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Product Approval
l,f Z df9' is kA i � dF-+ - Y., M IAM I-DADS MIAMI-DADE COUNTY ® PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION (18i33-M-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) - k �" t� `' 'imiamidadt.gov/econom PGT Industries,Inc. JUL 2 0 29 1070 Technology Drive North Venice,FL 34275 PEi,[.ci1'-i'it.G SCOPE: Si. LL;cic C.cunty, i-! 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 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 Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"5500"PVC Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No.MD-SH5500-01 titled"Single Hung Window Installation- LM",sheets 1 through 13 of 13,dated 05/15/15,with revision A dated 05/05/16,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#15-0519.05 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. NOA No.16-0714.03 MIAMI DADS COUNTY ` Expiration Date: July 30,2020 lm�Uludhfflgl MEW €[`�/ Approval Date: August 18,2016 [P Page 1 C PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519.05) 2. Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 05/15/15, with revision A dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,Duraseal°spacer system, Super Spacer NXTTM spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7964, dated 11/15/14, signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 15-0519.05) 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7966,dated 08/21/14, signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 15-0519.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-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) mlmvw ( f Manuel P ez,P E. Product Control�xam' er NOA No.16- 4.03 Expiration Date: July 30,2020 Approval Date: August 18,2016 E-1 c PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS(coNTINUED) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS (CONTINUED) 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc,for their "SentryGlasO(Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/28/13, expiring on 02/28/18. 4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16/20. 5. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15, expiring on 04/16/20, F. STATEMENTS 1. Statement letter of conformance, complying with FSC-2010 and FBC-St'Edition (2014), dated May 15,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NDA 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 tinder 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. Manuel Per . Product Control E am' er NOA No. 16- 4.03 Expiration Date: July 30,2020 Approval Date: August 18,2016 E-2 ANCHORAGE / EXAMPLE FOR 28-118"MAX.O.C. 21-5/8" ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING /� RADIUS-TOP /_\ 54°MAX.BUCK WIDTH ��+---III MAX.O.C. FOR ARCH-TOP HEADER( AX.FROM HEADER(SIM.S) VARIES PER REINFORCEMENT LARGE&SMALL MISSILE FOR ALL ME SEAM B,SEE ,� 30" 12'MAX. / / WINDOWTYPES) LEVEL,SEE SHEETS 6-7 IMPACT RESISTANT WINDOW TYPES)7?!t7ti SHEET 3 0 MAX.D.C. -[f -.{ 52-1/8"MAX.BUCK WIDTH A,SEE I-'-' _ 10°MAX.FROM I SEE SHEETS 1-1/4° B,BEE _-_ -30"MAX.O.C. BHEET 3t FIXED VISIBLE 12 / FRAME FROM D.SEE 8&9 SHEET 3 T 12'MAX' SHEET 4~ LIGHT WIDTH A.SEE -- 12"MAX. I B,SEE _ 30'MAX.O.C. SHEET3 SHEET3 -'I-12"MAX• - C,SEEP- FIXED SHEET4t 1 / + EQUALLY / LIGHT 17.7!8"MAX.O.C.VI ISLE A,SEE EQUALLY i I 17-7/8'M AX.O.C. SPACED SHEET3 / t8"MAX. SPACED f ANCHORSPER HEIGHT-T TABLES 9-11 EQUALLYANCHORSPER / 81.78" SPACED O.C. TABLES 9.11 !I MAX. ANCHORS PERf I / O I i 94" BUCK TABLES 9-11 I / 62° O I ! BUCK -� MAX, �- HEIGHT MAX. 1 HEIGHT 10'MAX.O.C. BUCK 10"MAX.O.C. 10"MAX.O.C. BUCK AS SHOWN U HEIGHT X 4 X .i 4 HEIGHT 1 X I 4 (91,78' -113 -'--- '---'- �[ JJ��IL_ -- MAX.) 'T 13-314'MAX.O.C. / EQUALLY 1 13-3/4°MAX.O.C. EQUALLY I SASH 13-3/4"MAX.O.C. EQUALLY / VISIBLE I SPACED ---•- SPACED SPACED SEE + ANCHORS PER ANCHORS PER ) LIGHT ANCHORS PER i - t I SHEETS 1 TABLES 9-11 A l TABLES 9-11 / HEIGHT A II TABLES 9-11 I j 1I1 8&B C _ _ I 6-1l2"MAX, 6-112'MAX. 8-112"MAX. ATSILL 11 NO ANCHORS AT SILL _ _ NO ANCHORS AT SILL I B�+- 54"MAX.BUCK WIDTH - NOTCH DDETSEE SILL WEEP-, B _ SASH VISIBLE SEESILLWENOTCH DETAE S, B 54°MAX.BUCK WIDTH _iI SEE SILL WEEP- D -'-'-' 1-1/4° SEE SILL WEEP- LIGHT WIDTH "�1 NOTCH DETARS, NOTCH DETAILS, SHEET3 SHEET3 SHEET3 SHEET4 ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP,FIN OR J-CHANNEL FRAME ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEL/PROVIEW CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UPTO ANCHORED THROUGH TH6NAIL-FIN 75"HEIGHT SEE TABLES 7-11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW GENERAL NOTES.........................1 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). ELEVATIONS.................................1 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. 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 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PERANCHOR TYPE. INSTALLATION,FIANCE& 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 LEGIBOX.................3 DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER,1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN INSTALLATION,INTEGRAL FIN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD.(AOR). &J.CHANNEL......................4 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS GLAZING DETAILS........................5 SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. DESIGN PRESSURES...................6-7 6)1!4"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.................8-10 7)DESIGN PRESSURES: EXTRUSION PROFILES................11 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. LASSEMBLY&PARTS LIST...........12-13 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. STANDARDS USED: 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),STH 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 E1300-09 WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION 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 camplyia8 with Iw FWO 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/ :ALUMINUM DESIGN hh LIGHTER SHADES OF CAP COATED PVC EXTRUSION NONS;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS&A MINUM DESIGN MANUAL Acsoptant Nu jr°O 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL ,�", " ' l/v Revised By: Date: Reviclon: E!p rattan Dale 4 ``; . //,�yi,y JR 05/05/16 A)ADDED SPACERS By USER INSTRUCTIONS: '•. ; TO SHEET II. Mi i ndeProdact'Catrsi 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. •"'" Revised By: Date: Revision: 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. 3)KNOWING YOUR GLAZJNG 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 _ ® DsscripUm Dram By: OPENING OBTAINED IN STEP I. ) GENERAL NOTES&ELEVATION J ROSOWSKI 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9.11.VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR I 6 ��i� ;'t•'. - 1070 TECHNOLOGY DRIVE Title: o-b '05'/l YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. .�;;;, L t•;i N. VENICE, FL 34275 5)INSTALLAS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEE74 FORINTEGRALFIN INSTALLATION. /•I,t It--*•'',,. :. Date:05/15/15 t....� \' (941)-460-1600 NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, vl(/4'YM(J{144ER�P`E• Series/Madel: Scale: Sheet: Drawing No. Rev: INTEGRAL FIN OR EQUAL LEG/BOX). REJ168705 CERT. OF AUTH. #29296 SH-5500 NTS 1 OF 13 MD-SH5500-01 A TABLE I:ALLOWABLE GLASSTYPES Frame Glass Frame Frame GlassDesign Pressure Description(Elated from Exterior to Interior) Table# Sheet# Types Options Conflga 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+7/16'Air Space+5/16'Laminated;(2)Liles of 1/8'A Glass vvIth.090°PVB Intedayer 4,5 6 6 7/8'Laminated I.G.:1/8"T Exterior Cap+7116"Air Space+6116'Laminated;(2)Utes of 118'A Glass with.090°PVB Intedayer 4,6 6 ....Into 2X Wood Freme/Bucksfrip-sheet 3,option 1 Equet•Ule, Square/Rect., 7 7/8'Laminated I.G.:3/18°A Extedor Ce +3/6'Air Space+5/18'Laminated; 2 Utes of 118"A Glass with.090"PVB Inlode er 4,6 6 Flange Through the frame ....into Concrete/CMU-sheet 3,option 2 Cap p () y #2 5-18 Oriel/Prov{ew Arch-Top& of the window...... 8 716"Laminated I.G.:3/16'T Exterior Cep+318"Air Space+5/16"Laminated;(2)Liles of 178•A Glass vdth.08D"PVB Intedayer 4,6 6 ( ) &Collage Radius-Top ....through 1X Buckstdp IntoConcrele/CMU-sheet 3,option 3 9 7/8°Laminated I.O.:1/9'A Exterior Cep+7116°Air Space+6/16"Laminated;(2)Liles of 1/5'H Glass with.090"SO Intedayer 7 7 ....Into Metal-sheet 3,option 4 10 7/8°Laminated I.G.:1/8'T Exterior Cep+7/18'Air Space+6116"laminated;(2)Liles of 1/8"H Glass with.090"SG Intedayer .7 7 ....Into 2X Wood Frame/Buckstdp-sheet 3,option 1 Box! Equal-Ute, Square/Rect.,Through the frame ....into Concrete/CMU-sheet 3,option 2 11 7/8'Laminated I.G:3/16'A Extedor Cap+318'Air Space+6118"Laminated;(2)Liles of 118'H Glass with.090"SG Intedayer 7 7 Equal-Leg 5-16 Odel/Provlew Arch Top& 9 p 12 7/8°Laminated I.G.:3116'T Exterior Cep+3181 Air Space+5116"Laminated;(2)Liles of 1/8°H Glass vilth.090"SO Intedayer 7 7 (#q) &Cottage Radius-Top of the window...... through 1X Buckstdp Into Concrete/CMU-sheet 3,option 3 13 7/8'Laminated I.O.:1/e'A Extedor Cap+5/16"Air Space+71181 Laminated;(2)Liles of 3/16'A Glass with.09D'SG Intedayer 8 7 ....Into Metal-sheet 3,option 4 14 718'Laminated I.G.:118'T Exterior Cap+5118'Air Space+7/16"Laminated;(2)Liles of 3/16°A Glass With.00D"SG Intedayer a 7 Through the ....into 2X Wood Frame/Buckstdp-sheet 4,option 5 tion 7 16 718"Laminated I.G.:3116°A ExteriorEqual-Ute, Square/Rect.,integral fin...... ,,,,Into Metal-sheet 4,option Cap+1/4'Air Space+7/18'Laminated;(2)Liles of 3/16°A Glass with.090°SG Interlayer 7 7 J•Channel p 16 7/6"Laminated I.G.:3/16"T Exterior Cup+1/4'Air Space+7/16"Laminated;(2)Utes of 3116'A Glass with.0917 SG Intedayer 7 7 (#1) 5-8 Oriel/ProNaw ArchTop&Cottage Arc Radius-Th-Top & Through the frame .•.•Into 2X Wood Frame/Buckstrip-sheet 4,option 6 of the Wndow...... ....Into Metal-sheet 4,option 8 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAMEI GLASS TYPES 5,7.9.11.13 Through the ....Into 2X Wood Frame/Buckstdp-sheet 4,option 5 8 15 MAY NOT BE USED IN Equal-Ute, Square/Rect.,integral fin...... Min.Edge Mln. Integral Fin into Metal-sheet 4,option 7 Group Anchor Substrate Distance Embedment* THE HVHZABovE30'. 5-8 OrieDProdew ArohTop& (�) 8 Cottage Radius-Top Through the frame ....Into 2X Wood Freme/Buckstrip-sheet 4,option 8 #10 SMS P.T.Southam Pine(SG=0.55) 16" 3 8" of the vrindow...... Into Metal-sheet 4,option 8 Steel,A36• 318" 0.059, •MIN.OF 3 THREADS (steel,18-8 S.S. Steel Stud,A653 Gr.331 318" 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" 13/8" STEELSTUDS, 'H"=HEAT STRENGTHENED 3116"steel Ultracon Concrete min.2.85 ksi 1" 13f8" MIN.Fu=45 KSI& �j / "r°=TEMPERED ( ) MIN.Fy�3 KSI. 7 2 -PVB'=.090"BUTACITE®PVB UngroUled CMU,(ASTM 0-90) 2-1/2" 1-1/4" Y 4 0 BY KURARAY AMERICA,INC. P.T.Southam Pine(SG=0.55) 9f16° 13/8" 11NGROUrED CMU" Q #12 SMS Steel,A36• 316 0.050" VALUES MAY BE BOX OR -SG-_.090"SENTRYGLAS B steel,18-8 S.S. USED FOR GROUTED FLANGE EQUAL- INTERLAYER BY KURARAY ( or 410 S.S.) Steel Stud,A653 Gr.33• 3/8" 0.0451"(18 Ga.) CMU APPLICATIONS. LEG AMERICA,INC. Aluminum,6063-T51 318" 0.063" EQUAL-UTE ORIEL COTTAGE 1/4"steel Ultracon Concrete(min.2.85 ksl) 1" 13/4" o C Ungrouled CMU,(ASTM C-90) 2-1/2" 1-1/4" FIGURE C:FRAME SHAPES 114"steel Crelellex