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HomeMy WebLinkAboutNotice of Acceptance MLAMI•�®E 'F_ 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) w vw.miamidade.soy/econonty 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). I This NOA shall not be valid after the expiration date stated below.The Miami-Dadel 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 ltheir jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by 4ami-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. i DESCRIPTION: Series"5500"PVC Single Hung Window—L.M.I. � APPROVAL DOCUMENT: Drawing No.MD-SH5500-01 titled"Single Hung Window Installation- LM",sheets I 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 j 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. j 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 thi's 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. f 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 Briildin Official. P J q g This NOA revises NOA#15-0519.05 and consists of this page I and evidencepages,D-1 and E-2 as well as Pg approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. I ' NOA No.16-0714.03 MIAMI•DADE COUNTY _ r Expiration Date: July 30,2020 r t Ap roval Date: August 18,2016 p l Page 1 i I y I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519.05) 1 2. Drawing No. MD-SH5500-01 titled "Single Hung!Window Installation - LM", sheets 1 through 13 of 13, dated 05115115, 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®NXTTMi spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 land 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 NOA No. 15-0519.05) %�/�, f t Manuel P ez,P E. Product Control Exam�' er NOA No.16- 4.03 Expiri Lion Date: July 30,2020 Approvi 1 Date: August 18,2016 E-1 i a I PGT Industries,Inc. I 1 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED i 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, expiringion 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-5t'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,issjued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA 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.1."approved on 07/30/15 and expiring on 07/3 0/20. j Manuel Per �. P loduct Control Eiamyy er NOA No. 16-�? 4.03 Expiration Date: July 30,2020 Approval Date: August 18,2016 E-2 I � ANCHORAGE ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING EXAMPLE FOR 28.1/8"MAX.O.C. 21-518" �� RADIUS-TOP -1 54°MAX.BUCK WIDTH MAX.O.C. FOR ARCH•TOP VARIES PER REINFORCEMENT LARGE&SMALL MISSILE HEADER(SIM. 12"MAX.FROM HEADER(SIM.FOR ALL LEVEL,SEE SHEETS 6.7 IMPACT RESISTANT FOR ALL FRAME SEAM -� 30" 12"MAX. / WINDOW TYPES) WINDOW TYPES) B,SEE ___ MAX.O.C. // SHEET3' / /" 52-1/8"MAX.BUCK WIDTH A.SEE�'- _ 10"MAX.FROM IL SEE SHEETS 1-1/4" B,SEE 30"MAX.O.C. -+►}-12"MAX SHEET 3+ FIXED VISIBLE 12 / FRAME SEAM SHD.SEEEET 4 I 8&9 SHEET 3 LIGHT WIDTH T SHEET 3i._. - 12°MAX. I FIXED SHEET 3'--'SEE �-30°MAX.O.C.-►{ 12"MAX. C,SEE�-- '-' SHEET4 I I / + EQUALL VISIBLE Y / LIGHT 17.718 MAX.O.C. A,SEE EQUALLY - / - 17-718"MAX.O.C. SPACED / SHEET3� ANCHORSPER HEIGHT SPACED EQUALLY -L TABLES 9.11 - -L 17.7/8"MAX.O.C. ANCHORS PER O / O / 91.78" SPACED / TABLES 9-11 MAX. ANCHORS PER 8G 84" I BUCK TABLES9-11 / 62" O BUCK �- EIGHT MAX. I HEIGHT MAX.Mom T BUCK AS SHOWN 10 D.C. BUCK 10"MAX.O.C. 10"MAX.IO.C. C HEIGHT X . HEIGHT I X (8AX.)---'- •-•- '- 1 ----- MAX.)'-'-'- ' 11 / 13-3/4"MAX.O.C. /13-3/4"MAX.O.C. EQUALLY SASH 13.3/4"MAX.O.C. EQUALLY -- SPAACEDmo SPACED VISIBLE � SPACED SEE ANCHORS PER + ANCHORS PER LIGHT ANCHORS PER - i I SHEETS /TABLES 9.11A TABLES 9-11 HEIGHT A TABLES 9-11 I A8&9C1 1 16-112"MAX. <<<t 6.1/2'MAX. JIr 6-1/2"MAX. }SILL --r SEE SILL WEEP- B y-•--• NO ANCHORS AT SILL SEE SILL-NOTCH DETAILS, B y(�' 54°MAX.BUCK WIDTHL�{�NOECH DETAILS, D 1.1/4" NOTCH DETAILS, '�{I SASH VISIBLE SILLWEEP- 54"MAX.BUCK WIDTH NOTCH DETAILS, LIGHT WIDTH SHEETS SHEETS SHEET3 SHEET4 ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP,FLANGE FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP:FIN OR J=CHANNEL FRAME SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEL/PROVIEW CONFIGURATION SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH D THRO ITECONFIGIL-FIN N ' 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 GENERALNOTES.........................