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�`:CEIVED C. 0 Py APR 13 2018 SCANNED ST. Lucle county, Permitting MIAMI.DADE BY MIAMI-DADE COUNTY St Lucie 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)fHESE PLANS AND ALL PROPconomy PGT Industries, Inc. ?j ARE SUBJECT TO ANY CORRECTIONS 1070 Technology Drive REQUIRED BY FIELD INSPECTORS THAT North Venice, FL 34275 SCOPE: CJAIA..BC..NECESQh�RYIts�1RCE TO. This NOA is being issued under the applicable_ .R ; y (a��� "M091pjbf 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 "SH-5400" PVC Single Hung Window—N.I. APPROVAL DOCUMENT: Drawing No. MD-SH5400-01 titled "Single Hung Window Installation - NT, sheets 1 through 12 of 12, dated 05115115, with revision B dated 06/06117, 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. ]MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there bas 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# 16-0714.04 and consists of this page I 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. 17-0630.06 Expiration Date: July 30, 2020 IL� Approval Date: November 30, 2017 I Page 1 PGT Industries, Inc. J. NOTICE OF ACCEPTANCE: , EVIDENCE SUBMITTED A. DRAW_ INGS`:`; ; „ r. :1. _j 1. :; 1Vlaniifacfurer's die drawing's and sections. (Submitted under previous NOA No.15-0519.06) 2., • Drawing No: MD-SH5400,-01 titled "Single Hung Window Installation - NI", sheets 1 . %through -.of..- 2,-',dat$3•, 03/15/15, 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, DuraseO spacer system, Super Spacer® NXTTK spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No.16-0714.04) 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 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of 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.15-0519.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), dated 05/15/15 and 08/29/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No.15-0519.06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). "1hh&Uf7L2keR { Manuel Pere . Product Control E min NOA No. 17- 63 6 Expiration Date: July 30, 2020 Approval Date: November 30, 2017 E-1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (coNTINUED) 1. 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. 2. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09115116, expiring on 04/16/20. 3. 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 5'11 Edition (2014) and FBC 6th 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 8/19/14, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. (Submitted under NOA No.15-0519.06) 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. 17- 0 714.04) G. OTHERS 1. Notice of Acceptance No. 16-0714.04, issued to PGT Industries, Inc. for their Series "5400" PVC'Single Hung Window - N.I. approved on 08/18/16 and expiring on 07/30/20. Manuel r5ae E. Product Controer NOA No.06 Expiration Date: July 30, 2020 Approval Date: November 30, 2017 E-2 ANCHORAGE 28-11B•MAX. O.C. EMAMPLEFOR _ HEADIER -TOP ER tslw—\ '2='X FROM HFADFORAU- FOaAu FRAME SEAM WNOOW TYFE9) // B,SEE— SHEETS ... 30•MAX.O.G 12•MA%, �ETDI_— WEET3�- 0. sm • 1Y MAX. SHEET3+ EQUALLY EQUALLY / 1]-]/S'MAX.O.O SPACED SPACED / me SPACED / �— TABLE868] AN CHORS ASLE588i 0 BO' —r' MAX 10'MAX O.C. BUM % 4 � HEIGHT EQUALLY 11&3l� MAX.O.O EQUALLY SPACED ANCHORS PER V AICHORSPER TABIES687 A ... TABtE5687 SEE SILL WEEP - S2-1R' MAX BUCK WIDTH ELEVATION FOR TYP. EQUAL LEG FRAME SHOWN WITH EQUAL-LITE CONFIGURATION THAN 1-lW 21-SIB" -- H ANCHORAGE EXAM IE 62-11WMAX.BUCKWIDTH MAX O.G FORARCI4TOP HFAOER(SIM. TKM ALL 30' 12•MAX. / / WINOGWTYPES) MAX O.C- -[f i\' �� � 1D"MAX FROM DESIGNPRESSURERATING IMPACTRATING VARIES PER REINFORCEMENT LEVEL. SEE SHEETS S-i NOT RATED FOR IMPACTRESISTANCE iUGHDTWSDTH� —IIr1� !'��•LLy SEET4 FU EO VISIBLE _r 0.3FE I LIGHT 17-7/9'MAK 0.0 SHEET3'F / HEIGHT I_ EQUALLY 91.7S' SPACED Q MAX BOCK ANCKORSPER TABLES6A7 —� HEIGHT .i. X ^ MAILOC3314'MAXO.C. EQUALLY&PACED [Al ANCHORS FEA TABLES68i n MAK Bw - �T SEESDLN 52--IlW IAAAAX BUCK WB]TH 1 SEESHEETS 88 O i 1YMNL tTd�/S�MAX� .O.C.I e2 O BUM MAX X I IWIMA (.IO.C. HEIGHT L 13-1I4MAX O.C.EE SSHEETS AS89 EE l B1IY M4% NO ANCNGRB ATSILL ` •••" •• D�__._J 1-114' I-Iw 94• BUCK HEIGHT AS SHOWN (91.7r MAX.) SASH VISIBLE NOTCH DETAILS. 52.11WM BUCI(WIDTH Imo-':_ NOTCH DETAILS, �NOTCHDETP LIGHT WIDTH �1 SHEETS SHEETS 5HEE(4 ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEL/PROVIEW CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL -FIN i5•HEIGHTSEETABLE54-7 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GLE HUNG WINDOW IIREMENTSOFTHEFLOMDABUILDINOCOOE. WCLUDINOTHE MIGN VELOGfTY HURRICANE ZONE VWH2). GENERAL. NOTES._............ DE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ELEVATIONS.... ................................. ............ _..... 1 VCHORTYPE. FRAME, GLASS & ANCHOR OPTIONS_._.._._.._.2 ALLATIONS.1% WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS INSTALLATION, FLANGE BEOUPL LEG,HOX.....4 LED) SHALL BE DESIGNED AND SECUREDTO PROPERLY TRANSFERLOADSTOTHESTRUCTURE.WOOD BUCK DESIGN GLAJUINSTALGDETAILSINTEGRAL FlN S.VCNANNEL_4 HITECTOFRECORD.(AOR). DESIGNGRESSUR_._.......................................... 5 SIG OR STUCCO. USEANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INST.ANCHORS DESIGN PRESSURES .......................................... B-] 8-9 ESISTANCE OF INSTALLATION SHALL BE DONE BYOTHERSAND IS BEYOND THE SCOPE OFTHESE INSTRUCTIONS. ANCHOR pDPROFILES ES_._..........._..._...__........... 10 RODUCT IS NOT FLUSH TOTHE SUBSTRATE. USE SIIIMSCAPABLE OF TRANSFERRING APPLIED LOADS. EXTRUSIONPROTSLIT.._ ............................... 10 ASSEMBLY 8 PARTS JUST..__ ........................... 11-12 A. NEGATIVE DESIGN LOADS BASED ON STRUCTURALTESTINGAND GLASS PER ASTM E1300. CODES I STANDARDS USW: - B. POSITIVE DESIGN LOADS BASED ON WATER TESTPRESSURE STRUGTURATESTINGAND GLASS PERASTM E1300. -2017 FUEMDA BUILDING CODE (MC). BTH EDITION C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ALSO. -2014 FLORIDA BUILDING CODE (MC), 5TH EDITION 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINOLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33.113% STRESS INCREASE HAS eA5TM E131X109 NOT BEEN USED IN THE DESIGN OFTHIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FORTHE EVALUATION OFANCHORS INTO WOOD.ANWORSTHATCOME INTOCONTACT eANSIlAFSPA N08-2015 FOR WOOD CONSTRUCTION SED WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING WOE FOR CORROSION RESISTANCE. -ALUMINUM DESIGN MANUAL.ADM-2015 PRODUCFRBW" 9) META SUBSTRATE TO MEET MIN STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. eS1&, NIW UMF1>(14S 10)REFERENCES: TEST REPORTS FTL-7964; ELM ULTRAGAN NON ELM CRETEFLEX NON SUED AGGREGATOR NON ENERGI WINDOW AND DOOR PROFlLES, LTD WHITE 6 BRONMA.IGHTER-A151510010 Uui, CaNo fe SHADES OF CAP COATED PVC EXTRUSION MONS; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION.ANSUA6PA NOS SALUMINU SSIGR AL •AISC 360.10 En.,wm. O. USERLINSTRUCTIONS: UIREMENTS TO BE RENEWED BY BUILDING OFFlCWL. �A\,A\AONY.ENyF!(i�' R DATED TO FBC 2017.-JR_ ay a�n D. Tr?p Q�.1, Mlemi e� 1) DETERMINETHE SITE SPECIFIC. WINDOW OPENWG'S DESIGN PRESSURE REQUIREMENTFROMASCE]. No. Be7115 06/06I17 2)DETERMINETHE MOST SURABLE ANCHOR GROUP FROM TABLES 20R 3 ACCORDING TO THEINSIALLATIIX4 CONDITIONS. *; *� 3) KNOWING YOUR GLALNG OPTION (TABLE I), WINDOW CONFIGURATION AND SIM, DETERMINE YOUR WNDOWS DESIGN 1 DeauiAOar: Omen 6y PRESSURE FROM TABLES 40R 5.RMUST EQUAL TH OR EXCEED E DESIGN PRESSURE REWIREMENTFORTHE WINDOW A T, 6 �2I}, JS?0TECHNOLOGYcFuvE GENERAL NOTES & ELEVATION J ROSOWSKI OPENINGOBTAINEDINSTEPI. %O •. TE0 N.VENICE,FL342T6 nw. INK 4) DETERMINE THE ANCHOR QUANTRY FROM TABLES B OR i. VERIFY THE ANCHORISUBSTRATE WILL MEET REQUIREMENTS ..tTjL i 4/� FOR YOUR OPENINGS CONDITION FROM TABLES 20R 3, AND THAT ALL MIN. REQUIREMENTS FROM THIS SHEETSET ARE MET. �i'lVsf •'• nvI �.Tr•\•?� (941}4841690 SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 5) INSTAL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 MR INTEGRAL FlN INSTALLATION. Ai iS�ONAL E'``4Y` ��ropy�R6�°MO�T NOTEDESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(.FCHANNEL. FLANGE, N]]Il II I11L111 NLRCd1I 5e°LO S'v4 SML INTEGRAL FIN OR EOVAL LEGBO%F A.LYNN MILLER P.E. SH-5400 NTS 1 OF 12 MD-SH5400-01 B MADAMS CERT.OFAUTH.M98 TABLE 1' ALLOWABLE GL Glass Type Description (Listed from Exterior he Interior) Design Pressure Table SheetW 1 3/4' I.G.: 1/6' A Exterior Cap + 1/7 Air Space + 1/S' A Exterior Cap 4 6 2 3/4' I.G.: 1/6' T Exterior Cap + V2' Air Space + 1/8' T Exterior Cap 4,5 6,7 3 3r4' I.G.: 3116' A Exterior Cap + 318' Alr Space+ 31160 A Exterior Cap 4, 5 6,7 4 3/4'I.G.:3/16'TExledor Cep+3/6'Alr Space+ 3116'TExtedor Cap 4.5 6,7 -x,mNG6au;-1- icmmu Group.........^V- Anchor ._ .....___...,._....__.- _. Subctate O Edge Dlstenca Embedment, dm E 2-1/7 x .131- Cemman Nail P.T. Scuthem Wre (SG--55) 3/6' 2.7/16' 2-1/7 M."hank ROOM Nail P.T. Sadhsm Pire (SG=.55) 318' 2-7/16' F #10 Truss-6M6 (steel, 16E S.S.---steel u 4106.SJ P.T. Southern Plea (SG=.55) 117 1-IB' Aluminun, 6063-TV 316' 0.050' Stud, Gr. 33' 316' 0.0451' (16 Ga.) Steel, A36' 316' 0.050' 012 EMS (steel, l_.S or 410 S.S.) P.T. Sordiem Pire (SG=.55) 9116' 13r6' Murnpplgp 6g6 W 3r8' 0.063' Steel Stud, Gt. 33' 316' Raw Steel, A3W 3'6' o.w From Glace Frame Frame Type. Options Confhpa Shapes (®a Fla B) (see Table 1) (see Fig A) (sae Fla C) EqudUte, Squ Reel. ) 1-4 OdeVPnni. A.Top& ` e Coves. Radus-Tap E4� aD I 1-4 16 13ruMe I A Tap ' rem I 1.4 IOdelflp A.ISA tTW& MI) 6 College Radus-Tap Intepml Fin Equ ., Squael t Ws) 1-4 Oriel/ProAex AmiHTep6 6 Co6ape Redua-Tap Et� N n EOUAL-LRE ORIEL COTTAGE � - /--T T� RECTANGULAR NAUNSTOP ARC14T BLOCKSUEMOM THE TABLES ON SHEETS 6-9. .