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Florida Building Code.Online Page L of 3 • t� 777, h BCIS Home I Login US?rr(eg-ii[ratim [ Hot Topic Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links > Search t . Product Approvif z" 3 USER:Public User r Prodett rove Menu>Product or Aoolicatinn Search>A i ili.ation List> ation Detail # FL239-R25 Application Type "i Revision Code Version 2017 Application Status Approved pproved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments •t.,.� ''i 1i. ,Archived r- - J. Product Manufacturer,1{tr'r;Y i' PGT Industries L Address/Phone/Email 1070 Technology Drive North Venice (941)486-0100 Ext 22318 ._: druark@pgtindustries.com Authorized Signature - Jens Rosowski jrosowski@pgtindustries.com Technical RepresentativeJens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email - - Category i' nHung Subcategory r Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year,t-)f Standard) Stan mrd_ Year i•"0'``•Y'�`• TAS 201,202,203 1994 Equivalence of ProdudStandards� Certified By Product Approval Method j Method 1 Option A Date Submitted _ 12/08/2017 Date Validated 12/20/2017 Date Pending FBC Appr9,al1;. Date Approved 12/25/2017 7:.4 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ.wtDquS 1 Bu8CAEmB... 3/9/2018 Florida Building Code Online - ` Page 2'of 3 4 Summary of Products FL# Modelr Number or Name Description 239.1 SH-'.200(Non-Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate ' Approved for use in HVHZ:Yes FL239 R75 C Ca,._17u Q-C-od,( Approved for use outeide"HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No...'." 09/01/2021 Design Pressure:N/A - Installation Instructions i Other:Please see Mlarni-Daae County Notice of Acceptance(NOA)for FL239 R25 11 17063002.Ddf product performance:.iriforrmation,°anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER ' size,and spacing inforiiiafiori Created by Independent Third Party: Evaluation Reports ' Created by Independent Third Party: 239.2 $H-600(Non-Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL239 R25 C CAC 17063007,ndf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date i Impact Resistant:No 01/26/2021 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 F125 71 17063007.odf 1 product performance inforniatic6,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing Information; - Created by Independent Third Party: Evaluation Reports 1' Created by Independent Third Party: 239.3 ,_ 511._;.700(Large Missile Impact) Aluminum Single Hung Window Limits of UseCertification Agency Certificate Approved for use inHfHZ:,Yes FL239 R25 C CAC 17063008.odf ' # Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:fes_• 03/26/2021 Design Pressure:N/AInstallation Instructions Other:Please see M6,Fni-bad'e County Notice of Acceptance(NOA)for FL239 R25 II 17063008.odf product performance I forrmation;•anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing Inf6rffiki66� Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: I 239.4 SH.:-S00(Large Missile Impact) Multi-Story Alurninum Single Hung Window Limits of Use Certification Agency Certificate i Approved for use in HVH2f:YC5 FL239 1225 C CAC'17063003.odf 1 Approved for use outside'HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/03/2022 Design Pressure:N/A Installation Instructions Other:Please see Miami=66de County Notice of Acceptance(NOA)for FL239 R25 11 17063003.od` product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing informatlon" Created by Independent Third Party: Evaluation Reports Created by Independent Third Parry: 239.5 0H_=;800(Small Missile Impact) Multi-Story Aluminum Single Hung Window Limits of UseCertification Agency Certificate Approved for use 16AVHZ:Yds. FL239 R25 C CAC 17063004.odf Approved for use 6y44di HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes, 05/03/2022 Design Pressure:N/A:.: Installation Instructions Other:Please see MlairIkWde County Notice of Acceptance(NOA)for FL239 R25 ii 17063004.od` product performance•,W610 rtlatiori;"anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing infofmafion. Created by Independent Third Party: Evaluation Reports Created by Inaependent Third Party: 239.6 SH-5400(Non-Impact) Vinyl Single Hung Window i Limits of Use -- Certification Agency Certificate Approved for use In HVHZ:Ye. FL239 R25 C CAC 17063006.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 07/30/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami'-bade Sounty Notice of Acceptance(NOA)for FL239 R25 11 17063006.odf product performance infdririation,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing informafidi., Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: i 239.7 _ SH-5500(Large Missile Impact) Vinyl Sin Limits of Use ',;,.t r ificatioe Agency Certificate Approved for us: :res FL239 R25 C CAC 17063005.odf Approved for use of iWd'e HVHZ:Yes r A surance on iratio e Impact Resistant:Yes Design Pressure:N/A,,, Installation Instructions Other:Please see Mlaml=tiatle'CGunty Notice of Acc tante(NOA)for FL239 R25 II 17063005.odf product performance IA&rhatloril anchorage details,a chor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. e4hy.-Ind Evaluation Relk"ts I Created by Indapehdent Third Party: Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 phone:850-487-1824 The State of Florida is an AA/EEO employer.Cooyrioht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Rerund Statement Under Florida law,email addressesam public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be'�sed:Por orticlal communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department wi4"n email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. SW - http://www.floridabuilding.org-'C,.,,!�t;,�;;app_dtl.aspx?param=wGEVXO'wtDquS I Bu8CAEmB... 3/9/2018 MIAM111 MIAMI-RADE COUNTY g PRODUCT CONTROL SECTION DEPARTMENT OFREGULATORYiAND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMI11,gST RAT�3ON DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/econo ny PGT Industries,Inc. 1070 Technology.Drive North Venice,FL 34275 : SCOPE: This NOA is being issued; index the applicable riles and regulations governing the use of construction materials. The documentation,;si bmitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section;td=tie used in Miami Dade County and other vi eas where allowed by the Authority Having Jurisdiction(AHJV " This NOA shall not be va,id;'aftp 'the expiration date stated below.The Miami-Dade County Product Control in areas other than Miami Dade Cour reserve the right Section(In Miami Dade�Goun�ty),an. d/or the AHJ( County) to have this product or matdial,,tested for quality assurance purposes,:.lf this product or.material fails, o perform in the accepted manger;`,the manufacturer will incur the expense of such testing and the AHJ "Iff immediately revoke, modify :orsuspend 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 o to meet the requirements of the applicable building code. This, product is appy ed as';'* i ed he;pin, d has been desigaed'to comply with the Florida Building Code,including th igh V le o-City Hurricane Zo DESCRIPTIO : Series`.