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HomeMy WebLinkAboutProduct Approval (2) MIAMI•DADE MIAMI-DARE COUNTY RECEIVED PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECO OMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD A.ND . DE=ADTRATION DTVI ION S E P 1. 3 2 019 T(786)315-2590 F(786)315-2599 TICE W A- C r is CE OA www.miamidade.sov/economy PGT Industries,Inc. ST. Lucie County, Permitting 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rales 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(AIM. 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 AW(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 including-&Q h Velocity Hurricane Zone DESCRIPTION:Series"SH-5500"PVC Single Hung Window—L.M.I. RONAWDOCUMENT:Drawing No.MD-SH5500-01 titled"Single Hung Window Installation- LM", sheets I through 13 of 13,dated 05/15/15,with revision B dated 06/06/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision . stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed'in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#16-0714.03 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.17-0630.05 M�'4r�tnA°Fo°utvTY Expiration Date; July 34,2020 a Approval Date: November 30,2017 f 2DI1 f Page 1 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519.05) 2. Drawing No. NW-SH5500-01 titled"Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 05/15/15, with revision B dated 06/06/17, prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on:1)Uniform Static.Air Pressure Test, Loading per FBC, TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC;TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window,and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,Durasealo spacer system, Super Spacer®NXTT"x spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and YM-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 16-0714.03) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 5) Large Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration.Testing Laboratory,Inc.,Test Report No. FTL-7964, dated 11/15/14,signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0519.05) 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7966, dated 08/21/14,signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0519.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014),dated 05/15/15 and 08/29/17,prepared by manufacturer,signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 1S- 9.05 Manuel er P. roduct Contro NOA No.17-0630.05 Expiration Date: July 30,2020 Approval Date: November 30,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS(coN mvuw) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1.: Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS(cowm-uED) 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 5t11 Edition(2014)and FBC 6th Edition (2017), dated June 22,.2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest,dated June 22;2017,issued by manufacturer, . signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon,P.E. Supervisor,Product Control Section. (Submitted under NOA No. 15-0519.05) 4. Proposal No. 16-0125 issued by the Product Control Section,dated March 09,2016,' signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0714.03) G. OTHERS 1. Notice of Acceptance No. 16-0714.03,issued to PGT Industries,Inc.for their Series "5500"PVC Single Hung Window-L.M.I. approved on 08/18/16 and firing on 07/30/20. LA Man Pere ,P.E. LApprovalDate: C 0 oi- mine NOA No. -0630.05 ration Date: July 30,2020 November 30,201.7 E-2 ANCHORAGE / �� ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING EXAMPLE FOR 2&1/8'MAX.O.C./� 21- � FORARCH-TOP RADIUS-TOP / 54"MAX.BUCK WIDTH MAX.O.C. HEADER(SIM.FOR ALL VARIES PER REINFORCEMENT LARGE&SMALL MISSILE 12"MAX.FROM LEVEL,SEE SHEETS&7 IMPACT RESISTANT HEADER(SIM. FRAME SEAM _y,,,l 30" 12"MAX. / WINDOW TYPES) FOR ALL WINDOW TYPES) 77t!i SHEET 3 --•� .O.C. / 52-1/8"MAX.BUCK WIDTH 10"MAX.FROM SEE SHEETS 1-1/4" A,SEE _ 12•MAX. / FRAME SEAM D.SEE _ 8&9 B.SEE,�,__ 30'MAX O,C. �12•MAX. SHEET 31 FIXED VISIBLE � SHEET4 SHEET3 LIGHT WIDTH _ 8,SEE•y._—,�-30'MAX.O.C. 12•MAX. C,SEEA,SEE _ 12'MAX. SHEET3 SHEET4 SHEET,3� FIXED VISIBLE A SEE F—o 2'MAXEQUALLY I Gam. 17-7/8 MAX O.C. SHEE17.7/8"MAX.O.C. SPACEDEQUALLY ANCHORS PER HEIGHTSPACED TABLES 9-11 EQUALLY 17-718°MAX.O.C.ANCHORSPER 91.X. SPACED �, TABLES 9-11 0 MAX. ANCHORS PER 62" D BUCK �, BUCK TABLES 9-11MAX — HEIGHT —� MAX —r HEIGHT BUCK AS SHOWN X 10"MAX.O.C. HE CK X 4 10"MAX O.C.- X I ^ 10°MAX.IO.C. HEIGHT Iy X I 4 (BMAX) _ _ ZT "_� �._.—_._ 1 �.