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HomeMy WebLinkAboutProduct Approval RECEI'.'°:D SLED- 02 2016 MIAMI- MIAMI-DADE COUNTY FILE ROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES( PRODUCT 805 SW 6 Streeet,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.ntiamidndLgov/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(AM). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"5500"PVC Single Hung Window--L.M.I. APPROVAL DOCUMENT:Drawing No.MD-SH5500-01 titled"Single Hung Window Installation- LM",sheets 1 through 13 of 13,dated 05/15/15,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 MIAMIOADE COUNTY 1 Expiration Date: July 30,2020 712011 Approval Date: July 30,2015 t Page 1 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 1 l/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-5''' 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). Manuel a ez,P.E. Product ContrdlAxaminer NOA No.15-0519.05 Expiration Date: July 30,2020 Approval Date: July 30,2015 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. .MATERIAL CERTIFICATIONS(CONTMED) 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite@ PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas©(Clear and White)Glass Interlayers"dated 06/25/15,expiring on 07/04/18. 3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/28/13,expiring on 02/28/18. 4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15,expiring on 04/16/20. 5. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows i and Doors"dated 04/16/15,expiring on 04/16/20. F. STATEMENTS I 1. Statement letter of conformance,complying with FBC-2010 and FBC-511 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 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. Manueler z,P.E. Product Contra aminer NOA No. 15-0519.05 Expiration Date: July 30,2020 Approval Date: July 30,2015 E-2 ANCHORAGE EXAMPLE FOR 2841riNTAX.O.C. 21-StS' ANCHORAGE EXAMPLE I E)ESI(?NF'IkkSSURE RATING IMPACT RATING RADIUS-70P A., 54"MAX.BUCK WIDTH —1 MAX.O.C. FORARCH-TOP HEA 12'MAX FROM HEADER(SIM.FORALL VARIES PER REINFORCEMENT LARGE&SMALL MISSILE CFR(SIK_\ FRAME'SEAM 39' 12'MAX. NNDOWTYPES) LEVEL,SEE SHEETS 8.7 IMPACT RESISTANT FOR ALL I NNDGWTYPES) B.SEE MAX 04. SHEET 3 52-1/8*MAX.BUCK NOTH q'SEE 10"MAX.FROM SEE SHEETS B.SEE 30"MAX.O.0 12"MAX, FRAME SEAM D.SEE S&9 SHEET 3 12"MAX. SHEET 3f, PIXEO VISIBLE — — T SHEET4 1.114, EF 8,SEE 30"MAX.O.C. SHEET3 T SHEE 3 12"MAX. 12*MAX. C.SEEf FIXED SHEET4 + EQUALLY VISIBLE A,SEE 12'MAX. EQUALLY 17-71W MAX.O.C. SPACED LIGHT 17-718''MAX.O.C. SHEET ANCHORSPER SPACED o TABLES 9-11 HEIGHT If EQUALLYJ ANCHORSPER 91.10, SPACED 17-718"MAX O.C. TABLES 9.11 MAX ANCHORSPER w 84' BUCK TABLES 9-11 0 62" BUCK MAX. HE[ HEIGHT 0 0 1 — 11 MAX lo-MAX O.C. BUCK — 10 O.C. 10'MAX D.C. B K ASSHOWN X HEIGHT X x ID, HEIGHT (91.78- MAX.) /7 L—/7 ---------- EQUALLY 1"4-MAX.O.C. EQUALLY MAX.O.C. 17 13- EQUALLY 13-3/4' 3W MAX.O.C. SPACED SPACED VISIBLE SPACED SEE ANCHORSPER ANCHORS PER ANCHORSPER SHE J, TABLES 9-11 TABLES 9-11 HEIGHT�4T TASUES9-11 A SHEETS C A 8&9 MAX e j" 1 W MAX. NO ANCHORS AT SILL flIN6 f SEESILLWEEP-- SEESILLWEEP- 8 ___27AN L B NO ANCHORS AT SILL D SASHIVIIIATS'L�� SEE SILL WEEP- SEE SILL WEEP- B ANCHORS BUCKNDTH NOTCH DETAILS, _NOTCHDETAILS, 64*MAX. \�—NOTCH DETAILS, 1_1;11�NOTCH DETAILS, SHEET 3 LIGHTWIDTH SHEET3 SHEETS 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 ORIEUPROVIEW CONFIGURATION SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW 75"HEIGHT SEE TABLES 7-11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) 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)MUSTTEMPERED 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRYANCHORS.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..........I..........„.....,....1 4)ALL WOOD BUCKS LESS THAN I-112”THICK ARE TO BE CONSIDERED IX INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS FRAME,GLASS&ANCHOR DEPICTED AS 2X ARE 1-1 Ir THICK OR GREATER.1X AND 2)(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). FLANGE& 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.IN INSTALLATION,STALLATION ANCHORS EQUAL LEGIBOX.... 3 SHOULD BE SEALED.OVERALL SEAUNGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. INSTALLATION,INTEGRAL FlN 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. &i-CHANNEL..............._4 7)DESIGN PRESSURES., GLAZING DETAILS *­5 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E130D. DESIGN PRESSURE'S ...........B-7 B.POSITIVE DESIGN LOADS BASED ON WATERTEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E13D0. ANCHOR QUANTITIES...............8-10 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS 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. 10)REFERENCES:TEST REPORTS FTL-7964&7066;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NCA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE 8 BRONZEILIGHTER SHADES OF 4ppmvcd as compi),ing.11h jt� Ef CAP COATED PVC,EXTRUSION NON$:NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSIIAF&PANDS&ALUMINUMDESIGNMMU44,. id, u I% 11)APPLICA13LE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. LYNN URevisedDate: ReWslon: NOA"I"'01Be P..'