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HomeMy WebLinkAboutProduct Approval (2) RECEIVED DEC 0 5 2019 MIAMI-DAVE sT. Lucie County,,Permitting TVIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street Room 208 BOARD AND CODE ADARNISTRAT'ION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE ff"A www.miamidadg,=Dov/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 NEarni Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ), This NOA shall not be Valid after the&kpiration date stated below.The Miami-Dade County Product Control I e Section(In Miami Dade Coptyj and/or the AHJ Ph areas other thAn Miami Dade County)reserve the right to have this product or inateiiall 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 such13 roduct 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 "DR-556011 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 05115115,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 1he 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,-forsales, 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 Nfiaini-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 I 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 IRMLAMI-DADE Expiration Date: September 17,2020 Approval Date: November 02,2017 Page 1 copy PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 15-OSIZ04) 2. Drawing No. MD-DH5560-01 titled "Double Hung Window Installation - LM", sheets 1 through 14 of 14, dated 05/15115, with revision B dated 06/06/17;prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS L. 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 4S•G TPS spacer system,Duraseale spacer system, Super Spacer®NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports- No: FTL-8717,- FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega;P.E. (Submitted under previous NOA No. 16-0714.09) .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,. 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 r 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 verif cation calculations and'str uctural'analysis"complying with-FBC 511, Edition(2014)'andFBC 61h Edition (2017), dated 07/30%15 and updated on 08/29/17, prepared by manufacturer, signed and sealed`by Anthony Lynn Miller,P.E. (Subrriitted under X04No. 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 (towwum) 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 5th 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 ContrExa iner NOA No.17- 30.10 Expiration Date: September 17,2020 Approval Date: November 02,2017 E-2 t 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, (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 08/25/1,6 and expiring on 09/17/20. Manuel Per /Ij Product Control 11kaminkr NOA No. 17'46 .10 Expiration Date: September 17,2020 Approval Date: November 02,2017 ,,, E-3 TABLE A.MAXIMUM Q.G.SPACING ' DESIGN PRESSURE RATING _IMPACT RATING 54"MAX.BUCK WIDTH Glass Types Abote Meeting Rall - - VARIES PER REINFORCEMENT LARGE&SMALL MISSILE 8,SEE "C' S-8 15.112" LEVEL,SEE SHE, 6.7 IMPACT RESISTANT l..,� 30'MAX.O.G. 12'MAX. 52-l18'MAX:BUGK WIDTH SHEET 3 _41 AX.BUCK WIDTH •-� ,12'MAX SHEET 3 I $-18 12* D. SEE - B.SEE 30"MAX O.G.-JM+�{I`•-- A.SEE - 70P SASH 12 SEE SHEET4 SEE SHEETS VISIBLE 54'MAX BUCK WIDTH ••�— 8&9' _ LIGHT'WIDTH 88.338° B.SEE 4 30'MAX.O.C.�I A,SEE —. '� 12"MAX. MAX. �• -•+ `1+�---12'MAX. C,SEE SHEET3 — - r - / TOP BUK SHEET3 1• SNEET4� —$1— EQUALLY jJ SASH' SPACED / LE SEE HEIGHT `A,SEE r—' •-' 12°MAX. EQUALLY ! /1 SEE TABLE ANCHORS // LIGHT SEE TABLE .SHEET3} h - SPACED I / �_ PER TABLES / HEIGHT _.L,_ EQUALLY 1) - ANCHORSPF32 f -&11 SPACED //// SEE TABLE � ff TABLES 8.11 I nANCHORS PER 111 !1� x V 84' X TABLES 8.11 X I I 82' X +� BUCK MAX. _ MiEX T — - HEIGHT X 10"MAX.O:C. BUCKq..ANC..qRSATS1LL 10'MAX.O.C. • 10"MAX.0.0 BUCK AS•SHOWN LT HEIGHT X { Q HEIGHT X (86.338' - I MAX. T[OM 1 f3,80TMAXO.C. ) EQUALLY —� �13.80T MAX.O.G. ES AGEDASH '13.80T MAX O.C. EQUALLY f`�•_j SPACED ,� ANCHORSSIBLE „^i_ 'SPACED L. --'•--•• SEE fY ANCHORS PER - LIGHT ANCHORS PER - I ,. TABLES 8-11 A PER TABL SIGHT A TABLES 8.11 j SHEETS j . / A 8&02'MAX. •.8-1f2"MAX .8.1/2•MAX.NO ANCHORSAT SILL SILL NO AN RS AT SILL �..•�—• EE$ILL WEEP• a - • SEE SILL WEEP- 8��"—"JfSEE SILL WEEP- 1-114SEE SILL WEEP- NOTCH DETARA - IBLE NOTCH DETAILS„ NOTCH DETAI S, NOTCHDETAILS, SHEET3 SHEET SHEET3 SHEET4 ELEVATION FOR TYP.EQUAL LEG FRAME, ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME SHOWN WITH EQUAL-LITE CONFIGURATIONSHOWN WITH ORIELlPROVIEW CONFIGURATION SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN GENERAL NOTES:SERIES 5560 IMPACT RESISTANT DOUBLE HUNG WINDOW 75"HEIGHT SEE TABLES 6.11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). GENERAL NOTES_................... „„.,„....1 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS,FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LRE(CAP)MUST BE TEMPERED. ELEVATIONS....................... ,, ; 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS,MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ......•••""•,,,,,'„••...,,,,,.1 ... ASTM C90 CONCRETE MASONRY LINITIS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. '' - - '- FRAME,GLASS&ANCHOR OPTIONS.............. 