---�///y SASH 11�MAX.O.C. EQUALLY / 13-3/4'MAX.O.C. —1717._'-- EQUALLY / 13-3/4'MAX O.C. ESPACED / VISIBLE �_ SPACED - SEE jSPACED �— LIGHT ANCHORSPER SHEET3 C ANCHORS PER 7 ANCHORS PER TABLES 9.11 TABLES 9-11 / A TABLES 9-11 / HEIGHT A _ 1 A 8&9 1 &112'MAX, '&712'MAX. 8.112 MAX , B _ NO ANCHORS ATSILL __ NOANCHORS AT SILL SEE SILL WEEP- _ CHORS ATSL rI SEE SILL WEEP- D-4--- 1-1/4" ��1 �•+ 54"MAX.BUCK WIDTH NOTCH DEIWEEP-, B_— B —1� SEE SILL WEER SASH VISIBLE NOTCH DETAILS, "'MAX.BUCK WIDTH �'(�NOTCH DETAILS. NOTCH DETAILS, 6HEET3 LIGHT WIDTH SHEET3 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 ORIEUPROVIEW CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN 75'HEIGHT SEE TABLES 4.11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW 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 LITE(CAP)MUST TEMPERED. ELEVATIONS......................................................... 1 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS,MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, FRAME,GLASS&ANCHOR OPTIONS.................2 ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHORTYPE, INSTALLATION,FLANGE&EQUAL LEGIBOX.....3 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 DIRECTLYTO SUBSTRATE.WOOD BUCKS INSTALLATION,INTEGRAL FIN&J-CHANNEL..4 DEPICTED AS 2X ARE 1-112"THICK OR GREATER.1XAND.2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN GLAZING DETAILS................................................5 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). DESIGN PRESSURES...........................................6-7 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INST.ANCHORS ANCHOR QUANTITIES......................................... 8-10 SHOULD BE SEALED,OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. EXTRUSION PROFILES........................................11 6)114'MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE,USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. ASSEMBLY&PARTS LIST.•.•.•••...,••.•.,••.'•.•.•••••...12.13 CODES/STANDARDS USED: 7)DESIGN PRESSURES: A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-113%STRESS INCREASE HAS NOT BEEN •ASTM E1300-09 USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER *ANSUAF&PA NOS-2015 FOR WOOD CONSTRUCTION DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. -ALUMINUM DESIGN MANUAL,ADM-2015 PRODUCTREVISEO 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BYTHE AUTHORITY HAVING JURISDICTION. •AISI 5100.12 as cmaPIN°G with the Ftmkla 10)REFERENCES:TEST REPORTS FTL-7964&7966;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ENERGI WINDOW AND DOOR PROFILES,LTD WHITE A,BRONZEILIGHTER •AISC 360-10 Buiidm8 Cada SHADES OF CAP COATED PVC EXTRUSION NON$;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS&ALUMINUM AL AcceptMos No�7' D•O 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. ���\ y LN­ VN Revlelon: Dia USER INSTRUCTIONS: �}CENSF UPDATED TO FBC 2017.-JR- Mi. tee „t1 ' F 06/06/17 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROMASCE 7. '•� •58705 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. ; 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN = * ® Ceserlption: Dro^•n�" PRESSURE FROM TABLES 48:IT MUST EQUAL OR EXCEED DESIGN PRESSUREREQUIREMENT FOR THE WINDOW �-0: �` 1070 TECHNOLOGY DRNE GENERAL NOTES&ELEVATION J ROSOWSKI OPENING OBTAINED INSTEP 1. 'p 6 7`� I ',�[/` N,VENICE,FL 34275 4)DETERMINE THE ANCHOR QUANTITY FROMTABLES 8-11.VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR S TE O Date: 6)INSTALL OOMIPERSSHEN3FON FR TABLEE OR3.INSTALAND THAATION AL ET4FREQUIREMENTS OR EGRALFIN FROMTHIS SHENTSETARE MET. ' 'i���ss,�<ORIOP.• \2� (�1)-480- SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 �NAL1 E1�� PGTMU3TRIEe,INC. Serlesl6/edeL• scale: Sheet: Drering No. Rev NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL.FLANGE, A.LYNN Ir�ILL IR.P.E. ALL RICHiH RESERVED INTEGRAL FIN OR EQUAL LEG/BOX). P.EJi 58705 CERT.OF AUTH.1129296 SH-5500 NTS 1 OF 13 MD-SH5500-01 B TABLE 1:ALLOWABLE GLASS TYPES Frame Glass Frame From Glass Description(Listed from Exterior to Interior) Design PressureFrame Options Contigs Shapes Installation Options that may be used TYPE, Table# Sheet# (see Fig 8) (see Table 1) (see Fig A) (see Fig C) 6 718'Laminated I.G.:1/8'A Exterior Cep+7/16'Air Space+5118°Laminated;(2)Lites of 118•A Glass with.090°PVB Interlayer 4,5 6 B 7/6"Laminated I.G.:118'T Exterior Cap+7/1 B'Air Space+5116°Laminated;(2)Utes of 118"A Glass with.090'PVB Intedayer 4,6 6 ....Into 2X Wood CMU-Framesheet set 3,p-sheat 3,option 1 Equal-Ute, 9quare/Rect., 7 7/8'Laminated I.G.:3110'A Exterior Ce +318"Air Space+5116"Laminated;(2)Utes of 118"A Glass with.090"PVB Intedayer 4,6 6 Flange Through the frame ....Into Concreta/CMU-sheet 3,option 2 Cap p y 5-16 Oriel/Proaew Aroh Top 8 of the window^::. 8 7/8'Laminated I.G.:3/16'T Exterior Cap+3/8'Air Space+5116"Laminated;(2)Was of 118°A Glass with.090°PVB Intedayer 4,6 6 (#2) 8 Cottage Radius Top ••••through 1XBucksldp Into Concrete/CMU-sheet 3,option 3 Into Mete)-sheat 3,option 4 9 7J8'Laminated I.G.:1/8"A Exterior Cap+7/16'Air Space+5/16°Laminated;(2)Utes of 1/8"H Glass with.090'SG Intadayer 7 7 .... 