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HomeMy WebLinkAboutProduct Approval r t RECEIVED NOV 14 2016 MIAMI. MIAMI DADE COUNTY o 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(A J). 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 AI-1J 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,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Section Approval stamp with the Notice of Acceptance number and approval 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 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. NOA No.15-0519.05 MlartFnane eouHrr Expiration Date: July 30,2020 �ffayjalylvl7 f Approval Date: July 30,2015 Page 1 i i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-SH5500-01 titled"Single Hung Window Installation- LM", sheets 1 through 13 of 13, dated 05/15/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. 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. 2. 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. C. CALCULATIONS 1. AnchorIverification calculations and stiuctural analysis,complying with FISC-51n Edition (2014),dated 05/15/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). i I _.__ Manuel a ez,P.E. Product ContrcQAxaminer NOA No.15-0519-05 Expiration Date: July 30,2020 Approval Date: July 30,2015 E-1 I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(commuw) 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 boor Profiles, Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15,expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010 and FBC-51b Edition (2014),dated May 15,2015,issued by manufacturer,signed and sealed by Anthony Lynn Mij Iter,P.E. 2. Statement letter of no financial interest,dated May 15,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 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. G. OTHERS 1. None. i Manuel er z,P.E. Product Contrminer NOA No.15-0519.05 Expiration Date: July 30,2020 Approval Date: July 30,2015 E-2 t ANCHORAGE EXAMPLE FOR 20.118'MAX O.C. 21-5/8' �� ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING RADIUS-TOPA. 64'MAX.BUCK WIDTH MAX.O.C. FOR ARCH•T0. VARIES PER REINFORCEMENT LARGE 8 SMALL MISSILE HEADER(SIM. 12'MAX.FROM HEADER(SIM.FOR ALL LEVEL,SEE SHEETS 6.7 IMPACT RESISTANT FORALL FRAME SEAM _� 30' 12'MAX. / WINDOW TYPES) B,SEE _ MAX.O.C. WINDOWTYPES) '� SHEETS / --��{{ 52-IIW MAX BUCK WIDTH _ __ 10'MAX.FROM I-.� SEE SHEETS �r 1.1/4' B,SEE -30'MAX.O.C. 12'MAX SHEETSA SEE FIXED VISIBLE 1Y / FRAME SEAR? D.SEE I 88.9 I 1j SHEET3 LIGHT WIDTH SHEETO _ B.SEE 30'MAX.O.C.+ 12'�, C,SEE '� T A,SEE — 12' SHEET3_ 1 _ i SHEET 3 FIXED - SHEET 4 / EQUALLY VISIBLE S ACED / LIGHT 17-718 MAX.O.C. SHEET3 EQUALLY 17-718'MAX.O.C. ANCHOR6 PER �L SPACED / �_ TABLES ER /HEIGHT �_ EQUALLY / / ANCHORSPER 81.78' SPACED 17-718"MAX.O.C. TABLES 9.11 I MAX. ANCHORS PER B4' 0 84_ 0 BUCK TABLES 941 62' 0 BUCK -- �- -- MAX. -_- -- -— --- --_�— HEIGHT—- - _ _ MAX HEIGHT - --- IS K X 10'MAX.O.C. BUCK X 10'MAX.O.C. X ^ 10'MAX.O.C. HEIGHT — AS SHOWN 4 — 4 if I x Q (MAX.)1 AX.) ---- SASH 13.314'MAX.O.C. EQUALLY / 13-314'MAX.O.C. '-'--'/--.--'-' - EQUALLY 13.3!4'MAX.O.C. EQUALLY VISIBLE SPACED SEE , SPACED _L SPACED _L JJJ 1 AN PER ANCHORS PER LIGHT ANCHORS PER SHEETS TABLES&11 A I TABLES 8-11 HEIGHT A I TABLES&11 Ito I 869 C 8.1112-MAX. \6-i1/T MAX 8.11112'MAX. NO ANCHORSATSILL - NO ANCHORS AT SILL ISEE J NO ANCHORS ATSIL SEESILL WEEP- NOTCH DE AIIS, SASH VISIBLE NOTCH DETSILL AILS, 54'MAX•BUCK WIDTH -►��NOTCH DESEE SILL TAILS, 8, NOTCH DETAILS, SEE SILL WEEP SHEET3 LIGHT WIDTH SHEET3 SHEET3 SHEET4 ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEL/PROVIEW CONFIGURATION SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN 75'HEIGHT SEETABLES 7-11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW 1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 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. 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 GENERAL NOTES.........................I CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. ELEVATIONS................................1 4)ALL WOOD BUCKS LESS THAN 1.1/2'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.lX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE.WOOD BUCKS FRAME,GLASS 8 ANCHOR DEPICTED AS 2X ARE 1-112'THICK OR GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN OPTIONS.............................2 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). INSTALLATION,FLANGE 8 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 EQUAL LEGIBOX................3 SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. INSTALLATION,INTEGRAL FIN 0)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. 8 J-CHANNEL....-................4 7)DESIGN PRESSURES: GLAZING DETAILS........................6 A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL 8 CYCLE TESTING AND GLASS PER ASTM E1300. DESIGN PRESSURES...................6-7 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL 8 CYCLE TESTING AND GLASS PER ASTM E1300. ANCHOR QUANTITIES.................8-10 6)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33.1/390 STRESS INCREASE HAS NOT BEEN USED IN EXTRUSION PROFILES................11 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 WITH OTHER DISSIMILAR MATERIALS ASSEMBLY S PARTS LIST...........12-131 SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BYTHE AUTHORITY HAVING JURISDICTION. ♦pprorcd m complylag,vilh rh+ 10)REFERENCES:TEST REPORTS FTL-7964 6 7808;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCOAGGRE•GATOR NOA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE 8 BRONZE/LIGHTER SHADES OF Florida quituou Code CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS 8 ALUMINUM DESIGN MANVAU,, Dale 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. %0— // RaWsod By: Date: RaWalon: NOA/J ��A(LYNN Af/�!'