`Sll-'S�00"PVC Si le Hung Window—L.M.I. •'r APPROVAL DO UMENT-,Qrawin MD-SH5500-01 titled"Single Hung Window Installation- LM",sheets 1 throug ; ,` . e 05/15/15,with revision B dated 06/06/17,prepared by manufacturer, signed and sealed by Antkgy_Lynn Miller P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptan u expiration date by the Miami-Dade County Product Control Section. ' f' MISSILE IMPACT R A .,,,:Large and Small ssile Impact Resistant LABELING: Each unit shal Dear a permanent 1 el with the manufacturer's name or logo, city, state, model/series, and followine' s'tate nt: "Mia de 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,Qlding code negatively affecting the perfoft Ance of this product. TERMINATION of this NOA,swill occur after the expiration date or if there has been a revision or change in the materials, use, and/oi:niantifacture of the product or process. 1Vli,;use of this NOA as an endorsement of any,product, for sales;'a'dVert ing or any other purposes shall autorratically terminate this NOA. Failure to comply with any sectioil'of�thig.NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: T 6 N6A. number preceded by the words Miami-Dade County, Florida, and followed by the expiration date1may be displayed in advertising liteiature. If any portion of the NOA`is displayed,then it shall be dofiit its entirety. " INSPECTION: A'copy df-,this entire NOA shall be provided to the user by the manufacturer or'its distributors and shall be aveil`atie.for inspection at the job site at the request of the Building Official. This NOA revises NOA#16-0'.14.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned,above. The submitted documentatiogwas reviewed by Manuel Perez,P.E. NOA No. &MIAMMIDAIE'COUNTY ;. 2020 Expiration Date: my 30, rp Approval Date: Novem 1 / D1f / Page I t's, PGT Industries,Inc. NOTICEbV-,ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519.05) 2. Drawing No:`Nffl-SH5500-01 titled "Single HungWindow Installation - LM", sheets 1 through 13 ;of 13, dated 05/15/15, with revisioi B dated 06/06/17, prepared by manufacturer,,-signed and sealed by Anthony Lynn Miller,P.E. B. TESTS I.' Test reports`on:'il Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94. Large Missile Impact Test per FE,C, 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 fxed,wind.ow and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system;Durasealo spacer system, Super Spacer®NXTTM spacer system and XL Edger-" spacei system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test .:Rduorts No. FTL-8717, FTL-8968 :and FTL-8970, dated 11/16/15, 06/07/16 an'd, 06/02/16 respectively, all signed and s:,aled by Idalmis Ortega, P.E. (Submitted udder previous NOA No. 16.0714 03) 2. Test reports(owI)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test;Loading per FBC TAS 202-94 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 FISC,TAS 201-94 6) Cyclic Wind Pressure Loading poi-FBC,TAS 203-94 along wi(h mar&Fd-up drawings and installation diagram of a series 5500 PVC single hung windti*i repared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-7964,'dat1.d 11/15/14,signed and sealed by Idalmis Ortega, P.E. (Submitted'e rder NOA No. 15-0519.05) 3. Test reports bn: 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 withmar:{ed-up drawings and installation diagram of a series 5500 PVC single hung window;lprepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7966, dated 08/21/14, signed and sealed by IdEdmis Ortega, P.E. (Submitted undep NOA No. 15-0519.05) 6 C. CALCULATIONS: :t 1. Anchor verification calculations and structural analysis. complying with FBC 5th Edition (201;4);:dated 05/15/15 and 08/29/17,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under NOA No. 1S- 9.05 F � f1p Manuel erez,P.E. Product ControkLx iner NOA No.17-0630.05 Expiration Date: July 30,2020 r, Approval Date: November 30,2017 Ise ,s PGT Industries,Inc. NOTICE ®':ACCEPTANCE: EVIDENCE.SUBMITTED C. CALCULATIONS,(coliTINUED) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade,vepartment of Regulatory and Econoit;ic Resources(RER). E. MATERIAL CERTIFICATIONS(CONTINUED) 1. Notice of•Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their . "Trosifol®.Ultroclear, Clear and Color PVB Glass Interlayers"dated 01/19/17, expiring a0.074%8/19. 2. Notice of Accepfmce No. 14-0916.11 issued to Kurraray America,Inc.for their "SentryGibis� (Clear and-White) Glass Interlay�ts"dated 06/25/15, expiring on 07/04/18. 3. Notice of AJ61ptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their"White Rigid PVC Exterior Extrusions :Ici Windows and Doors"dated 08/10/17, eXpUing on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENF',RGl Fenestration Solutions USA, Inc. for their'Bronze and Lighter Shades of Cap Coated White Rigid PVC Exteriorxtr is for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 5. Notice of Accelitance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc, for tlieir'�,ET-formance Core Rigid PVC Exterior Extrusions for Windows and Doors''z3 d'd 09/15/16, expiring on 04/16/20. J I A, F. STATEMENTS 1. Statement letter:cif conformance, complying with FBC 5th Edition (2014) and FBC 611h Edition'(237), dated June 22, 2017, issued by rlihr_ufacturer, signed and sealed by Anthony Lynn LAliller,P.E. 2. Statement 1etter of no financial interest, dated June 2, 2017,issued by manufacturer, signed and seai6d by Anthony Lynn Miller,P.E. 3. Proposal issu6di ly Product Control, dated 6/26/14'and revised on 8/19/14, signed by Jaime Gascon, ':E. Supervisor,Product Control Section. (Submitted didr&NOA No. 15-0519.05) 4. Proposal N6`46t0125 issued by the Product Control:Section, dated March 09,2016, signed by' sl7agl',handa, P.E. (Suhmitted uncles-previous NOA No. 16-0714.03)' ; l G. OTHERS 1. Notice of Aeeeptance 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 gxpiring on 07/30/20. :?. : 19 0 Manere P-E. Product Co!rel E miner NOA No. -0630.05 Expiration Date: July 30,2020 Approval Date: November 30,2017 i?. ._ E-2 ANCHORAGE ANCHORAGE EXAMPLE DESIGN PRESSUR�RAIINAC ATING EXAMPLE FOR 28-7/8'MAX.O.C. 21-5/8" FOR ARCH-TOPRAOIUS•TOP _ 54°MAX.BUCK WIDTH MAX.O.C. HEADER(SIM.FOR ALL VARIES PER REINFL MISSILE HEADER(SIM. 12"MAX.FROM 30" 12"MAX / INDOWTYPES) LEVEL,SEE SHEISTANT FOR ALL FRAME SEAM B,SEE" ~4 MAX.O.C. f WINDOW TYPES) / SHEET 3 ���111 1 l 52-1/8"MAX.BUCK WIDTH 10"MAX.FROM VIII SEE SHEETS 1-1/4' A.SEE r._. __-., / FRAME SEAM D,SEE-_I_ 8&9 � . B.SEE l,�30'MAX.O.C. SHEET 3i FIXED VISIBLE 12MAX111 --1- 12"MAX. SHEET SHEET3 1 ~-I LIGHTWIDTH B,SEE�.-_-I•�30'MAX.O.C. 12"MAX. C.SEE SH S 3i I I 12•; FIXED SHEET3 SHEET 4+ EQUALLY I I VISIBLE �- A,SEE'-- - -I-) 12"MAX.SPACED I / QUALLY / 17-7I8' C. AN PER LIGHT 17-718"MAX.O.C. SHEET 31 f_ HEIGHT EQUALLY SPACED I TABLES 911 -L I I 77-718"MAX.O.C. A HORS PER I 91.78' SPACED TABLES 917 I MAX. ANCHORS PER 1 I Q I I I ! BUCK TABLES 911 L j 6 BUCK 1 B4 I GHT HEIGHT MAX. S SHOBWN _ 10"MAX.0; :_.MAK z X I L., l J - 100 C HEIGCHT A ' X EIGHT = _ h I - MAX.) 1 ,_� C. r /-SASH• EOOALLY. . EQUALLY. I EQU _ i O _ _ SPACED _ SEE _ _ ��_ SPACED -I1 - _L.. - :....