10 718'Laminated I.G.:116"T Exterior Cap+7/18'Airspace+6/16'Laminated;(2)LRes of 1/S"H Glass with.090"SG Intedayer 7 7 Box/ Equal-Lite, Square/Rect., Into 2X Wood FremelBucksirip-sheat 3,option 1 .... 11 718°Laminated I.G.:3118'A Exterior Cap+318'Air Space+6118'Laminated;(2)Utes of 1/8'H Glass with.090"SG Intedayer 7 7 Equal-Leg 5-16 OrieUPraAew�Arch. Aroh-Ttfll 8 Through the frame Into Concrete/CMU-sheet 3,option 2 12 7/8•Laminated I.O.:3/16'T Exterior Cap+318'Air Space+5/18'Laminated;(2)Utes of 1/8'H Glass vAlh.090'SG Intedayer 7 (#4) 8 Cottage Radius Top of the window...... ....through 1X Suekstdp into Concrete/CM LI-sheet 3,option 3 13 718"Laminated I.G.:1/B"A Exterior Cep+5116'Air Space+7/18'Laminated;(2)Utes of 3116"A Glass with.090°SO Intedayer 8 7 ....Into Metal-sheet 3,option 4 14 7/8'Laminated I.G.:1/8"T Exterior Cap+5/161 Air Space+7116°Laminated;(2)Lites of 3116"A Glass with.090'SG Intedayer 8 7 Through the ....Into 2X Wood FramelBuckstrip-sheet 4,option 5 16 718°Laminated I.G.:3116"A Exterior Cap+114"Air Space+7/16'Laminated;(2)Utes of 3116'A Glass with.090"SG Intedayer 7 7 •-Channel Equal-Lite, Square/Rect.,integral 5n...... ....Into Metal-sheet 4,option 7 16 7/8'Laminated I.G.:3/16'T Exterior Cap+1/4"Air Space+7116"Laminated;(2)Utes of 3/16'A Glass with.090'SG Intedayer 7 7 01) 5-8 O&Cokotteggew Aroh Tope Radius-Topp Through the frame ....Into 2X Wood Frame/Suckstiip-sheet 4,option 8 & of the window...... ,,..Into Metal-sheet 4,option B TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME ! THE GLASS TYPES 5,7,9,11,13 Through the ....Into 2X Wood Fmme/Buckstdp-sheet 4,option 5 815 MAY NOT BE USED IN Equal-Ute, Square/Rect.,Integral fin...... ,,,,into Metal-sheet 4,option 7 Group Anchor Substrate Min.Edge Mln. HVHZ ABOVE 30•. Integral Fin 5-8 Orid/Proi(ew Arch-Top 8 Distance Embedmenr (#3) 8 Cottage Radlus•Top fraThrough the frame _.Into 2XWood Fmme/Buckstdp-sheet 4,option 8 P.T.Southern Pine(SG=0.55) 7116" 13/8° of the window...... ,...into Metal-sheat 4,option 8 #10 SMS Steel,A38' 318" 0.050° 'MIN.OF 3 (steel,I"S.S. Steel Stud,A653 Gr.33• 318" 0.0451°(18 Ga.) THREADS Of 410 SS.) BEYOND THE FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES "A•=ANNEALED . A Aluminum,6083-T5' 3/8° 0.050' METAL 'H'=HEAT STRENGTHENED P.T.Southern Pine(SG=0.55) Witt" 1.3/8" SUBSTRATE. / O O T=TEMPERED 3/18'steel Ultrecon Concrete(min.2.85 Rai) 1" 13V 18' "UNGROUTED BYKTURARAYAMERICA,INC.\ Ungrouted CMU, ASTM 490) 2-1/2" 1-1/4^ CMU'VALUES P.T.Southam Pine(SG=0.55) 9/18° 13/8" MAY BE USED —I& "SG'_ .090'SENTRYGLASO #12 SMSSteel,A38' 3/8" 0.050" FOR GROUTED (steel, ( j/ J CHANNEL INTEGRAL FIN AMERICA,INTERLAYNC.Y KURARAY Steel Stud,A653 Gr.33• 318° 0.0451'(18 Ga.) APPLICATIONS. / 2 4 B of 4100 S.S.S.)S.S. Aluminum,6063-75• 3/8° 0.083° EQUAL-LITE ORIEL COTTAGE O Ola 1/4"steel Ultrecon P.T.Southern Pine(SG=0.55) 1" 1.318' 114'steel CreteAex P.T.Southam Pine(SG=0.55) 1" 13/8" FIGURE C:FRAME SHAPES 1/4"steel Aggre-Gator P.T.Southern Pine(SG=0.56) 1' 13/8' --•BUCK WIDTH BUCK WIDTH It- I BUCK WIDTH FLANGE 80X OR EQUAL-LEG 1/4"steel UltraconConcrete(min.2.85 ksl) 1' 1.3/4° C Ungrolded CMU,(ASTM 490) 2-1/2" 1-1/4" 7 Material Min.Fr Min.Fe 114"steel CreteAex Concrete(min.3.35 ken) 1" 13/4° T Steel Screw 92 its[ 120 ksl 1/4'steel Ultracon Concrete(min.2.65 ksi) 2-1/2" 13/4° _ _ _ 18-8 Screw 80 ksi 95 ksi 1/4'steel CreteAex Concrete(min.3.35 ksl) 2-1/2" 1-3/4" Y = cyi to tE 410 Screw 90 its[ 110 ksl D Ungrouted CMU,(ASTM 490) 2-112° 1-1/4' r, m m w mle a= Elco Aggre-Gator® 57 ksi 96 ksl 1/4'steel Aggre-0Gator Concrete min.3.275 ksi 1-112° 13/8" j 1 y 1 1 Elco UltreCorM 165 kal 177 its[ Grouted CMU,(ASTM C-90) 2- 2" J 1 1 1 1 410 S6 Elco CreteFlex® 127.4 ksi 189.7 kill RECTANGULAR RADIUS-TOP ARCH-TOPgp63.75 Alumfnrsn 16 kill 22 ksi WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY BE USED A36 Steel 38 ksi 68 ksi PRODUCT REVISED TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES Gr.33 Steel Stud NNE] 45 ksi I m conmAyr"g with the Florid. Group Anchor Substrate Min.Edge Min. AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 6-10, building Code !q'0' Distance FmbedmenY Acceptonae trio r Revletonr atiPn E 2-1/7 x.131"Common Nall P.T.Southern Pine(SG=.55) 3/8" 2-7/18" �� Y LYNN v�i� 2-112"Ring shank Rootng Nae P.7.Southam Pine(SG=.55) 3/E," zona" ��`�1`z`�N�cefusF M�! ANCHORS RE-GROUPED. Dade Product am P.T.Southern Pirie(So-.55) 1/2' 1.3/6" Q � -JR-06/06/17 #10 Tnlsshead SMS Aluminum,6053-T5• 318' 0.050" _* No.58705 (steel,18.8 S.S. Steel Stud,Gr.33' 318" 0.0451"(18 Ga.) — = Description: Orvrn By or 410 S.S.) ="O t• 1070 TECHNOLOGY DRIVE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI F steel,A3B' 3/8" 0.050° 6 'MIN.OF3 �p �� N.VENICE.FL 34276 P.T.Southern Pine(SG=.65) 9116' 1-3/8° THREADS 'O.n'• O Title: Oats #12SMs %, '•.F<ORIOP.