Loading...
HomeMy WebLinkAboutProduct Approval, window (00 per Selo 7.f MIAMI-MDADE' J MIAMI-DADE COUNI PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street Room 208, BOARD AND CODE, ADMINISTRATION DrVISION T(786)315-2590 F(780 315-2599 NOTICE OF ACCEPTANCE (NOA) wmv.mianddade.goy/ecorion PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,-the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Buildirig Code,including the High Velocity Hurricane Zone. ID DESCRIPTION:Series"SH-5500"PVC Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No.AID-SH5500-01 titled"Single Hung Window Installation- LM",sheets I through 13 of 13,dated 05/15/15,with revision B dated 06/06/17,prepared by manufacturer,' signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. 1 MISSILE WPACT 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 endorsementi of any product for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT[`:' The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This NOA revises NOA#16-0714.03 and consists of this page I and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.17-0630.05 _ MJAMI-Dff� 4 1 fflDECOUNTY Expiration Date: July 30,2010 WIN R Approval Bate: Novewber30,2017 I Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519.05) 2. Drawing No. MD-SH5500-01 titled "Single Hung Window Installation- LM", sheets I through 133 of 13, dated 05115115, with revision B dated 06/06/17, prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static'Air Pressure Test,Loading per FBC,TAS 202-941 2)Large Missile Impact Testper FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings a-ad installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,Durasealo spacer system, Super Spacere NXTT111 spacer system and XL EdgeTm spacer system at insulated glass,prepared by Fenestration Testing Laborato, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0714.03) 2. Test reports on: 1)Aft 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 11115114, signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No. 15-0519.05) 3. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-941 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-7966,dated 08/21/14, signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No. 15-0519.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014),dated 05115115 and 08/29/17,prepared by manufacturer,signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. IS- 9.05) Ma'nuele Ure P Product Contro t x finer NOA No.17-0630.05 Expiration Date: July 30,200 Approval Date: Nfovember30,2qV E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS(coN"m-um 2. Glazing complies with ASTWI E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS(coNTYNTED) 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their "Trosifol@ Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/19/17, expiring on 07/08/19. 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. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated i 08/10/17,expiring on 02/28118. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions UOIA" Inc. for their"Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09115116, expiring on 04/16/2'10. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09115116, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FSC 51h Edition (2014) and FITC 6th Edition(2017),dated June 22,2017,_issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest,dated June 22,2017,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. (Submitted under NOA No. 15-0519.05) 4. Proposal No. 16-0125 issued by the Product Control Section,dated March 09,2016, signed by Ishaq Chanda,P.E. (Suhmitted under previous NOA No. 16-0714.03) G. OTHERS 1. Notice of Acceptance No, 16-0714.03, issued to PGT Industries,Inc.for their Series "5500"PVC Single Hung Window-L.M.I. approved on 08/18/16 and=irmig on j —1 11 V 07/30/20. j Man Pere P.R. Product Con-Vol E aminer NOA N�6_. -0630.0 Expiration Date- July 30,2020 ApprovaiDate: November 30,2017 ANCHORAGE ANCHOR EXAMPLE -5/9' AGEEXAMPLC OEWGNPRESSUIRER�ATING IMPACT-116'MAX D.C. 3 RADIUS• 28 FOR WMAX.BUCKWIDTH .R(SIM FOR ALL VARIES PER REINFC CEMENT LARGE CT RESISTANT TOP ,\ l MAX.O�C� MEN S, ", A i2"MAXFROM LEVEL,SEE SHEETS 6-�71N �A &SMALL MISSILE HEADER(SIM t�..ESEAM 30' IZ'MAX. WINDOWTYPES) FORM r I B,SEE SHEET 3 MAX.O.G. 52-1/8'MAX.BUCK WINDOW TYPES} S SEE S= &SEE 10*MAX.FROM 8&9 1-114" 12*MAX FRAME SEAM D.SEE a,SEE 30"MAYLL D.C. SHEET.t FIXED VIS LIE $HiET4 rf HEFT3 12"MAX. I LIGHT WIDTH . -_ __f_ 51,SEE 30 VAX.O.C. 12*MAX. C,SEE A,SEE f 12"MAX I SNEET3SHEET SHEET 3> j I + EQUALLY FIXED SA EE VISIBLE S 12"MAX,iF 3' 17-7/8" OC SPACED 17-7JWMAXO�C. I EQUALLY ANCHORS PER '.LI"3'3H'TiT El ALLY� 17-718"MAX D.C. SPADED —I Y . 'U TABLES 9-11 — SPACED PA, 84' ANCHORSPERI MAX. ANCHORS PER 0 1 BUCK TAB.LE59-11 BUCK TABLES 9-11 0 HEIGHT 0 84' MAX. HEIGHT BUCK ASSHOWN 10'MAX.O.C. 13UCK I HEIGHT X 191,11 101 HEIGHT x i o'mAx D.C. 0 O.C. -I (MAN.) L*--- ­___ . _LT -_LT 13-314*MAX 1 /7 13-3/4'MAX.O.C. VISIBLE CEO SEE rA ED I SPA Il ANCHORS PER ANCHORS PER LIGHT ANCHORSPER t SHEETS c EQUALLY 17 EQUALLY -17 H 13.314"MAX.D.C. EQUALLY — SPACCD TABLES 9.11 TABLES 9-11 HEIGHT TABLES 9-11 — A 8&9 AN A A_j 6.1 "MAX. X6,10MAX 6.1/2°MAX. '1-1/4" SEE SILL WEEP- B 140 ANCHO SATSU SEE SILL WEEP- B —_jNOANCHORS ATSILL SEE SILL WEEP- DNOTCH DETAILS, WIDTH SEESILLWEEP- a SASH VISIB �tNOTCH DETAILS, 54-MAX,BUCKWIDTH -�\t_NOTCHGETAls. OT W MAX.XSU NOTCH DETAILS, LIGHT WIDTH SHEET SHEET 4 SHEET3 SHEFT3 ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEUPROViEW CONFIGURATION FOR CUSTOM COrl-TAGE CONFIGURA-1 ION Ulf 10 �ANC ZED THROUGH HE NAIL-FIN 75"HEIGHT 3EETA5LEU 4-11 (SIM[ ,ANCHOR THE 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). GENERAL NOTES................................................. 1 2} SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEDR13 REGIONS.FOR INSULATED GLASS INSTAI CATIONS ABOVE 3V IN THE HVHZ,THE OUTBOARD LITE(CAP)MUSTTEMPERED ELEVATIONS................»......................................I EVALUATIONS WERE SOUTHERN PINE, 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR FRAME,GLASS&ANCHOR OPTIONS.................2 ASTMCSO CONCRETE MASONRY UNITS AND CONCRETE WITH MIM KSI PER ANCHOR TYPE. INSTALLATION,FLANGE&EQUAL LEGIBOX. 3 4)ALL WOOD DUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.IX WOOD DUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS NSTALLAT ON:INTEGRAL FIN&J-CHANNEL..4 DEPICTED AS 2X ARE 1.112"THICK OR GREATER.IX PND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN GLAZING DETAILS 5 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(FOR)OR ARCHITECT OF RECORD,(AOR). . DESIGN PRESSURES............................I..............6-7 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED IMN EMBEDMENT.INST.ANCHORS ANCHOR QUANTITIES......................_..........».... 8-10 SHOULD BE SEALED.OVERALL'SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS, EXTRUSION PROFILES........................................11 6)114"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 ASSEMBLY&PARTS LIST ................... 12-13, 7)DESIGN PRESSURES: CODES I STANDARDS USED: A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. DA BUILDING CODE(PBC},6TH EDITION a.