-SPACED. VISIBLE . aT} LIGHT •'. ' =ANCHURS PER 1 1 1 SHEETS I / ANCHURS PER I // ANCHORS PER I TABLES 9,1 I I 1 8&9 C TABLES 911 A l TABLES 911 I / HEIGHT A 1 1 A 1 1 1 I ' 6-1/Y MAX. t N 6-112"MAX 1112'MAX.NO ANCHORS AT SRL -_ JNO ANCHORS AT SILL _ _J NO ANCHORS AT SILL 1 D -J SEE SILL WEEP- NOT --J B -'--- } SEE SILL WEEP- B �I SEE SILL WEEP- SEE LL F3- SASH VISIBLE Ir NOTCH DETAILS, �-•- 54"MAX.BUCK WIDTH -� NOT D AILS, LIGHT WIDTH _�I NOTCH DETAILS, 54"MAX.BUCK WIDTH �1 `S�EET TCH DETAILS, SHEET4 SHE l°3 SHEET 3 ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME ELEVATION FOR TYP.EQUAL LEG FRAM ELEVATION FOR TYP.FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURAT SHOWN WITH ORIEL/PROVIEWCONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN 75"HEIGHT SEE TABLES 4-11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENE L NOTES:SERIES 5500 IMPACT RES ANT SINGLE HUNG WINDOW 1)THIS PR DUCT HAS BEEN DESIGNED 8 TESTED TO PLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). GENERAL NOTES.................................................1 2)SHUTTER RE NOT REQUIRED WHEN USED IN -BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. ELEVATIONS......................................................... 1 3)FOR MASO Y APPLICATIONS IN MIAMI-DADE UNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, FRAME,GLASS&ANCHOR OPTIONS.................2 ASTM C90 CONC E MASONRY UNITS AN NCRETE WITH MIN.KSI PER ANCHOR TYPE. INSTALLATION,FLANGE&EQUAL LEG/BOX.....3 4)ALL WOOD BUCKS CK 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 1-1/2"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 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USEANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INST.ANCHORS ANCHOR QUANTITIES......................................... B-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: - - - - - -- CODES/STANDARDS USED: i - _ .A:NEGATIVE DESIGN LOADS BASED ON STRUC CYCCc TEST;NG AND GLASS PER ASTU.E1300. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PEF!ASTM E1300. I •2017 FLORIDA BUILDING CODE JFBC),6TH EDITION C.DESIGN LOADS ARE BASED SE ALLOWABLE STRESS DESIGN,ASD. •2014 FLORIDA BUILDING CODE(FEC),STH 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 E130a09 , 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:NTO CONTACT WITH OTHER •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION FROD(la I REVISE DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. -ALUMINUM DESIGN MANUAL,ADM-2015 rith the Ftorida 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 'Bt�PIno& 10)REFERENCES:TEST REPORTS FTL-7964&7966:ELCO ULTRACON NON ELCO CRETE FLEX NON ELCO AGGRE-GATOR NON ENERGI WINDOW AND DOOR PROFILES,LTD WHITE&BRONZE/LIGHTER B�nl Pi&Code •Alsc3sato AcuP;n.,aeNo I?. c. SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSVAF&PA NDS&ALUMINUM QBEIION MANUAL C 'a' Date 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. ` Y LYN ///i Revision: USER IN �..........F'Q�/�; UPDATED TO FBC 2017. -JR- B;.um; a�,,,�„�c C�. E' s 06/06/17 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. it'•� 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM-i ABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS, �•58705 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN _ De fp8on: D;—By: PRESSURE FROM TABLES 4-8.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW =_'•O : Q'` 1070TECHNOLOGYDRNE GENERAL NOTES&ELEVATION J ROSOWSKI OPENING OBTAINED IN STEP 1. 'A E' '�'• -- N.VENICE,FL 34275 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11.VERIFY THE ANCHORISUBSTRATE WILL MEET REQUIREMENTS FOR O,�'., S TE (v. TiVe: 0°t°: YOUR OPENING'S CONDITION FROM T'ABLES2OR 3.AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. i��s•.,R(ORID®'.•'•G\?� (�1}4Ba1B00 SINGLE HUNG WINDOW INSTALLATION-LM 05%15/15 5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. // S�ON1AL11 EN� PCTPmU9R8E8.INC, Serfea/Modal: Scale: SheeS Orarirtg No. Rer. NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J•CHANNEL,FLANGE, q,LVNN IAilLER1P.E. ALLa�HisaESERvt:n SH-5500 NTS 1 OF 13 MD-SH 00-01 B INTEGRAL FIN OR EQUAL LEG/BOX). - P.El 58705 - `CERT.OF AUTH.#29296 - TABLE 1:ALLOWABLE GLASS TYPES Glass Description(Dated from Exterior to interior) Design Presstm Glass Frame Table# Sheet# Types options Co Shapes instailatl0 ptlonsthatmaybeu • (see Fig e e e Fig A) (se¢Fig G) 5 8'Laminated LG:118'A Exterior Cap+7/18`Air Space+5/16'Laminated;(2)Utes of 1/8"A Glass with.,090°PVB intedayer 4,5 6 7/8'Laminated I.G.:116'T Exist Cap+7116°Air Space+5116'Laminated;(2)Utes of 118"A Glass with,090'pVB Interlayer 4,6 6 ....into 2X Wood Frame/B�k,strip-sheat 3,option Equai-IJte, Square/Rect., 7 7/8'Laminated I.G,:.3116'A Exterior Cap+318'Air Space+5/16"Laminated;(2)Utes of 1/8"A Glass with.090"PVB Intedayer 4,6 6 Fianga Through the frame..-.into Concrele/CMU-st 3,option 2 (#2) 5-16 aeitPratiew Arch Top 8 of the vrindoW.:':::. 8 7/8"Laminated LG. 311fi"T Exterior Cap+318'Air Space+5116'Lemineted;(2)Liles of 1l8'A Glass with. PVB Interlayer 4,6,.. 6, Cottage of ....through 1X Buckstrip increte/CMU-sheet 3,opt'n 9 718•Laminated LO.:718"A Exterior Cap+7116'Air Space+&16'Laminated;(2)Utes of 1/8"H Glass with.090°SG Interlayer 7 7 ....into Metal-sheet 3,option 4 10 7/8'Laminated I.G.:118"T Exterior Cap+7/16'Air Space+5116°Laminated;(2)Liles of 1/8'H Glass with.090'SG Intedayer 7 7 ....into 2X Wood Frame/Buckstri -sheet 11 718'Laminated I.G.:3116"A Exterior Cap+3/8"Air Space+5116•Laminated;2)Liles of 118°H Glass with,090•SG InfeIntedayer er 7 Equal-Leg 5-16 Or Coitagew Radius Top ;l irtrill 01e window....,- � -CMU- he3,option 2 1 Y 7 7 thhr-�h9XBuckstnp P _shoe_ _ 12 7t8'Laminated I.G.:3116"T Exterior Cap+3t8'Air Space+5118'Laminated;(2)Utes of 1t8°H Glass with.090'SG Interia er Concrete/CMU-Sheat 3,option 3 13 7/8'Laminated I.G.:118'A Exterior Cap+5176'Air Space+7116'Laminated;(2)Lites of 3116'A Glass with.09D"SG Interlayer 8 7 ,,..into Metal-sheet 3,option 4 14 7/8'Laminated LG.:1/8'T Exterior Cap+5116"Air Space+7116'Laminated;(2)Lites of3/18•A Glass with.090^SG Interlayer 8 7 Though the ....into 2X Wood Frame/Buckstrip-sheet 4,option 5 15 7181 Laminated I.G.:3116"A Exterior Cap+114'Air Space+7116"Laminated;(2)Utes of 3/16'A Glass with.090"SG Intedayer 7 7 J-Channel Equal-Lite, Square/Rect.,integral fin...... ....into Metal-sheet 4,option 7 .. P i/ ,of 3116"A Glass with.090"SG Inteda er #1 5-8 OrieBProview Arch-Top& ,,,,into 2X Wo d Frame/Buckstri ". 18 7/8 Lerrlineted1G.:;3116"TExteriorCe + 4"Airspace+7116 Laminated:(2}Utes Y 7-:,r 7-,v„.. ( ) &Cottage- �FedfusTop,Through the frame p-sheat 4,ophon6 TAB'_-2ALLOWABLE.9UCHORSTHROUGH_THE FRAME �' ': I r i• - 4,opllon8" Willi ._ ,:-_. of the into Metas-sheet .Min d c-. I r`; _. 4 ref. r. -._., •E 9t' MIn. ,. . 8 5 tQ?,,N 7 BE USED iN qt ¢ Square"JR¢ct.;Tniough the_ _,.}.foto 2X Wood FramelBuckstdp-sheet.4,;opgom5 - I f Group Cast. Er„na sgi+stAeR THE H\M?ABOVE "n In(egrat Fin I ,. r integral fin .. Into Metal-sheet d,option 7`' I ,...�.._. ` .Embedme'nL` +a ! .S,•_ :, iS.c.,: .;I r -/,ti,.„3 ... IIx oltagev� An•6 p6. .. ': .. Tlrroir h the ...i..to 2XY1'ood Frame/Buckshl P.T.SouthemPine($G 0. 5j 7/16" 1.318° 8• -Rads 7ap�=.__9i frame _ P-sheery - ofthe window...... .... .' .. . #10 SMS 'MIN.OF 3 into Metal-sheefd,option 6 (steel,18.8 S.S. StudStee, 653 3t8' O.QSQ" THREADS Steel StUtl,A653 Gr.33' 318° 0,0451'(18 Ga.) CIV RA CONFIGURATIONS FIGURE B:FRAME TYPES Or 410 S.S,) BEYOND THE 'A'=ANNEALED A Aluminum,606375• 318" 0.050" METAL P.T.Southem Pine(SG"0.55) 7/16° 1-318' SUBSTRATE. - 1 3 'H'-HEAT STRENGTHENED T=TEMPERED 3/16"steel Utracon Concrete(min.2.85 ksi) 1" 1.318' 'PVB"=.090'TROSIFOLGPVB Ungrouted CMU,(ASTM C-90 2-112" 1-114' 'l VALUES / BY KURARAY AMERICA,INC. ) CMU'VALUES#12 SMS RT,Southem Pine(SG=0.55) 9/16° 1-318' MAY BE USED amp 'SG"= .090"SENTRYGLASO Steel,A36• 318' 0,050" FOR GROUTED //1/ J-CHINTERLAYER BY KURARAY (sieel,18.8 S.S. CMU // AMERICA INC. or 410 S.S.) Ste¢I Stud,A6b3 Gr.33* 318° 0.0451"(18 GaJ APPLICATIONS. 