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Home My WebLink AboutNOASCANNED BY MIAW ADE St. Lucie County MIAMI-DARE COUNTY - PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) mnv.miamidade.aovleconomv PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AM (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 ASH-5500" PVC Single Hung Window —L.M.I. APPROVAL DOCUMENT: Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LIVI", sheets I through 13 of 13, dated 05115115, with revision B dated 06106117, 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. NIISSH,E IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturers name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process: Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0714.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No.17-0630.05 Expiration Date: July 30, 2020 Ir f' Approval Date: November 30, 201 / 1 Page I PGT Industries, Inc. NOTICE OF ACCEPTANCE.' EVIDENCE SUBNHTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519. 05) 2. Drawing No. NM-SH5500-01 titled "Single Hung Window Installation, - LM", sheets 1 through 13 of 13, dated 05115115, with revision B dated 06/06/17, 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, Duraseals spacer system, Super Spacer' NXT al spacer system and )m EdgeT`t 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.16-0714.03) 2. Test reports on: 1) Air Infiltration Test per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 24I 1.3.2.1, 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 a series 5500 PVC single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7964, dated 11/15/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0519.05) 3. 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 series 5500 PVC single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7966, dated 08/21/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No.15-0519.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51s Edition (2014), dated 05/15/15 and 08/29/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NO-4 No. 5- 9.05 i Manuel erez P.E. Product ControM. liner NOA No.17-0630.05 Expiration Date: July 30, 2020 Approval Date: November 30, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (con-rm-m) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS (coN rNUED) 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc, for their "SentryGlasg (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 09/15/16, 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. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5' Edition (2014) and FBC 60' Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal issued by Product Control, dated 6/26/14 and revised on 8119/14, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. (Submitted under NOA No.15-0519.05) 4. 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.16-0714.03) 1. Notice of Acceptance No. 16-0714.03, issued to PGT Industries, Inc. for their Series "5500" PVC Single Hung Window - L.M.I. approved on 08/18/16 and iring on 07/30/20. Man er P.E. Product Con rot E miner NOA No. -0630.05 Expiration Date: July 30, 2020 Approval Date: November 30, 2017 E-2 NG IMPACT RATING VARIES PER REINFORCEMENT LEVEL, SEE SHEETS 67 LARGE&SMAL MISSILE IMPACT RESISTANT M(:HDRAGE \ �'�~ Fx FEFOR \ 26118'MAX O.C. • 215 ANGIIORAGE E]NMPLE MDIUSTOP -I�\ M-NUIX.BUCKWIOTH MAX. O.C. FORARCH-TOP HEAOER(sm �- 12•M FROM /^HFADER(SIN.FORAL FORAU. FRAME SEAM -� 3P IY MAX. % / ' WINDOW ttPEs7 WNOOWTYPES) / B,SEE F MAX. O.C. /� S SHEET3 �- .-� -✓� / V 52.1/9'MAX. BUCK WIDTH -��, 1D'MAX. FROM 12'MM. / FRAME SEAM SE HEETS I- 1-0 O SEES _ _, 30• MM. O.C. SHUT 3 FIXED VISIBLE D SEE __ 8 19 SHEET3 �� 12•MAIL UGHTWIOTM SHEETA _ A. SEE SHEETS �.___..0.r-30'MAKG.Q +-+_12'MAX 9NEET0+ �� ....-. SHEET3i EQUALLY I VISIBLE -rFWED A. UE - / - 1� ....... I / f]-Tl8'MAX O.G SPACED I I LIGNT 1T-7W MAX. O.C. SHEET3i I/ i EQUALLY MTABLE FFR i /HEIGHT J- 91.]B' EQUALLY r / 1]-]IB'MAX. QC. ANCHORS PER I -,- TABLES st1 I TAtE$411 O II / O I MAX ANCHORSPER r0 / O U BUCK TABLU%II 62' BUCK 1 I! MAIL -r HEIGHT MAX _I HEIGHT —I— _ BUCK A SHOVIN X II -� 10'MNf.O.G HBumEIGHT X I 10•MMO.C. X I `�, 10'Ml1l(.IO.C. HEIGHT XI .�] (91.T0- EQUALLY //j 11YLP Mp%. D.G FINALLY 9ASH 'IIIMAX O.C, EQUALLYI SPACED I / �_ SPACED _ - VISIBLE �_ SPACED SPER `-: _ _ . _.___._ __� SEE . ANCNORSFER - ANCHOPACRS ED /////J LIGHT AMCIgR9 PFA /{// ... _.� SHEETS /I TABLES S-11�- / Al TABLESIHII i "/ HEIGHT- A 1 TABLES 4t1 % �A 388 -. &t1O'MAX - ledl2•MAX .._ &l1rz'MAX EP 54NMA%BUCK WIDTH '�'1 `HSEE EIGHTLWEEl' SAMH VISIBLE ~�� NOTGN ETALS B_ir 64'MAX. BUCK WIDTH ~`BNOTCHDETALS. Df-- 1-1I4' - `NOTCHO AILS, B J S,�,-,_ JNOMCHORBATSLLUEELLWEIS, _ NOANLNOR3 ATS _ DETAL% EESUWE SHEETS UWWIDTH -� 5NEET3 SFUT3 SHUTf ELEVATION FOR TYR FLANGE FRAME ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME ELEVATION FOR TYP. EQUAL LEG FRAME ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION FORCUSTOMOOTTAGECUNFIGURATIONUPTO ANCHORED THROUGH THE NAIL -FIN 75•HEIGHTSEETABLES4.11 (SIMILARMCHOR DIMENSIONS FOR OTHER CONROURATIONS) GENERAL NOTES: SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW 1)THIS PRODUCTHAS BEEN DESIGNED& TESTED TO COMPLYWTTH THE REQUIREMENT3 OF THE FLORDABUIWING MOE. INCLUDINGWEHIGHVELOCITYHUMR E2 E(HNO:L GENERAL NOTES_........................._............._1 2) SHUTTERS ARE NOT REWIRED MEN USED IN WDIO-BORNE DEBRIS REGIONS. FOR INSULATED GLASS; INSTALLATIONS MOVE W IN WE HVH&ME OUTBOARD LITE (CAP) MUST TEMPERED. ELEVATIONS ....._._..................... __.._._........ 1 3) FOR MASONRY APPLICATIONS IN MIAMHDADE COUNTY, USE ONLY MVM4DADE COUNTY APPROVED!NSOMtY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE. FRAME. GLASS A ANCHOR OPTIONS ............_..2 ATM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE INSTALLATION, FLANGE & EQUAL LEGROX..... 3 4) ALL WOOD BUCKS LESS THAN I -IQ' THICK ARE TO BE CONSIDERED IX INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS INSTALU110N.INTEGRAL FIN &.4CHANNE.-4 DEPICTED AS 2X ARE 1.1?THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN GLALNG DETAILS .............................................5 ANO INSTALLATION IS THE RESPONSIBILITY OFTHE ENGINEER (EOR)OR ARCHITECT OF RECORD, (AOR). 0ESIGN PRESSURES ......................................... 6-7 5)MCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REWIRED MIN. EMBEDMENT. INST. ANCHORS ANCHORQUANTINES........ ............. 610 ' SHOULD BE SEALED. OVERALL SEAUNOIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALATION SHALL BE DONE BY OTHERSMD IS BEYONDTHE SCOPE OFTHESE INSTRUCTIONS .............. 6)IN'MAX. SHIMS ME REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSHIO THE SUBSTRATE. USE SHIMS CAPABLE OPTRANSFERRING APPLIED LOADS, EXTRUSION PROFILES ............................... 11 ASSEMBLY 8 PATS MST........._........ ......... .... . II•13 7) DESIGN PRESSURES: CODES ISTANDMDS USED: A. NEGATIVE DESIGN LGAOS BASED ON STRUCTURAL & CYCLE TESTING AND OLASS PER ASTM E1300. B. FOSITIVE DESIGN LOADS BASED ON WATER TEAT PRESSURE, STRUCTURAL& CYCLE TESTING AND GLASS PER ATM El3M. •2017 FLORIDA BUILDING CODE (MC). 6TH EDITION C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. - •2014 FLORIDA BUILDING CODE(FBC), SV EDITION B)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOM9 CORRESPONDING TO THE REQUIRED DESIGN PRESSURETHE3StlJ%STRESS INCREASE NOT BEEN .ASTMETWOFDO USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAN DURATION FACTOR WAS USED FOR THE W&UNTION OF MMORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER .MSVAFBPA NDS2015 FOR WOOD CONSTRUCTION DISSIMILAR MATERIALS MALL MEET ME REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. -ALUMINUM DESIGN MANUAL, ADM-Ml5 fROD11CTREVIMFD 9)METAL SUBSTRATE TO MEET MN. STRENGTH AID THICKNESS REQUIREMENTS PER WRRENT FLORIDA BUNTING CODE AND TO BE REVIEWED BY THE ANTHORITY HAVING JURISOICTION. •AISISIOD-12 10) REFERENCES: TEST REPORTS F 796467966: ELCO ULTRAGON NON ELM CRETERE%NON ELCO AGGREGATOR NON ENERGI VMDOWAND DOOR PROFILES, L,O MITE BROWYAIOLTER .ALSC3SD-I0 uw&,Cale SHADES OF CM COATED PVC EXTRUSION NOAS: NATIONAL DESIGN SPECIFICATION FOR WODO CONSTRUCTION, MSVM6PA NOS 8 AUMINUM I n.tepmnn Flu l�'M'iD.Oy ll)MpUCALEEGR MS OUIREME TOBEREWEWEDBYBUILOINGOMCIN- �`� NY LYNry i, °ice �ltlm 4, ..... ' M UPDATED TO FBC 2017. - JR - USER INSTRUCTIONS: 1! BF''•. i)OETERMINE THE SITE SPECIFlC,WWOOW OPENINGS DESIGN PRESSURE REQUIREMENT FROM ASCE 7. 'S 06/06/17 2) DETERMINE WE MOST SUITABLE ANCHOR GROUP FROM TABLES. ON ME INSTALNTON CONDITIONS. 3) KNOWING YOUR GLAZING OPTION (TABLE 1), WINDOW CONFIGURATION AND SQE, DETERMINE YOUR WINDOWS DESIGN orv.n lA: PRESSURE FROM TALES". IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR WE WINDOW [, '%-i ICI •.•Try 10TOTECHNOLOOYDRNE GENERAL NOTES & ELEVATION J ROSOWSKI OPENING OBTAINED IN STEP t T R VENICE, M 31276 4) DETERMINE THE ANCHOR QUANTITY FROM TALES 9-11. VERIFYTHE ANCHORIMUBSTRATE WILLMEETREQUIREMENTSFOR TE Prtc YOUR OPENINGS CONDITION FROM TALES 2 OR 3, MO VAT AL MIN. REQUIREMENTS FROM THIS SHMTSET ME MET. •'• PLORIpF`�:' �� IB91)4S0-LBW w" 5) INSTAL AS PER SHEET 3 FOR WRU-FRME INSTALUMON OR SHEET 4 FOR INTEGRAL FIN INSTAIUTON. iSs "'•-•-•"NC2Y COPMMTo2A1T SINGLE HUNG WINDOW INSTALLATION -LAN 05/15/15 '�T�QNA�L��`` POT==wRG&Ea TE sm. sArt Draruw NOTEOESIGN PRESSURE RATING DETERMINATION IS WE SAME PROCESS FORALL FRAME TYPES (!CHANNEL. FLANGE, ALYNIi IIITII A.P.S. MLar4T19 v® SH-550O NTS 1OF 13 MD-SH5500-01 B IMEGRALFINOREQUALLEGIBOX} p.EJlSeia CERT,OFAUfH.111B29B DESIGN PRESSURE RATI GIP® Type Oa.dPOon(LIYad from Eaedorb Intado7) Dee Tests Priors Tests m.. 6 TIMUI.Inobd l.O.:1/E AEstella, C.,.711E Ail Be.ce+11E Unematedl(2)Lit. of l/0• A Glass Wb.09m PVB lnbdaycr 4,5 6 6 71WI.aminolea I.E.:US` TWane, Cep+7/1E Air Spore+116'LanJneled;(2)Lit.. at 118- A GIa.s Wth.09v PVB hw.,r 46 6 7 71V Lmdnebd I.G.: 118• A E.lodor Cap+ US' Air Spec.+ S/IW Lsmmated; (2) Utes of 1fE A Glees WIh.09E PVB IMe4eyer 4 6 6 6 7IE Ulnlested LG.:116'TExist.,Csp+1W An Sol. -WIE Lsmin.ted;(2) Was of 11T A Noes with .09E PVB mtedyer 4,6 6 9 7/e'IsmW1.dIG.:Illy A Wader G,17nC Alr So..-W1E taneuHd; R) Utec of VW H Bases Wih.090' SG lded Pr 7 7 10 TMtnmhlebd l,G.:1/ETE.IadorUp+7H0'Ail Space -5116'IaMmled:(2)tkes of 118' HGbso Wih.090' SG misdaysr 7 7 11 7/8'Lnmuuled l.G_8118'A Exle&rGp+31g AIr Seem +&Is'tnmireted:R)Utos of l/B' H Glass Wb.09P SG InIedsYar 7 ] T1W IamWhd l.G.:3116'1ate4orrm-318'A'u Spe.-Wl8- iamemed: Rl LItoa of 11W H Giese WMXSW SG Wedayer 7 7 13 7/E laminated l.G: 11E A Ealsdor Cep+llE Mr Spars+711E 1amkated;(2)Utes of 3/16' A Gese WIh.WE SG Intmayer 8 ] 14 71WLamleateL LO_ 1/B' T ExtaMr Cap+ S/ W6 rSpace+7/IrUrinalsd;(2) UMs 01118'ACileso Wlh D90'GG mlodryar S ] 15 I/8'Laminetod LG.:116'A ExlalerUp+ll4'WSpccs+711W Laml..W;(2) Ules dVIV A IS.. Wih.fGD'SG ldedayer 7 7 19 71WUmesed l.0.: 1WTExtadar CPp+U4•Air Sporn+7116•lmdnaatl;(2)Utes orllEABaese Wth.e90'SO mtarieyer 7 7 GrWp w MGhef SYGYl81e MIR Edge Oldance Min. EmeedmenP E 24/7x .131' Cnnmm Nail P.T. Southern piss (SG=.55) 3/8' 2.7/1W 2-1/2' Rngahank Rooirg NaU P.T. SMdhem Pine (SG=.55) 19, 2.711E F g101Ylsaheetl SMS (alsel, I&S S,S, or 410 GS.) P.T. Seals. Pire (SG-,65) 112, iyE Aluminum, 808 W 18' 0.050' Sleel Stud, Gr. 33' 1W BMW (18 Ga.) Sbel, A:3E 1E 0.0.50' g125M5 (sleel, I" S.9. a 410&S.) P.T. Smltlem Pire (SG=.55) Mal I V8' NUMMmn, 0081T5' 1E 0.083' Slad StuO, Gr. 33' 1E 0.05E Seal ' GIASSTYPES 5, 7, D, I'. id 815 MAV NOT BE USED IN • THE HVHZABOVE 30'. MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. 1UNGROUTED CMU'VALUES MAY BE USED FORGROUTED cm APPLICATIONS. Frame Glass Forma Frame Types Option Gangs, Shapes IntleBa6en Oplons met may 5e used ( ) (Soo Table i) (sea Flg A) (sae FIg C) ....Into M Weod FramdBuckeMp - Sheet 3, optim 1 FlBnAe Ene"to, SR'esamael., Tmagh the frurne ..Ins, Ooxrets/WU-sheel 3, 0pgm2 l42) 5-78 04eUPmdew B CnBege AaluTope Rafiue-Top dlM window.:-_,....Ulaugh l%Bucknidp Into UncralYCMU-Sheet 3, option3 ....Info Metal -shaei 3. apUm 4 ...Into 2)(Wood Fame/BuckSMp -Shoot 3, option 1 Bm l EeblF,; , SA.e Thrmgh be Same ....Into C neaJYCMU-sheet 3, option 2 ExYd) (d41 5-18 OddlPrsas B CoBepe Ta & Arth-TWB Remus -Tap of Ueebdow..........thmgh l% Buckstdp its ConcatYCMU-sheet 3, cp5m3 ....Ido Mold -Shed 3, ap6m 4 lAmghthe ...Nb 2%WoOd FmnYBucksWp-shell d, opUm5 UChmulU EWY-Ub, SqualYRecl., mleprd kn...... ,.