Loading...
HomeMy WebLinkAboutNOASCANNED BY �t Lucie County M IAM FDADE on DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 1070 Technology Drive North Venice, FL 34275 SCOPE: 9 0v,--"(off MIAMI-DADE COUNTY PRODUCT CONTROL SECTION It 805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 w .miamidade.2ovleconomv This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "DH-5560" PVC Double Hung Window —L.M I. APPROVAL DOCUMENT: Drawing No. MD-DH5560-01 titled "Double Hung Window Installation - LM", sheets 1 through 14 of 14, dated 05115/15, with revision B dated 06/06/17, 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: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modellseries, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall he 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# 16-0714.09 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No.17-0630.10 MIAMI•DADE COUNTY Expiration Date: September 17, 2020 'Q )Z�'i Approval Date: November 02, 2017 / Page I PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.15-0812.04) 2. Drawing No. MD-DH5560-01 'titled: "Double Hung Window Installation - LM", sheets 1 through 14 of 14, dated 05h5/15, 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, Duraseale spacer system, Super Spacer® NXTrmspacersystem 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.16-0714.09) 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, TAS203-94 along with marked -up drawings and installation diagram of series 5460 and series 5560 PVC double hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8006, dated 04/27/15, signed and sealed by Idalmis Ortega, P.E. (Submitted underNOA No.15-0812.04) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 5560 PVC double hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8007, dated 04/28/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No.15-0812.04) Manuel P , P.E. Product Contro E miner NOA No.17-0630.10 Expiration Date: September 17, 2020 Approval Date: November 02, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5' Edition (2014) and FBC 61 Edition (2017), dated 07/30/15 and updated on 08/29/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No.15-0812.04) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS (coNT1NUED) 1. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc. for their "TrnSifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04116/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h 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. Manuel P.E. Product Contr Exa finer NOA No. 17- 30.10 Expiration Date: September 17, 2020 Approval Date: November 02, 2017 E-2 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (coNTINUED) 3. Proposal issued by Product Control, dated 8/6/14 and revised on 8119114, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. (Submitted under NOA No. 15-0812.04) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No.16-0714.09) G. OTHERS 1. Notice of Acceptance No. 16-0714.09, issued to PGT Industries, Inc. for their Series "DH-5560" PVC Double Hung Window - L.M.I." approved on 08/25/16 and expiring on 09/17/20. Manuel Per Product Control amin r NOA No. 1 .10 Expiration Date: September 17, 2020 Approval Date: November 02, 2017 E-3 54' MAX. BUCK NOW 8, SEE 30•MAX. D.C. SHEET3 A. SEE — SHEET3T EQUALLY SPACED ANCHORS PER TABLES bt1 X /TT v EQUALLY --- SPACED ANCHORS PER / TABLES&11 / I� 54• MAX. BUCK WIDTH B, SEE �_ 30' MAX.O.Q 12' MAX SHEET3 AI SEE —13'MAX SHEET3f 12 EQUALLY SPACES EE TABIEA ANCHORS J_ PER TABLES eH 04• T MAX 10' MAX. O.C. BUCK HEIGHT D.C. EQUALLY SPACES -�— ANCHORS I PER TABLES &11 ELEVATION FOR TYP. EQUAL LEG FRAME SHOWN WITH EQUAL-LITE CONFIGURATION THICKARETO 1 TOPSASH VISIBLE LIGHT WIDRI TOP / SASH VISIBLE / /LIGHT HEIGHT X X Q __�jl.4TLQM SASH VISIBLE j LGHT HEIGHT / TART F A' MAXIMUM G.C. SPACING GINS Types A0ow Meeting Roll 5.8 15.1fY 9-16 12' 1 / 2J �MAX. S. SEES BUCK SHEET —�— HEIGHT & SEE F— SEETABLEA SHEET3+ EQUALLY SPACED - ANCHORS PER T TABLESbiI 10-MAX.O.C. 38or MAX.O.G °1 54' MAX BUCK WIDTH all- MAX. O.C.-r{� 12•,MAX SEE TABLE A Sr MA) MAX.IOBUG 10'.C. HEG33.80PMAX.O.C. E12h SIM MAX. .9 DESIGN PRESSURE RATING IMPACT RATING VMIESPERREINFORCEMEW LEVEL, SEE SHEETS &] LARGE&SMALLMISSILE IMPACTRESISTANT 52-UWMAM.BUCKWIOTH 8SEE &9SHEETS r 1-114' X V B4 BUCK HEIGHT ASSHOWN T X (B l__ SE MEETS 8 C —, 1 B— I -. JNOANCHOR3AT SILL Y-� JNOANC ORSAT ILL REERILL WEEP- Bf -( 0�--_,� 1- \ SEE BILL WEEP- tI4' —�I SEE3ILL WEI BOTTOM SASH VISIBLE NOTCH OETAIL3, NOTCH DETARS, NOTCH DEEP LIGHT WIDTH II__t SHEETS SHEET3 SHEET4 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 ORIELIPROVIEW CONFIGURATION FORCUSTOM COTTAGE CONFIGUHATIONUP TO ANCHORED THROUGH THE NAIL -FIN 75' HEIGHTSEETABLES&11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) HUNG WINDOW DREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). GENERAL NOTES.................................................1 FORINSUI-ATEO GLASSINSTALLATIONS ABOVERIA IN THE HRRZ,WE OUTBOARD LIT SEE ELEVATIONS...................................1 DE COUNTYAPPROMEDMASONRYANCHOR .MATERIALS USED FORANEVALUATIONS WERE SOUTHERN PINE. GLASS &ANCHOR OPTIONS ............... ICHOR TYPE. INSTALLATION, FIANGE & EQUAL LEGIBOX..... 3 'ALLATIONS. I X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS INRTAI I AMON INTEGRAL FIR &&CHANNEL.-4 NT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TOACHIEVE REOVIRED MIN, EMBEDMENT. WSL ANCHORS OVERALLSEAUNGTI.ASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BYOTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. E REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE USE SHIMS CAPABLE OF TRANSFERRINGAPPLIED LOADS. LOADS BASED ON STRUCTURAL & CYCLETESTINGPND GI -ASS PER ASTM E1300. LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL &CYCLE TESTING AND GLASS PERASTM E1300. TO RESIST THE WINDLOADS CORRESPONDINGTO WE REQUIRED DESIGN PRESSURE.THE 31113%STRESS INCREASE RASING )URATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORSTRAT COME INFO CONTACT WIT ,ITS OF THE FLORIDA WILDINGCODE FOR CORROSION RESISTANCE. m RFGI BRPMFNTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BYTHEAUTHORR'Y HAVING JURISDICTION. USER INSTRUCTIONS: 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT FROM ASCE 7. 2) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR3ACCORDING TO THE INSTALLATION CONDITIONS. 3) KNOWING YOUR GLAZING OPTION (TASLE 1). WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 47. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1. 4) DETERMINE THE ANCHOR QUANTITY MOM TABLES B-11. VERIFY THE ANCHOWSUBSTRATE WILL MEET REQUIREMENTS FOR YOUR OPENINO'S CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN, REQUIREMENTS FROM THIS SHEET -SET ARE MET. 51 INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET FOR INTEGRAL FIN INSTALLATION. NOTEDESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (bCHANNEL, FLANGE, INTEGRAL FIN OR EQUAL LEGIBOX). LYNN':� 9 -T r` 1073TECHNOLOOYORi AO •'. ATE F r' �� N. VEWCE FL341T6 (841)48&1800 P : 24U ' F(ORID; : � \ mPrw4Hreln] TAILS................................................ 5 :BELRES........ ...... ............................. 6:7 JANTITIBE......................................... 0-11 PROFILES......... .... ...................... .... 12 & PARTS LIST .................................. 13-14 .2014 FLORIDA BUILDING CODE (FBC), STIR EDITOR -ASTM Elmo-09 .ANSVAF&PA NOS-2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL,ADM-2015 UPDATED TO FBC 2017. - JR - 06/06/17 PROOUCTREVISED �IPIYa3 wilNea FlmMa BPi13iuR Cale }f��I/� A F DSC/ WW BMR= Dad-PfMuet I GENERAL NOTES & ELEVATION I J ROSOWSKI I JDOUBLE HUNG WINDOW INSTALLATION - LM 105/15/15 1 1 OF 14 1' ALLOWABLE GL Glace Type -_ -_ Description (Used new Exterior to lnbdo0 Design TAMea Prawuw Bheeto 5 7/e' LaMreted I.G.: 118 A Exterlor Up+711V Air Spica +SfI V lemfirawd: (2) Mics of 1l0' A Glow mm.080' PVB Htedayar 4.5 6 0 71W Laminctod LG.:LO'TEatedor Cap +7116'Air Space +5118'Lamineled;(2)Use of l/E A GI... WM.o9M PVB IMedayer 45 6 7 71W Laminatad I.E.: W18' A Eateliar Cap +31W Nr Brace +Mi6'LamlrMhed;(2)Was o1118. A Glass Wilhow PVB ht°dayar 4.5 6 0 718' LaMreted LG.: W18' T ExteriorCap +Wr Air Spica+5/1WUnshaded; (2) Wea Of 11W A GIae MN.OBO' PVB Inlawyer QS 6 9 11W laminated l.G.:1/B A ExtallorCap+711W AMSpaca+SIB'Laminaled; (2)Ut. of IW H 01. Wth.W SG lnbhyer 6 7 10 718'LemMawl I.G.:1/@TExt,dorCep+7/18-Air Spaoe+6/18'laminate;(2)Utae 011V H GI... wIU1.090' SG Ime4eyer 6 7 11 71W lamilubd I.G.: W16' A Extedpr Cep+ WE Air Space+ M18' I.Omm tad; (2) Lltee Of IW H Ghee a4h.o98 SG Inbdiyer 6 7 12 7/0'Laminated l.G.:3H8'TEatedor Cep+Siam Nr Spice+W16'laminaNd:R)Me o11/8' H Glass Wth.098 SG Mbdeyer 6 7 19 71r Lamlmteci l.G.:1/B A Exbdor Cap+ 511E Ah Space + Tit W eminalvd:(2)Lit. or TIV A Class wiN,WP SG lntell°rir 7 7 14 1;Laminated LG.:l/B T Exteror Cap +M18'Air Spaw+7AW Leminded;(2)Law o13/18' A Gino eiN.09R SG Mladey°r 15 ""minetad LG.: VIVA EdWor Cap+114'Air Space +711E Laminate;(2)Ubs or Wl6'A Liss e4N,09D' SG IModoyer ] 7 16 71W Lamm°bd LG.:W16'TExbdorCap+1/4'AlrSpace47118', lUmMided;(2)Lee. Or3H8' A Fla.