2 I ,4)ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS - INSTALLATION,FLANGE&EQUAL LEG/BOX....3 1 DEPICTED AS 2X ARE 1-1/2'THICK OkGREATER;IX AND ZX PUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE,WOOD BUCK DESIGN INSTALLATION,INTEGRAL FW&J-CHANNEL..4 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). GLAZING DETAILS••••••^„................._..........„.....,5 6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN,EMBEDMENT,INST.ANCHORSDESIGN PRESSURES...........................................(3.7 I SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. - ANCHOR QUANTITIES.......:...............„.„.._...„...8.11 - - 6)1/4”MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. - EXTRUSION PROFILES........................................12 T)DESIGN PRESSURES: ASSEMBLY&PARTS UST„...c..:..:....„...•.,:._„„»13.14 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. - CODES!STANDARDS USED: B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. •201T FLORIDA BUILDING CODE{FSC),STH EDITION I C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. •2014 FLORIDA BUILDING CODE(FBC),STH EDITION 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.7HE 33.113%STRESS INCREASE HAS NO •ASTM LOREl D00 I 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 WI7 •ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION _ .I OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE, - -ALUMINUM DESIGN MANUAL,ADM-2015 PRODUCTREVISED, i 0)METAL SUBSTRATE 70 MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIOA BUILDING CODE AND TO BE RENEWED BY THE AUTHORITY HAVING JURISDICTION. •ALUIS1 INUM oR ODUCT with Sur Florida 10)REFERENCES:TEST REPORTS FTL-8006&8007:ELCO ULTRACON NOA;ELCO CRETEFL EX NOA;ELCO AGGRE-GATOR NOA;ENERGI WINDOW AND DOOR PROFILES,LTD WHITE& •AISC 360-10 - Bocompl Cods BRONZEILtGiiTER SHADES OF CAP COATED PVC EXTRUSION NOAS;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSVAF&PA NDS&ALUMINUM DESIGN MANUAL AccePiance No 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL �j1fE fffJ 1w2kn: 0 LLLLLL111 `.�`1��.. ��M��'''�,� UPDATED TO FBC 2017.-JR- Br USER INSTRUCTIONS: L Mtam 1)DETERMINE TtiE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE T. Q�• �% 06/06/17 .. _ 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. �587p5 -„ 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN �*: PRESSURE FROM TABLES 4-7.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED tNSTEP i. - - ::"p �ry'R 'to7aTEGHNQtAGY 2I1fE GENERAL NOTES&ELEVATION ”' J ROSOWSKI ) 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 8-11.VERIFY THE ANCHOWSUBSTRATE WILL MEET REQUIREMENTS FOR •P''(V ti N,VENIM FL34276 ' YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET, O ATE F tg. (841}•,180.1800 kZfe:, OQt; 5)INSTALL AS PER SHEET 3 FOR 7HRU•FRAME INSTALLATION OR SHEET FOR INTEGRAL FIN INSTALLATION. �i� s':s<OREpP,•G\'C�1� MoT., DOUBLE HUNG WINDOW INSTALLATION-LM 05/15/15 NOTEMESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(bCHANNEL,FUVJGE, is�ONAL� ��� ,ft"�, ,' s iffr,+llhdel.• scarR Streat: aravrrkr No. Her INTEGRAL FIN OR EQUALLEGSOX). - at4NN"114 id . DH-5560 - NTS 1 OF 14 1 MD-DH5560-01 B P.E#68705 CERT.OFAUTH, TABLE I:ALLOWABLE GLASS TYPES Frame Olaes Frame Des Type Gnaw Description(Listed from ExtadTable to Interior) lgne9-chTypes OPtions ConBgs. Installation O- that be used - - Sh �onsmay (see Fig B) (see Table 1) (sae Fig A) 6 7/8•Laminated LG.:1/8'A Extodor Cap+7/18'Air Space+5/16'Laminated;(2)Utes of 11T A Glass with.13SW PVB Interlayer 4,5 .6 6 7/8•Laminated I.G:1/8'T ExtedorCep+7/18'AirSpace+5/16'Laminated;(2)Utes of 7/B•A Glass with.09U"PVB Intedayer 4,s 6 Equal-Lite. ....Into 2X Wood FremelBuckstrip•sheot 3,option 1 7 7/8'Laminated I.G.:3/16°A Exterior Cap+3/8^Air Specs+5118'Laminated;P)Utes of 1/8°A Glass with.09W PVB Interlayer 4,5 6 Flange� 5-16 OThrough the frame ....Into CorKrettyCMU-sheet 3,option 2 ,A 8 718'Laminated I.G.:3116'T Exterior Cap+318'Air Space+5/18'Laminated;(2)Liles of 1!8•A Glass with.090^PVB Interlayer 4,5 6 - (#2) &&CottaJCottaew of the window......ge ....through 1X Buckship Into Concrete/CMU-sheet 3,spoon 3 9 7/6'Laminated I.G.:118"A Exterior Cap+7/16'Air Space+5/16'Lsminated;(2)Utes of 1/8'H Glass with.GW SO interlayer 6 7 ....Into Metal-sheet 3,option 4 10 7/6'Laminated I.G.:118'T Exterior Cap+7/1B•AirSpace+5/16•Laminated;(2)Liter of 1/8'H Glass with.090'SG Intedayer 6 7 ....Into 2X Wood From afBuckstdp-shoot 3,option 1 11 71W Laminated I.G.:3116'A Exterior Cap+3/8'Air Space+5/16°Laminated;(2)Lites of 1/8•H Glass with.0W SG Intedayer 6 7 Boo(/ EquakAe, Through the items ..:.Into Concrata/CMU-sheet 3,option 2 - 12 7/8'Laminated I.G.:3116'T Exterior Cap+3/8"Air space+5/18`Laminated;(2)Liles of 1/8'H Glass with.090'SG Intedayer 6- 7 Equal-Lag 5.16 Orlal/Pr tew(44) &Cottage of the window...... ,...through 1X BuckeMp Into Concrete/CMU-attest 3,option 3 13 7/8'Laminated I.G.:1/8'A Exterior Cap+5118'Air Space+7118•Laminated;(2)Was of 3118•A Glass with.090'SG Interlayer 7 7 1....Into Metal-sheet 3,option 4 14 718'Laminated I.G.:1/8•T Exterior Cap+5118•Airspace+7116•Laminated;(2)Was of 3/18'A Glass with.D9V SG Interlayer 7 7 Through the ....Into 2X Wood Frama/Suckstrlp-sheet 4,option 5 15 718'Laminated I.G.:3/16"A Exterior Cap+1/4'Air Space+7/16'Laminated;(2)Utes of 3116"A Glass with.090'SG Intedayer 7 7 J•Channel EqualLita, Integral In Into Metal-sheet 4,option 