-Jnb Meld - shoal 4, option (#t) 5-8 06aupodew. eCoeega Am TopB ROSIe.Top m-_.Into.% .FlarelBuI,.P-Sheel 4. Option ,,.Jute Melal -sheet 4, op9m8 al9ro window...... TinDugh the ...Jnb 2K Wcw FranelBucM(dp-shmt 4, opUen5 Nl.gal FIn Eeud{J1e, Seuaal lent. InteAal y...... ..,.Into Metal -sheet 4, opfim 7 93) 5-8 OdellPm4ee a Cohoge Amh-T.p& R.dius-Top Thauo BID items..- into VWood FlanslBuckellip- Sheet 4..;AMI6 Meld -sheet 4, mgm 0 .Itha wlndow..........Into EWALLITE ORIEL COTTAGE - -j BUCK WDTHI----IBUCK WIDTHI--- in --;BUCK W10THI�-- RECTANGULAR � RAOIUSTOP � � ARCM -TOP YANDOW SHMESAS ABOVE OR SIMILAR ARE APPROVED. SHAPESMAY 0E USED BY INSCRIBING THE SHAPE IN.A BLOCK AND OBTAINING DESIGN PRESSURES ANO MCHOMGE FMTMT BLOCK SIZE FROM THE TABLES ON SHEETS 610. O O d tU,NNEL IN7EG'{RA�'L�FOJ I-/IALkF�'L+EG FL7WGE BOOR EZIj71}G-Ul Materiel Min F Min Fes Mael Screw 92 k81 120ks1 18-8 Soave NMI 95MI 4108eaw 901a1 110kei Eke Agga utolO 57 kY W41 Eko utecenle 410 SS Eko O IitFke& low INA W In MI 169,7 W 606}115Mvninan 15W 22"I ASS Bb.I 9W 6B WI Gr. W Steal Stuf 33W 45ke1 ANCHORS RE -GROUPED. - JR - 06/06/17 W=ANNEALED 'M= HEAT STRENGRIENED TEMPERED PVB' = AN' TROSIFOL®P V9 BY KURPRAY AMERICA, INC. -SG•= .000•SENTRYGLA50 INTERLAYER SY I(tIRARAY AMERICA. INC. i�R000RRSV156D a�wndy+an rrim LW Fbide GuitdiyfAda AauPlrum Na 17-D4,30. p5,.... r IYu t Gr L6un Ga4 Product Coma ® roeolPuan: pmm pr - - 'MIN.OF3 ''G'• 1122 = ��' ��lJ;'asl./; GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI fO7oTECHNOLDOYDRNE µyENICE,FL 342i6 rw SINGLE HUNG WINDOW INSTALLATION - LM _ 05/15/15 BEYOND THE vv ' �F`'••"?.a+!P" `'C, ` ', SS/ (�1�'80.180° META ENx,` 71170NA11 L11111tI. P6Ne I. M7 earenmlera.e s�ee/Y=dY: SH-5500 sore NTS 1..0 2 OF 13 Ikoelrp ro, MD-SH5500-01 R..- B su9sTMTE. ALYHIJIV�LLER,PF. ""'�"" INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1% INSTALLATION pIRECTLYIMO CONLRETE�CNIU. BUCKSTRIPIMO CONCRETFJCMU. OPTION EDGE WTANCE SEENOTEY.THISSHEET. EMBEDMENT ANCHOREDTHROUGH INT02%N000 -'"1" EMBEDMENTFRAME 1N'MA%SHIM -FRAMEOPBUCKSTRIP. THISSHET. 1 �—FFT ,- _� 17 NBIBIE�-_i EDGE GEE NOTE 2, &I;— EMBEDMENT LIGM WIDTH DISTANCE DI TANCE 11�EDGEL�I�SASH SHOWN +,� ' . J,r�� !� 44 BNMCE - BUCK HEIGHT Fomo VISIBLE LIGHT HEIGHT E%IEwoR a EDUALiEGIBO1 FRAME SIR -- 2r x l tEII/' ROM EACH MD. EACH END. VERTICAL SECTION B-B .-GRIN - TYP. ANCHOR TYPE. / t M.M'CHORTYPE EMBEDMEMDGE EDGE EM E10142MANDEDGE DISTANCE PER DISTMICE PER SUESTRATE. SUBSTRATE• SEETMLE2,SHEETL SEE TABLE ]. SHOT 2. •- C 401 OPT. SASH TOP FLANGE LIFT RAIL FRAME 2 1.FOR ALLWIHDOWS: NOTES: SHCWN I ANCHOR C3.SS FROM END PHII AT 1)USE ONLY GORIER' SUESTRATE-APPROPRMTE FORRWWDS ANCHORSUSTEDONTABLE2, OVER SHEET 2. FOLLOW EMBEDMENT AND DAD DWIDE: SCREWS TII EDGE PARS M SCREWS®1839' INSTALLATION SHOP MAY FORYAND. SEUSEATIONOPIIDSOFTHE FIEUSED ON ANYSIOE OFTHE FOR WINDOWS WTM WINpOW 1/4'MA%. _ BOTTOM LDMS: 2)MASONRYANCHCRSMAYIE SHIM MDADDITWNAL SCREWS®&3IB' USEDIMOWOODASPERTABLE2. -" FROM END. SHETLALLWOODBUCKSLESS THAN 1-12 THICK ARE TO BE CONSIDERED 1%INSTALLATIONS 1% WDOD BUCKS ME DPTIOTLLL IF UNITISSUBSTRATE. SUBSTRATE WOOD BUCKS WOOD DEPICTED AS &%ARE I.IWSUCKS MILK USE EITHER OR A LATCH OR MEN USED) H L BE DEIGN (MEN (WHENUERLY BOTTOM LOCI(. TANKER LOOST TOPROPERVURE.Y FIANCE TESTEDUNITDESIGN DBUCADSTO BUCK FRAME LOOATICN: N3ND INSTALLATION INY SHOWN END FROM SASH END. OFTHEONGINEE RESPONSIBLLT•OFTNEENGINEER RESPONSIBILITY OR ARCHffECT OF RECORD. E%T(IE'T)RIOR BT FUtED VISIBLE 'MID BUCK4NOM HORIZONTAL SECTION A -A 3)MSIBLEUGHTWIDTHORHEIGM INSTALLATION (ALSDREFERREDTOASDAYUGHT OPTION OPENING) IS MEASURED FROM ANCHOREDTHROUGH BEADING TO BFAOWO. .0 11111 L. FRAME INTO METAL . NOANCHORS - QF. -, REQUIREDIN VISIBLE LIGHT FORMULAS = *; No.5T05 -• FLANGE OR EQUAL -LEG FRAME SILLS WIDTH ®SASWIDUMNOTH-6112' -�'�jl' ®FIXEDUTE:BUCKWIDTH-4.318' sin pl41 HEIGHTIEOUA. LITE I F'+F/AORID,P." SUCK HEIGHT&-3- IOW S/CANAL ENG� I'll,. N to" C100NCI2STEEL - $ELFDRILIMG - SMSIE),SEE TAELE2, SMETI. TYP.ANCL:'?' - '� TYPE ANDED EOGL AND DISTANCE PER EDGE SUBSTRATE, DISTANCE SEETABLE 2. SHEET& EQUAL .EDA30% FRAME SHOWN STEELSTUD. 1/4' MAX. SHIM EQUAL Ui EO BD% FRAME S E%TRIOR n INSTALLATION OPTION 4 ANCHORED THROUGH FRAME INTO METAL 1UTo TECHNOLOOYDRIVE FLANGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI N. VENICE FL342T5 (B41}1061800 i �1fO�T SINGLE HUNG WINDOW INSTALLATION - LM m0505/15/15 I TMimn wm m4q No. Rrv: SH-5500 NETS 3 OF 13 MD-SH5500-01 B cERr. oFAUTn P2829B uw I MLLAT I Ivry u� I rTILa rvra uN F_L:UrTrTL. rnN a a-L.nrLrvrvcL, rrvAmco INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME IWO 2X ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT WOOD FRAME OR BUCKSTWP. SEE INT02XW000FRAMEOR F♦ EDGE DISTANCE ANCHOREDTHROUGHINTERRAL F-- EMBEDMENT NOTE 2, THIS SHEET. BUCKSTRIP. SEE NOTE 2, THIS SHEET. FW INT02X WOOD FRAME OR — 114•MAX SHIM BUCK- STRIP. SEE NOTE 2.THIS '� -- EDGE DISTANCE tl CB 1/4'MA%SHIM SHEET. JCHANNEL 'Tc— TYP.ANCHORTYPE, EMBEDMENTPERSUNDEOGE - T�� -C8)ATE. SASH VISIBLE' ( LIGFrt WIDTH 17 re SHAME SHOWN ---`�-- 1 DISTANCE PER SUBSTR SEE TABLE2.9HEET2. IU'(_ _ .1.. _ OO �T (SCREW SHOWN) _ 44 GALE TVARE EMBEDMENT Ilb•MAX SHIM EDGE ITH SASH 42 WITH WEIGHT _ - o 30 1 L TYP.ANCHORTYPE, DISTANCE \� DMBEDME PER DEDGE DISTANSUBSTRATE SEETACE 3,SHEESTRATE, L— _ -,-,- L BEE TABLE 3, SHEET 2. 18 (NAIL SHOWN) EXTERIOR BT TYRANCHORIYPE, 1 -- ---- INTEGRAL EMBEDME PER DEDGE SUBSTRATE. } O oI FIXED VISIBLE � � � FIN DISTANCE PER SUBSTRATE, FIXED 18 /-j2O OPT. SASHTOP -'I FRAME SEE TABLE 3, SHEET 2. VISIBLE .� —•L� `-' LIFT RAIL .I'FRAME � \ /,\ LIGHT WIDTH SHOWN (NAIL SHOWN) LIGHT IIISrO_('SOL�Op\/ -�./ •-j HEIGHT FOR ALL WINDOWS: NOTES: SHOWN 1 ANCHOR a 3.55- BUCK WIDTH - L 49) 48 FROM END AND AT 1)USEONLY HORIZONTAL SECTION C-C CENTE2221� FORWNDONS ANCHORS LJMD ON TABLES 2 B3 T2 - - I Ur MA% _ GAGE APPROVED MUWON. MC COMPLIANTALUMINUM3TEEL FRAMING OR STEEL STUD. OVER 36 WIDE: OF SHEET 2. FOLLOW EMBEDMENT 0 ADDADDRIONAL AND EDGE DISTANCE LIMITS. SHIM MAYBEVERTICALORHCMZONTAL.SEESUBSTRATEPROPERTES,TABLES233,SHEET2. 4 SCREWS ®1b310' BE INSTAUSED AATION NY SHOWN MAY 45 4fi 4T 35 FROMENO. 14 � BE USED ON ANY BIDE OF THE j FOR WINDOWS WITH WINDOW. BUCK ��--�� ` BOTTOM LOCKS: p10OR p12 STEEL 114'MAX. HEIGHT 1501- / 0�. 18� ADD ADDRIONAL 2)MA60NRY ANCHORS MAY BE SELF -GRILLING^ rl SHIM ��(�^/SV / -G-- SCREWS®&318' USED INFO WOOD AS PER TABLE 2, SMS IDS). SEE \_l 30 1 \ FROM ENO. SHEET2. ALLWOOD BUCKS LESS TABLE52A3. �1 SASH THAN 1.1/2'THICK ARE TO BE SHEET2. EXTERIOR VISIBLE \ CONSIDERED IX INSTALLATIONS. \ j IX WOOD BUCKS ARE OPTONAL IF Irmo,, LIGHT UNRIS INSTALLED OIRECTLYTO HT HEIGUSE ETMER SUBSTRATE.WOODBUCKS LATCH(SHOWN) 86 16 OR BOTTOM DEPICTED A52XARE 1-il2'THICK ------ LOCK( OR GREATER IXAND V BUCKS /1 f'--1 OPT 85 /q�\ TESTED U�3 (WHEN USED) SHALL BE DESIGNED 1—L FIN PNDQR L�� (2H'`{Bi) 30 /mil TO PROPERLY TRANSFER LOADS 31 LOCATION: 65 FLANGE REMOVED INTERIOR TO THE STRUCTURE. WOOD BUCK WEEP \ FROM BASH END. DESIGN AND INSTALLATION IS THE IN -FIELD NOTCHESAT 8D -- RESPONSIBILITY OF THE ENGINEER FRAME EACH END. �� ORARCHITECTOF RECORD. FRAME SHOWN LIREDI FIR ,J BILLSIFTHROUGH FRAME. (ALSO BLE REFERRED WIDTH OR DAYLIGHT INSTALLATION EXTERIOR INSTALLATION �/N THROUGH FRAME. OPENING) TOAD DAYLIGHT OPTION? .OPTIONS rRODUcr n6YlsY� OPENING) IS MEASURED FROM INTEGRAL FIN 1 SHIM MAX BEADING TO BEADING. ANCHORED THROUGH ANCHOREDTHROUG.A14GEfrIWO MOVEDETAL �+v mnidneC eriWlpaFbl:4 1 ' FRAME SHOWN �U� rSHIM LILIIII IIIII INTEGRAL FINING METAL (INTEGRAL FIWFLANGE REMOVED) 13pi14niB ' 1 o �` Q ,� Ra4Wn: P �rceun P. Ot Ao RT'X 135•WEEPHOLECEN •'�X( J Al WMAVER®lei �.• V SE •':(F '. Atieiu apn PmAxe 38 FROM EACH ENO. .-'�'L --'�j VISIBLE LIGHT FORMULAS *: NO.58]Ds i P. ANCMORTYPE. —'J •\�_ = # EMBEDMENT AND EOOE_ --- EDGE DISTANCE yylpp{ _-0 �� pu DISTANCE PER SUBSTRATE, §SASH: BUCK WIDTH-&W �� 12; p Daa u. SEE `ABLE33.SHEWSH N2) —_I EMBEDMENT ®FL%EDLITE:BUCKWIOTH-4-LB' �0�. STAB %%��(V` nD�p ENOLAGYpRNE J-CHANNEL FIN FRAMES J ROSOWSKI HEIGHTIEOUMAITEIlCs "•. �ORID.P,: ��C (W1)•00.1800 lltk: DeN: INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK MEIGHT2-3-15116' ',,S'01VAL 4YPYNYRITYAIT SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 A INTOREDTHR FRAME RA INTEGRAL FlN IIIIII1111BL wrulwwrBFs.ac. yp Nepal S:aN: Syd: Oloaleg Na aa.: INT02XWOODFRAMEIS BUCK- eu AIFNIBnTdEAYT➢ srRP. sEE NOTE2.THIssHEET. ALVNNMIUER, P.E SH-5500 NTS 40F 13 MD-SH5500-01 B P.E96570.5 CERf.OF AUTH. t2B2A8 7w NOM. -+I ]/B'NOM. T/B'NOAL TIB'NOM. 5/16'A/A PVB 5116"NA PVB 5116"A/A PVB-- I 5116"A/A PVB 5/16'WH SG 7/16'AIR SPACE----- 7/16"AIRSPACE 3/8°AIRSPACE 3/8'AIR SPACE 7116"AIRSPACE 1/6'/ IX RIOR t. 1/(EXTERIOR �1 E%IERIOR 3/i6,LTIXTOERIR 1/6•� EMMOR GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 +-� 7I5'NOM. 1--- Tl6'NOM. [— -1 TWNIXh 1— -I 7V OK I-- -I 718'NOM. r 5/16-HM SG I 511VFUH SG 5116"HM SG I 7H6•A/ASG 7/16"A/A SG 7/16"AIRSPACE 318"AIRSPACE 3/8"AIRSPACE 5/16°AIRSPACE----- 5/16"AIRSPACE — 1/e EXTERIOR �1a EXRTEIOR �i �gR 1/6' EXTERIOR y 1/EXTERIOR G ibfl l6]B r9 1&R (in ` GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 -�{ . ]R'NO M Imo- TIB'NOM. 7/16" A/A SG I 7/16" AIA SG 12'NOM.GIAS9 OlASSTMES9 THROUGH 1/4- AIRSPACE— 1/4'AIRSPACE— ' 7&79 IRE1. 16 MAV NOT BE USED 3116'AGLASS 3/16°TGLASS WR11}CNANNEL OR 72 ]4 �IMEGRAL FIN FRAMES (�]EXTERIOR <dEMRIOR GLASSTPPES 5.].B. 11,13 grg ro-Ta 31MAY NOT BE USEDW E RIOR 75 THE HVMZABOVESg'. PNOOUf'L'X6VIYTL GLASS TYPE 15 GLASS TYPE 16 ^1MAYusrvilg Je Floats ' ix.mms cw" / 38 ulln/ O DY 39.Gj ae4m E� W LYNN�i7% No. 58 ltio 1 MoAMuctOrnrc� No. 59705 Y•Pp '- IILII,.1\yl\/�`JJ�_llwll *: • � '• . GLAZING NDTEB' • A'=ANNEALED =-p '. �' = wvokBx vn ®: TYP. GLAZING DETAIL m'=HEATSTRENGTHENED =A •., 2,2 I • /t, 1070TECHNUOGYmm GLAZING DETAILS 01vJ ROSOWSKI V8TE 000'R FOFN. TROSIFOL®PV9 BY NURARNY AMERIC0. INC. T(VENICE,FL311T5 TRIe: B°I°: W.AWSENTRYGLASIDBYNRA URAAM YERIMINC. S /ORIDA� �C�` lu1%°E°tg°° 13SINGLE HUNG WINDOW INSTALLATION -LM 05/15115 L ENG.�`� mwwlwrPanr FOR LAMINATED GLAZING COMPONENTS, SEE TA&E 1, SHEET 2. ]'r/11111111111 ALL�Bn'RrggFgRr£P 51eeE P m, Me. Rer. 0. LYNN Ml IER P.E SH-5500 NTS 5OF 13 1 MD-SH5500-01 B P.EA WO CERT.OFAUIH /2829g Is]YPtd fienDeolaaP MM]mWIN _..mam)bPin u Try. ] Xe0al6ne.M Iw Wtln61dne211i W]1 l0 ]1 .0 61 EWwYe I'm"-,D •mp .1f00 •700 -I1a0 •m0 AIDAAlad -10AIMO -ttn0 l7adAdd AIUDAlad •70.0 L41iaN-"a •10n -11. l}uyprmo .1.•m0-II1..0Ala0fod-naoms •A9 -11n0 QAO •]40 10 m1 M.10CM]n. 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"Oh A 0 rAp .M0.0 nno -11n0 •m.0 n 0 •R.0 -I1D➢ V0.0 -01.s .ma 360 m T4F1 %511.11 aw .AO AIOA rma AIaO rmo A100 -m0 A1n0 LSM51]e %31). m.o10 •m0 -1109 rm.0 Mno rR0 .11a0 •Ra -11a0 em9Q. 3 otl-tve1! -111 .110.0 •fa0 -110.0 •1no -110.0 .IaO -IinO nao A0.0 •I0.0 -110a o0D -nl.] n0.o 90.] EOuyY. 29.m-]B... .I. -Im0 •mn -110.d ADD -11n0 •]...... I ,II AID .1p.0 Alna •m. MP. nao Iad Fp %5n-%61s -m0 41do rAd AID.O _41.. .1.0 Al.. rmo -11A0 Cudom9a. %H1-%310 nno M0.o 1=0 Alod nno Aloa +11e 4100 AID AInO -100 MP0 n0.0 Ad07 -m0 9>2 OCIonOQa as11. Y.... rm➢ .Ifaa .AD o0.0 11-5 rR0 A1n0 SNm.eRehx .m0 AWArA.O-11a0oa.-1109-ROap024611-%318 •In0 n1o.0 .mD -IIPa N00 -11n0 .RO -110D o4. -nd..1a0 .bfle o0.0 -+01.0 ono id1Lugn9lu Gmim Ige .61I1-m510 .... -11Po •]0.0 -I"I nna -10).0 Naa -t.iA 'Ia -0n0 -]00 0.e •OLO S8I nao 9se *AA n10.0 -m1 -110.1 . I AIW •HID AWD Af0.0 .)0.0 AID. -Ao ADSe91. •)n0 Y!I •AA -11-IIaO N0.0 -I1A0 .A.O Ala.•mD 411mo .rao -IIn. +IOD -I'D. Na0 .11..RO .III. w a'.. 3.D1]-.lo. • ad At .m0 A1a0 .ma AI0.0&0.] .]n0 -011 C1WomBW list) -]nets •iD.O -110.0 AAO -11.. •Idd -1w.09ae .m.. 91./ rA0 -1100 w00 AwA .160 A140 rmD -11A0 -Rn -II+110-n0.0 •RO A%8910 •mp -0O.D-i0D BI.A TaN.I w.DM Na0 -110.0 nad -nob nao -Io20 -)0.0 9).e -1A0 -03.] •10.0 Wt •1n0 9n0 -m. 80.0 -Ito➢ .m0 -11 d0 Na0 11.n +m. 41.D SEE TABLE II. SHEET 10 FOR ANCHOR seNDUY AND D-Gn, ee. nme. 1, mi.a1. '•MIN. SASH HEIGHT= WINDOW BUCK HEIGHT - 50.136 -' MIN. SASH HEIGHT NOTES: 1) USE THESE TABLES FOR ALL WINDOWS NSTARED THROUGH THE TRANS. 