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Product Approval (3)
RECEIVED __ F DEC 10 2018 MIAMI-DADE ST. Lucie County, Permitting MI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE �ialfidade. ov/econom PGT Industries,Inc. 1070 Technology Drive I Lt: m U rw I North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,-the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Veloci 'cane Zone. DESCRIPTIO .Series"SH-5500"Pi C Single Hung Window—L.M.I. APPROVAL DO cawing No.MD-SHSS00-Ol titled"Single Hung Window Installation- LM", sheets 1 through 13 of 13,dated 05/15/15,with revision B dated 06/06/17,prepared by manufacturer, signed and sealed by Anthony Lynn Muller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#16-0714.03 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 17-0630.05 CMIAMWADECIUNTYMExpiration Date: July 30,2020 1 t��jl Approval Date: November 30,2017 r(( // 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. AM-SH5500-01. titled "Single Hung Window Installation- LM", sheets 1 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. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FSC, TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,Durasealo spacer system, Super Spacer®NXTTM spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0714.03) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7964, dated 11/15/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0519.05) 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7966,dated 08/21/14,signed and sealed by Idalmis Ortega,P.E. (Submitted under NDA No. 15-0519.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5a' Edition (2014), dated 05/15/15 and 08/29/17,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under NOA No. S- 9.05 MinuellrerezjP.E. Product ControkEx finer NOA No.17-0630.05 Expiration Date: July 30,2020 Approval Date: November 30,2017 E-1 i i i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED f i C. CALCULATIONS(coNTINuED) f 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). i E. MATERIAL CERTIFICATIONS(cowiNuED) 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 "SentryGlasO(Clear and White)Glass Interlayers"dated 06/25/15,expiring on j 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 08/10/17,.expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, 1 Inc. for their"Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16,expiring on 04/16/20. 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 09/15/16, expiring on 04/16/20. F F. STATEMENTS j 1. Statement letter of conformance, complying with FBC 5'h Edition(2014)and FBC 6tb 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. j 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, fsigned by Ishaq Chanda,P.E. (Submitted 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 h08/18/16 and icing on 07/30/20. I Man er P.E. Product Con rol miner j NOA No. -0630.05 Expiration Date: July 30,2020 Approval Date: November 30,Z017 E-2 I I i ANCHORAGE EXAMPLE FOR 28.1/8'MAX.O.C. 21$/8• �� ANCHORAGE EXA E DESIGN PRESSURE RATING IMPACT RATING FOR ARCH-TOP RAOIUSTOP 54'MAX.BUCK WIDTH MAX.O.C. HEADER(SIM.FOR VARIES PER REINFORCEMENT GE&SMALL MISSILE HEADER(SIM. 12'MAX.FROM 30. 12"MAX. / WINDOW TYPES) LEVEL,SEE SHEETS 6.7 PACT RESI*ANT FORALL FRAME SEAM S.SEE WINDOW TYPES) SHEET3 MAX. 'O.C. / �' 52-1/8'MAX.BUCK WIDTH 10'MAX.FROM SEE SHEETS 1-1/4' A,SEE / FRAME SEAM D.SEE 8&9 B,SEE 30'MAX O.C. 12.MAX SHEET3 FIXED VISIBLE 12'MAX. EET4 _ SHEET3 __ I LIGHT WIDTH _ -1- A SEE(' B,SEE 30'MAX.O.C.- --12'MAX C,SEE + SHEET 3 12'MAX. FIXED SHEET 3 HEET 4 i 1 / + EQUALLY / VISIBLE 17-7(8'MAX O.C. A SEE 12•MAX. /. EQUALLY 17-71W MAX.O.C. SPACEDANCHORS PER I SHE 3 HEIGHT EQUALLY SPACED / �_ TABLES 9.11 �- I / 17-7/8'MAX O.C. I / ANCHORS PER / 91.78' SPACED / TABLES 311 MAX. AN PER O I �• 0 B4. BUCK TABLES 311 82' 0 BUCK HEIGHT HEIGHT tAN=CHI 10'MAX.O.C. BUCK x 10'MAX.O.C. XM'AX.IyO.C. BU X 4 91.78• - - I JJ - MAX) --- '-' --- 13-314'MAX O.C.13-3/4'MAX O.C. EQUALLY SASH 135/If MAX.O.C. EQUALLY EOUA ED SPACED VISIBLE SPACED SEEANCHORS OPER ANCHORSPER LIGHT ANCHORS PER SHEETS TABLES311 A 1 TABLES 311 HEIGHT A l TABLES311 — 8&9O6IW MAX �11S �,8.11�1YMAXB-11yn'MAXBNO ANCHORS AT S `�I NEE BILL EEP- B54°MAX-BUSEE CK WID7H NOTCH DETAI Or-- 1-114' -►ISEES WEEP- } NSEE OTCH WEEP- SEE SILL WEER 54° .BUCK WIDTH NOTCH DETAILS, NOTC )TAILS, SHEET3 SHEET3 SHEET3 4 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 ORIEL PROVIEW CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN 76'HEIGHT SEE TABLES 4.11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). GENERAL NOTES.................................................1 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUSTTEMPERED. ELEVATIONS....._.........-....................................... 1 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMFDADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, FRAME,GLASS&ANCHOR OPTIONS.................2 ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. INSTALLATION,FLANGE&EQUAL LEGBOX....3 4)ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS INSTALLATION,INTEGRAL FIN&J-CHANNEL-4 DEPICTED AS 2X ARE 1-1n'THICK OR GREATER 1X AND 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,(EOR)OR ARCHITECT OF RECORD,(AOR). DESIGN PRESSURES....._...................................6-7 6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INST.ANCHORS ANCHOR QUANTITIES-....................................... 8-10 SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. EXTRUSION PROFILES........................................11 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. ASSEMBLY&PARTS LIST..