7 16 7/8'Laminated I.G.:3116'T Exterior Cap+1/4•Air Space+7/16'Laminated;(2)Utes of 3118•A Glass with.090'SG kltedeyer 7 7 1 5-8 O&Cottalew Cottage Through the theme ••..Into 2X Wood Frane/Bucketrlp-sheet 4,option 6 of the window...... ....Into Metal-sheet 4.option 8 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME ' GLASS TYPES 5,7,9,11,13 Through the ....Indo 2X Wood From e/BUckstrlp-sheet 4,option 5 8 15 MAY NOT BE USED IN Min.Edge Min. E9uB�e• Integral In....., Group Anchor Substrate Distance Embedment' � TFiEHVHZABOVE 30'. Integral Fin 6-8 OdeUProtAew ....Into Metol-sheet 4,option 7 (#3) &Cottage Through the Marne ....Into 2X Wood Frome/SuckstAp-sheet 4.option 6 0 SMS ' Southem Pine(SM.55 16' 1-318" of the window...... „••Into Metal-sheat 4,colon 8 #150' (s4 el,#1 SM S.S. Steel,A36• 3/8• 0.0 Steel Stud,A653 Gr.33' 316" 0.0451"(18 Ga.) o410S.S.) 'A•=ANNEALED A Aluminum,606345' 318• 0.050' FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES 'H'=HEAT STRENGTHENED P.T.SOuthem Pine(SG=0.55) 7/16' 1-/8' T=TEMPERED 3116°steel Ultracon Concrete(min.285 kei) 1° 1:118" 'PVB'=.0911'TROSIFOLO PVB Ungrouted CMU, ASTM C-90) 2-1/7 1-1/4" BY KURARAY AMERICA,INC. #12 SMS P.T.Southern Pine(SG=0.55) 9/16° 1-18^ 2 0 4 0 •SG•= INTERLAYERIGLASODARAY Steel,A36' 3/8' 0-050• / BY (steel,18-8 S.S. q BOX OR q - AMERICA,INC. Steel Stud,A653 Gr.33! 3/8' 0.0451"(18 Ga.) EQUAL- S 0410 S.S.) Aluminum,6063-TS' 3/8• 0.063' 6/ FLANGE LEG 1/4"steel Ultracon P.T.Southern Pine(SG=0.55) 1' Iva" 1/4'steel Creteflex P.T.S,outhem Pine(SG=0.55) 1• I318" EQUAL-LITE ORIEL COTTAGE 1/4'steel Aggre-Gator P.T.Southern Pine(SG--0.55) 1. 1318" "MIN. 3 THREADD S 114'steel Ultracon Concrete(min.2.85 ksl) 1' 1.3/4' METALMaterialTHE Material Min Fr Min.Fa C Ungrouted CMU,(ASTM C-90) 2-12• 1-1/4" SUBSTRATE. Steel Screw 92 ksi 120 kei 114'steel Creteflez Concrete(min.3.35 ksp 1" 1-314" 1 3 1/4'steel Ultracon Concrete(min 285 ksi) 2-12' 13/4" "UNGROUTED 18.8 Screw 60 kei 95 ksi 0 0 Concrete(min.3.35 ksl) 2-12' 1-3/4' CMU'VALUES 410 Screw 90 ksi 110 ksi q INTEGRAL q JLHANNEL D 1/4'steel Cretefex Ung,uted CMU, ASTM G90 2-12' 1-1/4' MAY BE USED Ebo Aggro-Gator® 57 ksl 96 kef ( ) Elco UfliaCorttD 155 kei 177 kat FOR GROUTED 114"steel AggreGatOr C°rtcrete min.3.275 ksi 1-12" 8" CMU 410 SS Elco CmteFlex® 127.4 kei 189.7 kal Grouted CMU,(ASTM C•90) 2' 2^ APPLICATIONS. 606375 Aluminten 18 kei 22ksi A36 Steel 36 ksi SB keiI C TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN I Gr.33 Steel Stud 1 33 kai I 45 kai I ae �o PRODUCT REVISED Group Anchor Substrate Min.Edge Min. B.Idin CollYi-g with rho Florida Bailding Cafe Distance Embedmenr t l t l r l h l Acceptance No _0 SD.)f) Y LYNiy '/i Re"� Tim,a Date I�D E 2-112 x.131"Canttton Nail P.T.Southam Pine(SG=.55) 3/8' 2-7/16' ��` OC1•.... � 2-1/2'Rir"hank Racing Nall P.T.Southern Pine(SG-.55) 315^ 2-7/16• :� �'1'.'L1cENSF •.l� ANCHORS RE-GROUPED. By Miami ado Product P.T.Southern Pine(SG=.55) 12' 1-318• -JR-06/06/17 #10 Trusehead SMSAluminum,6063-W 318' 0.050' '* No.58M (steel,18.8 S.S. - Steel Stud,GL 33• 3/r 0.0451•(18 Ga.) - _ Oeacrlp8on: Orem W. m410S.S.) --O ' F steel,A38' 315• 0.050• =p j r 1WOTECHNOLOGY DRNE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI P.T.Southern Pine(SG=.55) 9/16• 1-318" 'MIN.OF 3 :�,C'•. TE A, N.VEMCE,FL 34275 #12 SMS THREADS BEYOND " tP '•."ZOR1OP0. .•'' \�'Z (941}480.1800 fie' Dots. Mum(steel,18.8 S.S. Steell Stud,Gtr.33• 316• 0.00503" THE METAL ��'�ss'/pNAL E�G��� mPnawtrozot7 DOUBLE HUNG WINDOW INSTALLATION-LM 05/15/15 or 410 S.S.) SUBSTRATE. '/r1111111\ PoT Serks/ModN: Scab: Sheat: ' NO. Rr Steel,A36• 3/8^ 0.050^ a LYNH MILLER,P.E. DH-5560 NTS 2 OF 14 MD-DH5560-01 B' P.E.a 58705 CERT.OF AUTH.028296 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEGBOX FRAMES INSTALLATION OPTION z INSTALLATION OPTION 3 _ ANCHORED THROUGH FRAME _ _ ANCHORED THROUGH FRAMEAND IX - INSTALLATION DIRECTLY INTO CONCRETEICMU, _ BUCKSTRIP INTO CONCREMCMU. ' OPTION 1 - EDGE DISTANCE _ SEE NOTE 2,THIS SHEET. EMBEDMENT - ANCHORED THROUGH EMBEDMENT _ FRAME INTO 2X WOOD - I �— 1/4"MAX SHIM -- _ - 16 114'MAX SHIM �— - FRAME OR BUCKSTRIP. T - SEE NOTE 2,THIS SHEET. EMBEDMENT ,T VISIBLE 17EDGE 1 EDGE " ❑� 18 LIGHT WIDTH ❑ + DISTANCE FLANGE FRAME �L DISTANCE SHOWN44° BALANCE BOTTOM --� a TYPE P S SASH I - -- TYP.ANCHOR 1/4'MAX - - - ❑� - TYPE. _ 42 WITH SASH SHIM TYP.ANCHORTYPE, ° _ _ o '-EMBEDMENT AND WEIGHT 54 -EMBEDMENT 2 TYP:ANCHOR TYPE, EDGE R q o 30 AND EDGE EMBEDMENT AND EDGE DISTANCE PER 31 DISTANCE PER DISTANCE PER SUBSTRATE, .• LL1111��JJ _ EDGE SUBSTRATE, TOP SEE TABLE 2,SHEET 2. SUBSTRATE, J�I1-,I,IIIII—r�O SASH InI ' DISTANCE SEE TABLE 2, 18 SEE TABLE 2,SHEET 2. Uu I I .•9 SHEET2. . �--� VISIBLE LID (•5 O - FLANGE LIGHT WIDTH EQUAL FRAME 10 67 - 12 LEG/BOX EXTERIOR 7219 NOTES: SHOWN BUCK WIDTH FRAME VISIBLE zo LIFT. AIL 1)USE ONLY roF LIFT RAIL HORIZONTAL SECTION A-A SHOWN LIGHT SUBSTRATE-APPROPRIATE HEIGHT ANCHORS LISTED ON TABLE 2, ' SHEET 2.FOLLOW EMBEDMENT AND DADE APPROVED MULLION.FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 49 21 FOR ALL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES,TABLE 2,SHEET 2. 22 WINDOWS,O1 INSTALLATION OPTION SHOWN MAY .. ANCHO @BEUSEDONANYSIDEOFTHE 15 3.55"FROM WINDOW- 114"MAX. , END AND AT SHIM #10 OR#12 STEEL 1/4"MAX. 45 46 47 CENTER. 