-.e8h.O8P SG Mladep ] ] Anchor Substrate Min. Edge Distance Min. Embedmenr JA 010 SMS (meet, iSb S.S. ar 4f0 -8S.a P.T. S Pine (SG .55) Steel, A36' 31E COST Steel Stud, A653 GL 3r 3/E 0.0451- (in Ga.) Aluminum, 6063-T6' 318' 0.05E 311E steel Ultracon P-T. Southern Pine (SG=0.55) 711E 131E (an. 2.85 ksp 1' 131E _Concrete Ungrouted CMU,(ASTM C ) 2-1Yr 1-1/4' 9 yM2 SMS (sleet, 1S8 S.S. a 41S.S.) S.S._-Steel P.T. Southern Pine (SG=0.55) 911E 131E Steel, A36' 3rE 0.05E Stud A653 Gr. 33'. 3/E 0.0451- (18 GB,) Aluminum, G063T5' WE O.OS3' 7/4' steel Ullrecon P.T. Southern Piet (SG=0.55) 1 131E 1/4' steel Cretelex P.T. SuAhem Pine (SG=0.55) 1- 131E 1/4- steel Aggre-Gmor P.T. acumen Pro (SG=0.55) 1' 137E C 1W steel Ultracon Concrete (min. 2.55 kept 1' Ungrouted CMU, (ASTM C 90) 1/4' Steel Crele3ex Concrete (mln. 3.35 ksl 1" 1314' 114' steel URracon Cancreie (min: 285 ksi) 2-1/r 13'4' 0 1/4'stealCreie3ek Carcrete(min. 335 k9i) 2-i/r 131r Ungmuted CMU, (ASTM CSO) 2-10 1-1/4' Concrete min. 3.275 ksi 1-tY2` 1 114' steel A�roGalar Grouted CMU, (ASTM C-90) 1 r 1r Group Anchor Substrate Min. Edge absence E 2-1/r x .131' Ocmm. Neil P.T. Sculhem Pire (SG=.55)' WE 2.1/4' 161lgshenk Roolip Nag P.T. SOMhem Pine (SG-.55) 318' F #10 Trloeead SMS (steel, 18.8 S.S. a 410 S.S.) P.T. Scutnem Pine (SG=.55) 1/r Aluninum, 6063 w No- Sled Stud, Gr. 334 318' 9leel, A3E We' #12 SMS (steel, 188 S.S. or 410 SS.) P.T. SMhem PInc (SG=.55) 911E Alum num, 8063-T5' WS' Steel and, Gr. 33. vir0.0150 BIeeI, ASS. WB' 0,050' 'GLASS TYPES 13 &15MAY NOT BE USED IN THE HVHZ ABOVE 3P. MIN. OF 3 rHREADS 3EYONDTHE METAL 3UBSTRATE. 'UNGROUTED 'MU' VALUES NAY BE USED 'OR GROUTED p W 4PLICATIONS. - MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. Frame Glom Frame Types Option Comlgs Insblle6on Options Net may a used (see Fig B) (we Table 1) (we Fig A) ....Into a Wood FmmdBuckstdp -ahem 3, op9on 1 Fling° 5.16 EwatL.w' 0Oa9P.J!" Though to tune ....she CcrcmtdCMU-seem 3. pllon2 .... through l%BuckelAp Into COlcretmCMU-sbet 3, opem3 (#2) & Cottage dtle Whom ...... ....MOO Metal -sheet 3. option 4 ..-Inte 2%WOW FrendBuckatdp -aheol 3, cpsm 1 box/ EquMrove, Throuhthehms .... Into Caram1WCMU-onset 3. aptlm2 Fq(44loNew pM) 16 OdeC 8 College6. .. Mthe Wnd......... N h11(BuckablInto OMCM&MU-sleet 3, r"on3 .... Mb Metal -sheet 3, option 4 Through the ....hire 2% Wood FnamVBucINI-ahem 4, Option JChennel Equawo, InWgGl h...... ....Mho Melel-sheet 4, aptbni �1) 5.8 Oa Cottage ThroughThrough the he =InWV Wood FmmelBucksulp - sheet A apron Metal- shot 4. option 8 Olft etndAr..........into Trough Ire ....Into 2k WOW FrandBuckstdp- sham 4. aptlm5 Inegel Fln Eq.I°B' 6...... Mbpmla ....Mb Meai- seism 4. Option 5-8 acot gew Throupht=am.....Into VWood FrendBuchMp-shht 4, op6m6 Metal - shot 4. option 8 rite wNtlmv..........lnb FIGURE A FRAME CONFIGURATIONS PEE EOUr/AL-ll1E ORIEL COTTAGE Materiel Mh Fa Min. F. Sted a.. 92 Mi 120 ka1 188 $Pna SO kei FEW 410S,:. 90 au 110kei Eko re-0 t A MR1 96 ke1 Elco UaeC*h& 410SSEIco CntcFlu® 155 kei 1VAIJ1169.7kc1 177 kol 6053•T5 AMminun IBlel 22ka1 A36 Steal h keel 5B kei Dr. M Stem BOW MMi 45 kei P.E. 1111InF11 Fn..FTYPFC © I' e �� I' OX B OR OLEG Ji Ji imO TECNNOIAOY DRIVE N. VFNICE, FL 34278 (941}4861800 I PorrroPm01Roaema°Aeea¢ /,u.n101IB PFEeN® 'A'=ANNEALED 'M= HEAT STRENGTHENED T=TEMPERED 'PVB BYKUItARAYAMAYAMTROPVB BY ERICA, INC. 'SG'= .090' SEN7RYGl_ASS INTERIAYERBYINRARAY AMERICA. INC. r PRODUCIREVISED ramPiYinB wish U,e Flai0a Building Cale A[nybnee No / 'D •W4/ rabien: Pxpirat nBae ANCHORS RE -GROUPED. BY - JR - 06/06/17 hlivn iris Na3nrt Orono er 3 ASS/ANCHORS/FRAME OPTIONS J ROSOWSKI OUBLE HUNG WINDOW INSTALLATION - LM 05/15/15 arlaa/NndaL scma, 9waG pvilap M. Rar: DH-5560 I NTS 1 2 OF 14 1 MD-DH5560-01 B EACH END. INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION I EDGE DISTANCE ANCHOREDTHROUGH EMBEDMENT FRAME INTO ZK WOOD FRAME OR BUCKSTRIP. SEE NOTE 2. THIS SHEET. EMBEDMENT FLANGE FRAME jj EDGE DISTANCE SHOWN —11/4-MAX TYP.ANCHORTY SHIM EMBEDMENT AND TVP. ANCHOR TYPE, EDGE _ EMBEDMENTAND EDGE DISTANCE PER DISTANCE PER SUBSTRATE. SUBSTRATE, SEE TABLE 2, SHEET 2. SEETABLE2,SHEET2. INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETEICMU. 1/4-MMSHIM y Oq 18 44 BryCE E BOTTOM VARIES SASH L1LJ 42 vnrHex q WEIGHT VISIBLE U U FLANGE FRAME 72 IS NOTES: SHOWN 20 LIFT. TOP VISIBLE LIFT RAL 1)USE ONLY LIGHT SUBSTRATE -APPROPRIATE HEIGHT ANCHORS SUSTLISTED ONTNTABLE 2, AND 49 21 FONDLE EDGET2.FOIBAWEMS. ANY EDGEDISTANCE LIIONSHNY OR INSTALLATIONOPTIONSHOWN MAY 0 O ANCH22 ANCHORISBE IS USED ON ANY SIDE OF THE 3S5'FROM WINDOW. IS ENO AND AT 45 46 47 CENTER. ONRY YBE BUCK T� U FOR INTO WOO ASPERORS USED 2, USED INTO HEIGHT 35 WINDOWS O L VMDB UM LESS SHEET 2ALL WOOD BUCKS LESS 50 IB OVER 36• MAN WI�E:ONA CONSID REDIICKARETOBE .1X CONSIDERED I%EOPTi EXTERIOR —� VIAL hAl.IF WOOD BUCKS ARE OPTIONAL IF 30 SCRE BCREWS UNIT INSTALLED DIRECTLY TO ®1gyS• SUBSTRATE.WOOD BUCKS T VISIBLE FROM END. 1- THICK E 1.1W 2IX 88 LIGHT BUCKS GREATER. AN BUCKS TER OR GREATER. HEIGHT SHALL (WHEN USED) SHALL BE DESIGNED (W 1 16 TO PROPERLY SUCCKKS� THE STRUCTURE. TRANSFER .1_ TESTED UNIT LOCATION: IS THE (2I 1' O g3 FROM SASH END. RESPONSIBILITY OF THEENGINEE INTERIOR RC ITECT OF RECORD. ORARCHITECTOF RECORD. OR ARCHITECT WEEP NOTCHES 31 LELIGHTWIOTHORHEGHT D. EACH END. 30 (&SO REFERRED TOAD DAYLIGHT OP50 OPENING) IS MEASURED FROM BEADING TO BEADING. ECUALIEGIBOX FRAME SHOWN 2T X 125'1 - ,. VERTICAL SECTION B-B VISIBLE LIGHT FORMULAS NOANCHORS WIDTH QSASH: BUCK WIDTH -g1Q' EOUIRN REDIN ® FIXED LITE: BUCKWIDTH-7-10 FLAING EQUAL-LEG HEIGHTIEGUALiREI FRAME SILLS BUCK HEIGHT2-4MW 1/4' MAX SHIM * j' No.58705 A. INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND IX BUCKSTRIP INTO CONCFETE/CMU. SEE NOTE 2, THIS SHEET. EMBEDMENT 18 114-MMSHIM VISIBLE 1T EDGE LIGHT WIDRI— ❑ DISTANCE TOP BUCK'MDTH HORIZONTAL SECTION A -A 1/4• MAX SHIM SMS(G5),SEE TABLE2. SHEET2. TYP.ANCHOR I AND EDGE DISTANCE PER '- EDGE SUBSTRATE, ', DISTANCE SEETABL�4. • •EXTERIOR GREET 2. E JIII .EwOx FRAME SHOWN ID I FRAMING OR STEEL STUD. QUAL LEGJBOX UI SHOWNE OIJ B HHOM B �� EXTERIOR �e INSTALLATION f1 INSTALLATION OPTION4 V OPTION PRODUCT RSWSED ANCHOREDTHROUGH ANCHORED THROUGH ,v wmplying witN�he FtwiHn FRAME INTO METAL FRAMEINTOMETAL TwC,, �.I`1sD,nn iy2 Re Nam: pimlion= P'�W NO CHANGES THIS SHEET. By DeecHPBm: 1DMTECHNOLOGYORNE FLANGE & EQUAL-LEGBao OX FRAMES J ROSOWSKI N. VENX:E, FL U275 w. — (041}4BDEaa 1 DOUBLE HUNG WINDOW INSTALLATION - LM O5/15/15 \\\ P[TfeaUBIWFARc SaHen/YPEeI: Smb: Sheet Omwlnp Na Rer. P.E. DH-5560 NTS 30 14 MD-DH5560-01 B INS I ALLA I IUN Ut I AIL.1,- I -UK IN I tUKAL YIN 6, J-t rlANNLL rKAIVICA INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FFWME ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDINT02XWOODFRAMEOR IWOM WOOD FRAME OR MENT BUCKSTRIPSHEE NOTE 2, THIS BUCKSTRIP. SEE NOTE 2, THIS SHEET. EDGE DISTANCE ANCHORED THROUGH INTEGRAL -t EMBEDMENT SHEET. FININT02XWOOD FRAME OR 1l4-MAXSHIMIld"MAXSHIM BULK -STRIP. SEE NOTE 2THIS EDGE DISTANCE 8SHEET. TYP, ANCHOR TYPE, VISIBLEJ FRAME EMBEDMENTANDEDGE 18 LIGHTWIDTHSHOWNN 1 DIST ME 1 TABLE 2, SHEET 2. BALANCE Poi ZVARIES 14 TYPE BOTTOMEMBEDMENT SASH �1l4•MAHOR TY TYPE, DISTANCELJU WEIGoHT $q 30 I�TI II —fir] 42 WITH SASHEMBEDM ,. NT EMBEDMENTANUBSTR g1 �IJ DISTANCE PER 9UBSTRATE, J— SEE TABLE 3, SHEET2. TABLE 3, 18 SEEEDGE n� T� IIp tl �D` SASH INTFN� EMSEDMTYRANCHORTYPE, 85 OJ-CHANNEL 0 J VISIBLE �o—ILIGHT MADTH oD E DISTANCE PER SUBSTRATE, SEE TABLE 3, S 11 SHOWN (NAILSHOWN)SHEET2. FRAME 87 72 19 NOTES: SHOWN EXTERIOR VISIBLE 20 OPT.SASH TOP BUCK WIDTH LIGHT LIFT RAIL Y)USE ONLY HORIZONTAL SECTION GC HEIGHT SUBSTRUkTIE-APPROPRIATIE ANCHORS LISTED ON TABLES 289 OF SHEET 2. FOLLOW EMBEDMENT DADE APPROVED MULLION, FBC COMPLIANT ALUMINUMISTEEL FRAMING OR 1/4•MAX STEEL STUD. 49 I 21 FOR ALL 22 AND DISTANCE LIMITS. MY �1 INSTALLATION OPTION SHOWN MAY SHIM MAYBE VERTICAL ORHORIZONTAL. SEE SUBSTRATEPROPERTIESTABLES 283, SHMT2. O O ANCHORS ANCHOR BE USED ONANYSIDE OF THE BE 19TEANCE 75 3.55"FROM WINDOW. END AND AT 45 46 47 CENTER. #10 OR#12 STEEL �.I 114"MAX. 2)MASONRYANCHORSMAYBE SELF-0OMLLING SHIM T� BUCK LI O FOR 35 USED INTO WOOD AS PER TABLE 2, SMS(05), SEE SHEET2,ALLMODBUCKSLESS HEIGHT 5O WINDOWS 16 OVER36• THAN 1-lW THICK ARE TO BE O TABLE5283. Dq SHEET2 �I WIDE: ADD CONSIDERED IX INSTALLATIONS. EXTERIOR 30 ADDITIONAL 1XWOOD BUCKS ME OPTIONAL IF SCREWS UNIT IS INSTALLED DIRECTLY TO VISIBLE g0 LIGHT HEIGHT ®163IB• FROM END. SUBSTRATE. WOOD BULKS DEPICTED AS 2X ME 1-In. THICK In(^ OR GREATER. IX AND 2X BUCKS (WHEN USED) MALL BE DESIGNED IILIAIIIJII FIN ANOIOR (2)1" L 16 TO PROPERLY TRANSFER LOADS FLANGE REMOVED INTERIOR UNIT TO THE IN -FIELD WEEP LOCATITESTEON: 84 IOOS THE AND INSTALLATION INTEGRAL FIN �I �I 89 FROM SASH END, RESPONSIBILITY OFFTHEI ENGINEER ` l NOTCHESAT EACH END. 31 ORMCHITECT OF RECORD. FRAME SHOWN u 3) VISIBLE LIGHT WIDTH OR HEIGHT INSTAL LATION�o EXTEnRIOR INSTALLATION�e 2T•X11S 7 WEEPHOLEO 30 (ALSOREFERREDTOASDAYUGHT OPTION OPTION PROOUC'r REVISED WAMVER® TYP. ANCHOR TYPE, EMBEDMENT AND V OPENING) IS MEASURED FROM ANCHOREDTHROUGH ANCHORED THROUGH FRAME INTO %emnPlYme wilN the Florida 2.8T FROM EDGE DISTANCE PER SUBSTRATE, SEE BEADINGTOMADINO. INTEGRAL FINIMO METAL METAL (INTEGRAL FINIFNNGE RE MOVED) Building Codn Amcplonm No/ 'D t% ITS EACH END. TABLE 9, SHEET 2 (SCREW SHOWN) ` Q°U1bn. Oetc 1/PMAX NY LYNN�''. .. �. �'c NO CHANGES THIS SHEET. ByNmwl ,2WllI INTEGRALFIN INTEGRFRAME HOWN 0 SHIM '�`�O" GM ..V J Ngoml Pr o VISIBLE LIGHT FORMULAS NOANCHORS REQUIRED IN T WIDTH * ; No. 58705 ® I pr#•n 6y FRAMEMLIFANCHORING THROUGHTHEFRAME. @SAM:SUCKWIDTH-&1W `� ®FMDLITE:SUCKWIDTH-T-1rz• = — DuuWHnm gip'.