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HomeMy WebLinkAboutProduct Approval n J 1 • � MIAMI•DADE MIAMI-DADE COUNTY ® PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidide.gov/econoniv PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"5500"PVC Single Hung.Window—L.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 A dated 05/05/16,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#15-05519.05 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. l ; / NOA No. 16-0714.03 =MIAMIE-DADE COUNTY / Expiration Date: July 30,2020 '11 4 Approval Date: August 18,201b Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519.05) 2. Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 05/15/15, with revision A dated 05/05/16, 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°NXTTM spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. 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 previous 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 previous NOA No. 15-0519.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5` Edition (2014), dated 05/15/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NDA No. 15-0519.05) Manuel P ez,P�E. ` Product Control Examffier `✓ NOA No.16-W4.03 Expiration Date: July 30,2020 Approval Date: August 18,2016 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 (CONTINUED) 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite®PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGlasO(Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/28/13, expiring on 02/28/18. 4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16/20. 5. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010 and FBC-51h Edition (2014), dated May 15, 2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.05) 2. Statement letter of no financial interest, dated May 15, 2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NO,4 No. 15-0519.05) 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. 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0519.05,issued to PGT Industries for their Series "5500"PVC Single Hung Window-L.M.I." approved on 07/30/15 and expiring on 07/30/20. �j?, / Manuel Perez— Product er , Product Control E�a� myfyier NOA No. 16-0714.03 Expiration Date: July 30,2020 Approval Date: August 18,2016 E-2 ANCHORAGE %•-I ANCHORAGE EXAh1PLE DESIGN PRESSURE RATING IMPACT RATING EXAMPLE FOR 28-1/8'MAX.O.C. 21 5!8 FOR ARCH-TOP RADIUS-70P 54'MAX.BUCK WIDTH MAX.O.C. VARIES PER REINFORCEMENT LARGE 8 SMALL MISSILE HEADER(SIM. 1 Y MAX.FROM HEADER(SIM.FDR ALL FOR FRAME SEAM _ 30" 12 MAX. / WINDOW TYPES) LEVEL,SEE SHEETS 6-7 IMPACT RESISTANT WINDOW TYPES) -= � B.SEE�.___ - MAX.IO.C. // I� / _ SHEET3 52-IIB"MAX.BUCK WIDTH 10"MAX.FROM A.SEE!""' - I M ,� FRAME SEAM SEE SHEETS �r 1-1/4° B.SEE 12"MAX. D,SEE�. I B&9 I 1j _.�.�-30"MAX.D.C.OC ►-I� 12•MAX SHEET 3 I FIXED VISIBLE SHEET3 _ I I LIGHT WIDTH -I---I— —�_ —I- SHGET 4 A,SEE F--' -- -h------ ----- I B,SEE __ 30'MAX.O.C.,1 1 e T 12"MAX. SHEET3 - ��12"MAX. SHEET 4t l I I} SHEET3+ II FIXED _ _ -.....---- I / + EQUALLY j I VISIBLE �— SHEET,3 II / 12 MAX' I I EQUALLY I I / 17-7l8"MAX.O.C. SPACED I I LIGHT 17.7/8°MAX.O.C. / SPACED II ANCHORS PER I I HEIGHT II I ANCHORS PER j I -1— TABLES 9.11 - i l EQUALLY 91.78" SPACED I I 17.7/8"MAX.O.C. TABLES 9-11 I I I I MAX. ANCHORS PER I / BUCK TABLES 9-11 I_I— / _ - 62" 0 1 IBUCK I I 84" I —1 ) MAX. I I HEIGHT MAX. HEIGHT BUCK AS SHOWN I. 10"MAX.O.C. BUCK 10"MAX.O.C. I 10°MAX.IO.C. I HEIGHT X I I 4 x I I 4 HEIGHT I X I I 4 MAX ._._.-._ .� I I _--_-._._._._._ ..I I I I -3l4"MAX.O.C. I I / 13.314"MAX.O.C. EQUALLY' I I / 13 / EQUALLY I 113-314"MAX.O.C. EOUALLYI VISIBLE I SPACED I L.--- SPACED I SPACED)<1 I ANCHORS PFJ2� - _ I }� ANCHORS PER 1 i LIGHT I ANCHORS PER I r 8&9 ---� --- -C TABLES 9.111 i , A I Alf TABLES 9-111 i -( I A SHE 1 TABLES 9-11I HEIGHT I _ 1 6-112"MAX. '•6-112"MAX. E.SILL-EEI-6-1f2"MAX. NOANCHORS AT SILL 1 JNOANCHORS AT SILL _J NOANCHORS AT SILL -- It= " g _.J I 6-._.