.. Pod USER INSTRUCTIONS: lZe 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. Na.58705 3)KNOWING YOUR GLAZING OPTION(TABLE 1).WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN ® Desatlptlon: Drown try: PRESSURE FROM TABLES 4-8.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1. -13� GENERAL NOTES&ELEVATION ROSOWSKI . 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11.VERIFY THE ANCHORISUBSTRATE WILL MEET REQUIREMENTS FOR '0 71 Ail to., -SET ARE MET. YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET O'E. , '�, 1070 TECHNOLOGY DRIVE IN& 0 Q�. 5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (941)-480-1600 N.VENICE. NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, Rev: INTEGRAL FIN OR EQUAL LEGA30X). PE CERT.OF AM. #20296 SH-5500 3 1"MclukM00-01 TABLE 1:ALLOWABLE GLASS TYPES Glave {Listed from Exterior to Interior) Design Pressure Frame Glass Frame Frame Type Descriptionr) Table# Sheet# Types Options Con88s Shapes Installation Options that may be used (see Fig B) (see Table 1) (see FIS A) (vee Fig C) 5 7/8"Laminated LG.:1/8'A Eztedor Cap+7118'Air Space+5!161 Laminated;(2)Liles of 1/8'A Glass with.090'PVB tntedeyerF46 6 6 718'Leminatod I.G.:1/8•T ExtedorCep+7/1B'Alr Spaoo+6118'Laminated;(2)Liles ort/8'A Glass vhth.090'PVB Inladeyer 6 ....into 2X Wood Freme/Buckstdp-sheet 3,option 1 Equai-Ute, Square/Rect.,T 7t8'Lamtnated l.G.:3118'A Exterior Cep+318'Air Space+5t16'Laminated;(2)U(ea of 1t8"A Glass with,090'PVB Intariayar 6 Flange Through the frame....Into tbncretelCMU-shea!3,option 2 5-18 OrieyProNew AtcnTap& throughiXBuckald Into Cancrolo/CMU-�h�et3,otlon3 8 716'Laminated 1.0:3116'T Exterior Cep+3181 Air Space+BMW Laminated;(2)Liles of 1!8"A Glave with.0941 PVB Inledayer 6 (#2) 8 College RadiusTop ofthe window ,,,, p p9 T/6'Laminated I.G.:1/8'A Exterior Cep+7116'Air Space+SM61 Laminated;(2)Utes of 118'H Giese with.090'SO tntedeyer 7 ....Into Metal-sheet 3,option 4 10 7/8'Laminated 1.0.:1/8'T Exterior Cap+7118'Air Space+5116'Laminated;(2)Utes of V15'H Glass vAth.090•SG hdedayar 7 ....into 2X Wood Fmme/Buckstdp-sheet 3,option 1 Box! Egual lits, SquaratRecL,11 7!8'Leminaled I,G.:3Ji8'AExteriorCap+318'AlrSpace+5118'Laminsled;(2)Ulea of116'H Olasewith.090'SO Intedsyer 7 Through the frame .-Into ConcreteJCMU-sheet 3,option 2 Equal-Leg 5-10 OdeVPrcMew Arch Top 8 of the window.,.... , 12 7J6'Laminarod LG.:3t16'TEztador Cap+3/8'Alr Specs+5)16'Laminated;(2)Utes of 1/8'H Glass with.090'SG Nteriayar 7 7 (#4) 8 cottage Radius Top through 1X Suckstrip into Concrele/CMU-sheet 3,option 3 13 7!8'laminated 1.0..1/8'A Exterior Cep+5/18'qtr Space+7116'Laminated;(2)Ulee of 3/1e'A Giese with.090'SO Irdedeyer 8 7 .Into Me1e1-sheet 3,option 4 14 7/8'Laminated I.G.:Vir T Exredor Cap+5116'Air Space+7116'Laminated;(2)Liles of 3118'A Glass with AW SG tntedeyer 8 7 Through the ....Into 2X Wood Fromeiduckstrip-sheet 4,option 5 15 7181 Laminated LG.:3119'A Exterior Ca +JW Air Space+7118•Laminated; Utes of 3118'A Glass with.090'SG Intede er 7 7 ,i.Ch�el Equola.ite, Squara/Rect.,integral fin....., P p ) Y 5-8 OrietlPraAaw Arch-Top& into Metal-sheet 4,option 7 18 718'Laminated I.G,:3118'T Extedor Cop+1/4•Air Space+7116'Laminated;(2)Liles of 3116•A Glass with.090'SO Intedayer 7 7 01) 8 College Rad us Top Through the frame ..,.Into 2X Wood Fmme/Duckstdp-sheet 4,option B TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME of the vA •••••. ....Into Metal-sheet 4,option 8 GLASS TYPES S.7,9,11,13 Through the ....Into 2X Wood Fmme/Buckstdp-sheet 4,option 5 Group Anchor Substrate Min.Edge Min. THE MAYHVHABOVE SED IN Integral Fin Equal-Lite, SquaraiReel.,Integral bn...... Into Metes•sheat 4,option 7 Distance Embedment` • {#3} 5-8 OdeyPaniew ArchTopB 8 College Radius Top Through the frame--.•into 2X Wood Frome/Buckstdp-sheet 4,option 6 #10 SMS P.T.Soulfiern Pine(SG=_) 711 1-318' of the window...... ,,,,Into Metal•sheet 4,option 8 Steel,A36' 318" 0.050" (steel,18.6 S.S. 'MIN.OF 3 THREADS 'A'=ANNEALED or 410 S.S.) Steel Stud,A653 GG 33' 3/8" 0.0451"(18 Ga.} BEYOND THE METAL. FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES A Aluminum,6063-T5` 3/6• 0.050' SUBSTRATE,FOR 'T"=TEMPEREDHEAT NGTHENED P.T.Southern Pine(SG=0.55) 7/18" 1.318• STEEL STUDS, - 'PVB'=.080"BUTACITE®PVB / 3/16°steel UltUltraconMIN.Fu-46 KSI 8 BY KURARAY AMERICA.INC.Oon Concrete(min.2.85 kat) 1'" 1-3/6" MIN.Fy=33 KSI, // Ungrouted CMU,(ASTM C90) 2-1/2'. i-1J4' IJ 2 0 4 Q -SG'=.090•SENTRYGLASO { - ) 1-318• 'UNGROUTED CMU" INTERLAYER BY KURARAY P.T.Southern Pine SG=0.55 9116" / BOXOR AMERICA,INC. #12 SMS VALUES MAY B£ 7� 6 (steel,18-8 S.S. •- 0.050" USED FOR GROUTED v Steel,A3 ' 3/B" / FLANGE EQUAL- or 410 S.S.) Steel Stud,A853 Or.33' 318' 0.0.451°(18 Oa} CMU APPLtCATtONS. 