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Product Approval
RECEIVED 1"A 0 12017 MIAMI-DADE MIAMI-DADE COUNTY M _ - 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.miamidade.goy/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 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: "Miatni-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# 15-0519.05 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. 1 r' NOA No. 16-0714.03 MIAMI•DADE COUNTY Expiration Date: July 30,2020 k(p Approval Date: August 18,2016 Page 1 K � 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, Duraseale 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 Idahnis 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-5t1 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) : � (/ Manuel Perez,Pj1E.Product Control Examyler NOA No.16- 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 "SentryGlasOO (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-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,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. 97,L/_,'L Manuel Per �. Product Control E�, � r NOA No.1620714.03 Expiration Date: July 30,2020 Approval Date: August 18,2016 E-2 ANCHORAGE �� ANCHORAGE EXAh1PLE DESIGN PRESSURE RATING IMPACT RATING EXAMPLE FOR 28-118"MAX.O.C. 21-518 ANCHORA TOP RADIUS-TOP 54"MAX.BUCK WIDTH MAX.O.C. VARIES PER REINFORCEMENT LARGE&SMALL MISSILE HEADER,-I,-M FOR ALL HEADER(SIM. e_� _ AX.FROM -_I 30" 1..— 12"MAX. / WINDOW TYPES) LEVEL,SEE SHEETS 6-7 IMPACT RESISTANT FOR ALL ME SEAM I-�- WINDOW TYPES / B,SEE_____ MAX.O.C. ) '� SHEET 3 I � 52-118"MAX.BUCK WIDTH _ / 10"MAX.FROM _ SEE SHEETS r 1.1/4' J A,SEE F' -"T'-1 I J FRAME SEAM f1, B.SEE -,�-�-30'MAX.O.C. -!_ 12'MAX SHEET 3 1 FIXED VISIBLE 12"MAX. / D.SEEr 8 8 9 SHEET 3 I I LIGHT WIDTH - - -�— SHEET 4 A,SEE�" - -h I B,SEE _ __ 30"MAX.O.C.�1 - •� - _ �- -I12"MAX. C.SEE r._. 12"MAX j SHEET3 SHEET4t I SHEET3+ I FIXED - ---- / - I + EQUALLY / VISIBLE A,SEE / 17.718"MAX.O.C. SPACED I I LIGHT 17-7/8"MAX.O.C. SHEET3t I EQUALLY I ANCHORS PER I I /HEIGHT I SPACED I I / _� TABLES 9-11 - - I �— EQUALLY I I 17-7/8"MAX.O.C. I I ANCHORS PER j I I I 91.78" SPACED TABLES 9.11 i Q i I / I O I j / MAX. AN PER 0 I I -- 84" 84" ' IL BUCK TABLES 9-11 I I 62° OI I BUCK HEIGHT MAX. I I HEIGHT _ MAX. BUCK AS SHOWN I 10"MAX.O.C. BUCK X I I 10"MAX.O.C. x I I 4 10°MAX.�O.C. HEIGHT X j Q (91.78° X II Q HEIGHTLf �1 -1- - _ MAX.) / I L._._._._ 13-3/4"MAX.O.C. I � / T 13-314"MAX.O.C. EQUALLY SASH 13-314"MAX.O.C. EQUALLY I I / EQUALLY I /VISIBLE SPACED SPACED I / SPACED / I�. SEE I ANCHORS PER - I ANCHORS PER LIGHT ANCHORS PER I / SHEETS JJJ I TABLES9-111 t� TABLES 9-11I �/ HEIGHT t� TABLES 9-11 / I A 689 / C 1 I I 1 I - '.6-112"tNV(. •.6-112"A1A1C. 1•,6-112' - JNOANCHORS ATSILL ` Bim_-_ IND ANCHORS AT SILL B� JNOANCHORS AT SILL D�--- B SEE SILL WEEP- - \I SEE SILL WEEP- SEE SILL WEEP- NOTCHSEE L WEEP- SEE 54"MAX.BUCK WIDTH -�-� NOTCH DETAILS. _ SASH VISIBLE _ NOTCH DETAILS, 54 MAX.BUCK WIDTH NOTCH DETAILS, NOTCH DETAILS, SHEET3 LIGHT WIDTH SHEETS 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=HEHEIGHT SEE TABLES 741 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW GENERALNOTES.........................1 ELEVATIONS....... 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). FRAME,GLASS..ANCHOR ..........................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 INSTALLATION,FLANGE& 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. INTEGRAL FIN EQUAL LE ................3 4)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 INSTALLATION,INTEG DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER,IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN &J-CHANNEL......................4 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR), 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 DETAILSDESIGN PRESSUREESS...................8.7 ...................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. 