Loading...
HomeMy WebLinkAboutNOAne Co v SCANNE V E9lUED FO� D BY CODE COMPLIANCE 0 M6D DDE St. Lucie County ST.I 0 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11 r15-250 BOARD AND CODE ADMINISTRATION DIVISION T (786) - ( NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). Ibis 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 AHD 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 descnbed herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 1TW-5520 Vmyl" PVC Fixed Window—L.M.I. APPROVAL DOCUMENT: Drawing No. MD-5520.0 titled "Vinyl Fixed Window NOA (LM&SM)", sheets 1 through I 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 it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0629.12 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. 17-0614.09 Expiration Date: Apri130, 2020 r� Approval Date: October 26, 2017 171 VO] 17 11 / Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted wider NOA No.14-0930.25) 2. 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. 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, Dumseal® spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. F7L-8717, FTL-8968 and FTL-8970, dated 11116115, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idahnis 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 08/01/14, signed and sealed by Idahnis Ortega, P.E. (Submitted under NOA No.14-0930.25) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5'" Edition (2014), dated 09/18/14 and 04107/15, 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, .E. Product Control xa liner' 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® 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 09115116, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5"' Edition (2014) and FBC 6' 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 NDA 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 ei ez, P.E. Product Contrkpaminer NOA No. 7-0614.09 Expiration Date: April 30, 2020 Approval Date: October 26, 2017 E-2 GENERAL NOTES: SERIES 5520 IMPACT RESISTANT, VINYL FIXED WINDOW 1)THIS PROOUCT HAS BEEN DESIGNED ATESMD TO COMPLY W MTHE REQUIREMENTS OF THE FLORIDA BUILDING CODE. INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVM. 2) SHUTTERS ARE NOT REQUIRED WHEN USED W WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE W IN ME HVLS. WE OUTBOARD B. SEE LITE(CAP)MUSTMNIPMED. SHEETS 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-0ADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM 093 CONCRETE MASONRY UNRS MID CONCRETE WITH MIN. SRI PER ANCHOR TYPE 4) ALL WOOD BUCKS LESS THAN 1-UT TUCK ARE TO BE CONSIDERED IX INSTALLATIONS. r- 1X WOOD BUCKS ARE OPRONA IF UNIT IS INSTALLED DIRECRY TO SUBSTRATE. WDOD I BUCKS DEPICTED AS MARE 1-1Q'THICX OR GREATER 1XAND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADSTO WE STRUCTURE WOOD BUCK DESIGN AND INSTALLATION IB THE RESPONSIBILTY OF THE ENGINEER. (EOR)OR A ARCHOECT OF RECO RD, (AOR), 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OFSUFFMIENT LENOW TO ACHIEVE EMBEDMENT.WSIALIATON ANCHORS SHOULD BE SEALED. OVERALL SEAWdFLASHING STRATEGY FOR WATER RESISTANCE OF INSTAIATION SHALL BE DONE BY OTHERS AND IS BEYOND THE MrVL.O.C. $COPE OF THESE INSTRUCTIONS. SEE TABLES 413 6) MAX IW SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION MERE ME PRODUCT IS NOT RUSH TO THE SUBSTRATE. USE SHIMS CAPASLE OF TRANSFERRING APPLIED S �.... (SNORTOR LONG k O. SEE MAX O.C.13 r~r TABlE5413 T LUVIBIBLE NT WIOTII MAXB HEIGHT _�_—__._-____ iVISIBLE _— _1 TABLES y (LONG SHOW UOHT S A BEE / HEIGHT I SHEETS I LOADSWOODBUM BYOTHER%MUSTBESUFFIgENRYANCHOREDTO RE IST LOAD9 IMPOSEDONTHEMBYTHEWINDOW. Bf_. T) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STMCIURALKIM.E TEST PRESSURE. FRAME ANALYSIS DESIGN LOADS PERAETM EASED ON B.ESSITNE FRAME LOADSAND ONWATER TEST PRESSURE. STRUCTUPAUCYCLETEST PRESSURE,FRAMEANALYSISAND GLASS -LOW BLESMME13ES C.OESIGN LOADS ARE BASED ONALLOWABLE STRESS DESIGN,ASD. B)THEANCHOMGE METHODS SHOWN HAVE BEEN DESIGNEDTO RESISTTIE W WDLOADS CORRESPONDINGMTHEREQUIREDDESIGNPRESSURE.THE3615%a^T WINCREYSE NABNOTBEENUSEDINTHEDESIGNOFTHISPRODUff- 11.GLOADOUMnONFACTOR WASUSEDFORTHEEVAUATIONOFMW ORSIMOY .MWORSTHATCOMEINTO COWACT W M OTNER DISSIMILAR MATERIALS SHALL MEETTIIE WQUIREMFJNTS OFTHE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE 9) METAL SUBSTRATE TO MEET MIN. STRENGM AND THIg ESS REQUIREMENTS PER CURFEW FLORIDA BUILDING CODE AND TO BE REVIEWED BY WE AUDIORTY HAVING NRISDICTION. 10) REFERENCES: TEST REPORTS FR-7897:=ULTRACON NOA: ELM CREIEFLEX NON ELCO AGURE- TOR NOA: ENERGI WINDOW AND DOOR PROFILES, LTD WHITE& SRONZEAIGHTER SHADES OF GIP COATED PVC EX RUSION NOA5: NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSVAFSPA NOS A ALUMINUM DESIGN MANUAL 11)RW-.9 TROSIFOLO PVB BY KURMAY AMERICA. INC. SG=ONO' SEMRYGLASO IWERIAYER BY MRARAY AAERICN INC. S' MAX OPTIONS ----.2 INSTALLATION INTEGRAL FW S DESIGN PRESSURES--.---6�10 BOAR SAS9EMBLV._.......... ....... 11 TYP. EQUAL-LEG/BOX & FLANGE FRAME (90°CORNERS) .0. SEETABLES / 41/ 5•MAX ---� L-- VLSI uGW HEIG VISIB E LIGH W OT VISIBLE LIGHT FORMULAS I WIDIN: BUCK WIDTH-43111B' HEIGHT: BUCK HEIGHT-43116• =T%L LSEETABIE CODER/ GTANDARDS USED: MAX BUCKWIOTINONGSIDE) 413 TABL •2014 FLORIDA BUILDING CODE"Q. SM EDITION (SHORTUAL-L SIDE) •2010 FLORIDA BUILDING CODE (FBC), STH EDITION TYP.EQUAL•LEG/BOXB •ASTM E13ooaB FLANGE FRAME (CURVED •ANSVAFSPA 14 62015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL,ADWMI5 OR ANGLED CORNERS) •ASI 5100.12 •AISC35610 IMPACT RATING I DESIGN PRESSURERATING LARGE SSMALLMISSILE IMPACT RESISTANT VARIESPERGASSWRE,SEE TABLES 413. 'HEM 610 MAX. BUCK WIOM SEE TABLES 4B (SHORTORLONGSIDE) -" D. SEE MA" 0C.SEETABLES49 SHEET4 �- _ VISIBLE LICK UGWmW ,SEE 413 r , - — - OR TIDE) 1 VISIBLE C LIGHT HEIGHT / HAX OF. T SEE J TABLES K D f - 1.25•MAX — TYP. INTEGRAL FIN & J-CHANNEL FRAME (90°CORNERS) (ANCHORED THROUGH NAIL FIN) B E HT S MAX. A MAX. O.O SEETABLES 413 11 HEIIEGHTGW, SEE TABLES ONO RIS SHORT SIDE) M 125• j I MAx. VISIBLE LIGHT HEIGHT VISIBLE LIGHTWIDTH MAX O.C. SEETASLES49 MAX (SHORT OR LONG SIDE) 8 _ (SHOW OR LONG SIDE) TYP. INTEGRAL FIN & J-CHANNEL FRAME (CURVED OR ANGLED CORNERS) (ANCHORED THROUGH NAIL FIN) C.SSE SKEET MA) RUCK HEIGHT. SEE TABLES 4 9 (LONG OR SHORTSIDE) MAX BUCK HEIGHT. SEE TABLES" (LONOOR SHORT SIDE) � § � 3 ^•B O p@ W ZE O p CJ N O=F' °ISRA 0 0• NN O J O Z.U- Iqo ^i 0 9 L=i (WO •_ 2, 9vNA n W i p 2 Z $ Q � Z > A ® 2? OO IoeW F Z 3 W ¢ W o Z z °I° 5 LLo X O N T� Z W j (7 a Glata Type Description Table # 7 7/6`Lamlrlalel LG.:I78'A Entedor Cap+7/i6•Ab Space+5116'lanilmded;(2)Uleaofl/8' A Glass wth.090-PVB Bderlayer 4 B 718'Laminated l.G.:1/8'TExterbr Cap +7/i67Alr Space+&IS'Laminated;(2)Iltes of7/&- A Glass wlN.09W PVB lmedayer 5 9 7/8'Laminatedl.G.:3r16'A ExteMr Cap+3/6'AJt Space+SMS'Laminated;(2)Lites ofl/B' A Glass vriN.09V PVB Wetlayer 6 10 71W Lamimatad I.G.: 3/16' T Extedor Cap+3/8' Air Space+ 5119' Lanalmd d; (2)[Jest of 1/8' A Glass with .090' PVB Inledayet 6 11 VLaminated LG.:1/6'TExledcr Cap+7116'ArSpace+7116'WNllate:(2)Ulm of3116' A Glass wn.09W PVB Nledaye 7 12 1•LamWted LG.:3/16'A Exterior Cap+3/e'Air Space+7/i6•Laminated; (2)LNes of 3116` A Glass with.09W PVB hdedayer 6 13 VLaminated I.G.:3116'TExtedor Cap+3/8-Air Spore+7/16•Laminated,(2)Uhm of3/16' A Glass Wth.OW PVB htelayer 9 14 1' Laminates! LG.:3/160 A Exterior Cap+313• Air Space+ 7116' Laminated; (2) Ulm of 3/16' A Glass with .090` SG Intmaye 10 15 1' Lemlrlated LG.:3/16' T Extedor Cap+ 3/8• Alr Space+7/16' Laminated; (2) Lites of3/1fi A Glass with .090. SG Wedayer 11 16 1•Laminated LG.:lie TExledor Cap +7116'Air Space+III 6'Lunhuied:(2)Ldes of3(16' H Glass with.090• SG Onedayer 12 17 11. Laminated LG.: 3/16• T Exteda Cap+SRI' Air Space+7116' Laminated; (2) LHes of 3119' H Glass W th.09W SG Nledaver 13 Group Anchor Substrate Min. EmbadmanC A #10 SMS (steel, IB-B S.S. or470 S.S J S P (SG=0.65) 3/8' SteeP.. A36• 050* 0.'(18 tUd, Sletl StuQ A653 Gr. 33•0.0451' N2-VZ' (18 Ga.) Aluniem, 6063-T6' 0.05W 3/16' stem Ulumon P.T. Southern Pine (SG=0.55) 13/8' Conerele (min. 2.85 km) 1-W Ungreuled CMU, (ASTM CEO) 1.1/4' B #723MS (steel, I" S.S.Steal, W 410 S.S.) P.T. Southem Pine(SG=0.55) 1318' A38• 8 0.050' Steel Stud. A653 Or. 33' 318, 0.0451' (18 Ga.) Alumlesn, 606345' 318' 0.063' 114- steal Ulbacon P.T. Scumem Pine (SG=0.55) 1• 13/B' 1/4' alai Cretelm P.T. Soulhem Pine (SG=0.65) 1' 13/B• 1/4` asset AggmGalar P.T. Southern Pine (SG=0.55) I. 13.19' C 1/4` else Unmcri Concrete (min. 285 Ks0 1' 1-TV Uni mited CMU, (ASTM CaO) 2-10 1-114' 1/4' steel Creteflu Cncmle(min. 3.35 Kai) 1' 134* 1/4' steel Ummen Concrete (min. 285 K60 2-11T b314' D 1/4' steel Cretefex Concrete (min. 3.35 Kai) 2-1/2' 13/4' Uagmuled CMU, (ASTM C-90) 2-1/2' 1-1/4' 1/4'sleN Aggle-0ator Comrete m1a 3.275 ks1 Grelded CMU, (ASTM CEO)11 7-1IP 318' 2' 1 Fn 1.nI 1.IN]FIiRAI FIN Group Anchor Substrate Mi. EdOo Distance Min. Embedmene E 2-1/2 x .131' Gammoi P.T. SMherrl Pire (SM5) 313- 2-7/16' 2-1? Polgcharsc Rwdl° Neil P.T. Solahem Pine (5G-.55) 318' 2-7/16' F #iD Trlasheed SMs (.teal. I" S.S. a 410 S.S.) P.T. soutlem Plre (SG=.65) 10 13/11' Aisrdmmn Soli}T5' 31V 0.050, Sleet Stud, Dr. 33' 318, 0.0451' (ts Go.) Steel. A38' 3B' 0.050` #12SMS (suet, 188 S.S. a 410 S.S.) P.T. SMhem Pine (WG .55) g/18• 13/8' Aluraeom 6063-TV 310' 0.063' Steel SM1Id, Gr. SS* SIaeI.A36' 3'B' 0.050' -MIN. OF 3THREAOS BEYOND THE METAL SUBSTRATE 'UNGROUTED CMU' VALUES MAYBE USEDFORGROUTED CMU APPLICATIONS. '9-ANNEALED 'W- HEAT STRENGTHENED T-TEMPERED 'PVB',090'TROSIFOLm PVB BY KUFARAY AMERICA. INS 'SG•,MYSENTRYMASG INTERLAYER BY KURARAY AMERICA INC. 