���i M171+m1 a eProduuC USER INSTRUCTIONS: {��,•''410ENSF '.FP _1 Revised By: Orta: Revialon: 0Y V 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. � Q'' ••.'/( 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. %� N0-58705 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN : Fff. Description. Drown By: PRESSURE FROM TABLES 4.8.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW GENERAL NOTES&ELEVATION J ROSOWSKI OPENING OBTAINED IN STEP 1. 8'IS •lt/ 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 8.11.VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR c�,7E F ;'•W 1070 TECHNOLOGY DRIVE title: Data! YOUR OPENING'S CONDITION FROM TABLES 2OR3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEETSETAREMET. ''p(�•''•. FLORIOP,•'���: N. VENICE,FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 6)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. �i ��ir�SrslCDNAJ (941)-480-1600 Sar/ea/AfodeL• SrnN: Sheet: Drawing No. Rer. NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, /: ` INTEGRAL FIN OR EQUALLEG/BOX). A.rLYNNMiLLE�f7,P.E. CERT. OF AUTH. /29296 SH-5500 NTS 1 OF 13 MD-SH5500-01 P,EJI 68706 TABLE 1:ALLOWABLE GLASS TYPES Frame Glen Frame Frame Glass Description(Listed from Exterior to Interior) Design Pressure Types Options Contigs, Shapes Installation Options that may be used Type Tables ShoatN PLa Laminated I.G.:1/6'A Extortor Cap 7/18'Air Space+5/16•Laminated;(2)Ules of 1/8'A Glass with.080'PVB Inledeyer 4,5 6 tees Fig B) (see Table 1) (see Fig A) (tee Fig C) 'Laminated I.G.:118'T ExtedorCep+7118"Air Space+5/16'Laminated;(2)Utea of 118'A Glass wllh,0130'PVB Intedayer 4,6 6 ....Into 2X Wood Freme/Buckstdp-sheet 3,option 1 Equal-Ute, 3quare/Rect., 'Laminated I.O.:311W A Exterior Cap 318'Alr Space+6/16'Laminated;(2)Lhea of 1/8'A Glass with.w PVB Intedayer 4 6 6 Fly 5-16 Odel/Provlew Arch Top 8 Through fl�vAndoothew ma....into Concrete/CMU-sheat 3,op0on 2 Laminated I.O.:3/16"TExtedorCep+318'AlrSpace+5118"Laminated;(2)Ulee of1/B"A Glass with.ow PVB Intedayer 4,6 6 ) &Cottage RectusTop through 1XBuckatdp Into ConcrelelCMU-sheat 3,option 3 'Laminated I.G.:1/8"A Exterior Cap+7116'Air Space+6/18'Laminated;(2)Utes of 1/8'H Glass with.080'SG Intedayer 7 7 Into Metal-sheet 3,option 4 'Laminated I,G.:118"T Exterior Cap+7/1W Air Space+5/1W Laminated;(2)Liles of 1/8'H Glass with.090'SG Inledeyer 7 7 ....Into 2X Wood Frame/Sucksldp-sheet 3,option 1 Box/ Equaldlte, Square/Rect.,'Laminated I.G.:3/16'A Exterior Cap+318'Air Space+SHB'Laminated;(2)Utes of 118'H Glass wllh.080'SO Intedayer 7 7 Through the frame ....into Conerete/CMU-eheel3,option 2 Equ#4) 5-18 Od Cottag w ArchTop& olthe „through 1XBuckstdp Into Concrele/CMU-sheet 3,option 3 'Laminated I.O.:3/18'T Exterior Cap+318'Alr Space+6118'Laminated;(2)Ulae of 1/8'H Gissa with.080'SO Inledeyer 7 7 (}{q) 8:Cottage RedluaTop ""''Lemineled I.O.:118'A Exlertor Cep+5/16'Air Space+7/tf3'Lamineted;(2)Ulee o}3/1B'A Olaes wlh.090'SO Inledeyer g 7 Into Metal-sheet 3,op9on 4 'Laminated I.G:118'T Exterior Cap+5/16'Air Space+7116'Laminated;(2)Was of 3/18"A Glass vAlh.090'SG Intedayer 8 7 Through the Into 2XWood Frame/Bucketdp•sheet 4,option 5 'Lem lnated.l.G.:-3L78_A Extedor-Cap i 114'Air Space+7H6'_Leminated;(2)Lltes of 3118'A Glase w4h.090`50lntedeyor 7 7 J Channel Equal-Lite, -Arch-Squaraop&-Integral in Into Meld-sheet 4,option 7 - 5.8—Odel/Protlew_Arch Top&-_----- _— 18 718'Laminated I.G.:3/1B'T Exterior Cap+1/4'Alr Space+7/1W Laminated;(2)Lltes of 3/18'A Giese Wlh.090'SG Intedayer 7 7 (#1) 8 Cottage Radius-Top Through the frame Into 2X Wood Freme/Buckstdp=aheet-4,-opli B of the window...... ,...Into Metal-sheet 4,option 8 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES 5,7,9.11.13 Through the ....Into 2X Wood Frame/Bucketdp-sheet 4,option 5 815 MAY NOT BE USED IN Equal-Ute, Squsre/Rect.,Integral In...... ,,,,Into Metal-sheet 4, lion 7 Min.Edge Mln, Integral Fin option Group Anchor Substrate Distance Embedment THEHVHzABOVE30'. (43) 6-8 OdeUProNew Arch-Top p Through the frame ...,Into 2X Wood Freme/Buckstdp-sheet 4,option &College Redms Top P.T.Soulhem Pine G= . 116" of the window...... Into Metal•shout 4,option B 1110 SMS Steel,A36+ 3/8" 0.050° (steel,18.8 S.S. 'MIN.OF 3 THREADS 'A=ANNEALED or 410 S.S.) Steel Stud,A653 Gr.331 318" 0.0451"(18 Ga.) BEYOND THE METAL FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES •H"=HEAT STRENGTHENED A Aluminum,6083.75' 318" 0.050" SUBSTRATE.FOR T=TEMPERED P.T.Southern Pine(SG=0.55) 7116' 1.316° STEELSTUDS, la 'PVB'=.080'BUTACITE®PVB MIN.Fu-45 KSI& �j / BY KURARAY AMERICA,INC. 3/16"steel Ultracon Concrete(min.285 kel) 1" 1-3/8° MIN.Fy=33 KSI. Y� Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" Y 2 6 a g -SG'=.090'SENTRYGLAS® P.T.Southam Pine(513=0.55) 9116° 1-3/8" "UNGROUTED CMU' INTERLAYER BY KURARAY #12 SMSSteel,A36' 3/8' 0.050' VALUES MAYBE BOX OR AMERICA,INC. 8.6 B (steel,1S.S. USED FOR GROUTED / FLANGE EQUAL- Steel Stud,A653 Gr.33• 318" 0.0451"(18 Ga.) CMU APPLICATIONS. LEG PVB AND SG INTERLAYERS MAY or 410 S.S.) Aluminum,6063.75' 318" 0.083" ALSO BE MANUFACTURED BY EQUAL•LrrE ORIEL COTTAGE KURARAY AMERICA,INC. 1/4"steel Ultracon Concrete(min.2.85 ksi) 1" 1-3/4" C Ungrouted CMU,(ASTM C-90) 2-1/2' 1-1/4" FIGURE C:FRAME SHAPES 114'steel Creteftex Concrete(min.3.35 kal) 1" 13/4' +I BUCK WIDTH BUCK WIDTH(——°-I BUCK WIDTH 1/41 steel Ultracon Concrete(min.2.85 Kell 2-112" 1314" I r.