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Product Approval (2)
i M1AMI'DADE MIAMI-DADE COUNTY EM PRODUCT CON'T'ROL 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.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 ' SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in 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 AHD(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 AHD 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 i 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 I through 13 of 13,dated 05/15/15,with revision A dated 05/05/16,prepared by manufacturer, signed and seated 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 NOAN 15-0519.05 and consists of this page i 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. MIAMtDA4.03 ®LINTY /7 J NOA No.16-0 Expiration Date: July 30,,2020 2020 Approval Date: August 18,2016 r Page 1 PGT Industries,Inc. 1 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED i A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted rntder 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 f 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 NXT m spacer system and XL i 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-5th 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) v C� Manuel Pe•ez,P E. Product Control Exam' er NOA No.16-0 4.03 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 "SentryGlas®(Clear and White)Glass lnterlayers"dated 06/25/15,expiring on 07/04/18. 3. Notice of Acceptance No.12-1120M 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-5`Edition (2014),dated May 15,2015,issued by manufacturer,signed and scaled by Anthony Lynn Miller,P.E. (Subn:illed 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 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.I."approved on 07/30/15 and expiring on 07/30/20. L hlanuelPer•, Product Control E#am' er NOA No.16-07 4.03 Expiration Date: July 30,2020 Approval Date: August 18,2016 E-2 ANCHORAGE ANCHORAGE F�fAMPLE DESIGN PRESSURE RATING IMPACT RATING EXAMPLE FOR 28-118'MAX.O.C. 21-5/8" FOR ARCH-TOP RADIUS-TOP 54"MAX.BUCK WIDTH MAX.O.C. VARIES PER REINFORCEMENT LARGE&SMALL MISSILE HEADER(SIM.FOR ALL 12"MAX.FROM LEVEL,SEE SHEETS 6-7 IMPACT RESISTANT HEADER(SIM. � 30„ 12"MAX. WINDOW TYPES) FOR ALL FRAME SEAM WINDOW TYPES) B,SEE __ ��MAX.O.C. / y // SHEET3 / MAX.FROM ►{I 52-1l8"MAX.BUCK WIDTH SEE SHEETS 1-1/4" A.SEE t"- '-'T', / FRAME SEAM — I--- �- B,BEE f,_,_.�-r-30"MAX.O.C. SHEET3 I FIXED VISIBLE 12"MAX. D.SEE 8&9 BHEET 3 712"MAX. 1 - LIGHT WIDTH SHEET 4 A,SEE'"_. _. I� I j B.SEE _._�+-30'MAX.O.C.-►-L12"MAX. C.SEE L'_' SHEET3t 11 12"MAX. j SHEET3 SHEET4] ! FIXED ! - - EQUALLY j � VISIBLE T A.SEE -' � / 12°MAX ! / SPACED I LIGHT 17-7/81,MAX.O.C. SHEET3 ! / EQUALLY ! 17.718"MAX.O.C. ANCHORSPER ! SPACED II HEIGHT ANCHORS PER I! —'— TABLES 9-11 - I I EQUALLY I! 17.7/8"MAX.O.C. I 91.70" SPACED j1 I i / 84" TABLES 9-11 ! / I I / MAX. ANCHORS PFR 0 1 1 I OI BUCK TABLES 9-11 / 62" OI BUCK I M 1 ! WN - - HEIGHT MAX. ! ! HEIGHT X I 4 10"MAX.O.C. BUCK HEIGHT X I 4 10"MAX.O.C. X I.I 10"MAX.!O.C. HEIGHT X I BU K A(1,8' L._.-_._ .T .-S .l I �� L._._.-_ MAX. I - ! I / 13-314"MAX.O.C. 1 /yyy- ) EQUALLY I / j 13-3/4"MAX.O.C. EQUALLY / SASH 13-3/4"MAX.O.C. EQUALLY !1 ! / SPACED I I�- SPACED ! VISIBLE ��_ SPACED I L---• SEE ANCHORS PER /I ANCHORS PER I LIGHT ANCHORS PER ! I 1 / I + TABLES 9.11 I SHEETS I C TABLES 9-11 ! / A TABLES 9-11 I / HEIGHT A II / tt 8&9 / _ I 1 ! 1 6-112'MAX. 6-112'MAX. �-JI It O ANCHORS AT SILL ANCHORS NOANUHURSATUIL B 54N MAX.BUCK WIDTH NOTCH DETAILS, 9-1 JNO SASH VISIBLE ILL - NOTCH DETAILS, B (-� 54"MAX.BUCK WIDTH �'1�_NOTCH DETAILS, D 1-1l4" NOTCH DETAILS, } SEESILLWEEP- SEE SILL WEEP- SEE SILL WEEP- SEE SILL W EEP- SHEET3 LIGHTWIDTH SHEET3 SHEET3 SHEST 4 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 EQUAL-LITE 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.........................I 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,GLASB..