-..............................12-13 7)DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. CODES/STANDARDS USED: B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. •2017 FLORIDA BUILDING CODE(FBC),8TH EDITION C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. •2014 FLORIDA BUILDING CODE(FEC),5TH EDITION 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 -ASTM E130D-09 USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OFANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER •ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. -ALUMINUM DESIGN MANUAL,ADM-2015 PRODUC[REVISdw� 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 aseomp1Y1a3 withFiaridv 10)REFERENCES:TEST REPORTS FTL-7964&7968;ELCO ULTRACON NOA\ELCO CRET'EFLEX NOA;ELCO AGGRE-GATOR NOA:ENERGI WINDOW AND DOOR PROFILES,LTD WHITE&SRONZE/LIGHTER •AISC 360-10 B"'&eca•0No 1?- a•a5 SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSIIAF&PA NDS&ALUMINUM DrAIVIN MNUAL R� Date D 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. 0 /, LYIftM�.,,�� USER INSTRUCTIONS: UPDATED TO FBC 2017.-JR- M;ao,; adeP(aSet1 �`� ��' v��sF''�!� �' 06/06/17 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. •� No.58705 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. �*; '. * J�c ® Deawn� 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE.DETERMINE YOUR WINDOWS DESIGN Dwript/an: PRESSURE FROM TABLES 4.8.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW z 1070 TECHNOLOGY DRIVE GENERAL NOTES&ELEVATION J ROSOWSKI OPENING OBTAINED IN STEP 1. 6 I�'.a,- N,VENICE,FL 34275 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 8.11.VERIFY THE ANCHORISUBSTRATE WILL MEET REQUIREMENTS FOR ��'., TE ;'(V` il0e: YOUR OPENING'S CONDITION FROM TABLES2OR3,ANDTHATALLMIN.REQUIREMENTSFROMTHISSHEETSETARENET. �i�� '•.;�ORIOP.••'\��` (941}480.1800 SINGLE HUNG WINDOW INSTALLATION-LM =M1,5/15 S)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION, �SS� ••••• NC1`� 02MI �IN1ALL PGT w118TRE>B.. Smtee/Mom. Scale: sh"t Dmwfng No. Rer. NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR FRAME TYPES(J-CHANNEL,FLANGE, A,LYNN I.�ILIIER PE. �p10Ni8� � SH-5500 NTS 1 OF 13 MD-SH5500-01 B INTEGRAL FIN OR EQUAL LEG/BOX). P.E.0 68705 CERT,OF AUTH.g2am TABLE 1:ALLOWABLE GLASS TYPES Glees Design Pleasure Frame Glass Frame Frame Type Description(Listed from Extedorto Interior) Table N Sheet• Types Options Confige. Shapes Installation Options that may be used (see Fig B) (see Table 1) (see Fig A) (see FIg C) 5 7/8•Laminated I.G.:1/8'A Exterior Cep+7/16'Air Space+5116'Laminated;(2)Lits of 118•A Glass with.090'PVB Intedayer 4,5 6 6 7/9'Laminated I.G.:118'T Exterior Cap+7/16'Air Space+5116°terminated;(2)Liles of 1/8"A Glass with.090'PVB Intedayer 4,6 6 ....Into 2X Woad FremrJBuekstrip-sheet 3,option 1 Equal-Lite, Square/Reet., 7 7/8'Laminated LG.:3116'A Exterior Cap+3/8'Air S ce+5/16'Laminated; Utes of 1/8'A Glass with.090"PVB Inteda er 6 6 Flange Through the frame ....Into Concrete/CMU-sheet 3,option 2 P Pe (2) Y 5-18 OdallPnpHeW ArchTop& of the window..~:, 8 7/8'Laminated I.O.:3/18'T Exterior Cap+318'Air Space+5/16'Laminated;(2)Utes of 1/6'A Glass with.090°PVB Intedayer 4,6 6 (#2) 8 Cottage Radius Top ....through 1XBuckstdp into Concrete/CMU-sheet 3,Cptlon 3 9 7/9'Laminated I.G.:1/8'A Exterior Cap+7/16•Air Space+SMS'Laminated;(2)wee of 1/8'H Glass with.OW SO Intedayer 7 7 ....Into Metal-sheet 3,option 4 10 71W Laminated I.G.:118'T Exterior Cap+7/16'Air Space+5118'Laminated;(2)Ltes of i/8'H Glass with.090'SG Intedayer 7 7 1 Box/ Equal-Ute, lop&' Through the frame into Concrete/CMU-sheet 3,....Into 0(Woad Freme/Suckalrip-sheet 3,option 1 .... 11 7/6°Laminated I.G.:3116'A Exterior Cap+318"Air Space+5I16'Laminated;(2)Uts of 1/8'H Glass with.090'SG Intedayer 7 7 Equal-Leg 5-16 OrIeUProNew ArchArch-Tap& g option 2 12 7/8'Laminated I.G.:3/16'T Exterior Cap+318'Air Space+5118'Laminated;(2)Utes of 1/6•H Glass with.097 SG Interlayer 7 7 (#4) &Cottage Radius Top of the window..... ....through IX Buckstrip Into Conerete/CMU-sheet 3,option 3 13 7/8'Laminated I.O.:1/8'A Exterior Cep+5116'Air Space+7/18'Laminated;(2)Was of 3/16'A dens with.090•SG Intedayer 8 7 ....Into Metal-sheet 3,option 4 14 718'Laminated I.O.:1116'T Exterior Cap+5/16'Air Space+7/16'Laminated;(2)Utes of 3116'A Glass with.090'SG Interlayer 8 7 Through the ....Into 2X Wood FmmeBuckeMp-sheet 4,option 5 15 7/8"Laminated I.O.:3116'A Exterior Cep+1/4'Air Space+7116"Laminated;(2)Uts of 3/16•A Glass with.090'SG Irderiayer 7 7 }Chang E el/pr Jte, Arch-Rect.,integral fro Iota instal-sheat 4,option 7 5-8 OrieyPtrntew Arch-Top 8 16 718'Laminated I.O.:3/16"T Exterior Cap+1/4'Air Space+7/18'Laminated;(2)Utes of 3110'A Glass with.090'SG Interlayer 7 7 I�1) &College Radius-Top Through the frame....Into 2X Wood Frame/Buckstrip-sheet 4,option 8 of the window...... ...Into Metal-shed 4,option 8 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES 5,7,9,11.13 Through the ....Into 2X Woad Frame/Buckstrip-shed 4,option 5 Min.Edge Min. &15 MAY NOT BE USED IN Integral Fin Equal-Ute, Square/Rect.,Integral fln.. Into Metal-sheet 4,option 7 Group Anchor Substrata Distance Embedment THE HVHZABOVE 30•. 