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HomeMy WebLinkAboutProduct Approval i Florida Building Code Online Page 1 of 3 SCIS Home Log In s User Registration { Hot Topics Submit Surcharge Stats&Facts Publications ! FBC Stag SCIS Site Map { Links Search b :�P Product Approval ;yam USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL239-1125 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowskl jrosowski@pgtindustries.com Technical Representative Jens 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 Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 12/08/2017 Date Validated 12/20/2017 Date Pending FBC Approval https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1Bu8CAEm... 2/20/2018 Florida Building Code Online Page 2 of 3 Date Approved 12/25/2017 SunirnarV of Products FL# Model,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 R25 C CAC 1.7063002.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 09/01/2021 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R25 II 17063002.13df (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.2 SH-600(Non-Impact) Aluminum Singie Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R25 C CAC 17063007.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 01/26/2021 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R25 II 17063007.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.3 SH-700(Large Missile Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R25 C CAC 17063008.0f Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/26/2021 Design Pressure. N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R25 11 17063008.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.4 SH-800(Large Missile Impact) Multi-Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R25 C CAC 17063003.odf 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-Dade County Notice of Acceptance FL239 R25 II 17063003.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.5 SH-800(Small Missile Impact) Multi-Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R25 C CAC 17063004.odf 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-Dade County Notice of Acceptance FL239 R25 II 17063004.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.6 SH-5400(Non-Impact) Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R25 C CAC 17063006.pdf 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-Dade County Notice of Acceptance FL239 R25 11 17063006.1)df (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.7 SH-5500(Large Missile Impact) Vinyl Single Hung Window https:/hvww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1 Bu8CAEm... 2/20/2018 Florida Building Code Online Page 3 of 3 Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R25 C CAC 17063005.1:)df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 07/30/2020 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R25 II 17063005.Ddf (NOA)for product performance Information,anchorage Verified By: Miami-DadeBCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AAMEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do notsend 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 used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click her . Product Approval Accepts: ==mom Credit Card safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1 Bu8CAEm... 2/20/2018 M IAM i-MADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamJdaqtaov/econom1 PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"SH-5400"PVC Single Hung Window—N.I. APPROVAL DOCUMENT:Drawing No.MD-SH5400-01 titled"Single Hung Window Installation-NI", sheets 1 through 12 of 12, dated 05/15/15,with revision B dated 06/06/17,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:None LABELING: Each unit shalt bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been fled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMLNATION 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#16-0714.04 and consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 17-0630.06 ruartt•oe�e courmr Expiration Date: July 30,2020 Approval Date: November 30,2017 (( ` Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519.06) 2. Drawing No. iMD-SH5400-01 titled"Single Hung Window Installation-NP', sheets 1 through 12 of 12, 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 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 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. 