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 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. INSTALLATION,FLANGE& 4 INTEGRAL ALL WOOD BUCKS LESS THAN 1-112"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS EQUAL LE .................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,NTEGRAL FIN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). GLAZING 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 DEGN PR SSURES .........._.......6.7 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. ANCHOR QUANTITIES.................8-10 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. EXTRUSION PROFILES................11 7)DESIGN PRESSURES: A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. STANDARDS USED: ASSEMBLY 8 PARTS LIST...........12-13 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS •ASTM E1300.09 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&PA NDS-2012 FOR WOOD CONSTRUCTION WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. '-ALUMINUM DESIGN MANUAL,ADM-2010 PRODUCT'REVISED 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 contplyiag with the Fh idn 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-S100-07lS2-2010 Building Gide I ro,0 LIGHTER SHADES OF CAP COATED PVC EXTRUSION NONS;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS&A UMINUM DESIGN MANUAL Amp I'10 )-' rJn 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. t.' ' "r Revised Br. Date: Revision: Extumttan lhtle yT !;?I! :•, USER INSTRUCTIONS: JR A)ADDED SPACERS 05/05/16 TO SHEET 11. BY ;I;.;;' • Mlnn,lpaanrtod�Ltxwtoz� 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. Revised By: Dote: Revision: G, 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 ® DescripBon: Drawn By: OPENING OBTAINED IN STEP I. - 1`� �.� _ GENERAL NOTES&ELEVATION J ROSOWSKI 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9.11.VERIFY THE ANCHORISUBSTRATE WILL MEET REQUIREMENTS FOR 1070 TECHNOLOGY DRIVE TRW _a.e D.W. YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. - ! 5)INSTALL AS PER SHEET3 FOR THRU-FRAME INSTALLATION OR SHEET4 FORITEGRAL FIN INSTALLATION. .Lr,;1,+: N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 �••�" JL �;. �� (941)-480-1600 Seder/Model: Scale: Sheet: Drowing No. Rev: NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, rp rliYNN 14Ek�:P.E. INTEGRAL FIN OR EQUAL LEGIBOX). P,E.958705 CERT. OF AUTH. #29296 SH-5500 NTS 1 OF 13 MD-SH5500-01 A TABLE I:ALLOWABLE GLASS TYPES Frame Glass Frame Frame Glass Design Pressure Description(Elated from Exterior to Interior) Types Options Conflgs. Shapes Installation Optlonsthat may be 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 US"A Glass with.090'PVB Intedayer 4,5 6 8 7/8"Laminated I.G.:1/8°T Exterior Cap+Tf16"Air Space+5116"Laminated;(2)Lites of 118°A Glass with.090"PVB Intedayer 4,6 6 ....into 2XWood Frame/Buckstdp-sheet 3,option 1 Equal-Lite, Square/Rect., 7 7/8"Laminated I.G.:3116"A Exterior Cap+318"Air Space+5116"Laminated; 2 Lites of 118"A Glass with.090'PVB Intedayer 4,6 6 Flange Through the frame ....info ConcretelCMU-sheet 3,option 2 . p () Y 5-16 OdellProview Ardh-Top& of the window...... 8 718'Laminated I.G.:3116"T Exterior Cap+3/8"Air Space+5/16"Laminated;(2)Lite,of 118'A Glass with.090"PVB Intedayer 4,6 6 (#2) &Cottage Radius-Top ....through 1X Buckstrip into Concrete/CMU-sheet 3,-option 3 9 7/8"Laminated I.G.:1/8"A Exterior Cap+7/16'Airspace+5/16"Laminated;(2)Lites of 118"H Glass with.091)"SG Intedayer 7 7 ....Into Metal-sheet 3,option 4 10 7/B"Laminated I.G.:1/8'T Exterior Cap+7/16"Air Space+5116"Laminated;(2)Liles of 1/8'H Glass with.090"SO Intedayer 7 7 ....