5-8 Oa College Aroh-Top& Into 2XWood Frame/BucksW shed 4,option 6 �) 8 Cottage Radius Top Through the frame ••• P- P� T.Southern Pine($G=0.55) 7/16' 1318' of the window•..... ....into Metal-shed 4,option 8 Il10 SMS Steel,A36" 3/8' 0.050' ' IN.OF 3 (steel,18.8 S.S. Steel Stud,A653 Or.33° 318° 0.0451°(18 Ga.) THREADS S FIGURE B:FRAME TYPES or 410 S.S.) BEYOND THE FIGURE A FRAME CONFIGURATION "A•=ANNEALED A Aluminum,6W3-T5' 3/B• MOW METAL O 3 "H"=HEAT STRENGTHENED P.T.Southern Pirie(SG-0.55) 7/16' 1318' SUBSTRATE. / T=TEMPERED 3/16"steel Ulfracon Concrete(min.2.05 ksl) 1• 1'3/8' "UNGROUTED �i BY KU .RAY AMERICA, INC.PVB Ungrouted CMU,(ASTM C-90) 2-11T 1-1/4° CMU'VALUES BY KURARAY AMERICA,I P.T.Southam Pine(SG=0.55) 9/18' 1318' MAY BE USED -SG'_.090'SENITRYGLAS® #12 SMS FOR GROUTED �j JCHANNEL INTEGRAL FIN INTERLAYER BYKURARAY (steel,I"S.S. Steel,A38' 318' 0.050' CMU % AMERICA,INC. or 410 S.S.) Steel Stud,A653 Gr.33' 318' 0.0461'(18 Ga.) APPLICATIONS. B Aluminum,6063-T5' 318' 0.063' EQUAL-LITE ORIEL COTTAGE 1/4'steel Ultracon P.T.Southam Pine(SG=0.66) 1° 1318° 114'steel Creteflex P.T.Southam Pine(SG=0.55) 1' 1318• FIGURE C:FRAME SHAPES 1/4'steel Aggre-Gator P.T.Southern Pine(SG=0.55) 1' 13/6° -BUCK WIDTH[--- ]BUCKWIDTH�-----IBUCKWIDTH( FLANGE BOX OR EG Concrete 1/4°steel Uitrecon Concrete(min.2.85 ksi) 1' 1314' C Ungmuted CMU,(ASTM 490) 2-1/2' 1-1/4° i� 1/4'steel Creteflex Concrete(min.3.35 kel) 1' 1314° // T �/ Material Mtn.Fr Min.Fu CD e1 O Steel Screw 92 kel 120 kal 114"steel Ultmeon Concrete(min.2.85 ksn 2-112' 1-314' 111 _ _ ' 18.8 Screw 60 ksi 95 ksi Concrete(min.3.35 ksq 2-1/2° 1.3/4" Y y _ w o 410 Screw 90 ksi 110 kel 1/4'steel Creteflex O D Ungrouted CMU,(ASTM 490) 2-11T 1-1/4" D ce m m w m le J z Eko A89re Gato® 57 kel 98 kat Concrete min.3.276 ksi 1-1/2• B 1 + Elco UIIraCon& 155 ksi 177 kel 1/4'steel Aggre�aator Grouted CMU,(ASTM C-90) 1 2' 2' 1 1 410 SS Elco CmteFlex6 127.4 ksl 189.7 ksi RECTANGULAR RADIUS-TOP ARCH-TOP 8063.75 Aluminon 22 kel ABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN WINDOW SHAPES AS ABOVE Q.R SIMILAR ARE APPROVED.SHAPES MAY BE USED A36 Steel 36 ksi 58 kap PRODUCT REVISED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES I Gr.33 Steel SEW 1 33 kat 1 45 ksl escomplyirgwitb the Florida Substrate Min.Edge Min. AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 6.10. BuildmsCede )7 0 ba- Distance ErnbedmenY AxeDlsnn Ido n NO outhern Pine(SG=.55) 315" E 21/T Ring�haCom nk Rooting�IIII P.T.Southam Pkre(sG 55) 3!8" 2-7116 �`C�N G....M�(/� By Dada Product i ANCHORS RE-GROUPED. P.T.Southam Pine(SG=.55) 1/2• 1319^ JR-06/06/17 um num,8083 T5' 0.050' No.56705 (steel,18.8 S.S. _* *= ® Drown Etr or 410 S.S.) Steel Stud,Gr.33' 3/8' 0.0451'(18 Ga) - �HTEOI _ DeenrPt7er: F Steel,A36' 3/8• 0.050' _-° N.VENITECHNOLOGY DRIVE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI MIN.OF 3 p N.VENICE,FL 94276P.T.Southam Pirre(SG=.55) 9116• 1318' THREADS 'O.t�''• � Tafe: OetK #12 SMS Aluminum, �. 316^ 0.063' BEYOND THE F ' ..ORIDP•'' ��` (841}4eo-11 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (st17 eel.18-8 s.) steel stu,Gr.33' 316" 0.050• suesTRATE. � SNA11►1- �` ALLROMIRESERVED Sods 11: scars: sk.et Dro.rag no. Rel Steel,A36* 316' D.oSD• A.LYN/Vl1IILUR,P.E. SH-5500 NTS 1 2 OF 13 MD-SH5500-01 B P.EJ 58705CgtT.OF AUT t 29296 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX DIRECTLY INTO CONCREMCMU. BUCKSTRIP INTO CONCRETE/CMU- . OPTION 1 EDGE DISTANCE SEE NOTE 2,THIS SHEET. EMBEDMENT ANCHOREDTHROUGH EMBEDMENT FRAME INTO 2X WOOD �•+— 1/4'MAX SHIM —T FRAME OR BUCKSTRIP. I 16 1/4•MAX SHIM SEE NOTE 2,THIS SHEET. EMBEDMENT EDGE '''" O� 18 LIGHT WIDTH'BLE 17 I " DISTANCE FLANGE FRAMEF–H DISTANCE SHOWN I a -- - L-J .a 44 BALANCE . ❑�1/4'MAX TYPE VARIES TYP.ANCHOR SHIM TYP.ANCHOR TYPE, 42 WITH SASH o TYPE, EMBEDMENTAND WEIGHT 54 EMBEDMENT 2 TYP.ANCHORTYPE. EDGE Q 30 AND EDGE EMBEDMENT AND EDGE DISTANCE PER 31 DISTANCE PER DISTANCE PER SUBSTRATE, SUBSTRATE, EDGE SUBSTRATE, O 18 SEE TABLE 2,SHEET 2. SEE TABLE SEE TABLE 2,SHEET 2. o EXTERIOR 87 DISTANCE SHEET 2. 2. •• FIXED VISIBLE 4 FIXED 1B 2011 OPT.SASH TOP FLANGE LIGHT WIDTH EQUAL VISIBLE LIFTRAILFRAME 2 BUCK WIDTH _ILEG/BOX LIGHT NOTES: SHOWN FRAM FOR ALL WINDOWS: HEIGHT 48 1ANCHOR @3.55' 1)USE ONLY HORIZONTAL SECTION A-A SHOWN 4g 21 FROM END AND AT SUBSTRATE-APPROPRIATE I 22 EN WINDOWS ANCHORS LISTED ON TABLE 2, 1 OVER 361 WIDE: SHEET 2.FOLLOW EMBEDMENT AND DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 72 0 ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES.TABLE 2 SHEET 2. 46 46 47 SCREWS @163/8° INSTALLATION OPTION SHOWN MAY 14 35 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. 1f4°MAX, BOTTOM LOCKS: SHIM BUCK 16 2 MASONRY ANCHORS MAY BE #10OR#RISTEEL SHIM HEIGHT ADD ADDITIONAL USED INTO WOOD AS PER TABLE 2, SELF-DRILLING SHIM SCREWS D.8.3/8" SMS(BLE SEE 85 -� FROM END. SHEET-2.1 ALL WOOD BUCKS LESS TABLE 2, DDS 30 THAN 1-12`THICK ARE TO BE SHEET 2. SASH CONSIDERED 1X INSTALLATIONS.IX EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS 86 16 DEPICTED AS 2X ARE 1-1f2"THICK Off, USE EITHER OR GREATER.1X AND 2X BUCKS 65 LATCH OR (WHEN USED)SHALL BE DESIGNED L� 64 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE EQUAL a INTERIOR 81 30 R 31 'TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME LEG/BOX WEEP LOCATION: /8' DESIGN AND INSTALLATION IS THE FRAME NOEACH END. 80 FROM SASH ESND. OARCH TERESPONSIBILITY OF THE RECORDGINEER SHOWN o SOWN LC EXTERIOR 8 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION 4 V OPTION 4 PRODUCT with o 67 OPENING)IS MEASURED FROM ra Building e BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH B�ying � No 17- EQUAL-LEGlBOX �❑ 1/4'MAX SHIM 111111 FRAME INTO METAL FRAME INTO METAL �Dete FRAME SHOWN o �pN......N/f� i,� RoHNon: BY .2TX/25' ! A'% CEN......... �/�i Miem Dade Product ., •p•:.