//. 1/4'steel Ultracon P.T.Southern Pine(SG=0.55) 1" 13/8" ,! /Trp 1 g 3114'steel Crelellex Concrete(min.3.35 ksl) 2-1/2° 1314' t7 mINTEGRAL Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" _ _ s J-CHANNEL FIN D 1/4"steel Creleflex G M P.T.Southern Pine(SO=0.55) 1" 31 18" 114"steel Aggre-Gator Concrete(min.3.275 kel) 1-1/2" 1-318" z P.1—r .Sutham Plne SG=0.55 1° J 1/4'steel Aggro Gator Grouted CMU, ASTM C-90) 2" 2' ( RECTANGULAR RADIUS-TOP ARCH-TOP cc TABLE 3:ALLOWABLE ANCHORS THROUGH E INTEGRAL FlN WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY 4ppmved s"complying whb W+ BE USED BY INSCRIBING THE SHAPE INA BLOCK AND OBTAINING Florida it AgC GroupAnchor Substrate Min.Edge Min. DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM DAte Distance Embedmonl' THE TABLES ON SHEETS 8.10. I I NOAe E 2-112°x.131"Common Nall P.T.Southern Pine(SG-.65) 318" 2.7116• `�.�N(LYNN M/� i, Rw3ud ey Ootr. ReNelonr ml Prole n 2-112'Ring-shank Roofing Nall P.T.Southam Pine(SG-.55) 3/8° 2-7/18' \ ��.• pENS@''•. P '�� �• P.T.Southam Pine(SG-.55) 112' 1.3/8' = Q4 . ReNssd By. Dors ReHe3on: N10 Trusehead SMS Aluminum,6063-T6• 3/8' 0.050' ;yr No,58105 (steel,0 S.S.S. Steal Stud,Or.33' 318" 0.0451"(18 Ga.) - j, ; !Y_ ® 0ssedpUon: Drown W. oralos.s.) 'MIN.OF3 - ((> ^1 S w; GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI F Steel,A36' 318" 0.050° THREADS BEYOND -1-13 '• r g�) W P.T.Southern Pine(SG=.55) 9/18' 1.318" THE METAL Q ST TE F _ 1070 TECHNOLOGY DRIVE PW: Dots p12SMs Aluminum,083.76• 318" 0,063' SUBSTRATE.FOR '�U�.'...tLoa��P''�0,: N.VFNICE, FL 34276 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (steel,0 S.S.S. Steel Stud,Or.33• 318' 0.050' STEEL STUDS, '�,F ""' ` a 410 S.S.) MIN.Fu=46KSI 8 �rS`SIONA�- �� (941)-480-1800 Serbs Steel,A38• 318' 0.050° MIN.Fy=33 KSI. A.LWIJ MII'I)A,P.E. fie% Shoot; rkewlnp No. Rev. P.E.aseTos CERT.OF Aures. /28288 SH-5500 NTS 2 OF 13 MD-SH5500-01 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/SOX 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 I EDGE DISTANCE SEE NOTE 2,THIS SHEET. EMBEDMENT ANCHOREDTHROUGH EMBEDMENT FRAME INTO 2X WOOD 1/4'MAX SHIM 16 1/4'MAX SHIM —�I (+-- FRAME OR BUCKSTRIP. -7— SEE NOTE 2,THIS SHEET. EMBEDMENT T , ,. 1B LIGHT WIDTH SASH VISIBLE 17 EDGE EDGE �n-7G� - DISTANCE FLANGE FRAME N5 DISTANCE °,i U ,--_� a +••• SHOWN 44 'BALANCE L1/4'MAX TYPE VARIES o - TYP.ANCHOR SHIM TYP.ANCHOR TYPE, 42 WITH SASH TYPE, 2EMBEDMENT AND •. RD^ WEIGHT 54 EMBEDMENT ANCHOR TYPE, EDGE IILJ+I �f 30 AND EDGE EMBEDMENT AND EDGE DISTANCE PER . 31 DISTANCE PER �� - - — -- -DISTANCE PER-SUBSTRATE, Q - - — -- " - '-"- '—EDGE—SUBSTRATE.—-—— O SEE TABLE 2,SHEET 2. SUBSTRATE, SEE TABLE DISTANCE SEE TABLE 2, 18 E 2,SHEET 2. JI�nn�III EXTERIOR 87 .. SHEET 2. FIXED VISIBLE 4 FIXED 19 201 OPT.SASH TOP FLANGE LIGHT WIDTH I EQUAL VISIBLE J LIFT RAIL FRAME I 2 _LEGIBOX NOTES: LIGHT SHOWN BUCK WIDTH FRAME FOR ALL WINDOWS: HEIGHT 1 ANCHOR @ 3.65" HORIZONTAL SECTION A-A SHOWN 49 48 FROM END AND AT 1)USE ONLY O 21 CENTER. SUBSTRATE-APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, 72OVER 38'WIDE: SHEET 2.FOLLOW EMBEDMENT AND DADE APPROVED MULLION,POO COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 0 ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL,SEE SUBSTRATE PROPERTIES TABLE 2,SHEET 2. 45 46 47 O SCREWS3!8" INSTALLATION OPTION BEU ED ON ANY SIDE OF THE MAY 14 35 FROM END.D. FOR WINDOWS WITH WINDOW. 1!4'MAX. _ BOTTOM LOOKS: SHIM #110 OR 012 STEEL BUCK 50 0 18 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLING SHIM HEIGHT SCREWS(x18.3/8' USED INTO WOOD AS PER TABLE 2, SMS(GS),SEE 85 FROM END. SHEET 2.ALL WOOD BUCKS LESS TABLE 2, D� 30 THAN 1-1/2'THICK ARE TO BE SHEET 2. SASH CONSIDERED IX INSTALLATIONS.IX 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 85 LATCH OR (WHEN USED)SHALL BE DESIGNED L� (2)1" 81 30 04 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE a EQUAL Q INTERIOR 31 TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME LEGIBOX nn NOTCHES AT 80 FROM ASEP LOCATION:6-51W END. RESPONSIBILITY OF THEON IS THE ENGINEER SHOWN D�o SOWN EACH END. OR ARCHITECT OF RECORD. EXTERIOR 8 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATIONr) INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION 4 V OPTION 4 87 OPENING)IS MEASURED FROM Approved as exwp171ag a11h Ihs 1/4'MAXSHIM BEADING TO BEADING. ANCHOREDTHROUGH ANCHOREDTHROUGH Florlde ddag EQUAL•LEG/80X FRAME INTO METAL FRAME INTO METAL FRAME SHOWN � /1111111 Dote. . o Revised By: Gate: Revkbn: A I \`\�� �NY LYNN M1 I de Pe au 27"X125' . I,\CONS'• F B NO ANCHORS Q•;'• @ •'•.'P WEEPHOLE REQUIRED IN VISIBLE LIGHT FORMULAS 74: 4 Revipd sr Dote: Revlafon: W/COVER ° FLANGE OR - No.50705 2.87"FROM 38 '• �• EQUAL-LEG WIDTH EACH END. FRAME SILLS @SASH:BUCK WIDTH•8.1/2" _ ® Deacrlpllon: Drawn By: ®FIXED LITE:BUCK WIDTH-4.3/6• :p•'•.� ►S ;'� :� FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI HEIGHT(EQUAL-LITE) %U'��'•. F/A C r 1w` 1070 TECHNOLOGY DRIVE TRIe: Doti VERTICAL SECTION B-B BUCKHEIGHT12.3.16/18' , 64 ..�ORIUA.