2)MASONRY ANCHORS MAY BE SELF-DRILLING SHIM BUCK FOR USED INTO WOOD AS PER TABLE 2, SMS(GS),SEE HEIGHT 35 WINDOWS SHEET 2.ALL WOOD BUCKS LESS ❑ TABLE 2, ❑I� 50 O 16 OVER 36" THAN 1.12'THICK ARE TO BE SHEET 2. WIDE:ADD CONSIDERED 1X INSTALLATIONS.IX EXTERIOR 30 ADDITIONAL WOOD BUCKS ARE OPTIONAL IF a SCREWS UNIT IS INSTALLED DIRECTLY TO @163/8- SUBSTRATE.WOOD BUCKS I--� VISIBLE FROM END. DEPICTED AS 2X ARE 1-12"THICK 86 LIGHT OR GREATER.IX AND 2X BUCKS - U HEIGHT (WHEN USED)SHALL BE DESIGNED 1 TO PROPERLY FLANGE EQUAL 18 1_ TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME LEGBOX LOCATION:6.5/8" DESIGN AND INSTALLATION IS THE SHOWN O FRAME (2)1' Q 84 63 FROM SASH END. RESPONSIBILITY OF THE ENGINEERO SHOWN ,ul INTERIOR OR ARCHITECT OF RECORD. WEEP .- EXTERIOR - NOTCHES AT 31 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION �o J-L INSTALLATION EACH END. 30 _ (ALSO REFERRED TO AS DAYLIGHT -OPTION 4 . v OPTION 4 PRODUCE REVISED OPENING)IS MEASURED FROM BEADING TO BEADING. ANCHOREDTHROUGH ANCHORED THROUGH amIdi. Code With the Ftottdn I _ \ FRAME INTO METAL FRAME INTO METAL A ceptanco No 17-D& - .!O 8 J 1MIInr EQUAL-LEGJBOX. O�❑ 114'MAX SHIM :� 't�O.GENSF;!7��!���i Revision: -xplration pate /1 NO CHANGES THIS SHEET. By FRAME SHOWN o VISIBLE LIGHT FORMULAS 1 •�P Mian *: No,58705 .27'X 1.2V NO ANCHORS WIDTH *- ® Dr n WEEPHOLE .• REQUIRED IN @SASH:BUCK WIDTH-6-12' .0 . � Deocrip0on: wrcovER� FLANGE OR @FIXED LITE:BUCK WIDTH-7-12" �o .. ��:�= JM TECHNOLOGY DRIVE FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI 2.BT FROM 38 •'. O S ATE O Z N.VENICE,FL 34275 EQUAL-LEG HEIGHT CE LITE '� F nue. Data° EACH END. FRAME SILLS BUCK HEIGHT2-4-378' %FS+S,•<ORIpP.N�C�\� te47> 1Yq�1OFl�oaov DOUBLE HUNG WINDOW INSTALLATION-LM 05/15/15 /ONAL MERG trores txa Senee/coder. sesta snaee o vrh�p rm. VERTICAL SECTION B-B A.LYNN MILLER,P.E. AL`R'°"'°' `"`° DH-5560 NTS' " 3 OF 14 MD-DH5560-01 JRIB P.E.#5870.5- CERT.OF AUTH,$29286 INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 _ ANCHORED THROUGH FRAME -'ANCHORED THROUGH INTEGRAL FIN - INSTALLATION OPTIONS _ EMBEDMENT INTO 2X WOOD FRAME OR -- INTO WOOD FRAME OR �_ EDGE DISTANCE ANCHORED THROUGH INTEGRAL I+ EMBEDMENT - BUCKSTRIP.SEE NOTE 2,THIS BUCKSTRIP.SSEE NOTE 2,THIS SHE SHEET. - FIN INTO 2X WOOD FRAME OR a 1/4'MAX SHIM 1/4"MAX SHIM BUCK-STRIP.SEE NOTE 2.THIS EDGE DISTANCE � - 18 ' SHEET. _ TYP.ANCHOR TYPE, VISIBLE - . 17 J-CHANNEL EMBEDMENT AND EDGE 18 LIGHTWIDTH ❑ FRAME 1 DISTANCE PER SUBSTRATE, SHOWN 1 SEE TABLE 2,SHEET 2. D BALANCE -- -- — O 0 44 TYPE BOTTOM 'I EMBEDMENT �Q VARIES SASH 1/4'MAXSHIM 42 WITH SASH - 1 EMBEDMENT AN PE, DISTANE GECE �((""''��( q WEIGHT 64 30 EMBEDMENTANDESTR �— it 31 DISTANCE PER SUBSTRATE, SEE TABLE 3,SHEET 2. TOP 18 (NAIL SHOWN) �I IF' ❑ SASH TYP.ANCHOR TYPE, EMBD EDGE 85 -- 0 o VISIBLE o 'INTEGRAL DISTANCE PER SUBSTRATE.LL�7 DISTANCE PER SUBSTRATE, OJ- NEL — LIGHT WIDTH D FRAME SEE TABLE 3,SHEET 2. FRAM9 11 SHOWN (NAIL SHOWN) E 87 72 19 NOTES: SHOWN EXTERIOR VISIBLE 20 OPT.SASH TOP '� � BUCK WIDTH LIGHT LIFTRAIL 1)USE ONLY HORIZONTAL SECTION C-C HEIGHT I SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLES 2 8 3 48 - OF SHEET 2.FOLLOW EMBEDMENT 1/4'MAX DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 49 21 FOR ALL AND EDGE DISTANCE LIMITS.ANY SHIM MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3,SHEET 2. 0 / 22 WINDOWS:I INSTALLATION OPTION SHOWN MAY EDGE ANCHOR BE USED ON ANY SIDE OF THE DISTANCE 15 3.55 FROM WINDOW. END AND AT #10 OR#12 STEEL 114"MAX. 45 46 47 CENTER. 2)MASONRY ANCHORS MAY BE SELF-DRILLING SHIM BUCK FOR USED INTO WOOD AS PER TABLE 2, SMS(G5),SEE HEIGHT 35 WINDOWS SHEET 2.ALL WOOD BUCKS LESS ❑ TABLES 2&3, ❑,r---� 60 16 OVER 36• THAN 1-12'THICK ARE TOBE SHEET2. EXTERIOR WIDE:ADD CONSIDERED IX INSTALLATIONS. 30 ADDITIONAL 1X WOOD BUCKS ARE OPTIONAL IF SCREWS UNIT IS INSTALLED DIRECTLY TO @78.318' SUBSTRATE.WOOD BUCKS VISIBLE FROM END. DEPICTED AS 2X ARE 1-112'THICK 8fi LIGHT OR GREATER.1X AND 2X BUCKS q HEIGHT (WHEN USED)SHALL BE DESIGNED (2)1' 16 TO PROPERLY TRANSFER LOADS FIN AND10R - INTERIOR TESTED UNIT TO THE STRUCTURE.WOOD BUCK FLANGE REMOVED WEEP O 84 LOCATION: END DESIGN AND INSTALLATION IS THE �� o IN-FIELD. NOTCHES AT 83 FROM SASH END. RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN Jul EACH END. 31 ORARCHITECT 0FRECORD. FRAME SHOWN 30 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR INSTALLATION �e WEE HOLE O 7 (ALSO REFERRED TO AS DAYLIGHT OPTION 7 OPTION 8 'PRODUCT RfiVISED TYP.ANCHOR TYPE,EMBEDMENT AND OPENING)IS MEASURED FROM ANCHORED THROUGH FRAME INTO "s eotcplyi g with the Flcnda WICOVER(� ANCHORED THROUGH BEADING TO BEADING. B4pimilan iiCde INTEGRAL FIN INTO METAL METAL(INTEGRAL FIN/FLANGE REMOVED) 0 EACH FROM EDGE DISTANCE PER SUBSTRATE,SEE to EACH END. TABLE 3,SHEET 2.(SCREW SHOWN) `` , RoWsh .Y LYNsHiM"''"X `� ON••.ENs�?i��'� NO CHANGES THIS SHEET.FRAME SHOWN �— 0 —� .•' V ;�� VISIBLE LIGHT FORMULAS � Q•;' •.� . ,1 No.58705 NO ANCHORS REQUIRED IN WIDTH _ _ — •: '*- FRAME SILL IF ANCHORING �— @SASH:BUCK WIDTH-6-112" — : — 0bacrip8on: Drawn BY: THROUGH THE FRAME. @ FIXED LITE:BUCK WIDTH-7.1/2' Z 1070 TECHNOLOGY DRIVE J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI ' EDGE DISTANCE 0 % S ATE [(/ N.VENICE,FL 34275 INSTALLATION OPTION 5 HEIGHT(E UAL-LITE) % T •. �/` nua: _ ANCHORED THROUGH BUCKHEIGHT2-4318' ��C�s•'• ORID?..