•a, NO ANCHORS :'(�� WEEPHOLE REQUIRED IN VISIBLE LIGHT FORMULAS #/COVER @rl '' *. , .. FLANGE OR _�.: NO.58706 2.8T FROM EQUAL-LEG WIDTH �'��D• FRAME SILLS @SASH:BUCK WIDTH-6.12° –� '�,Q DeseripHen: (dj FIXED LITE:BUCKWIDTH-4.31W =7D � i s�, to7o TECHNOLOGYDRroE FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI • •., �O�•.,• ST TE OF N.VENICE,FL 34275 HEIGHT(EQUAL-LITE) i,� '•."ZORIOP.•'\C��� 1)-8 1600 TiBe: VERTICAL SECTION B-B BUCK HEIGHT2-3-15!16• �.,5'S+ NG.` (� SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 76 ZONAL 6 ��•� OOPYWdRoxotY /I l l 111 11111 /LLtRW11TB &EJi m' "G/1.11.. Scale: Sheet: Drawlag Na Rev: A.LYNN MILLER,P.E. SH-5500 NTS 1 3 OF 13 MD-SH5500-01 I B' P.E.#68705 CERT.OF RUTH.#19288 t INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT WOOD FRAME OR BUCKSTRIP.SEE INTO 2X WOOD FRAME OR �- EDGE DISTANCE ANCHORED THROUGH INTEGRAL F+ EMBEDMENT (� NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. FIN INTO 2X WOOD FRAME OR {I 114"MAX SHIM 1/4'MAX SHIM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE V 18 ' SHEET. TYP.ANCHOR TYPE, SASH VISIBLE J-CHANNEL EMBEDMENT AND EDGE nL� 18 LIGHT WIDTH 17 FRAME 1 DISTANCE PER SUBSTRATE. U�j SHOWN O 1 SEE TABLE 2,SHEET 2. H -•-- - ----- (SCREW SHOWN) 44 BALANCEES �O EMBEDMENT -11/4'MAX SHIM 42 WITH SASH TYP. EDGE WEIGHT 54 30 1 �a EMB ANCHOR TYPE, DISTANCE Q EMBEDMEPERSUBSTR O � DISTANCE PER SUBSTRATE, SEE TABLE 3,SHEET 2. f���II EXTERIOR TYP.ANCHOR TYPE, 18 (NAIL SHOWN) L1D� 87 I-I_ INTEGRAL EMBEDMENT AND EDGE FIXEDVISIBLE v 3 FIN DISTANCE PER SUBSTRATE, F0(ED 19 20 OPT.SASH TOP LIGHT WIDTH FRAME SEE TABLE 3,SHEET 2. VISIBLE LIFT RAIL J-CHANNEL 1 SHOWN (NAIL SHOWN) LIGHT FRAME HEIGHT FOR ALL WINDOWS: NOTES: SHOWN BUCK WIDTH 1 ANCHOR @ 3.55" 49 48 FROM END AND AT 1)USE ONLY HORIZONTAL SECTION C-C O 21 CENTER. SUBSTRATE-APPROPRIATE , 22 FOR WINDOWS ANCHORS USTED ON TABLES 2 8 3 OVER 38"WIDE: OF SHEET 2.FOLLOW EMBEDMENT DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 72 1/4'MAX. 0 ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY SHIM � � MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3,SHEET 2. SCREWSSTALLATION OPTION SHOWN 14 45 46 47 O FROM ND 163/8' BE USED ON ANY SIDE F THE MAY FOR WINDOWS WITH WINDOW. BUCK o BOTTOM LOCKS: #10 OR#12 STEEL 1/4"MAX HEIGHT 50 D 18 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLING SHIM SCREWS @ 8-3/8" USED INTO WOOD AS PER TABLE 2, SMS(G5),SEE 85 FROM END. SHEEP 2.ALL WOOD BUCKS LESS TABLES 2 S 3, D rl�—ti 30 THAN 1-1/2"THICK ARE TO BE SHEET 2. SASH CONSIDERED 1X INSTALLATIONS. EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF Gl LIGHT USE EITHER UNIT IS INSTALLED DIRECTLY TO SS HEIGHT (SHOWN) SUBSTRATE.WOOD BUCKS LATCH k 18 OR LATCH (SHOWN) DEPICTED AS 2XARE 1-11/r THICK OPT. 86 LOCK(SHEET 3). OR GREATER.1X AND 2X BUCKS h— Q 65 TESTED UNIT (`/'/HEN USED)SMALL BE DESIGNED FIN AND/OR Q 4 (2)1' 81 30 TO PROPERLY TRANSFER LOADS INTERIOR 31 LOCATION:6318" TO THE STRUCTURE.WOOD BUCK FLANGE REMOVED n WEEP FROM SASH END. DESIGN AND INSTALLATION IS THE ��o IN-FIELD IJD�o NOTCHES ATgp (( RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN EACH END. NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN REQUIRED IN FRAME EXTERIOR INSTALLATION 7 SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION �"I THROUGH FRAME. (ALSO REFERRED TO ASDAYUGHT OPTION? V OPTION PRODUCT REVISED OPENING)IS MEASURED FROM v ANCHORED THROUGH FRAME INTO METAL -c—ptym9wit6tln FhwW 1W MAX ANCHORED THROUGH Build' Code INTEGRAL FIN �F-7 rSHIM BEADING TO BEADING. `711111111/1, INTEGRAL FIN INTO METAL (INTEGRAL FIN/FLANGEREMOVED) Accep mlVot7 /O FRAME SHOWN o �L O 1 , Ravbbn.- E Dste 2T X 1.25 WEEPHOLE �1GEN : .'•.� rado 38 W/COVFJ2@2.67" A •.� OFRO M EACH END. VISIBLE LIGHT FORMULAS =* No.58705 TYP.ANCHOR.. E. _ '* EMBEDMENT AND EDGE EDGE DISTANCE WIDTH DISTANCE PER SUBSTRATE, _� @SASH:BUCK WIDTH-8.1/2° — Oeealptfon: Drmrn�' SEE TABLE 3,SHEET 2. -.y EMBEDMENT @FIXEDLITE:BUCKWIDTH-4-SW ��0•.• STA.�O I '•�� 1070 TECHNOLOGY DRIVE J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) i T � N.VENICE,FL 34275 HEIGHT(EQUAL-LITE) %CCs '•�COAIDP,.•'•\���� (gg1)•A80-1800 Rt/e: 0a INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK HEIGHTM-3-1611G '%,s/pNA� SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ANCHORED THROUGH INTEGRAL FIN 11111 I 11111 pfil'INot19iRE8,ENC, Serbw/61ocfo. Scob: Sl+eai: Omwing Ne. Rev: INTO 2X WOOD FRAME OR BUCK- MILLER ALL PJG 1SFIE8� SH-5500 NTS 4 OF 13 MD-SH5500-01• B STRIP.SEE NOTE 2,THIS SHEET. A.LYNN#58705,P.E. P.E.#58705 CERT.OFAUTH.#29296 •I 718"NO718°NO718"N M. 718"N 7/8"N 5H 6"A/A PVB I 5116'AIA PVB I 5/16"A!A PVB 5/16"A/A PVB 5/16"H/H SG 7/16"AIRSPACE 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 3/16"T GLASS--\ 1/8"A GLASS aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 7679 (763_ E-78 _ E78 _ 7678 GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 -+{ 7/8'NO7/8"NOM. --►{ 718'NOM. -+{ 718"NO7/8'NOM. �+-- 5/16"H/H SG I 5/18"H/H SG I 5/16"H1H SG I 7/16'AIA SG I 7/16"A/ASG I I 7/16"AIR SPACE 318"AIR SPACE 318"AIR SPACE 5/16"AIR SPACE 5/16"AIR SPACE 1/8"_T GLASS 3116"A_GLASS 3116'T GLASS 1/8"6 GLASS 1/8"T GLASS aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 7678 7678 7678 76-79 7678 �. GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 —�{ 7/8'NOM. 7/8'NOM. 7/16'AIA SG I 7/16"AIA SG 112'NOM.GLASS 'GLASS TYPES 9 THROUGH 114-AIRSPACE--\ 1/4"AIR SPACE 76.79 BRE TYP. 16 MAY NOT BE USED 3/16"A GLASS 3/16"T GLASS WITH J-CHANNEL OR 72 74 •INTEGRAL FIN FRAMES G]EXTERIOR a EXTERIOR GLASS TYPES 5,7,9,11,13 7678 7676 31 815 MAY NOT BE USED IN EXTERIOR 75 THE HVHZ ABOVE 36'. - I'RODUCc RBV(SFD GLASS TYPE 1.5 GLASS TYPE 16 ucmmplyu ithft Fww a Baldmg Coda 38 30 l l l l l 111 Aoccpteoca �' Iraaoa Da e Or—'l ��a��,.