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.................d-10 EXTRUSION PROFILES. 11 7)DESIGN PRESSURES: ASSEMBLY&PARTS LIST...........12-13 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300, STANDARDS USED: 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 33-113%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 eANSIIAF&PA NDS-2012 FOR WOOD CONSTRUCTION WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. I 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. 'ALUMINUM DESIGN MANUAL,ADM-2010 as c"ylyio&with dw Fkxfun 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 Bu114no Cade LI ) GHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSUAF&PA NDS&ALUMINUM DESIGN MANUAL A-P, 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. ,+,'�` '• Revised By: Dale: Revislon: f'-xpimtionn11,hM)6-O Date y 11 j !/ A ADOED SPACERS USER INSTRUCTIONS: ...."' JR 05/05/16 B 1 TO SHEET 11. Mionu)7adc PwducfCoufroil,+ 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. Rev/sed 8y: D.f.: Revlslan: /vim 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 - ® DesorfPtion: Drawn By: PRESSURE FROM TABLES 4-8.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW - GENERAL NOTES&ELEVATION J ROSOWSKI OPENING OBTAINED IN STEP 1. (/V6 ,N 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11.VERIFY THE ANCHORISUBSTRATE WILL MEET REQUIREMENTS FOR ,•'•.-j/1. 1070 TECHNOLOGY DRIVE Title: ?..,. Data: YOUR OPENING'S CONDITION FROM TABLES 20R 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-BETAKE MET. t: N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. .,.I,!' its' (941)-4B0-1fi00 Sorias/Model: Scale: '7':0 heet: Drcwfng No. Kar NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, ,•`q!IiYNN MII.�EKi:�.E. SH-5500 NTS 1 OF 13 MD-SH5500-01 A INTEGRAL FIN OR EQUAL LEG/BOX). P.E.#58705 CERT. OF AUTH. //29296 TABLE 1:ALLOWABLE GLASS TYPES Frame Glass Frame Frame Glass Design Pressure Description(Elated from Exterior to Interior) Table# Sheet# Types Options Conflgs. Shapes Installation Options that may be used Type - (see Fig B) (see Table 1) (see Fig A) (see Fig C) 5 7/8'Laminated I.G.:118'A Exterior Cap+7116"Air Space+5116"Laminated;(2)Liles of 1/8"A Glass with.090'PVB Interlayer 4,5 6 6 7/8"Laminated I.G.:IIB"T Exterior Cap+7/16"Air Space+5/16"Laminated;(2)Liles of 1/8"A Glass with.090"PVB Intedayer 4,6 6 ....into 2X Wood Frame/Buckslrip-sheet 3,option 1 Equal-Lite, Square/Rect., 7 7/8'Laminated I.G.:3116"A Exterior Ce +318"Air Space+5116"Laminated; 2 Liles of 118"A Glass with.090"PVB Intedayer 4,6 6 Flange Through the frame ....into Concrete/CMU-sheet 3,option 2 P P () Y 5-15 Oriel/Proti♦ew Arch-Top& 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 Interlayer 4,_6 6 (#2) &Cottage Radius-Top of the window...... •,••through 1X Buckslrip into Concrete/CMU-sheet 3,option 3 9 7/8"Laminated I.G.:1/8"A Exterior Cap+7116"Air Space+5116"Laminated;(2)Liles of 118"H Glass with.09D"SG Intedayer 7 7 ....Into Metal-sheet 3,option 4 10 7!8'Laminated I.G.:1/8'T Exterior Cap+7/18'Air Space+5/16"Laminated;(2)Liles of 1/8"H Glass with.090"SG Intedayer 7 7 Box! Equal-Lite, Square/ ....Into 2X Wood Frame/Buckstdp-sheet 3,option 1 ... 11 7/8'Laminated I.G.:3/16'A Exterior Cap+318"Air Space+5116"Laminated;(2)Liles of 1/6"H Glass with.090'SG Intedayer 7 7 Equal-Leg 5-16 Oriel/Pro�iew Arch•Top op&8 Through the flame .Into Concrete/CMU-sheet 3,option 2 E16 12 7/8"Laminated I.G.:3116'T Exterior Cep+3/8"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 Buckslrip Into Concrete/CMU-sheet 3,option 3 13 7/8'Laminated I.G.:1/8"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 7/8"Laminated I.G.:1/8"T Exterior Cap+5116"Air Space+7/16"Laminated;(2)Liles of 3/16"A Glass with.090"SG Intedayer 8 7 Through the ....into 2X Wood Frame/Buckslrip-sheet 4,option 5 15 7/e"Laminated I.G.:3/16'A ExteriorEqual-Lite, Square/Rett.,integral fin...... ...