•'G\=�� (�+1}4B°-1soD DOUBLE HUNG WINDOW INSTALLATION-LM 05/15/15 INTEGRAL FIN INTO 2X WOOD—`1 EMBEDMENT --- �'�.`S� - ENS``, ruu-071117c. OR BUCK-STRIP.SEE P//// 1117 �glp�ggEg - �+/Modal: Seale: Shoat: OmMrp No. rB:- FRAMEVERTICAL SECTION D=D A Lvw44�ILLE\IP.ENOTE 2,THIS SHEET, -- PEM 58708 CERT 0FAUTH.#29296DH-5560 NTS. 4OF14 MD-DH5560-01 718'NOM. Imo- -�-{ 71WW NO :--�I 71W N71W NOM. �+-' -+{ 718'NOM. �+ 5116"AIA PVB I 5/16"A/APV B I 5116"P✓A PVB I 5116"A/A PVB I I 5/16"H/HSG-7--,; I I 7116"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE 318"AIR SPACE- 7/16"AIR SPACE- 1/8"A PACE 1/8"AGLASS 1/8"T GLASS 3116'A GLASS 3116"-T GLASS 1/8"A GLASS �J EXTERIOR G]EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 76-79 GLASS TYPE 5 GLASS TYPE 61 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 71W NO718'NOM. '-., —�'{ 7/8,NOW 718'NOM. 718'NO �•+- 5/16"H/H SG I 5/16"H/H SG I 5H6"H/H SG' I 7/16"A/A SG I- 7/16"A/ASG 7/16"AIR SPACE 318"AIR SPACE 318"AIR SPACE 5/16"AIR SPACE •5/16"AIR SPACE 1/8"T GLASS 3116"A GLASS 3/16"T GLASS 1/8"A GLASS 1/8"T GLASS a EXTERIOR G]EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR &79 7&79 78-79 -- 78.79 76.79 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 —�{ ^7/8'NOM. 718"NOM. 7/16"A/ASG I 7/16'AIA SG I I 112'NOM.GLASS GLASS TYPES 9 THROUGH 1/4"AIRSPACE 1/4"AIR SPACE 76.79 BRE T) 16 MAY NOT BE USED 3/16"A GLASS 3/16"T GLASS. WITH J-CHANNEL OR 72 74 •INTEGRAL FIN FRAMES G]EXTERIOR a EXTERIOR GLASS TYPES 5.7.9,11,13 - 76-7p 76-79 31 - &15 MAY NOT BE USED IN _ EXTERIOR 75 THE HVHZABOVE 30'. _ PRODUCT REVISED a GLASS TYPE 15 GLASS TYPE 16 Builds complying vim the Plaids Belles"S Code AMptIMM M12- 38 30 a0Revision: Expiration Date IHS LYNN '%,, NO CHANGES THIS SHEET.�0�0 ���.•'•• F � yBn"6_ NLkCEl� *r No.58705 • "• • GLAZING NOTES: * Dwc - Drern or - J=ANNEALED _ �p6oi+ TYP.GLAZING DETAIL 91'=HEATSTRENOTHENEO _ n 1070 TECHNOLOGY DRIVE GLAZING DETAILS J ROSOWSKI 13 T=TEMPERED •'• N.VENICE,FL 34276 -- PVB'=.090'TROSIFOLS PVB BY KURARAYAMERICA,INC. '�''-(�-'•,• O -I '��� (941}400.1800 716x: 'SG"=.080'SENTRYGLASSINTERLAYERBYKURARAYAMERICA,INC. :��S '•.�ORIDP.••'G��; 0MO�17 DOUBLE-HUNGWINDOWINSTALLATION-LM 05/15/15 FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1;SHEET 2. AL�N� ALL Ta,,,,9T�stD' �t11s�M°aet bcole: SfNeG Draudn9 Ab• Rew: A.t4NN L11LL'E .P.E DH-5560 NTS 5 OF 14 MD-DH5560-01 B P.EC 58705 CERT,OF AUTH.#28298 SILICONE TABLE 4: TABLE 5: alas Types: Design Pressure,IbUff - olasrypea: Design Pressure,Ibse STRUCTURAL 1!4°NOM. 0.67&s 4 & &, 7e POLYISOBUTYLENE +50.01 50.0 +65.01-70.0 ' WITH DESICCANT Relnrorcernmt Relntoreament EXT.GLASS le KODI SPACE Level:Rt For AS whdow&sash aft"peIrT"a L.\al:Rx For all w ndow&sash s zos pot Tabb 9 4SG TPS SEE TABLE 8,SHEET 8 FOR SEE TABLE 9,SHEET 9 FOR. ANCHOR GROUP AND QUANTITY. ANCHOR GROUP AND QUANTITY. INT.GLASS HOT-MELT BUM •- STRUCTURAL HEADER HEADER SILICONE 3/16'NOM. O FOAM 23 23 WITH DESICCANT , Exr.CLASS „ SUPER SAH TOP SPACERwNXT m HEIGHT HEIGHT NQS: MEETING RAIL MEETING RAIL -- 24. O O 26 O 0 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH INT.GLASS Q P THE FRAME OR INTEGRAL FIN. ALUMINUM JAMB D JAMB O 2)FRAME DIMENSIONS ARE BUCK. REINFORCEMENT 23 24 23 25 SASH FIGUREHEIGHT IS AS PER THE o EXTaWR BOTTOM o WERIOR BOTTOM ' 5/16"NOM. a SASH, - a SASH 3)FOR SIZES NOT.SHOWN,ROUND BUTYLS 23 HEIGHT 23 - HEIGHT UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION DESICCANT a 23 q e 23 SHOWN ON THE TABLE. FOAM EXT.GLASS 7e DURASEAL@ SPACER ISILL O o SILL D QRbR a Exna INT.GLASS POLYISO• FINT.GLASS NT FILL AREA BUMYLENE 5118"NOM, SEAL SECTION DETAIL FOR WINDOWS WITH SECTION DETAIL FOR WINDOWS WITH LICONE SEAL LEVEL R1 REINFORCEMENT&GLASS TYPES 5-8 LEVEL R2 REINFORCEMENT&GLASS TYPES 5-8 ROLL-FORMED (REINFORCEMENTS SHOWN IN FIGURES (REINFORCEMENTS SHOWN IN FIGURES STAINLESS STE Tm ABOVE APPLY TO ALL FRAME TYPES& ABOVE APPLY TO ALL FRAME TYPES& OXL EDGE CONFIGURATIONS) CONFIGURATIONS) PRODUCTREVISFD' EXT.GLASSSPACER CPR p'y°$Y i''''h0tda . Building Code Aaeptance No '� �\\1 //// Revlarort: Ezpint Dale - � Y•...... % NO CHANGES THIS SHEET. By `�P��,.• OCENSF':���� Miami Part$ Description Material _ No.s67D5 *= *, 76 Kommerling4SGTPS Spacer System is o ��( �` 1070TECHwxooYDRm SPACERS&DESIGN PRESSURE TABLES J ROSOWSKI See 77 QuanexSuper Spacer nXTwith Hot Melt Butyl Sheethfor :�,�.'.. FATEokI '��� I FIL 376 rw, Data. 78 Quanex Duraseal Spacer ',t�`S,'•.toRlDa.•' ?,� DOUBLE HUcwygawwau NG WINDOW INSTALLATION-LM 05/15/15 79 Cardinal M-Edge Spacer Materials �'%s�ONAL 0 � "G REFEREF C5 TEST REPORTS:FTL-8717,8988&8970 A.LSI•AJ IA9D L f��P.E ALL11MM s / �• S-h �a�• p P.E.N 68705 CERT.OFAU H.ra929a H-5560 NTS 6 OF 14 MD-DH5560-01 B` TABLE 6: - TABLE 7: On.T_.: B00an8ne Ba6om ,is. txnaEa,vgta, aube FLu1DesignPreulneib.7ntl alta... o-nptkf.O1, F6Fal0atngnrreaumfame) - 6,t.ae,e.et Reroe6we9ve 0."1 ""ffl 7a ek Width Gi i� f.mft- -. rafWo w ee '146,011tm,rbuc. th , . t.._0 lbidb bfaa i✓<"'" 1 bzi2p' u 12141:06 Mote Sleam 7e 24 32 x w � 0.e alfa a 24 EUdW 1.z,9 +79.0 dikb+me-1146+70.0•map z4 uwaft 112M .10c-110.0 +Tao 41ao+MO-ilea-MA-t0.-o 1700.-tiao 1700.•4mA+Mo.lima-no-mao bWW"J Cow9a 140n•fe.816 +700.-1itl.b +70.0-107.0+70.0-TMA 81.14G.1n0 cozo 0.617-15518 4700.