•''%G\;� N. VENICE, FL a427s SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 "';is�UNAI.110,01 (941)-480-1600 SerleslMode1: Scots: Slmot: Dvwlrp No. Rav: A.L{'1JI��IILLER,P.E. CERT. OF AUTH. /29288 SH-5500 NTS 3 OF 13 MD-SH5500-01 P,EJ166706 INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT WOOD FRAME OR BUCKSTRIP.SEE INTO 2X WOOD FRAME OR �— EDGE DISTANCE ANCHORED THROUGH INTEGRAL I-- EMBEDMENT -� NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. FIN INTO 2X WOOD FRAME OR 114'MAX SHIM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 16 1/4'MAX SHIM SHEET. TYP.ANCHOR TYPE, SASH VISIBLE L J-CHANNEL EMBEDMENTAND EDGE D� 18 LIGHT WIDTH I_o 17_ a FRAME 1 DISTANCE PER SUBSTRATE, SHOWN .T- SEE TABLE 2,SHEET 2. - --� c (SCREW SHOWN) 44 BALANCE EMBEDMENT TYPE VARIES - - -- O bL�U� 1/4'MAX SHIM 42 WITH SASH TYP.ANCHOR TYPE, EDGE WEIGHT 300 —- --1- -----�------ DISTANCE - - - _ __ lt.J EMBEDMENT AND EDGE-- (� DISTANCE PER SUBSTRATE, ,�_ �-I a O I I SEE TABLE 3,SHEET 2. CJD 0 I� EXTERIOR TYP.ANCHOR TYPE, 16 (NAIL SHOWN) 67 INTEGRAL EMBEDMENT AND EDGE T— DISTANCE PER SUBSTRATE, 0 FIXED VISIBLE 18 —►� FRAME SEE TABLE 3.NSHEET2. FIXED 20 OPT.SASH TOP LIGHT WIDTH VISIBLE LIFT RAIL J FHR�MIE L 1 SHOWN (NAIL SHOWN) LIGHT I FOR ALL WINDOWS: NOTES: SHOWN HEIGHT 1 ANCHOR @ 3.55' BUCK WIDTH 49 48 FROM ENO AND AT 1)USEONLY HORIZONTAL SECTION C-C Q 21 CENTER. SUBSTRATE-APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 72 OVER 38"WIDE: OF SHEET 2.FOLLOW EMBEDMENT DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 0 AND EDGE DISTANCE LIMITS.ANY 1/4"MAX. _ ADD ADDITIONAL SHIM —�{ MAYBE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES.TABLES 2 8 3 SHEET 2. 46 46 47 SCREWS @18.318' INSTALLATION OPTION SHOWN MAY 14 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 0 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLING I SHIM SCREWS @ 8318' USED INTO WOOD AS PER TABLE 2, SMS(G6),SEE 85 �— FROM END. SHEET 2.ALL WOOD BUCKS LESS TABLES 2&3, []G� 30 THAN 1-1/2'THICK ARE TO BE SHEET 2. D SASH CONSIDERED 1X INSTALLATIONS. EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHT USE EITHER UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS LATCH(SHOWN) DEPICTED AS 2X ARE 1-12'THICK �_ 16 OR BOTTOM OR GREATER.IX AND 2X BUCKS 85 OPT. 86 LOCK(SHEET 3). Q Q (2)1' 61 30 63 TESTED UNIT TO DESIGNED PROPERLY TRANSFER LOADSEN USED)SHALL BE IN AND/OR INTERIOR 31 LOCATION:6.5/8' TO THE STRUCTURE.WOOD BUCK FLANGE REMOVED WEEP FROM SASH END. DESIGN AND INSTALLATION IS THE IN-FIELD NOTCHESAT 80 RESPONSIBILITY OF THE ENGINEER INTEGRALFIN D o o EACH END. NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN REQUIRED IN FRAME EXTERIOR INSTALLATION 7 SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 15OPTION 8 OPENING)IS MEASURED FROM ANCHORED THROUGH FRAME INTO METAL F4ppmveddttom lY.awllhrD: INTEGRAL FIN I/4"MAX ANCHORED THROUGH INTEGRAL FINIFLANGE REMOVED Florida uld ag c r BEADING TO BEADING. FRAME SHOWN �(�(�� SHIM 111 I I I I f I I l�] INTEGRAL FIN INTO METAL ( ) NOAH. te 27'X 1.26'WEEPHOLE �`�\��`pe ,...., , ReWsed By: Dote: Revision: eml D c Prodatt OWICOVER@2.67° +�F�,•' 1lCENSF '•,Fp '� BY.- 3BFROM EACH END. �— VISIBLE LIGHT FORMULAS sk •'•3t= Ravfsad BY: Dote: ReWslon: No.58705 TYP.ANCHOR 7YPE, �— EDGE DISTANCE = EMBEDMENT AND EDGE WIDTH Dmwn By: DISTANCE PER SUBSTRATE, @SASH:BUCK WIDTH-6-I/2' =-0 � 7 p s LKry ® Deserfpllon: SEE TABLE 3,SHEET 2. �EMBEDMENT @FIXED LITE:BUCKWIDTH•4.318' %�)'•• S O I :'.(Cl, J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) Q TAi•OF j HEIGHT(EOUAL-LITE) OK"''•."LONIOP,.•' ���� 1070 TECHNOLOGY DRIVE Btle: Date. INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK HEIGHT/2-3.16116' '' S'S `�� ` N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ANCHORED THROUGH INTEGRAL FIN ���i�l�ONAL`E;,`` (941)-480-1600 Shee(: Dmr( INTO 2X WOOD FRAME TE BUCK- I I I 1 Swi"Iillodof: Scale: nV No. Rev: i STRIP.SEE NOTE 2,THIS SHEET. A.LYNN MILLER,P.E. CERT. OF RUTH. )Y2B2BB SH-6500 NTS 4 OF 13 MD-SH5500-01 P.E.q 68705 716'NOM. 718'NO 718'N7/8"N 7/8'NOM. 5/16"A/A PVB 5116"A/A PVB 5/16"A/A PVB 5/16"A/A PVB I 5/16"H/H SG 7/16"AIR SPACE 7/16"AIR SPACE 318"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 GI EXTERIOR a EXTERIOR a EXTERIOR < ]EXTERIOR a EXTERIOR DURASEAL, DURASEAL, DURASEAL, DURASEAL, DURASEAL, SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER GLASS TYPE 5 GLASS-TYPE-6-----__ - __- --GLASS TYPE 7- --GLASS-TYPE-8--- GLASS-TYPE-9- 7/8' LASSTYP_E_9 7/8'NO -+{ 718'NOM, 718"N -+{ 7/8'NO7/8'NOM. 5/16"H/H SG I 5/16"H/H SG I 5/18"H/H S 3 I 7/16"A/A SG I I 7/16"A/A SG 7/18"AIR SPACE 3W AIR SPACE 318"AIR SPACE 5/16"AIR SPACE 5/16"AIR SPACE 118"T GLASS 3/16"A GLASS 3/16"T GLASS 1/8"A GLASS 1/8"T GLASS �]EXTERIOR a EXTERIOR <D EXTERIOR a EXTERIOR a EXTERIOR DURASEAL, DURASEAL, DURASEAL, DURASEAL, DURASEAL, SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR—[MSUPERSPACER OR CARDINAL SPACER CARDINAL SPACER VN CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 718•NOM. 718'NOM. 7/18"A/A SG 7/16"A/A SG *11=10 rNOM.GLASS GLASS TYPES 9 THROUGH 1/4"AIRSPACE 1/4"AIR SPACE 78 OR 77 OR 78TE TYP. '16 MAY NOT BE USED 3/16"A GLASS 3/16"T GLASS WITH J•CHANNEL OR 72 •INTEGRAL FIN FRAMES a EXTERIORII, a EXTERIOR GLASS apes 5,7.8.11,13 kill, DURASEAL, DURASEAL, 31 ' a 16 MAY NOT BE USED IN SUPERSPACER OR SUPERSPACER OR EXTERIOR THE HVHZ ABOVE 30'. CARDINAL SPACER CARDINAL SPACER 4ppravej as eomplylae allh rh. a GLASS TYPE 15 