* f Installation Options mat may be used in...... he...... © I' I�� m t O I' LEG ANCHORS RE -GROUPED. - JR - 06/06/17 1trro TECI1NOLOGT tNuvE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI N.VENICE,FL342T6 �� (941F4ac.160a nB.: rpm, SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 rVrviLdNx— ser /g,e,a setae 9roet IAeNnY Ne. Rer. t'KOFA D SH-5400 NTS 2 OF 12 MD-SH5400-01 B _j CERT.OFAUIN.RBi 2B8 INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION IR CHORED IHRONCRETE ME ANCHORED THROUGHOCONCAME AND I% DIPECRY INTO CONCRETEICMU. BUC SEEN INTO THIS SHEET. OPTION EDGE DISTANCE GEE NOTE 2. THIS SHEET. EMBEDMENT ANCHOFRAMEI TOaWUGH EMBEDMENT WE 2%WOOD O } I/4'MA%SHIM 18 1!4'MAX GHIM r— FRAME OR SUCKSTRIP. SEE NOTE 2, THIS SHEET. EMBEDMENT EDGE l� 18 LIGSHTYISIBLE WIOM r 17 DISTOGG ANCE FLANGE FRAME In1 DISTANCE I❑�I SHOWN II "- mm TYP.ANCHORTYPE, SHIM EMBEOMEN 2 TYP.ANCHORTYPE. EDGE EDGE EMBEDME EDGE DISTANCEPERDIGTANCE PERS PER SUBSTRATE,SUBSTRATE SEETABLE2.SHEET2. SEETABL Is PP2: FED 1S 20 OPT. SASH TOP RANGE ]LIFf RAIL FRAME LIGHT LIGHT HEIGHT Y FORALLR@3.5FS: NOTES: BHOW[E 1ANCHOD(ANDS FROM ENO AND AT 1)USE ONLY " 49 21 CENTER SUBSTRATE -APPROPRIATE 22 FOR WINDOWS AHEET2. LIBTEDONTABIE2, O L SDGET2. FOLLOW EMBEDMEM'ANO 73 0 ADD ADDITIONAL INSIDTAU.ATANCELIION SHOP MAY 14 48 48 4] GCREWS®18 . BE USED ON PNY SHDEOFME BEUSELATIONOPRONSFTHE O FROM END. FORMNUOWSWTDI WINDOW. lie MP%. BUCK 0 1B BOTTOM LOCKS: WBE SHIM yp HEIGHT a ADD ADDITTONX USCOINTOWOOMONSMATAB 2, USEET2.A -� SCREWS ®BS1B' .WOOD CKSI-ELE SHEET2.ALLWOODBUCKBLESS 1 85 /1 FROM END. - THAN 1-1? MILKARETO BE .27'X EXtER10R a IMHSASH WEIGHT EXTERIOR FI%EO VISIBLE LIGHT WIDTH BUCKWIDTH HORIZONTAL SECTION A -A CONSIDERED IX INSTALIARONS. IX WOOD BUCKS ARE OPTIONAL. IF UNITIS INSTALLED DIREMYTO SUBSTRATE.WOODBUGKS DEPICTED AS 2%ARE 140THICK USE EITHER ORGREATER.IXAND2XBUCKS LATCH OR (WHENUSED)SHALLBEDESIGNED BOTTOM LOCK. TO PROPERLYTRANSFER LOADSTO FLANGE TESTED UNIT THE STRUCTURE WOOD BUCK pgpME LOCATION: 88R' DESIGNANDINSTALIATIONISTHE SHOWN FROMSASHEND. RESPONSIBILITY OFIHE ENGINEER OR ARCHITECT OF RECORD. / 3) VISIBLE LIGHT MOTH OR HEIGNT INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION 4 OPENING) IS MEASURED FROM BEADING TO BEADING ANCHOREDTHROUGH .. . I I 1111 I • FRAME INTO METAL NO ANCHORS WcnyF-• - REQUIRED IN VISIBLE LIGHT FORMULAS ;*:• No. Spas • - FLANGEOR EQUAL -LEG FRAME SILLS WIDTH ® H:BUCKWIDTH-6IW ®F--DLIIEBUCKYADTH-4GI8' = -•D : ��'''�77--TT••'� 'p '.�iDl �O,G .•• ST TEO HEIGHTfEGIJ L UTEf %IFS•'-'°20RIOP•.+' VERTICAL SECTION B-B BUCKHEIGHTR-3.151B' 1M' MA% SHIM SMS(as),SEE TABLE 2. SHEET2. 7YP.PNG(OR TYPE, EMBEDMEM AND EDGE DISTANCEPER EDGE SUBSTRATA DISTANCE SEE TABLE, SHEET 2. FGBOIRO X FRAME SHOWN uuu t�'r,O EXTERIOR IL INSTALLATION 15 OPTION 4 ANCHORED THROUGH FIUME INTO METAL f NO RcNbe CHANGES THIS SHEET PRopucrasvLSFn Buildwg Cade 0Ut F4XMe Aa'cptmloo lRo / r�� Fi 'retkw Dare RjQ Br MLmH WadutR 10lOTECHNOLOGYUFUVE FLANGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI N. VENICE F1.34276 8011800 SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 LnrrKmllremn Ipi pOpSTRFA PC y1. Gmb: SM1wt PeaLq xa Rav: xE SH-5400 NTS 3 OF 12 MD-SH5400-01 B cERr. oFADM.e2vfie INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES HdCTAI I nTInI nDTInM R EMBEDMENT FIN INT02X WOOD FRAM.— BUCK- STRIP. SEE NOTE 2, THIS SHEET. A:I,Yw FIXED VISIBLE LIGHT HEIGHT BUCK HEIGHT E ERIOR INTEGRAL FIN FRAME SHOWN TYP.ANCHORTYPE It EMBEDMENT EDGE DISTANCE SASH TYP.ANCHORTYPE, L1/4'MAXSHIM F EDGE TYRANCHORTYPE. DISTANCE EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEETABLESSHEET2. (NAIL SHOWN) - INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO ANCHORED THROUGH INTEGRAL FIN 2XWGODFRAMEORBUCKSRIP.SEE INTOZKMOOFRAMEOR NOTE 2, THIS SHEET. SUCKSTRIP. SEE NOTE 2, THIS SHEET. 1/4' MAX SHIM SHIM �\ � 1I4-MAX 16 SASH VISIBLE 17 UGHTWDTH r' WITH SASH W GHT E%iERIOR FIXED VISIBLE OPT. SASH TOP JCHANNEL ��.!'^' UGHTWDTH LIFTRAIL FRAME I FOR ALLWNDOWS: NOTES: SHOWN NOANCHORS REQUIRED W FRAME BILLS IF ANCHORING THRWGX FRAME SEE TABLE 3, SHEET 2. � EMBEDMENT F� (SCREW SHOWN) INSTALLATION OPTION 5 VERTICAL SECTION D-D ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCK - STRIP. SEE NOTE 2, THIS SHEET. I--- EDGEDISTANCE IEMBED1MENT TYP. ANCHORTYPE. INTEGRAL EMBEDMENTANDB FIN DISTANCE PER SUBSTRATE. FRAME SEE TABLE 3, SHEET2. SHOWN (NAIL SHOWN) 1 ANCHOR C 3.55' - BUCKWOTi FROM END AND AT 1)USEONLY HORIZONTAL SECTION C-C CENTER SUBSTRATE -APPROPRIATE FOR WINDOWB ANCHORS LISTED ON TABLES 2 & 3 OVERWWDE: OFSHEET2.FOLLOWEMBEDMENT 1/4, MAX DARE APPROVED MULLION, RED COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. ADD ADDITIONAL AND EDGE DISTANCE LIMITS. ANY SHIM �{ MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLES 2&3 SHEET 2. SCREWS ®18G/B' INSTALLATION OPTION SHOWN MAY FROM END. BE USED ON ANYSIOEOME WT FORWNDOWSTH WINDOW. Imo— BOTTOM LDCKS: Y100R412STEEL �I 1.� 1/4'MAX. ADDADDIIIONAL 2) MASONRY ANCHORS MAY BE SEL DRIWNG SHIM SCREWS®8.31g' USED INTO WOOD AS PER TABLE 2. SMS(0). SEE I I FROMEND. SHEET2.ALLW000BUCKSLESS TABLES 2&3. DLL THAN 1-ln' THICK ARE TO SE SHEET2 CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OP ZONAL IF USE EITHER UNIT IS INSTALLED DIRECTLY TO IATcH(SHOWN) SUBSTRATE. WOOD BUCKS OR BOTTOM DEPICTEDASVARE1-VCTO LOCK (SHEET 3). OR GREATER IX AND 2X BUCKS (WHEN USED) SWILL BE DESIGNED TESTED UNIT TO PROPERLY TRANSFER LOADS a FLANGE REMOVED LOCATION: 6: TO THE STRUCTURE WOOD BUCK FROM SASH END. DESIGN AND INSTALLATION IS THE IN-FRESPONSIBI�OFTHEENIELD III tNTEGRALFIN OR AGINEER ARCHITECT OF RECORDFRAME SHOWN 3) WSIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR INSTALLATION (ALSOREFERREDTOASDAYLIGHT OPT[ ON7 V OPTION PRODUCT RBv OPENING) IS MEASURED FROM ANCHORED THROUGH FRAME INTO BEADINGTOBEADING. ANCHORED THROUGH Duil3mg Co4e III III INTEGRAL FIN INTO METAL METAL (INTEGRAL FINIFLANGE REMOVED) ReWahr. Eo Dawl `s•�'t`pN� ei1eF•lf '�( NO CHANGES THIS SHEET. Mow o4elio VISIBLE LIGHT FORMULAS _ 'P _ * : No. 58705 'E @SASH:BUCKWIDTH-6ln- @RXEOUTE:BUCKWDTH-4.3M' �, 10roTEKYNOLOOY ORNE J-CHANNEL& INTEGRAL FIN FRAMES J %pO •'. 6ATE0 I�:'(O�: N. VENICE FL342Ts nu.: HEIGHT(EOUAL11TE1 ��NC`''•.!'IORIDP :' ��� (S41y4�1600 9UCKHEIGHTQ-3.1Y18' '��ss(ONAL ENC?II �vgmvem11 SINGLE HUNG WINDOW INSTALLATION - NI ' /T11I1111111111 tc151 gxc Smfen/No Sw4 9�eeL Ominv Mo. A LYNN MLLLER PE--��-...-.. �.....e SH-54100 NTS 40F 12 MD-SH 05/15/15 +{ Y4'NOM r — +{ 34'NOM. 3l4'NOM 3/4-NOM. r— 1/8" A_ GLASS 1/6" T GLASS 3/16" A GLASS 3/16" T GLASS 1/2" AIR SPACE 1/2" AIR SPACE 3/8-AIRSPACE— 3/8" AIR SPACE 1/8" A_ GLASS 1/8' T GLASS 3/16" A GLASS 3/16• T GLASS < 3 X RIOR 1 E3 T RIOR41 < EDnRIOR < E] 1 31OR GLASS TYPE 1 TYP. GLAZING DETAIL OL NO NOTES: •A'=PNNEAIED T TEMPERED In' NOM.0U 3 6RET . GLASS TYPE GLASS TYPE 3 * No.58705 t*, GLASS TYPE 4 PROOUO MVIMD a�gr+�wmWeFbWs lama ncuPiwm n4l •0MD.0(e 6 ve�ion Ode Z�� Mvbn: NO CHANGES THIS SHEET. gy 1MMWNOLOOYDR GLAZING DETAILS J ROSOWSKI N. VENICE, PSWn IBt1�40618W SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 LRR'NRNIO]411 K SmNa/YaJvt xeb: S 5 'MD Na RX OFF SH-5400 NTS 5 OF 12 MD-SH5400-01 B CERT.OFAUMeYp488 oo.Tv.. N.MN b x env.ewn assAbnbwui grppFlYv IYyBewn e.vn waT Ibp AN DxWn Pnnunlmvnl<I VMea�Bwaxem In m m 3t w m sswi Ile Earx n..a WD .av nmo Wo +na «v nmo Wo .+mo m.mAamm. t-+Awo Wo -+mo qua Wa WA .me ma mro Wa AM. m Enrx nno-u.e+e Wo .rA nxio -mao •ex mo eremwva nan-was wee nn0 WA nma .m.o .axis .ex -rno Wo nmA we.a Wo -1mo ran r-ma wan � -+n0 nxia Wo -lmo Wo .nA NFNY/ m.amav+ WA non .un .ma o nxi o Wo m wm nan-m!r Wo •mo WD nxia n]u +mY -+ma euaavww Ivn-ndm W➢ nxio nxio WD I.. weo .1.Wo .+m Wa nu3 .mo aiwa.i n-Ivm Wo -+m Wo .mo Wd nno Wo nmo Wo -nx nma waA Wa nnn -+me na.o nao Wo ma max r.nam •mn nmo •ma Wo nmo Wo nm.0 -Ilea •m.o wwNo3um mmr-m.eu nmo o nmo We Wo Wo -1Im Wa ma eyax men-mem � nm➢ W -ro.o Wo Imo wee mo .mo nmo Wo nme WA mB n.wr.maw WA m wan .mo .am nmo .aeo nxio Wo nm .mA sou .su aB cumaam wen.nnm WA ma Wo .Imo W.o nmD WB nm.o •m6 awn W➢ .nv •ua «t Ba.� I+m-lw�e Wo nmD We .uno Wo -ma Wa am W0. +nn WD -nM •ua aov ta.l mam-well WD nma .mn nm.e WD m3 Wa Im+ Wo aw➢ WA mo WA mo avaawu man•nam Wo nmo .m nno Wo nm Wn �m Wo ima W.a +uB wm ml corm• man-na�v Wo Imo .me mo Wo nn.o W.a nma •mo +mA Wa nue Wa as r mmxvemw nan-m Wo nmA •m .ma Wo mo .2 Inc .ex �m Wn nmv .mo ma umxew w ma Wa .nmo W5 amB Wa .mn Wo nm. wx av nsv-�. eye wWao mac •me +xi0 Wo .ma Ina .ma +:➢ we.o -bx �v smal alatr-line Wo nmo .ma -roo Wo .+ma .m axio mu inn .m -nee g nw vm.n.Bn Wo nma Wa W ➢ mD W.o 2 Bwumw sell-nma Wo nxio .mA nme o -+mn -mo Wo nma .mA wa .sell c � rt ra.l�n. men.me+e WWno i� •mA mo .mo -fall .eaB mo .mo nwA weA 1ou o.mw aun-ame Wa 1nA .m.o n WB 'ILY Wo �100 WA � Bnlm euwmvwr. t.mD+e Wo nma nmo Wo Wo nB Wo ma nevo wn m+ is Wo mn Wo Wo -1mo wWi.o -1m< aan 3 o3lmiex 2]n-ndla w1a nm➢ nme Wo Wa Wn ml arw b.m-mw Wa .+mD wv .roA ®.D -w: .mA -I%.e .eaA nur wao In+az .eeA ran man.aa« Wo inn Wo -wee .m.o mr Wn my «aA .ma wv mt WA m.imewuy man.meu .m.B �ImO WA nxio .mB nme WA I. eBB "IM .mo ms epWa man -elan Wo -+mP MBa ro.o w.o amn Wa -mo M1Y nue WA AS •6a w.mmv v-mele <ea WA -mB .eaa w W. am w a.mmm. man -male wea Ile Wa -mi Wa Wa nuB nm+ WD au Wo %.mam r.mm t<dn-trdb Wo ima .m. nu •mo ml .ue m.l m.v WD Wa Oaxlyy •eaa -ImA -1013 dlr Ne -tBa •<aA 'eaA Ym BU IA%I-NA1e W.a 7➢m •m0 •ma NO 6a We dee W➢ il< •mA iY< 61vx1 WB -I11.1 •LBa -]al ial .TO WA -laD W➢ .tad Wa -'• WD W Cu6n Flu W11.male Wo Ym WD -IN] w5.a nm• •mD -I mB Wo «ed N.B m➢ tJY EyWY -ndn nmo W➢ •mA +ma Nf➢ dla WD le OlmnePF aten-m91e Mea -ImD -110.0 •mD •n0 tl] •m0 -'nA uapgpY� +r.md10. WB .Ima .Im6 i]l m0 Yl WB dL WA AV We Ww;y<Iw mnlr-aBdl0. •mA -T.r •ma NAa •m.0 mdlB-male WO Wa Wa •ma -T.+ Wa i13 N U a K{a ifs Eprlb nan-<IfM •mo nm➢ WB nm-0 -0E0. •m➢ Y.] B <Id WB .Td %.weDx avn.mia Wa n31 .esn was Wo .ma .mo al.l ewawFw... s-maie WA mt.+ •Bv an .Bea aen WA Wo •uo mn r6+ w0.a -In.l W.0 weD ]e➢ i0➢ SEE TMUi 7, SHtt I U nln Nbcnvrt unuur <wu wrv'u a +. •• MIN. SASH HEIGHT= WINDOW BUCK HEIGHT-S0.130 NOTES: 1)USETHISTABIE FORALL WINDOWSINSTAI FDTHROUGHTHEFRAME ORINTEGRALFIN. 2) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE. 3) FOR SIMS NOT SHOWN, ROUND UPTOTHENE AVAILABLEWDTHOR HEIGHT DIMENSION SHOWN ON THETABLE. JAMB SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMENT & GLASS TYPES 2.4 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES& CONFIGURATIONS) NO CHANGES THIS SHEET. Br Miami aC➢flv .-P i *: No. 58705 W1D10TE"OIDGYDRME Aoa O. Onxrtatlw DESIGN PRESSURE TABLE J N. VENICE. FL WUS A SINGLE HUNG WINDOW INSTALLATION - Ni 105/15/15 1 NTS 1 7 OF 12 aups.. wn a.w RI Rvtmnnn o..�m=�mw• wwali*ma laaentsi t.n +wee Raw W on�wlRw.mPmm9 mem.Rawea a.+m X 9 ffi 4 5Yffi ae eDan naa .mo nm wm am euaaamw sera +wn .mo nm •na .+mo +a a ea.Ra uau-�eme .mo .no nm .m nmo wm -+me .m +.1 wamer,.w nm-Ilda •mo mm� +mo .mo am •m -+mo .m nmo won amo .m au awl-mm wao nm -m➢ .mn nm wm nmo +mo wu au .m nb m.