•into Metal-sheet 4, Exterior Cep+114"Air Space+7/16"Laminated;(2)Liles of 3/16'A Glass with.090"SG Intedayer 7 7 J-Channel option 7 6-8 Oriel/Prouew Arch Top 8 716"Laminated I.G.:3/16'T Exterior Cep+1/4"Air Space+7116'Laminated;(2)Liles of 3/16"A Glass with.090"SG Intedayer 7 7 (#1) &Cottage Radius-Top Through the frame ....Into 2X Wood Frame/Buckstdp-sheet 4,option 8 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 FramelBuckstrip-sheet 4,option 5 Min.Edge Min. &15 MAY NOT BE USED IN Integral Fin Equal-Lite, Square/Rett.,Integral fin...... ....into Metal-sheet 4,option 7 Group Anchor Substrate THE HVH2 ABOVE 30'. 5-8 Odel/Proaew Arch-Top& Distance Embedment' (#3) &Cottage Radius-Top Through the frame ....into 2X wood Freme/Buckstrip-sheet 4,option 6 of the window...... .•..Into Metal-sheet 4,option 8 P.T.Southem Pine(SG=0.55) 7116" 13/8" P #10 SMSSteel,A36' 3/8" 0.050" (steel,18.6 S.S. 'MIN.OF 3 THREADS or 410 S.S.) Steel SIUd,A653 Gr.33' 316" 0.0451'(16 Ga.) BEYOND THE METAL FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES A Aluminum,6063-T5' 318" 0.050" SUBSTRATE.FOR "A'=ANNEALED P.T.Southern Pine(SG=0.55) 7116" 1.3/8" STEEL STUDS, Q "H"=HEAT STRENGTHENED MIN.Fu=45 KSI& -r-TEMPERED 3116"steel Ultracon Concrete(min.2.85 kst) 1" 1-3/8" MIN.F=33 KSI. / 2 'PVB"=.090"BUTACITEO PVB Ungrouted CMy U,(ASTM C-90) 2-112" 1-1/4" 0 4 flg BY KURARAY AMERICA,INC. P.T.Southern Pine(SG=0.55) 9116" 1-3/8" uNGROUTED CMU' #12 SMS VALUES MAY BE _- Q BOX OR Q "SG"=.090"SENTRYGLASO B (steel,18-8 S.S. Steel,A36' 3/8" 0.050" USED FOR GROUTED / EQUAL- INTERLAYER BY KURARAY FLANGE or 410 S.S.) Steel Stud,A653 Gr.33' 3/B" 0.0451"(18 Ga.) CMU APPLICATIONS. LEG AMERICA,INC. Aluminum,6063-T5' 318" 0.063, EQUAL-LITE 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" 1-114" FIGURE C:FRAME SHAPES 114"steel Creteflex Concrete(min.3.35 ksi) 1" 1-3/4" BUCK WIDTH BUCK WIDTH F- — BUCK WIDTH 1/4"steel Ultracon Concrete(min.2.85 ks)) 2-1/2" 1-314" fTTT -_-.i 1/4"steel Ultracon P.T.SouthernPine(SG=0.55) 1' 1-3/8" F " 1O— g 3 fl 114"steel Cretellex Concrete(min.3.35 ksi) 2-1/2" 1-3/4" O INTEGRAL 2-12 1-1/4"Ungrouted CMU,(ASTM C-90) J-CHANNEL D1/4'steel Creteftex FIN P.T.Southern Pine(SG=0.55) 1 1-38" Q x O w e2 J /4"steel Aggre-Gator Concrete(min.3.275 ksi) 1-1/2" 1-3/8 1Lw m P.T.Southern Pine SG=0.55 1" 1-318" 1!4"steel Aggre Gator Grouted CMU,(ASTM C-90) 2" 2" 1 1 1 1 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 Flarids Group Anchor Substrate Min.Edge Min. DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM Buildins code 16.07/4. Distance Embedment' THE TABLES ON SHEETS 8-10. Acccpramc N, 1 05 l;f�, lkm .12�2j) E 2-112"x.131"Common Nail P.T.Southern Pine(SG=.55) 316" 2-7116" r ,, Revised By: Oaf.: Revision: pm Y Dar._ ny 2-1/2"Ring-shank Rooting Nail P.T.Southern Pine(SG=.55) 318" 2.7116" Miami rnGeti C.on rGl P.T.Southern Pine(SG=.55) 1/2" 1-318" Rev/s.d f?y: Date: Revlslon: oda P 410 Trusshead SMS Aluminum,6063-T5• 318" 0.050" (steel,18-8 S.S. Steel Stud,Gr.33' 318" 0.0451'(18 Ga.) o De..rlpuon: D--Bic or 410 S.S.) •MIN.OF 3 F Steel,A36• 3/8" 0.050" I, 6 GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI THREADS BEYOND P.T.Southern Pine SG=.55 9116" 1-318" ','--• -- #12 SMS ( ) THE METAL ' 1070 TECHNOLOGY DRNE 77Ue; Dot.: Aluminum,6063-T5' 318" 0.063" SUBSTRATE.FOR N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (steel,18-8 S.S. Steel Stud,Gr.33' 318" 0.050' STEEL STUDS, ;' <� (941)-480-1600 or 410 S.S.) MIN.Fu=45 KSI 8 �•�.,'.,� - ��' S.r(../Modal: Scat.: Sheet: Dtawing No. Rev: Steel,A36' 318" 0.0501' MIN.Fy=33 KSI. '••A.LY.11N�tw11L�ER)�.E. CERT. OF AUTH. #29296 SH-5500 NTS 2 OF 13 MD-SH5500-01 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 FRAME INTO 2X WOOD -► 1/4'MAX SHIM 16 1/4"MAX SHIM �- FRAME OR BUCKSTRIP. -�- - �� �- __ SASH VISIBLE 17 •" SEE NOTE 2,THIS SHEET. EMBEDMENT „ D� 1g LIGHTWIDTH DISTANCEEDGE EDGE FLANGE FRAME DISTANCE - __ ____ a SHOWN " 44 BALANCE fL ��1/4°MAX ...... 