8 Aluminum,6063TS` 316' 0.063` EORIEL COTTAGE 114'steel Ulbacon P.T.Southern Pine(SG=0.55) 1" 1-318° 1/4'steel Cril P.T.Southam Pine(SG=0.55) 1" 1-318' FIGURE C:FRAME SHAPES 1/41 steel Aggre-Gator P.T.Southern Pine(SG=0.55) 1" 1-318^ -. BUCK WtDTHI- -yI BUCK WIDTH(-- BUCK WIDTHS-+- F'tANGE BOX OR EQUAL-LEG 714'sleet Uitraeon Concrete(min.2.85 ksi) 1° 1-3/4' -- - r--- ------, - •-----, - C Ungrouted CMU,(ASTM 490) 2412` 1-114' 114"steel Cretegex Concrete(min.3.35 ksi) 1" 1.3/4' Steel,�/ T 1 MatScmw 92 ksi Min Fu ee Ultracen trete(min.2.85 ksi 2-1/2" 1-3/4' w w = w 4ksi e min.3.35 koi; 2-1t2" 1-314" _ = G r - 1&8 Screw 60 kei 95 ksi �11�'ateel'C.s!eflax' ( - ----r I u , i _ U / w#j 410 Screw go ksi 110ksi i .- naiad GMUi,(AaT1,x f:50) 2-112' - 7-1/;' t i = t /./ r. / W i . ... .. �•� ., w" w ,a' 57 kei 96 ksf Concrete m+ . 1-112' _ < 1/4'steel Aggro Gator K ( ) i^ 1 .I' Etco UltraCon® 155 kei 777 kei Grouted CMU,"ASTM C-90 2° SS Eleo CreteFlex® 127.4 ksr RECTANGULAR RADIUS-TOP ARCH-TOP 470 189.7 lull 606375 AIumirwt�_ 16 kar 22 ksi TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRALFIN WINDOW SHAPES AS ABOVE OR SIMILAR ARL APPROVED,SHAPES MAY BE USED A36 Steel 36 ksi 68 ksi PRODUCT REVISED ' BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES Gr.33 Sleet Stud 33 ksi 45 ksi es cnmetyng willdw FSwids Group Anchor Substrate Min Distance Edge Min. AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 6.10. 9uildsag Coda Embedment r r Lo ldaoi C E 2-112'x.131'Common Nail P.T.Southem Pine(SG=.55) 3/8° 2-7/16' ,`�\�tY LY NA' 1 r/� Revision x irai a Dnto 2.112"Ring-shank Roofing Nail P,T.Southern Pine(SG=.55) 318" 2-7/16 �` ��`•'' ANCHORS RE-GROUPED. °y: • 7,1C �C• (�;, Mmm Dede Product Corer P.T.Southam Pine{SG=.55} 112' 1.3x8" tr? '.,4s=. -JR-06/06/17 #10 eel,Trusi head SMS Aluminum,6063-TS' 318' 0.050" No,58705 {steal,18-8 S.S, =1F or 410 S.S.) Steel Stud,Gr.33' 318^ 0.0451'(18 Ga.) - - Description: Drvrn g}c F Sleet,A36* 3181 o.oso° "� 6 1070 TECHNOLOGY DRIVE GLASS/ANCHORS/FRAME OPTIONS .l ROSOVdSKI P.T.Southern Pine(SG=.55) 9116° 1.3/8° 'MIN. D 3 �Ap'• TE O � ',ttl� N.VENICE,FL 34275 #12 SMS THREADS �/: Aluminum,806375' 318^ 0.063" BEYOND THE �';�•':FLORIDA.•'• 1 � (941}480-18� 71tla: natr: (slor410S.S.) Steel Stud,Gr,33• ale^ 0.050" METAL '%,SS�O••• ��C?�.` copy aMaza,r SiNGLE HUNG�WINDOW INSTALLATION-LM 05115/15 Steel,A36 318" 0050" SUBSTRATE. itltflNA)-{{11111 AMwGMKil p Series/Mcdefr Sole; SteeC Dmwfngtrio. Rer, ., . A.LY1,14'4LLER,P.E. CERT.OFAUTH.#29296 SH-5500 NTS 2 O 13 MD-SH5500-01 B ' � " "' P.E.#5ai05• . INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION s HORED THROUGH FRAME FiOtJ6 AME AND 1X INSTALLATION DIRE Y INTO CONCRETEICMU. BUCKSTRIP INTO ONC U. OPTION 1 - EDGE DISTANCE SEE NOTE 2,TH EET. EMBEDMENT ANCHOREDTHROUGH EDMENT FRAME INTO 2X WOOD - 114 SHIM 1g 114"MAX SHIM " FRAME OR BUCKSTRIP. i ' SAS VISIBLE17 SEE NOTE 2,THIS SHEET. EMBEDMENT EDGE ' 1 EDGE " C� 18' LIG N/1DTN DISTANCE FLANGE FRAME �L DISTANCE D _ __- SHOWN ° 4 BALANCE L - T PE VARIES � __1_ •" TYP.ANCHOR �JL� �I 1/4'MAX TYP. HOR TYPE, °- 4 ITH SASH -- - TYPE, SHIM EMBE ENT ,WEIGHT r 54 300 r/ AND EDGEEMBEDMEN r„�/ I EMB ANCHOR TYPE, EDGE_ a� / - DISTANCE PER v EMBEDME PEI AND EDGE DIS PER I IRI 31 - _ DISTANCE PER SUBSTRATE, qE SUBSTRATE, SUBST TE, •` �' •--- jS NCE:SEE TABLE . :+=. SEE TABLE 2,SHEET 2 SEE TABLE 2,SHEE •• LXTERIOR 11 _ .Qll,h O 18 - 8�. I(n�l,\\ SHEET 2 - - 1 -- - I I FIRED (/ISIBLE; _ "' 1 r •J.. I _ \ y - ' -- T ., oofl 1J. .20 �OE GASH P ._... - - /I -: ,t• _.,FLANGE �2�� f LIFT RAIL 'FRARIE f J LEG/B LIGHT i J NOTES: SHOWN - BUCK VaIGiH FOR ALL WINDOWS: HEIGHT t ,ANCHOR @ 3.55" HORIZONTAL SECTION.A-A sHowN 1)USE ONLY 49 48 FROM END AND AT SUBSTRATE-APPROPRIATE ' -21 CENTER. I O 22 FOR WINDOWSANCHORS LISTED ON TABLE 2, OVER 36'WIDE: SHEET 2.FOLLOW EMBEDMENT AND DADE APPROVED MULLION.FBC COMPLIANT ALUMINUWSTEEL FRAMING OR STEEL STUD. 72 ! 0 ADD ADDITIONAL EDGE.DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLE 2 SHEET 2. SCREWS @16-3/8" INSTALLATION OPTION SHOWN MAY 14 45 46 47 FROM END. BE USED ON ANY SIDE OF THE 35• a FOR WINDOWS WITH WINDOW. 1/4"MAX. BOTTOM LOCKS: SHIM #10 OR#12 STEEL 1/4'MAX. BUCK O I� 16' ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLING SHIM HEIGHT USED INTO WOOD AS PER TABLE 2, \ SCREWS @ 8-318" SMS(G5),SEE 85 \ FROM END. SHEET 2.-1 ALL WOOD BUCKS LESS TABLE 2, DOLS 30 THAN 1-117."THICK ARE TO BE SHEET 2. SASH CONSIDERED 1X INSTALLATIONS.1X EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLYTO - HEIGHT SUBSTRATE.WOOD BUCKS 16 DEPICTED AS 2X ARE 1-1/2"THICK USE EITHER (W GREATER.1X AND 2X BUCKS L�'�� I I❑� OPT. 88 LI IIIJII LATCH OR ED SHALL BE DESIGNED (WHEN USED) E UAL 65 gq BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE Q I!:TERIOR I 81 31 30 -TESTED UNIT dv—- THE STRUL'?L'RE.WOOD BUCK FRAME n�� _ LEGBOX n ', , e.R'EEP f G.f I. r f LOCA11GN:6Sl0' Pbl,N AND"iki=T�:!Ai IC\IS THE SHOW,: /' II rr..�_ '" :RAME .n JI, t-N0 CHES AT rRO.m SASr,ENu. 'sFSPON5167Li7Y O,-":c u4riliVt[rt .. ' o -EACH END.�80 I I I L JI OR ARCHITECT OF k9CORD. C!I j EXTERIOR 8 I 11 1 66 3)VISIBLE LIGHT WIDTH OR HEIGHT ?_I�T�,LLATION fl INS_T?I_.L.T5ION (ALSO REFERRED TO AS DAYLIGHT vPTION 4 v OPT ION 4 PRODUCT REVISED 67 OPENING)IS MEASURED FROM as it ing hrdwith the Fkorida BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH A 'd-Codc EQUAL-LEGIBOX 1/4'MAX SHIM FRAME INTO METAL FRAME INTO METAL Aacp;:.nco No�! FRAME SHOWN �_L 11111111111 Ex irai Dale o + N N r� Reviabn: +`"N ...... N,y� �,� By 't••. LICENSE'•�(( Miam Dade Prodoe[ e•,:•I .27"X 1.25" NO ANCHORB (n WEEPHOLE REQUIRED IN VISIBLE LIGHT FORMULAS = �' '•� 2.87'F R @ 38 .• "° FLANGE OR No.58705 2.67'FROM EQUAL-LEG WIDTH proven W. EACH END. - "•; - Deseriptfon: FRAME SILLS @SASH:BUCK WIDTH-6-112" - @ FIXED LITE:BUCK WIDTH-4-3/8' ��Q , s� / ���` N.VENICE,OLOGYDRIVE FLANGE&EQUAL-LEG/BOX FRAMES J ROSDOWSKI 34275 HEIGHT(EQUAL-LITE) %,�+ '•.'4ORI D?..•• \ate (841}480.1600 Ti6e: BUCK HEIGHTYI-3.15!16' �i s "" G++ SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 VERTICAL SECTION B-B �.'111111100\\ "ONAL EN c�Rr°m„ 11/11 1 1 0\\ \ PGT Deus R m INC. SeHes/Alodel: Scale: Sheet Orvri�No. Rer. A.LYNN MILLER,P.E. A"RIGHTS F�s p SH-5500 . NTS 3 OF 13 MD-SH5500-01 B . - . •.- '. ...- . . P.E.#58705 CERT.OF AUTF1.#29296 I, i 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 Imo- EMBEDM.ENi NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. FIN INTO 2X WOOD FRAME OR �lolI 114•MAX SHIM 1/4•MAX SHIM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 16 - SHEET.- TYP.ANCHOR TYPE, I SASH VISIBLE 77 I'I � J-CHANNEL EMBEDMENT AND EDGE V I 01 18 LIGHT WIDTH�_�, (=I FRAME rI 1 DISTANCE PER SUBSTRATE, a (-J 1 1 I O ' EMBEDMENT SHOWN _ SEE TABLE 2,SHEET 2. V I --- - L� 1 -_ —� (SCREW SHOWN) ' 44 BALANCE � n � o TYPE VARIES �C�O• f-1/4"MAX SHIM 42 WITHSASHTYP.ANCHORTY EDGE C EMB DMENTANDPEDGE E. DISTANCE 30 ' DISTANQE.PER SUBSTRATE, �_ �I _ ; 31 I . O. SEETABLE 3;SHEET2 - _ EXI ERIOR � a/'�' / .TYP ANCHOR TYPE,, I ;(NAILSHOWN) •�f J� EMBEDMENT AND EDGE,= • o - _-FINr - F.IXEDUISIBL E';. INFRAME 19, P SASH 70p _ LIGii'.'A'IOTH v ur._.