�am na-awe .mA won -mo -+mo .an nmo .Ime au m+ wwe nbn.mmr •mo -me .m am .mo Ile+i-abfe ime -+me •m-0 -Im0 •m +] •a0 iel emn.+ nm-rule wo.e ama •mn -mo .m➢ -+mo ava .m .nA am+ -cull nm •m aA .mo ma waA alD n-abn nm .mn imo .ma +mo woo awo axi .mo uaAamm mn-agile .An -Im .m -mo •m➢ nm wao +a It .ale nma •m •xio .m➢ a�dn6W frbll. •m -imn •m nm0 •m nm •IOo Oa +lda K40 mm� ,m0 .+mA Mne iAe •m 1] .ua+e .env am .aa .xio m.l ru au �+ ilea-meN .m nmo wu nmo .ao +a au •m vamammw aan-aam wm •ma nm am .mo .xio au .rao ma EOpIb men -maw •m0 nma .me m0 .m0 -mn •ma -+m0 .a0 np sa n.en-man wno mm� nma4= •m aa+ wao N811.11810 •a0 .AA nm -Im0 •m w0D i0) fy 13e11.na10 •m0 -tmo -1m0 ,mo •mD Rl •m +I •m0 liA ma g elo"vl moan am .mn -m0 .aa +e .m av .m0 mi •m .m➢ g rae.l sxm.nme .ma amo .m av •ao m.a .mo •mo au woo -ru au ma ! ➢aw.Amm. aan-aav wm -1mo •m -mo o -mu .m •mo aaa wno a+l au {� eaAn aen-ae+e wan nmo .mo nmo mo nmo m nm .m➢ +b •mo +a wm +1 ww n-a 1 n� m .mo m + •m •m +a +v •ma m. uaa oa a I bn-mam •ma m0 ..it .me am .mo .Ima 1.+n .mo n il.l •RA ms _sm wave aen nea .en➢ .mo •em .m nmo •m +a +b won aaa .mo and wwau. men -lisle nma -ma .ao +l .m me +l woe .ma as wwal u]n-mm .eoD am •wn .mo ,me +a •m➢ au mo nee me T.1e+ ]will-elAm N10 nmA -11] •m➢ +1 •m0 m] eam➢mmw ion-mam woo •eon .xio nee +] ma aaet>d mev.i+aa nm m0 .m wte +1 ml .m Nr mA eam.eP1or men-mam .m .mD +.r arA .env au wno au •m sr l-aem .m wan wa •Aa au -ne wm ma mwwa +r.en-z➢a+a .m➢ .mo won •mo +e wwm wn-nal➢ wno as aaA ma .mo wno +a wm ava aaa non-unn .m➢ +1 aon +i .mo m.. mo 1 u �m .ia0 .no au .m 7m0 71 M.am wIct,lWDul wn-mm wno nma +l •xio aaa +> eosin aam +mo= Itto .m➢ •m 1 au wno m au ie Caw OP. abl -mdm MI. -Im0 +] 1. i10 ,m 1.. 1a4] •m➢ +i •mo +a m.n.➢w.•e. .mA .m au .iao aaa •m +0 wem mall- am au • o am .rao m0 au .m axe aaa-men woe +A •mo ma •me m.+ ma .mo mmI au .m au e�d -wan IMO+a -ne mi .m➢ aaa •m au .me me N rowan mn-aaa •mo +] n .mo aaa .m m.0.tlrmYv aloe. e0em •mo +l .m d+a +A m.o •mn m0 .m m0 w.m mu -aue .mo +.r •m +a .ao +D Iwm auItIa I me Iwon mA .mn mo SEE TABLE 8, SHEETS FORANCHOR GROUP AND OUANIITY. '• MN. SASH HEIGHT= W WDOW BUCKHEIGM-50.138 * No.58T05 NOTES: 1) USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME ORINTEGRALFIN. 2) FRAME DIMENSIONS ME SUCK. SASH HEIGHT IS AS PER THE FIGURE. 3) FOR SEES NOTSHOWN, ROUND UP TO THE NEKTAVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ONTHE TABLE. SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT & GLASS TYPES 14 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME WPES A CONFIGURATIONS) NO CHANGES THIS SHEET, PRODUOl REVISED magN•rewieiWe FhrMe nteMma / •�G3a.D6 een➢D OmA �7D BY Man' We AOdrtf 1ommaaaacYDRNE DESIGN PRESSURE TABLE J ROSOWSKI N. VENICE, FL 9e27S (G1/aBD•1800 Tl SINGLE HUNG WINDOW INSTALLATION - NI 05 05/15/15 SH-5400 I NITS 1 6 OF 12 o o 0 0 o 0 o 0 0 o 0 0 o o ®��vvvvvoovvvuuvv©vvvvvvvvvvvovuuvvuvoouuvvvvvvvvuvvvvvvovuvvvvu m�uvvovvouvvouvvuvvvoouvvovuoovuvvuouvvvuvvvvuvvvovuovvuvovuoovu v ��vvvvuvvvvuvuvvoovuoovouvvouvuuuvuuouvouvvvvoovovvvouuuovuvvvuvo �vvovuvvuvvvvuovuuuuovvuvvvvvvuuvuuvuvuuvoouuouvvouvuuuuuvuuvuou ®NEE=�voovvvvouvvuoovvvvvvvvuvouvovuvvuvvuvvuvvovuvvvvuvvovuvvvvvoovv lrl��uvuvovuovvvuvuuvvvvuuou000uuv000uuvouvvvvovvvvuvvovvvuvvvvuuvvv ��vvvoouvoovvvovouuuuvovovuvvuvvuvuuouvvoovuvouvuou0000uvuovvuovu ��ovouvvouvvvvvuvuvouovvuovvovvvuvuuvvvvuovuuuvvvvuvuvvvuvuuuvuou, v�vvouvvvvuuvuovuuouuuuvvvuvouvuovuvvovouvvvvuvouvvvvoououuvuuvvv ��ouvvvvvvvovuuvuvouvovv000voovvvvuvvvvvouovvvov000vvvovvvuvvN= ��vvvoovuvoovvovoovuuovuvvvvovvvuvvoovuouvvvvouoouovvvvvuvuvvouvu 0�uou �'Iln6:...1TYoou 000uo©moo uDODouuuo uuu uou 000uuu uu000©©u0uouuoouoou0©ouuuuo 00000u00000000©©000uo ©ouovo ©DODuuu©©©�uuuuu©DOD oo©©0©v©�oououu ��uuu nun uou nun vvoovu000HouuuuRSHURHR000uovuuuvuouuouuvoououuuuvuoi m�vvvuuvvvvvuuuovoovvvv vuovvou000u ovvv000vvvououovvvvvu000vvvvv 0�uuvoovvuuvouuuvvouovvuuovuououuvuuuuuuuuovuoovoouuuvovuuovvuuuv �v�uuvvuvvvvuvvuuuvovovovuvvuvovovvvoovvvuoouvvovv000uovuovovou000 �uvvvvvovoovvovvovvvvuvvovvv0000000uvoovovu00000uvvuovv000vvuovu ��..vvovvovvvovvvvvvvvvv©©vvvvvovuovvvvvuvuuvvvvv000u000vvovvvvvovu ��vvvvuvvv000vvvvovvvuvvvuvvvvvuuvvuvvvvuvvuvovv000uouvvvouovovuv ��ovvvuvuvuuouoovvuvvvvvvouv000000uuvvvvouuoovvvvuvvvvvovvvvouovv t��a000vvuvuvuuouvuuvvuuvvvovuuuvvvvuuvvvouuuuuuvvouuvuuvvvuuvvvuvv m�vvvvovvuuvvuvuuuvuuvvvoouvvvouvvuuuuvuvvuuvvvvvvuuuuuuvvuvuuuuv � vUSE vvouvuvoouvvvv000uveaououuvvuv000vuuouRovvvuouovvvouuuuvvuvuu ����uu000uuuuuouuDouuuu0vuuu©ouuuuuuouuuu00000uvvvuouvuvvvuvuuuvuvo 0�vvouoovvuuvu000uvouuvvvvovvvvuouvuvvoouuvvvvvoovuvu0000vuvvouoo u-�ouov t�vuovvou000vvuuvovuuu000uvoouvuuuvouvvvuvvoovovoovv00000000vuouo �uuvovouvuovuvovuvuuovvuvvoovvvvouuuuv0000uuuvv000vvvvuvvvuvonun vvvvvvovvovoovvvoovuvuvvvvvuvvuvvvovvvuvvvuuvvvvuov nun vuuvvouuvvvvuuvvuvuouvovuuuvvuuvuvvvvovvovvuvuvuvuvvvouu Una voovuoouu ovvvvvovuvoovvuvuuvouovovvuuvuvuvvuovvvuvouuvvvvuvvouuvuvouvuvvvu ®�vvuouuuuvuvvuvuovvuvvvvvvvuuvvoouuvvvvovv©uvvvoouvuvouuvuvvvvvu L�uoouua 0san�uvuouuouuvvuouuuovuuou000uovvvouvvv©ouvoouvvoovvvvovoovvvvuv vwv0000vovvvvovuvvvoovvvuuvvoouovvouvvvv----vvuuvouvvoovoovvvvouv m�v ��ovovvvovuvoovvouvvvvvvuvouvvuuv000uuouvuvvvvoovuoouvvv0000vuvvv v�vuvvuvvuuvvvvvuvvuvoovvoouvvvvvououvvuuvuvvvvvvuovuvvvvouvuuvvu �ugouvvvuvvuuouovvovvvovvvvvuuuuvvoouvuvu`oouuvv000vvovuouuvvvuvv �vovvovuuuovouvu00000vvuuvvuv000v0000000uovoovvvoouuvvvvuvvuvuuv ouvvvvoovoouvvovuvvvuvvuvvvuuuuu00000vvvvouovvvvvouuvuvvvuuvv 13 uou mu no vvuvvouovovuuovvov'-'-= v000uouvouoouvuvvvvvu �m�uvvuvoovvvvovvvuvvuvvvovvvovouuvuovuovvvvoouvvuuoouuvvvvuuuvvvv ��ovvvvv000voovouuvuuvuovuvvvoovvvoouvuuvvovuvovvuouuovuoouvvvvou m�vovovvov000voovov000uvvvuvvvovoouuovuvvvvvvoouoouvvoovvovvouovv u+��000uvovuvuovovuovuuvoovovoovouvvouvuoouovuvvoov000uvvuvvuouvvou mvvuovvouuou0000vvuusavov00000vvouuou000uovv0000voovvoouvvov000vv �Quuuouuvuuouuuououuuou vvuouv0000vouovvvvoovvvvoouovoouvuvvoovuu000uovoovuoouuu000000u uu0uuuuuuouuuuuvuuouu uuuoouuuuoouuuuuu©ouu ��vvvvoovvuvvovv000vvvovvovvvovvuvuuuuuuoovoouuoouuuuoououuuuuo0u ���vvvoovuovvovovvvovovvoovoovvovuvvuvouvvuvvuvvvv000vvvuuvovvvuvvu �mo�v000vouuuovouvvvouvuvovuvvovovo ovvvvvuovvvuuovvvuvovvvvovvuvvuouuouuvvvvvvovvvvuvuuvvuvvuvvu vvvovv vuvvvoovvv000uovvovovuuovv SEE TABLE S• BHF2T / run uwwn nnesun�a rvncn wino nua "MIN. SASH HEIGHT= WINDOW BUCK HEIGHT-50.136 NO CHANGES THIS SHEET. Me:Rntlwraa6gWpN 'NY2�MFM' Irotlhlbn REVISED NOTES: _ rj '..Y L •' No. 5W05 HIETHE ABOVE'ANCHOR GVANTRIES REOUIREO........_'TABLE FOR ANCHORS INSTALIED THROUGH THE FRAME. ]*: �tk Mxrlpllon: �^ BY: 2) USE THE ABOVE WAX, ANCHOR O.C.SPACING.......... TABLE FOR ANCHORS IN THROUGH THE INTEGPAL FIN. �P: -' J/��z TEQINOLOGVOWVE ANCHOR QUANTITY TABLE JROSOWSK( . V/� N.VENICE.FLUM 3) FRAME DIMENSIONS ARE BUCK. TRt'=MEETING RAIL. 'O'KI ALOq DN ��� (B11}IB0.1800 �0' 05 F ''••.......•'` mpvry�rt SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 4)FORSI2ESNOTSHOWN,ROUNO UPTOTHENEXTAVAILA WIDTHORHMGHTDIMENSIONSHOWNONTHETAAIE. isS/ �.C,G�` Tdlel�e>aI rirIONAL �I�` wr we s.H../u.e.E swr sn..E aY.aq xP. Rm &)REFER TO TABLES 2&3, SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. 0.LYNfJ IIAt'1 `P.E Ri. OF AURL W2B286 SH'5400 NITS 9OF 12 MD-SH5400-01 B PEY 50TB5 CE �B 0 OUR mo�ovoovoovvovvov00000vuov000000vovvovuouuuuoov000v00000000000000v �Ou000uuu0000uuv0000uu Ouuuuu0000000000uuouo Ou00000uuoouuouuoRoou m�ovuovoovvvu000vvuvuuuou0000uvvovvoovoovovoovoov00000vvovvvv vvvv wvovvovuvvvvvvvvuvvvovoouvovvuuuvHouovvvvvvvuovuuuvvvuvuuuvvuvu ��ou0000uuv00000vvu000000000vovvvvvvoovovv0000vvouuouuuuuouv oovou m�uvouu0000uuvvuuvovovvovoouoovuovvovvovvvuvuvouvuovuouvuuu000000 ® ��vuuuuovuvuuvvovuuvvuvvuvuvovvvvuvvvuuvvv©vvvvuuuuuvvvvvvuvuuvuv ��000vvovvuuvvvuvvoovvuvvovvovvvvlovvvvvvvvvvuuovvovvvvvuuoovovoov �o�vvuuuovuvuuvvvouuuvuuuvovvovuuvovuuuuvvvvvvvovvoovvuuvvovvvuuuv ��uuouuuoovovvovvovvovv00000000vouvovvoovvvvovoov00000vvvuvouvovv �� �vvuvuouuvvuuuovuvvvvvuuuvuuuvvvuvuuuuuvuuuvuouuvuuvvuuvuvvuuuuv ��wuuuuuvuv000vvvvuu000vvovuovuvvuvvuuuovvovvvovuuvvuuuuvuvuuuuuu ©�vvv000vuvovvvvvuuvoovuvouuovvvuouuvvvvvuvvuvovvvvuuuvv000000000 ��vvuvuvuovvuvuuuoovvuuvuuvvvvvvvuvuvvv�uuuvov0000uvouvvvvuvvvuuu �wuovvouvvouvuuu00000vuvovuuoovoovuvvo vuvvuvouuouuvovuuuvvvovvv v�ovovuuoouvuvvv0000uuvovovvovvvouvvvvvuvuvvvvovvovvvvuuuuvuuuu no 0v®ovoovuu000vv0000000vv00000000000vouvouuuuu0000000vvovvouvuvvoov ©�vuouvovvvuuuvuvvuuuvvuvovvvuvvuuuvvvvuvuuuuuouuvvvvvvvvuvvuvvuv �m2�vvvuuuvovvuvoouvvvuuvvovvuuvuvuuvoovvuvuuvvuuvuovvuuuuuu0000000 m�uvvuraoouvvvvvuvvuuu000vouuuuuuuuouoovvvvvuuvouvoovuuvvvvvvvvvvo ��uvuoouuuouuuuuuuououu uuuuouuuoouuouo©uou� 00000uouoouuuouuuuuuu *•gin avvvuuuuvvovvvvvuvvuvu000uvovvvvvvuuvuuvuvvvvovvuuvuuvvuvvvvvovv muu00000©u0000uuu00000 oouuu000u0000000uuuuo 0000000000uu000u000uu Ouuuuuuuuuuuuuuuuu0uu uuuuuuu000uuoouuuuouo m�vuoovovvvovvvuvvovvvvvuouuovvvovvvvvvuuuuov00000vvvovvvuvv vvvvv o�uuuvuuvouvuvvvvvuvuvvvoovvuvuuvuvvovoovovvvuuvuouvvvvvvovvouuuu ��uoovvouovuvvuuovovuuvovoovovvuuvvvuvuuuouvvvouvuuvvuuvvvvvuuuuu m�Eouuuv000vouvoovuvvuov ��uuouvoovvuuuvovuuuv000vovvvuuvuvuvuuuvvvvvuvovvvuuuvovovovuvvvu ��uuvuvouuuvvvuvuuuvuvuvvuuuvvvvuvvvvuvuvuuuuvovuuvvvuuvuvuuvvuvv ��ovv000vvvuuvovuuvvoovuuouuovoouvvovovvvvvvvvouuuuvvovvu000000vv mo�vvoovvvuvvvvvuvvvovoouvovv000000vovvvuvvvvvvouv000vovvovvoovuuv ��ouu000uu000uoouuuu000 uoOuuu000000000uouuuuuuuuuuuuuuoouuuuuuoou �u�uuoouuuuuuuvvuuovvoovuvouv000vvuvuvuuuvuuouvuuuvvvvvuuuuvuuuuuu �wvouuuvovuuuuuvvuu0000vouuouuuuovuuvvvvvvvuuovuuvvvuov0000vvuuv om�vvoovov0000vvvvov000uuu0000uvvuovovvvovvv00000vovvvvvvvuuvvvvvv •vvovvvvvvvvvvvvvvvvvvvvovvvvvvvvvovvvvvvvvvvouvouvvvvvvvuvuvvvv wvuvvvvvvvvvvvvvvvvvuvvvvvovvvvvvovvvvvovvvvvvavuvvuvvvvvv©vvvv �[�oDuuooOuuouDuuu000uuu uuu0000vvuuvovvovvovvouuuv000vouuuuuuuuuuu ��ovvuuuvvvovoouvvvvovuvvouvouuvouvouvvvvuvvvvovuovvvuvvvvuuvvuuv v�ovoou000vovuvvoouvvvvvvvvuovuuoovouvvuuovvvvoov000vvvvvuuvvvoov m�uouuuoovvvovvvuuuuvuvuu0000vvvuuvuu000vuovuv000000000vuovuvvuvv o�uuouuuuovuuuvoovuvvuvouououvvv0000vvvvvovvuuuuuvvvuuuuuuuu0000v �0®u000vovovuvvvvvvovvvvuvovvouovvvvvvuuvuuuvuvovuouvuvvvuovuvvvuv �m-=��••n��vuouuuuuuuuuvuuuouvuuuuuuuovuuuuuuuvvvvuuvuuouvouuuuuuuuuuuuuuu c-m�uuouuuvvvvuvovuuuuuvvvoouuovvvvuvuuuuuvoovouuvuvv0000uoovuvvvvv ��uoovuovvvovvvuvoovvvuuv00000uuvvvuv000vovvvuovuovuuovvouvvuvvvv v�ovouuvovvvvvouuvuvvvovuovvvvvoouvovvovvov00000voovvvvvoov00000v �mononn0000 o©ounoon000nnnon000©noono©onoon©onoonoon©on0000000un© ���vvou0000uvvuvavuuuvvoov000vovvvvvovvouvvvv000000vvuuvuvovv00000 see IP mglbneu orVn utmurvrkaaenco onto wu.o Iola �nn� ^ MIN. SASH HEIGHT= WINDOW BUCKHEIGHT- BD.136 NOTES: 1)USeWEABOVE•ANCNOROUANTR REDUIREO_.._-TABLEFORANCHORSNUT DTHROUGHTHEFRAME 2)USE THE ABOVE MCNOR O.C.SPACING........TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. 