2) FRAME DIMENSIONS ARE BUCK SASH HEIGHT IS AS PER THE FIGURE. 3) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH ORHEIGHTDIMENSION SHOWN ON THE TABLE. >r' Y �YNN 1 �] - o........ M a /'� ND. S8705 -�' %� �- 10I07ECIBIOLOOY DRNE ens .. �/�.!U� N. VEWCER]yR15 SECTION DETAIL FOR WINDOWS WITH LEVEL R3 REINFORCEMENT & GLASS TYPES 5-16 IREWFORCEMENTS SHOWN INFIGURESABOVEAPPLY TO ALL CONFIGURATIONS) V HEADER MEETING RAIL a o DIIEBm SASH <3 HEIGHT R2 RE mid. N 6 MAY NOTUSED 118 MAY NOT BE USED WITH IIGHANNELOR04TEGRAL 1'ROCUmuivisw FIN FRAMES wa..ldnrp vriN OS Flnnd. R1nldlgq C.A. `1 N. t - [�iTM�u�nD:Ic .,. tlyJ/Y� MJmai aPr.dvd Gwmti I PRESSURE TABLES J ROSOWSKI HUNG WINDOW INSTALLATION -LM 1 05/15/15 S7DWH.9 Na Rx f500 NTS 77 OF 13 MD-SH5500-01 B TABLE Darrype Oesgn Preeeufe, help' e,A]me e1-90.0 h4L I=rl In Fpee NnOa.b eeNsaee Jtt IPD ANCHOR GROUPAND OUPNTITY. I HEADER MEETINGRAIL PA'gH IL (III GASH HEIGHT SILL SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT & GLASS TYPES 5, 6,7 & 8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES & CONFIGURATIONS) NOTES I) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INIEOFM FIN. 2) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE NOV OR HEIGHT DIMENSION SHOWN ON THE TABLE. nurryb 0 WlK larl b empu 6.el, ppcflhnbpn0 Np®m4Ke+ 1wXtl 6n.., Sen1YY1 rIW XJ Dbgn Pleeaum,IQOM' WeW ..0 Auk WM6n u.la ]e] E°Wtle 1Sm1 •690 -la0 •aa m0 SIMNCm4 Hsf]. HCm MSo -inn •aD RO m EpY11e 1SQW-Nble WSO -mo .aD .ra0 denlxtl ROYw I1.m.Z MSa -no ]a0 r°wl UM msn.ave .e10 aao 5a +aD ano el.mauw mae.ame •elo aao xw aao nm Epo1M n3n.a Wn aon sleE.avmlw' Hw]nLSm •6S0 +SSo aao LMeel I1m1-u.6m MSo -no -mo W1a ao0 iXXu a.a].w.a1 .aeo m0 •ss.o am m,Isa. men.asu .elD .mo .ao aao 6H awi.an+e HSD .m •an am F, 1 ERYIme m6n.aen wsa m. wsa ane awXw F.en. nsn.vno .elo .ma .ma ano °slunme bbn...Y +a. ano .a➢ ano mm.ueY • .mD wxo ano rfeu w.W.mD11 10 w m0 •Mo 1.0 6WEva Ctl4p movalael n. .Mo noo aao Epelb men.m9le .mo •aA .R0 N 91 n.wr-11o. WU) •No .Ro •mo ano ..m wmmw. l4en.nee .sso --0 .mD .mo ottam nsn. on wo . 0 .0 mo ff smlml w9r.9An wa0 .m0 .es➢ mo Taal aaa.w.ln .esa .ma .wa an0 sl.m.auw aeR.am] •ase .m0 .a.o -RA $ ey,mu »wl.awe .elo .m0 •w.o -)no fans o.Y,lsb msn-asm aeA .mo aWtlegiM. Oe1pn6Qe ..en. 1e11-no..... •ES0 •060 .m0 -m0 •a0 •a0 -Ro -m0 O=km6Qe 11611.146Y +eSO .RO •W'0 RO swl Itm.lrsm .eaa -mo .aA .mD iXYY aeR.neu .elA .mQ .aA mo sWEWGYW ]i6n-asl0 •BSA .m0 .a0 aao Eowlr mwr-wsm .eso .mo .we .rno era.a D.l.. .sale .aa .mo wlo .mo .,,sue men.mme .eea Ga. nsn.a5le N5.0 -m0 • . Gebm Us BQe •o. 05D 41 Oebn was 11e11.1161e •!SO W T] 11.1➢1.1e➢Y •DSO .oA .mo MS Ae TNY mefi.412p NSD -no W.o aao ppamnL Yw]-SbY •eeY .m0 •01 EpJOm 9A61i.Yble MSD .R0 •1V -m0 m OmWIIAQe II.61r-aeY MSO -RO TYRO .]n0 91utlNRaM ASN-sbn Mio .Ro •aeA obanEW asn.aeY •aA .]no •@0 V. LSs .I aae.fsle Mlo .m0 .I6a Me Em.lou oo aen.ua° .aao -mQ wsA .mo a wsnsa. aen.mea •el0 m.o orlrev,.:.4 mw0. asw -mA •ae ms Al.m Tiel - • IIDn •0eo no. .me •a0 m9 Fld:J? TA mmrrye.e 4iee Daegn Preewn,mMl' +&5oraoo bYM114rl Rr Fpf WtivW eM can ULL TABLE lU, JXGGI V eUH ANCHOR GRWPAND QUANTITY. SILL I HEADER MEETING RAIL C] HEIGHHT SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMENT & GLASS TYPES 5 8, 7 & 8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES 8 CONFIGURATIONS) •p.*LICT REGISLT, nU+mnlrum wml ll,e eL,n,L; �atiH6 c➢e. ^MIN. SASH HEIGHT=WINO W6 IOs17�50.130 AucPwlre NoLwlU E PIIma lse1D CENBF ;%//� � etiami edDTho➢ucef V 9 c �.:(� No.08705 —10 '. U.EOFAUMN� O BeDatNXa. Ompn W.t -., m TEO k, &j owDRrvE DESIGN PRESSURE TABLES J ROSOWSKI 3aZT6ORION G2:` O EN�1``SINGLE HUNG WINDOW INSTALLATION - LM 05/16/15 ll,AiRmnA° wPP8Ea1'� SH-NT6DRe,:A. LYRENSI ER,P£SH-5500 NTS 6 OF 13 MD-SH5500-01 BPEx6eT03 .OI.f�2Be FnP CNf Nl1Q f.PnI1P Il T m®�ovoovvovvvvvovovvvovvovoovvvvvovvvvvvvvvvvvvovvoovvvvvvvoovvvvv �r00000000000©ov000000v000000uvoo©oav00000000voo©000000000©ovv000 ��v000voovvovvoovoovov©ovoov00000vvovvovvovoMEN vvvoovvvvoov©ovvvvv ��vvovvovovvvvvvvvvvvvvvvvvvovvvvvvvvovvvvvvvvovvovvvvvvvvvvvvvvv m�00000000©o©oovv0000©ou000000000000v000v0000©on©oo©00000voovvovo ®��ovoovoovvvvvvvvvvvovoovvovovvvovvov©ovvovvovoovoovvvvvovvovvovv m�vvovvvvvvvvvvvvvvvvvvovvvvvvvvvvvvvvvvvvvvvvvvvovvvvvvvvvvvovvv moo©00000voovov00000©©000uov000vv0000000v0000voonovvoo©00000vovov m�vvovvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvovvvvvvvvvvvvvvv ��ov00000voovoovv00000vovovvvoovoovov00000vvovovvoov000000000vovv ��vvovvvvvvvvvvvvvvvvvvvvvvvvvvovvvvvvvvvvvvvvovvovvvvvvvvvvvovvv �a©vovv00000v000vvvovoovvoov000000vovoovovvoovovvoovvoovvvvov©vvv ��vvovvovvvvvvvvvvvvvvvvvovvvvvvvvvvv©vvvvvvvvovvovvvvvvvvvvvvvvv ��ovovvovovvv000vvoovvov©oovvoovoov000v000vv000v000vv0000vvvovvvo ��vvvvvvvvvvvvvvvvvvvvvvvvvvovvvvvvvvovvvvvvvvovvovvvvvvvvvvvvvvv ��vvovvovvvvvvvvvvvvvvvvvvvvvvvvvvovvvoovvvovvvvvovvvvvvvvvvvvvvv ®�ovovvovvvovvovvvvv vvovvvvovvvvvvvvvovvovvvvoovvovvvvvovvvvvovv ��0000uo©000000©0000�00000©000000000000©00000000000v00000v000000v �vvovvvvvvvvvvvvvvvvvvvvovvovvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv • ��vvovvvvvvvvvvvvvvvvvvvvovvovvnvvvvvovvvvvvvvovvovvvvvvvvvvvvvvv ��vvvvvvvvvvvv©vvvvvvvvvvvvDODvvvvvvvvvvv©�©000000©�©©©©�©�vvvvvv ��vvvvvvvvvvvvvvv©�©©©©©vvvvvvvv©DODOvvv©�©�vvvvvOvvv©Ov©©©©©vvvv ��vvvvvvvvv �©�vvvvvvvvvvvvvvvvvvvvvv©©vvvvvvvvvvvvv©©�©vvv©©vvvvv 0�ovovvvovvOvvv©vvvvvOVOvvvvvvvvvvvovvvvvOvvvvvOvvvvvOvvvvvvvvvvv mvvovDOD��©©vvvvvvoovovvODDvvvvvvvvvvvvvvvvvvOVDODvvvvvvvvvvvvvv vvOvvOvvvvvOv©vvvvvvv "vOvvvvv©��©©©vvvvvvvvv©vvv©vvvvvvvvvvvvv �o�000vv000vvvvvvv000vvvvv0000vvvvvvovov000vovvovoo©vvv000vvv000vo '-��vvvvvovvovvvvvvvvvvvvvvovvovvvvvvvvvvvvvvvvvovvovvvvvvvvvvvvvvv ��voovvoov©o©vvvoovvvvoov0000voovvvovovvovvo©vvv0000vvoovvv000000 s��vvvvvovvvvvovvvovvv00000vvvvvvoovvv©vvvvvvvvovvovvvvvvvvvvvvvvv m�vvvvvvvvvvvvvvvvvvvvvvvvvvovvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv 0�vovvvovovvovvov00000vvvovoovovvovvovvvvvvvvoovovvvvvovvoov0000v c�vnoov000v©vvv00000vvoovoovovoovvvoovvoovvv0000000v0000vvoovvvvo ��vvvvvvvvvvvvvvvvvvvvvvvovvovvvvvvvvvvvvvvvvvovvovvvvvvvvvvvvvvv r��vvovvoov000voovvvvvvov000vovoovvoovvvvvvv0000000vov000vvoovvvvv . ��vvovvvvvovvvvvvvvvvvvvvvvvovvvvvvvv©vvvvvvvvovvovvvvvvvvvvvvvvv WMITSTITEv000vovov00000vv00000vvovv000vvvvvvoovovvoov00000v0000vvvoovvvo �ovvovoovvvvvovoovvvnvovovvoovvvv©vvovvvovvovvvvovvoovvvvvovovvv ��0000000voovva0000000©ovoov0000vv000v0000v00000000v0000vvoovvvoo ovoovoovvvvovvvovvvvvovovvoovvvvoovovvvovvovoovov000vvvvvovvovv 00000n00000vvovvovvoov000vov00000voo©oov00000000vov000vv000v000 �voovovvovvovvvvvovvovvoovvvvvvvvovoovovovvvoovoovvvvvnvvvvovvov vvvvB U13 vv000000DODvvvvvvvvvvvvvvvvvvvvvvvvvvOvvvvvvOvvvvvvOv vvvvvvvvvvvvvvvvvvvvvvvovvOvvvvvvvv©vvvvvvvvovvovvvvvvvvvvvvvvv ��voov000vv00000000vvvovvoovon©00000voovvvv00000vovvvoovv000vvoov ��ovovvoovvvvvvvvovvovvovovvvoovovv0000vvvvvovovvoovvovvvvvovvovv m�vvovvovvvovvovvv000voovoovoovoovvvvovvoovvvvvvvovvvvvvvvvovvovv ��ovvv00000voovoo©0000vv0000000v000000vov000000voovovoovoovvoovov s �ovvovoovvovvovvvvvoovovovv000vovvvvvovvovvovvovoovovvvovvovv000 111WI, vvovvvovvovvovvovvovvovovvoovvovvovvovvvvvovovvovvoovvovvovnovv mml9=!moovvovoovovvoovoovvvv000vvovovoovovvoovvovv00000000vovoovvovoov SEE TABLE 4. Sryttl Q r Vtt uealbn rneaaun<o onto ua:nv mm �nom MIN. BASH HEIGHT= WINDOW BUCK HEIGHT. W.136 NOTES: 1)USE THEMOVE 'ANCHOR QUANTITIES REQUIRFIA_....... TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. 2)USE THE MOVE ANCHOR O.C. SPACING _....... ' TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. 3) FRAME DIMENSIONS ARE BUCK TNR'= MEETING RAIL. A) FOR SIZES NOT SHOWN, ROUND UPTOTHENE AVAILABLPWIDTHORHEIGHTDIWNSIONSHOWNONTHETABLE 5) REFER TO TABLES 2 a 3. SHEET2 FORANCHOR GROUP DESCRIPTIONS M<vAPQcros.a '°" ate, W<EIa ON 6onE y1 Th¢dlfln•kroWlbn u u�nd>�<BnImmFFrae. - .;mmacoa ��11 Acrcl:wm Tlu �I l rj G U:k (02 OIadePTi�n �: TmoTECWIDLOOYDRIVE I ANCHOR QUANTITY TABLE li N.VENICE,F MUS SINGLE HUNG WINDOW INSTALLATION - LM 105115115 1 NTS 1 8 OF 13 V=m 00�80a B0�B08000�000�0a80 ono 000a00vo0BOOrmo0gB00oD0aD00B00�D0800800a �00000000m000m00000"000mmDonnam"oamoo"oaoomooa0000000ma00000000ma ®�¢�oaooaooaaoaaoaaoaaoaaaaooaDonaoaaoaooaaoa00000aooaaoaaaaaoaa000 �a�aaoaaaaaaaaaaaaaaaaaaaaooaoaooaaaaaaaaaaammaaooaaoaaaaoaoaaoaaaaa ©mtsspm �a o mamaaoaaoaaaaaaaaoaooaaaaaooaoaoo©aoaaaoaaaaaaaoaaoaaaaaa00000aaaa ��amm"oo"aamoaaooaa"Daum"oaao"ooa"aao"000a""000aam"a""a000"anm""" ��mamaom"o"aaommmmomaaDaummama""a"am"a"moon"amm"mmaa"moo"ao"a"aao �momoomDonna00000000mam000000"omm0000000aouommm0000000m00000000a m -ter CommDoomDoomDoom"o"aoaoomaDona"oomaaoom0000aaoa"000a0000aaoaaaoa t mom"coo"mum"aoaaa"a"a"""a"oaaoma"""o""a"mamaooamaaom"amaa"o"ace"mace 0 oL�mQ•TGiF�� uno" �"nooama"a"aaa""ma"m"ace""Doommoo"o"n"ma"ao"moon"omom""o"""mm"""" r c+»aomoa11113 r �maam"oa""""""Doomooa"aooa"mom"""comma"aaam"mom""maaam"moo"mono"" �0000000aaoaommouoaoaaoaooma00000ao"000aooa�oomoom000a000aom0000 r �m1311 �"am S�QEF�'3t ffi�GC:n77lcn"ammomnmauouommomaoomNomnm�INaouoomEmu"om omaommoo""oaoma"m""moommum""oomo"amaoaaam""mammm"mmamoom"ooa" oamoaommo"anon"oa"a"am"omDom000amaaaoaoa"a0000anm"moo"oaao""moo oaanno"Donaoomaoaomanoon"Dona"oa"oomoaa0000a0000000000maa000000 aaooaDonnaoa0000000aaDon13 H13am131111 "ooununnooaaooaao""oa0000 "on ooannannoann"omoaaao"am"aaamoaan""ano"amoaa"""""aoaa"am""am 000aooaoa000aa000aooa000a00000aaa00000a000 as"o"MU""a""aon"ao"a"o"ocean"""an"a"a000air°mma"o"a"oaaa""amo"o" aooaaoaooaaooaaooaaaoaDona""oaa0000aaoaoaoaaooaoaaa000aaaoa13 moomom"m"o"Dona"o"""moo""Doom""ooamo"o n"m"onmmoam000""om000noa oa"0000moo"000"o""nomonmmon"onomoou"mom00000000000nonn"onnonoom "ma000000"000n000aoonaon unnumoBoonooano m"moaoaDoomooa"Doomooaaooao"mnoona000000aa"a"moaao"000a"o"ono aum"oaoa"oamooaooaaaaama"ace"m"amoma"oaamm"""a"oaooao ""umaoo"ao""commaDoom"m"000aa000aaamoommaoommaoo"ma"000aoa0000 aaoaao"aeon"aao"oa"aoamoaon"m"am"anonaa aaoaaoaaaaoaaaoaaaoaaaooaaDona""aoaaaaaaaaaaoaaoa0000aaaaaaaaaa oomDoomDonaomo"omaaanoanouoo"ono"m000a"ooaa"""ooaaa00000aa000mm 13""man"m""ama""""maam"a""mamm"m"am"aaaa"am"Oaam""ace"m""ace Una 00000000000000000aaDoomnoon"moo"oo"ouoom000"000moaaa""oamaoa now omoomoouomo"oo"00000maoomoaa000000uo"000uo"0000"o omaDaumo"aoom"ace"oaa000nam""an"a"a"""no om0000"oomao"o"ooaoommanaBanom"000a"o""moo Inoue " aoaoa IN Bann" aman0000amoa "noun"" no"mao"am"onoaomaonmanaaana"ma anuaom"moaumaou ouu on0000" nunn"""""nammoonoaON anoomonoo" a"nm ounnummumam0maamnacemgo Roamano"no"an "muumuu"" au ouoo�anoao"aoamuoonnauaonamu""mamuooaaounnamu"aauonauanauama©non"oamammaoa"©"n aomaoammuoonnaonaaanoomaoaaaaa"cem©""o©oaaa"oma"oamo"mmmm"a"aauamaaaa"on"nonoaceaoaa"an"manmoRoumouaaaoauo"noa"a0maaamnoaou"mooaom"muooamm"amuooamomommm000ama""uam"oammo""umumoao"o"mamuooaa"mao"ouooaa"aoDou"a"mamom"o"uoaon"aaa""mauaaaooaam""au"aaaa""mama"moo"a"aa000uauaoam"m000u""""o""namou"u"oao"ao"moa"am"o""oaaa"aouamooa"omaoamanom man"donm""oon o""aoa noun mmm Omaao" aoaa000aaaa00000aaoa o""nannaman"mm"moan" ""o"amomnomo"onoo""mom amomoom000000ao"Dona nmunn"umm�mmnnamm"Rona 0000m"0000aa""00000 "o"onomanomnaBonne ma no nounanouuaao""maa"omnouaunmam [soul oao"ono aoo" a ' 0000uau a" SEE TABLES 5 S S, SHEET B FOR DESIGN PH bIIAJ bWncN "MIN. SASH HEIGHT= WINOOW BUCK HEIGHT - 50.136 NOTES 1) USE THE ASOYE -ANCHOR QUANTITIES REOUIREO........_' TABLE FOR ANCHORS INSTALLEDTHROUGH THE FRAME. 2) USE THE ABOVE -MAX. ANCHOR O.C. SPACING.........' TABLE FORANCHORS INSTALLED THROUGH THE INTEGRAL FIN. 3) FRAME DIMENSIONS ARE SUCK. 'MR'=MEETING RAIL 4) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 6) REFER TO TABLES 2 & 3, SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. 