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. :2017 FLORI C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASO, 201 4 FLOR DA BUILDING CODE(FED).STH EDITION 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 -ASTM,E1300-09 USED IN THE DESIGN Of THIS PRODUCT,THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH.OTHER -ANSItAF&PA NDS-2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUALADM-2015 PRODUCTREVISM , DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. • es cmvlying WWI tut Fbxma 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. -AISI 5100-12 B.ftob Code 10)REFERENCES:TEST REPORTS FTL-7964&7066;ELCO U LTRACON NOA:ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ENERGI WINDOW AND DOOR PROFILES,LTD WHITE&BRONZE/LIGHTER *AISC360-10 A,o pWnc.No SHADES OF CAP COATED PVC EXTRUSION NORS:NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS&ALUMINUM oNMANUAL RaVW= n Due 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BYBUILDING OFFICLAL. Ly UPDATED TO FBC 2017, JR- USER INSTRUCTIONS: -S14 06/06/17 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. No.607 I 2)DETERMINE THE MOSY SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. 05 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN 4�0 SKI i ROSOWSKi PRESSURE FROM TABLES 4-8.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW &ELEVATION 1070 TECHNOLOGY DR GENERAL NOTES OPENING OBTAINED IN STEP i. -Z N,VENICE,FL 34Z75 DIN.. �W 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES gAl.VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR S L 1 5115 LM (94t)-480-1600 S YOUR OPENING'S CONDITION FROM TABLES 2 OR 3.AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. SINGLE HUNG WINDOW INSTALLATION-LM 05/15115 5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. FGT== 00 .......I �lf % .,,. Sodea/Madd. NO. —RII NOTE;DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, A.LYNN V RI.P.E. ALLRtGKI3RE3ERVM SH-5500 NTS I OF 13 LMD-si-mrinn-ol I B INTEGRAL FIN OR EQUAL LEG/BOX). P.r.0 58705 CERT.OF;RUTH.929296 TABLE 1:ALLOWABLE GLASS TYPES Glass YP Table# Sheet#Design Proesure Frame Glass Frame Frame Type Description(Listed from ExteriorExteriorm Interior) Types Options Conftgs. Shapes Installation Options that maybe used__5_1711F Laminated LG.:1/8'A Exterior Cap+7%18'Air Space+5/16'Laminated;(2)Utes of 1/8"A Glass with.090'PVB Interlayer 4,5 6 (see Flg B) (see Table 1) (see Fig A) (see Fig C) 6 718"laminated I.G.:1/8"T Exterior Cap+7/16'Air Space+5118'Laminated;(2)Liles of 1/8"A Glass with.090"PVB Intedayor 4,6 6 ....into 2X Wood Frame/Buckstrip-sheet 3,option 1 Equal-Lite, Arch-Rect., 7 718'Laminated I.G.:3/16"A Exterior Cep+3/8"Air Space+5li-o"Laminated;(2)Utes of 1/8"A Glass wish.090"PVB Interlayer 4,6 6 Flange Through the frame....into Concrete/CMU-sheet 3,option 2 (#2) 5-16 Ori Cottage Arch-Topp of the window='. ..__through 1X Buckstrip into Concrete/CMU-sheet 3,option 3 8 7!8"Laminated I.G.:3110"T Exterior Cap+318"Air Space+5116"Laminated;(2)Liles of 1/8"A Glass with.090"PVB Intedayer 4,6 6 8 Cottage Radus Top 9 7/8'Laminated I.G.:118"A Exterior Cap+7/16"Air Space+5116•Laminated;(2)Utes of 118"H Glass with.090"SG Intedayer 7 7 ....into Metal-sheet 3,option 4 10 71W Laminated I.G.:118"T Exterior Cap+7/16"Air Space+5116'Laminated;(2)Was of 1/8"H Glass with.090°SG Interlayer 7 7 ....into 2X Wood Frame/Buckship-sheet 3,option 1 / 11 7/8"Laminated I.G.:3116'A Exterior Cap+3/8"Air Space+5116•Laminated;(2)Lites Equal-Lite, Square/Rect.,les of 1/8"H Glass with.090°SG Intedayer 7 7 Through the frame ....into Concrete/CMU-sheet 3,option 2 Equal-Leg5-16 O&Cotta ew Arch-Top 8 o 12 7/8^Laminated I.G.:3118'T Exterior Cep+3/8'Air Space+5/16"Laminated;(2)Utes of 1!8"H Glass with.090'SG Intedayer 7 7 (#4)) 8 Cottage Radius-Top f the window....., op ....through 1X Buckstrip Into Concrete/CMU-sheet 3,option 3 13 7/8"Laminated I.O.:1/8"A Exterior Cap+5/16'Air Space+7/16'Laminated;(2)Lites of 3116"A Glass With.090'SG Intedayer 8 7 ....into Metal-sheet 3,option 4 14 7/8•Laminated I.G:118"T Exterior Cap+5116'Air Space+7/16'Laminated;(2)Lites of 3116"A Glass with.090°SG Intedayer 8 7 Through the ....into ZX Wood Frame/Buckstrip-sheet 4,option S. 15 718"Laminated I.G.:3116°A Exterior Ca +1lq°Air Space+7/16'Laminated; Liles of 3116'A Glass with.090"SG Intedayer Equal-Lite, Square/Reci.,integral fin...... Option 7 P P (2) Y 7 7 J-Channel 8 ....foto Metal-sheet 4,a 5-B O&Cot Cottage Arch Top 8 18 718'Laminated I.G.:3/18"T Exterior Cap+1/4"Air Space+7/16"Laminated;(2)Liras of 3118`A Glass with.090'SG Interlayer 7 7 (#1) g ge Radus Top Through the frame ••••into 2X Wood Frame/Buckstdp-sheet 4,option 6 of the window...... ••-,int°Metal-sheet 4,option 8 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES S.7,9,11,13 Through the ....into 2X Wood FrameBuckstdp-sheet 4,option 5 Min.Ed a Min. 8 16 MAY NOT BE USED IN Equal-Lite, Square/Rect.,integral fin...... Group Anchor Substrate B THE HVHZ ABOVE 30'. Integral Flo 5-8 OdeVProdew Arch-Tap 8 ••into Motel-sheat 4,option 7 Distance Embedment! N (#3) Through the frame ....into 2X Wood FramelBuckeldp-sheet 4,option 6 _ 8 Cottage Radius-Top g #10 SMS P.T.Southem Pine(SG=0,55) 7/16" 1-3/8" of the window...... ••„into Metal-sheet 4,option 8 Steel,A36° 318" 0.050" 'MIN.OF 3 (steel,16-8 S.S. THREADS Steel Stud,A653 Gr,33• 3/8° 0.0451°(18 Ga.) BEYOND THE FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES Of 410 S.S.) "q"=ANNEALED A Aluminum,6063-T5* 318' 0.050° METAL H"=HEAT STRENGTHENED P.T.Southern Pine(SG=0.55) 7/16" 13/8" SUBSTRATE. O O T=TEMPERED 3/16"steel Ultracon Concrete(min.2.85 ksi) 1" 1.3/8" 'PVB"=.090"TROSIFOLmPVB UngroUted CMU,(ASTM G90 " " BY/ BY KURARAY AMERICA,INC. ) 2-1/2 1-1/4CMU"VALUES P.T.Southern Pine(SG=0.55) 9116" 1-3/8" MAY BE USED °SG'=.090'SENTRYGLAS® r #12 SMS0.050' FOR GROUTED CMU �i J-CHANNEL NTEGRAL FIN INTERLAYER BY KURARAY (steel, S.S. Steal,A38" 318°Steel Stud,A653 Gr.33• 3/8" 0.0451"(18 Ga.) APPLICATIONS. AMERICA,INC. or 4100 S.S.)S. B Aluminum,6063-T5* 31 " EQUAL-LITE ORIEL COTTAGE 1/4"steel Ulfrecon P.T.Southern Pine(SG=0.55) 1". 1-3/8O.OB1�/B" 114"steel Creteflex P.T.Southern Pine(SG=0.55) 1" 1-3/8" FIGURE C:FRAME SHAPES JT R, 114"steel Aggro-Gator P.T.Southern Pine(SG=0.55) 1° 1 1-318" -BUCK WIDTHI-4--a-I BUCK WIDTH I+---P-{BUCK WIDTHS FLANGE BOX OR EQUAL-LEG 1/4"steel UI[recon ( ) Concrete min.2.85 ksi 1" 1-3/4" C- 7 -- -� T i j Ungmuted CMU,(ASTM C-90) 2-1/2^ 1-1/4" 1/4"steal Creteflex Concrete(min.3.35 ksi) 1" 13/4° x _ Material 133ksi Min.Fa S2 is F to / Steel Screw 120 ksi 114"steel Ultraron Concrete(min.2.85 kst) 2-1/2" 1-3/4" w w w X -- - x ---- x - t- 18-8 Screw 95 ksl concrete(min.3.35 ksl) 2-112" 1-3/4" r r w :e cs x 114"steel Creteflex o v x O w 410 Screw 110 ksi D Ungmuted CMU,(ASTM G90) 2-1/2' 1-1/4" ca m m w m i Elco Aggre-Oator6l 961:x1 1/4"steel Aggre-Gator Concrete min.3.275 ksi 1-1/2" Growled CMU,(ASTM C-90) 2° 2" 1 1 SS UltraCon® i 89.Y,si RECTANGULAR RADIUS-TOP ARCH-TOP 410 SS Elco CreteFlex® i 189.7 ksi 606375 Aluminum 22 ksi TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY BE USED A36 Steel 58 hsi PRODUCT REVISED BY INSCRIBING THE SHAPE INA BLOCK AND OBTAINING DESIGN PRESSURES Gr.33 Steel Stud 45 ksi as comptyins with dw Florida Min.Edge Min. AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 6-10. 