3) FRAME DIMENSIONS ARE BUCK T —MEETING RAIL 4)FOR Sl2 NOT SHOWN. ROUND UP TO THE NE AVAIIABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 5)REFER TO TABLES 2 S 3. SHEET FOR ANCHOR GROUP DESCRI TONS. tluulll GENNN�('r�ri Fu !/ D pS. ••.RGrsIDn.:'�2�.' NVENICE FL 91226 IBf1H6GT600 rrris�ONALIENG�� amll NLIWKN T1ERha NO CHANGES THIS SHEET. w.,AncnNac. BRum2rol "`4' ""°' -mhvn4Fln"lsabaon e'ope Dour F I ANCHOR QUANTITY TABLE I J ROSOWSKI I SINGLE HUNG WINDOW INSTALLATION - NI 105/15/15 1 SH-5400 I NTS 1 8 OF 12 &CM -3.50a .�{ . --I4�— °5z• I - 1A" 625. -t— 0 1315 O H�EAO/JMIBEL FRAME T T O HEADNEAM1+B E 1 I -rJ1ST5'�I FIANGE OO FRAM SIE LL .r� (D FRAME SILL 1.872• +''T {� 1.841' T I T --I rats t.s3o' .O6S o 0 1 .085' +jl�-jl l.3TS I 11 III-LL�I`� 1 eT4• +I 1a31• +I 1.0 If .035' 14 MF�INORAIL 18 SASH RAIL 1T B CE I+ .Dez• �4FIN E 1J>5' HEPDNPNB L ' 31flY �I z.4aa• 1 3.500' —.jam .Der 7 OEOUAL LEG FRA�frE HMIs 3AM' 2444' 1 ooQ1 z.aae• LEG OEQUAL FRAME SILL .GTa 060• T15• �{ 1.1w LIGHTSAS" 23 REINFORCEMENT OT0• jj��I � � 1.182• —�( III OTO• II77 I III` rJII 1.041'11 _ _I� 1 -1 1J31' F— Ll mot}J 13a —.i 1JIa ��— STANDARD 2B MEETING RAIL HU MEETING RAIL REINFORCEMENT REINFORCEMENT AM 1 2.1T8' .50 21D0a 4T1• .050• .OSa �. —f oTo• � 18 SCREW COVER 19 INTERLOCK 20 NTEFIWC OVER 21 UFTRAIL LIFT FAIL BNTERLOCK O2a INNIERLEOCK COVER .31a LPL BB4• 301• '1 .ma �{b�, � ��"�"'dry i ' . 4a: `wENSF'l� NO CHANGES THIS SHEET. D' Audaa - .035 .025• �~ - 6 TE q.GGTvfi°RIVE lbxrlAOen: EXTRUSIONS dam By J ROSO WSKI T3 IG BEAD OWRUDEO SCREEN FRPInE B1 ROLLED SCREEN FRAME ,. ��i�4/ WINDOW F ••.!k OR1OP SINGLE HUNG WINDOW INSTALLATION - NI 05/ 15/15 Nei WNr+rteR �FINTD 5m' SH- seals .sl B ALTO MIIj� P.E\ F.Es55TB5 cERr.oFALlrx.nazae 5400 SH-D-SH5400-01 NTS 100F12 MfAoD TABLE a WNT- Bill of Materiel all of Material, cant 0 Pang Description Material K Pon Description Mabdel 1 62011 Singe Hung Fame Head earn - JCharmel PVC 45 720197 Auto Lock Mechanism CSteel 2 620102 Single Hung Frame Head 8 Jambs - Flange PVC 46 72019889 Sweep Lack Cast 21nc 3 620103 Single Hung Frame Head 6 Jambs - Fin PVC 47 72019588 Auto Lock Corer Assembly Cost 21nc 4 620104 Single Hung Frame Head 8 Jambs - Equal Leg/Box PVC 48 76XIIODPTX R8 x 1-1/8" PR FH SDS (Auto and Sweep Look Be") SS 5 623105 S WDH Frame Sill -JChwnel PVC 49 7202DO Auto and Sweep lock Kasper Celt 21nc 6 U0106 S WDH Frame SIII - Flange PVC 60 78X14PPA g8 x 314' PH. PH SDS (Keeper Screw) SS 7 620101 SWDH Frame Sill - Flo PVC 61 42DIBI UR Beveled Tilt latch Comer Key PVC 8 U0108 SWDH Frame Sill - Equal Leg/Bax PVC 52 420182 UR Pull Rag Tin Latch Comer Kay PVC 14 620131 Feed Meeting Rail PVC 53 7634PHFL RB It a/4" Ph. FH BOB (Caner Key Screw) SS 16 620129 Sash Rail (Sides, Top S Bottom) PVC 64 420IN lit latch PVC 17 620134 Balance Cower PVC 65 420184 Tilt latch Retebm PVC 18 620133 flesh Stop✓Screw Coley PVC 66 7202D7 I-Tih Latch Spring SS 19 620156 Pull Rail Interlock fi005 T5 AI 57 420188 Pl utb L8 Latch Finger Put PVC 20 6201" Put Rail Interlock Cmer PVC 66 720192 Metal Tia Latch Finger Pull Cast Zine 21 620157 Bmeled Interlock BOGS TS At 69 420180 Phot Bar Comer Key PVC 22 620145 Beveled Interlock Coer PVC 60 720208 Phut Bar SS 23 620150 Light Sash Relnbmemem 6063 T6 AI 63 720191 Sash Put Handle Cut 21nc 28 620153 Standard Meeting Rail Relnbmemenl 6005 T5 AI 84 7201M Seah Pull Handlo With latch Assembly Cut Zlne 27 620154 HD Meetng Rail Remiumement 6005 T5 At 85 7S34FPT 98 x We Ph. FH SDS (Plat Handle Screw) SS 30 61644 Weathermnp..187' x .270' Fin Pile 88 420188 Batton Latch Strike Plate Cut 21nc 31 60300 Weamermrlp, .190' x .300' Foam Bulb Flex PVC 67 7858B R8 x 6M' Ph. FH SMS Strike Plate Scrwa 88 32 61719 Wealhership,.187-x .lW PolyPile 73 720136 I.G. Bud PVC 33 61825 Weatheratdp Plug,.220' Fusee) 74 1Backbedermg, GE 7700 or Dow 791 S6bare 35 78X1MTTT 88 x 1' Ph. PH SDS (Imerock Mounting Screw) 76 71646N SOIng Block (7/8' x P x 1/11'). 85 +1.5 dum. EPDM 36 78XTfRPX c8 x 3- Ph. PH SMS (Meetng Rail Screw) 41U SS 80 61012 Extruded Screen Frame Alum 37 71669SP Mating Rail Screw Support Plate E063 T6 AI 81 61011 Rd4Famed Screen Frame Alum a8 720210 Weep Hole Cover PVC 82 MKGM21 Screen Cana Key la EMm&d Freme PVC 40 72D)OOM Cacstam Force Balance 83 47042 Sceen Cana Kay with Put Ring PVC 41 #8 x S4' Ph. FH SMS (GOD. Farce Balance Screw) SS 84 47041 Screen Caner Key without Pull Ring PVC 42 Spiral Balance 85 7CASPM Tension Spring SS 43 7202115 Spire) Balance Shce Nybn 88 81818CA8 Sceon Cloth Fiberglass 44 78XI 14FPAX 48 x 1-1/4' Ph. FH SMS (Spiral Balance Se 410 8S 87 fi1836/81814 .140" Screen S Ire (Mechlee/Hand Rated) Vinyl Part$ Description Material 76 Kommerling 4SG TPS Spacer System 77 Quanex Super Spacer nXr with Hot Meg Butyl Sea this Sheet for 78 Quansx Dumseal Spacer Materials 78 Cardinal )(1- Edge Spacer I I:Kr "¢51 rcerum a:r LOnr, SYoe aeary NOTEB: 1) PVC BY ENERGI WINDOW AND DOOR PROFBES. LTD.,TO BE LABELED FORAAMA EXTRUDER CODE. 2)I MSaa-13,15,24,25,28.",34,3e,61,e2, a 6672ARE NOT USED AND ARE NOTPART OFTRISAPPROVAL. STRUCTURAL OLYISOBUTYLENE WITH DESICCANT EXT.GLASS—/ re KODISPACE 4SG TPS FOAM IXT. GLASS-, U —INT.GLASS is DURASEALO SPACER HOT -MELT BUM STRUCTURAL SILICONE M. FOAM 3116'NOM. WITH DESICCANT EXT. GLASS a INT. GLASS SUPER SPACER®NXT'"" i IT POLYISO- DESICCANT FILL AREA BUTYLENE b/16-NOM. SEAL SILICONE SEAL IOt1-FORMED 1LESS STEEL EXT.GLASS INT. GLASS XL EDGEIM " SPACER D REVISED aft s a,oplyim clan be FNMa 00'Ordr Aro-9laace Na 7%tlG3v.t)4 I I I l l r /, pv LY...4fl L10ENSF •• '' RX A,Kwwx NO CHANGES THIS SHEET, 'rmie+Dme ey Miunr Aodva NO. 68705 ;* arvwn 6w /�•' 107OTECHNOLOGYDRNE BILLF MATERIAL (BOM) J ROSOWSKI TE `xr: ' N. VENICE,R94T6 (eeNao+em _ 20...... �•2 SINGLE HUNG WINDOW INSTALLATION - NIwmxeu05/15/15 ANAL ENGv wry in. 6 Smk: 6krt• Na flan: SH 5400 NTS 11 OF 12 MD SH5400-tit B EA SamOERT.OFAUIM. RUNTS OPT. SWEEP LOCI( 4 q8 r OPT. AUTO LOOK �`•...... y I/ �' D 47 UUU 6] OR 58 46 51 O0. 52 i ' 0 45 4 1 i 55 OPT.PULLRAIL` q g 82 OR84 I,I�I IBt 18 COVECOWILOCKB R \/u1--/ - f 4 86 8] III IWIII` I MTEREDFRAMEYATH r 21 BEVELED INTERIOR ANDS ERIOR 16 ''p & COVER FRAME WEL0.S O `T3 X4 1B sa .fl\ 50 .,\ W OR B1 14 _. ��tC£ �• \� BMt' SCREEN %�0 4 OPT. PULL HANDLE ASSEMBLY �I fi4 wlm utT� DETAILS / 41 \ CONSTANTFORCE I'1�' \, i 64 16 @OR 83 \ BALANCE 66 OR on. PULL 42 43 SPIRALEA GE HANDLE 0 OR@ p G3 \\ 8 6] MITERED FRAME WITH SASH INTERIOR AND EXTERIOR j f �FRAMEWELAS 37 ASSEMBLY BE DETAILS _ f " EXTERIOR FUDVC REVISED � � / wcompYin&wiYIINF6gc 53 EMi�etnoDm FRAME LYNIV", ASSEMBLY \ \ qY} �CANSf•,�4�; - NO CHANGES THIS SHEET. m��eat DETAILS No. 58705 By: �� EXTERIOR %7J'•, I�;:• 10RITECHNOLOOYDRRR EXPLODED ASSEMBLY J ROSOWSKI 44]� N.VENICE. FL5495 NOTES: O TE F 4-, Rda. D4fe: 1)SOME NELFRPTIONSNOT SHOWN ON DRAWING FOR CLARITY. OR,F".-t �z I8°1 1800 SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 2)JO REINF FRAME ESNOWN,PARTSd TNLS ON SHEETS 6 TYPES APRY. ��SS�ONAL E?G� vrar °ID1ol]c saa 71 'MD ' Rm 6)FOR REMFORCEMENTTO S,SEE DETAILSONSHEETS. ALIYNLI"♦ILLFA,PE 4uw�RFSTAtm 400 NTS 120E12 MD-SH5400-01 B 4)USE ERNER SASH TOP LOCKS OR SASH BOTTOM LACKS. pE269T66 CEAT.OFAU]H. Y292B6 RECEIVED SCANNE MIAD APR 13 2018 MI•DADE gar MIAMI-DADE COUNTY o Ct Lucie County ST. Lucie County, Perrnw. CT CONTROL SECTION 805 SW 26 Sheet, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadasov/economy PGT Industries, Inc. 1070 Technology Drive, C North Venice, Fl. 34275 SCOPEUE � PY This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHD (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. 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 County Product 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. MIAMIDADE COUNTY NOA No. 17-0420.07 Ella= z1,4, of I 1 Expiration Date: April 21,2021 ` 9 Approval Date: September 28, 2017 Page 1 PGT Industries. Inc. 1 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 tbru A-5), dated 11/19/10, signed and sealed by Jorge A. Canso, P. E. (Submitted under NOA No. 11-010 7.09) 2. Additional test report No. 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. 11-0107.04) 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 Idalmis Ortega, P. E. (Submitted tinder NOA No. 15-1210.01) 4. Additional test report No. FTL 8546 issued by Fenestration Testing Lab, Inc., dated 11106115, revised on 01/04/16 and 02/11/16, signed and sealed by Idalmis Ortega, P. E. (Submitted tender 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 under NOA No. I S-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 by Anthony L. Miller, P.E. (Submitted tinder NOA No.15-1210.02) Jorge K Plasencia, P.E. Pro uct Control Unit Supervisor NOA No. 17-0420.07 Expiration Date: Apr!121, 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 09115116, expiring on 02/04/21. $. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 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, ASTMD1929 and ASTMD-635, issued by EXOVA to Vision Extrusion for cellulosic composite material. (Submitted under NOA No.11-01OZ 04) F. STATEMENTS 1. Statement letter of conformance with FBC-5th Edition (2014) and FBC-6'h Edition (2017), issued by manufacturer, dated 08114/17, 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. PFdduct Control Unit Supervisor NOA No. 17-0420.07 Expiration Date: April 21, 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. 8, POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATERTEST PRESSURE AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 3) ANCHORAGE: THE 334/3%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. 6) INSTALLATION SCREWS 8 FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES (NOAS): ELCO ULTRACON, CRETEFLEX 8 AGGREGATOR ANCHOR NONE, ENERGI FENESTRATION SOLUTIONS USA. INC. OR VISION EXTRUSION, LTD. WHITE RIGID PVC NOA, VE 1000 TAN 202 AND LIGHTER SHADES (NON -WHITE) RIGID PVC NOA AND BROWN COATED (PAINTED OR LAMINATED) WHITE RIGID PVC NOA REFERENCES REST REPORTS): FTL-M7, 6338, 664M649, 8652, 8717. 