42 WITH SASH TYPE, TYPE VARIES --o - - _ O TYP.ANCHOR SHIM TYP.ANCHOR TYPE, " EMBEDMENT AND. jl�f WEIGHT 54 EMBEDMENT (:2:)-/ TYP.ANCHOR TYPE. EDGE •° I I�Q 30 a� / AND EDGE EMBEDMENT AND EDGE DISTANCE PER J Q 31 EDGE SUBSTRADISTANCEPTE.O DISTANCE PER SUBSTRATE, SUBSTRATE, . SEE TABLE 2.SHEET 2. SEE TABLE 2,SHEET 2. EXTERIOR II-�` DI CE SEE TABLE 2, 18 87 L\� SHEET 2. •� FIXED VISIBLE �� l�\1 FIXED 19 201 OPT.SASH TOP FLANGE LIGHT WIDTH EQUAL VISIBLE J LIFT RAIL FRAME I O _ILEG/BOX LIGHT NOTES:O : SHOWN I BUCK WIDTH FRAME HEIGHT j FOR ALL WINDOWS: SHOWN I ANCHOR @3.55° HORIZONTAL SECTION A-A i 49 46 FROM END AND AT 1)USE ONLY , [ SUBSTRATE-APPROPRIATE i �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 0 ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLE 2,SHEET 2. SCREWS @76-3/8' INSTALLATION OPTION SHOWN MAY 14 45 46 47 FROM END. BE USED ON ANY SIDE OF THE 35 FOR WINDOWS WITH WINDOW. 1/4"MAX. OSHIM #10 OR#12 STEEL 1/4"MAX BUCK BOTTOM LOCKS: 2)MASONRY ANCHORS MAY BE 50 16 ADD ADDITIONAL USED INTO WOOD AS PER TABLE 2SELF-DRILLING r SHIM , HEIGHT SCREWS @ 8-318' SMS(G5),SEE g5 30 FROM END. SHEETALL BUCKS LESS TABLE 2, D[�-. THAN 1-1.1 12°THICKICK ARE RE 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 1__ 16 DEPICTED AS 2X ARE 1-112'THICK 86 USE EITHER OR GREATER.1X AND 2X BUCKS OPT. LATCH OR (WHEN USED)SHALL BE DESIGNED (2)1'I 81 O (3D 65 64 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE EQUAL INTERIOR 31 _ TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME (JD�Q LEGIS WEEP LOCATION:6,•5IB° DESIGN AND INSTALLATION IS THE SHOWN FRAME NOTCHES AT FROM SASH END. RESPONSIBILITY OF THE ENGINEER SHOWN BO EACH END. OR ARCHITECT OF RECORD. EXTERIOR g 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION fl INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION 4 V OPTION 4 'PRODUCT RLVISGO 67 OPENING)IS MEASURED FROM as complying With ft Vlodfit BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH lluitding Code EQUAL-LEGIBOX 1/4"MAX SHIM FRAME INTO METAL FRAME INTO METAL p4, 0AvwccFRAME SHOWN Revised BY: Date: Revision: {Sn.27°X 1.25'WEEPHOLE NO ANCHORSMiam' REQUIRED IN VISIBLE LIGHT FORMULAS Revraed By Data: Revision: WlCOVER @ 39 FLANGE OR -• -• 2.87°FROM EQUAL-LEG WIDTH °•( :•�.- EACH END. FRAME SILLS SASH:BUCK WIDTH-6-1l2' `"' ® Description: Drown By: @ FIXED LITE:BUCK WIDTH•4-3/B' �y.- �� 6 �!:: FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI r�• .'•=' • ° HEIGHT(EQUAL-LITE) `''''-:`• ,.,: 1070 TECHNOLOGY DRIVE 770.: Det.: VERTICAL SECTION B-B BUCKHEIGHT/2.3.15/16" N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 '�` �'� (941)-480-1600 ' - ' i, •;` Ser(es/Model: Sccle: Sheet: Drawing No. Rev. �••A.�LVNN M'I:4tR;P.E. CERT. OF AUTH. #29296 SH-5500 NTS 3 OF 13 MD-SH5500-01 A 841)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 INTO 2X WOOD FRAME OR �— EDGE DISTANCE ANCHORED THROUGH INTEGRAL EMBEDMENT NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. {�- /n� FIN INTO 2X WOOD FRAME OR IIJ114"MAX SHIM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 16 1/4'MAX SHIM SHEET. TYP.ANCHOR TYPE, SASH VISIBLE _ J-CHANNEL EMBEDMENT AND EDGE ❑� 18 LIGHT WIDTH ❑ 17 FRAME DISTANCE PER SUBSTRATE, SHOWN SEE TABLE 2,SHEET 2. (SCREW SHOWN) 44 BALANCE a o _ EMBEDMENT TYPE VARIES _ 1/4"MAX SHIM —42 WITH SASH EDGE WEIGHT 54 TYP.ANCHOR TYPE, DISTANCE Q 30 1 0 �� EMBEDMENT AND EDGE 31 _ DISTANCE PER SUBSTRATE. TT O I I SEE TABLE 3,SHEET 2. uD�o IJ EXTERIOR TYP.ANCHOR TYPE, 18 (NAIL SHOWN) n 87 INTEGRAL EMBEDMENT AND EDGE 19 �- FIXED VISIBLE v 3 FIN DISTANCE PER SUBSTRATE, —� FIXED 20 OPT.SASH TOP LIGHT WIDTH FRAME SEE TABLE 3,SHEET 2. VISIBLE LIFT RAIL J-CHANNEL 1 SHOWN (NAIL SHOWN) LIGHT FRAME HEIGHT FOR ALL WINDOWS: NOTES: SHOWN 1 ANCHOR @ 3.55" BUCK WIDTH 4B 48 FROM END AND AT 1)USE ONLY HORIZONTAL SECTION C-C 21 CENTER. SUBSTRATE-APPROPRIATE O 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 OVER 36"WIDE: OF SHEET 2.FOLLOW EMBEDMENT 114"MAX. DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 72 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 14 45 46 47 BE USED ON ANY SIDE OF THE 35 FROM