Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Notice of Acceptance
coutractor Copy MIAMI-DADS MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wwiv.'m1amidadL.gov/eeonomy 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«iithin 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 115500"PVC Single Hung Window—L.M.I. APPROVAL DOCUMENT:Drawing No.NM-SH5500-01 titled"Single Hung Window Installation- LM",sheets 1 through 13 of 13,dated 05/15/15,prepared by manufacturer,signed and scaled 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 fled 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 ithe 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 Miartaoaoe CouHrr C Expiration Date: July 30,2020 712n jJ5 Approval Date: July 30,2015 Page 1 i i ' PGT Industries,Inc. J, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. AVID-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. i B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 20294 2)Uniform Static Air Pressure Test,Loading per,FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-9* 4)Forced Entry Test,per FBC 2411.3.2.1;Wand TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC;'TASI203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Incl 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. Anchor verification calculations and structural analysis, complying with FBC-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 V"Jj r i iManuel a•ez,P.E. Product Contr xaminer NOA No.15-0519.05 Expiration Date: July 30,2020 Approval Date: July 30,2015 E-1 I f . � I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED i E. MATERIAL CERTIFICATIONS(cowwurD) 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. 124120.02 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. I F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010 and FBC-51h Edition (2014),dated May 15,2015,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May X15,2015,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 I I I . I I' I I I I I I Manuel er z,P.E. Product ControtUaminer NOA No.15-0519.05 Expiration Date: July 30,2020 Approval Date: July 30,2015 E-2 , I i ANCHORAGE EXAMPLE FOR 28.1/8'MAX O.C. 21-5l8' ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING RADIUS-TOP �� 54'MAX.BUCK WIDTH MAX.O.C. FORARCH-TOP VARIES PER REINFORCEMENT LARGE&SMALL MISSILE HEADER(SIM. 12'MAX.FROM HEADER(SIM.FORALL LEVEL,SEE SHEETS 8.7 IMPACT RESISTANT DTH FOR ALL FRAME SEAM -4 30" 12'MAX. / WINDOW TYPES) WINDOW TYPES) B,SEE -_, MAX.O.C. l`' '� SHEETS(' / 70'MAX.FROM 62.1/8'MAX SEE SBUCK HEETSr 1.1(4' A.SSHB.SEEEETS -_.�-30"MAX.O.C. -1+�-12, S EET 3i FIXED VISIBLE 1� / FRAME SEAM D,SEE SHEET4 -- 8&9 I 1 1 LIGHT WIDTH B,SEE _+30'MAX.O.C.-� �12"� C,SEE - ...111 A.SEE 12"MAX, SHEET 3 SHEET 4 SHEET3� FIXED __ / + EOW / VISIBLE 17-718''AAA)(.O.C. A SFF 12'MAX / EQUALLY 17-7/8'MAX.O.C. SPACED SHEET 3 f SPACED ANCHORS PER HEIGHT �- TABLES 9-11 EQUALLY 17-7/8'MAX.O.C. ANCHORS PER / / 91.70' SPACED / / TABLES 8.11 Q Q MAX. ANCHORS PERI O / 82' Q BUCK BUCK TABLES 9.11 HEIGHT �X. AX. HEIGHT �— 10'MAX O.C. BU K AS SHOWN X 70'MAX.O.C. HE GHT x 10'MAX.O.C. X /� _ ! HEIGHT X 4 (91.78' 7.f 7-f J—L MAX.) --- -•--•- ---- - - / 13-314'MAX.O.C. •-----•//y---•-- ° EQUALLY 13.314"MAX.O.C. EQUALLY SASH 13.3/4'MAX.O.C. EQUALLY / SPACED SPACED VISIBLE SPACED - SEE i / / --� -��� i SHEETS J / 1C ANCHORS PER ANCHORSPER LIGHT AN PER TABLFSO-11 A� TABLES9.11 HEIGHT Al TABLES 9.11 I A 880 '•,6-VY MAX t 6.12'MAX. -,-4//2'MAX. _ t 8--.....NO AN ATSAI Bim•__. NOANCHORSATS6.L B _ NOANCHORSATSILL SEE SILL WEEP- SEESILL WEEP- SEE SILL WEEP- SEE SILL WEEP- . EEP- D -•-•-J 1-1/4' SASH VISIBLE ` - 54'MAX.BUCK WIDTH -�-� NOTCH DETAILS, NOTCH DETAILS, NOTCH DE7ALLS, LIGHT WIDTH NOTCH DETAILS, SHEET 4 SHEETS SHEETS SHEETS 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 ORIEUPROVIEW CONFIGURATION SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN 75'HEIGHT SEE TABLES 741 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW 1)THIS PRODUCT HAS BEEN DESIGNED&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.........................1 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.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS FRAME,GLASS&ANCHOR 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 OPTIONS.............................2 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). INSTALLATION,FLANGE& 6)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 LEG/BOX................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 6)1/4'MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. &J-CHANNEL...._................4 7)DESIGN PRESSURES: - -- - --- - - - - -- -- - - - _ GLAZING DETAILS........................5 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. DESIGN PRESSURES................_.....S-7 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. ANCHOR QUANTITIES.................8-10 B)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-113%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&PARTS LIST.,.........12-13 _ - 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 BY-THE AUTHORITY HAVING JURISDICTION. -_- - - -_ _ __-- _ _ _-- -- = 4pproccd ss coinplylog 1,11h 0- 10)REFERENCES:TEST REPORTS FTL-7964&7966;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE&BRONZEILIGHTER SHADES OF - ." --- - FloridA a -t9 C e - CAP COATED PVC EXTRUSION NOAS;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS&ALUMINUM DESIGN Delc -- - 11 APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. / ReNsed By: Dote: RaMalon: NOAB ---------- -- __ ��`4{LYNN 61iam1 a eer uac USER INSTRUCTIONS: 'v�GENSg '.FP �� --- - — t y 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. Q' ••..y� ReHeed By.• Gate: ReWeion: 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. NO.58705 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGNOman By: PRESSURE FROM TABLES 4-B.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW ® Oescrlptlon: OPENING OBTAINED IN STEP I. ='O�• 8'�S ci/_ GENERAL NOTES&ELEVATION J ROSOWSKI 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11.VERIFY THE ANCHORISUBSTRATE WILL MEET REQUIREMENTS FOR •. StATL F 1070 TECHNOLOGY DRIVE TRIe: Date: 6�NSTALLASPER S EET3FORUR OPE INGS CONDITION �HRUFRAMEINSTALLATIONORS EETLES 2 OR 3,AND THAT ALL IAN.4FORIN EORAIMENTS FFININSTOM IALLATION.ET ARE MET, DO FLORIOP••' �; N.VENICE. FL 34275 SINGLE HUNG WINDOW INSTALLATION—LM 05/15/15 ,. L�'" (941)-480-1600 r�r �NA�- �" Serfea/Model• Seale: Shoal: Drawing No. Rer. NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, ��.rL1MN MICLEtF),P.E. INTEGRAL FIN OR EQUAL LEGIBOX). P.EJI 68705 CERT.OF AUTH. #29298 SH-5500 NTS 1 OF 13 MD-SH5500-01 TABLE 1:ALLOWABLE GLASS TYPES Frame Glau Frame Frame Glass Description(Usted from Exterior to Interior) DoWgn PressureFrame Options Contigs. Shapes Installation Options that may be used Type Tablet/ SheetB (see Fig B) (see Table 1) (see Fig A) (sea Fig C) 5 71W Laminated I.G.:1/8'A Exterior Cap+7/18'Air Space+5118'Laminated;(2)Utes of 1/8'A Glass Win.090'PVB Intedayer 4,5 6 6 7/8'Laminated I.G.:118'T ExtedorCep+7/1W AlrSpace+5116'Laminated;(2)Lkes oft/8'A Glass Wth.090'PVB Intedayer 4,6 