888E 8 8970; EXOVA-1G4D2-792(A) 810-0OB-10231; CAMBRIDGE 6357S3-0e; 7) THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). THE RIGID WHITE, BROWN S TAN PVC MANUFACTURED BY ENERGI FENESTRATION SOLUTIONS USA, INC. OR VISION EXTRUSION, LTD. HAS BEEN TESTED TO COMPLY WITH THE FSC 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 5470 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 470 SERIES. ANCHOR NOTES: 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. 3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1.1 M' THICK. PROPERLY SECURED, IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2X ARE 14/2• THICK OR GREATER 1XAND ZX 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 8 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, NONSHRINK, NON-METALUC GROUT, MAX 1/4' THICK S 3400 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: 4mlry Andre, supbam I..UemGr MIn. Of'. mr.na. MIn aam.m Rb• A 011, •me18M8 p9 or atOSS.SN6 (Mn.11 evev4eM) •(8G• 4 F-!UoX wiff, 1-MS• mvn, BSTb' AIM.- Nciumv) weASMamb wr lir e ' sMe,A]e• ASP mot Wkn•ea wedbSVAmb U. LL000' e• 9b071-H. AGn81• Mno knee wad911Vbmb La' OAtf' 40.. ek 3v De. WEMO Maeeon RT. P.LS sm 0.-0.5 amk P 1d-, 1' 1dT GTEka N06.6.GaMFlav P.7.8oM .A. Gb.55 we BIIVamk 1` PMak 1• 11 B Y1; Wai vpotl •ueMp9) P.T."0,55 PM emborno .9.m oa1 Ib911Vam8 8114' 1 r e� v e 14•51ea Wmean CanenM Mn.—TNI28]Y FAaek 1• 14Y8• .vr n2mNa4 GA w DSD M "orb 1. 1' 1• Pd. 1.1-va• e 1/4•Mao4108.8.GWaFlak O1D80 "m a -t • Paoo 14 1-W' C Cawele Mn.00,ato weN9WVVamb PdeoX We- a 1.11H' 14M• va•ara fsa s.a Ae0m4eim Cm¢nia min. 222ks aN9BV T➢ 1-0 t3�B' PBak Mw 141. gamesW iM C90 amk 2- I.IW P#,ae 2• 1• e P.T. BaMam flm 3O 11.9 wWSluanb 1• 14L8- 5- D v+`EaaDemwn Calm•t• m1r.245k•I amlY 24IY t-MD' Pd•ak 2-1W N/V Ut otaa CMU, 91MG Aft 24 -1w n 2A ' 1.16- tA'Elaoalo S.S. CnNRu Cancnla mH.3M WE w•N88vanE ?w 1d PMok 2W l4s. WMWea CMU, Gd0 JmM 2,1f lAN` a. 2-lrz' 1-1N' IMPACT RATING NOT RATED FOR MISSILE IMPACT RESISTANCE DESIGN PRESSURE RATING SEE TABLES 1, 2 8 B7, B2 ON SHEETS 7 '6 N07ES............. TABLES........ 7-8 10 DETAILS ........ _.. 10 IR LOCA71ONS....... 11-16 TYPES .............. .... 17 SIGNS ................... . 18 SORES ..................I MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO I PIVvI1�� 'Ith no Florida MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA m"IldinS G� NOA-No. 17.042D.07 BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. E•pieallPn Dnea 04/21/2021 'UNGROUTED CMU' VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. SUBSTRATE IS WOOD,300 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, CODWISTANDARDSLEED: GRAS APPROVED BY THEAUTHORITY HAVING JURISDICTION. 1•M17 FLORIDA BUILDING CODE (FBC). all EDITION INSTRUCTIONS: 1) KNOWING THE REQUIRED DESIGN PRESSURE OFTHE OPENING, THE ANCHOR REQUIREMENTS FOR THE SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2, 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 AND/OR HEIGHT. 3) CHOOSE WHICHANCHOR GROUP (A-D) 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 2N VERIFY THAT THE OPENINGS 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. •2014 FLORIDA BUILDING CODE(FBC, 6TH EDITION •ANSI/AFBPA NDS-2M6FORL, GaNBmUCTIDN •AISI6 NUM DESIGN MANUAL,ADM-Ttltb •A1618100. •AISC300.10 Mst.dd Fa2oka141D&. 10MIEle0A09roGvlaO Bo k91Elco MOeCalrO MFyNn.in. T7 kXl410 SS E. CMaFlex0 0.7 ME0&4T6AII%4na% 2MIAN 61.1 8MI01. 318 81u0 6 1 0VINYL SLIDING GLASS DOOR NOA (NI) JAI 10/06/15 pi GENERAL NOTES dt JROSOWSKI ,Q UPDATED TO FBC 2017, VINYL MFG, �g 04/06/17 NTS 191 1 OF 21 MM MD-6470.0 Nm 80706 MAX.UNITWIDTH NOM. PANEL WIDTH PER TABLES 1 & 2 MARL HEIGHT & PER TABLES 1 82 I� MAX. UNIT WIDTH NOM, PANEL WIDTH MAX UNIT Q HEIGHT PER TABLES 1 & 2 MAX. UNIT WIDTH ---�I NOM. PAN PER TAB MAX HE] PERTA NOM. PAN PERTAE MA) HE PER TAI 5-PANEL CONFIGURATIONS © NOM. PANEL WIDTH Y� PER TABLES I & 2 r1 j MAX. UNIT HEIGHT lY PER TABLES 182 Tnaa* I� f NOM. PAP PER TAI MA) HE PER TAI MAX. UNIT WIDTH —1 MAX. UNIT WIDTH --� I I NOM.PAN PERMAX TAB 13 I� HE HE P aurn.IN TABL �rJ 4-PANEL CONFIGURATIONS NOM. PANEL WIDTH PER TAB 1 A MAX I` HE I PERTA J 6-PANEL CONFIGURATIONS MAX. UNIT WIDTH v MAX. UNIT WIDTH NOM. PANEL WIDTh PER TABLES i 83 I MAX. UNIT € HEIGHT a PER I" TABLES 1 & IN J 6uiimnPIwith i e Rodtla . CeENT. N.A-No. 17-0420.07 ExPlmp"n .Tm 04M7/2O21 7-PANEL CONFIGURATIONS ® CONFIGURATIONS NOTES: 'X'=OPERABLE PANEL 8-PANEL CON FIGURATIONS DLO WIDTH =NOM. PANEL WIDTH -"16" ij ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB INOPERABLE PANEL "0°p°'POCKET NOM. PANEL WIDTH WIDTH OLD HEIGHT HEIGHT-11.1/16' LEV LOCATIONS. EXAMPLE: 4-PANEL X)00(IN POCKET(p) CONFIGURATION CAN BE p)XXXp, pX)00( OR XXXXp. O)XX IN ...........N�4f '�. POCKET CONFIGURATION CAN BE OXXXp. PANEL HEIGHT =DOOR HEIGHT -2.1/2" Q;•' •.(� 2)90'8135- CORNER CONFIGURATIONS AREACOMBINATION OFANY2 STRAIGHTCONFIGURATIONS. II�IJLN\\�J^'�I pL�LIII VINYL SLIDING GLASS DOOR NOA (NI) 10/05115 *.: Na. 58708 3) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND EXAMPLE CONFIGURATIONS �. J ROSOWSKI =A ; REVIEWED BY THE AUTHORITY HAVING JURISDICTION. UB . 8:'•� DETAIL LETTER corrNiTuiBuw?s T�es�wm zNc. NO CHANGES THIS SHEET. 04/05/17 6 ��••• f(ORIOP,.•' ��` ss •......... G� .` +4)FOR NOM. PANEL WIDTH, BEETABLES182, 1070TECHNOLOGY R 6)MAX. ALLOWABLE FRAME SQUARE FOOTAGE = 472.658 FP )—SHEETNUMBER N.V NIICE,FL 4275 (941)-480-1600 SGD•5470FAPITS 2OF21 8$ MD-5470.0 �� A ALYNNM1.lf((P,E ce r orA m.M P. a8ma DETAIL Al reRu tXnnOD DETAIL B1 AsrlueaL DETAIL C1 DETAIL D1 METALTYP., SEE ANCHOR NOTE 4, SHEET 1; MIN. OF wrO MASONRY FACIND IJR. IxrERLocR INTOMETAL THREADS BEYOND THE CONCRETE/CMU PER METAL SUBSTRATE NCHOR REQUIREMENT -------- FRAMEWIDTH 114'MAX - I HEONRIa1F000R / EIDMTI9 OVER ea•f ct to TYP. ANCHOR TYPE, EMBEDMENT ANO ,�j '��'t: ;:• w MAXaB•O.G Bt / f1 EDGE EDGE DISTANCE PER DISTANCE SUBSTRATE. SEE w 71 q TABLE A. SHEET 1 & NOTE 3, BELOW. DAYLIGHT OPENING ° WIDTH EMBEDMENT EDGE 71 j1X OR 2X WOOD ° / BUCKSTRIP, SEE ANCHOR / NOTE 3, SHEET 1 PLATE AT ) / EVERY / ANCHOR LOCATION 4 i DETAIL A2 2X WOOD BUCKSTRIP OR F INroax D FRAMING, SEE ANCHOR '8 NOTE 3,SHEETI � EDGE SEENOfEB,`r "i�OJWIJ Zy/ va•MAx�+UBNDMI0 THIS SHEET I I B7 TEEB �TFE�°,(/�EMBEDMENT SUNOTEe,THISSHOTM L_____J`#B X SW SMS REINFORCEMENT SCREW; 7HRTYPE,%PER STILE, LOCATED AT CENTERLINEAND B°,ENT AND HORIZONTAL SECTION(XXXSHOWN) 0'&12"FROMENDS(FACTORYINSTALLED). EDGE DISTANCEPER DETAIL D2 DETAIL 62 SUBSTRATE, SEE DETAILC2 �^'` IW TABLET, 3, BELOW InrFnl.00H INro MasoNRr � asrRACAL NOTE 3, BELOW FACPq IM. DAYLIGHT st REQWRED IF DOOR EMBEDMENT ` nFIOHTL50VERBB• � r-4----- �, OPENING Imo— 114•' --I1 IMEI PRODUCT REVISED WIDTH at EDGE I as c*mp1Yoeawith tHa Marl& p t DISTANCE SON OTE O,THISSHEET T NOA-No. 17.0420.07 RB 21 3B 39 'all EapIm0on Data 04/21/2021 TYP. ANCHOR TYPE,It, r EMBEDMENTANDmlam ro Conffaf % p r EDGE DISTANCE PER SUBSTRATE, SEE TABLE A. SHEET :® d r5 •1 1&NOTE 3, BELOW IFxFwOR =E BHEEFiB I I� PANEL WIDTH L __ _ J CONCRETEICMU PER ASTRAGAL MAY BE HORIZONTAL SECTION (XO SHOWN) ANCHOR REQUIREMENT INSTALLED IN EITHER FIXED PANEL CLIP B INTERIOR OR J91 ep7 NOTES ANCHORS, SEE EXTERIORDIRECTION. ��`�pN�.Y.NN,h��., 1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. REwroRCUnFvrtrBES(SEE NOTE a. THE SHEETI DETAIL SHEET IO ALL PARTS IDENTICAL. '�:•LetENyF •.0 �' 2) REFER TOANCHOR NOTES, SHEET I. 3) SEEFORALL LOCr810f& N0. 6s705 ANCHOR R EET 13 QUANTITIES, SEE TABLES RLES 1&2. BSPACING, FOR ASTItA(iALB. RaEO =* ANCHOR QUANTITIES, R PLATE, ITEM #. NTAL No � @ VINYL SLIDING GLASS POOR N SECT. OSOW KI _ , � : * FRAME CONTINUOUS LOCATIONS. E, REM HB, IS REQUIRED AT ALL HORDONTALRABS INSTALLATION, HORIZONTAL XSECT.6 JROSOWSKI `�Q1 FRAME ANCHOR LOCATIONS. 6) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD -ON. FOR mxwmtoml7Fmwws�slxc NO CHANGES THIS SHEET. �� 04/O6l17 &)SEE TABLES I& 2 FOR REINFORCEMENT REQUIREMENTS. ALL (NTERLOOK9 R1 AURIOHre BE°EN'0 g REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF ONLY O 1070TECHNOLOGYDR aS �g 'r777�NALtE,eLA THE EXTRUSION. REFER TO TEST REPORTS FOR EXALT DIMENSIONS. ` N. VENICE, FL 34275 q 7) SEE SHEET 20 FOR SCREEN DETAILS. srANOARo xO (041}480-1600 SG0.54701 NTS I 30F21 a4 MD-5470.0 IA91 A ALYNNNMLERR,PE — 114• MAX. EMBEDMENT CONCRETETCMU PERANCHOR REQUIREMENT 1., . ANCHOR PLATE AT EVERY ANCHOR LOCATION DAYLIGHT OPENING HEIGHT TYP. ANCHOR TIDE, EMBEDMENT DETAIL E2 AND EDGE DISTANCE PER INrovroo0 SUBSTRATE, SEE TABLE A SHEET 1& NOTE 3, THIS SHEET 2X WOOD BUCKSTRIP OR TyP ANCHOR TYPE, EMBEDMENT FRAMING, SEEANCHOR AND EDGE DISTANCE PER EDGE NOTE 3, SHE' I SUBSTRATE, SEE TABLEA SHEET DISTANCE EDGE I& NOTE 3, THIS SHEET DISTANCE f 'I DI �. EMBED- MENT f ,_•'. 114° MAX. IXOR2XV SHEET FOR Locrcsrass. A9TRAGU FIXED SD Fb AND HOBQONTAI RNIs FRAME 9EE HEIGHT NOTE s. TM96NEEf La ExIEF M E%IEMOfl " a a, D xs 1/4' MAX I ss GROUTAS 9 NEEDED, SEE ss w ANCHOR NOTE 2 Ix 5, SHEET 1 ° 1/4° MA%.l EMBED- - EMBEDMENT MENT • '., .'. TYP. ANCHOR TYPE, EDGE DISTANCE EMBEDMENTAND 2X WOOD BI DETAIL E3 INTO MASONRY CONCRETEICMU PER EMBEDMENT DETAIL E4 Iwo MEFAL DADE MULLION,COMPLIANT ALUMINUIWSTEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL, SEE SUBSTRATE PROPERTIES, ZEDGEDISTANCE TABLE A SHEET 1 EMBEDMENT I 0H \ 1I L-1/4°MAX. ���� �I�� Q, [d 0 L 1"4'MAX U /ICI /TYP. l°J ICI IIII (ANCHOR �1/4"MAX. LTTYP.ANNCHORTYPE. EMBEDMENTAND LJ TYPE, EMBEDMENT AND s EDGE DISTANCE PER SUBSTRATE, SEE EDGE DISTANCE PER SUBSTRATE, SEE TABLE A SHEET 1 & NOTE 3, THIS SHEET TABLE A, SHEET 1 & NOTE 3, THIS SHEET NOTES 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. 2) REFER TO ANCHOR NOTES, SHEET 1. 3) SEE SHEETS II& 12 FOR ANCHOR LOCATION &BRACING, OLO WIDTH=NOM. PANEL WIDTH-8-8/i6' WIDHT=OOORHEIL WIDTH #8 X 3/4' SMS REINFORCEMENT -8-9/ FOR ANCHOR QUANTITIES, SEE TABLES I&2. DLO 116* HEIGIGHT=DR HEIGGHT-2-1/2° SCREW; 3 PER RAIL, LOCATED AT 4) CONTINUOUS ANCHOR PLATE, ITEM #B, IS REOUIRED AT PLO CENTERLINE AND 9' FROM ENDS ALL FRAME ANCHOR LOCATIONS. (FACTORY INSTALLED) 5) SEE SHEET 20 FOR SCREEN DETAILS. 6) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL 1EIGHT SILL RISER LENGTH OF THE EXTRUSION. REFER TO TEST REPORTS FOR PRODUCT REVISED , EXACT DIMENSIONS. emply� gwIw uo.. 2-1/2"-TOTAL SILL HEIGHT AND EDGE DISTANCE FRAMING, SEE ANCHOR EDGE DISTANCE CONCRETETCMU PERANCHOR REQUIREMENT PER SUBSTRATE, DETAIL F1 SEETABLEA Iwo �0� SHEET I & NOTE 3, THIS SHEET NOTE3,SHEETI DETAIL F2 I= WWD PERSUBSTRATE, SEE TABLE A. SHEET 1 &NOTE 3, THIS SHEET maNMNo. 