GLASS TYPE 16 ,6lorld� of ingC .4)ate \1111111 ,NO- 38 \\\\\O LYNN yi� Ravlaed 8y Data: Revielon: M I U e ProdaeY �t�N\\GENSF��FP MxAlot :• Ravlsad By: Dale: Revision: tip' N0,58705 GLAZING NOTES: ANNEALED /�j - ® DeaM011onr Drown W. TYP. GLAZING DETAIL •H•=HEATSTRENGTHENED ^"0 $�s GLAZING DETAILS J ROSOWSKI TATE 090RBUTACITEOPYB BY KURARAY AMERICA,INC. :?O S.A E `�;� 1070 TECHNOLOGY DRIVE MW Date1 'SG'=.090'SENTRYGLAS®BYKURARAYAMERICA,INC. ��`•' F�ORIOP•''G�` N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. vSisl��II 1„�? (941)-480-1600 Serles/Model: Scale: Sheol: Drowlnp No, Ray. A.LYtjfS UILLER,P.E. CERT. OF AUTH. #29296 SH-5500 NTS 5 OF 13 MD-SH5500-01 REX 58705 TABLE 4: T BLE 5: TABLE 9: of■nTyp.. DS■19n Pro66uro,lbeffll 6I.per• Bohn Bmh s.en Hoot Boston Pree.uro,O161Rx alar ryp.. D0el9n Proeeuto,Nell/' 0,8,76! R.InL L.NI Orad{Ikn Repo pn) Bw vxan l,7i8 +1.50.9 ID MOAan Repo 1015 52225 +95.01-70.0 R.I.I.l..wl 23.5 Egdsl. 17501 +0610 •70A •6510 -70.0 R.IOL L.MI Rt FarmDwbd-6...h.4n BI.dud C.1tpe I15t7.16070 .6510 •70.0 .60 -70.0 R2 FO7NV.11doxf5d.n0.ixea SEE TABLE 9,SHEET 8 FOR 25 E9.14l. tlbm-11216 .654 •100 -mm -Me SEE TABLE 10,SHEET 8 FOR ANCHOR GROUP AND QUANTITY. Stmdua Pone., 11277-11.582 406.0 •7010 .69.0 •70A ANCHOR GROUP AND QUANTITY. T■bA 23.517.25206 .060 -MO -85A •7010 Bwndad Cd.0 20.050-23215 .55.0 •700 .050 .70.0 37.375 Eq.Rn. 17.517.20.957 165.0 -70A .06.0 •700 0 61KmdPodwv 11211.17215 .05.0 •7010 .BSD •70.0 SIMa.I 11.97/-11210 .05.0 •TO.o .65D •7010 Thum 27203.31.911 .65.0 •70.0 .06.0 •70.0 CwtaO six. 20617.27.502 +05.0 •700 465.9 -709 SWwal Cattap. 23517.20510 +65.0 •10.0 •05.0 -Too HEADER - -- - -- -HEADER -- _-.-___--_ -- --44--Ego07d.--X 20617.23.610..es.0. 70.0_ !65.0_ -- 23 Slwavd Pmdwv 17.517-20218 .e5A •7010 -030 -70A 23- -- - -- Cmlan6tra . 14517.11.616 .5510 -7010 .6510 •70.0 BLOW 11.377.11618 .06.0 •70A 165.0 •70.0 e Taunt 31.503.35.011 .85.0 •700 +06.0 •70.0 0 smbrdCdtape 2B21T-31203 +05.0 •70.0 .06.0 .7010 0 (I Egad15. 20217.20.815 .56.0 •700 .65.0 •700 MEETING RAIL o O MEETING RAIL e M Bl.gadPrwlwv 11211.20216 .85.0 •70.0 .03.0 -70.0 25 001W 81r 11.511.11.515 105.0 •7010 .06.0 -7010 27 e Cw1an 61. 12.617.11.510 .0310 -70.0 .65.0 -709 EXTERIOR BMdrl 11377.12210 405.0 •700 +WA -70.0 E7RERWR ,J1 0 D g Tow 33.208.31238 .85.0 •TOA .OSA •70.0 J\/L a O v 23 i$ s<wado.e.po 2e.5VmMW +55.0 -70.0 IWA •70.0 23 JAMB Epo14U 23.517-25215 .1154 •7010 1180 .7010 JAMB Cu.lom 81. 20.517.23216 .06.0 4010 .6510 •70.0 1:x1ERron SASH 1&RS s1.k.N PvAw. 17.617-10215 +65.0 •70.0 .65.0 .70.0 SASH a HEIGHT Cwtan 64. 1217.11.616 .BSA •70A +6510 -70.0 ter' HEIGHT Cwtm SIN 12617.IC510 153.0 •70.0 465.0 -70A 61.er1 11.377-12.510 465,0 •70.0 465.0 -70.0 Q T■ta.t MA17.41AU +MO -70.0 .0.5.0 -760 O 23 w.W dC.C.2. 3L5n-ab10 +65.0 •760 +064 -75.0 23 Eq.WS. 25217.31.510 .65.0 •700 .65.0 -70.0 1� SILL O 61nd.d Pfm4mw 27.517.26510 +5510 •70.0 46510 •70A SILL O 02 C w Bus 20.511.23.510 465.0 -70.0 .OSA •70.0 Cwbm Glx. 17.617.27.({10 +640 -7010 .56.0 -7010 Cwtae 8lx. 11217.11.618 165.0 •7010 .06.0 41.1 C.U.Be. 13017.11.510 .66.0 -7010 +660 ".3 film../ 11.861-13Als .OSA -705 .6510 :95 c Isom 30.617-MAN .05.0 •70.0 +06.0 .70.0 c QAto 6tra 2.5.817.30210 .65.0 •70.0 4654 -7010 Eq.;4h. 35.617.38216 +06.0 •70.0 +655 •70.0 SECTION DETAIL FOR WINDOWS WITH 75 Cwlometr. 92617.35.5/0 465.0 •70.5 .85.0 -rob SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT&GLASS TYPES 5,6,7&8 SlodWPMAW 29217-32210 .65.0 •70.0 465.0 .70.0 LEVEL R2 REINFORCEMENT&GLASS TYPES 5,6,7&8 REINFORCEMENTS SHOWN IN FIGURES ABOVE cutwolr 20.517.29.016 1555 .70.0 .65.0 •672 (REINFORCEMENTS SHOWN IN FIGURES ABOVE ( 66oda.1 25219.26.510 +56A •70.0 .65.0 mS APPLY TO ALL FRAME TYPES 8 Eq m.- 35.517.41.ON .55.0 •1010 .65.0 •7010 APPLY 70 ALL FRAME TYPES 8 CONFIGURATIONS) CONFIGURATIONS) 61 Cwtom a@. 35.617.36510 16A •70.0 .d4o a7.3 IPProvlA 85 minplylRg x101fh. MNL 37215.39.618 106.0 •70.0 +65.0 10.6 FNrld9 1111DngC ! 01.76 T■0.p 41.611 ...0 •n.0 +BSA 105 D■10 SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. NOAH \\51 I fns, Revfaed Dy: Date: Revflfom IND■mID.de ProduG LYNN ��•,,•' �1GENSF''•,F� �� Revfeed Or Dote: Rev7efon: ` Nu.50705 >t/ NOTES: Dozedptlon: Dmlvn By: .GL $/5 = DESIGN PRESSURE TABLE J ROSOWSKI 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 8 '�; ' 4/ () •, 1qT• F 1070 TECHNOLOGY DRIVE Title: Do 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. '���.i'•,'e<ORIOF`.•'' \,� � N,VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05N/15/15 �,�` , '••.•.••.. JG941)-480-1500 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN i,�S/Qn1� F�4,+`� SorLf/Mod. Se01e. shoot. D7awlnp No.11 Rm P. ON THE TABLE. A!LMiNNUl,4BR,P.E. CERT. OF RUTH. #28296 SH-5500 NTS 6 OF 13 MD-SH5500-01 . 0870 TABLE 7. ABLE& ole. 1.12,185.t SulMN mfl.th ewe 00519n Pr1351 eaeuro,Ibse Glen U 0011"BMh 9anH.lyn Ouyn Prneun lb5fhl FIRM.4410.1 d95�Mnitmm. IfnBoQn) BOCk WMn Ra1M-!3131 gve�R:1 Wnpl(Mj WYMpw 911CxWWn 7 .p4140 48 5212. 54 3 10 24 22 m 10 45 52125 51 235 EpW4fe 11.394 +M.0 410.0+70,0-1t0.0+740-tmo+rao-11k0 235 940". 