6 ....Into 2X Wood Fmme/Buckeldp-sheet 3,option 1 Equal�lte, SquareJRect., 7 7/8•Laminated I.O.:3/18•A Exterior Ce +318•Air Space+5118•Laminated;(2)Liles of 1/B'A Glass with.080'PVB Intedayer- 4,6 6 Flange Through the frame..,.into Concrete/CMU-sheat 3,option 2 D (#2) 5-16 OdeVPrmtew Arch-Top 8 of the window...... through 1X Bucksldp Into Concrets/CMU-sheet 3,option 3 B 718•Laminated I.G.:3/18•T Exterior Cap+3!8'Air Space+5718•Laminated;(2)tiles of 1/8'A Glass with.090'PVB Intedayer 4,6 6 8 College Radius Top 9 718'Laminated I.G.:1/8"A Exterior Cap+7/18'AG Space+511W Laminated;(2)Liles of 118•H Glass with.090'SG Intedayer 7 7 ....Into Metal-sheet 3,option 4 10 718'Laminated I.G.:118'T Exterior Cep+7116'Air Space+5/18'Laminated;(2)Liles of 1/8'H Glass w9h.090•SO Intedayer 7 7 1 ....Into 2X Wood Frame/Buckstdp-sheet 3,option 1 11 718'Laminated I.G.:3118'A Exterior Cap+318'Air Space+5118'Laminated;(2)Liles of 1!0'H Glass with.090'SO Intedayer 7 7 Boz/ Equal-Ute, An h-els&, Through the frame....Into ConcretelCMU-sheet 3,option 2 Equal-Leg 5-18 Od Cottage Arch Top 8 of the vAndow...... ....throu h 1XSuckstdp Into Concrale/CMU-sheet 3,option 3 12 7/8'Laminated LO.:3118'T ExtedorCap+318'Air Space+6118•Laminated;(2)Liles of 1/8'H Glass with.090.30Intedayer 7 7 (qq) 8 College Rediae Top g 13 7/8'Laminated I.O.:1/6'A Exterior Cep+5118•Air Space+7/18•Laminated;(2)Liles of 3/18'A Glass with.090'SG Intedayer B 7 ....Into Metal-sheet 3,option 4 14 718'lemlrtatad I.G.:1/8'T ExtedorCep+5/18•AIr Space+7116'Laminated;(2)Liles of3116'A Glass vdth.090'SG Inledayer B 7 Through the ....Into 2X Wood Frame/Bucketrip-sheet 4,option 5 15 7/8'Laminated I.G.:3116"A Exterior Cap+1/4'Air Space+7118'Laminated;(2)Liles 013/18'A Glass with.090'SO IrdedEqual-Ute, Sq-WR-t-,Integral in...... ayer 7 7 J-Channel ....Into Metal-sheet Cotta ew ge Radius Top 4,option 7 18 716'Laminated I.G.:3/16'T Exterior Cap+1/4'Air Space+7116'Laminated;(2)Liles of 3/18'A Glass with.080'SG Intedayer 7 7 (#1) 5-8 Ori&CCottaArch-Topp Through the frame...Into 2X Wood FramelBuckstdp-sheet 4,option B of the window...... ....Into Metal-sheat 4,option B TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES 5,7,9,11,13 Through the ....Into 2X Wood Frame/Suckslrip-sheet 4,option 5 8 15 MAY NOT BE USED IN Equal-Ute, SquarelRect„Integral fn...... Min.Edge Min. Integral Fin Into Metal-sheet 4,option 7 Group Anchor Substrate Distance Embedment• THE HVH2 ABOVE 30'. ( ) 5-8 O&Cottage Aro lus-T p Through the frame ••••Into 2X Wood Frame/Buckstdp-sheet 4,option 6 &College Radius Top P.T.Southern Pine = . ) 7/16" of the window...... -„,into Metal-sheat 4,option 8 #l, SMS Steel,A36• 318' 0.050' (steel,0 S.S.S. Steel Stud,A653 Gr.33' 318” 0.0451"(18 Ga.) BEYOND FTHE HMETAL FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES 'H"=HEATTRENGTHENED READS "X=ANNEALED or 410 S.S.) A Aluminum,6083451 3/8° 0.050" SUBSTRATE.FOR T=TEMPERED P.T.Southern Pine(SG=0.55) 7116" 1.3/8• STEEL STUDS, O� 'PVB'=.090'BUTACITE®PVB 3/16"steel Ultracon Concrete min.285 k9I 1" 1.3/8• MIN.Fu-45 KSI 8 /,, / BY KURARAY AMERICA,INC, ( ) MIN.Fy=33 K51. /�� ,j/ Ungrouted CMU, STM C-90) 2-1/2" 1-IN, y/ 2 0 4 0 -SG•=A90-SENTRYGLAS® P.T.Southern Pine(SG=0.55) 9718° 1-3/8" "UNGROUTED CMU" INTERLAYER BY KURARAY #12 SMS VALUES MAY BE BOX OR AMERICA,INC. Steel,A38' 3/8° 0.050' USED FOR GROUTED EQUAL- Steel(steel,18.8 S.S. Steel Stud,A653 Gr.33• 318" 0.0451"(18 Go.) CMU APPLICATIONS. / FLANGE LEG PVB AND SG INTERLAYERS MAY or 410 S.S.) ALSO BE MANUFACTURED BY Aluminum,6063 T6• 318" 0.063° EQUAL-LITE ORIEL COTTAGE KURARAY AMERICA,INC. 1/4'steel Ultracon Concrete(min.2.85 kat) 1• 1-3/4" C Ungrouted CMU,(ASTM C-90) 2-112' 1-1/4" FIGURE C:FRAME SHAPES 1!4"steel Cretellex Concrete min.3.35 kat) 1" 1314° +I BUCK WIDTHBUCK WIDTH BUCK WIDTH �- 1!4'steel Ultracon Concrete(min.2.85 k9I) 2-1/2" 1314' 1/41 steel Ultracon P.T.Southern Pine(SG=0.55) 1" 1318" 1/4•steel CreteSax Concrete(min.3.35 ksl) 2-112' 13/4' T G' w w 7, J-CHANNEL INTEGRAL Ungrouled CMU,(ASTM C-90) 2-1/2" 1-114° _ r, _ _ _._-- tar FIN D 1/4"steel Crelellex to P.T.Southern Pine(SG=0.55) 1' 13/8" le x O 114"steel Aggre calor Concrete(min.3.276 kel) 1-112° 13/8" m _ 1/4•steel Aggre-Gator P.T.Southam Pine SG=0.55 1" Grouted CMU, ASTM C-90) 2' 2' 1 RECTANGULAR RADIUS-TOP ARCH-TOP -- TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN - WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY nppmyed as complying vrilb th, - _-- - BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING- __ _ __ _ _ -_Florida 2aC. -- Group Anchor Substrate Min.Edge Min, DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM- _ - - = - - -no� _ Distance Embedment• THE TABLES ON SHEETS B•10. I I E- 2-1/2'x.131'Common Nall P.T.Southem.Plne_(SG=.55) _ 378' 2-7/18' `��`� (LYNN Mq!vri�� Revised ay Data Rev(slon; ml en 2-112Ring-shank Rood Nall P.T.Southam Pine(SG-.S5) 378° 2-7/16° �N -BY• . 9 n9 ) ; ,��,.• CENSg ••.• iii Revrssd By: Date: Revlslon. P.T.Southam Pine(SG=.55) 172' 1.318° �.: #70 Trusehead SMS Aluminum,8083-TS• 318° 0.050, C No 58705 (steel,0 S.S.S. Steel Stud,Gr.331 3/8' 0.0451'(18 Ga.) D'_ ® Doserlp9on: Drown W. a 410 S.S.) %, F steel,A38• ale• 0.050° •MIN,of 3 - C( S W— GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI THREADS BEYOND 'O'• 1R'61 WP.T.Southern Pine(SG=.55) 9/16" 13/8' THE METAL 'p S1f _ 1070 TECHNOLOGY DRIVE rade: fit•: #12 SMS Aluminum 6083-T6• 3!8" 0.083° SUBSTRATE.FOR �� '•.,Ptos1 ..''�C N.VENICE, FL 34276 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (steel,18 83.S. Steel Stud,Gr.33' 318' 0,050' STEELSTUDS, ',FS ........ .` or 00 S.S.) MIN.Fu=45KSI8 ��,,S10NA����` (941)-480-1800 Sorlee/AbdeL• Saar: shoe: Drowing No. Rei Steel,A36' 31W 0.050" MIN.Fy=33 KSI. A.LU R IvIlH1�,P.E. CERT.OF AM. #28296 SH-5500 NTS JTOF 13 MD-SOH' -01 P.E.a 58705 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X DIRECTLY INTO CONCRETEICMU. BUCKSTRIP INTO CONCRETE/CMU. OPTION1 EDGE DISTANCE SEE NOTE2,THISSHEET. EMBEDMENT ANCHOREDTHROUGH EMBEDMENT FRAME INTO 2X WOOD }+— 1/4"MAXSHIM FRAME OR SUCKSTRIP. I 16 1/4'MAX SHIM --�I 7 SEE NOTE 2,THIS SHEET. EMBEDMENT } SASH VISIBLE L� 17 I EDGE e' [�—� 18 LIGHT WIDTH I_ FLANGE FRAMEFH— EDGE DISTANCE DISTANCE e. : O +••^ SHOWN 'a�.. . 44 BALANCE T .•'.. �1/4'MAX TYPE VARIES -- - - TYP.ANCHOR SHIM TYP.ANCHORTYPE, 42 WITH SASH o TYPE, �a EMBEOMENTAND WEIGHT 54 EMBEDMENT 2 TYP.ANCHORTYPE, EDGE Q 30 ANDEDGE EMBEDMENT AND EDGE DISTANCE PER 31 DISTANCE PER O ^ DISTANCE PER SUBSTRATE, SUBSTRATE, f�� EDGE SUBSTRATE, I�JI 18 SEE TABLE 2,SHEET 2. SEE TABLE 2,SHEET 2. o EXTCEn�RIOR 87 4 1 `� .'• DISTANCE SHEESEE T 2.LE 2 ,q FIXED VISIBLE \u •' FU(ED 19 201 OPT.SASH TOP FLANGE LIGHT WIDTH - EQUAL VISIBLE J LIFT RAIL FRAME I 2 _ILEGIBOX LIGHT NOTES: SHOWN I' BUCK WIDTH FRAME HEIGHT FOR ALL WINDOWS: SHOWN L 48 1ANCHOR@3.56" 1)USE ONLY HORIZONTAL SECTION A-A ��".. 49 21 FROM END AND AT SUBSTRATE-APPROPRIATE a. O CENTER. 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, 72 OVER 38'WIDE: SHEET 2.FOLLOW EMBEDMENT AND DADE APPROVED MULLION,FBG COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. ay 0 ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY • MAY BE VERTICAL OR HORIZONTAL,SEE SUBSTRATE PROPERTIES,TABLE 2, 45 46 47 SCREWS®18.3!6' BE USED ON ANY SIDE OF THESTALLATION OPTION SHOWN MAY !