9 o e 17-0420.07 NO .390 BY ,390- F Minm-Do ropc on' .390 .080 } �II—.390 2.370 —7 1.7834 2.947 41 'LV8—2.887 48 1.97 .08.OBO .060 �f SILL RISER SILL RISER SILL RISER SILL RISER ��� As Q .�SOONoeHyN'hQ SILLHTO7AL SILL EIGHT) SILH HEIGHT) SILL EIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) Jp�: P'•;I 141 VINYL SLIDING GLASS DOOR NOA (NI) 10/05/16 p INSTALLATION, VERTICAL X•SECT. &&JROSOWSKI ��:�sr �0'�'.• M.T.. NO CHANGES THIS SHEET. A$ 04/05/17 %:cd`S �.OR.�',_°(,N NTS MI 40F21 1191 MD-5470.0 IJ$IA I I ALYIM MILLFA,P.E PE8E9A° MMOR 4 MERlm iR FMERIOq \ 135' DETAIL G1 $�, tss• C? INSIDE COMffR tss• OUTSIDE CORNER 4 MFJUM ESE SID I 1 80° *" mllm ICI y._ NOTES 1) DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. 2) SEE SHEETS 14 MS FOR ANCHOR LOCATIONS SPACING, FOR ANCHOR FXI�E'IRIOR V NOA- ;. 17-0420.07 eapvauea Dale 04121/2021 QUANTITIES, SEE TABLES 18.2. 3)CORNERDEPENDINASTRAGAIL MAYEITHERTO THE INTERIOR OR EXTERIOR. AAA11' Y'.,;'.. ON CONFIGURATION. ;�N0'QAYLYN4 VINYL SLIDING GLASS DOOR NOA(NI) 9 10105/1b *! Na 58705 ^ CORNER ASTRAGAL HORR XSECT. 1. JROSOWSKI Ea[ wRrw w.`�al'Is Eusnars, a,c. NO CHANGES THIS SHEET. 149104105117 '��FS+S• Og1oP,: 1070 TECHNOLOGY DR ' IEC N. VENICE. FL 34275 (041}480.1000 - . A.LMNMUMj PSIM706 .Of AVRI.ff/� 11 OPTIONAL NON- NON - IL DETA11 DETAIL RlIFAIDF INTERIOR POCKETS MUST THIS SHiEET may' INCLUDE A NONSTRUCTURAL,m FRAME JAMB TO REDUCE THE POSSIBIUTYOFWATER 21 d INFILTRATION. 1W MAX 1B POCKET BY OTHERS, SEE NOTE 6 BELOW. . EMBE15:' .. .. eIDu¢ MEI.ID;" :. TYP.ANCHORTYPE EMBEDMENT FMDiIQqEDGE ISTANCE AND EDGE DPER L DISTANCE SUBSTRATE, SEE TABLE A. SHEET 1 & NOTE 3, BELOW INTERIOR POCKET METAL TYP., SEE ANCHOR NOTE 4, SHEET 1; ANCHOR LENGTH TO BE A MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE DETAIL 13 IMO METAL EMBEDMENT 1W FXiEnRIDF V DETAIL 12 uvrDM OMY TYP. ANCHORTYPE, EMBEDMENT EDGE _ DISTANCE.." AND EDGE DISTANCE PER SUBSTRATE, SEE TABLEA, SHEET I & NOTE 3, BELOW a ._ EMBEDMENT `'-OPT. 45 ANCHOR CONCRETFICMU T —PERANCHOR REQUIREMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW - ANCHOR I EMBEDM PT. E 114" T MAX. 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 1 & 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. EXTERIOR POCKET EDGE DISTANCE k= 'V I .BMW V EXTERIOR POCKET CONCRETE/CMU LESS WOOD BUCKSTRIP OR I PRODUCT REVISED II AMING, SEE ANCHOR asIcompCaeewith the Fiends ITE3,SHEETI No4.R.. 17-0420.07 ANCHOR 1 4FIrellon Dst 0412112021 DETAIL 14 WOWOOD yJAI 1010511f VINYL H OK DINGXAM LLASS DOOR NOA I) III ES, HORIZ X SECT.8 J ROSOWSKI .1111 NO CHANGES THIS SHEET. 14MI04106117 NTS 141 6OF21 1e51 MD-6470.0 t4 j No. "'M u q *_ '�!r; 1NAL,ftl'• TGRI F 1. Design Pressure (DP) and Anchor Quantities Required, (for all approved cardguratlons on Sheer 2) Use thle table for. Asanc0l RaInJaMementM Lockable Reinforcement 025 arm Sid Warlock Relnforcemem#27 Door Unit Helgbt Sir 04' 88" 68-75116' OLD Height 72-16/16' DLO Height 84-15118" DLO Height Anchor Group AnslwrGmup Anchor Group A B--r C D A 1 B 1 C I D A B C D Design Pressure +127.1/-127.1 per +120/4Psr +102g/-702g Psf 18-Vo' Hea"111 C5+1 C3N C3H C3M C6+1 03+1 C3+7 C3+1 C5+1 C3+1 C3+1C3+1 �" DLO LO Widt Jamb 5 5 B 5 5 5 8 5 5 5 6 5 P4mok 7 7 7 7 7 7 T 1 7 a 8 B B DeSIgn Pmssurs +10d31-106.3psr +100.2140e2psr +858/A5.3ps( 2S1/B" HeadfSlil C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 Sir DLO Width Jamb 5 5 e 6 6 6 1 8 1 5 6 5 6 6 P-Iwok 7 7 7 7 7 7 1 7 1 7 B B S 8 Design pmssrse +02.8/-829ps1 . +87.3/-B7.3psr +73e/-73.8psr a 31-1/8• Haed,Sill CS+i C3+1 C3+1 C3+1 C5+1 C3+1 C3r1 C3+1 C5+1 C3+1 C3a1 C3+1 MR 36' DLO Width Jamb 6 6 e 5 5 5 B S 6 6 8 6 P41aok 7 7 7 7 7 7 7 7 a 8 8 a Deslgn Pressure +78.4/-7S4ps! +734/-7S.4psf +BSB/65.ops1 37-715' 7wtli5111 C5+2 C3N C3+1 C3a1 C5a2 C3+7 C3+1 C3N C5+1 C3+1 1 C3+1 C3+1 42• OLD WIOm Jamb 5 5 5 5 6 6 8 6 5 5 8 6 P-taok 7 7 7 7 7 7 7 7 B B B S Design PAsslre +60/-6aps/ +60160psr +60/-Saps! 431/8• Head/50 C3+2 C3+1 03+1 C3+1 C3+2 C3a1 C3+1 C3H CS+2 C3+1 1 C3+1 C3+1 48° DLO Width dt Jamb 6 1 fi 1 5 6 5 5 5 5 6 1 6 1 8 6 p4nok J ] ] 7 7 9 T 7 1 ] a 1 B 1 8 0 USED IN EXAMPLE ON SHEET 8 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 DP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE CONSIDERED, SEE TABLE B1, THIS SHEET. # OF ANCHORS THROUGH THE HEAD S 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. TABLE Bt: ' Water -Limped (+) Design Presents Sill Flier Nam. $19 HeW Mst. (+) DP A60xed Now 1-11/18' See Ncte2 42 2-1/Y +38.7 Pet 43 3-1/2' +80.0 psf 44 4-V18" +80.0 Psf 45 461e° +100.0 Per FIG 1: DOCRASSEMBLIES 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-11-1/18° PANEL HEIGHT - DOOR HEIGHT -2-t/2• PRODUCT REVISED as goading compiling with tho Florida No".. 17-0420.07 TABLE NOTES: * j Na.\P VINYL SLIDING GLASS DOOR NOA (NI) 10/05/15 _ q se209 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 *_ AND TABLE BI DETERMINES THE WATER LIMITED (+)OF. DP B ANCHOR QUANTITY TABLE �d; JROSOWSKI 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 I MAY BE USED. toeyrypmeMli Parmouswsxam.. NO CHANGES THIS SHEET. 04105/17 :Ps'+F(OSIDA j 3) SEE SILL RISERTYPES ON SHEEI-4. 1070 TECHNOLOGY DR rs/ONAL ENG� 4) SHEETAPPLIES TO 2.3 AND 4 TRACK CONFIGURATIONS. ,,, I I I I I I710 5) REFERTO ANCHOR NOTES, SHEET 1. N. VENICE, FL 34275 88 B) SEE SHEETS I I-16 FOR ANCHOR LOCATION S SPACING (seta ��80-`16a,00 ' I SGO.5470 MS 7OF 21 g£ MO-547 i n �4 A ALYNN Nn co P.E PEea8m5 Design Pressure (DP) and Anchor Quantities Required, (far a0 approsed conIhOmIlorm an Sheet 2) Uee IN. table far. Astragal Reinforcement 029 Lockahie Reinbroement #25 HO interlock Rehilomement #28 Door Uml Height 80' 84' 08' 108- 12W 68-15118' DLO Height 72-15/16- DLO Height 84-15/16' OLO Height 98-15'1C OLD Height 10845/i6° DLO Height Anchor Group Anchor Group Anchor Group Anchor Group AxharOroup A B C D A B C 0 A B C D A C O A B C D Design Pressure +lr9.41-160.4psf +1601-leopsf +137. 1 / -137.1 par 008.71.115.6paf 19-118, HBadf513 05+1 C6+1 C, C3N OSN C5+1 C5+1 C3«1 C6«7 C5+1 Cfi+1 C3+1 C5+1 CSh1 C6+7 C3N C5N 05+1 CS 1 030 24' OLD Widlh Jamb 6 6 7 5 5 6 7 5 6 5 7 5 8 fi B 8 B fi 8 B p-hook 7 7 7 7 7 7 i 7 8 8 8 e 9 9 9 e 10 10 10 10 Desfgn Pressure +141.81-141,8par +133.61433.6psf +113.81-11S8per +99,11407.4psf +8LB14761p1r 2DLO HeetlIS18 CS+g CS I C5+1 C3+1 C5+1 C9+1 C5+1 C3+1 CS+1 C5+i C5+1 C3+1 06+1 06+1 CS+1 C3+1 05+1 CS+1 C5+1 C3+1 ST DLO Width Jamb 1 5 5 1 7 6 1 5 I 5 I 7 1 6 5 6 7 6 8 e B 6 8 1 6 B 6 P•hoaK 7 7 1 7 7 1 7 1 T 1 7 1 7 e 8 B B B 9 B 9 iD 10 10 70 Desfga Pressure +123.91-10..9per I +1fe4/-116.4psf +9a6/d115W +853/-924psf +7531.8f.6psr 31-1/8' HeedfS19 C5+2 C5+1 C5+2 C3+1 C5+2 C5+1 C5+2 C3+1 C5+'1 05+1 C5+1 C3+M C5+1 C5+1 C3+1 C5+1 CS+I C5+1 C3+1 36° Width Widh Jamb 5 6 7 6 5 6 7 5 6 5 7 56 P.g B B 8 6 8 6 fi Y P-hook 7 7 7 7 7 7 7 7 8 8 B g 8 10 1g t0 10 3 Dealgn Pressure +-lU5/-f04.5psf +104.51-104,5paf +87.81-B7.8iwr +76.7142paf +66.5/•72psf 37-1/8' HagyS@ C6+2 C3+2 C5+2 C3+1 CS+2 C5+2 C5+2 C3+1 C6+2 C6N Cb+2 C3+1 C5+2 C5+1 05+2 C3+1 05+1 C5+1 C5+1 C3+1 p 42" OLD With Jamb 8 S 7 5 6 5 7 6 6 6 7 5 e B B 8 8 8 B 8 P-hook 7 7 7 7 7 7 1 7 1 1 8 I e 1 B 1 B 9 9 9 9 10 iD 1 10 10 z Design Pressure +801-BOpaf +801.80pef +801.60psf +601-65psr +801-B5psf 4a1/W IleadlSID C5+2 C3+2 C5+2 C3+1 CS+2 C3+2 C5+2 C3+1 C5+2 C5+2 C6+2 C3+1 C5+2 C3+1 C5+2 C3+1 C5+2 05+1 C5+2 C3+1 48' OLD Width Jame 5 6 8 5 5 6 e 6 5 6 7 5 fi 6 7 6 B e e 6 P-hook 7 7 7 7 7 T 7 7 8 8 8 8 9 I 8 I B 9 10 10 10 10 49-11B' DIA W dm De -/en Pressure +74.1/-74.1psf +74.11.74.1psf +63.81-03Bpsf Not available In these sues. HaadlS81 05+2 C3+2 C3+2 C3 l 06+2 C3+2 C5+2 C3+1 C5+2 C3«2 C5+2 C3+1 Jamb 6 5 e 5 5 6 B 5 5 5 6 5 P41ook 7 7 7 7 7 7 7 7 B 8 8 B 80" 61-1M OLD Width Des(gn Presewe +60/�Ops/ +60/-60ps! «6D/ sf Headlsl9 C3+2 03+2 C3+2 C3+1 C6+2 C3+2 C3+2 C3+1 C6«2 C3« C3+1 Jamb 5 5 6 6 6 5 6 6 S 5 6 6 P•hook 7 7 7 7 7 7 7 7 B B 8 8 TABLE NOTES: 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 AND TABLE B2 DETERMINES THE WATER LIMITED (+) OR 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 11-1B FOR ANCHOR LOCATION a SPACING ANCHORAGE TYPE PER SUBSTRATE REQUIRED TOACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUAN TIES LISTED BELOW. SEE TABLE A. /SHEETI FOR COMPLETE ANCHOR UMITATIONS. 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 It 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. FIG 1: DOORASSEMBLIES INSTALLED WHERE THE OVERHANG (OH) LENGTH IS EQUAL TO OR GREATER THAN THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. TABLE B2: WataPLlmited (+) Doalan Proms, S91 Nom Sa MeX(+)OP Polar Height A"" NDre 1.11/16' See Ncle2 42 2-In" +38.7psf 43 31/2• +60.0 psf 44 4.1/16' 1 +80.0 pat 45 4518" 1 -100.0 psf DLO WIDTH = NOM. PANEL WIDTH -8-9f18" DLO HEIGHT =DOOR HEIGHT - 11-1/10" PANEL HEIGHT= DOOR HEIGHT-2-1/2" VINYL SLIDING GLASS DOOR NOA(NI) 8 10/a6/1l DP B ANCHOR QUANTITY TABLE IN JROSOWSKI (II NO CHANGES THIS SHEET. 15N104/05/17 ( NTS III BOF21 ril MD-5470.0 PRODUCT REVISED pl In wlN the Florlda Nofi-Na �odo NOA-Na. 17-0420.07 *: No. se706 PA EXAMPLE: Q 3-PANEL, 3 TRACK STRAIGHT CONFIGURATION -PXXX, INTERIOR LAMINA7FD,MOUNT IG GLAZNG, ANCHORGROUPA IN SUBSTRATE. FAl4AEJAM8REQUIRED HEAD SPLICE PorJaTs �y"I MAX. INTERIOR CEYTERLINE f'-oFwE I`�uJrERLocK I CENTERLINE rOPP�AENa2 I of avrERLarx SEE FIGURE BELOWFORADDIRONAL ��+FD�oRMgnoN. I` PROJECT DESIGN PRESSURE REQUIRED: +48.2158.6 PEP I PODKETBr1 P-HOOK ANCHORAGE DETAILS B) SHEET 10 FOR SPECIFIC GLAZING TY C) SHEET 17 FOR ALLOWABLE PANEL T D) SHEETS 4 S 18 FOR EXTRUSION CRO E) SHEET 19 FOR INSTALLATION OF AIX F) SHEET 21 FORA BILL OF MATERIALS. SPLICE NOTE: MSIOR NCNdTRIICTIIRMMICHORSMAY EEAALIGGNED NEHELDONElEDPEDA SPLICE OCCURSWIRHNATO FOCNET. MAY POCX BY OTHERS, SEE NOTES, SHEETS I SHEEP HEAD ANCHORAGE DETAILS PM (3-TRACK) 4 INTERIOR CENTERLINE CENTERLINE IWELIO OF IMERLOCK pF INTERLOCK CEPANIELI �OFPANL-L1 I- LKPMEL2 OF PANEL2 -�j w MAX. EXT E RIOR V 3 ANCHORAGE J / —H B pIG DE.� MNL •,Z'M1GSHEEEET;;� SHEETII , J C9°CLUSTER. SHEW11 J 'C3'CWST11 II SHEET II EXTFnR�KIR KETJSHLPT (MPLf AN(AIOR) INST INETAt1ATI0NON SILL ANCHORAGE DETAILS D.C.O.C, INMRIPED® CTERIORPUI ETB siiEETTHROUGH i) MOWING THE PRODUCTS REQUIREMENTS, SCAN THROUGH TABLES 1 S 2 PXXX(3-TRACK) PRODUCT REVISED a mpT In wltn M. Fle4a ePlia'InB Lod FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF Non-xo. 17-0420.07 M8.2/.58.8 AT A NOM. PANEL SIZE OF 48' X W. FROM TABLE 1, SHEET 7, THE END PANEL ANCHOR EXCEPTION: DESIGN PRESSURE IS460/50 WHICH EXCEEDS THE PROJECT DESIGN DISTANCEITONE(TT1114IFR ENpi,.NaRoat. 