Concrete(min.3.35 ksl) T' 13/4" —�I BUCK WIDTH —rl BUCK WIDTH—--IBUCK WIDTH 114"steel Ultracon Concrete(min.2.85 ksi) 2-112" 13/4" 1/4"steel Ultracon P.T.Southam Pine(50=0.55) 1" 1318" 1 ti 3 fl 1!4"steel Creteflex Concrete(min.3.35 ksi) 2-1/2" 1.3/4" re c� T Ungrouted CMU,(ASTM C-90) 2-112" 1-1/4" _ _ o _ T J-CHANNEL Q INTEGRAL D 114"steel Creteflex x cc P.T.Southam Pine(SG=0.55) 1" 13/8° x w ca 1!4"steel Aggre Gator Concrete(min.3.275 ksl) 1-112" 1-3/8" m m1 w ra1 _ 114"steel Aggre-Gator P.T.Southam Plne SG=0.55 1" 1318" 1 i 1 Grouted CMU,(ASTM C-90) 2" 2" RECTANGULAR RADIUS-TOP ARCH-TOP WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY PRODUCT REV)SED TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN - BE USED BY INSCRIBING THE SHAPE INA BLOCK AND OBTAINING ' as camplylog With the Florida Min.Edge Min, DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM Building Code Group Anchor Substrate Distance Embedment' THE TABLES ON SHEETS 8.10. AcceploncoN./6"0714.1?3 ..\ :/// Revised fry: Date: Revision: 8xpimfkae Dhtt 2aZO E 2-1/2'x.131"Common Nail P.T.Southern Pine(SG=.55) 316" 2-7/16° `;, pl ;;y ;�` By 2-1f2"Ring-shank Roofing Nail P.T.Southern Pine(SG=.55) 318° 2-7116" `' P.T.Southern Pine(SG=.55) 112° 1-318° •��• '�'"�'"' % Revised Dy: Date: Revision: tliami oda PrdEwY COH N. #10 Trusahead SMS Aluminum,6063-TS' 318" 0.050" •n.F,4y1., (steel,18-8 S.S. or 410 S.S.) Steel Stud,Gr.33• 3161, 0.0451"(1a Ga.) p Description: Drawn By: F Steel,A38• 318" 0.050" MIN.OF 3 _ 6 :: GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI THREADS BEYOND �-6 I K P.T.Southern Pine(SG=.55) 9118" 1-318" THE METAL \ 1070 TECHNOLOGY DRIVE erre: Date.- #12 ate:#12 SMS •'els :: >-'•:' N.VENICE, FL 34275 Aluminum,8063-T6' 318" 0.083" SUBSTRATE.FOR ;:,;.:,.,;., SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (steel,18-8 S.S. Steel Stud,Gr.33' 3/8° 0.050" STEEL STUDS, -!• • " , (941)-480-1600 or 410 S.S.) MIN.Fu=45 KSI& ��ir ;;j���`�i�'"'��`` Sedee/Model: Scalp: Sheet: Drawing No. Rev: Steel,A38' 318° 0.050" MIN.Fy=33 KSI. A,LY.Nt)(v(ILI;QR)A.E. CERT. OF AU1H. #29296 SH-5500 NTS 20F 13 MD-SH5500-01 A Oka 68705 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X DIRECTLY INTO CONCRETE(CMU. BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 I— EDGE DISTANCE SEE NOTE 2,THIS SHEET. ANCHOREDTHROUGH EMBEDMENT EMBEDMENT FRAME INTO 2X WOOD - 114'MAX SHIM FRAME OR BUCKSTRIP. 18 1/4"MAX SHIM —►-I �— SEE NOTE 2,THIS SHEET. EMBEDMENT ° SASH 'BIBLE _ 17 EDGE " ❑� 18 LIGHT WIDTH ❑C EDGE FLANGE FRAME DISTANCE •r D — �' a •• DISTANCE SHOWN _ LA ° 44 BALANCE ��� � —1/4"MAX TYPE VARIES - TYP.ANCHOR SHIM TYP.ANCHOR TYPE, 42 WITH SASH �a EMBEDMENTAND. ° Q WEIGHT TYPE, TYP.ANCHOR TYPE. I � 3p o EMBEDMENT 2 EDGE EMBEDMENT AND EDGE DISTANCE PER IIRRIIIII 31 AND SDANCE PER DISTANCE PER SUBSTRATE, SUBSTRATE, EDGE EDGE SEE TABLE 2,SHEET 2. SEE TABLE 2,SHEET 2. n�I II DISTANCE SUBSTRATE, 18 [JD�o EX OR SEE TABLE 2, FIXED 19 20 OPT.SASH TOP FI LIGHT WIDTH 87 4 SHEET 2. VISIBLE - J LIFT RAIL FLANGE I 2 I EQUAL LIGHT FRAME BUCK WIDTH LEG/BOX HEIGHT FOR ALL WINDOWS: NOTES: SHOWN FRAME 1 ANCHOR @ 3.55" HORIZONTAL SECTION A-A SHOWN 49 48 FROM END AND AT 1)USE ONLY Q 21 CENTER. SUBSTRATE-APPROPRIATE I 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, OVER 36"WIDE: SHEET 2.FOLLOW EMBEDMENT AND 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. 35 FROM SCREWS @i6-3/6" INSTALLATION OPTION SHOWN MAY 14 45 46 47 BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. 1/4°MAX. BOTTOM LOCKS: SHIM #10 OR#12 STEE)LEQUALX BUCK 50 O 18 ADD ADDITIONAL 2)MASONRY ANCHORS MAY 1/4'MAX HEIGHT USED INTO WOOD AS PER TABLE 2, SELF-DRILLINGSHIM SCREWS @ 6-3/8' SHEET 2.ALL WOOD BUCKS LESS SMS(G5),SEE 85 30 FROM END. THAN 1-1/2'THICKARETO BE ❑ SHEET 2.TABLE 2, co SASH CONSIDERED 1X INSTALLATIONS.1X EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS �ak ]� , N DEPICTED AS 2X ARE 1-1/2'THICK OPT Be 16 USE EITHER ORGREATER.IXAND2XBUCKS Q B5 LATCH OR (WHEN USED)SHALL BE DESIGNED U (2)1' 81 30 64 BOTTOM LOCK, TO PROPERLY TRANSFER LOADS TO FLANGE a r NO CHEUNIT THE STRUCTURE.WOOD BUCK FRAME LEGIBOX S AT gp 31 FROM TESTED ASH END. RES OEP LOCATION:6,618" DEIGN BIILITY F TTHEANDI ENGINE ON R INTERIORIS THESHOWN E[LJ SHOWN EACH END. OR ARCHITECT OF RECORD. EXTERIOR 8 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION fl INSTALLATION 67 (ALSO REFERRED TO AS DAYLIGHT OPTION 4 OPTION 4 PRODUCPItBVISED OPENING)IS MEASURED FROM as wmply)ng%lith tho fled k, EQUAL-LEC/BOX 1!4'MAX SHIM BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH Ouliding Cade FRAME SHOWN ����� FRAME INTO METAL FRAME INTO METAL Ampimcc -p O o ,%l11IIII1///, Ravlaad By: Data: Ravlaton: pimlian Data .27'X 1.25" ??.l f.-/;, By WEEPHOLE NO ANCHORS VISIBLE LIGHT FORMULAS '• l% Revlaed fir. Dota: Revtolon: Mimi ado Product Cnnlr' WlCOVER @ •• ° REQUIRED IN ;��.5' 2.87'FROM38 FLANGE OR EACH END. EQUAL-LEO WIDTH �v,i%"• ,;._ • FRAME SILLS @SASH:BUCK WIDTH-6-1l2` "t' 11 ® Description: Drawn Dy: @ FIXED LITE:BUCK WIDTH-4-316' A' y,� �6: - FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI • ° HEIGHT(EQUAL-LITE) 6�•,'. • :',•'I :, 1070 TECHNOLOGY DRIVE Pit.: Date: VERTICAL SECTION B-B BUCK HEIGHT/2.3-15/18" <�: ,;, N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 '•;.'!, ,.;,:•......