'GLASS TYPES 14 THROUGH 17 MY NOT BE USED WIDI JCIANNEL OR INTEGRAL FW FRAMES. WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW: BOX OR EQUAL. FLANGE LEG 9� JLHANNEL INTEGRAL FIN ALLARCHREMIRAL WINDOW SHAPES QUALIFIED, COMMON EXAMPLES SHOWN WSCRISETHE SHAPE INA BLOCK (SEE EXAMPLES BELOW), AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURETAMES L13, SHEETS 610. LONG LONG LONG SHORT SIDE -"1 SIDE SIDE SIDE 1- IF 00 li1i 1� 1W LONG LONE LONE LONG LONG {' F-- SIDE -i I�_snTE_ 'l It SIDE -"i )�' SIDE �1 (-- LOW 1 Tj I ll�LQ 1 owl iN� oy o0 00 • MIN. OF 3 1HREADS BEYOND THE METAL SUBSTRATE. Maeda Mh. F] Mh F. am Saes 92kd In ksi 15a Saes wk,1 95ksi 41011aev 9Dkd 110ksi Eko Aag6 de0 571a Wksi Bm UkaCa10 1551k9 In ksi 4103SBm00eRMS 121.411d 1B97 MI B061T5AUmoem 161 22ksi ASBusa 38110 5111oi Gt. 339ed SIW WIG 45 ka1 J TECHNOLOGY1070DRIVE N. VENICE. FL 34275 (sa1)-a50-1600 a16GG ® CCPVRIGH]O]01]PGL VIDUBneEe, INC. CERT.OF AV]H. Y29266 AU PoONIS RESERVED VINYL FIXED WINDOW NOA (LMBSM) g 9/9/14 GLASS/ANCHORS(FRAME OPTIONS JROSOWSKI PIN 520 ,H NTS�j 20F 11 oz" MD-5520.0 B I osRODUCTREVISED IvuutwDe aW FIaMII LYNlY1 * : No. 58705 PODat •.. a ��..'•/4�: log AL ALYNNNIGER,P.E INSTALLATION DETAILS FOR FLANGE & EQUAL-LEGBOX FRAMES I INSTALLATION OPTION 2 ANCHOD OUE INSTALLATION DBERYIO CONCRETEFCMU. OPTION 1 EMBEDMENT ANCHOREDTHRWGH —rl-. WOE DISDWCE FRAMEWTO2x WOOD 1N-MAX. FRAMEORBUq(STRIP. J_ SHIM 2 SEENOTE2.THISSHEET' EDGE EMBEDMENT DISTANCE F ANGE FRAME 3HOWN 2 Ulm EMBEOMENT�AND EDGE .. SHIM DISTANCE PFR TYP.ANCHCHORTYPE, SUBSTRATE. .. EMBEDMEWMD SEETABLE2.SHEET2 6 EDGE DISTANCEPER SUBSTRATE. SEE a 5 TASLE2,SHEETZ BUCK VISIBLE HEIGHT LIGHTHEIGHT 1•THICKLG. R 1) USE ONLY SUBSTRATEJWPROPRNTEANCHORS LISTEDONTABLE4SHEET2.F WEMBEDMENT ANDEDGEOWNMAE SUSEANYINSTPDEOF OPTION SNOWM MAY BE USED ONAIA' SIDE OFTHE WINDOW. 2) MASWRYANCHORS MAYBE USED INTO NOODA4 PERTABLE 2. SHEET 2. ALL WVOD BUCKS LESS THAN I.IW THICKARE TO BECONSIDERED 1X INSTAWTIONS. iX WDOD BUCKSARE OPNONAL 6 UNITIS INSTALLED DIRCMYTO SUBSTRATE. WOOD BUCKSDEPICTEDAS2XPPE141 THK:KOR GREATER. 1XAND 2X BUCKS OMIEN USED) SHALLBE DESIGNEDTOPROPERLYTRANSFERLOADSTOTHE UC RE.LWODBUCKDEBTWSTAATON IS HE RIM WOFTNE ENOINERORARCHRECTOF RECORD. 3)VISIBLELIGHTWIDTH HEIGHT(HBO REFERRED TOMB DAYLIGHT OPENING) IS MEASURED FROM BEADING iOBEA01N0. TYP.ANCHORTYPE, EMBEDMEMTAND EDGEDISTANCEPER SUB TE, SEE TABLE2,SHEET2 —1M• MIIX.SHIM SRIHID T 1 EMBEDMENT INSTALLATION VISIBLE LIGHT FORMULAS WIDTH: BUIXWIDTH-OJH6• OPTION 2 nEIGHr: Buac HeGNr-Osne' ANCHORED THROUGH EDGE DISTANCE FRAMEDIRECTLYINTO VERTICAL SECTION B-B cWraETErcMu. 1-THICKLO. �T/B'THICKI.D. — wsBLE uo1TW1D7H BUCKWIDTH HORIZONTAL SECTION A -A INSTALLATION OPTION 3 ANCHOREOTHROUGHFRAMEANDIX BUCKSTMP Iwo CONCRETEICMU. SEE NOTE 2. THIS SHEET. 114• MAX q SHIM I Q o�0 T EOVAL- LEGIBOX MAME SHOWN DAREAPPROVEDMUWON.FBCCOMPLVWTAWMINUM9TEELFRAMINOORSTL MO MAYEEVERTICALORHORMOWA SEESUBSTRAT MR ERTESTABLE3.SHEET2. va• MNL 01001102STEEL +I 174'MAXSHIM SMS (05), SEE �TABIE2, 3H=2— FLANGE �J EOUAL LJ FRAME II�r LE(UBOX MMMSNOWNIAOLJ EXTEffIRlIOR SE 0� INSTALLATION V INSTALLATION OPTION 4 OPTION 4 ANCHORED THROUGH FRAME INFO METAL ANCHORED THROUGH FRAME INTO METAL 107UTECHNOLOGY DRIVE N. VENICE, FL 34275 (94t)-480-16000-1600 yff. COPYNGHTO'1017 P(iTDIDDSIliIE9.INC. CERT.OFAUTH. g29298 ALL RGHTBREBBNFD VINYL FIXED WINDOW NOA(LM&SM) § 919114 x FLANGE & EQUAL-LEGBOX FRAMES gm J ROSOWSKI PW5520 y NTS F 30F11 0� MD-5520.0 JklB EMBEDMENT EDGE A. TYP.MWOR TYPE, EMSEDMEWAND EDGE DISTANCE PER SUBSTRATE.SEE TABLE 2, SHEET2. INSTALLATION OPTION 5 ANCHOREDWROUGH INTEGRAL FIN INT02K WOOD FRAME OR BUCKSTRIR SEE NOTE2, WISSKEET. BUCK MSISLE LGNT HEIC-11T HEIGHT E%TEIDOR a F EMBEDMENT 1/4'NAXSHIM EMBEDMENT i EDGE DISTPNCE L1/4'MA%.SHMA TYP. ANCHORTYPE, EMBEDMENTAND EDGE DISTANCE PER EMEOMNANDE. EIV®EDMENTPNDESW SUBE2.SEETZ TABLEWIDi F2. SEETACEPERSUESTRATE, (SCREW SHOWN) (Nm SmLE3,SHEET2. (NNLSNOWN) RSHONTiE uuuo INSTALLATION o OPTION 5 AN QREDWROUGH AL NTEGRFN NT02X MOOD FRAME OA BUCKSWIRSEENOTE 2, EMBEDMENT THIS SHEET. VERTICAL SECTION D-D NOTES 1) USE ONLY SUBBTRATEAPPROPRIATE ANCHORS LISTED ON TABLES 2 S 3. SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OMION SHOMM MAY BE USED ON ANY SIDE OF WE Y4NW W. 2) MASONRY ANCHORS MAY SE USED INTO WOOD AS PER TABLE 2. SHEET 2. ALL MOOD BUCKS LESS THAN 1-U7 WICK ME TO BE CONSIDERED 1X INSTALLIS INST 1%WOODBUCJ(S SUBSTRATE. IF UNIT IBINSTALLED EDASZYTOSUBSTRATE. WOODBUCKS DEPICTEDAS(W I-lEN USED) ORGREATER 1%AND 2X BUCKS LY TRANSFER USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO WE STRUCTURE. WOOD SUM DESIGN ANO INSTALLARON ISTHE RES('ONSIBILitt OF THE ENGINEFB OR ARf11f IECT OF RECORD. 3) NSIBLE LIGHT WIDTH GR OPENI (ALBS REFERREDTOAS BEADINHTOPENING)IB MEASURED FRO M BEADING TO BEADING. INSTALLATION OPTION 6 ANCHOR MOH TO M NT02X FRAMEIMODD FRAMEO2.WDSHEET .SEE NOTE 2, THIS SHEEP INSTALLATION OPTION 1/4'NA%.SHIM ANCUWOTHROUGH RBUCAFlN �- EDGEDISTANCE TNT. SWOODFRAMEOSHBET. TRB'. SEE NOTE 2. THIS SHEET. J IiANNEL EXTERIOR fr--- MSIBLELIGWWIDTH FRAME SHOWTI 10, BUCK WIDTH HORIZONTAL SECTION C-C DADE APPROVED MULLION. FBC COMPW NTALUMINUM3TEEL FRAANG OR STE! 1/4' MAX. SHIM INTEGRALFIN TYP. ANCHOR TYPE, EMBEDMENT FRAME SHOMM p e ANDEDGEDISTANCEPER SUBSTRATE. SEE TABLE 3, SHEET2. INSTALLATION OPTION 7 (SCREWSHOWN) INGTNTOMENTHROUGHI-E3,SEE72. , NTO METAL, SEETABLE 8, SHEET 2. EDGE DISTANCE VISIBLE LIGHT FORMULAS WIDTH: BUCK WIDTH-4O116' HEIGHT: BUCKHEIGHt-4+Y16' va' MAx sHlm BLES 2 S 3, SHEET2. jai INTEGRA � CHORTYPE. FIN EMBEDMENTANDEDGE FPAIAE DISTANCEPERSUBSTRATE, SHOWN SEE TABLE 3, SHEET 2. (NNL SHOWN) FIN ANCOR FLANGE YBE MAREMOVEDW-FI30EXTERIORfDTr;_ f•I V INSTALLATION OPTION e INSTALLATION TMROUGHTHE FRAME. INTO META, BEETABLE 2.SHEET2 T07UTECHNOLOGY DRIVE N. VENICE. FL 34275 (941)480-16001800 HU® COPYWGMBM17 FDTIMUSITIESM CERT.OF AUTH. B292f18 ALL wGMS TEBEFWFD VINYL FIXED WINDOW NOA (LMBSM) 8 9f0114 J-CHANNEL B INTEGRAL FIN FRAMES B,SJROSOWSKI Y PW5520 x N70 2 40F 11 of MD5520.0 � B * NM 58705 P£ 7/16' AIR SPACE- 1/8' A_ GLASS— < E] 1 RIOR 7/16' A/A PVB 7116' AIR SPACE 1/8' T GLASS < Ej T mm B0�B3 7R• NOW GLASS TYPE 7 1'NOM +{ GLASS TYPE 11 1•NOM. —1 7/18' A/A SG 3B' AIR SPACE 3/16' T GLASS aEXTERIOR 8O8B GLASS TYPE 15 •A•c ANmE o •H• = HEAT STRENQOIENED T=TEMPERED •PVB•=ABPTROSIFOL® PVB BY KURARAYAMEo W0. INTEALAYER BY gIRARAYAMERICA WC. 7/B•NOM. 5/16" A/A PV13 7/16' AIR SPACE 1/8' T GLASS a LGREWOR B0d1 GLASS TYPE 8 1•NOM 7116' AIA PVB 318' AIR SPACE 3/16' A GLASS BD83 GLASS TYPE 12 If 1•NOM -.i 7/16' HIH SG WIT AIR SPACE 1/8' T GLASS .. aE%IERIOR B0d3 GLASS TYPE 16 mYPE51OTHRWGN OT BE USEDMH ELORINTEG FWfPAMES 7/B•NGM 5116' A/A PVB 31W AIR SPACE 3/16' A_ GLASS aE RIOR 6G83 GLASS TYPE 9 7116'A/A PVB 3/e' AIR SPACE 3/16' T GLASS aEXIEWDR eaB3 GLASS TYPE13 1'N0M. 7/16' H/H SG 3/8' AIR SPACE 3/16' T GLASS aEMERIGR B0b3 GLASS TYPE 17 �-�{ )/B•NOM 1� 3/8" AIR SPACE 3/16' T GLASS a9?mgam- 8D83 GLASS TYPE 10 1�- 1•NOM. +-1 7116'NA SG I I 3/8' AIRSPACE 3116' A GLASS aE RIOR BO83 GLASS TYPE 14 By Mimvi Derb PmduMCand E%TERIOR 12•NON.GlASS ar- BmEm TYP. GLAZING DETAIL NO CHANGES THIS SHEET. s TABLE 4 Window Design Pressure, (+I-psf) �ememue 1I8° A Cap -Airspace -5I1G An h PVB u TIM ttro: 7 wmaow Long sl6o (In) DerI.mIcns 51.05 54 56 56 82 64 68 72 76 80 84 87 to 41-W +1-50 +m 4/-60 4/50 +/-w Yl50 H4i0 Y150 4I50 H.50 +/-50 20 41 w ♦/-SO +150 41S0 ♦/50 +/60 +Im +160 W50 +/60 +ISO W." 22 4150 +/SU 4/60 N50 +1.50 ♦140 W60 +150 +ISO +ISO +ISO 4/50 24 +/SO +150 41S0 W-w 4/50 ,/50 .140 4/50 +/SO +I50 +t6 +160 26 +/-60 +I50 +ISO W-80 +t-5D +ISO 4/SO +150 V60 +/50 1/60 i/60 28 ♦ISD ♦ISO +/-fi0 41- 11 +/50 +ISD W/ +1-0O ♦/60 +/50 +ISO 4/-50 30 +I50 +MO +A50 4/60 +ISO +140 +/50 +140 +150 +/-50 ♦1-50 32 +150 4150 +ISO 4I60 i160 i150 a/60 +/60 N•60 +/SO 3 34 4150 4/S0 +/-EO +1-60 I.SD H60 +140 +/50 +I60 36 +/60 +/-s0 4I60 4/50 41SO +Izo M60 4160 b 98 +1410 +/50 1/60 +I60 4/S0 +150 4/60 1 40 +ISO +/50 +140 41-N t/4$0 +/SO 4,i +hSO +F60 +MO +/60 H60 MAII-O.GSPA[INGIFAN[MPoNG T1010IABITHEfRAMEPFPSXEEl5364 —O.CSPADNGIFANDIONNG 1HROILHTME VOFGMLfIN PFNSH&T4 42 ♦A50 +/60 +I60 +I50 APRI6TOA,B,CORDAN0tlN5 (%rTABIEA MPUSTOEORFAN0IORS (SFr TA61E3) 48 +ASD +150 ♦/60 40 +160 +160 55• A• 51.05 +/60 �- Window Design Prsseure, (+I-psO use DeLNe mrGe a 11W T Cep -Airspace-5116' A/A with PVB Tryc 6 Wm wm Sme on) DtmemMs 60.926 64 1 66 6e 70 74 77 80 04 87 92 97 99 32 +I60F+1�0 +160 +/SO +I60 t/50 +/SO +/60 +/� +f50 i/6D also 4/6O 34 4140 +150 +/60 ♦150 •/-50 +ISO +/SO 4/-M H/SD +Aw +147.3 +1i6.7 38 +15D +ASU 4/-W +160 +/50 t/60 +160 0-90 4/S0 t141.5 +/45.4 +1-4CS 38 +160 +/60 +/60 +/-a +1-60 +/•5D +/60 +/60 4H9.1 t/46.1 +/43.9 40 4/50 +A50 +A80 +150 +150 +/-'A +/SO +/-60 41482 4/45.1 42 +)60 +/SO +r50 4160 +150 +160 4/8D +149.5 Y/47.4 M 4140 +ISO +140 41SD +f50 +/50 W60 +148.9 $ y, 46 +ISO +I60 41.0 +ISD NSO +l50 +149.9 a 48 4140 v-5D 4/50 4/60 N50 +160 50 4140 +/-W +/.SD 4150 +16D +/So 52 +I50 +/60 +F60 0-50 +/.w NAK O.GSPAONGIFAACROMNG 1101mK41THEPRAMEPFR5HEE12354 MAR.O.CSPAUNGIFANOIDRING nmOUGHTHEINIFGMLFINPERSNU74 94 N60 4/-50 +1i0 +/60 APPL161DA, B,COROAN0m0.5 (sEETABIEN ANOIO APPUFS TO EORF RS (SEFTABlf 3) 66 ♦/60 M-60 +ISO all+I60 NS0 SA 3SF00.EANONIR5, 4' FORFAN0On 60am +/50 F-- LONGSIOE "on SIDE L- r— LONG SIDE --+� SHORT SIDE L F= LONG SIDE �1 SHORT SIDE I LONG SIDE _ SHORT �I SIDE F` NOTES: 1) WCN DIMENSIONS SHOWN. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAIEASLE SHORT OR LONG DIMENSION. 3) MR ARCHITECI.I L WWDOWS(SEE SHEET 2). FINDTHESI A ESTSDUAREWR100WSIZEIN THE TABIE(S)ABOVE WHICH THE ARCHRECTIIRAL WINDOW wLL COWL-ETELYFIT WOH W. PRODUCTRSVISED plyu,I�IRroa FlIrib Dc ul4'Pi4C Attapbwe No Eaplwbnptle D7 Miaw O—�(StdNQ NO CHANGES THIS SHEET. n ^aN m 3 O 0 m sIW y (9 N 0 A Q J O i Z LL n ^ m ILI p3 Z u m a«D n cif o Q Z Z m O m 3 Q F ® g Q 3 m LL �I Z C� aV m 411 'xp sauaj �. ^ No. 58705 Window Design Pressure,(+1-P5) wem uwII 3116'A Ca -Alrs ace-5116'A/Awl01 PVB team 9&10 3/16'TCe -Airs ace-5/16'A/AwAh PVB Windex Lm9 side C.) DmwmTcn3 60.928 64 66 9& 70 74 77 50 84 87 92 97 99 32 +100 Nog NSO 0-50 N-50 NSO +ISO 0-50 +ISO +1-50 MfA +l-W 44a0 34 +foe 450 +ISO 450 NFU 0-30 +I50 +AW NSO N-60 NSo NSD 4S0 38 NS0 +/-W +1-60 +ISO NSO +/-!A +/So +l-SD +1-50 NSO +ISo NSD NSO 38 NSU 4/-ED +ISO 415D N-60 ♦150 +100 +A60 +/-50 +1-50 +I50 +1-w 40 Na N-W +)M 4/50 +/FU NSO +IFU +150 +A69 41o0 N-50 42 +150 +ISO 0-50 NSO N50 NSD ♦l00 41-50 +/SO N-50 ' m 44 +/S0 +150 +/SO NSO N50 +IFO 46D +/50 +/00 YFS 48 +ISO 4-90 +ISO NSO N-50 +l-m +I50 +1-60 ba N-60 +Iw +/-60 N-50 +1.50 +/-w N493 m so N50 +1S0 +ISO 4150 NSO N-m EL 2 NSO +IiA +FW +liO• NSO MO%.O.CSPAQNGIFANOONNG TNROUIIm$mwpERSHEEl53&4 AW..O.CSPAONGIFANCNOGNG THROUGHTHEINaWLFINPERSHFET4 5 N50 +/SD +/50 N-SO APPUBl0FRB.CORDANQpRS ISEE TA&Eu APPOBNEORFANCHOM (SEETA9113) 58 NSU +1SO +I-50 8 +ISI) 4-M 7S 35'PoREANOmpi, 4'fORFANOIOB 60.928 NFU TARLF T " Window Design Pre3sure,(+1-psf) 1beeitl w I., Gme Type 11 1/8'TCap - Airspace -7/16'AIA wlih PVB W m. Lm10 sue On) Olmwelom 60.926 6q 66 68 70 74 71 1 80 B4 0 1 92 97 99 32 +170 4/-7D I +/•7D +/-70 V70 +1-10 +P70 4170 41-70 ea0 +a70 4170 +/-m 34 +/40 +I-70 4/-70 +/-70 N-70 N-70 4170 41a0 N-70 N-70 +M 4170 Nero 36 NAM +1-M N-m +170 +/-70 4170 +PTO +1-70 +1.70 N70 +F70 4170 0.70 38 N•70 ♦/-TO N•70 +1-70 +/70 +1-70 +A70 +/-70 ♦/-70 W-70 4A70 4I-To 40 N-70 4)-m +1.70 4/4D 4/-70 41-70 +A70 41-70 +/-70 4/-70 4A70 42 N-70 N-'m 4Fm 4F70 N-70 +I-'FO W-70 W-TD 4/-70 +1-70 € 44 +/-70 41-M +/-70 +A70 N-70 W-70 +1.70 N•70 4/-70 y 46 4/•70 41.70 41.70 0.70 N-70 N-70 +1-70 W-70 g 48 +170 41-M 4/-70 1 4140 1 N70 N•70 1 +1-70 tb +l•70 41.70 W-70 41-M 4/70 41-70 62 N-70 . +1-70 4/.7p +/•70 MAX D.GSPAONGIFNlO1pPoNG 1XII000NTHETMA@PBSNFEn 3&4 MAA.OL. mAONGO'ANCMDNHG TMOIGNTHEINDflULFIN PERSHnTI 64 H70 4/-70 +A70 N•70 APPlRSMEICOROANOLORS (sEEUBux1 APNBTOFAN=R5 (SFFTA&E3) fib i/70 +/•70 +/-70 7�r 68 +I70 N-70 6oazs +/7a TABLE DIMENSIONS MAY BE } ORIENTEDVERTICA YOR HORUONTALLYAS SHOWN. LONG SIDE +— LONG SIDE L' r 1 1SHORT SIOE --I SHORT L —1 SIDE )~ LONG SIDE ---�{ SHORT = SIDE L LONG SIDE 1 SHORT SIDE NOTES: 1) BUCK DIMENSIONS SHOWN. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVA L-E SHORT OR LONG DIMENSION. 3) FOR ARCHDECTURAL WINDOWS (SEE SHEET 2). FlNDTHE SMALLESTSOUARE WINDOW SIZE W THE TABLES) ABOVE WHICH THEPRCHIIELTURAL WIN00W WILL COMPLETELY Fn WTIHN. NO CHANGES THIS SHEET. Y 7 0 Y m o 0: m w � •fro F C O� O,o G O LL xD m R UUm eE w, GxD D O z a .LL o F. i OQ W IrVS ® u z w rc o X LL LL Z Z 7 N N o z w 3 � o a •nR xro Fwos * t No. SB7a5 O: poq :. A 1 r�,��� F ( TABLE 8: Window Dea)gn Pressure, (+1-pst) *G 3116' A Cep-All�ace- 7116° AlA with PVB 0 c6a ryPa: 12 W N (mg 81de (In) DlidenBlam 69.649 71 73 75 78 80 85 a6 89 92 96 99 32 +1-70 +1-70 +/-70 +/•70 W-70 +/-70 +/-70 +/-70 +I-70 +1-70 N-70 H-70 34 +1-70 +}70 +}70 4/-70 +/-70 +1.70 +1.70 +/-70 +1-7D H-70 H-70 Hd0 36 +}70 +1.70 ♦}70 +1-70 H-70 H-70 H-70 +/-70 +/-70 +(-T0 +1-70 N-70 38 +1-70 +1•70 f}70 i1-70 +/-70 i1-70 H-70 +/-TO +l-]0 +/-70 +(-]0 +1-70 40 +}7p +/-70 +}]0 H•70 +/-70 H-70 H-70 H-TO +1-70 +140 +/-TO 0-70 42 +}70 +/-70 +}70 +1-70 +/-70 +1-70 W-70 H•70 HAD +/-70 +/69.5 /6 7 44 +/-70 +/-70 +1-70 +1-70 +/-70 H-70 H-70 +/-70 +/-70 woks +/-66.4 +1.61 46 +}70 +}70 +}70 +1-70 +1-70 H-70 H-70 +/-70 +16a9 OWA +(63.9 +161.] 48 +/-70 PTO +}70 +/-70 H•70 H-70 H-70 V-70 +l•6'I.a +1L 3 +/_61.9 +Id9.7 60 +/•]0 +}70 +/-M 41-70 H-70 H6a5 +l6a0 ♦/6a9 +/034 +1-59.9 s� 52 +}70 +}TO H-70 +/-70 +1.70 +1-67.8 +/�6.9 +1-64.2 0.61.6 y 5/ +/-70 +}70 H-70 H-70 +/-70 Hoag +165.3 +16 5 66 +4m +h70 41-70 +1.70 +/69.2 +16 7 H638 67 +(--70 +h70 +1.70 W-me H6a1 W1 SO +/-70 +/-70 +I a7 +167 Ho63 62 +NO +(6a9 4167.9 +1 62 MVL O.GSPAONGIFANOtlI11NG 1HROWNIIEFRAMEPERSHEER3&< VW40.CSPAONGIFAN010RlNG THROUGHINEINIEGMLFIN PEASNFET4 64 +}70 +/663 H66.3 66 +1699 +16a7 APPN6106.COHOANOtlAS ISEETAeIEn APPNESTO FANOORS ISFETA&E3) 66 +168A sr a° 69.648 H6).1 TmLE9 Window Design Pmwwo,(N-p5f) � ffdd form 3116" T Cap-Almpace-7116' AIA with PVB F Tyre: 13 WlndOw Long Md. (W) OMwl4ne 69.S49 TI 73 76 78 80 86 86 89 92 as 99 32 +/-70 +1.70 +1-70 +1.70 H-70 H-70 a/•70 +/-TO a/-M H-70 H-70 41d0 34 +1-70 +1.70 +}70 +1-70 0-70 +1-70 +1-70 +/-70 a/-70 H-70 +/-70 11-70 35 +1-70 +1-70 +1-m +/•70 +1-70 +1-70 H-70 41.70 H-70 0-70 ♦/-70 4f•70 38 H-70 H•70 +/-70 H-70 +1-70 +1-70 +/-70 H-70 H40 H•70 H-70 41.70 40 +/-70 i/-70 +/•70 H-70 +00 +1-70 H-70 +1-70 H-70 H•70 +/-70 1/-70 42 +/-70 +}70 +/-70 H-70 H-70 W-70 +/-70 +1-70 H-70 +1.70 W-70 +I-70 qq +20 +/-70 +/-70 H-70 +/-70 +1-70 +/-70 41.70 H-70 +/-70 H-70 +/-70 46 +1`70 H-70 +1-70 W-70 4/-70 .1-70 H-70 H-70 H-70 +/-70 H-70 +1686 48 +1-90 +1.70 +}70 +/40 +/-70 H-70 +/-M +/-70 H-70 H-70 H6aa +1 3 50 +}70 +/-70 +/-70 +1-70 H-70 +1-70 41.70 W-70 +1-70 +/-70 0i 5 x 82 +/-70 +/•70 H-70 +/•70 0-70 H-70 H-70 +/•70 +I.70 H6&8 y 64 +NO +}7p +}]0 a/-70 1/-70 +1-70 a/-70 H•]D f/646 fib +1.70 +/•70 +h70 +/-70 +1-70 0-70 H-70 H-70 5/ +/-70 +/-70 +1.70 +/-70 +/-70 +/-70 +l-TO 60 +/-70 +/-70 +/-70 +/-70 41-70 +1-70 62 +1-70 +}70 +}70 +/•70 ♦1-70 M 0.GSPAONGIFMMMNG TNNOWN FMMEPFRSHFER3&4 M .O.C.SPAONGIFANCHOMNG THPDIIGN7NEINFEQULFWPFRSHM4 & +F70 a1-70 +/-70 4/-70 APPUESTOB.CoRDANO100.5 (SF wix 2) APPUFFTOFANOIORF aFTTAGIE3t 66 +(-70 +/-70 +}]0 fig 1 +}70 +h70 LSS• 39' 0.649 1 +/-70 F� LONG SIDE SHORT SIDE L �- LONGSIOE SHORT SIDE L LONG SIDE y1 SHORT -1 SIDE I SIDD E 1 SHORT SIDE NOTES: 1) BUCK DIMENSIONS SHOWN. 2) FORSRES NOT SHOWN. ROUND UP TO THE NE%TAVMLABLE SHORT OR LONG DIMENSION. S) FORARCHDECTURAL W WUOWS (SEE SHEET2). FWD 1HE SFMLLEST SOUARE W WDOW SIZE W IHETPBIE(5)ABOVE WHICNTNE ARCHIIECIURPl WINDOW WILL LOMPIETELYFnYATHIN. NO CHANGES THIS SHEET. a � m 0] aay N LL n i `i Z UU! 0¢ � p�p oZOq� � a Z w J LL O ® 9 00 wws N Z ] 0 W Z < W °mG x LL 0. a Z o N K Y F_D N Wo Z w 3 5 0 a q)G 'aeb 6avo5 ', "Y LYNFV4fi * NO, SSM5 •��'S _-0 `Z *_ 8TLC F:O/�: -C ORI OA-. -.fn�.S� rABLE 10: wmm Omen"= W.649 71 32 +80/-110 +W-110 34 +W-110 +8010 36 +W110 iW111/0 30 1 +WI.109.7 +801-1W.5 40 +H0 106.3 + 10&11 43 +BN-103.3 +80MOV 40 +BOP1W.7 iW-99.8 48 1 +93/-911.4 +W+97.5 wan 3M6'A +W1A 1 W +00/A G +W408 1 +BW-821 1 +W-804 64 +W429 +80142 I i801-B0.1 1 +1.78.4 66 1 +W-81.1 ji+W401 W-783 W I H-79.3 I +I-78A W.649 I N-7T.7 BLE 11: 14 +801-110 +W41.3 1 +80/40A 1 +/-7&1 MNLO.L SPAONGIf AN(lI0111NG MMC.LSPAONGIFANOIONNG TNGIWIwEfMF4PfRMWS341 TWMU3ITEINIFGflALFW PfR5NRi4 "PUESTO9, C OR DANCHORS (SFET"UB NOTMPUTABIE Sir TABLE DIMENSIONS MAYBE ORIENTED VERIICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE r- LONG SIDE d Y SHORT SIDE L � sxoRr SIDE ---TTf--- F- LONG SIDE �� } SNORT LONG SIDE o SIDE 1 1GLASSTYPE314TMRWGH � SHORT 17 MAY NOT BE USED WOH SIDE r- J-CHANNEL OR INTEGRAL FIN FRAMES. Window Design PoSs9uW, (+)-psf) 16eeD m la 3116' TCep-Aitspaw -7116° A/Amth SG Glass TT 15 weld. Lap Side On) OManmonI, 77.78 7Br+W9aB 09 88 87 91 94 96 W 104 107 ill 38 +8W-11D +80410 +W410 +SW-110 +8N-110 +BW-110 4801.110 +W/•110 +8N-110 +801-110 +W/-710 +80'-li0 40 +801-110 +801.1100 +80'.110 +86'-110 +8N-109.8 +BN-1086 +8014D7.5 +8d•t088 +W/-1081 +BN-IKB +80'-10L1 +W-1033 42 +801410 +W-10MB9 +80'-107.9 ♦eW-10&7 +80'-10&3 aW/-101.8 +W'-103.B +BN-1032 +BN-100.8 +BO'-W.7 +W1984 +Bry4948 44 +W-107.3 ♦W-106.7.7 ♦BW-1047 +M.IU4 +5W.103 +801-101.4 +W-W.S +8019&7 •WI-941 +W411.4 +80190.3 ♦W4&2 48 +BW-102 +W-101.3.3 +W992 +W97.3 +BW.