•' UlCEN3�c':��1��� fal By Mi 1 aha Product `* ND.58705 '•. GLAZING NOTES: •: *- "A'=ANNEALED --O - Deacrfptlom TYP.GLAZING DETAIL "H'=HEAT STRENGTHENED =� : 7 L I �� 1070 TECHNOLOGY DRIVE GLAZING DETAILS J ROSOWSKI 'T"=TEMPERED %O•• S �(/ "PVB'=.090"TROSIFOL®PVB BY KURARAY AMERICA,INC. '•. TE OF �; N.VENICE,FL 34276 rne: Dote -SG'-.090'SENTRYGaEPBY KURARAY AMERICA.INC. ��S••••��RIDP.•'•\C��� (941H61SDO _ SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. /�NP1ILI. a+7eT�•Its. Sm/os/AfodoL• Scale: sA CERT.OOF ALRH.N79298 Dror'Ing No. Rev: A.LYNN MLLLER,P.E. � O SH-5500 NTS 5 OF 13 MD-SH5500-01 B P.E.#58705 F TABLE 5: TAB E 4: T LE e am�ryp■ ,e7Design P*Fm5a0u2re,6Mw6'mOhhSunHlW DIgn Preum,Ibd7 GL.. Deagn Pre6le,fbafl 5,47as WhLvel nw44nenPW NdVOnj e,718 ' w4l 611- u m48 x'775 +65.01.70.0 Ibin[leMl 235 EWOMd, 11.301 185.0 -70,6 I M40 1 70.0 rylty leu■1 IH For00 Nnd■ &snh.t,- Stadad Caap, t1617.15ATO M&0 -700 4&0 •70.0 R7 FwUrlMOw end■036■bae x EqRW 11.6&7-14510 1610 -M.0 404.0 7O0 SEE TABLE 9,SHEET 8 FOR amdata Ptolew 11377.11552 1-050 -7&0 M5.0 -70.0 SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. T.1 w 23.617-25255 +650 -700 46&0 70.0 ANCHOR GROUP AND QUANTITY. ` Sladed Cdt p 21066-23518 4050 •70.0 46&0 •mo 37.775 EWu,u40 17517-70.057 +650 .71LO +6&0 •7M0 Stpdad PmJen 14.517 m 17.516 +650 •m0 46& •70 0 .0 o &.wm 11.37?-14519 .640 -TOO 405.0 -70.0 T,9■41 77.561.31.011 +6&0 •760 4850 -m0 taeeanshe 26417-27552 .650 -70.0 .6&0 Tao Sledrd Coope 21617-70510 1.640 -m0 40D •70.0 IJ HEADER 44 EWOft 24617.27518 4&SO .RO 4MO .70.0 HEADER Smndmd PmWm 17.517.21516 +0&0 -m0 +64.0 -m0 23 Ou o n sae 14517.17519 +6&0 -70.0 +W.o -0.o 23 Bmdrt 11.3R-14.510 4660 -740 +05•m0 465.0 •m0 &fW is x.517.75516 4600 .70.0 400.0 -702 MEETING RAIL 46 Sutded Pmkw 17.517.2.O31a 46&0 -m0 M5.0 -70A o MEETINGRNL e 0h wnshe 11517-1751a M&0 -m0 +65.0 -70A O 26 0 CM-Ek. 12517-14.516 48&0 .700 48&0 -740 27 WEROR i?. sbm l 11.377-72516 +640 •70.0 466.0 -702 EXTERIOR Tdwd 73.x6-373]0 46&0 -740 469.0 70.0 [j O SWWd dCdhpt 2&5t7-331x7 +650 •m0 406.0 E@ouna 73.517-x.610 M&0 -70.0 Jr..e5.0 740 23 4,125 Q..r1l■ 74511-x311 +6&1 •m0 MSo -70.0 JAMB JAMBMWed AW- 17.617-x519 4x&0 .70.0 +aso -702 EXTERIOR SASH ExrEnroR SASH Op6m she 14.517.17sia 4mo -m0 46&0 •70.0 HEIGHT aHEIGHT oamm Sa■ 12517.14.510 16&0 •740 +e&O -mo ShMat 11.317-12516 46&0 -IMO 465.0 70.0 Trk61 90.517-41244 46&0 -70.D 40.0 -70.0 sh dad c*w 31.617.56514 46&0 -RD +65.0 40.0 O 23 ST.Mb. 2&6t7-3151 46&0 -TMD +6A .70.0 23 Sladad Pmi" 27.517.2&510 46&0 •7M0 465.0 •m0 SILL O 62 Cmmmehe 2M517-23510 +6&0 -m0 100 -702 SILL D Gemmste 17.517-x216 +6&0 70.0 465.0 •70.0 I� D.W.8Ce 74.617.17.516 +6&0 .70.0 +660 3.61 ,LII6J�I1 D.f.m sho 19.017.14315 +6&0 -m0 446.0 -07A shatat 11.064.13.01 M&0 .70.0 405.0 4O6 Tdh■1 30311-41344 46&0 -70.0 405-0 -m0 0 o Ctetomshe 39.617.30.61a 46&0 -m0 +65.0 -m0 EWa,Mta 35.517-38310 46&0 -70.0 466.0 -760 75 cwi mShe 37517.3&61 +96.0 -m0 +85.0 -m0 SECTION DETAIL FOR WINDOWS WITH GwdW P.M. 70.517.32.616 Ma.0 -mo M5A 70.0 SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT&GLASS TYPES 5.6.7&8 altmisw x.517.79.41 .eso .mo .aeo 47.3 LEVEL R2 REINFORCEMENT&GLASS TYPES 5,6,7&8 ehaleet x.510.2531 Mo -m0 +66.0 465 (REINFORCEMENTS SHOWN IN FIGURES ABOVE (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES& F 35017-n,e44 M&o 70.0 NO -740 APPLY TO ALL FRAME TYPES& CONFIGURATIONS) a a.taaehe &5517.3931 M&o -m0 M5.0 47.3 CONFIGURATIONS) pRODUCTREVISED stMedPmdwv 35615-3531 +6&0 -m0 +64.0 466 01.78 Taw -.41A" M&0 70.0 MSA 4&6 64 complying with 1118 Flarid4 SEE TABLE 10,SHEET B FOR ANCH_,() OUP AND QUANTITY. Building Cade "MIN.SASHHEIGHT-WIND W FIAT 50.136 A 'vim D4tal - 1- ........ �i� Rertaton: B �?................ �ICENSF':���� hLamt -11 *: No.68705 NOTES: -"O (� ® j 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. �AD,C'•- ST iE 0 •(4`� joyo�TECHNOLOGY� 6DRIVE DE GN PRESSURE TABLES J ROSOWSKI 'c1SEN. Oats 2)FRAME DIMENSIONS ARE BUCK SASH HEIGHT IS AS PER THE FIGURE. 17 ���S v x` 11600 SINGLE HUNG WINDOW INSTALLATION-LM 05/15%15 AL 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN 7j1 f r t 1m, 1141 roTe�lnEe02M SmM: Ora■'Oq�• Rer. ON THE TABLE. A.LYNN MILLER.P.E. �70°N7f� SH-5500 NTS 6 OF 13 MD-SH5500-01 B P.Etl 58706 CERT.OF AUTH. TABLE 7: TABLE 8: a:O•TYP� 13611.11 s.4h 0111911 0x066100,Wafltz State Type Bdlom6aen Da.gn Pha6wn WeH2 94%15a 19 Domipimla9ken Smh HdpM 7]674 OesorbUm to phm OwhHope - RMLI-I P..pa Wod- 11.11.ON 77mndm Ba.k YYdM Pelnh Laval ��.®W1•d•w P-P DN FVM.Bak Wldh c 0 Hepm 8h- Wfe 40 48 02,125 51 ] Htlpm Sham 18 24 1 32 301 40 1 " 52.125 54 295 Egzl&e 11.394 .70.0 1-1160 170.01-110.0 +70.0 I•1160 1470.0 1-110.0 23.6 1 Eq.AR. 11.304 •]D.0 I-710.0 +7a0 I-770.0 1+TaO-11D.0 70.0-110.0 70.0-'MILD •70.0-110.0 440.0-110.0 •70.0-110.0 Stmdzd Cane 14517-15.070 +70.0•710A .71).1)-110-0 +760•110-0 +700-11&0 M.W.m C.6.0. 19.517-75.810 70.0-110.0 .70.01-110.01-7010-11&0 •70.0-110.0 70.0-HOLD +70.0-110.0 •70.0-110.0 •70.0-110.0 35 Eq."" 77.683-14.518 +70.0-110.0 +70.0-110.0 +70.0-110.0 +R0 -710.0 28 Eq.d40e 11.503.14.516 760-110.0 +70.0 410.0 .mo-fi0.0 70.0-7160 .10.0-11&0 •70.0-110.0 •70.0-110.0 +70.0-110.0 1� Stendrd P70Aew 11.877-11.582 +70.0 410.0 .70.0 410.0 •70.0•110.0 •70.0 •7160 StandwdPwAm 11.377.11582 +70.0-110.0 -70.01-110.0 •70.0-110.0 70.0 -11a0 •70.0-110.0 •70.0-110.0 .TD.0-770.0 •70.0 -110.0 1 I v Tabm1 21517.25268 +7010 4100 170A-110.0 +760-nao+70.0-110.0 T.anst 23.617-25283 70.0-110.0 •70.0 410.0 70.0-110.0 +70.0 -110.0 70.0•110.0 •Tao-110.0 •70.0-110.0 •70.0 -nao 7.