••ti (941)-480-1600 i,, I •�,' Sarlea/Modah Scala: Shoot: Drawing No. Rev: q•.Ll'NN tAII: R;p:E. CERT. OF AUTH. #29296 SH-5500 X NTS 3 OF 13 MD-SH5500-01 A b:E.k158 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 INT02X WOOD FRAME OR �- EDGE DISTANCE ANCHORED THROUGH INTEGRAL F— EMBEDMENT NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. FIN INTO 2X WOOD FRAME OR O TYPE VARIES 114'MAX SHIM 1/4'MAX SHIM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE i6 SHEET. TYP.ANCHOR TYPE, SASH VISIBLE J-CHANNEL EMBEDMENT AND EDGE �� 18 LIGHT WIDTH 17 O FRAME DISTANCE PER SUBSTRATE, SHOWN SEE TABLE 2,SHEET 2. — ---� o (SCREW SHOWN) 44 BALANCE EMBEDMENT 114"MAX SHIM 42 WITH SASH WEIGHT 1 �a EDGE Q 54 TYP.ANCHOR TYPE, I(�I 30 EMBEDMENT AND EDGE DISTANCE I +� 31 D DISTANCE PER•SUBSTRATE, I(�I SEE TABLE 3,SHEET 2. EXTERIORTYP.ANCHOR TYPE, 18 (NAIL SHOWN) 87 INTEGRAL EMBEDMENT AND EDGE � FIXED VISIBLE v 3 FIN DISTANCE PER SUBSTRATE, 19 SHOWN (NAIL SHOWN) FRAME SEE TABLE 3,SHEET 2. FIXED 20 OPT.SASH TOP J•CHANNEL LIGHT WIDTH VISIBLE LIFT RAIL FRAME 1 LIGHT NOTES: SHOWN HEIGHT I FOR ALL WINDOWS: 1 ANCHOR @ 3.55" BUCK WIDTH 49 48 FROM END AND AT 1)USE HORIZONTAL SECTION C-C SUBSTRATE-APPROPRIATE l 22 21 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 EDMENT OVER 38'WIDE: OF SHEET 2.FOLLOW EMBDADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 72 O 0 ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY 1/4'MAX' MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3 SHEET 2. - SCREWS @16.316' INSTALLATION OPTION SHOWN MAY SHIM 81 4 45 48 47 35 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. BUCK BOTTOM LOCKS: #10 OR#12 STEEL 114'MAX HEIGHT 50 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAYBE SELF-DRILLING SHIM SCREWS @ 8-318" 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-W'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 LATCH(SHOWN) SUBSTRATE.WOOD BUCKS y LA BOTTOM DEPICTED AS 2X ARE 1-112*THICK 86 J_ i6 OR GREATER.1X AND 2X BUCKS OPT. LOCK(SHEET 3). Q 85 (WHEN USED)SHALL BE DESIGNED 83 TESTED UNIT TO PROPERLY TRANSFER LOADS FIN AND/OR INTERIOR 81 31 30 LOCATION:6-5/8• 70 THE STRUCTURE.WOOD BUCK n FLANGE REMOVED n EACH END. NO ANCHORS WEEPFROM SASH END. OR ARCHIT ILLI OFF THE ENGIDESIGN AND INSTALLATION ISNEER THE FRAME SHOWN IJD�o IN-FIELD [PIS' 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 O THROUGH FRAME. _ (ALSO REFERRED TO AS DAYLIGHT OPTION 7 ,T�, OPTION 8 PRODUCP RBVJSSD 1/4'MAX OPENING)IS MEASURED FROM �/ as complylag with t�aP mT& BEADING TO BEADING. ANCHORED THROUGH "ANCHORED THROUGH FRAME INTO METAL pu"'d a Cade INTEGRAL FIN INTEGRAL FINIFLANGE REMOVED FRAME SHOWN =�� SHIM INTEGRAL FIN INTO METAL ( A�capinaco l•10 -� o� o ReNsed BY: Dole: Rewslonr E ,iral n Dale /�� 27'X 1.26'WEEPHOLE �\`!`( !'(('I'��!I•J':' D 38 W/COVER@2.87" .•',........, ./ r Y. O FROM EACH END. �c,r'�l�1 Revised Sr. Date: Miami sda Product Con VISIBLE LIGHT FORMULAS r Ravlalan: TYP.ANCHOR TYPE, EDGE DISTANCE WIDTH '+1'•�"',1� '-• EMBEDMENT AND EDGE y DISTANCE PER SUBSTRATE, _L @SASH:BUCK WIDTH-&112" ?ff. DesedpUon. Drawn W. SEE TABLE-3,SHEET 2. EMBEDMENT @ FIXED LITE:BUCK WIDTH-4-3/8• I C{ 6- I� �6 .i J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) ,!:r;: HEIGHT(EQUAL-LITE) '•L'"•ill+' 1070 TECHNOLOGY DRIVE ntre: Dote: INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK HEIGHT/2.3-15116" f;l;ptl;.. ;;:•,:' N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ' (941)-480-1600 ANCHORED THROUGH INTEGRAL FIN 'r":'t,-. `- �' INTO 2X WOOD FRAME OR BUCK- rvi,"��+ .''.-��-��� Series/A/adal: Scale: Sheet: Drawing No. Rer. STRIP.SEE NOTE 2,THIS SHEET. A.LkP,E#58705 E CERT. OF AUTH. 029298 SH-5500 NTS 4 OF 13 MD-SH5500-01 A 718'NOM. 718°NO7/8"N M. --►{ 718'N M. —►{ 7/8"NOM. 5/16"A/A PVB I 5/16"A/A PVB I I 5/16"A/A PVB I 5116"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 a EXTERIOR a EXTERIOR 70-79 (Eo_ff� .. . 78-79 70.79 76-79 GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 -+{ 718"NO718°NOM. 718"NOM. 718°NO7/8"NO �- 5/16°H/H SG I 5116"H/H SG I 5/16"H/H SG I I 7116"A/A SG 7/16"A/A SG 7/16"AIR SPACE 318"AIR SPACE 3/8"AIR SPACE 5/16"AIR SPACE 5/18"AIR SPACE 1/8"T GLASS 3/16"A GLASS 3/16"T_GLASS 1/8"A GLASS 1/8"T GLASS G]EXTERIOR G]EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 7sas 7e-79 76.79 7eae 7s-7e GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 718"NOM. 7/8°NOM. 7116"A/A SG I 7/16"A/A SG 112°NOM.GLASS GLASS TYPES 9 THROUGH 1/4"AIR SPACE--\ /4"AIRSPACE 76-79 BITE TYP. 116 MAY NOT BE USED WITH J-CHANNEL OR 3/16"A GLASS 3/16"T GLASS 72 74 INTEGRAL FIN FRAMES a EXTERIOR a EXTERIOR GLASS TYPES 5,7,9.11.13 76-78 70.79 31 8 15 MAY NOT BE USED IN EXTERIOR 75 THE HVHZABOVE 30'. PRODUCT REVISED as complying with Ote Ptmltle a GLASS TYPE 15 GLASS TYPE 16 Oa!tding C4, ,,d 1N� An:eptnn38 I I 30 Revised Sr Date: Revlsfon: 21D [] ; o -`�::. ,,.!;:•.rl"••'•� ;, Revised Dy: Date: Revlsfon: • - •°•' GLAZING NOTES: . °A°=ANNEALED ® Descriptlon: Drown By: TYP.GLAZING DETAIL °H"=HEAT STRENGTHENED �i GLAZING DETAILS J ROSOWSKI 'T"=TEMPERED ® :•.•1' vl' 6 ��/.; "PVB°_.090"BUTACITE PVB BY KURARAY AMERICA,INC. ;,•1I,1. I i; n 1070 TECHNOLOGY DRIVE Atle: Data: "SG"=.090°SENTRYGLAS®BYKURARAY AMERICA,INC. r'j•,'., t'•`t"' N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 '•.�,'•.,.•t.�a;t'i:;•' :i•`,, (941)-480-1600 FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEEP 2. %/� ..,1,11-y'•�•, `..'•- Serlos/Mod.h Scala: Sheet: Drawing No. Rev: A.,LYNNMILL€R,PE CERT. OF AU7H. X29296 SH-5500 NTS 5 OF 13 MD-SH5500-01 A �.E.W 705 TABLE 5: TABLE 8: TABLE 4: 01-Typaeoaomsasn a 0lors type. Design Pressure,Ibstle a 0e.uiplon6tLe7 sash tletds Design Preeeurs,Wall 015.44Typ4a Design Pressure,[battle 6,6,788 Mat.Lev41 Rmgo C Wlnda•Y Rano.Ml �8uek Widen n 8,788 p2 HsIght 81.- u m48 SLI25 +65.01-70.0 Rain[.LaYel 23.5 EquaWla 11.394 4640 -10.0 +0.5.0 •700 ROM.LOvoi R1 For a9 vAndow B sash etzes StawN Coasts 14.617-71870 +65.0 -70.0 +84.0 -70.0 R2 For 00 window and cath sizes 28 Eq.m. 11583.14616 405.0 .70.0 +65.0 .70.0 SEE TABLE 9,SHEET 8 FOR stamen PW., 11.377.11.562 +65.0 .70.0 +65.0 .70.0 SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. Te2aa1 23.517-25.288 465.0 -70.0 464.0 70.0 ANCHOR GROUP AND QUANTITY. Stanfield Cause. 