11.324 *70.0•310.9 •10.9 410.6+T0.a-510.0 •70.0•114.0.7001-110.01 170.0-010.0,70.0-time .10.0 410.0 6Wdmd uf7p• %517.16.8ro +70.0•110.0 •70.0-110,0+70.0 •110.0 +10.0•170-0 BletdeidCo9a9e 1.577.11.70 +70-0•110.0 .7a0.110.0 +70.0•119A +70.0•110-0+70.0 41D.0+74.0 4M.0 .70.0-110.0 .70.01-110.0 26 Egeat6te 11.50.5-N.fit +0.A.156.0 +70.0-410.4+70.0•154..0+740-114.0 28 E4oN8te 11.613-14St +72.0•514.9 +70.0-454.0 sme-1140 +74.4-110.0 +50.0-110.0+70.0•154.0 *70.9.1160 .78.0 4!10.0 sn7_Re- lew 71311.11.562 +0.A-1to.0+70.0•110.0 •raa-1100 +rao•0.0.0 SI9MMa144d.M 11377.11.5$2 470.0•110.0 +70.0-110.0 +70.0-1700 .10.0•time .70.0-114.0 +rao.110.0 Oo.9•150.0 +70.0•150.0 HEADER 701415 23317-26200 +0.A-110.0+0..o alga+0..a 4.14..0+74. -114.4 7x+71 23577.261106 +74.0-1708 .70.0•2100+710-110.0 .70.0-tiao +raa-1taa+Tao-1 ao .Tao-lino .7aa-»4..o Etwmdfbn.9e 20.950-23-554. .m.4.-550.4. +0..o•Ito 70.0-110.0 .70.0-tine SIGNMM01pe 20AN-23518 .70.0-IM0 +70.0-110.0 74.0 410.0 -74.0-110.0 +70.0 A10.0 .70.0•11D.0 .70.0 410.0 -?me•time 25 37375 EgW7ite t7.517.8AN +0.A 410.0 +0..0-1160 1744 41!0.0*0.A-109.4 U.775 Eq 49. 27.557-20157 +70.0-ciao •70.0 time .10.0•110.0 *70.0-110.0 .me-110.0 +0.e.1fmo•7Qo•110.4 •74..4-1000 St..dmd PfokW 14.617-11.615 +0.A•110.0 .70.0•1160+700•110.0 +0..e-time StWUM040M 14617-!7.618 •T0.D-110.0 •70.0•110.0 +70.0 44.0 +70.0•110.0 +70.0.110.0 +10.0•110.0 •70.0-110.0 +10.0-150.0 ft"a 1 11.377-14.658 +0.0'I Me 70A-110.0+740 407.0 101 4 0 Shmf/d 21.377-14bi8 .70.0-110.0 +70.0.110.0 +70.0-110.0 .701 410.0 710•110.0 .701•110.0 -?me-007,0 •70.9-503.0 Telk.l 2},607-31.011 imD •114.0 +ro.0 820 1700 •030 +0..0 -901 TtM1 21.603-31211 .70.0.110.0 •70.0•110.0 Nam•110.0 310.0.110.0 +70.0 410.0 +70.0 69.0 +70.0 110 .Tao 40.0 Q 1x0!0.7&01 20.511 27.W .0.D•110.0 •0.A-110.0 .70.4•/10.9 +740-tY0.0 C07lom8he 20.617.27392 +70.0•110.0 .70.0•1100 70.0•110.0 •700•110.0 +70.0-110.0.0.A•710.4 +70.0-110.0 001-110.0 O MEETING RAIL -6tmdr40e6ed. 7,1.817-10.6@ +0.A•110.0 .ro.0-110.0+Toto"'me *0.0•710.0 �enOmOColpe 23,617.263/6 470.0.114..4. .:aa-110.4. •70.0•210.0 470.0•110.0 70.0•110.0 001-110.0 -70.0f-10.0 310.0-110.0 M EquNile 1Q617.831e +0..e •110.0 +781-110.0+10.0•110.0 .74.0-110.0--- -`II--EOdNNe"- -M517-23.5101-70.01-14.0 .70,0-110.0 +70.0-1t0.0.170.0 1110.0..+70.0-010.0 +rao.110.4 00.0-110.0 +70.0 410.0 27 0 8wW4Prmtew 13617.8.bi0 +0..0 4160 rm.0-tto+Tao 41.00+70.0-110.0 swardPmt.w 11.517.20.616 +m.0-110.0 00.0•2t6.0 .70.0-100 -lag 410.0 00.0 410.0+70.0•110.0 •".e 410.0.00.0-N0a -- � lustom BW 14.657.11.510 .0.A•110.0+70.0-110.0 +70.0•110.0 +0.0-110.0 cuo0m Bhe 14.517.17.518 +70.0•1100 310.0-110.0 .7D.O jImD 00.0-110.0 .70.0•510.0 +70.0 410.0 +0..D•110.0 04..0-110.0 ER 0 Bhou.1 11.377-S48tb *roe 419.0 +'MO-t54.o+700-107.0 +0.0 4014 1Dmolef 11.371.1-516 70.0 41aa +74.0•110.0 •0.0•150.9 +T0.D•110.0.rao 4.50.4.!0..0-110.4 .Tao-107.0 *70.a•1010 V TNktl 31,50.1.35.011 •0..0 •110.0 *0..0 -0a0 +0..0 •93.0 +74.0 -00,0 704101 31.543-35.911 +0..0•110.0 •70.0-110.0 +700 AWO 310.0 40.0 +70.0-110.0 •70.0 -00.0 00.0 -030 .70.0 40.0 25 Sbed"COW 26617.31362 +Me 44.0 +0..0 4104 70.4•110.0+0.4-110.0 Slmder6C672e 20.511-31.502 +0..0-110.0 •74.0-1110 •740•110.0 77-0.0•60.0.rao•110.4 +70.0-150.0 +?me-1510 +me 4t0.0 JAMB EpIN48e 20,517.78,810 +0.A-510.0 +0..0-110.0 H0.0•110.0 +roe-ftmo EOe1161e 20.111-28.$115 .70.0-1140 00.0-110.0 00.0 410.0 +70.0 410.0 .70.0•110.0 +70.0 410.0 +70.0•110.0 ?me•110.4 EXTEnOw SASH 48 8tmd+MPrcWw i7,547.83t tmA-050.0 +0.A•110.0+0.O-510.4 +0.,o-114.0 t S7NdudPrel4M 17.617.20.516 +70.0-110.0 +7ao-11" 040•150.4 .74.0•170.0 471-1100+T0.D•110.0 -me 410.0+7ao.110.0 HEIGHT Gex2081. 1.617-77,.10 .Imo-time .m.0-110.0 .10.0 41100 +7101-11 aNamabe 14.517.11316 .70.0•time .70.0•170.0 Me-110.0 •70.0•110.0 +70.0-110-01-70.0-110.0 00.0 4MO +70.0•1110 alfa t 7e 7231:-1430. +rota.tmo+0..o 4.14.4+7ao.114.0 170.4•staa 431domehn 12517.14548 1.rao 1 414.0 .rao.110.0 .aD.a-114.0 aao.210.0 aaa•lima.tag•110.0 -70,01-110.0+0.0 470.0 SECTION DETAIL FOR Stdn.N 11,311-12.818 -?me a10A +0..0-110.0 +10.0•110.0 +700141110 2 SWUM if.m•12315 70.4 410.0 +0.0-1mo +?A.110.4 470.0-414.0 +oma•110.0 +0.0-ismo -70.01-110.0 -n4.-120.0 WINDOWS WITH y TgOoal 312DO-VAM +0.D 4tmQ +0..0 404 +70.0 •930 +0.A 411 Taut 0206-31.838 +70.0-1110 .70.0•110.0 +0..0-110.0 .70.0+110.0 .740-iSa4 040 -0QO 019 63.9 .70.0 -we $W"duape MOST-34.2DT 110.0 1•faD 1+0..0-110.0+0.0•110.0+7a0 410.0 81WArd4o5pe 26.511-3307 +70.0 41DA 310.0.time ND.O•110.0 .70.0•time -me-time +,10.0-110.0 .741•110.0 .70.0-554.0 LEVEL R3 REINFORCEMENT 25 geYe Eu 7!,877.28.516 •70.0•110.0 0.. A•110.0 00.0•1500 *101•110.0 }' Etewas 21517.20318 +70.0-1740 .70.0•Itmo +Too•110.0 +IQO•1100 00.0•110.0 +10.0.110.0 +70.0•110.0 .700 410.0 �GLASS TYPES 8-16 6 4008 dokmSbe 10.611.23.SSa +0.A•110.0 +0..o 4.54.4.+0.4•1fo,a+roe-tto m 42.4.25 cudwabe 8.517.23-510 470.0•110.0 170.0-time •700-IM0 +70.0 410.0 +70.0 410.0+70.0.110.0.701•110.0 .70.4-510..0 (REINFORCEMENTS SHOWN SILL �f 61010..1 Pr..Mw 17617-8310 •0.A •110.0 +0..0•110.0 *0..0•110.0 NO.D•110.0 S 0-41M.- 11.511.20318 .70.0-110.0 00.0 410.0 +70.0-110.0 +70.0•110.0 +70.0•110.0 00.0.119.0 +70.0-110.0 .70.0-110.4 IN FIGURES ABOVE APPLY !j 001075834a 14.817-11.618 +0..e•1140 +0..0-110.0+0A•110.0+70.6 410.0 SE c domoftO 14517.11.615 .".0-112.0 310.0-110.01.701-410.0.70.0 41MO.70.0-IM0•70.0 410.0 +0..0-170.0 +Tao.fl4.a TO ALL FRAME7YPES8 Getmnstu 72,617.14.6fB •0.D•1100 .0..o 47!4.0.roma-7ao+0..0-110.0 ot"stil 12517-24516 •70.0•110.0 .70.0 410.4. 70.0-110.0 310.0 4/10.0 00.0-110.0 .10.0 410.0 +'70.0-119.0 •10.0.1m.