%2 +80'9ZS +BW-904 +8WE9.2 +BW-87.3 ♦W444 +801427 +W4&6- W ♦80'99.a +BWwi +BW96.9 +W'9&9 +8W411 +W489 +8W477 +BW482 4W-B43 +8W41.1 +/-79,3 H-77 51 +W988 +801M 9 +W95.8 +W42B +W92 +W48.7 +80484 +80146 +W42B +1-79.6 +1.77,7 +l•7&3 64 +8W4&t +W453 +W4121 +80'49.4 +W4&6 +W4&1 +W427 +M.81.1 +1.7&9 +r•7&3 +1.73.2 •1-708 fib +W94 +W932S +W981 +8DI472 +801413 +W42B +W40.2 W-78.8 +1-7113 +I.726 +/-7D.5 fib +BW-91.4 +801408 +W49 4BOI +BW415.1 +BW442 +8&48B +/-78 41.7&3 +1-738 +1.702 c Bi +BW47.8 +80/47 +801413 +80643S ♦80141.2 ♦8014D,5 +f-77.3 +1.74.8 41-778 0-70.4 m 63 +W465 +W44.6 +1101428 +W41.i a1.7&8 44-78 41-74.6 H•723 41-70.8 64 +80144.4 +8111486 +W41.7 +140 H-77.5 41-78.6 +1•73.5 +F71.2 68 +W422 +W41.2 +1.794 +1-77.8 N-76 N-74.2 +F71 EB +140 +1-79.1 +147.2 +1.76.4 +/•727 N•71.8 70 72 N•78 44-78 +1.77.1 +1-76 +/WS +1-79 +1-7$2 +1-71.1 +140.5 MALO.LSPAONG6ANOIORING TIWOLCdITHEfMAff PERSNFET53&1 SAAK O.LSPAONGIFM RING lI1ROWMTNFINIEGMLfIN PERSNEETI APPDfSTOB.CORDANOIORS nEETAaU:2) NOTAPPUmou 74 N-74.1 II.Td +I-71 78 +1-722 +f•77.1 l9r 77.7e -1.706 NOTES: 1) BUCK DIMENSIONS SHOWN. 2) FOR SAS NOT SHOWN, RWND UP TO THE NEl(T AVAILABLE SHORT OR LONG DIMENSION. 3)FORARCHITECTURALWINDOWS(SEEIZEIN 24 FWD THE SMALLEST SQUARE WINDOW 5� W WNDO NILL BOVEWHICNTNEARCNITECIURAL WINDOW WILL WNPLEIELY Fn VATHIN NOCHANGESTHISSHEET. E d LYNIyZe , �.. i N0. 58705 .P MIT P20RIDP. IIIIOA1qL A PE.#sB2Bs LYNNWOS P.E TABLE II Window Design Pressure, (+l-psf( ua µdew 118• TCap -Airspace - 7116" FVH with 8G uma TFP4: 16 winam 1 Lmlg Sloe On) Dinevl.ne S0,938 64 SS • 68 70 74 77 I W 84 87 92 1 97 99 m 4801-110 +em-110 +801-110 +BW41D +8111-110 *801.110 +80/-110 +Bm-11D 4W-110 +801-110 +80E-110 +8m-110 a801-010 A +8m-710 +80M10 +Bm-110 +80/410 +831•110 +80/-110 4801110 +813-110 +801-110 +801•110 +W-110 +801-110 +SDI-110 38 +8m-110 +Bm-110 +em410 48m•71D a801.110 +901.110 +801-110 +80'-110 +801.110 +801-110 +8m-110 +801410 +80/-110 W +801-110 +801-110 +em-i10 +801410 +W1.110 +Bm t70 +80I-110 +Bm-110 +801-1f0 +8Of-110 +5m410 +Bm410 b +W-110 +Bm-110 +Bm-110 +em-110 a801.110 +801-110 +Bm-110 +Bm-11D aM-110 +=.tic a8m-110 @ +W.110 +Bm•110 .=.tic +801410 +SW-IIO +801-110 +e01-11D +801-110 4W1-110 +801-110 4a +Bm-110 +W-IIO +801-i10 4=410 +801-110 +W-110 +8m-110 +8111-110 +SOMIO y 48 +8m-110 48131-110 iW-IIO a80/410 +801-110 *Wf-110 +Bm-llo +8m-1111 48 +801-110 ♦EfY-110 +Bm-/10 +Blob +Bm-110 aW.110 +Bm-110 W +em-nD +em-11D +emalo +Bm-110 4801-110 +80/410 MAXO.OSPA[WGIFANCHONNG 1HROUGHTNEFMMEPFRW. 3a4 M O.OSPAONGIFANCNOIUNG THBOWHn1EINTLGMLRNPERSH[ET4 APPUEz7oB,caflDANaou (SFCTA M NOTAPPOUBM LL1f W.9]6 s +em•1to +eor-ttD +em-tto +eamo +emtto 6t a8m-070 +Bm-170 +80f-710 +801-110 b +Bm-t 10 +Bm-110 +Bm-7t0 68 a8m-11D +Bm-t7D mmenelPv TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE f-�-- LONG SIDE L' Y PyRODUCTRLNISED PITnB vriWtheilulidn SHORT � nwlding Olde SIDE 09� L --I SHORT I_ L. penlion pse _I SIOE 1� U Y r Imo— LONG BIDE NO CHANGES THIS SHEET. SHORT � LONG a SIDE � SIDE � L x GLASSTYPE5141HROVGH 17 MAY NOT BE USED JtHANNEL ORINIEORAL 'I 310E Window Design Pressure, (H-psQ U2 µk1FNe Im Tmv. 3H8" TCao-Afrsoace • 7116" HM vdth 80 T— 17 I b 1 a801-110 1 +e0A-110 I +801-110 I +Bm-110 I +BO/-110 I a801•110 I +8m-110 I a801-110 I +80f-110 I aBD/-110 I a8O'-110 I 4e0L110 I aBOI-110 I +BOFnO I +eO1-110 I anoum 1 wv-tfn I .nn-nn 1 fiB 48m•110 aem•110 aW1-110 +Bm-110 +em-110 iIW-110 SO +50I.110 a801-170 4801-71D a801-110 +801•110 +Bm-170 6/ +80I-110 a8m-110 +8m•110 +8m-110 +80t-770 +W/-110 63 +80/•110 +Bm-710 +80/-110 a8W-170 a80-110 +BD/-110 64 +Bm-110 a8m•110 4em•110 +80'-170 4801-110 +813/-110 66 +80/-110 i801-110 +WF17D +80'-110 a8p/•110 +80/-110 sa +SDI-nD asortto +em-170 +em-710 Tom -no +®ano 70 +801-110 +Bm-710 +80/410 +80(-110 +Bm-110 72 +Bm-110 a8m•110 +Bm-110 +Bm-710 74 a8m•110 +Bm-/10 a80/-110 78 +80/-110 aem-t10 MAXO.GGPAONGIFANCWNNG MA%O.G3PAONGIFANDOmNG THROWHTHEFMAff PE0.5HEElS3&< 1NR000H71EINIEGPALi07 PUlSHFET4 APPNFSTO B, COfl DANCWAS ISLBTAetEy NOTMPUGBLE 9- )BUTA(DIMENSION95HOWN. 4�iSl�NAI \E?\`\`` 31 F0ft SIZES NOT SHOWN. RWND UP TO THE NFM AVAILABLE SHORT OR LONGDIMENSION. A LYNN MILLER PE 3) FOR AROHRECTURAL WINDOWS (SEE SHEET 3). FIND THE SMALIFSTSOVAPE WINDOW BITE IN THETA9LE(S)ABOVE WHICH THEARCHffELT1RAL WINDOW WILLCOMPIEPELY FR WIIHIN. P ��� FRAME ASSEMBLY DEL ..__ 1.37e' I 1 nry rl Os ANcnaa wvER L LD +I .984• .,7P STRUCTURAL FOLYWrITI DESICCANT LEN o WffH DESICCANT Ol 1'BEAD E%T. GLASSY/ MITERED CORNER: INTERIOF EXTERIOI WELDS EMERIOR C? Part# Description Material 80 Kommeding 4SG TPS Spacer System 81 Ouanex Super Spacer nXT with Hot Mall Butyl sSehetlis fo for 82 Guanex Dumseal Spaeet atede s Materials 83 Cardinal )Q. Edge Spacer tO J CHANNEL FRAME STRUCTURAL SILICONE 1. FOAM WrrH DESICCANT y:1 aTH16`b�� O2 FLANGE FRAME V(44,- —WT. GLASS vg,� —INT.( KODISPACE aSUPER 4SG TPS SPACERONXT'H TYRI F 1C uuuQQ- 3T5` O INTEGRAL FIN FRAME i NOM. VI NW. SEAL BLRY1. e DESICCANT ROLL -FORMED - FOAM STAINLESS STEEL Exr. GLASS EXT. GLASS '��/� WT. GLASS 7J ODURASEALO aXL.EDGE nu SPACER SPACER 9 Part# Description Material 1 620117 Jchannel Frame PVC 2 620118 Flange Frame PVC 3 620119 Integral Fin Frame PVC 4 620120 Equal Leg/Box Frame PVC 5 (120133 Anchor CO1ef PVC 6 720136 7/8' Glazing Bead PVC 7 720135 1' Glazing Bead PVC 74 Backbedding, GE 7700 or Dow 791 Silicone 78 7160N Setting Block (7/8' x 1- x 1/8'), 85+/-5 duro. EPDM 3.5W ? --if-- .oer ��uoQ OEQUAL LEGBOx FRAME :ONESEAL INT. GLASS 014Y LYNN 10707ECHNOLOGY DRIVE ``�a:11 .,GENSF 4f��I,'' N. VENICE. FL 34275 NmEs: SOME FORCIARITY. (941}480-1600 No. 58705 '� 1) PARTS NOTSHOWN 2) JLHANNEL FRAME SHOWN, PART®,. OTHER FRAME TYPES APPLY. COPYWGHre251T PGf PeUe1RIF5, WG CERT.OFAInn.82928a ALLRIGHIe IffSOtVE➢ — /� '. G 2 �� a70ARE NOT USED ANDARE -1 /,' �� %lJ ST NOTEMSk6T`rHIS TE '��` 4)ENERTOFTNISAPPROVAL. 4)ENEROIPVCTO BE UBElEO FORAAMA VINYL FIXED WINDOW NOA(LM&SM) 0 9/911a Ex1itUDER CODE ,i;u1VALIEN BOM&ASSEMBLY m JROSOWSKI £ PW5520 MS z 11 OF 11 Qi MM520.D ' B A.LYNN MLL PF. P.EJ 5are5 SCANNED By St. Lucie County M IAM I DADE 1' DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (MR) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 REVIEWED FOR (C=_, KIANC1 PROD• Or L OPUNn 118 5 W 2 tree o�Fmo, 0 T (786) 315-2590 F ('�013 o* www.miamidade.gov/economy SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AH1 (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 05/15/15, 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: 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 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# 16-0714.09 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 Expiration Date: September 17, 2020 Approval Date: November 02, 2017 Page I PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 15-081Z 04) 2. Drawing No. MD-DH5560-01 titled "Double Hung Window Installation - LM", sheets I through 14 of 14, dated 05115115, with revision B dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Durasealo spacer system, Super Spacer® NXTTM spacer system and XL Edg&rm spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11116/15, 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, TAS 203-94 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 under NOA 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) Mamie] P,xF4 P.E. Product Control(Ddminer 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 51 Edition (2014) and FBC 6t6 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 (conuKUED) 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. for their "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 5m Edition (2014) and FBC 61h 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 a P.E. Product Coatr Exa iner 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 8/19/14, 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 NOANo.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 xami r NOA No. 1 .10 Expiration Date: September 17, 2020 Approval Date: November 02, 2017 E-3 TABLE A MAXIMUM O.C. SPACING 54• BUCKWIDTH +{ Glass Types AD018 MeetiM Rail S,SEE �_ �1�•HIII� 5-B 15.11T' 30•MAX. O.C. t2•MAX 9-16 IT 51•MA%. BUCK WIDTH SHFEf3 TOP BHB. SEEEET3�30'MAX. O.C. +I __1 12•MA%. 54�+ I.1 VIBIBLEEASH 1J_54'MA%. BUCKWIDTH TTT UGHTWIDTH MAX B. SEE -�-3P MAX O.C. A,EE 1 iTMAX. TOP BUCK SNMI3_ �1 SHEET3 II EQUALLY 1 / BASH HEIGHT - II / + SPACED VISIBLE -� ASE / EQUALLY SEETABLEA ANCHORS / LIGHT SEETABLEA SHEET]i SPACED I / PORTABLES t / ANCHORS PER I J- &11 / HEIGHT �-- E-0UALLY/ SPAL 0 TABLES&11 X 1 ANCHORS PER X JL B4. =1 I TABLES&11 V -r MAX -r X ^ 10'BUCK MAX. O.C. HEIGHT 10•MAX O.C. X' /\ EQUALLY Ll 13.3� MAX. EQUALLY I B�ASHM 131 O.C. EQUAISIBLE LLY SPACED ANQIDRy `LIGHT I ANCHORS L- ANCHORSEQUALLY / PERTABLES� I11 / TABLES&H A• .