-1 HEADER Stmdad COO.p. 20-M-21519 +70.0-110-0 +70.0-11&0+760-110.0 +700•110,0 B1ewaM 51+1096 217.058-23.618 .70.0-110.0 +70.0•1160 •70.0 410.0 •70.0-11110 +70.0-110.0 +70.0-110.0 •70,0-1100 •70.0 -1140 25 37375 EgWUe 17.617-20.457 +7010 410.0 +70.0-110.0 +70.0-110.0 .700 4000 37.375 E4uldae 17.577-2D557 710-110.0 760•110.0 - .0-110.0 -70.0-11010 •760-170.0 •70.0 4160 •70.0-1160 •70.0 -0320 6t.drd Probes 14.517-17.676 +7010•11010 +70.0 41&0 +760-71&0 +RO 41&0 Studmd PreAm 14.517-17.510 •70.0-110.0 •70.0-17x0 +70.0•110.0 •70.0-1160 •7037 •710-110.0-mo 41x0 •70.0-110.0 0 snwl.el 11.377-74.618 .70A 410.0 .710-110.0+760-107.0 .700-703.0 ShaNd 11.377-14.510 •710-17x0 •7&0-110.0 •70.0 MOLD •717,1)-110.0 •70.0•110.0.70.0-110.0•70.0•iD7.0 •70.0-103.0 Tdket 27.6E3-3.011 .760-110.0 +70.0 40.0 +70.0 .910 +7110 81.0 Tdh 1 27.5X!-311011 •70.0•110.0 •7ao-1760 •70.0-110.0 70.0-170.0 +70.0-110.0•7010 -00.0 .700 -03.0 •760 470.0 O Oabn 603 2a.517.27.662 .70.0-110A +70.0-110.0 70.0 410.0 +70.0-110.0 cul..--- 28.617.27.852 •70.0•110.0 •70.0-110.0 170.0-110.0 70.0-1120 •70.0 -110.0 •710-110.0 +700-110.0 •70.0-nD.D e Q Q MEETING RAIL SWd.d C.Map 21517.2&510 +70.0 410.0 +70.0-110.0 x70.0-110.0 -MO 410.0 S1.,bdCOOape 23.517-20.916 +70.0-110.0 +70.0-110.0. •760-110.0 •70.0•1160 •7&D•110.0 mo-110.0 70.0-110.0 70.0-170.0 " Ega1Ot. 21SIT-MSM +70A 4= +7010•110.0 .70.0•110.0 +70O 41010 " EO.". 20.517-23510 •70.0-110.0 +7&0 AIM 70.0-110.0 .70.0 110.0 •70.0-11&0.700-1160 +70.0 410.0 70.0-170.0 27 0 st.rdad R.*. 17.517-21.618 .70.0-11010 +70.0•110.0 +760•110.0 +70.0 41&0 BlmdarOPrMm 17.517.20510 70.0 410.0 •7ao-110.0 70.0-110.0 +70.0-110.0 •70.0•110.0 •70.0-110.0 70.0-110.0 •70.0 Obtorm She 14.517.17.610 +7010 410.0 +10.0•710.0 +70.0•110.0 .70.0•110.0 7.7.1011 ale 110517.17.516 .760-110.0 .7&O-110.0 •700-1160 70.0-110.0 70.0-110.0 70.0-110.0 70.0-110.0 .70.0-110.0 6 Sh.Nd 77.577.14.613 +70.0 410.0 +70.0•1/60 70.0-IOTA .7110 403.0 Shadeat 11.377-14910 •700-110.0 •70.0-110.0 •70.0•110.0 .70.0-1160 +7ao-110.0•70.0-110.0 •70.0•107.0 +70.0-103.0 a 0 Tow 3198]-36.917 +7010-110D +760 -060 +70.0 -MO .70.0 810 lrw.t 31.18,1-34.911 •760-110.0 •70.0 410.0 •700-it60 •70.0 410.0 •70.0-110.0•70.0 -00.0 4760 4110 •70.0 91).0 SWI,dad 0l¢2ge 20.617-31.662 +7010-110.0 +70.0-110.0 •70o•110.0 .7010-110.0 8lmdme Caoap. 28.517-31.682 •70.0-770.0 +70.0-110.0 •70.0-11&0 760-nao 70.0-110.0 +740-1760 +70.0-710.0 •70.0-110.0 JAMB 25 Egat4m 20977-28.510 +10.0•11010 •70.0-110.0•10.0-110.0 +70.0•110.0 Equi-9I. 26617.20910 70.0-710,0 •70.0-110.0+70.0-11&0 •7&0-11&0 •70.0-110.0+700 410.0 •700•110.0 •70.0-7140 40 St.W dP1.6- 17917-2&618 +TOA-110.0 +70.0•11010 .70.0-11&0 +7417-710.0 49 stave Pmim 17517-20.516 +70.0-//0-0 .M.0-110.0+70.0-110.0 •70.0-11110 70.0-770.0 •7ao-110.0 +70.0•11010 760-77&0 E]f<Q SASH Oat4nl at. 11617-17.576 +7010 410.0 -700-Ilan+70.0-HOLO +70.0-1100 Cum-ab. 110617-17916 .70.0 410.0 .70.0-110.0+70.0 41&0 760 410.0 .7ao-nao +70.0-110.0 •10.0-110.0•70.0-110,0 a HEIGHT Cmtae S9re 12217.14.516 -MO 410-0 -70.01410.0 +70.0 41&0 +70.0-110.0 pmt.msla 72,811-14,515 7ao-71x0 •70.0-010.0 +760•1160 7a.0-110.0 +7ao-110.0 7ao-110.0 +70.0-110.0 +70.0 410.0 SECTION DETAIL FOR sha d 11.317-11616 .70.0•110D +70.01-110.0 +7ao-nao +70.0 -110.0 mlw t 11.377-12516 +70.0-110.0 7ao 410.0 7ao-1160 •76.0-110.0 .70.0-110.0•70.0-170.0 70.0-110.0 7ao-110.0 g Tak.t 332M-37.530 .70.0 410D .70.0 49.0 .7110 -0&0 .ro.0 •Ba0 >: TOW 33.208-37.536 •76.0-11x0 •70.0-110.0 •760-110.0 •70.0 410.0 •70.0-110.0 7ao 111.0 •70.0 9]0 7ao dw,0 WINDOWS WITH O Sladad Cobge 26.517.33107 .70.0-110.0 +70.0-710..760-1111 +70.0 410,D 9udard QUM 26.577-33.207 .70.0-110.0 +70,0-110.0 .7ao 410.0 70-D•110.0 .70.0-110.0 70.0 410.0 .70.0 410.0 .110 410.0 LEVEL R3 REINFORCEMENT 2Fi EguWte 23.517-21,515 .70D-11010 +7010-11au +70.0-11&0 .700-I1OLO 5 Egr%U. 23517-28.516 70.0-110.0 •70.0 410.0 .70.0-110.0 .70.0 410-0 70.0-110.0 7&0-110.0 7ao-110.0 +70.0 410.0 &GLASS TYPES 9-16 Octan Si. 2x517-21sie +0..O-IIOD ma-110.0 +Tao 410.0 +7ao-110.0 49 R6 011.1161. 20917-23916 •70.0 410.0 .70.0 410.0 .70-0-11&0 .7O.D-110.0 .700 Mao •70.0 412.0 70.0-110.0 70.0 410.0 6tadmd Pmeev7 17.517.20910 +760-1100 +10.0•1760 +760 410.0 +Tao-110.0 0.mmdPmAm 17.517-20.619 70.0 410.0 170.0-110.0 7ao 410.0 •10.0-7160 •70.0-110.0+7ao-119.0 •70.0 410.0 70.0-110.0 SILL (REINFORCEMENTS SHOWN C-b-She 71617-17.670 +700-100 .70.0-nao 70.0 410.0 .760 410.0 Orl.msle 14.317-17510 70.0 410.0 •760•110.0 70.9-1111) •10.0-nae •70.0-110.0•700 410.0 •7ao 410.0 70.0-110.1) IN FIGURES ABOVE APPLY c.t-Q. 12517-14.516 .700 4104 +70.0 41&0 70.0-110,0 +10.0-1760 c dam Sl. 72,517-14916 •70.0 410.0 •760 410.0 .700 410.0 •70.0-110.0 •760 410.0 •70.0 410.0 -70.01410.0 +70.0-716D TO ALL CONFIGURATIONS) tided 11.377.12516 +70.0 410D +70.0-310.0 +70.0-nao +7110 410.0 Shobd 11.377-12510 •70.0-10.0 70.0-7160 •7ao-110.0 •760-110.0 •700-110.0 - .0-11x.0 70.0 410.0•7010-710.0 T.Dnt 3&517-41.644 +7010 41010 +10A•110.0 70.0-110.0 +7010•110.0 T.U.1 30.617-41.8" +70.0-110.0 •70.1)410.0 •70.0-110.0 .70.0-110.0 •70.0-170.0 70.0 Mao +70.0-110.0•70.0-107.7 0 Stmdad Cdtgp 31.517-31516 eTOD-110.0 +70.0•110.0 70-0-1104 -70.01410.0 SI.,dxd Wepe 31,617-36513 •70.0 MOA •70.0•110.0•760•110.0 •70.0-7160 •70.0-110.0+MO-110.0 -70-01-11015 •70.0 AD2.0 EQ-6-ft 25.577.31.610 .7010-1100 .70.0•110.0 70.0 410.0 .7010 410.0 EaUtlda. 