�.a,,, - NAILSHOWN SH - I. UBSTFYATE - r 3 EET2 Q.�,. - •, J-0HANNEL ... 4h�. - _ - SHOWN ( _M = :d .. VISi'L� I'- I -� LIFT-RAIL FRAME - � , ":.i.F� LIGHT FOR ALL WINDOWS: NOTES: SHOWN HEIGHT L BUCK WIDTH 1 ANCHOR @ 3.55" 49 I 48 21 FROTER.D AND AT 1)USE ONLY HORIZONTAL SECTION C-C CEN SUBSTRATE-APPROPRIATE i 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 OF SHEET 2.FOLLOW EMBEDMENT DADEAPPROVED MULLION.FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. OVER 36'WIDE: 1(4•MAX, 72 0 ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY SHIM MAYBE VERTICAL_ OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TP.BLES 2 8 3,SHEET._ 45 46 47 SCREWS @16318" INSTALLATION OPTION SHOWN MAY \ 14 3g FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. BUCK ° BOTTOM LOCKS: #10 OR#12 STEEL �.( I+_ 1/4"MAX. HEIGHT 50 G 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLING I I SHIM SCREWS @ 8-3/8" USED INTO WOOD AS PER TABLE 2, SMS(GS),SEE I 85 FROM END. SHEET 2.ALL WOOD BUCKS LESS gEl TABLES 2&3, ❑Q 30 THAN 1-112'THICK ARE TO BE SHEET 2. D SASH \ CONSIDERED 1X INSTALLATIONS. EXTERIOR VISIBLE \ 1 X WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO I�DHEIGHT USE EITHER SUBSTRATE.WOOD BUCKS LATCH(SHOWN) DEPICTED AS 2X ARE 1-1r2'THICK (A OR BOTTOM OPT. �6 i 6 \ LOCK(SHEET 3). (W GREATER. H AND 2X BUCKS Q ;❑L� \� 65 (WHEN USED)SHALL BE DESIGNED FIN AND/OR � ul (2)1• 81 r 30 63 TESTED UIJIT TO PROPERLY TRANSFER LOADS FLANGE REMOVED LOCATION:6-5/8" INTERIOR I 31 WEEP, ;f0 TINFIELD HE STRUCTURE.W000 BUCK _ I r.. - " y)- _FROM SASH END., 4. DESIGN M'D INS ALLATION IS THE -__NOTCHES AT 60 II I't' RESPONSIBI611Y�fi'fr1EENGINEER INTEGRALHN •.I,-, - , EACH END. (III NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN ILL��..._��u '•' , REQUIRED IN FRAME EXTERIOR INSTALLATION 7 �J D SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT - INSTALLATION .. THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 OPTION 8 PRODUCT REVISL-D ! OPENING IS MEASURED FROM as cons ANCHORED THROUGH ANCHORED THROUGH FRAME INTO METAL plyolg with the F)aaKla 114'MAX BEADING TO BEADING. INTEGRAL FIN/FLANGE REMOVED) Building Code h..� INTEGRAL FIN �10�� SHIM `11111 I I 1 I r f///INTEGRAL FIN INTO METAL ( Accepfanra No« (0 x5 FRAME SHOWN U o Ec 4atioo Date 11 0,.•.•, i ReWslon: 2a2D .27'X 1.25'WEEPHOLE ` '� •' T,%CENcq�''n�( 13Y WICOVER@2.87° A.inati ade ptodoct 38'FROM EACHEND. '•� VISIBLE LIGHT FORMULAS *. No.58705 TYP.ANCHOR TYPE, EDGE DISTANCE WIDTH EMBEDMENT AND EDGE -'0 ' GC Descrlptlon: Drawn By: DISTANCE PER SUBSTRATE, -- @SASH:BUCK WIDTH-6-12" ••, I SEE TABLE 3,SHEET 2. — 1 EMBEDMENT @ FIXED LITE:BUCK WIDTH-4.318• O •.• STATED ; 1070N. TECHNOLOGY IL DRIVE -CHANNEL&INTEGRAL FIN FRAMES J RO D.W. I (SCREW SHOWN) •'•�,�ORIDA,.••••= Atte: D.W. HEIGHT UCKHEEOUAL-LITE) 11,1;9 .... (941HBD•1690 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCKHEIGHT/2-3-15116' �iS1ONAL SNG coargiavreza,� ANCHORED THROUGH INTEGRAL FIN f 1 f I I 11111 POTINOUSTNE9,IHC. Serres/Model: Scale: Sheet: Droving No. Rer. INTO 2X WOOD FRAME OR BUCK- ALL R10KTS RESERVED A.LYNN MILLER,P.E. SH-550O. NTS 4 O 13 MD-SH5500-01 .- STRIP.SEE NOTE 2.THIS SHEET. , P. 58705 .. " CERT..OFAUTH,#29296 718'NOM. 7/8"NOM. �— �{ 718"NOM. 7/8'NOM. 7/8'NOM. 5/16"AIA PVB \5 6"A/A PVB -I i 5/16"A/A PVB 5/16"A/A PVB 5/16"H/H SG - 7/1 'AIR SPACE 6"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----,, 3116"T GLASS 1/8"A GLASS a y aEXTERIOR b a EXTERIOR a EXTERIOR a EXTERIOR b EXTERIOR I \ �'I 76-78 78-79 76-79 76-79 78-79 GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 . IIii 718 5/16"HIH SG 5/16"H/H SG 5/16"HIH SG 7/16"A/A SG-- 7/16"A/A SG 7/16"AIR SPACE % 318"AIR SPACE 3!8"AIR SPACE 5116"AIR SPACE 5/16"AIR SPACE 1/8"T GLASS 3116"A GLASS 3/16"T GLASS 1!9"A GLASS 118"T GLASS aEXTERIOR a EXTERIOR a EXTERIOR \ a EXTERIOR r�EXTERIOR 76.79 76-79 \ 78-79 �76-79 76-79 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 7/8"NOM. —.1 718"NOM. 7/16"AIA SG 7/16"A/A SG 112"NOM.GLASS GLASS TYPES 9 THROUGH 1/4"AIRSPACE 1/4"AIRSPACE 76-76 BITE TYP. 16 MAY NOT BE USED 3/16"A GLASS 3/16"T GLASS WITH J-CHANNEL OP. /_ . t _ /--- _ �'•: •'!?.;_�- 7�1. .'.�" 1F1 INT,'.•GP.AL.FIN FRAb'E3 . .i .. �-! XTEF.IDR -I .cvTE I 31 ' GLASS TYPES 5,7,9,11,?3 76-79 I 76-79 8 15 MAY NOT E,`I:.`•c01N I i THE HVHZ ABOVE vu. PRODUCTREVISED EXTERIOR 75 ;-,rnmplying with The Flkoxift a GLASS TYPE 15 GLASS TYPE 16 3nldw�code 111 I I f 11/ ;tcccpcznw No 38 30 Y LYNvRevis7an: ;,pirsuw�Date mL i adc Product �� �(��� � Qom''• F•••'l��� NG.58705 a '• GLAZING NOTES: _ �TzEt _"A'=ANNEALEDDescription: Drown By:TYP.GLAZING DETAIL "H'=HEAT STRENGTHENED -� '. • Q" 1070 TECHNOLOGYDRNE GLAZING DETAILS J ROSOWSKI'T"=TEMPERED O'' •40: N.VENICE,FL 34275 ® ' 'n �� nne: Date: ' SG'=090'SENTRYGLAS®BY KURARAYY AMERICA,INC.C i��s ••FZ ORION--•'\ l (941)-080.1600 r ' ip" "' ENG.`S CGPYRGN7C2a17 SINGLE HUNG WINDOW IESA;TON-LM 05/1 /15 FOR LAMINATED GLAZING COMPONENTS,SEE TABLE I,SHEET 2. 7//71NAL111\t� PGTN[It/9TRE3,ING. SerlwlModel: Scale: Sheet: rawing No. Rer. ALL NwN18 RE8FJtYEG SH-5500 NTS 50 OFMD-SH5500-01B A.LYNN MILLER,P.E. P.E.rt 58705 CERT.OF AUTH.829296 - TABLE 4: .. TABLES: _ --- al..Typa Bdlem SashTABLE 6: _ alas Typo• Design P7es5uRe,Ib6(t!' a Deaadptkn Mpaa sun wMa design PreaeDre,IbeAta alae ryPe• Design P7eaaure,16a1tC1 6,6,1 d8 Reirvt Lasai Pte,"Ntlhdm Rwge{m) N1+dow Back Wdin m e786 Hdoht shmin - +/-50.0 � up1a 46 52135 ' P.W.taws 23.5 Egwlkto 11.386 +05.0 -70.0 •esA dao •65.01.70.0 Ra int L. I Ri For all mndaw 8...h shoe Standard C.1e,p %517.15.870 +850 .70.0 +65.0 -70.0 R2 FW a0 4,.&wa d.•ah shat SEE Epat4ne it.563-%578 *640 -700 +650 -70.11 ANCHOR R,SHEET 8 FOR Swmand RWm 11.377.11.562 .55.0 .7no +%,o -7ao SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. Tallest 215 7 7-251M +65,0 -70.0 .as.q 700 ANCHOR GROUP AND QUANTITY. SlaMC�u�d�Cdlepa 70.056.23510 +a5.0 •70,0 +05.0 .7ao 37.376 ..y....4da 77.617.70.857 .86.0 .70.0 +85.0 .70.0 .... .�_ Z�L 501edwd PmNew 14.517.17518 ,65.0 •70.0 +65.0 .70.0 e :Tw w 11.777.14.510 . o .700ao +0.5.0 -70.0 Ta0.st 22563.31.077 .mas.a .7ao +s50 -ra.q cmtom Sea 211517.27.567 +85.0 •m.q +85A -70.0 �1 sl2mela CdteBe 21517.20.518 8e&O -70,0 +63,0 -70.0 0 IJ HEADER 44 Eq wu m.51T.23s10 +les° -70o +65,0 .Ino HEADER StaMmd RWM 17.517-20510 .65.0 -70.0 +65.8 -la0 40,0 -seo .. _•'.taMdeate SiL3T7 24416' *65.0 -M.0 .85.0 �gl 23" •elk 31687 35911 o = I - I t •l . _,es.a 7a0 23 9tandl rxt]a m.577 31562.+05.0 ma E5.0 700Il i• , Rna ms17 mble..850 m6' ,.�t!� - .. 61e-. o ,..T°o +les o�:aq t'' r� 6 0 ... M E - Et71NC5 Bali. I�. +85.0 70.0 ' 26 0 C.-Ft. 12517-14.516 .850 -700 +85.D -7D.0 �. 27 ° F.XTERH1ft c Shortest 11.377-12.578 +650 -70A -bel) .70.0 ExnRIOR E Talbsl 33.208.37.538 .85,0 -70.0 +55.0 -7tl.0 VV �( !-. tlad CaltaOe ms77.372M 8646 70.0 +85.0 -70.0 0 23 u� O TJ Eq.Rte 70517.25.510 +BS.o -70.0 +No dao -----•"' 23 O O JAMB 40,@5tan see 70517.70519 +85o -70.0 +%.o -70.0 JAMB EXTERIOR SASH O•N Poodaw 17.517.70.516 .Q5.0 •70.0 +%,0 -70.0 F -Sha %517.17.510 +850 -MO +85.0 •70.0 ERbR SASF a HEIGHT mm sea 12517.14518 +es0 -70,0 4680 .70.0 lY`' HEIGHT ludas! 