•••V &11 / HEIGHT ti1m NAY TABLES&11 1 I DESIGN RESSURERATING IMPACT RATING VARIESPERREINFORCEMENT LEVEL. SEE SHEETS 6-7 LARGE&SMALLMISSIIE IMPACT RESISTANT 52-lW MAX BUCK WIDTH SEE SHEETS 1-1M• 0.SEE 0 SHEET - - 4 �� FF —1z MAX FSEE / } 12X SHET 4+ ETABLA / I I 1 IG 6T X I i BUCK MAX HEIGHT 1SHOWN 0•MAK.IO.C. BULK ASES38 J-' HEIGHT X Q (H5.338' _ I MA%.) 7380r MAx.O.C. SEE SHEETS / C I B___JNOANCHORSAT 361 \-( ' \�SEAE LWEER IES 60 IMPACT B - Ty-1I �NOANCHORSATSIU. 60TTOM 5lSH VISIBLE SESILLWEER NOTCH DETAILS. B�-Jnt�rvr„n�na n�aui "� F SEE SILLWEEP- \ I� NOTCH DETPIS, Df-I 1-lie -�J-� 5611YFEP� NOTCH OETARS, NOTCH DETNLS, SHEET3 LIGHT.... EHEET3 SHEET3 SHEET4 ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME ELEVATION FOR TYP. EQUAL LEG FRAME ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIELIPROVIEW CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL -FIN RESISTANT DOUBLE HUNG WINDOW 7FI-EIGHTSEETABLES&II (SIMILAR ANCHOR DIMENSIONS FOR mHERCONRGURAmms) ....RAL NOTES. SER 55 1) THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLYWRH THE REQUIREMENTS OFTHE FLORIDA BUILDING CODE, INCLUDINGTHE HIGH VELOCITY HURRICANE ZONE(HVH4 2) SHUTTERS ARE NOT REQUIREDWHEN USED IN WINO -BORNE DEBRIS REGIONS. FOR INSULATEDGLASSINSTALLATIONSABOVE3DINTHEHV THEOIRBOARDLITE(CAP)MUSTBETEMPERED. 3) FOR NAEONRYAPPUCATIONS IN MIAMI-OADE COUNTY, USE ONLY MIAMI-DADS COUNT'A➢PROWD MASONRYANCHORS. MATERIALS USED FORANCHOR EVALUATIONS WERE SOUTHERN PINE, ASW CO CONRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PRANCHORTYPE. 4) ALL WOOD BUCKS LESS THAN 1-1Q' THICKARE TO BE CONSIDERED IX INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTEDAS 2X ARE 1-1R'THICK OR GREATER 1XAND 2K BUCKS (WHEN USED)SHALL BE DESGNEDAND SECURRTO PROPERLYTRANSFER LOADSTOTHE STRUCTURE WOOD BUCK DESIGN ANDINSTALLATIONISTHERESPONSIBIL OFTHEENGINEER,(EOR)ORARCHTTEOTOFRECORD,(AOR). 5) ANCHOR EMBEDMENTTO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE M1ROR5 OF SUFFICIENT LENGTH TO ACHIEVE REWIRED MIN. EMBEDMENT. INST. ANCHORS SHOULD BE SEALED.OVERALL SEALINGIPLASHINO STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THESCOPE OFTHESE INSTRUCTIONS. 6)1W MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE USE SHIMS CAPABLE OF TRANSFERRINGAPPUED LOADS. T) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASIM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL &CYCLE TESTING AND GLASS PER ASIM E1300. F DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIR, ASD. 8)ME ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. ME 33-V3%STRESS INCREASE HAS NO BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FORME EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACTZ' OTHER DISSIWI-AR MATERIALS SHALL MEET ME REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDABUILDING CODE AND TO BE REVIEWED SYTHE AUTHORITY HAVING JURISDICTION. 10)REFERRCES:TEST REPORTS FT.BW6&Mr, ELCO ULTRA IN NOA; ELM CRETEFLEX NCA: BUGG AGGREGATOR NO& RERGI WINDOWAND DOOR PROFILES, LTD WHITE& BRONZE -KG SHADES OF CAP COATED PVC EXTRUSION NOA5; NATIONAL DESIGN SPECIFICATION FOBWOOD CONSTRUCTON.AWVAF&PA NDS&ALUMINUM DESIGN MANUAL 11)APPUCABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILOINGOFFICIAl- aP11 Lh(L...... ]]� USER INSTRUCTIONS: J sF 1) DETERMINE ME SITESPECAEIUE NDOWOPEOUPFRESITNLES 2 UR3 REQUIRCCORDIEMFM ROMSTALLA 2) DETERMINE THE MOZING OPTION ANRORGROUPROMTABLE820R3 DSET.IDETOTHERMIN YOUR WIINDO14 CONDITIONS. 3)KNOYJINGYOUR GLAZING OPTION(TABLEI),WINOOWCONFIGURATION PNDS�,DETERMINE YOUR WINOOWSpESIGN �*� N0.58705 ':*= PRESSURE FROM TABLES 4-T.IT MUST EQUAL OR EXCEED THE DESIGN PRESSUREREQUIREMENTFORTHE WINDOW OPENING OBTAINED IN STEP 1. -•Q �` 10]OTECHNOLOOY DRIVE 4) DETERMMETHE ANCHOR QUANTITY ROM TABLES &11.VERIFYTHEANCNORSUBSTRATE WILLMEETREQUIREMENTS FOR s I) w —YOUR N.VENICE, FLS42T6 5)INSTALLNINGS ASP PER SHEET 33 FOR THRU FRAME INSTALLATION ORB SHEET 4 FORIREMENTS INTEGRAL FRY NSTI^L9AH BET PRE MET. �OT�S.-AYORIOP,�'G��� �1H�Iwo Om.1at 0O BT �w NOTE:DESIGNPREBSURERATNODETER&UNATONISTHESAMEPROCESSFORALLFRAMETYPES(JCHMINEL,FLANGE, �A SIONAL e�Y]`` INMGRALFINOREQUALLEGIBOX). ALSRE953]OS58mA . CERT.OFAURL0Y929B ELEVATIONS ................_._ ............ -_....._._._..._ 1 FRAME. GLASS & ANCHOR OPTIONS.._._-...... 2 INSTALLATION. FLANGE & EQUAL LEG'BOX.-. 3 INSTALLATION. INTEGRAL RN & 1CHANNEL-- 4 GLAZINGDETAILS... -_.................. .._................ 5 DESIGN PRESSURES-....-............_..._._.._.._.. 6-7 ANCHOR QUANTITIES..........-.-..__..__.__... 8-11 EXTRUSION PROFILES ......_............ ....._..._.-_ 12 ASSEMBLY & PARTS LIST .............._..-.-.-.-...... 13.14 :ODES( STANDARDS USED: •201] MORIDA BUILDING CODE (FED), BTR EDITION •2014 MORIDA BUILDING COPE (FBC), 5Di EDITION •ASTM E130049 •ANSVAF&PA ND.S-2015 FOR WOOD CONSTRUCTION .ALUMINUM DESIGN MANUAL, ADW2015 •AI$1 S100-12 UPDATED TO FBC 2017. - JR 06/06/17 PRODUCTREV1S60 cmnpty%igwish O.e FlaidA $041- ERAL NOTES & ELEVATION J ROSOWSKI Qm. 3LE HUNG WINDOW INSTALLATION - LM 05/15/15 'H Sets SA••6 RR Y No- ' H-5560 TUTS 10 14 MD-DH5560.Ot B Glaee �.pp Deeelpeon 0.it ed from ExAtrlor Is Insider) whare DesignTeethe PSheet TaMeO sheet{ 5 1/S'Lamirated LG.:1/8'AExtelhr Cep+]li6'Air Specs+dl8'laminated;R)Litm of ll8'ACdaee WN.000'PVB ktedayer 4,5 6 6 ]IB'lamineted l.G.:1/B'TExtedOr Ceps]/18'Air Speuayl6'Leminded;R)Utee of lle•AGMsa WN .OBO'PVB 9aedayer 4,5 6 ]/8'lnmfnatedl.G.:W16'A ExteMrCepa WB`Air Space+M18'LaminalW:R)lihe olt/F AGhsa wiN .OBO'PVB NtedaYer 4,5 6 B ]/B'leMnabd LG.:Y18'TExteriar Cep+9l0'Alr Spacea6'1C IaMreted;R)Utm of l/8'AGIam WN.090'PVB Nlulayer 4,5 6 9 71W Laminated LG.:1/8'A Extedar Cap+ WIT Au Sluice +& IS' Larhh m:(2) Utes of 10 H Goes WN.097 Sc intedeyer 6 7 10 ]f8'lemireled LG.:fle-TExtetlor Cap+7H8'Alr Space+5f18'Iamireted;(2)Utes of lfB'XGtess wM .lY91Y SG trdadayer 6 7 11 70 LamiralM I.G.:W16•Aatulor Cap +Wr Air Spore+SIT Urnirmm;(2) Iltes d tre' H Sues WN.000' SG Idedayer 6 7 12 ]/B•laminaledl.G.: 3r18'TExhdor Cep+3r8'Air6pace+5ri6'WJrafed;R)lilea of l/8'HGIsae WIM1.mO'SGlntedeyar 6 7 13 ]/e• lnmieeted 1.0.: 1/B' A Extelter Cep+ W18' A"u Spwe+ ]I1&' LeminWed: R) tam of W18' A Glees WN.WO' SG IMedeYor 7 7 14 7/8'Lamimted l G.:1/e-TExteiar Cep+51V Air Spam a]/1W alldmuxt(2)Utm of IV ACAase WN.0ST SG Inhdayer 1 7 15 ]/8' lamimtad l.G.: WIWA Exteiu,Cep+ Ile Air Spaca+711W LamNdad;(2) Use al WIT AG.smiN.090' SG lmedayer 1 ) 1 7 16 171W laminated LG.: WIT T Exterior Cap • 11V Air Spero+WIT Lantnate0; (2) Utes of3116• A WaM w .O9P SG Nteeeyer 1 7 1 7 Group Anehor Substrate Min. Edge OLslanut Min. Embadmenr A #70 SMS (steel, I" S.S. or410 S.S.) P.T. ern Pare (RUM.55) /1 0' 1T Steil, A36' WB' 0.05P Sled Stud. A653 Gr. 33= WT 0.0451' (18 Gm) Aluminum, 6D63-TV WIT OA50' WIC steel Uatlaeon P.T. Southern Pane (50=0.55) 7116' Idw COlerele (min. 2.85 ksi) 1. l-Wr Ungrowed CMU, (ASTM CSG) 2-12• 1-114' B 012 SMS (steel, 188 S.S. a 1 S.S.) P.T. SGdhem Pire (SG=O.5) WIT I've- Mass. Steel, A36• IV0.050' Steel Stud. A853 Gr. 33' WT 0.0451- (18 Gal AluMmm, 6D63-TS' WT 0.063' 1/4'steel Ultlaxm P.T. Southern Fine(SG=0.55) 1' 13gr 1/4' steel Oetetles P.T. Southern Pire(SG=O 55) 1' I -TT 1/4- steel AggreGator P.T. Southern Pire (SG=0.5" 1' 1-3/8' C 1/4'sted llltraeon Connate (min. 2.85 MI) 1• 13/4' UrgraMed CMU. (ASW C ) 2-t2' 1414• 1/4• steel Crdegex Concrete (mi. 3.35 MI) 7' 1A-sleel UBlac un concrete (min. 2.B5 MI) 2-1/T 13'4• D 1/4'steel Cretegex Concrete (min. 3.35 kep 2-12' 13rB Urgrel&etl CMU, OAS7M C-80) 2-12• 1-1/4' Concrete min. 3.275 Mi 1-72' 1 8' 1/4'steel AggreGalar Grouted CMU, (ASTM O90) 21 1 T Group __--- - Antltor Substrate Ulm Edge Dlstanm Min. Ernbe7menr E 2-1/T x .131• Cammm NaM P.T. So them PIIe (SG=.55) WB' 2-7/16' 2-112' Rllgahank Roolig Nag P.T. Suelem Pire (SG=.55) WB' 2-7/18• F #1071rusehmd SMS (steel, 1885.3. m 410 S.S.) P.T. Sashem Fare (SG=.55) 1/T I ve. Alurninun% 606T-75' Tr 0.050' Steel Stud, Gr. 33' 3m• 0.0451' (18 Ga.) Steel, A36' W6' 0.050' 912SMS (steel, IBB S.S. or4105.5.) - P.T. Southern Fire, (SG=.55) 9116, 13/8' A unnilshrm 606XW WIT 0.063' Steil Stud, Gr. 33• W8• 0.050' SIeeI, A36. 'GLASS TYPES 5, 7, 9, 11, 13 815 MAY NOT BE USEDW 71iEHVHZABOWW. 'MIN.OF3 nlrt A S 3EYONDTHE 4ETA aUBSTRATE. 'UNGROUTED :MU•VALUES MYBEUSED �OR GROUTED :Mu WPLICATIONS. ' MIN. OF 3 1YIREADSBEYOND MEMETAL SUBSTRATE Fri Glass Forme TWea Options ConOgs hWellegon Optionsfetmaybe used (see Fig B) (me Table 1) (see Fig A) ....Nh 2%Waotl FrentlBucksNP -sheet 3, op8an 1 Flange Equd4rie, 71sci the tame ....NM CorrrelaI MU -ahaet 3, option 2 (42) 5-16 OrhVPM. tithe WridaY...... .... Nmugh IX BucMtdp ldc Canc,NVWU-sheet 3. ap6m3 8 co age ....NN Metal -sheet 3, option 4 ....NN 2X Wood FrandBucluddp -short 3, opBan 1 B. EquaH % 11hrocighthetions ....trM WrcretdCMU-sleet 3, aptim2 EqusFl.ep 5-16 OdsOPnWew afthaWrickv, --- through 1X BuckstdP she C ,:WW MU-shest3. o0an3 (#4) BColinge .... ....trdo Meld -sheet 3. option lirolgh the ....MN 2X Wood FrendBucbidp- sheet 4, clum5 . net EquwRa. Ntegral tn.