26.517-31.519 70.0-110.0 70.0•110.0 7D0-110.0 +70.0-110.0 +70.0-110.1)70.0 410.0 -70.01-107-01-70.0 4024 Smdad Pwkw 29.617-•29.510 +70.01410.0 .7010•110.0 70.0 41&0 +70,0 410.0 61.111111pfw- 23.577-25910 .70.0•110.0 •70.0-710.0 •70.0 100.0 •70.0-nao •7110-110.0 70.0-110.0 70.0•110.0 -7101-103.21 e2 O.t.m Su. 21517.2357$ .TDA 410.0 +7010-110.0 +MO-110.0 +70.0 410.0 62 cudamsle 20.017-2MIS +70.0 410.1) +70.0 4100•70.0 410.0 •760 410.0 •70.0 410.0 70.0 410.0 •70,0-1160 •70.0-707.0 0.1-SW 17.617.20516 .70D-11010 +70.0•110.0 +70.0-110.0 +70A-110.0 calomel. 17.617-20518 •70.0-11x0 •70.0 4160 •70.0-110.0 7110 410.0 •70.0-110.0 •70.0-1110 •70.0-110.0 .7ao-109.0 Oak-Stro 14617.17.616 +700-11010 +70.0-71D.0 +70.0-110.0 +MO-160 Md..Bla 14.617-17.616 •70.0 410.0 •70.0 MOM •70.0-110.0 70.0-103.0 •71LD-1028 760 4 .5 •70.0-100.8 •70.0-tO0,5 C.akan she 13.017-14.510 .7010-110.0 170.0-IID.O •70.0-1760 •70.0 410.0 Md msl6 nos?.usfa •70.0-110.0 •70.0•110.0 .70.0-1001 70.0-100.7 •70.0 47,1 •70.D 444 •70.0 410.4 •70.0 94,4 Shulm 11.604-13.10 +TO.o-110.0 +70,0•110.0 +70.0-110.0 +7010 410.0 SWUM 11.a84-13075 •7010-110.0 •70.0 -110.0•70.0•1028 •70.0 417.0 •70.0 -033 70.0 VA •70.0 460 70.0 SLD TOW 50.617-41.644 +700 410.0 .70.0-110.0 .7010•110.0 .7010 41&0Taw 39.617-47.6" •70.0-110.0 •M.0-110.0 .70.0-10.0 +70.0-110.0 70.D 470.0 •70.0-110.0 •70.0•101.6 760 48.1 ' Oarom etre 3&617-SDAIG .70.0 410.0 .70,0•110.0 +To.O.110.0 A711111,0 Culom 9l. 36617-30.510 .70.0•110.0 70.0-110.0 70,0-10.0 +700•110.0 •70.0-110.0 •70.0-110.0 .7010-101.7.TO.0 419.3 Ew.aw 35577.36916 +ro.0 410.0 .70.0•1160 +70.0•110.0 EgwW. 25.517-30510 710•110.0 •70.0•110.0 •70,0-10.0 •70.0-110.0 •70.0-nao+70,0•110.0 .70.1)-t00A•70.0 -060 75 cwtom Bhe 32617-13.51a +7010-I ISO +".0•110.0 +70.0-110.0 75 61011803 32.617-35918 70.0 4760 •70.0•170.0 .70.0-110.0 .70.0-10.0 +70.0-10.0•709-110.0 +70.0 400.7 •70.0 4152 Stmdmd Pm&W 22517.32510 +70.0•IID.o .7D.0•110.0 .70.0-170.0 676watd Pra44w 29.517-32.516 .70.0•110.0 •7D.0•110.0 •70.0-110.0 +70.0 410.0 •70.0-110.0 •70.0•109.8 .70.0-101.8 •70.0 41&1 Octan Sb. 26517.2.510 .70.0 410.0 +70.0-110.0 +70.0-110.0 .70.0 -110.0 LvlOmstw 26.517-299fa •70.0-110.0 •10.0•710.0 •70.0-107,8 .760-1024 •70.0 40.9 70.0 410,4 •70.0 -061 •760 41&4 8halmt 25.610.20.676 .700•110.0 70.0-17110 +70.0-1740 +70.0 •110.0 902Nd 2!.670-28916 •70.0-110.0 •70.0•110,0 •740-109.8 •70.0 -00.1 •70.0 -0id •70.0 424 •70.0 424 •700 4aA Egi.Wte 98617.4/.861 +70.0-110.0 +70.0-160 70.0 Mao .70.0-110.0 Egu9U4 38.517-41.8" •70.0-110.0 •70.0 410.0 •70.0-110.0 70.0 410.0 70.0 410.0 70.0-1646 6637 -00-7 •Tao -0u GLASS TYPES O THROUGH " 961611 Str. 14637-98578 .70.0 41010 +11.0•110.0.70.0-1760 +70.0-110.0 64 O91d.m size 31617-38510 •70,0-110.6 70.0-110.0 •m1)407.9 •70.0-1024 •70.0 48.9 •ro.D 466 .ro.o -0$.1 .70.1) -0110 �16 MAY NOT BE USED WITH Stmdad Paler nme•ai5le +mo•1 MO +70.0 4760 +760•nao +Tao-110.0 Bltwvd Pr44ew 37.918-31615 70.0-116.0 70.0-110.0 7ao-1026 .70.0 V.0 •7ao 4R3 •70.0 -037.1 7610 Sao +Tao Sao J-CHANNEL OR INTEGRAL PRODUCT REVISED B1.7e Tllw "-91944 +11.0-17010 +70.0-nao+7ao-110.0 .700-110.0 91.71 760461 --44.6" •T4D 410.0 +70.0-110.0 70.0-1025 70.0 477.0 •70.0 4613 76.0 -00.1 .70.0 -00.0 +10.0 410.0 •FIN FRAMES .3 co.0ying With l7..Flmda SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. �°IO ••MISASH HEIGHT=WINDOW BUCK HEIGHT-60.136 "MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.138 A��00 No 17-- N. Revlelo� Al pf 140 NO Ly �•```'��'ON ...... J•N�� By OPradlul CoraDi �'• NO.58705 •�� 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME, 1D70TEMOLOGYD:]SINGLE DESIGN PRESSURE TABLES J ROSOWSKI N.VENICE,FL 34276 Titles 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. �` '•�ORIDI`.•-' ���� (tg1} 1coo HUNG WINDOW INSTALLATION-LM 05/15/15 ,SSS/ •1111-.. �Pf�HTo2n7 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN /// O�N�Ai�L��� 11` PmfWAtAEa,NC. $pr(m�ArdeN: 60076: 5100�' �^• ON THE TABLE. A.LY%IrJ i,II R,P.E. 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'�6• Q F1EA11JA FRAME '�6•[UriFLANGE FRAME FIN FRAME EQUAL LEG FRAME 1'185° -1 } •150" : T 1.375° T HEAD/JAMB 1.376' O HEAD/JAMB O HEADMAMB 23 LIGHT SASH I 26 HD SASH REINFORCEMENT OREINFORCEMENT 3�° 11 070° -"{� 1.182' I� 3.483° -� 3.463' 3.483° -�•{ J_ A� � .070' If .o6r -�IFS- .osr OF-- .oer -�I4�- .osz• 79r I1-L 1.o4r ^�]1 L UU --� 130 ("� O 2.444' 2.444• a 2.444' I-� I-� ANDA f� -rl 1.340' I+ 2.444° STANDARD O HD MEETING RAIL � MEETING RAIL 27 REINFORCEMENT ID Qr1❑ L(� �Q REINFORCEMENT ��� 625° NEL .625 FLANGE UO FRAME SILL r O FRAME SILL 1.376° O SILL FRAME SILL FRAMEFIN OO E QUALLEG 1.3!75° r L. {�- 1.672° -+°1 �•�- 1.841' T -�•� 1.215' 2.100' 1.472" �+- 1.565' 1.830' I I 1.376' I�1.�1 2.176' I .085" 1 .974• I .690• .050• .471" IU6990" .050° .34T .035' .070 .070' �FOCED31• I+--• 1.000• Ir BALANCE •SASH STOP L LIFT RAIL BEVELED -T BEVELED 14 MEETING RAIL 18 SASH RAIL 77 COVER 18 SCREW COVER 19 INTERLOCK 20 INTERLOCK COVER 2, INTERLOCK O INTERLOCK COVER PRODUCTREVISED w complying with the FMrWR 11111 l 1111 I /�� Building Cnde Acccpmow No j7• � � ao.,........, f, Revision: ration Date .884• .175" .316" �-{ .300• ��•'' 1,10ENgF.�(!