� 14 36 FROM END. WINDOW. -3FOR WINDOWS WITH 1/4'MAX. BOTTOM LOCKS: SHIM #10 OR 012 STEEL 1/4'MAX. V BUCK 60 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF•DRILLING SHIM HEIGHT SCREWS®8.3/8' USED INTO WOOD AS PERTABLE 2, SMS(G5),SEE i\ BS r— FROM END. SHEET 2.ALL WOOD BUCKS LESS TABLE 2, Q 30 FROM THAN 1.1/2'THICK ARE TO BE SHEET 2. SASH CONSIDERED 1X INSTALLATIONS.IX c�- EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO c.�• HEIGHT SUBSTRATE.WOOD BUCKS 88 18 USE EITHER DEPICTED AS 2X ARE 1-1W THICK OPT. OR GREATER.IX AND 2X BUCKS �l Q 65 LATCH OR (WHEN USED)SHALL BE DESIGNED L-1 (2)1' 81 30 64 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE EQUAL Q INTERIOR 31 TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME LEG/BOX n WEEP ___ _ __ _ __ __ FROM LOCATION: . RESPONSIBILITY INSTALLATION INEE __ SHOWN D�o FRAME NOTCHES A7 80 FROM SASH END. RESPONSIBILITY OF THE ENGINEER SHOWN- - - -- EACH END. OR ARCHITECT OF RECORD. EXTERIOR B 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION INSTALLATION (ALSO REFERRED TO AS DAYLIGHT - OPTION 4 _ OPTION 4 ---_ -- -- _ - 87-- _ --- = _- _- _ - OPENING)IS URE FROM _ _- - -- ----- --ANCHORED THROUGH - _ _FppldvedmeompTy[eg with ids --, _ _ -- O ) MEASURED -_=ANCHORED THROUGH- _ ---- -- - A --- - - - -- - Addp _ EQUAL-LEG/BOX 1/4'MAX SHIM BEADING TO BEADING. FRAME INTO METAL FRAME INTO METAL Ore s FRAME SHOWN 1111111/ NOAR - LYNN�!!�iRev/aod By: oar.: R•vtsron: ft"I I de a uu .27"X 125' — - - - --- --- - - -- ,_'��CLNSF'•.lF;P�- -- -- ---- - - - ---— - ---- - Its - - NO ANCHORS P r' WEEPHOLE Revived By: Dole: Revision: W/COVER @ O : REQUIRED IN VISIBLE LIGHT FORMULAS 7t:' �� FLANGE OR _ No.50705 2.87'FROM 38 ! ' EQUAL-LEG WIDTH EACH END. FRAME SILLS ®SASH:BUCK WIDTH-8.1/2" :•b = ® OeacrrPB°^ Draw^W. FIXED LITE:BUCK WIDTH-4.3/8' .p •.. /S FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI HEIGHT(EQUAL•LITE) %U�•., �fA'E F `C(r 1070 TECHNOLOGY DRIVE TIBe: ooM: BUCK HEIGHT/z-3-16/18• "�r•'••��RIUA.•' \`: N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 VERTICAL SECTION B-B ' C?,. r/rl 111 (941)-480-1800 fides/Modal: Saole: J.%eah Drawing No. Rev. A L{'�ll/f'i1ILLER,P.E. CERT. OF AIJiH. (129298 SH-5500 NTS 3 OF 13 MD-SH5500-01 P.E,q 56706 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 FRAMEBUCKSTRIP.SEE INTO 2X WOOD FRAME �— EDGE DISTANCE ANCHORED THROUGH INTEGRAL I•f- EMBEDMENT NOTE 2,,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THISS S SHEET. FIN INTO 2X WOOD FRAME OR a114"MAX SHIM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 16 114'MAX SHIM SHEET. TYP.ANCHOR TYPE, SASH VISIBLE _ J-CHANNEL EMBEDMENT AND EDGE D� 18 LIGHTWIDTH I'o -17 o a FRAME 1 DISTANCE PER SUBSTRATE, SHOWN 1 SEE TABLE 2,SHEET 2. T� o (SCREW SHOWN) 44 BALANCE EMBEDMENT L� �Q TYPE VARIES - -- aU 114"MAX SHIM 42 WITH SASH TYP.ANCHOR TYPE, DISTANCE WEIGHT 64 300 EMBEDMENT AND EDGE ''nII S1 DISTANCE PER SUBSTRATE, SEE TABLE 3,SHEET 2. 3 18 (NAIL SHOWN) EXTERIOR TYP.ANCHOR TYPE, 67 INTEGRAL EMBEDMENT AND EDGE 19 FIXED VISIBLE ID FRFIN AME SEE TAB TCE ABLE3, TRATE, FIXED 20 OPT.SASH TOP J-CHANNEL LIGHT WIDTH SHOWN (NAIT BLE 3, VISIBLE LIFT RAIL FRAME 1 LIGHT I FOR ALL WINDOWS: NOTES: SHOWN HEIGHT 1 ANCHOR 0 3.55' BUCK WIDTH �— 49 48 FROMENDANDAT 1)USE ONLY HORIZONTAL SECTION C-C 0 21 CENTER. SUBSTRATE-APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 OVER 38"WIDE: OF SHEET 2.FOLLOW EMBEDMENT DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 72 D ADD ADDTIONAL AND EDGE DISTANCE LIMITS.ANY 114"SH MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES TABLES 2&3 SHEET 2. 45 46 47 SCREWS 016.3/8' INSTALLATION OPTION SHOWN MAY 14 35 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. BUCK BOTTOM LOCKS: 010 OR012 STEEL {� 114'MAX HEIGHT 50 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAYBE SELF-DRILLING I SHIM SCREWS®8.318' USED INTO WOOD AS PER TABLE 2, SMS(G5),SEE 65 30 T— FROM END. SHEET 2.ALL WOOD BUCKS LESS TABLES 2 6 3, ❑,[� SASH CONSIDERED 11X INSTALO BE LATIONS. SHEET 2. D EXTERIOR VISIBLE IX WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT USE EITHER SUBSTRATE.WOOD BUCKS 18 LATCH(SHOWN) DEPICTED AS 2X ARE 1.112'THICK Be OR BOTTOM OR GREATER.IX AND 2X BUCKS OPT. LOCK(SHEET 3). ❑� �� (2OR 81 30 85 83 TESTED UNIT TO PROPERLEN Y TRANSFER LOADSALL BE FIN ANDlOR INTERIOR 31 LOCATION:8-516' TO THE STRUCTURE.WOOD BUCK FLANGE REMOVED - FROM SASH END. IN-FIELD WEEP -- - - - - ---DESIGN AND INSTALLATION IS THE NOTCHES AT 80 RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN EACH END. 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 7 _ OPTION 8 "- .'OPENING ISMEASURED FROM -.. - --- - - - - -- _ __a vcd _ to -- -__ - 1/4"MAX - ) ANCHORED THROUGH - �- --- FlDdda is gM IN 91vi16 tffi INTEGRAL FIN BEADING TO BEADING. ANCHOREO THROUGH FRAME INTO METAL- FRAME SHOWN o SHIM `11111111 I 1/,1j INTEGRAL FIN INTO METAL (INTEGRAL FINIFLANGE REMOVED) Date --ff-- �\ C •••••• 1� iii Rovlsed By: Date: Rerlslon: ND ml D e Prodad -.2O 1.2VW/COVEREC�2.87E -- - -- - * _-_ --- - - - —- - --�� O 1,10ENSF•`�F.p��� -- - - - - -- - - - --- - ---- I �� 38 FROM EACH END. y y�e:• 3C Revlaed W. Dote: Radslon: 8Y. VISIBLE LIGHT FORMULAS No.58705 TYP.ANCHOR TYPE, EDGE DISTANCE EMBEDMENT ANDEDGE WIDTH ® Drawn By: DISTA EEETABLE 3,SHEEiT2. EMBEDMENT —� O FAXED UTEWIDTH-WIDTH•4.31W %�•'•,� � !it/ J sCHAN MEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) �(��•. IAT OF � HEIGHT(EOUAL-LITE) ''•.qORIOP.••' \� 1070 TECHNOLOGY DRIVE ntle: - Date: INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK HEIGHT12.3-15/16• '� ss ����,�` N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ANCHORED THROUGH INTEGRAL FIN �,,11 NAL 111\ .(941)-480-1600 SeAes/ModeL• Scab: Sheet: Diowing No. Rev: INTO 2X WOOD FRAME OR BUCK- STRIP.SEE NOTE 2,THIS SHEET. A.LYNN MILLER,P.E. CERT. OF AUB1. /2BZB6 SH-5500 NTS 4 OF 13 MD-SH5500-01 P.E.458705 718•NO 718'NO7/6"N718'N 7/B"NOM. 5/16"A/A PVB 5/16"AIA PVB I 5/16"A/A PVB I I 5/1 6"A/A PVB I 5/16"H/H SG 7/16"AIR SPACE 7/18"AIR SPACE 3/8"AIR SPACE 318"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 a EXTERIOR a EXTERIOR DURASEAL, DURASEAL, DURASEAL, DURASEAL, DURASEAL, SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR CARDINAL SPACER CARDINAL SPACER Fm CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 —►{ 7/8'NO 718W"N 718'NOM. 7/8•NOM. 718•NOM. 5116"H/HSG I 5/16"H/H SG 5H6"H/H SG I 7/16"A/A SG 7/16"A/A SG 7/18"AIR SPACE 318"AIR SPACE 3/8"AIR SPACE 5/16"AIR SPACE 5/16"AIR SPACE 1/8"T GLASS 3/16"A GLASS 3/18"T GLASS 1/8"A GLASS 1/8"T GLASS C]EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR Is 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 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 718"NOM. 7/8"NOM. 7/18"A/A SG 7/16"A/A SG 1/Y NOM.GLAss 'GLASS TYPES 9 THROUGH 1/4"AIRSPACE 1/4"AIRSPACE 78 OR 77 OR 78 BITE TYP. 16 MAY NOT BE USED 3/16"Lk GLASS—, 3/16"T GLASS WITH J.CHANNEL OR --- -- ----"72 - 74 -- --- INTEGRAL-FIN FRAMES - - a EXTERIOR- - -- - - --a EXTERIOR- AL, DURASEAL GLAS9 TYPES 5,7,qj3 DURAS 31 816 MAY NOT BE USUPERSPACEREOR SUPERSPACER OR-_EXTERIOR __-.: _ - 7g.