(nto 2X Wood FmmelBucksldp-sheet 3,option 1 Box! Equal-Lite, Arch-Top & Through the frame ....Into Concrete/CMU-sheet 3,option 2 11 7/8°Laminated I.G.:3/16'A Exterior Cep+318°Air Space+5116"Laminated;(2)Utes of 118"H Glass with.091)°SG Intedayer 7 7 Equal-Leg 5-16 Oriel/Provlew Arch-Top& 9 p 12 7/8"Laminated I.G.:3116"T Exterior Cep+3113"Air Space+5116"Laminated;(2)Lites of 118"H Glass wlth.090"SG Intedayer 7 7 (44) &Cottage Radius-Top of the window...... ....through 1X Buckstdp Into Concrete/CMU-sheet 3,option 3 13 716"Laminated I.G.:118"A Exterior Cap+5/16"Air Space+7/16"Laminated;(2)Lites of 3/16'A Glass with.090"SG Intedayer 8 7 1 ....Into Metal-sheet 3,option 4 14 7/8°Laminated I.G.:1/8"T Exterior Cap+5116"Air Space+7/16"Laminated;(2)Lites of 3116"A Glass with.090"SG Intedayer 8 7 Through the ....into 2X Wood Frame/Buckstrip-sheet 4,option 5 o 15 7/13'Laminated I.G.:3118"A Exterior Cep+1f4°Air Space+7/16"Laminated;(2)Liles ora/16'A Glass with.090°SG Intedayer 7 7 J-Channel Equal-Lite, Square/Rett.,integral fin...... ....Into Metal-sheet 4,option 7 P 5-8 OdellProuaw Amh Top 8 16 71W Laminated I.G.:3/16"T Exterior Cap+114'Air Space+7/16"Laminated;(2)Lites of 3/16"A Glass with.090°SG Intedayer 7 7 (#1) &Cottage Radius-Top Through the frame ....Into 2X Wood Frame/Buckstrip-sheet 4,option 6 of the window...... ...,Into Metal-sheet 4,option B TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES 5.7,9,11,13 Lnlen he ....into 2X Wood Frame/Buckstdp-sheet 4,option 5 Mtn.Edge Min. &15 MAY NOT BE USED IN Integral Fin Equal-Lite, square/Rett.,Integral ...... ....into Metal-sheat 4,option 7 Group Anchor Substrate Min. Embedment* THE HVHZ ABOVE 30'. 5-8 OriellProVew Arch-Top,a ( ) &Cottage Radius-Tophe frame ••••Into 2XWood Frame/Buckstdp-sheet 4,opllon 6 #10 SMS P.T.Soulhem Pine(SG=0.55) 7116" 1.318" dow...... ....Into Metal-sheet 4,option 8 Steel,A36' 3/8" 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 JOSS.) Aluminum,6063-T5* 3/8" 0.050" SUBSTRATE.FOR °A'=ANNEALED P.T.Southern Pine(SG=0.55) 7119' 1-3/8" STEEL STUDS, LLQ 0� "H"=HEAT STRENGTHENED MIN.Fu=45 KSI& / D T'=TEMPERED 3116"steel Ultracon Concrete(min.2.85 ksi) 1" 1-3/8" MIN.Fy=33 KSI. "PVB'=.090"BUTACITEG PVB Ungrouted CMU,(ASTM C-90) 2-1/2" 1-114" CMU" 4 BY KURARAY AMERICA,INC. "UNGROUTED #12 SMS P.T.Southern Pine(SG=0,55) 9/16" 1318" VALUES MAY BE � Q BOX OR 'SG"_.090"SENTRYGLAS® Steel,A36` 3/8" 0.050" USED FOR GROUTED / FLANGE EQUAL- INTERLAYER BY KURARAY B (steel,0 S.S.S. Steel Stud,A653 Gr.33• 3/8" 0.0451"(18 Ga.) CMU APPLICATIONS. LEG AMERICA,INC. or 410 S.S.) Aluminum,6063-T5' 3/8" 0.083" EQUAL-LRE ORIEL COTTAGE 114"steel Ultracon Concrete(min.2.85 ksl) 1" 1-3/4" e C Ungrouted CMU,(ASTM C-90) 2-1/2" 1-114" FIGURE C:FRAME SHAPES 1/4"steel Creteflex Concrete(min.3.35 ksl) 1" 1-314" —BUCK WIDTHBUCK WIDTHBUCK WIDTH �= 1/4"steel Uitracon Concrete(min.2.85 ksi) 2-112" 1-3/4" �/ 1/4"steel Ultracon P.T.Southern Pine(SG=0.55) 1" 1-318" F 1/4"steel Creteflex Concrete(min.3.35 ksi) 2-1/2" 1-3/4" G ce INTEGRAL Ungrouted CMU,(ASTM C•90) 2-112" 1-114" _ _ _ c1) _ J-CHANNEL Q FIN Q D 1/4"steel Creteflex P.T.Southern Pine(SG=0.55) 1" 1318" xw cs 114"steel Aggre-Gator Concrete(min.3.275 ksi) 1-112" 1-318" m m w m1 1_ P.T.Southern Pine SG=0.55 1" 13/13" L 1 -- 1 0 114"steel Aggre-Gator Grouted CMU,(ASTM C-90) Z. 2" RECTANGULAR RADIUS-TOP ARCH-TOP WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY PRODUCT REVISED TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING as complying with the Florldu Min.Edge Min. DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM Bailding Code Group Anchor Substrate Distance Embedment' THE TABLES ON SHEETS 8.10. Ampt=o 1Vo 16'0714.IDS L'zpimlioa Dat., 2020 E 2-112"x.131"Common Nail P.T.Southern Pine(SG=.55) 318" 2-7/18" ` "h Revised By Gate: Revfefon: I Hy 2-112"Ring-shank Rooting Nail P.T.Southern Pine(SG=.55) 318" 2-7116" ` Miami �dc hrndra`i fon fill P.T.Southern Pine(SG=.55) 112" 1-318° Revised By: Dote: Revision: #10 Trusshead SMS Aluminum,6063-75• 3/8" 0.050" (steel,18-8 S.S. Steel Stud,Gr.33' 3/8" 0.0451"(18 Ga.) I ® Deeerip0on: Drawn W. or 410 S.S.) 