_ o .764• .75D• =*: 110.68705 Ora W. .035• -'{�11---� .02W A':GAAIE I --'�; °e�`rrpwn: J ROSOWSKI LAM]IG EXTRUDED ROLLED O p�,: Ill 107oTECHNOLOGYDRNE WINDOW EXTRUSIONS 72 BEADING O SCREEN FRAME 91 SCREEN FRAME i�iT�s••,•e(ORIOP,,••���� VENICE,N. X75 : Dob: /01YAL 't%%% SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 111111111111 Parwuelwm.lda gad"�ah - scare: shoo: Orow4p No. Rer. A.LYNN MILLER,RE. ALRaarle PESERVIM SH-5500 . NTS 11 OF 13 MD-SH5500-01 B P.E#58705 CERT.OFAUTH.t=98 SILICONE HOT-MELT BUM TABLE 12: TABLE/2.CONT: STRUCTURAL Bill of Material Bill of Material,cont SILICONE STRUCTURAL FOAM 3/16°NOM. # Part# Description Material # Part# Description Material POLYISOBUTYLENE 1/4'NOM. WITH DESICCANT Willi 101 Single ung Frame Head&Jambs-J-Chan PVC 45 720197 Auto Mechanism Steel DESICCANT 2 620102 Single Hung Frame Head&Jambs-Flange PVC 46 72019B&9 Sweep Lock Cast Zinc EXT GLASS EXT.GLASS 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 720195&6 Aute Lock Cover Assembly Cast Zinc i 4 620104 Single Hung Frame Hand&Jambs-Equal Leg/Box PVC 48 76X1180PTX#6 x 1-1/8'Ph.FH SDS(Auto and Sweep Lock Screw) SS 5 620105 FREE Frame Sill-J•Channel PVC 49 720200 Auto and Sweep Lock Keeper Cast Zinc 6 62011]6 SHlDH Frame Sill-Flange PVC 50 776X34PPA #6 x 314"PH.PH SDS(Keeper Screw) SS INT.GLASS INT.GLASS 7 620107 SH/DH Frame SIII-Fin PVC 51 420181 UR Beveled Till Latch Comer Key PVC 8 620108 SH/DH Frame Sill-Equal Leg/Box PVC 52 420182 UR Pull flail Tih Latch Comer Key PVC KODISPACE SUPER 14 620131 Fixed Meeting Rail PVC 53 7634PHFL #6 x 314"Ph.FH SDS(Come Key Screw) SS 78 4SG TPS SPACER®NXT`ry 18 820129 Sash Ralf(Sides,Top&Bottom) PVC 54 420183 Till 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 6005 T5 Al 57 420186 Plastic Tilt Latch Finger Pull PVC REINFORCEMENT POLYISO- DESICCANT FILL AREA 20 620144 Pull Rail interlock Cover PVC 58 720192 Metal TiR Latch Finger Pull Cast Zinc BUTYLENE 5116"NOM. 21 620157 Beveled Interlock 6005 T5 At 59 420180 Phot Bar Comer Key PVC 5116"NOM. SEAL 22 620145 Beveled Interlock Cover PVC 60 720206 Pivot Bar Ss BUTYL& SILICONESEAL 23 820150 Light Sash Relriforcer0ent 6063 TO All B3 720191 Sash Pull Handle Cast ZirIC DESICCANT ROLL-FSTEa ORMED 25 620152 St Sash Meeting gRallReinforcement 6063 T5 AI 64 734FP Sash Pull Handle With Latch Assembly CastZinc FOAM STAINLESS 26 620153 Standard Meeting Rail Reinforcement 8005 T5 AI 65 7834FPT #8x314"Ph.FH SDS(Pull Handle Screw) SS �'GLASS 27 620154 HD Meeting Rail Reinforcement 6005 T5 AI 66 420188 Bottom Latch Strike Plate Cast Zinc EXT.GLASS 30 61644 Weatherstrip,.187 x.270"Fin Pile 67 978588 08 x 518'Ph.FH SMS(Strike Plate Screw) SS 31 6Q300 Weatherstrip,.190'x.300"Foam Bulb Flex PVC 72 720135 Laml I.G.Bead PVC 32 61719 Weatherstrip,.187'x.220°PolyPlle 74 Backbedding,GE 7700 or Dow 791 Silicone 1�GLASS INT.GLASS 33 61825 Weatherstrip Plug,.220'Flnseai 75 71646N Setting Block(7/8"x 1"x 118"),85+1-5 dura. EPDM DURASEAL® XL EDGETm 35 76X1MTTT #8 x 1"Ph.PH SDS pntedock Mounting Screw) 80 61012 F_xbuded Screen Frame Alum O 0 36 78X31HPX 08 x 3"Ph.PH SMS(Meeting Rail Screw) 4108S 81 81011 Roll-Formed Screen Frame Alum SPACER SPACER 37 71669SP Meeting Rail Screw Support Plate 6063 T6 AI 82 7CKGLB21 Screen Come Key for Extruded Frame X4 PVC 38 720210 Weep Hole Cover PVC 83 47042 Screen Comer Key with Pull Ring X 2 PVC 40 720X0000( Constant Force Balance 84 47041 Screen Comer Key Without Pull Ring X2 PVC 41 #8 x 314"Ph.FH SMS(Con.Force Balance Screw) SS 85 7CASPM Tension Spring SS 42 Spiral Balance 86 618161348 Screen Cloth Fiberglass 43 720205 Spiral Balance Shoe Nylon 87 61635!61614 .140"Screen Spline(Machlnel land Roiled) Vicryl 44 78X114FPAX#8 x 1-114"Ph.FH SMS(Spiral Balance Screw) 410 SS P art Description Material PRODUCT ghhREVISED es complying with d>e FFarlda Kommeding 4SG TPS Spacer System 1i i I I!! Att�allo 1 -DWSO.og Quanex Super Spacer nXr with Hot Melt Butyl See this F n Data �1D Sheet Ave �o` _ovi LY ,,� ayQuanex Dureseal Spacer Metedals `���'.' �tOENSF �(( r~;rte 0 aaoP-WducrCardinal XL Edge Spacer REFERENCE TEST REPORTS:FTL-8717,8968&8970 z*: No.58705 : 111•: ® � Q e BILL 11noTEcHNOLOGYDmvF MATERIAL(BOM) J ROSOWSKI O� STATE OF N.VENICE.FL 34275 �i,� '•• DA1DP.•'•���� (941N9D•teoo nw' 05 NOTES: ��+� SINGLE HUNG WINDOW INSTALLATION-LM 05!15/15 !!!!r r r l 11\1 1ALL ROM DER Sorhr/Yoa•I. Sean: Sitwt Dnrh!9 N0. Rrrr. 1)PVC BY ENERGI WINDOW AND DOOR PROFILES,LTD..TO BE LABELED FOR AAMA EXTRUDER CODE. A LYNN MILLER,P.E. SH-550O NTS 12 OF 13 M D-SH5500-01 B 2)ITEMS#9-13,15,24,28,29.34,39,81.62,68.71,&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL p,Ey Stir CERT.OF AUIH.679288 OPT,SWEEP LOCK 48 � �yga1 OPT.AUTO LOCK y 20 vJf v 47 j 57 OR58 48 i O 51 OR 52 ! 1 85 -9 55 p i 45 OPT.PULL RAIL i 22 82 ORO 19 INTERLOCK& COVER 6 O 87 p ���JJJJ g I 88 \ O IA `•` 35 OPT. 1 �• 21 BEVELED MITERED FRAME WITH INTERLOCK { INTERIOR AND EXTERIOR 18 o &COVER/—INTERIOR FRAME WELDS O b4 n X4 i i`••• n X4 18 53 80 OR 81 50 A* 1a iDBtst - - ,`- SCREEN OPT.PULL HANDLE ASSEMBLY �d 64 WITH LATCH DETAILS 41 ° CONSTANT FORCE `:` t p �J 16 OOR 83 •a• BALANCE ,fr/ _ OR •� OPT.PULL 42 43 SPIRAL-BALANCE HANDLE `J p 83 67 1 18 �. MITERED FRAME WITH P SASH INTERIOR AND EXTERIOR ASSEMBLY FRAME WELDS es 3a DETAILS EXTERIOR "� 53 —. 5 - 'No 1 `.,'�•_-_-- Y�..� T7q�HES TO BALAAICE [tt;v1 as mmPIYLaB udth the FI ' 553 LL-_ Baild'mg Code Accinfione No 17- : pg •.� —__Rovia/on: igaOa Daft tSob ASSEMBLY ® ��.��CNY LYNiy '/ DETAILS WcIsm doPmducl Co �'• *: No.58705 D-Cffpfion: Drawn BY EXTERIOR 1070 TECHNOLOGY DRIVE EXPLODED ASSEMBLY J ROSOWSKI 1 � NOTES: \•• OF �� N.VENICE,FL 34276 7wv. Oab:�•, ' ' ORtP"'' �' (�1 1SW SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 1)SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. ass C9���` 2)J-CHANNEL FRAME SHOWN,PARTS#1&5.OTHER FRAME TYPES APPLY. ��NAL1 Pm walLSlRaeso I�NCw O9�y Scala "eat Drorhlp Na Rav: 4)use EITHER SASH TOP LREINFORCEMENT OCKS OR SASH BOTTOM LOCKS.DETAILS ON SHEETS 6&7 A.LYNN�ILLER P.E. `RI""� SH-5500 NTS 13 OF 13 MD-SH5500-01 B P.F-#58705 CERT.OF AUTH.#29298