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HomeMy WebLinkAboutProduct Approval (3) DECEIVE® MIAMI- ADE SEP 2 0 2019 MIAMI-DARE COUNTY 7 ie County, Permittigat DUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qov/economy PGT Industries,Inc. 1070 Technology Drive (az2%0PY North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(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 AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,-the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DES_CRIPTIQIV:Series_"SH=5500"PVC Single Hung Window^I�_M:I=� APPROVAL DOCUMENT: Drawing No.MD-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.,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 Mir4P7FDAOEcouNTY Expiration Date: July 30,2020 Approval Date: November 30,2017 t 11 gal 17 Page I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-051,9.05) 2. Drawing No. MD-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,Duraseal® 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 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. 16-0714.03) 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 scaled by Idalmis Ortega,P.E. (Submitted under NDA No. 15-0519.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 05/15/15 and 08/29/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under NOA No. 15- 9.05 Manuel er P.E. Product Contro x iner 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(coNTiNuED) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE - 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS(cowEqnD) 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 "SentryGlasg(Clear and White) Glass Interlayers".dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their"Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16,expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 09115116, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition (2014)and FBC 611 Edition (2017), dated June 22,2017,issued by manufacturer, signed and scaled 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 9/19/14, 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 I I S/16 and "5500"PVC Single Hung Window-L.M.I. approved on 08/18/16 and icing on 07/30/20. ManPere Pere P. � Product Conrol E�11 miner NOA No. -0630.05 Expiration Date: July 30,2020 Approval Date: November 30,2017 E-2 ANCHORAGE / �� ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACTRATING EXAMPLE FOR 28-1/8'MAX.O.C./� i"" "', 21-58° FOR ARCH-TOP RADIUS-TOP / 54'MAX.BUCK WIDTH MAX.O.C. HEADER(SIM.FOR ALL VARIES PER REINFORCEMENT LARGE&SMALL MISSILE HEADER(SIM.ALL1FROM /f 30' 1Y MAX. / / WINDOW TYPES) LEVEL,SEE SHEETS 6-7 IMPACT RESISTANT FOR - FRAME SEAM — 4 SHe,SEE �II MAX.O.C. `(f WINDOW TYPES) j. EET3 62-118*MAX.BUCK WIDTH 1 / 10°MAX.FROM SEE SHEETS 1-1/4' J A.SEE F'— --�'� 12'MAX, , FRAME SEAM D,SEE J1, 8&9 I j1 B,SEE ..•30'MAX.D.C. 12•MAX i SHEET 3t FIXED VISIBLE _� SHEET 4 SHEET I LIGHTWIDTH �T B,SEE I►-30'MAX.O.C. _12"MAX. C.SEE . A,SEE. '—' 12'MAX. I I SHEET 3 SHEET 3t ( I FIXED ) SHEETdi 1 EQUALLY I I VISIBLE T A.SEE T— — l 12•MqX. I I / I / T SPACED I / LIGHi 17-7/8'MAX.O.C. SHE! EQUALLY I 17-718'MAX.O.C. ANCHORS PER I I EQUALLY SPACED i l HEIGHT I 17-7/8•MAX.O.C. ANCHORS PER I I TABLES 9-11 I / I / �• I 91.78' SPACED TABLES 9-11 I i / MAX. ANCHORS PER O I O Ii I B4• Q BUCK TABLES 9-11 62' _ ,. BUCK MAX. HEIGHT —r— ; MAX __F_ HEIGHT r BUCK AS SHOWN X 10"MAX.O;C. HEIGHT I 10'MAX.O.C. / X I 10'MAX.IO.C. HEIGHT X I Q (91.78• 4 x! i !r — I I �� —I MAX.) / 13-3/4'MAX.O.C. 1 -_�._._._ •, h ,13-3/4"MAX.O.C. EQUALLY I SASH 1 13-314•MAX.O.C. EQUALLY I I 1 ESPA('Bp I / I % SPACED I VISIBLE I�_ SPACED I`----CHORSPER /// SEE ! ANCHORS PER I ANCHORS PER / LIGHT /ANTABLES 411 I // ' ' SHEETS J / TABLES 9.11 / A \ TABLES 9-11 I HEIGHT A� I JA 8&9 11 \� 6-1n-MAX. i• `6-1n'MAX NO ANCHORS AT SILL �.._' NO ANCHORS AT SILL J 0ANCHORS AT S LL ` ` D�--J 1-1l4' B '\I SEE SILL WEEP- �. 8�—J �SEESILL WEER B I� SEE SILL WEEP- SEE WEEP- +- 54'MAX.BUCK WIDTH NOTCH DETAILS, SASH VISIBLE NOTCH DETAILS, 54°MAX BUCK WIDTH NOTCH DETAILS, NO7CH DETAILS, SHEET3 ` LIGHTWIDTH 8 HEET3 SHEET3 SHEET4 ``�- ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIELIPROVIEW CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN 75"HEIGHT SEE TABLES 411 (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)MUSTTEMPERED. ELEVATIONS......................................................... 1 3)FOR MASONRY APPLICATIONS IN MIAMI-DADS 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 ANCHOR TYPE. INSTALLATION,FLANGE&EQUAL LEGJBOX.....3 4)ALL WOOD BUCKS LESS THAN 1AW 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.1X AND 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......................................... B-10 SHOULD BE SEALED.OVERALL SEALING/FLASHING 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 7)DESIGN PRESSURES: CODES/STANDARDS USED: 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. • 12017 FLORIDA BUILDING CODE(FBC 6TH EDITION 204 FLORIDA BUILDING CODE(FBC),5TH EDITION C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTHE WINDLOADS CORRESPONDINGTO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%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 •ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. -ALUMINUM DESIGN MANUAL,ADM-2015 PRODUCTREVISthe PD paying9)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 B O01g C.