4/21/2U21 PRESSURE REQUIREMENTS. TD BE Eo-8I0. O.C. OR LESS By FOR WOOD INSTALLATION USING ANY salslll t9✓1 Mlam ea r „CW con<m ANCHOR IN GROUP A(SEE TABLE A), TABLE 5 1 SHOWS ANCHOR REQUIREMENTS OF: FOR I 7 2) ANCHOR LOCATION DETAILS, CAN BE FOUND ON: HEAD (CLUSTER ANCHORS): SHEET 12 FOR THE'CW CLUSTER ANCHORS AT CHJTEmJnEOFExoPANEL B•MAK THE INTERLOCKMSTRAGAL. FOR SILL (SHOWN) AND HEAD, ANCHORS AT THE �I HEAD (INTERMEDIATE ANCHORS): SHEET 12 FOR THE °+•2ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE I MIDSPAN OF EACH PANEL. O.C. DISTANCE TO THE NEXTANCHOR CLUSTER IS OVER JAMB SILL (CLUSTER ANCHORS): SHEET 11FOR THE'G3'CLUSTERANCHORS AT 263/8°, OTHERWISE ANCHORS ARE NOT REQUIRED AS `p`�AONYLYN ....... IV ANCHORAGE THE INTERLOCK/ASTRAGAL. SILL (INTERMEDIATE ANCHORS}. SHEET II FOR THE --2 ANCHORS AT THE PER THE FIGURE ABOVE: �` to.. 4fy DETAILS MIDSPAN OF EACH PANEL ND, >}:: 5&7D6 JAMB: 5 ANCHORS, SHEET 13 FOR GEN. LAYOUT. P-HOOK: 7 ANCHORS, SHEET 13 FOR GENERAL VINYL SLIDING GLASS DOOR NOA (NI) 10/O6/15 =�Q 'A ' �• ' IR TIONS AND EXACT 3B. LAypQ7- LJjL\�J�'�L�LJ�I�— STRAIGHT DOOR EXAMPLE �8 J ROSOWSKI :Ott'•. S• 3) INSTALLATION DETAILS INTO WOOD CAN J cGPrtusxrDmlT PDrxMlmRegrm NO CHANGES THIS SHEET. 0 04/05/17 �'�L4s�_��?��p••'C�C�� A NTS IXI S OF 21 Ij3I MD-5470.0 a STRUCTURALSILICONEOL"STRUCTUR114"NOM. FOAM &15'NO1d. WITH DESICCANT WITH -- -- 1-1/1S"NOM. WITH DESICCANT WITH GLASS U� `INT.GLASS �aji L SURFACE KODISPACE 16 4SG TPS SUPER S° SPACER®NXT'N POR"u°Ozeo cxaI Tre•NOMTOWARO6THEEMEO GV EBNEIS 9NTEPRODUCTIS'INTElsGUSED'IFCB3A315TGWAROBTMEINTER ALUMWUM EE REINFORCEMENT POL"SO. BUTYLENE DESICCANTFLLLAREA �6/14"NOM. GLASS DETAIL DURASEAL® @SPACER 4XL EDGE'" SPACER NOTES; 1) BACKBEDDING SURFACES SHALL NOT BE PAINTED OR LAMINATED. 2) PRODUCT MAY BE EITHER INTERIOR OR EXTERIOR GLAZED. °T = TEMPERED VINYL SLIDING GLASS DOOR NOA(NI) 10/0511! GLAZING DETAILS JROSOWSKI NO CHANGES THIS SHEET. H 04/06/17 NTS III 10CF21 I4iI MD-5470.0 l plmvon PT'. A LYNVNLLD2 PE SILL CLUSTER ANCHORS LAYOUT: ASIRAOALOR INRHiIOCJ( CEHfERLrts 4• EKIERIOR R-1MCKCLURfQiCS ANCHORLOGTIOM ASRUOALOft VREi60C1f CFNIERLWE 4° E%iEft �7mO V 2TMCKCLUSf W ANCHOR LOCATIONS e EE�IRIIOR —� 322° EMjEjjjRI CJ 31Mtl(CLVaIER'Ca' �J ANCHORIDGlIONa ASIMMLOR INRRIOCK CE mm- a IETR,IOR 3.22" •Gl•AN410RLOGTON9 NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK40-TRACK DISTANCE IS 2.376°IV2,376n DISTANCE SILLS: 4- STMCKCWSIER•C4 ANCHORL 710W 'fb•ANCXORLOGRONS la SILL "+" INTERMEDIATE ANCHORS LAYOUT: PAREL CENIERLWE IXIJE�WLOR 2-TMCKIMERNEGAW •A-MCHORLOGTON PANEL CEMERLINE E%ijjE''HLLIOR 1/ 3-TRACKINfFRu®ulE 'N'M=RLO Wfl 4. W KPOEPAfEOUTE -WAN MIOGTON PANEL CENIER m 4° EXTERIOR 2-TMCKWTEWMAO vy ANCHORW=0NS PANEL CENTERLINE 4° EMjE7RIOR V bT CK INTEIAIEOUTE IrMCHORWO 110 S cENTERUNE 4" E�RIIOR 3.22' E%lEg �1li �J 3TRACKWfERREDUTE V HeaNSlll 1 Jamb 5 P-6OWK 7 4TRACKIMHWEOUIE YYANCHORLOGmd15 SNUCK INIERME M •Aa• ANCHOR LOGTXINS YTMWORLOG=W NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK-TO-TRACKlt2375- DISTANCE IS 2.371E FORALLSILLS: VINYL SLIDING GLASS DOOR NOA(NI) Ifil1D105/1! ANCHOR LOCATIONS A 8 JROSOWSKI NO CHANGES THIS SHEET. �a04106M7 @ �a SGD-54701 NTS 1 11 OF21 AFMD-5470.0 1111A 17-0420.07 Ab. 00705 HEAD CLUSTER ANCHORS LAYOUT: ASTPAOALOR ASTPAGALOR INIER(11CK 4° WTERLOLK 4° CEMERLm CENTEIdaiE E%1ERIOR 3.22° J�L� 3.2Y 15 x-mALKCWSTERW' �/ x.TRACK CLU3IFA'CS ANCHOR LOWTIONG PA'CHORLOG T10119 ,.�..,...� 4• (e'IaoR —n 322° EXTF�A1II N/ 3aRACKCWSIER'C1' V ANCHOR LOCAnON9 AERiN CR oOERLorx 4° LEME WNE IE'IRyIOR 32r E%TERI( ./ 4TMCKCLISTER 'Ca'ANLHORIOCATO1m SEA 1TmK13WSTEAw M110RI-mmNS ASTRAOW.OR RGERL4" CENTERLINEINE NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK S I DISTANCE S2.975° FOR ALL S D:2'3 HEAD "+" INTERMEDIATE ANCHORS LAYOUT: PANEL CENTERLINE EXTERIOR LVMCINTELO=0E Y1•MCHORLOWTON PANEL cENTERUIa EMEaOR R 3TRACKINIERME0 dm VV • I•AHaIORInWnoR 4TMCKIN WE0IATE . i'MM0RLOWn0N PANEL CENR?RIWE 4° E%ffEIRIOR 3.22° V z-TRAa4 WIEadElCATE "rANCH0RIOWn0M PANEL wxrLRtwe 4.75' EXTERIOR Vfl. sTRACKINTEaAm1AlE •VYAISIIORLOGPOIS 4TPACKINTEPME0NTE'.2' ANUWfl LOGTON9 PANEL 4' CENR]WNE 3.2i fE%IEaOH V aTRAcxImEa4eoure '°a'ANCHORMCATOW PANEL CENTEa1NE 4. 3?2' rl 3TMG(IMERMEONIE V ' 3'ANCHOR LOWTONB 4T MIMERMEOIATEYS ANCHORLO(AnOM NOTES: vmuRmPeRrAlxroTxEEauowmoxEAO 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. xrexMEoure AxclmR Laurmxe: 2)TRACK-TADS: K DISTANCE IS 2.375'Et2375' FORALL HEADS: HeatlISN 1 PRODUCT B.IIlM1the REVISED ���o"pyILYN ��''• mRRdInGdn �o• N m 7 NGA-xe. 17-0420.07 EAPwunn 0.1. 0412112021 j * f No. 56705 VINYL SLIDING GLASS DOOR NOA(NI) i 10105/15ro xee on ra ANCHOR LOCATIONSB jS JROSOWSKI y0 E�TA� III NO CHANGES THIS SHEET. I18104/05117 1 NTS IMI 12OF21 I13I MD-5470.0 P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT, (PARTIAL VIEW): 8' 2.376° —e-I 4.75' 7.126° MAX 21.6° 21.6' 21.0' HeedISN CJ+1 bm0 s MAX. MAX. MAX. P+.aok OPT. ANCHOR O.C. MEMOR [, O.C. EXTTRIOR O.C. EuienlaA TO AID IN ALIGNMENT NOTES: 1)STANDARD ANCHOR LOCATIONS SHOWN. IL FOR AND 4-TRACK JAMBS, ANCHORS MAY 6' 6' B' BE LOCATED IN ANY ADJACENT TRACK 'q MAX MAX MAX (SIMILARTO THE 2-TRACK JAMB)AS R MEET MIN. EDGE DISTANCE -It ' CONSTRAINTS. ONSMS. IN CASE OF AN ODD I 2-TRACK FRAME JAMB ANCHORS I 3-TRACK FRAME JAMB ANCHORS i 4-TRACK FRAME JAMB ANCHORS NUMBER OF ANCHORS, THE MAJORITY MAY BE TOWARD THE INTERIOR OR EXTERIOR JAMB 'EEP NOTCHES END @ 1' X.500' (3) TRACK WEEP HOLES EVERY 24° @ 1.125°X .190; (1) WEEP NOTCH EVERY 24' @ 1.375- X.500- NOTES: 1) SEE TABLES 1 & 2 FOR EXACT QUANTITY OF ANCHORS REQUIRED IN THE P-HOOK 8 Heaasul ca+1 em6 4 i-0:pk JAMB SILL WEEPHOLE LAYOUT (2,3 & 4 TRACKS) JAMB END @ 1' X .500" (10) TRACK WEEP HOLES. EVERY 24° @ 1,126' (1) WEEP NOTCH EVERY 7A'@ 1.376°X.600' PRODUCT REVISED pl InD with Me P1.4da emimnD ioae NOA-No. 17-0420.07 E.pinOon Date 04/21/2021 III VINYL SLIDING GLASS DOOR NOA(NI) A 10/05/1Ro-v5 u9D�s.wc 8 ANCHOR LOCATIONS 10JROSOWSKI ipxtomla pprpmIII NO CHANGES THIS SHEET. 4104I05117 R NTS III 13 OF 21 Il BI MD5470.0 �'It L4 `t`Y00 NY LYNN� *; No. 587os oia s7A 06u� ONAL A. LYNN MUM. P.E P"687M HEAD 90' CORNER CLUSTER ANCHORS LAYOUT: RERIOR 4" 4' EMFAI 3-1MG(BD'CORNER —i'T YA'ANGKKelAG1bN9 V (USpE WHERE'p' ®6PEQFlEO) 1 H X 11 tf L 4° 4-TMCK80•MMM �R TA'ANCNORM(ATIONB V (116E 4W e:RE'OT IE SPECIFEOI FIDUR®wArnw rE rxE wuowwD m' cE6lsn IFMANEMOALOEtIeLR 90' NeaN9111 1 JemS 6 O 2-TM J(N-COWIER 'CB'A ORLOC mtt; (USE WHERE W IS SPEC RIED) SILL 99° eCO�RNER CLUSTER ANCHORS LAYOUT: P fl I "Fin I 2-TMCKK (WNM EKIEWOR 'GI'AI=WlW=0M JJ�� (IIESE WHERE'C6.198PFfdFlED) 1/ H P P 1 I 3TMCKSO'CORNEA E=RIOR 'G•ANGIOR IDGTOtiS JVL (USE WHEPE'CE' 188PEgFIED) R H H R L 4°g I 4' 3.22 4TMCK0O•fAPNER E%TFD10ft 4TPAGC R(-O(ANER EMERIO -OTARgpRIDPd 'ISANCHORLOGTION9TiONe (08E W1EPE'CS 196PECIFlED) (USE WHERE'CD'IBBPEgFIED) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE 51MILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. 3)2375,tV2375-ACK-TO-TRACK 07DISTSTANCE IS 2.375°107 FORALL HEADS AND SILLS: N. I 2-TRACK6D•C M E%rERIOR Tb'ANWORLOGTDNB (UBEWHERF "C6'I6 SPEGFlFD) I 3TMG(9D'CORIJER E%1ER10 4e'ANGIORLOLATORS (LIKE WHE U-WI56PEC61EO) FVL. �SSPEmAPIIETIei Fp10WMGBPEQ4NEA6LL NYJttftlOGlpeU: 6D' HeeN91E 1 Jamb 5 P4tak 7 PRODUCT REVISED pn EomPlying with tho Morld. DpnamP Co NO 0. 17-0420.07 ' �. a No. 68705 o3,��lCs':f,[ORIOP, ](rERIOR '�9AIAL El �l 1411 Let I P V AYNNYILLw £P687D5 VINYL SLIDING GLASS DOOR NOA (NI) ANCHOR LOCATIONS D% J RO NO CHANGES THIS SHEET. 49 a8 SGD-54701 MS 1191 L'4 MD-5470.0 HEAD 135e CORNER CLUSTER ANCHORS LAYOUT: SILL 1359 CORNER CLUSTER ANCHORS LAYOUT: 1" Asl am A•A10x LOG1KW2 tss 4" 4' q• a' a" HeaNSN 1 RMR EKTERIOR • am5 3.22° 4" EKSERIDR 4'-4--.4E%IERIOR P-0bDk 7 21MCK195•COPNER E-TMCK 195•COMIER 2TRACK 195•fARNEP �/ 4-,P4CK1%•CORHFA \/ SRANGIORLOCAAON3 'LSANCHORIN9 NSE WHEPE'CJ' IS SPECIFl®) (USE WMERE'CS ISSMC139PECeTED) 'G'ANCHORIIICATIONS `G•ANGNRLOGTORS (USEWNEPE "C3'IS9PECIFIED) (IISE WHEPE'CS'19 bP�E(A/F1ED) 4" 4° . 4" \ 4° \ I 9-TIW:RI3SCORTEA •(A'AN]IDRI=7I N8 NSE WHERE•CS IS SPECIFIED) 4• 1TRACK I9T COP52R IXlERIOR �/ 'C{'ANCHORLOCATKINb NSE WNERE'CT 139PECIFIFL) STRACKt%'CORNEA •0a•ANW0f% CAlVW (USEWRERE•DS•ISSPECIFIED) 4" —+ 4 1-3.22- 41MCK184DGdEA 'CI-ANCNORLOCATIGVS (U9E WHEPE'C9' NSPECIFIED) 4' 9'1l11'IRyLDB 41RACH 195•fORNER \/ bTFAtl(195•CORxpi 'CS'ANGIOR I4GTON6 'CI'ANCHORLOCATION3 (L6E WHERE•CSI59PECIFlFD7 (U6E WHERE'C9•IS 6PECRIEO) 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 INSIDE CORNER CONFIGURATIONS. 3) TRACK -TO -TRACK r. DISTANCE ITS 2.375° 2.3T6° jt237W FOR ALL HEADS AND SILLS: 4" 4" f PRODUCT REVISED 4" s comp)yylnpp with the Flebea Ru1141n0 Cate I .a. 17-0420.07 WplraHen Data 04/21n021 E ERIOR STRACKI3SCORNER C4'ANCHORLOCAAONS (IAE WHERE CS I39PECFQ:Oj —I �--3.22"--,T— 4TMCK19SDOP1199 'C9•ANCHORl.(=TIONS (U6 E WHERE CS• I6 SPEGPIED) YL SLIDING GLASS DOOR NOA (NI) 8 10/05/16 CHOR LOCATIONS E & J ROSOWSKI CHANGES THIS SHEET. MA 04105N7 NTS I4I 15 OF 21 JA; j MD-5470.0 SPLCE LOGnON p' E%I(ET''WIOR 3,W �J 2-TMCKSTICE •LEA MWORWO =NS (USE WHERE'GY R BPECIFl®) SPICE LOGTION 4.75' E%TERIOR 4° T6'ANCNORLOGTWN9 (USE WNERE'CS' 9 BPECSfflI) h—. , 4° b MCKWUCE TA•ANCKORLDGTKINS (WEWNERET3•ISSFECIREO) mm mm� go �0 smL LOGTKIN 4° j�jT3.22° IG VWCKSi 'CS'AMHDRLOCATIOW (USE WHERE W IS SPECIFIED) SPNCE LOGnON 4" EK 011 3.22° 15 3-TRACKSPME TO-MCMR1O 71CHS (W E W NERE Ts' LS SPMPIED) 4° 4TMCKSPUCE TB'ANCHORLOCA (USE WHERE'C6' 19 SPMECIfIFII) 8 �yf[¢` IDGnON IG 4" 12 E 10R R 2-TMCKsP ��// 'WMCR3RLOCAV0M (IISEWHERE'C3-188PECWF ) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 4' 4TRACKSPUM •G'ANCHORLOGTK)Ns NSE WHER E TT w SPECIFED) 2) ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. FOR SPLICES OCCURRING INSIDE OF A POCKET, SEE THE EXAMPLE ON SHEET S. 3)TRACK-TO-TRACK F7F7F7III������ DISTANCE IS 2.375E q„ W6' 1 2.376E FOR ALL HEADS AND SILLS: 1)�IL�" 4) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THEAUTHORITY HAVING JURISDICTION. SPLICE LOGTbN 4' EKIERIM fl 2TMCKSPLIM V 'W MCWRLOW0W (USE WHPAETVIS SPECIFIED) (USEWIIFRE'CS'I88PEGRED) 4TMCKSMI TS•ARCHORLOGTIDNS (USE WNERE TS IS SPECDIED) m`0 PRODUCT REVISED DW101a81y gwithth.FlarEda won ..COEe 77-0420.07 Eapl.H.. Datg0412112021 *:� No. 6R7D6 YL SLIDING GLASS DOOR NOA(NI) JAI 1010611E :NOR LOCATIONS F 8 J ROSOWSKI CHANGES THIS SHEET. 