• 6 '•7 �\ 1D70TECHNOLOGYDRNE J-CHANNEL B INTEGRAL FIN FRAMES J ROSOWSKI EDGE DISTANCE O SATED T- NVENICE,FL3L 5 �' INSTALLATION OPTION 5 HEIGHT(EQUAL-LITE) q (841H4B0-1fi00 DBn: 'BUCKHEIOHTR-43/B• ':cS•"O.":°""'G"�` HUNG WINDOW INSTALLATION D°M: ANCHOREDTHROUGH EMBEDMENT DOUBLE ''6S�ONAL #E1 - LM OS/15115 INTMRALFWINTO2XWOOD—I - EN I`V` ror FRAMEORBUCK-STRIP.SEE VERTICAL SECTION D-D 'I/1 1' 1"" AUAaHre BeaFmEo $e"°�°d'"' sa"" slmn: ALYNIV MILLER, P.E. DH-5560 NTS 4 OF 14 °'°"I"P Rrc MD-DHE5 01 B NOTE 2. THIS SHEET. P.E#58T05 CERf.OFALfIH. p3288 --�{ TIB'NOM. Imo— 7/8'NOM. Tle•N NOM. I 718'NOM. 5/16°A/A PVB 5/16"A/A PVB - 5/16"AIA PVB 5/i6'A/APVB 5/16°HM SG 7/16°AIRSPACE 7/16"AIRSPACE 3/8'AIR SPACE 3/8'AIR SPACE 7116'AIR SPACE 1/8" A_ GLASS 1/8° T GLASS 3/18" A GLASS 3/16' T GLASS 1/8" A GLASS a EXTERIOR (�E%iERIOR aE RIOR EXTERIOR EXTERIOR Ean 7a]e 76]9 7o-70 GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 WHO I� � T1B'N 71V NOM. Imo-- -+{ 7V ON, � � 7/8. OM. 5116" H/H SG 5/16" H/H SG 5/16' HM SG 7/16" A/A SG 7/16" A/A SG 7/16" AIR SPACE 3/8" AIR SPACE 3/8" AIR SPACE 5/16" AIR SPACE 5/16' AIR SPACE 1/8" T_ GLASS 3/16" A GLASS 3/16" T GLASS t/8° A GLASS 1/8' T GLASS aEMRIOR a EXTERIOR a EXTERIOR a EXTERIOR 6 EXTERIOR 7e.79 7a>6 7s7B 79.]a b» GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 TIB'NOM. T/B•NOM. 7116° A/A SG 7/16° GIASSTYPES 9THROUGH 1/4"AIRSPACE IW ETYP. 1B MAY NOT BE USED 3/18°AGLASS 3/1 WITHJCHANNELOR • INTEGRALFINERAMES aEXTERIOR TYPES 5, 7.9.11.13 7F70 AE- 'GLASS S 15 MAY NOT BE USED IN 1 THE HVHZABOME W. PRODUCTREVISED GLASS TYPE 15 GLASS TYPE 16u4g�& 77 OLYNA,'NOM.OLASS ° NO CHANGES THIS SHEET. R, Miw • • " • ' ' GLAZING NOTES:' TYP. GLAZING DETAIL A'•A""FACED "H'•HEAT STRENGTHENED = *, r No.5B705 * - v '• � ••--'�'•••��P7''' a; 1m0 TECNNOLOOYDRnIE -GLAZING GLAZING DETAILS Bmm By. J ROSOWSKI T=TEMPERED ��''. O'•47. 4/� N. VENICE, FL 312T5 7Ma: 05 -PVB'=.OBO•TROSIFOL®PVBBYKURVUkYAMERICA.INC. - S •. f �/` (B41)450.1800 INSTALLATION-LM 05/15/15 •SG'=BBD'SENTRYGLASGINMRIkWRBY KUFURYAMERICA INC. 'i Fs '' ORIDI;..'G\?: 0 7 DOUBLE HUNG WINDOW I. 2. NAL rmemsm�aes. s„pyy�.r. sml.: SIE arv" Na mv. FOR LAMINATED GLAZNG COMPONENTS, SEE TABLE SHEET �E1`N.�� d({'MI MIBLER`PE. 'uLenxlea<smvl=n DH-5560 NTS SOF 14 MD-DH5560-01 B P.f.------ CA OFAUTH. A28285 ansc AIR SPACE 6" T GLASS aEXTERIOR >am STRUCTURAL OLYISOSUTYLENE WRH DESICCANT STRUCTURAL SILICONE FOAM WITH DESICCANT FOAM EKT. GLASS ,. POLYISO- BUTYIENE SEAL ROLI.PORMI STAINLESS STEI W NOW. Is KODISPACE 4SG TPS ELTBUTYL B16-NOM. SUPER SPACERS NXTTM GLASS DURASEALO a SPACER GLASS ,NT FILLAREA Vl V' NOM. ILICONESEAL XL EDGE"" SPACER Part# Description Materialm 76 Komerlin9 4SG TPS Spacer System 77 Ouanex Super Spacer nXT With Hot Melt Butyl See this Sheet forMaterials 78 Quanez Duraseal Spacer 79 Cartlinal xi Edge Spacer EFERE CE TEST REPORTS: FL-8717, 8908 & 8970 TABLE 4: Gle.TM. Dealan Proaaure, INSW 6,R1&e +50.0/-50.0 Rel .IIReM level: R1 Fael aiMmva euh U. Fm Tebbe ANCHOR GROUP AND QUANTITY. TOP SASH HEIGHT HEADER MEETING RAIL k',W exrw0a BOTTOM SASH HEIGHT �SILL SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT & GLASS TYPES 5-8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APP LY TO ALL FRAME TYPES & CONFIGURATIONS) TABLE 5: Glearypec Oaepn &Rm26. /SM1-7lvu0uqlbMl m Realle,eraum.1vl: Fneq xbgo+wBPa5re.e0uS SEETABLE 9, SHEETI)FOR ANCHOR GROUP AND QUANTRY HEADER 1 TOP `J SASH HEIGHT NOTES VMEETINGRAIL TABLFSFORALL WNDO IN WINDOWMEORILLEDTIlROUGH Q ALFIN. THE FRAME ORINTEGRAL FIN. FRAME DWENSIONSARE BUCK. JAMB 23 23 25 SASH HEIGHT IS AS PER THE I e FIGURE. ENngpH BOTTOM SASH 3)FORSIMNOTWOWN,RDUND 23 HEIGHT UP TO THE NEKT AVAILABLE 23 WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. SILL Ett1FnA09 V SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMENT & GLASS TYPES 5-8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES& CONFIGURATIONS) PRODUCTREVISFD NM1 the tTmen euildeg Cute R P mm Omc NO CHANGES THIS SHEET. NO B> Mimi ea * j No.58705 u ° /�/` (* +aroTEDNNaooroRNE SPACERS & DESIGN PRESSURE TABLES ROSOWSKI 7) [p �Z�� :• 1f/: N. VENICE, FL 3l 75 i (CS'........ ..••G�2�: rnm11 DOUBLE HUNG WINDOW INSTALLATION-LM 05/15/15 NAL V.E`vvA� S°M°�MeIY: SWa: aria!: dmip Nd Fs.: REX 0705 CERf.OFpUD&e1023B DH-5560 US 6 OF 14 MD-DH5560-01 B e.11w•: ]1an.1. .n BODan 11 ppeAOYmbOwn Pnvavnmv nynanuq BUAlbyx FOnlmYlpn PnYure l6.11lj Ilro Pn) A") PmSn D muAaYmw .Bap -t a Epnlu nan-vn..ma 4mn .m.D nmo noo .Imn Bn�mavYw vaa-u.na •mD -um aoo -nao No -noA TYI men-unl .mD -1- •m.o Im➢ 6Y•YOGIYY men.mNe .m0 -uao .m0 -Imo .mn nlDn aiam eawu lams-mme .mD -1 o rD.D Alo..mo 4m➢ tNgpM.e ea&batl Iwtl.lenle I100 .m.e 1 -IIOA uam-u.ela aao -uao .ro.o mnD .roA .noa fYY.I me11-]Idle .RO -IIPD .mA -1m9 +m0 n.1D ab11-me10 .RO -110. •l.. -110.0 aao -IlmYgPa61)-Am6 •RD .IInO .md 41. •mA Almn -I10.0 •mAmY•'I0.q..m010 ..Olaao .m➢ 110.0 am • men.am .RO 11.l .Imo a00 am0nto•ma nmolb JE- qua[. l[. NOn. mn -urea .rao "o.1 4mA .mnAem1.4100.lm .xio -uno .m. alOo +mq mm N hall-x.le .m.D -noo .m0 a0a -11 WWPVYv Wlmlan. 1601e-xl1m Hginag0 •m0 •m➢ .flm 41oD NDA aoA 41*1 -110.0 -110.0 .m .mn ID14q -rq -IIPD uan-u.ele .mD -nno no.D -rem am nmo a�Ya� nlao .HIo enNY.NdID➢.. aan.aeim . .rem .mo .1 .noo .n0.D w1eA1m. ]xan-n.ele .1.�0 4m0 .man u no x.n.ss.ele naD -Ho. no .ron Imo .m0 ."Oo ww,ea. adn-mme m Io .m.D 4 .urea et IWgM1VN+ ao4.DaY mblr mYO • -IIPD ♦ .ROIIPD m.om-Bm1e 1. aao -uno .rao mon .1.110o . wlmaY mole-m.am w . -uno .HIn .noA •mo -lma IoneY a60.16010 .1.0 410.0 •m0 -ImD ,0. -IIDD avWl ",0", l.a1. .RD -tire..m0 "Oo .RO -1100 .00 .me rem➢ .mo -uoo ammo. aemam.1'.. .ro0 mao + D -uoo .roa -um um ea. +RD mao aao -uea .mD -rem o.mAai. nY.e1e •m.D n aao m m.n-uele Ao.e . .mA -noa BYYY1PAnn m511-a.le .m0 -11a0 .m -11m •RO -IY➢ 0 ablr-Pale . ao0 -Ito➢ .mA -Itm l--. CIIYn F4. Y.ele-a..4 .mD -no.o .Ro -rem .mD EyW. �D°0 .ma -nD.D .m0 Ana .mo alm mYAem •m0 .nao ma 11. •mD .um n .lm .... m.. •RO 41. fiwawPmr -a]m .mo -nno .roa 41m .HIP -nao a MIN. SOTTOMSMH HEIGHT= WINDOW BUCK HEIGHT-48.481 NOTES: 1) USE THESETASLES FOR WINDOWS INSTALLED THROUGH THE FRAME. 2) FRAME DIMENSIONS ME BUCK. SASH HEIGHT IS AS PER THE FIGURE. a) FOR SIZES NOT SHOWN, ROUND UP TOTHE NEKT AVMLABLE WIDTH OR HEIGHT DIMENSION SHOWN ONTHE TABLE. y41t'YNE- BnDbO�t]dYoon reap •RO .uW . dm. an0 n .m0 ImO . 0 .ao aW.p•aao .no -u00 .roa -noo .me -Im0al'm'nY uan-IASIe •m0 -l1m 'TOO Aloo -nod .mon 0 .Ron 00 .mD .I+nD .xia nlm .m0 n 0 R0 Aaetlam-nnm .mon mo +mo .mA n+ao ron D.o .mo nmD .mA -010.0 m -11..mo -uoo l w me m06tlq.more "0..1 .mn m .11m .1A Ro GAa]m]Y Iw+e-mb+e nno -HW .ma .+ o .10➢ n .mo -1 .11.. +1 noA .Ro mm 5tnau.en-Iwle am -11..roD -uao .mo -rem .RD mnD .ra. nmA . rem -naD ."..11.11 1 YYi-ale+e .mA -n0A .RO-um .mA mao .mo nm.0 .mA .uno .m0 mao ao.o +cOa m61]-afire .1n0 d10.0 .RO -110.0 .RA -11n0 •l0A -11n0 .RD -HnD .mA -11n0 +mA -+100 .m.0 410.. abYN fd1.« 9]en-m.e1e • -IIaO .ma -Ilw +mD -1+n0 aao -11 n0 +mn -I1a0 •]ri nln0 rR0 -I10.0 +RO 4100 4 Ey1N Re11-Ile1e • 100 •mA -I10.0 •l0o n10.0 rm I10.0 +m0 -110.D •mA -11a0 .)m +I10.0 •RO -110.0 6Yv0q Pan. ID010-mole . -IInO •m0 -IInO +m0 •Im .RO I1 +Ra 1a0 11n0 +RA 41w +R0 -Ilm Ildll-160+6 ♦ 1100 •R0 -Ilw •RO 1. .110 ..0 •HID -I1. P0 •mA a 0A -n0.0 •m0 -It0.0 .u10 o0o •.mmo 0 •mA n10.0 +RO -1100 a mell.ml.. .mm0D 4 ..mmo --Imoo 1o.o .R .11D.O .MO .•mRo 'it".umno mma -mna o0 ..mmAA -1109 eeuuilm.YesramtYw me11-mma mD .nomnOoo .160 rem .11. ..11o.m110.m110o ma 4-1n010A. Fgallu men-m.e+e .mo -n00 •mo n+no . 0 .rem wn0 .1 0 -noo .RO -Imo .mO amo .mo -lo uravw. mol..mne mo Bo q Am mn rao uao ono. MY08W 11.OH.Jm a .loA 4100 •iao 4100 +lw nlm 1.0 m0 •RO -1110 •Rn .o m0 -1lo- 1 nae-vem .mD -uoo .roA -nao . 0 is -no.o .0 .lao .mo -noo •mn .rem .N.O .nao .mA a]0.a rwu men-mme .mn -Imo +mo .xaD .rao -rem nD.o mo .noo .RD .um .mA mao .mA -rem Peumnm.Y ann-mma .mo -uoo +m.0 -nao aoo -1 m lo.000. .mD -noo .rao -1 D 1mRn M;i--aRb8l1o0 •+TR1AO --IlIlom➢ rr. n1n0 • .1 am -0.lne -1100 •R➢ ;m 1lmR-tm 1R' lOO -tA •.0 -11. am -1.0 +n na yme eCIYWEYpammDeamwn. .. wm-melo .]m nmo ooD nmo aao -nao nD.D -uno .mo .nno .rao .rem .. .rem .mD _Iqq 4tlpnaW 1-Imle .Ro -Ima •rao -11. 