END. FOR WINDOWS WITH WINDOW. BUCK a BOTTOM LOCKS: #10 OR#12 STEE*/ ' HEIGHT 50 O 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLING SCREWS @ 6318° USED INTO WOOD AS PER TABLE 2, SMS(G5),SEE 85 -�-- FROM END. SHEET 2.ALL WOOD BUCKS LESS ❑ TABLES 2&3,30 THAN 1.1/2'THICK ARE TO BE SHEET2.SASH CONSIDERED 1X INSTALLATIONS.EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHT USE EITHERUNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS LATCH(SHOWN) DEPICTED AS 2X ARE 1.1/2'THICK 86 L 16 OR BOTTOM OR GREATER.1X AND 2X BUCKSOPT. TESTED UNIT 3).65 (WHEN USED)SHALL BE DESIGNED II(2)1' 81 30 63 TESTED UNIT TO PROPERLY TRANSFER LOADB FIN AND/ORQ INTERIOR 31 LOCATION:65/8" TO THE STRUCTURE.WOOD BUCK FLANGE REMOVED !-I FROM SASH END. o IN-FIELD WEEP DESIGN AND INSTALLATION IS THE U NOTCHES AT gp p RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN [� EACH END. (VIII NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN REQUIRED IN FRAME EXTERIOR INSTALLATION SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 OPTION 8 PRODUCT REVISED OPENING)IS MEASURED FROM ANCHORED THROUGH FRAME INTO METAL nv cantpiyla8 with tias,"'Lxtb 1/4'MAX BEADING TO BEADING. ANCHORED THROUGH Building'7_'6INTEGRAL FIN �-+� SHIM INTEGRAL FIN INTO METAL (INTEGRAL FINIFLANGE REMOVED) FRAME SHOWN UO�� Is<,ir urn Dom, -O .1••' ReWsad By. Dote: Revfalon: C LV .27"X 1.25'WEEPHOLE '; 1.i iii:f ,;,•'�i; W/COVER @ 2.87" Dy / 38 JnJc Prodcet Con FROM EACH END. VISIBLE LIGHT FORMULAS Revised By: Date: Ravfsfm P. TYANCHOR TYPE, , EDGE DISTANCE •' - EMBEDMENT AND EDGE ` WIDTH DISTANCE PER SUBSTRATE, @SASH:BUCK WIDTH-6-112' ® Description: Drawn By. SEETABLE3,SHEET2. --r1 EMBEDMENT @FIXED LITE:BUCK WIDTH-4.318' ly !6 J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN).. .. •,�:'.i,' HEIGHT(EQUAL-LITE) 1 1070 TECHNOLOGY DRIVE Tltfe: Dote: INSTALLATION OPTION 5 VERTICAL SECTION D-D 13UCK HEIGHT12-3-15/16" ":.r l;;t'f;.•',.;)r. N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ANCHORED THROUGH INTEGRAL FIN - �' (941)-480-1600 INTO 2X WOOD FRAME OR BUCK- !''.i;i ;',_ Sedes/Abdel: Style: Sheet: Drawing No. Rev. 11 STRIP.SEE NOTE 2,THIS SHEET.BUCK- A. RE MIL'05�.E. CERT. OF AUTH. $29296 SH-5500 NTS 4 OF 13 MD-SH5500-01 A P.E.#60705 �{ 7/8"NOM. 718"NO �— —�-I 718"NOM. 7/8"N M. 718'NOM. 5/16"A/A PV8 I 5/16"A/A PVB 5/16"A/A PVB I 5/16"A/A PVB I 5116"H/H SG 7116"AIRSPACE--\ 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE— 7/16"AIR SPACE 1/8"A_GLASS— 1/8"T GLASS 3116"A GLASS 3/16"T GLASS--\ 1/8"A GLASS aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR (E9_ (E9_. (76.3-- GLASS 6.79 GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 718"NO718"NOM. 7/8"NOM. 7/8"NOM. Imo— —�{ 7/8"NOM. �— I I I 5116"H/H SG 5116"H/H SG 5/16"HIH SG 7/16"AIA SG — 7/16"A/A SG 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE— 5/16"AIR SPACE 5/16"AIR SPACE 1/8"T_GLASS— 3/16"A GLASS— 3/16"T GLASS 1/8"A GLASS 1/8"T GLASS— aEXTERIOR a EXTERIOR G]EXTERIOR a EXTERIOR a EXTERIOR 76-79 76-79 76-79 76-79— 76-79 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 —+•{ 7/8"NOM. —+{ 7/B"NOM. 7/16"A/A SG 7116"A/A SG 112"NOM.GLASS GLASS TYPES 9 THROUGH 114"AIR SPACE— 1/4"AIR SPACE 76-79 BITE TYP. '16 MAY NOT BE USED 3116"A GLASS 3/16"T GLASS ///--- WITH J-CHANNEL OR '72� 74 INTEGRAL FIN FRAMES a EXTERIOR "� a EXTERIOR GLASS TYPES 5,7,9,11,13 779 LA _ 76-79 31 &15 MAY NOT BE USED IN / IPRODUCT RC\USED EXTERIOR 75 � THE HVHZ ABOVE 30'. as w GLASS TYPE 15 GLASS TYPE 16 ISuildittp complying ith tho Fictidn � Aca�tru,cc ren/ 0 03 38 30 Revised Dote: Revision: D� -tion Dote `�20 Lam— oO� BY Miran'Urdu Product Cr t/ 0 Ravlsed By: Date: Revision: GLAZING NOTES: " °A°=ANNEALED Description: Drown BY: TYP. GLAZING DETAIL °H"=HEAT STRENGTHENED / GLAZING DETAILS J ROSOWSKI "T"=TEMPERED i Lit, �,i "PVB"=.090"BUTACITE®PVB BY KURARAY AMERICA,INC. - 6, I,l_ I 1070 TECHNOLOGY DRIVE 77t1.: Dole: "SG"=.090"SENTRYGLAS®BY KURARAY AMERICA,INC. N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (941)-480-1600 FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. -'i, Series/Modal, Scala: Sheet: Dm fng No. Rev. '.A.,IYP.E!7i�8NN ti11LLER,P.E. CERT. OF AM. #29296 SH-5500 NTS 5 OF 13 MD-SH5500-01 I A 705 v f, TABLE A: TABLES: ""TIP. Balom sash TABLE 6: 01'.Type. Design Pressure,lbsm7 a Dsicdplm hplen sawn lxI,,, Design Pressure,lbslt? aI•n TyP•• Design Press u re,Ibsltt2 6,6,7&a R.I.L Level R.n9.