__. a Ir D-�__._- • 1-114" ��- 54"MAX.BUCK WIDTH +-f�NOTDH DETAILS,SEESILLWEE SASH VISIBLE _ NOTCH DETAILS,EE SILL WEEP- 54"MAX.BUCK WIDTH -�j NOTCH DETAILS, -� I NOTCH DETAILS, SHEET3 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 7-11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW GENERAL NOTES.........................1 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). ELEVATIONS.................................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. OPTIONS.............................2 FRAME.GLASS..ANCHOR 3 FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE.ASTM C90 INSTALLATION, FLANGE& CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. 4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS EQUAL LE INTEGRAL .................3 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 INSTALLATION,INTEGRAL FIN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD.(AOR). &J-CHANNEL......................4 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS GLAZING DETAILS ...................5 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. DESIGN PRESSUREESS..................B-10 ................8-7 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. ANCHOR QUANTITIES. EXTRUSION PROFILES................11 7)DESIGN PRESSURES: A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. ASSEMBLY&PARTS LIST...........12-13 STANDARDS USED: B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. •2014 FLORIDA BUILDING CODE(FBC),STH EDITION 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS •ASTM E7300-09 NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT ,ANSI/AF&PMINUM DESIGN MANUAL,ADM-2010 A NDS-2012 FOR WOOD CONSTRUCTION WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. PRODUC I'REVISED :ALUMINUM 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. as ild.'ayiu8 with the FI.�PidU 10)REFERENCES:TEST REPORTS FTL-7964&7966;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE&BRONZE/ •AISI-S700-07/S2-2010 Building Dade h LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSIIAF&PA NDS&ALUMINUM DESIGN MANUAL A wpw� Nn 160 )�.V�J� 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. �.,`,'•' '' Revised By: Dale: Revision: LxPvatan ���' A)ADDED SPACERS USER INSTRUCTIONS: JR 05/05/16 By TO SHEET 11. Mia I-ade Pm1mi Cout,.t�+ Revised By: Date: Ravlsian: 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. 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 PRESSURE FROM TABLES 4-8.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW " (TO Description: Drawn By: OPENING OBTAINED IN STEP 1. �/f �(I GENERAL NOTES&ELEVATION J ROSOWSKI 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11.VERIFY THE ANCHORISUBSTRATE WILL MEET REQUIREMENTS FOR 6`t _ 1070 TECHNOLOGY DRIVE Tifle: =<' Date: YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. t.. N. VENICE, FL 34275 5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ,:.', �, (941)-480-1600 Sanea/Modal: Scale: Sheet: Orcwing No, Rav: NOTE:OESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, •`p;'i 1 �11(_(ER: INTEGRAL FIN OR EQUAL LEGIBOX). P.E.#58705 CERT. OF AUTH. #29296 SH-5500 NTS 1 OF 13 MD-SH5500-01 A TABLE 1:ALLOWABLE GLASS TYPES Frame Glass Frame Frame Glass Description(Listed from Exterior to Interior) Design Pressure Types Options Conflgs. Shapes Installation Options that may be used Typo Table q Sheet# (see Fig B) (see Table 1) (see Fig A) (see Flg C) 5 7J8'Laminated I.G.:1/B'A Extedor Cap+7/16"Air Space+5116"Laminated;(2)Liles of 1/8"A Glass with.090'PVB Interlayer 4,5 6 6 718"Laminated I.G.:118'T Exterior Cap+7/16"Air Space+5116'Laminated;(2)Ules of 1/8"A Glass with.090"PVB Intedayer 4,6 6 ....into 2X Wood Frame/Buckstrlp-sheet 3,option 1 Equal-Ute, Square/Rett., 7 7/8'Laminated I.G.:3176"A Exterior Cap+310"Air Space+5116"Laminated;(2)Liles of 1/8"A Glass with.1190°PVB Intedayer 4,6 6 Flange Through the frame ....into ConcretelCMU-sheet 3,option 2 #2 5-16 O&Cottage Arch-Topp of the window...... 