110.. NOO .m0 ma0 •o0 nmo .RA 41no .mo PYanaY .RO .noA .mo 4lo..1 -1mo .mo -n0.0 aoo alo0 .mo -un0 .mo -n 0➢ .mA nmo .RO lo0 -u0o H.Snn.]le n • ➢ +m0 nma .m0 -rem ....,l.. •RO -Ilao .R0 -Imo .m.0 nmo •mn -0fa0 6Yn]Nfaey l".. .11m ann 4 0 .mo .mon A .Ro nm.1 .mo .1a1 O.bnaO. -Yam . .me o .110,..m .uao .m0 -1'n0 . .nw .m m .mo -w.l Ewn mbn.uam . .rao .110.. D •m.e .1 a .me -mflr ylunsk. mni.xien .m0 4im . urea .mn nIm .10 .mo mno .Rn 1 6tr lePmY/ m61i-5661a• nIPO.mA-tire. ... 0.R0 ol,l 100. ..0. Blom-]wn .HID -IIPD +.. 41. ..0 -Ima +R➢ n .RO .YA .mA e1 ae .-.0. e.Ye-ume .m➢ .11. +no mao .1m .Ilm .Ro nmb rl. -Ima •mo .6a9 .m.0 el .mo e].l m 11811-1flYe .Re .l ➢ .10A nIOA .RO -b]fi •m0 86a .RO Mb .im me .mo Wa ➢ RaaM m.0 .NO .AA 4lO.0 iYw1 men-.lm .mo -uo➢ . -um .mn .m.o eB .me ooa rem m .mA R eq.1]b men-aeu .m9 IIO-0 .ma -1m0 .m0 nma .RO .IM1 .mo .1. to o -l.. •ro0 sY .lOO W oaloneY umr-mem a0A -um .mA nlen .Ro -lmo a0.o nmA .Ro n0x1 .m.o -IOiI .m0 ipe .mo a] mlan. en.Yele maD Pare .um .mo m.r .m.o a.a .ma al .mo mA .lOO aBa +R0 no m mmi-ue4 • nlw . aoo nm.e .]O.e aY.a .R.o aB 8.0 aVaWOaioM uan-mem . .RO n e .mn 83.0 .me al . ± o mb +mo MO mBY mYl-mY. .R0 .11�Y +RO n14L •m0 8/ 0 82] .Re da +R0 W Cu1.meD. Y.ee-mme rm0 -1 4m0 •RO e.] •mD aD •me 81 •RO a. EpYan •rao -um .roA nla.a Pore area aB.o aio m.D aoo mD .m1 mo o ao fvl«iam wn.43Y ma nma .mA n n N?e .mo 890 .mo ea .ma N1 aao aI •me .Rn Y aeeti-meld +m0 nln0 mA .RA 81d •mA ES •RO A 0 daA •®.r na auwnDay. -male .m,o .noo .mo "MIN. BOTTOM SASH HEIGHT= WINDOW BUCK HEIGSR-4BA& AS No.58705 N. VENITE. FL 3W5 Rol I{ 1`1 lm,121 . i �\\ II E%IBIpR SECTION DETAIL FOR WINDOWS WITH LEVEL IRS REINFORCEMENT & GLASS TYPES 9-16 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLYTO FLANGE 8 BOWEOUAL-LEG FRAME TYPES ONLY. ALL CONFIGIJMTIONS APPUCABLE.) 'GLASSTYPESBTHROUGH 16 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL FIN FRMAES PRODUCTREVISED PIYlxtgwllM1 BRFIaIdq Dulding('gAx eASm]: 6ute �� NO CHANGES THIS SHEET. ° r MwN otl]14pyp y>eiptlmr: Dlvm 6y. 4NCHORQUANTITY TABLE JROSOWSKI me: mD6m IOUBLE HUNG WINDOW INSTALLATION - LM 05/15/15 mV DH- 5mh gnat 'Na Rev: DH-5550 NTS 7 OF 14 MD-DH5560-01 I B NOTES: 1)USETHEAEOhE ANCHOR QUANTITIES REQUIRED .......... . TABLE FOR ANCHORS INSTALLEDTHROUGH THE FRAME. 2) USE THE ABOVE'MA% ANCHOR O.C. SPACING.........' TABLE FOR ANCHORS INSTALLED THROUGH THE II FIN. 3) FRAME DIMENSIONS ARE BUCK. WR'=MEETING RAIL. 4) FORSIIES NOTSHOWN, ROUND UP TO THE NEXTAVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 5) REFERTOTABLE52 & 3. SHEET 2 FORANCHOR GROUP DESCRIPTIONS. No.587D5 `, *: Li �'9 � D: � t010TECHNO�`JLOG1JORNE® PO 4 AT'•4�: N. VENICE, FL 36ii8 NO CHANGES THIS SHEET Nv.A1K110rO.G.B ' E A¢W Mf>"6 NqVGenf rof'Hb3nKN'bgWtlm le PRODUCTREVISED mnplyin8 wish Js Fluke AGcm➢Lmioa No/ .)o wn Daz 6y Mimi ..de PtaNut Co I ANCHOR QUANTITY TABLE I J ROSOWSKI I P.- IDOUBLE HUNG WINDOW INSTALLATION - LM 105/15/15 1 NlWYO81E8ElNm r NTS 1 8 OF 14 NOTES' I)USETHEABOVE ANCHDRQUANTITIESREQUIRED.......... . TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. 2) USE THE ASOVE'MAK. ANCHOR O.O. SPACING.........' TABLE FOR ANCHORS INSTALLEO THROUGH THE INTEGRAL FIN. 3) FRAME DIMENSIONS ARE BUCK.'MR•=MEETING RAIL. A) FOR SIZES NOT SHOWN. ROUND UP TO THE NE%TAVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 5) REFER TOTABLES 28 3. SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. ` t`�'LIGENSF`Q No. 58705 a Tel PO stnTE dF iz, P.C. a0INSDa,00'a0H0 0-130000000 0"Mo0000000000000000noo 00000n0oo000000000n0000 00000000000000000000000 000nuunuu00000000000noo annum 0000o0o0onono0nno 00000noo0oo0oo000noo0n0 ©0000n00000n00000000000 ©n0000o0000000000000000 00000000000000000000000 0oon0000nnoo0oo00000000 0© ©nnnon00n0u00oo0n©0on00o0oo0000©0©0n000©0©0O0n anumn 00©nnn©onnn Una 00000n0000000000000000 sunnuounuoo0n00000no 00000 0 0000000000n00000nnon000 o©0000n000000000000000000 00000000000©o000n0000o0 000000000000nn0000o00 oonoononoon0on0no0n0000 00nu00000n0000000000o00 00000000o00000000 0oon000000o00n0000n0000 numunu 00000000000000000000000 000o00000000noono000000 000n0000noo00000000n0oo 00o000noo0oo000©oo©0noo ©© n000000000n000000o000o0 sunuuno©nnn©0©Onoonun 00000n0000000ununnu0000 0000000000000n0000000nn oo mum on0000000noo0oo0o0 0000n0000000000000000no 0000000n00000000no0o0on 0000000no0000000n000000 0000000000oo0oono0o0000 n0000000000000000000000 nuno00oo00000000000000n 000000000o0unuunn000000 000000on0onon0000©o0000 00000000000000000000000 n oo 00000000000oo00n000 0o0oon00000n000n00000 On 000000u0000000000000000 oflunnoono0oo0©000000000 0000000©on©000uo©oun NO CHANGES THIS SHEET AEC Anc.OG.Spar w •TE6re4F'n'MehWtlm PRODIIM RBVI9EO omplYlag witM1 Uc PIvMa ➢wilding Cody AamEnee No -D6 ')p_ Dma LD%D By Mi Dade 'y Cudr dmOTECHNOLoGVD ANCHOR QUANTITY TABLE J ROSOWSKI N.VENICE.FLG 5 , (BO1}ABD1000 ZUA' ��PpNTapN, DOUBLE HUNG WINDOW INSTALLATION - LM 05/15/15 Pm MIg111®.aIL SeMs/NolaE 3wh . Slwt OIa�lM Nd Rer. 3�`�A�' DH-5560 am.OF NTS 9 OF 14 MD-DH5560-01 B AUIH. 063' ,ASY FRAME OEL FRAME HEAD 1 FIN FRAME SILL D� W2 J 2Ma C OEQUAL LEG .625• 8 FRAME GILL T- --j--- wr -A=C- OFIN FRAME HEAD 3.500' — —.4 — mr OJCHANNEL RAMEJAMB SJsw �I O. a �� L 1 7QQ� OEQUAL LEG FRAME 'MV 4 HEAD T s f `/ JPM9 3A63' �— Jm 2.444' 3.483' O8Y z.aa4' 1 JCANNNEL 625' FLANGE 5 FRAME SILL, r 6 FRAMESILL - 3.500' 3.500' .062• I, 1.483' G 1AN' ;a icaLlQ� Q0 OFIN FRAME O EQUAL LEG FRAME 11 JAMB 12 JAMB tsar I� t.e4r � . 1.216• 2.,9T ,.4>2' ,.565• I.sas• ,.3)c I� z.ns• A]t° r r .3I I�(jwf """"�J """ .050• .WO''' J E ow ' ~ SASH STOP LIFTRAIL LIFT RAIL BEVELED BEVELED 15 KEEPER RAIL ,8 SASH RAIL 1) COVER 10 SCREW COVER 19 INTERLOCK 20 INTERLOCKOOVER 31 INTERLOCK 22 INTERLOCK COVER I WW,.eM1r J 318' JI moo. �r .1]5' PRODUCT REVISED —+i- �.]54' DSO' mcnroty�ewiMlM Flotibn Owl6 .Cp49 A�«Pm,�,Fn 17.Oh3o.ro .035•--� ErWaW'Drte y,y),y t\\ /T Rer(Yon: OLAMI IG eo EXTRUDED SCREEN FRAME 1a TOP SASH Puu s. pLYNN��,� NO CHANGES THIS SHEET. Mims , PmdP BEADING .` 4`: ........... 1.1013' F'. 1 � No.5W05 711�, B+o' rt�' -v - +Dronry TEcaocrORrvE WINDOW EXTRUSIONS J ROSOWSKI }gyp �� . BTATE '�:���� N. VENICB. FL 942)5 )Itle: Dmr. DOUBLE HUNG WINDOW INSTALLATION - LM 05/15/15 za MGHTSASH 20 STANDARD SASHI zs HD SASH �'�)S�ONAL ENt\`� �' sn=/N smb: snaae Dn„mv Na Ra, REINFORCEMENT REINFORCEMENT REINFORCEMENT A!LTNNMLI)1'PE P.E.tl 68]OS cFxr.OF ADTH. M2BaB8 DH•5560 NTS 120E 14 MD-DH5560-01 B Bill of Material # Pad 0 Deseription Material 1 1 620113 1 Forme Hew -JC nde C 2 1 U0114 1 Frame Heed - Flange PVC 3 620115 Frame Head - Fin PVC 4 01118 Frame Head -Equal )eglBox PVC 5 G20165 Frame Slll-JLhannel PVC 6 620106 Frame Sill - Flange PVC 7 620107 Fmme Sill - Fin PVC e 820103 Frame Sill - Equal LeWSM PVC 9 620109 Frame Jamb-JGhamlel PVC ID 620110 Frame Jamb -Flange PVC 11 620111 Forme Jamb - Fin PVC 12 SO1 22 Freoe Jamb - Equal LegrBox PVC 14 62D171 Top Sash Poll(opL) PVC 15 620140 Keeper Roll PVC 16 620129 Sash Rail (Sides, Top & BORom) PVC 17 1 820136 le.m.e Corer PVC 181 M133 18wh StoWScreW Carer PVC 19 620156 LiR Ball lmetlock 6005 T5 AI 20 820144 lift Rao Wedm* Carer PVC 21 82620145 015T Beveled Interlock 6DO5 T5 AI M Beveled Intedack Corer PVC 23 620150 UQht Sash Rein"ocemem 60W T6 AI 24 620151 Standard Sesh RdntrcemeIt BD63 TB Al ? 620152 HD Sash Reintm ment 6063 T6 Al 30 61144 WeatllesDip ..i81" 270' Fn Pile 31 6C300 Wealhersidp; .150' x .300' Foam BWb 32 61719 Weatherstrip, .i6Tx.220' PalyPile 33 611325 Weathestdp Plug, .227 Finseal 35 78%1MTrT #B x 1' PR PH S03 Qmellock MounRng ScreM SS 38 720210 Weep Hole Corer PVC 39 720165 Tilt LmcA Relnbrcement Gip PVC 40 720k1000( Constant Force Balance 41 1 78)G4PPA% 108 x 3W Ph. PH EMS (Con. Force Balance ScmW) SS 42 Splrsl Balance 43 720205 Spiry Balance Shoe Nylon 44 7S)Q14FPAX SMS (Splrai Balance Sc #B x 1-1!f4 PR FM SS NOTES: 1) GLASS AND SOME PARTMKIONS NOT SHOWN ON DRAWING FOR CITY. 2) JCHANNEL FRAME SHOWN,PARTS#1.5& S. OTHER FRAME TYPES APPLY. 3)PVC BYENERGIWINDOWAND DOOR PROFILES, LTD. TO BE LABELED FOR AAMAEM UDERCODE. 4) FOR REINFORCEMEl]T YPES, SEE DETAILS ON SHEETS 6&7. 