5aildiog code Group Anchor Substrate ge�pw,ae No `F " Distance Embedment' I I xoirnti nl0ntc����`7J.1 Ravralon: ob3D E 2-112°x.131°Common Nail P.T.Southern Pine(SG=.55) 3/8" 2-7/16' ,.�`ANY LYNN 2-112"Ring shank Roofing Nail P.T.Southern Pine(SG=.55) 3/8" 2-7116 ��.•'�tCENSF'• ��%� ANCHORS RE-GROUPED. °a,,,neaeeroaa�t cg rs'�j� P.T.Southern Pine(SG=.55) 1/2^ 1-318^ Q: �l -JR-06/06/17 (J #10 Trussheed SMSAluminum,6083-T5" 3/8" 0.050" No.58705 (steel,18-BS.S. or 410 S.S.) Steel Stud,Gr.33" 318' 0.0451'(18 Ga.) - Deacrrptlon: oro,rn e/" F Steel,A36* 316" o.osD" - ° �1 - 1070 TECHNOLOGY DRIVE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI P.T.Southern Pine SG=.55 9116" 1-318" °MIN.OF 3 ��Q'•• S1lnllnnnTE 11 ' N.N.VENICE,FL 34275 ( ) THREADS �� #12sMs Aluminum,6063.15. 318^ 0.063" BEYONDTHE '���` '•F�ORID?.• \ (941)-48D-160o SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (s or 31.S.S SUBSTRATE. '/sS NG\` �eawr sertas Steel Stud,Gr.33' 318" 0.050" i, /� E ° Steel,A36• 318" 0.050" / INAI`` \ PmmvustRtEs.n+c. model: Scat,: Sheec Drowrng No. Rcr. A.LYN/J IA)IILLER P.E RT.OF AUTH.#ven P.E.#59705 CERT.OF Al1iH.#29298 SH-5500 NTS 2 OF 13 MD-SH5500-01 B I INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX OPTION 1 EDGE DISTANCE DIRECTLY INTO CONCRETEICMU. BUCKSTRIP INTO CONCRETE/CMU. EMBEDMENT ANCHORED THROUGH EMBEDMENT SEE NOTE 2,THIS SHEET. FRAME INTO C WOOD 1/4"MAX SHIM FRAME E 2 BUCKSTRIP. - 16 114"MAX SHIM SEE NOTE 2,THIS SHEET. EMBEDMENT SASH VISIBLE FLANGE FRAME 1 j EDGE " �❑� 18 LIGHT WIDTH —17 EDGE —L_L a SHOWN DISTANCE DISTANCE� ' f� -a 44 BALANCE L--.J ❑ 1/4'MAX TYPE VARIES — TYP.ANCHOR SHIM TYP.ANCHOR TYPE, 42 WITH SASH . TYPE, EMBEDMENTAND WEIGHT _ 2 EMB ANCHOR TYPE. EDGE Q 54 30 a� __AND EDGE EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, DISTANCE PERSUBSTQ 31 DISTANCE PER O EDGE SUBSTRATE. 1B SEE TABLE 2,SHEET 2. SEE TABLE 2,SHEET 2. EXTERIOR '•DISTANCE SEE TABLE 2, T - ., 0 I SHEET2 FIXED 19 20 1 OPT.SASH TOP FIXED VISIBLE _ 4 - y LSIBLE L J LIFT RAIL FFRAME I 2 LIGHT WIDTH EQUAL HEIGHT 1 FORALLWINDOWS: NOTES: SHOWN fK BUCK WIDTH LFRAR EX 48 1 ANCHOR @ 3.55- HORIZONTAL SECTION A-A. SHOWN 49 FROM END AND AT 1)USE ONLY - 21 CENTER. SUBSTRATE-APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, SHEET 2.FOLLOW EMBEDMENTAND 72 0 - OVER 36'WIDE: DADE APPROVED MULLION,FBC COMPLIANT ALUMINUAtISTEEL FRAMING OR STEEL STUD. ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 2 SHEET 2. 1q 45 46 47 SCREWS @16-33/8° INSTALLATION OPTION SHOWN MAY 35 FROM END. BE USED ON ANY SIDE OF THE O FOR WINDOWS WITH WINDOW. 1/4"MAX BUCK 16 BOTTOM LOCKS: SHIM #10 OR#12 STEEL HEIGHT 50 O O ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE {�. 1/4"MAX. SCREWS @ 8-318° USED INTO WOOD AS PER TABLE 2, SELF-DRILLING I SHIM 85 30 �— FROM END. SHEET 2.ALL WOOD BUCKS LESS SMS(135),SEE I SASH THAN 1-112"THICK ARE TO BE 0 TABLE 2, SHEET 2. D� CONSIDERED 1X INSTALLATIONS.IX EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS +, 16 DEPICTED AS 2X ARE 1.12-THICK 86 OPT _I___ USE EITHER -OR GREATER.1X AND 2X BUCKS 65 LATCH (WHEN USED)SHALL BE DESIGNED ❑� uD� (2)1` 81 31 30 64 BOTTOMM L LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE a EQUAL Q INTERIOR TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME n LEG/BOX f��I WEEP LOCATION: DESIGN AND INSTALLATION IS THE SHOWN LID o _ SHOL UD�o NOTCHES AT 80 FROM SASH END. RESPONSIBILITY OF THE ENGINEER EACH END. 71 OR ARCHITECT OF RECORD. EXTERIOR 8 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION ('1 INSTALLATION 67 (ALSO REFERRED TO AS DAYLIGHT OPTION 4 v OPTION 4 PRODUCT REVISED OPENING)IS MEASURED FROM rs eom wii11 lite Flecic,a EQUAL-LEGBOX ^ 114"MAX SHIM BEADING TO BEADING, ANCHORED THROUGH ANCHORED THROUGH BuildmgCode FRAME SHOWN 111 I 1 1 I//FRAME INTO MEAL FRAME INTO MEAL AQoptanco No 1WD � N �'i Revfslon: ire,'nDate.27°X 125• ' NO ANCHORS �C�; CENy ;��( BYWEEPHOLE Miom DadoPro , W/COVER@ REQUIRED IN VISIBLE LIGHT FORMULAS �' '�� ' t 2.87"FROM 38 4•'• FLANGE OR *: No.58705 EACH END. EQUAL-LEG 'mDTH = �. •: *' • FRAME SILLS @SASH:BUCK WIDTH-6.12" _-O Daserlptlon: Droaa BY: @ FIXED LITE:BUCK WIDTH-4.318" �T► '•. �2 Jyt.''�-z 1070 TECHNOLOGY DRIVE FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI O ST TE OF • HEIGHT(EQUAL-LITE) � I N.VENICE,FL 34275 VERTICAL SECTION B-B BUCK HEIGHT/2-3.15116" ��s•'' ORID�;..•' ��;� (941}-080-1600 nga: Date: �'�.S� NAL� C0PYRicltrC2 17 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 IPw ! 'III IIil1 wOR19SMES,INC. Serles/Atode. Scale: Sheet: 0m.Mg No. R—..'- A.LYNN MIL LER,P.E. P.E.p 50705 CERT.OF AUTH#29298 SH-5500 NTS 3OF13 MD-SH5500-01 B' ' . INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO ZX ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT WOOD FRAME OR BUCKSTRIP,SEE INTO 2X WOOD FRAME OR SOGEDISTANCE ANCHORED THROUGHINTEGRAL EMBEDMENT NOTE 2,THIS SHEET. BUCKSTFUP.SEE NOTE 2,THIS SHE ET- FIN INTO ZX WOOD FRAME OR 1/4"MAX SHIM BUCK-STRIP.SEE NOTE 2.THIS EDGE DISTANCE 16 IW MAX SHIM SHEET. TYP.ANCHOR TYPE, SASH VISIBLE J-CHANNEL EMBEDMENT AND EDGE 18 LIGHTWIDTH 17 FRAME 1 DISTANCE PER SUBSTRATE, SHOWNSEE TABLE 2,SHEET I (SCREW SHOWN) 44 BALANCE TYPE VARIES 0 EMBEDMENT L JL—j 1/4MAX SHIM 42 WITH SASH EDGE TY" WEIGHT 54 ANCHOR TYPE, DISTANCE 1 30 EMBEDMENT AND EDGE31 i DISTANCE PER SUBSTRATE, Fai SEE TABLE 3,SHEET 2. EXTERIOR TYP.ANCHOR TYPE, Is (NAIL SHOWN) 87 INTEGRAL EMBEDMENT AND EDGE o 0- 3 FIN DISTANCE PER SUBSTRATE, 19 C�7CJD� FIXED VISIBLE FRAME SEE TABLE 3,SHEET 2. FIXED 20 OPT.SASH TOP J-CHANNEL LIGHT WIDTH SHOWN (MAIL SHOWN) VISIBLE LIFT RAIL FRAME LIGHT NOTES: SHOWN HEIGHT FOR ALL WINDOWS I ANCHOR @ 3.55- BUCK WIDTH 49 48 FROM END AND AT 1)USE ONLY HORIZONTAL SECTION C-C 21 CENTER. SUBSTRATE-APPROPRIATE -'22Ows ANCHORS LISTED ON TABLES 2&3 FORWIND— OF SHEET 2.FOLLOW EMBEDMENT DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. (72)- OVER WIDE: IW MAX ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY SHIM MAY Be VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES.TABLES 2&3,SHEET 2. y SCREWS @,16.318' INSTALLATION OPTION SHOWN MAY 5 46 47 35 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. BUCK BOTTOM LOCKS #10 OR#12 STEEL IM MAX, HEIGHT so 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLING SHIM SCREWS a 5-ar USED INTO WOOD AS PER TABLE 2, SMS(G5).SEE 85 T— FROM END. SHEET 2.ALL WOOD BUCKS LESS TABLES 2&3, 3D THAN 1.1/2"THICK ARE TO BE SHEET 2. SASH CONSIDERED IX INSTALLATIONS. EXTERIOR VISIBLE 1X WOOD SUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT USE EITHER SUBSTRATE.WOOD BUCKS 16 LATCH(SHOWN) DEPICTED AS 2X ARE 1-i2"THICK OPT.