8 716'Laminated I.G.:3116°T Exterior Cap+3I8'Air Space+5116°Laminated;(2)Liles of 1/8'A Glass with.090"PVB Intedayer 4,6 6 (#2) 8 Cottage Radius-Top ....through 1X Buckslrlp into ConcretelCMU-sheet 3,option 3 9 7/8°Laminated I.G.:1/8"A Exterior Cap+7/16"Air Space+5fl6"Laminated;(2)Lites of 1/8"H Glass with.09D"SG Interlayer 7 7 - ....Into Metal-sheet 3,option 4 10 7/8'Laminated I.G:1/8'T Exterior Cap+7/16'Air Space+5/16'Laminated;(2)Liles of 1/8"H Glass with.090"SG Intedayer 7 7 ....Into 2X Wood Frame/Buekstdp-sheet 3,option 1 Box/ Equal-Lite, SquarelRecl., Through the frame ....Into ConcrelelCMU-sheet 3,option 2 11 7!8"Laminated I.G.:3/16'A Exterior Cap+318'Air Space+5116"Laminated;(2)Lltes of 1/8"H Glass with.090'SG Intodayer 7 7 Equal-Leg 5-16 OdellProti♦ew Amh•Top 8 9 12 7/8"Laminated I.G.:3/16"T Exterior Cap+318'Air Space+5/16"Laminated;(2)Liles of 1/8"H Glass with.090"SG Intedayer 7 7 (#4) &Cottage Radius-Top of the window...... ..••through 1X Buckslrlp into Concrete/CMU-sheet 3,option 3 13 7/8"Laminated I.G.:118'A Exterior Cap+5116"Air Space+7/16'Laminated;(2)Liles of 3/16'A Glass with.090"SG Intedayer 8 7 ....into Metal-sheet 3,option 4 14 718'Laminated I.G.:1/9'T Exterior Cap+5116"Air Space+7116"Laminated;(2)Lites of 3116"A Glass with.090"SG Intedayer g 7 Through the ....into 2X Wood Frame/Buckstrlp-sheet 4,option 5 Equal-Lite, Square/Recl.,integral fin...... 15 718"Laminated I.G.:3/18°A Exterior Cep+1/4"Air Space+7116"Laminated;(2)Liles of 3118'A Glass with.090"SG Intedayer 7 7 J-Channel 9 ....Into Metal-sheet 4,option 7 16 7/6"Laminated I.G.:3116'T Exterior Cep+114'Air S ace+7/16"Laminated;(2)Liles of 3/16'A Glass vAth.090'SG Interlayer 7 7 (#t) 5-8 O&Cottage Arch-Topp Through the frame ....Into 2X Wood Frame/Bucksbip-sheet 4,option 6 p y 8 Cottage Radius-Top 9 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/Buckstrlp-sheet 4,option 5 Min.Edge Min. &15 MAY NOT BE USED IN Equal-Ute, Square/Rett.,Integral fin...... ....into Metal-sheet 4,option 7 Group Anchor Substrate THE HVHZ ABOVE 30'. Integral Fin 5-8 Ode#Prodew Arch-Top& Distance .Embedment' • (q3) 8 Cottage Radius-Top Through the hams ....Into 2X Wood FramefBuckstdp-sheet 4,option 6 #10 SMS P.T.Southern Pine(SG=0.55) 7/16" 1-3/8" of the window...... ....into Metal-sheet 4,option 8 Steel,A36' 316" 0.050" MIN.OF 3 THREADS (steel,18.8 S.S. Steel Stud,A653 Gr.33' 318" 0.0451'(18 Ga.) BEYOND THE METAL FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES or 410 S.S.) A Aluminum,6063-T5' 30 0.050" SUBSTRATE.FOR 'A'=ANNEALED P.T.Southern Pine(SG=0.55) 7116" 1.3/8" STEEL STUDS, pq H"=HEAT STRENGTHENED 3116"steel Ultracon Concrete min.2.85 ksi 1" 1-3f8" MIN.Fu=45 KSI 8 /// D 'T"=TEMPERED ( ) MIN.Fy=33 KSI. � / Y JG3Er 'PVB'=.090'BUTACITE®PVB UngroutedCMU,(ASTM C-90) 2-112" 1-1/4" 4 8Q BY KURARAY AMERICA,INC. 'UNGROUTED CMU' #12 SMS P.T.Southern Pine(SG=0.55) 9/16" 1.9/8" VALUES MAY BE BOX OR Q 'SG"=.090"SENTRYGLAS® B (steel,18-8 S.S. Steel,A36• 318" 0.050" USED FOR GROUTED / EQUAL- INTERLAYER BY KURARAY FLAMERICA,INC. or 410 S.S.) Steel Stud,A653 Gr.33• 3/8" 0.0451"(18 Ga.) CMU APPLICATIONS. LEG Aluminum,6063-T5' 318" 0.063" EQUAL-LITE ORIEL COTTAGE 1/4"steel Ultracon Concrete(min.2.85 ksl) 1" 1-3/4" C Ungrouled CMU,(ASTM C-90) 2-112" 1-114" FIGURE C:FRAME SHAPES 1/4"steel Creteflex Concrete(min.3.35 ksi) 1" 1-3/4" — {BUCK WIDTH ---I BUCK WIDTH Fr (BUCK WIDTH+- 1/4"steel Ultracon Concrete(min.2.85 ksi) 2-1/2" 1-3/4" T 1/4"steel Ultracon P.T.Southern Pine(SG=0.55) 1" 1-3/8" F I T ! 01 - 1/4" 3 fl 1/4"steel Creleflex Concrete(min.3.35 ksi) 2-112" 1-3/4" ca Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" _ _ _ J-CHANNEL INT FIN AL D 1/4"steel Creteflex ru x Q P.T.Southern Pine(SG=0.55) 1" 1 3/8" cxi U x J ce 114"steel Aggre-Gator Concrete(min.3.275 ksi) 1-1/2" 1-3/8" m m �/ 'm i 1/4"steel Aggre-Gator P.T.Southern Pine SG=0.55 1" 1-3/8" 1 1 1 ! o Grouted CMU,(ASTM C-90) 2" 2" RECTANGULAR 1 RADIUS-TOP 1 ARCH-TOP 1 TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY PRODOCr REVISED BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING ns wmplying with the Florida Min.Edge Min. DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM Baildina Code Group Anchor Substrate r�•ccP wnccIND 0714.OS Distance Embedment' THE TABLES ON SHEETS 8.10. RexpimlilM Uale, 2D2o evised By: Date: Revleion: -1 E 2-1f2°x.131°Common Nail P.T.Southern Pine(SG=.55) 318" 2.7/16" ,� ' `'')•,/ 2-1/2"Ring-shank Roofing Neil P.T.Southern Pine(SG=.55) 318" 2-7116" Miami adetutLwtC'an riot P.T.Southern Pine(SG=.55) 1/2" 1-3/8" Revised By. Date: Ravlelon: #10 Trusshead SMS Aluminum,6063-T5• 3/8" 0.050" (steel,18.6 S.S. Steel Stud,Gr.33' 318" 0.0451"If Ga.) "O DescApDon: Drawn W or 410 S.S.) IN.OF 3 F Steel,A36* 318" o.oso" - )K l6 GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI THREADS BEYOND P.T.Southern Pine(SG=.55) 9116" 1-3/8" THE METAL `".!:< 1070 TECHNOLOGY DRIVE etre: #12 SMSData Aluminum,6063-T5• 318" 0.053" SUBSTRATE.FOR - N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (steel,4 0 S. .S.S. Steel Stud,Gr.33' 3/8" 0.050' STEEL STUDS, • �•� ' (941)-480-1800 Of 410 S.S.) MIN.Fu=45 KSI B • ': �`' Sedas/Modal: Scala: Sheet: Orawing No. Rav: Steal,A36' 318" 0.050" MIN.Fy=33 KSI. A.LY,NNI.MIIL(;BR) E. CERT. OF AUTH. (}29296 SH-5500 NTS 2 O 13 MD-SH5500-01 A REA 58705 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. BUCKSTRIPINTO CONCRETElCMU. OPTION 1 1— EDGE DISTANCE SEE NOTE 2,THIS SHEET. EMBEDMENT ANCHOREDTHROUGH EMBEDMENT _ FRAME INTO 2X WOOD —�I 1/4'MAX SHIM 16 1/4"MAX SHIM —�I �— FRAME OR BUCKSTRIP. I SEE NOTE 2,THIS SHEET. s L� EMBEDMENT o _ SASH VISIBLE 17 / EDGE EDGE "• ❑� 18 LIGHT WIDTH `J �C ,' " DISTANCE y -- FLANGE FRAMEF — �L DISTANCE r4. SHOWN --- D 44 BALANCE • I— �1/4"MAX TYPE VARIES -_ - •° TYP.ANCHOR SHIM TYP.ANCHOR TYPE, 42 WITH SASH o I I TYPE, EMBEDMENTAND. WEIGHT i54 `J 'EMBEDMENT TYP.ANCHOR TYPE, EDGE IRI 30 AND EDGE 2 ��� EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. DISTANCE PER ° I I 31 r a EDGE SUBSTRATE, O SUBSTRATE, IIIJJJ ��JJJLLL n n •• SEE TABLE 2,SHEET 2. SEE TABLE 2,SHEET 2. EXTERIOR 4 I \�I I DISTANCE SEE TABLE 2, 16 I ID� 87 L7\V\ IILII� SHEET 2. e CI JI FIXED VISIBLE FIXED 19 201 OPT.SASH TOP FLANGE 2 LIGHT WIDTH EQUAL VISIBLEJ LIFT AIL FAME I �/ _ILEGIBOX LIGHT NOTES: SHOWN !� BUCK WIDTH FRAME HEIGHT I FOR ALL WINDOWS:, SHOWN 1ANCHOR @3.55° HORIZONTAL SECTION A-A 49 48 FROM END AND AT 1)USE ONLY _ 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 ALUMINUWSTEEL FRAMING OR STEEL STUD. ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 2,SHEET 2. 1 SCREWS @16.3/8" INSTALLATION OPTION SHOWN MAY 14 45 46�� 35 FROM END. BE USED ON ANY SIDE OF THE -- FOR WINDOWS WITH WINDOW. 114"MAX. O BOTTOM LOCKS: SHIM #10 OR 112 STEEL 114"MAX. BUCK 50 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLING SHIM HEIGHT SCREWS @ 8.318" USED INTO WOOD AS PER TABLE 2, — SMS(G5),SEE C� 30 T Q FROM END. SHEET 2.ALL WOOD BUCKS LESS E3 TABLE 2, DE THAN 1-112°THICK ARE TO BE SHEET 2. SASH CONSIDERED 1X INSTALLATIONS.1X EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS 16 DEPICTED AS 2X ARE 1-112"THICK USE EITHER OR GREATER.IX AND 2X BUCKS OPT. 86 U t� 65 LATCH OR (WHEN USED)SHALL BE DESIGNED _ BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE EQUAL 30 INTERIOR 81 31 64 TESTED UNIT THE STRUCTURE.WOOD BUCK FAMEnI I a LEGA30X 'nI WEEP LOCATION: DESIGN AND INSTALLATION IS THE SHOWN uD�o FRAME tJD�o NOTCHES AT 80 END EXT _ � FROM SASH END. RESPONSIBILITY OF THE ENGINEER —- SHOWN EACH END. OR ARCHITECT OF RECORD. ��\ ERIOR 8 fib 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION n INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION 4 U OPTION 4 PROOI CrRBVISGD 67 OPENING)IS MEASURED FROM es—'plyia8 Nith the floe,& BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH 11nIIJ.ing L'oJe EQUAL- 1!4°MAX SHIM FRAME INTO METAL FRAME INTO METAL p FAME SHOWN 1(" 'Cxpiratiun Dnle -0 u o Rev(sed By: Dote; ReHeion: � 1 By Miam' nde PMdirt C.