5) REMS 0 13,2629, M. 36.37.65-71, 73 & 84 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. NO CHANGES THIS SHEET. BILL OF MATERIAL A (BOM) . I J ROSOWSKI [DOUBLE HUNG WINDOW INSTALLATION - LM 105/15/15 1 NTS 1 13 OF 14 *. No. 5a705 A. LYP.E#58705 P.E. P.E#6B]OS PRODUCT REVISE varlaawmuw Redd. owalncoae n�Pl oeNu! •10 �d� Exw.enw DeLe BY MI— Bill of Materiel, cent # I pad 1 Description Material 2019 W0 k Mechanism tee 46 720188&9 Sweep Look Cost 71ne 47 720195&6 AWo Lock Cocer ASSaMbly Cast Zinc 48 76X1180PTX #6 x 1-118" Ph. FH SDS (AWaSweep Lock Sc" SS 49 720200 AWe and Sweep trek Keeper Cast Zinc 60 76)(34PPTX #6 X W PH. PH SIDS (KeePer ScmY) SS 51 420181 UR Send Till Latcn Caner Key 'PVC 52 420182 UR Pull Rail Tilt talon Caner Key PVC 53 7904PHF1. #e x 3/4' Ph. FH SDS (Plat Bar & 8# Latch Screw) 33 54 --Tm—in Till latch PVC 55 'Z I Tilt Latch Relent PVC 58 720207 1'Tlt Latch Spdn9 SS 57 420186 Plastic Tilt Latch Finger Pull PVC 5B 720192 Metal Tilt Latch Finger PWI Cast One 59 42DISD Piwt Bar Comer Key (fop & Botlom Sawn) PVC 60 72DMO Plot Bar (Top & Bottom Sash) SS 61 7101/7102 Tap Sash Tlll Latch (L&R) PVC 62 78X12FPTX #6 X 1/2' Ph. FH SDS (Top Sash Tilt Latch Screw) SS 63 720191 Saah Puil Hanle (opt.) Cast Zinc 64 7WWFPT #8 X 31V Ph. FH SDS (Pull Handle Screw) SS 72 720135 Laml. I.G. Bead PVC 74 Backbedding, GE 7700 a Dow 791 Silicone 75 71884&5 Tang Block (71W x Y X 1/ir), 85+1- 5 cum. EPDM 80 61012 IlExtruded Screen Frame Alum 8t 60775 EXWdetl Screen Spreader Bar Alum 82 7CKGLB21 Screen Comer Key 11r EXhuded Frame PVC 83 72045 EXWdetl Screen Spreatler Bar pip Alan 85 7DASPM Tension Spring SB BB 81816C18 Screen CM Fiberglass 87 61635161624 .140' Screen Spline (Machine/Hand Rolled) Vinyl NO CHANGES THIS SHEET. * No. 58705 OF MATERIAL B (BOM) J ROSOWSKI em4: 3LE HUNG WINDOW INSTALLATION - LM 05/15/16 H- sN1 ''xa aw, H-5560 TS 4 OF 14 MD-DH5560-01 B 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (9411484-1600 covrwane2mr MITERED FRAME WITHrorwousrwss.wc. INTERIOR MUFMERRERIOR •uaRms�s�m OPT. SWEEP LOCK J OPT. AUTO LOCK 47 TOP SASH ASSEMBLY �x—� 4\� ss DETAILS E PRIOR �- FTMIL .ATTACHES TO BALCE AN 21 OPT. BEVELED K Q— A IM& FCOOLVER XIVER TO OPT. PULL HANDIE BOTTOM SASH \\� ASSEMBLY DETAILS EXTERIOR C? SCANNED MIAM4DADE BY St. Lucie County MIAMI-DADE COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Sheet, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w .miamidade.eov/economy PGT Technoleg, Dr I LE COPY 1070 Technology Drive North Venice, FL 34275 IE I 2 SCOPE: �lekL&t t `� — c)� (o..J This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series fTW-5520 Vinyl" PVC Fixed Window—L.M.I. APPROVAL DOCUMENT: Drawing No. MD-5520.0 titled "Vinyl Fixed Window NOA (LM&SM)", sheets 1 through 11 of 11, dated 09/09/14, with revision B dated 06/06/17, 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: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then i4 shall he done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0629.12 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-0614.09 NaAMFDADE COUNTY RECEIVED xpiration Date: April 30, 2020 .. pproval Date: October 26, 2017 /0 1 r7 f l Fea 2 5 ?010 Page I PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted underNOANo. 14-0930.25) " 2. Drawing No. MD-5520.0 titled "Vinyl Fixed Window NOA (LM&SM)", sheets through 14 of 11, dated 09/09/14, 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, Durasealo spacer system, Super Spacer® NXTTM spacer system and XL Edgerm spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968and 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.16-0629.12) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a PVC fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7897, dated 08/01114, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No.14-0930.25) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 09/18/14 and 04/07/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No.14-0930.25) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1.. Miami -Dade Department of Regulatory and Economic Resources (RER). Manuel P ez, F. Product Control xa finer NOA No. 1 - 614.09 Expiration Date: April 30, 2020 Approval Date: October 26, 2017 E-1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraelear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their `Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51 Edition (2014) and FBC 6111 Edition (2017), dated August 29, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 9, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal issued by Product Control, dated 6/26/14, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. (Submitted under NOA No. 14-0930.25) 4. Proposal No.16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No.16-0629.12) G. OTHERS 1. Notice of Acceptance No. 16-0629.12, issued to PGT Industries, Inc. for their Series "PW-5520 Vinyl" PVC Fixed Window—L.M.I. approved on 08/04/16 and expiring on 04/30/20. Manuel eez,P.E. Product Contrqpaminer NOA No. 7-0614.09 Expiration Date: April 30,2020 Approval Date: October26,2017 E-2 GENERAL NOTES: SERIES 5520 IMPACT RESISTANT VINYL FIXED WINDOW 1) THIS PRODUCTHAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. INCLUDINOTHE HIGH VELOCITY HURRICANE MNE(HVHZ). MAX. BUCK MOTH SEETABLES 4-13 (SHORT OR LONG SIDE) 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. MAX1�L O.C. SEE FOR INSULATEDGLASS INSTALLATIONS ABOVE 3D IN THE HVHZ. THE OUTBOARD B, SEE TABLES413 LRE(CAP) MUST TEMPERED. SHEETS 3) FOR MASONRY APPLICATIONS IN MWMHDADE COUNT,, USE ONLY MIAM4DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHORTYPE. 4) ALL WOOD BUCKS LESS THAN IAG- THICK ARE TO BE CONSIDERED IX INSTALLATIONS. r! 1X WOOD BUCKS ME OPRONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1Yl' THICK OR GREATER IX AND 2X BUCKS (WHEN USED) + SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK r DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (SON) OR A ARCHITECT OF RECORD. (AORF 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OFSUFFICIENT LENGTH TO ACHIEVE EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEAUNWLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SKALL BE DONE BY OWERSAND IS BEYONDTHE MAX. O.C. SCOPE OF THESE INSTRUCTIONS. SEE TABLES 413 0) MAX. 1N' SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. R T) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON STRUCTURALCYCLE TEST PRESSURE. FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/ MOLE MST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E13W. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. B) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEETTHE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) METAL SUBSTRATE TO MEET MIN, STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORTTY HAVING JURISDICTION. 10)REFERENCES: TEST REPORTS FTL-TBW; ELCO ULTRACON NOA, ELCO CRETEFLEX NOA; ELCO AGGREGATOR NOA; ENERGI WINDOW AND DOOR PROFILES. LTD WHITE & BROMUVUGHTER SHADES OF CAP COATED PVC EXTRUSION NOAS; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSVAF&PA NOS 6ALUMINUM DESIGN MANUAL 11)" '=.09V TROSIFOL® PVB BY KUNARAY AMERICA. INC. •SO'=.090' SENTRYGIABO INTERLAYER BY KURARAY AMERICA, INC. ASSEMBLY.............. -....... 11 B MAX. VISIBLE LIGHT FORMULAS f WIDTH: BUCKWIDTH-43118' HEIGHT: BUCK HEIGHT-49/1fi' CODES/ STANDARDS USED: ' •201T FLORIDA BUILDING CODE (FBC), STH EDITION •M 4 FLORIDA BUILDWG CODE(FBC), STH EDITION -ASTM EI3 9 •ANSVAF&PA NOS-2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM-2015 •AISI 5100.12 •AISC36D10 VISIBLE LIGHT WIDTH VISIBLE LIGHT HEIGHT TYP. EQUAL-LEG/BOX & FLANGE FRAME (90' CORNERS) B'MAX. O, SEE SNEET4 TMAX. BUCK HEIGHT,SEE -TABLE5413 (LONG OR SHORT SIDE) A, SEE SHEET3 MAX. D.C. SEE TABLES 49 O'MAx - 1 I+- MAX.O� BEE TABLES �413 VISIB E LIGHT WIDTH B' MAX. C. SEE TABLES VISIBLE 413 LIGHT HEIGHT MAX O.C. SEETABLES413 _ MAX. BUCK WIDTH SEE TABLES 413 (SHORT OR LONG SIDE) TYP. EQUAL-LEG/BOX & FLANGE FRAME (CURVED OR ANGLED CORNERS) MAX.BU HEIGHT, lSEEE TABLES (LONG R SHORTSIDSIDE) . 1.25 I MAX. IMPACT RATING DESIGNPRESSURERATINO LARGE& SMALL MISSILE IMPACT RESISTANT VARIES PER GLASS TYPE, SEE TABLES413.SHEETS&10 MAX. BUCK WIDTH SEETABLES 4A (SHORTOR LONG SIDE) 1.25'MAX r MAX.O.C.SEETABLES4-9 I . TL VISIBLE LIGHTWIDTH f----------- - - - ---- VISIBLE LIGHT C. SEE HEIGHT SHEET4 / MAX. BUCK HEIGHT.SEE TABLES" (LONOOR SHORTSIDE) -� 1.25'MAX - TYP. INTEGRAL FIN & J-CHANNEL FRAME (90' CORNERS) (ANCHORED THROUGH NAIL FIN) 1.25 MAX. MAX. MAX. O.C. SEE O.C. TABLES 49 SEE 1 TABLES 4-9 VISIBLE .T LIGM HEIGNi / MAR.BUCK MVX. 3UCK HEIG TSEE TABLES49 (LONGOR VISIBLE SHORT SIDE) LIGHT WIDTH 1� MAX.O.C.SEETABLES49 1.25'MAX MAX. BUCK WIDTH SEETABLES 4-9 (SHORT OR LONG SIDE) TYP. INTEGRAL FIN & J-CHANNEL FRAME (CURVED OR ANGLED CORNERS) (ANCHORED THROUGH NAIL FIN) ANCHORAGE TO FBC 201: TABLE 3; ANCHORS INSTALLED THROUGH INRiGRAL FIN Group Anchor Substrate Min. Edge Distant Min. EmbedmenC E 2-1/2' k .131' Common NaB P.T. Somhem Plre (SG=.55) 3I8' 2-7118' 2.112• RinBehank Roofing Nail P.T. SOutlem Fine ($G=.55) 31B• 2.711T F 410 This.l. ad S15 (steel, I" S.S. a 410 S.S.) P.T. SCuinem Plre (SG=.55) 1fY I -TV aluminum, B0II 3/8' 0.050' Steel Stud, Or, 33' 3I8' 0.0451' (1811 Steel, A36' 3/8• 0050" #12 SM5 (steel, 1&85.5. or 410 SS.)Slesl, P.T. Southom Pis (SG-.55) B/18' 1318" Aluninum, 80S1T5' 318 O.OB3' Steel SIW, Gr. 33' I 3I0' I 0.uw A3B'I 318' I 0.05V 'A'=ANNEALED 'H' - HEAT STRENGTHENED T-TEMPERED 'PVW_.090'TROSIFOL0 PVB BY KURARAY AMERICA INC. -SG' = A90' SENTRYGLAS® INTERLAYER BY KURARAY AMERICA. INC. 