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. 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" OPTIONS.............................2 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 LEG/BOX.................3 INSTALLATION,INTEGRAL FIN 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 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). 8 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 PRESSURES...................6.7 __6)114'_MAX.,SHIMS_ARE_REQUI13ED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. ANCHOR QUANTITIES.................8-10 - 7)DESIGN PRESSURES: - --- - - ---- -__._- EX USIO --—-- - -- - - - A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. -13 8.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. STANDARDS USED: ASSEMBLY&PARTS LIST...........12 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 •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION 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 •ASTM E7300-09 •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. PRODUCT RBd1SR0 ICTION. • 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDALUMINUM DESIGN MANUAL,ADM-2010 as cwplyiag with Gas FlMde 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-S100-07/S2-2010 _ Da Ift Cnde '6"O LIGHTER SHADES OF CAP COATED PVC EXTRUSION NONS;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS&AL MINUM DESIGN MANUAL Accoptwice No 4-() ``19)-APPLICABLEEGRESS REQUIREMENTS-TO-BE'REVIEWEDBY-BUILDING OFFICIAL-.- --��-L�'_e'.! /y,�_ -,ReHsed_By:,_Date: Revision•, C"�Dlmlion ` ; JR 05/05/16 A)ADDEDSPACERS Ay USER INSTRUCTIONS: :,:i.;' • TO SHEET 11. Mionil ndo Product Coatrot )' ' Revised By. Dote: Revision: 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. r<„::- 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN Crown By: PRESSURE FROM TABLES 4-8.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW . ­ ju-T Description: OPENING OBTAINED INSTEPI. GENERAL NOTES&ELEVATION J ROSOWSKI 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11.VERIFY THE ANCHORISUBSTRATE WILL MEET REQUIREMENTS FOR 6 1 , t r• 1070 TECHNOLOGY DRIVE T(0e: YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. +''•'' s;e 0 e: 5)INSTALLAS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. ,/ . •,'.,,:I.!)1,����•',. �� N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM. 05/15/15 �'v�, (941)-480-1600 Series/Modal: Scale: Sheet: Drcwing No. Rev: NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J•CHANNEL,FLANGE, / ' N�`� 1 INTEGRAL FIN OR EQUAL LEG/BOX). /(!L�REXBB705 P.E. CERT. OF AUTH. #29296 SH-5500 NTS 1 OF 13 MD-SH5500-01 A P.E.tI 68705 Z 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 Type Table# Shoat# (see Fig B) (see Table 1) (sea Fig A) (see Fig C) 5 7/8"Laminated I.G.:118"A Exterior Cap+7/16"Air Space+5/16"Laminated;(2)Liles of 1/8"A Glass with.090"PVB Intedayer 4,5 6 6 7/6'Laminated I.G.:1/8"T Exterior Cap+7/16"Air Space+5116"Laminated;(2)Lites of 1/8"A Glass with.090"PVB Intedayer 4,6 6 ....into 2X Wood CMU-Frame sheet 3,p-sheet 3,option 1 Equal-Cite, Square/Rect., 7 7/8"Laminated I.G.:3/16"A Exterior Cap+318"Air Space+5/16'Laminated; 2 Lites of 1/8"A Glass with.090"PVB Intedayer_ 4,6 6 Flange Through the frame ....into Concrete/CMU-sheet 3,option 2 p () #2 5-16 Oriel/Preview Arch-Top 8 of the window...... 