-.-.. ....Into Mend -Sheet 4. com7 �1) 5-B OdeVPnWew 8 Cottage TM1r010 tells hme....Nte 2XWood FrGndBucksblp-114,.0.E Mdd-shed 4. option 8 title wNdow..........NN Through the2XWood FrmndBucksMp-elroel4. opBm5 integral Fln EquacLHe, Integral In...... ,...NN Mdd-shad 4, opUm7 Oa Outage 8 Ootiage hthe eame....IMo Through 2XWoa0 FrGndBuekshlp- Must 4, option (03) 6-B ....Nto Mrld-sheet 4, Im6 title vAMay...... E EQUAL-I ORIEL COTTAGE Matwkl Mr, Fr Min. Fe Steel Seen, 92 kd In kW I" Sew 60 Mi 95 Mi 410 Screw 90 Mi 110 Mi Bko AggreCaetog 57 tell 96ksi Eke lord 410SS Eko CehFrex6 155MI 127.4 Mi III Mil 189.7 Mi 6083-15AMnI. le"i 22 kci A36 Steel 3fi kei 58 Mi (T 335hWSm1 33Wi 45kai * : _ No. Same ALYNNMILIERPE. 4YFTVPFC ��� ' e �a , Ji _ e rr� Ir� IN - tr� 171ECHNOLOGY DRIVE N.VENICE, FL 3095 ("Ima61m0 oarq 021 wrens oG NLwalmeFalaa 'A•=ANNEALED 'H•= HEAT STRENGTHENED T=TEMPERE) 9W= u9m TROSIFOLO PVB BY KURARAY AMERICA INC. 'SG'=.090•SENi YGIAS® IN]ERWYER BY KURA y AMEMCAdNC. �v v PROIHICl REVISED mmPlYiagwhh We Fbrida Building Cpk wazptmrn No � ,� r.6wr: Eka;mr nDah ANCHORS RE -GROUPED. BY -JR-06/06/17 eserhoesm: omen W. 3LASS/ANCHORS/FRAME OPTIONS J ROSOWSKI Re,. aM: IOUBLE HUNG WINDOW INSTALLATION - LM 05/15/15 whs/Y0da5 Swb: SaaE Omelrg Na Fav: DH-5560 NTS 2 OF 14 MD-DH5560-01 B EACH INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 ANCHOREDTHROUGHFRAME INSTALLATION DIRECTLY INTO CONCRETEICMU. OPTION 1 — EDGE DISTANCE ANCHOREDTHROUGH EMBEDMENT FRAME IWO M WOOD IM MA%SHIM I FRAMEORBUCKSTMP. '1— } VISIBLE SEENOTE2,THISSHEET. EMBEDMENT 18 UGHT WIDTH FLANGE FRAME DEDGE � O� SHOWN BALANCE ❑�U4'MA% E BOTTOM VARIES SASH 2 SHIM TY T TYP.ANCHORTYPE. M EMBEOMEANO EDGE 42 WITH SASH WEIGHT q e 54 BEDMEW D EMBEDMENTANDBSTR DISTANCEPER SUBSTRATETOP • IJU SEETADISTANCE 2, SHSESTRATE. 16 SEETABLE 2, SXffT2. SEE TABlE 2, SHEET2 • •r�l' II(p��DI �c SASH u_ II I��= VISIBLE U U - FLANGE FRAME T2 10 NOTES: SHOWN VISIBLE 26 LIFT.SASH TOP LIGHT LIFT RAIL I)USEONLY SUBSTTRATERAW -APPROPRIATE HEIGHT ANCHORS LISTED ON TABLE 2, 48 SHEET FOLLOW EMBEDMENT MD 49 FANDO STANCELIMN VANDOWS:i INSTALLATION OPRON SHOWN MAY INST SHO O �21 22 ANCKOR@ BEUSED ONANYSIDEOFTHE 15 3.55'MOM MOM END Alm AT 45 46 47 CENTER 2) MASONRY ANCHORS MAY BE BUCK T� II FOR USED INTO WOOD AS PERTABLE 2, HEIGHT 35 WINDOWS SHEET 2. ALL WOOD SI.M LESS 60 16 OVER THAN 1-i2 THICKARE TO BE WIDE: ADD CONSIDERED I% INSTALLATIONS. IX EXTERIOR 3D ADDNIONAL WOOD BUM ARE OPRONAL IF T r SCREWB UNIT IS INSTALLED DIRECTLYTO SUBSTRATE WOOD SUCKS VISIBLE FROM END. FROM DEPICTED AS 2%ARE 1-12'IHICK 86 LIGHT ORGREATERIXANDMBUCKS HEIGHT (WHEN USED) SHALL BE OESIGNED TO PROPERLY TRANSFERLOADSTO L 16 TESTED UNIT THESTRUCTURE.WODDBUCK LOCATION: SSIB' DESIGN AND INSTALLATION IS THE- (2)1- 64 FROM SASH ENO RESPONSIBUTYOFTHEENGINEER INTERIOR83 ORARCHITECTOFRECORD. WEEP NOTCHESAT 31 3)MSIBLEUGHTWIDTHORHEIGHT EACH ENO. SO (ALSO REFERRED TOAS DAYLIGHT OPENING) IS MEASURED FROM BEADINGTOBEMING. FRAME SHOWN 1T X 1.2s1 - - VERTICAL SECTION B-B 114'MAXSHIM VISIBLE LIGHT FORMULAS WIDTH NOANCHORS @SASH: BUCK WIDTH-MW REQUIREDCHI N @RXEDLTTE:BUCKWIDTH-T-lW FIANGEI OR EOUAL4.EG HEIGHTIECUALIREI FRAME SILLS BUCKHEIGHT2-4W tl4' MAX SHIM .* : ^ No. 68705 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND IX BUCKSTRIP INTO OONCRETECMU. SEE NOTE 2, THIS SHEET, EMBEDMENT 1/4'MA%SHIM ---�i '-' IT 0 EDGE 0 DISTANCE > BUCK WIDTH HORIZONTAL SECTION A -A TYP.ANCHOR I Y ANDEDMEN! AND EDGE DISTANCEPER EDGE SUBSTRATE, SUBST DISTANCE SEE2. •. � SHEET2.ET2. EOUPL LFRME FRAME EXTERIOR SHOWN l I, lw MAX, SHIM FLANGE UU u EOUAL L— u FRAME LEGIBOX SHOWNO FRAME �� SHOWN EMFAIOR INSTALLATION I -I INSTALLATION OPTION V OPTION �RODUCTREVISED ANCHOREDTHROUGH ANCIIOREDTHROUGH PI1+gMIA@ Flu . FRAME IWO METAL FRAMEINTOMETAL BwIG'n, Rsnebn A 9uum No / - 'GU,70 laliontlet< /� NO CHANGES THIS SHEET. B, M 1moTECHNoLoGYw FLANGE & EQUAL-LEG/BOX FRAMES ROSOWSKI :. ��� N. VENICE, FL942T6 _ DOUBLE HUNG WINDOW INSTALLATION - LM 05/15/15 WPApXTOAD \\\ PT BdH11�S WG DH-SARN5560 NTD H- 7T S 3 13"'OF 14 MD -D`M" Fm. H5560-01 I B 5 CERT.OFAUIH. R19'RB INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHOREDTHROUGH FRAME ANCHOREDTHROUGH INTEGRAL FIN INSTALLATION OPTION S EMBEDMENT INTOMWOODFRAMEOR BUCKSTRIP. SEE NOTE 2, THIS INTO IXWOOD FRAME OR I..- EDGE DISTANCE BUCKSTRIP. SEE NOTE 2, THIS SHE ET. ANCHORED THROUGH INTEGRAL -f EMBEDM(Nf SHEET BUCK- STRIP. SEE NOTE 2. THIS EDGE DISTANCE O 1fd•MA%SHW 1/4•MAX SHIM 16 SHEET. TYP.ANCHORTYPE, WSIBE 17 JCHANNEL 18 UGHTWIDTHr ❑ FRAME 1 DISTANCE PER SUBSTRATE, SHOWN 1. SEETABLE2.SHEET2. O 4,( BCETYPE BOTTOM —^ O }" VARIES SASH EMBEDMENT �� `-114'MAXSHIM 42 WITH SASHEDGE 1 o EMBED ENTANPE. DISTANCE nI�WEIe 54 30 IIILf EMBEDME PER SUBSTRDEDGEATE. LJU 31 DISTANCE PER SUBSTRATE. SEE TSHETOP ET2. D SASH TYP.ANCHORTYPE. 18 (NAIL SHOWNSHOWN) INTEGRAL EMBEUMENTANDEUGE kn FIN JM.fIMIo �LIGHTNBDTI vD FRAME SEETAB EP3,SHEETTRATE. FRAME 9 87 11 SHOWN JNAILSHOWN) 72 19 NOTES: SHOWN EXTERIOR 20 OPT.SASHTOP BUCKWIDTH WSIBE UFTRNL-1)USE ONLY - HORIZONTAL SECTION C-C LIGHT SUBSTRATE -APPROPRIATE HEIGHT ANCHORSUMOONTABES2&3 OF SHEET 2. FOLLOW EMBEDMENT 1/a- _ DADE APPROVED MULLION, PBC COMP ALUMINUMSTEEL FRAMING OR STEEL STUD. 49 AND EDGE DISTANCE UMITS. ANY MAY BE VERTCAL OR HORRONTAL. SEE SUBSTRATE PROPERTIES, TABLES2&3. SHEET 2. FORALL �21 SHIM WMDOWS.I INSTALLATIONOPIONSHOWNMAY EDGE ANCHOR (] BEUSEDONANYSIDEOFTHE DISTANCE 15.. 3.57MOM WOJDOW.- _ _ _ _ _ _ - ENDANDAT #Io OR#12STEEL 1/4•MAX. F� 45 46 47 CENTER. 2) MASONRY ANCHORS MAY BE SELF-DRILUNG SHIM BUCK I) FOR USEDWTOWOODASPERTABE2, SMS(GS),SEE HEIGHT ( O WINDOWS SHEET2.ALLWOODBUCKSESS ❑ TABLES 2&3. ❑q E0 �I 16 OVER3C THAN 141 THICKARE TO BE SHEET2. D WIDE: ADD CONSIDEREDIXINSTA-LATONS. EKTERIOR 30 ADDITIONAL 1XWOODBUCKSAREOPTIONALIF SCREWS UNRIS INSTALEDDIRECD.V TO @Ie w SUBSTRATE-WOODBUCKS FROM END. VISIBLE DEPICTED AS 2XARE 1-12• THICK MS LIGHT (W ENEATER1HAL BE DESIGNED q q HEIGHT (OMEN USED) SHALL BE DESIGNED TO PROPERLYTRANSFER LOA05 FIN ANDIOR (2)1' 16 TESTED UNIT TO THE STRUCTURE. WOOD BUCK FLANGE REMOVED INTERIOR LOCATION: BSR DESIGN AND INSTALLATION IS THE 0 INiIEID 0 NOTCHES AT Q 64 63 FROM SASH END. RESPONSIBIUTVOFTHEENGINEER INTEGRAL FlN EACH END 31 ORARCHITECT OF RECORD. FRAME SHOWN .zrxl2s 7 30 3) MSIBE LIGHT 04OT1 OR HEIGHT INSTAL-ATION�o EXTERIOR INSTALLA710N�0 ' .2r X1 T 38 (ALSOREFERREDTOASDAYLIGHT OPTION 7 OPTION 8 PRODUCTIEVISED IMEEPHTYP. ANCHORTYPE. EMBEOMEMANO OPENING)IS MFJSURED FROM ANCHOREDTHROUGH pu.ij�giclWtMflarWa WMAIVER E BEADINGTOBEADING. ANCHORED THROUGH FRAME IMO 28r FROM EDGE DISTANCE PER SUBSTRATE SEE INTEGRALFININTOMETAL METAL6NTEGRALRRIFIANGEREMOVED) Asryonm No! •� i% J�oR-n.. EACH MD. TABE3,SHEET2(SCREWSHOWN) Eryicntiou Dab Tµ�Ty ,�`` Y LYNN 116'"'"" a�N"''••'yi ., NO CHANGES THIS SHEET. INTEGRALFIN rSHIM : '�:' VtCEN FRAME SHOWN c 1 3F� , VISIBLE LIGHT FORMULAS` T = * : ND.5B705 NOANCHORSREDUIREDIN } WIDTH 1 *- FRAME SILL FANCHORING ®SASH:BUCKWIDTH-6-U7 - I _ D-B Vb— THROUGHTHEFRAME. o @FDTDLNE:BUCKWIDTI-74W ,p :. 6 IT -:or: 1oroT oI YDRNE J-CHANNEL&INTEGRAL FIN FRAMES JROSOWSKI EDGE DISTANCE �O'. BATE ��: NVENK,R312T5: INSTALLATION OPTION 5 HEIGHT X%AL-LIFE) RORIDP,.' �� (941}480-1800 ANCMOREDTHROUGH BUCK HEIGHT2-4.35' ��,�5'•..ORI e�T DOUBLE HUNG WINDOW INSTALLATION - LAP 05/15l15 INTEGRALFININTOUMOD v1 EMBEDMENT ����� FRAMEORBUCK-STRIP.SEE VERTICAL SECTION D-D ','0.LVNISAVILttn, P.E` "IL"�"8 ® se ADm1 T m4 warm � � NOTE2.TISSHEET. RE.958TM cExcaFABTx.v29zm DH-5560 NTS 40F14 MD-DH5560-01 B -�{ I 7/6'NO I 71T NO T/e•NON. �-{ ]l8°NOM. +-� 7AP NOM. 5/16'A/A PVB VA- 5/16'A/A PVB 5/18'AIAPVB 5116'A/A PVB 5116'HM SG 7/16°AIR SPACE 7/16'AIR SPACE M. AIRSPACE 3/8'AIR SPACE 7/16°AIR SPACE 1/8' A_ GLASS 1/8' T GLASS 3116° A GLASS 3/i6' T GLASS 1/8' A GLASS aEXTERIOR aEXTERIOR < ED T 1013 EXTERIOR aEXTERI011 ry ry.)9 ]B)9 ]BTB E GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 -{ ]IB'NOM. I� �{ i�E°NOM. Tl8'NOM. +{ T/8 ^NOM ]IB ^NOM. H/H SG AIRSPACE 6A_ GLASS a EXTERIOR ]B>6 )BN IB]B )B)9 ]&)9 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 7/16'A/ASc 7115'AIASG 2'NOM.GlASS IA GSSTYPES9THROUGH 1/4"AIRSPACE 1/4'AIR SPACE 7&7B TYP NE. laEXTERIOR 16MAYNOTBEUSED 1 WIFAGLASS 3/16'TGLASS 72 74 4 J NNELOR • INTEGFIN FRAMES RAL aEXTERIOR TYPES 5.7.9.11.13 ]&TB Bl9 31 'GLASS 815MAYNOT BE USED IN EXTERIOR i5 THEHVHZABOVE30'. PRODUCTREVISED a GLASS TYPE 15 GLASS TYPE 16 mm plyws.rimmcFinaee 38 Gwla�s Qom y, ``11pflLYNNI,, m0 a0.......... ,y b;"uCENSp'•�C�F NO CHANGES THIS SHEET. BY M)av Aadvct • • •• •• • • GLAZINGNOTES: .A.