'GLASS TYPES I4 THROUW 17 MAY NOT BE USED WITH JCHANNEL OR INTEGRAL • FlN FRAMES. ' MIN. OF 3THREADS BEYOND THE METAL SUBSTRATE. - VNGROUTED CMU° VALUES MAY BE USED FOR GROUTED CMUAPPLICATIONS. BOXOR li EWALLEG 4FIN INT ALL ARCHRECTURAL WINDOW SHAPES OUALIFIEO. COMMON EXAMPLES SHOWN. INSCRIBE THE SHAPE IN A BLOCK (SEE EXAMPLES BELOW). AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES M13, SHEETS &l0. �w SE�w5DE ---SE---� SHOW IDIDSIDE ♦— T T T g„i d =� M1i i 1 1 W. LONG LONG LONG LONG LONG u .4 i� SIDE I-- SIDE "" I— SIDE I— SIDE )"' SIDE -"1 P ( -1 F r T;/lip iS I 1�I `J— 1 y` 0 1 1 1 1L— J 1L J ' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. MNeel Mh. F, I Mh. F. &.1 St. 11 Ku 18.8 a ks1 410SD. 0 ksi E dm Ifti a. UMeWrdk MikeTW 136ksl5s� 410SSEIm OdeRaG 7 kl BOSST5AUMnun M A15Elea kslGr. 33 Sled Stud ksl 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)4801600 ® COPYROW02017FGT IfIDIISTRIE3.INC. CERT.OF AUTH.112928a ALLMOWSREBEWED VINYL FIXED WINDOW NOA(LMBSM) 8 8/8114 GLASS/ANCHORS/FRAME OPTIONS gh JROSOWSKI PW-5520 NTS 20F it Y� MD-5520.0 p B No. 68705 *' MILLER, P.E. INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 1 EMBEDMENT ANCHOREUTHROUGH EDGE DISTANCE FRAMEINTOMWOOD L FRAME OR BUDKSTWP. SEE NOTE 2. THIS SHEET. EDGE EMBEDMENT DISTANCE FLANGE FRAME SHOWN BUCK VISIBLE HEIGHT LIGHT HEIGHT 7WMICKI.G. +'MCKI.G. EXTERIOR ajR INSTALLA OPTION 2 ANCHOREDTHROUGH FRAME DIRECTLY IWO VERTICAL SECTION B-B CONCREMVCMU. i_. TYR ANOHORTYPE, SHIM SHIM EMBEDMENTANDEDGE TYP.ANCHORTYPE. DISTANCEPER SUBSTRATE, EMBEOMENTAND SEE TABLE 2, SHEET2. EDGE DISTANCE PER SUBSTRATE,SEE TABLE 2, SHEET2. NOTES 1) USE ONLY SUBSTRATE-APPROPRIATEANCHORS LISTED ON TABLE 2. SHEET 2. FOLLOW EMBEDNIEM AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2)MASONRY ANCHORS MY BE USED IWO WOOD AS PER TABLE 2. SHEET 2. ALL WOOD BUCKS LESS THAN 1-12' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ME OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ME IAA THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO ME STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADINGTOBEADING. TYP.ANCHORTYPE. EMBEDMEMAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. INSTALLATION OPTION 2 MCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. 1l4' MAX. SHIM .a C FLANGE FRAME SHOWN 1M'MAX SHIM INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND IX BUCKSTRIP INTO CONCRETMMU. SEE NOTE 2, THIS SHEET. EMBEDMENT /� IWMAX. - l R SHIM 1'THICK EXTERIOR --- WSIBLELIGHTWIDTH \� SUCKWIDTH FRAME FRAME s11owN HORIZONTAL SECTION A -A 7 MPROVED MULLION. FBC COMPLIANTALUMINUM/STEEL FRAMING OR STEELSMD. FLANGE FRAME SHOWN #10011112STEEL - SMS(GS). SEE - TABIE 2. SHEET2. INSTALLATION OPTION 4 ANCHORED THROUGH FRAME INTO METAL ABEOMEM VISIBLE LIGHT FORMULAS WIDTH: BUCK WIOTH-dDHE HEIGHT: BUCK HEIGHT-4 IV EDGE DISTANCE Ile MAX. SHIM EQUAL JL—J LE G BOX FRAME SHOWN EXTERIOR ❑ v INSTALLATION OPTION 4 ANCHORED THROUGH FRAME IWO METAL 1070TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)480-1600 56�® MMIGM02017 PGTBNDSTRIES.INC. CERT.OFAUTH. #2B2S6 ALLNONTSFESERVED VINYL FIXED WINDOW NOA (LM&SM) g 9l9t14 FLANGE & EQUAL-LEGBOX FRAMES 3m J ROSOWSKI PW-5520 N NTS i 3OF 11 Rs MD5520.0 13 TYP. ANCHOR TYPE, EMSEDMENTAND EDGE DISTANC" SUBSTRATES! TABLE2,SHEE^ I@ INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION INSTALLATION OPTION 6 OPTION 5 1/4'MAXM THROUGH IW MAY SHIM INSTALLATION OPTION 5 EMBEDMENTMWOOD ANCHORED THROUGH INTEGRAL ♦.- EDGE DISTANCE INT02%WOODFRAMEOR SHEET. RIP. ANCHOREDTHROUGHCK STRIP. SEE SEE NOTE I, THIS SHEET. INTFRAME OR UICKSR21P.3 SEE EMBEDMENT FI3 SHEET. NOTE 2, THIS SHEET. EDGE EDGE DISTANCE 3 �� w— J,CHANNEL 1 FRAME SHOWN 11/4'MA%. BRIM ttP.ANCHORT�Q I EMBEDMENTANDAND TYP.ANCHORTYPE, EDGE DISTANCE PER EMBEOMENTANDEDGE SUBSTRATE, SEE S DISTANCEPERSUBSTRATE, TABLE2.SHEET2. a a SEE TABLE 3, SHEET 2. (SCREWSHOWN) 5 (NAILSHOWN) 00 J-CHANNEL EXTERIOR FRAME 71WTHICKI.G. NOTES: SHOWN 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLES 2 & 3. SHEET2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPRON SHOWN MAY DADE APPROVED MULLION. FBCC BE USED ON ANY SIDE OF THE WINDOW. MAY BE VERTICAL OR HORRONTAL 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, SHEET 2. ALL WOOD BUCKS LESS BUCK WSIBLE THAN i-1R' THICK ARE TO BE CONSIDERED IX HEIGHT LIGHT INSTALLATIONS. IX WOOD BUCKS ME OPRONAL HEIGHT IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. 1/4-MAX. SHIM WOOD BUG" DEPICTED AS 2XARE I-IW THICK OR GREATER. IX AND 2X BUCKS(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. REFERRED BEE LIGHT WIDTH GRHEIGHING) (AM IS O^ I-THICKI.G. REFERRED TORS BEADINGTOBEADI)IS u MEASURED FROM BEADING TO BEADING. EXTERIOR 3 U a NT E lI 2GHOWN O o INSTALLATION OPTION 5 ANCHOREDTHROUGH INTEGRFIN INT02X AL WOOD FRAME OR SUCKSTRIP. SEE NOTE 2, THIS SHEET. EMBEDMENT VERTICAL SECTION D-D INTEGRAL FIN ttP.ANCNOR ttPE, EMBEDMENT FRAME SHOWN o e I-WICKI.G. WWTHICKI.G. MSIBLEUGHTWIOTH - BUCKWIDTH HORIZONTAL SECTION C-C AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET2. INSTALLATION OPTION 7 (SCREW SHOWN) INSTALLATION THROUGH THE INTEGRAL FIN, INTO METAL, SEE TABLE 3, SHEET2. 1/4' MAX SHIM EDGE DISTANCE VISIBLE LIGHT FORMULAS WIDTH: BUCK WIDTH -"IV HEIGHT: BUCK HEIGHT -43/15' SMS IDS). SEE TABLES 283, SHEET2. 114' MAX. SHIM M-m-J FIN ANDIOR O FLPNGE MAY BE REMOVED INFIELD EXTERIOR 0 0 INSTALLATION OPTION R INSTALLATION THROUGH THE FRAME, INTO METAL, SEE TABLE 2, SHEET2. —J TECHNOLOGY1070DRIVE N. VENICE, FL 34275 (941)-480-1600 0.1800 ® COPYRIGMOX17 POTINBUSTRIEG,INC. CERT.OF AVRI. N29298 ALL RIGHTS RESERVED VINYL FIXED WINDOW NOA(LM&SM) g 9/9114 J-CHANNEL & INTEGRAL FIN FRAMES ¢�J ROSOWSKI PW-6520 I'l NTS = 4OF 11 of MD-5520.0 TYRANCHORTYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 3, SHEET2. (NAILSHOWN) A. 1 7e No ;I� T/B'NOM. ]/B'NOM. NOM. 5/16"A/A PVB 5/18 ' 5/16'A/APVB 5/16"A/A PVB PRGWcrrsevls� 7/16'AIR SPACE 7/16 3/8"AIRSPACE 3/E AIRSPACE 1/8°AGLASS 3/16"A GLASS 3/16"TGLASS �e^�ebms wiwu Fbwh nwiams aac _ EXTERIOR aEXTERIOR aEXTERIOR Erylm�imonPoD�Ln BOE3 80-63 BOA3 BY bi Prodw NO CHANGES THIS sHFT GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 GLASS TYPE 10 1'NOM. -�{ 1'NCM. 1'NOM. +{ 1'NOM. m Y a 4 7/16°A/A PVB 7/ 7/16"AIA PVB 7n6" oqq m 7fl6"AIRSPACE 3/8"AIR SPACE 3/8"AI �I�, i w"o p o H 1/B"T GLASS 3/16'T GLASS 3/16" j,LLSS N a EXTERIOR 1 E3 MERIOR Z IJi m n� E uud 0 BOA3 8083 w IT alia GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 p O z 3 ® 0Y 1'NOM. -�{ 1'NOM. +j z ?0 F Z By p w _ Miami Oaao PNauet Caud � 7/18" AJA SG 7/16' H/H SG 7/16^ H/H SG EXTERIOR 3/8"AIRSPACE 7/16'AIR SPACE 3/8'AIRSPACE � In' U 4 f 3A6"T GLASS 1/8"T GLASS 3/16"TGLASS Boat BITETYP. > p G. a EXTERIOR aEXTERIOR < E] TERIOR 74 epLL 'asap aaua5 8 ] O \\111 IIII//I eoa3 TYPE 15 eOaB GLASS TYPE 16 ao-BB GLASS TYPE 17 78 �fopNY.LY... 4fl " IICENyE•'•., * : No.58705 `P GLASS <O•' �pT •.. ST F�i •A'=ANNEAlEO W.HEATSTRENO ENEO GLASS ttPEs 14 THRWGH 117 USED WT . .. '�t'.�4OR! I TEMPERED E oe a3 1IMAYNOT BEUSEOYATH MY NET BE TYP. GLAZING DETAIL ''�S7 NAL ENG``� / O ® I I I \ O\ PVB BY RUMMY AMEMCA INC. FIN FRAMES I I I I 'SG'=.'W SENTRYGIAS® A. LYNN MILLER, P.E. INTERIAYER BY XURAMYAMERICA INC. RE.d 6BM A/A PVB 'AIR SPACE 1/8" T GLASS GJ EXTERIOR 80-83 16^ aA PVB 3/8' AIR SPACE 3/18" A GLASB aEMERIOR 8083 ansG R SPACE A GLASS aEXTERIOR BLL83 Window Design Pressure, (+1- P80 Usewmlaee tv Gmss 7 1/8° A Cap-Alrspew -5116° A/A w181 PVB Tyre: wlmmv U.V Side on) Olmensione 61.05 1 69 I w 69 62 64 OB 72 1 76 80 1 Bd 67 16 +140 +/-50 +f-50 +1-50 +/a0 +/a0 +/a0 +/-60 +/-w +1-50 +f.SO +/a0 20 +Ia0 +/-50 +/a0 +140 +/ap +/aD +/a0 +1a0 +1a0 +/b0 +/-50 +/a0 22 +140 4/-50 4/4i0 4/a0 4/40 4/.5D W-50 +/-5o +ia +rb0 +1-50 4/b0 24 +150 +1b0 +/b0 Na0 +1.50 4/ao +140 0_50 0-50 +1d +/b0 +1a0 Z6 +/40 +r40 +/-50 +1-50 .14M +bw N•50 +/-50 +/a0 +1.50 +1a0 4/b0 29 4/a0 +fa0 +/50 4140 4140 4/40 +1b0 Nb0 +140 +/-50' +/b0 +/a0 30 +Ia0 ♦140 +/-60 Na0 +1-50 +1-50 +14M N40 +fa0 +/40 +1-50 32 4/a0 +/-50 +/a0 Na0 +1a0 +1-60 +1-00 +1a0 +140 +/-50 n 34 4f40 +fa0 +Mo +/aU 4/40 4140 Nb0 +/ 0 +1.50 36 41.50 ++/l-0w0 ++//a400 +1.50 +/b0 41-60 Q-50 +Ia0 w 38 ♦/-60 +1.50W40 q404 04M ♦1b +1b +/a0 4/-0 +140 42 4140 41a+/50 +v NGIFAN VOM TNROUGHTHEFRAEPERHEFIS3&4 APPUSIDAB,CORDANCHORS 1 SPAGXG IFRNCORING T00"THEILN T4 APPUaMEORFANORS I$fETABIE3) +/a +/5 +/40 H40 Ed 4 + I0 48 +51.06 Window Design Pressure, W- Ps) Da * TYpN 8 118' TCap -Airspace -5/16" A/A with PVB Whom Long side on) Dlmenalws 60.926 64 66 68 70 74 n 60 BO 97 92 97 99 32 +/40 +14U +/-11 a1-50 a/80 +/a0 +/b0 ffa a/a0 +1.50 +/-50 +/a0 +1.50 >4 +/40 +1.50+1b0 +A50 +140 +/40 41-50 41-60 +1-50 +/40 +/-60 +/47.3 41< 1 36 4/40 +I40 +/-60 +1-50 W.60 41a0 +/•50 +140 +/44 +/b0 +147.5 +146.4 41i k 36 +I w +/40 +I w ♦1-513 +1a0 +140 +/40 +160 +/40 .149.1 41.46.1 +143.9 d0 +/40 +/-60 +1a0 +1a0 0-80 +/40 +/-50 Wa0 +1-60 41462 +1.45.1 42 +140 +1.50 +1-50 0-50 +140 ♦iaD +/40 +14D +149.8 4/47A 44 +/40 4/4p ♦/-50 +/ao 4/bo H40 H40 0b0 +/48.9 S y 48 +/60 +1a0 +I40 +F60 Na0 +/-60 +140 4/49.9 48 0.60 +/40 +/4D +Tao +lao ./40 4r4o �e 50 +140 +/b0 +/b0 +/40 Ha0 +/b0 62 060 +/-60 ♦140 +Ia0 +/b0 ROUS.OSPAOWPRSXGIF OIOMNG 7HRDIlGNTHE fPAMERD35HEEf53a4 APPUESTOAB,CORDANCHORS (META91E2) OUGHQSpAONG1FANCHOMNG TNDDGHTHEINTFGMLF1N PEq SHEET4 APPUESTOEORFANOHORS ISEETABLEBI 54 +/b0 +l-re +Ia0 +140 66 4r40 +/4{0 +140 59 +140 +/-m I 3.VFOREANOl0R5,4•FORFANCHOgS 60.926 +/bD TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN+ LONG pROOUCTRBVISTfl SIDE aS tomWW'eviwwa{4v3tA �-� LONGSIDE puiMing Code Ae pL No EaPae D SHORT 1 610E Muni De— yeCa60i + SHORT _ SIDE NO CHANGES THIS SHEET. +— LONG SIDE --�� SHORT L LONG 510E 1 SIDE m 1 W 3 naN C w ❑ rn ❑ O P q^0 ❑ Of _ SHORT _ 0 1 1q; a 0 'l 510E F p o i R ❑ Z IL n wap 21li � RO UUd Ov m n oN ; q 'D d o Z Q N LL Z O ® 0 W 1aa45 Z ❑ m N Z LL�I�1j1 N Z X K alea5 LL $ N r y Z w _ W LYNIv NOTES: 0`0CENSp. 