�m11" .27"X 1.25° NO ANCHORS Revised By: Date: Rav(slon: WEEPHOLE REQUIRED IN VISIBLE LIGHT FORMULAS ' WICOVER @ O ° FLANGE OR , 2.87"FROM 38 •, v EQUAL-LEG WIDTH '•! EACH END. FRAME SILLS @SASH:BUCK WIDTH-6-1/2° ® Description: Orewn By: @ FIXED LITE:BUCK WIDTH-4.318 �It6; : FLANGE&EQUAL-LEG/BOX FRAMES J ROS0WSKI r1 . • HEIGHT(EQUAL-LITE) v 1- ; 1070 TECHNOLOGY DRIVE Title: Date: VERTICAL SECTION B-B BUCK HEIGHT12-3-16116" N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 .... (941)-480-1600 <..�• : Senes/Modal: Seale: Sheet: Drawing No. =Roty ER;P:E. CERT. OF AU;. #29296 SH-5500 NTS 3 OF 13 MD-SH5500-0 a:L.a'se4 bs INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 I EMBEDMENT WOOD FRAME OR BUCKSTRIP.SEE INTO ZX WOOD FRAME OR �- EDGE DISTANCE ANCHORED THROUGH INTEGRAL I-- EMBEDMENT —i1 tj NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEFIN INTO 2X WOOD FRAME OR 1/4'MAX SHIM 1!4"MAXSHIM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 16 SHEET. - TYP.ANCHOR TYPE, SASH VISIBLE LJ-CHANNEL EMBEDMENT AND EDGE IQ� - 18 LIGHT WIDTH I- 17 0 FRAME DISTANCE PER SUBSTRATE, o SHOWN � � SEE TABLE 2,SHEET 2. - (� o (SCREW SHOWN) 44.BALANCE I EMBEDMENT TYPE VARIES - - - �0 _.J��O _1/4"MAXSHIM 42 WITH SASH c EDGE DISTANCE PER SUBSTRATE,TYP.ANCHOR TYPE, DISTANCE SIGHT 54 30 31 �� o� Q II c� SEE TABLE 3,SHEET 2. n� I n 18 (NAIL SHOWN) uD�o EXTERIOR 67 � \a TYP.ANCHOR TYPE, �r 3 INTEGRAL EMBEDMENT AND EDGE FIXED VISIBLE DISTANCE PER SUBSTRATE, FIXED1 19 201 OPT.SASH TOP J_ EL LIGHT WIDTH FRAME SEE TABLE 3,SHEET 2. LIGHT LIFT RAIL VISIBLE J FRAMEI SHOWN (NAIL SHOWN) HEIGHT FOR ALL WINDOWS: NOTES: SHOWN 1 ANCHOR @ 3.55" BUCK WIDTH 49 48 FROM END AND AT 1)USE ONLY HORIZONTAL SECTION C-C O 21 CENTER. SUBSTRATE-APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 72 OVER 36'WIDE: OF SHEET 2.FOLLOW EMBEDMENT1/4"MAX' DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 0 ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY (� MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3 SHEET 2. SCREWS @16.3/8' INSTALLATION OPTION SHOWN MAY SHIM I I 14 45 46 47 FROM END. BE USED ON ANY SIDE OF THE 35 FOR WINDOWS WITH WINDOW. BUCK - BOTTOM LOCKS: #10 OR#12 STEE)ANDIOR 114°MAX. HEIGHT 50 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF•DRILLING SHIM SCREWS @ 8-318• USED INTO WOOD AS PER TABLE 2, SMS(G5),SEE85 O FROM END. SHEET 2.ALL WOOD BUCKS LESSTABLES 2 8 3, Q30 - THAN 1-1/2'THICK ARE TO BE SHEET 2.SASH CONSIDERED iX INSTALLATIONS. EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHT USE EITHER UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS OR BOTTOMCH WN) DEPICTED AS 2X ARE 1-1/2"THICK OPT. B6 16 LOCK(SHEET 3). OR GREATER.1X AND 2X BUCKS65 (WHEN USED)SHALL BE DESIGNEDTESTED UNIT(2)1' 81 30 63 TO PROPERLY TRANSFER LOADS III J31 LOCATION:6-518" FLAINTERIOR - TO THE STRUCTURE.WOOD BUCK _FROM SASH END. WEEP DESIGN AND INSTALLATION IS THE NOTCHES AT 80 p RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN EACH END. \\ CIIIII NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN REQUIRED IN FRAME EXTERIOR INSTALLATION 7 SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION I, THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 V OPTION 8 PRODUCT ttWVi3B6 OPENING IS MEASURED FROM B ildingcoilt iihosXtwlda ) ANCHORED THROUGH FRAME INTO METAL 1/4•MAX ANCHORED THROUGH Building Gule INTEGRAL FIN _�0O BEADING TO BEADING. INTEGRAL FIN/FLANGE REMOVED FRAME SHOWN ❑ —�SHIM INTEGRAL FIN INTO METAL ( ) �u;npwrec p li iralu n Dete .27"X 1.25'WEEPHOLE Revised By: Data: Revision: O36 WICOVER @ 2.87" - r_ �liomi Jnde Product Con �}-'. FROM EACH END. Ia Revised By: Date: Revision: 1 VISIBLE LIGHT FORMULAS TYP.ANCHOR TYPE, EDGE DISTANCE ' - " EMBEDMENT AND EDGE WIDTH _ Drawn By. DISTANCE PER SUBSTRATE, @SASH:BUCK WIDTH-6-1/2" ® Description: SEE TABLE 3,SHEET 2. —.-1 EMBEDMENT @ FIXED LITE:BUCK WIDTH-4.3/8• C( 6 ly �6 J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) HEIGHT(EQUAL-LITE) ' 1070 TECHNOLOGY DRIVE Title: Data: INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCKHEIGHT12-3-15/76" N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ANCHORED THROUGH INTEGRAL FIN `'';- •,•, (941)-480-1600 Sede/Model: Scale: Sheet: Drawing No. Rev: INTO 2X WOOD FRAME OR BUCK- STRIP.SEE NOTE 2,THIS SHEET. A.'LY.E.058 05 A`E. CERT. OF AUTH. #29296 SH-5500 NTS 4 OF 13 MD-SH5500-01 A P.E.