'MIN.OF3 `` GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI F Steel,A36' 3/8" 0,050" THREADS BEYOND o P.T.Southern Pine(SG=.55) 9116° 1-3/8' THE METAL ,. '.•• 1070 TECHNOLOGY DRNE Tufa: Date: #12 SMS Aluminum,6063-T5• 318" 0.083" SUBSTRATE.FOR N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (steel,1"S.S. STEEL STUDS, . Sleet Stud,Gr.33' 318" 0.050" •" ��'•�..� �`; (941)-480-1600 or41D S.S.) MIN.Fu=45 KSI& �I,' seriea/ModeC Scale: Sheet: Drawing No. Rev: Steel,A36' 318" 0.050" MIN.Fy=33 KSI. A.Lyt NI(v(IL�, ') 'E. CERT. OF AUTH. #29296 SH-5500 NTS 2 OF 13 MD-SH-5 A P.E.#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. BUCKSTRIP INTO CONCRETEICMU. OPTION 1 EDGE DISTANCE SEE NOTE 2,THIS SHEET. EMBEDMENT ANCHOREDTHROUGH EMBEDMENT — —I FRAME INTO 2X WOOD 1- '-+1 1/4"MAX SHIM 16 114"MAX SHIM —►I �— FRAME OR BUCKSTRIP. T SEE NOTE 2,THIS SHEET. EMBEDMENT _ SASH VISIBLE 17 ° iM ° " ❑� 18 LIGHT WIDTH ❑ EDGE EDGE D o DISTANCE FLANGEFLANGE FRAME DISTANCE r • SHOWN --- -• ---'-; 44 BALANCE ��.._� 114"MAX • .• TYPE VARIES - - -- ----- TYP.ANCHOR TYP.ANCHOR TYPE, 42 WITH SASH o '° TYPE, SHIM�a EMBEDMENTAND. °. Q WEIGHT 54 EMBEDMENT 2 TYP.ANCHOR TYPE, EDGE 30 a� AND EDGE 31 EMBEDMENT AND EDGE DISTANCE PER DISTANCE PER DISTANCE PER SUBSTRATE, SUBSTRATE, .• D •.' -EDGE SUBSTRATE, SEE TABLE 2,SHEET 2. n DISTANCE SEE TABLE 2, SEE TABLE 2,SHEET 2. EXTERIOR 18 II II 87 SHEET 2. 19 IJD� FIXED VISIBLE 4 FIXED 20 OPT.SASH TOP —I LIGHT WIDTH FLANGE EQUAL VISIBLE LIFT RAIL I 2 LIGHT LEGIBOX FRAME FOR ALL WINDOWS: NOTES: SHOWN BUCK WIDTH FRAME HEIGHT ! SHOWN 1 ANCHOR@3.55° HORIZONTAL SECTION A-A �._ 49 48 FROM END AND AT 1)USE ONLY SUBSTRATE-APPROPRIATE 21 CENTER. ANCHORS LISTED ON TABLE 2, 22 FOR WINDOWS SHEET 2.FOLLOW EMBEDMENT AND OVER 36"WIDE: DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD.- 72 O D ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 2,SHEET 2. SCREWS @163/8" INSTALLATION OPTION SHOWN MAY 14 45 46 47 O FROM END. BE USED ON ANY SIDE OF THE 35 FOR WINDOWS WITH WINDOW. 114"MAX. o BOTTOM LOCKS: SHIM 2) 1110 OR#12 STEEL 1/4"MAX, 16 MASONRY ANCHORS MAY BE BUCK Sp O I ADD ADDITIONAL SELF-DRILLING SHIM HEIGHT SCREWS @ 8-318' USED INTO WOOD AS PER TABLE 2, SMS(G5),SEE g5 �- FROM END. SHEET 2.ALL WOOD BUCKS LESS ❑ TABLE 2, D� 30 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 yy 16 DEPICTED AS 2X ARE 1-12"THICK (� 86 J_— USE EITHER OR GREATER.1X AND 2X BUCKS OPT. 65 LATCH OR (WHEN USED)SHALL BE DESIGNED u BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE ❑ EQUAL INTER TESTED 81 31 30 TESTED UNIT THE STRUCTURE,WOOD BUCK FRAME LEG/BOX n P LOCATION:a-5/8" DESIGN D INSTALLATION IS THE EACH END. FRAME FROM SASH END. OR ARCHITECT OF RECORD. SHOWN o SHOWN E o NOTCHES AT 8p p �- CII)II EXTERIOR 6 ss 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION R INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION 4 v OPTION 4 PRODUCPIt$VISBD 67 OPENING)IS MEASURED FROM as comptying With the flail& ANCHOREDTHROUGH ANCHOREDTHROUGH Illuilding late 114°MAX SHIM EQUAL-LEG/BOX � BEADING TO BEADING. Aa:e FRAME INTO METAL FRAME INTO METAL ° pinncc l4a�-d FRAME SHOWN o .I I t 1 f! Revlsad By: Date: ReNsfon: I`xlnmtmn Ont. t DY .27"X 1.25" Miomi adc Ymdtrt C.m1V' WEEPHOLE REQUIRED IN VISIBLE LIGHT FORMULAS Revised 8y: Data: NO ANCHORS Revlsfon: WICOVER @• : ° FLANGE OR 2.87"FROM 38 ` EQUAL-LEG WIDTH EACH END. FRAME SILLS @SASH:BUCK WIDTH-612" ® scr Deiption; Dfawn By: • @FIXED LITE:BUCK WIDTH-4-3/8° FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI • • HEIGHT(EQUAL-LITE) v1 "-�_/ 1070 TECHNOLOGY DRIVE Titfe: Dote: VERTICAL SECTION B-B BUCK HEIGHT2-3-15116" N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ... (941)-460-1600 ` Sertes/Model; Scafe: Sheat: Drawing No. Rev: NMIL((,,�R;.P:E. CERT, OF AUTH. }29296 SH-5500 NTS 3 