�� pie B 10)REFERENCES:TEST REPORTS FTL-7964&7966;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ENERGI WINDOW AND DOOR PROFILES,LTD WHITE&BRONZEILIGHTER •AISC 360-10 nil4i nCock SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSIlAF&PA NDS&ALUMINUM DESIGN MANUAL AaeFrfnnce No 7' O.O�� 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. ��� Y LYN A�'�/i RevJelon: C ra' Uate ` '��O"-,,CEN$F Mimni ade PY'odGst UPDATED TO FBC 2017.-JR- USER INSTRUCTIONS:1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENTFROMASCE 7. 06/06/17 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. *: N0.58705 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN = : *' ® pmeriPpen: prawn By: PRESSURE FROM TABLE548.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW �'1 G �2 Ir/ Q:' 1070 TECHNOLOGY DRIVE GENERAL NOTES&ELEVATION J ROSOWSKI OPENING OBTAINED INSTEP 1. <[/� N.VENICE,FL 34275 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9.11,VERIFY THE ANCHORlSUBSTRATE WILL MEET REQUIREMENTS FOR % • S TE O ((�. DBe: �' YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHE ETSEi ARE MET. �i�((V '•,�CORID�;.••' ?: C 1}-080-1600 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. �j s ""' G�� �Prwcutrezvn ESERVIM �NAIL1,E?� APGTRdUSTRIERIES.INQ se es/MoeeJ: socJe: sneer. prawln0 No. Rev. NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, A.LYNN VICLER,P.E. SH-5500 NTS 1 OF 13 MD-SH5500-01 B INTEGRAL FIN OR EQUAL LEG/BOX). P,E.#58705 CERT.OF AUTH.#29296 TABLE 1:ALLOWABLE GLASS TYPES Frame Glass Frame Frame Glass Description(Elated from Extedor 1n Interior) Dedgn Pressure Types Options Conflgs. Shapes Installation Options that maybe used Type Table# Sheet# (see Fig B) (see Table 1) (see Fig A) (see Fig C) 5 718'Laminated I.G.:1/8'A Exterior Cap+7/16'Air Space+5116'Laminated;(2)Liles of 118'A Glass with.090'PVB Intedayer 4,5 6 6 7/8'Laminated I.G.:1/8'T Exterior Cap+7/16'Air Space+5/16'Laminated;(2)Lite&of 118"A Glass with.090'PVB Intedayer 4,6 6 ....into 2X Wood CMU-Framesheet 3,p-sheet 3,option 1 Equal-Lite, Square/Rett., 7 7/6'Laminated I.G.:3116"A Exterior Ca +3/8"Air Space+5116"Laminated; 2 Lites of 1/8"A Glass with.090'PVB Intedayer 4,6 6 Flange Through the frame ....foto Concrete/CMU-sheet 3,option 2 Cap p () Y 5-16 OriellProaew Arch-Topa of the window.—.. 8 7/8'Laminated I.G.:3/16'T Exterior Cap+3/8'Air Space+5/16'Laminated;(2)Lites of 1/8'A Glass with.090'PVB Intedayer 4,6 6 (#2) a Cottage Radius-Tap ••• - through 1X Buckstdp Into Concrete/CMU-sheet 3,option 3 option 4 9 7/8'Laminated I.O.:118'A Exterior Cap+7/16'Air Space+5116'Laminated;(2)Utes of 118"H Glass with.090'SG Intedayer 7 7 ....into -sheet 3,Buck 2XW 10 7/8'Laminated I.G.:1/8'T Exterior Cap+7/16'Air Space+5/16'Laminated;(2)Lites of 118'H Glass with.090'SG Intedayer 7 7 ....into 2XWood Fremeluckstrip-sheet 3,option 1 Box/ Equal-Lite, Arch'Reel., Through the flame ....Into Concrete/CMU-sheet 3,option 2 11 7/8'Laminated I.G.:3116'A Extedor Cap+318"Air Space+5116'Laminated;(2)Utes of 118'H Glass with.090'SG Intedayer 7 7 Equal-Leg 5-16 OdeUPmtiew Areh-Top 8 12 7/8'Laminated I.G.:3/16'T Exterior Cap+3/8'Air Space+5/16'Laminated;(2)Utes of 1/8'H Glass with.090'SG Intedayer 7 7 (#4) a Collage Radius Top of the window...... ,,,,through 1X Buckstdp into ConeretefCMU-sheet 3,option 3 13 7!8'Laminated I.G.:118•A Exterior Cep+5/16'Air Space+7116'Laminated;(2)Utes of 3/16'A Glass with.090'SG Intedayer 8 7 ....into Metal-sheet 3,option 4 14 7/8"Laminated I.G.:118"T Exterior Cap+5/16'Air Space+7116'Laminated;(2)Utes of 3716'A Glass with.090'SG Intedayer 8 7 Through the ....into 2X Wood Frame/Buckstdp-sheet 4,option 5 Equal-Lite, SquarelRe'L,integral fin...... Into Metal-sheet 4,option 7 15 7/8'Laminated I.G.:3116'A Exterior Cap+1/4"Air Space+7/16'Laminated:(2)Utes of 3116'A Glass with.090•SG Intedayer 7 7 .FChannel P #1 5-6 OriCollege Arch Top 8 ,,,,into 2X Wood Frame/Buckstd sheet 4,option 8 18 7/8'Laminated I.G.:3/18'T Exterior Cap+114'Air Space+7/16"Laminated;(2)Utes of 3118'A Glass with.090'SG Intedayer 7 7 ( ) 8 Cottage Radius-Tap Through the frame P- 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 ....Into 2X Wood Frame/Buckstdp-sheet 4,option 5 815 MAY NOT BE USED IN Equal-Ute, Square/ -integral fin...... ,,,,into Metal-sheet 4,option 7 Min.Edge Min. Integral Fin Group Anchor Substrate THE HVHZABOVE 30'. 5-8 Oriel/Prrniew Arch-Topa ,-„into 2X Wood Freme/Buckslri sheet 4,option 8 Distance Embedment ( ) a College Radius Top Through w the frame P- P P.T.Southern Pine(SG=0.55) 7/16” 13/8" of the window into Metal-sheet 4,option 8 #10 SMS Steel,A36• 3/8' 0.050' 'MIN.OF 3 (steel,0 S.S.S. Steel Stud,A653 Gr.33' 318' 0.0451' 18 Ga.) THREADS or 410 S.S,) ( BEYOND THE FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES •q•=ANNEALED A Aluminum,6063-T5' 3/8" 0.050' METAL "Hn-HEAT STRENGTHENED P.T.Southern Pine(SG=0.55) 7/16' 13/B" SUBSTRATE. O O 'r=TEMPERED 3/16"steel Ultraeon COOCrete(min.2.85 k51) 1' 1.3/9" 'UNGROUTED BY KURARAY AMERICA INC. Ungrouted CMU,(ASTM G90) 2-112" 1-114" CMU'VALUES P.T.Southern Pine(SG=0.55) 9/16' 13/8' MAY BE USED -SG-_.090•SENTRYGLASO #12 SMS Steel,A36' 3/8' 0.050' FOR GROUTED j J-CHANNEL INTEGRAL FIN INTERLAYER BY KURARAY (steel,18-8 S.S. CMU j AMERICA,INC. or 410 S.S.) Steel Stud,A653 Gr.33' 3/8" 0.0451'(19 Ga.) APPLICATIONS. O O B Aluminum,6063-T5' 3/8' 0.063' EQUAL-LITE ORIEL COTTAGE 1/4'steel Ultrecon P.T.Southern Pine(SG=0.55) 1" 1318" 1/4'steel Creteflex P.T.Southern Pine(SG=0.55) 1' 13/8" FIGURE C:FRAME SHAPES 1/4'steel Aggre-Gator P.T.Southern Pine(SG=0.55) 1' 1.918' —.