16-0714.04) 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 I I/15/14, signed and sealed by IdaImis Ortega,P.E. (Submitted under NOA No. -15-0519.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 Edition (22014), dated 05/15/15 and 08/29/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under NOA No. 15-0519.06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). / Manuel Pere J Product Control E. min NOA No. 17- 63 6 Expiration Date: July 30,2020 Approval Date: November 30,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS tCONTDWF-DI 1. 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. 2. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, 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 04,116/20. 3. 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. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014) and FBC 6'Edition(2017), dated June 22,2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated June 22,2017,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon,P.E. Supervisor,Product Control Section. (Submitted under NOA No. 15-0519.06) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 17-0714.04) G. OTHERS 1. Notice of Acceptance No. 16-0714.04,issued to PGT Industries,Inc. for their Series "5400"PVC Single Hung Window-N.I. approved on 08/18/16 and expiring on 07/30/20. Manuel P E. Product Contro=- .06 er NOA No. Expiration Date: July 30,2020 Approval Date: November 30,2017 E-2 ANCHORAGE EXAhIPL2&1/8 EFOR , `.'MAX.O.C./ 21-518• ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING � RADIUS-TOP ,- 62-118'MAX.BUCK WIDTH MAX.O.C. FOR ARCH-TOP VARIES PER REINFORCEMENT NOT RATED FOR HEADER(SRA 12"MAX.FROM HEADER(SIM.FOR ALL LEVEL,SEE SHEETS&7 IMPACT RESISTANCE FOR ALL FRAME SEAM 30' 12"MAX � / WINDOW TYPES) SEE WINDOW TYPES) 10"MAX.FROM SEE SHEETS 1-114' SHEET 3 MAX O C 52-1/8'MAX.BUCK WIDTH A,SEE!"-' / FRAME SEAM B.SEE -I-+30'MAX.O.C. _1 12"MAX SHEET3 FIXED VISIBLE 12"MAX' D.SEE 8&9 SHEET3^ IJ I LIGHTWIDTH -L �I SHEET4 B,SEE -30'MAX.O.C.--i-•+�_12"MAX C,SEE r--._ __.tl T A,SEE�'- I 12•MAX, SHEET 3 I} SHEET3j FIXED SHEET4i � ! - - / �""' EQUALLY I /SPACED LI GHT 17-7/TAX.O.C. A,SEE�._ tMAX. i /EQUALLY 17-7/8'MAX.O.C. ANCHORSPER SHEET 3 SPACED I HEIGHT EQUALLY'fABLEs 8 8 7 I O.C. I / ANCHORS PER j 81.78" SPACED I / I 64' TABLES 687 / MAX. ANCHORSPER Q I 0 I 84' I BUCK TABLES 6&7 - I / 6Y I BUCK MAX. HEIGHT -� MAX HEIGHT BUCK AS SHOWN BUCK 10'MAX.IO.C. X 10'MAX.O.C. HEIGHT X L1 10"MAX.O.C. X - y HEIGHT X (9L7B- LJ113-3/4* �L MAX.) --- SASH , ! / 13-3/4'MAX.O.C. I L.—_'—/'--_. . EQUALLY 113-314'MAX O.C. EQUALLY !13.3/4"MAX.O.C. EQUALLY '"►� SPACED _._I sPACED VISIBLE j LIGHT _� SPACED L-- -- SEE T ! ANCHORS PER 1 / �TAgOE56 8 �HE HEIGHT �TABOE5687 I SHEETS J ! TABLES 687 A I / Al jA 889 ,� i / C .1y I 1i I 6-1l2'MAX 6-1n'MAX. 1MAX. g�—JNDANCHORS AT STILL -�< 8�-- JNOANCHORSAT8- B _ NO ANCHORS ATSILL Dom_-_,-J 1-1/4• IF.