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HomeMy WebLinkAboutProduct Approval RECEIVrD JUN ? 8 2017 FILE MIAMI•DADE MIAMI-DADE COUNTY ® PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the 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 05/15115,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 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. MIAMI DADS COUNTY 2 NOA No. 16-0714.03 •. , Expiration Date: July 30,2020 ] t }(a Approval Date: August 18,2016 [ Page 1 i 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 j 1. Anchor verification calculations and structural analysis,complying with FBC-Sfe Edition (2014),dated 05/15/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. � (Submitted under previous NDA No. 15-0519.05) a/!a a L-- Manuel P -e ,P E. Product Control Exam' er NOA No.16- 4.03 Expiration Date: July 30,2020 Approval Date: August 18,2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS(CONTPWED) 2. Glazing complies with ASTM B1300-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS (CONTINUED) 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite@ PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas@(Clear and White)Glass 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 th Edition 1. Statement letter of conformance, complying with FBC-2010 and FBC-5 (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 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.l."approved on 07/30/15 and expiring on 07/30/20. /7A Manuel Per r ;Product Control Edam' e NOA No. 6- 4.03� Expiration Date: July 30,2020 Approval Date: August 18,2016 ANCHORAGE EXAMPLE FOR -\28.118"MAX.O.C. 21-5/8" ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING � RADIUS-TOP 54'MAX.BUCK WIDTH MAX.D.C. FORARCH-TOP VARIES PER REINFORCEMENT LARGE&SMALL MISSILE HEADER(SIM. 12"MAX.FROM HEADER(51M.FOR ALL FOR ALL FRAME SEAM �I 30" 12'MAX. / / WINDOW TYPES) LEVEL,SEE SHEETS 8-7 IMPACT RESISTANT WINDOW TYPES) // B.SEE _ MAX.O.C. •(f SHEET3 1 A. _ _ 10°MAX.FROM 52-118"MAX.BUCK WIDTH7I1� B,SEE �+-30"MAX.O.C. S EET 3 yr T,FIXED VISIBLE 12'MAX / FRAME SEAM - SEE SHEETS I t- 1-114" SHEET 3 D.SEE _. 8&9 I j1 1 `-I+►�-12'MAX• 1 (LIGHT WIDTH •-I— SHEET4 B,SEE t-- - I I �_-- 30°MAX.D.C.ASEE12°MAX- 12°MAX C,SEE l--' SHEET3FIXED HEET3 l e SHEET4, / + EQUALLY / GFBITLL 17-7/8" AX O.C. A,SEE f'- / SPACEDSHEET3 1 / -12'MAX• I EQUALLY SPACED 17-71� .O C. ANCHORS PER /// HEIGHT EQUALLY `I 17.718"MAX.O.C. TABLES 9-11 -1- ANCHORS PER 91.78" SPACED TABLES 911 Q I I / Q 1 / MAX ANCHORS PER O I / 84" I BUCK TABLES 9-11 62" Q 84" BUCK _r MAX, T HEIGHT MAX. � � HEIGHT 10"MAX O.C. BUCK 1 D"MAX.O.C. I 10 MAX.IO.C. BUCK AS SHOWN x I 4 HEIGHT X 4 x 4 . y HEIGHT X {� �; �- _ 1 i ---- ,3-3,_14„IMAX:Q.Q. - �.---u- •----- _1 I / SASH 13-3/4”MAX O.C. EQUALLY �._._.-/ __ /----- , EQUALLY 1 13-314"MAX.O.C. EQUALLY SPACED I SPACED VISIBLE LIGHT +� SPACED j�T SEE I+ ANCHORS PER I / CH ANCHORS PER I / HE GHT 1 ORS S-111 / ' SHEETS 1 ER TABLES 9.11 i A l TABLES 9-11 Al A 8&9 / C I _ 1 6-1l2'MAX. •.6-11Y MAX. 6 _ NO ANCHORS AT SILL SEE SILL WEEP- B+•-__ NOSASH VISIBLE ANCHORS AT ILL } SEESILLWEEP- B _ NOANCHORS AT BILL r + SEE SILL WEER D -'-'-' -+►1• �- 54"MAX,BUCK WIDTH �^1�NOTCH DETAILS, NOTCH DETAILS, 54'MAX.BUCK WIDTH --I NOTCH DETAILS, NOTCH DETAILS, SHEET3 LIGHT WIDTH SHEET 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 THF-NAIL-FIN 75'HEIGHT SEE TABLES 7-11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS), GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW GENERAL NOTES.........................I 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). ELEVATIONS.................................1 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. 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 PER ANCHOR TYPE. INSTALLATION,FLANGE& 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 EQUAL LEGIBOX.................3 DEPICTED AS 2X ARE 1.112'THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN INSTALLATION,INTEGRAL FIN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). &J-CHANNEL.....................4 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS GLAZING DETAILS........................5 SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. DESIGN PRESSURES...................6-7 6)114°MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPUED 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. ASSEMBLY&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. •ANSVAF&PA NDS-2012 FOR WOOD CONSTRUCTION PRODUC'I-RBVISBD 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THEAUTHORITY HAVING JURISDICTION. -ALUMINUM DESIGN MANUAL,ADM-2010 as mnPl54ng with Dm Floetdp 10)REFERENCES:TEST REPORTS FTL-7964&7966;ELCO ULTRACON NOA;ELCO CRETEFLEX NON ELCO AGGRE-GATOR NON ROYAL WINDOW AND DOOR PROFILES,LTD WHITE&BRONZE/ •AISI.5100-07lS2-2010 pulldiu8t Cotte r� ` LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSVAF&PA NDS&AL MINUM DESIGN MANUAL Aceeptanee No 117'0 14-,L�3� 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. 1 t" '• Revised Dale: L^tpitntion Date- ,' 1 "i BY: RevZE,' JR 05/05/16 A)ADDED SPACERS BY USER INSTRUCTIONS: ,., .•-,.,1,,. TO SHEET II. Mland ndc PtarucCCadroC 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. Rovlsed By. Date: Rev(slon: 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 4-8.