=ANN = * : No. 58705 *- /- DuatG6x - pvm yy; TYP. GLAZING DETAIL •H• = NEAT SSTRMENGTHENED L �G '' � �= IMTECHNOLOGYDRNE GLAZING DETAILS - J ROSOWSKI T=TEMPERED '..O I•[I/� �7� N. VENK:E, FL36275 Tltla Dab: 'PVB'=.090'TROSIFOL® PVB BY KURARAY AMEMM INC. SG=.OBO`SENTRYGlAS®INIERLAYER BY KURARAV MSERIG4 WC. T •. fff f(ORIDP: �2: �; �u �'�....... (7 (BM11}48G1600 DOUBLE HUNG WINDOW INSTALLATION - LM 05/15/15 �� EN �HTCtq) FORIAMINATEDGI GGOMPONENTS,SEETABLEI,5KEE72. NAL ``1 a C4NNLn1Yl'd, P.E. °m EPA Sal /YeEeF. DH-5560 Sa+lc'176 NTS R 5OF 14 0�^^^9 Na MD-DH5560-01 Rmc B P.ES.... CERT.OFAUTH. /29398 STRUCTURAL 150EIMIENE N DESICCANT STRUCTURAL SILICONE FOAM WITH DESICCANT BUTYL& DESICCANT FOAM EXT.GLASS� PCLYISO- UTYLENE SEAL KODISPACE e 4SG TICS GLASS SUPER SPACERO NXT'"" 7 e DURASEAO® SPACER GLASS ANT RL-AREA -5fVP NOM. ILICONE SEAL XL EDGE"' SPACER T. GLASS part Description Material 76 Kommeding 4SG TPS Spacer System T7 QuaneX Super Spacer nXf With Hot Matt Butyl See this Sheet 78 QuaneX Dumseal Spacer Materials 79 Cardinal Jd Edge Spacer REFERENCE TES 1,.S.. &.9'. W.aTy . Design PressurglWlaT &&Tae rso.o/�o.D PAmre,zmem Lm1: RI Fttel Witlev&em5 eau pxTYlS ANCHOR GROUP AND QUANTITY. HEADER TOP SASH HEIGHT 24 O O MEETING RAIL P JAMB 23 24 O _BOTTOM 23 SASH HEIGID SILL O V SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT & GLASS TYPES 5-8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES & CONFIGURATIONS) �aC�''�N cervsN�Q * : No.58705 TABLE 5: woimll c Design Prteaum, Ibalte 44T&S a65.0/-70.0 W Wmumenr I�wl: Ra i>aYN:dmewSSlm lehNe9 ANCHOR GROUP AND QUANTITY. HEADER TOP GASH HEIGHT NOTES Q MEETING RAIL 25 1)USET FORAU. UG WIN00 WG INSTALLED THROUGH Q THE FRAME OR INTEGRAL FIN. JAMS 2) FRAME DIMENSIONS ARE BUCK. 2a SASH HEIGHT IS AS PER WE 25 FIGURE isRnue BOTTOM SASH 3) FOR SIZES NOT SHOWN. ROUND• 23 HEIGHT UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION Q e 23 Q SHOWNONWETARE. SILL e ixRnwR SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMENT & GLASS TYPES 5-8 (REINFORCEMENTS SHOWN IN FIGURES ABOVEAPPLYTOALLFRAMETYPES& DONFIGUMTIONS) PRODUCTREVLSFD mnP1Ym8 wil'n 16e Pl uaTa Bwidi�Co@ AaRunre NP - D ReNebn Expim Dre NO CHANGES THIS SHEET. aT ® romm BT IoroTErsaNO Bsm SPACERS & DESIGN PRESSURE TABLES J ROSOWSKI N. VENICE. FL 3495 (841)4B0.18SS ' 05 r,�xrP>mT DOUBLE HUNG WINDOW INSTALLATION - LM 05/15/15 RDI'V811@9.iF gm� �g Smb: 5MC pniMp Ne. Rx NLP°"a DH5560 NTS 6 OF 14 MD-DH5560-01 B CEfif.OFAURLT2B2Rs •n^v w �,�laPm w,�n.PeYevnulo• �� PN]IMIpn Pn].un IEYl2) GwP eN MD 24 eo..m Imn .uno *ND Imn a amxa Fm•x ImD a eym+. •xio .11. t.pngeY -Ilan • 0 -IIDD mr.meu eum DDaa .rm 1 I. I. v.m eoAue 1mle.msl8 .man .MR n nwmemc. x.n-unle .mn .nao .raa 1M. mab•I unn....e1D .mD n mD m.D .um I m .1ma r•eol mn.alale Imo mo -1R •N o.wDem m....agile I. E - no Im-,,ERIO - A ." R nWnQOq• van.mefa .ME m nm0 .mo .um .M. . na. x e➢ws men -agile .mD -Imo .mo -Um . MR -Imo eamraw+ 1aw.mxe .wan a .mo .uoa .rno -nm wl.. m. uannaxa .wn .mD -uoa .NR -nao n Ynnl.le .mn ANA .no.O .mo nlm nl m men.aul .ID➢ 11aO .mo .um RE Imo .Ilm ensl¢Oa mn.mele I. 1IND -nm .MR .I1. EoaMn wan.ann . 11..ND N. Ao➢ nca.sim n.NRo ♦ •Ra 40..m0 -1 •ND .Ilm LLxr.me+e • I1. •ma -I •Ra mmlem n.e...u.en • .xm . -lao •rm .11. Imn vaa.nne . Imo Imo amo Imo .I $ nrl nnn.xm IN. aan nmo i esenme van-mele Igo um .mn 11aD *.I- nwa B o.unab van-va+s .RO .11m .mo -um nlna EytlE• il.lr-axa ... -11. •Re IN. •wD .ImD Damv.rE Imle.aeu . a Ilm .RD alm ImD nma xdll-1a016 + a -Ilan IRO nw0 -ND .11.umr-wn ... 11m Imo .11..mD .Ima eN-YIE ....... + -nm •rno IUD .mo .nm mNafAQ xdlr-IIwr Imo➢ -I1m IRO nND IND .1 aamm. van.xnle .mA -1 Imo n naDHn •ma -noa Imo mm IIen.xb Imo n DD .mo I uNmP.eY• .ma 1 'ER .mn . a •man rao ROD ...R..mD -I ImD .Ima �mlem I1oA •R0 .1 aMa .mD nlna . .mD a MA I eR.les agile .nan4N. .roo .Iwo mmlap. lun.mle nloe . .mo 1wa Ipnsn. .ma 1mA .Ra n .mn nma .w.a -1 N 11. -noa D.P..Pmxe .ma .Ima . +ma I . N. men.mxe nmo .IN. I0.mn -..m o.mDw male me1.ID .mn .um .mD n .mp nma ey16 +m0 -Imn •ma -11a➢ •nW -Itm am ]mn-a.ml .me .Imo .mo .vm .ma .em .mO nm.D .mD nim .m0 .Iwn eae,moar .me .Ilno .mn 11m Imn nma SEE TABLE M D.D.. 1. YVX gn,A VrtVVr-, uuwn... 1. MIN. BOTTOM SASH HEIGHT= WINDOW BUCK HOW -48. 8 NOTES: 1) USE THESE TABLES FOR WINDOWS INSTALLED THROUGH THE FRAME. 3) FRAME DIMENSIONS ARE BUCK BASH HEIGHT IS AS PER THE FIGURE. 3) MR SAS NOT SHOWN, ROUND UP TO THE NEM AVABABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. -.".z w �w ammaen Duenlb^4M w Rm.. e� mn1uW FNYbEIgn Pnuun (bIM1]) �uW e.+m SxoA ]m• b ER+pyeeemi N nmo eoww ..an .mar Imo . Imn .rao .nao .rno »mlam INA MRD e c=Nu .,,MR.. .Nn n Iwo ano .+ Im .Imo .mD -nm . waMW semwrw� nan-m�e .mo I. -um -1 .mD .Na -I -I mo .vm Iwo .mn NR n 1 am 1. .uno -11Do .mo Imo .uno -nao .mA •rm nmo a1. Imo Ima melr-wYl IRO 1 •m➢ i -NA +rm -1 IND -+I. IRO AMR IND -11. -MR .Ix9 mey ImD .rm 11m .m➢ .I ➢ .mn Ilm .ma .+mo I. .11m .me -1 ED ypO I ImD . 1M. Imn .+ IND .Iwo •m 1. Im➢ ImD -0m sa 0n vw.I.m .we -nao .Na -1 .ma n 1. 6NY1 IN. •NO.nm Jwl aen-nan Ra nm mD Imo .RO 1 M➢ mA ImD .mO I1. ND . 1..+ n oTmao. 8u6nGeq• men.aaa mn.mDm .mo .m0 -um -ImD .�D . n no Imo . n n➢ mn mo -n¢o mo .mu amo Ilm .DID .RO .um .m0 mao ImD .mD x Emlm men -ran IN. I+no I. n1m Iroo -m. w➢ m uno mD 1m •ma 11m .wa nmo sum pe,Y• +eaa.mxe IN, Ifm Imo Imo • nw.0 •]m Ima . O ,MR .mo -um .mA I1m .mo no➢ N wnaal ......Isola .rnn I1ao Imo121a. . Imn 1 .mo -une •ma -xm .NR .11. Nee.lmle •m0 Im.O .mO o.0 INA .11.. Imo n .1.mul .m0 I1D. I. Iron Imo .1 .me -1 .m0 41. AD IIDDI..nne . IIDD .NA a10.o ImD IRA E. mxl-mdle •Ro 41a0 1. • 11. IO➢ 1 O I'M. IRO -u. I..x0.0 IRO ImA I . o Imo .Ilm •m0 .Ifm Imo 110.0 ImD .nm .,.moln Imp -11a0 IRO •ro➢ 11no •DE -1 n •An Mm •NR Ilm •m➢ Ilm mn-uaw ImD 4 Imn -nm Imn Iim +rao .Ilne MEE AND +m0 Im0 + AND .um Rm IIDD Imo .m➢ .1ED •ma NRTen-m]W• -nao .m➢INDNm 9sn.Tan I Imo. 1me •m.O -Ilm .mp -I1m Imp .1..mn SEA aen-vale I. • .L. -nap 1 •N. Imo +mp .um .mnRxjnAn.x516 'ME •RD I ImD •ND -I no mn Nm 11. IRO eiEa. CudanDES +enu.xau l4111.mOn .mn IRE ao 4 .mo O .]m IRO .im -tlno .mn mn '+IVDme ma ITAO -1 O .mD Ino -1 mn Im➢ avmene xan-umE . 41m .mo 1..nm .M. IND . .ma -NR npm-mn Imn a .rao .mD .nnD .mA .noo Imo amo ImD uYO Wry ]IDO-mrW 4.. IRO 41. Im .1'.. INA nMRIRa -1 ED Ilm • ml .mo -lm0 .mD -Im0 INa "R. • -11.U¢ .1m1 Fgtl4 axrm.n IN. -11...mo Ilm IND AND .10D -no➢ • 1. IOV men-mem .ND .+ O .um .mO .nm a N. -nm .No .uno +ND -um .mo .1. . R mn-]m1e IN. 4M..m0 -Imo .]m 11. IN. -nao .RO "E..m0 -un..RO n .AO Iga n.Dn-uela .ND -1 ImD nma •]m IEDR •NR w. Imo me .]oA MD Ino -um ImD -IRR .mE 1 IRo ame . a0D .RO a .mD ai] •ND -waa .mD DR. .mD .1 ROD .ma m .mn m .Ro .NuNR RID IN. me .rm A.l .m0 mf .mD ma •m0 mO mDRED eaeley I. -1 a +ND .. I. -+.D I. Me M. m] xen-xeu -ImD INn .1 .mD Im1 RaD IN. ma camEae. .ran .1IND .Na au .room .mD me .mo mA mo m aen-neu .IN. IN. .1 aa1 . mD enWD ge11• RMIe . va0 .rpe n1OD + e •]m . M .Ao ml •me 4R.r .mO 4DR xen-ADIs . n1m . .mn R] .ma m .RD m .rae m0 .m9 m] mels moe1� -vpD .RD .1ma m Im ma .mn a .me ml Imo mo r�an. Gw. •ma am ImD mo .mo RED.m.E mD Culm6nl mall. 3v A I1oD +RD IM. IN.o IRD ADD+mD ml 1.N.I IRO 81 •me ieA IIen-male . m IN, N N. me .me ml .mD ml .rao me Imr -ma euam Bw� n+ne ape 1 .mA .rm RED I. a .mD m.1 Imo mo .R➢ mo MIN. BOTTOM SASH HEIGHT=WINDOW BUCK HEIGHT-CSA M * i No. 55705 tDrO TEdNOLOGV MIME N. VENICE, FL311T5 (Y61}/861800 c�rmoreemN Pcfea0fl�A pn NLFImnP1®n'® cERr. oFAurN rmme HEADER 17i Lv� h - r a II IIII BOTTOM 1Y' '11114IIHl lk SASH SILL �\ II Elt19lId! Nb IVl V SECTION DETAIL FOR WINDOWS WITH LEVEL R3 REINFORCEMENT & GLASS TYPES G-18 (REINFORCEMENTS SHOWN IN FIGURESABOVEAPPLYTO FIANGE A SOVEOUA O FRAMETYPESONLY.A CONFIGURATONS APPLICABLE.) 'GLASST OT BE USED WITHJLHANNL OR INTEGRAL FRAMES OR FIN FRAMES PRODUL REVMB, 1B MAY NOT BE mmplyivgmm OeilaMa Bmlairv6 C➢� �ery0em Dzbi %i)w eeNm: NO CHANGES THIS SHEET. BP M1fiwsi GROtutl M.'"ap Oven 4NCHORQUANTITY TABLE JROSOWSKI idr: even IOUBLE HUNG WINDOW INSTALLATION - LM 05/15/15 Mee/YDIeG BWa 9roet Owlp Nx Rm DH-556D NTS 7 OF 14 MD-DH5560-01 I B NOTES. 1)USETHEMOVE ANCHOROUANTIRESREOUIRFD._.._- TABLE FOR ANCHORSMSTMLEDTHROUGHTHEFRAME. 2)USE THEASOVE'MAKANCHOR O.C. SPACING........ • TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. Na. 58705 N.V@8CE•F1.3w(i NO CHANGES THIS SHEET QUANTITY TABLE LnvAMroroc.a '""" "iA° WUV OwpE fapi b'NWiIFIf HEY4M ae ARODUCTRBVISFD u.vmgylog .vub the fLyTCa wlmneCme AEaylonm Na! .10 mtwo Dote By N✓mi Prw+xt 3) FRAME DIMENSIONS ARE BUCK TAR"- EUNG RAIL � F '•.lzomDN..' �� (913HiaLL1EW d)FOR SIIE3 NOT SHOWN,ROUND UP TO THENEM AVAILABLEW1DT11 OR HEIGHT DIMENSION MOM ON THETABLE. 