OF 13 MD-SH5500-01 A N,L.b'1081 5 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 EMBEDMENT WOOD FRAME OR BUCKSTRIP.SEE INT02XWOOD FRAME OR ANCHORED THROUGH INTEGRAL EMBEDMENT NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. EDGE DISTANCE FIN INTO 2X WOOD FRAME OR --t BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 114*MAX SHIM 1t4"MAX SHIM SHEET, TYP.ANCHOR TYPE, 16 ENTANDEDGE FRAME go DISTANCE PER SUBSTRATE, 18 LIGHT WIDTH SHOWN SEE TABLE 2,SHEET 2. J-CHANNEL EMBEDM(SCREW SHOWN) SASH VISIBLE 17 LI fl 44 BALANCE 1/4"MAX SHIM T_ TYPE VARIES - EMBEDMENT 4 WITH SASH TYP.ANCHOR TYPE, EDGE WEIGHT 54 EMBEDMENT AND EDGE DISTANCE 30 DISTANCE PER SUBSTRATE, SEE TABLE 3,SHEET 2. 18 (NAIL SHOWN) EXTERIOR 87 TYP. TYPE, INTEGRAL EMBEDMENANCHORT AND EDGE FIXED VISIBLE 3 FIN DISTANCE PER SUBSTRATE, FIXED 20 OPT.SASH TOP VISIBLE J-CHANNEL LIGHT WIDTH FRAME SEE TABLE 3,SHEET 2. LIGHT i—I LIFT RAIL FRAME SHOWN (NAIL SHOWN) HEIGHT I FOR ALL WINDOWS NOTES: SHOWN t 48 1 ANCHOR @ 3.55- BUCK WIDTH 49 FROM END AND AT 1)USE ONLY CE W, 21 CENTER. SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C II i FOR 22 ANCHORS LISTED ON TABLES 2&3 72 OVER 36"WIDE: OF SHEET 2.FOLLOW EMBEDMENT ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY 114'MAX• DADE APPROVED MULLION,FBG COMPLIANT ALUMINUWSTEEL FRAMING OR STEEL STUD, 45 46 471 SCREWS @16-3/8- INSTALLATION OPTION SHOWN MAY SHIM MAY BE VERTICAL OR HORIZONTAL,SEE SUBSTRATE PROPERTIES,TABLES 2&3,SHEET 2. 35 FROM END. BE USED ON ANY SIDE OF THE BUCK o FOR WINDOWS WITH WINDOW, HEIGHT50 16 110,0.LOCKS: 2)MASONRY ANCHORS MAYBE 12 STEEL 1/4 MAX. �#IO'R# ADD ADDITIONAL USED INTO WOOD AS PER TABLE 2, SELF DRILLING SHIM SCREWS @ 8-3/8- SMS G5 SEE 85 30 FROM END. SHEET 2.ALL WOOD SUCKS LESS SASH THAN 1.112"THICK ARE TO BE f)o TABLES 2&3, CONSIDERED IX INSTALLATIONS. SHEET 21 EXTERIOR VISIBLE LIGHT IX WOOL)BUCKS ARE OPTIONAL IF HEIGHT USE EITHER UNIT IS INSTALLED DIRECTLY TO LATCH(SHOWN) SUBSTRATE.WOOD BUCKS 16 DEPICTED AS 2X ARE 1-11'2'THICK 86 OPT. OR BOTTOM OR GREATER.IX AND 2X SUCKS 65 LOCK(SHEET 3). (2)1" 81 30 63 TESTED UNIT (WHEN USED)SHALL BE DESIGNED INTERIOR LOCATION:6-5/8" TO PROPERLY TRANSFER LOADS FIN AND/OR U Lf 11 WEEP FROM SASH END. TO THE STRUCTURE.WOOD BUCK FLANGE REMOVED NOTCHES ATDESIGN AND INSTALLATION IS THE IN-FIELD EACH END. 80 RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN REQUIRED IN FRAME TSILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR INSTALLATION, THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OP'T'ION Z OPTION 8 PRODUCr R13ARSM 114'MAX OPENING)IS MEASURED FROM ID INTEGRAL FIN BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH FRAME INTO METAL ",Ml,lyj.g wifh"pwk*s FRAME SHOWN SHIM INTEGRAL FIN INTO METAL (INTEGRAL FINIFLANGE REMOVED) Building C.L. .27"X 1.25-WEEPHOLE I R-Ised By., Data: Rwislon; 4�. w/cOVER @ 2.8T' FROM EACH END. y P_d-t Cwt VISIBLE LIGHT FORMULAS R.VISd Ify. Dde. Mia I ad�Pmd�t Con TYP.ANCHOR TYPE,YP EDGE DISTANCE EMBEDMENT AND EDGE WIDTH DISTANCE PER SUBSTRATE, 6-112" Ore- SEE TABLE 3,SHEET 2. @SASH:BUCK WIDTH W. (SCREW SHOWN] EMBEDMENT @ FIXED LITE:BUCK WIDTH-4.318" J-CHANNEL&INTEGRAL FIN FRAMES I J ROSOWSKI HEIGHT 1070 TECHNOLOGY DRIVE INSTALLATION OPTION 5 VERTICAL SECTION D-D (EQUAL-LITE) Oda: BUCK HEIGHTt2-3-15116' N.VENICE. FL 34275 ANCHORED THROUGH INTEGRAL FIN (941)-480-1600 SINGLE HUNG WINDOW INSTALLATION-LM 105/15/15 INTO 2X WOOD FRAME OR BUCK- SaMilModer: So.16. Shasta Otawing tb. —FR—., STRIP.SEE NOTE 2,THIS SHEET. A.'LYNN MILtrk F.E. SH-5500 NTS 4 OF 13 - P.E_#58105' CERT. OF RUTH. #29296 5 01 1 A --►I 7/8"NOM. 718'NO7/8"NOM. 7/8"NOM. 7/8"NOM. VA- 5116"A/A PVB — 5/16"A/A PVB 5/16"A/A PVB I 5/16"A/A PVB I 5/16"H/H SG 7/16"AIR SPACE--\ 7/16"AIR SPACE 3/8"AIR SPACE— 3/8"AIR SPACE 7/16"AIR SPACE 1/8"A_GLASS 1/8"T GLASS 3/16"A GLASS 3/16"T GLASS 1/8"A GLASS aEXTERIOR a EXTERIOR a EXTERIOR GI EXTERIOR a