__ -— - THE HVHZ ABOVE 3CARDINAL SPACER - _ CARDINAL SPACER--- •_ ABO - -- - 4p1mcedscaPV129Withlfl--— -GLASS'TYPE 15 ap.le _011111111" 'ND,Vy. -- --38 - --- - - 30 NN plil LYNN 4f, �i Revleed By: Dat: RoyWon: •M IU epeodael' �QEl -- -- - - - - - - —-- � •.,.`,GENSF •'•�F•Q 7�'- - -- ------ —-- - - --- --- - ,- - o ReNSed By: Date: Redelom No.58705 ' • '• , ,. GLAZING NOTES: -' A•=ANNEALED //� �Eg �f. - ® Deaedpllon: Oroe'n By: TYP.GLAZING DETAIL 'H'=HEAT STRENGTHENED - 0 GLAZING DETAILS J ROSOWSKI EMPERED "PVB?=090'BUTACITE®P�VB BY KURARAY AMERICA,INC. :O S' � 1070 TECHNOLOGY DRIVE ADe: fit: •SO•=.080"SENTRYGLAS BY KURARAY AMERICA,INC. �`sS,ON �0 IN, N.(VENICE.4Bo Ia�5 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. 1/1/1�I Sedee/A/odeh Seale: Sheet: Dr lnp No. Rar, A.L'44A MIILER,P.E. CERT.OF AUR1. /28296 SH-5500 � NTS 5 OF 13 MD-SH5500-01 P.EA 68705 TABLE 4: TABLES: ABLE 6: 0114Ty"s Design Pressure,Ib9/D 01•eryp. t7ottom S.h s•>h Hd& Deslan Pressure,thee° ll-n .. Design P1e55um,m6t62 0,0,766 R.]n4 L•wl =Z R•"a°0") Vwmrveuc 1wh 0.766 +1-30.0 ro w41 SLI25 +85.0/-70.0 R.le1.L.wl 23.5 Eq,dhle 11391 486.0 -70.0 +6510 -70,0 R•InL Level RI Fm sO wtddm 6 suh.ltes m•ndld Cm9.41e N517.15870 +6510 -"A .0510 •7010 R2 For,&Wd-W sMh4Ws SEE TABLE 9,SHEET 8 FOR 28 EgelE. 11363.14AIS •65.0 -700 .mA -70.0 SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. St ftld Pmdm 1137 7.11.58 +456.0 -70A •05b •7010 ANCHOR GROUP AND QUANTITY. TOW 9517.75 no .05.0 -7010 .0.o •7010 6"'*'COW 20.4150-23375 •05.0 •70.0 •6510 •70A 37.375 Eq.lme 17.617.20.957 .05.0 •7010 .65.0 -70.0 c St.W.d ftA. 1{517.17510 •05.0 -MO .0510 •70.0 c (� 5104.1 11377.11.610 .65.0 -70.0 400.0 •70.0 [U1 T•O.af 71.5®.31All •6310 •7010 •6510 -701 p C.lan6W 70617.27.562 .00.0 •7010 .052 -700 HEADER m.Mud C01no 7].617.25610 .66.0 •70.0 +66.0 -70.0 O HEADER 44 Eg01fa. 20517.23.510 465.0 -70.0 465.0 -70.0 23 St.ndadMW- 17.617-20.610 •05.0 •7010 .115.0 -7010 23 Cwbnlsk. 11517.17.610 +6510 -70.0 +BSA 470.0 shm t 11.777.14518 •d3A •70.0 •asA •70.0 o TOM 31.503-35.011 .85.0 -70.0 .06.0 .70.0 61•ndW C.O.a. 20517.3158 •850 •70.0 406.0 •70.0 O 0 MEETING RAIL Eq.Wte 26517-2e,5te .65.0 -ro.o 46510 •700 0 0 MEETING RAIL 4 e1-Wd P,.J- /7.517•2D515 1+65.0 .70.0 05A •7010 26 0 Cwl4m w. 14.517.17.515 .85.0 .70A +6510 -701 Q 27 6 Cwl.m sW 12.617.14.516 .55.0 •70.0 65 410 •7010 EInER10R 041.51 11.377.12A75 •65.0 •700 MSA -.A WA fv 0 D p T•bst 33.206.37.530 485A -7010 485.0 •70A 23i$ �• 76617.73.207 465.0 .70.0 •03.41 .70.0 23 O O ++�8 EgOml. 23,517.20,516 +e3.0 •7010 +850 •70.0 !AMD JAMB m CusOxnsh. 20517.23,510 .65.0 •7010 .BSA •70.0 EJfTERIOR SASH pt 10,825 St.-d•td Prodwv 17.517.20.610 •05.0 .70.0 465.0 •70.0 1:> Rt011 SASH HEIGHT $ CwlmoBke 14517-17516 .OSA -70A &0 •700 a HEIGHT Cwl.m6k. I 12.617.11.516 +65.0 .70.0 406.0 •70.0 61w.1 1 11377.12310 •85.0 -7010 1 465.0 -700 OT.r.0 30517.1154 455.0 •70.0 1485-01 MIASler 23 d•dCme2. 31517.30.610 +060 •70.0 I.aso I-mo 23 Eq.ta. 28317.31.516 •06.0 •700 .66.0 -70.0 SILLBtwWw4 PmAw 2!317.70510 4510 -70.0 465.0 •70A SILL O 02 Cwt..sk. 70,517.26.516 465.0 -70.0 4510 •70.0 �I Calan sin 17.517.20.616 .610 •7010 •5610 •70.0 Call-alto 14.617-17.516 46.0 •70.0 .03.0 -00.1 Cwtwm6 131017.14.810 465.0 •70.0 •65.0 -07.3 ShAW 11.501-13019 .03A •70.0 +6510 -05.5 c flOn1 39.617.1 .6610 •7010 43.0 •70.0 c Cu.lonl sW 36517.36.618 .65.0 •70.0 46" .7010 _ Eq.Wte 35317.38.510 .850 •70.0 .6810 .70.0 SECTION DETAIL FOR WINDOWS WITH -- - 75 emlwnsk- 32,517.33310 .55.0 :ro.o_ 405.0 -70.0 SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT&GLASS TYPES 5,6,7&8 mr dedNo-- ?0,517-32.6/6 .m0 •roA -760 LEVEL R2 REINFORCEMENT&GLASS TYPES75,-6,7&e- - (REINFORCEMENTS SHOWN IN FIGURES ABOVE emlom61m 26617.20.618 05.0 •7010 .05.0 .4573 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES 8 61w.1 25318.215,518 4155.0 •70.0 .05.0 4156 APPLY TO ALL FRAME TYPES& CONFIGURATIONS) _ _ .. _ - St.MEg.NwPLrw./wv -3363..367170..1351,5.516{" .608..00--_;ro0A 1150ea. CONFIGURATIONS)ONFIGURATIONS) a Cull-G& 36517.0310 .6510 . - . _11_pr0_ OS COylq_ R A_ +65.0 -1-irids ultpgg C� � .65.0 -065 - - - - - - - -- -�- bate,..' l --- a1.70 T.sa 41.84 .41510 -70.41 - SEE TABLE aml 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. ROAN R�vla6d By: Do . --- - -- le. Rw7slom. - - Dmde 144 Ly `������•'VICENSF'' tcRevfwd fly: Date: RevbIan: -- k. N0.50705 •�} NOTES: = ® Desatplton: Drawn Byr D'.�o = DESIGN PRESSURE TABLE J ROSOWSKI 1)USE THESE TABLES FOR ALLWINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. •, S �' 'O 1 F '(U�� 1070 TECHNOLOGY DRIVE TR/e:2) R/e: Date: 2)FRAMEDIMENSIONSAREBUCK.SASHHEIGHTISASPERTHEFIGURE. ��i'•.•�<ORIUP.'' \,��;� N.VENICE, FL 34275 -LMSINGLE HUNG WINDOW INSTALLATION 05/15/15 3)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN �j��S/Q�` \J�.`� (941)-480-1600 �rye/AfadoL• ScoN: Sh60t: 07ow ny No. Rov: ON THE TABLE. A!1.7fj(6 l7 R.P.E. P. . 667175 CERT. of AUDI. /2929e SH-5500 NTS 6 OF 13 MD-SH5500-01 T 13LE 7: TABLE 0: >Y OI.m Tip. Bmom Bmn Da. nPmsumlbelfta 0.1415616 B,4 -e0 5.417 Hd9N Dollen P7eeeure,Poef0t 136! son".Id. k o SO MIN.L•Nl b9k.n R.nO• Mree 614 wuom Bee irmh MIN.LM.I gW p�a R.V.NO WInOPMBOCkWbll 3 .P1040 45 62125 54 3 18 24 32 36 40 48 62125 51 215 Eg4144. 11.304 470.0 1•110.0 1+70.0-I1D.0 000 I•1100 1+70.0-110.0 215 Eq I". 11.304 •70.0•110.0 •70.0•110.0 .70.0-+10.0 •70.0•1t&O .7001-110.0 •70.0.110.01.70.0"110.0 •70.0-MO Stvdad Cm.ge 14.517-15.670 410.0 •110.0 •70.0-110.0 -70.0 410.0 •70.0.110.0 8t9M4rOCe6a0. 14.517.15,810 •70.0•110.0 •70.0-IMO •70.0-110.0 •70.0•110.0•To.0-110.0•700•110.0 •70.0-+1D.0 •70.0-110.0 28 EgmUii. 11.583.14416 +70.0 •110.0 +70.0-110.0 .rao •710.0 +70.0-110.0 28 EWl4rte 11.503.14518 •70.0•110.0 MO-11DO •70.°•110.0 •70.0•1tmo .70.0-11°.0•70.0-110.0 170.0•110.0 •70.0-IID.0 HEADER SU.d.d P-Irn 11.377-17.662 •700 •110.0 470.0•110.0 .700-1100 Mo•Ito.° MaMud Prod.w 11.377.11.602 .70.0-110.0 •10.0-110.0 •70.0•110.0 •70.0•110.0 .70.0-110.0 •70.0-110.0 •10.0-110.0 +7010•1140 Tow 23.617-25.265 •70A 4101D +70.0-110.0 +70.0-11°.0 ;70.0-410.0 T4RMI 23.517-25280 •70.0-110.0 0. 0.°0.0•1100 •7 -110.0 •700.0.0•11 'TOO•1100 •70.0-110.0 .70.0"110.0 .70.0-11°.0 SaMad Ca8.9. 20.056-23.515 •70A -+70.0 170.0-110.0 +70.0•110.0 +70.0-110.0 STan0a10001.pe 20.0a-23.6/0 •70.0-110.° +70.0•110.0 •70.0-110.0 •700-110.0 •70.0-11°.0 •70.0-110.0 •70.0•110.0 •70.0"11 DO 26 37.375 Eq.9411. 17.517.20.067 •70.0 •110.0 +70.0 410.° .70.0•110.0 +70.0 77.375 EWl4es 17.577.20.037 .70.0-110.0 •70.0•110.0 •10.0•110.0 -70.0-110.0 .70.0"110.0 .70.0•110.0 .70.0-110.0 470.0•109.0 St.d.d R.Itw 14.617./7.606 +70.0•170.0 170.0-170.0 -70.0 410.0 170.°-110.0 8t.rdwdPlM.w 145+7-17415 +70.0-110.0 •70.0 410.0 1470.0 410.° -70.0-110.0 •70.0•110.0•70.0-HOA +10.0•110.0 •70.0-110.0 0 she gi 11.371-14.508 +70.0 410.0 470.0.110.0 •70.0 407,0 .70.0 4010 Mum 11.377-Meta .7DO iloo .T0.o"110.0 1•70.0•110.0 •70.0 410.0 .70.0 470.0 •70.0-110.