- 86 OR BOTTOM LO',K(SHEET3). OR GREATER.IX AND 2�(BUCKS (WHEN USED)S14ALL B�DESIGNED FIN ANDIOR J2)I- 1 3 63 TESTED UNIT TO PROPERLY TRANSFER LOADS FLANGE REMOVED 8 (E31 LOCATION:6-518" TO THE STRUCTURE,WOOD BUCK INTERIOR 8 FROM SASH END. DESIGN AND INSTALLATION IS THE IN-FIELD LD WEEP lc:z:- NOTCHESAT 8D RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN EACH END. NO ANCHORS OR ARCHITECT OF RECORD, FRAME SHOWN 117= 7 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 PRODUCrREVISED OPENING)IS MEASURED FROM ANCHORED THROUGH ANCHORED THROUGH FRAME INTO METAL M em*ing Nvith ft Flwhiv IM MAX BEADING TO BEADING. Buildiag Code INTEGRAL FIN SHIM I I I I I I INTEG FIN INTO METAL (INTEGRAL FIWLANGE REMOVED) Aleeplon-No t7 .5p.05 FRAME SHOWN iw;o Dat*.tW 202Z) 27"X 1.25'WEEPHOLE By WICOVER @ 2,87 Aft-n! ad,pmd ;C4i @) T FROM EACH END. . .. .... VISIBLE LIGHT FORMULAS No. TYP.ANC EMBEDMENT ANO EDGE EDGE DISTANCE WIDTH ar DISTANCE PER SUBSTRATE, @SASH:BUCK WIDTH-6-112* SEE TABLE 3,SHEET 2. ---1 EMBEDMENT @ FIXED LITE:BUCK WIDTH-4.318" STATE 0 *' 1070 TECHNOLOGY D J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI 4 ' (SCREW SHO-NN) HEIGHT(EQUAL-LITE) • N.VENICE,FL34275 77fle: pate: 11 (041"80-1600 INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK HEIGHT/2-3-15116" L -SINGLE HUNG WINDOW INSTALLATION-LM 105/15/15 ANCHORED THROUGH INTEGRAL FIN P GCTOTIMN F092 0"1471- No. or. INTO 2X WOOD FRAME ORBUCK- ALLF11GHTSMSERM —ri"IA40dk. A.LYNN MILLER,P.E. -- SH-5500 NTS 4 OF 13 MD-SH5500-01 B STRIP.SEE NOTE 2,THIS SHEET. P.E.0 58705 CERT.OF AUTH.#2956 -�-{ 718"NOM. -+{ 7/8"NO7/8"NOM. �- -�{ 718'NOM. 7/8"NOM. 5/16"A/A PVB I 5116'AIA PVB I 5/16"A/A PVB 5/16"A/A PVB I I 5/16"H/H SG I I 7118"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 7/16"AIR SPACE 1/8"A GLASS--\ 1/8"T GLASS 3/16"A GLASS 3H 6"T_GLASS 118"!Lk GLASS a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR ----76.79 7678 7a-79 7679 7679 GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 -�•{ 718"NOM. 718"NOM. 7/8'NOM. 7/8"NOM. 718"NOM. 5116"H/H SG I 5/16"H/H SG I 5/16"H/H SG 7/16"A/A SG I 7/16"A/A SG 7/16"AIR SPACE 318"AIR SPACE 318-AIRSPACE- 5116"AIR SPACE 5/16"AIR SPACE 1/8"T GLASS 3/16"A GLASS 3116"T GLASS 1/8'A GLASS 1/8"T GLASS aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 7679 7678 76-79 76.79 7679 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 7I8"NOM. 7/8"NOM. vl- 7/16"A/A SG 7116"A/ASG I 112"NOM.GLASS 'GLASS TYPES 9 THROUGH 1/4"AIR SPACE -1/4-AIRSPACE - -�- - - ------ -- 76-79 BITE TYP. 16 MAY NOT BE USED 3116"A GLASS 3116"T GLASS WITH J•CHANNEL OR 72 74 ®INTEGRAL FIN FRAMES a EXTERIOR a EXTERIOR GLASS TYPES 5,7,9,11,13 7678 76-79 31 - &15 MAY NOT BE USED IN EXTERIOR 75 THE HVHZ ABOVE 30'. PRODUCT REVISED a GLASS TYPE 15 GLASS TYPE 16 ,a°p �.tl=P13 38 30 t I 1 1 1 I l l/ ' Tcttirottiw�Date�}7 LYNN 7 Revlelon: El :P�,; tiCENSF•.C�C� Mi ni .de Product �' o No.587o5 •�' '•. GLAZING NOTES: _ yE•- "A"=ANNEALED =-G' = Descrlptton: Dr—W. TYP.GLAZING DETAIL "H•=HEArsrRENGTHENED =7� .• 22 ) � 1070 TECHNOLOGY DRIVE GLAZING DETAILS J ROSOWSKI R' =TEMPERED %O ST TE OF ••� N.VENICE,FL 34275 "PVB"=.090'TROSIFOL®PVB BY KURARAY AMERICA,INC. ��(C�•'•,ST DP•.•'••��� 1)-080.1600 rtle: Dote: •sG"=.090'SENTRYGLAS®BYKURARAYAMERICA,INC. i S SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 corrwOlr." FOR LAMINATED GLAZING COMPONENTS,SEE TABLE I,SHEET 2. //O�AL t N \ ILLRI.Us7REERW Serros/MedeL• Scaro: Sfreett Draring Na-- Rcr. A LYNN M9-LER,P.E. ALL RIGMTE RE9ERYED SH-5500 NTS 5 OF 13 MD-SH5500-01 B P.E.656705 CERT.OF AUTH.#29296 TABLE 7: TABLE 8: G1. Type Sdbm 6mh i ale-Typ1 Omtam Smh 9.1$16616 Doa.vu nfmohen Smh Ha9m Deelgn Plus-,lb9ta 73614 D-gdplUn for pNel gash Helyn D661gn Pres Gufe lbStftT Relnl.LOwl Ren.9-.d- R-9. We mguek Wdlh in Rata.Lwe1 Ra a WIN— R4npe On) WNd.w S.k%Yldh 0. o 3 Height 8h upm 0 40 52125 54 3 Hdght Sh- 19 1 24 32 38 1 40 1 48 52.125 1 $4 23.5 Evu ft. 11.394 +70.0•110.0 +70.0•110.0 +70.0•110.0 +70.D-710.0 235 Equa19l. 11384 -70.0-110.0 -70.0 -110.0 -70.0-110.0 +70.0-110.0 •70.0-170.0 •70.0-110.0 70.0-110.0 .7D.0-110.0 Sl bad C,.Wgo 14.517-15.670 -70.0-110.0 +1D.0-110.0 +70.0-110.0 +70,0 -710.0 M=atacotlaae 74.517-15670 •70.0-710.0 .7D.0 -110.0 -70.0•110.0 -70.0-11MO -70.01-110.01•70.0-110.0 •70.0 -710.0 •70.0-110.0 2B Equd7ae 11.5847-14.516 +70.D-110.0 +70.0-110.0 +70.0-11QO -700 -110.0 28 Equ94ne 11.583-14.510 70.0-110.0 -70.0 -110.0 •70,0-110.0 -70.0-1110 •70.0-110.0 -70.0-110.0 -70.0 -110.0 •70.0-110.0 r� Slendrd PlWew 11.377-11.592 +70.D-110.0 +70.0-110.0 70.0.110.0 +70.0 -1110 maMud PW- 17.377.11582 +70.0•110.0 70.0 -776.0 •TaG A10.0 •70.0 -110.0 •70.0 -170.0 .70.0-110.0 70.0 -110.0 70.0 -110.0 O I(,J' HEADER T09-1 23.517-25.290 +70.0-110.0 +70.0•110.0 -70.0-110.0 +70.0 •110.0 Tallest 23.617-25206 •70.0-110.0 •70.0-110.0 70.0-110.0 -700-110.0 170.0 -110.0 70.0-710.0 70.0-110.0 •70.0 -110.0 SUMerd C.Uge 2.0.955-23.519 .70.0•110.0 -70.0•110.0 +70.0-11(10 .XD-710.0 5U .ld Caen. 20.958-23516 -70.0•110.0 +]ILO-110.0 •700-110.0 7D.0 -110.0 +70.D -110.0 -70.0-110.0 -70.0•110.0 +700 Aill.0 25 37975 &r'W4M 17.517-20.957 .70.0-110.0 -70.0.110.0 +70.0-110.0 .70.0-100.0 37.375 Equa l' 17.51]-20957 .70.0 AIMO •70.0-110.0 •70.0 •1113.0 70.0 -110.0 •70.0 -110.0 .70.0-110.0 -70.D-110.0 •70.0 -10ILD SWmdW Pw 14.517-17.515 +70.0-71D.0 +70.0.110.0 70.0.110.0 .70.0 •110.0 siwd mNZ. 14.517.17516 -70.0-110.0 •713.0•11QD +70.0 •11D.D •70.0-710.0 -70.D-1140 -70.0•170.0 •70.0-170.0 •70.0 •110.0 rte- o ehedesl 11.377.14.510 .70.0-710.0 .70.0-110.0 .7110 A07.q .70.0 -103.0 5hedeil 11.38-14.516 •70.0-1100 •70.0-170.0 •70.0.110.0 •70,0-110.0 •10.0 •110.0•70.0•110.0 -70.0-107.6 -70.0 -103.0 � �I Td)1t 27.583-31.011 +70.0•110.0 +MA 90.0 +70.0 .93.0 +700 -80.0 T.11IM 27.583-37.011 •70.0•110.0 -7QD-110.0 -70.0-110.0 •70.0•110.0 +70.0-110.0-70.0 99.0 -70.0 93.0 -70.0 -013.0 00 �o 001011 st.. 26.517-21.502 -70.0•110.0 +70.0-110.0 •70.0•110.0 +7ao-0to.o custom sue 26.517.27.862 -70.01-110.0 •70.0 -110.0 70.0-110.0 .70.0•110,0 N0.0-110.0 •70.0-110.0 •70.0-110.0 +70.0-110.0 O O MEETINGRAIL SWd,d CoMe 23.517.29.510 470.0 410.0 +70.0•770.0 -7D.0 410.0 +7a, -170.0 Standard CoOege 23.517.26.616 •70.0-110.0 70.0-110.0 •10.0-170.0 +70.0 -110.0 -70.0-110.0 •70.0-110.0 -7D.0-110.0 •700 -110.0 44 Equel6te 20.51T•2Q510 +70.0 41010 +70.0.110.0 -10.0-110.0 700 -110.0 43 Equd49e 2D.517-M.515 70.0-110.0 +70.0-110.0 -70.0-110.0 +70.0-110.0 •70.0 -110.0 70.0-110.0 -70.0-110.0 700•110.0 27 O Standerd POMew 17.517-20.510 +70.0-170.0 +70.0•110.0 +70.0•1109 +70.0 -110.0 Sla9dardPrWew 17.517-20516 -70.0 410.0 •70.0-110.0 +70.0-110.0 +70.0-110.0 70.0 410.0 •70.0-110.0 7010-170.0 •7a.0•110.0 C-mm She 14.517-17.516 +70.0-110.0 70.0.110.0 +70.0-110.0 .700•110.0 C1.Iq Sue 14.517.17516 70.0-110.0 +70.0-110.0 -7D.D.11D.0 70.0-110.0 70.0•110.0 70.0-710.0 70.0-110.0 •70.0-110.0 shmw 11.377-14.516 .70.0-110.0 +70.0•110.0 +70.0•107.0 +70.0 -103.0 sh.ant 11.377.14.516 •70.0-170.0 -70.0 410.0 •70.0•110.0 •7110-110.0 +70.0-110.0 -70.0-110.0 +70.0-107.0 •70.0 •103.0 EXTERIOR TeBml 31.583.35.011 +70.0-110.0 +70.0 9aO +70.0 •03.0 +700 -0'1.0 700111 31.%3-35.gt1 +70.0-110.0 70.D-110.0 -70.0-110.0 -70.0-11x0 70.0-110.0 •700 90.0 +70.0 93.0 -70.0 90.0 SbMml Cotmpe 20.517-31.682 +70.0-110.0 +70.0-710.0 +70.0•110.0 -70.0 410.0 Stallard=.at 26.517-31.592 -70.0-110.0 70.0•110.0 •70.0-11010 472.0 -170.0 7D.0•110.0 .70.0-110.0 •70.0-1100 70.0 •710.0 JAMB 25 EquM{Ile 20.517-28.510 +70.0•110.0 +70.0•110.0 •70.0•110.0 -70.0 -110.0 EquaH60 20.517.20.510 -70.0-110.0 +70.0 410.0 +70.0-110.0 •70.0-110.0 70.0-110.0 -70.0-110.0 -70.0-710.0 •70.13-110.0 46 SUndt dP.4- 17.517-20.518 -70.0•110.0 +70.0•110.0 +70.0•110.0 +'m.0•1110 40 9landard p'; 17.517-.0510 •700-11D.0 •70.0-170,0 -7010-110.D -70.0-110.0 -70.0-110.0 •70.0-110.0 7010•710.0 70.0-110.0 EXTERIOR SASH Cm' r.Sue 14.517-17.510 +70.0•110D +70.0.110.0 +70.0-110.0 +70.13-1740 CuSamslm 16.511-17516 •713.0 410.0 -713.0-1101•70.0-11MO •70.0-110.0 70.0 -110.0 .70.0-110.0 +7D.o-112.2 170.0-110.0 a HEIGHT Ca t'mshe 10517.14.516 .70.0•110.0 +70.0-110.0+70.0-110.0 I.N.