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW _ ® Descripthn: Drawn By: OPENING OBTAINED IN STEP I. �H �(, ,• : GENERAL NOTES&ELEVATION J ROSOWSKI 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11.VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET•SETARE MET. '�'•"' '- 1070 TECHNOLOGY DRIVE T1Ve: Date: 5)INSTALLAS PER SHEET3 FORTHRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRALFIN INSTALLATION. ..; „,:•f.�JY�;�ll -'t�• N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM. 05/15/15 '��•� \"%;� (941)-480-1600 NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, rb!IlYMN,A)1FI,Ek�P` ` SeRv. es/Model: Scale: Sheat: Drawing No. Re INTEGRAL FIN OR EQUAL LEGIBOX). P.E.»68705 E. CERT. OF AM. }29296 SH-5500NTS 1 OF 13 MD-SH5500-01 A TABLE 1:ALLOWABLE GLASS TYPES - Frame Glass Frame Frame Glass DescriptionListed from Exterior to Interior Design Pressuretype ( ) Table# Sheat# TyPes Options Contlga Shapes Installation Options that maybe used (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+6116"Laminated;(2)Liles of 116"A Glass with.090"PVB Intedayer 4,5 6 B 7/8"Laminated LG.:1/8"T Exterior Cap+7/1 S"Air Space+5116"Laminated;(2)Utes of 118"A Glass with.090'PVB Intedayer 4,6 6 ....into 2X Wood Frame/Buckstrip-sheet 3,option 1 Flange Equal-Ute, Square/Rect.,Through the frame ....into Concrete/CMU-sheet 3,option 2 7 7/8"Laminated I.G.:3118'A Exterior Cep+318"Air Space+5/76'Leminalad;(2)Utes of 118'A Glass with.090'PVB Intedayer 4,6 6 (#2) 5-16 Odel/Proview Arch-Top 8 of the window...... 8 7/8'Laminated I.G.:3116'T Exterior Cep+3/8"Air Space+5/16"Laminated;(2)Lites of 1/8'A Glass with.090"PVB Intedayer 4,6 6 8 Cottage Radius-Top •-••through 1X Buckstrip into Concrete/CMU-sheet 3,option 3 9 7/8"Laminated I.G.:1/6"A Exterior Cap+7118'Air Space+5/16"Laminated;(2)Lites of 118"H Glass with.090"SO Intedayer 7 7 ....Into Metal•sheet 3,option 4 10 71W Laminated I.G.:1/8'T Exterior Cap+7/18'Air Space+6116'LeMnated;(2)Utes of 118"H Glass with,090"SG Intedayer 7 7 Arch- Box Equal-Lite, Square/Rect., ....into 2X Wood Frame/Suckstrip-sheet 3,option 1 / 11 718'Laminated I.G.:3118'A Exterior Cep+318'Air Space+5/18°Laminated;(2)tiles of 118"H Glass With.090"SG Intedayer 7 7 Equal-Leg 5-16 Oriel/PrmAervv Arch Top 8 Through the frame ....Into Concrete/CMU-sheet 3,option 2 12 7/8"Laminated I.G.:3/16'T Exterior Cep+318"Air Space+5118'Laminated;(2)Lites of 118"H Glass With.090'SG Intedayer 7 7 (#4) 8 Cottage Radius-Top of the window...... ....through lX Buckstrip Into Concrete/CMU-sheet 3,option 3 13 718'Laminated I.G.:1/8"A Exterior Cap+5/16°Air Space+7116'Laminated;(2)Utes of 3116"A Glass with.090"SG Intedayer 8 7 ....into Metal-sheet 3,Option 4 14 7/8"Laminated I.G.:118"T Exterior Cap+6/18'Air Space+7/18'Laminated;(2)Liles of 3116"A Glass with.090°SG Intedayer 8 7 Through the ....into 2X Wood Frame/Buckstrip-sheet 4,option 5 15 7/8"Laminated I.G.:3116"A Exterior Cap+1/4'Air Space+7116'Laminated;(2)Utes of 3118•A Glass with.090'SG Intedayer 7 7 J-Channel Equal-Ute, Square/Rect.,Integral fin...... ,-,.into Metal-sheet 4,option 7 6-8 Oriel/Pru%isw Arch Top 8 16 7/8"Laminated I.G.:3116"T Exterior Cap+1/4'Air Space+7116'Laminated;(2)Liles of 3116•A Glass with.090"SG Intodayer 7 7 (#1) 8 College Radius-Top Through the frame ••••into 2X Wood Frame/Buckstrip-sheet 4,option 8 of the window...... ,„•Into Metal-sheet 4,option B TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES 5,7,9,11,13 Through the ....Into 2X Wood Frame/Buckstrip-sheet 4,option 5 Min.Edge Min. 815 MAY NOT BE USED IN integral Fin Equal-Ute, ISquare/Rect.,Integral fin....,, into Metal-sheet 4,option 7 Group Anchor Substrate Distance Embedment* • THEHVHZABOVE30'. 5-8 Oriel/Pradew ArchTopB 8 Cottage Radius-Top Through the frame ••••Into 2X Wood FramelBuckstdp-sheet 4,option 6 #10 SMS P.T.Southern Pine 9G=0.55) 8 3/8 of the window...... ,•.•Into Metal-sheet 4,option 8 (steel,18.8 S.S. Steel,A36• 318” 0.050" •MIN.OF 3 THREADS Or 410 S.S.) Steel Stud,A653 Or.33' 3/6" 0.0451"(18 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) 7/16" 13/8° STEEL STUDS, q H"=HEAT STRENGTHENED MIN.Fu=45 KSI 8 =TEMPERED 3116"steel Ultracon Concrete(min.2.85 ksl) V. 13/8"' MIN.Fy=33 KSI. �f 2 `PVB°=.090°BUTACITE®PVB Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" / 0 4 0 BY KURARAY AMERICA,INC. P.T.Southern Pine(SG=0.55) 9/16" 13/8" "UNGROUTED CMU" #12 SMS VALUES MAYBE BOX OR "SG"=.090"SENTRYGLAS® Steel,A36' 3/8" 0.050° USED FOR GROUTED /�� B (steel,18-8 S.S. %/ FLANGE EQUAL- INTERLAYER BY KURARAY or 410 S.S.) Steel Stud,A653 Or.33' 318" 0.0451°(18 Ga.) CMU APPLICATIONS. LEG AMERICA,INC. Aluminum,6063T5' 318" 0.063" EQUAL-LITE ORIEL COTTAGE 114"steel Ultracon Concrete(min.2.85 ksl) 1" 13/4" o C Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" FIGURE C:FRAME SHAPES 1/4"steel Creteflex Concrete(min.3.35 ksl) 1" 1-3/4" -BUCK WIDTH —BUCK WIDTH——]BUCK WIDTH)- 1/4"steel Uitracon Concrete(min.2.85 ksl) 2-112" 13/4" — i -- 1/4"steel Ultracon P.T.Southern PineSG=0.55) 3/ 1" 18" i 114"steel Creteflex Concrete(min.3 35 kei) 2-1/2" 13/4" Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" _ _ _ _ _ T J CHANNEL INTEGRAL D 1!4"steel Creteflex ru P.T.Southern Pine(SG=0.55) 1" 1318" 1/4"steel Aggre Gator Concrete(min.3.275 kat) 1-1/2° 1-3/8" 'm fe m _ P.T.Southem Pine(SG= 1/4"steel Aggre Gator Grouted CMU,(ASTM C-90) 2" 2" j o RECTANGULAR RADIUS-TOP ARCH-TOP TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY PRODUCT REVISED BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING as complyins with dee i7arldn Group Anchor Substrate Min.Edge Min, DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SrZE FROM Building Code Distance Embedment' THE TABLES ON SHEETS 8-10. neccpeonm lra 16"0714.03 E 2-117'X.131"Common Nall P.T.Southern Pine(SG=,65) 3!8" 2.7/16" i•,'•'• " Rev/sed By: Deiw M,aion Dxpimrkm Dar. r2�20 2-1/2"Ring-shank Roofing Neil P.T.Southern Pine(SG=.55) 318" 2-7/16" ^.,.tl.,'.