4 04105/17 y qq A )5470 d NTS 16 OF 21 1111 MD-6470.0 4 A PANEL'S RIGHT STILE TYPE PANEL TYPES SINGLE INTERLOCK EwOIE wfERLOCK AL ASTRAGAL OUIRIDEEP ASTMGe1 INSVEN' ASTRAGAL IMIDE135' ASTRAGAL INEIDE11- ASTRAGAL wTEAIOROR OUT w STILIE STILE WINANILE W/HANDLE 00XOUf Boxy OOXw IGI EN R RE HF RECENER RECEIVER FMERIOROLVID SINGLE I N c E F PP K L L TC TA TV TW OUT RamO ImTM JE„�K B H P A C C SC SA SV SW Lll STILE RR R S S FC FD FV FW TeRXavO Pa'M wKSMLE D M J J -J HmRTRw WOHANOLE ma,w Bo%OU Axow LR T U LL LL �GAL N T U Lu J � OUXIN rww CT CS CF Lu � AT AS DF a ow.1w A VT VS VF TffCOVERB COVER IN,"• ASTRAGAL W T WS WF RECFIVFA LEFT RIGHT PANEL PANEL STILE STILE PANEL TYPE -P SHOWN. PANEL NOTES: 1) SEE DPIANCHORTABLES 1 & 2, SHEETS 7-8 FOR PANEL SIZES & DESIGN PRESSURE. 2) PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE NOTAVAILABLE. S) MAXIMUM NOMINAL PANEL WIDTH FORALL PANEL CONFIGURATIONS IS 60-. 4) PANEL TYPE MAY BE EITHER EXTERIOR (STANDARD) OR INTERIOR GLAZED, BOTH TYPES QUALIFIED BY THIS APPROVAL, SEE DETAILS SHEET 10. SCREEN PANEL TYPES DOLEGCK I AOTRAGPI R /1 LUUDLE �i�� LGG� MIERLOi JLGCNSTLE ,1-----�^�^^^i�n^1i--��j A--E--L ASiMGAL SD°INGLE ,E. �a GG°RIE INTERLOCK I—_,Jyv�niv.�.yl INTERLOCK OWE BLE q Ni LXttM1E uLE DS DouE1E RwcLE INTEPLOLN �, •� INTERLOCK AlVINYL SLIDING GLASS DOOR NOA(NI) JAI10106/15 PANEL TYPES , JROSOWSKI NO CHANGES THIS SHEET. M 04105117 I SGD-5470111 NTS 1.1117 OF21 JNIJ MD-5470.0 169FA No. 5R7D5 5676 �I� 10.635�1� .600 fi40 12ij'-.550 r'z01 aei 762 100 930 J- 1.812 1.681 .082 7}- P 1.928 �.100 Ligir-A�� � FRAME SCREW 301f INTERLOCK CAP, Qi 2TRACK HEADMAMB © 4TRACK SILL OCOVERIPVC) BO ANCHOR PLATE QTRACK INSERT EMENDED POCKET 5.178 y1 .� 1.000 jj'�'.252 231 060 -2.060 .100� )+---8250 �j 8.250 �'-) 1 51.», 062 1.613 .080 STTTToO MM -7 p .949 �+�� 1LL��II�� 1.983 ?� .813 1 �.100 o u y81 -"4-�-.012 060 .100 �� dQ�O� �A ISORO TnAIL QOUTER SILL 73 CLTR CK QP-HOOK ADAPTOR ©P-HOOK Q 3 TRACK HEADIJAMB 4Q 3 TRACK SILL 229 094 125 540 291 081 T-' 2.976 1` 1 r-10.825-`i b.876�1 fi40 3.000 v�--��^ I' ,000 75 1 .100 np �2.SD7 -f 1.408 IJ LJ ❑ ® 513 111.681 8r�4.--.062--•JJ�-.062 II .329 .100 O� Q� ���, 19 EEXTENDED ®pKEEPER KEEPER @BARCORRCCEEMENT @RREEIINFORCEMENT 0 FIXED PANEL CLIP ®p�gTE RCEMEM ©4 TRACK HEAD/JAMB Q2 TRACK SILL 2511 7�r-22W +I 1.670 I+ 1'8� 7.696 �7� i.fi95 f���+[(L- r- .309 ji 7 } 3''� .125 .070g+ 07644.635084278 ,10020L6 U 099 2.833 2.968 Q .3U0 21708 .473 00 ® J711.68 2.025 .312 2.21018 ® INTERIOR JAMB COVER 'I1--'1� -cd 4.-.182 .120 1f,i82 ❑ 1.876 PRODUCT REVISED .110 If .120 2.281 .100 as complvon9 wl0lee Flnriba TOP BOTTOM TOP BOTTOM INTERLOCK.300 INTERLOCKAU0 ASTRAGAL 0 EMENDEOPOCKET 31 INTERLOCK 32 ASTRAGAL ADD-0N PANEL STILE TOP NOA-No.Cc EE 17.0420.07 ® AND STILE © AND STILE ®REINFORCEMENT, ®REINFORCEMENT, ®REINFORCEMENT ® INTERLOCKADAPTERADAPTER ©AND BOTTOM RAIL REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY Pxp4aunn Dam 04/21/2021 REINFORCEMENT 3.320 Dy S.94fi NOTES: 3A52 Mmm D roauc comro 1.472 r 919 i)SEESHEET4FOR 125X 09 .080 3.713 .090 L SILL RISERS. 626 .048�ul003.247 3'�6 Ofi0 2)SEESHEET20 .07028 .085 �...-. gig FOR SCREEN PARTS. I00 1.170 135'CORNER 135-CORNER 135°CORNER 135'CORNER 90'CORNER 90°CORNER IT CORNER 3)ALLDIMENSIONS ®ASTRAGAL ©PASSIVE MOUNT ®ASTRAGAL CAP, ®ASTRAGALCAP, ASTRAGAL ASTRAGAL CAP, 41 ASTRAGAI. CAP, IN INCHES. `�tt1 tttlT EXTERIOR INTERIOR EXTERIOR INTERIOR N�Oi.Y...... /,� 210 252-� VINYL SLIDING GLASS DOOR NOA(NI) 10/05115 �'k;'A No. 58706 .' y 1.261 1.261 EXTRUSIONS 8 J ROSOWSKI -7u �{ -j ® LOT WA � Q/ t•1/18° ®1-1/18' 1 mvrwmnomn PaPvwsmes.wn NO CHANGES THIS SHEET. �� 04/05/17 ®SEVELEDBEAD OGEEBEAD 1070ECHNOLOGY DR �a �0NALtENG`�` N. VENICE, FL 34275 (841)4480.1600 SGD-5470� N�18OF21 MD-5470.0 91A ALVNN WLLER, P.E. CE .OFA [R!A PE➢Fd105 BOX SCREEN DETAILS: STANDARD SCREEN DETAILS: �y ❑l ,x3 9 9 ❑O Its 121 tm in In 1R In 119 t0° tt1 1W o 0 HORIZONTAL SECTION HORIZONTAL SECTION EXAMPLE In EXAMPLE H6 39 1° 111 92 1d1 t�0 �,,,,�,, t 0 121 I 111 ❑� tII y n^ + d e 6 / is "v HORIZONTAL SECTION EXAMPLE not tlx 1A t04 HORIZONTAL SECTION it?1.]77 r-1.D81 EXAMPLE ,202-j tpx OB1��❑ 8 t778 876 �. 876 I'� 1.020 —�1"'� 050 -- , �.05D SCREEN SCREEN 120 RAIL 1n SDEHAIL, to ADAPTTER XO 1.803 1.BB3 1.8J74 FRAME LATCH ADAPTER Ln m .062—a-If.062 L .062 PRODUCT REVISED a90.1161.1 Clne wiM No Florida �,m BOX SCREEN +m BOXSCREEI BOX SCREEN L .1-.y 1 435 NOA-No coao OP RAIL BOTTOM RAIL SIDE RAIL LI r.—.725 �/-- �1 Nou-No. 17-0420.07 to .785 ,782 expiration bate 04/21M2021 1 —�.040 LB n9 n� 1.020 w 3 1aB .062 Miam+-oe c Control t% 77—�x-11.373� Im,/�,,,,/� SCREEN VINYL FRAME SILL z e � x ••` J"•`J In ADAPTER t� AD"N 1.872 .055 1.833 —41 1z• BaL� SCREEN 10°SCREEN 1D3 OXOSCREEN Box BOX ( 10° INTERLOCK SNAP ON ASTRAGAL VERTICALSECION BUG FLAP ADAPTER VERTICAL SECTION 10 ................ EXAMPLE EXAMPLE NOTES: y'%1j 1.300 1)ALL DIMENSIONS IN INCHES. ``Q;.•' F•'• � 1.487 1.343 r-- 1055 A87* No. 58705 ' I 1.510 �+ VINYL SLIDING GLASS DOOR NOA(NI) 10105/15 = nn —0--0 .060 SCREEN DETAILS °�d•JROSOWBKI ;� �1IEc(F}••�Q., BOXSCREEN BOXSCREEN BOX SCREEN HEAD ���J jffi O•• ✓+TAr �r• 1p°ASTRAGAL t07 SILLADD-0N 10BAND JAMB ADO -ON wprwa orox uB cSwc NO CHANGES THIS SHEET. m04/05117 %�SSt� �RIDP,: •GV�1��` ADAPTER 1070 TECHNOLOGY DR A 2j2i�NgL1EN+t`` N. VENICE. FL 34275 q (041n)480'1600 SGD-54701 NTS 20OF21 E4 MD-5470.0 9$ A 0.Lmm elnLm,PE P.EBY705 TAR) F C- # Port# Description Material 1 iSol 2-Track Heatl/Jamb Rigitl PVC 2 19OD2 2-Tack SIB Rigid PVC 3 19025 3-lleck Heatl/Jemb Rgltl PVC 4 190Z0 3•Teck SIB R91d PVC 6 19027 4Tmck Head6knab Rgld PVC 6 19028 4Twk 513 ROW PVC 7 toss Frarm Somw Omer Rigid PVC 8 19031 Anther Plate 083-TBAIum. 9 19007 Track Wert 8083-78AIum. 10 los4 Ineedock Cap -Extended Peony RgIJ PVC 11 10008 Bottom Rag Support 6063-TBAIum. 12 19DOeA Outer Sol Corer e083TOAlum. 13 loll SIB Track Comer Rigid PVC 17 1=2 P�Hook Adopter 0083-Te ANm. 18 IWM P-Heck 8061-T6AIUM 19 19047M ExmndDd Keeper Blasi Alum. 20 19WBM Keeper 808378Alum. 21 19014 ReIrfamandnt Bar Comer Rgid PVC 22 Is= R¢Inbmement Bar (1005-T6 Alum. 23 1D037M Fbedpans GOp 6033-Te Alum. 24 Iasi lRaInfamement Plate BOWTO Alum 28 IN17M Tap Rell, Bottom Roll and Lockafile RBeforcement e00S-T5 AWm 28 1OD40 Canpo 27 joleM Insedock.300 RaInforcement Sid BMS-76 AMm. 28 19013M Intedook.400 Reinforcement, HD 6006-T6 Alum. 20 IWIBM Astregel Ralydomemand 6005-111 Alum 3O ism Extended Packet lyd.4i Maptw 8067-TBAMm Ti 19005 Intedomk Adaptor R91d PVC 32 19008 Astm9ei Adman Rind FVC 33 19004 Penal SM., ToP/Bottom PRO Mold PVC 34 1 19040 Walter Jamb Corer 6063-15Alum. 35 190M 113S'ComerAetmgeI 60 116 Alum 30 19077 ISO' ComerZT.1 Pe slu, Mount 8063-iB ANm. 37 iBOTB 135'Comer Ae000e1 CaP-ExL R9M PVC 38 180W 136'CortrefAaue0el Cep-ML R91d PVC 30 IOD878 90'CanwAshogal 808:4418A1um. # Part# Oeaedptlon Mammal 40 19981 90-Comm Astragal Cap -Ext. RIBItl PVC 41 IgOB2 90' Cramer Astragal Cep-Int. Right PVC 42 toss SIB allow -(2.1/2') B08e-TBAlum. 43 19022A SIB Riser-(3-1/7) 6083TDAlum. 44 19023A SM Rs¢r-(4-1116') 60e3T8 Need. 45 1B021A BD Blear-(4L'8') BO&9-TB Alum. 60 71SSOaw .1 or x S20' FBNeal (See) 61 716116K 1-1/7 x V x 3/4- Fin Seel Dust Plug 82 71690 Dust Plug 60 410041 Intedeek COP Caer PVC e1 7B163X Tandem R011erA96embly SB 02 78163N Terldam Rallerkmembly Nylon 03 7BX76FPTX 88 x 3/4'Ph. FH SMS ® Rol. &Robot. 65 64 419M Frame Header Black Nylon BE 48062 RullmAtl). Halo Plug PVC BB 44M 4 Hole Bumper Stop PVC 87 76Xl14FPTX #0 X 1-1/4' Ph. FH EMS @Bumper Stop S9 68 71896e Sill Plug PVC 89 78185X Gsmim Mortlso Look Mang TOM plate St"IS9 70 71(W2X1FPFX 1032 x V PRFH MS dg lock as 71 Xad. Handle Kd Coat2lrc 75 Kumasi 4SG 7PS Spaces System 70 Cow Super Smoer nX7wilh Hot Melt Butyl Sea Sheet 10 for 77 Ouanex Dumseal Me a eb 75 CerNrwl X. Edge epeser 7B Om Coming 05 or GE-7100 Backbecsing SBieons 82 IBOM 1-1/1B'Bealed Beed Rate PVC B3 IDD45 1-1/70. Ogee Bead RyId PVC BB 71T26K SaSNs Black V X 4-X VIV. 86 y-5 mum. Neoprene g0 TSIPSTX 98 x I- Ph. PH SMS M Frame Asdembly BB 91 78X114PHPT41 OX #B X 1-114- Ph. PH SMS @ paint Bw BS 92 71OX1PHPTIBO BX M x V Ph. PH SMS 0Res Support SS 09 71OX176PPX #10x I-Ilr Ph. PH SMS ®Fxd PnL Clip 89 B4 71OX26PHPT786X #IOx 241 Pb PH SMS ®ReIN. Plate/Ash SS 85 714W)22EFPFx M2X2-1/4-Ph. PRSMS®Htlo BlWk SB 9B 710M.7WPX #1OX 14W PR FH SMS ®Ast Mount SB W TIOXMPPX 410x3/4-Pb PHSMS®EXLPkL lot 59 as 71OWPX #10 x 2' Ph. PH SMSQ Keeper 95 VINYL SLIDING GLASS DOOR NOA (NI) TABLE D: BOX SCREEN # Part# Dewlpdon Mefeds) 10) 1=50 EU Scam, Top Reg am 75 Al 1D1 12267 Box Scow seem Rail e033 To AI 102 12268 Sex Sereen Side M) W6376 AI 103 W425 Bel Bar. Sntadrok OMTSAI 104 7T39A Bra Screen Snpon Bug Flap SOMM AI 106 64M Boo, Screen OXDAstragal Adapter 60337" 106 17349 Bar Senan Aa6agal Adopt" W 375AJ 107 ISMS Bra Borden Frame Sill Adman W9376A1 108 1W38 Box Scmen Hsadlbmb Admen 063TSAl 109 72DXlX 914Mx 1"MS@DTop Rea 99 110 720XI12X M420x 1-1N'MS@Bettem PaB 99 III 717M Watp.00"x.167-Rn Seel 112 61805K 'a1R.1BTx.50P@Bug Flop 11Z 79RAZ Standard Ross, Nolen 114 75PAN HDW.T Be 116 redee Semen Lccking Hancinas Steel 116 419063 Boman Kemper steel 117 7SXIPPA Wx T' Ph. PH SMS Steal 118 18271341 Screen Selina-.7lXr'8.185' 14nY1 119 I IDIOM Screw, Oolh Fi. sea TABLE E: STANDARD SCREEN 0 Part# bowdptlon Material 12D 12033 Semen Frame Roll 6:16a I 121 120M Some, Frame- Side Rall(Letah) W83TSAI 122 17383 screen 0M7 Aelm0et Adapter 608376 At 123 4853K Semen Vinyl Minster Adaptor R91d PVC 124 100129 Frame SW Screen Add -on 8DO3 T8 AI 125 6FP95K Bug FlmR854/-Stlum. Vast 128 7SX112PSATS #8 x 1. W Ph. PH SMS (Assembly) SS 127 712MT Comer Key Wheel Aeeemlly(Stand.ml Nylon to 712WSS Comer Key Wheel Assembly MD) 88 129 vadae Somen LocMng HelArew steel 130 71NWPPSDAX #10 X 1/4'Ph. PH EMS g ameen M. EE 131 78X12PPSMSX 1Nx 117 Ph. PH EMS 9 Dow ASL BS 132 09=4 18a. SpR.-.1W Vbryl 133 1818g8 Iscrean tlom Rbergbea J ROSOWSKI ($I NO CHANGES THIS SHEET. U104/06717 ( NOTES: 1070 TECHNOLOGY DR I1 �� 1) ITEMS # 14-18.48-09.53.59, 72-74.80, 81. 84, 85, 87-89, 98 & 99ARE NOT N. VENICE, FL 34275 USED AND ARE NOT PARF OF THIS APPROVAL (941H80-1600 ISISGD44701EI MS j 21 OF 21 Ni MD-54VO PRODUCT REVISED `xmmx oµYlL 6m14)ng lying iN the Florlaa NOA-No.GO 17.0420.10 ���gt1Y L No. 58706