1� LEG PVB AND SG INTERLAYERS MAY Aluminum,6DB3-T5' 318' 0.063° EQUAL•LITE ORIEL COTTAGE KURARAY E AMERICA,NU LACED BY 114'Steel Ultracon Concrete(min.2.85 ksi) 1" 1314" C Ungrouted CMU,(ASTM C-9D) 2-1/21 1-1la" FIGURE C:FRAME SHAPES 1/4'steel Cretellex Concrete(min.3.35k81) 1" 1314" -«-{BUCK WIDTH -►{BUCK WIDTH[-----gBUCK WIDTH{r 1/a'steel Ultracon Concrete(min.2.85 kat) 2-112" 1314" ""'r - ) 1/4'steel Ultracon P.T.Southern Pine(SG=0.55) 1° 1.3/8' // /,/ i = 1 ti 3 ti 114"steel Cretetiex Concrete(min.3.35 kai) 2-1/2' 1.3/4' fI f/ Ungrcuted CMU,(ASTM C-90) 2-1/2" 1-1/4" w w �, w J-CHANNEL INTEGRAL S2 2 D 114°steel Creteffex z = -- _ FIN P.T.Southern Pine(SG=0.55) 1" 1318" 6 / L) z w O 1t4"steel Aggre-Gator Concrete(min.3.275 ksi) 1-112" 1318" 11J WZI m //� ju 1!4'steel Aggre-Gator P.T.Southern Pine SG-0.65 1" ( 777 + i Grouted CMU,(ASTM C-90) 2" 2" {RECTANGULAR RADIUS-TOP -i ARCH-TOP TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY Approved as complying wish th• BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING Min.Edge Min. DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM Flori ROC Distance EmbodmanN , Group Anchor Substrate THE TABLES ON SHEETS 8.10. Dare II NOA9 E 2-1/7 x.131°Common Nall P.T.Southern Pirie(SG=.65) 318" 2-7/16* \1 ` � vYNN 41/trFr9fi RsNaed By Oete: Rltm1 Pmdv 21121 Ring hank Roofing Nall P.T.Southern Pine(SG=.55) 318° 2.7118' `\ 0 P.T.Southern Pine(SG=.55) 1/2" 1 2118• ? Revraed W. Oats: Rev:alon: #10 TrusBhead SMS Aluminum,8083 T5' 3r8° 0,050^ = No,58706 (steel,0 S.S.S. Steel Stud,Or.331 3f8° 0.0451'(18 Ga.) - fY_ ® Oeacrlpgon: Drown By: «gloss.) - GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI F Sleet,A38' 318" 0,050° THREADS BEYOND •'O.' -1 O )s Jf #12 SMS P.T.Sattttsm Pine($ri=.65) 9[18° 1318" THE METAL f� '•, 5r TE F ��z- 1070 TECHNOLOGY ORNE m1m, Cate: (steel,1&8 ss. Aluminum,6W3:M' we" 0.063" SUBSTRATE.FOR ',v,�'••.,FLORPIt'',�C�, N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 Steel Stud,Gr,3W 3/8' 0,054• STEEL STUDS, �"� "" �^ ll (g4i}-480-i 600 «410 S.S.) MIN.Fu=45 KSI B '�,,S10NN\-���` Sedooluadar: Scale: Shot: Dmwing No, Rw: Steel,A38" 3!B' 0.050" MIN.Fy=33 KSI. A.Mt)Mldd9k,P.E. P.E.a 59785 CERT.OF AUiH.#29298 SH-5500 NTS 1 2 OF 13 MD-SH5500-01 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHOREDTHROUGHFRAME ANCHORED THROUGH FRAME AND IX INSTALLATION DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETFJCMU. OPTION I EDGE DISTANCE SEE NOTE 2,THIS SHEET.DIRECTLY EMBEDMENT ANCHORED THROUGH EMBEDMENT FRAME INTO 2X WOOD 114*MAX SHIM FRAME OR BUCKSTRIP. 16 114'MAX SHIM i SASH VISIBLE SEE NOTE 2.THIS SHEET. EMBEDMENT 18 LIGHT 17 El EDGE EDGE DISTANCE FLANGE FRAME DISTANCE SHOWN 44 BALANCE r. 1/4*MAX ')f....... TYPE VARIES ftnnjjtt;- TYP.ANCHOR SHIM TYP.ANCHOR TYPE, 42 WITH SASH TYPE, TYP.ANCHOR TYPE, EMBEDMENTAND WEIGHT 54 EMBEDMENT 2 EDGE 30 AND EDGE EMBEDMENT AND EDGE DISTANCE PER 31 DISTANCE PER DISTANCE PER SUBSTRATE SUBSTRATE, EDGE SUBSTRATE, is SEE TABLE Z SHEET 2. SEE TABLE 2,SHEET2. • EXTERIOR DISTANCE SEE TABLE 2, 87 SHEET2. 19 FIXED VISIBLE 4 -V"' FIXED 20 OPT.SASH TOP UG=7HT1DT, EQUAL VISIBLE FLANGE 2 LIGHT LIFT RAIL FRAME BUCK WIDTH LEGIBOX HEIGHT FOR ALL VANDOWS- NOTES: SHOWN FRAME 1--CHOR03.65' 1)USE ONLY HORIZONTAL SECTION A-A SHOWN 49 48 FROM END AND AT SUBSTRATE-APPROPRIATE 21 CENTER. ANCHORS LISTED ON TABLE 2, 22 FOR WINDOWS OVER 36'WIDE; SHEET 2.FOLLOW EMBEDMENT AND DADE APPROVED MULLION,FOC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 0 ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 2,SHEET 2. SCREWS Q16-3/8' INSTALLATION OPTION SHOWN MAY 45 46 47 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. 114'MAX. BUCK 50 16 BOTTOM LOCKS 2)MASONRY ANCHORS MAYBE SHIM #10 OR 012 STEEL 11'r MAX. HEIGHT ADD ADDITIONAL USED INTO WOOD AS PER TABLE 2, SELF-DRILLING SHIM SCREWS 0 8-31W SMS(G5),SEE asFROM END. SHEET 2.ALL WOOD BUCKS LESS 30 THAN 1-ire THICK ARE TO BE TABLE 2, SASH CONSIDERED 1X INSTALLATIONS.iX SHEET2. EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO 1�1 HEIGHT SUBSTRATE.WOOD BUCKS 66 Is DEPICTED AS 2X ARE 1-V2'THICK OPT. USE EITHER OR GREATER.IX AND 2X BUCKS 65 LATCH OR (WHEN USED)SHALL BE DESIGNED (2)1- 81 30 64 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE EQUAL INTERIOR 31 TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME LEG(BOX WEEP 80 FROMLCCATSASHEND., RESPONSIBIION:6-518" DESIGN ANDLITY OFTHE INSTALLATIONENGINEER SHOWN IS THE SHOWN FRAME 2 NOTCHES AT 77727 EACH END. OR ARCHITECT OF RECORD. �D� SEXTERIOR .1 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION 4 OPTION 4 67 OPENING)IS MEASURED FROM ANCHORED THROUGH ANCHORED THROUGH Approved as camplyfugvvith the EQUAL-LEGIBOX /4MAXSHIM BEADING TO BEADING. Florida dngc FRAME SHOWN NO FRAME INTO METAL FRAME INTO METAL DiliA "gc Numl t LY ')we Pt uu .27'X1.25' ANCHORS NO Ar Ity WEEPHOLE Ravhbw REQUIRED IN VISIBLE LIGHT FORMULAS "w WICOVER @ FLANGE OR 2,67'FROM No.58705 EQUAL-LEG WIDTH EACH END. FRAME SILLS @SASH:BUCK WIDTH-6.1/2• DaaWpflon: Drawn @ FIXED LITE:BUCK WIDTH-43/8" FLANGE&EQUAL-LEGIBOX FRAMES J ROSOWSKI SrAIE �7,AIE�1� 7 1070 TECHNOLOGY DRW 7111e: Dole: VERTICAL SECTION B-B BUCK HEIGHT/2.3-15116' N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 0 (941)-480-1600 Serfes/kadef. Im sheal: otoning ftw. HEIGHT(EQUAL-LITE) A.1 kl.