•:�,.,!,:;;' MFinmi ode PmduSt Con all P.T.Southern Pine(SG=.55) 112" 1-318" 1. Revleed ey Date: ReWelon: #10 Trusahead SMS Aluminum,6083-T5• 318" 0.050" (steel,18-8 S.S. Or 410 S.S.) Steel Stud,Or.33• 318" 0.0451'(18 Ga.) " ® Oascrtp6on Drown DY: 'MIN,OF 3 F steel,A38' 318" 0.050" THREADS BEYOND i 11 6 GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI P.T.Southern Pine(SG=.55) 9110" 1.3/8" THE METAL „' #12 SMS . ,.:,.,.',Pq.,. 1070 TECHNOLOGY DRIVE IItte: Dote: (steel,18-8 S.S. Steel Stu 8083-T5' 316" 0.083' STEELSTUD.FOR N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 Sleet Stud,Or.33' 318" 0.050^ STEEL STUDS, :'• ••• •• (941)-480-1600 Or 410 S.S.) Steel,A36" 3/8" 0.050" MIN.Fu=45 KSI 8 -'//r ;;./I �:;,�'• ',�. Sedeo/Model S-1. Sheet: Orawing Na. Rev: MIN.Fy=33 KSI. A.LY,ryN MII�GR,1�E CERT. OF AUTH. ((29296 SH-5500 NTS 2 OF 13 MD-SH5500-01 A P.E./!68)05 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 CONCRETE/CMU. OPTION 1 = —I— EDGE DISTANCE SEE NOTE 2.THIS SHEET. ( EMBEDMENT ANCHOREDTHROUGH EMBEDMENT FRAME INTO 2X WOOD 114'MAX SHIM 16 1/4"MAX SHIM —�I �— FRAME OR BUCKSTRIP. SEE NOTE 2,THIS SHEET. EMBEDMENT _ SASH VISIBLE - 17 (]� 18 LIGHT WIDTH o EDGE EDGE D a DISTANCE FLANGE FRAME DISTANCE 4 SHOWN 44 BALANCE bC� �1/4"MAX TYPE VARIES NP.ANCHOR SHIM TYP.ANCHOR TYPE, • 42 WITH SASH o TYPE, �a EMBEDMENT AND. WEIGHT 54 EMBEDMENT 2 TYP.ANCHOR TYPE; EDGE IRI Q 30 AND EDGE EMBEDMENT AND EDGE DISTANCE PER 31 DISTANCE PER DISTANCE PER SUBSTRATE, SUBSTRATE, EDGE SUBSTRATE, I�JI SEE TABLE 2,SHEET 2 SEE TABLE 2,SHEET 2 EXTERIOR n DISTANCE SEE TABLE 2, 18 87L\� SHEET 2. T 15 4 1B FIXED VISIBLE 1L\! FIXED 20 OPT.SASH TOP FANG£ LIGHT WIDTH EQUAL VISIBLE LIFT RAIL I 2 - LIGHT FRAME LEG/BOX I FOR ALL WINDOWS: NOTES: SHOWN T BUCK WIDTH FRAME HEIGHT I 1ANCHOR @3.55° HORIZONTAL SECTION A-A SHOWN 49 48 21 FROM END AND AT 1)USE ONLY CENTER. SUBSTRATE-APPROPRIATE 22 FOR WINDOWS EMBED ANCHORS LISTED E 2. OVER 38"WIDE: SHEET 2.FOLLOW EMBEDMENT AND DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 72 ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLE 2,SHEET 2. SCREWS @trr3/8' INSTALLATION OPTION SHOWN MAY O 14 45 46 47 BE USED ON ANY SIDE OF THE 35 FROM END. FOR WINDOWS WITH WINDOW. 114"MAX. BOTTOM LOCKS: SHIM 110 OR 112 STEEL 114•MAX BUCK 50 18 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLING SHIM HEIGHT SCREWS @&318' USED INTO WOOD AS PER TABLE 2, SMS(G5),SEE 85 FROM END. SHEET 2.ALL WOOD BUCKS LESS TABLE 2 QQ 30 THAN 1-1/2"THICK ARE TO BE SHEET 2. D SASH CONSIDERED 1X INSTALLATIONS.1X EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OPT. 86 18 USE EITHER OR GREATER.1X AND 2X BUCKS 65 LATCH OR (WHEN USED)SHALL BE DESIGNED a BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE EQUAL , INTERIOR 81 31 30 TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME n LEGIBOX WEEP LOCATION:6,518' DESIGN AND INSTALLATION IS THE FROM SASH END. RESPONSIBILITY OF THE ENGINEER SHOWN FRAME NOTCHES AT 80 SHOWN EACH END. OR ARCHITECT OF RECORD. EXTERIOR 9 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION f-1 INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION 4 V OPTION 4 PRODUCT RHVISGO 67 OPENING)IS MEASURED FROM asAN�cempl*cwe g With tha Phi& 1/4"MAXSHIM BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH lltdldhtg(bo& EQUAL-LEGIBOX �,----l1Q�o FRAME INTO METAL FRAME INTO METAL FRAME SHOWN �J o t 1111111 ��kmD�� Revised 8y: Dote: RevLeloa: '-"J'"•"•' ,27"X1.25" -pT Minm edcProductCfndr WEEPHOLE I NO ANCHORS Revlaed By: Date: Revfslon: WICOVER .• " REQUIRED IN VISIBLE LIGHT FORMULAS @ O FLANGE OR 2.87"FROM EQUAL-LEG WIDTH EACH END, FRAME SILLS @SASH:BUCK WIDTH-5-1/2" ."'' t f ® Descrlpffon: Drawn BIc @ FIXED LITE:BUCK WIDTH-4-3/W _ fj y,� 6: `^!- FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI Ul�.' HEIGHT(EQUAL-LITE) "��%•`� ,'•i 1070 TECHNOLOGY DRIVE Tiffe: Dat.: VERTICAL SECTION B-B BUCK HEIGHT12.3.15/16° ;' N. VENICE, FL aaz7s SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 'i'},. �•1'' ,.,,,. (941)-480-1600 Sodes/Model: Scalp: Sheet: Drawing No. Rev: AY585 �r'N.LYJJJJN MIL((..tER;p:E. CERT. OF AUTH. 25286 SH-5500 NTS 3 OF 13 MD-SH5500-01 A +pI 'J� INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN WOOD FRAME OR BUCKSTRIP.SEE INTO 2X WOOD FRAME OR INSTALLATION OPTION 5 EMBEDMENT NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. IF- EDGE DISTANCE ANCHORED THROUGH INTEGRAL I-+- EMBEDMENT a FIN INTO 2X WOOD FRAME OR 1/4'MAX SHIM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 16 1/4"MAX SHIM SHEET. TYP.ANCHOR TYPE, J-CHANNEL EMBEDMENT AND EDGE SASH VISIBLE 17 FRAME 1 DISTANCE PER SUBSTRATE, �� 18 LIGHT WIDTH SHOWN 1 SEE TABLE 2,SHEET 2. (SCREW SHOWN) 44 4TE BALANCE PAR ES 0 114"MAX SHIM 42 WITH SASHEMBEDMENT 1 �a TYP.ANCHOR TYPE, DISTDANCE Rpt /7/� WEIGHT 5430 D EDGE DISTEMBANCE PER SUBSTRATE. t—i 31 (� DISTANCE PER�SUBSTRATE, uu (I^1I SEE TABLE 3,SHEET 2, �D�o EXTERIOR FIN DISTANCE PER SUBSTRATE, 18 (NAIL SHOWN) 87 IV\ INTEGRAL EMBEDMENT AND