20.968.23516 +85.0 -70.0 465.0 .70.0 37.375 FquaRb 17.517-20057 +85.0 .70.0 465.0 •70.0 Slandad ProAew 14.517.17.610 185.0 •70.0 465.0 •70.0 v Shatad 11.377-14616 +84.0 •70.0 405.0 -700 27.599-31.011 +65.0 70.0 484.0 •70.0 Q uom 20 . 517.27.692 .580 •70.0 +05.0 -70.0 Sap Bpa 71.517.28618 +65.0 •70.0 +BSA •70.0 O HEADER 44 Equame 20.517.23.518 .65.0 •70.0 .85.0 •70.0 HEADER Stamvd Pradav, 17517.20616 +85.0 •70.0 485.0 •70.0 23 Caataanshe 14.517.17.510 465.0 •70.0 1455.01 00.0 23 �a shd.d D c 71.317.14516 465..0 70.0 1.0 •70.0 Tallest 31.589.98917 +00 .70.0 +0.0 �t� •70.0 &tamed Cadsts 28617.31.582 +05.0 •70.0 .85.0 •70.0 0 - EquaMc 20.617.28618 .65.0 •70.0 .65.0 •70.0 Oo MEETING RAIL 48 Slardard Ptahav 17.617.20516 465.0 •70.0 .05.0 •70.0 O MEETING RAIL Custom311a 14517.17.616 .65.6 .76.0 .65.0 70.0 o 28 0 C.L..s11a 12617-14610 4660 -70.0 .65.0 700 Q 27 0 EXTERIOR u St dart 11517.72518 165-0 •70.0 .65.0 •70.0 EXTERIOR S Teded 3&206.37.638 485.0 .70.0 .63.0 •70.0 ('1 O V O O = St6maid Cdlat6 20.617-33207 1 485.0 1-70A 485.0 -70.0 1O O 23 Equau6e 23.517-26510 465.0 -70.0 465.0 ao.0 23 JAMB C11-6116 2o.517.21518 405.0 70.0 .06.6 .70.0 JAMB 49.025. EXTERIOR SASH St.mdd P-1- 17577-20510 466.0 .70.6 465.0 •70.1 EXTERIOR SASH 1�1 HEIGHT Cason,Giza 14.617.17.516 45.5..0 -To.a +65.0 -70.0 HEIGHT o In,ns1z. 12.611-14518 +65.0 -70.0 465.0 70.0 shaded 11.37.-12518 405.0 70.0 485.0 70.0 Telles! 38.617.41.814 .65.0 -70.0 465.0 .70.0 23 Smndad Causes 31.517.38510 .Sit •70.0 48U •70.0 Q Eq.". 28.617-37.618 .65.0 .70.0 485.0 .70.0 23 Slmd.dPW- 23.517.28618 105.0 .70.0 .05.0 1.70.0 SILL 02 M.sho 20.617-21515 40.0 .70.0 +85.0 .70.0 SILL D D Qwiemslen 17.517-2D.519 4610 -70.0 4M•0 .70.0 coanl size 14.617.77610 +65.0 .70.0 .65.0 45.1 Cuetam size 11017.74518 485.0 •70.0 +85.0 47.3 shmau 11.884-11010 485.0 -70.0 405.0 48.5 T.Res1 3&517-41.844 465.0 -70.0 .65.0 .70.0 v Ceetmn She 38.517.38518 465.0 -70.0 +65.0 •70.0 v Equat4t6 35.517-38610 405.0 -70.0 +64.0 -70.0 is al6msha 32.517.35.610 -115.0 -70.0 o .70.0 SECTION DETAIL FOR WINDOWS WITH SECTION DETAIL FOR WINDOWS WITH stamadPaseew 28.517-3257 8 465.0 •m.0 ""65.0 •116.6 LEVEL R1 REINFORCEMENT&GLASS TYPES 5,e,7&8 cub-81. 26.517.20.610 .65.0 -70.0 +sia 47.3 1 LEVEL R2 REINFORCEMENT&GLASS TYPES 5,8,7&8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE Shoaacl 25.519-29.678 +65.0 -76.0 +65.0 I 46.6 I (REINFORCEMENTS SHOWN IN FIGURESABOVE APPLY TO ALL FRAME TYPES& Eq,.M. 36517.41.044 .610 70.0 +05.0 •70.0 APPLY TO ALL FRAME TYPES& CONFIGURATIONS) 84 Llnlanshe . 58617.38676 465.0 -Ion 4M0 •7.3 CONFIGURATIONS) Si6mad Pt,%i- 33.818-35.61e +65.0 •70.0 465.0 485 PRODUCT'REVISED' 91.78 rsrsa 41.844 1.65.01-70.0 +65.0 465 as Mmidying with 1718 F1071da Building Cade SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. _ Z planus Nn)�O.O / � MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 A do Dnte ``,•�t;i I I!!;! Revleed Br. Date: Revision: ••• R•lianu)Odd Pmdtrcl Con r t}:h!::,''•��:�:'• ' ReviaSd By: Date: Rav7el0n: NOTES: - /' _ ® Deeerlpg0n: Drawn By: 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. U' 6 1�I'b ,_ DESIGN PRESSURE TABLE J ROSOWSKI v:1.;,• Id,;:' 1070 TECHNOLOGY DRIVE 77119: Date: 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT ISAS PER THE FIGURE. �:.t, ,• " •= N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 . O.S1i'r•. .{:•,' 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN (941)-480-1800 �� �'•�; ."�•.' SeADro e9/Model: Seale: Sheeg wing No. Rev: � ON THE TABLE. A1LY 4.LL •AE. ase�s CERT. OF AUM. #29296 SH-5500 NTS 6 OF 13 MD-SH5500-01 A TABLE 7: TABLE 8: ote.Tvp. adtam sa4n61d.T1p4 5.41019611 8.12,10818 Deaadpdmbrglwt Sam Hd9hl 018191 Preeaum,Welfta 13&14 13.111llmlorpMm 1117 Halpm Deelgn Prnsuro lbaltt7 RDInt La.1 Range®Wndaw RaruD qn) Wndaw Bmk WidNln RDmL L-1 R-D.0 WWOw Rano On) Md.aRk141dh0 0 3 Helpmsh- uPW40 48 1 52.125 1 54 3 Height elam 18 24 1 32 381 40 1 48 52125 54 23.5 EgealOt. 11.394 +70.0-110.0 +70.0 4100 +70.0•110.0 +rao-110.0 23.6 Equd4do 17294 -70.0-11x0 +70.0-110.0 +70.0-110.0 ,70.0-110.0 -70.01-110.0 •70.0-110.0 -70.01-110.0 •70.D-710.0 SUndad COvapa 14517.15.870 +70.0-110.01+70.0 410.D +70.0 410.0 +70.0-170.0 SlaMard Cu8a94 11.617-15A70 +70.0-110.0 .70.D-110.0 +70.0-110.0 •70.0-110.0 •70.0-710.0 •70.0 210.0 +70.0-110.0 •70.D-110.0 26 Eq."Ie 11.583-14.518 +70o-110.01+70.0•110.0 +70.0-110.0 +700 410.0 20 Equd-Ills 11.583-14.518 .70.a-110.0 -7010-110.0 •70.0•110.0 •70.0-110.0 ,70.0•11D.0 •70.0-110.0 •70.0-110.0 -70.D•110.0 Swndwd Pmg w 11.377.71.682 +70.0-110.01+740 410.0 +70.0 41QO +70.0-110.0 SlaMard PraAm 11.377-11.682 •70.0-11x0 +70.D-11x0 +70.0-710.0 •70.0-110.0 +70.0•11D.0 +740-111.0 +70.0-110.0 170.0-110.0 O HEADER 75.11161 23.517.25.288 +70.0 4tO.0 +70.0 410.0 +740-1140 +70.0 410.0 Tax"! 