° •70.0-MO +70.0-103.0 T"I 27.683.31.911 470.0 .110.0 •70.0 -00.0 .700 753.0 •70.0 1 40.0 T.Imt 27.553.31.971 •70.0 1•tfOA -70.0•110.0 •70.0•110.0 •70.0•il&0 •7110-1110 400 89.0 -70.01410 .70.0 -00.0 Q MEETINGRAIL 0.17 sho 20.517.27362[.70.0 •110.0 +70.0 410.0 •70.0•110.0 470.0-110.0 Culom Bke 25.517.27382 -TOO•110.0 •70.0-1100 •70.0-110.0 •70.0-110.0 •70.0-110.0 •70.0•11DO •7OATHao •70.0-110,0 Sf.M.rd CM.O. 23.517-20.510 410.0 .70.0.10.0 .70.0.10.0 .700-10.0 StaMudCM.O. 23.517.26.510 •70.0-10.0 .70.0•10.0 •70.0 410.0 •Tao•110.0 .70.0-170.0 17DO•110.0 .70.0-11°.0 •70.0-110.0 4/ Egul49. 8017.23.618 •110.0 .70.0-110.0.70.0•10.0 +70.0-10.0 44 EWlM. 20.617.23.510 170.0 MOO •70.0"10.0 •70.°•110.0 •70.0-110.0•70.0 41D.0 140.0•110.0 •70.0-110.0 •700-110.° 271011 6t4M.d P1.4- 17.617.20.616 .110.0 •70.0 410.0 .740 .10.° +70.0-110.0 SltMxdl'to"W 17.517.20.515 •70.0•110.0 N0A•1100 •70.0 4100 •70.0•110.0 70.0-Ito.° •70.0•110.0 •70,0-1140 •70.0-11aD E1RERKM G.mm 617. 14.617.17.615 •100 +700-110.0 470.0•10.0 +10.0-110.0 CulomBke14.617.17.618 •70.0-100 •70.0 410.0 •70.0-10.0 .70.0-110.0 •70.0-110.0 .70.0-110.0 •TOO •110.0 -70.0 410.06141..1 11.377-14.515 •110.0 .70.0•110.0 .70.0-107.0 •700•1010 Bh oill 11.371-14.516 •70.0•110.° •70.0-1100 •700-1100 •70.0"110.0 •70.0•110.0 •70.0-170.0 .70.0-707.0 +)0.0-103.0ilbfl 31.687.36.011 .110.0 +70.0 890 170.0 4710 +70.0 -53.0 T.NaI 31.L53-75.011 •70.0-1+0.0 •70.0-110.° •700•110.° 140.0•110.0 •70.0-110.0 470.0 840 •70.0 110 •70.0 -00.0 26 9144114Cag.O. 296+1-31.582 •110.0 .70.0•110.0 .rao.110.0 170.0•110.0 61.Mud Coley. 20.611.2.5@ •70.0-110.0 •70.0-110.0 ND.O•110.0 •70.0-110.0 •70.0•110.0 •70.0.170.0 •70.0•110.0 140.0-170.0 JAMB EqudIW 20.517.26.810 .7010 •110.0 .70.0•110.0 .700•110.0 +700 410,0 Equi-01. 20617.25.616 140.0-110.0 •70.0 •110.0 •70.0.110.0 •70.0 410.0 N0.0-110.0•70,0-110.0 •70.0•710.° 470.0-11°.0 EXTERIOR SASH 46 6Ndad P.4- 17.617.20.670 +70.0 4t0.0 +70.0-110.0 +70.0-170.0 170.0-110.0 46 9l.MadNegaw 17.617.20.5/6 •70.0-1100 -70.01-110.0 -70.0 •110.0 •70.0-110.0 •70.0-110.0 •70.0-710.0 •70.0-110.0 •70.0-110.0 a HEIGHT Cudan slre 14.517.17.!10 .70.0•11°.0 .70.0 410.0 •70.0-110.0 +70.0-110.0 Cudamsue 14.517.17516 •70.0•110.0 •70.0-110.0 .70.0"110.0 •70.0-110.0 +70.0•770.0 4740•710.° •10.0-110.0 •10-0•110.0 cm-6d. 12.517-1310 .70.0•170.0 +70.0-uao •7ao-170.0 +7ao-10.0 C.S..8h. 12517.14.518 .T0.o-110.0 170.0-10.0 •70.0.110.0 MA 410.0 1400-10.0•70.0-10.0 .70.0-1140 •70.0 410.0 SECTION DETAIL FOR sw..1 +1.317.1.516 .70.0 -0100 +70.0-110.0 .70.0•110.0 .700•110.0 slw0e.1 1+.377.12315 140.0-10.0 •70.0-10.0 •7ao-110.0 •70.0-110.0 .70.0•110.0 140.0•110.0 .70.0 410.0 •70.0-14.0 WINDOWS WITH Q g TAW 33.208-37.600 +70.0 4WO +7D.O 49.0 +70.0 -9fL0 •70.0 -0OA Pa T9m1 31 .37.538 .70.0-110.0 140.0 410.0 •70.0•10.0 +700 410.0 •70.0-110.0 140.0 80.0 •70.0 83.0 •10.0 80.0 6uMad cau90 8617.37701 470.0 •110.0 470.0-1740 4140•nao .7ao-110.0 i Blardad Cor.9e 20.617.33" .70.0 410.0 •70.0-110.0 No.O-110.4 •70.0•10.0 •70.0-10.0 170.0•110.0 •70.0-110.0 No.O 410.4 LEVEL R3 REINFORCEMENT 26 EgdBN nan•2esta .rao-170.0 470.0-10.0 Nao .0&o 470.0•170.0 EgDl4I. 21417.2051& •70.0-110.0 .70.0•110.0 -7040-11°.0 410.0-1700 1740-110.0 410.9 100.0 4040"Hao .700-10.0 &GLASS TYPES 9-16 O Gahm 674. 20.617-23.616 +70-0 410.0 .T0.0-710.0 .70.0•110.0 +700 410.° CulomBM 20.517-23510 +70.0-110.0 +70.0•110.0 -7001-110.0 •70.0•110.0 •70.0•110.0 -7010-110.0 •70.0"110.0 170.0-1100 SILL } (REINFORCEMENTS SHOWN 80041.4 Pre4nv iZ617-20510 •70.0 •IIDA -70.01-110.0 +70.0"110.0 170.0•140 8 4B'�5 StnArd Prwl.w 17.517-20.61 •10.5-110.0 .70.0-v0.° +70,01-110.0 .70.0-110.0 •70.0-110.0 +70.0-tfo.D •T0.o 4110.° •70.0 411°.0 IN FIGURES ABOVE APPLY Gal.,n Bu. 14.617.11.515 •70.0•110. +MO-1 MO +70.0.10.0 +70.0.110.0 St cwkinsu. 74.517-iZ618 •70.0 AlaD •10.0•it°.° •70.0•10.0 .70.0-110.0 •70.0-v°.0 •70.0-10.0 •70.0•10.0 .7ao-10.° TOALL FRAME TYPES& &W-BW 12517.1.6111 .700.110.0 +70.0-110.0 +70.0.710.0 .70.0•110.0 CudomBu. 12577-14.6111 •70.0•110.0 .TO.D-)IDA •70.0-11D.0 -7040-110.0 140.0•110.0 •70.0-110.0 140.0-110.0 •740-110.0 CONFIGURATIONS) 81.171041 11.377.12516 +7040 410.0 +70.0.110.0 470.0•110.0+TOO-110,0 Shaded 11.377-12518 •70.0•110.0 •70.0 •IIDo •70.0-110.0 +70.0-710.0 •70.0•110.0 140.0•11°,0 •70,0-11D.° •70.0•10.0 Toll.1 30.617.41.844 +70.0 410.0 410.0-110.0 470.0 410.0 1TDA 410.0 Ta1m1 30.617.41.644 -70.01-110 0 .7&0"110.0 -70.0•110.0 •70.0 410.0 •70.0-11D.0 +70.0.110.0 •70.0 410.0 •70.0-105.7 0 6md.dCm.9• 31.517"30515 .7010 •110.0 +70.0-110.0 •70.0 4100 .70.0 410.0 6NMadCoUp 2.617.39815 140.0-110.0 •70.°-11°.0 •70.0•110'0 •70.0-1140 .70.0-770.0 •70.0-110.° •70.0-7°8.5 •70.0-1010 Egud40e 8517.31.616 .700.110.0 •70.0.110.0 +70.0•11&0 .70.0•110.0 Equal-Ile 26.517-2510 +70.0•110.0 •10.0-110.0 .700-110.0 140.0-110,0 470.0 410.0 140.0-1/11.0 •70.0"707.9 •70.0•102.0 St.Mad Prol.w 21517.25.510 470.0 410. +70.0•110.0+70.0 410° 180•11°.0 &1441414 Pra4.w 23.617.26510 •70.0-110.0 •70.0 410.0 •70.0 AMC •70.0 410.0 •70.0-11D0 .7O.D-110.0 140.0•11°.0 .70.0-106.2 02 G.Wn Guo 20.617.23.515 470.0-110.0 470.°•110.0 +70.0 41DO +rao•110.0 d2 Cudom Bk. 20.617.21610 •70.0•110.0 •70.0-110.0 +70.0-110.0 140.0-110.0 140.0"110.0 +70.0-110.0 140.0•110.0 •70.0-107.0 0.1-sh. 17317.20.510 .70.0 •710.0 .70.0•110.0 •70.0-11DO 470.0•1700 Culom9u. 17,517-20518 +70.D-710.0 110.0-110.0 •70.0-tt&O +70.0 410.01-70-0 •110.0 •70.0-770.° •70.0•110.0 •70.°-109.0 G.mm Bk. 14.517.11.516 +70.0-100 .70.0•100.0 •70.0-1100 -70.0•110.0 Cudom Bk. 14517.1751° •70.0•710.0 •70.0•110.0 .700•110.0 140.0-106.0 .70.0-1026 •70.0•1°0.6 140.0-700.5 •7010-1106 G.t.m ri.. 11D1T•14.610 .7010 410D .70.0"1100 •70.0.II0.D •700 410.0 Cudomeu. 13 C17.14.610 •700 410.0 •70.0-110.0 •70.0-1°5.2 •70.0•100.7 .70.0 87.1 •70.0 -04.4 •70.0 -04.4 •70.0 84.4 shot t 11.8°4.13.010 +7010 4120 MA-110.0 470.0•110.0 •rao•110.0 shvM.1 11.064.13016 .70.0•110.0 •70.0-110.0 •70.0-7028 •70.0 87.0_-7..0 -07.3 140.0 -00.1 •70.0 80.° •700 -00.0 Mon 3M17.41.661 .70.0-110.0 .70.0•110.0 140.0.110.0 +7DA.15..° TaOipl 39.617•{1.811 140.0-11°.0+70.0-110.0 140.0•110.0 14°.0-110.0.70.0-110.0 .70.0"110.0 170.0-101.5 •70.0 88.0 DAIC.BUD 3&617.39.618 .70.0 410.0 -70.01-11010 470.0-1 too 470.0 .110.0 dul.msuo 36.517.39SIO •70.0-1+0.0 170.1-111.0 +10.0•110.0 +70.0 410.0 •TOA-110.0 •70.0-71°.0 'DO-701.7 •70.0 -00.3 Eg,lNe 15.677•]8616 +70.0-1100 .70.0.+100 .700.170.0 470.0•110.0 Ewd44e 35.517-30.515 .70.0-11D.0 .70.0•110.0 .70.0•110.0 •70.0 •110.0 •70.0-11D.0 .70,0-110.0 •70.0-100.4 •70.0 85.0 75 Custom at. 3261.35.515 470.0 410.0 +rao 410.0+70.0-110.0 +70.0 •110.0 _ 75 cd-But 32.617-355+0 •70.0-11 D.0 110.0-110.0 •70.0 Z!!2 •740•110.0 -Xi 410.0 •70.0-110.0 •70.0 •100.7 •70.° 852 euMad Prwl.w 8517"8.616 110.0•110.0 •70.0"110.0 +70.0-11&0 •rao.110.0 SleMadProd.w 28.617-32418 •70.0-110.0 •70.0-110.0 •70.0-11°.0 +70.0•1100 •70.0•1140 •70.0-539.8 •70.0•/DLO •700 -00.1 Cwmm6k. 8617.20.618 +70.0 410.0 470.0•110.° 140.0•110.0 +70.0 410.0 C-udom Su• 26.517-20.515 .70.0-110.0 -70.0•110.0 .70.0-707.9 +70.0•102.4 •70.0 -030 •70.0 894 140.0 8010 •10.0 -00.4 SindoU 8616.8510 +70.0•110.0 .70.0•+10.0 •70.0-110.0 470.0.110.0 snerl.el 25618.10.618 •70.0-110.11 •7(1.0-110.0 •70.0-1018 •70.0 80.1 •70.0 4l.4 •70.0 -021 M. -02.1 •70.0 -024 EWW" 35.°17.41.6! 170.0 .110.0 +81.0-110.0 .70.0-110.0 •70.0 MOD EW148. 30.617-41.514 •70.0•110.0 •70.0•710.0 NO.D-110.0 .70.0-110.0 .70.0 •110.D •700•109.9 -70.0145.7 140.° 41.1 - 64 Cw Sk. 35.517.35.5t8 470.0 •10.0 +10.0-010.0 +70.0-1140 47°.0•110.0 M C.00m so. 35.617.38.610 +70.0•110.0 110.0•110.0 .70.0-107.0 •70.0-102/ •70.0 840 140.