-110.0 O19omSte 12.517-14518 72.0 410.0 •70.0 AWO 7ao-110.0 -70.0-110.0 70.0-110.0 70.0-110.a 72.0-110.0 70.0-110.0 SECTION DETAIL FOR g snone.t 11.3»-12.510 -7DA 410.0 70.0-110.0 70.0•110.0 +70.0-110.0 shottesl 11.377-12516 +]0.0-111.D +70.0-110.0 -70.0-110.0 70.0-11D.D •70.0-110.D •70.0 410.0 •'70.0-110.0 •7D.0-110.0 TMI-t 33MO.37.530 .70.0-110.0 +70.0 98,0 -70.0 -93.0 -T0.0 -80.0 a TOW 33.205-37.538 70.D-110.0 •70.0-110.0 •7ao-11o,o .70.0-110.0 70.0-110.0 +70.0 99.0 -70.0 93.0 •70.0 9010 WINDOWS WITH 0 SUMmd Coft 9p 20,517-33207 -7D.0 AID.0 .70.0-110.0+70.0-110.D 470.0 410.0 i slandard C.aage 26.517-3320] -70.0-110.0 -70.0-110.0 70.0 410.0 •70.0-+10.0 •70.0-1113.0 70.0•tm.0 .70.0 4101 70.0-171.° LEVEL R3 REINFORCEMENT 25 Equw 23.517-25.516 -TOD-110.0 +70.0•110.0 +70.D•110.0 +70.014M.01 Egaa-0lo 23.517-26516 •70.0-110.0 •70.0-110.0 70.0-110.0 •70.0-110.0 •70.0-110.0 .70.0-110.0 70.0-110.0 +70.0-110.0 GLASS TYPES 9-16 --- 49075 Otstem She 20.517-23.516 +7010-710D +70.0 410.0 +70.0.110.0 +70.0-710.0 ' Custom Ste 20.517-23578 70.13-110.0 70.0-110.0 70.0-710.0 -713.0-110.0 700 •110.0 7210-fl0.0 70.13-not 70.0-110.0 SILL O aM5 t Srandmd Pn Aew 1L517-20.519 170.0-110.0 +70.0-070.11 +70.0-110.0 +70.0-110.0 E Stannard PmA.w 77.517-20518 N0.0-110.0 713.0-17x.0 70.0-110.0 •70.0-170.0 .7010 4W.0 •70.0-710.0 •70.0-710.0 •70.0-fl 0.0 (REINFORCEMENTS SHOWN 5 cuolmn 6te 14.517.17.516 -70.13-110.0 +70.0•110.0 7D.0 410.0 170.0 -110.0 � cu9om8te 14.517-17.516 .70.0-110.0 +7D.0-110.0 70.0-ita.0 •70.0-110.0 .72.0-11D.0 -70.1 410.0 701-110.0 70.0 •110.0 IN FIGURES ABOVE APPLY ^' Cuelmn Ste 12517-14.576 +10.0 -110.0 70.0-110.0 70.0-110.0 -TO.D-1110 Cu9gm 914 12.517-145 7 9 •70.0-11D.0 70.0-110.0 - .0 410.9 •70.0-ita.D •70.0-110.0 •70.0-110.0 •70.0-110.0 •70.0-170.0 TO ALL CONFIGURATIONS) Shades) 11.377-12518 470.0-110.0 +70.0-170.0 70.0 410.0 +70.0 •11x0 9hodem 11.377-12.515 -70.0-110.0 70.0-110.0 70.0-110.D 70.D-110.0 -7110-710.0 -70.0 Ala(l -70.0-110.0 70.0-110.0 Talent 34517-41.644 +7010 .110.0 +70.0 •110.0 +70.0-110.0 +70.0 410A T.E.1 36.517-41.844 -70.0-110.0 •70.0-110.0 70.0-110.0 70.0-11x.0 .70.0-110.0 •70.0-110.0 •70.0-110.0 •70.0-105.7 0 SI4 C fine 31.517.36.516 •M.0 410.0 +MX•110.0 -70.0-110.0 +70.D•110.0 Stu=IdCobage 31.517-36.516 •70.0•710.0 70.0 -110.0 70.0•110.0 •70.0-110.0 +70.0-110.0-70.0 410.D -70.0-108.5 •70.0-103.0 RpW4tle 211517-31.510 .7o.0-110.0 +T01•110.0 +70.0•110.0 +70.0 410.0 Ewu fte 28.517.MAU -7D.0-170.0 +]0.0•110.0 •7010-110.0 70.0-710.0 .70.0-110.0 70.0-110.0 -70.01-107.9 •70.0-1024 SMM,.d P./.w 23.517-20.516 +70.0•112.0 -70.0,410.0 7D.0-110.0 .70.0 -110.0 standard FWAew 23.517.26516 70.0•110.0 70.D-110.0 •70.0•110.0 70.0-110.0 •10.0-111.0 -70.0-110.0 70.0•110.0 •70.0-705.2 02 Custom Stle 23.517-23.510 +70.0 410.0 +70.0-110.0 +70.0-110.0 .70.0-11D.0 92 ML10 SIL. 20.517-23.510 +70.0•110.0 •70.0-110.0 •70.0-110.0 70.0-110.0 +710-110.0 70.0-710.0 •70.0-170.0 •70.0 -107.0 Custom rho 17.517-20.516 70.0-110.0 470.0•1100 +70.0-110.0 +70.0-110.0 Cu9gm 91te 77.517-20516 -70.0 AMD •70.0 -110.0 •70.0-110.D -70.0-110.0 •70.0-170.0 700-110.0 •7010-110.0 .70.0-108.6 Cuctam 5010 1.0517'•1].510 .7010 •110.0 +7(1.0 -110.0 +70.0-110.0 4100•11!10 cudom 6to 14.517-17.616 70.0-110.0 •70.0 •110.0 •70.0-710.0 •70.0-106.0 •700 -1026 +70.0-100.5 •70.0-100.5 •70.0-700.5 c.0m St. 13.017.14.516 .7010•110.0 70.0 •110.0 +70.0•110.0 170.0•170.0 cumgm ste 13.017-74.576 .70.0-710.0 70.0•110.0 -70.0-100.2 •70.0-100.7 +70.0 97.1 170.0 94.4 -70.0 9410 •70.0 94.4 SM .t 11.804-13.010 +70.0•1113.0 -70.0 •110.0 +70.0-110.0 -7010•112 MOM 11.864-13.010 -70.0-110.0 •70.0•110.0 •70.0-71326 -70.0 97.0 -70.0 93.3 •70.0 90.1 •70.0 90.0 -70.0 90.0 TOM 39.517.41.044 •70.0 -110.0 -70.0-110.0 -70.0•110.0 •10.0 •t1Q0 Tap-1 38.517.41.644 •70.0-110.0 •70.0-110.0 -70.0 AIMG 70.0-110.0 •70.0-110.0 •70.13-11OX •70.0-101.5 •70.0 98.0 cmtom sue 33617-39.516 +70.0 .110.0 70.0 •110.0 .70.0•170.0 -70.0 -110.0 Cu9om Ste 38.517-39.516 -70.0-110.0 •70.0-110.0 70.0-110.0 -70.0-110.0 70.0-110.0 •70.0-110.0 -7D.D-101.7 +70.0 98.3 ---- ---- - - -- Equot4lle 35517.36.578 70.0•110.0 +70.0•110.0 +70.0•170.0 *70.0 •110.0 EquVlte 35.517-38.516 70.0•110.0 •70.0•110.0 -70.0-110.0 70.0•170.0 +70.0-110.0 .70.01-110.0 70.0-100.4 70.0 95.1 75 custom Slte 32617-3.`1.515 -70.0-1t0.D -70.0 •110.0 +70.0•110.0 -710-170.0 75 Ndam6t. 32.517-35518 70.0-110.0 •70.0 •110.0 70.0 410.0 70.0-110.0 •70.0•110.0 •70.13•110.0 70.0-100.7 70.0 952 SUMatdRw• 29.517-31616 N0.0•170.0 +70.0 -770.0 -70.0-110.0 70.0 •11x0 9taMatd PrMow 29.517-32.516 70.0-119.0 0110•112.0 •71.0-110.0 Na0-110.0 70.0-110.0 •70.0•109.6 N0.0-101.8 70.0 96.1 Gmtam Site 29.517.29.510 -70.0-110.0 +7aX .110.0 70.0-110.0 70.0 -110+0 Ot9om8te 26.517-29.916 -70.0 41D.0 70.0-110.0 70.0-107.9 -70.0-102.4 -70.0 99.9 70.0 90.{ •70.0 99.4 •70.0 96.4 sh0de9 25.516-28.518 470.0 .11D.0 +70.0-110.0 .7D.0-170.0 -70.01-110.0 sholtal 25.519-28.510 -70.0-110.0 70,0 -110,0 70.0-104.6 •70.0 90.1 70.0 -85.4 713.0 924 70.0 926 •70.0 921 ET.nile 31 L1. -70.01-110..1.7010-11110 +70.0•170.0 70.0 -110,0 Eq.a411. 30.517-41.644 •70.0-770.0 •70.0-111.0 470.0-110.0 N0.0-tm10 •70.0 -110.0 013.0 n9e.e wa.o 9e.7 •70.1 91.1 GLASS TYPES 9 THROUGH 84 Cu.lem Sue 35517.39.610 -70.0-1101 +70.0 •110.0 +70.0-110.0 *70.0 -110.0 04 Cudoln 9te 35.517.38.516 •70.0-070.0 -70.0-170.0 -70.0-107.9 +70.0-1024 70.0 99.9 -70.0 90.4 •70.0 98.4 +70.0 91.8 16 MAY NOT BE USED WITH Sgded ProAew 3a618•atS10 -7040•710.0 +70.0 •710.0+70.0-110.0 +70.0 •1100 9IBn0ard PfW.w 33.916-35516 -70.0-110.0 70.0 412.0 470.0-toes •70.0 97.0 •70.0 93.3 •70.13 gat 70.0 9a.0 •70.0 90.0 J-CHANNEL OR INTEGRAL PRODUCT REVISED 81.70 Tent •••41044 +70.0-110.0 -70.0 •110.0 70.0 11111+7M -1113 81.70 Ta0e51 •••61.644 +70.1-112.0 +70.0-110.0 Na0-1026 •70.0 9].13 70.0 93.3 1-70.01 90.1 70.0 90.0 70.0 91.0 15 FIN FRAMES swmplyics 0.'$h 61.Fla7fdm SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. SEE TABLE 11.SHEET 10 FOR ANCHOR GROUP AND QUANTITY. Hm161°eId "MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 "MIN.SASH HEIGHT=WINDOW BUCK HEIGHT•50.136 ActxPtanmido 17 -D $:rllimtian 7 / R.NDat.e(on: � z LY `.'t •''1,10ENSF'•g�((�i N1y.'mni ade Product CGn -I . No.58705 NOTES: _ *' ® D]vIm Bis Dteeripfign: 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED '•• �7 .ir= 1070 TECHNOLOGY DRIVE DESIGN PRESSURE TABLES J ROSOWSI'C( THROUGH THE FRAME. ion'.. S7A E OF I` ' N.VENICE,FL 34275 71t1e: Dat.: 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PERTHE FIGURE. ii CL''•.,!c(0R1OP,.-' ���� (941}400.1800 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN /Sj/fOf���1A1)-1�NG`\\ s emtr'iRlEs,wG• S.rfea/Afode7: ScvI... - sheet: Dmr4np No. Rer. _ ON THE TABLE. A.LYNtI MILLER P.E. ALL Wolffsf>E56iVED SH-5500 NTS 7 OF 13 MD-SH5500-01 03 P.E. 58705 CERT.OF AUTH.1129296 m Om m m a m pmt u. B g +¢m �o m x D 2 m mO O N5m0 p g dg p�- q� 99 R ti o m c m N .