EDGE FIXED VISIBLE ID 3 FIXED 19 20 OPT.SASH TOP J-CHANNEL LIGHT WIDTH FRAME SEE TABLE 3,SHEET 2. VISIBLE LIFTRAIL FRAME 1 SHOWN (NAIL SHOWN) LIGHT HEIGHT i FOR ALL WINDOWS: NOTES: SHOWN + 1 ANCHOR Q 3.55' BUCK WIDTH 1_ FROM END AND AT 49 48 21 1)USE ONLY HORIZONTAL SECTION C-C CENTER SUBSTRATE-APPROPRIATE O 1 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 OVER 36"WIDE: OF SHEET 2.FOLLOW EMBEDMENT DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 72 D ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY 1/4"SMA M MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3,SHEET 2. SCREWS Q1&3/8° INSTALLATION OPTION SHOWN MAY 14 45 48 47 35 FROM END. BE USED ON ANY SIDE OF THE o FOR WINDOWS WITH WINDOW. BUCK FOR LOCKS: HEIGHT 50 O Q 18 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE �41. 12 STEEL 1/4°MAX. SCREWS Q83/8' USED INTO WOOD AS PER TABLE 2, SMS(G5),SELF-DRILLING SEE SHIM SHEET 2.ALL WOOD BUCKS LESS 85 30 SAS— FROM END. THAN 1-1/2'THICK ARE TO BE TABLES 2&3, c� CONSIDERED 1X INSTALLATIONS. SHEET2. D EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHT USE EITHER UNIT IS INSTALLED DIRECTLY TO �1--' HEIGHT LATCH(SHOWN) SUBSTRATE.WOOD BUCKS 88 16 OR BOTTOM DEPICTED AS 2X ARE 1-112'THICK OPT. LOCK(SHEET 3). OR GREATER.1X AND 2X BUCKS 65 TESTED UNIT (WHEN USED)SHALL BE DESIGNED (2)1" 81 31 30 83 LOCATION:8-518" TO PROPERLY TRANSFER LOADS 1� FIN AND/OR I / INTERIOR I1'II FLANGE REMOVED FROM SASH END, TO THE STRUCTURE.WOOD BUCK o IN-FIELD �D�o WEEP DESIGN AND INSTALLATION IS THE NOTCHES AT 80 p RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN EACH D. IMI NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN REQUIRED IN FRAME 7 SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR INSTALLATION THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION? OPTION B PRODUCT REVISED OPENING)IS MEASURED FROM as cum t a EwithVI tEsirtM)da i/4°MAX ANCHORED THROUGH ANCHORED THROUGH FRAME INTO METAL h YI 8 INTEGRAL FIN r � BEADING TO BEADING. ISuild.1APodm.ln d u�O SHIM INTEGRAL FIN INTO METAL (INTEGRAL FINIFLANGE REMOVED) FRAME SHOWN o ,•;.'' " Revised Dote: I: rirclDl" Revision:27"X 1.26'WEEPHOLEW/COVER Q 2.87" T BY.I .:" ••:�;;FROM EACH END. -�— ,. Miami TYP.ANCHOR TYPE, �7IS VISIBLE LIGHT FORMULAS Revised By: Date: Revlslon: EMBEDMENT AND EDGE EDGE DISTANCE WIDTH '"•U� DISTANCE PER SUBSTRATE, a@SASH:BUCK WIDTH-8.1/2' pp Description. Drown By: SEE TABLE 3,SHEET 2. —� EMBEDMENT ^�— QFIXED LITE:BUCK WIDTH-4.318" :.: J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) HEIGHT(EQUAL-LITE) 19TIZ7•� 1070 TECHNOLOGY DRIVE Atle: Dote: INSTALLATION OPTION 6 VERTICAL SECTION D-D BUCKHEIGHTl2-3-15116" ;l +^.•',,;};•; N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ANCHORED THROUGH INTEGRAL FIN ,�'i��;,'!,-,.���,i,-`;': ;:�' (941)-480-1600 /�, ..', Sedes/Model: Scots. Shoot: Drawing No. Rev: INTO 2x WOOD FRAME OR BUCK- a.'LkNM M486R;A.E. STRIP.SEE NOTE 2,THIS SHEET. P.E.g68705 CERT. OF AUTH. #29296 SH-5500 NTS 40 13 MD-SH5500-01 A —�{ 718"NOM. 718'NO7/8"N M. �— —�{ 718"N M. 7/8'No 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 7116"AIR SPACE 7/16"AIR SPACE 318"AIR SPACE 318"AIR SPACE 7/16"AIR SPACE 118"A_GLASS 1/8"T GLASS 3/16"A GLASS 3/16"T GLASS--\ 118"A GLASS G]EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR �]EXTERIOR 78-79 .79 7f 78 78.79 78-79 GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 —r•I 718"NO7/8"NOM. 7/8"N M. 718"NOM. I+— ---�{ 7/8"NOM. �- 5/16"H/H SG I 5/16"H/H SG I 5/16"H/H SG 7/16"A/A SG 7/16"A/A SG 7116"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 5/16"AIR SPACE 5/16`AIR SPACE 1/8"T_GLASS--\ 311 6"A GLASS 3116'j GLASS 1/8"A GLASS 1/8"T GLASS C]EXTERIOR G]EXTERIOR G]EXTERIOR G]EXTERIOR <]EXTERIOR 76.79 T&78 78-70 78.7(1 78.79 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 —►{ 7/8"NOM. 7/8'NOM. 7/16"A/ASG I 7/16'A/ASG-----\ 1/2"N OM,GLASS GLASS TYPES 9 THROUGH 1/4"AIR SPACE 1/4"AIR SPACE 76-79 BITE TYP, '16 MAY NOT BE USED 3/16"A GLASS 3/16"T GLASS WITH J-CHANNEL OR 72 74 INTEGRAL FIN FRAMES a EXTERIOR a EXTERIOR ' GLASS TYPES 5,7,9,11,13 76.79 7e•79 31 815 MAY NOT BE USED IN EXTERIOR75 THE HVHZ AB0VE 30', PRODUCT 1113 VISM -,Plying with dwFlod& a GLASS TYPE 15 GLASS TYPE 16 Building Cod d d3 38 30 nationDate Revfsed W. Data: BY Revision: 6 2aZ� l\^'t+l L.�.�•J�t/"�•�%./�•, Mimi Onda Product CcvI �� "'`` •' �•'rl':: Revised By. Date. Revision: • " GLAZING NOTES: 'A°=ANNEALED ® Description: Dwwn Sr. TYP.GLAZING DETAIL 'H'-HEAT STRENGTHENED �i GLAZING DETAILS J ROSOWSKI R'=TEMPERED )'l'tel• "PVB"_.090"BUTACITE®P-VB BY KURARAY AMERICA,INC. 6, �,` I ,; - 1070 TECHNOLOGY DRIVE TIDe: Dofe: sc"=.099°SENTRYGLA BYKURARAYANERICA INC. N. VENICE, FL 54275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15!15 rr=:c;,.,•: : : (941)-480-1600 FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. '%%,•..',_.,�/�.�:; ". Sedee/ModehScale: Shoat: Drawing Na. Ra v: LYNN d,E�63b7n5 CERT. OF AUTH. #29296 SH-5500 NTS 50F 13 MD-SH5500-01 A TABLE 4: TABLE 5: TABLES: 01077 typo .op"'l.on Design Pressure,IbsfR' aloes typal Design Pressure,160111 a O.aadpbn mr 010077 swh HalgM ala®types Design Pressure,Ibs/R' S.8,7&e Ra1nL Lax.i Rang.®wudax Rape 0.1 W, mBwk NShchm e,7&a +F-50.0 R2 Height Sh-a I Up to 49 1 51125 +115.0/-70.0 RWM Loyal 23.5 EgwtR. 