° 4010 •70.0 -00.1 +10.0 -01.0 Bladed Prai.w 33.°1°•35.510 140.0-110.0 •70.0•110.0 140.0•11x0 +70.0•110.0 BNMad PraHw 33.010.36518 •70.0•110.0 .70.0•170.° +70.0 •1028 •70.0 .41.0 .70,0 -03.3 •70.0 -NA •70.0 40.0 •70.0 490.0 appruvcJ D3canplylttgwOh Hu Of.ro T.ImI {1.814 +70.0-110.0 .70.0•110.° -70.0-110.0 •70.0•110.0 91.78 TN 41.044 •70.0-1100 .70.0•110.0 470.0•702.8 .rao -07.0 •70. 83.3 •70.0 80.1 •70.0 40.0 470.0 -05..0 Flm ldd wJ6llnp CJC 5.t SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. RIHe{d BY: Mo: Ratelon: 1771 udD gProQuNC - - 'Al LYNN 21Q� Q�'�•,.• LICENSE '•.�� � 8.51044 W. ODto: Ralston: y1 r No.50705 x NOTES: - J = ® DeaPrfp0on: Orvwn BY: 1S)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. J '� r ; DESIGN PRESSURE TABLE J ROSOWSKI i �^ %��•'•, aTE OF :' 1070 TECHNOLOGY DRIVE TIDO: Dato: 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. %T��'•.,F<ORID?'.•'G�•� N. VENICE, FL 34276 SiNGLE HUNG WINDOW INSTALLATION-LM 05(15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN �!S8/0NA�58705.(r�•` (941)-400-1600 Seltde/Mode1• S"lo: Shoot: Drowing No. Rer. ON THE TABLE. AhtyRE NN;MILL05'P.E. CERT. OF AVIH. 029290 SH-5500 NTS 7 OF 13 MD-SH5500-01 D �ddaQaoo©Q©©vac©oo©©4ov©©©a4o©©©©A©a©©©©©©v©©4CC©coomm. . dQQdQQQQ©ado©444444a4444400044DDQ4Q4444Q4Q44444444©�� .aaaadaaaaaaaoaaaaaaaaaaoaoaa4aaaaaaaaaaaaacaoaaaaaoo daaQadQQQ44ada4QQ4Q4QQQQQ44CQ4Q444a4©4D44Q444aC4CaC�. B4Qd44000ad444D4444a44D44QQQ444QDQ©44D4000444444444L�0. aaaaaaaoaaaooaaaoaoaoaaoQaaaaaaoaoaaaoaaaacaaooaaac aaaQdaQQQQQCQdQ4Q4Q4QQQQQ44CQQQQ44CQQIIQ44a444aa4QCQQ a4QdQ44QQad444444©Qa44444QQ44444Q4Q4444QQ©444444RD©',��- 44444444444444©4444444444©44440©©©44©444©444©©440©�:� adaDaa©QD4©dCaD4Q©4DQ4©QQ4DC4aQQ44aQ44444a444aaD4CQC"�3. . � :.d44ddQ4©4ad444444QQa444444444444Q444444444444D44D44���. 44444444444444444DDD4444©4444444444444444444444444©:� - dda4aaQQ4QQflad0004D444QQQD4a4©4444aQD44D4D444aDDCaC;�, _ a©©dQQ4Q4ad444D4000a444444QQ4444QQQ4444Q©Q4D44444D4;��� 44444444444444444444444444444444444444444444444444©i�7 addQaaQQQ4QaCaQQQQQ444Q4444a4QQQ4DaQ44444a444aC4CaC�. . dQ4000Q4Qad44D444QQd44444QQa4Q44QQ4444©4QQ4444444Q4.�0� 444444444444444444444©44444444444444444444444444444'�"9 daa4daQQ4QQdaa4Q4QQ44000Q4DCQQQ444aQQ444pQ444aa4CaC'C:�1�- d4a04444aaD444©DDD4a©©44D©4a44DDD© 4444©Qa4a4444Q44Ca3- 40Q©4444444Q444444444444444444444444444D44444444444� a•� dddElddQ©©Q4ddd4©d4Q44QQ©444a44QQ44aQQ4444a444aC4000�. .. a4QaQQ©174adDD4D4Q©Dab44D4©D44DDD4QQ4444Q4Q4D4444444L�1�� oaoaaaoaoaooaaooaaa000aoaaoadaaoaaoaaaaaaaaaoaaaaoo aaaQaaQ44QQddaQQ44Q40004©4Da4Q4Q44aQQ4444C444Ca40Cq�.• a44d44b4Qaa44D4444Qd444444©Q444444Q4444444444444444�:Zyi�. aocoaoaoaooaaaoadonnooanaeaadnaaonaanaaaoaacnoonaao,o8 aaa4da4000Qdaa©QQ4444Q©4Q4DC4©D444aQ©4444C444aa4aaC'�1. d44aQ4Q44ad444444QQa444444Q44444QQ4444444Q444DD44D4QCZ3�� 444444444444444444444444444©44444©©4444444Q44444444,0- ada4da4000QaaaQ444Q4©QQQQ44C4QQ44DaQQ4444C444CC4naC�7�8:. aQ4d44©44aa4D444Q44d44444Q4QD44D44Q44444QD444444444L�- - � 44444444444444Q44444444©©©4444444x44444©44444DDD44DD . 44444�10� daaQaaQQQ4QaaaQQ©QQ4000©44Da©4QQ44a4©4444a4D4aa4CaC�. _ ' i - dQQa4QQ4Dda44444Q4Qa444444Q444440Q44444Q4©4D44444 44444Ci444444444444444444444444444444444444444444 ,M daa4da4Q4QQaaa444QQ4QQ4Q444a444Q44aQ44444d444Da4momC �.. aQda4©D4©dao4444000a444444©444444©©4444�lQ4444444444� . zw 4444444©©444444444444441444D44444444444444444444©44 daaQad4QQ4Qdaa000QQ4Q4Q4©R4C©©4Q44aQ44444a4D4Qa4QagG"� � aQ4aQQ©Q4ad44444Q4©44444444©44D44D©44444dQ444444444�� 4444444444D444444444444D44D44444444444444444p4444440- ddaQddQQ4QQddd44©444©©Q©Q44Q©4�lQ4Da4QD4D4a44D000QD��� . - � aQQdQD4QQad4D4D4Q4Qa4444D©QQ4444000444444Q4D4D444D4L:�!•� flaaoaaaooaaaaaaoaoaaocoQooaaoaaaoaaaaaaaoaaaoaaaaaa� �I aaQQdaQ4aQDaaa000©Q40004QD4C4QQQ44CaQD444a4D4na4naar.��� . a4QdQ4©44ad44444Q44a44444©Q444D44444444©4Q444444444�- - onooaoaaaaavconoanaaaaaoaaaaanaoacoaoaooanoonononnco - - adaQda4000addd4QQ4Q4QQQ4Q44QQQ©Q44aQQ4444a444aC4000tT:'�.. ddaQda44000dCQQQ44Q4QQQQQ4DaQQ4Q44aQQ4444a444aa4nCC;���: :. �� dOQCQQDQQad444444QQa44D444Q444444444444©44444444444m 444444444444444444444444444444444444444444444444444 • adQQad4000QdaaQQQQQ4QQQQQ44CQ4QQ44aQQ4444a444aa4aaC�• : dQQaQ©44C1aa44444444a4444D©4Q44D4©QQ4444Q4Q444D4444DL+��� 4444444444444444444©4444444444444444444444444444444m . daaQdaQQ4QadadQQ44a444Q4Q44a4000440QQ4444C444aa4aaC1:�1�� .: aQ4a0004Dda444DD©QDa444DD©DQ4D44QD44444©QD4D4D44D44�- . 4444444444D4444444444444444444444D44444444444444444m daa4aa44000dddQ44444444QQ44nQ4QQ440QQ44440444aC4aCC9�� - cc aQ4Ca4aQQaa44444Q4Qd4444444Q44444©44444©aQ444444444,�- .. 4444Q44Q44D44444D4444444D44Q4D4Q44Q4444444444444444�- � -h flflflflflflflflfl©flflflflflflflflflflflflflDflflflflflflflDflflflflflflflflflflflfl©flflflflflflfl mDflfl©flflflfl©©flflfl©flflflflflflflflDflflfl©flfl©DQfl©flflflflflflQQflflflflflQflflQ LLI �D�aaaflGaflflDaflflflflflflaflflflflflflaflflflflflflflflflflflflflCGC©flflflflQC©CoQ 0©fl©©flfl©fl©©flflQ©G1fl©©flflflODfl©flflflfl©D©©©flfl©flflfl©©©©fl©©©fl©D �mflflflflflflflfl©flflflflflflflflflflfl©©flflflflflflflflflCflflflflflflflflQC©flfl©flGflflC - �aaaflaGflflflaflflflGlflflGflflflflflflOflflflfl©flflflflflflflflQCCfl©©flflQCflCQC _ Dflflflflflflflflflflfl©flflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflDflflflfl ` _ -DmDflflflflflflflflflflflflflflflDDDflflflDflflflflflflflflGflflflflflflflflCGflflflflflGflflQ �aaaflaGfl©DD©©Dfl©DDD©flflflQaDDflDflflflflfl©flfl©GOC©flfl©0G0©GCC : _mflflflflflflflflflflflflflflflflflflflflflflflfl©flflflflflfl©flflflflfl©flflflflfl©flflflflflfl© �� � . . -���flflflflflflflflflflflflflflflfl©flflflflflDflflflflflflflflQflflflflflflflflQQflflflflflQflflQ �aGaflaGflflflaflflflflflflDflflfl©©DGDflflnflfl©©©flflflflQCQflflfl©flQCflQCQ OflflflflflflflflflflflflflflflflflflflflflflDflflflflflflflDflDflDflflflflflflfl©flflflflflflflfl '��Dflflflflflfl©flflflflflflflflflflflflflflDflflflflflflflflQfl©flflflflflflQQflflflflflQflflC �aGaflaafl©flflflflflflflflCflflflflflflaflflflflflflflflflflflflflGCC©flflflflCCflGGC .`• - ��oaoaaaoaaaaaaaoaaaQaaaaaoaaaaGaaoaaaoaaaQaaaaaaaoaaa r mflflflflflflfl©flflflflflflfl©flflflflflflDflflflOflflflDGfl©flflflfl©flQCflflflflflQflflC l - mQaaflGaflflflCflflflflflflaflflflflflflaflflfl©flflflflflflflflflQCCflflflflflCCflCCQ V mGGaGOQaCGaaGflGaGGGGCGQGGCCaaaaaGaGaCGGaaGaaaGGGaman �maaomflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflGflflflflflflflflGQflflflflflGflflC � join floaflflflGflflflflflflaflflflOflDOflflflflflflflflflflflflflGGCflflflflflGCflGGG O©©flflflflflflDflfl©flflflflflflflflflflDflflfl©©©flfl©©flfl©Dfl©flflflDflflflDflflflD .