�PEAAS y a ga`�'en$ F' °Fr ,Ra 'r 6'pg#a Q�+ m e 'y�' 'z ^'b �' a :tpjf y3�y m.N� NT 2 S 3 II� I s n u : e 3. a t o M :6 v 3 m 3 5. '8 1 s!W P. s zo P88Dt fd lA�tI$ e��n� a + +p���P�� w o m z A Oo =m��vvvHv4v$vv :�yvvv�v ��v'»� �-� 3�`, v� � v m c 2 O m N ht'9R;k3plwN'14F5%Di '�A'�kt^t,t�21 I36'I3�µ:y�27"q.a`� o a = �Z -mea agm ®a asmmm mwm�am = �' m � m�mNa N C, 0 w mO I•N n I m m. N w »N AdweMP If V7 y N♦w w M N N»w @Apr MR n i m m xis' a C m m Reafg A 2m a - Ab—UR N � GS GT m w 3• @dwMR �$ ( O as Z.. Meadg N y> AtWeNR N MR N r m b O �g R .� m �N N a N At-51R y O y� OT > w 2 1 N @Aa/MR N 0 = z mN NNN NNN tag sg »N+ w » At—MR GI a N N N N N N @Apr MR c f F4 0 N »N N {peIItl 2 >r.a u»w + Akre MR ' ' m p r BAwr YR N r > It - 1111 �y = NNN AOWeMR@d-UR N N N + ACaem N @dWfMR g C m s NBeteMMR ti fill, i :ammWATSroU�(ii�iy�J„.Rwy���\a iin A.$�Zd�����'�•J•r r�(x;I`�'yr}�4 O�_•ImQ/1'�trtZ!�^✓�n��r't�' �!tYZO2ZO?SSrtS�l y.s,,;�j�t5•4,�'�e•�\®f"ft"1j�v�/�•`/.i •O_�.� -Gi'�,a"•• w wA w w us;.N NNNN v w N Nw N Nw NNN NNN N NN NNN AAeB@0.B@kNeEHkdiWiHt.OYpMpMNakwN-mv4err.OeadarMNRNMMNMEM1el1lRRRBegRRaRRReRco N N N rt> :OD Z: aaAkeMR 17) N N Rd.MR rrr p $47 N.=COWA WC3 D + Ap . Z .d-M"R � w AOMR v N N N N N N N N AEWOm w w 4R . N ................... dWl .� 'I d C . NN N NNN Heng $ � a w + A"rMR � til Z NNN BtlWINR m NNN WX. g �lmR (J} \ BHpr MR i� � NNN N N IICaEp $ eo w O m W > b S Fr -•SCJ Qa O ZI a�G m n a' a -fc] F9e. � O7 x cgp :.ao®o��o®oaf . a��DCD©©©©Qaoc©©©DDD©D©QD44CDQDQ4QpDDDD4mQ©Qmpa©ppp��� •aDDnmDDDDnODDDDDDmDafl44Dm4mDflQDDmDDDDDmDDDflDDDDmmmD� . - •pQCCp�q�Cnp��A�Ap�O��CCCp�ppp�pppCnpppQppnpppnp�pnpm- _ ooaDaaD©QD©aaQa©DDDa©©©DDmDo©DDDm©amD©©m©o©©©oa©odor •aDDDDDDDDOD44QmQDDDD4QmD4mDD4QmDmDDDflDDDDQ4DmDQ©4Q4° �- �DpnpDC04ppDDppOppp��ODpCnpppppppppQp0pp4ggnpp4QppppC . - COaDaCD©©DDODCD©©D©DDDDODDDOflDDDDDd©DDDDDd©©D00DCCD�-. DDD�mDDDDDDD©QDmDDDQ©©DDflDDDDDDQpQDDflQ4DDDflQDDDDDDD�B. DDDDDDDDDDDDDDDDDDDDflDDD©DD©DDDDDDD©©DDD©©flDD©©DDDDm- .DD©DadDDDD©0fl©©DDD©©©©�1D©©©©©DflD©©D©DDD©©©mDmD©©©D©��:. •.aaaQao©©DmDC�aDDDDDDfl©DmD44C©DQD4Qp©DQ4DDnDDQpQ4Cnp�p� aDDDDDDDDCa4DQDQDDDDflQ4QflDDDflQflDDDDD4DDDDQ4QDDDDDQD� . DDD©DDDDDDDDflDDDDDDDflDDDflDDDDDDDDDDDDDDDDDflDDD©DDDDm - oadadaDDQQDaQa©DDD©�7DDmDma000DDQdDDDDD©rn©nDD©QQQdnda� :. aDDamDDDDCDD44D4DDDnflQDDDDDDflDflQDDDflmDDDDDflDQDD4DDD��- D4DQDDD4DQDDDDDDD44DflQDQ44DDDDD4DDDDmDDDD©DD©DDD4D4m = oDODI7DmD©©©OCC�DDDD©DD©Dmmmn©DmDD©n©m44Q©0©mmpQ©CQQCQ�� OmDCDDDDDODDDDDDDDmCflDDDDmDDflDflDDDDDDDD©mDflDDDmDDDDI�° 4Dm44mQQfl4DDDmDQ44mQ©QQQ44QQ©Q4QmQQDDQQmD©40004D4QD�� CI�IIQQCd©QQQCQCQQQDQQ�IQDQQ4QE1©©©QQQQdDQQQQQQQQQQ4ddp��� DDDDDDDDDaDDD©DDDDDDflDDDDDDD©DDDDDDDDDDDDDDDDDDDD©©�- - . � p0���appCDCO�DCCDnC�CO_p�DppnCQ�ppppaQn�lpppDDpCnppgpm .: - DODDCD©DDDDaDCDmmDpDmDmDDDDnDDDDDDnDDDDDmDDDDOnmpnd�� 0000ccopoQ0000epooc000000°ac00000p0000n°cco°coocoe°p°poom� CDD©aaDDmD©O��DDDDQ DDQDDDDa©D©D©DODO©©©©�DDD��DC���-. ocCDeC©©mDODaomD©©DDmDDD©I�DdDDDD©©odDDDQ©o©D©0o©ooc�. .•- aDDCmDDDDDC4DDDQmQ4DmQDQflQDDflDDQDDDDflDDDDQDDmDD44Q4�i0� DDDQDdDDDQDDDDDDDD4dflDDDD4DD©QDDflDDEIDDDDDDDDDDDDDDDm = aDaDaaDmQDDaanDDmDDDmDDmm4DnDDmDDDnDDDQmDnflDDDnDpnp�_ _ • � DQDCDQDDDDDDDQmQDDDD4Q4Q4DDD4Q4QDDD4©QDDDDflD4QQ4DQ4��� . - � _ DDD©flD©©©D�D�DD©©©©DDDDDDDD©©©©DflDDDDDDDD©DDD©DflDDDm _ • . , .. DDDDDD©DDDDCaDDD©dD©dDQDD4D0aDDDDDpDDDDdDnDD©DpDpnp�. _ CDCQmQQDCQD44DDQQ©DQ444QD4DDDQ4QmQ©©4DQ4mmQ©Q4Q 44Q©©��� DDDDDDDDDDDDflDDDDDDDDDDDflDDDDDDDDDI�DDDDDDDflDDD�DDDD�- . DOD©ddDDDDDDDn©©DdDDpDC©©©©d©DD©©©0©mDDd©Q©©©dpDpCp aaanmmDOaaamDDDmDDCDflDmDDmmnDDflDDDCDDDDDmDflDflDDflDQD�B DDDQDQDDD4DDDDDDDDQD©Q4D44mQflQ4DmQ4flDQQm4Q4QDQQmDD4m: - - DDD©D1�7©©QpllaCdd©QmQ4Q©Qd4©adQDQ67QpD©QQC�L'l�l4QQpd4lhpp • - � ODDQmmDDmDD4mQDQDQDQDQDQDDDDDD4QpQD©DQ4mDD4Q4QQ44D4L>�' - _ . : _ t e0000veaoonp00000aool9aonpnoa0000a�000aoQooaoe000000 _ DDpDaOD©DDDaaDmDDD�3D©DDDmQ40m©©©mDpDm©©©©0©QmOaDp�p�� Y`, �J aDDCDmmDDC4DDDDmmDDaDDDDmDDDDDDDDDD4m4DDDDflmmDD4DDm�'� 1 Opp�pa�����AC��ppppQ�OmpaDappCpppO�CCCOppppO��naO�pm - a� - DDaQaa©©©DDaDDDDDDmDm©DDmDDDDDDDDDCmmDDdDnflDmnnflpn0��� DDDCDDDDDaaDDDDDmDmDflDDDDmDDflDDDmDDDDDDDDDflDDDDDflDfl� - DDD©D©©©4QDDDQDmD©©4flQDQQm4DflDfl� ©©D4DmDDD©©D©©©mDD® . ; .' aDaddDD©©ElDDDDDD©DDIl4DDDDDDEIDD©DIS©D©DDDL�©a©D©DDDdDpC�1. .. . - DDDQmDDDmCD©4QmQDDmD©QmQD4mQ©mmQDDD4m4DQDQDQDQD4DQD�8� ©©©©DQD4fl©©©©©©©©D©©©QD©©4D©4D©©mQDDDD©Q©©4©DODO©D©moi_ : o©©c©©©©©oo©©©©©o©©°aa©©©4©©©D©©©©©©©©© � QDDQDDDDDDDDDDDDDDDDflDDDDDDDDDDDDDDDDDDDDQDDQDDDDDD■�- CE OD000CDDDDDD40mDDDmD©DDDDDDQDDDmDDnDQDm4mnmDQnnDpnd�. .. aDDDmDDDmDODDDDDDDmO©DDDDQDDD4DDDDDDDDDDDDDDDDDDD©D��� DDDmDDDDDDDflflDDDDDm©©©©4m4D4D©DDDDDDDD©©©DD©DDDDD©D�G�._ COdDaCDmmDDOCDDD4pDQd©�3©D15DDdDDDpD©©pD©DD4D0©Dmp©nDpnp�. ,', TABLE 11: ' Aneh07Qaantek6 R6q."d io7 A4<pDICt4nP8 Mcpm Clwp C AnD4of C ed "7M..Ub•Ftente"tnatiRnllon N•Woe 3r wm Ww6t9 4VWift 4S•YA4e 52-tt6•W STriMn N•Yaan 32'Yaae 9E'NMfe 4V W, +6•Wm 52.1/V Md. 69•tYiaa N'Me 3r wlae 36•td4m -Wed +e w� dz-v6•wue Sr was GLASS TYPES 9 THROUGH .Ana J1m0 .be14 3enp 3a6p Jmnb Jmnp 3em4 As4b Afib Jwnp 3an9 lanD Jmob .hmb I4mb ilnb 34•nD Jemp Jenb 3tm0 16 MAY NOT BE USED WITH GIgmT(Pm Balam assn _ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ? .� g e i f f f °E d-CHANNEL OR INTEGRAL ¢-te ase lode a+/thin sacs nepn a >: x E s a `£ s fg� f m tg 3: s E 3; s f s `F a 31 x i s Reiei Letrot Iieege¢2lwtaex rtanaem> fp 23 # E L @R @a S 3 9 Y' 3 ¢FK }3e, $p +$� i i k 35 �)$ L p$ 3 s ®FIN FRAMES R] Hth3M 64mTC t4 Q a m 2 i m m d m d < m m < d m m •`L Q 3 Y m 23.6 EgmNlte 11.3:+ -Fr-2 1 1 1212 t 2 2 t 2 2 f 2 2 t 2 2 f 2 2 1 2 t 1 2 1 1 2 2 t 2 2 t 2 2 1 2 3 1 1212 t 2 1 1 2 2 1 3 2 7 2 3 f 2 2 7 2 2 1 1 1 St.dedccdup. 74.677-16870 1 2 1 1 Z 1 1 2 2 1 2 2 1 2 2 1 2 2 1 3 2 1 2 t 1 2 2 / Z 2 t Z 2 1 3 2 t J S t 3 2 S R 1 t 2 1 1 1212 I 2 2 1 2 2 t 2 2 1 2 2 20 EgwJiro 11.643.14.616 1 Z 1 1 1 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 1 2 1 1 2 2 1 2 2 1 2 2 2 2 2 2 3 ] 2 3 2 f 2 f 1 2 2 t 2 2 } I 2 1 2 1 1 2 2 1 2 2 S1m1anNP Aew Ii.3T7-M11.6R 2 2 1 2 2 2 2 2 2 2 2 Z 2 2 2 2 2 2 2 2 2 2 2 1 2 2 ? 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 3 2 2 2 Z ] 2 2 2 2 2 2 2 2 Tops 23617-26206 1 2 1 1 2 2 1 3 2 t 3 2 1 3 2 1 4 2 t + 2 1 2 1 1 J 2 I 3 3 1 3 Z 1 d 2 1 A 2 7 4 2 f Z t 1 2 TI 2 2 1 2 2 1 J 2 1 ] 3 1 3slwddC01llgn X968.23616 1 2 1 1 2 2 f 2 2 1 3 2 1 3 2 2 3 2 2 3 2 1 2 1 i 2 2 i 3 Z 1 3 Z 2 b 2 2 4 2 1 4 2 1 2 1 1 2 2 3 1 2 2 1 3 2 7 J 2 1 7 2 37.336 EgWA1e 17.317.20.967 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 X 3 2 2 2 1 2 2 2 2 3 2 2 2 2 3 2 2 3 3 2 3 J 2 2 1 22 2 2 2 2 2 2 2 2 3 2 2 3 2 Plcw 14.317-17.615 2 2 f 2 2 2 2 2 2 2 2 2 2 2 2 2 3 J 2 3 3 2 I 1 2 2 2 2 2 2 2 2 2 2 3 3 2 3 3 2 3 3 2 2 i ] 2 2 2 2 2 2 2 2 2 _f++2 2 2 2 sw.1 it38.14610 2 2 1 2 2 2 1 2 Z 2 2 2 2 2 2 2 2 3 2 2 3 2 2 t 2 2 2 2 2 2 2 2 2 2 2 3 3 2 J 2 2 3 2 2 i 1 2 2 ? 