--BUCK WIDTH I-+--►BUCK WIDTHBUCKWIDTHfF FLANGE BOX OR EQOAL-LEG 114'steel Ultmcon Concrete(min.2.85 ksi) 1" 1.3/4' I--•-- C Ungrouted CMU,(ASTM G90) 2-1/2' 1-1/4' ' 1/4"steel Creteflex Concrete(min.3.35 ksi) 1" 13/4' x _ le Mia Fy Min.Fv c7 Steel Screw 92 ksi 120 ksl 114'steel U(tracon Concrete(min.2.85 ksi) 2-1/2' 13/4• w _ 18.8 Serew 60 ksi 95 ksi 1/4'steel Creteflex Concrete(min.3,35 ksi) 2-112 1-3/4" x x = r / w 410 Screw 90 ksi 110 ksi D Ungrouted CMU,(ASTM G90) 2-112' 1-1/4" m m �/ J m // -'= Elco Aggre-Gator® 57 ksi 96 ksi 1/4'steel Aggre-Gator Concrete min.3.275 ksi 1-1/7 1-3111 1 1 y j 1 Elco UltreCong 155 ksi 177 ksi Grouted CMU,(ASTM C-90) 2' 2' 1. 1 1. 1 1 410 SS Elco CreteFlex® 127.4 ksi 189.7 kal RECTANGULAR RADIUS-TOP ARCH-TOP 6063.75 Aluminon 16 kei 22 ksi WINDOW SHAPES AS ABOVE O)2 SIMILAR ARE APPROVED.SHAPES MAY BE USED A36 Steel 36 kei 58 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 1 33 ksi 1 45 ksi as complying with dw FlarM. Group Anchor Substrate Min.Edge Min. AND ANCHORAGE FORTHAT BLOCK SIZE FROM THETABLES ON SHEETS 6-10. Building Code Distance Embedment I r geceptenca No�7-LYo D•�j_- \�� /7� Revision: pE 2-1/T x.131"Common Nail P.T.Southern Pine(SG=.55) 318' 2-7116' �� NY LYN/t/2-1/2"Ping-shank Roofing Nail P.T.Southern Pine(SG=.55) 318" 2-7/16' � t . y10ENS '. ( ANCHORS RE-GROUPED. A4aeProducl P.T.Southern Pine(SG=.55) 1/2" 1318^ Q-:' •.?� -JR-06/06/17 #10 Trusshead SMS No.58705 Aluminum,6063-T5• 318' 0.050" (steel,18.8 S.S. Steel Stud,Gr.33• 3/8' 0.0451"(18 Ga.) — = Description: Drown Byr or 410 S.S.) O F Steel,A36* 3r8• 0.050• 6 �2 � 1070TECHNOLOOYDRNE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI •MIN.OF 3 N.VENICE,FL 34275 P.T.Southern Pine(SG=.55) 9/16" 13/8' O S 1E O lV nue, Dote: #12 SMS THREADS �'n F<ORIOP.••' \�: (9411600 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 Aluminum,6083-TS' 3/8" 0.063' BEYOND THE �t�s•'• �� (steel,18$S.S. Steel Stud,Gr.33' 3/B" 0.050" SUBSTRATE. �METAL ���/S�OlVA1-�'NG PGTINDUSTRIES.INC. Sertea/Modeh Scab: sheat.. Drowing Na. Ren. or 410 S.S.) l i1 I 111 &L aarrts FMMRVm Steel,A36' 319" 0.050" q.LYNN6 LLER,P.E. SH-5500 NTS 2 OF 13 MD-SH5500-01 B P.E.#Se7o5 CERT.OF AUTH.#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'I — EDGE DISTANCE SEE NOTE 2,THIS SHEET. EMBEDMENT ANCHOREDTHROUGH EMBEDMENT FRAME INTO 2X WOOD 114'MAX SHIM 16 1/4"MAX SHIM FRAME OR BUCKSTRIP. �— SASH VISIBLE 17 I EDGE SEE NOTE 2,THIS SHEET. EMBEDMENT .� �� 18 LIGHT WIDTH ❑ EDGE DISTANCE FLANGE FRAME DISTANCE _ _• a SHOWN " 44 BALANCE TYPE VARIES TYP.ANCHOR LJ� El SHIM MAX 7YP.ANCHOR TYPE, 42 WITH SASH o TYPE, SHIM WEIGHT 54 EMBEDMENT EMBEDMENTAND TYP.ANCHORTYPE, EDGE R 30 AND EDGE 2 EDGE I�Q a EMBEDMENT AND EDGE DISTANCE PER LIf 31 EDGE DISTANCE SUBSTATEER O DISTANCE PER SUBSTRATE, SUBSTRATE, •• n �7 ' SEE TABLE 2,SHEET 2. SEE TABLE 2,SHEET 2. o EXTERIOR I ,�I I •' DISTANCE SEE TABLE 2, 18 87 L\v IILI7 ,.a SHEET 2. _I FIXED VISIBLE 4 FIXED 19 20 1 OPT.SASH TOP FLANGE --I LIGHT WIDTH. EQUAL VISIBLE J LIFT RAIL FRAME I 2 _ LEG/BOX LIGHT NOTES: SHOWN I BUCK WIDTH FRAME HEIGHT FOR ALL WINDOWS: SHOWN i 1 ANCHOR@3.55' HORIZONTAL SECTION A-A I 48 FROM END AND AT 1)USE ONLY 49 21 CENTER. . SUBSTRATE-APPROPRIATE 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. 72EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 2,SHEET 2. 0 9 ADDADDITIONAL INSTALLATION OPTION SHOWN MAY SCREWS @16-3/8'14 45 46 47 O BE USED ON ANY SIDE OF THE 35 FROM END. WINDOW. 114"MAX. FOR WINDOWS WITH o50 SHIM #10 OR#72 STEEL 114'MAX, BOTTOM LOCKS: BUCK I O � 16 2)MASONRY ANCHORS MAY BE � SELF-DRILLING � � SHIM HEIGHT SCREWS @ 8.3/8" USED INTO WOOD AS PER TABLE 2. SMS(G5),SEE 85 T— FROM END. SHEET 2.ALL WOOD BUCKS LESS ❑ TABLE 2, D❑L� 30 THAN 1.1/2'THICK ARE TO BE SHEET 2. SASH CONSIDERED IX INSTALLATIONS.IX EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS I� 16 DEPICTED AS 2X ARE 1. I r� 86 USE EITHER OR GREATER.1XAND 2XX BUCKS �l hull OPT. LATCH OR (WHEN USED)SHALL BE DESIGNED L� BOTTOM LOOK. TO PROPERLY TRANSFER LOADS TO FLANGE EQUAL Q INTERIOR 81 31 30 65 64 'TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME a LEGBOX WEEP LOCATION:6-5/8' DESIGN AND INSTALLATION IS THE SHOWN I FRAME NOTCHES AT 80 FROM SASH END. RESPONSIBILITY OF THE ENGINEER o SHOWN EACH END. OR ARCHITECT OF RECORD. EXTERIOR 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION TL INSTALLATION 8 (ALSO REFERRED TO AS DAYLIGHT OPTION 4 `� OPTION 4 PRODUCT REVISED 67 OPENING)IS MEASURED FROM B6 Bcump,uilding odwithIIIcFIa[fda BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH Building Cod4P1o1dI-ctj,,'EQUAL-LEGBOX 1l4"MAX SHIM FRAME INTO METAL FRAME INTO METAL AceeptenmFRAME SHOWN ❑ 1 I l t l 11/ Ex irai o �pN ..NMy�� Rovfal-n: 8Y�. �,1CSF'•.�� Miam Dadb. .27'X 1.25' .' NO ANCHORS % WEEPHOLE REQUIRED IN VISIBLE LIGHT FORMULAS _*: No.-58705 •� WlCOVER(� 38 .• �. '' FLANGE OR = •: 2.87'FROM e. EQUAL-LEG WIDTH — ® Drawn 8y:, EACH END, FRAME SILLS @SASH:BUCK WIDTH-6-112" —_ / t�J DascnpHon: @FIXED LITE:BUCK WIDTH-4318' �� •', b 77^.,�` 1070 TECHNOLOGY DRIVE FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI �O�'., ST TE OF !L N.VENICE,FL 34275 Oatc HEIGHT(EQUAL-LITE) '•.;`.