23.617-25:286 +70.0-110,0 +70.0 410.0 +70.0.110.0 +70.0•110.0 +70.0 -11D.0 +70.0 Alas -7D.0-110.0 -70.0-170.0 Slnidard Gavage 2aD58.23.616 +70A 410.0 470.0 Am!.740•110.0 .70.0-110.0 512Ws(d Co!2Q1 20.258-23.618 +70.0•110.0 -70.0 •110.0 +70.0-110.0 +70.0 410.0 170.0 •110.0 +70.0-110.0 +70.0 •110.0 -710 •110.0 25 37.375 EqueHBo 17.517-'20.957 +70.0 •110.0 +70.0-110.0 +70.0-110.0 +70.0•100.0 37.375 Equi 190 17.517-20.957 -70.0•110.0 +70.0 •110.0 +70.0-110.0 +70.0•1110 170.0 •110.0 •70.0-110.0 +70.0 -110.0 .7a0 .109.0 610adard Protaw 14517.77.618 ,70.0 410.0 -70.0•1140 +70.0-110.0 +70.0•110.0 Stallard Pro4ew 14.5t7-17,510 +70.0-110.0 +70.0-170.0 +70.0•110.0 +70.0-110.0 +70.0-11D.0 .70.0-110.0 -75.0-110.0 +70.0 •110.0 0 61od0cl 17.377.14.618 470.0-110.0 +70.0-110.0 +7010•107.0 +70.0-1010 Shm d 11.3"-14.518 +70.0•110.0 •70.0-77D.0 •70.0-11D.0 +70.0•110.0 +70.0-11D.0 +70.0 4WO +70.0-107.0 +70.0 -103.0 T.8.1 27.583-31.911 +70.0 410.0 +70.0 99.0 +70.0 -93.0 .70.0 -10.0 Was! 27.5113.31.911 +70.0-110.0 -70.0-110.0 +70.0•110.0 +70.9-110.0 +70.0-11D.0 -70.0 -09.0 +70.0 -03.0 +70,0 90.0 Q Cuatum s4o 20.617.27.582 +70.0 410.0 +70.0•110.0 +70.0•110.0 +70.0-110.0 cudoms4e 26,617-27.582 +70.0-110.0 .70.0-110.0 •70.0-110.0 +70.0-110.0 •70.0 •110.0 +70.0-110.0 •70.0 •110.0 •70.0 -110.0 e O O MEETING RAIL 61.W.dC ftge 23.517.28.518 +70.0 410.0 -70.01410.0 +70.0-110.0 +70.0 410.0 5.15.15.1 Cotlapa 23.617-28.518 +70.0-110.0 -70.0-110.0 +70.0•110.0 +70.0-110.0 +70.0 -110.0 +7aD-110.0 •70.0-170.0 .70.0 •110.0 44 Ev". 20.517.23.SiB +70.0 410.0 +70.0 410.0 +740-110.D +70.0•110.0 44 Equd-0t0 20.617-23518 .700-110.0 +70.0-110.0 •70.0-110.0 +70.0-110.0 +70.0 •110.0 -70.0 410.0 -70.0-110.0 •70.0-110.0 27 0 ttt-f mPrWAW 17.517-20.518 +70.0 410.0 47D.0-110.0 +70,0-110.0 +70.0•110.0 81.0.1d P(h. 17.517-20516 +70.0-110.0 +70.0-1110 •70.0-710.0 •70.0•110.0 +70.0 -110.0 -70.0-110.0 -70.0-110.0 -7QO-770.0 a,r 5lae 14.517-17.510 +70.0 .110.0 +70.0-110.0 +70.0 410.0 +70.0.110.0 Cuu0m84e 14.517.17518 +70.0•110.0 +70.0•110.0 +70.0•110.0 +70.0-110.0 +70.0 •110.0 +70.0-110.0 +70.0-170.0 -70.0-710.0 E%t(EE'�m1OR 810dea1 11.377.14.510 +70.0 •110.0 +70.0-110.0 +70.0 407.0 470.0-103.0 815.411 11.377-14.516 •70.0.110.0 +70.0-110.0 470.0•110.0 -70.0-110.0 -70.0•11D.0 •70.0-1140 +70.0•101.0 +70.0-103.0 ID 0 � 0 JE lsal 31583.3a911 +70.0-110.0 +70.0 49.0 +740 •93.0 +70.0 -90.0 Taxast 31.583-35.977 .70.0-110.0 •70.0-110.0 +70.0•110.0 +70.0-110.0 •70.0 AMD -70.0 -09.0 +710 -03.0 •70.0 -00.0 d Couaga 28.517.31.502 .70.0 410.0 .70.0 410.0 +70.0-110.0 +70.0 4110 slamard C0vap4 211.517%31.582 •70.0•110.0 +70.0-110.0 •70.0•110.0 .7.0-110.0 •70.0 AIM •70.0-111.0 .71.1•115.0 -7o.o-110.0 JAMB 25 edmo 20517-28.618 +70.0-110.0 470.0•110.0 .70.0.110.0 +70.0•110.0 Eq.OM. 20617.29510 +70.0-110.0 +70.0-110.0 •70.0•110.0 -70.0-110.0 .70.0 -110.0 +70.0 410.0 +7D.0•110.0 +70.0-110.0 rdP-Ie. 17.517.20.516 .70.0-110.0 200.0•110.0 .70.0-110.0 470.0•110.0 48 Blardard Prod- 17.617-20.610 +70.0-110.0 •70.0-110.0 470.0•110.0 +70.0-110.0 +70.0-110.0 +70.0 410.0 +70.0 410.0 •70.0 410-0 EXT R SASH n sl:. 14.517-17.678 4rao •170.0 +rax 410,0 .75.0•110.5. ,7ao A10.o Cud-sft 14.517-17518 -70.0-11%0 •70.0-110.0 +70.0•110.0 +70.0 Alas .70.0-110.0 -70.0•110.0 •70.0-110.0 •70.0 AMC HEIGHT omst:D 12617.14516 +70.0 410.0 .70.0-11a0 +70.0-110.0 +7u.0 410.0 culm84D 12.517.14.518 +70.0 410.0 +70.0-110.0 +70.0-110.0 +70.0-110.0 +70.0-110.0 +70.0-110.0 +7D.0•110.0 •70.D•110.0 SECTION DETAIL FOR A.d 11.377.12.510 +70.0 410.0 .70.0-110.0 +70.0•110.0 +70.0 410.0 9 ind 11.377.12.818 +70.0-110.0 +70.0-110.0 +70.0•110.0 +70.0-110.0 +70.0 41D.0 -70.D-110.0 +70.0-710.0 .7 •110.0 0041 33208.37.536 +70.0-110.0 +70.0 -89.0 +7010 -830 +70.0 90.0 £ T.I.t 33,208-37,1136 +70.0-1140 +70.0•110.0 470.0-110.0 •70.0-110.0 175..0 •110.0 200.0 -09.0 200.0 93.0 •70.0 90.0 WINDOWS WITH dCovape 28.517-33.207 +70.0 410.0 +70.0-110 +70.0 Ala.O .ro.o-115.0 61015.1cavaDa x5.51-33.x07 -70.0-175..0 .70.0-110.0 .70.0-110.0 +75.0 4me -70.0-10.0 +70.0-11D.0 -70.0-110.0 •70.0 -110.0 LEVEL R3 REINFORCEMENT 25a16ID 2J.517.29.616 170.0-110.0 .70.0-115.0 .70.0-110.5. +70.0-710,0 EqurtNa 23.617-761616 170.0-110.0 .70.0-110.0 .70.0-710.0 +75.0-110.0 .70.0•110.0 .7ao-115.0 .70.0•115..0 .7ao.710.0 &GLASS TYPES ME0m 81- 20.517.23.610 +70.0•710.0 .70.0•110.0 -70.0-110.0 +75.0-110.0 48626Cullom84e 20,517-23.616 +70.0-110.0 +70.0-110.0 •70.0•110.0 -7D.O•110.0 470.0•11 DO +7010-110.0 .70.0-710.0 200.0 -110.0SILL wd Pm&w 17.677-20.518 +70.0.110.0 +70.0 410.0 470.0 410.0 +10.0-110.0a slamard9rodew 17.187-20.518 +70.0-I .70.0-110.0 .70.0•110.0 .7aD-tmo +7ao-1103. -7oo-1740 +7o.o •ciao .7o.o iiau (REINFORCEMENTS SHOWN IN am st.e 14.517-17.516 .7O.0•110.0 +70.0-110.0 +703.•110.0 .70.0 410.0 ; cudoms4e 14.617-17.575 -7D.o-110.0 -70.0-110.0 .70.0-110.0 +7ao-110.0 -70.5.-1110 +70.0 410.0 .70.0-110.0 .70.0 410.0 FIGURES ABOVE APPLY TO =s4e 12.517.14,516 +70.0-110.0 +70.0-110.0 wo.a-1100 +70.0 410.0 Cudamst. 12617-14.678 +70.0-110.0 +70.0-110,0 +'710-110.0 -70.0•110.0 .70,0-110.0 -70.0 Alas -70.0 .110.0 •70.0-110.0 FLANGE&BOX/EQUAL-LEG daa! 11.377-12.516 +70.0-710.0 +70.0-110.0 .70.0-110.0+70.0 Alan sndeal 11.377-12.518 +70.0•110.0 +70.0-110.0 .70.0•110.0 +70.0-110.5. +70,0-110.0 +70.0 Alas +70.0-110.0 +70.0 -110.0 FRAME TYPES ONLY.ALL .R.1 38.517-41.844 +70.0 410.0 +70.0-110.0 .70.0-110.0 +70.0-110.0 Tae89t 39.617-41.841 •70.0-110.0 .70.0+110.0 .75.0-110.0 •70.0-11a.0 +70.0-110.0 +70.0-110 -70.0-1103. •7(3.-105.7 CONFIGURATIONS APPLICABLE.) 12 c3c:ZZ2 aad College 31.517-38.518 +70.0-110.0 +70.0•110.0 .70.0-110.0 +70.0-MA Standard CoOepe 31.517-38.518 -70.0•110.0 +70.0-110.0 +70.0-110.0 +7ao•710.0 •70.0-110.0 +70.0-110.0 •70.0 408.6 .70.0-103.0ua7At0 28.517-31.518 +70.0 •170.0 170.0-1140 .70.0-1103. 70.0.110.0 Egad-Ds 28.577-31.516 70.0-110.0 -70.0 470.0 .70.0-110.0 -70.0•110.0 -70.0-11D.0 +70.0 Alas •70.0•107.9 -70.0 AD24 Slar4wd Prabav 23.517-26.610 +70.0 •110.0 .70.0 410.0 .70.0.110.0 +70.0 411.0 WaMard Pialm 23.617.26.616 +70.D 410.0 470.0•110.0 +70.0•110.0 200.0-110.0 .70.0-110.0 -70.0•110.0 -70.0 •110.D +70.0 -105.2 82 Qelan s4e 20.517-23.516 +70.0 .110.0 .70.0 410.0 .70.0-110.0 +700-1 too 02 Cadum 841 20.517-23.516 •70.0•110.0 •70.0 410.0 +70.0-110.0 +70.0-110.0 470.0-110.0 •70.0 410.0 .7010-110.0 2040-107.0 Cot=SQe 17.517-20.516 470.0•110.0 +70.0 410.0 +70.0•110.0 170.0-181.0 Cud-aft. 17.517-20516 +70.0-110.0 •70.0-110.0 •70.0•110.0 +70.0-110.0 +70.0-110.0 +70.0-110.0 +70.0-110.0 +700•048 C.1-641 14.51T-17.610 +70.0•110.0 .70.0•110.0 +70.0-110.0 +70.0-110.0 C.9-84s 14.517.17.510 .7010•110.0 +70.0•110.0 .70.0•110.0 .70.0-1060 +70.0•1020 +70.0-100.5 -7D.0•100.5 +70.0 400.5 aamm slm 13.017-14.518 +70.0.110.0 .70.0 410.0 .70.0-110o +70.0 Iio.o U.I.m al. 13.017.14.616 +70.D 410.0 -70.0-0103. .70.0•108.2 -70.0-100.7 +70.0 -07.1 .70.0 -0/.4 •70.0 94.4 +70.0 .94.4 GLASS TYPES 9 THROUGH sw..t 11.664.13.016 +m3.