-110.0 +70.0•110.0 790.0.110.0+750-170.0+70.0•110.0 +700.-770.0+0.b-107.0�mA-ia4 HEADER x deep=atit, 21518-!x,516 +0..0-110.0+750 AIDS+70A.110.0 2g E¢oIYN H57T-46..18 4790 4100 aMo.110.0 a7a0-live.70.0-lima+100.4106+70..4-1104*MO.1taO+0.G at46 BtMYO Pmdwe 17168-11.516 NOA-110.0 +0.0-110.0-10.0•10,0 Hfa wu P.M. 11.258-11,518 7700 71100 +700.4100 .roe•710A+70.0-00.0+750-110.0 mm3-110,0+0.0-1109 +70.0-7foS ' reset 23517-24jDp1 +0.0-4100170-0-410.0+700•114.0 Ta2at 22Atl-2{631 +Mo-it" +700.-4100 400 41.0+700 4lmD+750•11MO MoA1A-Mo.1140 .M.0 400.0 sw wdcette0e 20517•x]0.78 .700.-110.0 +750-170.0+Ma 71103 Gbe.0 1-.0. 2551-23476 470D-7100 +740•4mA +740-1140 70A-110.0 +700.-110.0 +700.-11-0 A+T0."-110.0 +700.•1100. 37376 EAAHIe 1-10.18-20..16 +700.-110.0 +70.0-1100. .70.0•7100 37,378 F-quF6p 18148420../8 +TOA•4mA +700-110,a 770.0 7100.+70.0-110.0 a7pA-110.0.740-110.0 170.,0•104 +0..0•/m0. TGP am0aamr+mle.r n5A-10.148 .7pA•170.6+70,0-110.0+70.0•110.0 erinQMGPnbe ftAt7.1pAt5 +760•4100+750-710.0. +700.•110.0+750-410.0.0.0-1140 1711.0•110.0+70.0-1100 +70.0 4100. SASH Ghm.t 11256-11 516 +700.•1100 7707-110.0 -MO 411"0 6hoest 111,6-11.618 +700.-limit 470.0-1100. +TOO•170.0+TOA-710.0 +70.0-1140 +lab.1i0.0 +70.0-11010 +70.0-110A HEIGHT T Ae1t 25517-31.878 1708-116.0+78.0-iP2.0 70.4-414.0 T?Obt 29577-3fAis 7700.-110.0-Tam.S1k0 +70.0-1160+700•1100 4700.•item 4£QO.4400.4Tg0-T@D-Tomo 414,6 - MEETING RAIL 17.11.Bte 24417.25,618*Mo-116.0+rao-11a0 710,0 410A 1181em sae 26517-730.16 +700.4107+700-110.0 aMO.110.0+70.0-110.0 +70.0•1100 -700.•1100.+70.P-1100. +0.,O-1100. Simi0lNibtbg0 23517-2ka76 170.0-010.9+TOA-114.4 Oh-M C+d.p. 27517-26.018 -MO 41010+70.0-limit+750-1/00.+70.9-110.0+50 411.0 7700.4tbA 0.7"-110.0 +NA-tt4O '#Tj M EgAHIe 20517•x.816 +40.0-110.0 17k0-110.0.700-110A 44 E""te 2DA17-21616 .70.0 410D +MO-lima +79.0•110.0+700-lima +70.0-170.0 -74P Aima +750-110.0 +70.0•7109 Sted.al P.A. taA16.2a816 -7m0 4100.-MA 4I4A-MO-t104 5MMOU RVA, 18410-20618 4760.470.0+700-time *Me 4164+700.110.0-MO•110.0-Mo.110.0 tmA-7196-50-11011 , W1M71605 11517-15015 +70,0•lima+Tea-11(10 -704•110.0 cutpm S4. 11517-16.016 +TOA.time .70.0•1105 +Mo•lima+-0.0 time -MA 410.0 .TOA 41x0 +70.0-limit +70,0 4103 ' m'Alkat flab-41.615 -700 41411 40,01-110.0 +700..110.6 BtaWt 11296.11.818 +TDA-lima -700 710,0+70.0 7190+700.4100.+Mo-110.0 I4Mo•1100. 7740•ftaA 4100-im0. JAMB Q Team 23517-35.111 +7001410,01.70.01-01004 +700.-110.0 Taeet 28417.33.wt +MO-110.0 +700 410.0 +70,0-11x0+x0.0-lima 47m0•lim! Mo-lima -MO•1100 770,0 lima 2J 25 eLMS60710W x517-1461. +0.0•110.0 a70A-1100.470.0-1100. mofty Cart o xAti-20.616 .70a-1100. 470.0-IimO +7mA•lima-Mo-lima 47x0•lick +70.0 410.11 7704•110.0 -700 AIDS Eiedp I&WO-20STO .76.0•11k .70.0-416.0 +70.0•1mA Eq'.tite Max7.23.48 -5e-tmA.rao-1140 -MO-116.0+70.0-110,0-TOO-110.0+70.6-110.0.70.0-110.0 +70.0-104 m EXTEpp BOTTOM 18 ,SWWOPvMw 750.1-1-20.51 +700.410.0+70.0-110.0+70,0•1100 48 StMWNOPmdt+r 14Di6.20.015 .700.-110.0 4700•790.0 470.0.110.01.70.0•110.0.140•110.0 +70.0-110,01+MS 4100. +MD•1100. ,� SASH t?nweete ll517-team 470,0.-110.0+700.-1460.+700-110.0 - oatu0sme 1tA/7.1m6m +750 49/00. +rax 4109 Mc-1100.+70.0 410.0 1709.1146 170,0•lab MO 4ta0..MO 410.9 - 25 HEIGHT 7a.lgd Bae 11517.11610 4760.•1400. +70.0•lima 4ro.tl•790.,0 U.tOm sm. 1.b77.14A70 +70.0•1100. +700 410.0 +70.0•710.0+70,0•110.0 470,0-110.0 4700.•110.0 .76.0-110.9 +70.0 4f0.q 25 -BatlN6t 2/188•H.ai6 +TDA-4700+tab-1146+70..0 410.0 8MC4k .11158-11518 470.0.110A +700.•110.0 MO 4040-MO 4104 170.6 4tO0 .700-4100+740 4140 179.0-710.4 gg T.M4l x0517-34788 +70.,0-1100. .70.0-1100.+700•140.,4 Twe't 30577•xSJbe +0.0-110A .700-110.0 +700-lima I+0.0 410.0 700.-110.0 +70.0•Im.O .70.0-110.0+700.410.0 .08 SHeWMCams00 Z7A17-70.418 010 41OR+7041-110.0+TDA-itOA 5br4viSo1ep7 270.41-30.51 -TOA•110A -79 -4100.+700.-10.0 x70.6-110.0-70.0-110.0 .TOA-/409 +760..1140 -0..0 412A ayYY1 Oet"m ame 24417-27.619 +MO•110.0 +70.0 41U *MO 7100. 61-X 80e 7A517•ZI,MB NOO-lima +70.0-lima --k0-lima-Mo.11.0-TOO 710.0 700.-110.0 -700.710.0 770.0 m � 5 Epeltbte - 21517-24514 +MA 410A .TOO.110.0 +MO-110A m 40578 Ew"u. 21517-2150 •+TkO $0.0 +TOO 410A 470.0-110.0+7m0.1700+70.0.1140 +TOA-1103+0.0.110.0 +70A•110.0 SILL�o $1iC1NPeaMr1 15918-21.60 +70.0 t1O,9+10.11-t1Q0 a7Q'0•1WA OMMOP-4- 18015-21.616 +750 4103+rab-tto.4+0.0•100.-Tamm-110.0-rab-limo+70,0-lima .10,01-limo*MO-INA E��pR- aW"54e 14S/7.1500 -ro.0-time +70.0-410.4 +50-nom C:mw08me 79.617-45016 +70.0•110.0 -70.0-110.0 +700.•HOA+70.0.11010-79,0-110.70A AMC +70.0•tia0 TND-110.0 I0. QDbe084n 11617-MSie +50.-nim+750-ttOA +750 4100. PatgO Bea tt5t7.14578 -MO 41100 +Tam-116.6.740.1100+70.0-..0.6+700.1120+70.0±!2+70.6-1100. +0.p•1100 61.11"t 11.268-11.81. +TDA-110.0 790.0-7100.+753-7100. Shrtm ii2a8-11A18 .70.0-1100. +70.0 4100 -MO 4100+70.0•1161+700.-110.0 +50-110.0 +70.0 4104 .700.41OA - 8WdWCw132e 34517-067 a •Hao .000-Hao+mo Atop W"A" :6.pe 34517-34.767 -MO atom.arae-Hao .Imo-ileo 7TO0 71100-50 77139 70..6 .14 47aa.oat +70 70,77 SECTION DETAIL FOR - o c west. 3x517-34518 470A 4100 +rao 410.0+Tao-nae ta.te6See 32.817-34,576 +Tao•tlOp +70.0•110.0 -Mo•Hao .70,4•110,0 -ram-Hao.roe.110A +0..0 4065 +759 414./ WINDOWS WITH Equ*ft 25S7r-3251 -MO 4100. -70.0•110.0+Teo.1100. E0.14te 21517.32AIS +Mo 4TDA+M0 41/04+1030 410,0+0.,0 410.0+0.b 4140--70,0 410.0-0..0 407.0 -roe-761.7 WdWf;;. 