[ORID?.••'-\�.� (941}480-160o SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 VERTICAL SECTION B-B BUCK HEIGHT/2-3-15/16" %;rS/0 �C1� � coPvmcNromt7 x/'1111111 ��� PW INDUSTRIES,ING. Serfes/Model: Scale: Sheol: Oawrng No. Rer. N MILLER A.LYP.E. ALL RICIMS RESERVED SH-5500 NTS 3 OF 13 MD-SH5500-01 B` N , ' P.E.#58705 CERT.OF AUTH.#29296 INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO ZX ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT WOOD FRAME OR BUCKSTRIP.SEE INTO 2X WOOD FRAME OR �- EDGE DISTANCE Fes- EMBEDMENT NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHE ANCHORED THROUGH INTEGRAL ET. FIN INTO 2X WOOD FRAME OR O1/4'MAX SHIM 114'MAX SHIM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 16 SHEET. SASH VISIBLE NP.ANCHOR TYPE, 17 J-CHANNEL EMBEDMENT AND EDGE (,� 18 LIGHT WIDTH a FRAME DISTANCE PER SUBSTRATE, fU7 SHOWN O SEE TABLE 2,SHEET 2. - --� o (SCREWSHOWN) 44rBPALANNCCEB - �O EMBEDMENT 11/4'MAX SHIM 42 WITH SASH o EDGE WEIGHT 54 30 TYP.ANCHOR TYPE, DISTANCE EMBEDMENT AND EDGE Q 31 DISTANCE PER SUBSTRATE, L n Q SEE TABLES,SHEET 2. CJD o EXTERIOR n\ ANCHOR TYPE, INTEGRAL EMB 18 (NAIL SHOWN) 87 (�\ EMBEDMENT AND EDGE 1 3 11VV\\ O _I FIN DISTANCE PER SUBSTRATE, FIXED VISIBLE FIXED 19 20 1 OPT.SASH TOP 'I LIGHT WIDTH FRAME SEE TABLE N SHEET 2. VISIBLE J LIFT RAIL J-CHANNEL 1 SHOWN (NAIL SHOWN) FRAME LIGHT FORALLWINDOWS: NOTES: SHOWN HEIGHTBUCK WIDTH 1 ANCHOR.@ 3.55" 48 FROM ENDAND AT 1)USE ONLY as �0 HORIZONTAL SECTION C-C 21 CENTER SUBSTRATE-APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 OVER 36'WIDE: OF SHEET 2.FOLLOW EMBEDMENT 1/4-MAX DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. ADDAD72 - AND EDGE DISTANCE LIMITS.ANY MAYBE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES.TABLES 2&3,SHEET 2. v SCREWS @16.3 L SHIM 45 46 47 SCREWS Q°16.3/8' INSTALLATION OPTION SHOWN MAY 14 95 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. BUCK ° BOTTOM LOCKS: #10 OR#12 STEEL �( 1/4'MAX. HEIGHT 50 D 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAYBE SELF DRILLING I SHIM 11:2SCREWS @ 8J18' USED INTO WOOD AS PER TABLE 2, SMS(GS),SEE I 85 FROM END. SHEET 2.ALL WOOD BUCKS LESS TABLES 2&3, ❑n—. 30 THAN 1.112"THICK ARE TO BE SHEET 2. D SASH CONSIDERED IX INSTALLATIONS. EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLYTO HEIGHT USE EITHER SUBSTRATE.WOOD BUCKS LATCH(SHOWN) DEPICTED AS 2X ARE 1-1/2'THICK yy OR BOTTOM 86 1— 16 (W GREATER. H AND 2X BUCKS ❑ OPT. LOCK(SHEET 3). WHEN USED)SHALL BE DESIGNED (2)1' 81 30 65 TESTED UNIT ( Q: FIN AND/OR Q 63 TO PROPERLY TRANSFER LOADS FLANGE REMOVED INTERIOR 31 LOCATION: END TO THE STRUCTURE.WOOD BUCK n WEEP FROM SASH END. DESIGN AND INSTALLATION IS THE uD�o IN-FIELD �D�o NOTCHES AT 80 RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN EACH END. NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN REQUIRED IN FRAME EXTERIOR INSTALLATION 7 SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION O THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 IDOPTION 8 PRODUCT REVISED OPENING)IS MEASURED FROM ANCHORED THROUGH FRAME INTO METAL CO1XPIYin61+'f1h Ila Fkridn 1f4'MAX ANCHORED THROUGH Build INTEGRALFIN OO� SHIM BEADING TO BEADING. `11111III!fr///INTEGRAL FIN INTO METAL (INTEGRAL FINIFLANGE REMOVED) A—pWnwTio t� c I E iretion Da. FRAME SHOWN o �v�Q ......... iReNelon: '() i .27'X 1.25'WEEPHOLE \ 36 WICOVER@2.87' �IrC1�,•'' LICENSE /((�1�i ddYimni edeP FROM EACH END. VISIBLE LIGHT FORMULAS _* No.56705 TYP.ANCHOR TYPE, EDGE DISTANCE WIDTH _,� �+ KID EMBEDMENT AND EDGE a°W^BY DISTANCE PER SUBSTRATE, @SASH:BUCK WIDTH-DTH- 6 '� Oesafp0on: SEE TABLE 3,SHEET 2. —.-1 EMBEDMENT @FIXED LITE:BUCK WIDTH-4.318' %Q STATED •�� 1070 TECHNOLOGY DRIVE J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) 'n - � N.VENICE,FL 34275 HEIGHT(EQUAL-LITE) %�s•'• ORIDP,.••'�[��� (941}4Bp,1600 n0ev Dow. INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK HEIGHT/2-3.15/16 �'��S,�ONAL E�G�' °„7,p,7 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ANCHORED THROUGH INTEGRAL FIN !l111 I I 111111 Iffw0us7T&s 1.7. Serfee/Model: Soole: roning No. Ror. INTO 2X WOOD FRAME OR BUCK- A.LYNN MILLER,P.E. "`Lp1O1751 ° SH-5500 NTS She4at• DOF 13 M i -SH5500-01 B STRIP.SEE NOTE 2,THIS SHEET. P.E.#58705 CERT.OF AUTH.#29296 718•NOM. �— —�-{ 718"NO �— --�{ 718"NOM. 7/8'NOM. 7/6'NOM. 5/16"A/A PVB 5/16"A/A PVB I 5/16"A/A PVB I 5/16"A/A PVB 5116"H/H SG 7/16"AIR SPACE 7116"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 7/16"AIR SPACE 1/8"A GLASS--\ 1/8"T GLASS 3116"A GLASS 3116"T GLASS 1/8"A GLASS aEXTERIOR a EXTERIOR I� a EXTERIOR a EXTERIOR a EMERIOR 76-79 78-70 76-79 TB-79 78.79 GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7' GLASS TYPE 8 GLASS TYPE 9 —�{ 718NOM. 7/8'NOM. —� 718"NOM. 7/8'NOM. 718'NOM. 5/16"HM SG I 5/16"'H/H SG I 5/16"HM SG 7/16"AIA SG I 7/16"A/A SG 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 5/16"AIR SPACE 5/16"AIR SPACE 1/8"T GLASS--\ 3/16"A GLASS 3/16"T GLASS 1/8"A GLASS 1/8"T GLASS GJ EXTERIOR G1 EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR E3_ 76-79 76-79 76-79 76-79 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 718"NOM. 718'NOM. �+- 7/16"AIA SG 7/16"A/ASG I 1/2"NOM.GLASS GLASS TYPES 9 THROUGH 1/4"AIR SPACE 1/4"AIR SPACE 76-79 BITE TYP. 116 MAY NOT BE USED 3/16"A GLASS 3/16"T GLASS WITH J-CHANNEL OR 72 74 INTEGRAL FIN FRAMES a EXTERIOR a EXTERIOR im 31 ' GLASS TYPES 5.7,9,11,13 78,79 7s-79 &15 MAY NOT BE USED IN EXTERIOR 75 • THE HVHZABOVE W. PRODUCT REVISED GLASS TYPE 15 GLASS TYPE 16sc plyi gwnth ftFlorida Ba La g cox 1 3 38 30 t 11 I I f l 1I Acceptenas Ne / 9• J RwWon: irotion Dote /� .