� R.I.E CERT. OF AUTH. P29296 SH-5500 'NTS 3 OF 13 MD-SH5500-01 INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN WOOD FRAMEBUCKSTRIP.SEE INTO WOOD FRAME OR NOTE 2,.THIS HIS SHEET. BUCKSTRIP.S SEE NOTE 2,THIS SHEET. EDGE DISTANCE INSTALLATION OPTION 5 EMBEDMENT ANCHOREDTHROUGH INTEGRAL EMBEDMENT - FIN INTO 2X WOOD FRAME OR gnnni 1/4'MAXSHIM 1/4'MAXSHIM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 16 D EDGE SHEET. TYP.ANCHOR TYPE, SASH VISIBLEJ-CHANNEL EMBEDMENT AND EDGE �� 18 LIGHTWIDTH17FRAME 1 DISTANCE PER SUBSTRATE,SHOWN J.- SEE TABLE 2,SHEET 2. - - ••-•--(SCREW SHOWN) 44 BALANCE aEMBEDMENT PE VARIES1/4"MAXSHIM 42 WITH SASH EDGEE DSTANCE PER SUBSTRATE,7YP.ANCHOR TYPE, OISTCER❑Q WEIGHT 54 30 31 O I I SEE TABLES,SHEET 2. EXTERIOR TYP.ANCHOR TYPE, LJ 18 (NAIL SHOWN) � 87 INTEGRAL EMBEDMENT o � FIXED VISIBLE 3 FIN DISTANCE PER SUBSTRATE, FIXED 19 20 1 O .SASH TOP LIGHT WIDTH FRAME SEE TABLE 3,SHEET 2. PT VISIBLE JOPTRAIL J-CHANNEL 1 SHOWN (NAIL SHOWN) LIGHT I FRAME HEIGHT FOR ALL WINDOWS: NOTES: SHOWN 1 ANCHOR @ 3.55' BUCK WIDTH 49 48 FROM END AND AT 1)USE ONLY HORIZONTAL SECTION C-C 1 21 CENTER. SUBSTRATE-APPROPRIATE Q II 22 FORWINDOWS ANCHORS LISTED ON TABLES 283 72 OVER 36'WIDE: OF SHEET 2.FOLLOW EMBEDMENT 114,MAX. DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 0 ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY SHIM I MAYBE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 28 3,SHEET 2. 45 48 47 SCREWS @16-318" INSTALLATION OPTION SHOWN MAY 14 35 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. BUCK 1z' BOTTOM LOCKS: #10 OR#12 STEEL 114'MAX. HEIGHT 50 O 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF'DRILLING SHIM SCREWS @ 841/8' USED INTO WOOD AS PER TABLE 2, SMS(G5),SEE 65 -� FROM END. SHEET 2.ALL WOOD BUCKS LESS TABLES 2&3, (]� 30 THAN 1-112'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 18 LATCH(SHOWN) DEPICTED AS 2X ARE 1-1/2"THICK OR BOTTOM OPT. 86 I_ LOCK(SHEET 3). OR GREATER.1X AND 2X BUCKS 65 TESTED UNIT (WHEN USED)SHALL BE DESIGNED FIN ANDIOR (2)1" 81 30 53 TO PROPERLY TRANSFER LOADS a FLANGE REMOVED E OSASH ENDa INTERIOR 31 LOCATION: ND18" TO THE STRUCTURE.WOOD BUCK IN-FIELD WEEP FROM . DESIGN AND INSTALLATION IS THE InIII�I NOTCHES D. 80 RESPONSIBILITY NO ANCHORS OR ARCHITECT OF RECORDF THE . FNRAME SHOWN EACH END. II (III 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 OPTION 8 114"MAX OPENING)IS MEASURED FROM ANCHORED THROUGH FRAME INTO METAL FloridApproved ey wmpl7lag w1166rr BEADING TO BEADING. ANCHORED THROUGH uAte uld aQ e INTEGRAL FIN QO� SHIM 11111 111/!//j INTEGRAL FIN INTO METAL (INTEGRAL FINlFLANGE REMOVED) NO FRAME SHOWN o i Dole: RoWelon: .27'X 1.25'WEEPHOLE � . "..... ���(��ii' Redsed�' eml U e P'odatt 30 WICOVER@2.87" `� Qa..•' V\CENSE •.•�Q BY.- T O FROM EACH END. I VISIBLE LIGHT FORMULAS %ti �� Revfaed By: Dale: Revlelon: O ; No.50705 _ TYP.ANCHOR TYPE, EDGE DISTANCE - - EMBEDMENT AND EDGE WIDTH -_ - Drawn By: DISTANCE PER SUBSTRATE, �- @SASH:BUCK WIDTH-6-1/2' -O '. 7 Oo 5- (Y_= ® Deearfp0w. SEE TABLE 3,SHEET 2. —�1 EMBEDMENT @ FIXED LITE:BUCK WIDTH-4-3/8" ��O•,� S7AT OF ,•:itu' J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) HEIGHT(EQUAL-LITE) �i�(�` .........P,.••G\�,�` 1070 TECHNOLOGY DRNE TiDe: Dole: INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK HEIGHT12-3-15/16' i�s, N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ANCHORED THROUGH INTEGRAL FIN �///o,INA�I�\\ (941)-460-1600 Sedee/Nodel: Scale: Shoat: DraMag No. Rer. INTO 2X WOOD FRAME OR BUCK- STRIP.SEENOTE2,THISSHEfT. A LYNN PE.gMILLER. ti8705 PE CERT. OF RUTH. #29296 SH-5500 NTS 4 OF 13 MD-SH5500-01 ABLE 4: ABLE 5: TAB E 6: _ 0I•n Typ•• Design Pressuro,lbaR#s a San-6.ah Sam Howd Design Pressure,lbelftr Ghts Typ•• Design Pressure,IbaRt7 e,1,756Ralnl.L•wl aLn� R w(ir3 � 1,7565 41.50.0 R2 Rarp .0046 51225 1 465.01.70.0 341nL L."I 28,5 Egjd4lW 11.3m .010 •70.0 m5a 1-7= R•In A. I RI For apxindOw64•sh tizaa StaMud Copp. 14617-16,570 .850 •mA .85.0 � Fore9",daweMl sash toss SEE TABLE 0,SHEETB FOR 26 Eg.RI. ithm-17.516 +6w "-m,0 115.0 SEE TABLE 10,SHEETS FOR ANCHOR GROUP AND QUANTITY. S1wwdPmIpw 1t.3n-11512 +65.0 "_70.0 .65.0"' ANCHOR GROUP AND QUANTITY. TOM 23517.25 5650 .704 +9s4 StaM.d Cau9. 20.90.23515 115.0 -70.0 .654 37375Eq.1@. 17517-20.957 .M0 -704 +00 rA.d.d Pro4- 14517•17.518 +15.0 •70.0 .65.0 aw.1 It-377-14518 +55.0 •70A .65.0 - L9.4 27.50.31.911 165.0 -70.0 .850 -7010 C.(omstta 2°.515-27512 +a5.a -ma 16,.o no HEADER Sl xJWd Copp. 23.617-25519 +054 .-70.0 .66.0 40.0 p HEADER - 44 Elwlet. W.617-23.518 .654 -704 +055.0 -70.0 23 Sl 4 wd Pr.e.a 17.517.23.616 1054 -70.0 1050 70.0 23 Cubn1Sk0 14.617-Dasa +654 -70A 165.0 -70,0 o ehm.t 11.377.14.618 165.0 40.0 .58.0 -70.0 T..M 31.50.35911 465.0 -70.0 1+65.0 1•704 5landwd Cotlpa 28517.31.02 .65.0 •70.0 .05,0 -70A O MEETING RAiI Eq-1m. 20.517.20Af8:154 •70.0" .