2 2 2 1 2 ] ] Z 2 TdW 04M-31.9il 1 3 t 1 3 2 1 3 2 1 3 2 1 4 2 1 1 2 1 4 2 7 3 1 1 3 2 1 4 2 1 4 2 1 1 2 1 ♦ 2 t 1 2 7 3 f 1 3 2 / 3 ] t 3 2 1 3 2 t J 2 1 3 2 - D»tan62o X577.27.681 2 J 1 2 3 2 2 3 2 1 3 2 2 4 2 2 4 2 2 4 2 2 J 1 2 3 2 2 3 2 ] 1 2 2 1 2 2 { 2 2 4 2 2 3 1 2 3 2 2 J 2 2 3 2 2 3 2 2 312 2 3 1 616 ,d cq M 236t7-26.516 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 4 2 Z 4 2 2 3 1 2 J 2 2 J 3 2 3 2 2 4 2 2 1 3 2 4 3 2 J 1 2 3 2 2 3 2 2 3 3 2 3 2 2 3 2 2 J 2 4A Eq'Y-'WIS 3.617.23.616 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 3 2 b 3 2 Z 1 2 3 2 2 3 2 2 3 2 2 3 3 2 4 3 2 4 3 2 3 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 - SIeM¢gPm.!ex 17677.3.418 2 2 1 2 2 2 2 2 2 2 2 2 2 3 3 2 3 3 2 3 3 2 2 / 2 2 2 2 3 2 2 1 2 2 1 3 a 3 3 J 1 3 2 2 1 2 2 2 2 2 2 2 2 2. R 2 2 2 ] 2 2 3 _L Cn11¢n a" 14.517-Mfi16 3 2 1 3 2 2 3 2 2 '3 2 2 3 2 3 3 3 3 J 3 3 3 2 1 3 2 2 3 2 2 J 2 2 3 3 3 3 3 3 3 3 3 3 2 i J 2 2 3 2 1 3 Z 2 3 Z 2 3 2 2 3 Z 3 B6gdest 11.377.14.615 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 1 J 2 2 3 2 2 3 2 2 3 2 3 3 2 3 a 2 3 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 Z 3 J 2 J VIV Tdidt 31.663.35.911 1 3 1 t J 2 1 3 2 1 4 2 7 4 2 1 4 2 1 4 2 1 a 1 1 4 2 1 4 2 1 4 2 1 5 2 1 5 2 1 8 2 1 3 1 1 3 2 f 3 2 t 3 2 1 3 2 1 3 2 t 3 2 6tmdaaC01ma X48.31.682 2 3 1 2 3 2 2 3 2 2 3 2 2 4 2 2 4 2 2 1 2 2 3 1 2 3 2 2 3 2 2 4 2 2 4 2 2 6 3 2 6 3 2 J 1 24 2 2 3 2 2 3 2 2 3 2 2 4 2 2 4 2 Eq�Npe M6t7.M6t6 2 3 1 2 3 2 2 3 2 2 3 2 2 J 3 2 4 3 2 t 3 2 3 1 2 3 2 2 ] 2 2 3 Z 3 7-3 3 4 3 ] / J 2 J 1 2 3 X 2 3 2 2 3 2 2 3 2 2 1 2 2 3 2 q0 6tIM1N Pm:!M /7.48.3.3/8 3 Z 1 3 2 2 3 2 2 3 2 1 1 3 3 b 3 3 3 3 3 1 2 i 7 2 2 3 2 Z J 3 2 3 3 J 3 3 3 J 3 ] J 2 1 J Z 2 3 2 ] J 2 2 3 1 2 J 3 Z J J 3 M.lan Sne 14.617.11-116 3 1 t ] 2 2 3 2 2 3 2 2 3 2 3 3 3 3 3 a 3 3 2 1 3 2 2 3 2 2 3 2 2 3 3 3 3 3 3 3 3 4 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 ontlm 9115 12517.74.616 3 2 1 J 2 ] 1 2 2 J 2 2 3 2 3 3 2 3 3 2 3 J 2 S J 2 2 3 2 2 a 2 2 3 2 3 d 3 4 + 3 4 3 2 1 3 Z 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 b 64atml 11.1//.12616 3 Z f 3 Z 2 1 2 2 3 1 2 3 2 3 1 Z 3 3 2 3 3 2 1 3 2 2 3 2 Z 3 2 3 3 2 I A 2 A 4 2 4 1 2 2 3 2 1 3 2 2 3 1 1 3 2 ? 3 2 3 3 2 3 Tfaat 3330.173:8 7 3 7 1 3 2 i 1 2 1 4 2 1 4 2 1 A 2 1 ♦ 2 1 3 1 1 d 2 1 A 2 1 A 2 / 6 2 1 6 2 t 6 2 1 J / 7 3 2 7 3 2 7 3 2 f 3 2 1 1 2 7 i 2 Sig16¢6 D im" 166t7.33.26T Z 3 1 2 3 2 2 3 2 2 4 2 2 1 1 2 4 3 2 6 7 2 3 1 2 3 2 1 1 Z 2 4 2 2 5 3 2 5 0 2 6 3 R J 1 2 3 2 3 J 3 x J 2 2 J S 2 4 2 2 4 2 Y EgiN{9e 23617.28.515 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 4 b 2 4 3 2 1 t 2 3 2 2 3 2 2 3 Z 2 4 3 3 A 3 3 i 3 2 J 1 2 3 2 2 3 2 2 3 2 2 J 2 2 3 2 2 3 2 �i 44.613 016t¢n We M6f7.23St6 3 2 / 3 2 2 3 2 2 3 3 2 3 3 J 3 3 3 3 3 3 3 2 1 3 2 2 3 3 2 3 3 2 3 3 3 3 4 3 3 { J ] 2 1 J Z 2 3 Z 2 3 2 2 J J 2 b J 1 J ] ] tf BferMeS RmIM 17.617.3.616 3 2 f 3 2 2 3 2 2 3 2 2 3 3 3 3 1 3 3 3 3 1 2 1 3 2 2 3 2 2 3 3 2 3 3 3 3 3 3 3 3 4 3 2 1 3 2 Z 5 1 2 J 2 2 3 1 1 3 3 3 J 3 1 tLsta!n SII4 14517.17.516 3 2 1 3 2 2 3 2 2 3 2 2 1 2 ] 3 3 3 3 3 b 3 2 1 3 2 2 3 2 2 3 2 2 J 3 2 4 3 4 1 3 { 3 2 1 3 2 2 a 2 2 3 2 2 3 1 2 3 2 3 3 2 J wd.B¢0 1268.11.516 3 2 I 3 2 2 3 2 2 3 2 I 3 2 J 3 2 3 3 2 1 3 Z I J 3 2 3 2 3 J 2 3 1 2 3 4 3 ! 4 D 4 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 3 2 J S.A. 11.38.12616 3 2 1 b 2 2 3 2 2 3 2 2 3 2 J 3 2 3 4 2 3 3 2 1 3 2 2 3 2 1 3 2 3 4 2 3 4 2 A + 2 4 $ 2 1 3 X 2 3 2 2 3 2 3 J 3 2 3 2 1 3 2 3 itl!mt X617.41.044 2 4 1 2 1 2 2 i Z 2 4 Z 2 6 2 1 6 1 2 6 3 2 A 1 Z l 2 2 1 Z Z 5 2 2 6 J 3 6 3 2 6 3 2 i 1 2 4 2 2 4 2 2 4 2 2 4 Z 2 4 2 2 4 1 6tmama=dg9 31.617.36.516 b 3 1 3 3 2 b 3 2 3 4 2 3 4 3 3 6 3 3 5 3 3 3 1 3 4 2 3 1 2 3 4 2 3 5 3 3 6 3 3 5 3 3 3 1 3 3 2 3 3 2 J 3 2 3 1 2 3 1 1 3 1 2 Egmdltte MtlIT•J1.6f6 1 3 1 J 3 2 3 J 2 3 3 2 3 t 3 3 4 3 J 4 3 3 3 1 3 3 2 3 3 2 3 i 2 3 q 3 3 6 q 3 S t J 3 1 J42 5 3 1 3 d 2 J J Z 3 3 9 J ] J 6leldm3 PmAex 21617.28.516 3 3 1 3 3 2 3 3 2 3 3 2 3 3 3 E 4 J 3 4 3 3 3 1 3 3 2 3 3 2 3 3 3 A 4 3 4 4 4 4 t 4 3 3 i G2 Illetvn Slm 3.617.23.516 J 2 t a 2 2 3 2 2 J J 2 { J 3 A J 3 4 3 J 3 2 1 J 2 2 3 3 2 4 3 3 4 3 3 4 4 4 4 4 4 b 2 1 c.1-8120 8.617.20.516 3 2 1 3 3 2 3 2 2 3 2 2 4 3 ] 4 3 3 A J 4 3 2 1 3 2 2 4 2 2 4 3 3 1 3 3 6 3 4 6 3 4 3 2 1 3 2 2 3 1 Z 3 2 3 36@5 14A17.17.616 i 2 1 4 2 2 4 2 1 4 2 2 4 2 3 4 1 3 4 J 3 ♦ 2 1 42 2 4 2 2 4 2 2 1 3 3 5 3 4 5 3 4 t 2 / 4 22 4 X 1 t 2 2a t7•f43i8 4 2 1 4 2 2 4 2 2 4 2 1 4 2 S 4 2 3 4 Z 3 4 2 1 t Z 2 4 2 2 4 2 2 4 2 3 4 2 3 5 2 4 4 2 1 4 2 2 4 2 2 1 2 2 2 3 ♦ 2 3 Stm.t 1t.004.13016 4 2 1 4 2 2 4 2 2 A 2 2 1 2 J 4 2 3 4 Z 3 4 2 1 4 2 2 1 2 3 4 2 2 A 2 3 4 2 3 6 2 4 A 2 1 4 Z 3 4 1 2 1 2 2 4 X 2 d 2 J TdIde 39,617.41.6♦4 3 4 1 3 4 2 3 4 2 3 4 2 3 5 3 3 3 3 3 5 3 3 4 1 3 4 2 3 4 2 3 6 2 3 6 3 3 6 3 a 6 3 3all.Bud 33,08.39.616 3 4 1 3 4 3 1 4 2 3 4 2 3 5 3 J 6 3 3 6 3 1 A 1 J 4 2 3 4 2 3 8 3 3 6 3 3 5 3 3 3 3 1 4 / 3 4 2 3 1 1 3 { 2 3 4 2 Egvnl-014 J668.30.618 3 3 1 3 3 2 9 4 2 3 4 2 1 0 J J 6 3 1 6 J 1 J 1 3 • 2 3- 1 2 3 6 3 4 6 3 A 8 3 4 5 3 3 3 t J 3 2 3 3 2 3 3 2 3 i 2 3 4 3 3 t b -76 LyII¢n 612n 3208.33418 J 3 1 3 3 2 3 J 2 3 4 2 4 4 3 4 4 3 3 4 3 3 3 1 3 3 2 3 4 2 4 4 3 1 3 J 4 6 4 4 6 4 3 3 1 3 3 2 ] 3 2 3 3 3 3 4 3 3 4 3 3 4 3 6kmdma PrmtO 25317.32616 3 3 1 3 1 2 3 3 2 i 3 2 A 1 3 4 4 3 A / 3 3 J 1 J 3 2 q A 3 4 4 3 4 6 3 { 6 1 4 5 4 3 3 1 1 3 2 3 3 2 3 3 2 3 J 3 1 J 3 ] J 5 t]mi¢n 5124 2&317.2&613 1 3 1 1 3 2 4 3 2 F 3 2 4 3 1 1 4 ] 4 S 3 4 3 7 t ] Z 4 3 3 4 d 2 1 4 3 3 A A fi t 4 4 J 1 t J 2 4 3 2 1 3 2 t J 2 4 1 J { 3 3 Simmot 26.616-26616 + 3 1 4 3 2 4 3 2 i 3 2 4 3 3 4 3 3 4 3 3 4 3 1 4 3 2 4 3 2 1 3 2 { 3 J 4 4 3 6 1 4 4 3 1 4 3 2 A 3 Z 4 J 2 t 3 Z / 3 3 / ] J EWNIltO 34517-41.6N 7 4 / 3 4 2 3 4 2 4 4 2 1 6 3 4 6 3 A 6 3 J 4 1 3 1 2 4 4 Z 1 6 1 4 8 3 4 3 3 A 5 3 3 t 7 3 { Z 3 d 2 3 4 2 3 4 J 3 4 3 J 4 3 84 Cm1m181E3 30.617.35615 4 3 7 t J 2 { ] 2 1 ♦ 2 A 4 J 4 8 J 4 1 3 4 J 1 t A 2 d 4 2 d' A 2 4 5 3 6 6 4 t 0 A 1 7 t 4 3 2 4 3 2 i b 2 9 3 1 i 4 3 i 4 3 S1mam4 PmAew 31018-35.616 1 3 7 4 2 2 4 3 2 4 3 2 4 d 3 4 1 3 1 4 3 4 J } 4 J 2 4 } 2 4 4 2 4 A 3 4 4 1 5 6 4 4 3 M1 1 3 2 A 3 2 1 3 2 A 3 2 4 3 1 4 3 3 87.70 TNiFI ^-41.6M t 9 f i 1 2 1 A 1 1 l 2 4 1 J 4 3 J 1 3 3 1 t 1 1 1 2 1 4 2 ♦ ♦ 7 ♦ 6 3 a S 3 5 5 f / 4 f 1 4 2 l 4 2 4 4 2 4 1 3 4 4 2 / l a PRODUCTREVISED cs anplyil13 x11!1 013 Fla^.';:..^ SEE TABLES 7&B,SHEET 7 FOR DESIGN PRESSURES WHEN USING THIS TABLE. Building Cade t+T •'MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50,136 ACcept ioa Ill 1 tTi IIIi2!// E>ryi73tinn 03te- > \� /,f RavlBlon: 2 .? \;' I,TCENSF''.�r Idi3n71 ads P3ncicrc:Cami'erC-� ® Diown tkdcrtptbn: - NOTES: '�••: &T. }.�- 1070 TECHNOLOGY DRIVE ANCHOR QUANTiTYTABt,E J ROSOWSKI ll/. N.VENICE,FL 34275 1)FRAME DIMENSIONS ARE BUCK."MR'a MEETING RAIL. ' ( •.:°<OR1DP.- G,t=` {981}460-1600 DI 0.5 S/p ' ti1a�' COP11uL11T020,7 SINGLE HUNG WINDOW INSTALLATION-LM 05!15/15 2}FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE, /// NAL..1111 Parttmu177roEg iNc. JIf 1111151 .PO Po0lfTeR7-IIW—KVM Sedad/Alodel: Seale: Sheet Dmxfng Na Aar. 3)REFER TO TABLES 2,SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. A.LYNN MILLER,P.E. SH-5500 NTS 10 OF 13 MD-SH5500-01 S P.E.#58705 CERT.OF RUTH.#29296 M 3SOp^ 3.5fl0' 3.500" 3.500" .062' -�•-�t-+- .062" -�i+-- .062" ' I - "- -�,---,�� 1.483' 1.483" ,--��I 1.483" 1.483• .070' --�r+- .0601.184" .070" .715" C= �I-.e- .150" .625" Q J.CHANNEL FRAME .625` FLANGE FRAME FIN FRAME n EQUAL LEG FRAME LIGHT SASH HD SASH ., 1.375" Q HEADiJAMB O HEADMAMB 1.375" H1ADlJAMB HEADIJAMB 23 REINFORCEMENT 5 REINFORCEMENT ° ----�"� 070" ..- i -1 1.182" 3.483" 3.483" _.-'.