#58705 -+{ 718"NOM. 718"NOM. I-�-- —� 7/8"NOM. I-�— —�{ 718"NOM. 718"NOM. I 5/16"A/A PVB 5/16"A/A PVB 5/16"A/A PVB 5116"A/A PVB 5/16"H1H SG---- 7/16"AIRSPACE--\ 7116"AIRSPACE--\ 318"AIR SPACE 3/8"AIR SPACE- 7116"AIR SPACE 118"A GLASS— 1/8"T GLASS 3/16"A GLASS 3/16"T GLASS--\ 1/8"A GLASS aEXTERIOR y EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 78-79 76-79 7679 76.79 GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 �{ 718"NOM. 718"NOM. 718"NOM. if- 718"NOM. —� 718"NOM. �— 5/16"H/H SG 5116"H/H SG 5/16"H/H SG 7/16"A/A SG - 7/16"A/A SG 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE— 5/16"AIR SPACE 5116"AIR SPACE 1/8"T GLASS-� 3/16"A GLASS— 3/16"T GLASS 1/8"A GLASS 1/8"T GLASS- aEXTERIOR a EXTERIOR <�_j EXTERIOR a EXTERIOR a EXTERIOR 76.7978-79 76-79 76-79 76-79 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 —�-j 718"NOM. jam— —►{ 718"NOM. _—VA- 7/16"A/A SG 7/16"A/A SG _ 1/2"NOM.GLASS GLASS TYPES 9THROUGH 1/4"AIRSPACE 1/4"AIRSPACE 76-79 SITE TYP. 16 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 GLASS TYPES 5,7,9,11,13 76-79 8 15 MAY NOT BE USED IN 31 76 79 EXTERIOR 75 � THE HVHZ ABOVE 30'. PROaz cDplying v hsED ihe Ftctkie OAccea GLASS TYPE 15 GLASS TYPE 16 Dui .upl 41.dl- � pnu,moo38 30 I I Revised By: Dale: Revision: �{,�,,/ 20 "__/An DrduRevised fay: Date: Revfsfon: • GLAZING NOTES f:�n°• • "A"=ANNEALED ® Description: Drawn By: TYP.GLAZING DETAIL "H"=HEAT STRENGTHENED GLAZING DETAILS J ROSOWSKI =TEMPERED °PVB"=.090"BUTACREoPVB BY KURARAY AMERICA,INC. - �, `, .� ::_ 1070 TECHNOLOGY DRIVE Title: Dote: SG"=.090"SENTRYGLAS�BYKURARAYAMERICA.INC. N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. 'r, (sat)-a6o-tfioo Series/Model. Scale: Sheet: Drawing No. Rev: "A.IVNN f�'LLER,'P.E. CERT. OF AUTH. #29296 SH-5500 NTS 5 OF 13 MD-SH5500-01 A d.E'N A�705 TABLE d: TABLE 5:ole®ry� BWlom seah TABLE 6: 7 Design Pressure,IbSIt? olau type• Dasl9n Pressure,IbslR 6 Deecrlptlm bpl.•n sawn l+egnl ossa type• Design Pressure.10.6111' e R•Int.Lent R•ngo 0Wrdwr Range 617) Window Buck Wdlh m 6,728 ,768 +/-50.0 R2 Height Shq up 10 ds 52.125 +65.0/-70.0 R.I.F.Level 23.5 EquaH4a 11.304 •640 1-70.0 .65,0 -10.0 Reln}•Level R1 Foru9Whdmv&...h sizes Stall Wts" 11.517-15.870 •650 1-70.0 +05.0 -70.0 R2 For eO wind-sWcash.1- SEE TABLE 9,SHEET 8 FOR 211 Eel Pru 11.383.17.518 .65.0 -70.0 .ss.6 .70.0 SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. sletdaN waJ.w 11.31-11.582 .6s.o -70 .0 -m-slo .70.0 ANCHOR GROUP AND QUANTITY. Teva) 1151]-25.280 .05.0 -7aA .as.6 -70.0 , Sh,Wwdcmle°e 20.958-234516 .65.0 .70.0 .es.o -706 37.375 EquaLl!@ 17.517.20.137 .65.0 •70.0 .63.0 •70.0 SIeMNaPodrew 17.517-17.518 .65.0 -70.0 .05.0 •70.0 �� 'IBJ shortest 11.377-17.518 .B50 -70.0 .65.0 -70.0 7.1es1 27.50.7-3,111 .65.0 -70.0 .65.0 -700 velem Slze 20.517.27.583 .05.0 •70.0 .05.0 -70.0 I^� shh.CdWpe 23.517.28.518 485.0 -70.0 .e5o .70.0 0 IJ HEADER ad Equ4lde 20.517.23.510 •85.6 -70.0 .ee.0 •70.0 O HEADER St.,dwd PW- t7.517-20.510 .OS.O -70.0 .65.0 •70.0 23 wtomsIze M517-17.516 •65.0 4.0.0 .65.0 -70.0 23 Sweet oom r31137. .11° .85.0 •70.0 .63.0 -76.0 Mar .583.391 .65.0 .70.0 .65.0 .70.6 Slandwd Czlege .650 .70.0 .05.0 •70.0 EquaWl. 211517-2a.516 .650 •70.0 .05.0 •70.0 MEETINGRAIL 48 swdam PW- .650 -70.0 .65.0 4.0.0 J _ 0 MEETING OR AIL wlmsiza 14.517-17.610 .640 -70.0 .8.0 -70.0 ° wtsize 2tihs .450 0.0 .60 00 2 ° % ft0R shdet 850 -70.0 .05.0 -70.0 ERIOR T.i 485.0 -70.0 .65.0 -70.0 SwMed 533.20T 6.0 -70.0 .05.0 .70.0 Z3 Equ•uC2a 232.516 .65.0 -70.0 .se.a 1-70.0 23 JAMB wwm slze 20.517-23.516 4550 -70.0 .61.0 -70.6 JAMB 79.825 EXTERIOR SASH SlaMwd Praiew 17.517-20.510 .0.5.0 •70.0 .65.6 -70.0 E%TERtOR SASH HEIGHT U.wmske 14.517-17.516 •65.0 -70.0 .61.0 -70.0 a HEIGHT zoom ske 12.517-14.516 .65.0 4.0.0 4560 .70.0 sweet lean-12518 .w.o -70.6 .05.0 4.0.0 Toped 30517-41.611 -MO -70.0 .65.0 -70.0 S.n ud Cortege 31.517.38.518 .65,0 -70.0 .55.0 •70.0 O 23 Equ.Llee26.517-31.516 .85.0 -700 .05.0 -70.0 C23 SWnda,d Prsdew 23.517.26.516 .65.0 .70.0 .05.0 •70.0 SILL O 62 cuwcm sum 26617-23.5111 40S.