` KAON.•• NN!t1j ', BY ^ � �;.•' 110ENSF•.�� i bfi 1 ade Product • o *.:• No.58705 _ • •". GLAZING NOTES: _ /„ - ® Drown W. 'A'=ANNEALED --p ;L.�Z�- Dascnptton: TYP.GLAZING DETAIL 'H•=HEAT STRENGTHENED =7� •, 6 I�2 I a� 1070 TECHNOLOGY DRIVE GLAZING DETAILS J ROSOWSKI 'T"=TEMPERED ® �'•- Si TE OF N.VENICE,FL 34275 Dato: 'PVB'=.090'TROSIFOL PVB BYKURARAYAMERICA,INC. (� '•. ORIDP•.•-' �� (941}-086.1600 rtra: SG"=.090•SENTRYGLAS®BYKURARAYAMERICA.INC. ���s .... G�, SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 S/0NAL E\01 m ws�ir1 FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. I I I r I 1111 t Serles/Modab Scale: Sheet: Growing No. Rer. A LYNN MILLER•P.E. �"OMfeD SH-5500 NTS 5 OF 13 MD-SH5500-01 B P.EA 58705 CERT.0F AUTH.1729298 TABLE 5: TABLE 6: TABLE 4: ale�7ype Dot=Snh a OI..Typo. DeaIgn Pressure,Ib9R72 a Om.dplatslr peen smhHebht Design Pressure,IbsRt Otar Type. Design Pressure,Ib9Rt: s,4 Tat R.Iet La 1 Ra ®WNdwv R.-6.) Window Buck W4h 6n B,T a e +1-50.0 R. Woo shwa u m4B 57.256 +65.01-70.0 Rui.1.L. Ds Epuwt. 11.304 +415.0 -ro.0 •85.0 -70.0 Relnt lw.l R7 Ftaell window&sash 11261 SI.Mud Cdtp 14.517-15.870 .BSO -70.0 •65.0 -.70.0 AS For.11 vAMvw eM sesh.i[as �& EOwHite 71.583•14.510 .05.0 JOO +65.0 -70.0 SEE TABLE 9,SHEET 8 FOR slaMara Pmkw 11.377.11.5°7 +m.0 -760 +65.0 •70.0 SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. Tdl..l x517.25.260 +65.0 •70.0 +416.0 -70.0 ANCHOR GROUP AND QUANTITY. StwWwd CAta9e 21168.-7].510 .650 -70.0 .85.0 •70.0 37.375 Egl$4!a 17.517-2°957 4950 _70.0 +e$O -70.0 SbMeMPmleW 14.517-31.510 +850 70.0 +BSA .70.0 sh.dml 11.377.14318 .65.0 •70.0 +65.0 -70.0 Te6est 27.563-71.811 +85.0 -70.0 .85.0 •70.0 Cult-She 21517-27-W +65.0 •T0.D .85.0 70.0 Standard Coeap 21517-20.518 +850 -70.0 +65.0 70.0 OHEADER sa EtrmlAW 26517-23.518 •65.0 -10, +65.0 10.0 O HEADER SuMmd Pwie 17.517.2051° 400 -MO •65.0 .70.0 23 C t_Slc. 14.517-3151e -65.0 -7ao •05.0 70.0 23 swell 17.377.14510 +650 -70.0 +85.0 -70.0 Tab l 31.583.35911 +850 -Me .85.0 •70.0 StWard CalKe 76.517-31582 +BSO .70.0 +859 •70.0 O E4wwle 20.517-28.518 +030 -70.D .85.0 •70.0 e 0 MEETING RAIL 441 stamam vmJ.w 17.st7.0.s15 +&O .70o .65.0 .70.o O MEETING RAIL a.lm0xe 14.517-17.518 +650 -70.0 +BSA -70.0 28 D 0.1unsh. 12.517-14.515 .66.0 •Tao -0 70.0 27 ° 5W.1 11.377.12518 +65XT 0 .70.0 .650 -70.0 EXTERIOR EXTERIOR -- Talb.l 33.2°8-37338 +8&0 -700 +85.0 .70.0 £ II Slydwd Cdtapv 20.517.37207 4850 -70.0 +859 -70.0 V � 23 Ew•14H. 23517-28.510 1850 -70.0 1•55.0 760 P3 JAMB 49.825 C tO ,91ce 21.517.21518 .65.0 -10.0 +85.0 -10.0 JAMB sw.M PmAew 17.517-M.Bte .85.0 •70.0 •65.0 •70.0 EXTERIOR SASH Ctotan see 14.517-17310 +B50 -Tae •Me .70.0 FMERgR SASH a HEIGHT onsan she 12517-14316 .650 -7ao .650 .70.0 HEIGHT SXerlml 11.377-12510 +85.0 -70.0 +85.0 70.0 Twb l 38517-41.644 +05.0 -Tao M.0 •70.0 Q stm wd COBap 31.517.36.518 +85.0 -70.0 .65.0 .70.0 O 23 ERwuB. 23. 7-313m .es0 -70.0 166.0 70.0 23 Sea dPmJaw 21517-29.510 +05.0 -Tao .65.0 .70.0 SILL O 417 Cmmmsh. 2°611.0.516 .65.0 •70.0 +65.0 1.70.0 SILL D Cmmm She 17.517-20.518 .05.0 1•70.0 1+65.0 .70.0 Custom She 14.517.17.518 .050 .70.0 1 S.O 68.7 c-mmm - she 13. 1.14.s1e .eso -7610 +8610 676 Shwmt 11.054.13.01E +850 70.0 +65.0 %5 0 TMw 39.517.41.844 •850 .70.0 +65.D •70.0 0 o Cmtem she 38.51 -39.518 165.0 •70.0 .85.0 -70.0 EµaHH. 35.517.38.575 +050 •70.0 +B£0 -70.0 75 g tmshe 32.517.35518 +650 -70.0 +65.0 -70.0 SECTION DETAIL FOR WINDOWS WITH Stable dPm&ew 29.517.32.510 +e5.0 .70.0 +65.0 .70.0 1 SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT&GLASS TYPES 5,6,7&8 QelanSit. 26.517.29.510 +030 .70.0 .65.0 47.3 LEVEL R2 REINFORCEMENT&GLASS TYPES 5,6,7&8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE 6!1031..1 26.610.20516 .0.0 •70.0 .67.0 to.s (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES& E@clJlLt 3e.s1m .050 -70.0 +es.o -7ao APPLY TO ALL FRAME TYPES& CONFIGURATIONS) 414 Qalems¢. •MO •Talt + O 47.3 CONFIGURATIONS) sMard PmJaw 3101 +650 -7ao .B50 46.5 PRODUCT REVISED T.Iba1 "- -BSO -70.0 + O 68.5 a3--plying with the Floridq SEE TABLE 10,SHEET 9 FOR ANCHp OUP AND QUANTITY. - Building Cade "MIN.SASH HEIGHT=WIND tµbU IdMT 50.136 A"m�t'oe No ' E r Dalc ��ll[lJJ ...... • ENSE' Miami 6da Product * No.58705 NOTES: `"• ® dam 1)USE THESE TABLES FOR ALL WI NOOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. .(�•'• S TEO I�'•���; N.TVENICE.FL 3az750 TECHNOLOGY DRNE DESIGN PRESSURE TABLES J ROSOWSKI ��(mss''• 0RIDP,.•'G��`� (941}180.1600 Rhe: ��: 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. ��v S/ONAL SINGLE HUNG WINDOW INSTALLATION LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN !J l l l l l I 1 111111 POT STFUE 1e'k- SedettlM d 1. Scaler: Sh..6: 07adep No. Rev: ON THE TABLE. A.LYNN MILLER P.E. ALLwaR7a RESERVED SH-5500 NTS 6 OF 13 MD-SH5500-01 B P.E.d 58705 CERT.OFAUTH.R29296 1 TABLE 7: TABLE 8: ours ryp• Bdf•m gya6 De*i nPre...M,McMD cusa Tro• Baltom assn ,.] 91$-84 i9 Otudy7on brphtn Sash fl•ght 9 7381{ Ot90dpVM for 91-'*T BBap 1181176 D@sl9n Prlx6an @gni Wort L•WI ReIge0 Wedow Rargn Oa) WU Buak WWOO ROInLL•vei Romp.a wirdaw RanW Ont WIn4gYSlck{YId04N 3 Negnt Stwn UPb40 0.8 52125 54 7 Hdpm Shaer 18 24 1 32 38 40 18 1 52125 54 0 235 Equaw. 