•' \�� c941}�a16°° SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ( Aluminum eos3-T5' are^ o,os3• BEYOND THE ,� S , G�. steel,18.8 S.S. Steel Stud,Gr.33' wall 0.050" METAL ���S F.C��`` oo=1.1hrro2ott or 410 S.S.) SUBSTRATE. I1jlINtt��AL11nI��� iiirrv"tarra lNc. SeAw/Model: seaJa: Sheen Onwing No. Rev Steel. 318" o.�o" A.LYN�MILLER,P.E. SH=5500 NTS 2 OF 13 VW MD-SH5500-01 B P.E.#58705 CERT.OFAUTH.#29296 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX INSTALLATION DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 ►{- EDGE DISTANCE SEE NOTE 2,THIS SHEET. EMBEDMENT ANCHOREDTHROUGH EMBEDMENT FRAME INTO ZX WOOD 1/4"MAX SHIM 18 1/4"MAX SHIM FRAME OR BUCKSTRIP. SEE NOTE 2,THIS SHEET. EMBEDMENT SASH VISIBLE 17EDGE O(� 18 LIGHT WIDTH + DISTANCE 1 FRAME EDGE DID O FLANGE �L STANCE SHOWN a 44 BALANCE ___T1/4'MAX TYPE VARIES TYP.ANCHOR SHIM TYP.ANCHOR TYPE, 42 WITH SASH o TYPE. WEIGHT 54 EMBEDMENT TYPEMBEDMENTDGE 30 AND EDGE 2 EMB ANCHOR TYPE. EDGE IInII EMBEDMENT AND EDGEJ_DISTANCE DISTANCE PER I I 31 a EDGE SUBSTRATE O DISTANCE PER SUBSTRATE, SUBSTRATE, •• LLLJJJ . SEE TABLE 2,SHEET 2. SEE TABLE 2,SHEET 2. EXTERIOR n DISTANCE SEE TABLE 2, 18 �D�o 87 L\� 4 SHEET 2. •a –I FIXED VISIBLE 4 v �' FIXED 19 201 FLANGE OPT.SASH TOP "I LIGHT WIDTH I EQUAL VISIBLE J LIFT RAIL LIGHT 2 FRAME BUCK WIDTH LEG/BOX FOR ALL WINDOWS: NOTES: SHOWN FRAME HEIGHT 1 ANCHOR @3S5" HORIZONTAL SECTION A-A SHOWN J_ 49 48 FROM END AND AT 1)USE ONLY 21 CENTER. SUBSTRATE-APPROPRIATE f 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2 OVER 36"WIDE: SHEET 2.FOLLOW EMBEDMENT AND DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 72 0 ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLE 2.SHEET 2. qSCREWS @16.3/8" INSTALLATION OPTION SHOWN MAY 14 45 46 47 BE USED ON ANY SIDE OF THE 35 FROM END. WINDOW. o FOR WINDOWS WITH 114"MAX BOTTOM LOCKS: SHIM #10 OR 0#12 STEEL 114"MAX. BUCK so O 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE .ELF-DRILLING SHIM HEIGHT USED INTO WOOD AS PER TABLE 2. SCREWS @ B•3/8" 2, SMS E T TABLE 85 FROM END. SHEET 2.ALL WOOD BUCKS LESS � 30 ! THAN 1.1/2'THICKARE TO BE SHEET2. SASH CONSIDERED 1X INSTALLATIONS.IX EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF "LIGHT UNIT IS INSTALLED DIRECTLYTO HEIGHT SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1.12'THICK 86 USE 16 LATCH EITHER OR GREATER.1X AND 2X BUCKS OPT �l Q 65 (WHEN USED)SHALL BE DESIGNED L� (2)1" 81 31 30 64 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE EQUAL Q INOD BUCK FRAME LEG/BOX TERIOR EP LOCATION:6-518" DESIGN FROM SASH END. RESPONSIBILITY 'TESTED UNIT THE OF THE ENGINEER SHOWNATION IS THE �D�o SHOWN NOTCHES AT EACH END. 80 OR ARCHITECT OF RECORD. EXTERIOR 8 86 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION sL INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION 4 OPTION 4 PRODUCT REVISED 67 OPENING)IS MEASURED FROM Fkelds ANCHORED THROUGH ANCHORED THROUGH plying EQUAL-LEGIBOX 1/4'MAX SHIM BEADING TO BEADING. FRAME INTO METAL Hmleee Na I 7' FRAME INTO METAL A5—�FRAME SHOWN r. 0 \I\IIIlf/ O ReWatam Ei Date.LA(y �''� B.27'X1.25' % Dede Product o•,tt5 W7'X1.2E •"�• ••�'• a' '. ;. NOANCHORS . •' Y\' W/COVER ,. •. REQUIRED IN VISIBLE LIGHT FORMULAS No.68705 ' @ 38 .4 �. FLANGE OR -7t 2.87'FROM EQUAL-LEG WIDTH – EACH END. DwctfpDon: FRAME SILLS @SASH:BUCKWIDTH-6.12" ' ; 1 Z 1070 TECHNOLOGY DRIVE FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI @ FIXED LITE:BUCK WIDTH-4.3/8' 6/ F • ,• ,.• • Off'. STATE OF : N.VENICE,FL 34275 Date: HEIGHT(EQUAL-LITE) (� ;c[ORIOA � (941}48x+800 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 BUCK HEIGHT/2-3-15116' '""' ONAL E G�` cot'rwaHrozolT VERTICAL SECTION B-B �,si t� POT DOES,INC. SeAea/Model: Scale: Sheet Drocft No. Ray.• A.LYNN MILLER,P.E. ALL RIGM RESERVED SH-5500 NTS 3 OF 13 MD-SH5500-01 B' ' P.E#58705 CERT.OF AM.#29296 - INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 6 ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT WOOD FRAME OR BUCKSTRIP,SEE INTO 2X WOOD FRAME OR ANCHORED THROUGH INTEGRAL EMBEDMENT NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. EDGE DISTANCE FIN INTO 2X WOOD FRAME OR --i BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 1/4"MAXSHIM V4"MAX SHIM SHEET. TYP.ANCHOR TYPE, 16 J-CHANNEL ASH VISIBLE 17 fl EMBEDMENT AND EDGE 18 LIGHT WIDTH FRAME DISTANCE PER SUBSTRATE, SHOWN SEE TABLE 2.SHEET 2, (SCREW SHOWN) 44 BALANCE TEMBEDMENT—1/4'MAXSHIM T_ TYPE VARIES 42 WITH SASH I TYP.ANCHOR TYPE EDGE WEIGHT 54 EMBEDMENT AND EbGE DISTANCE 30 31 DISTANCE PER SUBSTRATE, II SEE TABLE 3,SHEET 2. la (NAIL SHOWN) EXTERIOR 67 TYP.ANCHOR TYPE, 15 �) INTEGRAL EMBEDMENT AND EDGE 19 FIXED VISIBLE 3 FIN DISTANCE PER SUBSTRATE, FIXED 20 OPT.SASH TOP J-CHANNEL LIGHT WIDTH FRAME SEE TABLE 3,SHEET 2. LIGHT VISIBLE LIFT RAIL FRAME SHOWN (NAIL SHOWN) HEIGHT FORALLWINDOWS NOTES: SHOWN ii I ANCHOR @ 3.W L 48 1)USE ONLY SUCK WIDTH 49 FROM END AND AT 21 CENTER. SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 72 OVER 36*WIDE OF SHEET 2.FOLLOW EMBEDMENT 0 114.M DADE APPROVED MULLION,FBG COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD, AND EDGE DISTANCE LIMITS.ANY AX' ADD ADDITIONAL SHIM MAY BE VERTICAL OR HORIZONTAL,SEE SUBSTRATE PROPERTIES,TABLES 2&3.SHEET 2. 