10N TEdWOLOGY DBNE ANCHOR QUANTITY TABLE H VENM.E, FL 91278 WnAnNarO.C.eCnHM ler cupF LB.ynIFn•mmumn SINGLE HUNG WINDOW INSTALLATION - LM 1 05/15/15 1 NTS 1 9 OF 13 TABLE 11 B�Da�0�B0��a�0880 B�OB�OB�D��OBa088�88 ��B80�aDa��a�Da��B��O aaaaaaaaaoaaaaaaaaaaa aaaaaaaaaaaaaaaaaaaaa aaaaaaaaaaaaaaaaa Monona ©��oaooaaoaaoaaoaaaaama oaaoaaoaaaaaaaaaaaaaa oaooaaoaaoaaoaaoaaoaa ��aooaaaaaaaaaaaaaaamaaaaaaaaaaaaoaaaaaaaoaaaoamaaaaaaaaaaaaaaa oaaoaaaaaoaaoaauaaauaaaooaaoaaoaaaaaaoaaoaaaoaauoaaoaaoaaBaaa ®��oaooaaoaaoaaoaaooaaoaaaaoaaoaaoaaooaooaoaaoaooaaoaaauaouauauoaa ��aaaaaaaaaaaaaaaaaaaaaaaoaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaoaaanaaa ��aaoaaaaaaaaaaaaaoaaua aaoaaaaaaauaaaaaaaaaaaaoaaaaaaaaaaaoaaaaaa ��aaoaaaaaaaaaaaaaaaaaaaaoaaaaaaaaaaaaaaaaaaaaoaaaaaaaaaaaaaaaaaa ��aaaoaaaaaaaaooaooaooa oaoaaaoaaaaaoaaoaaooaoaooaaoaaoaaaaaoaaaaa ��aaoaaaaaaaaaaoaaoauoaaaoaaaaaaaaaaaaaoaaoaaaoaaaaaaaaaaaaaaaaaa ��aaoaaaaaaaaaaaaaaaaaaaaoaaaaaaaaaaaaaoamaaaaaaaaaaaaaaaa Hannan ��aaaaaaaaaaaaaaaaaaaaa aaaaaaaaaaaaaaaaaaaaa aaaaaaaaaaaaaaaaaaaaa s��aaaaaaaaa aaaaaaaooaaaaoaaaaaaaaaaaoaaaaaaaaoaaaaaaaaaaoaoaa000 ��aaoaaaaaaoaaaaaaaaaaaaaoaaaoaaaaaaaaaaaoaaaaoaaaaaaaaaaaaaaaaaa ��00000aoaaooaooaooaooaaa000a00000aoaaoaaaaaoaooaooaaaaaoaaoaaoaa �aaoaaaa aaaaoaavuaoaaaoaaaaaaaoaa aaaaoaaao aaaaaaaaaaaoaa ©on��io®�0000000ii000ti000000'i00000 a000 ®�HU0000©�oo oaa©ooa0 000 0�00000 00©©o©©o©oo©00000�©©0000©©©oi��©oo o�g©��goo©®� ©00000000000mumunuunuun000000©oun�00�000UUUUou 0000©000000UuUUUU©©0000000�oo�oo a �aaaaaaaaaaaaaaaaaaaaaaaoaaaaaaaaaaaaaaoaaoaaoaaaaaaaaaaaaaaaaaa aoaaaaaaaaaaaaaaaaaaaaoaaaaaaaaaaaavaaaaaaaoaaaaaaaaaaaaaaaaaa �aaoaaaaaaaaaaaaaaaaaaaaoauaaaaaaaoaaoaoaaoaaooaaaaaaaaaaaaaaaaa m�000aoaaaaaoaaaoaaaoaaaaoaaaaaeooaoaooaoaaaaaoaaaaaaaaaaaaaaaaaa ��aoaaaaaoaaoaaaaaaaaoaaooavaaoaauaaoaaaaaaaaooaoaaouaoauoaaaaaaa ��aaooaaaaaaoaaaauauaaaaaoaoaaaaoaaauo�-�aaaaaaaaoaaaaaaaoaaoaaoa �� Baoomamaamaamaaoaaaoammaaamoe.00unooaaoaaaaaaaamaaaaaaaa aaoauaaaaaaaaaaaoaaaaaaaaaaaaaaaa000�_:roaaaaoaaaaaaaaaaaaaaaaaa ��aaoaaaaaaauaaaaoaaoaaaaoaaaaaaoaaoaa0000aoaaoaaaaaaaaaaaaaaaaaa ��aaoaaaaaaaaaoaaaaaoaoaaoaaaaaaoaaaaaaaouuoaaoaaaaaaaaaaaaaaaaaa s�oaooaaoaaoaaoaavuaoaaoaooaaoaaoaaaaaaauuaooaooaaoaaoaavaaaaaoas cs��oaooaaoaaaaaoaaaaaoaaoaoaaaoaaaaaoaaoaauaooaooaaoaaoaaaaaoaaoaa ��oaooaaoaaoaaoaa0000aooaoaaaoaaoaaaaaoaaaaooaooaaaaaoaooaaoaaaaa ®�aooaoaaoaaaaaoauaaauaaaoamooaaaaaaaaaaaaaaoouoaaaauoaaaaaoauou a �aoovoaaoavoaaaaaouuoaaaaaoaaoaaaaaouuaaaaaaaoaoaaoaaoaaaaaouaoa ®N==ERaaoaaaaoaaaaaoauooaouaaaamaoaaaaoaaoaaaaaaaoaaaaaaaaaaoaaoaaoa s��aaoaoaaaaaaaooaooaaoaaaaaaaaoaooaaou000aaoaaoaaaaaaaaaaaaaoaaoa a��aaoaaaaaaoaaooaooaooaaaaauaouaooaoaa000000aaaoaaaaaaaaaaaaaaaaa s��oaooaavaaoaaoaaovaooaoaooaaoaaoaaooa000aooaaaoaaoaaoaaoaaoaaaaa m�oaaooaooaoaaoaaooaoaaoaooaaoaaoaa000000aooaaoaoaoaaooaoaaoaa000 ��aaoaaaaoaooaoaaouaooaaooaoaovaooaoaaooaoaaaaoaoaaoaaaaaoauoaaoa s��oaaoaaaaaooaooaauaooaoaaooaaoaoaaoaaou00000aaoaaoaaoaaoaaooaooa a��oaaoaaoaaoaaaoaaaaooaauooaaoaaooaooaooaaooaaooaaoaaaaaaaaoaaaaa m®�aaaDaaaaaaaaaaaaaaaaa aaaaaaaaaaaaaaaaaaaaa aaaaaaaaaaaaaaaaaaaaa UILES T A B. SHEET T FOR DESIGN PRESSURES WHEN USINGTHI5 IABLE. BASH HEIGHT- WINDOW BUCK HEIGHT. MAM NOTES: 1) FRAME DIMENSIONS ARE BUCK W'. MEETING RAIL. 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 3) REFER TO TABLES 2. SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. I= * No.5W08 =V: F':FLORIOP..� . IL ENC A. LYNN MILLER. P.E. twoTEaNancYDwve I ANCHOR QUANTITY TABLE K VENICE�FL3 3 _ 'GLASSTYPESSTHROUGH 16 MAY NOT BE USED WITH JLHANNEL OR INTEGRAL FIN FRAMES rNGn:IcrREWtci'� mvin�l�ll u�d wiW llx F4trtla na�s coda E�Pim miTMe f+mni aProdm t'a w1— SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 C�IPCYIO AIi i1MIWF&YL 'AHI N 't M"D Nn ' __�'�� SH-5500 TS 10 OF 13 'MD-SH5500-01 B FI JIII ,.4&l• .g25' YCNANNEL FRAME HEAOIJAMB r I i 3.4 K-1*4 2AW .625• I i / J HANNEL .525' u 1.3iS S FRAME SILL r T Tam 1.ml- .OgS• 1 I I___I~ccc]]]1111 --{ 1 z31• 14 FIXED 1g SASH RAIL 10, MEETING RAIL ]�D— � v4g3 vL o /- FIANGEFR E 9HEADMAIMB 3.483• ----i -�n1 IIh�as—z�•'�'1III 2.444• FLANGE- FRAMEBILL 3.Sar a�llcn= D. CEQUAL LEG FRAME / HEAD/JAMB -! 1 3.AW 0+ 062- } 0�. EQDAL LED - �. FRAMESILL .077 --]�- r A80' IL-�l�.Tts• LIGHT SASH 07W 1 -+{'T••- II1I, ,- tow 1 IMP u-�- sTANDA 26 ARDRDMEEINORNL REINFORCEMENT .W4• I '.1. .59 4(-7 '... 1..._ 2.17S �1.472-� _� .035• .� H STOF� � l%L .050' LIFT MIL .OTO• BEVELED .01 BEVELED 1] cOy' ERRLANCS 1. SCREW COVER 1B INTERLOCK 20 INTERLCOK COVER 21 E L C22/ INTERLOCK COVER t.18 r 81S �—J IN - HD SASH 25 REINFORCEMENT ,.taz• N- 0]0• �,. L .130• 2i HD MEETING RAIL REINFORCEMENT PkOOUCl RF,V13£D omPIYi�B"iik lle }h.ida `+11111uurrr. A�=,L I� y. .318' -+{ .Jar I L w e1�aUGy� (�i gam, Q• Mt•. 1T5' 754• .155 *: N0. 58705 /� 'MY ��"'/ .025' -�F- 9 ✓� - ® PerclVD a°RBy: LAMIIG EXTRUDED 81 aoliED .p �i^`31� K TICS, PL DGv oRnrE WINDOW EXTRUSIONS J ROSOWSKI ��T AlE F k/- N. VENICE. FL31ZT5 UBEADING SCREENFM 1 WREENFRAME %(�`s'•. F20RIDP.. �'�� rw: 0°' 'A, 3''Q Pl G �11 1800 SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 r,rrlNALt1R`x�`IwMlOanc Aux R O SyiesSH- 5mh $Met 'MD :' Per: A. nxN MIUER,RE. SH-5500 NTS 11 OF 13 MDSH5500-01 B TABLE 12: TABLE 12. CONT.: Bill of Material Bill of Materiel, cont. STRUCTURAL 0 PanO Description Material 0 Parts Description Material PCLYISOBUTnENE- WRH DESICCANT 1 620101 Single Hung rams Head Jambs• 2L119 0 m son Stee 2 620102 Single Hung Frame Hand 8 Jambs - Flange PVC 46 72019869 Sweep Lock Cast Lnc EXT. GLASS 3 620103 Single Hung Frame Head 3 Jambs - Fin PVC 47 72019UG Auto Lack Cover Assembly Cast 27nc 4 620104 Single Hung Forms Hand a Jambs - Equal Leg/Box PVC 48 76X118OPTX 08 x 1-1/8' Ph. FH SDS (Auto an Sweep Lock Screw) SS 5 620105 SWDHFmme S01-JChannel PVC 49 721T200 Auto and Sweep Lock Keeper Cast tiro 8 620105 SWOH Frame Sill - Flange PVC 50 776X94PPA 08 x 3/4' PH. PH SDS (Keeper Screw) SS 7 620107 GIVEN Fmme Bill - Fin PVC 51 420181 UR Beveled Tilt latchm Corner Key PVC 8 620108 SHIDHFrameSO] - Equal LeWBox PVC 52 420182UR Pug Rag Till Latch Comer Key PVC KODISPAC I 14 62D131 FMed Meeting Rail PVC 53 7634PHFL e6 x 3r4' Ph. FH SM (Carer Key Screw) SS Te O 4SG TPS 16 620129 Sash Rail (Skies, Top 8 Bottom) PVC 54 420183 Mit Latch PVC 17 6201M Balance Goer PVC 651 420184 Tm Latch Retainer PVC 18 G20133 Sash Slep/Saew Cover PVC 56 720207 1' Tilt latch Spring SS ALUN 19 620156 PWI Rag Interlock 9005 TS AI 67 420186 Plastic Tit Latch Finger PWI PVC - WIN] 20 620144 PWI Rail Interims Cover PVC 58 720192 Metal Till Latch Finger Pull Cast 7lnc 21 M157 Bmled lnlenock 6OD6T5A1 59 42G180 Plvm Bar Caner Key PVC w1w NR 22 620145 Baleled Interlock Caw PVC GO 720206 PWI Bar SS BUWLa 23 620150 L1ghl Sash Relnbmemenl 6063T6AI 83 720191 Sash Pull Hartle Cass On. DESICCANT 25 620152 HD Sash Rembeemenl 6DS3 TB AI 64 720194 Sash PWI Hanle WIN Latch Assembly Cast Lnc Fo/d4 26 G20153 Stalldant Meeting Rail Reinforcement 6DO5 TS AI 65 78UFPT 08 x 34- Ph. FH SDS (PWI Hanle Screw) SS EXT. GLASS 27 6�164 HD Meeting Rail Reinforcement BOOS TS AI 66 420%8 Bottom Latch Strike Plate Cast 21nc 30 01644 Wealhestrip, .187' X .270' Fin Pile 67 77858B 08 X rW6' Pt, FH EMS (SVrike Plate Sc" SS 31 1 60300 Weatherehlp..190' x .3 Foam BUM Flex PVC 72 • 720135 Laml I.C. Bead PVC 32 61719 Weamersmp,.l6T X.= PolyPile 74 Baekeeddirg, GE 7700 Or lbw 791 Sgicore, IN 33 61M Weatheremp Plug•.220' Fbseal 75 71646M Setting Bieck (7/8'X 1-x 1/8'), 85+/-5 dune. EPOM DURASEALI 35 70XIMTTr 08 x 1' PR PH SOS (Interlock Mounting Screw) SO 61012 Extruded Screen Frame Alum Te 36 78X3LHPX re x 3' Ph. PH EMS (Meeting Rail Be" 410 SS 81 81011 ROIWmmed Screen Frame Alum SPACER 37 71669SP Meeting Rao Screw Support Plain uUES T8AI 82 7CKGLB21 Screen Caner Key WExUuded Fame X4 PVC 38 720210 Weep Hole Goer PVC 83 47042 Screen Came Key with Pull Rig X 2 PVC m 720)DOM Conwtml Forge Balance 64 47041 Screen Comer Key without PWI Ring X2 PVC 41 08 x 3n4' Ph. FH EMS (Con. Force Balance Screw) SS 85 7CASPM Tension Spolg SS 42 Spiral Balance 86 6181WAO Screen Cloth Fiberglass 43 720205 Spiml Bete te. Stne Nyl on 87 61635/61614 .140' Screen Spline (Mam ne/Han RdW) VVIY 44 78)(114FPAX aB X 1-1/4- I'M FH 5M5 (Spiral BBIBw8 Serew) 41O SS Part 1 Description Material 76 Kommeding 450 7P5 Spacer System 77 Quanta,Super Spacer nXT with Hot Mail Butyl See this Sheet for 78 lQuanax Dumseal Spacer Materials 79 lCardinal )L Edge Spacer * No 58705 &ICONE HOT -MELT BUTYL STRUCTURAL SILICONE 114' NOM. FOAM 3N6' NOM, WITH DESICCANT EXT. GLASS— W. GLASS INT. GLASS SUPER O SPACER®NXT'B WUM ORCEMENT pOLYl56 DESICCANTFILLAREA BUTYLENE Mi6'NOM. us SEAL . I. i SILICONESE, STAINLESS S- GLASS r. GLASS IW C S y >e XL EDGE'" SPACER :'i:JOU�AE'�tiQ3 u'^d�PP w ud FWlrlc .leima n,a. Mlsnu 4[b[rluU� %A �� (-3-•' C; Iwo TECHNOLOGY wG9E BILL OF MATERIAL (BOM) J ROSOWSKI �0�'.• STATE OF 40. MVENICE.FL342T5 � F '•.!YORIOP.:'•1��: (W1)4BnF180D ixb: tl R NOTES: .SSy OID11 SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 �irr01VALL£vvv`' °Vfwmn serr7M,ae .seer sort ax.kw N> rr,: 1) PVC BY ENERGI WINDOWAND DOOR PROFILES.LTO.TO BE LABELED FORAAMAExTRUDERCODE 0.LYNNNMEfl. P.E. SH-5500 TUTS 1 12 OF 13 MD-SH5500-01 1 B 2)REMS a 9�13,15,24,28.29,34,39.61.U.68.71, 9 73 ARE NOT USED AND ARE NOT PART OF ME APPROVAL p.EY64lre CER. OFA 16293B9 OPT. PULL RN INTERLOCK & COVER MITEREDFRAME\WTH FORCE FRAME ASSEMBLY DETAILS *. N0.58705 On. SWEEP LOCK OPT. AUTO LOCK OPT. PULL HANDLE N&TH LATCH SASH ASSEMBLY DETAILS OPT. PULL PcTEMM C2 &COVER FRAME WELDS EXTERIOR :A *-v'J �(��` •. tOTOTECHNOLO0Y0RIVE N. VENH�, FL 3096 EXPLODED ASSEMBLY JROSOWSKI NOTES. ST OF E 2 � ' • (B/t 180D 1)SOME PARTSIOPRONS NOT SHOWN ON ORAWINO FOR CLARITY. pis . ///`YrYDNAL 0,1� emn SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 2).FCMNNEL FRAME SHOWN. PARTS 1& 5. OTHER FRAMETYPES APPLY. AM SEE DETAILSON SHEETS6&2. /T II �YEppL. 6uh/Ya6L Smk SM1nG 6on�Nw We 3) FOR REINFORCEMENTTYPES. E) USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. 1\\\\ 'LL PS' money SH-5500 NTS 13 OF 13 MDSH5500-01 B PFJ16BT65 CERf.OFAUMB3529S SHOW, COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA). PGT Industries, Inc. 1070 Technology Drive, North Venice, 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.m iamidad e.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 (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 "5470" Vinyl Sliding Glass Door (Reinforced)-N.I. APPROVAL DOCUMENT: Drawing No. SGD-5470, titled "Vinyl Sliding Glass Door NOA (NI)", sheets 1 through 21 of 21, prepared by manufacturer, dated 10/05/15, with Revision A dated 04/05/17, signed and sealed by Anthony L. 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. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade CountyProduct Control Approved", 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 #15-1210.02 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 Jorge M. Plasencia, P.E. NOA No. it17-0420.07 Expiration Date: April2l202121 °5 rti(19 Approval Date: September28,2017 Page I PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.11-0107.09) 2. Drawing No. SGD-5470, titled "Vinyl Sliding Glass Door NOA (NI)", sheets 1 through 21 of 21, prepared by manufacturer, dated 10105115, with Revision A dated 04/05/17, signed and sealed by Anthony L. Miller, P.E. B. TESTS 1. 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, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6637 (samples A-1 thru A-5), dated 11/19/10, signed and sealed by Jorge A. Causo, P. E. (Submitted under NOA No. 11-0107.09) 2. Additional test reportNo. FTL 6638 (samples A-1 thru A-22) per TAS 201/203-94, issued by Fenestration Testing Lab, Inc., dated 11/19/10, signed and sealed by Jorge A. Causo, P. E. (Submitted tinder NOA No.11-01OZ 04) 3. Additional test report No. FTL 8717, issued by Fenestration Testing Lab, Inc., dated 12/07/15, revised on 02/15/16 and 02/24/16, signed and sealed by Idabnis Ortega, P. E. (Submitted tinder NOA No. 15-1210.01) 4. Additional test report No. FTL 8546 issued by Fenestration Testing Lab, Inc., dated 11/06/15, revised on 01/04/16 and 02/11/16, signed and sealed by Idalmis Ortega, P. E. (Submitted under NOA No. 15-1210. 01) 5. Additional test report No. FTL 8547 issued by Fenestration Testing Lab, Inc., dated 12/04/15, revised on 02/15/16, signed and sealed by Idalmis Ortega, P. E. (Submitted tinder NOA No. 15-1210. 