11,394 +70.0 14VIA 1+78.0 1-110.0-70.0 1410.0 470.0 1.110.0 235 EWdi6e 11.394 70.0-110.4 -?me•110.0 -70-01-110.0 -70.4-110.0 -70,01-110.0 -X01-110.0 +70.0-11mu.70.01-110.0 SG1Iked C*ttpa 14.517-15.870 +70.0 1,10,01-70.0•110.0 +70.0-170.0 •70.4 1.110.0 SlenOartl Cotlepe 1!,517.15,870 70.0-110.0 «70,0-710.0 70.0•1740 70.0-110.0 +70.01-110.0 .70.01-110.0 70.0-110.0 •70.0 •110.1 28 EDUddik 11.533-14.616 -70.01410A +70.0 410.0 170,9-010.0 +70.01-110,0 26 EOuaid• 11583-14.553 -M.0.-119.0 470.0-150,4+740-110.4 •73.0 410.0 •74.0-1/0..0 470.8-110.0 170.0-1540 •70.0-110.4 Standard Prarew 11.377.11.562 4700.-1100. •70.0-110.0 •70.0•1100 -7010 -110.3 8lanaald Pra4ew 17.377-1,.582 +70.0-110.0 70.0•110.0 700.-110.0 70.0•110.0 •70.0 -1700. 110.0-170.0 •70.0•110.0 •70.0 -170.0 O Tailaat 21517.25.288 -740.-7144 +70.0-IIS0+70.0.110.0 +70.0-1140 Tallest 23.517-15.286 -70.0.110.0 •70.0-110.6 •700-110! •700.-110, •740-1to4 +7010-110.0+70.0-120.0 -70.0 Alm() HEADER S.2L,dCgCode 20.956.13.510 .M.tl 4100 •700..110A +70.0 -1100 Me .110.0 Sladam Codes. 20.958-23.610 70.0•110.0 70,0-110,0 •70.0 410,0 •770-1100. 70.0-110.0 •740-110.0 •700.•110.0 .Imo -170.0 37.575 _W.144e 17.517-20.957 +70,01410.01+70.0-110,0 +70.0•110o +700.-10&0 37.375 Eaud44e 17.517-20957 -M.0 410.0 •70.0-Jlmo -no•110.0 •749-11&o •70.0 1-110.0 -70.0-H7o •70.0-110.9 •70.0.109.0 25 Stendad Praiow 14.517.17.516 17me 1-7700. -70.0 Aide +740•1100 +701 -110.0 $1-dow NW. 11,517-17516 •70.0-110.0 •70.0 110.0 70.0•110.0 •70.0.110.0 •70.0•110.0 •70,0-110.0 70.0-510.0 •70.0-117o 61-6861 11.36,.14.518 +70.0 1410.0 +70.8 4101 +70.0•107.0 .70A•1030. Shorleet 11377-14.616 Me•110.0 •70.0 -110.0 •70.0-110.0 .70.0-110.0 .70.01-110.0 •70.0-170.0 •70.0-107.0 •70.0-,D3.0 Tdio-dt 27583.31.911 0310 1.110.0 +70,0 49.0 •70.0 -83.0 +70.0 -90.0 Taiiet 27.583-31.911 -7mD•110.0 70.0-110.0 «70.0-time .70.0-110.0 •?me-110.0-70.0 -09.0 •700 -031 loo -00.0 C.-St'. 26.517.17.562 +70.0 1410.0 +740 1-110.0+70.0.110.0 -70.0 41ei) Custom Sae 20.517.27582 •70.0-110.0 -70.01-110.01•70.0-110.0 +7D.o-150.0 Imo-110.0 •70.0-Ilgal•n.0 time .70.0-110.0 SWdvd Co6>ge 21517-26,5/6 +7pA-110,0 774-time •70.0-7104 +70.0 410.0 Standard CoOape 23.517-25516 -70.0-110.0+70.0-110.9 -me-110.0 -70.0-110.0 -70.8-lime .7oA-740.0 MEETING RAIL •70.0-,10.0+TOA-110.0 � 40 E.M44• 20.517-23.516 -700 -1100. -70A•110,0 •700•110! +MS -1100 N EpOdd6e 20,617-21516 -70.0 410.0 70.0-110.01460-110.01•70.0•110.0 •70.0 -1100 •70.0-110.0 110.0-110.0 •70.0-110.0 27 p SWtlad Pvhew ,2517-20.518 .TQ.a•110.9 +70.0-110.0.70.0-150.0 +70.0•1100 Staudam Prmiaw 17.517.20,5!6 -70,0-1140.70.0-110.9 -70.6-1170 •70.0-110.0 -70.0-110.0 -770-110.0 -70.0•116.0 +70.0-11o.0 Custam We 14.517-17.516 +70.0 410,0 +70.0•110.0 +70,0•110.0 •70.0•1140 Custom Sae 145!7.17415 •70.0-110.070.1•110.0 •10.0-110.0 .70.0•110.0 -no -1140 •70.0-110.0 •70.0-110.0 •70.0-1100 EXTERIOR SMdeat 11.377-14.518 -70.0 4100 -70.0.110.0.Imo 467.0 •70.0-1030 Sbum it 11.377.14,515 70.0-110.0 +70.0-110.0 1-Me-110.0 •70.0-1140 -79.0-110.0.7ma•110.3 770 407.0 .70.0-173,0 TOM 31.683-35.911 -704-110,0 •70,0 490. •700 •93,0 •70.0 •"A Tonal 31,583-35.011 +70.0•110.0 •70.0•110.0 .70.0-110.0 -70.0-110.0 70.0-1100 +70.0 9AO •70.0 93.0 •70.0 90.0 Stmtad conge 24517-31.582 +70.0 410,01.70a-1101-70.0 4100 +770 410,0 Stxnavat Code" 26,517-31.582 -70.4•110.4+700--105 •70.0-time 700.-110.0 -70.0-210.0 •70.0-150.0 •70.0 410.0 70.0-11Ao IAMB 25 EWdt4e 20.517-26.518 •70.11-110.0 •70.0•110.0 +70.0-110.0 -70.0•110.0 EOudtV• 20,517.28518 70.0-110.0 •70.0-,10.0 -70.0-110.0 •79.0-710.0 70.0-110.0 70.0-110.0 74.0-170.0 110.9-1140 48 Slaond Prwbw 17.517-20.516 +70.0•110b •700•110.0 -Me-Slam *Me 410.0 43 Sumdam PrOtmw 17,517-20418 •70.0-110.0 +M!-110.0 •700-110.0 70.0-110.0 +700.-110.0 •7aa-110.0 .70.0-1/8.0 •70.0-110.0 EXTERIOR SASH Gabm Sire 14.617-17.510 .70.0•110.0 +70,0 410A +70.tl 410.0 +70.0 -110,0 Custom Sae 14.517-17.515 -70.0-110.0 -70.0•110.0.700-110.0 -70.0 410.0 .7aa -110.0 70.0-710.0 •70.0•110.0 •70.0-110.n � HEIGHT twtamsae 125n•14.516 +70.0•110.0 •1010-110,0 •m.a-11ao I 1310 .110.01 00010008 12.50-14416 70.0 410.0 +70,0-1700. -79.0-110.0 7o.v 4100. .70.0 1-1100 -7oA-nDA 70.0-Hao -n+0 ao .0•1100. SECTION DETAIL FOR E SMOeat 51.377.12516 4704 -110.0 +70.0-110,0 +70.0-110.3 +770.110.0 Sianesi 1,.377-12518 4704-110.0 •70.0-1 74 10.0- 0-1770 -7oA-110.0 +70.0-110.0-70.0-110,0 -710-time •70.0-1,40 Ttllat 3120-37,53d +70A•110.0 70.0 49.0 Te11ts1 330.08.37.530 •700.•110.0 7D.0•1108 •70.0•710.0 70.0-110.0 .70,0-time •70.0 emo •70.0 93.0 •70.0 0.0.0 xS WINDOWS WITH Q st.rdeaca6�e zam7-32sor -70A 410.0 410.0 4170 •70.0 470.0 +70.0-710.0 s samamcopxpe 26.517-33.207 .7oA-11o.a .70.0-n4A 1700-170,0 70.0-5108 •ra,a-0010 7ao 41o.a /0.o-11o.n •ro.a-110.0 LEVEL 6,3 REINFORCEMENT 25 EOudd6e 21517.26.518 700.•110.8 •70.0•170.0 +70.0 Mae -700 AlmD Eau"!. 23,517-26.516 -70.0-limo .700.-170.0 70.0-1140 •70,0•1104 70.0-110.0 -?me•110.0 •70.0-110.0 70.0-110.0 &GLASS TYPES ME P.eta-Sae 20.517-21SIS -70,0 4100. 470.0-110A one•110.0 +700 410.0 Custom Sae 20.517-23510 +70.0•110.0 70.0-ilmo •70.0-t14Q -70.0 410.3 •70.0-1146.70.0-1104 •70.0-110.0 701-110,0 4 SWdard P-te* 17.517-20.516 70.0 .110.tl +70.0-110.0 +70.0•110.0 +70.0.110,0 10.G25 sulnam PrOAa 17,517-20518 «70.0-1700. 