•110.0 470.0 410.0 -70.0-110.0 +70.0.110.0 shadsal 11.814-13.016 .70.0-110.0 •70.0-110.0 •7D.0•10x.6 .70.0 970 -70.0 93.3 .70.0 -00.1 +70.0 -00.0 .7a0 9D.o 16 MAY NOT BE USED WITH Ta9W 39.517.41.644 +70.0 410.0 470.0.110.0 470.0-110.0 470.0 410.0 Was! 38.517-41.644 -70.0•110.0 +70.0-110.0 -70.0.110.0 -70.0 410.0 +70.0•110.0 +70.0-110.0 •70.0-107.5 •700 95.0 J-CHANNEL OR INTEGRAL C.wms4e 35.517-39.516 +70.0 410.0 470.0 1110.9 +70.0-1140 +70.0-110.0 cudoma4a 38.617-38516 .70.0-110.0 +70.0-110.0 .70.0-110.0 +70.0 410.0 +70.0-110.0 .70.0-110.0 •70.0-101.7 •70.0 96.3 •FIN FRAMES EwW41ts 3n5.617-38.16 +70.0 Oma 470.0•110.0 170.0•1t0A +70.0-110.0 Equa-ae 35.517-38.516 .70.0 1-110.0 +70.0 410.0 .705-110.0 +70.0-110.0 470.0-110.0 +70.0-110.0 •70.D-100./ .70.0 9- 75 C '-Sim 32617.35.618 +70.0-110.0 +70.0 1-110.0 470.0-1103. +740-110.0 75 cuo-s4e 32.517-3x516 .70.0-110.0 +70.0-170.0 .70.0-110.0 +70.0 4110 .70.0•110.0 +70.0 410.0 •70.0 400.7 .70.0 -05.2 8landmd Prlkw 24517.32.516 +70.0-110.0 +70.0-110.0 470.01410.01+70.01410.01 Slondd10PwAaw 20.517-32.618 •70.0-110.0 200.0-1103. .70.0•770.0 200.0•710.0 +70.0•110.0 +70.0-109.8 470.0-701.8 200.0 98.1 C...8130 215'7.29.516 +70.0-110.0 +70.0•110.0 .70.0-110.0 .70.0•110.0 cudoms4e 28.517-29.518 +70.0-110.0 .70.0•11 D.0 .70.0•107.9 +700-102./ .70.0 99,9 +71.0 98.4 +70.0 96.4 •70.0 98.4' 6ha106! 25.618.73..610 +70,0 410.0 470.0-110.0 +70.0-710.0 +70.0-110.0 snoneel 75.518-2 8515. •7010•110.0 +70.0-11D.0 .7010 .8 .70.0 99.1 .7 0.0 95.4 110.0 924 +70.0 3.24 .70.0 92.1 Eque111, 34517•/1.114 .70.0-1703. 470.0-710.0 .70-0.110.0 470.0 4140 Eq.". 30.617-41..4 •70.0•110.0 .70.0•110.0 +70.0-110.0 -70.0-110.0 -703.•110.0 +70A•109.8 •70.0 98.7 200.0 01.1 B4 Qisbm Slm 35.577-781670 +70.0•1103. .70.0•110,0 +70.0-110.0 .70.0-110.0 6/ (11901 911 35.517.38.510 +70.0-110.0 .70.0-110.0 +70.0-107.8 200.0-1024 .70.0 0 0.9 +70.0 gad .70.0 -0BA 470.0 91.8 SWndwd Pm.% 33.818-35.518 .70.0 410.0 +7.0.110.0 470.0•110.0 ,70.0-110.0 515.105./0 PlM0W 33.818.35.510 +70.0-770.0 +70.0-11D.0 +70.0•10x.0 .70.0 87.0 .70.0 3.3.3 •70,0 90.1 200.0 90.0 +70.0 80.0 PRODUCE RGVISBD etre T.W -41.844 +70.0 410.0 +70.0 410.0 .70.0•110.0 .70.0 4100 at.. TaOest -41.044 •70.0-110.0 .70.0-110.0 -70.01-1028111+7015. 97.0 -70.0 83.3 .70.0 -0011 .70.0 90.0 -7010 90.0 as complying with the Florida SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. Building Code "MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 "MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50,136 Accaplamac too 1610 I 0 .r•,}I i I I I 1 7;;1 Revised By: Date: Ravlefon: [ee iml•n Date •7b By. .� �!���" r' lvimnli a,e'mdacl Com °h!'i;,''•,,.�• R.vlerrd By: Date: Revlalon: NOTES: . ® DeacAptiOn: Drawn By: i 1)USE THESE TABLES FOR WINDOWS INSTALLED THROUGH THE FRAME. (.(- lu I DESIGN PRESSURE TABLE J ROSOWSKI 1 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. •:} .�. 1070 TECHNOLOGY DRIVE 7711.: Data: • :� N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ,'`'.!iiC;•,,.''',r:j`ti.', 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN (941)-480-1600 %'.�,;�;7� "";'• ': Sane./Modal: Seale: Sheet: Drowfnp Rev.THE TABLE. A!L`/I4{EJI `�`SLbR,P:E: CERT. 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OODDQQDQQQQQDQQQDQQQQQQQQQQDQDQDQQQQQQQDDQDQQQQ00D©Q .. ©QQQQQQQQDDDQQQQDDDQQQ©DDDQQQQQaDDDQQQQQOaDDDDDaDDD• - ��paaOaaQDQaQ©QQDDaDQDDDDaDQDDDQDQDDDDDaaaD©DDDaaDGGD ��o.vaaaaaaaaaaaaaaaaaaaaaaaaaaaaaoaaaaaaaaaaaaaaaaaaaa. mOQQDQQQOQDQDQOQQDDDQQQQDQDQQQQQaDDQQQQQQaDaQ©QDaQQa' �,DaaOaaQQQaDQQ©DDaQQDDDDaDQOD©DDQDDDDDaDaDDDDDaDQaaa 3.500" 3.500° 3.500" 3.600" -►I`r-- .062° -��- .062° -yl-�- .062" - +- .062" asD 1.483° a � 1.483" as � 1.483• as � 1.483° .070' �I .060° -y-�{ 1.184" 1 �I�]F-7(�❑� �� CSD❑� ��OO❑� G��oO❑� � .716" .e,o•IIr^� .070° .625" O HEAD!AMB FRAME .625" D O FLANGE FIN FRAME 1.375" O H AD/JAMB O HEAEQUAL JLEG AMB FRAME 1.185.LIGHT SASH T, HD SASH '150" I D 1.3175° I 23 REINFORCEMENT 25 REINFORCEMENT LIl 3.483" 070" -►{I� 1.182" I-+- 3.483" �•{ 3.483• -�{ 3.483' �{ .070" •-���-+- .062" -►-�F•+- .062" -►�F+- .062° 062" .791° 1.036" 1.041° .130" D D �l-' -1 � 1.340" 2.444" 2.444° D 2A44' D 444" I 1.331" STAND aP� 2. _ HD MEETING RAIL MEETING RAIL 27 REINFORCEMENT �00❑ �❑ ^�0�❑ P� ❑ REINFORCEMENT L(- •626 1.375" O FRAME SIELL 625"�D O FRAM SILL FLANGE1.376 O7 SILL FIN RAMS EQUALLEG O FRAME SILL 1.872" -►{ � 1.841" T 7.216' 2.100" -►{ 1.472° �r- 1.665" 1.630° 1 1.376° I 2.176° .065° .065 1.375° 1 IT 0 o I ,974° L.. .590" .471" .34T' 1j 590" .035" 0"• 5° '7}-.070° .050° ,050° FIXED 1° 1'000" BALANCE O6 SASH STOP LIFT RAIL LIFT RAIL 070•BEVELED BEVELED 14 MEETING RAIL 16 SASH RAIL 17 COVER 18 SCREW COVER 19 INTERLOCK 20 INTERLOCK COVER 21 INTERLOCK O INTERLOCK COVER PRODUCT REVISED W, annp]ying with dw Flod& �i+iild]ng cod' Accepinnx 140 16-07111• Esplrol]ou.Date �20 Revised By: Date: Revislon: .316° -�{ �,• 1`; ....?il,c• BY .864° - I .300° - �1 - � ; .�.......d(yr .175" Revised By: Data: Revislon: .764" 0° f .035° .026" ---►�-� :, � ' ® Description: Drawn By. OLAM]IG OEXTRUDEDI OROLLED �.+. 6 I4If6 ;�J WINDOW EXTRUSIONS J ROSOWSKI 72 BEADING 81 SCREEN FRAME 82 SCREEN FRAME •;' . •�'�}'•, .,'i 1070 TECHNOLOGY DRIVE 71Ue: Data: ...........,•,,A:`;•` N.VENICE, FI.3az7s SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 •"r;'+�!r:'IA '?;�� (941)-480-1600 / r�,,.,�•'• � Sorfee/Modeh Seale: Sheet: Drawing No. Rsv: d/LyI.E.