14 45 46 47 SCREWS 016-3/8' INSTALLATION OPTION SHOWN MAY 35 FROM END, BE USED ON ANY SIDE OF THE BUCK Q S FOR WINDOWS WITH WINDOW. HEIGHT 5D 16 BOTTOM LOCKS ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE #10 OR#12 STEEL 1/4'MAX. SCREWS @ 8-3187 USED INTO WOOD AS PER TABLE 2, SELF-DRILLING SHIM 85 T__ FROM END. SHEET 2.ALL WOOD BUCKS LESS SMS(GS).SEE- 30 THAN 1.112'THICK ARE TO BE 00 TABLES 2&3, SASH CONSIDERED IX INSTALLATIONS. SHEET2. EXTERIOR VISIBLE IX WOOD BUCKS ARE OPTIONAL IF R 12 SELF-DRILLING X"'S'EOL IR SM, I'GS ABLE. .HEET LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT USE EITHER LATCH(SHOWN) SUBSTRATE.WOOD BUCKS 86 16 OR BOTTOM[ DEPICTED AS 2X ARE 1.112*THICK OPT. LOCK(SHEET 3). OR GREATER,1X AND 2X BUCKS (2)1' 65 (WHEN USED)SHALL BE DESIGNED 81 30 63 TESTED UNIT TO PROPERLY TRANSFER LOADS FIN AND/OR INTERIOR LOCATION:6-5/8' TO THE STRUCTURE.WOOD SUCK FLANGE REMOVED WEEP FROM SASH END.' DESIGN AND INSTALLATION IS THE IN-FIELD TE NOTCHES AT so RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN EACH END. Ho': NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN REQUIRED IN FRAME 7 SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR INSTALLATION THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION OPENING)IS MEASURED FROM Z OPTION 8 PRODUCrREV)SED 114"MAX ANCHOREDTHRO GH as W. yuls INTEGRAL FIN SHIM BEADING TO BEADING U ANCHORED THROUGH FRAME INTO METAL P4, with the Fbaft FRAMESHOWN j%IIJIIJ1,,,INTEG FIN BaflidmigCode 1 INTO METAL (INTEGRAL FINJFLANGE REMOVED) Ao"p ? 2r X 1.25-WEEPHOLE I iratio to w N1,1'1 �o 3�WICOVER @ 2.87" FROM EACH E BY TYP.ANCHOR. E, VISIBLE LIGHT FORMULAS No,55705 J�fiioffii ado pmd�ha EMBEDMENT AND E E EDGE DISTANCE WIDTH @SASH:BUCK WIDTH-6-1/2" DISTANCE PER SUBSTRATE, Dew4ptw: SEE TABLE 3,SHEET 2. EMBEDMENT @ FIXED LITE:SUCK WIDTH-4.318" 107OTF-CHNOLOGYDPJVE ,1-CHANNEL&INTEGRAL FIN FRAMES o7wRi O""SOWSKI g (SCREW SHOWN) • N.VENICE,FL 3W5 HEIGHT(EQUAL-LITE) 'Ir iF;si%* 0 R I D I... I Two: INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK HEIGHU2-3-1511T ...... (94l)460-1600 Dfe. AIA SINGLE HUNG WINDOW INSTALLATION 5 ANCHORED THROUGH INTEGRAL FIN ONAL -LM 06/15/1 INTO 2X WOOD FRAME OR DUCK- C0FMMffQ20IT POT INDUSTRMS,M Sheat STRIP.SEE NOTE 2.THIS SHEET, A.LYNN MILLER,P.E. PJ0MRF$MWW ------TR__ REA58705 CERT.OF AUTH.#29296 SH-5500 NTS 4 OF 13 MID-SH5500-01 B —�•{ 7/8'NOM. 718"NO718"N M. 718'NOM. 718'NOM. �+-- 5/16"A/A PVB I 5/16"A/A PVB I I 5116"AIA PVB I 5/16"AIA PVB I 5/16"H/H SG 7/16"AIR SPACE % 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 7/16"AIR SPACE---\ 1/8"A GLASS--\ 1/8"T GLASS 3/16"A GLASS 3/16"T GLASS 118"A GLASS ,�:]EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 76.79 7&7B 76.79 78.78 78.79 GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 'GLASS TYPE 9` —�•� 7/8"NOM. —�{ 718"NOM. 718'NOM. 718"No 718'NOM. �+- 5/16"H/H SG 5/16"H/H SG I I 5/16"H/H SG 7/16"A/A SG I 7116"AIA SG 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 5/16"AIR SPACE 5/16"AIR SPACE 118"T GLASS 3/16"A GLASS 3/16"T GLASS 1!8"A GLASS 1/8"T GLASS aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 78-79 7&79 76.78 78.79 78-79 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 718'NOM. 7/8'NOM. 7116"AIA SG I 7116"A/A SG 1@"NOM.GLASS GLASS TYPES 9 THROUGH 114"AIR SPACE 1/4"AIR SPACE 76-79 BITE TYP. '.16 MAY NOT BE USED 3/16"A GLASS 3/16"T GLASS WITH J-CHANNEL OR 72 74 •INTEGRAL FIN FRAMES <j EXTERIOR Gj EXTERIOR ' 'Mill GLASS TYPES 5,7,9,11,13 76-79 76.79 31 8 15 MAY NOT BE USED IN EXTERIOR 75 THE HVHZ ABOVE 3D'. PRODUCTRBVISFD • ca complying with the via" GLASS TYPE 15 GLASS TYPE 16 Building Code 38 30 t 1 t I 1111/ Aortpienm i 14 J 7 $r7•Z.w,. LYNI-. Rev7alon: vation Date Lr✓!JJ 13 Mi I adePmductC *: No.58705 • ••. ,. GLAZING NOTES: 7F_ ® urarn W. 'A"=ANNEALED - Oeacriptton: TYP.GLAZING DETAIL 'H'=HEAT STRENGTHENED =7D � I� `�� 1070 TECHNOLOGY DRIVE GLAZING DETAILS J ROSOWSKI 'T"=TEMPERED IE OF N.VENICE,FL 34275 'PVB"=.090'TROSIFOLO PVB BY KURARAY AMERICA,INC. �••.,•c[ORIDA ,•' � (941}480.1600 175e: °1 "SG"=.090'SENTRYGLAS'�BY KURARAY AMERICA.INC. � SS�O•..... •NG �� �I�6aN7oz�7 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 FOR LAMINATED GLAZING COMPONENTS,SEE TABLE I,SHEET 2, ///1jNALl tt�t ro7 INK)USTWES.INM Sorlea/blodeL• Scale: Sheet: 0rawing No. nB:. ALL ISIGMB RESERVED SH-5500 NTS5 OF 13 MD-SH5500-01 P.E.N 58705 CERT.OF AUTH.029296 TABLES: TABLE 6: TABLE 4: cuum ripe 8w-sasn Olam type. Design Preeeure,lbs(R7 a I3merg0lon61rgh�en sash Relent Design Pressure,Ibagt olamrip.. Design Pressure,038If1: R.1a L-I Resp.