8 718"Laminated I.G.:3/16°T Exterior Cap+318"Air Space+5/16"Laminated;(2)Lites of 1/8"A Glass with.090"PVB Intedayer 4,6 6 ( ) &Cottage Radius-Top ....through 1X Buckstdp into Concrete/CMU-sheet 3,option 3 9 7/8"Laminated I.G.:1/6'A Exterior Cap+7/16"Air Space+5/16"Laminated;(2)Lites of 118"H Glass with.090"SG Intedayer 7 7 ....Into Metal-sheet 3,option 4 10 718°Laminated I.O.:1/8°T Exterior Cep+7l18°Air Space+6/18°Laminated;(2)Liles of 118"H Glass with.090"SG Intedayer 7 7 Into 2X Wood Frame/Buckstdp-sheet 3,option 1 .... Box I Equal•Ule, Square/Rect., Through the frame ....Into Concrete/CMU-sheet 3,option 2 11 7/8"Laminated I.G.:3/16"A Exterior Cap+3/8'Air Space+5/16"Laminated;(2)Cites of l/8"H Glass with.090'SG Intedayer 7 7 Equal-Leg 5-16 Oriel/Prmiew Arch-Top$ g 12 718"Laminated I.G.:3116"T Exterior Cep+3/9"Air Space+5116"Laminated;(2)Liles of 118"H Glass with.090"SG Intedayer 7 7 (#4) &Cottage Radius-Top of the window...... through 1X Buckstrip Into Concrete/CMU-sheet 3,option 3 13 7/8"Laminated I.G.:1/6"A Exterior Cap+5/16"Air Space+7116"Laminated;(2)Was 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+6116"Air Space+7/16"Laminated;(2)Lites of 3/16"A Glass with.090"SG Intedayer 6 7 Through the ....into 2X Wood Frame/Buckstdp-sheet 4,option 5 Equal-tits, Square/Recl.,Integral fin...... .,..Into Metal-sheet 4,option 7 16 716'Laminated I.G.:3/16'A Exterior Cep+1/4°Air Space+7/18"Laminated;(2)Cites of 3N6°A Glass with.090"SG Intedayer 7 7 J-Channel p 5-8 Oriei/ProNew Arch Top& 16 718"Laminated I.G.:W16"T Exterior Cep+1/4"Air Space+7/15"Laminated;(2)Liles of 3/16"A Glass with.090"SG Intedayer 7 7 (#1) &Cottage Radius-Tap Through the frame ....Into 2X Wood Frame/Buckstrip-sheet 4,option 6 of the window...... ,...into Metal-sheet 4,option 8 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME ' GLASS TYPES S.7,9,11.13 Through the ....Into 2X Wood FramelBuckstrip-sheet 4,option 5 Min.Edge Min. &15 MAY NOT BE USED IN integral Fin Equal-Lila, Square/Rect.,integral fin...... „•,Into Metal-sheet 4,option 7 Group Anchor Substrate Distance Embedment' THEHVHZABOVE30'. 5-8 Oriel/Prodew Arch-Top$ (#3) &Cottage Radius-Top Through the frame .-Into 2X Wood Frame/Buckstdp-sheet 4,option 8 #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' 3/8" 0.0501, •MIN.OF 3 THREADS (steel,18-8 S.S. Steel Stud,A653 Gr.33' 3/6" 0.0451"(18 Ga.) BEYOND THE METAL FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES or 410 S.S.) A Aluminum,6063 T5' 3/8" 0,050" SUBSTRATE.FOR "A"=ANNEALED P.T.Southern Pine(SG=0.55) 7/16' 1318" MT.Fu=45 STUDS. �-. "H"=HEAT STRENGTHENED MIN.Fu=45 KSI& ^T'=TEMPERED 3116"steel Ultracon Concrete(min.2.85 ksl) 1" 1-3/8" MIN.Fy=33 KSI. / I/L2 "PVB"=.090"BUTACITE®PVB Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" Il 4 0 BY KURARAY AMERICA,INC. P.T.Southern Pine(SG=0.55) 9/16" 13/8" VALUES"UNGRO CMU" — �/ Q#12SMS Steel,A36' 316" 0.050° VALUES MAY BE _ BOX OR SG"_ INTESENTRYBYK GLASO B (steel,18-8 S.S. USED FOR GROUTED FLANGE EQUAL- AMERLAYER BY KURARAY Steel Stud,A653 Gr.33' 318" 0.0451"(18 Ga.) CMU APPLICATIONS. LEG AMERICA,INC. or 410 S.S,) Aluminum,6063-T5" 318" 0.063" EQUAL-CITE ORIEL COTTAGE 1/4"steel Ultracon Concrete(min.2.85 ksl) 1" 1-3/4" o C Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" FIGURE C:FRAME SHAPES 1/4"Steel Ultracon P.T.SouthernConcrete (min.2.85 ksi 55) 1" 13/8" / BUCK WIDTH——�{BUCK WIDTH— „ - ------ ----• ----- 1/4"steel Creteflex Concrete(min.3.35 ksi) 1" 1-3/4" BUCK WIDTH 1/4"steel Ultracon Concrete(min.2.85 ksl) 2-1/2" T / j/ f 1 (1� 3 0 1/4 steel Creteflex Concrete(min.3.35 ksi) 21/2" 13/4" c9 co cs T Ungrouted CMU,(ASTM C-90) 2-112" 1-1/4" _ _ _ _ T J•CHANNEL INTEGRAL D 1/4"steel Creteflex Q —- P.T.-Southern-Plne:(SG=0.55)_- _1" __ 13/8" _- _'� _ _ _O__ x_ O w W- - - - — 1/4"steel Aggre-Gator Concrete(min.3.275 ksl) 1-112" 1-3/8" cc m wx 1/4"steel Aggre-Gator P•T•Southern Pine SG=0.55 1" 1-3/8' 1 ! + + Grouted CMU,(ASTM C-90) 2" 2" 1 1 1 1 0 RECTANGULAR RADIUS-TOP ARCH•TOP TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY PRODUCT 1tEVISED BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING as wraplyi.s with lire Florida Min.Edge Min. DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM Building Code Group Anchor Substrata AmpluncoM 16'0714•13 Distance Embedment' THE TABLES ON SHEETS 8-10. - -- Ravfsad-By: _Date:__ Revraron:--- Czpimrkr+l Umb -1 E 2-1/2'x.131"Common Neil P.T.Southern Pine(SG=.55) 318" 2-7/16" , - -- -- 2-112"Ring-shank Roofing Nell P.T.Southern Pine(SG=.55) 3/8" 2-7/16" ,,•:,,,,,"• h4iami aria CrndaRt Con r(�il P.T.Southern Pine(SG=.55) 1/2' 1-3/8" Revised By: Dote: Revision: #10 Trusshead SMS Aluminum,6063-T5' 3/8" 0.050" (steel,18.8 S.S. Steel Stud,Gr.33' 3/8" 0.0451"(18 Ga.) ® Dascriptlon: Drawn By: or410S.S.) F Steel,A38° 3l8" 0.050" MIN.' OF 3 GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI /; i '6 THREADS BEYOND (/�• _ P.T.Southern Pine(SG=.55) 91161, 1-318" THE METAL �-"e.