-650 -70A Q MEETING RAIL 46 St.4adi mlow 17517.24618 405.0 40.0 165.0 •70A 26 o c.to ad. 14517-11516+050 .70.0 .65.0 -704 o 27 ° cmmm al4• 12517.14515 .65.0 -70.0 .65.0 -Me EXIERIQLi Ew.t 11.377-12.515 +050 .700 .03.0 •70,0 EXFERICR Q Used 312°6.37.530 165.0 -70.0 +850 -70,a a 23 6Und7d Catpa x0,617.0.207 +65.0 -70.0 .654 -m,0 23 D JAMB Eq- 23.517.20.616 +03.0-.-Me .68.0 -700 JAMB FXiEs4a025 C11-SI4• 20517.23.611 165.0 •7011 185, -70.0 SRSH st.,a.dP-1- 1x517-20,515 +63.0 .lop 485A -70.0 C €��+-,8 SASH] HEIGHT cow Be. 14517.17.046 8 +W0 •70.0 5.0 •70.0 ter' HEIGHT cwi ata 12.517-14518 +654 .704 185.0 .70.0 sum..1 11577-1x416 105.0 .7010 +65.0 -740 TOW 30.617-414M 40.0 -70.5 4a5,0 •740 O 23 StandardC00ay. 31.517.39516 .15.0 -700 115.0 -m,o 23 . Ew"t. M517-31.516 +6610 .704 +054 1.700 SILL D St..sd P.4. 23.517-MIG +65.0 TO 0 165.0 a0,0 SILO (1 02 CNIom Sim 2°.517.23,518 .650 -704 .654 •70A u C..10m 6*0 17677.20.515 .054 -70,0 .65A •70.0 Cu.tan614. 14517.17510 +654 -7D11 +010 46.1 CMwn Sha 110t7.14118 .65.0 -Tao +650 47.3 Shad.M 11.884-13010 +65.0 •704 .65.0 45.5 o Tskm 34617.41444 41160 -704 .650 401 cast-sh. 38.517.39.518 .65A .70.0 .65.0_ -704 E*.W. 35.517-38510 +654 1-m.0 485.0 -70.0 SECTION DETAIL FOR WINDOWS WITH 75 CMwSea 32.517-0.519 455. '.m°1 lose .70A SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT&GLASS TYPES 5,6,7&8 51-1 rdP W- 20.517.32516 .851) -70.0 +65.0 -me LEVEL R2 REINFORCEMENT&GLASS TYPES S 6,7&8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE caro sl4. 26.517 21-111 115.0 -71.0 115,0 475 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES& 6b.0-t 26416.2"0 .654 500 +654 404 APPLY TO ALL FRAME TYPES a CONFIGURATIONS) Eg.I510 36.517.41" 455.0 -70.0 +65.0 40.0 CONFIGURATIONS) 84 C.Ro S14. 35417.34618 ease -m.0 .65.0 87.0 WNW Pr"w nala-33.518 405.0 •700 -65A 464 +art's dD44A70piyleg 5yJk11 rh+ etre T.W 41.144 .e6.0 .70.0 .8SA 45.5 Flprlds nl ISOC 9 SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. NOAIt_L � 00 LYNN T ref//, Revised W. Data: Re0olba.- M e1R1 Dade Pralaq ` o..........Mi<< %, rty, ` �C�•. •�,IOCNS�c •'.(cp if RaNssd or. Date: Reylskn: NOTES: No,5B-105 ® Dandallon: Dro.n By: a 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. :� DESIGN PRESSURE TABLE J ROSOWSKi �� �C" ti;,'� 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. IAT- F �" 1070 TECHNOLOGY DRIVE M. Dare: •."40RIDr;.•• ��' N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN '/7r1sjO�C�`,`•` (941)-480-1600 SerlaefModlF. Sante: Sesar: DroM71p N6. Rex. ONTHETABLE. ALX 4kBR1P.E. P.. b67os DEBT•of Aures./x9x96 SH-5500 NTS 6 OF 13 MD-SH5500-01 TABLE 7: ABLE 8: Of$. NM 8a10m6afhD..dptkn DerTgn Preaah%160.1116 Glao T7p. earomame Orrign PTna9»IDltlttT M7,7oafa Stab"M 131511 emORatad ROMA* I taOftR.W Rahe 0) WWw&xk~hVrQ notal.L.T.1 torp"130,20 �"p� WmdmS Wba 3 tOW40 48 62125 54 3 to 24 32 1381 40 1 41 52123 1 54 235 Equia. 11.304 •70.0 410.0 4700•110.0 •7Q0-110.0 +70.0-110.0 23.5 Equ901. 11304 +70.0-110.0 -70.0-lima .70.0•110.0 +70.0-110.0 -70.01-110.01 41_ -MO-1140 •70a-ifoA •700. 0.0 SW.6.dCoiapa /4.617-75.870 +70.0-110.0+70.0 lima-no-110.0 +70.0-10.o Otand dC aelf 14.517-13070. •70.0-110.0 +70.0-010.0 +70.01-110.0 +74D•110.0 +TAD-110.0 •70.0-1100 +70.0-110.0 -?Dm•110.0 28 Eq.". 11.083-14.610 470.0 410.0 +70.0 410.0 700-1140 +70.0.110A Is EquSBM %603.14.016 •70.0 110.0 +70.0-lima 70.0 AiD.0 +70.0-110.0 -71D 410.0 +74D 410.0+70,0-110.0 +700.4%0 BMtdzd f'ra&W 51217-11.502 +709•1100 47MO•10.0+700_11aO .70A 4140 8MadudPieivs 11.377-11.582 70.0-110.0 700.-4100 70A-110.0 +70.0-110.0 +70.0-110.01-10.0.1" 70.0 410.0 +70.0 410.0 Q HEADER 7.11.1 23.517-25.255 70.0 .110A +TmO•1100 +700 410.0 +10.0-ilmO T".fl 23.517-25280 .70.0 410.0 +10.0-110.0 -TOA•610.0+700.-110.0 +70.0-110.0+700 4140 +70.0-114.0 •70.0-110.9 SiwNadCollage 120.958-?1610. 4700.4100. +700.4100.+70.0-1100 +70.0-110.0 61a0du4CO62pa 1 20.958-23310. 70.0•110.0 711.0•11 D.0 70.0-110.0470.0-10.0 •70.0-lima 1.70.0-110.0 +70.0 4140 •70.0 41OLOI 25 37.375 Fq WM. 1 17.617.20.957 +7010 410.0 .70.0 410.0+70,0-110.0 +70.0 400.0 31,175 Eqo". 17.517-20.957 +71D-110.0 +70.0 410.0 41AD-110.0+700.-110.0 +70.0-110.0•70.0-110.0 +709•1100 +710-109.0 �.� SWtladf4a4ex 1 14.517.17,610 4700.-11OR 470.0•1f0.O 70.0-1100. +70.0•110.0 MorooldNo0 w 14617.17,615 HOLD-110.0 +70.0 4tmD r70,0-110.0 .70.0•110.0 740-itOA 1+70.0•110.0 •70.0-110.0 740 410.0 ehA.0 11.371.14.516 •70.0•110.0 .70,0 Mao+10.0•1070 4TaO-103.0 81,041111t 11377-14615 +70.4 410.0 .700.4to.8 70.0-1100.+700.-110.0 +70.0-110.01-70.0.110.0 701-107.4 740-103.0 Ta0M1 27,583-31.011 .70.0-110.0 +70.0 190 470.0 480.0 +70.0 -0DA Tomal 27.E83-31.011 .70.0 41D0 70.0-110.01.70.0-110.01+70.0-110.0 +70.0-110.0 70.0 49D TmD 410 70.0 400 Q 0.1-St. 20.617-21.682 +700.4100-70,01-110N 70.0-110.0 .70.0 410.0 C.MM31. 20..517.27.582 +70.0-110.0+700-11mD +700.•110.0+70.0-110-0 •70.4•110.0•70.4-10A+70.0-110.0 70.0-110.0 O MEETING RAIL SU Mad 0.11.9. 