25517.24616 -MG 414A -Mo-134.0+50 4100. cu4crosue 255.7�2%sio 470.0 410.0 t70.0-limo 4Mo•104+01-lima+rao•Hao +0.A-Hao+70+0 4072 .Tao.1140. LEVEL R3 REINFORCEMENT ax eNMetlPme.. xsl.�bm .rab-Hae +700-710.6.rao 410,0 Di T7Nt41V0Pm,40 EA17-2550 +0.A 410,2 470.0 410.0 +760.40.0+0..o-ftmo.mo-F(-Lo +Tomo•1160. +mo 4042 +MD 4024 GLASS TYPES 0-16 o.ta06me 2105-27.014 +54.n0.a .rao-tato .Tao-JlmO o sbe 2/145-23am 400 410.0+50.•Twp .7aO-1035+70.0 ADDS.romp a9,6 .70.0 _2DO +mo aaA .0.D 405 nswe Otte 15Me•z1.o0I -150 +rao 416.0 +rab•1044 .ewe SD. 18.145-21.91 +roa-1oO +N0.•160. .mo•Hao +rao 414.6.7pA-10.6 -MO-1 a .0.6 571 .mo 521 (REINFORGEMENTS SHOWN IN wt2m St. 1.41.15ms .lamp.Tomo 416.0 tm,0 479.0 Oalan eo. 14.at"a.. +roma•rtap +0..b-naD +0.A 410.6+0..6 •w0. +0.,a ata ,ro3 aa4 79,0 m,5 470.0 0.5 FIGtlRES ABOVE APPLY TO Taint 11116.14515 410.0 0.6•10.0+700.Alan Duna! 71518.14516 -70.0 414. 4roD-io0 +0.o 0./e 77 6 475.6 779.6 Z'. +0.A •E .5e�sov .Mo a0A � � - FLANGE$BOXIEQUAL-LEG Trout' 381517�wv-aa% 4tko 456 417+m.0.Amp 7~ .35.6'7-41268 +700.4roD +'Dp 43.0 704 ala MO 4120 1720 0" mA -9" -0.D a0o 70.0 0.,p FRAME TYPES ONLY.ALL' Eaa-51e x5v-30.15 166 .rPb-na.o+Tomo•154 Ega1w xa17=34616 50.0407 +740-limo +70.0•1066 +?Do•7146+7kb 4mA 79.6 1030 .Rab We .0.A :U0. CONFIGURATIONS APPLICABLE.) CS.tOm due . 34.517-36510 -10A -Mo 4100+roe-NRA ,am-sme 34117-x516 +7013-1TOD +5o-ilea+me-M o 470.6-1035.0..a.mit .0.D•tdtl +mo 465 +mb .935r0. w7pmsb. 32617.31.50 .no.b .0.G Al DA 76A 410A - 7b C.Amsee 32.617-34.616 +TOA-7143 olio-lamb Amo a71 +0.O ams +roe 527 79.0 •525 +0.0 472,0 +Mb ate a.4msae 3617:-3x.16 410.6 .50.4:0.0+mo 4164 0..740 e4e x0.17-mix +700.•11OA +rao 4160 70.0-1146.rao-+0..e.5D-fax +0..o .5x3 7700-ae.r SGn0e.lPmAetr 25017.30.018 -110.0 4mA-110,0 aroS•110.9 - BtpO.G PmMeO 25.617-a0.6te +0.A•100. 400-1100. 4mA•10x0.-0.A .0.0 -70.0 4641 .70.0 54.7 +50 " +0.e iii - 72.IMtSue 25517-ffi518 .TOO-110.0 +7qA-7100. +0..0•1760. C1e1a08ma 28917-25614 -704-1140 +0.A-HOA +roe 473 +70.0 523 +TOO -09.1 +NA aaA .0.0 4180. +TOS 517 -• - a.4aesfm za.b1-zabf6 +0..o•nob+rao am,a+mo 410.0 wtom stm 21,616-x516 +0.0 4tab,0.D-10.9.6 1mA 411 -Imo ae5 .700 a- +0.Z 0.o:' t7kO aD.O +56.0..b GLASS TYPESBTHROUGH E0la16. n.ae ."ap-156 -Tomb 41.4+7aA mae .Ea6e7w nem +70.6 410.0 +70.0 411..0 4mA aha +0.,o axo +70.q ADD +roe :Oao 76.4 aa0 .M0. 0G0 16 MAY NOT BE USED w Gta4att13iu 36.x7-n2as +5a alma+0.9 I D.700-itaa a etewmsw x177-a.as .0.A-4160 4roD 41ao +0.A.1039+0.7 a3.a mm2 0..t 4roD .7a.r +0.9 0.¢t +0.5 .5t WRHJ-CHANNEL OR 0..101.bme x50•ae.6te .7pp•np.b -710.0. .0..a•++ab , aet9m sae x51.3560 .7aa•rto.a 170.0.4140. .roo 515 +mo 56.6 -0.b mit +0.0 •0..t .59 MJD •Tr5 •INTEGRAL FIN FRAMES a9M7mPmt4 - 16 Tao-Homo+0..4-noA+0.P•n4p atlrtYd PRMr, +•.-.x515 40.6,tmo +0.A-109A +7aA ale -5o a" 710 .ext +0..0 .1-+0.4 map mime -2aa _ PRODUCT REVISED SEE TABLE 10,SHEET 10 FOR ANCHOR GROUP AND QUANT)TY. SEE TABLE 11.SHEET 11 F R ANCHOR GROUP AND Q ANTITY. ' . - _ 112a177P7Y1a6 With the Flaft `+MIN.BOTTOM SASH HEIGHT=WINDOW SUCK HEIGHT-4&484 '"MIN-BOTTOM SASH HEIGHT-WINDOW BUCK HEIGHT-'48.464- - - - Bug Code . nGce71t6naD799 10 LYNJ ,,�� NO CHANGES THIS SHEET. BY'M D�5 r 1JCENS�c'•.��^ : 1.11014 ad.Pfodnra NOTES: - _~Tk. No.58705 •fi~ - 1)USE THESE TABLES FOR WINDOWS INSTALLED THROUGH THE FRAME. orlawn- =j': �y �� 11170TECHt10LOCNYOR)VE ANCHOR QUANTITY TABLE J ROSOWSKI S ATE O N.VENICE,FL 34715 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE_ ''T'•. !,(r {B41}4ft<}•160D TlHel Data: FOR NOT SHOWN. '��is ''`•° !°.A ��'�� DOUBLE HUNG WINDOW INSTALLATION-LM 05/15/15 TO HEIGHT DIMENSION SHOWNROUND ONTH TABLE.THE NEXT AVAILABLE WIDTH OR, ONAL 790 PotR10&37�&Oa¢. 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D.1.376' J-CHANNEL - :625' D FLANGE 1.375 O FRAME HEAD r 3 4 O FRAME SILL- - O FRAME SILL ; 3A83' 3A83' -�I T :3,500' 3.500' - 3-500' 3.500' 1� .062' T .062• �� .062` �{I�- .osr +- :Osr �� .06r 2.444° - 2.444• �a - - 1.483' ° 1.483• :° -� ;1.483' 1A83' �oCO❑�. off❑ �. 00❑'.-'. _. � g0 -- � . oo❑� � oo❑� . 1.31y75' O SILL-RMAE -O EQUAL LEG, _ .625' D 1.376 O FRJ-CHANNELAME JAMB• .826' D 10 JFLANGE FRAME 1.375' 11 j l RAME SIB LEG FRAME • 1-..- -- - - - FRAME SILL - ' .� � • -� .: - - . 3 �01.64P --'.. .- 01.641' ,� _ : ._._`1 - - - •. ._ _.-- .. -. _ _ I-. .. ,-- ' -+{I ' I�_+_-yI_ _ .-690. . _ •2.176' 4 1.471215 2100' 1-56 .376'D65' .376' .974' ' 5° 347• 471 _ ° n .590. 03 .050 050 '.355' .070 _ BALAN SSH STOPY' LIFT RAIL 16 KEEPER RAIL _ 16;SASH RAIL'- - 17 CE •1 1e VER SACREW COVER - 1B INTERLOCK 20 I INTERLOCK C01/ER 2t INTEE ODG( O BEVELED NTERLOCK COVER- 1.6w- 664- OVER- - 1 648'_ - - - ..316" . .175 I�-1s _ _ - _ _ - PRODUCT REVISED corplying with Ote F►arida �f B�lanacoa� f7.Ob30�1D Aeceplmvaa No ' .'.035'.-►�+-�• � V • � , Eapimtiw ODIING 80 EXTRUDED SCREEN FRAME 14 TOP SASH,PULL `���,rQN CENg•• '����. 'NO CHANGES THIS SHEET. Miami Mdopmow _ 1.185 V 1.185' �+} 1.100' :*t No.58705 ® ; -L 715' ' I- 107 75" B10' = 9 �j(_ �. _ 107oTECHNo1OGVDRIVE', -WINDOW EXTRUSIONS. J ROSOWSKI .715° N.VENICE.FL 34275 - .080'_ ��•'•. SFtATEOx _ ,r'•(�/` (841}480.1800 7'W: Data JJJ - %��s •.