'piss/Q//(V�(�,L1��1G� o>oan DOUBLE HUNG WINDOW INSTALLATION ELM 05/15/15 5)RUM TO TABLES 2&3, SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. A. LYNIINiutR•TPE �Imna mm y�DDH-5560 NTS 8OF 14 MD-DH5560-01 B P.FJmm CFAT.OFANH.1�2B8 0oo0 HBO 0�e00��0 00�a00��00�00��0Hoomo 00000�flDae00�a00oo0 nooDDua00ooD00000 ®��wwwwwwowwwwwwwwwwww©wowwwwwwwwwwwwwwwwwOwwwwowwwwwwowwowwwwwwww �w�owoowoowwowwowwowwowwwwoowoowwowwwwwwwwowwowwwwoowwoowwwwowwowo m�owoowoowwowwowwoowoowwwwowwwwwowwoww0000wwow00000©w0000000wwoow m owoowowwwwwwwwwowwwwwowowwwwwwowwwwwwwwowwowowwoow000wwwwwwwoww owoowooww man owwoowoww0000wwowwowwow000wowwowoowoowwowwowwownowo mwwowwowwwwwwwwwowwww0000ww0000wwwwwwwwwwwowwwwwowwwwwwwwwwww000 ��wwowwowwwwwwwwwoowwwwwwwwwoowwowwwwwowwwwowwowwwwwoowwwwwwwwowo m�wwowwowwwoowwwwowwwwwwwowwoowowwowooww©oowwwwww0000wwwwww0000ww m�wwowwwwwwwwwwwwwwwwwwwwowwoowwwwwwwwwwwwwwwwowwowwwwwwowwwwwwww 11111119=1Moww0000ww00000wwwwoow000000wwwwwwowwoow0000woow000woowow000wwww �owowwowwwoowwoowwwowwwwoowwwowwwwwww00000wwwww000www000wowwwwww o�wwowwowwwwwwwwwwwwwwwwwowwwwwwwwwowwwwwwwwwwowwowwwwwwwwwwwwwow owwwwowwoowowowwwowowwwoww000wowwwwwowowwwww0000wwwoowwwwwwwwww swwwoowwwwowwoowwwwwwwwwowwoowwowwowowwwwwwwwoowoowwoowww©000000 �wwowwwowwwwwowwwwow Bunn owwwowowwwowwwwwowwwwowwwwwwowwwwwwwwowo ��wwwwwowwwwwwwwwwwwwwwwwwwwowwwwwowwwwwwwwowwoww000wwwwwwwwwwwwwi 0�woow000wwwwwwwwwowwww000w000www0000wwwwoowwwwwoowowwwwwwwwowoww woow000wwoowwwwwwowww000woowwwwowwwww000wwwwowwowowwwwwwwowwwww oowwwoowwwwwwwwwwwwow000w000www00000w00000wwww0000000000w0000w© Bannon wwwwwwwoowowwwwwwoowwwwwowww Banana wwowoowowwwoowwwoowwwww non Una BE uuunuuuuunnuuuuuuuuuuuunuumuuuu owowwowwwwwwoowwwwwwwwwwww00000wwwwww©wwwoowowwowwowwwwwwwwwwww m�owowoowwwwwwowwwowowwowowwowowwwwoww nun w00000wwwwoowwwwwwwowwow mwwowwowwwwwwwwwnun wBunn onun owwwwwwwowwwwowwwwwwwwowwwwwwww000ww m�wwowowwo Bunn wwwoowoow000wwoowwwwwwwwwwwoowwwwww000wwwwoww000000 am=Zmmwwoowoowwowwwwwowwowwowoowoowwwowowwowowwwwww000wwwoowowwwwwwww �wwoowwowwwwowwwwwwwwoowowwowowwwwoowwwwowwwwwwwooww0000wowwwwoo swwowwowwwowwwwwowwwwwwwowwowwwwwwwwwwowwwwowwwwowwwowwwwwwwoowo swwoowwoowwowwwwwoww000ww0000www000www000wwwoww000wwwowwwwwwwoowo vwwowwowwwowwwwwwwwwwwwwowwowwwwwwwwwowwwwwwwwwwoowowwwwwwow000w woowwowwwwwwwwwwowwwwwwowwowowwowwwwwwwwoowwowwwwwwowwwowoowwww �m nun wwoowwwoowowowwooww00000wwwoowwwwwwoowwwoowwwwwwoowwowwwwwoo s�000wwowwwoww000wwwoowwwowwwwowowwwowoowwww000wwwwwwwow00000wwoo o�owwwwowwwowwwowwwwowwwoowwwwwwwwwwwwowwwwwwwowwowwwwwwwwwowwoow sww0000wwwowwoowwwwowwwwowwowowowwoowowowowowwwwwwwwwww000wwwoow ow00000wwwow000wwwwwwwwooww000wowwoowwww000wwowwwowowww000wwwwww swwwowowoowwwowwwwwwwwowowwoowwowwwwwwwwoowwwoowoowwowoowwwwwwww wv�owowwoowwwwwowwowwwwwwwoowowwwowwwwwowwoww0000wwwwwwwwowwwwwoww ow000000wowwoowwwoowwwwowwowwwowwowwowwowwowwwwwowwowwowwowwwww ©�caw0000woowwwowwwwowwowwoowoowwwoowwoowowwwwwoowowwwwoowwwwwow000 mwwoow000wwoowwwwwwwwwwwwwoowwwoowwwwoowwwwwoowwow000wwwwwwwwwoo ��wwoowooww0000wwowwowwowoow000wooww000www000woowoowoowwwowwowoow s w�w000woowwowowwoow m�wwowwwwwwwwwwwwwwwwwwwwowwowwwwwwwwwowwwwwwwwwwwwwwwwwwwwwwwoww noun owwowowwwowwwowooww00000ww000wowwwwwoowoww woow0000000wowwoowoow00000000woowwowoow000000000000wow00000woow ���ou0000uo©0000000w©000000000un000©000wonnu000uououo©0000nnu00000 o� -MI BOTTOM SASH HEIGHT= WINDOW BUCK HEIGHT-46.OM NOTES: 1) USE THE ABOVE 'ANCHOR OUAN=GS REQUIRED..._...' TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME 2) USE THE ABOVE' MAX ANCHOR O.C. SPAC(NG...._ - TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. 3) FRAME DIMENSIONS ME BUCK WRtMEETINO RAO_ 4)FORSIZESNOTSHOWN.ROUND UPTOTHEN AVAIIABLEWIDTHCRKOI DIMENSIONSHOWNONTHETABLE 5)REFERTOTABLES233.SHEET2FORANCHORGROUPDESCR ONS. * : No. 5B705 NO CHANGES THIS SHEET. WZArcIn DC.8pc4M Mr arF TnMIP�LFYf ImYO�du r PRODUCTREVISED comPImwiUds FImM9 Building Code wcngaim No -� .� Dve By M' DednPvdml 1070TECHNOIO DRIVE ANCHOR QUANTITY TABLE J ROSOWSKI N.VENICE. FL 9A2T3 _ 1�180D oompartomn DOUBLE HUNG WINDOW INSTALLATION- LM 05/15/15 POrwv w yey =H- SM S A o`MD Na M: DH-5560 NTS 9 OF 14 MD-DH5560-01 B 353.5W 3.500• 3.SW II. 3AB3' �{ 3A03' .063' ,062 .063' � OFr ' � � oif .063' Vw' 2.W 1A6B' o tAB3' E 1AB3' 1A03' 01 L oo oo� L u 1 L �DQoo 1 JLHAN1gL .QS I FLANGE FRAME FlN FRAIAE EOUM LEG FRAME '� � JL.EL '�5• � FLMGE T01i] OFRAMEHEAD r OO HEAD 1.3'6 OO NEAD OHEPD 13TS OO FRAMESILL OFRMAEBILL 1 3A83` �� I L L 3A83' _�.� 3SOP 3.50`P 3.500' 9500' 3.� .Ogy �-- .062 .062' W .062' r-- .062' o r��ffT lAro ���TTT01 �t Dom 00 UM ORNF OB FRAME SILL �1.3TS OFRAME NNM .F 10 F BOE FRAME 13]5' 11 JIMN1FRAME 12 JAMB LEG FRAMF ` 1 T 1 T ,315• IL�j, 1 2Iw 1,.4T2•�{ 1� ,.585• .065' �1.3]6".W4' 111 .J590~' ILNLL�-'�'ts�ssJJll �3T5jS' � .07V.OSP .WO'I1 JI IS � .050' 1.000' I� 03S 7 SASH 6TOP/ LIFE RNL LIFT R0.IL BEVELED BEVELED 15 KEEPER ML i6 SASH PAR 1] OG � iB SCREW COVIIi 19 INTERLOCK O INTERLOCKCOVER 21 INTERLOCK OINLERLOCK COVER 1.&B .3,0' 1F� 54' � Iy- S84` ,1J5• �c��i/'1 aK0.0DUCTRBtlISm '.TmmIYSN witE lheflertda II'.1 .050` Boil4mg COM MV—�¢•--� f� n�aP��No 17.0630.14-02D ' Fav4x' DYe O BFAOI IWG OEXiRUOED SCREEN FRAME 14 TOP SASH PULL oNV Eesp M�,': NO CHANGES THIS SHEET. BY M.1 emFlatuc, Qom;' 1 1.105` No. 58]OS 1.100" r�-� '1 ='k: '•ll'- ® pam 6Y• T1s• 1 a16' ]Is --0 t �--• �moTEawowGrDRrvE WINDOW EXTRUSIONS J ROSOWSKI �[ PO STATE 17- •1[/�`v N.JCE RU275JIF 171a OVN: .aem �C .aeo` ��' T .o •. � kr � (calHeo-1eoB DOUBLE HUNG WINDOW INSTALLATION - LM 05/15/15 OMGMT SASH 34 STMIDMD SASH O HD SASH ��'�.SJONAL EN�``� BxanB "" sen /Miner smr sne.e w .rm/ t. Rew REINFORCEMENT REINFORCEMENT REINFORCEMENT /A1LYM4mllib. PE PEsWTos cERTaFAIRN.&8'2SB DH-5580 NTS 120E74 MD-DH5580-0t B Bill of Material # 1 Pad 1 Description Material 1 6M13 Enamor PVC 2 620114 Frame Head -Flange PVC 3 820115 Frame Head -Fin PVC 4 M116 Frame Head -Equal leg/Box PVC 5 620105 Frame S#I- JChannel PVC 6 620106 Frane Sll - Flange PVC 7 M107 Fmme Sill - Fin PVC 8 620108 . Frame Bill - Equal LeglB- PVC 9 620109 Frame Jamb-dGhannel PVC 10 620110 Frame Jamb -Flange PVC 11 620111 Frame Jamb -Fin - PVC 12 620112 Frame Jamb -Equal LeglBox PVC 14 1 62D171 ITOP S-11 PUl (OPL) PVC 15 620140 Keeper Ral PVC 16 620129 Sash Rail (Sides, TOP & 5011 m) PVC 17 620134 Babnee Corer PVC 18 620133 Sash StoplSCWCorer PVC 19 M156 Lilt Rail lmedock BO05 TS Al 20 SM744 Lift Ral WedMk Caen PVC 21 M157 BeLded interlock 60M T5 AI 22 620145 Be9eleE lntedock Corer PVC 23 62DIW Liglri Sash Rebbmement 6063 TB AI 24 620151 Stallard Sash Relnbmemem 6063 TB AI 25 =152 HDSesh Reimwcemeat 6063 T6 AI 30 87644 Wealwninp, .187' x .270' Fin Pile 31 61W Wealha9ldp, .l9P x.30(r Foam Bulb 32 61719 Wealherstdp, .iBT x 220° POIyPiki 33 61825 lWeatnenfteP Plug, .220' Fimm 35 78)CIUM k8 x t' PR PH S W (lmedalk Maurlfrg ScreAO SS 38 720210 Weep Fble Corer PVC 39 7ZD185 ITilt Latch Remiateament Gip PVC 40 72D)0000( Calsta n F=a Balance qt 78)C14PPAX #8 x 31V PR FH SMS (Can. Fame Balance Somm) SS 42 jupm balance 43 720205 Spiral Balaca Shoe Nylon 44 78X714FPAX #8 x 11 t11 Ph. FH SMS (Spiral Balance S SS NOTES: 1) OLASS AND SOME P.,=PTIONS NOTSHOWN ON DRAWING FOR CLARITY. 2) J-CHANNEL FRAME SHOWN. PARTS # 1, 5 & 9. OTHER FRANETYPES APPLY. 3) PVC BY ENERGI WINDOWMID DOOR PROFILES, LTD., TO BE LABELED FOR AAM4 UDER CODE 4) FOR REINFORCEMENT TYPES, SEE DETAILS ON SHEETS 6 & 7. 5) ITEMS # 13, 2628, M, 36.37, 65-71, 73 & M ARE NOT USED AND ARE NOT PART OF THIS APPROVAL NO CHANGES THIS SHEET. I BILL OF MATERIAL A (BOM) . I J ROSOWSKI 166UBLE HUNG WINDOW INSTALLATION - LM 105/15/15 1 13 OF 14 B ;y 1QtAM Imo, �64ATE t01AVAIL11ENx. A.LYIVASSILLER RE. P.Ek69705 *_ N20DUCTRBWSFl] e ���w'la l4 Fluide uj - A�,v41 rm 1 Ib I` Expinvbn D%c �i.Od} ar Niam -" BIII of Material, cont # 1 Pan# I Description Maledal 20197 Auto Lock Mech9Wsm c teN 48 72019889 Sweep Lock Cast Lrc 47 720195&s Auto Lock Cowl Aasemhly Casl Lne 48 76X11SOPTX #6 x 1-118` PR PH SDS (ALACI& ep Lock SCWM SS 49 720200 Auto and Sweep Lack Keeper Cast Lnc 50 76X WPTX 98 x 3/4` PR PH SDS (Kamer Scie SS 51 420181 UR Beveled Tilt Latch Caner Key 'PVC 52 420182 UR Pull Rail Tilt Latch Cane, Key PVC 53 7634PHFL #6 x 3W Ph. FH SM (Plot Bar& iB Latch Screw) SS 54 420783 Tilt Latch PVC 55 420184 Tiff Latch Retainer PVC 56 720207 1` lilt latch Spnng 57 420166 Plastic Tin latch Finger Pun SB M192 Metal Tilt Latch Finger PWI 59 420180 PiwlBar CpMrKey (TapB Bonom Sash) 80 720206 Phut Bar (rap 8 Bonom Sash) B1 71010102 Top SasA Tltt Latch (L&R) P 82 76X72FPTX #6 x 1R` Ph FM SW (Tap Sash Tilt Latch Same,) 63 720191 Sash PWI Nude (apt-) 64 78K44FPT #e x 31 r Ph. FH SDS (Pull H le Screw) 72 720135 lami. I.G. Bead 74 Baekbeddrig, GE 7700 a Dow 791 75 71684&5 Selling Black (7/&` x Y x 11W), 85 /-5 dao. 80 61012-- Extruded Screen Frame - - - 6t 60775 Extruded Screen Spleatlet Bar 82 7CKGLB21 Screen Comer Key W Extruded Frme 83 � 72045 "Imam Screen Spremer Bat Clip MFftrg� 85 7CA$PM Tension Sprig 86 61816C48 Screen CIOVI 87 61635161624 .14 Screen Spline (Macrdne/HaM mi.) NO CHANGES THIS SHEET. e': - t�"'se•`�P ;' * : NO-58705 PROnUCTRCVIS£D po•m aY B=0, mav(N lm Flui.� OF MATERIAL B (BOM) J ROSOWSKI AO'.,✓•6A� 1". ,• � I •143%ta Arts CO'.:F[ORIDP,:' ZD%A 3LE HUNG WINDOW INSTALLATION - LM 05l15l15 ' ;SS/OVAL H-5560 NTS 14OF14 MD-DH5560-01 B .1111iS)Ay.0 ,PE PJE w05 OPT. SWEEP LOCK 1 WO TECHNOLOGY nRrvE N.VENICE. FL94276 (wt}am-teac mrvwsmamn 5 MOV31WF.4WG NLPR:Xf4H5HN0) CERT. OF AZ #1a296 J OPT. AUTO LOCK 47 OPT. PULL HANDLE BOTTOM SASH ASSEMBLY DETAILS EXTERIOR La OPT. BEVELED INTERLOCK &COVER