` ', Dote: #12 SMS ��'�,...;.•.•, '�•- 1070 TECHNOLOGY DRIVE Vile: Aluminum,6063-T5' 318" 0.083" SUBSTRATE.FOR ' r •:; N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (steel,1M S.S. Steel Stud,Gr.33' 3/8" 0.050" STEEL STUDS, .".••..•.•• (941)-480-1600 or 410 S.S.) MIN.Fu=45 KSI& irr ;.y;� s, '�� - Sedee/Model: Scare: Sheet: Drawing No. Rev., Steel,A38' 318" 0.050" MIN.Fy=33 KSI. A,LYNN("(IL4ryR)�.E. CERT. OF AUTH. #29298 SH-5500 NTS 2 OF 13 MD-SH5500-01 A P.E.II ti8705 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X INSTALLATION DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 I— EDGE DISTANCE SEE NOTE 2,THIS SHEET. EMBEDMENT ANCHOREDTHROUGH EMBEDMENT FRAME INTO ZX WOOD 114"MAX SHIM ° FRAME OR BUCKSTRIP. 16 1/4"MAX SHIM C� �— _ SASH VISIBLE 17 SEE NOTE 2,THIS SHEET. EMBEDMENT EDGE 18 LIGHT WIDTH ❑ EDGE ❑� � a DISTANCE FLANGE FRAME DISTANCE ? SHOWN D 44 BALANCE q L1/4"MAX TYPE VARIES - TYP.ANCHOR SHIM TYP.ANCHOR TYPE, 42 WITH SASH o TYPE, 2 �D EMBEDMENT AND. ° R Q WEIGHT 64 •• EMBEDMENT TYP.ANCHOR TYPE, EDGE I I� 30 a� AND EDGE EMBEDMENT AND EDGE DISTANCE PER ILJI • 31 DISTANCE PER DISTANCE PER SUBSTRATE, SUBSTRATE, a EDGE SUBSTRATE, SEE TABLE 2,SHEET 2. •DISTANCE SEE TABLE 2, SEE TABLE 2 SHEET 2. InI EXTERIOR 0 I� 18 n 87 SHEET2. o V 4 D� �Da 19 D OPT.SASH TOP LIGHT WIDTH FIXED 20 FLANGE EQUAL 2 V VISIBLE LIFT RAIL IX • LIGHT FRAME I BUCK WIDTH _ILEG/BO HEIGHT 1 FORALLWINDOWS: NOTES: SHOWN r FRAME 1 ANCHOR @3.65" - HORIZONTAL SECTION A-A SHOWN 49 48 21 FROM END AND AT 1)USE ONLY SUBSTRATE-APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, SHEET 2.FOLLOW EMBEDMENT AND OVER 38"WIDE: � DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD, 72 0 ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 2,SHEET 2. SCREWS @16-3/8" INSTALLATION OPTION SHOWN MAY 14 45 46 47 O FRO BE USED ON ANY SIDE OF THE 35 M END. WINDOW. o FOR WINDOWS WITH 1!4"MAX. BOTTOM LOCKS: SHIM #10 OR 1#12 STEEL 1/4"MAX, BUCK 50 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLING SHIM- HEIGHT SCREWS @ B•3l8• USED INTO WOOD AS PER TABLE 2, SMS(OS),SEE 85 FROM END. SHEET ALL WOOD BUCKS LESS ❑ TABLE 2, ❑� 30 THAN 1-1/2"THICK ARE TO BE SHEET 2. SASH CONSIDERED 1X INSTALLATIONS.IX - EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS _ yy 16 DEPICTED AS 2X ARE 1-1/2"THICK 86 L USE EITHER OR GREATER.1X AND 2X BUCKS OPT. 85 LATCH OR (WHEN USED)SHALL BE DESIGNED U (2)1" 81 30 64 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE EQUAL ' INTERIOR. _ _ _ 31 _ __ TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME LEG/BOX WEEP FROM SAS END. RESPONSIBILITY OF HE ENS EE_ - --SHOWN '_ D�o_- --FRAME— NOTCHES AT FROM SASH END. RESPONSIBILITY OF THE ENGINEER SHOWN EACH END. S0 OR ARCHITECT OF RECORD. EXTERIOR 8 86 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION f"1 INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION 4 V OPTION 4 PRODUCTRHVIBBU 67 OPENING)IS MEASURED FROM oe complylag.vith do WlodAp 1/4°MAX SHIM BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH Ihdlft Codc FR AL. HOVOX �,--11r—��� Lxpiml ncc No `.O3 JL J FRAME INTO METAL FRAME INTO METAL - -FRAME.SHOWN_ L•xpimtiun Data o--- �-tt-I9I(i�,//, -- -.Revved-By:_Date; Revlelan:__ By NO ANCHORS 21"X 1.25° :�.ii i;'!.!K;�,` Mlnm ode Pm4aC1 CmIIY Dale: Revlelon: WWEEPHOLE /COVER@ REQUIRED IN VISIBLE LIGHT FORMULAS +' - Reaeed ey: FLANGE OR 2.87"FROM 38 EQUAL-LEG WIDTH "•(ic.. _ EACH END. FRAME SILLS @SASH:BUCK WIDTH-6-112" .�' :RT. Descrip8onr Orcwn By: @FIXED LITE:BUCK WIDTH b �b; .!:!