° CONFIGURATIONS) s5mlw 17.317-12,615 470.1-time +0..o afa4;7 0-1110+75.0-1140 $honest ».371.725/6 +710-1to.0-700-110.0 -70.01410.0 .0..a 4114.Tao•I1ka +0.0-I1oA Me•ISR* 310.0.110.0 TMe.f 36817.41.544 +0..0 410.0 +0.D-110.0+740-tike +0..0 4%0 TAW 36.517.41.014 +7(L0-time 7m0.110.0 +70.0•110.0 •70.0 410.0 •70.0•110.0 +)me•110.0 +70.0-110.0 +70.0-105.7 8mn4:aCMtye 31.817430.555 +0.A41ao .701-1144 •0.0-110.0 +0..0-7lff0 51WWC05e9e 31.517.38.51!1 •70.0•110.8 ems•1140 +781•110.0+70.0 4140 Nab-110.0-70,0 4104 740-1066+7ao•1014F0 gaeHtk 20,817.31.618 +0.0•110.0 +0.A•{70.0+70.0•210.0 +0..0•110.0EW941. 20.517-31310 +70.0-110.0 +70.0 410.0 700 410.0 .?0.0-110.0 00.0 410.0 -70.01410.0 +70.0•101.9 1.70.0 1.102.4 SteNwdPmdew 23577.25.616 47"-110.0 +70.4•t7Q8+0.A-1210 +Tae.1100 91m4eMPiOdw 21517.28516 .70.0-010.4 time-time,70.0-110.0 00.0•ito.pao time *0.A•110.0*70.0-1100 70.0•1012 02 Qekxn 840 8.617.8,610 700 410.0 +0..0•150.0+0.o•110.0 +0.0•110.0 02 Adam 854 20.617-21616 70.0 410.0 •70.0-110.0 701•510.0 1001,00N00-110.0. . +70.0-110.0 N0.0 x10.0 •TOA•101.0 oxtere She I"II.8318 +0..e•110.0 00.0•110.0 7740-110.0 7700•101.0 dWomeht 13517-20518 70.0-110,0 TaO Aillo .700 410.0 +Tae.110.0 710-1l0.o +701-lao 04.0-ties •70.0•109.8 Qelxn eh. 14417.17.613 +740•1100 40..0 310.0 70.0 7150.0 +0..0-110.0 G7d4m Bhe 11611.17316 +70.0•114..0 310.0•114..0 •70.0 410.0 70.0•196.0 4.70.0•1028 .70.0-100.6 00.0•100.5+70.0•1006 OAtem 6" 11017.14.616 77-0A 4f0D +740•ItDO 701_.tido+0.5-/foe 01.14.4.860 13057-14ZIO +70.0•110.0 +70.4-110.0 .Imo•1062 +70.0•iom7 70.0 47.1 Nao -044 +10.0 444 +749 •94.4 ODOM St.854.Mile .70.0•1102 +0.A-1100 700-110.0 +0..0-110.0 BnWd 11,N14•131M +70.0-170.0 +70.0-110.0 N0.o•1028 310.0 -030 +701 -07.3 *T0.D -00.1 310.0 !LO +Tao -00.0 TMwt 30.6f7•If.044 +0.A-410.0 010 4/10.0 +701-170,0 +0..0•ItOA 70411 30,517-41.644 -70.01-119.0 +70,0-110.0 +701-110.0 +74.0.110.0 .70.0-1110 *1o.o•110.0 70.0•1016 310.0 860 faetMn Sim All?30.515 +0.,0-110.0+0..D dime+70.0-110.0+0..0•110.0 Cudomahe 35557.39-5t *Me-119.0 310.0 41%0.4*10.0•110.0 001-110! •70.0-410.0 +10.0•114.0 •701•101.7 +701 66.3 E03.H4e 31517.365te -70.0141001 70.0•110.0 *700-1740+70.0•110.0 E"no 35.517.30316 .700-11D.0 •70.0-110,0 +70.0•110.0 00.0-110.0 00.0-110.0 +70.0•110.0 +70.0•100.4 •70.0 -05.0 73 cebeals7. 32617.31318 +0..0•170,0+0..0•Stag+0..0 41ka+70.0•1140 TS cumom out 32817-35616 .70.0-116.0•7a0-110.0 •0.0 410.0 -Me 410.0 4720•110.0*70.0 4.10.0.76.0•500.7 170.4 812 801.141.1 R.N.M 8,.17.32678 +0.A-110.0 .ro.0 456.0 7Ttl.0•110.0 00.0-114.0 SSxdmdPfW M 29.517-32318 +70.0 410.0 +70.0•170.0 3100•110.0 +70.0•1100 +70.0•110.0 +70.0.100.9 310.0.qL6 +70.0 861 Qe1.tn 8310 20.617.8.61!1 +710.1/0,0 1760-1110 470.0-150.0 +0..D-111.0 iSWwn Bhe 2S.07-24,615 .70.0 410.0 +761.110.0+0.A•107,9 •0.A-107.0 3110 -00.9 em,a 865 070.4 65.4 •0..D -00.4 E*04 28.516.8.610 +m.0•110.0 +0..0•110.0 •70.0-110.0 +0.0-110.0 8twn.el 2$.070.28.618 +70.0-110.0 *74.0-110.0 100.0 004.0 +70.0 80.1 +70A -00.4 +70.0 -011 +70.0 42,1 .10.0 621 EQ1Ntm 36617-41.844 +0.,0•Stell +0.A-510.4.70.4 41/0.0. +0.,0 40.o EeWd41s 30,617-41.844 7 A-110.0 .74.0-time 170.0-time +74.0•110.0 +70+0 470.8 700-leas+rao -08T *0..a 41.1 54 Oetmnahe 31817.38.610 +0..0•110.0 +0..0•114.0 +70.0•110.0 470.0•110.0 9/ 0.13100.Bhe 76.617.36515 +70.0 410.0 70.0-110.0 310.0-07.9 70.0-024 70.0 •96.9 +T&D 65.4 +70.0 88.4 70.0 41.8 SSSwdmdFmhM 333!6.35.110 701•710.0 +10.6•iftla+161•11k0 rm.4•410.4 eienlmdPrailw 31819.35518 .T0.D•170.9 .70.0-S1ae*10.0•028 .7ao 810 Tae 413 Tae 60.1 .70.0 -00-0 00.0 80.0 01.18 7311411 41.811 +0..0•110.0 +74.0•1100 +Tae•110.0 +70,0•11ko 91.7$ TOM 41.514 .70.0•110.0 +70.0 x10.0 .Tomo•105.0 100.0 87.0 +70.0 43.31-10.0 410.1 +70.0 me +70.0 80.0 ApprDdcdB3DefuPbingwith M. SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. Flo'RoWnd Or. Ida ul ID5 ale Onfij� O! N`( LYNN?fi�,rrri X75' ReT7olon: h41 udD eFra¢art •;.. .... �� rr Y.. Re7fNd W. Dore: RevtNon: !i F NOTES a�1 No.55705 ~- ^' . De3errpflon: Drown : i)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. �' DESIGN PRESSURE TABLE J ROSOWSKI ~1, F :'tl/�� 5070 TECHNOLOGY DRIVE 1100: D91e: 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. �''• •.F4OR1D"'•'��:, N. vET4iD£, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ON FOR SlZE3�NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN rr,�7jtVA1 rr��•` (941)4410-f SOD Sw7sa/Arodak SOota: Istra. 00.4100 No. Rag; `'"REM 05 PE CERT.OF AUTH. #29296 SH-5500 NTS 1 7 OF 13 MD-SH5500.01 I a q K . o a o 0 8 €Gr +n to cn a+ I a.�u�E � 5❑ vs_c4 O p� 4 o T I— LL w CD O /m/ z N .......... ..... 4 O D 49 `��tlN.�V1l " r N N m m m m� .m m n K SE � � �!'•' y )PNI n NNNN N NhnN n NNNN Zz r N n n APN{ ............. i O w nw•.Fe nNn NwN «N. $ Z to '� aN..ti1' �• r n y" n m` fi "O -1 I_ Apq{ «h N ........... -to o k co aw...a NNN a �" ,„ APM nNNNnh .................. ........ ... 3$ awApRg NNN nN nN N om m Ix ® ao� 0cc $ � ----------- r r ^ r r r on ,Sal LU.N.B n n n N n m H N �� C z nw.ACY r «N« NN NNn w hn n mN ..n 2yj 4 )PN1 -------------------------------- gV ..w W NNNN. a"s �, c r -2E .. 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Florid D,Idl le Uat. ��..}II Revised By: Dote: Revision., �OAIi .316' -�-{ .300" I--� \`���O'l LYNN / Miami Dade prodocl Conhol �I .864" .1T6' I IILL----�1LL :Qe��,.•' 1.lCENSF'.,�F� �' DY. Revised 9y: Date., Revision: II I.764' .750' - © LJ T No.50705 .035• - --} .025' --►}�--� -. ® DercRpBon: Drawn ry: 1 =•u AL1 O LAMIIG O EXTRUDED O ROLLED WINDOW EXTRUSIONS J ROSOWSKI rs �IY`� 72 BEADING 91 SCREEN FRAME 82 SCREEN FRAME (�.•, S A E F !u Z' 1070 TECHNOLOGY DRIVE Title: Gab: 1 �fi`;..FcoRID� ,.