17.377.12518 +85.0 -m.D R.A -700 T"I t 3651T-41.840 +85.0 -70.0 +85.0 •70,0 $Iwdard 0omw 31.517.35418 +BSO -70.0 +BSA .70.0 Q 23 Enuae m517.335t8 850 -ro.0 650 -70,0 23 St.dad Prmlae 2.517-25.510 .65.D .70 SILL +85.0 -70.0 SILL D 62 M Iansea mS17.215/8 +65.0 -70,0 +65,° -7ao SILL O Mlom Sae 17.5/7-m.SM .65.0 -740 -%.0 .70.0 Cw1Del Seo 14.517.17.516 +BSA -70.0 +05,0 48.1 %1670608 13.017-N.510 +6Stl -70.0 484.0 -07.3 :J,eneal 11.884-!3018 .65D -70.0 +65.0 -MS Telb•1 38.517.41b44 +660 -70,0 +63.0 -700 %tan sea 38.517.38.516 +650 -70.0 +66.0 .70.0 r� E@el-Iib 35.517.38.516 485.0 •70,0 .85.0 '70.0 75 Caalam sa 32517.35.518 4650 -700 +85.0 -70,0 SECTION DETAIL FOR WINDtfWS'IiiT: FZcre awa�,•a m-517'07516 .e5.0 .ro.a 1.55.0 -,•c l ' C_Ti_IOti{DETAIL FOR WtNDt)N.rS WiTH r `"LEVEL R1 REINFORCENtENT F GLASS TYKES 5 6.7&i6 �Rt es y:as;a esq" .ro:D .:.o 173 ,"LEVEL R'2 REINFORCEMENT&GLASS T'fFES 5i 6.7&8" (REINFORCEMENTS SHOWN IN FIGURES ABOVE stwdeet- 26.516-m.518 .65.0 --mo I+-5.0 f des 1 (REINFORCEMENTS SHOWN IN FIGURES ABOVE I ' APP--Y TO ALL FRAME TYPES& Equd lite 36517-neap +050 .7a0 +es o .70.0 APPLY TO ALL FRAM:'Y FIGURES & PES CONFIGURATIONS) ed %tan sea 35.517.30.6/6 .65.q ,+w..o 47.3 CONFIGFIRATiON;: StwdwdPod•w 31-18.1,.510 +850 44J'.e5.o 465 t• FRIODUC 1 RE"'4S813 81.78 Teem ••-Men 485.0 -700 405.0 40.5 a5 wmplyinII with dw Fjor sk SEE TABLE 10,SHEET 9 OR ANCH�PP OUP AND QUANTITY. Bui.d,g Code MIN.SASH HEIG7;W�IND,, � VEXMF 50-136 �ic...., Rey9lon: edaprodnct 58705 NOTES: - Deaertptlon: pmre 1� V� USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN, 10TO TECHNOLOGY DRIVE DESIGN PRESSURE TABLES J ROSOWSKI OST TE O Ly. N VENICE,FL 38275 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. �i�C��3•'• �1RIOP..•'�\`� I�1 Q�� Tity; 0a 0NAL E t" SINGLE HUNG WINDOW INSTALLATION-LM 05115%15 , s, � , 3)FOR SIZES NOT SHOWN,ROUND VP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN 714 t i 11 I i t 1111 X==- ON THE TABLE. AU.maH7SI ESMWIED -Ald-lModel: Ssvk: SAe+tr Dms{ng hta. Ran. A.LYNN MILLRE, SH-5500 NTS 6 OF 13 MD-SH550.0-01 B - - P.E.#5870506 CERT.OFAUTkl.029M i ,TABLE 7: TABLE 8: Gi..Typoeat sash a GI.a.T7p0 9011010 sash - - B.t;toais D.sc,Om w Ql_ Sash HNS. De.Ipn Pre..um,lb.l t3a 14 Deterlptim fm 911•. smn H.19M Deelpn Pm..ur.ID.Qtq - R..tL.wl Retklaa Vhrd.Tx Ra99a 0.) wd_Buekwft0 Raint,I... '21 0W"_ fb00a 100 WmQav$ItktYie00a) a WgM Strom upto40 4 62.125 64 a H00hl Sh- 18 24 32 36 1140 48 fi1125 54 0 215 Eq.m. 11.391 -70.01410,01•700-1100 +700.110.0 110.0•110.0 23.5 EquVII. 111.304 -70,01-110 o •70.0-1100 •70.0-110.0 •140-IM0 1 100-110.0 1-70,01-110,0 •700-110.0 •70.1-na.P Star.tad Cl op 14.517-15.870 +70.0•1MA +70.0-110.0 +70.0.110.0 +mo-110.0 M4Wald COoape 14,577.15,870 -70.0 1.110.01.70.01-110.0 •70.0•110.0 70.0•110.0 •70.0•1100 (1011•110.(1 •'70.0 -1+0.0 •701(1•110.0 - 26 EQ.�4te 71.58.4.14.518 •70.0-1fam +m.0•1110 +7ao•110.0 +700 •1190 28 Eg02Jlte 11.583.14516 -70.0-0500 .70,0-1100 •700-110.0 .70.0 -11¢0 •70.0-110.0 •TOA-1100 •7oi-1100 •70.01.1100 S14mdd Ptalew 11377-11.502 +700.110.0 -m.0 •110,0 +70.0 •110.0 +10.0 .120.0 St.W3MPta:aw 11.377-+1582 •10.0-170.0 •10,0-710.0 •70.0-110.0 •70.0 -110.0 -700 -110.0 700.0-110.0 •70.0 -110.0 N9.o-110.0 Tlge t '23517-MOW NOA•110.0 -1A 410.0 •70.0.1140 +Mo-110,0 _ Tallest 23.517-25.286 •70.0-110.0 +70.01-110.0 •70.0-110.0 •70.0 -1100 •700 -111.0 •70.0-110.0 •700'•110.0 -70.0-110.0 i HEADER' ' Sw10 Cbttega 20.OW-235th -mo•110.0 +MA•11(10 +70,0 410.0+100 .110.0 Mamard=aa 20.950.23.516 -70.0-510o -mo-110,0 -740-1140 -70.0-110.0 .70.0-116.0 •79.1-110.0 •10.0-1100 •70,0-118.0 25 37.375 Eq.944 17,511-20.957 +70,0•11x0 +10.0-1100 .70.0-110.0 +Mo -1rA.031.379 EquO-IOa 17.517-20.957 •70.0-110.0 •10.0-170,q •70.0-110.0 •10.0-110.0 •7QO -110.0 •10.0-110.0 •70.0-110.0 •70.0-108.0 SW4-d Pr.atw 14S17-17.518 -100-110.0 +70.0-110.0 +700•110.0 +100-110.0 staid mptodm 14.517.17.528 -70,0-tion +70.0-1100 -MO 110.0 -no-110.0 +MD 110,0 •70.0.1MA no-Jla.o -70.0-110.0 D Shortest 11.377.14.516 -70.0•110.0 -70.0 -110.0 -70.0 -107.0 +100 -7030 Bh.4eat 11.37T-14.516 -7010•110.0 -70.0 •7700 •70,0 Moo •70.0-170.0 170.0 11(10 •70.0•110.0 •70.0-107.0 •70.0-1030 Tmteat 27.563.31MI +MG 41Da +70.0 -89.0 +MD •930 -106 Ano 7.Oest 27,�319911 .700-11110 -100-tto,D Rao-110,0 -70.0 010.0 -10.0-110.0 -70,0 99.0 +70.0 93.0 -70.0 90.0 {1 C.1Wm Guo 20.517-27.662�-10.0.110.0.70.0.110.0 +70.01.110.01»m.0.1lao Cutl.m sue 26.517.27-5132 -loo-11RO •70A.110,0 •7ao-110.0 .To.D-11(1(1 -70.0 -110.0 •70.0-110.0 •70.0•110.0 •70.0-71D.o SIJ MEETING RAIL 51(1187101 Call 23.511-26.516 +10.0-110.0 1700 1+0.0 10.9 110.9 -740-1100 Mt W.M C0.90 23.517.26S76 -70.0-510.0 «70.0-110.0 •MA-1}010 +70.0-110.0 •70.0-110.0 +700 AlO.0 +700-110,0-10,0-1+00 _ age 4 EWale.e 20517.23.510 +7ao=110.0 +10.0 -170.0 4 Equ lme 20.517.7351. •70.0•11x0 •70.0-110.0 •10.0-110.D •70.0-110.01•70.0 -110.0 .70.0 •110.0 70.0-110.0 -70.0•170.0 27 0 stama P:.dew 17.517-20.516 +70.0-110.0 +mo.110.0 «700.1100 +700 -1100 slafd Pa0.tew 17,517-20518 .70,0-1100 +70.9-150.0 7aD-1500 *70.0-11(10 •10.0-510.0 •1001-770.0 -70.0-110.9 -701(1-119.4 _Curc7Pip.Ske -14.517.11518 +10.0 .110.0 .10.0 •1100 70.0•1100 -10.0-17(10 Cuwq spe 14.517-17516 •70.0 -7100 10,0,-1140 ]0_0.-11D.o -7010-110.0 -70.q •11(10 -700-110.0 70.0•1100 •70.13 7700 1 E%7ER1CM __ '^+hgte.l :11.377:-145/8 -10.0 1100 +70.0 410.0 070.4•1070 •740:10$0 shq .t +1.377.1451(1 •70.0-1100'_70,0-1loo .70.61.110.9 70.0-110.0 0700 I-510.0 -711.0 1-110.o •70.0 A07.0-1010 1030 -1 ) .91.583-35911 1100 •1100+70.0,..99.0 7000 •4L0 70,0 '.80:0 "j T9uist` - 31.473'-35.911 •MO-lid.0:•]O.tl=110;0!700-1100_-.7010=110.0 +70,0,-,110.0 •10.0,98.0 -10.0•93,0'!)0.0 000 -_ _ ..._ ao,1 4 ' 9CMmE'CXu4e 2851F-'31 W2:+10.0 1100!10.0 y100 +700.110.0 mA:110.0 j � 'Gt-c-11e9a' 28.5/7:31.582 '•70.0'110.0 670.4-1106 •70.0.110.0 •70.0 110.0:ROA:-110.0 -700-110.0 •10.0=110.0 70.0 710.0 Eg1aI.II c7.317 28.518 +10.0•1100 +700 •770.0 +10.0':710.6 171.0=110:0 21.511.20516 :70.0;1109•10.0-110.0-70.0-110.0.•70.0.110+0-•70.0-110.0 -70.0-110.0'•7019-1100 •10.0 510 R !;"„181'-SmidhlQ Pf.•Vese- 17.517• 51 b.0.110.0 170.0.1100 170.0,7700 700,1y10,0 1 d9"' 61dh1ar9 P:Oa,nv 1].•17-^0516 No.O 110.0--70;P-1100+]11.0;110.0 •]0.0-110.0 •70.0 I-110.0 •700 A1J.o� JA-110,0 •10.0 110.0 z F7iTERgRoI C-S ,._ ._ + .. _. .r,,. ;.__.. _ . AAM& A.?H' 14.517-17518 «10.0.119.0 mA.1140 t0. ;110(1 m➢:1110 � 'Cu.tgm9pe M51T-17516 =mC X1109-+10-01=:189 110:0-11P.0-+7040-110.0 •700 1-1100 .70.0•1100 •7010-1106-•740 1700'• � ��� -„ljEIGHT " 05.(10 ske 12577-74.578 +7.o 4169 +70.0-210.0-70.0-1100 m.D.11o.0 cus.m spe tzs»-1(1510 •70.11 AMD 170.0-1+0.0 •10.0-no.o 70.0 -110.0 «70.0 AlaD -70.0-110.0 -70.0-111.1 170.0-Llan SECTION DETAIL FOR per, shaded ti.3T7•ixSM +M.d.110.0 +70.0-110.0 +10,0•1106 +100-7100 5 Siwlsa57 11.377-12.51ff 70.0-170.0 70.6-1/00 -10,0-110.0 •70,0-}10,0 +78.0-110.0 :700-510.6•10.0-110.0 •mo-x10.0 rwm a120e-a7s3a -M.01410.01+70.0 4610 +70.0 93.9 +70.0 •wo TaOnl 33.200-37.536 •70,0-lion •70.0 11.0 .loo -11o.9 •7oD-1100 +70.0 -110.0 +70.0 910 •70.0 930 •70.0 90.0 WINDOWS WITH � O St 4l dC nR 20,517-312)7 -MO-110,0 -70.0-110A +700-1140 +700•1100 i 51(1111(110C.0.0 26517-33207 -720-110.0 70,0-110,0 .700-119.0 -70.0-110.0 740-flog -700-119.0 •70,0-110,0 •700•"D.4 LEVEL.R3 REINFORCEMENT 25 EqusHia 23817-26.518 +74.0•1140 +10.0 1160 Equa410 23.517-26.510 400.0-110,0 •10.0-110.0 70.0-110.0 •70.0-110.0 •70.0•110.0 •70.0•110.0 •70.0 -110.0 •70,0-110.0 4.625 CW6¢11 20,57 7-731518 + +700 1100 +100-114.0 m C9sSam Spa 20.fi17-23518 _ .70,0 110.6 70.0 110.0 4(1625 :r0o 4(10.0 •m.a-11a.o 410.0-110.0 -7aa-5:60 100.0-11(1(1 +70.0-fl4.0 •700-710.0 17(10-170.0 $ PES 9-16 GLASS TY tW.m bk0 - 14117�17.51a +70.0 150.0 -74.0•11x0 +70,0•110.0 110.0 •1100 Maward Pm4aw 17.517.20.516 -70.0 •1700 .70.0-110.0.70.0-1M,0 •70.0-111.0 •70.0-110.0 -]DA-1100 0.0.1100 SILL 0 tt. sC.Qad sil. 17.17-17.51e + +To.o•110.0 (REINFORCEMENTS SHOWN •740 .110,0 •100 1100 3 C w..sk. 4,51T-14.516 7aa-M-o 70,0-21(10 -70,0,-11 70.0-114.0 -70,0-1100 ROA -110.0 -70.0-1100 •70.0-210.0 •749 A1D0 IN FIGURES ABOVE APPLY PalantSao lxsn•7451s +m.1. 