� ©flflflflflflflflflflflflflfl©©©flflflflflflflflflflflflflGflflflflflflflflGQCflflflflGGflC CZfl7aCaflaGflflflaflflflflflflGflflflfl©©CiflflflflflflDflflflflflflQCCDflflflflGCflCCC _ - �� ©©©©aflflfl©�flflD©©©©flflflflfl©flfl©flOfl©©©Dflflflfl©©©©©©©flflD©©©© mflflflflflflflflflflflflflflflfl©flflflflflDflflflflflflflflQ©flflflflflflflGQflflflflflQflflC maaaflCaflflDaflGlDflfl©QflGlflflflflGflflflflflflflGlflflflflflCGC©flflflflCCflGCC mflflflflfl©flflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflfl©flflflflflflfl BmflflflflflflflflflflflflflflflflflflflflflflDflflflflflflflflQflflflflflflflflQQflflflflflQflflQ �aCaflGCflflDaflflflflflfla0D0fl©fla©flfl©©©©flflflfl©flCCGflflflflflCC©GGG �flflflflflflflflflflflflflflflflflflflfl©flflflflflflflfl©flfl©©flflflflflflflflfl©flflflflfl©© •�mflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflQ©flflflflflflflQGflflflflflQflflC maaaflQaflflDGflflflflflflaflflflflflflaflflflflflOflflflflflflflQCC©©flflflQCflCCC maaaaoaaoaGaQaaaaaaaoaooaaGaoaGoaQaQGaGaaooaoaaaGaaa -Bmflflflflflfl©flDflflflflflflflflflflflflflflflfl©flflflflflCflflflflflGlflflCCflflflflflCflflC �aGaflGaflflDGflflflflflfl0flflflflflflOflflfl©flflflflflflflflflCGC©flflflflCCflGCC �QmooaaaGaGaoaaaaaaQQaaaQaoaGaaaaaQaoaoaaaaaaaaaGOGaaa mflflfl©©©flfl©flfl©©flflflflflflflflflflflfl©flflflflflQflflfl©flflflflQQfl©©flflQflflQ mGGaflGaflGlflGGlflflflflflaGlDflfl©flaGlflflflD©flflflflflflflDGCflflflflflQC©CCC Oflfl©flflflfl©flflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflfl©flflflflflflfl 0mD©©flflflflflflflfl©flflflfl©©flflflflflflflflflflflflDQflflflflflflflflCGflflflflflQflflQ maaaflaGflflflGflflflflflflCflflflflflflGDflflflflfl©flflflflflflCCCflflflflflCO©CCC flflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflfl©flflflflflflfl©flflflflflflDflflflfl .�mDflflflflflflflflflflflflflDflflflflflflflDflflflflflflflflGflflflflflflflflGCflflfl©flGflflC Q3'".JaQaflaaflflflCflflflflflflaflflflflflflaflflflflfl©©flD©flfl©CCCflflfl©flQC©CCC �D�DflflflflflflflDflflflflflflflflfl©flflflfl©flflflflflflflflDflflflflflflflflflflflflflDflflDfl mflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflGflflflflflflflflQQflflflflflGflDQ �aaaDooflflDCflflflflflflGflfl©flflflflflflflflflflflflflflflflflQCCflflflflfl00©CCC.. ��im©flfl©©©©©flfl©©flflflfl©©©flflflDfl©DflGlflfl©flfl©©©©flflflflflfl©©GlDflflflfl mflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflQflflflflflflflflQQflflfl©flGflflC maCaflaCflflDaGlflflflflflaflflflflflflaflflflflfl©flflflflflflflQCC©flflflflCCflCQC ��{OflflflflflflflflflflflflflflflflflflflflflflflflflflflflDflDflflflflflflflflfl©flflflflflflflflflfl mflflflflflflflflDflflflflflflflflflflflflflDflflflflflflflflQflflflflflflflflQQflflflflflGflflQ maaaOGGfl©Da©©©flflflaflflflfl©flD©flfl©©©©©©©©flflCCC©©flflflCCflCGG ��oaaaaaaaoaaaoaaaaoaaoaQaoaaaoaQoaaaaGaoaaaGaaaaaaaaa mflflflflflflflflflflflflflflflflflflflflflflDflflflflflflflDQflflflflflflflflCQflflflflflQflflC, �aGaflaGflflflaflflflfl©©Gflflfl©flflGflflfl©flflflfl©flflflflQQQ©flflflflQO©Goo �aGaGaQaaaaaaaaaaGaaaaGaGaaaaaaaQaGaGaGaCGaaaaGGOaaa, �mDflflflflflflflDflflflflflDflflflflflflflD©flflflflflflflCflflflflflflflflCQflflflflflCflflC• Q?�7GGaflaaflflflaflflflflflflaflflflflflfla©flflflflflflflfl©flflflQQCfl©flflflQGflQCC ��Odflddflflflfl©flflflDflflflflQflDDQDQQflflflQflflflflQQQQQQfldDflDflflDQflDD � Q�dflfldQflflfldflflQflQfldQaflQdflflaaQQQdfldaaflQflQflflflaaaaQQDaaQa m,Da�daaflQdaflflddQQadflQflQQaflflflQflflDflQQflQQaaaQQQQQaaQaaa O0 dfldddflfldfldflflfldflflfldflflflD©flflflQflQfldflQQQQflfld QflDflflQQQfldd .�E'�J'ddddflQQdflQQflflQddQOQQdddaOQflflflddaOflQQQddd0a00flQDClaDa �QOQdafldQflOddddQQCQdQflflQaflDflQflQQflQQQQQOaaQDQflfl0aQa0G �0Odflfldfldflfldflflflfldfldflflflflflflddflddflfld©flfldflflDfldd©flflQQddQfldd ` - mddfldflflflflDflQQQdfldDQflflflfldQQflflflflddaaQQflQQfldaaaaflQDaQfla m DaadaaflQdafldflflflQDflflQQflDaflflflQQflQdflQflflQaaaQflQQQ9aQaaa :OdflQddddfldflflflflflfldflfldQflflddflflflflflfldflflflflflflflddddflflflfldflfldD -��ddfldddflflflflQQfldfldQQQddddQflflflfldfldaQQQddflddaaQQQflflaQQa mOflOflCOflflfladflddQQa©flflQflflDflQflQQQDdflQQQQaDaQQflDQaDQaGo i�dflfldflflflfldflflddflddflflflflflflflflflflfldflflddddflfldflfldfldflflflfldflddd `OmdQQDflQflfldQQQddddQflflflflfldQflflflddfldaQflQfldflfldaaQflQflQaQQa m�aada0dddaddflflflQaflDQflflQafl000QQfldflDQflQaaaQQQQQaaQaaa .`. ��.OddfldflflflflfldflflfldfldflflflfldfldddflflflflfldflddflfldflflddflflflflflDfld00 mddfldddflddQQQddddflQQfldflflflQflQddddaQQQddflQdaaflQQQflaQQa l m DaaQaadddadflfldflflafldQflQDaddflDDQQflQQQQflaaaQflQQQaaQaaa �GaDaOdaaGOaaDaaaa00000aaQ0aaDaDaa0000000000aDaG0a0G ��ddddQDQfldQQfldflddflflQdQddQflQddflfldaQQQQddddaaQQQQflaflQa � GL'"r7,DGODflOQddOdQ©QQQflQ©flQflfla©QflQflQQdflQflflDOGaQD000a0QaGO �Bmoo©©v©c°i©©oo©©novo©00000fl©v©0000©v©000000©00000°vv000 i.�dQddddflQQQdflflflflQQflQQflaOQflQQQa00flD00000flflflQDOOC�DQGQfl ��dQQdaaQQdaaaaQQdQflaflflfldflflaaQQQdflQflaaQQddflQQflflaaQflafl 6L''�CQQdQddflQfldQdQQQOQQQflOGOdflQQ000QQQflQQQ00QQ000QOaCCa _ ODflfl©DflflflflflflflDDflflfldQflflQQflflQQflflflflQDflflQflQQDQflflQflflDDflflD - dflfldaQflflflaaaflflfldflaaQQdflflflaDDflfldflflaaQQDfldflODDDaflflflafl ���CafldOdflflQadflQflflfladflflflflfladdQQQaadQflaaaaaaQflaaaaaaaaa OddflflflflflflfldddfldddflfldflflflQflflflflflflflDflflflflQQflflddflflflQddflfldd LU 88m dflfldQQflfldaQflflflfldaaflQdfldaaflflfldfldflaaQQfldfldflflflaaQflQaaa C�aOdaGflfldaQdfldQDaddQflflQOQflflQQQQdQQflaaaaaflQQaaaamama O.DflflflflflflddflfldflflfldfldflQflfldflddflfldfldflflflfldddddflfldflflfldflfldfl �a�dQddflQQdflaflQQdddaQflddflflaaflflflflddaaQQQflflfldaaaaaQDaaQa �QaOdaaflddaflflflflflflaflflQflflQafldQQflflQflflDQflaaaaQQQflaaaaaaa ��Odflflddflfldflfldflflflfldflfldflflfldflflflflflflfldflflfldddflfldflflfldflfldflfldd �dQddQfldflflQQflfldQdaQQddfldaQflflddfldaaflQflddddaaaQQQQaafla m�0adaadfldaQdddDQ�flflflQflQaQd000QQflflflflQQaa�QQQDQaaflaaa �Gaa000aaa00a00aa00aaQ0aDa�00a000aa0da0000000000aGGC Om,©dddddflddQQQddflflQQQQdfldflQflddQQdaQQQdfldddaaQQQQQaQQC �:GaadaadfldaCld©©QQaflflflflQQadCIQQQflQflQflQQQaaaQQQQQaaQaaa .O©fld©flflflflflflflflflDDOflflflflflQQflflflflflflQO flDflflflaflQflflDDflflflDDDQfl ��dQddaflflflflaaaQQQdaaaQflddaflaQQQQdflOaaQflQfldQflOaaaQQaafl mCaddafldQdOQdddflflaDdflflQQOQflQQQQodflflflaaDaGQQQQ00aaaCa O ddfldddflQflflflflflQQQddDQQQQflQflflflDDflflQflflQQQflQflQflDQflDflflDD Om©flfldaQQQdaaaQflQflaaaflflfldaaaflflQQdflflaaQflQddOflQaaaflQflaO �CaQfladQQdaddddQQadQQQQQaQflQQflQQflQQQaaaaaQQflaaaaaaaa �7dflfldfldflflddddflQQDflflflQflflQflflflQQDflDflQflflflDflflflQflfl000DflflDD �Q�7dflfldQQfldflaaQflflfldaaQQflddaaflflQQddflaafl000ddOflQaaQQflaaa m0aadaaflddDQdddQQaddflflflflafld000QddQflflaaaaaflQQaaaaaaaa.. Y88��dflfldQflflflQflflflflflfldflflflflflfldflflfl©flflfldflddflflflflfldflflflflQddflfldd .ddflflflQflQdQQQQflfldaflflddddaaQQddfldaaQQQddddaaaaQQQaafla m�aadaOQfldafldflflflflafldQQQQaQflflflQQflflQQQQQaaaQQQflaaaaaaa B�mD'dflflflflflflfldflflflfldfldflflflflflfldflflflflflflfldflflflflflflflfldflflflflflflDflfldd L'CST;DQQdflQdQdQflflflflQdQflflddddaQflflClddDaQQflQdQQDaaOflflDQOQflG DGadaOdddafldQflQflCdflQflflflaflflflQ©flDdflflflflfl00afl000fl0aQ0a0 B�Odflfldfldflfldflflflflflflflflflflflflflfl©flflflfldfldflflflflflflflfldflflflflflflflflfldD �ddflfldfldQDQflflfldfldQflflddfldQQQdfldfldaQQflflflQfldaaQQQflQaQfla mCaadaadddCddddQDa©DflQQDO©flQQQQDdQQDflQaaaQQQDDaaQaaC OGDOGD�aaaaa�aaaDaaa00000aaaDa0C0aQa000a000aDa00a0G�. ���©flflfldflflfldQflQfldflflQQQQflflflQflflDfldfldaQQQfldQfldaaflQDflQaflQa' :�DadCadQdCddflDQQCddQQflQadDDflQflflflQQQQQ00aQQQflQOaQOGG 3.600" 3.500' 3.500' 3.500' •-�� .082' --y�- .082" -��- .062' --�'►- .062' as a .060' -�I 1.184" I - I 1.4183" 1 1.4183• 1.4183" 1.483' .070' --►I�- El 1 o QD 1 ��+r� .716' .070• J- -L ___ Ill_ �J .810' l _ �- -+� 1.185 I � �11� •150' .8 O HEADJ-CHA/JNAMB FRAME � -' FLANGE O HEAD JAMB ME 1.375' OHI ADlJAMB O HEAD/JAMB FRAME 23 LIGHT SASH �5 HD SASH 1.376 OREINFORCEMENT OREINFORCEMENT 3.483' ---►{ 3.483' 3.483' I 3A83' - .070' --� 1.162' � ,070' -►•I{+�- .062' -rlE+- .082' OIC .082' -{I•- .062' .791' 1A36' 1.041' Q -L L .130• 2.444' D D 1.331° f+- -.