�-T SEESILL WEEP- SASH VISIBLE SEE SILL WEEP- SEESILLWEEP- NOTCHSEESILLWEEP- 52.1/8"MAX.BUCK WIDTH NOTCH DETAILS, NOTCH DETAILS, 52-118'MAX.BUCK WIDTH` ��NOTCH DETAILS, NOTCH DETAILS, SHEET3 LIGHTWIDTH SHEET3 SHEET3 SHEET4 ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEL/PROVIEW CONFIGURATION SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN GENERAL NOTES:SERIES 5400 NON-IMPACT RESISTANT SINGLE HUNG WINDOW 75'HEIGHT SEE TABLES 4-7 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) 1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). GENERAL NOTES............... .........1 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY.USE ONLY MIAMI-DADE COUNTY APPROVED MASONRYANCHORS,MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ELEVATIONS..............................:..... ................ 1 ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. FRAME,GLASS 8 ANCHOR OPTIONNSS.................2 LEG/BOX 4 ALL WOOD BUCKS LESS THAN 1-112"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS INSTALLATION,FLANGE L EQUAL CHANNEL...3 INSTALLATION,INTEGRAL FIN....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.._....................... &7 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INST.ANCHORS SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND 15 BEYOND THE SCOPE OF THESE INSTRUCTIONS. ANCHOR QUANTITIES......................................... &9 EXTRUSION PROFILES 6)1/4'MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMSCAPABLE OF TRANSFERRING APPLIED LOADS. ASSEMBLY 8 PARTS LISSTT....................................10 ..................................11-12 7)DESIGN PRESSURES: A'NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM E1300. CODES/STANDARDS USED: B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TESTING AND GLASS PER ASTM E1300. •2017 FLORIDA BUILDING CODE(FEC),6TH EDITION C,DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. •2014 FLORIDA BUILDING CODE(FBC),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 •ASTM E1300-09 NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. -ALUMINUM DESIGN MANUAL,ADM-2015 0 coag PRODUCT REVISED du 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. a'CeII���� Raffia 10)REFERENCES:TEST REPORTS FTL-7964;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ENERGI WINDOW AND DOOR PROFILES,LTD WHITE 8 BRONZE/LIGHTER •AISI 3 0-10 Aci pn8CoN SHADES OF CAP COATED PVC EXTRUSION NONS;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION.ANSI/AF&PA NDS&ALUMINU HSMIVIMA AL •RISC 360.10 Fc., t*nca No/ - O.D(aaO fv irntia Dale 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. \���ON�(LYfyN�i7j� Rev107 `El_. - ! USER INSTRUCTIONS: ��� .•' LICENSE'•�l�'; UPDATED TO FBC 2017.-JR- Mimi aar aci c. 1)DETERMINE THE SITE SPECIFIC.WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. No.58705 06/06/17 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE.DETERMINE YOUR WINDOWS DESIGN - = Description: 0+°"'" OPENING OBTAINED IN STEP 1. PRESSURE FROM TABLES 4 OR 5,IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW 1070 TECHNOLOGY DRIVE GENERAL NOTES&ELEVATION J ROSOWSKI <(/ 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 6 OR 7.VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS �O.n S TE O .•'(V N.VENICE,FL 34276 Rtic Date: FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. F •••.�ORIDP,• 811)-080-16DD 5)INSTALL ASPER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. '''ss�ONAL�NG�``` ( CDPTfeoHim71117 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 !/11111111111 PGTRAUSTRIES,INQ Senee/Model: Scale: Sheef: Drawing No. Rev: NOTE:DESIGN PRESSURE RATING DETERMINATION ISTHE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, AURIGHTSRESERVED SH-5400 NTS 1 OF 12 MD-SH5400-01 B INTEGRAL FIN OR EQUAL LEGIBOX). A.LYNN MILLER,P.E. P.E.I/58705 CERT.OF Al7TH.11282B8 TABLE 1:ALLOWABLE GLASS TYPES Glass Description(Listed from Exterior to Interior) Design Pressure Frame Glass Frame Frame Type Table# Sheet# Types Options Congga Shapes Installation Options that may be used 1 314"I.G.:1/8'A Exterior Cap+i/2'Air Space+118"A Exterior Cap 4 6 (see Fig B) (see Table 1) (see Fig A) (see Fig C) 2 314"I.G.:1/3'T Exterior Ca +1/2"Air Space+118"T Exterior Ca 4,5 6,7 into 2X Wood Fra n-sheet 3, -sheet 3,option 1 P P P Equal-Elle, Square/Rect., Flange Through line Dame ....into Concrete/CMU-sheet 3,option 2 3 314"I.G.:3/16'A Exterior Cap+3/8"Air Space+3/16"A Exterior Cap 4,5 6,7 1-4 Oriel/Proview Arch Top a of the window...... 