EXTERIOR 76-79 76-79 76-79 78-79 76-79 GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 7/8"NOM. 7/8"NOM. I_- 7/8"NOM. -►{ 7/8"NO I� -�-{ 7/8"NO �- VA 5/16"H/H SG I 5/16"H/H SG I 5116"H/H SG 7/16"A/A SG I 7116"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 118"A GLASS 1/8"T GLASS aEXTERIOR 1�71 EXTERIOR a EXTERIOR I. a EXTERIOR a EXTERIOR 76-79—--• 78-78 (E-78)_ 783 T6-79 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 7/8"NOM. 7/8"NOM. VA- 7/16"A/A SG 7/16"A/A SG 112"NOM.GLAS6 GLASS TYPES9THROUGH 114"AIR SPACE 1/4"AIR SPACE 76-79 SITE TYP. 116 MAY NOT BE USED 3/16"A GLASS 3/16"T GLASS WITH J-CHANNEL OR 7P 74 INTEGRAL FIN FRAMES EXTERIOR a EXTERIOR ' GLASS TYPES 5,7,9,11,13 76-79 78-79—R 31 &15 MAY NOT BE USED IN EXTERIOR 75 THE HVHZ ABOVE 30'. PRO a TRE ISE F4dide a GLASS TYPE 15 GLASS TYPE 16 DaOdhip Cnde O A-pin M 14'- Date d 03 38 30 imlion G�Zfl ,1 l'•I: i 1;/., Revlsed 8y: Date: Revision: 0�� mi Y Minor Undo I'milml o Revised By. Data: Ravi i : . - GLAZING NOTES: Drawn: • "A'=ANNEALED ® Description: W., TYP.GLAZING DETAIL 'r=TEMPERED STRENGTHENED GLAZING DETAILS J ROSOWSKI 'P=TEMPERED ® t/1,• t,. i /, Data: "PVB"_.090"BUTACITE PVB BY KURARAY AMERICA,INC. -� 6, 1,l I , 1070 TECHNOLOGY DRIVE Title: "SG"=.090"SENTRYGLASOBY KURARAY AMERICA,INC. N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 FOR LAMINATED GLAZING COMPONENTS,SEE TABLE I,SHEET 2. ''� ,.;..."��"� (941)-480-1600 Soriea/Model: Scafo: Sheet: Drawing No. Rev: 'A.,LYNN MIL ER,�Pi. CERT. OF RUTH. 129296 SH-5500 NTS 50 F 13 MD-SH5500-01 A fJ.E.'16$765 TABLE 4: TABLE 5: TABLE 6: ale®Type Bdtom Seah x alae x s Ooxe,l r.r sash Rerun Design Pressure,Ihsift Clan Type. Deal rypae Design Pressure,Ibalft W^n 57+077 sign Pressure,lbailtx ` 5,6,7 6 8 Rnlnf.Level WO-®Window Ranee Gni Wi,Mow B.k Wall,m 6,7 &e t/-50.0 R2 Wight se.w9 Uo to 4e 1 52.125 465.01-70.0 Re1n6 LaVOI 23.5 Equa411a 11.304 .&5.0 -70.0 185.0 -70.0 Re lnf.Le Val Rt For allftLiaNV&bash el- "I""a Cdu"' 14.517-15.870 .Bs.0 -70.0 +85.0 -70.0 R2 For all window eW sash sizes 2a Eq.W. 11.583-14.510 .&5..o •70.0 +55.0 .70.0 SEE TABLE 9,SHEET B FOR sm,wrd P,oawv '1.377-11x52 40x.0 -70.0 .65.0 a0.a SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. Tallest 23.511-25.286 +85.0 •70.0 +65.0 -70.0 ANCHOR GROUP AND QUANTITY. Slardsed Wiese 201s8-23.510 +65.0 - , 465.0 -70.0 37.375 Equ*lta 17.517-20.857 465.0 -70.0 .55.0 -70.0 Starlaod 14.517-17.618 +65.0 -70.0 405.0 •70.D o awes! 11.377-14.510 .85.0 -70.0 -We .70.0 780091 27.581-31.071 +6S0 -70.0 485.0 -70.0 custom Siza 2&517-27.562 465.0 -70.0 +65.0 -70.0 SIaMeN Calls" 23.517-2&516 4650 -70.0 +05.0 -70.0 HEADER 04 Equal-Re 20.517-23.518 465.0 1-70.0 111s 00.0 O HEADER StOmdmP,viav 17.517-20.516 +65.0 1-70.0 +05.0 .70.0 Y3 cestomSi[e 14.517-17.516 465.0 a0.0 .85.0 .70.0 1 23 o shortest Han-tasla ee5.0 aa.o .as.o a..a o Tales! 31.5&7-35.611 +850 00.0 1Bs.o -7a. Slmidmd Callen 26517.31.552 465.0 •70.0 IMO 700 Equaku. 20.517.28.516 .65.0 .70.0 +65.0 -70.0 p O o MEETING RAIL 46 StaManf Pmdow 17.517.20.516 465.0 .70.0 +&5.0 .70.0 MEETING RAIL c O Cualom Size 14.517-17.518 +010 .70.0 +65.0 .70.0 26 a O lain size 12-517-14.510 +610 -70.0 +050 •70.0 Q 27 0 E%TERIOR Shorle.t 11.3n-12.516 +85.0 .70.0 +65.0 .70.0 � EXTERIOR o - T.msl 33208-37.x36 +B&O 00.0 465.0 -70.0 Steaea,d Cartago 2&517-33.207 +65.0 -70.0 .06.0 -70.0 Eq..M. 23.517-25.518 +850 -70.0 +85.0 .70.0 23 23 ciat-alt. 20.517-23.510 .65.0 -70.0 +65.0 •70.0 JAMB JAMB d9.&25 aleahad ,wine 17.517-20.510 +85.0 -70.079.7 -70.0 EXTERIOR SASH EXTERIOR SASH +y Qmmslxe 14,517-17.516 46&0 .70.0 +65.0 10.0 a HEIGHT a HEIGHT a c.t.msua 12.517-14.518 .65.0 -70.0 .65.0 -70.0 shwest 11.377-12516 +We -70.0 +65.0 .70.0 Wast 3&517-41.844 +510 -70.0 +65.0 .70.0 SmMem Cattell. 