=: FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI . . HEIGHT(EQUAL-LITE) ,;;'i 1070 TECHNOLOGY DRIVE 71t1e: Date: VERTICAL SECTION B-B BUCK HEIGHT/2.3.15/19' .;>'.' ;; = N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 "•`' (941)-480-1600 Series/Model: Scale: Sheet: Or"'rig No. Rev: A.L/YJJN MII:(.�Rap . CERT. OF AUTH. �f29298 SH-5500 NTS 3 OF 13 MD-SH5500-01 A P.E.)h584 b5 INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN WOOD FRAME OR BUCKSTRIP.SEE INTO 2X WOOD FRAME OR INSTALLATION OPTION 5 EMBEDMENT NOTE 2,THIS SHEET, BUCKSTRIP.SEE NOTE 2,THIS SHEET. I�— EDGE DISTANCE ANCHORED THROUGH INTEGRAL EMBEDMENT - FIN INTO ZX WOOD FRAME OR O 1/4"MAX SHIM 1/4"MAX SHIM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 16 SHEET. TYP.ANCHOR TYPE, SASH VISIBLE J-CHANNEL EMBEDMENT AND EDGE 18 LIGHT WIDTH Q FRAME DISTANCE PER SUBSTRATE, D p• a SHOWN SEE TABLE 2,SHEET 2. -- --- o (SCREW SHOWN) 44 BALANCE r°'� EMBEDMENT -- a0 L1/4"MAX SHIM TYPE VARIES 42 WITH SASH o OTYP.ANCHOR TYPE, EDGE DISTANCE Q WEIGHT 54 30 �a DEMBEDMENT AND EDGE ISTANCE PER SUBSTRATE, J— �n� • 31 a� OI SEE TABLE 3,SHEET 2. CJD�o EXTERIOR TYP.ANCHOR TYPE, T (lJ 18 (NAIL SHOWN) 15 87 3 INTEGRAL DISTANCE PERAND EDGE SUBSTRATE, 19 -I FIXED VISIBLE FIN SEE TABLE 3E SHEET 2. FIXED 20 OPT.SASH TOP -I LIGHT WIDTH FRAME J•CHANNEL SHOWN (NAIL SHOWN) VISIBLE LIFT RAIL FRAME 1 LIGHT HEIGHT I FOR ALL WINDOWS: NOTES: SHOWN yy 1 ANCHOR @ 3.55" BUCK WIDTH 49 48 FROM END AND AT 1)USE ONLY HORIZONTAL SECTION C-C 0 21 CENTER. SUBSTRATE-APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 72 --5 OVER 36"WIDE: OF SHEET 2.FOLLOW EMBEDMENT 1/4„MAX DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 0 ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY SHIM -.{ MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3,SHEET 2. 45 46 47 SCREWS @18.3/8" INSTALLATION OPTION SHOWN MAY 14 35 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. BUCK BOTTOM LOCKS: #10 OR'412 STEE)AND/OR {.... 1/4"MAX. HEIGHT 50 Q D 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAYBE SELF-DRILLINGI SHIM SCREWS @ 8.3/8° USED INTO WOOD AS PER TABLE 2, SMS(G5),SEE 85 -� FROM END. SHEET 2.ALL WOOD BUCKS LESS Q TABLES 2&3, QL� 30 THAN 1.1/2"THICK ARE TO BE SHEET 2, D SASH CONSIDERED 1X INSTALLATIONS. EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHT USE EITHER UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS LATCH(SHOWN) DEPICTED AS 2X ARE 1-1/2"THICK 86 1g OR BOTTOM OR GREATER.1X AND 2X BUCKS OPT. LOCK SHEET3. 65 (WHEN USED)SHALL BE DESIGNED (2)1" 81 30 g3 TESTED UNIT ) TO PROPERLY TRANSFER LOADS INTERIOR _ ___ 31 LOCATION: END TO THE STRUCTURE.WOOD BUCK FLA- --- FROM SASH ENO.- - IGN o EACH ENO, NO ANCHORS OR ARCHITECT OF RECORD.TION ISTHE FRAME SHOWN o NOTCHES AT gp p RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN �Illll REQUIRED IN FRAME EXTERIOR INSTALLATION 7 SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 �I, OPTION 8 PRODUCTRSV1SED OPENING IS MEASURED FROM oa cam 1 u with Mo FW& 1!4"MAX ) ANCHORED THROUGH ANCHORED THROUGH FRAME INTO METAL D�8 INTEGRAL FIN / BEADING TO BEADING, INTEGRAL FIN/FLANGE REMOVED A Iding Q SHIM INTEGRAL FIN INTO METAL ( ) ._FRAME SHOWN-� _o--- - - _ --- - _ _-- —_ - 1saxtjir t Dnte O - - - - �•� �y� ---_ ---_ _ ...Revlaed_By:_Dote: _ C 27"X1.25"WEEPHOLEI .� 1;(i'l/d ''', - O WICOVER a 2.87"(-- 1j`/•' DY. C I -,i."• Mimi 7nJc Product Cmi 38 FROM EACH END. ``�''""' •'• ' Revised By: Dote: R-Won: VISIBLE LIGHT FORMULAS TYP.ANCHOR TYPE, , ,;j:j'; EMBEDMENT AND EDGE EDGE DISTANCE WIDTH ' _� @SASH:BUCK WIDTH•6-12" _ ® DescAptl- DISTANCE PER SUBSTRATE, Drown By: SEE TABLE 3,SHEET 2. EMBEDMENT @FIXED LITE:BUCK WIDTH-4.318° '•• ` y �6 -.; J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI SCREW SHOWN ( I HEIGHT(EQUAL-LITE) 1070 TECHNOLOGY DRIVE ntla: Date: INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK HEIGHTl2-3.15116" ;;;;'`. N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 06/15/15 ANCHORED THROUGH INTEGRAL FIN '���`�;'!, ,,, (941)-480-1600 INTO 2X WOOD FRAME OR BUCK- A'LYNN MIWIiR;A\E.'