11307 +060 1•70.0 +65.0 .70.0 Rolaf.Leval R1 For all v4ndav8 aoah alxm sten dcwop 14.617.16.870 +65.0 .70.0 405.0 -7a0 Fit For a6windmv and ewh elo 28 Egwtido 11.553-14.516 +W.0 •7010 +6510 .70.0 SEETABLE 9,SHEET 8 FOR slwad Pmdaw 17.777-11.662 466.0 -70.0 +sso .70.0 SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. Talwt 28617-26288 485.0 sola 405.8 solo ANCHOR GROUP AND QUANTITY. StendKd CCIWga 20.056-23-516 465.0 -70.0 +65.0 -70.0 37.375 Ep tfd4 17.517-20.057 +660 •70.0 +65.0 -70.0 SI.MaN P.Am 14.577.17.616 +65.0 -70.0 +65.0 •70.0 0 o shm.0 11.377.14516 +660 •70.0 .854 -70.0 Ta1w1 27.563-5L911 1+65.0 .70.0 463.0 .70.0 Qel.m Sua 20.517.27.502 4660 •70.0 465.0 -70.0 nSlard dCollage 23.517-211.616 405.0 -70.0 485D .70.0 n OV HEADER 44 Eq.Ate 20.617.25616 .e5A 40.0 +65.0 •70.0 U HEADER Slwdard Pr Max 17.517-20.616 +65.0 •70.0 +65.0 •780 23 Cwlom Sim 14.517-17.516 4650 1.70.0 1 485.0 -70.0 1 23 almost 11.377-14.616 +85.0 -701D +65.0 •70.0 '= 701801 31.667.35.011 +650 •70.0 465.0 •700 0 Shird.d Coluge 20.611-31.602 465.0 •70.0 Mo .70.0 () EgwF t' 2°.517-26518 +65.0 .70.0 +63.0 •70.0 Q MEETING RAIL 4e sMMad PrMex 77.617.20.610 .4330 -70.0 .es.o •7ao e O MEETING RAIL 0 Cwtom six. 14.517-17.610 +660 .70.0 +65.0 -70.0 26 ° Glelomske 12517.14618 .as.o •to.o .435.0 ao.o 27 ° E)RERIOR sMdeal 11.377-12516 405.0 -70.0 +55.0 -70.0 EXTERIOR 0 p Mmt 33.2°9.37.638 +05.0 •70.0 +65.0 -70.0 45 iO a 6faMaN Calugo 26.617-33.207 +85.0 -70D 4660 -70.0 O O 23 EgwtM. 23.617.26.616 .55.0 .70a .65.0 -tae 23 JAMB Cw1.mSlm 20.617-23.510 .85.0 .70.0 405D •70.0 JAMB FXT�EaR,IOR SASH 40.629 BiW dPrMex 17.617.20.51° +65.0 •70.0 +65.0 •70.0 E7:TERCR SASH ter' HEIGHT 2-i.e 11677-17.616 .65.0 .70.0 4afia aa0 a HEIGHT Cu081x. 12617-14.510 4650 •70.0 485.0 -70.0 SMneal 11.377-12618 +65.0 -70.0 405. -70.0 Ta.1 36517-41-044 less •70.0 466-1 .70.0 O8lendeai Coluge 31.517.36.518 +65.0 -704 05.0 •70.0 O 23 Egwtuo 25.617.31.516 4660 -70.0 465.0 .70.0 23 aurdvd P,.A- 21517-2&516 1+650 .70.0 .654 .70.0 SILL 02 cwlom slm 20.617.2&618 405.0 •70.0 +55.0 -70.0 SILL 7aD taiamsaa 17.517-20.516 +435.0 -70,0 .85.0 -70.0 cwa sha 14617-17.515 41tte -704 .65.0 M.1 Coelom Sixs 11017.14616 .Bio .70D +55.0 878 Shaleel 11.864-13.01° 405.0 •70.0 +85.0 865 Tom 31517.4t.644 4850 -70.0 .65.0 •70.0 0 o Cwl.m Slxe 98.517-39.516 +06.0 -70.0 465D -70.0 EgwWte 35.517-36618 4e5e •70.0 1 4650 •70.0 76 a=wnsi:a 32.577-35510 4e50 -76.0 .034 -760 SECTION DETAIL FOR WINDOWS WITH SECTION DETAIL FOR WINDOWS WITH 81.8 rdPmM- 20.517.32510 .65.0 0.o.° eso 0.°4 LEVEL R1 REINFORCEMENT&GLASS TYPES 5,6,7&8 C.1=61.6 2°.517.29.518 +55.0 -76.0 47.3 LEVEL R2 REINFORCEMENT&GLASS TYPES 5,6,7&8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE 8l W.1 25510.20.616 +65.0 ao.o .es.b 866 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES& Eq.atfm 38.517-41.644 466.° -too +05.0 •70.0 APPLY TO ALL FRAME TYPES& CONFIGURATIONS) 54 m,tomslre 35.617.36610 4660 -70.0 .es.o 87.3 CONFIGURATIONS) 6undwd PIW- 33.618.35.510 .65.0 .70.0 +64.0 86s PRODUCT REVISED 91.78 Talent 41.044 +&50 804 .854 B&5 ss rn 1430ng With the Florlda SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. building Code A020 mapf.nte 41 � 2 "MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.130 T,,;! i I;•, Revised Sr. Date: Revislon: ExPir Ito D By hliund Jnd,, ,••':I'I.''•'',•`�'' R.vfsSd By: Dote: Ravlelow. NOTES: - 49 Description: Drawn BY: 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. ; DESIGN PRESSURE TABLE J ROSOWSKI 6 .ir,.�-" 1070 TECHNOLOGY DRIVE 1711a: Data; 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. N. VENICE, FL 34275 > SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN (941)-480-1800 Sedea/Model: Scafa: Sheat: Arowing No. Rev: ON THE TABLE. '/,�I!L'YN 1MII.L�;P.E.` CERT. OF AUTH. 29298 SH-5500 NTS 6 OF 13 MD-SH5500-01 A ban 5805 TABLE 7: TABLE 8: Ole.l T7po Onitom sa.n x Blee Typl 841010 emh 0.12,186.18 011441/10614 ghee Smh Wom D..Ign Pressure,Ibs7R 13414 Deeerbl+m/9rOwmSmh Helplt 000/911 ProlSure WafR2 ReIDl L-11 RwD.®Wmdaw Ror'Oo M) W'.-Gook W9dm ROIn71-11 RanOs NW- RmV ON Wlndv smk Wldh On) c 3 Hdohl Sh.. upm40 46 52120 51 3 HN9hl ehorm 1s 24 32 3B d0 48 62125 54 215 Eq.W U. 11.394 .70.01-110.0 -70.01-110.0 +70.0•110.0 +70.0-1140 235 Egva140a 11384 •70.0-110.0 •70.0-110.0 1711-110.0 •70.0 177/60 •]0.0-1110 •70.0-170.0 •70.0 -110.0 •70,0 -110.0 Stm,dmdtwase 14517-15.9'70 .70.01-110.0 -70.01-110.0 .70.0•1100+70.0-170.0 S12WarOCWa0e 14.517-15.070 •70.0-110.0 +70.0•110.0 •70.0-770.0 •70.0-110.0 -X01-119.01-70.01-1110.0 +70.0 •110.0 •70.0 •110.0 26 EquaWdv 11.583-14.578 +TOA-710.0 N0.0•170.0 +70.0-110.0 +70.0 -110.0 28 EguY-Ina 11.587-14.516 •70.0•110.0 •70.0 -110.0 -0.0•110.0 •70.0-7160 •70.0•710.0 +71.0-710.0 •70.0-170.0 •70.0-710.0 SI.M.1d PrsMw 11.377.11.552 .70.0 410.0 -7001-110.0 +740•110.0 +70.0-770.0 Slamarditmim 11.371-11582 170.0•110.0 +70.0-110.0 •70.0-110.0 -0.0-Imo -0.0-170.0 •70.0-110.0 •70.0-110.0 •70.0 •110.0 O TYket 21517-25.285 +70.01-110.0 -0.1•110.0 170.0-146.0 -40-110.0 Talimf 23.617-26.280 •70.0-110,1 •70.0-1/0.0 6010-110.0 170.0•110.0 -0.0 4/016 170.0 410.6 170.0-110.0 •70.0 -110.0 HEADER srad4mwnane xD.twe•z3.516 170.01-110.0 176.0•110.0 +7ao•140.0 110.0 -110.0 Slandardcma0o 20.048-x3.678 +70.0•Itg0 -40-140.0 176.0-1100 17.10-110.0 •70.0 -110.1 170.0•110.0 176.0 -116.0 170.0-110.0 26 37.375 Equvlldo 17.517.2!1.057 +70.0 410.0 +70.0-110.0 .70.01-110.01.70+0 •100.0 37.375 Eq.aMt6 17.517-20.957 •70.0-110.0 •70.0-110.0 •70.0-110.0 •70.0-110.0 N0.0-110-0 -0.0-110.0 •70.0-110.0 -0.0 -100.0 SIaMad P(e.1aw 19.617-77.510 +70.0-110,0 +70.0•110.0 +70.0-170.0 -0.0-110.0 StaMatd ProAAv 14.517-17310 N0.0-110.0 -01 •110.0 •70.0-110.0 +70.0•110.0 -0.0•110.0 •70.0•110.0 •70.0-110.0 •70.0 •710.0 6IMos1 11.777-11.616 +70.0-110.0 •70.0-110.0 470.0•107.0 +70.0-1010 sMM14s1 17.377.19.576 •70.0•110.0 N0.0 -110.0 .70.0-110.0 176.0-110.0 -0.0-170.0 •70.0-710.0 •70.0•107.0 •70.0-103.0 0 TOW 27.583.31.911 .704 1.710.01.70.0 •50.0 -0.0 -910 .70.0 40.0 Tallest x7.683-31.911 -70.01-110.0 •7ao-!1010 •70.0-170.0 •70.0•110.0 +70.0 •110.0 •70.0 -01.0 .70.0 83.0 •70.0 80.0 O G!