70.0•110.0 70.0-110.0 -70.0-1140 •70.0-170.0 70.0 AMC •70.0-110.0 +70.0-time SILL Clsbm size x517-6,.518 4700.4100. +70.0-1/0.0 *7aa-170.0 -7aa-110.0 Cuslameaa ,4.617-SZstb 70.0-110.0 •70.0•110.0 70.1-110.0 70.0-11OLD +to.o•11711 -70.0 410.0 •ro.D 410.0 -raa-119.4 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY Cuabm Size 12017-11516 4701-1100. 470.0-110.0 +7ao•110.0 4310-110.0 Cuslom sloe 12.517-14 416 •70.0-110.0 7ao-010.0 70.0-110.0 +70.0-11mo •7ao-110.0 70.0-110.0 +70.0-110.0 +TOA-110.0 TO ALL CONFIGURATIONS) 54nbat 11,3 7 7-12 518 +70.0 410.0 -70.0-1100..70.0.110.0 .70.0.110.0 Shan t 11.377-12318 -704•1170 -70.0-1110 -70.9 1-110.0 70.0-110.0 70.0-111.1•700.AMC -70.0 410.01 470.0 4101 Tdbl 9&517-41.644 +70,0 •110.3 +70.0-110.0 •70.0-110.0 -10.9-110.0 780091 36.817.41.646 .70.0-110.0 +70.0-110.0 70.0•110.0 •70.0-11x0 470.0-110.0 +70.0-110.0 •700.-1101 70.0-105.7 Sta ded Congo 35517-36.518 -MA-1104 +70.0.1100. .70.0•110.0 1«70.0 1-110.0 Standam Cotape 31.617-36.510 •70.0-110.0 -700.AMC +70.01-110.0 •70.0.150.0 .7&o-119.0 +7oA-1100. •70.0-10&8 •780..103.0 0 EWd-Ola 28.517-31.516 +70.0 Alma -70.0.110,0 .70.0•110,0 .70.0 1.110.0 EDuaHB• 16.517.31.510 +70.0-11x0 .70.0•1101 +70.0-1100 •70.0 -110.0 •70.0.114o •708-HOA •70.0•1117.9 •70.0-,024 SUlnded Pladew 23.517-20.516 4310-1 10.0 +70.0-110.0 .70,0-110.0 +70.0-1100 msh.neol 23.577.25418 .70.0-1100. •70.0 •110.0 170.0•110.0 70.0-1100. .70.0-110.0 .70.0-110.0 +70.0 •110.0 70.0-1052 66, CuaWn Bae 20.317.23.518 •70,0-110.0 •70.0•110.0 -70.0-110.0 .70,0 -110,0 82 due20.517-21518 70.0-110.0 +70.0•710.0 +70.0•,10.0 +700-,10.0 110.0-210.0 +70.0-tt0,0 -70,0-170.0 •76.0-107.3 CuaWn Sao 17.577.20.576 +70.0-1100. 770-110.0 070.0-1700. +70.0-110.0 17.517-10.516 .70.0-110.0 •70.0-710.0 740•110.0 •70.0-119.0 IO.D-110.0 •70.0-110.0 •70.0-1170 •70.0-108.6 Cwbm San 11517-17.518 -70.0•1100. +70.0 410.0+]0.0 410.0 +M.O AlaA 1!.517-17.515 no -1170 .70.0-110.0•70.0 +70,0 406.9 740 AD26 +70.0-104.5 -70.0•100.5 -7mQ-1045 0.81010 Stre 13.017-14.518 +70.0-110.0 •70.0•170,0 70.0•11tl.p •10.0•110.0 13.077-16.516 •70.0-170.0 •70.0-110,0 •70.0•108.1 •lag-100.7 -M.0 17., 70.0 -94.4 +10.0 -040. •70.0 -01,1 Shwteai 17.884.13.016 0310-1100. 1310 010.0+700:710- .0 410 -110.0 71.864-13.078 +70.0-110.9 •70,6-,10.0-10.0-16,26 +10.0 920 •Tao 13.3 70.0 90.1 •740. $0.0 •70.0 -00.0 771811 39.517-41.611 •70.0-110.0 •70.0-110.9 •TOA•110.0 +TO.tl -110.0 Tallest 39,517-41.644 70.0-110.0 70.1-110.0 70.0-1100. -MO-110.0 •70.0-110.0 •70.0-110.0 •70.0-101.6 740 96.0 - Q-Om Sire 3851-38.516 .700..110.0 .704.110,0 4794 410.0+7DA-110.0 Cuatam SO 3&617-30516 •70.0-510.9 -70.0-1109 •700.-Hao +740-110.0 70.0-110.0 •70.0-1100 70.9-tOLT 770 18.3 Equddila 35.517.38.516 -10.0-110.01.70.0•110.0 +70.0•110.0 .70.0'.110.0 Evoi-It4 3S.517.38416 .70.0•110.0 -700. •110.0 7oA.110.0 +?me•110.0 70.0-1100 /0.0•110.0 70.0•100.4 •7011 -05.0 75 Qabm Saes 5258-35.518 +70,0-110.0 -10.0 410.0 470.0 410.0 +740-f 10.0 7 5 Coaces ske 32517-35410 •70,0-time .70,01-1110 -70.9-110.0 -740-110,0 70.0-110.0 -70.0 410.0 700.-1W.7 Inti 45.2 510308 Prodaw 19.517•Witt -70A •1110 -70.0-110,0 -70.0-1100. -70.0 410.0 9I.-dPra44W 20.517-32.516 .70.0-710.0 .70.0 -1100 •70.0-110.0 +70.0-110.0 .?me-110.0 •7gA•109.9 70.0 401.6 •70.0 4&1 Cuebm Sae 28.517.20.516 +10.0-110.0 +70.0•110.0-TOA-1104 +70,0 -1140 Mae.Bae 28.517518 •700.-ii70 +70.0-119.0 700.407.9 70.0-1024 +7pA 90.9 .7gA 48.4 Me 40. .7oA -90.4 5106011 25.516.28.St8 70.0 -110.0 +70.0-170.0 70.1 Aled .70.0 .110.0 Shodaei 25,518-20.518 •70.0-110.0 +70.0 •,10.0 •704•104.3 70.0 99.1 70.0 45.4 700. -024 •70.0 924 •70,0 -02.4 EgrtDle 3&$17.41.644 +70.0-1100. +70.0-1140 .70.0•110.0 4770 -1100 EDud40• 3&517-61.014 -70.0-110.0 •70.0-1100. •me-1100. +740-110.0 •7a.D-110.0 •70.0-1048 70.0 -08.7 •70.0 -0111 GLASS TYPES9THROUGH Bd Cualan Sire 93.317.38.516 +70,0-110.0 +70,0-110.0 70.0-110.0 +700-110.0 Ot Cudo-da• 35517-38.516 -71D-110.0 70.8-110.0 0.0.0-107.8 •70,0-1021 70.0 -0&9 110.0 90.4 70.0 -06.4 +70.0 97.3 �16 MAY NOT BE USED WITH 9Wdsd Plpbx 33.876.35018 4310-f 10.0 +700.-1t D,0 70.0•HOA -7oA -n41 samara PrMew 31818-35876 7010 410.0 1010-110.0 •70.0•1026 -70.0 -07.0 •70.4 •043 -70.o 971 7ao 90.0 •740 9010 J.CHANNEL ORtNTEGRAL PRODUCTREVISED 91.78 761041 ».4,.846 .70.0-nae 0700.-110,0 070,0-118.4 +770-1140 91.78 Ta1r091 ».11341 470.0-110,0 +70.0-410.0 IOA 1-1x26 1.70,9 1 920 1•70.0 43.3 7010 90.1 •Tao 90.0 .70.0 -0010 i FIN FRAMES uS cpmplYiltLt Wlttl dies Florida SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY• as waeg Code •'MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 "MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 A�ilding Code „ �"`1 aNY Ly M 77�iRaHstan: E2cp 11 OD pta .•'410ENSF �� :i Mimiadd Product Cu»hob =1k No.58705 NOTES: *- Description: Drawn By: 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME. %y3•:• (��+. )Y� 1070 TECHNOLOGY DRIVE DESIGN PRESSURE TABLES JROSOWSKi O S7A O (I: �(/� N.VENICE,FL 34275 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER 111E FIGURE. � (Cs••- XORtD�'.••'Gi= (941)AM1SDO a 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE MOTH OR HEIGHT DIMENSION SHOWN X77 1O• S Q1,` COPMOKTo2017Par UCUSTRJES� SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ON THE TABLE. ' 577 NAS 1111 ` AU.MmtTmtr yEp� Seri-erode.. Seat*: Shat: DrenrLtp No. Rer. A.LYrfrJi.I1587 6 P.E. 