1) BUCK DIMENSIONS SHOWN.: •.(OP i 2)FOR SIZES NOT SHOWN, ROUND UPTOTHE NO. 58705 ' NEM AVAILABLE SHORT OR LONG DIMENSION. / '• *_ 3) FOR ARCHITECTURAL WINDOWS (ME SHEET 2). FIND THE SMALLEST SQUARE WINDOW SIZE IN O ST E F THE TABLE(S)OW THE ARCHITECTURAL ' IDP-:' �� WINDOW WILL COMPLETELY FIT WITHIN. A. LYNN MLLl£R RE. P.EAS17M TABLE 6: TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG .RODUCT RMSEV SIDE emndyingmffi Nn Fbft LONG SIDE Bui:6ng Cbd" r 1 Po,P��17 14.0n9M^ �F SHORT SIDE ryj pg3P L sHoar SIDE NO CHANGER THIS SHE- (~ LONG SIDE —� T I ` SHORT ,b LONG SIDE JP SIDE L s 1 y "aN � m 3 m N o f}'JN Q� elM K N _ SHORT I— O N TABLE 7. SIDE ZLLN w uxoi0 Ua- ®a m 4< y aeG wY o>� m �2e a u Z U O r 3 $ o w lzp w rc X D u z', o a nNp osa0 aaua5 "awf LYryN NOTES: `:♦�4?�"VOE..... 1) BUCK DIMENSIONS SHOWN. 2) FOR SIZES NOTSHOWN• ROUND UPTOTHE = *: No. 58705 NEXT AVAILABLE SHORT OR LONG DIMENSION. : *_ 3) FOR ARCHITECTURAL WINDOM(SEE SHEET2). 'p ••. f �r.T a� FIND THE SMALLEST SQUARE WNDOWSIZE IN A F Z0. THE TABLE(S) ABOVE MICH WE ARCHITECTURAL '•.F4pR10P.•'•\��� WINDOW WILL COMPLETELY FIT NATHIN. ' jrS C: ♦` '�/ ;�NAL Er,T♦ A. LYNN MILLER PE P.E00705 Window Design PrIn e ssure, (N-psQ u:°msmel° Iar apss TrP�� 8&TO 3/16"ACa -Airs ece-5/16°AlA wIm PVB 3H6"7Ca -Ails ace-5116"A/Awlfh PVB ysnmy Lang Side (N) Dimeneime 6D.828 84 69 88 ro 70 77 Be 84 87 82 97 w 32 +/50 M-50 N-50 NSD N-50 +/-9] +/b0 +!•50 +14i0 +ISO +/-W H-60 H50 34 HSD a/-50 +/-Ea N:A H-EO N-SO f/EO +FfiO +/-8a N-fi0 a/-50 N-50 a/-E8 98 N{D +650 +h50 N-50 +/-60 f/-97 +/30 +/-50 +/4i0 al-!-0 +150 N4T) +K#1 3B Nd0 +IIA il-fi0 N-60 a/-50 N-a] NbD H-60 N-50 al{A al•50 al-W 40 alba f/-W H30 N4i0 +l-ED N� N50 a/SO +/-60 alSO +1.50 42 NFO +/-50 +/•fi0 N4i0 a/-W N.EO a/d0 +/-W f/-60 +/EO V 44 Hb0 h/SO +/-6a NeO. N-W +/dl N50 +/�50 +f50 � y 48 Nd0 +/-50 +/-6a N50 a/.50 H-•D N•6G +AW 4B Nd0 +/SO +!-5a +/•b8 H-50 +/dl Nb(I w 50 N4i0 N-60 +/-fi0 H50 N-SD +/{p 62 IfLll 4lbn +I.60 Ha0 N-50 MA%.O.G3PAONGIFANOIONNG T1e0UGHTHEFPAMEPFp SHEETg3B4 MAN.0.0.5PAONGIFANCHORING THROWXTHE WIFGRALFIN PEA3HEET4 84 +/d0 a/4i0 +I-50 APPHEg IFIq B,COR DANgIDR6 ISFE TApIF 2) APPMF$TO EORFANOroRg ISEETABIE 3) 68 +/b0 +/sD +/-60 Be h14i0 a/-50 15° 36'FORFANUNIRS, 4'FORFANOIDRS fiD.928 h/ro Window Design Pressure, (H-psf) tar asss �� 7/8' TCep-Airspace-7116" A/A With PVB Trpa W m0ew Lone sloe (in) Olmenebns 60.928 80 Be BB ]0 74 n 80 84 8] 92 9T 99 32 al-ro a1-70 N-]0 +A]0 Ha0 N-70 +670 +1a0 N-ro N-]0 v/-]0 H-70 +/-ro 34 ,/-]D N-ro a/aD Naa Nao +/ao +/-ro +/ao +rro Nao Nao +rao ,1-ro as Nao ar-ro +a]o +/ao N•70 +/ao #a7o a/ao ao-ro +r-To ./ao .. N-ro . N-ro se +rao +aro halo +/ao +lao +rao +r-7o aao +l-ro +a]o Nao +lao 4o Nao +r•ro +am +fao a/ao Nao a/aD Nao #/-ro va7o Nao 4x Nao ,/-ro +A]o +/-To +aro Nao aATO Nao .aro aao € 4a +rao +1-ro ./-]o N-ro +A]o +/aa a/ao NaD +/-ro $ q 46 al•70 al•ro +/-70 a/-70 +/-ro al•]0 +1.70 +1-70 F 4e Nao +r-ro +1ao Nao +/ao +/ao Nao �^ 60 +IaO #I-ro H-TO hl-]0 +/-ro H-70 82 Na0 +l-ro +f•TO hl•70 +l-]0 MAY 0.GSPAONGIFANOIDNNG THROWXTXE FRAMEPFASMEER36° MM.O.C. SPAONGIFANCNORING RIROWHTXEINRGMLFIN PERSMEI4 64 +1-70 alro +f-ro ,/-70 APPBESIO B,COp DANDIORS ISFP TABIE2) PPPafSnIFANWORS ISEETAN.E3I 66 +/a0 +/-ro +/-70 58 H-70 a/-ro ssS Y 60.926 H•70 TASLEB• TPBLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG PROOLICTRSV VFr SIDE nn�n,I,, e,S @u E1� LONG BIDE Bv1Idm,C Accepxoae Nol -0 14.0q EaViaSw Daa 2DEe SHORT Si SIDE Mi° DadeP mt SHORT L SIDE NO CHANGES THIS SHEET. f� LONGSIOE r y SHOW P y LONG 1 310E m L� N 1 gg ' 8 .xa Cq$ m U o (l N Q aIM N _ SHORT O w '1 SIDE o �m dg p W j.va UUb o� N W yo aN TABLES n a U Z m 4 f0 O M- Z SO O 3 a m ® 'g OO W P-� Sg+ZW Ofo xaL Z Z W > O eIP1 vxMS =�.. ".``��p1Y LY.. �.. NOTES: `��'C.: ' �3GEN3F' 1)BUCK OIMENSIONS SHOWN. 2) FOR SIZES NOTSHOWN, ROUND UPTOTHE *: NO. S87D6 NEXT AVAILABLE SHORT OR LONG DIMENSION. _ ---x *_ 3) FOR ARCHITECTURALWINDOWS(SEE SHEET 2), FIND THE SMALLEST SQUARE WINDOW SIZE IN %�qR:., STATE F THE TABLES) ABOVE WHICH THEARCHIIECTURAL YMNDOW WILL COMPLETELY FIT WITHIN. iSIONAL L/tITIII I tIt It A. LYNN MILLER P.E. V gR W705 Window DBegn Pressure, (+l-psf( OsemisLeNe la Gdss T2 3116° A Cep-Alrspece - 7116' AIA wi01 PVB Troe� W Indow Ong sloe (In) Dhnenelone 69:649 71 73 78 70 80 85 B6 09 92 96 99 32 +/•70 a/d0 a/•]0 +/-]0 +/d0 +1-TO H•70 +/-70 +l-70 h/-70 Nd0 34 +/-]0 it -TO N•70 N•Tg H•70 +i-]0 Nd0 H-70 N•70 +l-To i!•70 36 +f•70 +l•]0 +h70 a/ -TO +/-70 N-70 N•70 +/•70 N-7D +1-70 N-]0 3B +1-]D +/-TO +!-]0 Hd0 +/40 +l-]0 N40 N-]D a!-]0 +l-]0 hl•]0 40 +/-70 a!•70 +1-TO +1-70 +l-TO +l•70 +l•7D +1.10 +/•70 +/-TO +/-70 42 ah70 i/•70 +1.70 N17 fl-TD N-TO +l•]D +/-70 +/-i0 +(-]0 +1i68 h/43.] 44- N40 h/40 N-TO N-70 +/-70 a/•70 +/•70 +/-70 NE9.9 a1.66,4 Hd37 46 +/-70 +/-70 +/-TO al-7[1 +1-TO 4/-70 i/-69.9 +IL7.4 +/i3.8 +IE1.7 d0 al-70 ah70 a1-70 a/-70al•70 +1-70 H-70 N-67.g N-fi5.3NE1.9ald9.] 60l•0 a!-7D +l-TO +/E9.8 N-6B.6 al•68.9 N-63.4 N-89,9 m 62 N-70 aFro hl-TO a/-7D N-70 +/•70 a/-67.g N�6.9 No4.2 a/•fi1.6 m64 a/-70 +1-70 +h70 +/•70 +!•70 +/•70 afEfi.2 Hfi5.3 a/62.6 86 af-]0 N-TO a4T0 a/AO +/JO a!{9.2 NbIJ +1�3.8 67 ♦/-TO +/-70 +1-70 +/-70 i/-69.8 NE8.1 +/E4 % aA70 +/-TO �/•]0 Nd9.] N�61 +1f5.3 62 a/-70 N-70 +/d9.9 h/d7.9 h/65.2 NNX.O.QSPACINGIFANCIOOPING THROWNTNFfMMEPE0.5HfET5364 APPDESTO B,CORDANLl10R5 (6FE TABIE 2) MA%.O.CSPpQNGIfANQIDRING 1NROUGHDIEIHIFGRALfIN PEASHFET4 APPUESTO FANCHOflS lSFETABU:3I 64 +I.7D +!-TO i/4iB3 N4F6.3 E6 a/689 ♦/•%.9 +!{67 68 a14ieA aI4iT.d uS <" 69.649 +l-fiT.t Window Design Pressure, (+1-pst( Ida Indletle la Gdls ig 3116" T Cep-Alrspece • 7l16° AIA wiN PVB TYPg Wlntlow long Sltle (N) DMenalOna 69.649 71 73 76 70 60 85 B6 09 92 % 99 32 al•7p +!•70 +b70 al•TO +l-TO #/-]o h/-70 a/-TD +/-7D +1-70 a/-70 +l-TD 3d a/-70 +1-70 +h70 a!-7D +1-70 +h70 h/.70 a/.7D h/-]0 N-]0 +/-70 a/.70 36 +1•TO +f•]0 #/-70 a1-70 +1-70 +1-70 +/-]0 +/-70 +(-7D a/•]0 +!-TO +1-TO 38 +(AO ' +lAO +!-TO +1-70 +/-TO +f-70 +1.70 N•70 +l-i0 N-]0 fl-00 +(•TO 40 +I.70 N•70 +/-70 #/•70 #/-70 #/-70 al•TO Nd0 al-i0 NJg a!-i0 +l-TO 42 +140 tN0 h/d0 +/-Tp +/-TO +/-TO #/-00 NAO N-70 a1-70 ff-TO h1-70 44 #/-70 a/-70 #/-70 a/-70 +/-70 a/-70 N-70 a/-70 +1-70 +/-70 a/-70 a1-70 O6 h/-70 +h7p +A70 +I4p +14p N•70 +/-TO i/-70 N-70 Hd0 a/ -](I +Ifi86 � 4B +!-]0 +!-]0 +470 +1-70 +1-70 N-70 +i-70 a! -TO +/-70 +/-70 +/-69.8 a1i6.3 g 60 h1-70 ih70 al-70 al•70 +/•70 +/•70 +/•70 a/-TD +/-TO +/-70 ah86.6 'c 82 +lop a/•]0 +/40' #/•TO +/-TO +ldo h/d0 +1-70 a(-7D N4is6 84 i!-TD hl-TO +/-TB +L70 h/-TD N-70 N.TD +/.7D N-69.6 y 58 h/•TO' a/-70 +h70 h1-70 a/-70 N-70 +/-]0 h/-]D 67 hb70 a1-70 al•]0 N•70 a/-70 - 60 +1d0 N-70 al-]0 N-70 ' MAILO.D.SPAQNG IF ANCHORING THPOUGHTHEFMMEPEP SHFFI33&0 pppUE4TOB,CORDANCHORS (SEETABIF 2) M1N%.O.C.SPAONG IFANOIORING THROWHTNEINnGpALFIN PFRSHfET4 APPOE570FANCH00.3 11EETABIE3I 62 a1-70 +HO +l-00 +/-7D #/-70 64 +l-TO f1-70 N-00 it-]0 66 H-00 it-]0 +/-]fl W.fi49 aN0 Window Design P4essure, (+I-psQ U;eftlwe IIT Gess 14 3/16" A Cep -Airspace -7/16" A/A with SG Tyre: WIN" Long SIdo Qn) GRnMM= 63.649 71 1 73 75 78 00 85 e6 89 92 96 99 32 +801-110 +W/•110 +801-110 +BDI-110 +801-110 +80/-110 48W410 +BW-110 +8w.110 +SW/110 +eW-110 +801410 34 +801-110 +801-110 +801-110 +80/-110 +BW-110 +80/-110 +8111410 +80/-110 ♦SW.110 +W/-109.4 QW-100.3 +801-107.6 % hBDI.110 f%/-710 +e01-110 +00/-110 48W-f09.5 ie0/-108.8 +BN-tO6.B i80/•108,6 +80%109.6 + 1104.7 +80M03.6 +BO/•1029 30 +Wb109.7 "Ot.100.9 +SW.1W.8 +8014%.8 QW-105.5 +804104.6 +%F102.7 +B01-102A +80%101.4 t801-100.5 +8w-99.4 +BM-%.7 40 +801.106.3 +BW.105.6 +GW-104A +M-103.3 +801-101.9 +=401 +%/-99.1 +BD/4&7 +8w-9/.7 +80/-%.8 +80%%.7 +w-w 42 ♦W1-1U3.3 +00MWA +W6101.3 +%1-100.2 +80/A&B +%/-07.9 +81/-95.8 +WI4&5 +801-94.8 t8w-93.6 +8W-92.4 +B01.90.7 4a 4W1-100.7 +BW9&B +W1-9&6 +8W-97.5 +BOI-% +W/45 +W/-92.9 4W1-926 +BW-91.8 +BW40.d +BW41.1 +0W44.7 46 +=418.4 +W197.8 ♦=-9&2 ♦BW45 +W/43.4 +W/925 ♦W/-9%3 +00/-8&9 i8W48.1 +BW46.6 +Bw43.1 +801-81.6 48 +80/9a3 +801464 +BW94.1 4W42.9 +80/41.2 +W/-90.2 +BW48 +W-87.8 48w44.8 +813/ .X +8D/-B].2 +/-7&6 y W +WI-94.6 +%/4A6 ♦BW422 tall-W.9 *BY-89.2 +80/48.2 +W/-B&4 +W/44.6 feW42.4 +801.812 N-77.6 m 52 +80'43 +80/42 +WI40.5 +W-89.2 +801-87.4 :81(4a4 +BW4i3 +W/42,6 +BW40.2 N-78 c m 64 h8W41.7 +W/40.8 +BW49.1 +BW47.7 +BW45.8 +W/44.7 