` Serfes/Modal: Scale: Sheet: Growing No. Rev: STRIP.SEE NOTE 2,THIS SHEET. P.E.ft 58705 CERT, OF AU1H. #29296 SH-5500 NTS 4 OF 13 MD-SH5500-01 A 718"NO 718'NO 7/8"NOM. 7/8"NOM. 718"NOM. 5116"A/A PVB 5/16"A/A PVB 5/16"A/A PVB I I 5116"A/A PVB I 6116"H/H SG 7/16"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 7/16"AIR SPACE 1/8"A_GLASS 1/8"T GLASS 3/16"A_GLASS 3/16"T GLASS 1/8"A GLASS aEXTERIOR b a EXTERIOR a EXTERIOR a EXTERIOR NI, a EXTERIOR (9- 76-7a 7&79 79-79 78-79 7Kfl GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 -�{ 7/8"NOM. Imo- 7/8"NOM. 7/8"NOM. 7/8"NO 7/8"NOM. �- 5116"H/H SG I 5/16"H/H SG 5/16"H/H SG I 7/16"A/A SG I 7/16"A/A SG 7116"AIR SPACE 3/8"AIR SPACE 3!8"AIR SPACE 5/16"AIR SPACE 5/1 B"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 a EXTERIOR a EXTERIOR a EXTERIOR 78-79 78-7a 78-7a 78.79 7fi79 VN GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 718"NOM. - 718"NOM. 7/16"A/A SG I 7/16"A/A SG 1/2"NOM.GLASS GLASS TYPES 9 THROUGH 1/4"AIR SPACE 1/4"AIR SPACE 76-79 BITE TYP. 16 MAY NOT BE USED - 3/16"A GLASS _ — 3/16"T GLASS — - - — -WITH.J-CHANNEL OR 72 74 INTEGRAL FIN FRAMES a EXTERIOR a EXTERIOR 31 ' GLASS TYPES 5,7,9,11,13 78-79 79.79 8 15 MAY NOT BE USED IN EXTERIOR 75 THE HVHZ ABOVE 30'. PRODUCT RBVISED • os conq'Iylna'vith Yao P1Wida GLASS TYPE 15 GLASS TYPE 16 Oeiid'eip Code -- -- .--- - - 30. --- - - --- •- - ----- -- — - - _ G ciM 36 OM DI -Revised-By:-Dale:- --�Revislon:- - - - --•--- --- ..-6 2D2O /o: !• Munn'Do&Product ��0�❑ r1` %�rl+h '• Revlsed 8y: Date: Revislon: • GLAZING NOTES: d".Li;'Ip i 'A"=ANNEALED I-T Drawn Description: BY. GLAZING DETAIL "H"=HEAT STRENGTHENED / GLAZING DETAILS J ROSOWSKI ''=TEMPERED .'....! "PVB"-.090"BUTACITE®PVB BY KURARAY AMERICA,INC. -,�r '. , 1070 TECHNOLOGY DRIVE Title: D. "SG"=.OBO'SENTRYGLASGBY KURARAY AMERICA,INC. ,,'}.•. I 1'p 6 "' N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 7.Ci:',i�l i.':'•:' (941)-480-1600 FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. '�i, Series/Model: Scale: Sheol: Drawfng No. Rev: v,• •�'A.,LYNN MII1 R,P.E. �A.E.�6dd7€9'S CERT. OF AUTH. �29296 SH-5500 NTS 5 OF 13 MD-SH5500-01 A TABLE 4: TABLE 5:glow typo edl.msash 2 TABLE 6: ate. 2 Deslgn Pressure,IbeRt ol.n type. DesignPreesure,lbslltq ryP•• Daslgn Pressure,Iballf a 0.eadplon for eh•n soeh Heighl 6,6.78e Ralnf.Level R..VOWmdmv Range On) Wino B.k%idlhm 8,788 +1-50.0 R2 Height U.. u to48 52125 +65.01-70.0 Relief.Lovel 23.5 Eq."a 1"94 +SS0 •70.0 485.0 .70.0 ROM,L.v.I R1 For ell wlndmv&sash eke, SlaMam C.ltago 14.617-15.870 +65.0 .70.0 +85., -10.0 R2 For all vdndev and sash ef2ee SEE TABLE 9,SHEET8 FOR 26 EgwlPle 11.377-11.682 +�.0 •70.0 .65.0 •70.0 SEE TABLE 10.SHEET9 FOR ANCHOR GROUP AND QUANTITY. slerdard PrMmv t1an.11.56z .05.0 -70.0 .65.0 .70.0 ANCHOR GROUP AND QUANTITY. T.1.1 23.517.25.280 +65.0 •70.0 405.0 -70.0 Sland.ecl WWI. 20.058-23.516 165.0 -70.0 +65.0 -70.0 37.375 Egntlge 17.517.20.057 .65.0 •70.0 +85.0 •70.0 _121 Slendaed NMev 14.517-VMS .65.0 .70.0 +65.0 .70.0 e Shortest 11.377-14.616 +85.0 -70.0 .63.0 •00.0 TBO.t 27.5B3.31.011 .65.0 .70.0 .65.0 .70.0 CnW1n 61a. 26517-27.582 .85.0 -70.0 .65.0 •70.0 If�I Sl.eWd Wlege 23.517-2D618 +650 -70.0 .65.0 -70.0 OIJ HEADER 44 Eetee416e 20.517.MIS +es.o a0.0 .65.0 .70.0 0 HEADER S=.rd PtMeB nsn-20.510 .65.0 -70.0 .55.0 .70.0 23 CuaW Sl.a 14.s17.17.61e .65.0 -70.0 .65.0 -70.0 23 ShWut 1 11.377.14.510 .65.0 1-70.0 .65.0 1•70.0 1L� Telut 3L583-38.011 .65.0 •70.0 .65.0 -70.0 M o Sleard Cdlege 26.517.31.502 4650 .70.0 .65.0 -70.0 a o Q Equ.H2e 20.517.2e.518 4660 .70.0 .85.0 .70.0 Q Q e OMEETING RAIL 48 SI.M.,d No-4- 17.617.20.519 +05.0 •70.6 41S.0 •10.0 MEETING RAIL aeemfilre 14.517.17.610 +650 •70.0 .05.0 •70.0 o Q 2S 0 Qel.msae 12617-14416 +65a -70.0 465.0 .70.0 27 6 EXTERIOR F Shodest 11.377.12516 .85.0 .70.0 465.0 .70.0 EXTERIOR IT, 0 E Was! 31208.37.638 185.0 •70.0 465.0 .70.0 �'"� 0 O i SWedald Cedap 28.517-31207 +Big -70.0 +6e.0 .00.0 v O 23 Equ.Hg. 23.517-20.616 .65.0 1.70.0 +65.0 .70.0 23 JAMB Cuslotn sue 20.517.23610 .65.0 .70.0 .85.0 1.70.0 JAMB 49.025 81.W.rd PrM- 17.517-20.510 +65.0 .70.0 +65.0 •70.0 EXTERIOR SASH EXTERIOR SASH HEIGHT a.l.maue 1.617.1.510 .6.0 70.0 65.0 70.0 (� HEIGHT Cualam sloe f2G17.14.610 +06 . 