�ORIDP,.'G�a� aotpaKro�a,� ', DOUBLE HUNG WINDOW INSTALLATION-LM 05/15/15 LIGHT SASH STANDARD SASH_ HD SASH - "• 23 REINFORCEMENT 24 REINFORCEMENT OHD SAS REINFORCEMENT - ''!l /ANAL�N��� - ® o"'�_' S � deA Seat: Sh"t: Dmdrq No. Rm 1L/LINNML ,P.E DH-5560 - -NTS- 12".OF 14 MD-DHIMM-01' B- -- - P.E.C58705 CERT.OF AM.Y29296 u e TABLE 12: - Bill of Material # Pact All Description Material 16 1 W5 Frame H - hanttel 2 820114 Frame Head-Flange PVC j 3 620115 Frame Head-Fln PVC' I 1070 TECHNOLOGY DRIVE 4 620116 Frame Head-Equal Wg/Box - Pt/C 9 N.VENICE, O OGY 5 620105 Frame sill-J-Qltannei PVC 1 {9a1ENICE,Fo 34275 6 620106 Frame Sill-Flange PVC t ccFYRIGKTO2017 7 620107 Frame Sill-Fn PVC j uPiINDUS RM i -8 620108 . Frame SUI-Equal Leg/Box PUC 9 820108 Frame Jamb-3-Channel PVC - � � CERT.OF AUTH.#29296 + 10 620110 Frame Jamb-Flange PVC 11 82D111 Frame Jamb-Fin PVC 62 12 620112 Frame Jamb-EqualLeglBox PVC 14 620171 Top Sash Pull(opt) PVC I86 'i 15 620140 Keeper Rail PVC �� MITERED FRAME WITH 16 620129 Sash Rail{SIde9,TOp&Bottom) PVC // ��INTERIOR AND EXTERIOR 87 /^ FRAME WELDS 17 620134 Balance Cover PVC 18 18 620133 Sash StoptScrew Cover DVC 40 42 43 OR 18 620156 Uft Rail Interlock 6005 T5 At 20 620144 Lift Rail Interlock Cover PVC 81 OPT. 39 WA FOR{hof 5o DP UNITS 21 620157. Beveled Interlock 6005 TS.AI 22 620145 Beeeled'Interlock Cover .PVC •, 23 62015D Ligh{Sash Reinforcement :6M T6 AI 24 020151 Standard sash Reinforcement 6063 T6 Al 44 1e ~' 25 620152. HD Sash Refnbrcement 6063 T6 AI 43 30, 61644 Weatherstrip,.187"-x.270"Fin Pile I SPIRAL BALANCE 42 31 603DO Weatherstrip,:19 0'x.30(r Foam Buib OR 1 '"J 32 61718 Weatherstrip,.187' CONSTANT FOR x:220°PoSyPlte__._.- - � � BALANCE a0 33 61825 Weathersbip Plug,.220•Finseal 40 OR 42 a3 dip 35 78X1 MM 98 x 1'Ph.PH SDS(tnledock Haunting Screw) SS 9 38 720210 Weep Hole Cover PVC 41 39 720185 Tilt Latch Reinforcement Clip PVC ~ �^ 40 --720X1040{ Constant Force Balance' 60 41 78X34PPAX #8 x•3/4'Ph.FH SMS(Con.Force Balance SareW) • SS. 42 Spiral Balance 43 720205 Spiral Balance shoe• Nylon 44 78X114FPAX#8 x 1-114"Ph.FH SMS(Spiral BalanceScrew SS SCREEN NOTES: ASSEMBLY 1)GLASS AND SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. 36 / ! f _..,•, • 2)d-CHANNEL FRAME SHOWN.PARTS#1,5&9.OTHER FRAME TYPES APPLY. DETAILS 3)PVC BY ENERGI WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. FRAME 4)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6&7. ASSEMBLY 5)ITEMS#13,26-29,34,36,37,65-71,73&84 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. Re7rawn _ kill Ifl.. DETAILS EXTERIOR �_.ATTACHESTO ```\.�a��Y LYI1�N . (� �' '� 60 N XT SHEET NO CHANGES THIS SWEET. , q�;•' ttCENs� •,rem Oa4urpUon: - Wa7tt 8y. — .• *_. PRODUCTReMEO larift- BILL OF MATERIAL A(BOM) J ROSOWSKI ' =A''0 ATE 2 0*omCn4/th��� la I ,p�• oaitain Cn4r ``�,,' nHa. Q0a' ....... � "• ExpirationT?ett D�OUMBLE HUNG WINDOW NSTALLATI�O�N ag Na M 05115/�1m5 Sim `aNttAttL7{��� � By DH-5560 NTS 13 OF 14 MD-DH5560-01 B A LYNi MILLLW P.E. RES58705 . TABLE 12,CONT.: .\ 81 OPT.PULL - - BIII'of Material,cont 63 HANDLE_ # Part# Description Material 45 _77-2U1 97 Auto LockMechanism C Stee 46 720198&9. Sweep Lock Cast Znc is !•� 47 720195&6 Auto Lock Cover Assembly Cast Zinc 1070 TECHNOLOGY DRIVE 48 76X1180PTX#6 x 1-1/8"Ph.FH SDS(AutolSweep Lock Screw) SS ' � \ N.VENICE,FL 34275 49 720200 Auto and Sweep Lock Keeper Cast Zinc (941}aealsoo 50 76X34PPTX #6 x 3/4"PH.PH SDS(Keeper Screw) SS 72 X4 am wous�m®Es,iaa 51 420181 UR Beveled Tilt Latch Comer Key -PVC MRERORANDED EwRH uLRwnryrsEsravEo ATTACHES 53 INTERIOR AND EXTERIOR 52 420182 UR Pull Rail Tilt Latch Comer Key PVC / �• FRAME WELDS CERT.OF AUTH.629298 53 7634PHFL #6 x 3/4"Ph.FH SDS(Pivit Bar&tilt Latch Screw) SS TO BALANCE "I �. 54 420183 Tilt Latch PVC 55 420184 Tilt Latch Retainer PVC 60 66 720207 1"Tilt Latch Spring SS OPT.SWEEP LOCK 57 420186 Plastic Tilt Latch Finger Pull PVC 59 _ � 46 q& OPT.AUTO LOCK I 58 720192 Metal Tilt Latch Finger Pull _ Cast Znc �• 18 59 420180 Pivot Bar Comer Ke ) a7 I Key(Top&Bottom Sash PVC 53 .� 60 720206 Picot Bar(Top&Bottom Sash) SS 57 OR 58 48 61 7101/7102 Top Sash Tilt Latch(L&R) PVC 49 62' 76X72FPTX #6 x 1/2"Ph.FH SDS(Top'Sash Tilt Latch Screw)' SS st OR 52 �� 45 63, 720191 Sash Pull Handle(opt.) Cast zinc 16 55 64 78)(34FPT #8 x 3/4"Ph.FH SDS(Pull Handle Screw SS 72 720135 Laml.I.G.Bead . PVC i 22 74 Backbedding,GE 7700 or.Dow.791 Silicone TOP SASH 75 71684&5 Setting Block(7/8"x 2'x 1/8'),85+/-5 duro. _ EPDM ASSEMBLY i 56 80 61012 Extruded Screen Frame AlumDETAILS EXTERIORI 81 60775 Extruded Screen Spreader Bar' Alum C1 ATTACHES 82 7CKGL821 Screen Comer Key tor Extruded Frame_ PVC LIT AIL TO BALANCE \ i' 2t BEVELED 83 72045 Extruded Screen Spreader Her Clip Alum O INTERLOCK& I i INTERLOCK 85 ,7CASPM Tension Spring SS COVER O &COVER 86 61816C48 Screen Cloth Fiberglass 20 87 61635/616241.14(r Screen Spline(Machine/Hand Rolled) Vin I i 18 - -- o 72 X4 54 .,f - ATTACHES 533 19 TO BALANCE' y \= OPT.PULL 53 HANDLE n Revlsbn _ Y LYNN &1 . �� C�•.•�cENSF'!!l to f� NO CHANGES THIS SHEET. No.58705 � PRODUCT PMVISED BOTTOM SASH Descr/pLiorr. emwn W. — /p "t a5 cannAyNa with 9w Raids ASSEMBLY —� l�C Builaius Code BILL OF MATERIA_ L B(BOM) J ROSOWSKI =� 6?2 �4- 4 Z Attr,tm�anRlo t - 3�.ta _ %O�. s ATE F :'[V�� 8 ratoaDme 2pzp DETAILS DOUBLE HUNG WINDOW INSTALLATION--LM 05/15/15 i�S c��RIDt..•'G EXTERIOR s.,rp/rroaer: �''�S,�/O�NAL ���` �9;mo Sdo ut ._ ATTACHES sem. Shnf Dwwrng No. RN A.LYNtS I�ItL�FL1PE DH-5560 NTS 14 OF 14 MD-DH B TO BALANCE P.E.#5870.5 Y