31.517.35.618 +860 -70.0 +65.0 -70.0 23 0 EquaLme 2&517-31.518 +550 .70.0 +85.0 -70.0 23 SWneaal R-W- 23,517-28.510 +BSO -70A +650 .70.0 SILL Il 02 ceslom sue 20.577-23.516 405.0 -70.0 +65.0 -70.0 SILL O U Custom Size 17.511-20.518 +&5..0 -70,0 +OS.D •70.0 Cullom Size 14.517-'7.518 +85.0 -70.0 105.0 X9.1 Custom Siza 13.017-14.510 +850 .70.0 +85.0 b7.3 Sh0desl 11.801-13.are +05.0 -711.0 +85.0 -00.5 Talut 39.517-41.544 +65.0 .70.0 +65.0 -70e 0 o Custom Size 38.517-39.516 +65.0 .70.0 •65.0 -70.0 FgwUile 3&517-38.516 +115.0 -70.0 +65.0 -70.0 75caslemsi:. 32.517- 1635.515 .&5.0 .70.0 +650 -me SECTION DETAIL FOR WINDOWS WITH SECTION DETAIL FOR WINDOWS WITH smnaamPo4av 29.x17-32x +65.0 .70.0 .e&o .70.0 LEVEL R1 REINFORCEMENT&GLASS TYPES 5,6,7&8 Caal.mSiza 1 26.517.29.515 +65.0 .70.0 .es.a .81.3 LEVEL R2 REINFORCEMENT&GLASS TYPES 5,6,7&8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE sw..t 25.510-26.516 +55.0 -70.0 .eso aa.5 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES& Eq.Wit. 38.517-41.044 .05.0 .70.0 .85.0 .70.0 APPLY TO ALL FRAME TYPES& CONFIGURATIONS) 64 Caslan Size assn-38.x15 .65.0 .70.0 .65.0 .67.3 CONFIGURATIONS) Smndanl P,Maw I 33.818-35.516 185.0 .70.0 '55.0 -0&5 PRODUCT REVISED 91.70 1 Tale, 41.844 .esA •70.0 +65.0 065 as complying with ft Fludda SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. ArcaplBnBuildptar Code l:c Nn I�p-Q 1xist � "MIN.SASH HEIGHT WINDOW BUCK HEIGHT-50.136 G%pir a Datu •7 f,. Revised BY: Date: Ravielon: .ail ii;i 1.3Y- hdinmi)ndc PfOdllcl can r Revla6d er Date: Revision: NOTES: a Deacripfron: Drawn B)" 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. DESIGN PRESSURE TABLE J ROSOWSKI , 116 1070 TECHNOLOGY DRIVE Rtle: cote: 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. c, 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)-480-1600 Seriee/Model: Scala: Sheet: D7Cwtng No. =Rl�ON THE TABLE. ,A!L'Y � l�,Pig ii CERT. 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" 1 .355" .590471 J .050" .050" .035" J �=-� .070' ,070 -FIXED 1" 1 000" Imo- BALANCE 06SASH STOP L IL LIFT RAIL BEVELED BEVELED 14 MEETING RAIL ,6 SASH RAIL 17 COVER 18 SCREW COVER ,9 INTERLOCK 20 INTERLOCK COVER 21 INTERLOCK 22 INTERLOCK COVER "RODUCT REVISED �-.i a-plying with dw Fttvidn :..Jing Code :lrceptnnce 1Jo 16'071¢. k?zpimtion.0ate �2D �`� •"""� /�•. Revlsed By: Date: Revlslon: By .316° -�-{ ...i {..r;.. --�{ .8604" r f .300" :•.0<:.-...;�:,;.�':i° Mimui )ode Prcduct'Con .175° Revlsed By: Data: RevWon: 754" .77550" �-� .035' -�;I-�-� .025" -�-}�-} •LO Description: Dmwn By: O LAMI IG O EXTRUDED O ROLLED I : 6 I K��6 WINDOW EXTRUSIONS J ROSOWSKI 72 BEADING 91 SCREEN FRAME SCREEN FRAME '"_^•t1 „i•.;"._.;. 1070 TECHNOLOGY DRIVE 776: Date: N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 •';'�••,,'. (941)-480-1600 Sodeo/Model: Scale: Sheet• Dmwfng No. Rer. b!L'YN{41MlLLER,P.E. CERT. OF AUR,. #29296SH-5500 NTS 11 OF 13 MD-SH5500-01 A P.EJI 58705 t TABLE 12: TABLE 12,CONT.: SILICONE HOT-MELT BUTYL SILICONE BIII of Material BIII of Material,cont STRUCTURAL # Part# Description Material # Part# Description Material STRUCTURAL FOAM 3/16"NOM. POLYISOBUTYLEN 1/4"NOM. 1 620101 Single Hung Frame sad&Jambs-J C annel PVC 45 720197 Auto Lock Mechanism C Steel WITH 2 620102 Single Hung Frame Head&Jambs-Flange PVC 46 720198&9 Sweep Lack 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 1-118"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 620105 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 Comer Key PVC —INT.GLASS INT.GLASS 8 620108 SH/DH Frame Sill-Equal Leg/Box PVC 52 420182 UR Pull Rail Tilt Latch Comer Key PVC 14 620131 Fixed Meeting Rail PVC 53 7634PHFL #6 x 3/4"Ph.FH SDS(Comer Key Screw) SS KODISPACE SUPER 16 620129 Sash Rail(Sides,Top&Bottom) PVC 54 420183 Tilt Latch PVC 76 4SG TPS 77 SPACERN NXT m 17 620134 Balance Cover PVC 55 420184 Tilt Latch Retainer PVC 18 620133 Sash Stop/Screw Cover PVC 56 720207 1"Tilt Latch Spring SS 19 620156 Pull Rail Interlock 6005 T5 All 57 420186 Plastic Tilt Latch Finger Pull