4 . .0 -70.0 85.0 70,0 Shortest 11.377-12510 .65.0 -70.0 405.0 .70.0 Tez.l 38.517-41.044 +65.0 .70.0 405.0 -70A 0 Standard Collage 31.517-3B.516 +6i0 -70.0 +65.0 •70.0 Q 23 Eq..Pile 28.517-31.510 +eS.O •710 +Dig .70.0 23 Slandam!NMm 23.517.26616 +e6.0 .70.0 .e5.o -10.0 SILL O � 02 Cuel.m Sla. 20.617-23.616 +85.0 -70.0 +05.0 1-70.0 1 SILL II Cu.l.m Slz. 17.517.20.518 +B5.0 •70.0 4B5.0 •70.0 u Cuslamalz. 14.617-17.818 +65.0 017.14. +65. 70.0 +85.0 LLstamSrsa O0 .70.0 +85.0 887..3 .. 1335 60 .7aa +85.0 ..5 �O❑ c Telleet 30.617-41.044 .65.0 .70.0 .65.0 .70.0 CuelamBiie 36.617.39.516 405.0 •70.0 465.0 •70.0 0 Equ.1­111. 35.517-33.510 +65.0 .70.0 +65.0 .70.0 75 L (=Sue 32,517.35.516 4MO .70.0 +65.o .70.0 -- -- SECTION DETAIL-FOR WINDOWS WITH-- - - -- SlandordPrMin 29.517-3251) +55.0 .70.0 -SECTION DETAIL FOR WINDOWS WITH__ _ LEVEL R1 REINFORCEMENT&GLASS TYPES 5,6,7&8 oe+ Slr. 20.517-20,610 +05.0 •70.0 .es.o 417.3 LEVEL R2 REINFORCEMENT&GLASS TYPES 5,6,7&8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE Shdlnt 25.510.20,518 +05.0 1-70.0 +65.0 1 8I)o (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES& Equ.144. 36517.41.044 +6&0 -70.0 405.0 •70.o APPLY TO ALL FRAME TYPES& CONFIGURATIONS) sa Cuetamslse 35.617.30.61E .660 1-70.0 +65.0 .67.3 CONFIGURATIONS) Standard P,Wm 33.616.35.518 1+65.0 1•70.0 +65.0 .60.5 PRODUCT REVISED 91.78 Te eat 1 4140 1+65.0 1 70.0 455.0 K5 as complying With fh0 Florida SEE TABLE 10.SHEET 9 FOR ANCHOR GROUP AND QUANTITY. ffidlding Code p� MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 A`repfi.n.No�' O /Q,'Zb2a _ r o D Ie n !lJ ILL(7,�- - ----- - --- ---- - - - - .Ravlaed_Ry: Dale:- __- Rav7s7on:---- __--GXpi- D "• �I'!:',. fldinlni )ndc Prndticl Con r %'�I`I ,' '•.'`: By Revised By. Dale: Revie7on: NOTES: Deecdpt7on: Drawn By: 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. ,. .L(' 6 1K�1� DESIGN PRESSURE TABLE J ROSOWSKI 2 FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. 1 ..' ;i?;::' ,!!!•,� 1070 TECHNOLOGY DRIVE Alfe: gate: N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN (941)-480-1800 ON THE TABLE. /l''r�!L'y ,'PE. Sedes/Model: Scele: Shoat: Dmwfnq No. Rev: I .d5i P5 CERT. 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Rev lan: Ry_ .316" .300" .,' CP( ...!'li i::v//i Ivlinnd lode PrnducCConf U . Revised By: Date: Revislon: .754" 750° .035" -�{�- .025" -►0�- `. -. ® Oeseripfion: Drawn By: T} Tt I I • � WINDOW EXTRUSIONS JR OSOWSKI LAM EXTRUDED ROLLED 6 I�I�(� 72 BEADING 81 SCREEN FRAME 82 SCREEN FRAME �' :• .�J Date: �•��� '•, 1070 TECHNOLOGY DRIVE TiBa: N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 •;.;.:``,�• (941�-480-1600 Series/Modal: Scale: Sheet: Drawing No. Rev. �!s1NNIMILLlti,F.E. CERT. OF AUTH. f/29298 SH-5500 NTS 11 OF 13 MD-SH5500-01 A REP 58705 TABLE 12: TABLE 12,CONT.: SILICONE HOT-MELT BUTYL BIII of Material BIII of Material,coot. STRUCTURAL # Part# Description Material # Part# Description Material STRUCTURAL SILICONE 3/16"NOM. POLYISOBUTYLEN 1/4"NOM, FOAM 1 620101 Singe ung Frame ead&Jambs-J-C anne PVC 5 720197 Auto Lock 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 1 720195&6 1 Auto Lock Cover Assembly Cast Zinc EXT.GLASS EXT.GLASS 4 620104 Single Hung Frame Head&Jambs-Equal Leg/Box PVC 48 1 76X1180PTX 1#6 x 1-1/8"Ph.FH SDS(Auto and Sweep Lock Screw) SS 5 620105 SHIDH Frame Sill-J-Channel PVC 49 720200 Auto and Sweep Lock Keeper Cast Zinc 6 620106 SH/DH Frame SIII-Flange PVC 50 76X34PPA #6 x 3/4"PH.PH SDS(Keeper Screw) SS 7 620107 SH/DH Frame SIII-Fin PVC 51 420181 UR Beveled Tilt Latch Corner Key PVC INT.GLASS INT.GLASS 8 620108 SH/DH Frame Sill-Equal Leg/Box PVC 52 420182 UR Pull Rail-nit Latch Comer Key PVC 14 620131 Fixed Meeting Rail PVC 53 7634PHFL 1l6 x 3/4"Ph.FH SDS(Comer Key Screw) SS KODISPACE SUPER 16 620129 Sash Rail(Sides,Top&Bottom) PVC 54 420183 Till Latch PVC 76 77 O TM 17 620134 Balance Cover PVC 55 420184 'nit Latch