®Wueax Range 8n1 W Od-Bwk Wdlh m +1-50.0 R2 u Io 48 I 62.725 +65.0/-70.0 R.I.F.L..l 2346 Egwl13. 11.394 .B50 .70.0 .85.0 .70.0 Relnf.L.v.l R7 FOra0w4W-8 iwh'l- rlM I-We 14.517-15.070 .05.0 -70.0 486.4 -70.0 R2 FareO Wndaw eM sash clxec 20 EgwW4 11.583-14.616 .65.0 •70.0 +65.0 -70.0 SEE TABLE 9,SHEET 8 FOR swa fd RmIm 11,317-11.582 .65.0 -70.0 .65.0 .70.0 SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. 7.141 23.517-25.286 .WA .70.0 .05.0 -10.0 ANCHOR GROUP AND QUANTITY. SIaM.W Cotlepe 20.958-23.516 ,85.0 -70.0 .W.0 .70.0 37.375 EgwFR. 17.517-20.057 .85.0 .70.0 .85.0 .70.0 ��1--p-� SIeMaW PrMew 14.51]-1).516 .65.0 •70A .65.0 •70.0 0 shorten 17.377-14.616 .85.0 -70.0 185.0 -70.0 Telecl 27.583-31.911 ,65,0 .70.0 .0.0 1.70.0 D Cwlan Elie28,517-27.562 .BSO •70.0 .65.0 -70.0 p Stall MCampo 23617-25.5+6 ,650 -70.0 .85.0 -70.0 II I p HEADER 44 Eq6 IU 20.517-23510 -MO -70.0 .65.0 .70.0 O IlJ HEADER Sludmd PW- 17.517-20.510 .050 .70.0 .05.0 .70.0 23 cwlomsiio +1.517-17.516 .640 40.0 .85.0 au.o 1 23 sw.'t 11.3]7-14.516 .65.0 .70.0 .65.1 -70.0 I� Dc T.W1 31.5a3 a 35.911 ,65.0 .70.0 .65.1 .70.0 n SlandVCl;al.pa 29.517-31.582 .85.1 .70.0 .65.0 •70.0 ul Eq.Wk. 20.517-26.516 ,65.0 .70.0 .65.0 460 i I l I MEETING RAIL 4e SIm Xj P W- (7.517.20.51. .95.0 .70.0 .95.0 460 LJ _--- � MEETING RAIL o Qntomsisa 14.517-17.518 465.0 .70.0 .65.0 -70.0 e o c 26 0 Qal4.size 12.517-14.516 .450 40.0 .65.0 .70.0 U 27 Shortest 11.377-12.516 .65.0 40.0 .65.0 -70.0 EXTERIOR F.. EXTERIOR Talecl 33200-J].Sb .85.0 •70.0 .85.0 -70.0 Tny 0 O SmMaW Calep6 29.517-33.20 .65.0 •70.0 .65.0 .70.0 v 0 0 O 23 Eq.W. 23.517-2&616 .M.0 .70.0 .65.0 .70.0 23 JAMBcwmm slie zosv-z3sta 466.4 ao.o .95.0 -70.0. JAMB 49.026 SU-dNMev, 17.577-20.510 .65.0 .70.0 .05.0 .70.0 EXTERIOR SASH EXTERIOR SASH 4 HEIGHT aimmslie 14.617-17.518 .85.0 70.0 185.0 -70.0 a HEIGHT aimm Sme 12577-14.516 .65.0 .-]0.0 186.0 -70.0 ...111.377-12516 .W.O -70.0 465.0 40.0 T.nest 36517-41.644 .660 1-70.0 465.0 40.0 0S.n of Cal.p. 31.517-39.518 465.0 -70.0 .Me •70.0 23 EgwNBe 28517-31.516 .Bio -700 .850 -70.0 23 SmM.W NM- 23.517-26.518 .85.0 .70.0 4666 .70.0 SILL 0 62 aim.slie 20.517-23.515 465.0 -70.0 .B&O .70.0 SILL O 1II^\-InIII 0n14.Su 17.517-20.515 .05.0 .70.0 .65.0 -70.0 IIII��II Cwlo.Sm4 14.61717.518 .65.0 -70.0 465.0 46.1 a13. �D aimue 017.usle .650 .70.0 •6640 ala L] Sh .t 11.860-13.016 .05.0 -70.0 .65.0 46.5 T.1k11 39.517-41.644 465.0 -70.0 465.0 .70.0 ailom Siza 38.517-39.516 .65.0 1-70.0 .85.0 -70.0 0 EgwN4a 35517.30.510 .65.0 -70.0 465.0 -70.0 75 Cu.l.m Sii6 32.517-35.516 .85.0 -70.0 .85.0 -70.0 SECTION DETAIL FOR WINDOWS WITH slanmWN.4aw 20.517-32.516 465.0 .70.0 .65.0 -70.0 SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT&GLASS TYPES 5,6,7&8 cail.mslie 26.517-29.516 .5s.o .70.0 .651 47.3 LEVEL R2 REINFORCEMENT&GLASS TYPES 5,6,7&8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE slnneit 25518.25.516 405.0 -70.0 .65.0 46.5 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES& Egwtlka 3&517.41.844 .ase •70.0 .66.0 -70.0 APPLY TO ALL FRAME TYPES& CONFIGURATIONS) 84 asm.sl:. 