o O O N Z O m Q m= 1111 ITTT��4 L... No-58705 :A �,n •'. ATE F ••"/: ����S��NAl1EN�:•��• A LYNN M04FJi PE PJJ 68T09 5 801 of Material 0 Pand D-Apdon tdated.1 1 820121 F—Head. SN and J-d.-JChamel PVC 2 62D122 Rama Head, Sig and'k-lo, -Rage PVC 3 6MI23 Fmme Haed, Sig and Ja1da -Fm PVC 4 620124 Frame Head. Sig end Jeans -Equal Leg PVC 13 6MI72 A.54A!Doren/76m Corer PVC 14 020131 Flied Meeting Rml PVC 15 MISS Tack truer! 6063 T8 At 18 620129 Sash Rod (Sldas, Top & Bohan) PVC 77 620165 Mmarat 80831E Al 19 SM156 Poll Rat lotmbck 6063TGAI 20 820144 Pull Rml Intedoek Cmer PVC 21 620150 Light Sosh Ralnbaetnent 60837E At 22 620151 Sterdxrd Sash Rclnbrt—ot 606376 Al 23 620162 HD Sash ReBdcmemem 60631BAl 24 620153 Standard Meeting Rail Rebbn:emerd BM515 AI 25 620154 HD Meeting Reg Reird-maid 6005 75 At 28 820155 1 H.D. Hxlz Roger Meeting Ran RntrdaeortOnI EMITS At 27 710Xf 14PPA At a 1-lie PR PH SDS (Maxxe2 Screw) 410 SS 28 61644 eaftmtrip, .187' x .27U' Fin Pie 28 61719 Math -Id .187-x.220• Poly Pda 30 a x 1' Ph. PH SDS (hderbck Molmthg Semw) 410 SS 31 78k312PPA 48 x 3.1/2' PR PH SMS (Fhcd Waiting Rag S—) 410 SS 32 71609SP Meeting Rall Screw S wft Plate 605375 AT 33 720210 wasp Hob Ch- PVC 34 720167 Installation Sew Hain Plug PVC 37 720197 A11to Lack CS,eel 38 720199 Sweep Lock Cast 2)no 38 720198 Auto lack C-,ASs..tly Ghat 2lnc 40 d0 x 1.118• PIL FH SDS (Auto end Sweep look Sam) SS 41 720200 Auto and 6xeep Loch Keeper Cst 7- 42 76X74PPA sex 374• PH. PH SDS (Kmpor Same) SS 43 7812FP7X /M x 1/C FPH Tek (RsM,,eemert Sc SS 44 Lcade8le Top Caner Key Nylon 45 Load3lgo Bottom KbrmrKey Nylon 46 Lwkshle Top CarerKey Nylon 41 Lockat0a Bottom Co -Key Nylon 48 720204 Wheal Nylon 72 620135 Lnmi. LG. Bead PVC 74 BaekeeddOg. GE 7700 or Dow 7B1 Sgk- 75 7105415 Setting Black (7/8' x 2 x U6•), 85 N-5 d- EPDM Cfl 61011 Rolhrmed Scmon Alum 61 61012 Extruded Screen F-no Alum e2 Extltx.%d Screen Spreader or Alum 83 47042W ScreenC-,KeywM Pot Ring PVC 84 47041WICKCiB Sareen Comer Key No Pull Ring PVC 85 7f/ISPM Te0inn SpArg SS BB 6181FAM Somas Cloth FrberPass 87 61635181814 .14(` Screen SP6m (Mwh'wJHerd Roo ) NOTES; I)ITEMS a 6-12.18.35.30.49-71873 ARE NOT USED ANO ARE NOTPARPP 70F THIS APPROVAL. 2) PVC BY ENEAGI WINDOW AND DOOR PROFILES, LTD., TO BE LABELED FOR~EXTRUDER CODE. .82 L or -►II+- .062' J.SOC' 06r 95W' z4as 2-M 2uS 2AW S JLI44WVEL IDS FUWGEFRAAIE FINFRAME EOUALLEG FRAME , 75 O1 8M HEAD. 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P.E., rt4zs9 HR-5510 NTS 17 OF 18 MD-HR5510-01 B SASH 44 ASSEMBLY aa1ERED FRAME WIfH DETAILS INTERIOR AND E)REIOOR T r A111111 Ell TO SASH t7RERI0R � SASH RAIL %4 1a i TASLE29 Egress Lock Bi0 of Material III I PaRa I DesJlpDon ktatedel 100 7MC7024 M01LWdA Lock Opardt Cast zne 1M 73340 Opemtormmmdng Plate Sled 102 72016 k1u10 Lock KeepLr Nundlwm 103 720214 MuTpoInt Lock Guide Nylon 104 22D217.221 tie Bar Vedes Stdl-.star 105 71024XI2HFX a10 x 1? HH MS Stemless Steil 108 7WFPAX 28 Y 1° Ph FH SMS Swnleso Sted 107 76X76FPTX a8x 3W Ph FH SD.4 Sle)Ness Steil EGRESS LOCK DETAILS INOTTOSCW F. 45 2D PRODUCT REVISED pl]lIIinp W11A tae Fleddn ATTACHED TO O^da 46 I FRAME JAMB 1 NOA_nD NOAdIo. 17-047.1.09 .., cxptm0on Dcto 091242020 42 18 01 © DY__T OFiam t nw 11 82 ) 1 \Le it oPr• rz ` is � � 1 40 41 � ^ATrACHED 47 M5 OPT. SWEEP LOCK FRAME JAMB 107 T0M LOGY27UE 60 OR 01 75 © 1 MITERED FRAME WRH INTEWORANDEXTERIOR t00 FRAME1AEL0S N. 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