Retainer PVC 4SG TPS SPACER NXT 18 620133 Sash Stop/Screw Cowr PVC 56 1 720207 1"Tilt Latch Spring SS 19 620156 Pull Rail Interlock 6005 T5 At 57 420186 Plastic Tilt Latch Finger Pull PVC ALUMINUM 20 620144 Pull Rail Interlock Cover PVC 58 720192 Metal Tilt Latch Finger Pull Cast Zinc REINFORCEMENT POLYISO• DESICCANT FILL AREA BUTYLENE 21 620157 Beveled Interlock 6005 T5 AI 59 420180 Pivot Bar Comer Key PVC 5/16"NOM. 22 620145 Beveled Interlock Cover PVC 60 720206 Pivot Bar SS 5/16"NOM. SEAL BUTYL& SILICONE SEAL 23 620150 Light Sash Reinforcement 6063 T6 At 63 720191 Sash Pull Handle Cast Zinc DESICCANT ROLL-FORMED 25 620162 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 AI 65 7834FPT #8 x 3/4"Ph.FH SDS(Pull Handle Screw) SS EXT.GLASS 27 620154 HD Meeting Rail Reinforcement BOOS T5 AI 66 420188 Bottom Latch Strike Plate Cast Znc EXT.GLASS 30 61644 Weatherstrip,.1B7"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"PofyPile 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 78X1MTTT #8 x 1"Ph.PH SDS(Interlock Mounting Screw) 80 61012 Extruded Screen Frame Alum DURASEAL® 7s XL EDGETM 78 36 78X3THPX #8 x 3"Ph.PH SMS(Meeting Rail Screw) 41O SS 81 61011 Roll-Formed Screen Frame Alum SPACER SPACER 37 71669SP Meeting Rail Screw Support Plate 6063 T6 AI 82 7CKGLB21 Screen Comer Key for Extruded Frame X4 PVC 38 720210 Weep Hole Cover PVC 83 47042 Screen Comer Key with Pull Ring X 2 PVC 40 720X0000C Constant Force Balance 84 47041 Screen Corner Key without Pull Ring X2 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) MOSS Part# Description Material i 78 lKorritneding 4SG TPS Spacer System 1 77 Quanex Super Spacer nXT with Hot Meli Butyl See this mr 11per with Sheet for us comVlyLrg with tho Ffmlda 78 Quanex Duraseal Spacer A=P0.wN IG-o114, Acccp4mra h10 ryj Materials lspirntion D1W 20'LU - -79-- Cardinal-XL-Edge Spacer - - --- -- - - - -' :l r- -- - Rawsad By. Data: ReVlWon: -- -- - — -REFERENCE TEST REPORTS:FTL-8717,8988&8970 ' ,: ''>:;r,� J R 05/05/16 A)ADDED! BY Mimi)ode Product Ravlaed By: Date: Revfelon: I ®. DescNptlon: Drown al': BILL OF MATERIAL(BOM) J ROSOWSKI i 1070 TECHNOLOGY DRIVE Trtra: Oate: NOTES: ., ,;,;)S,.•'',,-;�`,;� N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 i�� s.,,.'i;I;.:,. ' " (941)-480-1600 Sedea/Model., Scale: Sheet: Omwfng No. Rev: 1)PVC BY ROYAL WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE, A!LVr{ M�I:L'HR,P.H. 2)ITEMS#8.13,15,24,28,29,34,39,61,62,88-71&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. P.�.#68705 CERT. OF AUTH. #29298 S H-5500 NTS 12 OF 13 MD-SH5500-01 A � I 1 ,y 1 • 1 OPT.SWEEP LOCK O 46 48 OPT.AUTO LOCK ,B C411 2D 67 OR 58 0 O51 OR 52 45 � 1 I O 7 • 55 I I i i OPT.PULL RAIL I t� 22 82 ORS 18 INTERLOCK& I COVER _ ii 56� � p 87 o p i i 86 1''•; I 35 OPT. BEVELED MITERED FRAME WITH21 INTERLOCK INTERIOR AND EXTERIOR 16 o &COVER FRAME WELDS O ± ,B 64 72 X4 72 X4 i 16 53 50 i I 80 OR 81 i 14 EstOsr;L!`.NCE-_",_.,, SCREEN i '`� 60` OPT.PULL HANDLE ASSEMBLY s� sa WITH LATCH DETAILS 41 40 CONSTANT FORCE 1 65 16 82 OR 83 _ OR BALANCE ------ OPT.PULL 40 OR 43 42 43 SPIRAL BALANCE HANDLE `••` 63 87 1 16 MITERED FRAME WITH {� SASH INTERIOR AND EXTERIOR 37 ASSEMBLY FRAME WELDS ss 38 DETAILS /// --- -- - -—- -- - _ - —'A—1 - ----- — - - - - - --- -- - —EXTERIOR 59 5 _S TO 13ALAIVCE :n`co CpRI ., ''-•__..•._ ..: j i3ldldip'CodavifhtBaF ___-_--_ - =- ptooaa l4n 53 ,,, n. 16-o r4.03 .,.. rspirmiml Date FRAME_ - — —-Revise By ASSEMBLY " ''..��.:, �..;,.`'.�, !Mfinln'lone nlhoillat Cbi� DETAILS Revised By: Date; Revision: " Desaripfion: Drawn By., EXTERIOR If116 EXPLODED ASSEMBLY J ROSOWSKI NOTES: ','.. +W _ 1070 TECHNOLOGY DRIVE Tilfe: Dale: 1)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 2)J-CHANNEL FRAME SHOWN,PARTS$i&5.OTHER FRAME TYPES APPLY. (941)-480-1600 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6&7. 'I` Series/Model: Scale: Sheet: Drawing No. Rev: A:LYNNMILL6)i,P.E. 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. REA 58705 CERT. OF AUTH. #99296 SH-5500 NTS 13 OF 13 M D-SH5500-01 A