110.0 ,1010-110.0 47010 •nao -Mo-nao cu519mspe 12511.14s1s 410.0-110.0 ND.O-110.0 •70.0-11(1.0 70.0-110,0 •10.0-710.0 •70.0-1100 •10.0-11¢0 •To.a A1o.0 TO ALL CONFIGURATIONS) sfcdeal 11,377-12619 +70.0 •110,0 +70.0-110.0 +70.0-110.0 .70.0 •119.0 sbaw 11377.12.57$ 040-110.0 ao.4 -1110 •m.o-1W •'70.0-110.0 •70.0 4100 •70.0-1100 .TOA-11D.0 +70.0•nao Taint 315+7-47.114 .10.6-11(1.(1 ,mA.110.(1 +70.9-111.0 .10.9(1100 TOW 38.54.4164 70.0•110,0 7D.0-1100 -10.0-nu.D •70.0 410.(1 .70,0-1100 .70.0-1100 •740-110.0 •700•105.7 _ 51(110(11 Cp.dBe 31.5+7.36.518 +m.1..1100 +10.0.1700 +70.0•110.0 -70.0-110.0 Sle dCotlage 31.517.38.518 •7od-110A •70.0 .110.0 70.0•110.0 •70.0-110-0 .70.0-110.0 +70.0-110.0 -7D.0-100.5 •70.0-103.0 0 EguaFSto 26517-31.516 +10.0 1•t 10.0 +70.0-110.0 +70.0•116.0 +Mo a10.o Egua4.e 28.517.31.518 -70.01-110.0 .7010•1100 •70.0-tsox -70.0-11¢0 70,0-nae .70.0-1100 .70.0-1079 700-1024 SV Mad Pfakw 23.577.26518 »10.0•110.0 +10.0•110.0 +70.0.110.0 +10.0 -110.0 51(1111(110 Plplew 23.517.28310 70.0•110.0 70.6 •210,0 •700-110.0 +700 4101 -70.0-1100 +70.000.0 -110.0 •70.0-105.2 62 Gist-Stag 20,517.23516 +70,4 110.0 +100-1100 +700-15¢0 +106-170.0 62 CU&tOm ske 20.517.23518 700.0-110.0 •700 -naa -700-n DA 470.0-1110 706 410.0 •70.0 410.0 •70,0-110.0 •70,0-107.0 CusWm Spe 17.517-20.510 +70.0 .110.0 +70.0.110.0 +70.0.110.0 +Too•nao C9tl9m Spa 17.517-20,510 •7D.0-110,0 •700 .110.0 •70.0-110.0 •70.0-110.0 7o0-110.0 700•110.0 •70.0-110.0 -7D0-108.0 01111010 siz. 14S+7.17.516 .70.01-110,0 +700-1100 +70.0-1100 -Mo.1100 Cuaaa.$pe 14.517.17518 -70LO-110.9 •70.0 -1100 •10.0-110.1 -709-26.0 •700-1026 -TOA-109.5 •70!-960.5 -710•MOS Cust.m sk0 13.M7.14.516 -TOA 410.0 +10.0 1100 •7D.0•110.0 .70.01-11 Cusl9m Spa 13.017.14.618 •]O,q-110,0 •70,0 •110.0 +70.0•106.2 •70.0-100,7 •70.0 97.1 •70.0 94.4 70.0 44.4 •70.0 94.4 SfwQest 17.881-13.476 010.0•514.0 1100 170.0 •79.0•7500 +70.0 .1100 SIIaltat 11.854-13010 -70A.110.0 •70,0-1100 -74.0-2x6 -700 97,0 -70.0 913 +100 901 .106 9oA -70.0 90.o 791651 39.517.41.644 •70.0 410.0 +70.0 110.0 .70.0 •1100 +70,0 •liao Tallest 39.517-x1,64 •70.0-110,0 70.0-110.0 70.0•110.0 700•110.0 •70.0 AIDA •70.0•110.0 •70.0-101.5 70.0 45,0 Cus41-1 365/7-30518 1100 -1100 +70.0 1190 +MO-110.0 »10.0 -1/0.0 Clmfam8p6 X617-39.516 •70.0-170.0 •70.0-150.0 1]010-110.0 700.0-110.0 •10.0-120.0 •70.0-110.0 •70.0-105,7 0709 48-3 Equ91+e 35,517-38.516 +70.0 -110.0 -10.0 -110,0 +70A 410.0 -70.0•110.0 Equ"I. 35.557.3&510 700•110.0 •70,0 -170.0 •7D.0-110.0 -704 110.0 -Too Alto .Too-"D0 70.0 MOA -7010 95.0 t TS C.-si. 32517.35.518 -10.0-170.0 •70.0 -110.0 +70.0-110.0 -m.1. 1100 75 C09. Sit. 32.517.31516 -7D.0-170.0 •70.0 .11a0 •70.0-110.0 70,0-110.0 -70.0 -110.0 70.0-110.0 700-100.7 +70.0 05.2 '1'I�hntad Pwbw. 29.517-32 618 +70.0•11110 -100..110.) 7 a. :SDD +TJA 17(10 M.W3VarptsW 2^,517.3x516 "•7911.1-(11(1 +T0.0 1100 70. -110.0 •700•116.0 •70.0-1100 4100-109.8 ;10.0 1101.9 •M.a 08.1 -- Cwkm bk0 26.517-20,518 +)0.4-110.0 +70.0 •1100 700 11040100 •110.0 - ca�.R�spo`428.577=,20518 -Tq 0,;1+U%q-70+0 -HO0 •70.1-107A'7oo 43'.4 -Too 38.9 !70,q -8.4 •70.0'.:Mdd +'.101..11:4 , 9Fartest 23.518.28.558 «10,0•1740 -74.0-71¢9 +740=11.0 «10.0 .1100 8h.d0al - 25,550.26.510 -70,0=110,0 +70.0-12.0 +70.0-23.8 •10,0 19.1 +10,0 A5.a :70.4'424 .71.0 921 .MD 92.1 - - EgaaNlle 36517.411870 +70.0•110.0 ND.O•7160 +70.0•110.0 x740 -710.0 EOu940. 34.517.41.64 470,(1-11Do •70,0-110,0 +100•1100 700-110.0 •70.0 -110.0 •70.0.109.9 +70.0 48.7 -70.0 41.1 GLASS TYPES0THROUGH-- 61 a>:ro.,ska as,5v•3s.c:3 l-+m.o-110.0 -10,0-11ao 7ao-alas «mo(11(10 ea _'utlam sac 35.6/7-36.516 70.0-1ma 410.0-110.0-0(110 1aT-9 .7.,. 70.0 969 7ao 98.0 1000 9aa 109.0 91.0 16MAY 70078E USEDWITH51(187(11 PttMew 3a.e1e•sssM -1(110•1 1010 701(1 -110.0 7ao 11(10 +101 .110.0 samara PlMew 33.818-35.578 (1010-110.0 -7(110-170.0 79.0-220 (1010 4zo •70.0 913 70.1 40.1 70.0 90.0 .Ma 9(110 �,,I-CHANNEL OR INTEGRAL PRODUCT REVISED 91.78 T9�t --41,610 -70.0.120 +70.0 1100 0740-51.70 0100-1140 al. Tit •'-4104 +70,0-1100 .70.4-710.0 70.0-7026 NDA 47.0 •70,0 93.3 -10,0 005 4700 -90.0 .m.1. -06A .FIN FRAMES 93 C00tPly37Fy with ill.f'11A1QS SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. L't cmplildmg Code -'MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 "MIN.SASH HEIGHT=WINDOW BUCK HEIGHT 50.136 nq�p pl Np/ LYN�y 'i�� R-i.mn: BY E rim?on Dat9 `: 'L:.•' �10ENS�,. •/���: Mm11i ads P7pdu0t C4,>aro{ 700,58705 NOTES: {{ Q' 1070TECHNOLDOYOFUVE DESIGN PRESSURE TABLES J ROSOWSKI 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME. F N.VEMCE,FL 34275 2)FRAME DIMENSIONS ARE BUCK-SASH HEIGHT IS AS PER THE FIGURE. FTA O (V Title: Date: %'� •'•.tORtOP.••'t f/ (941}05711600 S's SiNGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN �,,'OtNt�At``rGN coPt7pc15To2tt7 ON THE TABLE. MfLILERiP.E. 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M p ,gc ^ _W= w O S tfW roP8 n N« a 0�.U� 2 � tlW ebaV -'�«'- « «« n; n n n n«« n not,• zw a F QZ n, in Y JI a mn �m��e. �n ofI -:.mm � nmm o� gma- nmm�N ma ma WO inn^�s� i z I 'Fk�Mgg; ^��:at::a«��:��. FR:Mm" U IT $�cF;0 S; sac�� ca c c ac coy�c �_ as'a0 w w s a 3 y All I aW N � m f'I wemeflre--mw N g Zi w n 3.500° _-_._r.J 3.500" - 3.500" 3.500" -.--� -�-��-•--- .asz" I ---11-- .osz° �---��-- .osz" - �F-- .062" as 1.483" ���� 1.483" a�J��-1� 1.483' .0701 -�I� .060" -.1'..1.184" .070' IL 1.483' �--�1 Al. (�u� - J� r� l��C❑ 1 yI Ur_ L,r GC❑ �����o CI❑ �(+�hh 7,5" �1f-IS��J-1J_ 1�J .810" .625" J , '625"U FI_gNGE FRAME FIN FRAME QUAL LEG FRAME I I .150" �/3�� (�� 1.185' t� ��- O HEAD) AMB HANNELi-CF ^E r \2 HEAD/JAMB 1.375" \J HEADMAMB �/HEAD/JAMB LIGHT SASH i HD SASH 1.33 " T 23 REINFORCEMENT 25 REINFORCEMENT 7. 070 1 . - �-- 3483 ;L 34E" 070" --�-•w 1182 - - �1 .. - J v7^ -�F�= .¢62 ' - I I I ��'036 1.041 i I n L111 I IJ�II!I� U� UCI I Dc' 1.331' 1.340' 12.444" D v I �- -� �- 2.444" 2.4�" i 4 2.444" O 27 STANDARD HD MEETING RAIL L 26 RMEETINGRAIL EINFORCEMENT REINFORCEMENT .6225" NEL D .625"f V 6 FLANGE 1.375" Oj SFRAME FLL RAMESILLJ-CHAN T 1.3175" U FRAME SILL FRAME SILL I4 J� {�- 1.872" 1.641' -� ro IT 1.215" -1.376" 2.100' -�{ 1.472" 1.565° 1.630" .065 I 2.175' - " 1.3175" VIII IIIA. 'T6��T .065" o O 1 .974" Iii .590°r(�07� .471" .590" } �t _ 1 035" . ._ .050 s. r .050 J - Q �.' SASH STOP 1 �''r'RAIL O LIFT RAIL "BEVELED � 022 BEVELED �" 3-• ' FIXED O PALANCE 1B (� 20 - , 14 MEETING RAIL 76 SASH RAI! 17�COVER SCREW COVER �%INTERLOCK INTERLOCK COVER INTERLOCK INTERLOCK COVER - PRGDUCi REVISED .complying with t,:e Ftw'ida Building Code \,tlulllT,�� .A-PL-1,1017-00 RevWw: F.4p rat an Dale .316" .300" ,.' LICENSF'.✓/�(���- Sig .86�" .175" -� Q°: •.,�(1� N•[hmi .754" .750' =*; No.58705 .035' -�{�-�- .025' -�{�-T}I V\��-* Description: Drown Dy: LAMIIG EXTRUDE ROLLED I�:•t[/�� 1070 TECHNOLOGY DRIVE WINDOW EXTRUSIONS J ROSOWSY.I OBEADING SCREEN FRAME O SCREEN FRAME O� ATE F N.VENICE,FL 34276 72 BO 8, :�(�s,'••F[OR10N.