+ 3.4833.483" ---'�'j � T - .070" -��F-•+-- .062` -�I�-�+- .062" -�«�- '062" 1.036° 1.041• D I •-Ii osr ler (iT T .130' 2.444` U � 1.331" �-+•- --`� 1.340" 2.444" `(�f 2.444' ❑� Z444" I ----� STANDARD RAIL 27 REINFORCEMENT REINFORCEMENT ODD El it- -J�CHANN FRAME SILL s25* FLANGET LJ FRAME SILL 1.375" f 7 1 SILL FIN RAE L:,1 FRAME SELL 1.3It75" i ti./ 1. {-+-- 1.872" 1.641" I( I T -+-j 1.37s"1.215" 2.100• - 1.472" 1.565" 1.830" I 2.176° -- .065" a tl .065" 1.375" .974" .59 .471" �11(( - __ �_cc';`,'_�`� .590" -q .347„ .035" 1( ¢ r -355` 'yq����'.L070" .050" .070" .056' J FIXED ASH IL BALANCE .06SAS___H111STOP17 LIFT RAIL LIFT RAIL BEVELED BEVELED 14 MEETING RAL 16 SASH RAL 17 COVER 18 SCREW COVER 19 INTERLOCK 2U INTERLOCK COVER 21 INTERLOCK INTERLOCK COVER PRODUCT REVISED as o plyin8 with the Ftartda Bonding Code 1l%Ittlll11, Ac-PlanaoNa/7•D ?-CSI$ Ranson: LAp?retieo Data asa" .316" --{ .300• : 4�'' titcElvse'1ff�'; T1x rL/ .175" I .750• Sk'j N0.56705 �f *» .035° -.+.{+-.+-^ .02L" _'-'j..�_ �����..L_" © Descriptfan: Dmrn 8�^. LAMIIG EXTRUDE ROLLED `A ,� (V�» 1070 TECHNOLOGYDRNE WINDOW EXTRUSIONS J FtOSOWSK O72 BEADING 80 SCREEN FRAME 81 SCREEN FRAME rpm ATE F '• N.VENICE,FL 34275 (C '•.FLORIDP ���: e: Oota: S,f •..... �G`�, (941)aeo"tfioo SINGLE HUNG WINDOW INSTALLATION-LM 05/1511 nlVAL1E'ti�� �umtalw°s rttia NxRulittaflEeFA*rED Series/Afodel: is aea Sheat• GmMng No. Rer - A.LYNN MILLER,P.E. SH 6500 NTS 11 OF 13 MD-SH5500-01 P.E.#58705 CERT.OFAUTH.#29296 SILICONE HOT-MELT BUTYL'S TABLE 12: TABLE 12,CONT.: STRUCTURAL Bill of Material Bill of Material,contSILICONE STRUCTURAL 1/4"NOM. FOAM 3/16"NOM. # Part# Description Material # Part# Description Material POLYISOBUTYLENE WITH 1 620101 Single Hung Frame Head&Jambs-J-Channel PVC 45 720197 Auto ock Mechanism C Steel WITH DESICCANT DESICCANT 2 620102 Single Hung Frame Head&Jambs-Flange PVC 46 720198&9 Sweep Lock Cast Zinc EXT.GLASS F_xT.GLASS 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 720195&6 Auto Lock Cover Assembly Cast Zinc 4 620104 Single Hung Frame Head&Jambs-Equal Leg/Box PVC 48 76X118OPTX #6 x 1-1/8"Ph.FH SDS(Auto and Sweep Lock Screw) SS 5 620105 SH/DH Frame Sill-J-Channel PVC 49 720200 Auto and Sweep Lock Keeper Cast Zinc 6 620106 SWDH Frame SIII-Flange PVC 50 ?76X34PPA 46 x 3/4"PH.PH SDS(Keeper Screw) SS INT.GLASS INT.GLASS 7 620107 ISFUDH Frame Sill-Fin PVC 51 420181 UR Beveled Tilt Latch Comer Key PVC a 620108 ISHIDH Frame SIII-Equal Leg/Box PVC 52 420182 UR Pull Rail Tilt Latch Comer Key PVC 7s KODISPACE n SUPER 14 620131 Fixed Meeting Rail PVC 53 7634PHFL #6 x 3/4"Ph.FH SDS(Comer Key Screw) SS O 4SG TPS O SPACERS NXT" 16 620129 Sash Rall(Sides,Top&Bottom) PVC 54 420183 Tilt Latch PVC 17 620134 Balance Cover PVC 55 420184 Tilt Latch Retainer PVC 18 620133 Sash Stop/Screw Cover PVC 56 720207 1"Tilt Latch Spring SS ALUMINUM 19 620156 PUII Rail Interlock 6005T5 AI 57 420186 Plastic Tilt Latch Finger Pull PVC REINFORCEMENT POLYISO- NT FILL ARE/ 20 620144 Pull Rail Interlock Cover PVC 58 720192 Metal Tilt Latch Finger Pull Cast Zinc BUTYLENE5/16"NOM. 21 620157 Beveled Interlock 6005 T5 AI 59 420180 Pivot Bar Comer Key PVC 5116"NOM. SEAL22 620145 Beveled Interlock Cover PVC 60 720206 pivot Bar SS BUTYL& LICONE SEAL 23 620150 Light Sash Reinforcement 6063 T6 AI 63 720191 Sash Pull Handle Cast Zinc DESICCANT ROLL-FORMEIt 25 620152 HD Sash Reinforcement 6063 T6 AI 64 720194 Sash Pull Handle With Latch Assembly Cast ZincFOAMSTAINLESS STF�26 620153 Standard Meeting Rail Reinforcement 6005 T5 AI 65 7834FPT #8 x 3/4"Ph.FH SDS(Pull Handle Screw) SS EXT.GLASS 27 620154 HD Meeting Rail Reinforcement 6005 T5 AI 66 420186 Bottom Latch Strike Plate Cast ZinoEXT,GLASS 30 61644 Weatherstrip,.187"x.270"Fin Pile 67 ?78588 #8 x 5/8"Ph.FH SMS(Strike Plate Screw) SS 31 6Q300 Weatherstrip,.190"x.300"Foam Bulb Flex PVC •72 720135 Lami I.G.Bead PVC32 61719 Weatherstrip,.187"x.220"PolyPlle 74 Backbedding,GE 7700 or Dow 791 Silicone INT.GLASS .GLASS 33 61825 WeatherstriPlug,.220'Finseal 75 71646N Setting Block Ql8"x 1"x 1/8"),85+1-5 dura. EPDM R Ira f3578X1M-nT #8 x 1"Ph.PH SDS(Interlock Mounting Screw) 80 61012 Extruded Screen Frame Alum 7s DURASEAL@ 79 XL EDGE . THPX #8 x 3"Ph.PH SMS(Meeting Rail Screw) 410SS 81 61011 Roll-Formed Screen Frame AlumSPACER SPACER 9SP Meeting Rail Screw Support Plate 6053 T6 AI 82 7CKGLB21 Screen Comer Key for Extruded Frame X 4 PVC 210 Weep Hole Cover PVC 83 47042 Screen Comer Key with Pull Ring X 2 PVC OOM Constant Force Balance 84 47041 Screen Comer Key without Pull Ring X2 PVC #8 x 3/4"Ph.FH SMS(Con.Force Balance Screw) S85 7CASPM Tension Spring SS Spiral Balance 86 61816C48 Screen Cloth Fiberglass 205 Spir11 Balance Shoe Nylon 87 61635161614 .140"Screen Spline(Machine/Hand Roiled) Vinyl _- 44 78Xl l4FPAX#8 x 1-1/4"Ph.FH SMS(Spiral Balance Screw 410 SS Part# Description Material PRODUCT REVISED cs complying Milt the Fla-lib 76 Kommeriing 4SG TPS Spacer System Building Cd. 77 Quanex Super Spacer nXr with Hot Melt Butyl See this 1 I I r I r r "roc°CO I b 17-0630.05 Sheet for ` pt,V LYN/y � Re"°ran r 'LD20 78 Quanex Duraseal Spacer Materials `�a''�ICEN ��( �% M+:m r adv PrcuSuct 79 Cardinal XL Edge Spacer REFERENCE TEST REPORTS:FTL-8717,8968&8970 _¢ No.58705 -0 I © DeeeripUm Omwn eY: . -�O S7gTEp r �� 1070 TECHNOLOGY DRIVE BILL OF MATERIAL(BOM) J ROSOWSI<I T •. N.VENICE,FL 34275 �/ 7ilre: Date: �Sv '•c�OR1DA,.•'�_� (941)48o-160o SINGLE HUNG WINDOW INSTALLATION-LM 05/15/1f NOTES: ���7`,s7jONAL ENG��` Psrnwvsmn s'e'c 1)PVC BY ENERGI WINOOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. r!1 I I I 1111 e„Pj0jMREye.RVW Sertee/Modeh Scofe: Sheep Drawing No. ftar. 2)ITEMS#9-13,15.24,28,29.34.39.61,62.68-71,&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. CERT.OF Aunt.#29298A LYNN MILLER,P.E. SH-5500 NTS 12 OF 13 M D-SH5500-01 B P.E.#58705 i i OPT.SWEEP LOCK �^ 487 OPT,AUTO LOCK I I 78 � 47 \ i 20 57 OR 58 = R . Cay 51 OR 52 85 t 55 I ' 45 i i OPT.FULL RAIL 19 INTERLOCK 8 �• i 1 i t 22 82 OR COVER !� 56 _ 87 i OPT- i MITERED FRAME WITH `• 1 21 BEVELED INTERIOR AND EXTERIOR 18 i INTERLOCK~ FRAME WELDS i �0 4 &COVER 72 X4 � ~ 64 72 X4 16 53 �• SD ,' \\ 80 OR 81 ,o 44 14 _ ~� ` •" A�Ao ss.(0 ! SCREEN49 60 - - OPT.PULL HANDLE ASSEMBLY 64 LATCH d1 CONSTANT FORCE 40 j Wt`Q 65 16 DETAILS --•— i OR BALANCE ss 82 OR 63 40 Oft d3 J 42 43 SPIRAL-BALANCE LL HANDLE 63 87 76 MITERED FRAME WiT'H. SASH INTERIOR AND EXTERIOR - 37 ASSEMBLY FRAME WELDS 66 as DETAILS EXTERIOR •,t, l 59 •• �_ '• - - �' 9:0DUCT 2EVISC.D 5 �. A�ACHES TOS 53 f as mmplyhT erilh tIm Fthrda Sailding C.& FRAME -- - — - p 24 c2lrinnca NP 7-n ASSEMBLY ®' .�`�,�0�6YLYNN '•,�, RWsion: gfPnDk1: -_,-90 0 DETAILS LICENSE!Psj�`� nim aP Product r�P No.58705 � EXTERIOR -- ;. 7070 TECHNOLOGY DRIVE EXPLODED ASSEMBLY J FtOSOWSlC NOTES: ` ""-- a 13, TCI N.VENICE,FL 34275 ORION.' (941)480.1800 7ltle: DPM: 1)SOME PARTWOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. S' SINGLE FILJNG WINDOW INSTALLATION—LM 0511511 3)FOR REINFO2)J-CHANNEL RCEMENT TYPES,SEE DETAILS ON HEE SHOWN,PARTS#I&5.OTHER FTS g ES APPLY, ��/r��N+A�1Lt SX�1 ':�` PGT NUusrnteS,IN. SMufHPdel: SCPIa: ShceL• Drnn! Rer 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. A.LYNN MtLA.6R•P.E• ALL RIGRTS RESEW.,: S oder. NTS 13 O F 13 MD--q-H5500-01 E P,E#58705 CERT.OF AUTH.#29296