•G�a` N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 //�is�UNAL.RC1'"• (941)-480-1800 SadeslModehScuta: Shalt: Drawing No. Rev NN K4 CERT. OF Aures. /28298 SH-5500 NTS 11 OF 13 MD-SH5500-01 P.EJI68705 TABLE 12: TABLE 12,CONT.: Bili of Material Bill of Material,cont # I Part# Description Material # Part# Description Materiel 620101 Singe Hung Frame Head I Jarn5i-Mfianne-i 45 720197 Auto Lock Mechanism Steet 2 620102 Single Hung Frame Head&Jambs-Flange PVC 48 720198118 Sweep Lock Cast anc 3 620103 Single Hung Frame Head&Jamba-Fin PVC 47 720195118 Auto Lock Cover Assembly cost anc 4 620104 Single Hung Frame Head&Jambs-Equal LeglBox PVC 48 76X1180P7X 08 x 1"Ph.FH SDS(Auto and Sweep Lock Screw) SS 5 620105 SH/DH Frame Sill-J-Chantel PVC 49 720200 Auto and Sweep Lock Keeper Ceet Zinc 6 620108 SWDH Frame Sill-Flange PVC 60 ?76X34PPA #8 x 314"PH.PH SDS(Keeper Screw SS 7 620107 SWDH Frame SIII-Fin PVC 61 420181 LJR Beveled Tilt Latch Comer Key PVC 8 820108 SWDH Frame Sill-Equal Leg/8ox PVC 62 420182 LIR Pull Reil Tilt Latch Comer Key PVC ____14_ _620131___Fixed Meeting Rail PVC 63 7634PHFL #6 x 314"Ph.FH SDS(Caner Key Screw) SS 18 620128 Sash Rall(Sides,Top&Bottom) PVC -64 420783--Tilt Latch—- --- — _PVC___ 17 620134 Balance Cover PVC 65 420184 Tilt Latch Retainer PVC 18 620133 Sash Stopacrew Cover PVC 66 720207 1"Tilt Latch Spring SS 19 620156 Pull Reil Interlock 6005 T5 At 67 420188 Plastic Tilt Latch Finger Pull PVC 20 620144 Pull Reil Inleriook Cover PVC 66 720192 Metal Tilt Latch Finger Pull Cast Zinc 21 1 620157 Beveled Interlock 6005 T5 AI 69 420180 1131vot Bar Comer Kay PVC 22 620145 Beveled Interlock Cover PVC 60 720208 Phut Bar SS 23 620150 Light Sash Reinforcement 6063 T6 AI 63 720191 Sash Pull Handle Cost Znc 25 620152 HD Sash Reinforcement 6063 T6 At 64 720194 Sash Pull Handle With Latch Assembly Cost Zinc 26 620153 Standard Meeting Rall Reinforcement 6005 T5 At 65 7834FPT #8 x 314"Ph.FH SDS(Pull Handle Screw) SS 27 620154 HD Meeting Roll Reinforcement 6005 TS AI 88 420166 Bottom latch Strike Plate Cast anc 30 61644 Weatherstrip,.167"x.270"Fin Pile 67 778588 08 x 6/8"Ph.FH SMS(Strike Plate Screw) SS 31 6Q300 Weatherstrip,.190"x.3D0"Foam Bulb Flex PVC 72 720135 Lemi I.G.Beed PVC 32 61719 Weatherstrip,.187"x.22D"PolyPile 74 Backbedding,GE 7700 or Dow 791 Silicone 33 61825 Weatherstrip Plug,.220"Finseal 75 71646N Setting Block(716'x 1"x 1/8"),85+1-6 duro. EPDM 35 78X1 MTTT #8 x 1"Ph.PH SDS(Interlock Mounting Screw) 78 Quenex SuperSpacer nM with Hot Melt Butyl Composite 36 78X3THPX #8 X 3"Ph.PH SMS(Meeting Rall Screw) 410 SS 77 Quenex Dureseal Spacer Composite 37 71669SP Meeting Rail Screw Support Plate 6063 T6 At 78 Cardinal XL Edge Spacer Composite 38 720210 Weep Hole Cover PVC 80 81012 Extruded Screen Frame Alum 40 720X1000( Constant Force Balance 81 81011 Roll-Formed Screen Frame Alum 41 #8 x 314"Ph.FH SMS(Can.Force Balance Screw) SS 82 7CKGLB21 Screen Comer Key for Extruded Frame X 4 PVC 42 Spiral Balance 83 47042 Screen Comer Key with Pull Ring X 2 PVC 43 720205 Spiral Balance Shoe Nylon 84 47041 Screen Caner Key without Pull Ring X2 PVC 44 17BX114FPAX#8 x 1-1/4"Ph.FH SMS(Spiral Balance Screw) 410 SS 85 7CASPM Tension Spring SS 0e 61818048 Screen Cloth Fiberglass 87 1 61835161614 .140"Screen Spline Machine/Hand Rolled Vinyl •pprovcd m complying wlrb M. \111111111/ Daed a Idln ode b• 20, ON• .... Rebleed W. Data, Rewolon: V911���i M17eml0ndeProdoa "ttd }•;' RoWesd By: DON: RoWelom. No.58705 �r Drawn Up, A'•.� 8 IF;•'Ifj BILL OF MATERIAL(BOM) J ROSOWSKI ���` '',;°<ORID�;.•'''�'r�.� 1070 TECHNOLOGY DRIVE rRH: Dole: S G N, 41)-480-180000, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ���i s�U(V�11_��1 `` it NOTES: `� (841)- 1)PVC BY ROYAL WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMAEXTRUDER CODE. I!III!I j 1 Serfee/6fodel: Scole: Shea: Drowhrp No. Rev: A LYNN MILLER,P.E. 2)ITEMS#9-13,15,24,28.29,34,39,61,62,68-71.73 B 79 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. P.E.058705 CERT.OF AUrH, /29206 S H-5500 NTS 12 O F 13 500- 1 f OPT.SWEEP LOCK p 48 48 OPT.AUTO LOCK �. 18 47 20 67 OR 68 48 85 p bt Oft(62 � 45 { 1 1 � 65 I 11 p OPT.PULL RAIL Q 22 � 82 ORO 18 INTERLOCK S COVER 68 p 87 � t ��• 35 .` 50 OPT. - - - -—— BEVELED MITERED FRAME WITH B INTERLOCK INTERIOR AND EXTERIOR 16 0 6 COVER FRAME WELDS 49 18 54 72 X4 �•. �'•.((��,, 72 X4 16 63 80 OR 81 14 P.�ACHEgSpOP -- OPT.PULL HANDLE ASSEMBLY Q �• .- 64 WITH LATCH DETAILS 41 •� 40 CONSTANT FORCE 1 `•:;\` !65., 18 82 OR 83 BALANCE ---- OROPT.PLL 40 OR 43 42 43 SPIRAL BALANCE HANDLE A 63 67 1 16 MITERED FRAME WITH SASH INTERIOR AND EXTERIOR 37 ASSEMBLY FRAME WELDS 68 -"'-"•• 3e DETAILS - `\�•� /// ///��� i .�;� EXTERIOR • 53 38 69 _ 4PProvcd 9a—plytag with th1. Flor 5 – _ 63 a 1" o c- Dole ._.............. – - -----•• NOAf Ny LYN N Revised W. DoteRevision: D71analDode P ASSEMBLY FRAME on p C✓. �0,.• Fp Dr. DETAILS )'C ,• Revised By: Date., Revision: � (� No.58705 G ® Description: Drown br EXTERIOR •`�.,• •• O �S EXPLODED ASSEMBLY J ROSOWSKI NOTES: C •.• S1'A E OF '(V�� %(<`'••.;�<OR1DP,•'•• �` 1070N.VE TECHNOLOGY I FL 3427 nits: Get e: 1)SOMEPNLPRPTIONS NOT ARTNON DRAWING F RCLARIPESAPPLY. ' S p "' 'F �'�' SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 5. S� NA►_ N,`` (941)-480-1600 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6 6 7. q'LY� lh`111ER,P.E. Seder/Madeh. Scoie: Shee• Orawing No. Rar 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. RE.0 BB705 CERT. OF AUTH. /29298 SH-5500 NTS 13 OF 13 MD-SH5500-01