01) 6. Additional test report No. FTL 8548 issued by Fenestration Testing Lab, Inc., dated 12/04/15, revised on 01/04/16 and 02/11/16, signed and sealed by Idalmis Ortega, P. E. (Submitted under NOA No. 15-1210. 01) 7. Additional test report No. FTL 8549 issued by Fenestration Testing Lab, Inc., dated 12/04/15, revised on 12/04/15 and 02/11/16, signed and sealed by Idalmis Ortega, P. E. (Submitted under NOA No. 15-1210. 01) 8. Additional test report No. FTL 8552 issued by Fenestration Testing Lab, Inc., dated 12/04/15, revised on 02/15/16, signed and sealed by Idalmis Ortega, P. E. (Submitted tinder NOA No. 15-1210. 01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014, prepared by PGT, dated 12/09/15 and last revised on 02/15/16, signed and sealed b Anthony L. Miller, P.E. (Submitted under NOA No.15-1210.02) Jorge K Plasencia, P.E. Prod act Control Unit Supervisor NOA No.17-0420.07 Expiration Date: April21, 2021 Approval Date: September 28, 2017 E-1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (continued) 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. Notice of Acceptance No. 15-0528.14 issued to Vision Extrusion Limited for their "White Rigid PVC Exterior Extrusions for Windows and Doors", dated 08/13/15, expiring on 09/30/19. 2. Notice of Acceptance No.16-0920.08 issued to Vision Extrusion Limited for their "VE 1000 Tan 202 and lighter Shades (Non -White) Rigid PVC Exterior Extrusions for Windows and Doors", dated 12/08/16, expiring on 12/29/21. 3. Notice of Acceptance No. 15-0528.15 issued to Vision Extrusion Limited for their "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors", dated 08/13/15, expiring on 09/30/19. 4. Notice of Acceptance No. 16-0712.02 issued to ENERGI Fenestration Solutions USA, Inc, for their "TAN 3040 and Lighter Shades (Non -White) Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 02(,/04/21. 5. Notice of Acceptance No.16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap CoatedkRigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04116/20. 6. Notice of Acceptance No.16-0712.03 issued to ENERGI Fenestration Solutions USA, Inc. for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 7. Test reports No(s). 10-002-792(A), 10-06-M0527, 535753-09, per ASTME-84, ASTNM1929 and ASTMD-635, issued by EXOVA to Vision Extrusion for cellulosic composite material. (Submitted tinder NOA No. I1-0107.04) F. STATEMENTS 1. Statement letter of conformance with FBC-5t11 Edition (2014) and FBC-61h Edition (2017), issued by manufacturer, dated 08/14/17, signed & sealed by Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 04/18/17, issued by manufacturer, signed & sealed by Lynn Miller, P.E. 3. Letter of lab compliance, part of the above test reports. G. OTHER 1. Notice of Acceptance No.15-1210.02, issued to PGT Industries, for their Series "5470" Vinyl Sliding Glass Door (Reinforced) — N.I.", approved on 03/0316 and expiring on 04/21/21. Jorge K Plasencia,P.E. P duct Control Unit Supervisor NOA No.17-0420.07 Expiration Date: April21, 2021 Approval Date: September 28, 2017 E-2 SERIES 5470, NON -IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 900/1350 CORNERS GENERAL NOTES: 1) GLAZING TYPE OPTIONS: SEE GLAZING DETAILS ON SHEET 10, 2) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER TEST PRESSURE AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 3) ANCHORAGE: THE 33-113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC). 4) SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. 5) INSTALLATION SCREWS & FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES INCAS): ELCO ULTRACON, CRETEFLEX & AGGREGATOR ANCHOR NOA'S, ENERGI FENESTRATION SOLUTIONS USA, INC. OR VISION EXTRUSION, LTD. WHITE RIGID PVC NOA, VIE 1000 TAN 202 AND LIGHTER SHADES (NON -WHITE) RIGID PVC NOA AND BROWN COATED (PAINTED OR LAMINATED) WHITE RIGID PVC NOA REFERENCES TEST REPORTS): FTL-M7, 6338, 80465649, 8662, 8717, 8968 & 8970; EXOVA-1D002.792(A) & 10-006-10231; CAMBRIDGE 635753-09; 7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING TH HIGH VELOCITY HURRICANE ZONE (HVHZ). THE RIGID WHITE, BROWN & TAN PVC MANUFACTURED BY ENERGI FENESTRATION SOLUTIONS USA, INC. OR VISION EXTRUSION, LTD. HAS BEEN TESTED TO COMPLY WITH THE FBC FOR PLASTICS, (COMPONENT REQUIREMENTS). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FBC, AS APPLICABLE. 9) DRAWINGS DEPICT EXTERIOR -GLAZING, HOWEVER INTERIOR -GLAZING MAY BE SUBSTITUTED. 10) THE 6470 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 470 SERIES. ANCHOR NOTES: 1) FOR CONCRETEICMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMMADE COUNTY APPROVED ELCO ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. 3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1.10 THICK. PROPERLY SECURED, IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2X ARE 1-112 THICK OR GREATER 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, MAX. 114• THICK & 34DO PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF TABLE A OrouP An<ror su0dmm Prom. N.mbr Min.Fd9. W... Min' Sn&d... I A 412,.d.I3M9(n5)ar 41088. SM9 (mIn.11 NmarM) IBO.4.951 p4i.k Fir— i/4• dum hum, OY ' •+28mhvw.knn. eMSIIVJmnb r— 1O' . ' Smv.AOY .00 P W. Wvkn... .NEIIV mb W MW 0 0 BNel9mtl, A45a W. A• m. ni.man ... I .damn* Prove 3nY n%f•1dn•. IN•Ekolaha.n P.T. Sv m r.. Bros J—b I. 1dv x r 1alY LCEtm N08B.MlmFIn P.i. Be mPhe CW MvN .Yiro 1• 1dw Paeek +• W 8 912, afni YA.d.mM W+7 P.T. Bvmho. FM a.a W.W9NJ.mh wit 1a'w wit V4•FIc. UOmcw ra,wm n.n. zeal. Phmt 1• far® JmM 1a10' 1i/Y UD�WdWU. JuM 1• +- { RIm4 1• 1-114• Gain. M 060 Jamb x Y d 1• M f-lW VV S. 410 B.S. oolaFYi Gmnm Mn. a.a9 mp wvNsuu mD 1.111r iab• PJ.v k 1• 1a - f/{'Eke IOa B.B. I.ppn-0sla cOnwm mm. 2.22 ke Nutll9OV nm 411Y ta�8' Provk 1-T 1y4• .Au CMG, UB1M J.mb 14N' PJtaox z• 9 P. .Bemx.m Fum c-oe N.mrsouJmro r lale• f LT EIw UNacn Conwn 29aW 2NY PA..vak 211Y I Ma. tile• ImlmO,oNN CN l BIM Dm +-1 D mnemi. n4,.aXY w.drsovJena Plonk our z-lA' faro• fsa• 1/1'Bm {te ss. Ll.mR.x WemW.O CMU, JmM 2-iR• f4N• Pd,mt 2.+/Y tam• IMPACT RATING NOT RATED FOR MISSILE IMPACT RESISTANCE DESIGN PRESSURE RATING SEE TABLES 1, 2 & St S2 ON SHEETS 7 & 8 GLAZING DETAILS ............ 10 ANCHOR LOCATIONS.......11-16 PANEL TYPES............. _.... 17 EXTRUSIONS .................. _ 1 B .............20 SCCEEN DET ILS SCREEN DE7AILS.............20 MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE METAL SUBSTRATE TO I asa Fi with m. Honda MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA Bmlmn9� NOA-Na. 17-0420.07 BUILDING CODE AND TO BE REVIEWED BY THEAUTHORITY RAVING JURISDICTION. 'UNGROUTED CMU' VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. SUBSTRATE IS WOOD, 3ON FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUTAND WOOD SUBSTRATE, COOESISTANDARDS USED: DRAB APPROVED BY THEAUTHORITY HAVING JURISDICTION. .20D FLONIDA BOLDING CODE (1=801, STH EDITION .2014 FUOMDA BUILDM CODE (FBCN 5TH mm0N INSTRUCTIONS: 1) KNOWING THE REQUIRED DESIGN PRESSURE OFTHE OPENING, THE ANCHOR REQUIREMENTS FOR THE SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES I OR , DEPENDING ON THE REINFORCEMENT LEVEL DESIRED. 2) LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE, USING THE FRAME HEIGHT AND THE NOMINAL PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED, ROUND UP TO THE NEXT GREATER LISTED WIDTH ANDIOR HEIGHT. 3) CHOOSE WHICH ANCHOR GROUP (AA) IS MOST APPLICABLE. ANCHORS ARE DEFINED IN TABLE A, THIS SHEET, ALONG WITH THE CORRESPONDING SUBSTRATE, MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE. 4) FROM THE DESIGN PRESSURE TABLES (TABLES 1 OR 2), VERIFY THAT THE OPENING'S REQUIRED DESIGN PRESSURE IS MET OR EXCEEDED. USE THE ANCHOR QUANTITIES SHOWN, 5) INSTALL AS PER THE GUIDELINES OF THIS SHEET -SET. 6) ADDITIONALLY, SEE THE EXAMPLE ON SHEET 9. .ASTMEIm"9 .ANSVAF A NDS20I6 FOR WOOD CANSIRUCTION .ALUMWUM DESIGN MANUAL,AOMd016 •AISO3W 12 •AISC380.18 MeledN Min. Fe M!k. SteelSM 92 1410 Scmv BB WI 1ElcoAplmGe VWI SEke UbeCon& 155W1 I41D S9 Bw QvIi,RPJI® 127AW1 18S9SbT6Mminum 1SWI 2SGN S9 WI 6Or. Sa ShrJ Blu4 36 kM 4 VINYL SLIDING GLASS DOOR NOA (NI) 10106/15 _ GENERAL NOTES lAtl JROSOWSKI UPDATED TO FBC 2017, VINYL MFG, AA 04/06117 SGM6470I NTS 1 I OF21 1191 MD5470.0 4 A 1 MAX. UNIT WIDTH MAX. UNIT WIDTH NOM. PANEL WIDTH NOM. PANEL WIDTH tI 1 I MAX. UNIT / I MAX. UNIT Ef HEIGHT I'p HEIGHT PER TABLE'182 )g PERTABLES182 I� 1 I NOM. PAN' PER TAP MAX HE PERTAE NOM. PAN PER TAB 2-PANEL CONFIGURATIONS TT MAX HEI PER TA 5-PANEL CONFIGURATIONS NOM. PANEL WIDTH PER TABLES I&2 ff`` )� MAX. UNIT I" HEIGHT I PER TABLES I & 2 t�� J NOM. PAN PER TAE MAX HE PERTAI MAX. UNIT WIDTH --`• NOM. PAN PERTAB 1 I I MAX HEI gg P N TABL J NOM. PAN PERTAS 1 I MAX Ik I PER TA IN J � v I Fim NUMMI'll A � ar I, I I� IN _ J 4-PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES I & 2 1 MAX UNIT HEIGHT PER " TABLES 1 & � L J 11 I Lin, IN 7-PANEL CONFIGURATIONS CONFIGURATIONS NOTES: 'X'=OPERABLE PANEL 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB '0°= INOPERABLE PANEL °P` LOCATIONS, EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE p)DOC(P, P)O00( OR)OOO(P. OXXX IN - POCKET POCKET CONFIGURATION CAN BE O)(XXP. 2)GO- &136- CORNER CONFIGURATIONS ARE A COMBINATION OF ANY STRAIGHT CONFIGURATIONS. 3) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. �J® DETAIL LETTER corvxioxroaon rmumusmEs,u u�nu+rts aesOnen 4) FOR NOM. PANEL WIDTH, SEETABLES I & 2. 1070 TECHNOLOGY DR (—SHEET NUMBER N. VENICE, FL 34275 6)MAX. ALLOWABLE FRAME SQUARE FOOTAGE = 472.656 FP (041F430-1600 ovum NOA-No. - 17-0420.07 ., E.,,mV.4pd"04/2112021 � mlaml- a woauae Centro R I J . CONFIGURATIONS DLO WIDTH= NOM. PANEL WIDTH -8.9/16- „I�Il�lsl NOM. PANEL WIDTH- PANEL WIDTH- 1-S/16' DLO HEIGHT =DOOR HEIGHT 11-1/16" NhY 'G - PANEL HEIGHT =DOOR HEIGHT -2-1/2° �i0.••• `:`UCENs"� F YL SLIDING GLASS DOOR NOA (NI) a t0fO5115 =*� Ne. sefis _ MPLE CONFIGURATIONS & J ROSOWSKI CHANGES THIS SHEET. 0104105117 fps •.,!yOAIOP,,.'�� -5470� NTS g G 20F21 3. MD5470.0� A ALYNN WLLER P.E P Exesma ANCHOR REQUIREMENT •+j 1/4°MAX TYP. ANCHOR TYPE, I EMBEDMENT AND AND EDGEDISTANCEPER .. SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW a EMBEDMENT q� EDGE ::F DISTANCE/,' ;. �.. ;.5:..r 1XORZXWOOD 4�' BUCKSTRIP, SEE ANCHONOTE3,SHEETI PLATE ARANCHOLOCATIO DETAIL A2 2X WOOD BUCKSTRIP OR INmsxvmo° FRAMING, SEEANCHOR 1° NOTE 3, SHEET 1 TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER 3, BELOW T EDGE — 1/4°MAX. EMBEDMENT > APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. TO ANCHOR NOTES, SHEET 1. EST 13 FOR ANCHOR LOCATION & SPACING, FOR DUANTITIES, SEE TABLES 1 & 2. IUOUS ANCHOR PLATE, ITEM HB, IS REQUIRED AT ALL FRAME WIDTH DAYLIGHT IB QBa OPENING WIDTH METAL TYP., SEE ANCHOR DETAILC1 DETAIL DI NOTE 4. SHEET 1; MIN. OF 3 IMERLOCN INTO METAL THREADS BEYOND THE METAL SUBSTRATE 2e IT a 2e dee Hole a, V4°MAX. —e BEE NOTES, �J THLS 6HEET THIS MEET I I SEE NOTE', s2 THis aH6ei EMBEDMENT — SEENMO.THISSHEETN L____—_�` #SX 3/4° SMS REINFORCEMENT SCREW;7 N PER STILE, LOCATED AT CENTERLINE AND So. HORIZONTAL SECTION (XXX SHOWN) ` 0" & 12" FROM ENDS (FACTORY INSTALLED). DETAIL C2 DETAIL D2 DETAIL 132 INTO MASONRY ` ` ��` ASTMON. ITAIL FACxO IM REQUIRED IF DOOR EMBEDMENT DAYLIGHT 21B NEIOHr LsoveaB'• 1!4°MAX. --{ ` ``�'lrQ ---_, OPENING I+— EDGE III WIDTH I 1 DISTANCE P SEENOTE(1 T 1 28 ZI 2B 20 ea a3 a at q o o I PE EMBEDMEN'rAN EDGE DISTANCE, P I PER SUBSTRATE, SEE TABLE A. SHEET b d b 1&NOTE 3, BELOW ;EEMA%E%IERRIOR I :EESHEEf EUl1B ,°. F..--- PANEL WIDTH 141 CONCRETE/CMU PER ASTRAGAL MAY BE �? ANCHOR REQUIREMENT INSTALLED IN EITHER HORIZONTAL SECTION(XOSHOWN) .