-Sko 20.517.27.682 +70,0-110.0 +70.0 410.0 +70.0-110.0 +70.0 410.0 Custom 9ke 26.617-27.502 •70.D•110.0 •70.0 410.0 •70.0-110.0 •70.0 410.0 •70.0-110.0 •70.0-110.0 •70.0•110.0 •70.0 A10.0 Q O MEETINGRAIL SI Mad Cottage 23.517.26.516 470.0-110.0 470.0•110.0 +70.0-110.0 +70.0 410.0 91aMard Ca6a01 23.517-28.510 •70.0-110.0 .70.0 -110.0 •70.0-110.0 •70.0-110.0 +70.0•110.0 .70.0-1100 •70.0-110.0 +70.0 -110.0 d1 PAusWlo 20.517.7!.510 .70.0 41" +70.0-110.0 +10.0-11a0 +100-110.0 ed EquYBte 20.617-23}16 •70.0 410.0 -0.0 410.0 •70.0 410.0 •70.0•110.0 170.0 .11D.0 .70.0-110.0 •70.0-110.0 .70.0-110.0 27 0 swrdwd Pm4aw 17.517-20.516 470.0 4100 .70.0•110.0 .70.0-110.0 +70.0 410.0 SlaMad P(Wtw 17,617.20516 •70.0-110.0 N0.0-710.0 •700-110.0 •70.0•170.0 •70.0•710.0 •70.0 410.0 -0.0-110.0 •70.0 410.0 Qntom Ske 14.517.17.515 .70.0 -110.0 +70.0-110.0+70.0-110.0 .70.0•110.0 cuYom oke 14.617-77516 •70.0-110.0 .70.0-110.0 •70.0-110.0 -0.0•110.0 •70.0 •110.0 •70.0 410.0 •70.0-110.0 +70.0 -11SE E79rEWOR Slndml 11.377.14.518 +70.0 410.0 +70.0•1100 .70.0•107.0 •70.0 44.0 ehoM1set 11.377-%Silt •70.0-110.0 •70.0-110.0 •10.0•110.0 •70.0 AIDS •70.0-110.0 •70.0-119.0 +70.0 407.0 •70.0 .103.0 T.144 31.583.35.011 .70.0-110.0 .70.0 80.0 +70,0 -03.0 +70.0 .90.0 Talieel 31,583-35.911 •70.0-110.0 •70.0 1-110.0 -70.01-110.01-0.0•110.0 •70.0-110.0 470.0 81D .70.0 83.0 .70.0 40.0 SI4Mwd Co6ap 28.617-31,5a2 +70.0 410.0 470.0 410.0 -o.0-mo.o .746 •110.0 S1.Ma03 curage 26.517-31582 •70.0 411.0 •70.0-110.0 •70.0 1-11 D.D 1•70.0-110.0 •70.0 -110.0 •70.0-110.0 .70.0-110.0 •70.0 -110.0 IAMB 25 Equd4ao 20.517.20.518 +70.0 410.0 470.0•110.0 +70.0-110.0 +70.0•110.0 Equd-014 20.517-28318 •70.0-110.0 +70.0.110.0 •70.0•110.0 •70.0•110.0 •70.0•110.0 470.0•110.0 +70,0 1-110.01-70.0 -110.0 48 66104®dPtglew 77.517.21.516 .7910•110.0 470.0-110.0 -0.0-110.0 470-0 410.0 48 alaMffidPrWW 17.517-20.6ifi 1•70.0-110.0 •70.0-110.0 •70.0-110.0 -3.0-11(1.0 •70.0-110.0 470.0•110.0 •70.0•110.0 •70.0 -110.0 EXTERIOR SASH C. ske 14.617.17.510 4)0.0 410.0 .70.0 also -qo•110.0 .70.o .110.0 Cud=Stm 14.517.11}10 •70.0-110.0 •70.0-110.0 -0.0-110.0 .70.0-110.0 .7010 100-0 .70.0 4110., •70.0-110.0 •7ao •110.0 <3 HEIGHT afetamske 12617.14.516 +70.0•110.0 +70.0-1110 +70.0•1140 +70.0•110.0 C damske 12517.14.516 •70.0•110.0 •70.0-110.0 •70.0-110.0 •70.0-110.0 -0.0-110.0 .70.0•110.0 •70.0•110.0 -e.0 -110'0 SECTION DETAIL FOR shode,l %377-12518 +TOA-110.0 .70.0 44.0 +70.0-110.0 +70,0 410.0 Shodeal 11.777-12.510 .70.0-110.0 60.0-110.0 •70.0•1110 -70.0-110.0 .70.0-110.0 •70.0•110.0 •70.0-110.0 .70.0 -110.0 TYloal 33.208.37.538 +70.0 410.0 +70.0 49.0 .7a0 •930 470.o •90.0 a T.Dm1 33.206-37530 .70.0-11D.0 +70.0-110.0 .70.0-110.0 •70.0-111.0 •70.0 •110.0 •70.0 460 +70.0 43.0 -O.0 40.0 WINDOWS WITH O 3 SlaWwdCn0age 28.517.3,7.207 -70,0.410.0 .70.0-110.0 470.0•110.0 +70.0.110.0 i StondwdCchaga 20.617-33207 .70.0-170.0 -0.0-110.0 .70.0•110.0 +70.0-110.0 •7ao-t10.o •70.0-110.0 •70.0•110.0 +70.0 -11o.0 LEVEL R3 REINFORCEMENT 25 EgaalTit. 21517.28.516 470.0.110.0 170.0-110.0 .70.0-110.0 +70.0•110.0 EwYAfa 23.517-28.518 •70.0-110.0 •70.0 •110.0 •70.0-170.0 •70.0 4!010 .70.0-110.0 •70.0•110.0 •70.0 -110.0 -o.0•170.0 &GLASS TYPES 9-16 antom ske 20.517-a}10 470.0 •110.0 +10.0-110.0 +70.0-110.0 -70.01-110.01 = 49 ezfi Cudomake 20.517-23.510 -0.0-110.0 .70.0 -110.0 •70.0•110.0 •710-110.0 •710 -110.0 -0.0-110.0 -0.0-110.0 -10 -110.o SILL 6lward P-iew 17517-20016 +70.0 -1704 +70.0-110.0 +70.0•710.6 +70.0.1 ISO B1aMa0 PrM4w 11517-20.515 •70.0•110.0 +70.0 AIDS •7ao-110.0 -D.0•11D.0 470.0 -110.0 •70.0-110.0 -70.0 •110.0 -0.0 •110.0 (REINFORCEMENTS SHOWN IN O I CDelareShe 14.617-17.616 .70.0-110.0 .70.0-110.0 +70.0•110.0 +TO.a -"So 3 cuuomsize 14.617-17.518 •70.0-110.0 •10.0-111.0 •100•110.0 170.0 Mo.1 •70.1-111.0 171.1-110.0 •70.0-110.0 •70.0 -11SD FIGURES ABOVE APPLY TO cmlomske 12617-14.618 +70.0-110.0 .70.0-110.0 110.0-110.0 +740-1140 C d..Ske 12.517.14.510 -0.0-110.0 +70.0 -110.0 +70.0-110.0 -0.0-110.0 •70.0•110.0 .70.0-111.0 +70.0-110.0 +70.011-110.0 FLANGE&BOXIEQUAL•LEG Shad.4t 11.377-12518 -0.0 410.0 .70.0-110.0 .70.0.110.0+70.0 also Sn4adal 11.311-12516 +70.0 AMC •70.0-110.0 .70.0-110.0 -0-.O•110.0 .70.0 .1 UD •7aO-110.0 •70.0•110.0 +70.0 -110.0 FRAME TYPES ONLY.ALL T.ae 3a.517-41.644 .70.0-110.9 +70.0.110.0 .70.0•110.0+70.0.110.0 Taikdt 30.517-41.614 -0.0-170.0 •70.0-110-0 170.0-710-0 •70.0-110.0 •70.0•110.0 •70.0 1100700-7100 -0.0-105.7 CONFIGURATIONS APPLICABLE.) S1 .d C.Up 31.517-35.518 +70.0-110.0 .70.0•1100 170.0-170.0 .70.0•110.0 SI.WWudmbg. 31.577.38.518 +70.0-110.0 •70.0 •110.0 -0.0-11D.0 •70.0.110.0 •70.0 •110.0 .70.0-110.0 .70.0-1046 •70.0-103.D o Eq.mw 24617.31.516 470.0-770.0 170.0-1140 470.0•150.0 +70.0-11aO Equ". 