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FOAM 3118'NOM. # Part# Description Material # Part# Descdptlon Material POLYISOBUTYWITH 1 620101 Single Hung Frame Head&Jambs-J-Channel pVC 45 720197 Auto Lock Mechanism C Steel t+'!RH DESICDESICCANT 2 620102 Single Hung Frame Head&Jambs-Flange PVC 46 720198&9 Sweep Lock Cast Zinc ,GLASEXT.GLASS 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 720195&6 Auto Lock Cover Assembly Cast Zinc 4 620104 Single Hung Frame Head&Jambs-Equal Leg/Box PVC 48 76X1180PTX#6 x 1-1/8'Ph.FH SDS(Auto and Sweep Lock Screw) SS 5 620105 SH/DH Frame Sill-J-Channel PVC 49 720200 Auto and Sweep Lock Keeper Cast Zinc 6 620106 SHIDH Frame Sill-Flange PVC 50 776X34PPA #6 x 3/4^PH.PH SDS(Keeper Screw) SS 7 620107 SWDH Frame Sill-Fin PVC 51 420181 UR Beveled Tilt Latch Comer Key PVCNT.GLASS INT.GLASS 8 620108 SH/DH Frame Sill-Equal Leg/Box PVC 52 420182 UR Pull Rail Tilt Latch Comer Key PVC 7s KODISPACE 77 SUPER 14 620131 Fixed Meeting Rail PVC 53 7634PHFL #6 x 3/4"Ph.FH SDS(Comer Key Screw) SS Q 4SG TPS Q S PACERS NXT" 16 620129 Sash Rail(Sides,Top&Bottom) PVC 54 420183 Tilt Latch PVC 17 620134 Balance Cover PVC 55 420184 Tilt Latch Retainer PVC 18 620133 Sash Stop/Screw,Cotler PVC 56 720207 1"Tilt Latch Spring SS ALUMINUM 19 620156 Pull Rail Interlock 6005 TS Al 57 420186 Plastic Tilt Latch Finger Pull PVC - REINFORCEMENT pOLYlSO- DESICCANT FILL AREA 20 620144 Pull Rail Interlock Cover PVC 58 720192 Metal Tin Latch Finger Pull Cast Zinc BUTYLE*INT. 21 620157 Beveled Interlock 6005 T5 At 59 420180 Pivot Bar Comer Key PVC 5116^NOM. gE5116"NOM. 22 620145 Beveled Interlock Cover PVC 60 720206 Pivot Bar SS BUTYL 8 SILICONE SEAL 23 620150 Light Sash Reinforcement 6483 T6 At 63 720191 Sash Pun Handle Cast Zinc DESICCANT ROLL-FO 25 620152 HD Sash Reinforcement 6063 T6 Al 64 720194 Sash Pull Handle With Latch Assembly Cast Zino FOAM STAINLESS S 26 620153 Standard Meeting Rail Reinforcement 6005 T5 At 65 7834FPT #8 x 3/4'Ph.FH SDS(Pull Handle Screw) SS EXT.GLASS 27 620154 HD Meeting Rail Reinforcement 6005 T5 AI 66 420188 Bottom Latch Strike Plate Cast Zinc EXT.GLASS 30 61644 Weatherstrip,.187'x.270"Fin Pile 67 978588 #8 x 5/8'Ph.PH SMS(Strike Plate Screw) SS 31 60300 Weatherstrip,.190"x.300"Foam Bulb Flex AVG 72 720135 Lamm I.G.Bead PVC 32 61719 Weatherstrip,.187"x.220"Polypile 74 Backbedding,GE 7700 or tow 791 Silicone INT.GLASS GLASS 33 61825 Weatherstrip Plug,.22D'Finseal 75 71646N ISeffing Block(718"x 1'x i/8"),85+/-5 duro- EPDM j�(jR,a,S EALa XL EDGE"h1i 35 78X1MTTT #6 x 1"Ph.PH SDS(Interlock Mounting Screw) 80 61012 Extruded Screen Frame Alum 7e 7s 36 78)GTHPX 1#8 x 3'Ph.PH SMS(Meeting Rail Screw) 410 SS 81 61011 Roll-Formed Screen Frame Alum SPACER SPACER 37 71669SP IMeeting Rail Screw Support Plate 6063 T6 Al 82 7CKGLB21 Screen Comer Key for Extruded Frame X 4 PVC 38 720210 Weep Hole Cover PVC 63 47042 Screen Comer Key with Pull Ring X 2 PVC 40 720)0000( Constant Faroe Balance 84 4J041 Screen Comer Key without Pull Ring X2 PVC 41 #8 x 314"Ph.FH SMS(Con.Force Balance Screw) SS 85 7CASPM Tension Spring SS 42 Spiral Balance 86 61816048 Screen Cloth Fiberglass 43 720205 Spiral Balance Shoe NYlon 8761635!61614 .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 PaiODUCT REVISED 76 Kommerling 4SG TPS Spacer System es cempryi-g with rhe Fluids Building Code 77 Quanex Super Spacer nXr with Hot Melt Butyl See this ,i r u rr Accng"ca No 17 D(r 30.pr Sheet for NY LYly1V '% ReN.bn: E fret�D�ate .2,Z 78 Quanex Duraseai Spacer �79 Cardinal kt Edge Spacer Materials ti ���a•'�1cENS /( �% ByF ''•.(� R91-1 REFERENCE TEST REPORTS:FTL-8717,8968&8970 *: No.58705 •'� D—Iptkn: Oram al^ tri 1D7aTECH NOLOGYDRIVE BILL OF MATERIAL(BOM) .!ROSOWSKI <? . :0�'•, STATE OF N.VENICE,FL 34275 7tUe: tOR!DA.•''t�\� (941}494"1800 Darr. NOTES: m=9ramt7 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 1)PVC BY ENERGI WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. f rrrr r 1 r I I i t itt uyM Serlea/Xodet Soak: Shoat Drorrey No. Rev; 2)ITEMS#9-13,16,24,28.29,34,39.61,62,68-71,&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. A.LYNN MILLER,P.E. SI"I-550O NTS 12 OF'�3 M D-SH5500-01 B P.E.N 58745 CERT.OFAtT1H.#29296 OPT.SWEEP LOCK O 6 48 OPT.AUTO LOCK 20 57 OR 58 qg @OR 45 55 OPT.PULL RAIL 22 82 ORO 19 INTERLOCK I COVER ii 5 86 OPT. BEVELED 0 INTERLOCK MITERED FRAME WITH 21 INTERIOR AND EXTERIOR 16 O &COVER FRAME WELDS 54 72 X4 72 X4 16 53 80 OR 81O SCREEN A%TAr, gq HDA U49 60 OPT.PULLA HAN ASSEMBLY 0Z k WITH LATCH DETAILS < aJ41 CONSTANT FORCE85 OR 83 OR OR OPT.PULL LILL SPIRAL-BALANCE HANDLE 63 67 16 MITERED FRAME WITH .A SASH INTERIOR AND EXTERIOR 37 ASSEMBLY FRAME WELDS 66 DETAILS EXTERIOR 59 ------ :iRODUCT REVISED C --plying with tile Rennie ------ B-1 & d, 17-13 ------ ------ A nul N. Exjqmtin D.te 020 FME Y Ly Reviltim: By ASSEMBLYENqj mimili a.ProduceDETAILS Co NO 70 0—riptr.. Dnewn \�• =�'•�4? a 1070 TECHNOLOGY DRIVE EXPLODED ASSEMBLY J ROSOWSKI EXTERIOR N.VENICFFL34275 TE OF .' - I.: NOTES: g., NO.: "ZORION (941)480-1600 1)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. ..............cn SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 N 2 J-CHANNEL FRAME SHOWN,PARTS#I&5.OTHER FRAME TYPES APPLY. ///�,ANAL COPYRO-IT02017 PGTva)u3Tp=1NQ ALLRIMMFESERVIED 10 --SNOH' ,5500-01 1113 A.LYNN d I L t A R'P'.'F'- SH-5500 NTS OF 13 MD 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6&7. 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. P.E#58705 CERT. AUTH.#29296 is