° -70.0 .85.0 -70.0 SILL n Cualom size 17.517-20.518 405.0 -70.0 4°5.0 -70.0 (J Ceswm Sk14617-17.516 .05.0 .70.0 .85.0 88.1 wto msiz. taon.17s1e .fl5.o •70.6 ss.o ala sweet KOH-19.01B .0&0 -70.0 .06.0 40.5 Ta1ks) 3D.617-41.044 .65.0 -70.0 .85.0 -70.0 o custom she 98.517-39.516 .650 -70.0 .65.0 -70.0 o EquaNBe 34517-30516 .65.0 •70.0 45.0 1-70.0 745 we Wwuvmol Pmew 32.517.31.516 .65.0 70.0 IN SECTION DETAIL FOR WINDOWS WITH SECTION DETAIL FOR WINDOWS WITH sed2e.517.32.510 .65.0 .. 14 70.0 . 0 •70.0 LEVEL R1 REINFORCEMENT&GLASS TYPES 5,6,7&8 cwwmstaa 28.517-21.516 •65.0 -70.0 .846 4.7.3 LEVEL R2 REINFORCEMENT&GLASS TYPES 5,6,7&8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE snweat 25.510-2s.516 .65.0 -70.0 .05.0 4.6.5 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES& Equavtke 38.517-g1.644 .65.0 -70.0 .65.0 -70.0 APPLY TO ALL FRAME TYPES 8 CONFIGURATIONS) s7 Cualmn size 1 35.517.3°.516 .65.0 -704 .65.0 .67.3 CONFIGURATIONS) St-hIRWeve 33.818-35.516 105.0 -70.0 .85.0 -US PRODUCT REVISED 91.76 Teveel 41.644 .65.0 -10.1 .65.0 61.5 045 complying With thse Flraida SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY, Building Cade Auccpt -1% �/o-o �d,o320 "MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.138 G%pir ui0l Dgtn 20. Revised By: Dole: R-talon: :rd by- '' N•liami Mdu 1'rmhlcl co"74-1 Revlssd By. Date: Revision: NOTES: D.-irpum Dr^w^BY 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. Z-4 - DESIGN PRESSURE TABLE J ROSOWSKI ....� 1070 TECHNOLOGY DRIVE rifle: Dote: 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM I 05/15/15 - 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN (941)-480-1600 ON THE TABLE. '/,A:•L•YNN;MILl j�,RE.` Sedes/Model: scNaI sheet: Dmwfnp No. Rev: ?.EJlN d5 CERT. OF ALITH. 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FRAME SILL FLANGE1 375" O S NL RAMS O FRAME SILL -1- 1.3175" T I} � 1 � 1.872" -�I 01.641° - T -�I 1.215' _ F� 2.100° i 2.176" 1.472" � � 1.565" f I 1.376" �- -- .065° 1.630".065" 1.375" o O 974' .590" ,471" .347" p 355" 4 590" .035" -� ``-'-! �� .07� •050° ,070 J .050" -►I 1.231" I~ -^I 1.000" I~ .06S ASH BEVELED STOP/ LIFT RAIL LIFT RAIL 14 MEETFIXETIING RAIL 18 SASH RAIL 17 COVER BALANCE 16 SCREW COVER 19 INTERLOCK 20 INTERLOCK COVER 21 INTERLOCK I BEVELED 221 INTERLOCK COVER PRODUCT REVISED >;wmptying with tIW Flrvidu :r+itdiug Cade :1rcrptnnrro Na f�0"d774••p� tisCp�innion.Date ?p�0 Revised By: Date: Revlslan: By / .316' -�{ � .300' Mimui)adc PraducfCon ,864" ,175" ccc��� -' Rev(sed By. Date: Revision: .754° �.7TT50" ...., , .035' .025' -{ p Description: Drown By: 72 LAMIIG 81 EXTRUDEDI 82 ROLLED I - 6 I�(�jy WINDOW EXTRUSIONS J ROSOWSKI BEADING SCREEN FRAME SCREEN FRAME ' 1070 TECHNOLOGY DRIVE 7IBe: Data: N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (941)-480-1600 Sedes/Modal: Saat.. Sheat: Orcwing No. Rer, {�(CYN{41MI05P.E. P.E.I!5878705 CERT. OF AUTH. #29296 SH-5500 NTS 11 OF 13 MD-SH5500-01 A TABLE 12: TABLE 12,CONT.: SILICONE HOT-MELT BUTYL 8111 of Material BIII of Material,cont STRUCTURAL SILICONE # Part# Description Material # Pad# Description Material STRUCTURAL 3/16"NOM. POLYISOBUTYLEN— 1/4"NOM. FOAM 1 620101 Single Hung Frame Head 8 Jambs-J-Channel PVC 45 720197 Auto Loc Mechanism C Steel WITH 2 620102 Single Hung Frame Head&Jambs-Flange PVC 46 720198&9 Sweep Lock Cast Zinc WITH DESICCANT DESICCANT 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 720195&6 Auto Lock Cover Assembly Cast Zinc EXT.GLASS EXT.GLASS 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 SIII-J-Channel PVC 49 720200 Auto and Sweep Lock Keeper Cast Zinc 6 620106 SH/DH Frame Sill-Flange PVC 50 76X34PPA #6 x 3/4"PH.PH SDS(Keeper Screw) SS 7 620107 SH/DH Frame SIII-Fin PVC 51 420181 VR Beveled Tilt Latch Comer Key PVC INT.GLASS INT.GLASS 8 1 620108 SH/DH Frame Sill-Equal Leg/Box PVC 52 1 420182 LIR Pull Rail Tilt Latch Comer Key PVC 14 1 620131 IFixed Meeting Rail PVC 53 7634PHFL 1#6 x 3/4"Ph.FH SDS(Comer Key Screw) SS