®Who- pease M) w d-neck W,dN m e,7&a +/-50.0 f° H.Vd sneaa u to48 X175 +65.0/-70.0 23.6 E4w70u 11.307 *05.0 -70.0 +65.0 •70.0 Rom6 L.wl RemLLo I Swd dCaI - 14517.15.870 455.0 •70.0 4650 •70.0 R1 Por e0 window a lash akes TABLE For all ET 9 end 55337 ekes 25 EgwHlm 17.583.14516 401.0 •10.0 485.0 •70.0 SEE_ FOR SEETABLE 9,SHEET 8 FOR sumed PmvI- 11.337.11.512 +05.0 -MO +es.° -70.0 ANCHOGROUP SHEET QUANTITY. ANCHOR GROUP AND QUANTITY. T.I1e41 23517-25.286 +65.0 -70.0 46.5.0 ane ANCHOR GROUP AND QUANTITY. sland,d C°ttgo 25.066-23.516 w10 -70.0 +95.0 -70.0 37.375 EpoNita 17.617-21.09 w10 •Tae +06.0 •7aa Stefdmd PW- 14.517.17.515 +05.0 •70.0 465.0 -70.0 o shmml11577.14.515 465.0 -70.0 +65.0 1X370 Twat 77.583-31.01 w&0 •70.0 485.0 •71X0 Cwtomske 79.6117.27.582 4610 •70.0 465.0 71X0 D SLvWud Ctltepe x517-25.510 w&0 .7o.0 4as.0 •70.0 Q L� HEADER 44 Ewol+lw 20517-23.516 .es.o •70.0 +r,3.,° •70.0 Q HEADER 6nMm0 Pt A- 17517-20.510 +85.0 .70.0 +650 •70.0 23 Osomske 14.517.37518 +85.0 .70.0 +m.0 70.0 23 e 513737257 /1377.11.515 +es° -mo 49TO •Ino Tww t 1 31583•35.011 4650 •70.0 +65.0 40.0 ' etW dCa0op7 7&617-31562 465° -200 4a10 •70.0 Egw"w 20.517.25516 463° •70.0 +0.5.0 •70.0 a- e 0 O MEETINGRAIL 40 swdard P.A- 17.517.20.510 +e&o -200 +95.0 70.0 o O O MEETING RAIL CwumstTa 14.617-17.515 4650 •20.0 w5A -70.0 26 ° Cwwmsk. 11517-14.510 wso 1-70.0 1 401.0 •me 27 ° 32545.1 11377.12618 465.0 •70.0 1 465.0 70.0 EXTERIOR EXTERIOR p T.1k.l 33.206.31530 +850 -MO +011 70.0 1 skrdml Cdtepe 79.517-81.207 4880 -70.0 +65.0 -mA 1v ° O 23 0 Eq.Wb 23.517-25.616 4as0 -20.0 .6511 70.0 _ 23 JAMB 41126 C %' - 79577-2.518 405.0 •70.0 4MO 70.0 JAMB 8*9.d Pmdee 17517-20.618 4as0 -70.0 w&0 •70.0 FXTERIOR SASH EXTERIOR SASH C,mwesk. 13517.17.518 +a&o -mo +05.0 .70.0 a HEIGHT a HEIGHT C t-sk. 12517-14.510 4550 -mo 4850 -70.0 Swan - 11.777.12618 +MO -200 465.0 •70.0 Tdkat 36517-41514 +05.0 -200 465.0 40.0 Q StedW Cce.pe 31.517-38616 +6&0 -200 w5.0 -70.0 Q 23 Ew.MI7o 26,517-31.618 +05.0 -20.0 1 465.0 -70.0 23 slardad P.A- A51T45618 1610 -20.0 465.0 70.0 SILL O 12 �n sk. 20.61T-2.518 +610 -200 465.0 70.0 SILL O dntam 6k. 17.517.20.616 4090 -200 +65.0 70.0 Ewsk. 14517-17.516 +650 .70.0 +65.0 361 mt°mSt. 1a017.14.515 wso •110.0 435.0 Ora snortml 11.664.13.010 495.0 70.0 +65.0 495 Tollm 39617-41.4M 465.0 -70.0 465.0 40 c c Ct..sk. 30.517-30.610 +610 •70.0 4890 1 71X0 Egwl4lte 35+517.35.518 403.0 •200 w5.0 -10.0 76 Cww.eke 32517-35.518 4e5.0 1•200 405.0 70.0 SECTION DETAIL FOR WINDOWS WITH Swd.WPudew 20.517.32516 +090 1-70.0 +e5.0 •70.0 1 SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT&GLASS TYPES 5,6,7&8 0.tomam W.517.mwe +85.0 -70.0 .ts.a 37.3 LEVEL R2 REINFORCEMENT&GLASS TYPES 5,6,7&8 (REINFORCEMENTS SHOWN IN FIGURESABOVE shedmt 25.018-20516 -Me I-TOO +65.0 463 I (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES 8 Egwutm 36.1117.41.874 w&0 -1160 +65.0 •7ao APPLY TO ALL FRAME TYPES& CONFIGURATIONS) 04 c tmske 35.517-38510 +85.3 -70.0 465.0 47.3 CONFIGURATIONS) stcnwd Pna7wv 33.818-35.618 +019 •70.0 +850 ae.5 PRODUCT REVISED 01.78 Te0..1 •'-41.BN +85.0 -200 +B5.0 4B.s as=op]i0e^With tll0 FID1idr5 SEE TABLE 10,SHEET 9 FOR ANC OUP AND QUANTITY. *Ild,g,C,d,*MIN.SASH HEIGHT WIND W If'(MT 50.136 s56e`� .......�,ICENodact No.58705 ® 1X5120 By: NOTES: ' �' ,tu 1070 TECHNOLOGY DRIVE DESIGN PRESSURE TABLES J ROSOWSKI 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. �O�•.-, ST TE O <f/ N.VENICE,FL 34276 '•.�ORIOP.•'-G\��� (941)-480.1600 Dov: 2)FRAME DIMENSIONSARE BUCK.SASH HEIGHT IS AS PERTHE FIGURE. �i S� Q1�. SINGLE HUNG WINDOW INSTALLATION-LM 06/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN /1" " 111 tE �„C0Pso�j �Kes/Model SaOfe: Rr+eeC Dmeing Na Raw ON THE TABLE. A.LYNN MILLER RE, R.OFAUTIGM J;. SH-5500 NTS 6 OF 13 MD-SH5500-01 B PEA 68705 CERT.OF RUTH.$29288 TABLE 7: TABLES: 01- Bdtd»Saen Glwaryse 8rttomSaOn . &12,7peeCBplbn 57911011 SBah lkt2nl Design Pressure,91@H2i 13414 Don"Oum tot 9w S.oh Heigh Design Prescuretsift2 Relnl.L. Rotes a Md.- R."o.0.n) W.-Buck NMm ReInt.LO-el FUND@WIMdw R.nD9 pry WIMOugusk WIMlt 00.1 3A,141 wvm Stnnn upW40 49 51125 64 3 Hdpd8nswn t@ 1 20. 1 32 381 40 1 8 I 62126 1 54 0 216 Pqud44e 11.301 -70,01-110,01-70.0•110.0 +7110 1410.01 170.0 1410.0 23.5 Equ.Hae 71.391 710•110.0 •709-i%o +70.0-11a0 70.9 I-7140 I 70,0 I-710.0 I 70.0-110.0 110.0-170.0 70.0-710,0 .510147470.00.@+ 14517-wen +7DA.110.0 -70.0.110.0 +70.0-110.0 +70.5•1148 StoMud Cabo. 14.517-1EM 70.0.114.0 70.0-110.0 1 7110 1-5146 78.0.11¢0+TO.0.110,0 70.0-110.0 70.0-110.0 =70.0•11mo 28 Equd48e 11.553.14.518 +70.0.110.0 470.0•110.0 +70.0•1140 +ro.0 •1140 28 Equ9-UIB 11.583.14518 -70.9-110.0 +70.0-110.9 •70.0.