20.517.31.515 .70.0-110.0 •70.0 AISO +70.0-110.0 •71.0-110.0 •70.0-110.D •70.0-110.0 •70.0-107.9 •700 -1121 S.WY P-f- 21617-28.810 .70.0 470.0 .70.0-1iD.0 .70.0.110.0 +70.0•110.0 sf.mud Prmaw 23.617.20.516 •70.0 AILS •70.0 410.0 +70.0•110.0 •70.0-770.0 .70.0-170.0 N0.0-110.0 •70.0 •110.0 •70.0 •105.2 62 CLstam6ke 20.517.23.510 +70.0 •110.0 +10.0•11D.0 +70.0•110.0 +70,0•111.0 62 cutlom ske 20.611-Z3.616 •70.0-110.0 •70.0-110.0 •70.0•110.0 +70.0•110.0 .70.0-110.0 •70.0-110.0 •7D.0-110.0 -0.O•107.0 Cmlan 6ka 17.617-20.610 •70.0•110.0 +70.0-110.0 +70.0 IAMO +70.0 1.110.01 euafam8ke 17.517-20516 •70.0-110.0 -0.0 -110.0 •70.0-1110 - .0 AISO •70.0•110.0 -0.0 2101 -10-710.0 10.0•1095 Wetom eke 14.517.17,516 +70.0•110.0 +70.01-110.01.70.0•110.0 .70.0•110.0 cudamake 14.617-17}70 •70.0-110.0 .70.0-110.0 170.0-110.0 •70.0-W1.1 170.0-1028 •70.0-100.6 +70.0-100.5 .70.0 -100.5 I-1 nSlu 13.017-14518 •70.0-110.0 .70.0-110.0 +70.0-110.0.70.0 110.0 Cu9em Sk. 13.017.14.516 -70.01-110.0 .70.0-110! 171.1-106.2 •70.0-1017 •70.0 17.1 •70.0 464 •70.0 -04.4 •70.0 44.4 GLASS TYPES 9 THROUGH st1Mm1 17,884-Holo +70.0-110.0 +70.0•110.0 +70.0-110.0 -7LLo-110.0 SMdeal 11.094.13.016 .710•110.0 •70.0-110.0 •70.0-1025 •70.0 47.0 •70.0 413 •70.0 4011 •70.0 40.0 .70.0 4010 116 MAY NOT BE USED WITH Td.1 31517-41.644 +70.0-110.0 +10.0-110.0 .70.0 410.0 470.0•110.0 T.0.1 39.517.41.644 •70.0-1140 +7ao-110.0 -0.0-110.0 •70.0-110.0 •70.0 -1110 -o.0-110.0 -70-01-101.6 •70:0 48.0 i-CHANNEL OR INTEGRAL C.wm Sim 38.517-39.510 +70.0 410.0 +704 410.0 +70.0 470.0 +100.110.0 customake 38.617-39516 -0.0-110.0 -0.0-1110 .70.0-1110 -0.0-11o.0 •70.0 -110.6 -0.0-110.0 •70.1-1017 +70.0 46.3 •FIN FRAMES EW.Wte 35.617-38.510 +70.0-110,0 +70.0-110.0 .70.0-110.0 +70.0 410.0 EWYLl4 35.617-38.516 -0.0•710.0 +70.0 -110.0 •70A-110.0 •70.0.110.0 .70.0 -110.0 -0.0-110.0 •70.0-100.4 •70.0 45.0 75 Na Su. 32.617-35.518 +70.0•110.0 +70.0-110.0 +70.0•170.0 470.0•110.0 75 Custom 9ke 32617.35516 •70.0-110.0 -0.0 410.0 470.0-110.0 •70.0•110.0 171.0 11 • 0.0 -0.0 410.0 •70.D•100.7 •70.0 85.2 SkM.rd P-Im 20.517.32 0.0510 +7D.0.110.0 •70.0-110.0 470.0.110.0 470.0 41618nd9rd PratelY 20.617-32516 •70.0-M.0 •70.0-110.0 .70.0-110.0 •70.0-110.0 •70.0 4100 -0.0•109.8 .70.0.101.8 .70.0 8&1 0.e St. 26.517-28.516 +70.0-710.0 .70.0-110.0 +70.0-•11x0 .70.0.110.0 cuYom 9ke 28.517-29.516 .70.0-110.0 •70.0-110.0 •70.0-107.0 •70.0-1021 •70.0 816 -0.0 48.4 •70.0 46.4 •70.0 831 6hodesl 25.516.26.516 -0.0-119-0 +70.0-110.0 +70.0-710.0 +70.0•710.0 SODM10a1 25.516-28510 •70.0•11D.D .70.0-110.0 .710-104.6 •70.0 89.1 •70.0 45.4 •70.0 82.4 -0.0 82.4 •70.0 824 Equ.Ml. 31517.41.041 .70.0•11010 -0.0•170.0 -0.0-170.0 +70.0-110.0 EwdU. 38.517-41.044 .70.0-110.0 -0.0 •110.0 -0.0-170.0 +70.0-110.0 •70.0 •110.0 .70.0-109.8 +70.0 85.7 .70.0 41.1 84 Custom 8lm 35.517.38.618 470.0-1 fDA +70.0•110.0 +70.0-110.0 100.0 84 Cublom Sko 75.fi17.3B.610 .70.0-110.0 +70.0-110.0 •70.0•107.9 +70.0•1024 •70.0 86.0 •70.0 BOA .70.0 80.4 +70.0 81.8 6WM.m PrMm 31818.35.510 +70.0-110.0 +70.0-110.0 .70.0 4tSo .70.0.110.0 SIaAwdPralaw 31918.35.916 -0.0-1100 •70.0-110.0 +70.0-102.6 •70.1 L.87.0 •70.0 83.3 7D.O 80.1 •70,0 40.0 •70.0 40.0 PRODUCT REVISED 87.78 TOM ^ •41.044 .701 •110.0 +70.0-110.0 +70.0-170.0 +70.0 '100 91.78 Tallasl •• •41.861 •70.0-110.0 -0.0•110.0 •70.0-102.8 -0.0 87.0 •70.0 83.3 •70.0 80.1 .70.0 80.0 -0.0 40.0 Ds complying with the Flo" SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. iltlilding Code '•MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 •'MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50,136 A-puulce No 1(0.6 I %U� .•�y I{III; ;/j Revised By: Data Revleiorr C: irDl•n )"o ! /'•��' Miami )ad6 Pi4u71reC nt Revised 8y: Dote: Re0e7on: NOTES: ::•I.i ;rt��; Description: Drown By: 1)USE THESE TABLES FOR WINDOWS INSTALLED THROUGH THE FRAME. �( Itd DESIGN PRESSURE TABLE J ROSOWSKI 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. I• ;; .�: r, 1070 TECHNOLOGY DRIVE Title: Dote. " 1 .,•'•. .- 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 ..r.; (041)-480-160D ON THE TABLE. •`/ • '/r r•- Sede1/Modal: Sc01D: Sheet: Drawing No. Rev: n:[yNH�n11 YbR3lF,EI` ' CERT. 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" .035° .974" J_. .590" .07 .050' .471" .050 ;�347" .355" LLLSSS���III .�2i •590" -FIXED 1" 1.000 F-- BALANCE O6 SASH STOP L�L LIFT RAIL BEVELED BEVELED 14 MEETING RAIL 16 SASH RAIL 17 COVER ,8 SCREW COVER 19 INTERLOCK 20 INTERLOCK COVER INTERLOCK 22 INTERLOCK COVER !'RODUCT REVISED :e:complying wfth do FlW18p :9�ilding Code +lccepinnx No��•0T�9••� 8xpfnrtion.Dsle � Revised W. Date: Revislon: B .316" 864" r .300' ,��.:(a'f.�.....,;;v//i,.•!1 Minml adcProduel'Con .175" .<u .• ,EA!';.c •. Revised By: Data: Revision .754" .750' I �J ^!r .035° --�� .026" -�-�+-� /; ® Desedptlon: Drown By: O LAMI IG O EXTRUDED I O ROLLED _ GL 6 1411(y '• WINDOW EXTRUSIONS J ROSOWSKI 72 BEADING 81 SCREEN FRAME SCREEN FRAME I '•`' Data: ��' '., "r:� 1070 TECHNOLOGY DRNE Rtle: N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 " "';'`• (941)-480-1600 ''�•'� Serlea/Model: Score: Sheet: Drawing No. Rev. "A(LYtiwMal P.E• CERT. OF AUTH. {29296 SH-5500 NTS 1 11 OF 13 MD-SH5500-01 A P.E.