KODISPACE SUPER 161 620129 ISash Rall(Sides,Top&Bottom) PVC 54 420183 ITilt Latch PVC 7s 4SG TPS 77 SPACERD NXT TM 17 620134 1 Balance Cover PVC 55 420184 ITIlt Latch Retainer PVC 18 620133 1 Sash Stop/Screw Cover PVC 56 720207 1"Tilt Latch Spring SS 19 1 620156 IPuIl Rail Interlock 6005 T5 Al 1 57 420186 Plastic Tilt Latch Finger Pull PVC ALUMINUM 20 620144 Pull Rail Interlock Cover PVC 58 720192 Metal Tilt Latch Finger Pull Cast Zino REINFORCEMENT POLYISO- DESICCANT FILL AREA BUTYLENE 21 620157 Beveled Interlock 6005 TS Al 59 420180 Phot Bar Comer Key PVC 5/16°NOM. 22 620145 Beveled Interlock Cover PVC 60 720206 Plwt Bar SS 5116"NOM. SEAL BUTYL& SILICONE SEAL 23 620150 Light Sash Reinforcement 6063 T6 At 63 720191 Sash Pull Handle Cast Zinc DESICCANT ROLL-FORMED 25 620152 HD Sash Reinforcement 6063 T6 At 64 720194 Sash Pull Handle With Latch Assembly Cast Zinc FOAM STAINLESS STEEL 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 At 66 420188 Bottom Latch Strike Plate Cast Zinc EXT.GLASS 30 61644 Weatherstrip,.187"x.270"Fin Pile 67 7858B #8 x 5/8"Ph.FH SMS(Strike Plate Screw) SS 31 6Q300 Weatherstrip,.190"x.300"Foam Bulb Flex PVC 72 720135 Lami I.G.Bead PVC 32 61719 Weatherstrip,.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+/-5 duro. EPDM 35 78X1MTff #8 x 1"Ph.PH SDS(Interlock Mounting Screw) 80 61012 Extruded Screen Frame Alum 78 DURASEAL® 78 XL EDGEIM 36 78X3THPX #8 x 3"Ph.PH SMS(Meeting Rail Screw) 410 SS 81 61011 Roll-Formed Screen Frame Alum SPACER SPACER 37 71669SP Meeting Reil Screw Support Plate 6063 T6 At 82 7CKGLB21 Screen Comer Key for Extruded Frame X 4 PVC 38 720210 Weep Hole Cover PVC 83 47042 Screen Comer Key with Pull Ring X 2 PVC 40 720)0000( 1Constant Force Balance 1 84 47041 Screen Comer Key without Pull Ring X 2 PVC 41 #8 x 3/4"Ph.FH SMS(Con.Force Balance Screw) SS 85 7CASPM Tension Spring SS 42Spiral Balance 86 61816C48 Screen Cloth Fiberglass 43 720205 Spiral Balance Shoe Nylon 87 61635/61614 .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 76 Kommeding 4SG TPS Spacer System See this as oDUCTR[iVISED 77 Quanex Super Spacer nXr Wth Hot Melt Butyl n,alding Code nw rhaiM 78 Quanex Duraseal Spacer Sheet for l;'pf4.wN Acacp4mce Pk O� Materials L'xpiuuianDarc /Jp2p 79 Cardinal X.Edge Spacer Revieed ey: Date: Revision: REFERENCE TEST REPORTS:FTL-8717,8968&8970 JR 05/05/16 A)ADDED SPACERS Dy - Mimni)nde Product o�1mR" Revised By: Date: Revlelo L/ Descriptlow Drawn W. {{ BILL OF MATERIAL(BOM) J ROSOWSKI 1070 TECHNOLOGY DRIVE Trite: Data; NOTES: N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 '!-� (941)-480-1600 Serree/Moder: Scale: Sheet. Drawing No. Rev: 1)PVC BY ROYAL WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. A:LYNN MILLER,P.E. 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. P.E.R 58705 CERT. OF AUTH. #29296 S H-5500 NTS 12 OF 13 MD-SH5500-01 A I CPT.SWEEP LOCK OPT.AUTO LOCK OR 52 N, OPT.PULL -@ORS 01. INTERLOCK 8. COVER 5686 87 hi OPT. BEVELED 21) MITERED FRAME WITH NTERLOCK C16 INTERIOR AND EXTERIOR &COVER FRAME WELDS 54 72)X4 Y2 -�53 NX4 53 -5(l BOR 801 / 0 /- 0 C� 60 OPT PULL HANDLE ASSEMBLY 64 WITH LATCH 41 AO z < DETAILS CONSTANT FORCE ji: 65 16 @OR 83 BALANCE OR OPT.PULL -�4 OR 43 42 43 SPIRAL BALANCE HANDLE - 63 67 1 16 MITERED FRAME WITH SASH —INTERIOR AND EXTERIOR 31 ASSEMBLY FRAME WELDS 66 DETAILS EXTERIOR 59 ----------- ------- A77-Acas ........ Ing 53 5 ------- ....... ------------------------------ .... ............-------- FRAME Revised By. Date. Revislon: B-y ASSEMBLY Date: R-hl- DETAILS Revised By. Description: Drawn By. EXTERIOR 7 EXPLODED ASSEMBLY J ROSOWSKI NOTES: 1070 TECHNOLOGY DRIVE T,t I.: Date: 1 SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION LM 05/15/15 2)J-CHANNEL FRAME SHOWN,PARTS It I&5.OTHER FRAME TYPES APPLY. (941)-480-1600 Series/Model: a. R.� 3�FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 68 7. "A."lifYININ -' jsN�ITS l7f: OF 13 717-SNI-15500-01 4 USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. MILLER.P.E. CERT. OF AUTH. #29296 SH-5500 3 MID REX 56705