4aU41.3 +W/40.4 +/-7&1 56 +BW90.5 ♦BW4&4 +W/47.8 +W/-S&4 +BW4 A +W/432 ♦/-79.3 +1-7as 57 +BW40 +W/9&B +W/47.2 +W/4&6 +W/40.4 +W/42 N-78.4 W +8W47.2 +8W46 +W/44 +W/426 +BW40.1 +/•76.6 62 +801 4.6 +W/4&8 4Wi42.1 +M- &4 +/-78 NL4N.0.CSPACINGIFANCHORING THROUGHTHEFRAMEPFRSNFET5364 WU(.0.t SPAaNGIFANCHGMNS THROUGHTHEINRGRALFINPERSHHT4 69 i6W429 +W/42 +W/40.1 N-784 APP. FS TO B, C OR D ANCHORS ISEETABIE:1 NOTAPPUCABIB 66 +BW41.1 +BN40.1 +/-78.3 W +b79.3 N78.4 1B,p 69.699 N-77.7 TABLE II' TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE LONG SIDE SHORT 1 SIDE SHORT SIDE �- LONG SIDE SHORT SIDE ET] 'GLASSTYPE514THROUGH 17 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL e FIN FRAMES. Window Design Ptessute, (+7-psQ Weft IP61e Im Gass Type: 15 3HS' TCap-AimpaW -7116" A/A with SG WmdUN Emg Side Bn) Din.... 77.78 79 B7 -.83 86 1 87 1 91 94 % 99 1 104 107 Ill 38 +801-110 +BW-110 I +8W-110 +80410 +80.110 +WF-110 +BW-110 ♦801-110 +801-110 +801-110 +8M•110 +0410 +0-110 40 +801410 +BW-110 +W/-110 +BW110 +BW110 +BW-10&9 +311-108.6 +80407.6 +801-1019 +601-10&1 +80/.104.8 -4801-104.1 +80•103.3 42 +BW-110 +BW-109.8 +8W408.8 +BM-107.9 +801-108.7 +4W-1013 +801-104.8 +801.10313 +80'-1032 +BW-1W.B +801•97.7 +BW-95.4 +BW44.8 44 +BW-107.3 +BW-1D17 +W.105.7 +BW104.7 +80/•100.4 +BW-103 +81YAO1.4 +8014&6 +BW417 +BW941 +BW.91.4 48W-9Q3 +BN4&2 48 +8W-1132 +80'401.3 +8N-100.3 +WPM +BW.97.3 +801.9&2 +BO'-926 +WFW.4 +BW-89.2 +BNA7.3 +801-84A +BNffi.7 +BW.80.5 W +8W99.8 +BW49.1 +0-96 +8W4&9 +BW4&9 +8W-93.1 +W4&e +BW477 +BW4&2 +0-843 +801-01.1 N-79.3 N-77 51 +BW9B.8 +BW96 +BW96.9 +BW4S8 +8QW428 +BW42 +8W4&7 +BW48.4 +BW45 +M-628 N•7d8 N-77.7 +/-7&3 64 +BW-W.1 +801-95.3 +0-94 +80W421 +BW49.4 +80PS6 +046.1 +1101427 +8D/41.1 +/-78.9 N•76.3 N-73.2 +/•70.6 W +BY-94 +BW43.2 +0-91.8 +80140.1 +BW47.2 +BW413 +0-828 +80140,2 N-78.6 N-76.3 +/.726 +/-70.5 W +8".4 480140.8 +80149 +8W.6T6 +W/45.1 +BW442 +BW40.6 +/-78 N-7&3 +/•73.8 N•70.2 f0 61 +W-BTB 46W47 +BW4&3 +BW438 +W -81.2 +BW40.5 +1-77.3 +/-70.fi N-728 N-70.4 F` m W +BW45.6 +8W44.8 +0420 +80/41.1 N-78.8 N-78 +1a4.e +/•723 N-70.8 64 +51LK4 +13W43.6 +0.81.7 +I-W N•T7.5 4/-78.8 +P716 +/-71.2 66 +BW422 +6W41.2 +1-784 +1•T7.6 N-76 41-74.2 +1.71 68 +140 +1-79.1 +1-772 +/-76.4 N-727 N•71.8 70 +1.78 +I-77.1 +/•75 +/-73.2 +/-70.5 MA%.O.GSPAONGIFAN[HONN. THROIIGHTHEFRAMEPERSHEEIS3&4 MA1. 14 PAG 11NGIORING 1HPOWHTHEINTEGML A PFORIN 4 72 +1-76 +/-75 +/-79 +1.71'1 APPUBTOR,C OR DANNORS (SEETABIE2) NOTMPUGBU 74 +/•741 N-73 N-71 78 N-722 +/-71.1 n 28. 77.78 1 +/-70.5 NOTES: 1) BUCK DIMENSIONS SHOWN. j LONG SID 1 E SHOW SIDEE I 2) FOR SIZES NOT SHOWN, ROUND UP TOTHE NEM AVAILABLE SHORTOR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS (SEE SHEET2), FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S) ABOVE WHICH THE ARCHITECTURAL WINDOW NU COMPLETELYFITIMTHIN. NO CHANGES THIS SHE S 1111CAY LYN /�'�.. Y.......4 1JCEN6Ff .fl Q' No. 58705 jz Of ell ........... _ f P.E. TABLE 12' TABLE-0IMENSIONS MAV BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE r— LONG BIDE �' '� PRODUCTREVISED dlaR9 wlmawflmee &Hoar Rwldme cam 91DE nttePfaecelb •D pq� SHORT Eapi.nlio° Dore 20g SIDE Sr Nil (—LONGSIDE �i NO CHANGES THIS SHEET. SHOW p� LONG " SIDE p SIDE .1 1�r 3 '"°" GLASSTOTBE SEDWITH m '1T MAY NOT BE USED VJNH I SHORT K FIN FFI I,E OR INTEGRAL —^I SIDE ❑ w h o • FIN FPAMES. � N i � eI°O 0 � TABLE 13 O O J O 6 FB ❑ Zap UU� ey �zY " ny w O Z O LL $ O W O Z Q o �i F 8 O w 7-M ® g z u 3 z o a o LLL Z y W } S U Z all w > ❑ `1111tY LYN ,`�GN........N,ti O�'�; : 'LICENSE'. No. 55T05 .P a' q AOT sA e v� Noyes: - rS"ONAL I)1) BUCRDIMENSIONS SHOWN. 2) FOR SITES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION, AAYNNNUMP.E. 3) FOR ARCHITECTURAL WINDOWS (SEE SHEET 2), FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S) ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FITWRHIN. _ p,E.4BBIDe Window Design Pressure, («I- psf) umu6l�Ne Iw ae>s 78 1/8"TCep -Airspace-7H6" WHwiM SG TrDR: willeow Lang sbB on) Dimensions 60.926 64 fi6 68 )4 77 0a B4 8T 92 97 99 32 +eol-no ae0/-n0 +eo/-71n +ea -no aeo/nto +aaano hea-7t0 +eoo-no hea-tto +eoano +eoF1m +eoFno 3a +eoFno .eor-11n hew -no +Ba-no +evtlo+aa-no+Ba-no+Boy-1to.ev-no+Bo/-1to+BOF1fo+Boatto Ba-11p fBa-110 a8a-110+Ba•11p +80/-070 +Bm-110ae01-0t0 afi0F110 +fi0/-ii0180/-070110% +Ba-110 1801-110+Ba-110f80/•110+Bm-770 P7O a801.7f0+80/-110 +Ba-710 f80/•11040 +ea-110BOI.11D+Ba-110+Ba-110+801.110 h801-110 +Ba-110 +Bm110+Ba-010+Ba-110 18m-110a801-110 h001-110 q4 f8a•110 +BOF710+Ba-110+Ba-110 %+801.1104=-110 hB01-110+Ba-110 a8a-110 46 +80/-110 +e0/-110a8a-110 +fla-71D +BOI-110+8m-1f0+80I-110 +801-110Ba-110Ba11D a8a-110 +Ba-710FUfBa-070 +8a-110a8a-110 +Ba-110+BOI-110 62 64 +80/•110 i8a-110 +Ba•110 +BOI-110 +Ba•110 +aa-110 +Ba•110 1801-110 +80/-170 MCY.OA SPAUNGIFAN[N]MNG TNRDIIGHTHEFAANd Pffl SHFET53&6 NA%.O.G SDAONGIFAN610RING THROWHIHE INIEGMLFIN PERSHEETC ADDNESTO O[ORDANCIpRG (BFE TABIF2) NOTAPPNTABIE � a8a•710 +Ba-11D +a0/-1f0 6fi +BOF110 +BOF110 11B" 60.918 hBOF170 Window Design Pressure, (+hpsry usD Inwum brains 17 SHB"TCep -Airspace -7118" HIH with 8G Trne Wmaow Lorg 3100 (In) Olmenslons 77,76 79 B7 83 BB 87 91 94 % 99 709 107 111 ite 120 12S 736 144 ffi +601-110 +BO/-110 +8a-710 +Ba-710 +801.770 +BL•110 +Ba-110 +Ba-110 +8a-110 a30/-110 +Bm•110 +80r-710 +Bp/-110 +801-110 +Ba-010 +Ba-110 a80/-110 +Bin-110 40 +Ba-110 +Ba•110 +8a-710 hBm-710 18a-770 +Ba-710 f8a-110 +80/-110 +80/-710 a80/-110 aem-110 +ea-t10 +BO/-110 +Ba-110 +8a-1f0 a806110 +Ba-110 +Bm•110 42 +Ba-110 aBa-110 f80/-110 aBm-110 +B0/-110 +ea-110 +Ba-110 +BO/-110 i801•110 +e0/-110 h8m-110 a80/41D +Ba-110 +BO/-110 +Ba•110 +Ba-110 +BO/•110 +Bin-110 d4 +BO/-11D +00/-110 +Ba-710 +Bm•110 aB01-110 +60/-110 +Ba-110 aBa-110 +8a-170 +8a•170 +Bm•1t0 aB0/-110 aBD/•110 +801-110 +Ba-110 +80/•110 +80/-010 4e +eor-1to +ea-1to +Bv-no +em-t10 +ev-ttD am/-tto +ea-1tn +eo/-no +ev-tto +ea -no +em-no .eor-11D +fie-1to +Bv-110 +ea -no +eorn to m +ea-tto +em-nD +Ba-no +em-no +Soano +m/-1to +Boa110 +Ba-110 +ev-no +aoFt1D +em•no +ea -no +fie-tto +6v-no +ea-tto 61 +Bormo +evno +eoFVD +em-t10 +eol-1f0 +ea-nD +6v-110 +6ano +ev-t10 +ev-tto +Ba•no +av-no +eor-1tD +6vmo w +eoano aev-n0 +Bamo +Bamo +evnto +In/mo +ev-tto +ev-no +evaln +ev-tto .ea -no +ea -no +eor-no 66 +eor-110 +fla-110 +Ba-110 aem-110 +Ba•170 +80/•110 +ea•110 +BD/-110 aBa-77D a8a-170 +Om-110 +8a-770 r9 6B aea•no +evt10 +Bv11n +ea•tm heo/-no +m/-tin +ev-no +eoFno +av-ttn +ev-110 +aa-110 61 +ev-11n +efirmo 1ev-710 .aa-t/o +ea•tm +evHo +ev-tto +ea-t1n aev-no aeoFtto y n +emnm +em-t10 +ev-tin +ea-110 +ea -no +eor-tto aeo/•tto +ea•t10 +av-tto 89 +Ba-170 18a-1f0 a8a•1t0 h8m-t i0 +Ba•71D +eor-11p aea-11p +Ba-710 ss +ea-t10 +ea -no +Bv-no +em-no +eoo-no .ev-uo a6a-t1D % +ea•nD aem-Ho +ea-110 +em-110 +eoFno +eor-no MAX 0.0.1PACINGIFANQIOmNG TMAOWHTHEfMNEPERBHEDe364 ADPUESTO B,COROAN0I0R5 TSB: TABIE21 MA%.O.LBPAONGIFANOIORING 1HROWHTNE INnGW1l FIN PERIHEET4 NOTAPPUGBLE 70 +Ba-770 +fla-77D +Ba-t 10 hBa-110 +Ba-110 72 a8a-110 +Ba-110 +Ba-770 aBa-710 74 +Ba•11D i8a•110 i801-110 7e aev-110 +Bv-110 r 71.76 +em-110 1 �-I 1.3IG 3.507 3.500' 3.5OM 5 .06� .062I� ��- . .062'(� O ANCHOR COVER I i1��� 3 �I� 1.' •�. + .864' .3D1' .63L6' O .835' O o J1_ � �1.3i6 1 JAN 'OHNEL FRAMEE O 4 FLANGE FRAME 1376• 3 INTEGRAL FIN FRAME EOUALLEC�BOX FRAME T� T O O FRAME4 � ALUMINUM �. B"r ITS SILICONE STRUCTURAL HOT -MELT BUf1'I. REINFORCEMENT BPUTYLE E DESICCANT FILL AREA Il—fi- SILICONE 5/16'NOM. SEAL 5/16'NOM. STRUMRNL WIW NOM. POLYISOBUTYLEN 1I4'NOM. FOAM BUMS SILICONE SEAL WRIT OESICCANf Wlill DESICCANT ROLL -FORMED O1•� DESICCANT FOAM STAINLESS STEEL EXT. GLASS EXT: GLASS EXT. GLASS IM. GLASS 1 EXT. GLASS INT. GLASS INT. GLASS INT. GLASS MITERED CORNERS WTI KODISPACE SUPER DURASEALO XL EDGETN �INTERIORAND 00 81N O O IEeMELDS a 4SG TPS SPACER NXT SPACER SPACER FRAME ASSEMBLY DEL ..__ EXTERIOR f:31 Pan# Description Material 80 Kommeriing 4SG TPS Spacer System et Ouanex Super Spacer nXT with Hot Melt Butyl See this Sheet for 82 Ouanex Dumseal Spacer Materials 83 Cardinal l4. Edge Spacer IIFERENCE TEST EPORTS:'.L 98B 397 # Part Descrlp0on Mawnal 1 6201 J-charulel Frame - PVC 2 620118 Flange Frame PVC 3 620119 Integral Fin Frame PVC 4 620120 Equal Leg/Box Frame PVC 6 620133 Anchor Cowr PVC 6 7 720136 720135 7/8' Glazing Bead 1' Glazing Bead PVC 74 Backheddirg, GE 7700 0 78 71646N . Settirg.Block (7/8' x 1- x NOTES: 1) SOME PARTS NOT SHOWN FOR CIARITY. 2)J-CHANNEL FRAME SHOWN, PART#I. OTHER FRAMETYPESAPPLY. 3) ITEMS a &73.75-77379 ME NOT USED AND ARE NOT PART OFTHISAPPROVAL. 4) ENERGI PVC TO BE LABELED FOR AAMA EXTRUDERCODE. PVC � r Dow 791 Silicone _ -_ :• 1/8',85+/_5dwo. EPDM e `` p,0.. LYNH 107E TECHNOLOGY DRIVE J •1�'�'�1cENse N. VENICE, FL 34275 (941 H80-1600PUT 0DPTwGHTo2un PcrlNDusrwEs, /' CERT.GFAUTH. W[aPBB ALL RIGHTS FFSERVED �%�••, tJ lI O . ST TE�F VINYL FIXED WINDOW NOA(LM&SM) 0 9/9114 ��(L`s'•.F20R10P. BOM&ASSEMBLY a4 JROSOWSKI 7�A's��NALIE PW-5520 - NTS111 11 OF 11 0� MD-5520.0 p B A. LYNH MIUEI P EX W70