#68705 TABLE 12: TABLE 12,CONT.: SILICONE STRUCT#OA ELT BUTYL BIII of Material BIII of Material,cont # Part# Description Material # Part# Description Material STRUCTURAL SILI p 1/4"NOM. 3116"NOM. 1 620101 Sing a Hung Frame sad& mbs-J-C arms PC 5 720197 Au(o Lock Mechan sm C Steel POLYISOBUTYLEN 2 620102 Single Hung Frame Head&Jambs-Flange PVC 46 720198&9 Sweep Lock Cest enc WITH DESICCANT DESIC 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 720195&6 Auto Lock Cover Assembly Cast Tine EXT.GLASS EXT.GLA 4 620104 Single Hung Frame Head&Jambs-Equal Leg/Box PVC 48 78X118DPTX #6 x 1-118"Ph.FH SDS(Auto and Sweep Lock Screw) SS 5 620105 SH/DH Frame SIII-J-Channel PVC 49 720200 Auto and Sweep Lock Keeper Cast Zinc 6 620106 SFUDH 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 LIR Beveled Tilt Latch Comer Key PVC INT.GLASS GLASS 8 620108 SWOH Frame Sill-Equal Leg/Box PVC 52 1 420182 UR I Pull Rail Till Latch Comer Key PVC 14 620131 Fixed Meeting Rail PVC 531 7634PHFL 1#6 x 3/4"Ph.FH SDS(Comer Key Screw) SS 78 77 KODISPACE SUPER 16 620129 Sash Rall(Sides,Top&Bottom) PVC 54 420183 Tilt Latch PVC 0 4SG TPS SPACER®NXT" 17 620134 Balance Cover PVC 55 420184 Tilt Latch Retainer PVC 18 620133 Sash Stop/Screw Cotler PVC 56 720207 1"Tilt Latch Spring SS 19 620156 Pull Rall Interlock 6005 T5 All 57 420186 Plastic Tilt Latch Finger Pull PVC ALUMINUM 20 620144 Pull Rall Interlock Cover PVC 58 720192 Metal Tilt Latch Finger Pull Cost Zinc REINFORCEMENT POLYISO- DESICCANT FILL AREA 21 620157 Beveled Interlock 6005 T5 All 59 420180 Pivot Bar Bar Comer Key PVC 5116"NOM. 22 620145 Beveled Interlock Cotler PVC 60 720206 PIM Bar SS 5116"NOM, SEAL BUTYL 8 VINT.GLASS LICONE SEAL 23 620150 Light Sash Reinforcement 6063 T6 Al 63 720191 Sash Pull Handle Cast Zlnc DESICCANT ROLL-FORMED 25 620152 HD Sash Reinforcement 6063 T6 All 64 720194 Sash Pull Handle With Latch Assembly Cast Zinc FOAM STAINLESS STEEL 26 620153 Standard Meeting Rail Reinforcement 6005 T5 All 85 7834FPT #8 x 314"Ph.FH SDS(Pull Handle Screw) SS EXT.GLASS 27 620154 HD Meeting Rail Reinforcement 6005 T5 At 66 420188 Bottom Latch Strike Plate Cast Zinc EXT.GLASS 30 61644 Weatherstrip,.187"x.270"Fin Pile 67 7858B #8 x 518"Ph.FH SMS(Strike Plate Screw) SS 31 60300 Weatherstrip,.199'x.30D"Foam Bulb Flex PVC 72 720135 Laml I.G.Bead PVC 32 61719 Weatherstrip,.187"x.220"PolyPlle 74 Backbedding,GE 7700 or Dow 791 Silicone INT.GLASS 33 61825 Weatherstrip Plug,.220"Finseal 75 71646N Setting Block p/8"x 1"x 1/8"),85+/-5 dura. EPDM 35 78X1MTTr #8 x V Ph.PH SDS(Interlock Mounting Screw) 80 1 61012 lExtruded Screen Frame Alum DURASEAL@ XL EDGETM 36 78X3THPX #8 x 3"Ph.PH SMS(Meeting Rail Screw) 410 SS 81 61011 Roll-Formed Screen Frame Alum 7s SPACER 7s SPACER 37 71669SP Meeting Rail Screw Support Plate 6063 T6 All 82 7CKGLB21 Screen Comer Key for Extruded Frame X 4 PVC 38 720210 Weep Hole Cover PVC 83 47042 Screen Comer Key with Pull Ring X 2 PVC 40 720X)000( Constant Force Balance 84 47041 Screen Comer Key without Pull Ring X2 PVC 41 #8 x 314"Ph.FH SMS(Con.Force Balance Screw) SS 85 7CASPM Tension Spring SS 421 Spiral Balance 86 61816C48 Screen Cloth Fiberglass 431 720205 1 Spiral Balance Shoe Nylon 87 61635161814 .140"Screen Spline(Machine/Hand Railed) Vinyl 44 1 78X114FPAX 1#8 x 1-1/4"Ph.FH SMS(Spiral Balance Screw) 4108S Part# Description Material 76 Kommeding 4SG TPS Spacer System See this PRODUCT RrVISED 77 Quanex Super Spacer nXT With Hot Melt Butyl Sheet for D and ns Cam gl Cnat'vtrn lirsrMrtdn ance 1 b-0714.0 78 Quanex Duraseal Spacer Materials p peon Date — r/D2p 79 Cardinal XL Edge Spacer "" RaVI ed By: Oats: Revision: ,•` r;)n' JR 05/05/16 B li REFER E CE TEST REPORTS:FTL•8717,8988 8 8970 .•�•'!,, A)ADDED SPACERS �i'"• Minmi)ndc Plodual Revised try: Dote; Revision: 81 Deacrfptlon: Drown W. BILL OF MATERIAL(BOM) J ROSOWSKI :..,.. W; ,I,:;��' 1070 TECHNOLOGY DRIVE 71tta: Dotal NOTES: .1 /!'r;;,;; ;.._r, ,;'• N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 '.� (941)-480-1600 i( i ; `.:��'•' Sedes/Modek Scare: Sheet: Drowrng No. Rev: 1)PVC BY ROYAL WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. 1A.LYH VjLL'ER P E 2)ITEMS#9-13.16.24,28.29,34,39,61.62,68-71&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. p.�•#58705 CERT, OF AUTH. #28296 SH-5500 NTS 12 OF 13 MD-SH5500-01 I A OPT.SWEEP LOCK O 46 gg 48 OPT.AUTO LOCK 47 18 20 57 OR 58 I 48 O 51 OR 52 i 45 1 � 55 O � i OPT.PULL RAIL � QQQQ i i 22 ! 82 OR B4 19 INTERLOCK 8 I I i I I i _ COVER i t 56 I i i O 87 88 35 OPT. I BEVELED 1 i MITERED FRAME WITH I _I 21 INTERLOCK �'• INTERIOR AND EXTERIOR 15 i I •0 8 COVER I FRAME WELDS I O 18 I 54 72 X4 72 X4 16 53 `' •;' S0 rY 80 OR 81 GE 44 Y•' }!• ESS -------- I J SCREEN P =' 48 ,` 60 OPT.PULL HANDLE ASSEMBLY ` sa WITH LATCH DETAILS CONSTANT FORCE 65 16 82 OR 83 40 BALANCE OR OPT.PULL 40 OR 43 42 43 SPIRAL BALANCE HANDLE 63 67 1 18 MITERED FRAME WITH r SASH INTERIOR AND EXTERIOR 37 ASSEMBLY FRAME WELDS 66 :''-- 36 DETAILS �' ••�' EXTERIOR 53 6 L�> \` —_•AACFIES TO BgWN 6 53 ` c°uoDucr Iaavls6u - - = '__•------�� ` rcccpm pn`� ---- 7n16-OIf4 de.1 FRAME , Revised W. Date:____ Revision: Il<Pim inn ale ;2020 ASSEMBLY y .!��:'. D4inm')ndc lhWhaa Cbm:m� ' DETAILS \ Revised Br Date: R-Wan: v ® Description: Drawn By: EXTERIOR 6 _ EXPLODED ASSEMBLY J ROSOWSKI NOTES: '' I I I. �'v +;'•'�1' - 1070 TECHNOLOGY DRIVE Vile, Date: 1)SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. ..( ;.;�;:.,Vj, N, VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 2)J-CHANNEL FRAME SHOWN,PARTS$1 8 5.OTHER FRAME TYPES APPLY. ''ri'.�';.�}., , `: (941)-480-1600 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 8 8 7. w,' ' �� Sertes/Modal: Scale: Sheet: Drawlaq No. Rev: AIQYNNMILLI:I2,P.E. 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. P.E.N 68705 CERT. OF AUTH. #29296 SH-5500 NTS 13 OF 13 M D-SH5500-01 A