2361}-28.518 +70.0 •110.0 470.0 410.0 +70.0 4104 +70.0-114.0 samvdcaame 23.617.20.516 310.0-110.0 74D•110.0 -?0,01410.0 +70.0-11D.0 +700-110.0 .70.0-110.0 •70.0-110.0 •70.0-110.0 At Egd4ga 2D.517-23.610 .700.4100 -70.014M.704 410,0 .710 410.0 44 EoUS-17. 20617-23515 .70.0-1104 +tomo•510.0 -70.0 410.0+70.0-10.0 •70.0-110.9 0041410A 70.0-110.0 •740 410.0 27 SL.nUd Ptodew 17.517.20.616 410.0 410.0 +70.0 410.0+70.0-it" .70.0•110.0 Slanfmd Plo4aW 17.517.20315 70.D-11DA +700•110.0 r740-Y70.0 70.0•7111.0 •70.0-1140 •70,0-110.0 +70.0-110.0 .700.-110.0 EXTERIOR CaWn6iu 14617-17.618 +70,0-110.0.70.0-1140.70.0-10.0 +70.0-110.6 Cud.mam. !4,617-17 510. +700.-100. +Jmo 41DA +70.0•110.4 700.-1140 .T0.p-110.0 700.-110.0 +700.-lima +70.0-10.0 n si.d.d 11.377-14.610 +70A 410.0 #70.01-11110 470.0 4070 70.0 4030 SWUS1 11,377.14510 70.0•110.0 700-110.0 +70.0-110.0 +70.0 4160 70.0 •110.0 +700•110.0 +70.0 407.0 •70.0-010 v 0 O T.0e.1 31.563-35.911 +70A 410.0 70.0 44.0 +70.0 •930. -Me -800 T.044t 31583-35911 +70,11•1411 •70.0-1710 .740•1100. •70.0-140.0 740•10.0 -IDA 49A +70.0 413.0 •70.0 0.0.0 25 SMNa<U Com.90 71817-31.682 .70.0-110.0 +70,01-110.0 700-110.0 70.0-1100 Slmdard Colega 25.517-31.592 70.0•110.0 .70.0•110.0 70.0•1111.0 70.0•1140 70.0-lama 70.0•10.0+700.-416.0 -70.0•1110 .TAMS Egud46e 21617-20.618 470.4-1140 +70.0 41MO.710-110,0 -MO-110.0 £gu542. 20.517.26318 +70.0•1104 -70.0•itOA+70.0-time +70.0-110.0 710•110.0 +10.0•110.0 +70.0-110.0 70.0-110.0 EXT�E1R-IO,R SASH 4a St.Mad f-Iml 17.517.20,518 +MO 4100 +70.0 410.0.70.0-1o0 470.0-110.0 46 StarOue Pfmllw 17,511.211515 +lad•11mo •70.0•110.0 •700.-110.0 +700.-110.0 -700.•110.0.710•10.0 -70.0-410.0 -70.0-1100. <r3 HEIGHT gslaeahe 145!7-17.616 +710-1190 -10.0 4t02+700 41aa .70a-110.0 C dom at,, 14.617-17515 -70.0-110.0 -70.0 •110.0 .TD.O•110.0 70.0-1140 +710-lima 70.0-110.0 70.0-110.0 -70.0-lima OnIm Sko 12.617-14.615 -,709•7100. +700 410.0+70.0•1100 +701-110.0 aa.mahe 12617-1318 -70.4•110D +Too-lima 70.0•110.0-700.-10.4 +?me-1100. +70.4-110.0 70.0-1140 +70.0-11-4.0 SECTION DETAIL FOR skteu 1,37r-12.wB +Hao-410.0 -70.0-110.0.ro.o-1/40 .70.9 410.0 a eha..1 110.7}•12570 70.0•110.0 70.0•110.0 70.0 119.0 .Hao•110.4 .10.0-10.0 70.0-10.0 70.0-140 7ao 410..0 WINDOWS WITH Tadni 33208.37.635 -71.0•610.0+70.0 -NO +70.0 -930 +70.0 -900. ! TUM( 33.208.32638 +70.0-10.0 •70.0-110.0+7ao 110.0 700-1100. •70.4-110.0 -70.0 4490 70.0 410 740 40.0 atnmaceap. 2asn.3320} .m0. •no.o .70.0-10.4 .70,0 410.0 .70.0•10.0 r ImarladCabpa 26517-32201 70.0-10.0 .70.0-1m.o 740 •1140 Tao•/oma .70.0-110.4 +70.0•110.4 lam.10.0 •Tao-10.0 LEVEL R3 REINFORCEMENT 25 EOW40 21617.28.516 470D 410.0 -70.0 4110 700 4ta0 +70.0 410.0 A Eq"41. 235!7-26.51d -70.0-1149 100-lla4-70.4-110A+TOOL-1100. .74o-lima 1.70.0 1-ilmo 700.-010.0 .70.0-110.0 &GLASS TYPES 9-16 } 490.25 1..she 20,617.81815 4mA 410.0 -0..o 410.0 70.0•110.0 •70.0-1110 � 41�b 40alamsma 20.617-23.619 +70.0-17-4.0 -70,0 170.4 74.4 •10.0. •10.0-1110 +Hao-10.0 7a.o•110.4 70..4•10.0 70.0-110..0 (REINFORCEMENTS SHOWN SiLL it R j=ord Ptwttw !2517-20.618 4700.4100. +70.0-1t0A 700-110,0 +70.0-140 8l&NvdPW w 1317-20516 +70.0•1110 700-1500 740.-1100 .70.0-010.0 HDA•110.4.70.0-10.0 700.-lima Tao-110.9 IN FIGURES ABOVE APPLY �J 6Ix a.fanea. M3n•1Y.618 470.0 410.0. +70.0-lima 70.0 40.0 +70.0•lad ; C.MDmehe 14.617.17516 -Hao-limp 70.0-10.0 +7ao•10.0 70.0•10.0 70.0-10.0. 70.0•lima -70.0•144 70.5-lima TO ALL FRAME TYPES& CNtari 8lca 12617-14-410. 4700.-110.0+709-110.0 70.0 410.0 +70.9-110.0 C./.m Stl. 12517-14518 -70.0-110.0 -710-1110 +10A-110.0 7ao•410.0 +70.0•1100 +70.0-110.0 70.0.1102 -70.0 410.0 CONFIGURATIONS) 1410.15.1 1 11,377.12.610 1700 4100 1.70.0-110.0+70.0-110.0 .70.0-110.0 ahaii M 11.377-12519 70.0 40.0 +70.0 4110.0 70.0-110.0 70.0 410.0 +70.0 4i0.0+70.0 4%1)+700.-110,0 70.0-115 Taie.f 36617.41.041 -m0.-10.0+TOA-110.0+70.0-110D .740 1100. TOW 35.617-41.044 1 NOLO 410.0 +14o 410.0 +70.0•111.0 70.0-1140 +70.0-110.0 +70.0 AIDA 70.0•110.0 710•105.7 0 SMndad O.dW 31.617-30510 +700 410.0 •70.0•1140+10.0 410.0 +70.0 410.0 SleMmd Cola90 31.617.30310 +TmO-110.0 70.0•110.0.70.0 I.MD +70.0-time +704 4100 +74.0-time -70.0-W.5•70.0•103.0 EgW46e 25617.31.618 470D 410.0 470A 4MO.700. 0.0-01 .700..110.0 E4.40. 20,517-31315 -70.0•110.0 •"'a-"ma +70.0•10.0 *To.0-1100 70.0-010.0 +70.0-110.0 +700.•107.0 -70.0-1024 SMb Mad Pmw 24 20 517. AI9 +70.0.110.0 -70.0-1100 4700•110.0 470.0 41MO 81a01ad Prutaw 23,511'-28.5t8 +70.0-11MO -700.-11D.0-7D.0•110.0 700-110.0 -70.0-110.0+70.0-110.0+10-01410.0 •70.0 1-1052 02 tLOtge Sf.O 20.517.21.618 +100 4100. 47mA-110.0+70.0 1-119.0 1+70.0 1.1 text 02 Cudwahe 20,617-21510 -70.0•10.0 70.0-ilm0 -70.0.110.0 70.D-1140 700-1d,o 7D.0-110.0 -10.01-110.0 -?Do•107,0 Cuebm aW 17,517.20.610 +T0.p 410.0 -70.0.11010 700 1.110.0 1+70.0 1•110.0 I 0.90.8he 11.5!1-20.518 +70.0•1710 70.0.110.0+700-1160 70.0-10.4 +10.0-lima 70.0•11mo.700.•ilmo •70.0-109.5 On1ae6h. 14617.17.515 +700.-1101) -70.0-110.0 740.-110.0 -70.0 410.0 411d.m She 14.517.17510 •70.0.110.0 70.1)•110.0 .70.0.110.0 70.0 4DmD .70.0-1020 70,0 400.5 -}D.0 I-100.8 70,0•100.6 C.I.n She 13.017.14.518 -70.0.