-- `C�;� (941)480-1600 Title: Dote: "',,CONAL EG�� �„,om„ SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 T 1l 1111110, Pt3T ItiDU9TN]E5.INC. Series/Model: Soefe: Sheet: Drawing No. Rer. ,uin1ONT8RESERVED A.LYNN MILLER, SH-5500 NTS 11 OF 13 MD-SH5500-01 B P.E. P.E.#58705 . CERT.OF AUTH.p2920G , 4h TABLE 12: Bill of Material TABLE 12,CONT.: SILICONE STRUCTURAL HOT-MELTI . BUTYL Bill of Material,cont. STRUCTURAL SILICONE URAL CONE # Part Description Material # Part# Description 1/4-NOM FOAM 3116"NOM. Material POLYISOBUTYLENE- FOAM WITH CANT 1 R20101 Single Hung Frame Head&jarnFs-J-Chan 1 —45-==70-197 XR06 Cook Mechanism —Steel WITH DESICCANT OESIC 2 620102 Single Hung Frame Hsad&Jambs-Flange —PVC -T6---7M-1S8&9 Sweep Look Cast Zinc 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 -720195&6 Auto Lock Cover Assembly EXT.GLASS EXT.GLASS Cast Zinc 4 620104 Single Hung Frame Head&Jambs-Equal Leg/Box• PVC -478--76—X118OPTX #6 x 1-1/8'Ph.FH SDS(Auto and Sweep Lock Screw) SS 5 620105 SHIDH Frame Sill-J-Channel —PVC -4-9 --72-0200 Auto and Sweep Lock Keeper Cast Zinc 6 0106 SFUDH Frame Sill-Flange PVC -5U--'F7-6X34PPA #6 x 314"PH.PH SDS(Keeper Screw) SS 7 620107 ISKOH Frame Sill-Fin PVC 51 420181 UR Beveledritt Latch Comer Key PVC INT.GLASS INT.GLASS 8 620108 ISH/DH Frame Sill-Equal Leglg—ox PVC 52 420182-;r2_0182UR Pull Rail Tilt Latch Comer Key PVC KODISPACE- 74- 620131ff I31 Fixed Meeting Rail PVC - -f6—HFI- #6 x-X4�Ph.FH SDS(Comer Key Screw) SS 34P a SUPER 16 620M Sash Rail(Sides,Top&Bottom) PVC -5T 420183 Tilt Latch PVC 4SG TPS SPACERONXT.. 17 620134 Balartca Cover PVC 5-5 --42-0184 Tilt Latch Retainer PVC 18 620133 Sash StoptSerew Cover PVC, -5T--720-207 1'Tilt Latch Spring SS -.1c 620156 600535,A] ALUMa RE INUM Plastic,Tlit,Latc Finger Full.., PVC '58-1-72uiuz i Melal�TIRL 'CastZin EMENT UTY POLYISO. S CCANT FILLAR F Zinc 6005 F5 At L 42013-0., Pivot Em,Comer Key PV E116"-NOM. pay" C 620145. Eldwied Interlock Cover StAC-' ENE �PVC: 7TY� 22 'S8 - �::'V�BUT'y 770206 Pivot Bar l -�j��-,N:, ,SkL(CP4.4ESEAL =3 620150 Light Sash Reinforcement 6063 T6 At 63 -720191 Sash Pull Handle -Cast ZinoDESICCANTDESICCANT ROLL-FORMED -25 620162 HD Sash Reinforcement 6063 T6 A[ 64 -70-194 Sash Pull Handle With Latch Assembly Cast Zinc FOAM STAINLESS STEE 26- 620153 Standard Meeting Rail Reinforcement 6005 TS At -R- 78UFPT #8 x 3f4'Ph.FH SDS(Pull Handle Screw) SS EXT:GLASS 27 620154 HD Meeting Rail Reinforcement 6005 TS At 66 420188 Bottom 5tch Strike Plate Cast Znc EXT.GLAFS -go- 61644 Weatherstrip,.1871 x.2701 Fin Pile 67 77858B #8 x W Ph.FH SIMS(Strike Plate Screw) Ss --31 60300 Weatherstrip,.190"x.300"Foam Bulb Flex PVC 72 720135 1 I.G.Bead PVC 32- 61719 Weatherstrip,.1871 x.220"PolyPile -74-—Backbedding,GE 7700 or Dow 791 Silicone INT.GLASS 33 61825 Weatherstrip Plug,.220'Finseal 15--7-1646N Setting Block(71W x 11'X 118"),85+/-5 duro. EPDM INT.GLASS 35r 78X1MTTT #8 x 1"Ph.PH SDS(Interlock Mounting Screw) 1F--TI-012 Extruded Screen Frame Alum sDURASEALO' XL EDGE T" 36 78)3THPX #B x 31 Ph.PH SMS(Meeting Rail Screw) 410 SS 81 61011 Rolf-Formed Screen Frame Alum SPACER SPACER -TT 71669SP Meeting Rail Screw Support Plate 6063 T6 At & 7CKGLB21 I Screen Comer Key for Extruded Frame X 4 PVC 38- 720210 Weep Hole Cover PVC 83 47042 Screen Comer Key with Pull Ring X 2 PVC 40 7.20X1000 lConst*utt Force Balance 84 47041 Screen Comer Key without Pull Ring X 2 PVC 41 ]�#86—x3f4"Ph.FH SMS(Con.Force Balance Screw) SS -�-5 7CASPM Tension Spring 're SS E 42 Sorel Balance 86 61816C48 Screen Cloth Fiberglass Spiral B 72EO205 Spiral Balance Shoe Nylon 87 61&WB1614 .140"Screen Spline(Machine/Hand Rolled) Vinyl 44 E E 78XI14FPAX#8 x 1-1W Ph,FH SMS(Spiral Balance Screw) _710_SS — Part# Description Material .Ply'�g�ith the FLXkt' 76 Kommeding 4SdTP�Spacer System 11,91di�g C.de 77 Quanex Super Spacer nXr with Hot Melt Butyl See this I I ,-r-ptarwojlo 17-D4301<35 Sheet for 00 LYNV r D"� 78 Quanex Duraseal Spacer Materials1. y 79 Cardinal N-Edge Spacer 8:FTL-87178968 8970 No58 REFERENCE TEST REPORTS: . .58705 CC's 1070 TECHNOLOGY DRIVE BILL OF MATERIAL(BOM) J ROS' OWSKI S`ATEOF N.VENICE,M44275 Date., NOTES: (941)4WI600 NGLE 1 1LING WINDOW INSTALLATION-LM 05/15/15 1)PVC BY ENERGI WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA WRUDER CODE. 'rrALL MGM PZGERVED scow St.,. 2)ITEMS k9-I3;15,24 28,29,34,39,61.62,68-7j.&73ARE NOT USED AND ARE NOT PART OF THIS APPROYAL, LYNN OF 13 5500-01 CERT.-OF Aurm.829298' SH-5500, NTS. 1 12 MD-SH B _ OPT.SWEEP LOCK �Q 46 p 48 OPT.AUTO LOCK 57 OR 58 4� 85. 51 OR 52 0 45 .. \M -�OPT.PULL RAIL I �" \ 22 u OR 84 INTERLOCK& �• \ •\ COVER 556 moo! O 87, o P � i �B6 11`Yii O j V I 35 B VELED MITERED FRAME Wil H HN - t - E „ 21 INTERLOCK D EXTERIOR 16 p 8 COVER •I h �''I ����!I-ILI% \72 � X{ .. ._ 1 .� �)i j, - -�'-^1 / `'- .• - "' > 72 X4 �10 `53 .s � 80 OR 81 �` 14 �A�r1°E - SCREEN 1 A.�AGH OPT.PULL HANDLE- 45 so ASSEMBLY sa WITH LATCH DETAILS 41CONSTANT FORCE g y 16 083OR BALANCE 8 ,;' OR •:-� OPT.PULL 42 43 SPIRAL BALANCE HANDLE 63 - KORO "y MITERED FRAME WITH y `\ SASHINTERIOR AND EXTERIOR 37 ASSEMBLY f/_FRAME WELDS 66 _ 36, -• DETAILS (59I Nli, 1 .. _AIRODUC'HCHE 7O B n r,, on..a 5 E - _._ALATJC ``� 3u ng Cage.� i _, i� 7��11 DFI ' ' Ac y mnce No 17-o fl,p5 1 1111 __--------_ __ _----------_-_------–----- Expiration DaEc FRAME Y LY ''.i., ch is on: 20 N/y AY�^,xi eau 1R<t6�jcE Co ASSEMBLY �' `���'�;.•''�ICENSF��(�� DETAILS No.58705 /` 0—ipti— Drown By: EXTERIOR _� •�(7PTE,: 1070 TECHNOLOGY DRIVE EXPLODED ASSEMBLYROSOWS%:I NOTES: ��� 7 N•VENICE,FL 34Title: Dat.: %�`S,'•F�oRIDn,.• ��� c941}48o-160o SINGLE HUNG WINDOW INSTALLATION-LM co 05/15/15 1)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. /� NAL�NG�`\ vc7ltaousrWEs,INe. Serte:l/Model: Scafe: Sheet: Drowlnq No. Raw: 2)J.CHANNEL FRAME SHOWN.PARTS#1 8 5.OTHER FRAME TYPES APPLY. 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6&7. 1/I 111 ALLRirarts RF.SfHVED 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. A.LYNN MILLER,P.E. SH-550O NTS 13 OF 13 M D-S H5500-01 _ B P.E.d 58705- CERT,OF AUTH.#29298 14 .0p .WINDOW/DOOR SCHEDULE.- �s7 NETTLES f3r-✓v APPDX IMPACT PROTECTION ID OPENING DESIGNATION IMPACT NEW * REMARKS NO SIZE TYPE SHU[1 ER MaSTtrtG ( H) GLASS SHMER 37"X 63" 25 SH X EXAMPLE 1 97x &3 1 2 3 7 X tc3 3 53-x &S 4 53x(:3 x 51 5'? x K-0 l-F X 6 (0 5 7 8 9 10 12 , ll 13 -- - - 141 15 161 17 _ 18 19 _ 20 21 22 - 23 _ 24 - . - 25 26 27 -- 281 1 29 -- 30 XWindow Replacement using�Xisting shutters to comply with im ,:_f protection will require the existing shutters to meet the r.,r,uirements of the FBC 5th Edition j2014)Residential R301.2.1.2 TOTAL GLAZED GPENING ARj A FOR STRUCTRE: S.F. PERCENTAGE OF NEW GLAZED AREA: % (TOTAL INSTALLED GLAZED-ARI 4 DIVIDED BY TOTAL GLA7ED OPENIN=";S FOR STRUCTURE) NOTE:The replacement of more than 25%of the aggregate area of exterior glazing(windows&doors)in one&two family dwellings within a 12 month period M11 require impact protection on all proposedglazed opening replacement(approved shutters or impact resistant glazing)as per-FBC 501 Edition(2014)EXISTIRT('.--BUILDP"I-.i 706.4. x*TYPE WINDOWS - SH—SINGLE HUNG F MTI—AWNING SL—SLI!-!NG DH—DOUBLE, I'i3G CAS—CASEMENT FIX—FIXED