-110,0 •70,0-110.0 •70.0•110.0 70.0-110.0 +70A AiD.0 •7¢0-1100 Swdw Pre4mv 11.377.11.582 +701-110,0 -Tae-010.0 .7640-1111 +701 -110.0 f0atderd PmAnt 71.377•!1552 +740-1101-70.0-110.0 70.0-170.0 =70.0-11SO 1+70.0 1-110.0 •740-1110 +74.0-110.0 70.0-1740 Tanaet 23.617-252M +70.0•110.0 .7o.o.0mo +7¢0.1100 +70.0 •110.0 1e11.9 23.617.252285 7D.0-110.0 +TAA-110.0 -70.0-170,0 70.0 -110,01.70,01.110,0 •70.0 AMO 70.0-110,0 74+0-110.0 HEADER Suod.d C.Up 21.255.23,6/@ +rao..1110.0 -701-110.0 t7a6.1140 no.110.0 Standard Cdta29 247759.23.61a .70.0-110.0 +7oO-110.0 .70..0.1100. .740 4111.0 170.0-770.0 70A 410.6 70,0-nao *7¢0 -1440 37x75 Egad4rc. tls11.2D.es7 +70.0-170.0 170.0•110.0 +70.0.1166 +70.0 •109.0 27.375 DAu"G 17.517.2DA5"T •70.0-110.0 70.0-110,0 •70.0-110,0 •70.0-110,01-70.0-110.0 70.0-110.0 70.0-110.0 •70.0-m10 25 810.1474 PraJd-r 14517.17.6fe 770.6•110.0 -70.0•110.0 70.0•150.0 +70.0•110.0 stow.14Pmvlaw 14.547.17510 •70.0-1140 •710-110.0 +70.0-770.0 •71LO-110.0 •70.0-110.0 •70.0•ita0 70.0-110.0 •740 -110.0 6hwtest I 11.377-14.518 +701 4100 +70.0.170.0 740•110.0 +760 •103.0 Shorten 11.377-14.510 •70.0-170,0 •70.0-110.0 •70,0-110.0 -MO-110,0 •70.0•110,0 -70.01-110,0 •70A-107,0 -740 -103.9 � TWbet 27.683.31.011 *70.0,110,0,+TOA 415 170.0 •031 740-7F Won DUD)-31.41) '70.0-110.0 -70,b-1110 •740•110.0 •70.0 410.0 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SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. Btdlding Code MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 "MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.135 AcceT16Rc s No r\r k rye Royl4taIn E*MtianDat6 ONY LY qr •�, =���1� .•'OGENSrc �� '� By 4' Ntim7il Sds Product(0.7 fiu4 ` 110.50706 •�'� i * _ NOTES: /'i DaudpOw. prvlrn gy; 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME. %x1'-•/ul`- i` ! 0: 1070 TECHNOLOGY DRIVE DESIGN PRESSURE TABLES J ROSOWSSKJ (/ -Z N.VENICE,FL 34276 STA O �ti Title: _ -2}FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. ��F '••:2pRtDP ���� (841}-0801600 D6te1 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ��Tei J��ftJ11A�t`{rG rrr cg2MT ON THE TABLE. 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Y�Q � z o - _ ^w= u� o aw rope NN..nn Y03 n Or ZQ aw owar —_ `w x S! .-n__NNN.-n N�N��e.-n nm N ez..NNoNyS'.�e .•. a.....Y W� Y O O � pp yyaafp� � � p1r ESfi�c�cpp�t «�ysy td i{�AF6 gum ` •"•n�~-in 0�^.n C."- ASC. .^.�a__ . .n-o m w�1nu m�..S� Q W K W Rig -z Pa ,u� m o N C m8 6 3 1gg1 ghl'allf fame Mama �mnmm Qm `n'nn n` � 0 O m y' o .�.�.gg w� u4$i6•�-� ggF .s a€€PFg3gBigg � �� U�Foa 2 O w ~ 1 w 6 m o 6 Em m e 6 3 9 a" 8 W S w( F•x W O w t.. � @ IW uBaH nne.avM �g 2 n a7 3.500' 3.600' 3.500, 3.500' 3,6�lr .062" ;-- _ f-- .062- .062- .062- 1.483' 1.483' 60" t483* IA83' .07T 1,184' n 070, 715" .810' o 1.185' k2S* R, J-CHANNEL FRAME (-2 7)F FLANGE FRAME FIN FRAME EQUAL LEG FRAME - - --I f-- .160" 1,375" HEAD/JAMB HEADMAMB 1.376' HEAD/JAMB HEAD/JAMB LIGHT SASH T, HD SASH T 9REINFORCEMENT REINFORCEMENT 3.483' 3,483" 3.483' 3,483" 7 1.18r a62- -4- .062- TCr 070' .062 L--Pl 03, .791" 1.041' 2.444' 1 1 �=_ M .130* IUI 2A44" IUI 2.W f; 1.331- 1.340- 2.444' STANDARD HD MEETING RAIL MEETING RAIL 8 REINFORCEMENT F ]"U ❑ 26 REINFORCEMENT .625' X251"VO 0 J-CHANNEL _u FLANGE ;l.75" 7 IN FRAME EQUALLEG 1.375" OFRAMESILL F FRAME SILL FRAME SILL SILL 1.672' 1.641' I 1215° 1.830" 1.376- 2.100* 1.47r �!!E'!75' 2.176* 1.6w 1 974' 590, j471 0 1.000- .035' 55* .05w q 9. .34r 060" ;070' 14 FIXED 13ALANCE SASH STOP 17 ID 1.231 �m� 16 SASH RAIL LIFT RAIL LIFT RAIL BEVELED BEVELED MEETING RAIL COVER SCREW COVER INTERLOCK Z0 INTERLOCK COVER 21 INTERLOCK 22 INTERLOCK COVER PRODUCTREVISFD as complying with ft FjorWa tttlllllll/rr7/ Building Code Acccptattca Soo f7• "Q"rj OVA I Jv/v '316, .......... .300, � .864* .176" NO,587IX 760 750' .035' 1 72 (.AMI IG 80 EXTRUDED 81 ROLLED 0 • AAll , "Z 10707ECHN GYDRP- WINDOW EXTRUSIONS SOWSKI BEADING SCREEN FRAME SCREEN FRAME N.VENICE,FL34275 (941)480-160D 778o; Date. A it PWOMUSTRUA= SINGLE HUNG WINDOW INSTALLATION LM 05/15/1 - L Copmowcol? 6 A.LYNN M AMfWWMPtMMM SedmIgodef, scale: Skeet: ft. Rer. p SH-5500 NTS 11 OF 13 MD-qt-lr,;;nn-ni B AUTH.#=98 CERr.Or SILICONE HOT-MELT BUM TABLE 12: TABLE 12,CONT.: STRUCTURAL Bill of Material Bill of Material,cont STRUCTURAL SILICONE 3116"NOM. FOAM M2620102 rt# Description Material # Part# Description Matedal POLYISOBUTYLENE 114"NOM, WITH 101 Single ung tame ea & ambs-J-Channe PVC 45 720197 Auto Lock Mechanism C Steel �1TH DESICCANTDESICCANT Single Hung Frame Head&Jambs-Flange PVC 46 720198&9 Sweep Lock Cast Znc �•GLASS EXT.GLASS 0103 Single Hung Frame Head&Jambs-Fln PVC 47 720195&6 Auto Lock Cover Assembly Cast Znc 0104 Single Hung Frame Head&Jambs-Equal Leg/Box PVC 48 76XI18OPTX#6 x 1-1/8"Ph.FH SDS(Auto and Sweep Lock Screw) SS 5 -J Channel PVC 49 720200 Auto end Sweep Lock Keeper Cast Znc L22!