�FD(EOFANELcuP& INTERIOR OR ANCHORS, SEE EXTERIOR DIRECTION. REINFORCDAENTTYPES (&EE NOTE',THID'HEET1 DETAIL SHEET IO ALL PARTS IDENTICAL. FOHALLLOCRSTj ASTRAMIES zm O 29 I IL�1�1'7, r' I VINYL SLIDING GLASS DOOR NOA (Np SRLESAND I I II 1 ,—IY-, HORRONTALRNL4 H INSTALLATION, HORIZONTAL XSECT.k UROSOWSKI DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD -ON. & 2 FOR REINFORCEMENT REQUIREMENTS. ALL It FOR 2T TS ARE APPROXIMATELY THE FULL LENGTH OF oM.v . REFER TO TEST REPORTS FOR EXACT DIMENSIONS. vmDARD FOR SCREEN DETAILS. Ifl NO CHANGES THIS SHEET. IO&1041061171 NTS III 3OF21 1€91 MD-E470.0 EDGE DISTANCE { TYP.ANCHORTYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW PRODUCT REVISED as idlnotla with tho Florid llne PIYC xOn-xo. 77-0420.07 Expiration Date 04/211202' A. LYHN DETAIL E1 TYP. ANCHOR TYPE, EMBEDMENT DETAIL E2 DETAIL E3 DETAIL E4 INMIMSOWY AND EDGE DISTANCE PER INTO VAOD INTO MA30NRY IWO METAL DADE APPROVED MULLION, FBC 1X0uM!ITRIP SUBSTRATE, SEE TABLE A. SHEET COMPLIANT ALUMINUM/STEEL 1 & NOTE 3. THIS SHEET 2X WOOD BUCKSTRIP OR TYP ANCHOR TYPE, EMBEDMENT FRAMING OR STEEL STUD. MAY CONCRETE/CMU EDGE JD MING, SEEANCHOR AND EDGE DISTANCE PER CONCRETE/CMU PER BE VERTICAL OR HORIZONTAL. 3, SHEETI SUBSTRATE, SEE TABLE A, SHEET ANCHOR REQUIREMENT SEE SUBSTRATE PROPERTIES, PER ANCHOR DISTANCE SDANCE 1&NOTE 3, THISSHEEi DISEDGE TANCE TABLE A. SHEET REQUIREMENT _ EDGE DISTANCE _ u.. ..: EMBED- .._'.' A A I r MrNT —r IFMBEDMFM EMBEDMENT EMBEDMENT i/4° MAX J II II 1f4°MAX. a 1/4"MAX a 1/4'MAX a IIh�IWI J 7/4"MAX. 1 BUCKSTIXOR2WOOD a BUCKSTRIP, SEE m ANCHOR NOTE 9, a "7MYP.HORTYPE,EMBEDMENTAND TYP. ANCHOR TYPE, EMBEDMENTAND �� as T SHEETI a STANCE PER SUBSTRATE, SEE EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, THIS SHEET TABLE A, SHEET 1 & NOTE 3, THIS SHEET a NOTES MR 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. =KSTnE.9, 2) REFER TO ANCHOR NOTES, SHEET 1. Jj p yes 3) SEE SHEETS 11 $12 FOR ANCHOR LOCATION & SPACING, [j AND MS X 3/4'SMS REINFORCEMENT FOR ANCHOR QUANTITIES, SEE TABLES 18,Z DLOWIDTH=NOM.PANELWIDTH-8-8/16' _ HoR wa SCREW; 3 PER RAIL, LOCATED AT 4) CONTINUOUS ANCHOR PLATE, ITEM NB, IS REQUIRED AT DLO HEIGHT =DOOR HEIGHT -11-1/18" ANCHOR PLATE AT Rmis CENTERLINE AND B°FROM ENDS ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT =DOOR HEIGHT -2-1/Y' EVERYANCHOR (FACTORY INSTALLED) 6) SEE SHEET 20 FOR SCREEN DETAILS. LOCATION 6) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. DAYLIGHT Q PANEL ALL REINFORCEM ENTS ARE APPROXIMATELY THE FULL OPENING FRAME SEE HEIGHT LENGTH OF THE EXTRUSION. REFER TO TEST REPORTS FOR PRODUCT REVISED HEIGHT HEIGHT Nome& SILL RISER EXACT DIMENSIONS. p1 lv wIM 1M1O Florltla nas sNEEr VARIES WITH ewim'D rTv0 REQUIRED NOA-No. 17-0420.07 p%IE0. x POSITIVE Expiration Dam 04/21/2022021 DESIGN O a PRESSURE, '300'1 Fes- DY az ,3g0 1� r mlvm ro uc vnVv _ at Da ax SEE SHEETS 13A64 FnEwox 7$8. .380 --=i F(`7 s 23 D m }- 1 �,380 1 7� } 2.2�7 4041 lHOWN —I —TGROUTAS s 1/4' MAX4s 0134sALEDAPPLY 823 1 2.867 NEEDED,SEE ANCHOR NOTE m a �.080 .080.060 5, SHEET 13 2-112'=TOTAL .080 1l4°MAX o a SILL HEIGHT SILL RISER SILL RISER SILL RI6ER SILL RISER n n a u �.` Y LYiV 012-12'TOTAL O(3-1/T TOTAL O(4-1I18-TOTAL O(4-w8°TOTAL 4�0lCENAF/V4, SILLHEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT):' E-'•.! = EMBED- EMBEDMENT EDGE _ * N0.56705 - MENT DISTANCE 4 VINYL SLIDING GLASS DOOR NOA (NI) 10/05/16 - . 1F- =A':� 9 li yy • EDGE TYP. ANCHOR TYPE, TYP.ANCHORTYPE, d INSTALLATION, VERTICAL X-SECT. & JROSOWSKI DISTANCE EMBEDMENTAND 2X WOOD BUCKSTRIP OR EMBEDMENT AND EDGE DISTANCE FRAMING, SEE ANCHOR EDGE DISTANCE cmrxwxromn FCTNnuswEs,u+c NO CHANGES THIS SHEET. 04/05/17 .......• CONCRETE/CMU PER SUBSTRATE, NOTE3,SHEETI PERSUBSTRATE, 1070 TECHNOLOGY OR 'r:/jONALIEa:`` PERANCHOR DETAIL FI SEE TABLE A, DETAIL F2 SEE TABLE A, N. VECHN L GYD REQUIREMENT SHEET 1 & NOTE 3, SHEET 1 & NOTE 3, p INrO susoNRr THIS SHEET a MOD THISSHEET (841)-480-1600 ySGD-5470� NTS 1 40F21 3$ MD-6470.0 k$ A ALvwlwum,E.e. aBR.OFA4173e P""m 0.F c Ewa Nb ,35• DETAIL G1 NX �u• L7 INsioEcoar¢a 3' OVISIRE COaNEfl -a MMRI� 80° NOTES 1) DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. 2) SEE SHEETS 14 M5 FORANCHOR LOCATION S SPACING, FOR ANCHOR QUANTITIES, SEE TABLES 1 82. 3) CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR DEPENDING ON CONFIGURATION. VINYL SLIDING ASTRGLASSOOORNOA -SECT.) OSal OWSKI CORNER ASTRAGAL HORR.XSECT. t JROSOWSKI u6ff. - mErNO CHANGES THIS SHEET. AS 04/05/17 10TECHNOLOGY N.. VENICE, FL 34275 qq (041)-48D-1000 SGD3470� NTS 5OF 21 g$ MD-5470.0 A$ A C OF.. OPTIONAL NON- DETAIL 11 PlTM nwsONm DETAIL 12 INTO MONW STRUCTURAL ANCHORSFOR EDGE CONCREEtC U INTERIORPOCKET JAMB IIB el ss m aT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE SEE TABLE DISTANCE,,'}'. REQUIREMENT "je INTERIORPOCKETS MUST e Tn'S sxFtT sO SHEETIBNOTE 3, BELINCLUDE A NONSTRUCTURAL,FRAME JAMB TO REDUCE THE 'OPT. POSSIBILITYOFWATERANCHOR INFILTRATION. ;'i. 1/4°MA%OPT, EMBE:'.i • , ,Pr POCKET BY OTHERS, SEE _ NOTE B BELOW. •.....,:..- : MEI'R�..,-.r ENIEgIOfl 1/4°MAX. . .. .... OPT. 5 C . :`•.. ANCHOR CONCRETE/CMU 9EE FIOt. TYP. ANCHOR TYPE, EMBEDMENT manloa EDGE PERANCHOR Tlua sNeET AND EDGE DISTANCE PER fJ. L DISTANCE REQUIREMENT SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW INTERIOR POCKET EXTERIOR F ° TYP.ANCHORTYPE, EMBEDMENT METAL TPSEEA .. NCHOR NOTE AND EDGE DISTANCE PER SHEET 1; AEE AN LENGTH TO SUBSTRATE, SEE TABLE A, SHEET 1 4.BE A MIN. OF 3 THREADS BEYOND B NOTE 3, BELOVL, EDGE THE METAL SUBSTRATE \ i'- DISTANCE EDGE NCHOR DETAIL 13 DISTANCE INfO xETAL EMBEDMENT OPT EMBEDMENT 71 1/4'MAX—F c0 MAX T Tlm� V to SEE NOTES 1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2) REFER TO ANCHOR NOTES, SHEET 1. 3) SEE SHEET 13 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR QUANTITIES, SEE TABLES i & 2. 4) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. 6) INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. 6) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. \aI ��L613061 \im FORDOORHEIGHTSOWAND LESS: st NM O.C. 2X WOOD BUCKSTRIP OR PRODUCT REVISED FRAMING, SEE ANCHOR . Kplvingwl/h t6n Floaan NOTE 3, SHEET No lVe.. x0A-xo. 17-0420.07 °T.ANCHOR I E.AInOoo Mala04/21/2021 DETAIL 14 WI WONT 8 VINYL SLIDING GLASS DOOR NOA (NI) lij 10/05HI �P-HOOK EXAMPLES, HORIZ X-SECT. GJROSOWSKI vc NO CHANGESTHIS SHEET. kA04/05/17 q �4 SGD-54701 NTS 1 6OF21 3£ MD-6470.0 �f A *i No. 58705'r - Design Pressure (DP) and Anchor Quantities RequIred, (for all approved eomoumtione an Shell 2) Use this table for Astrogat Reinforcement M Lackable Reinforcement #25 or#2B Std. bdedook Relnbeeroent#27 Door Unit Height BD° B4° 90, 1 &15110- DLO Height 72-1511W DLO Height Sa-15116' DLO Height Anchor Group AnchorGroup Anchor Group A B C D A I B I C 1 D A B C D 11oolgn Pmaaure +127.1/-127.1paf H2O/-i20PST +102g/-1020ps1 1&1/B° HeaNSgl C5H C3M C3H C8+1 C6+1 p+1 C3+1 pH 05+1 C3+1 C3+1 C3+1 24' OLD WidthW Jamb 5 5 6 5 5 5 e 5 5 5 6 6 P-hmk 7 7 7 T 7 7 T 7 B B B B osegn Pressure +10%3/408.3 psf +f002/-1002psf +853/416.3psf 2S7/B' HeadfSlll C6+1 C8+1 C3+1 2L1 CSN C3+1 C3+1 C3+1 C5+1 C3+1 C3H C3+1 90' DLO wlmn Jamb 5 5 B 5 5 6 6 5 6 5 B 5 P-nook 7 7 7 7 7 7 7 7 B B 8 8 Design Pmssma +gzii 2.g Psf . +87.31W..Spsf +73.8/- ! 31-IIW HeeNSgl C5+1 G3 +-11 C3+1 C3+1 05+1 C8+1 I C3+1 1 C3+1 C5.1 C3+ C3+1 1 n° DUD Width Jamb 6 6 B 5 1 5 1 6 8 1 6 6 6 8 6 P-haok 7 7 7 7 7 7 7 7 8 B 8 Design Pmeaum +78.4/-7d4pef +7A4/-M4Paf +888/•B Bpsf 37-118° Head1Sig C5+2 C3+1 C3+1 I C3+1 I C5+2 C3+1 I C3+1 I C3+1 C5+1 I C3+1 1 C3+1 C3+1 42' DLO Width Jamb 5 5 5 5 6 6 8 fi 5 5 B fi P4mok 7 7 7 7 7 7 7 8 8 1 B I a Desfgn Pmselae +W/.60 v +60/SO psi HA/ f 43-11V HINIVSm C8+2 q+f C3+1 C3+1 C8+2 C3+1 C3N pr1 C5+2 C3+ 1 48° OLD Width Joi 5 I fi 1 6 1 615IJ5111115 6 1 5 B 6 P4wak 7_L 7A 7 1 7 1 7 g7 7 7 e I 8 e m B USED IN EXAMPLE ON SHEET 9 TABLE NOTES 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 AND TABLE BI DETERMINES THE WATER LIMITED (+) DP. 2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL RISER IS NOT REQUIRED. IF SO, +DP-S SHOWN IN TABLE 1 MAY BE USED, 3) SEE SILL RISER TYPES ON SHEET 4. 4) SHEET APPLIES TO 2, 3 AND 4 TRACK CONFIGURATIONS. 5) REFERTO ANCHOR NOTES, SHEET 1. B) SEE SHEETS 11-16 FOR ANCHOR LOCATION S SPACING ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE A. /SHEETI FOR COMPLETE ANCHOR LIMITATIONS. THE MAXIMUM OP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE / MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE CONSIDERED, SEE TABLE BI, THIS SHEET. •/ # OF ANCHORS THROUGH THE HEAD 8 SILL (EX FOR C3+1, 3 ANCHORS �— CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). - —TOTAL # OF ANCHORS THROUGH THE JAMB. THE # OF ANCHORS REQUIRED THROUGH THE P-HOOK, PERPENDICULAR TO THE GLASS. TARI E R4- Water•L[miled (+) Design Pmesum Bill Riserlbxed .(+)DP Now Note2 42 B.7 Fir t4.1116'+80.0 43 0.0 per 44 0.0list45 0D.0 pill FIG 1: DOORASSEMBUFS INSTALLED WHERE THE OVERHANG (OH) LENGTH IS EQUAL TO OR GREATER THAN THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. DLO WIDTH = NOM. PANEL WIDTH-8.9116' DLO HEIGHT =DOOR HEIGHT -11-1118' PANEL HEIGHT= DOOR HEIGHT-2-1rZ VINYL SLIDINANCHOR GLASS DOOR TABLE (NI) 14110105111 �OP BANCHOR QUANTITY TABLE j%JROSOWSKI 0 iaaroxtr vanmusnueawa � NO CHANGES THIS SHEET. eLLNaMegE9FAVlD 70 TECHNOLOGY OR 1. VENICE, R 34275 Q (041}480-iB00 iISGO-5470111 NTS III 70F 21 16$1 MO-5470.0 �4 A PRODUCT REVISED pylno nitn LM H-IG 6u0Eing Coao 110 - .. 17-0420.07 * i No. 5870 at =bi �i fps "•.'t,Y.,RION Design Pressure (DP) and Anchor Quantities Required, (for all approved con3gumlone on Sheet 2) Use role table for. Door Unll Height Astragal Reinforcement#29 60° 84' so. too- 120° 6815116° DLO Height 72-15/18' DLO Height "15/16" DLO Height 86-15/1C OLD Height 10845/16" DLO Height Lockable Relnfamement #0 HD nReOock Relnfareement t7lE Anchor Group Anchor Orwp Anohm Group Anchor Group ArsharGroup A B C D A B C D A B C D A B C O A B FC TD� Design Pmsama +169.4/-169.4psf +160/-160ps7 +137.11437.tpsf +1201-13003f +f06.7/•1f5.Bpa7 19-1/8' HeeNSIB CSN C6+1 CStt C3N CSN CS+7 C5+7 C3+1 C6t1 C6N C5+7 C3+1 C5+7 C5+7 C6+1 C3+7 CSN C8+7 CSH Cie 21 d.0 Jamb 6 6 7 5 6 5 7 5 6 5 7 6 B e 8 I 6 6 1 8 1 a B Width P-hook 7 7 7 7 7 7 7 7 8 B B B 9 9 8 1 9 10 10 10 10 Desfgnpmwm +141.8/-141.Bps7 +133.8/-/33.6Psf +1138/-113Bpst +99.11-107.4psf +87.8/-911psf 25-11W HeedrSlll C6+2 C5+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 C5+1 C6+1 C6+1 C3+1 C5+1 C5+1 C5+1 C3+1 30" DLO WIft Jamb 5 5 7 5 5 5 7 6 5 1 5 7 5 6 6 8 6 e 6 a 6 P-hook 7 7 7 7 7 7 7 7 B B e B e 9 9 8 10 10 10 f0 Des/gn Pmssum +123.8/-1239Pa7 +1164/416.4psf +9a5/-98.5psf +853/-024ps1 +79,3/Al.Bps7 31-1/8" Headisi6 CS+2 C5+1 C5+2 C3+1 CSe2 C5+1 C5+2 C9H C5+2 C5+1 C5+1 C3+7 C5+1 C5 i I C5+1 w+1 1 C5+1 05+1 C5+1 I C3+1 37 OLD Jamb 5 fi 7 8 6 5 7 5 6 6 7 5 8 6 a 8 8 6 8 B Width P-hock 7 7 7 1 7 7 7 7 7 8 B e B 9 0 1 8 9 1 10 1 10 1 10 1 10 Design Pressum +104.51-104.5Psf +104.51-104.5psf +870/-07.aps7 +7571-02psf +66.5/-72ps7 37.10 HdeQSO f5+2 C3+2 C5+2 C3+1 C5+2 C5+2 CS+2 C3+1 C5+2 C5+1 Cfi+2 C3+7 C5+2 O5N C6+2 C3+1 05+1 C5+1 C5+1 C3+1 a 42° DLO Jamb 6 6 7 6 5 6 7 5 5 5 7 5 B B 8 e 6 6 6 6 Width P-hook 7 7 7 7 7 7 7 7 6 e B 8 9 8 e 9 10 1 10 10 10 z Design Pmesum +801-60psf +80/.Wpsf +60/-80P6f +60/-65Psf +60/-BSpst 4 Ifr HeeG180 C5+2 C3+2 C5+2 C3+1 C5+2 C3+2 C5+2 C3+1 05+2 CS+2 C6+2 C3+1 C5+2 C3+1 C5+2 C3+7 C5+2 C5+1 C5+2 C3+1 48° DLO Jamb 5 6 B 5 6 6 6 6 6 6 7 5 B 6 7 8 a B B 6 Wlmh P41cok 7 7 T 7 7 7 1 7 7 8 8 1 8 1 e B 9 B 1 9 1 10 1 10 1 10 10 Design Pressure +74.1/-74fps7 +74.1/•74.1 pet +6sel438pe 49.118' HeadrSm C5+2 C3+2 C3+2 03+1 C5+2 03+2 C5+2 C3+7 C5+2 C3+2 C5+2 C3+1 54" OLO Jamb 5 5 6 5 5 5 6 6 5 5 B 5 Width NOS available lnthese sizes. P-haoK 7 7 7 7 7 7 1 7 7 B B 8 6 Ooe/gn Pmsame +60/-60ps7 +60/-BOpsl +60/.BOps7 65-7/B° HeaN5111 C3+2 C3+2 C3+2 C3+1 C6+2 C3+2 C3+2 C3+1 C6+2 C3+2 C5+2 C3+1 so- DLO Wdh Jamb 5 5 5 5 5 5 6 6 5 1 5 1 6 5 P•haok 7 7 1 T 1 7 7 7 7 7 B I 8 I 8 e ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE A, SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. THE MAXIMUM DP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE MAXIMUM POSITIVE OP DUE TO THE SILL HEIGHT MUST ALSO BE CONSIDERED, SEE TABLE B2, THIS SHEET. # OF ANCHORS THROUGH THE HEAD S SILL. (EX: FOR C3+1, 3 ANCHORS CLUSTERED AT PANEL MEETING POINT AND 7 ANCHOR REQUIRED AT MIDSPAN OF PANEL). TOTAL # OF ANCHORS THROUGH THE JAMB. THE # OF ANCHORS REQUIRED THROUGH THE P-HOOK, PERPENDICULAR TO THE GLASS. FIG 1: DOORASSEMBLIES u INSTALLED WHERE THE w OVERHANG (OH) LENGTH IS s EQUAL TO OR GREATER THAN s THE OVERHANG HEIGHT IS EXEMO FROM WATER INFILTRTEDATION INFILTRATION RESISTANCE. TABLE B2: Water•Llmlted (+) Design Pressure SIII Riserlowed (+) DP None Nom2 42 .7 psf t4-1/16 44 .0 psf45 0A psf DLO WIDTH =NOM. PANEL WIDTH -8A718° DLO HEIGHT= DOOR HEIGHT -11-1f16' PANEL HEIGHT = DOOR HEIGHT-2-7/2° e.plmtlen 17.0420.07 TABLE NOTES: Z * f No. SS705 A VINYL SLIDING GLASS DOOR NOA(NI) g 10/05/15 - 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 AND TABLE B2 DETERMINES THE WATER LIMITED (+) DP. -2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL RISER IS NOT REQUIRED. IF SO, +DP'S SHOWN IN TABLE 2 MAY BE USED, 3) SEE SILL RISER TYPES ON SHEET 4. 4) SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 5) REFER TO ANCHOR NOTES, SHEET 1. 6) SEE SHEETS FOR ANCHOR LOCATION $SPACING a mPvmcmozan Pcrwoumwas,wo ¢V DP B ANCHOR QUANTITY TABLE 5S JROSOWSKI : A C '�. I9 I ,:' C� 'Q,P'•._ s A o ; 11 . loh, •'��.` '/.1, AL %1'`•` wLv MLMM P."697M NO CHANGES THIS SHEET. g 0p04f05/1r 107O TECHNOLOOV OR N. VENICE, FL 34275 (9441).80.1 00 u SGD-54701 NTS f 8OF27 0l MD-5470.0 6# A rAMap 3TRACK, 6TRAIGHT CONFIGURATION-P®INTERIORPOCKET9RIOR MOUNT POCKET,48°X84°NOM. PANELS, 4• INATED, IGGWJNG, ANCHOR GROUPAINWOOD SUBSTRATE, MAX OFPANEu oFPANELx oFPANELs JECT DESIGN PRESSURE REQUIRED: +48.2A58.6 PSF OTRERs, s1 NOTE6, SHEETS Ai0Map, '+2'ANCHOU12 ~I 2'✓CPNUWPW v2. SHEET 12 bHEET 1..-- SHEET ♦ ANCHORAGE CIFTAILS y -oJ--___ —! _poemrsy' 1m� r�;1�6��'f�0��f=��1 _ sI¢Er1t ,�,aW� J sxEEr7Tn %' FRABE IWB 6FE POCNE NON K REWIIiEO f,N NSTALLATIONON .. INTERIOR FOQfETB 6NEET6 1) KNOWING THE PRODUCTS REQUIREMENTS, SCAN THROUGH TABLES 1 & 2 FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF 1-48.21-68.6 AT A NOM. PANEL SIZE OF 48° X W. FROM TABLE 1, SHEET 7, THE DESIGN PRESSURE IS +601-80 WHICH EXCEEDS THE PROJECT DESIGN FOR WOOD INSTALLATION USING ANY u1 C3+2 ANCHOR IN GROUP A (SEE TABLE A), TABLE J-b 1 8 1 SHOWS ANCHOR REQUIREMENTS OF: k 1 7 2) ANCHOR LOCATION DETAILS, CAN BE FOUND ON: a'MAY HEAD(CLUSTER ANCHORS): SHEET 12 FORTHE'C3' CLUSTER ANCHORS AT 6 NAX THE INIERLOCKIASTRAGAL. CPT.w+woR Toaew E IATEAN HORS): SHEET 12 FOR THE '+2ANCHORS AT THE HEAD ALI(iNNFNr (INERMEOF D. P-HOOK JAMB SILL (CLUSTER ANCHORSF. SHEET II FORTHE'C3' CLUSTERANCHORS AT THE INTERLOCK/ASTRAGAL ANCHORAGE ANCHORAGE SILL (INTERMEDIATE ANCHORSY. SHEET 11 FOR THE '*2 ANCHORS AT THE DETAILS DETAILS MIDSPAN OF EACH PANEL JAMB: 5 ANCHORS, SHEET 13 FOR GEN. LAYOUT. R PRODUCT REFERENCES. ALSO SEE: P-HOOK: 7 ANCHORS, SHEET 13 FOR GENERAL [�T SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LAYOUT, CATIONS OF CROSS-SECTION DRAWINGS. SHEET IO FOR SPECIFIC GLAZING TYPES. 3) INSTALLATION DETAILS INTO WOOD CAN t Gwvwll PUN....i SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. BE FOUND ON: n FHU IPZPWeo SHEETS 4&18 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD&SILL: SHEET 1070 TECHNOLOGY N. VENICE. DR FL 34275 SHEET 18 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. JAMB: SHEET 3 SHEET 21 FOR A BILL OF MATERIALS. PHOOK: SHEET O1}4u0Anma SHEET 11 SILL ANCHORAGE DETAILS PXXX(&TRACK) TO FOR SILL (SHOWN) AND HEAD, ANCHORS ATTHE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER 263W, OTHERWISE ANCHORS ARE NOT REQUIRED AS PER THE FIGURE ABOVE: �nlflolt V PRODUCTREVISED BWBIn9lcotla"ItH 1ne RPM. NOA-No. 17-0420.07 VINYL SLIDING GLASS DOOR NOA (NI) 10/05116 8 -_ STRAIGHT DOOR EXAMPLE lJ ROSOWSKI NO CHANGES THIS SHEET. A� 04/06/17 NTS I$I SOF 21 1411 MD-5470.0 X LYNN � PE. P.Eimm 11 9B.ICONE HOTMELTBUM STRUCNRAL slucaNE STRUCTURAL FOM1 3N B'NOM. '13001JfYLENE 1/4'NOM. ITH DEICCANf YJIfH 1-1/1 B'NOM. DEsIccANr EM. OLASS— GLASS EM. GL450 BI AR SPACE 11/18'ABi SPACE _...____ W ..... __._ U-• — ti - SURFACE E 4SG TIPS TG SUPER SPACERGNXT" 7TKODISPACE O1 TOWAaRDS`TXEflE10MR ER100. 0 L43SB I I ITE a INfF1llOR I I PRODUCT IS WERIOR. GIA WIF=14VS I I TOWARDS TXEINIERIO0. ALUMWUM REUffORCEMEM NTFILLAREA POLYISflff. BUTYLEElIWNGM. GLASS DETAIL S11B'NOM. SE BUMB LICONE SEAL 91LCAM RME FOAM MILESS STAWLE99 STEE NOTES: iL45S 1) BACKBEDDING SURFACES SHALL NOT BE PAINTED OR LAMINATED. 'a EXT. GLASS 2) PRODUCT MAY BE EITHER INTERIOR OR EXTERIOR GLAZED. �•'"' $` 'T"=TEMPERED INf. GLOSS LA99 DURASEAL® XL EDGE'" @SPACER TB SPACER ERPlmtlon VINYL SLIDING GLASS DOOR NOA (NI) 10/05N5 TF• N°S8705 �10,'•.•� Vrlll .s ••'FYo"'gmmmlDdJA,,: '''Si�NAL EN, ALYNN MaLEaZ PF WTBS GLAZING DETAILS JROSOWSKI NO CHANGES THIS SHEET. 19 04/05/17 PA 3GD-5470 NTS III 10OF21 Jill MD-5470.0 i A SILL CLUSTER ANCHORS LAYOUT: ASRUOALOR NF cENTERIrve q. Ff. IFRIOR n 4" aWMCL04aER • ANGIORWO VOM NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TRACK DISTANCE IS 2276° AS: w PA CEMERLWE EKre�wIoa �j 2-TMCKI RLC(lMTE 'N'ANCHORLOGTION PM L CEMERLWE E%fERIOR &TMCKImE MAW 'M'ANCHORLOGTION M2' EXI(1E-IRyI� •C6'ANtl10R MT OR Lsn3t LOGROF6 PANEL C@REPLPa 4° EXIEwOR z-TaACR rzREwueowTE vPANCHORLOGTIgVB 4' &TRACKINIE MWAM • P•ANCNORLOGTIONS CDrtEwME PANEL 4' E%1ER �IRIO V &TMIX MRTCdEMTE •ay ANCNOR LOGTONC CENTERLME 4° �ERIOa —+4 3.22" &TMCK INFEANEMTE W MWORWMTON CENIERLINE� �•4° a-TMCK WIERNEONTE V 4TMCNINIEmfetM'IE `� aTMCK WfFRLAE0IATE vt'ANCHOR LOG110N YYANLMOR LOCAl1W5-aO'ANCNORLOGTNN9 NOTES: lmwEa rEmAWTaTHEEaLamaoe¢L 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. MlEA4Ep11EM1pRlaIIIIILO,G�.,ttV��I�IB�^ �III� 2) A RACKlt2375- DISTANCE IS 2.IS 2.975° FORALLSILLS: UJI, Fla Sill 1 PRa.,l&yggCT R ththEPmid. 0' 04YILY,y "', Jamb 5 BUTIEln9 Go4o a a, NOA-Na. 17-0420.07UCENgF P mK 7 ExWallon Date O412112021 Y' No. so INYL SLIDING GLASS DOOR NOA(NI) 10105H5 BY- mi.. Be Pm Re G..u. �p NCHOR LOCATIONSA %JROSOWSKI �O'•, ��/� '.its •• :RoRlva, .: •?Vi O CHANGES THIS SHEET. 004106M7 �a S�.,: �••••. �p�,d NTS 111 11 OF21 1991 MD-M70.0 4 HEAD CLUSTER ANCHORS LAYOUT: AS MO0. OR INTERLOCK 4" CEMERLME E%tjEnjRIOE 322° v 2-TMCKCLUSTERSa' ANCHOR LOGTONe pENTEALME 4' ERtOa 322° aTMCKCWSTER'G' ANCHOR LOCATWtS ABIMOALOR MTERLOCK 4• CEME ¢ NE �rnlloR 3�• +TRACKCws1ER '"ANCHOR LOCATIONS ASTRAMLOR IMERLOCK 4' CENIEfO.ME EMF.RIOR 3.22' 2-TMCKCllI31FRW ANCHORL rom ASIRADALOR LNIERLOCK CEMERTINE 4" E%TJETRIOR ---+ 322" \J C-TRACKCWSreR• ANCHORLOGlI0N9 ASTPACALOR WTeRLOIX+ CQTTETWNE NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK-TD-TRACK DISTANCE IS 2.975' FOR ALL HEADS: 4TMCK CLUSTER •G•ANWOR LOCATIONS HEAD "+" INTERMEDIATE ANCHORS LAYOUT: PANEL CENTERLINE EXTERIOR V 2-TMCKMTERNEDIAM IPMCHMLp TON PAM1 CINIEf611S EMERIOR ID &TUCffONre �/ 1•ANWCHML0ORLOCATION MTMCKIN WEMAW 11'ANCH0RW=PN PANEL ipg; CENIERLME 4° V 2-TMCKMfENdE m 'r1'ANCHWt WGTONs PANEL C£NTERLME 4.75' EXTERIOR J-L STMCKIME WATE V •✓PA ORWMROW r♦�r rr .. II tea, 4TMCKIMERMEDKVIZ ANCRORLOGTONS PANEL 4" CEWR LINE F]RERIOR 322' V 2-TM[J(INfFfWEDIAX '+3•A CRIDf WI PM CENTERLINE 4' E iE I wr 3.22° fl_. STRAfHf INTERMEDIATE VV •K•ANCHpRIOCATON3 4' +1 F� 3.22° 41MCK INIERMegATE'.9' ANCHORLOCATON4 NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TRACK DISTANCE IS 2.376' IV2-37S' FOR ALL HEADS: YL SLIDING GLASS DOOR NOA(NI) J& 10/05/1F :HOR LOCATIONS 8S JROSOWSKI CHANGES THIS SHEET. og 04/05/17 " )-54701 NTS 111 12 OF 21 Oil MD-5470.0 I#f A vit615e Florl4a 17-0420.07 No. 587, P-HOOK ANCHORS LAYOUT: OPT. ANCH( TO AID ALIGNMEI OPT. ANCHC TO AID ALIGNME! NOTES: 1) SEE TABLES 1 & 2 FOR EXACT QUANTITY OF ANCHORS REQUIRED IN THE P-HOOK. y� % [UR HeeNSN CJa1 Jamb 4 F- -o f7l JAMB ANCHORS LAYOUT, (PARTIAL VIEW): G1»r-- 2.376' 4.75" 21.8' 21.6" MAX MAX. O.C.O.C. TRIOH 1� 8° fi' I I MAXC MAX I 2-TRACKFRAME T &TRACK FRAME JAMB ANCHORS JAMB ANCHORS JAMB JAMB 'EEP NOTCHES END @J V X .600" 24°01.375'X.600- (0)TRACK WEEP HOLES EVERYW@] 1.125'X.1B0°; (1) WEEP NOTCH EVERY 24' 01.375'X.50W 7.125° u21.6" m n,1 MAX Jams 5 O.C. TRIOH P NOTES: 1) STANDARD ANCHOR LOCATIONS SHOWN. FOR 3 AND 4-TRACK JAMBS, ANCHORS MAY BE LOCATED IN ANY ADJACENT TRACK (SIMILAR TO THE 2-TRACK JAMB) AS Mp • REQUIRED TO MEET MIN. EDGE DISTANCE T 4-TRACK FRAME CONSTRAINTS. IN CASE OF AN ODD JAMB ANCHORS NUMBER OF ANCHORS, THE MAJORITY MAY BE TOWARD THE INFERIOR OR EXTERIOR. JAMB 1'X.500' I VIN1W)".�-,aDC PER END 01"X.500" SILL WEEPHOLE LAYOUT (2,3 & 4 TRACKS) (10) TRACK WEEP HOLES EVERY 24' db 1.125' X.190'; J ROSOWSKI 141 NO CHANGES THIS SHEET. 1411041051171 NTS IiI 13 OF 21 I41 MD-5470.0 24' 01.376-X.600- PRODUCTeeREVISED BONain9lioage I/5 Me N.M. NUA-No. 17-0420.07 P.apinHoe Cam 04/21/2021 NC.58709 I HEAD 900 CORNER CLUSTER ANCHORS LAYOUT: SILL 000 CORNER CLUSTER ANCHORS LAYOUT: F4U1�6P°""1NT01� FaLawpGeo• Cgtt.ElisLL Axcxontoarmx6: 80' 4' L4'4- q. JI �L q, L q.L HeoN51Y 1 JDM 5 R-TMCK W'mRNER PJRFRIOR 3.1PACK W'mRNW IXiJER'�10R PtIWk 7 'C1'ANLNORLOGTgNS Mm RLOGTIONS 4/ y-TMCKBO•CORNER FJR MR 2.MM80•COf M E ROR (USE WNERETs'S6PEGF®) (USE WHERE Mb`I66PECPOW) •q•dNCNORLO vom II''77 Tb•.NCNORLOGTKMS (IISEWNER:'CO.53PECIFlm) [J (15E�M"-is SPECIRm) H P H 1 4° ,ar�Oft }TPACNPp'CCMFA —il-- 'U'ANCHIXtmGlION9 V (fISE WHERE'CS 5 SPECIFlW) 6-TPACKW'COIWER I -I TC ANCHOR LOGn01S V IA6E WHFAECbi 5 SPEWFlm) I 3TMCK W CCF I EKI£RIOR YA'M'CNORLOG=M fVl (MEWHH CS•ISSPECff ) P fl N " N, I STMD(90•CORNER F MRIOR 'G6 MWORLO VOM ,Tl. (USEWHERE'CSISSPECFM H P P P 1 PRODUCT REVISED aFPomPI I° with the FlPrld. ASCOT¢ �e� NOA41o. 17.0420.07 ERP4.W. Date 04212021 Ma l 4° 3.22° 4° 322' '�FS'•.!20RI�P.:'G�C��: •ci D inGnomis V R •CB TPIiLXONLOGnomNs amnaceo•coR+Ea ammo mwrER �AAS�ONALltiari�n PI6E WID:RE'CA 56PWPEO) (USEVMEI✓ECSIS 6PsnRW1 fCl'MCMORLOCAnON$ W ANCHOR LACAn0N6 (USE WHERE'c$•ISSPECIFIEW (II6E WHENE'Cs'SSPmIFIm) 0.LYNNt161FR,PE. NOTES: PEY66IW fmuRLePmrnwrorxswuowwowcoRr€R 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. IaaPANuIORL°Grrons10 VINYL SLIDING GLASS DOOR NOA(NI) JAI io/05/16 V 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE ANCHOR LOCATIONSD EA•JROSOWSKI SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. Hestl1310 ' 1 Jamb 4 3)TRACK-TO-TRACK E m°mwnromn x+rSousm�s,wc. $ NO CHANGES THIS SHEET. ��04/05/17 P-Keak r DISTANCE IS 2.376' W6° 2.37W ALLMQKWRE6E FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DR A N. VENICE, FL 34276 q (841H80-1800 14 OF 21 a$ MD-5470.0 $ A 6gi.°f AIIM.Jl9]BB HEAD 1350 CORNER CLUSTER ANCHORS LAYOUT: SILL 1350 CORNER CLUSTER ANCHORS LAYOUT: PoiLo o1.x`wlw . Awivxwuna� tss 4" 4" 4"0tmm R�IOR 3.22• EMERIOR 44' EXTERIOR 4^ EMnRIOR "00K 7 / 27R0.CN 13rw18.Ef1 V 2-WIXI9SWR 2-ln 135-mR V z-1PHCK1as•wR1�R V Y MWORLOG=M •LS Mp RLO mm T.P KORL MIJS 'C8•ANgi0R1ACTlM (OSEYMERE MSPECIR®) (USE WNERE'CJ.'193PECffIEu) (IISEwiohw .YL55PmRSg) (VSEVMER w"I'mFim A A � EMERIOR }3MCK 135'CAR2IDl YA'p1.CXORIOCNlI0N9 (lI3E WIpRE C.T IBBPEC6®) I 4TRACK 13rwfNEH v 41•ANgIORIOGTM)NS RISE WREIp:'GTRI6P�ffIFD) WEROR b &mkmlw COWFR 'C6•pNWOR U3CpTON9 IUSE W HHiE Y8 69 SPECp1Epl 4" 0 41 PRODUCT REVISED aco plyylne with the FlPatla s "Coae NCAIin. 17-0420.07 E plmtwn polo 04/21/2021 aY Ma� }nUCK19rwRNHt }7ppCN 1%'wRl1ER SI'MICIIORLOGTgi9 Ye'pNpRgiIOGnON4 (USE WAEAEY3'ISSP,ECl/FIE➢) (USE WXER_Cr139P,EC/R®1 4" \ � 4• \ vL�Og r �W EXTERIOR bTMCK13rwRNER �/ bT1Uq(1%'COmmt 'crAualoRlnGnohs rp•pacxoRLOGnoRs (USENRIEREYSISSPEgREO) (USENHFAE'CS I93PELFlEp) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE SIMILAR FOR OUTSIDE (SHOWN) AND S`INSIDE 11CORNER •CONFIGURATIONS. DISTANIS 2.375' I{��_ _ '.Ilj-2.Sij76° 2.37176" CE 1I FORALL HEADS AND SILLS: 4^ * ; No. 5870S --n:LQ7 b •m•RLor�noRs �'7;S�O+VAL. EN�:.\�. llllll1I111\\ 1p3E WIIFRE Y:6•IS BPECRIElI) A LYNN lBLLFA,PE PPJ 3676S VINYL SLIDING GLASS DOOR NOA(NJ) JAI 10/05/15 ANCHOR LOCATIONS E 141 1 ROSOWSKI NO CHANGES THIS SHEET. �9 04/05/17 go NTS IgI 15 OF 21 I11I MD- 5470.0 �9BIA�I SPLICE LOCATON Q• EMjEjjjRIOR 322" IJ 2-TMCK SPLICE 'CI•ANCNHONS (USE WHEREW'CS' IS ISSBPEDFIED) SPUCE LocATro 4.75• PxTEwaR —4" 'C6'ANCHOIOU, (USE WHEAE'C3'IS S-ISSp BPECIFlEO) 4.76' `6TRACKSPUCE 'CA'ANCMORLOCATIONS (USE WHERE TY IS SPECIREO) M SPLICE O ANON 4° EMJJERIOR 3,22r' 15 MRACKSPUCE 'W ANCHORLOCATIONS (USE WHEM W W 6PECIFED) SPLICE LOCATION 4" EMERIOR -rl &TMG(SPLGE V 'C MCWRLOCATONS (EE WHERE TW ISSPECIFIED) I% 4TRACKSPUOE 'CS-ANM0RLOCATI0NS (USE WKERE W IS SPECIREU) SILL SPLICE ANCHORS LAYOUT (a) INTERLOCK OR ASTRAGAL: 9PLIC LOCAHON Q" EM MOR -1 bT CKSPIICE �7 "'MCWRLOCATIONS (USEMERE-C3'ISSPECIFIEO) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. (USE WHERE'CS' 188PKIFIED) 4TPACKSPUCE 'CI'ANCHORWCATONS (USE MERE 'CS' IS SPECIFIED) 2) ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. FOR SPLICES OCCURRING INSIDE OF A POCKET, SEE THE EXAMPLE ON SHEET 0. 