PVC ALUMINUM 20 620144 Pull Rail Interlock Cover PVC 58 720192 Metal Tilt Latch Finger Pull Cast ZincA0A1 FORCEMENT poYLEN- DESICCANT FILL AREA BUTYLEAL 21 620157 Beveled Interlock 6005 T5 At 59 420180 Pivot Bar Comer Key PVC OM. SEAL 5/16"NOM. 22 620145 Beveled Interlock Cagier PVC 60 720206 Plwt Bar SS BUTSILICONE SEAL 23 620150 Light Sash Reinforcement 6063 T6 At 63 720191 Sash Pull Handle Cast Zinc DESICROLL-FORMED 25 620152 HD Sash Reinforcement 6063 T6 At 64 720194 Sash Pull Handle With Latch Assembly Cast Zinc FSTAINLESS STEEL 26 620153 Standard Meeting Rail Reinforcement 6005 T5 AI 65 7834FPT #8 x 3/4"Ph.FH SDS(Pull Handle Screw) SS EXT.GLAS 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"Fln Pile 67 7856B #8 x 5/8"Ph.FH SMS(Strike Plate Screw) SS 31 6Q300 Weatherstrip,.199'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 SiliconeNT.GLASS INT.GLASS 33 61825 Weatherstrip Plug,.220"Finseal 75 71646N Setting Block(7/B"x 1"x 1/8"),85+/-5 dura. EPDM 35 78X1MTTT #8 x 1"Ph.PH SDS(Interlock Mounting Screw) 80 61012 Extruded Screen Frame Alum 7s DURASEALO 79 XL EDGE"' 36 78X3THPX #8 x 3"Ph.PH SMS(Meeting Rail Screw) 410 SS 81 61011 Roll-Formed Screen Frame Alum OSPACER 8 SPACER 37 71669SP Meeting Rail Screw Support Plate 6063 T6 At B2 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 40 720)0000( Constant Force Balance e4 47041 Screen Comer Key without Pull Ring X 2 PVC 41 1#8 x 3/4"Ph.FH SMS(Con.Force Balance Screw) SS 85 1 7CASPM Tenslon Spring SS 42 ISpIral Balance 86 1 61816048 IScreen Cloth Fiberglass 43 720205 Spiral Balance Shoe Nylon 1 87 1616351616141.140"Screen Spline(Machine/Hand Rolled) Vinyl 44 1 78X114FPAX#B x 1-174"Ph.FH SMS(Spiral Balance Screw) 410 SS Part# Description Material 76 Kommeding 4SG TPS Spacer System PRODUCrRBVISED 77 Quanex Super Spacer nXT With Hot Melt Butyl Sheet for t3iul4iSee this w;cwith the tit�idn di°g c0d` 78 Quanex Duraseal SpacerA—P Materials wnwNo t�7t4 p3 Expiration Dated � 0 79 Cardinal XL Edge Spacer ai RW-d By: Date: Revision: REFERENCE TEST REPORTS:FTL-8717,8968&8970 i'' JR 05/05/16 A)ADDED SPACERS By "al. ' Miwai)nde Pfoducl Revteed By: Date: Revfslon: i ., ®. Descriptfoa: Drown By: C( r 6 BILL OF MATERIAL(BOM) J ROSOWSKI 1070 TECHNOLOGY DRIVE ntte: Data: i NOTES: ,;�........a,;,�;: N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 % (941)-480-1600 Serfes/Modal: Sears; Sheet: Dmwfng No. Rev. 1)PVC BY ROYAL WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. A!LY(J,N VILLER;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.#68705 CERT. OF Aunt. 29298 S H-5500 NTS 12 OF 13 M D-SH5500-01 A I i I OPT.SWEEP LOCK O 6 g qgOPT.AUTO LOCK 18 tl 47 20 57 0 5848 R OR@--� 55 O OPT.PULL RAIL j I 22 02 ORS 19 COVERCOVER87 86 OPT. CVV BEVELED FRAME MITERED F WITH 21 INTERLOCK l� INTERIOR AND EXTERIOR &COVER FRAME WELDS 18 54 72 X4 72 X4 6 53 50 80 ORS f 44 ----------- 4 SCREEN 'o wv�NCl-� CH 49 60 OPT.PULL HANDLE ASSEMBLY P P- &N 64 WITH LATCH 41 40 CONSTANT FORCE < 65 16 DETAILS 62 OR 83 BALANCE OR OPT.PULL W", 40 OR 43 42 43 SPIRAL BALANCE HANDLE 16 67 MITERED FRAME WITH SASH INTERIOR AND EXTERIOR 37 ASSEMBLY FRAME WELDS 66 ....... DETAILS EXTERIOR —ItA'ing with ft 7-0 4;d C. A to IG-o - --------- -------------- ------------------ Jkm Dt FRAME Rvi-d Or. DO.. By ).dQ p'.d ASSEMBLY Radwt DETAILS Revised By. D.f.. Rvki.n: 0 Description: Dm-By. If I J ROSOWSKI EXTERN '116 EXPLODED ASSEMBLY 1070 TECHNOLOGY DRIVE 77t/a: t.: 3R NOTES: N. VENICE, FL 34275 -LM � 5115/15 1)SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. SINGLE HUNG WINDOW INSTALLATION 2)J-CHANNEL FRAME SHOWN,PARTS#I&5.OTHER FRAME TYPES APPLY. (941)-480-1600 N.. Series/Model: Scale: Sheet. 3 FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6&7. '/A!Iff-YNN MILLER,P.E. OF 13 1"' 5600-01 A P.E,#68705 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. CERT. OF AM. #29296 SH-5500 NTS 1 13 MD-SH