# 8705 P.E• CERT. OF AUTH. #29296 SH-5500 NTS 11 OF 13 MD-SH5500-01 A P.E.N 58705 TABLE 12: TABLE 12,CONT.: SILICONE HOT-MELT BUM BIII of Material BIII of Material,Cont STRUCTURAL # Part# Description Material # Part# Description Material STRUCT4AN SILICONE 1/4"NOM. FOAM 3/16"NOM. 1 620101 Single ung Frame ea & ambs- anne PVC 5 720197 Auto Lock Mechanism C Steel POLYISOBUTWITH 2 620102 Single Hung Frame Head&Jambs-Flange PVC 46 720198&9 Sweep Lock Cast Zinc WITH DESICDESICCANT 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 720195&6 Auto Lock Cover Assembly Cast Zinc EXT.GLASDCT.GLASS 4 620104 Single Hung Frame Head&Jambs-Equal Leg/Box PVC 48 76X1160PTX#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 fl6O05T5 50 76X34PPA #6 x 314"PH.PH SDS(Keeper Screw) SS 7 620107 SHIDH Frame SIII-Fin 51 420181 LIR Beveled Tilt Latch Comer Key PVC NT.GLASS INT.GLASS 8 620108 SHIDH Frame SIII-Equal Leg/Box 52 420182 UR Pull Rail Tilt Latch Comer Key PVC 14 620131 Fixed Meeting Rail 53 7634PHFL #6 x 314"Ph.FH SDS(Comer Key Screw) SS KODISPACE SUPER 16 620129 Sash Rall(Sides,Top&Bottom) 54 420183 Tilt Latch PVC 76 77 O 7M 17 620134 Balance Cover 55 420184 Tilt Latch Retainer PVC 4SG TPS $PACER NXT 18 620133 Sash Step/Screw Cover 56 720207 1"Tilt Latch Spring SS 19 620156 Pull Rail Interlock 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 21 620157 Beveled Interlock 6005 T5 At 59 420180 PivotBUTYLENE Bar Comer Key PVC 5116°NOM. 22 620145 Beveled Interlock Cover PVC 60 1 720206 jPIvot Bar SS 5/16"NOM. SEAL BUTYL& SILICONE SEAL 23 620150 Light Sash Reinforcement 6063 T6 All 63 1 720191 ISash Pull Handle Cast Zinc DESICCANT ROLL-FORMED 25 620152 HD Sash Reinforcement 6063 T6 AI 64 720194 Sash Pull Handle With Latch Assembly Cost Zinc FOAM STAINLESS STEEL 26 620153 Standard Meeting Rail Reinforcement 6005 T6 AI 65 7834FPT #8 x 3/4"Ph.FH SDS(Pull Handle Screw) SS EXT.GLASS 27 620154 HD Meeting Rall Reinforcement 6005 T5 AI 66 420188 Bottom Latch Strike Plate Cast Zinc EXT.GLASS 30 61644 Weatherstrip,.187"x.270"Fin Pile 67 7858B #8 x 6/8"Ph.FH SMS(Strike Plate Screw) SS 31 1 6Q300 IWeatherstrip,.199'x.300"Foam Bulb Flex PVC 72 720135 Laml I.G.Bead PVC 321 61719 Weatherstrip,.18T'x.220"PolyPlle 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+1-5 duro. EPDM 35 78X1MTTT #8 x V Ph.PH SDS(Interlock Mounting Screw) 80 1 61012 lExtruded Screen Frame Alum DURASEAL@ XL EDGE7A" 36 16MHPX #8 x 3"Ph.PH SMS(Meeting Rail Screw) 410 SS 81 61011 Roll-Formed Screen Frame Alum 7s SPACER 7s SPACER 82 7CKGLB21 Screen Comer Key for Extruded Frame X 4 PVC 37 71669SP Meeting Rall Screw Support Plate 6063 TB All 38 720210 Weep Hole Cover PVC 83 47042 Screen Comer Key with Pull Ring X 2 PVC 40 720X00(0( Constant Force Balance 84 47041 Screen Comer Key without Pull Ring X 2 PVC 41 #8 x 314"Ph.FH SMS(Con.Force Balance Screw) SS 85 7CASPM Tension Spring SS 42 Spiral Balance 66 61816548 Screen Cloth Fiberglass 43 720205 Spiral Balance Shoe Nylon 87 61635/61614 .140"Screen Spline(Machine/Hand Rolled) Vinyl 44 1 78XI14FPAX#8 x 1-1/4"Ph.FH SMS(Spiral Balance Screw) 410 SS Part# Description Material i 76 Kommeding 4SG TPS Spacer System PRODUCT REVISED 77 Quanex Super Spacer nXr with Hot Melt Butyl See this n� �yw rb th"FIrdit 78 Quanex Duraseal Spacer Sheet for 1 fo-o7r4 0 Tixpimtion Date 4D20 79 Cardinal X1-Edge Spacer Materials Revlsad W. Dale: ReWsion: REFERENCE TEST REPORTS:f-TL•8717,8988&8970 •�'� A ADDED SPACERS By- ;,. JR 05/05/16 i Mmmi)aaaProducT �'"'I"�• ReWsed W. Date: Revision: `^ 1UTDescription: - DM"Dy: BILL OF MATERIAL(BOM)_ J ROSOWSKI I !"-��•'' li.:.i' 1070 TECHNOLOGY DRIVE Rtle: Data: ...,;;T.•,•' N.VENICE, FL 34275 NOTES: `;;..:;c:;: .•:..:} :• SINGLE HUNG WINDOW INSTALLATION—LM 05/15/15 (;';.. ','.' \ (941)-480-1600 i }��., Serfes/Model: Scalp: Sheat: Dmwing No, Rev: 1)PVC BY ROYAL WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. LYM ry111tL`ER;P.E. 2)ITEMS 99-13,16,24,28,29.34.39,61,62,6B.71&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. p.�#66706 CERT. OF AUTH. #29298 S H-5500 NTS 12 OF 13 MD—SH5500-01 A 1 OPT.SWEEP LOCK p 46 48 OPT.AUTO LOCK I~` 18 B47 20 57 OR 58 48 51 OR 52 B5 po I �I 45 1 55 ' O OPT.PULL RAIL °�. 22 82 OR 84 19 INTERLOCK& I I ' COVER I� 58 i 87 I O •\. •�O �i � ( I B8 OPT. 1 ! BEVELED MITERED FRAME WITH I 21 INTERLOCK ` ••,, INTERIOR AND EXTERIOR 16 •0 &COVER �•. FRAME WELDS 18 p i 72 X4 /// 64 •.,i I X4 I 16 53 _ 80 ORO ' f... 14 ARpcHE.... �: SCREEN 49 \ 60 • •• OPT.PULL HANDLE ASSEMBLY Q 64 WITH LATCH DETAILS 41 40 CONSTANT FORCE �•� I. 65 82 16 OR 83 OR BALANCE •-\ 42 43 OPT.PULL SPIRAL BALANCE `40 ORO HANDLE � 83 67 18 MITERED FRAME WITH p SASH INTERIOR AND EXTERIOR �� j' ••1' 37 ASSEMBLY FRAME WELDS 35 DETAILS EXTERIOR •" 53 38 t 59 Puonucr IEiiVIs80 �ACHFS TO 'hdhling Code . ..pirnlimi Date� j�.0 FRAME �+ Revised By: Date: l Revlsren: ASSEMBLY �, iY.i,.); By im DETAILS ''•�` RavJsetl By: Date: Ravlslon: (9 Deserlptlon: Drown By., EXTERIORh -. /' 16 ��; EXPLODED ASSEMBLY J ROSOWSKI NOTES: l� 1070 TECHNOLOGY DRIVE 71t1e: Data: 1)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FORCLARITY. '•I";; '•.,%`f.i);`:,tl;. �;',)'\ N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 2)d-CHANNELFRAME SHOWN,PARTS#1&5.OTHER FRAME TYPES APPLY, `'��;���.�+1j �.: (941)-480-1800 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS B&7. :r, �' Series/Model: Scale: Sheet: Drawing No. Rev: 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. Ar¢YNNMILLE)2 P.E. CERT. OF AUTH. X29296 SH-5500 NTS 13 OF 13 MD-SH5500-01 A REA 56705 Y.