35517-38.516 485.0 -70.0 485.0 47.3 CONFIGURATIONS) Smn.,d NW- 33.818-35.518 .65.0 .70.0 485.0 465 PRODUCT REVISED 9t.re T.em 41.044 .65.0 40.0 ,6640 465 as mlplyfn&With the Fimde SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. building A, P"" "MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.138 Gspir Ilio Dute� -nLLXJ Revised By: Date: Ravisl- '�i iid Idy-. '' A•limaf)odd Ptldllcl['on r Revised By: Data: Revision: NOTES: B Deaedptlpn: Drawn By: �- DESIGN PRESSURE TABLE J ROSOWSKI 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. ,- 1070 TECHNOLOGY DRIVE Tide: Date: 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 ON THE TABLE. Series/Model; Scats: Sheet: Orowlnp No, Rev: �:•L'yNN,'ty11LL I1.P,E. CERT. OF AUTH. #29296 SH-5500 NTS 6 OF 13 MD-SH5500-01 A P.E.d 58 5 Immm M��Mmmlmmlmmmgmmgm _ Ili am =m=9=mmmm=mmmwnTnTmm3mmmm9mmmmEmmmmmmmm .III wm==mmMmMIMEM9Mmummmimmmmmmm MEMEMEMCMMMMEM i Ili I - ���������� ������������������ I •,Ili mmm=ma�mmmm mmmm ���������������� ma=mwMMMmM=mmmmmmmm mommmm ■� �������� � ���cm������� mmmmm ON 4.0 mm laim"o ommmmmmmm mm .. pill (941)-480-1600 ,• . • �DDDDDDDDDDDDDDDDDDDDDDDDDDD©DODO©DDDDDDDDGIDDDDDDDDD Comm :ODDDD©DODODDD©DDDDDDDDDDDD©DD©DD©DDDDDDDDDDDDDDDDDDD �Q ©DDDDDDDDDDDDDDDDD©DDDRDD©DDDDDaD©DDDDDDDODDDDDaDDG �GGG©GRDDAGDDDDDDGDDDDD©G��DGDDDDD©DD©aaa©©©©DaaDaaa O;DDDDDD®DDDDDDDDDDDDDDDDDDDDD©DDDDD©DDDDDGIDDDDDDDDD � DDDDDDDDDGDDGIDDDDDDDDDDDDODDDDDaDDDDDDDDGaDDDDDGDDa D�OGGDGG®DGDGIDDDDGDDDDDDGDDDDDDDDDDDDDaaaDDDDDaa6faCG • _ : !�'DDDDDDDD©DDGIDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD©DDD©DDD �; .. ,���©DDDDDDDDDDDDDDDDD©DDDDD©©DDDDDGD©DDDDDDGaDDDDDGDDG �GGGDGGDDDGDDD©DDGDDDE�IDGDDDDDDDDDDDDDaaaDDDDDaaDGaa ��0'©DDDDDDDDDDCIDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD �©DDDDDGIDDDDDDDDD©DDDDDDD©©DDDDDOD©DDDDDDaaDD©DDD©DD D�,OGGDGGDDDGDDDDDDGDDDD©DGDDDDDDGDDDDDDaaaDDDDDaaDaaa � �3 ��O,OGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGaGGGGGGGGGGGGG - 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3.483" .062" 3.483" 1 .070" .062" .06r - .osz° 7s1" VI 6" 1.041' T .130" D 2.444" 2.444" 2.444' I~ 1.331• Imo- --►{ 1.340" F+-- D rl \ 2'444 26STANDARD 7 HD MEETING AIL MEETING AIL REINFORCEMENT REINFORCEMENT Sao❑ Lif o �oo❑ o 26' EQUALLEG 6� U FRAJ-CME SIELL 8r O `../F AME SILL FLANGE1 3� O STILL RAE O FAME SILL 1.375 1.872' -�{ � 1.841' 2.100'Imo' 1.472° 1.565" 1.630° I I 1.376" 2.176" .065° o o .065' 1.375" ,974' .59 I .471 .347" 1 590' 1 .355" .050° r .050" I .035" -7- J 070" ,070" -►I 1,231' � � 1.000" �- T .060 14 SASHSTOPI LIFT RAIL LIFT RAIL BEVELED BEVELED MEETTIING AIL 16 SASH RAIL 17 COVERBALANI 18 SCREW COVER 18 INTERLOCK 20 INTERLOCK COVER 27 INTERLOCK 22 INTERLOCK COVER t'RODIICT REVISED rn-Plying with d»Flaaida ' „+ildiug Code •lcceptnnce hN��-0774-0.9 - &xpinitian.Date Rovlsed By: Data: Revision: t3y_ ��! Minml)adc Producl"Con o .316' .300' .�,•.,(i'`..:_.:...:'''�' l .864" .175" � •.,:y,i:!•:,,'•. Rovlsed By: Date: Revlefon: .754° .750' .035' ---i 025".025" -�j-�� _ ® OeseriPtion: Grown By: uMno EXTRUDED ROLLED 6 I (�(b WINDOW EXTRUSIONS J ROSOWSKI 72 BEADING 81 SCREEN FRAME 82 SCREEN FRAME ,,, 1070 TECHNOLOGY DRIVE TlOe: O°t° N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ,! "+ (941)-480-1600 Sedes/Model: Scale: Shat: 0l wlnp No. Re, Y{4NIMILLER,P.E, CERT. OF AUTH. #29296 SH-5500 NTS 11 OF 13 MD-SH5500-01 A P.EJ/58105 U TABLE 12: TABLE 12,CONT.: SILICONE HOT-MELT BUTYL Bill of Material Bill of Material,cont STRUCTURAL # Part# Description Material # Part# Description Material STRUCTURAL SILICONE 3/16"NOM. POLYISOBUTYLEN 1/4"NOM. FOAM 1 620101 Single Hung Frame Head&Jambs-J-Channel PVC 45 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 720195&6 Auto Lock Cover Assembly Cast Zinc EXT.GLASS EXT.GLASS 4 620104 Single Hung Frame Head&Jambs-Equal Leg/Box PVC 48 76Xl l8OPTX #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 SIII-Flange PVC 50 76X34PPA #6 x 314"PH.PH SDS(Keeper Screw) SS 7 620107 SH/DH Frame SIII-Fin PVC 51 420181 UR Beveled Till Latch Corner 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,Tap&Bottom) PVC 54 420183 Tilt Latch PVC 76 77 © TM 17 620134 Balance Cover PVC 55 420184 Tilt Latch Retainer PVC 4SG TPS $PACER NXT 18 620133 Sash Stop/Screw Cover PVC 56 720207 1"Tilt Latch Spring SS 19 620156 Pull Rail Interlock 6005 T5 Al 57 420186 Plastic Tilt Latch Finger Pull PVC ALUMINUM 20 620144 Pull Rail Interlock Cover PVC 5B 720192 Metal Tilt Latch Finger Pull Cast Zinc REINFORCEMENT pOLYISO- DESICCANT