•11x.4+70.0 4140 .70.0-160.+710•710.0 OLda s e, 11017.14516 .70.0•110.0 -70.0-1114 470.4•1161-70.0-100.7 .100. 47.1 .748 '0M .7mo .94.A -70.0 44.4 ShMs l K884.13Af6 +70.0 410.0 .7DA-1110 70.0-110.0.700.110A Mod44t 11.864-13010 .70.0-110.0 70.0-110.0 740-102.0 -7m0 47.0 70.0 413 +740 40.1 +70.0 -00.0 •70.0 4mA 74701 39517-41.044 +700 1 400.1470.0-110.0 470.0 4100 470.0 410.0 T85.i 38317-41-044 -70.0-110.0 +70A-110.0-70.8-limo +70.0-Ilam .70.0-lima+7ao-lima-70.0•101.8 -70.0 440 Octan S4. 3 -36678 470.0 41DID +70.0-110.0 470.0-110A •70.0 •110.0 Cud-ske 38 0.517 517-3951a +740-110.0 70.0-110.0 .70.01-110.0 +70.0 010.0 +70.0 Alma -70.0-110.0 +70.0 1-11.7 +?Do 45,3 Egn.I4M 36617-38.518 +70.0-10k-70.0-1t00-70.0.110.0-700.1100 Egs546. 35.517-3aS16 .700.-110.0 •70.0-110.0-70.01-110.0 +70.0 4100 70.0-119.0 •70.0-110.0 70.8-159.4 -700. 45.0 76 C.Wi She 92$1}-35516 70.0•110.0 -70.0-1102-70.0 110.0 .70.0 •110.0 75 Cullomgbm 32.617-36519 +70.0-110.0 70.0-110.0 70.0-110.0 .70.0 410.0 70.0.110.0 .70.0-110.0 -10.0•100.7 70.0 45.2 Sludwd F-ift 2951[7-32.615 +70.0 410.0 •70.0-1100+Too.102•T4o-110.4 SlarmUtdP7alM I 295/7-32.610 +70.0-110.0 +70.0 410.2 +70.2-1110 70.4-110.0 +70.0-limo +70.0 409.8 70.0-iota +10.0 -ou O.WM lie 21617.20.616 +70.0•110.0 +70.0-110.0+70.0•110.0+MO•110.0 Q00m81.. 26.617-205115 70.0-110.0 70.0-110.0 70.0-107.9 -70.0 4024 +70.0 4709 700. 45.4 70.0 40..4 +10.0 4m. shm..1 25518-28.510 4700.410.0 +70.0 4100-TOA 410,0. -110. 4740 0 S*UA 2mAlm-20.510 +700.•110.0 700•410.0 70.0 •104A -70.0 411 310.0 45.4 +70.0 424 +70.0 424 .70,0 -024 EWolae 60.617-41.641 +70.0 410.0 +70.0 41ao+70.0•110.01-70.01-11010 Equ1H08 36.617-41.514 .70.0-110.0 +70.0-time .700.•110.0 -70.0-510.4 .740•110.0 +TOA•109.8 .70.0 46.7 .70.0 -0i.t 54 C41-sW 36.617-SS.SSa .700.-110.0+TOA-110.0 10.0-110.0 *70.0-110.0. to Q1ugm89. 36,577.38516 -70.0 410.0 +70.0.110.0 .70.0.107.9 70.0 •1024 •70.0 +700 48.4 .70.0 -064 +70.0 0.1.5 6Midad Fiokty 33.810.35610 .70.0-110.11 470.0-11ma-70.0-110.0-TOO•110.0 StaneafaPl Am 31618.35315 .7o.d-110.0 ND.D-114.0 70.0 402.6.700. 47.0 7D.o 433 -70.0 40.7 Hama 40.0 470.0 40.0 4LPg79Dma oS emmpl3 rttg w977 Qt1: 9L78 7YMa 410.44 .70.4-110.9 .70.0-110.0.Tp.O•110.0 470.0-110.0 91.78 TaSe.f 15/4 +70.0-770.0 310.0-110.0 .70.0 4020 +70.0 47.0 +70.0 -03.3 +70.0 40.1 r70.0 4aa 70.0 40.0 F7DIIa8 td�1ID8 ale SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY, SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. Dat � \��ti11NY LYNN .y. R.dSea BY Data Rev7meX NO"LfL n1T 1514 OFV4 NC 4�GENS�•��3p j n Ravfaea 8Y Dota: Revkton: Y'- 31' No.50705 lit NOTES: ® OsacntpBonr Drown By: 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. ; AWr DESIGN PRESSURE TABLE J ROSOWSKI 10 Al 1070 TECHNOLOGY DRIVE 7795•. Data: 2)FRAME DIMENSIONS ARE BU CK.SASH HEIGHT I S AS PER THE FIGURE. 1�'� ' SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 LOR7DP.•' `'�` N.VENICE.FL 34275 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN �`SIpNAi F •' (941)-480-1804 s.rlea/Alodeh Sank: shoe. Droving No. Raw ON THE TABLE. kLNNM),llLLEh.P.E. P,E.958705 CERT. 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'625' •625" FLANGE FRAME FIN FRAME EQUAL LEG FRAME '�'I 1.185 --1 I-- .150' r 1O HEADfJAMB FSE r O HEAD/JAMB 3O HEAD/JAMB 4O HEAD/JAMB LIGHT SASH HD SASH i 1.376' I 1.375' 23 REINFORCEMENT 25 REINFORCEMENT 3.483" �•{ 1 070' -���- 1.182" �- 3.483' ►{ 3.483" 3A83" �I L T .070" -���- .082" -��- .082" } .082' -����_ .062' .781' " 1.036' 1.041' -T 2.444' O 2.444' 2.444' D D I~ 1.331 �- 1.340' a 2444" O REI STANDARD RD O REINFORCEMENT 28 MEETING RAIL 27 HD MEETING RAIL Jr �U o❑ � ��26' d � REINFORCEMENT �r�C1�❑ 8r O EQUALLEG FRAJ-CME SILL 8F O FRAME SILL 1 375" O7 SILL FIN E O FRAME SILL 1.375' � L 1.872' � �•�- 1.641' 7 -►I 1,215' 2.10D' 1.472. 1.565' +� ' 1.830' I I 1.376" 2.178' -IIf-II` .065° .065" 1.375' 1 .690" .A71' -JA •347 o O I .035' .874' .'60" ��'.'.355' .07 O•J .060' .590' .050' 1.231' 1j 1.000' I►- .060" -' .070 J FIXED MEETINGRAI IL 16 SASH RAIL 17 BORE 1B SCREW CSASH OVER 19I INTERLOCK 20 NIL FT RAIL COVER 21 BEVELED BEVELED 22 INTERLOCK COVER Approved as complying with th, Florida Balding Code Dole � `` - LYNN-11 r,, Revised By: Dote: RaWalon: MlOaml Dade PmdaU Conhai t� i •�Q' I- r .175' .316" -�{ ,300' ���a��ON�10ENs1 M/!!�•/,�i ffy._ --•_. I� �.•.• F •'•.'p I Revised W. Date: ReNsfon: .754" .750• - u No.56705 �Y .035' -►{�-� .025' ��-� •• '- ® DendpOon: Grown By: WINDOW EXTRUSIONS J ROSOWSKI LAMI IG EXTRUDED ROLLED �' 72 01 82 %'�1 '• �S ; LU BEADING SCREEN FRAME SCREEN FRAME (� S A'E F <V 1070 TECHNOLOGY DRIVE Rfle: Dole: •.F<oRioP,.