�� SHDH Frame Sill 8 620106 SH/DH Frame SIII-Flange PVC 50 976)C34PPA #6 x 314"PH.PH SDS(Keeper Screw) SS INT.GLASS INT.GLASS 7 1 620107 SWDH Frame SIII-Fin PVC 51 420181 LIR Beveled Tilt Latch Comer Key PVC 8 620108 SWDH Frame SIII-Equal Leg/Box PVC 52 4201B21JR Pull Rall Tilt Latch Comer Key PVC KODISPACE SUPER 14 620131 Fixed Meeting Rail PVC 53 7634PHFL #6 x 314"Ph.FH SDS(Comer Key Screw) SS 7s 4SG TPS QD SPACERO NXT"m 16 620129 Sash Rall(Sides,Top&Bottom) PVC 54 420183 TIII Latch PVC 17 .e20134 Balance Coder PVC 55 420184 Tilt Latch Retainer PVC 18 620133 Sash Stop/Screw Cover PVC 56 720207 1"Tilt Latch Spring SS ALUMINUM 19 620156 Pull Rail Interlock 6005 T5 AI 57 420186 Plastic Tilt Latch Finger Pull PVC REINFORCEMENT p0LYIS0- DESICCANT FILL AREA 20 620144 Pull Rall Interlock Cover PVC 58 720192 Metal Tilt Latch Finger Pull Cast Znc BUTYLENE 21 620157 Beveled Intedock 6005 T5 AI 59 420180 Pivot Bar Comer Key PVC 5/18"NOM. SEAL 5/16"NOM. 22 620145 Beveled Interlock Cover PVC 60 720206 Pivot Bar SS BUTYL& SILICONE SEAL 23 620150 Light Sash Reinforcement 6063 T6 At 63 720191 Sash Pull Handle Cast Znc DESICCANT ROLL-FORMED STAINLESS STEE 25 620152 HD Sash Reinforcement 6063 T6 At 64 720194 Sash Pull Handle With Latch Assembly Cast Znc FOAM 26 620153 Standard Meeting Rail Reinforcement 6005 T5 At 65 7834FPT #8x 314"Ph.FH SDS(Pull Handle Screw) SST•GLASS 27 620154 HD Meeting Rail Reinforcement 6005 T5 At T 420188 Bottom Latch Strike Plate Cast Znc EXT.GLASS 30 61644 Weathers tdp,.187'x.270"Fin Pile 67 ?78588 #8 x 518"Pit FH SMS(Strike Plate Screw) SS 31 601300 Weatherstdp,.190"x.300"Foam Bulb Flex PVC 72 720135 Lam[I.G.Bead PVC 32 61719 Weatherstdp,.187"x.220"PolyPile 74 Backbedding,GE 7700 or Dow 791 Silicone INT.GLASS INT.GLASS 33 61825 Weatherstrip Plug,.220"Finseal 75 71646N Setting Block(7/8"x 1"x 1/8"),85+1-5 duro. EPDM DURASEAL® XL EDGE rm 35 7a)OMTTT #8 x 1"Ph.PH SDS(Interlock Mounting Screw) so 61012 Extruded Screen Frame Alum 76 SPACER 79 SPACER 36 78X3THPX #8 x 3"Ph.PH SMS(Meeting Rail Screw) 410 SS 81 61011 Roll-Formed Screen Frame Alum 37 71669SP Meeting Rail Screw Support Plate 6063 T6 At 82 7CKGLB21 Screen Comer Key for Extnided Frame X 4 PVC 38 720210 Weep Hole Cover PVC 83 47042 Screen Comer Key with Pull Ring X2 PVC 40 720=M lConstant Force Balance 84 47041 Screen Comer Key without Pull Ring X2 PVC 41 #8 x3/4"Ph,FH SMS(Con.Force Balance Screw) SS 85 7CASPM Tension Spring SS 42 Spiral Balance 86 61816C48 Screen Cloth Fiberglass 43 720205 ISpIral Balance Shoe Nylon 87 61635181614 .140"Screen Spline(Machine(Hand Rolled) Vinyl 44 78X114FPAX#8 x 1-1/4"Ph.FH SMS(Spiral Balance Screw) 410 SS Part# Description Material PRODUCT REVISED es camplying with the Flaidv 76 Kommeding 4SG TPS Spacer System A-WW I, I -D63o.a5 See this 111 r r r r ett re 77 Quanex Super Spacer nXr with Hot Melt Butyl Sheet for ���`��NY•LYNN ", Reveron 2DZD 78 Quanex Duraseal Spacer Materials �' IGEN ! Dy 79 Cardinal)4..Edge Spacer SF ''•�F hslaai aaelroducl REFERENCE TEST REPORTS:FTL-6717,8966&8970 *; No.5670) {��` •' *_ ® �: Dram 6y. 70 G:; 1070 TECHNOLOGY DRIVE BILL OF MATERIAL(BOM) J ROSOWSKI '�O ••. STATE OF N.VENICE,FL 342'75 FS•'•:°CORIDP,.•••���� (941)480.1600 lrtle; Date: Noyes: '�S��NAL ENG`� oow9lcHroan+r SINGLE HUNG WINDOW INSTALLATION-LM 05(15115 1)PVC BY ENERGI WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. rY r r I 1 I I R�1 µy�y egER `- e8/wH- Serra meet ara�lnY Na Rer. 2)ITEMS#9-13,15,24,28,29,34,39,61,62,68-71,&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. A.LYNN MILLER,P.E. SH-5500 NTS 12 OF 13 M D-SH5500-01 B P.E.il 58705 CERT.OFAUTH.fR9298 OPT.SWEEP LOCK O 46 48 OPT.AUTO LOCK 18 47 I 20 ' 67 OR 58 48 B6 i 51 OR52 45 O i I OPT.PULL RAIL i 22 62 ORO 19 INTERLOCK& COVER 68 O 67 o i35 `;•.� OPT. BEVELED 1 ••�I MITERED FRAME WITH 21 INTERLOCK INTERIOR AND EXTERIOR 16 o &COVER FRAME WELDS I O 72 X4 54 X4 16 53 `.�� •` f 80 OR 81 1a TDew�"6� -• \ �" ' - SCREEN OPT.PULL HANDLE ASSEMBLY 64 WITH LATCH [ DETAILS 41 - BOALANCE NSTANT FORCE d '� 65 16 82 OR 63 o OR OPT.PULL 40 OR 43 42 43 SPIRAL'BALANCE HANDLE p 63 (67 \• 1 16 f MITERED FRAME WITH f, SASH INTERIOR AND EXTERIOR 37 ASSEMBLY FRAME WELDS r . 66 38 DETAILS EXTERIOR ••� 63 .' 59 PRODUCTRFVISED 5 l�`^ Y l nACNESTO NC 53 7 ding Coo Florida •ae `_----�_•---- I I 1 -.._..E_ --—^_--•------._ - &ccepla Dale)Tn 17,05 20 A SREMBLY ® \, `� aQN ENs�� ��i'ME Revlslon: d IM. da9'm"&ICI Co DETAILS ' ,: No.58705 \ �": Drown BK1070TECHNOLOGYDRIVE EXPLODED ASSEMBLY JROSOWSKI EXTERIOR `•` (/� N.VENICE,FL 34276 NOTES: (7; TNe: 0ota: •'•:�ORIDA„••' �. (941}480-1600 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 1)SOME PARTSlOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. ��SS G��� COPMOKI"02417 2)J-CHANNEL FRAME SHOWN,PARTS#1&5.OTHER FRAME TYPES APPLY. ���r CONAL�N�� FW RIDUSTFlES,INC. S,ri s/I,todeL ale; Sheet• aaring No. Rew 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6&7. 1l II I1 IIT ALL NKiHTS RE5E7iIlED 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. A.LYNN MILLER,P.E. SH-5500 NTS 13 OF 13 M D-SH5500-01 B P,E.#68705 CERT.OF AUTH.#29296