FILL AREA BUTYLENE 21 620157 Beveled Interlock 6005 T5 Al 59 420180 Plwt Bar Comer Key PVC 5116°NOM. 22 620145 Beveled Interlock Covet PVC 60 720206 Pivot Bar SS 5116"NOM. SEAL BUTYL& SILICONE SEAL 23 620160 Light Sash Reinforcement 6063 T6 Al 63 720191 Sash Pull Handle Cast Zinc DESICCANT ROLL-FORMED 25 620152 HD Sash Reinforcement 6063 T6 Al 64 720194 Sash Pull Handle With Latch Assembly Cast Zinc FOAM STAINLESS STEEL 26 620153 Standard Meeting Rail Reinforcement 6005 T5 Al 65 7834FPT #8 x 3/4"Ph.FH SDS(Pull Handle Screw) SS FACT.GLASS 27 620154 HD Meeting Rall Reinforcement 6005 T5 Al 66 420188 Bottom Latch Strike Plate Cast Zinc EXT.GLASS 30 61644 Weatherstrip,.187"x.270"Fin Pile 67 78586 #8 x 5/8"Ph.FH SMS(Strike Plate Screw) SS 31 6Q300 Weatherstrip,.190"x.300"Foam Bulb Flex PVC 72 720135 Lam!I.G.Bead PVC 32 61719 Weatherstrip,.187"x.220"PolyPile 74 Backbedding,GE 7700 or Dow 791 Silicone INT.GLASS 33 61825 Weatherstrip Plug,.220"Finseal 75 71646N Setting Block(7/8"x 1"x 1/8"),85+/-5 duro. EPDM INT.Glass 35 78XIMTTT #8 x 1"Ph.PH SDS(Interlock Mounting Screw) 80 61012 Extruded Screen Frame Alum 78 DURASEAL® 7s XL EDGETM 36 78X3THPX #8 x 3"Ph.PH SMS(Meeting Rail Screw) 410 SS 1 81 61011 Roll-Formed Screen Frame Alum SPACER SPACER 37 71669SP Meeting Rail Screw Support Plate 6063 T6 Al 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 40 720)0000( lConstant Force Balance 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 42 Spiral Balance 86 61816048 Screen Cloth Fiberglass 43 720205 Spiral Balance Shoe Nylon 1 87 1 616351616141.140"Screen Spline(Machine/Hand Rolled) Vinyl 44 78Xll4FPAX#8 x 1-1/4"Ph.FH SMS(Spiral Balance Screw) I 410 SS Part# Description Material 76 Kommeding 4SG TPS Spacer System ED 77 Quanex Super Spacer nXr with Hot Melt Butyl See this pRClnllcr ,l ilh 11. ��5 oDucT wishriw Fhaidn Sheet for I1mldingCode do o7t4. 78 Quanex Duraseal Spacer Accepfm.Ho 033 Materials p; r Date 79 Cardinal)L Edge Spacer "' Revmed By: Dote; Revielon: REFERENCE TEST REPORTS:FTL-8717,6966&6970 ",' JR 05/05/16 A)ADDED SPACERS D — ��ami Jnde Pr<ducl Revised Dy: Dote: Revblon; G �/ ® Descriptlon: Drown By; C( BILL OF MATERIAL(BOM) J ROSOWSKI '6 fl 6 .i:.' 1070 TECHNOLOGY DRIVE 77t1e: Dota: NOTES: _ •. :_•,.:';.•',;;,:',•; N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ';�.';'�,, ".'• (941)-480-1600 1)PVC BY ROYAL WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. i r ':� Sedee/Modal: Scole: Sheet: Orow(ng No, Rev: 2)ITEMS#9-13.15,24.28.29.34.39,61,62,68-71&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. A.LYNN MILLER,P.E. P.E.N 59705 CERT. OF AUTH. ()29296 SH-5500 NTS 12 OF 13 MD-SH5500-01 A OPT.SWEEP LOOK 6 OPT.AUTO LOCK 47 20 57\ 85 OR508 qg i 51 OR 52 45 55 OPT.PULL RAIL 22 02 OR B4 19 INTERLOCK COVER U6 1�f 87 86 175 I V/ OPT. BEVELED MITERED FRAME WITH 21 INTERLOCK INTERIOR AND EXTERIOR15 - &COVER FRAME WELDS 54 72 X4 X4 80 CRIB 50 a,,: ............. SCREEN 60 OPT.PULL HANDLE ASSEMBLY 64 WITH LATCH DETAILS CONSTANITFORCE 65 16 41 OR 83 40 BALANCE 82 OR OPT.PULL 40 OR 43 42 43 SPIRAL BALANCE HANDLE 63 87 1 16 MITERED FRAME WITH INTERIOR AND SASH ASSEMBLY FRAME WELDS EXTERIOR DETAILS ------------ 6 8 •• •� EXTERIOR 53 38 59 ()I)t]Clil fuivism —ATTAClles ;"s colliplying with the 53 . .....c"d, ------------ 'A-pt,"o No 16-0 14.03 ------------------------------------- FRAME R-i-of Bt,. Dot.. R.�Wn: ASSEMBLY . Ry r ......... DETAILS R-kod By: DO.. Rvhl.rt: D...rfpU.n: Drown J OSOWSKI EXTERIOR 6 iLfJJ6 EXPLODED ASSEMBLY Date.- — NOTES: 1070 TECHNOLOGY DRIVE 17fle: N. VENICE, FL 34275 LM 05/15/15 SINGLE HUNG WINDOW INSTALLATION I I SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. ....... J-CHANNEL FRAME SHOWN,PARTS#1&S.OTHER FRAME TYPES APPLY. (941)-480-1600 X-I� ',. - I Drawing No. )"I�l� , Sitriets1g.d.f. 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6&7. !LiY P.E. #29296 SH-5500 Scale: 1 13 OF 13 MD-SH5500-01 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. PEA 58705 CERT. OF AUTH.