3)TRACK-TO-TRACK P]�� DISTANCE IS 2.375" 1(.,, 2.376° 2.376' DISTANCE ALL HEADS IS 2.3 AND SILLS: fk[ 4) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. SPUCR LOCATION ' 4' EMERIOR -7 2-TRACKSPLICE V 'M'ANCHORLOCATIONS (USE WHERE TV IS SPECffED) 4" (USE MERU-0-IS 6PEGFIED) 4^ 4TRACKSPUCE "CB'ANCHORWCATDNS (USE WHERE'CT IS SPECIFIEU) PRODUCT REVISED plying with the Florida BuilEin& Cog. .GA-M.. 17-0420.07 * No. 66706 VINYL SLIDING GLASS DOOR NOA(NI) JAI 10106/1( ANCHOR LOCATIONS F a J ROSOWSKI NO CHANGES THIS SHEET. i(3D54701 NTS k 16OF21 1111 MD-5470.04 A PANEL'S RIGHT STILE TYPE PANEL TYPES SINGLE SINGLE FNFD IOCKSTIIE A.RlMGAL ASTRAGAL OMIDEOV ASTMOLL INSIDEN' ASTRAGAL pU gDE135• pgBMGAL INSIDE136' ASTMGAL IMERLOCK OUT NMRWM IN MIIE WIHANDLE BOXOM BOXIN RECEIWR RECEIVER REOENER RECEIVER NTERIOROR EMERIORGIlZEO SINGLE ,Mix E F PP K L L TC TA TV TINN gERcm INTERI.00N B H P A C C SC SA SV SW W RR R S Wm S At" FC FD FV FW Lu LGCILgNLE D M J. J W/IINIOLE �GKW DID AGNUGAL LR T U F.. LL BOXOUT ASIWIWL �L� I Tmom U N.I J 6m Omer CT CS CF z in evAT AS DF a (L RECEp/ER OUT. "° VT VS VF WCOV R I✓ECE1VEfl IN. 195• IAA YY VYa7 WS VV WF NJECI R RECEVER LEFT RIGHT PANEL PANEL STILE —�" STILE PANEL TYPE r, SHOWN. PANEL NOTES: 1) SEE DP/ANCHOR TABLES 1 & 2, SHEETS 7-8 FOR PANEL SIZES & DESIGN PRESSURE. 2) PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE NOT AVAILABLE. S) MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 80" 4) PANEL TYPE MAY BE EITHER EXTERIOR (STANDARD) OR INTERIOR GLAZED, BOTH TYPES QUALIFIED BY THIS APPROVAL, SEE DETAILS SHEET 10. N. SCREEN PANEL TYPES DOUBLE IMERLOLK F��1 �� ptMM^Li. ASTMGAL WUBIE M LOCKgTILE .v� INTERLOCK JLOCKSTILE A9TRAOAL DDUDIE SDDINOIE INTERLOCK INTERIACK A OOUlm �wiww 0 LOMTIW WTFA OCK ULOOOMLE OOumE SNOIP DS INTERLOCK INTERIACK VINYL SLIDING GLASS DOOR NOA (NI) PANELTYPES NO CHANGES THIS SHEET. SGD-5470 4 g NT3 17 OF 21 PRODUCT REVISED p Ipn99 NA tlw Plorltla Building ga NO".. 17-0420.07 papirti t h Detp 04/21/2021 _ * SKI =A:'�/ No0.i lei, "A E0JROSOWS 5. 0: MD-5470.0 r---s.876 t0.B36� 64a p C�C too r 126 1.81 ❑ .100 2 dQ�al r�i]- r�->]laJ �� 1 .6 .082 .830 FE Qi 2TRACK HEAD/JAMB ©47RACK SILL (DCOVER(PVC) B9) ANCHOR PLATE -8250 -7 8.260--+-� C=.100 ❑ 1 100 ��O ❑ �J.13 G�®� Le1 ❑ �' Q 3 TRACK HEAD/JAMB ® 3 TRACK SILL r-t0.e25 Li .100 Lil -La6�876 25} 813 © 4 TRACK HEAD/JAMB Q2 2 TRACK SILL l �J1.6�70IIIJ 2.B33 .710 TOP, BOTTOM ® AND STILE REINFORCEMENT 1.000 262 f.062 7.435 949 ---o---.082 TF1 1 BOTTOM RAIL ©OUTER SILL SUPPORT COVER -}1 -.550 y ��1 OB7 .� 762 301 J J'�-�rt-cI 1'828 9 TRACK INSERT 10 ""'LOCK CAP, Q EXTENDED POCKET 5.178 r 231 060 � 2060..100. y+{ 1.613 .080 j-^f 1.089 II 060 ,3 COVER 7-1 SslL CK ©P-HOOK ADAPTOR ©8 P-HOOK r 094 125 20 I�--.64D .54D E!f .06 .22075 2.976 Lr2.141'11 ,!:H '{.328 .50_a 1+-2.807+17 t.406F-.-L+-.052 F F.-.062 21 .329EXTENDED KEEPER @BAR GOVER®R�EIR REINFORCEMENT FIXED PANEL CLIP ® REINFORCEMENT 1.826 1.69f768 1.595 F'23 2,898 925�OTO2.11 .300 •400 ® B 312 2.210 JL LL..--•�JJtBe .120 .182 .120 1+.182 2.291 .too ENDED POCKET ANDSTILEOM ®REINFORCEMENT, ®IREINFORCEM REINFORCEMENT, ®RENFORCEMENT INTERLOCK ADAPTER COMPOSITE STANDARD HEAVY-DUTY REINFORCEMENT 1.472 125 3.209 125 2.175 070 13V CORNER 135-CORNER ®ASTRAGAL ®PASSIVE MOUNT .210-y j+�- .252-+� IIYX�-1.2TrL61 i BEVELED BEAD OGEE SEAO '060 3.713 �. O46 Sao 1A70 220 ®135' CORNER 136- CORNER ASTRAGALCAP, �ASTRAOAL CAP, EXTERIOR INTERIOR 3 INTEnUUK ©ADAPTER I1- 22.88388 -1 2.073 Q ,pOg �NTERIORJAMB COV -RODUCT REVISED ....'Iyln with the Ronda .:uB. C, ©ASTRAGAL AD0.0N ©PANEL STILE, TOP AND BOTTOM RAIL I N0A-Na. 17-0420.07 3.320 3.345 NOTES: .919 1) SEE SHEEP 4 FOR .090 SILL RISERS. 3.247 3'�5 .060 2) SEE ` .OB5 I FOR SCET 20 REEN .L_ 4�-.878 FOR BCREEN PARTS. @ASTRAOALR TIO- CORNER go- CORNER 3) ALL DIMENSIONS 40 ASTRAGAL CAP, ®ASTRAGAL CAP. NNCHES EXTERIOR INTERIOR �y VINYL SLIDING GLASS DOOR NOA (NI) 10/05/15 �J a EXTRUSIONS & J ROSOWSKI cevrxiaNrom0 ema0uswes.iNc � NO CHANGES THIS SHEET. 0 04/05/17 N. VENICE. FL 34275 (941)480-1600 INISCID-6470111 NTS III 18OF21 G MD-5470.0 p.��p14Y LYN,y '��•,: 1} No. 587p5 1) IN&TALL� 2) INSTALL CLIP HEADER BLOCK TO HEAD JAMB TO HEAD INTO FRAME JAMB (4)CLIP ANCHOR CLIP INTO &SUBSTRATE, ATTACHMENT BLOCK ASSEMBLY TYPE AS USED PANEL o USING INSTALL ONE BLOCK AT a 'V N INSTALLATION, STILE INSTALLATION EACH INTERLOCK. LOCK TABLE A. SHEET 1 ANCHORS, SEE ATASTRAGAL, INSTALL (3)#10X 6 TABLE ONE BLOCK THAT (3)#eX ss SPANS BOTH PANELS. ao ib'SMS I I i 1°SMS / Oo FIXED PANEL CLIP FIXED INSTALL ONE CLIP AT THE (2)1/4' 1 za CUP PANEL MIDSPAN OF EACH FRIED °5 X2-1/4°SMS PANEL-TOFRAME JAMB LOCATION. #B X S ,� 0 SM(4) 010 2R;EINF. ER X2°SMS T .BBAR 5M5 � KEEPE is FORCEMEN 1-1/4' / TACH WITH #B X 1-t/4' 4-PANEL, 2-TRACK ® 34-112" MAX O.C. OXXX SHOWN OCK PLATE BOTTOM RAIL#lo SP xSMS SUPPORT X I XPSMS@ (U O"S az THROUGH H INTO PANEL #lox INTERLOCK SILL RETAINER e 1-1/2"SMS CLIP ATTACHMENT INSTALL ONE ASSEMBLY AT EACH INTERLOCK ASSEMBLY ALL PANEL CORNERS WELDED, NO ASSEMBLY FASTENERS \\ I/YIII4) INTERIOR V EXTERIOR 3 AND 4 TRACK CONFIGURATIONS. itu mt IRANCHOR LOCATION & SPACING. FABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. '.UwQi fINUOUS ANCHOR PLATE. ITEM #8, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. : `Q'; •' 4 VINYL SLIDING GLASS DOOR NOA(NI) JAI 10/05H5 *� kn 887p5 R—T ACCESSORIES INSTALLATION % J ROSOWSKI aw.m,rorwouam¢s,wa CORRECTED#SB �✓� 04/05/`17 III TECHNOLOGY DR I. VENICE, FL 34275 g 8gg 4 LvwuullER (941}480-1800 SGD-5470� MS G 19 OF 21 l MD-5470.0 �f A fFAi.OPN/IH i,�� P.EIGMS r I,I BOX SCREEN DETAILS: HORIZONTAL SECTION EXAMPLE STANDARD SCREEN DETAILS: u tm 121 to HORIZONTAL SECTION EXAMPLE toe / HORIZONTAL SECTION —�'% 7.087''��II ....� I"-1.081 EXAMPLE 1.202-I�-�I� 1 060 1.778 5 77 .876 -�F•� 060 �--�a+�050 .045-�-L .876 r- 1.020 r-- i tRSCREEN 1�+SCREEN +n SCREEN OXO 1.893 1.BB3 1.874 FRAME SIDE RAIL, ASTRAGAL L RAIL LATCH ADAPTER L-.062 L OB2 .082 PRODUCT REVISED BOX SCREEN BOXSCREEN BO%SCREEN BYnmmgl`oa with mo Floritla OBtm t°t t0 1 1.435 I-� OX RAIL BOTTOM RAIL SIDERAIL -1-�1 F+-,726 r�1 I NOA-N,. 77.0420.07 to .785 f I .782 tNpim9on Data 04121/2021 DR .040 Dy ®RG�).Fel D 7.020 r-- 1.593 1973 1zH tza .082 miami-0aa raeud conwt 3CREENIA FRAME t0+ 1.872 � azs ASTRAOALNYL +�a SCREENILL 0� 1899 v v ADAPTER ADD-0N LL..IIII 0.062�3noa� BOX Box 105SCREEN SCREEN 10t SCREEN 0XO 1W 6Q�] INTERLOCK SNAP-0N ASTRAGAL VERTICAL SECTION BUG FLAP ADAPTER . VERTICAL SECTION ��`pY LyN,�y"'�,� EXAMPLE EXAMPLE NOTES: LOS' 300 --11.487 1) ALL DIMENSIONS IN INCHES. ttcSMy'• F: e' ,4 1.343r- f 05541.510 VINYL SLIDING GLASS DOOR NOA (NI) 10/OS/15 ' *i• N0.68705 ! �, �' �-070,: SCREEN DETAILS �m`JROSOWSKI ;�'•;Nq (°(��.,��` 80X SCREEN BOXSCREEN BOXSCREENHEAD a sr fDa ASTRAGAL tOi SILLADD-ON 10B AND JAMB ADD -ON caPTwa87oz°t7 P°TINDIrsr WNt NO CHANGES THIS SHEET. p® 04/06/77 ' SS'�:�RIDP ,.•''��1�. ADAPTER 107 TECHNOLOGY DR n� �'ri ,O,NgLtENG``N N. VENICE. FL 34275 (941)-480-1600 SGD-5470LjNTS 200F21 i$ MD•6470.0 i$ A A.LYNNMILLER,P.E �OFAVRINRtL0587W 0 Part# Oeec+iption Material 1 18001 2-Tack Heed/Jamb Rigid PVC 2 190D2 2-Track Sill Wgid PVC 3 19026 3-7mak Head/Jamb W91d PVC 4 10028 3-Tmck Sel W91d PVC 5 10027 4-Track HeadlJmnb W91d PVC 6 19028 4-7mok SIB 1091d PVC 7 18DD6 PmwSemWCmer Wgid PVC 8 19031 Anchcr Plate 6083-TB Alum. 9 19007 Tack heart 6083-TO Alum. 10 190W IMerleole Cap - Extended Packet Wgid PVC 11 IDD39 Bottom Rail Support 8061TBA0m. 12 Cuteregl Cofer 1106-TBAIum. 13 :dA 18011 $19 Tack Cover Rigid PVC 17 18032 P-Hack Adapter 00B3-T6Alum. 18 19020 P-Hook FOSS-TBANm. 19 19047M Exceeded Keeper 8063 TO Alum. 20 18029M Keeper G063TBAIum. 21 19014 Relnbrcemem Bw Cover W91d PVC 22 18030 Reinforcement Bar 6005d6Alum. 23 10037M Fixed Panel Clip 6083-TB Alum, 24 18035M Reinfdrcoment Plata 6063-76 Alum. 25 ID017M Top Res, Bottom Rail and Lookelib Reinmrcenrant 0006-Tb Alum. 20 19048 CompaBe 2] 18018M Intadoek.30DRelnWtcemem,SM 80g5-TSAtem. 28 1B013M Intadooh.400 Ralnmrcamen4 HO 6005-T6 Alum. 29 1901BM Astragal Relnfnreement 6005-TS AMm. 30 18083 Extended Fee at Interlock Adapter BOB3-W ANm. 31 18006 Bitstock AdePWr WBMPVC 32 19008 Astragal Addon WBMPVC 33 19004 Panel Sme, TOP/Bottem Rea Wgid PVC 34 1904D htedor Jambrknar g063-115 Alum. 35 laws 138'ComerASlmBel 60B3 Mmnn. 30 10077 13F ComerAstmgal Pasahe Mount 8089-lb Alum. 37 19019 135' Comer AstMal Cep -Ent. W91d PVC 38 19080 136o Comer Astragal Cep -IM. mom PVC 39 19078 80-Comer Aslmgal 60113TM Alum. 0 Parts Description Material 40 19081 90' Comer AsOaRl Cep-Ext. RgItl PVC 11 19082 90' ComerAsaegd Cep -Inl. Fold PVC 42 IBM SD Saw -(2.1W) ffed -TB Aura 43 loom SIB Rbw-(3-W) 6003-TB At= 44 1DD23A SIB Weer.(41118') 6003-TBAJ=. 45 10024A SRI She,(4.&W) 6063-TB Alum. 50 716609W Aar 1,.320-Flnseal(Stile) 51 71MGK 1-1/7 x 1- x 3/4' Fin 8.1 Duet Plug 52 71698 1 Duet Plug 00 4le041 Intedwk Gp Cmer PVC 01 711163X Tandem RollerAseemby 39 62 7815314 Tandem RollerAssamby Nylon 9a 711WGFPTX 08 x 3'4' Ph. PH SMS @ Rp3w S Saint. 65 64 41W42 Flow Header Black Nylon 86 48052 RollerAOJ. Hole Plug PVC Be 44M 4Hole Sumper Stop PVC 07 7eX114FPTK 00 x 1-V4' Ph. PH SMS @Bumper Stop 99 as 718a8G SIB Plug PVC 69 78185X Gemini Modbo Lack W4ong Tim plate Steeyes 70 71W2XIFPFX 1032x 1' Ph.FH MS @ lack 86 71 •edes Handle KR Cast Zge, 78 Kommetlng 4SO TPS SpacorSyetem 76 Quenex Super Spacer nXryAlh Hot Melt Butyl Sea Sheet 0te n Quermx OumaeM MeleteB 78 Cwdlml)L Edge Spacer 70 Dmy Coming 05 or GE-7700 Seekbadding Silicone fit ieOH 1-111V Bested Bead Wgid PVC 83 IBM 1411B' CBss Bead WBM PVC BB 71729K 9et6ng Black 1-x4-x 1116'. 85+1-5 cm. Neeprelm 80 7BIPSTX 08x 1•Ph PH SMS @Few Assembly 33 91 760B14PHPT410X 08 X 1-114' Ph. PH SMS @ Reim Bar SS N TIOXIPHPT1841X 010x1Ph. PH SMSOMISuppot SB W 71OXI16PPX 010xl-IWPh.PHSMS9Fxd.Pm.CIIP SS 04 710)QsPHPT1a4X 010x 2-1/2' PR PH SMS @ Relnf. Plate/ L 65 B6 71420K2.25FPFX 012 x 2-V4' Ph. PH SMS 9 Her. Block SS 96 71DX1.76PPX 070z 13W Ph FHSMB @Act. Mount 8S w 710)34PPX 010 x 3W Ph. PH SMS @ Ext. PM. IM 50 00 710XJPPX #10x 2- Ph. PH SMS O Keeper 88 NOTES: 1) ITEMS 01418, 46-49, 5339, 72-74.80, 81. 84, 85, 87.89, 98 8 99 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 0 Pan# Oescrip0on Matedal 10] 12256 Sax Scroai Top Rag SoN115A 101 1226T Box Semen Bch=Pell 60T3 To At 102 1Taee Box a..,, Side Rd eM 76A 103 B4425 Box Sewn hte4cok 6083TBA 104 17347A Box Screen Srepm Bug Flee BOSS TB A 105 64245 Box Some OID AIm9al Adapter e0e376A 106 1T849 Box Sermn Aegagal Adept" W075A 107 1E039 Box Sewn Frame Sill Adel -on 8003T6A 103 10030 Box Semen Hwd'.hmb Addcn WS3 T6 Al 10 72OXlX 41420 x 1" f,IS O1foF Reg Be 110 72OXI12X 0140 x 1-1/2'MS @ Btllem Rail SS 111 717B3G Wata.270'x A&V - Fin Seal 112 61805K W tF,.1SP' x.50P O Bug RIP 113 79RAZ Standard Mier Nylon 114 7£R4X HDR flar $9 116 mixes Semen Lacking Hardrsm Steal 116 41E063 Semen Keeper Sigel 117 76XIPPA Wx I- Ph. PH SW Steel 118 • I0MW4 Semen Spline -.160" 8.165' Vw71 11B 18160A Iscman Oqh Fl, lees TABLE E: STANDARD SCREEN 0 Part# Desorlptlon Material 120 12033 Balm Fmma Rell 8083T5A 121 12MBA Screen From. - Side ME (Latch) 60637SAI 122 17368 Semen WD Magri Adapter 6063 TO Al 123 4853K Semen Vinyl Aatm9el Adapter 991d PVC 1114 IN120 Frame Sig Semen Add -on 9003TBA 125 BFPBEK Bug Flap, 85+/-5aum. Vinyl 126 7OM12PSAIS #8x 1-117 Ph. PH ISM (Aseemby) SB 127 712027 Career Key Wheel Asaemby (Sterdertl) Nylon 128 712027SS Conmr Kay Whael Aaemby(HD) SS 12B vMea Screen Looking Hendren, Steal 130 710X14PPSDAX 070 x W4' Ph. PH SMS O 6010en ADL SS 131 78K12PP6M8X 08 x 1/2- Ph. PH SMS 9 Door ASL S0 132 188213'4 BBmen Spline-.145 Vinyl I" 1616C7a Semen Cloth Flbamleca PRODUCT REVISED piyina with Nye Plotlda 9a1141n9 Getl NOA-No. 17-0420.07 VINYL SLIDING GLASS DOOR NOA(NI) 10/OS/15 By =11';' Nc, 567o6 PARTS LIST D8 J ROSOWS' 97 )II NO CHANGES THIS SHEET. II!8104/061171 NITS IN 21 OF 21 IE3I MD-5470.0 I91IAAL"N MILLER, P.E. pa a6R1a5