• � N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 �S; �1,�: (941)-480-1600 " ANAL °� Sedea/Model. soole: Root: Drawing No. Rer. A.LYNN-MIpD812.P.E CERT, OF AUTH. #29296 SH-5500 NTS 11 OF 13 MD-SH5500-01 P.E.p 68705 TABLE 12: TABLE 12,CONT.: BIII of Material BIII of Material,cont # Pert# Description Material # Pert# Description Material 1 620101 Single Hung Flame He—ad& am - anne P-7= 45 720197 Auto Lock Mechanism C Steel 2 620102 Single Hung Flame Head 8 Jambs-Flange PVC 46 72019889 Sweep Lack Coat ZZnc 3 620103 Single Hung Frame Head 8 Jambs-Fin PVC 47 72019588 Auto Lock Cover Assembly Cast Zlnc 4 620104 Single Hung Frame Head 8 Jambs-Equal Leg/Box PVC 48 76X116OP7X#8 x 1"Ph.FH 80.5(Auto and Sweep Lock Screw) SS 5 620105 SH/DH Frame SIII-J Channel PVC 49 720200 Auto and Sweep Lock Keeper Cast Zlnc 6 620106 SH/DH Frame SIII-Flange PVC 60 ?76)C34PPA #6 x 314"PH.PH SDS(Keeper Screw) SS 7 620107 SH/DH Frame SIII-Fin PVC 61 1 420181 LIR 113aveled Tilt Latch Corner Key PVC 8 820108 SH/DH Frame SIII-Equal Leg/Box PVC 621 420182 LIR I Pull Rall Tilt Latch Corner Key PVC 14 620131 Fixed Meeting Rail PVC 63 7834PHFL 1#8 x 314"Ph.FH SDS(Comer Key Screw) SS le 620129 Sash Rall(Sides,Top 8 Bottom) PVC 64 420163 Tilt Latch PVC 17 620134 Balance Cover PVC 66 420184 Tilt Latch Retainer PVC 18 620133 Sash Stop/Scraw Cover PVC Be 720207 1"1111 Latch Spring Be 19 620158 Pull.Rall Interlock 6005 T5 AI 67 420186 Plastic Tlit Latch Finger Pull PVC 20 620144 Pull Rall interlock Cover PVC 6B 720192 Metal Tilt Latch Finger Pull Cast Zinc _ 21 620157 Beveled Interlock 6005 T5 Al 69 420180 Phrot Bar Comer Key PVC 22 620145 Beveled Interlock Cover PVC eO 720208 Pivot Bar SS 23 620160 Light Sash Reinforcement 6063 T6 All 63 720181 leash Pull Handle Cast Zine 25 620152 HD Sash Reinforcement 6063 T6 All 134 720194 leash Pull Handle With Latch Assembly Cast Zinc 26 620153 Standard Meeting Rail Reinforcement 8005 T5 AI 85 7834FPT 1#8 x 3/4"Ph.FH SDS(Pull Handle Screw) SS 27 620164 HD Meeting Rail Reinforcement 6005 T5 AI Be 420188 Bottom Latch Strike Plate Cast Zinc 30 61644 Weatherstrip,.1871 x.270"Fin Pile 87 ?78588 #8 x 5/8'Ph.FH SMS(Strike Plate Screw) Be 31 6Q300 Weatherstrip,.190"x.300"Foam Bulb Flex PVC 72 720135 Lam)I.G.Bead PVC 32 61719 Weatherstrip,.187"x.220"PolyPlle 74 Backbedding,GE 7700 or Dow 791 Silicone 33 61825 Weatherstrip Plug,.220'Finseal 76 71846M SettingBlock(718"x 1"x 85+/.5 dura EPDM 35 78X7MTTT #8 x 1"Ph.PH SDS(Interlock Mounting Screw) 78 Quanex SuperSpacer nM with Hol Melt Butyl Composite 36 76(3THPX #8 x 3"Ph.PH SMS(Meeting Rall Screw) 410 SS 77 Quanex Duraeeal Spacer Composite 37 71669SP Meeting Rall Screw Support Plate 6083 TB AI 78 lCordinal XL Edge Spacer composite 39 720210 Weep Hole Cover PVC 80 81012 I Extruded Screen Frame Alum 40 720X1000( Constant Force Balance 81 81011 Roll-Formed Screen Frame Alum 41 F #8 x 314'Ph.FH SMS(Con.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 Stile Nylon 8447041 Screen Corner Key without Pull Ring X2 PVC 44 78X114FPAX#8 x 1-1/4'Ph.FH SMS(Spiral Balance Screw) 410 SS 65 7CASPM Tension Spring SS 86 61678048 Screen Cloth Fiberglass 87 81835/61614.140"Screen Spline(Machine/Hand Rolled) I Vinyl 4pprovad ea complying with rh. Florid Bi di O c 1tllllrll/// Dat. \\\� ON �� Ravraed By. Dots: Revfaron: NOA .,......,. /( �i M ars Dade prodoel a . CEN Ill )fir:• MWnd By: Dab: Revlebn: Y. _ No.56705 r-�L: ® Descrlp6on: Dross W. v ' �y F BILL OF MATERIAL(BOM) J ROSOWSKI T 6 +' '••�C/v� Date: O XTE ;�t is •.^<oamN.. V 11N. TE ICE, FL 3 DRIVE SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 N.VENICE, FL 34275 NOTES: /S�nNA(-�N� (841)-480-1600 1)PVC BY ROYAL WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. \ // Serlss/MStare: Shoat: DM D No. Rev: A.LYNN MILLER,,P.E. SH--5500 NTS 12 OF 13 M -SH5500-01 2)ITEMS 0 9-13.15,24,28,29.34,39,61,62,88-71,73 8 79 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. P.E.#56705 CERT, OF AUTH. +29296 r OPT.SWEEP LOCK _. r` b 49 q8 OPT.AUTO LOCK I 18 47 I 20 jj 57 OR 58 46 ( C,y 57 OR 52 t t 85 E o 55 45 1 1 � t Q OPT.PULL RAIL t � 22 � 82 OR 8d 19 INTERLOCK& COVER 56 BEVELED MITERED FRAME WITH ,d 21 INTERLOCK INTERIOR AND EXTERIOR 19 •o &COVER ` FRAME WELDS A9 �a 78 72 X4 •`�,,, I 64 /-@X4 16 53 Ld \ 88 OR 81 14SCREEN 44 -- ~`•. P.�pCKE•`'e TONC�"""'•.�� ,/r/`.. -, �~ OPT.PULL HANDLE ASSEMBLY 64 WITH LATCH DETAILS 4740 CONSANTANT FORCE ! '�. 16 82 OR 83 BALCE OROPT.PULL 40 OR 43 d2 43 SPIRAL BAt.ANCE HANDLE .'\ y 63 67 MITERED FRAME WITH SASH /INTERIOR AND EXTERIOR J �"~ 37 ASSEMBLY J FRAME WELDS ss as DETAILS J f � EXTERIOR 36 � 4ppmrod n comp! ah6 Ms ...._.'.�-_.-•.. ANCt; 53 Floes I u Iny e� `' - .___-. --.../ Date O ROAN:. FRAME `` ��` \` �Olo ILYNN n'J`7'�., Revised By: Date: Rewston: MISMIDadep a ow ASSEMBLY . ��.' 6CENs DETAILS ti Revised BY: Date: Rewamn: N0.58706 �''`"•.` _ — ® Deeaiptlon: Drawn By: EXTERIOR '`A 7 /,5` , ; EXPLODED ASSEMBLY J ROSOWSKI NOTES: %C)'• STAYE OF ''•: ORIDa.•'•• 1070 TECHNOLOGY DRIVE &tto: Oats: 1)SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. S c� SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3)FOR RENNFOREL C MENTO YPES SEE DETAILS ONSHEETS FRAME TYPES ES APPLY. '�/r Sj�{}NA�_11 `� (941)-480-1600 $eNOe�edeh Saoh: Shea!: Dnmtnp No. Rev: 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. A.LYftkl ILtER'P.E. CERT.OF AVTH.J29296 SH-5500 NTS 1 13 OF 13 1 MD-SH5500-01 P.E.05870b