-� 1.340' I•+- 2.444' 2.444° �D 2.444' 28 STANDARD 27 HD MEETING REINFORCEMENT MEETING RAIL Q❑ 0IREINFORCEMENT Llff D�D .625' F:DFR'AME ANNEL .�'' FLANGE 1.d7- O SINL FRAME O FEQUALLEG RAME SILL T 1.375° SILL r a FRAME SILL 78IT 1972• --1 r 1.641' i -►{ 1.216' _ 1.378' - . 2-.-1 0-0"'-1 ---- - -- - - . 1,411172'JJJ ll--iLI .050' 1.565- 1.630' ' 0 J 2.176' J76 .375 355' 471' .680° .34T4" -1 J��690' .050' 35 1.000' 7 .080"��J- 070 - - ---- - -- - --- - FIXED 14 MEETING RAIL 18 SASH RAIL 17 COVER CE 18 SCREW COVER 19 INTERLOCK 20 INTERLOCK COVER 21 INTERLOCK O 22 INTERLOCK COVER -,iPlllvvcd aecomplylag with ih• 4YNN_ll��/ - Revteedey Vote. ca. ReNalon NOAUadeprod.ucon- - - .300.-- �� ,�,OC1Y:,......!�T/�,p/, - - - - - -- ----- = -- ---- ---- - - - - -- •�o� .176' I ����.• (10ENSE'• DY. .754' .750' _ Q• ^• RaNead Date: Revlelon: By: No.50705 Grown 8/. .035' --J�--� .025' -��-� - ® Description: OLAMI10 EXTRUDED ROLLED -'U vl � WINDOW EXTRUSIONS J ROSOWSKI 72 BEADING 81 SCREEN FRAME 82 SCREEN FRAME '•, S,A E f� lV/1. .: 1070 TECHNOLOGY DRIVE iflk: (tiDa ;��c�, ..FcoRIDI�..•��a� N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/ta:15/15 ,S�UNAL (941)-480-1800 Sodas/NodeL Seole: Sheet: DrowfnB No. Rev: A UI�t{[•g1408A,P.E. CERT. OF RUTH. /29288 SH-5500 NTS 11 OF 13 MD-SH5500-01 P.EJl 58705 TABLE 12: TABLE 12,CONT.: Bill of Material 0111 of Material,cont. # Part# Description Material # Part# Description Material 1 620101 Single Hung Frame Head&Jambs-J•Channe ---p7c- Auto-Lock Mechanism Steel 2 620102 Single Hung Frame Head&Jambs-Flange PVC 46 7201980 Sweep Lock Cost Zinc 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 720195&8 Auto Lack Cover Assembly Cast Zinc 4 620104 Single Hung Frame Head&Jambs-Equal Leg/Box PVC 48 76X1180PTX#8 x 1"Ph,FH SDS(Auto and Sweep Lock Screw) SS 5 620105 SFUDH Frame SIII-J-Channel PVC 49 720200 Auto and Sweep Lock Keeper Cast Zinc 8 620106 SH/DH Frame Sill-Flange PVC 60 ?76X34PPA #6 x 3/4"PH.PH SDS(Keeper Screw SS 7 620107 SH/DH Frame SIII-Fin PVC 61 1 420181 UR 18eveled Tilt latch Comer Key PVC 8 620108 SHiDH Frame SIII-Equal Leg/Box PVC 62 420182 UR IPull Roll Tilt Latch Comer Key PVC 14 620131 Fixed Meeting Rail PVC 63 7634PHFL #8 x 314"Ph.FH SDS(Corner Key Screw) SS 16 620129 Sash Rall(Sides,Top&Bottom) PVC 64 420183 Tilt Latch PVC 17 620134 Balance Cover PVC 65 420184 Tilt Latch Retainer PVC 18 620133 Sash StoplScrew Cover PVC 58 720207 1"Tilt Latch Spring SS 19 620156 Pull Rall Interlock 6005 T5 Al 67 420188 Plastic Tilt Latch Finger Pull PVC 201 620144 IPull Rall interlock Cover PVC 68 720192 Metal Tilt Latch Finger Pull Coat Zinc 21 620157 Beveled Interlock 6005 T6 At 69 420180 Pivot Bar Comer Key PVC 22 620145 Beveled Interlock Cover PVC 130 720208 1 Pivot Bar SS 23 620150 Light Sash Reinforcement 6063 T6 At 63 720191 Sash Pull Handle Cost Zinc 25 620152 HD Sash Relnrorcement 6063 T6 Al 64 720194 Sash Pull Handle With Latch Assembly Coat Zinc 26 620153 Standard Meeting Rall Reinforcement 6005 T5 Al 66 7834FPT #8 x 3/4"Ph.FH SDS(Pull Handle Screw) SS 27 620164 HO Meeting Reil Reinforcement 6005 T6 All 1 138 420188 Bottom Latch Strike Plate Cost Zinc 30 61644 Weatherstrip,.187"x.270"Fin Pile 67 ?78589 08 x 618"Ph.FH SMS(Strike Plate Screw) SS 31 BQ300 Weatherstrip,.190"x.300"Foam Bulb Fl9'P—VC 72 720135 Lam[LG.Bead PVC 32 61719 Weatherstrip,.187"x.220"PolyP[le 741 Backbedding,GE 7700 or Dow 791 Sillcone 33 61825 Weatherstrip Plug,.220"Flnseal 75 7164ON ISetting Block 7/8"x 1"x 11811),85+/-6 duro. EPDM 35 78XIMM #8 x 1"Ph.PH SDS(Interlock Mounting Screw) 78 lQuanex SuperSpacer nM with Hot Melt Butyl Composite 36 78)GTHPX #8 x 31 Ph.PH SMS(Meeting Rall Screw) 410 SS 77 lQuanex Dureseal Spacer Composite 37 71669SP Meeting Rail Screw Support Plate 6063 Tit At 78 Cardinal XL Edge Spacer Composite 38 720210 Weep Hole Cover PVC 80 81012 Extruded Screen Frame Alum 40 720X100(X Constant Force Balance 81 81011 Rall-Formed Screen Frame Alum 41 98 x 3M4 Ph.FH SMS(Con.Force Balance Screw) SS 62 7CKGLB21 Screen Comer Key for Extruded Frame X4 PVC 42 Spiral Balance B3 47042 Screen Comer Key with Pull Ring X2 PVC 43 720205 Spiral Balance Shoe Nylon 84 47041 Screen Como Key without Pull Ring X 2 PVC 44 78X114FPAX 98 x 1-1/4"Ph.FH SMS(Spiral Balance Screw) 4108S 85 70ASPM Tension Spring SS 88 61816048 IScreen Cloth Fiberglass 87 61635/816141.140"Screen Spline Machine/Hand Roiled __ Vinyl - - _ - --- RpprorcJ as complying with fh. \`\` vON LYIVIV /', RMaed fry. Date: Ravlslon: nIQffildllgdeO............ 4laoodea m — -- -- - - - - -- -- -- ---- - _ -- -- -- .. -/ - Ravlead try: Dote: Rovielen: 1/Y No.58705 �r ME � Oexrlp9on: Drof :1`�; BILL OF MATERIAL(BOM) J ROSOWSKI �;(�•'•FCORIDP.•''V-NG1070 TECHNOLOGY DRIVE ntim Dote: NOTES: ��SS Gr.` N.VENICE, FL 34276 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (941)-480-1600 1)PVC BY ROYAL WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. ���I I`li t" r\ Sadim/Nudel: Seale: Shed: Drow(np No. Rain. 2)ITEMS#9-13,15,24.28.29.34,39,61,62,68-71.73&79 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. A.LYNN MILLER,P.E. CERT.OF AUTH. #29299 SH-5500 NTS 12 OF 13 MD-S H5500-01 P.E. bB706 OPT.SWEEP LOCK O 46 48 OPT.AUTO LOCK 16, 20 47` •�• 67 OR 58 48 85 O 51 OR 62 1 48 f 1 � 65 1fi O OPT.PULL RAIL I I 22 92 ORO 19 INTERLOCK 8 P COVER 58 I i p 87 0 86 60 � I 35 �. OPT. 1 21 BEVELED MITERED FRAME WITH ,d INTERLOCK INTERIOR AND EXTERIOR 18 - 0 8 COVER 18 iT\ FRAME WELDS 4B O 54 /-@X4 moi} X4 16 63 14 1i Esse_ p --"----------••-.,_,,, �„ SCREEN pftA�H.. i OPT.PULL HANDLE ASSEMBLY 0 64 WITH LATCH DETAILS OR BOA E T FORCE `•.;�. ` ��°'J 18 62 OR 83 �`•, if/ — OPT.PULL 40 OR 43 42 43 SPIRAL BALANCE HANDLE 63 67 `�; .,y 1 16 MITERED FRAME WITH SASH INTERIOR AND EXTERIOR 37 ASSEMBLY FRAME WELDS ss as DETAILS -- - - /'- - - �, - - - - - _ - -EXTERIOR - - - -- - --- - 38 �, f l •• � \ 59 ------- -• \ _� - +Lpptroral as complytag wB6 fffi - _ i ` - CE 63 Dal.Flrin IryL e •`••. I1 I I I l l I '_•- ------------------------------•------_•._.-- NOAO C 5 FRAME �.� Y LYNN // Revised By., Dote: Rev1slon: 81Leml Dedeh o - -- -- --- -ASSEMBLY---- — DETAILS Revised By: Vote: ReWafonr N0.507 - 05 �� = •.` ..O G ® Drawn V�aen By;• EXTERIOR •A O �S �= EXPLODED ASSEMBLY J ROSOWSKI NOTES: C�.. Sl'A EOF (4�: 70 TECHNOLOGY DRIVE 7111o:lle: 1)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. Vote: t %F`, •.YoRivP,. '' N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ` /�S,s� NC��.; 2)J-CHANNEL FRAME SHOWN,PARTS 91 8 5.OTHER FRAME TYPES APPLY. /y O/�/.��„1G�,.� (941)-480-1800 sedes Model• Scale: Sheet: Omxl Mo. Rer. 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 88 7. A LVIVAIMILLER PE. / n9 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. P.EJI68705 CERT. OF AUTH. 129296 SH-5500 NTS 13 OF 13 MD-SH5500-01