4 314"I.G.:3/16"T Exterior Cep+3/8"Air Space+3/16"T Exterior Cap 4,5 6,7 (#2) a Cottage Radius-Top through 1X Buckstrip into Concrete/CMU-sheet 3,option 3 ....Into Metal-sheet 3,option 4 "A'=ANNEALED;-r-TEMPERED ....Into ZX Woad FremdBuckstrip-sheet 3,option 1 Box/ Equal-Ute, Square/Rect., Through the frame ....Into Concrete/CMU-sheet 3,option 2 Equal-Leg 1-4 OrlellProview Arch-Topa of window...... through 1X Buckslrip Into ConcretdCMU-sheet 3,option 3 BLE 'ALLOWABLE ANC O S THROUO HE FRAME (#4) a Cottage Radus Top Min.Edge Min. Material Min.Fr Mn.F„ ....Into Metal-sheet 3,option 4 Group Anchor Substrate Distance Embedment` Steel Screw 92 ksi 120 ksi Through the ....into.2X Wood FremdBuckstrip-sheet 4,option 5 Equal-Ute, Square(Recl.,integral fin...... ....into Metal-sheet 4,option 7 18-8 Screw 60 ksi 95 ksi J-Channel P P.T.Southern Pine(SG=0.55) 7/18' 13/B' 1-4 Ori Cottage Arch-Top 8 #10 SMS 410 Screw 90 ksi 110 ksi (#1) Through the home ••.•Into 2XWood FremdBuckstrip-sheet 4,option 6 Steel,A36' 318' 0.050' a Cotiego Radius Top (steel,18.8 S.S. Elco Aggre-Gator® 57 ksi 96 ksi of the window...... ,,..Info Metal-sheet 4,option 8 Steel Stud,A653 Gr.33• 318' 0.0451'(18 Ga.) or 410 S.S.) Elco UltraCorM 155 ksl 177 ksi Through the Into 2X Wood FremdBuckstrip-sheet 4,option 5 A Aluminum,6063 T6' 318' 0.050" Equal-Lite, S uare/Rect., 410 S6 Elco CreteFlex® 127.4 ksi 189.7 ksi q q Integral tn...... ,,,,into Metal-sheet 4, tion 7 P.T.Southern Pine(SG=0.55) 7/16" 1-318" Integral Fin W 6063-TS Alumirwm 16 ksi 22 ksi 1-d Oriel/ProNew Arch Top 8 3/18"steel Ultmcon Concrete(min.2.85 ksi) 1' 1318" A36 Steel 36 ksi 58 ksi ( ) a Cottage Radus Top Through the frame ....into 2X Wood FremdBuckstrip-sheet 4,option B Ungrouted CMU,(ASTM G90) 2-112" 1-114" -Gr.33 Steel Stud 33 ksi 45 ksi of the window...... ,,,,Into Metal-sheet 4,option 8 P.T.Southern Pine(SG=0.55) 9116" 1.3/8" #12 SMS FIGURE A FRAME CONFIGURATIONS FIGURE B:FRAME TYPES (steel,18$S.S. Steel,A36• 318' 0.050" or 410 S ) Steel Stud,A653 Gr.33• 318' 0.0451'(18 Ga.) .S. B Aluminum,6063-T5* 318' 0.083" 1/4°steel Ultmoon P.T.Southam Pine(SG=0.55) 1" 1-318" Y 2JE D 4 D 1/4'steel Creteflex P.T.Southam Pine(SG=0.55) 1° 13/8° 1/4"steel Aggre-Gator P.T.Southern Pine(SG=0.55) 1• 13/8" /J� j Q BOX OR Q Concrete(min.2.85 ksi) 1° 1-3/4" Y/ FLANGEQUAL- BOX Ultrecon / LEG C Ungrouted CMU,(ASTM G90) 2-1/2' 1-1/4" - 1/4"steel Creteflex Concrete(min.3.35 ksi) 1" 13/4" EQUAL-LITE ORIEL COTTAGE 1/4'Steel Ultracon Concrete(min.2.65 ksi) 2-1/2' 1-314" FIGURE C:FRAME SHAPES Concrete(min.3.35 ksi) 2-1/2' 1'314" BUCK WIDTH —�--�BUCK WIDTH BUCK WIDTH�+— 1/4'steel Creteflex — I �——'� D Ungrouted CMU,(ASTM G90) 2-1/2' 1-1/4' r ---i ----t 1/4'steel Aggre-Gator Concrete min. STM ksi 1-1/2' 1-318° 1 T �) Grouted CMU,(ASTM G90 2° 2" _ _ _ 1 0 v 0 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. T INTEGRAL w w w J-CHANNEL 'UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. Y -- - - Y -- w Y - - = Q FIN 03 M �w TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN I RECTANGULAR RADIUS-TOP ARCH-TOP Min.Edge Min. WINDOWSHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY PRODUCT REVISED Group Anchor Substrate Distance Embedment` BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING a5-mOyina wipl the Flonl1a DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM Oaildin&Code E 2-112"x.131"Common Nail P.T.Southern Pine(SG=.55) 318" 2-7116' THE TABLES ON SHEETS 6-9. 1 I I r r 1 Aempterco No! O�QfQ &1/2"Ring-shard(Rooling Nall P.T.Southern Pine(SG=.55) 3/8" 2-7116' Y Ly / '� eta�_ _` N /�/ Revh9m,P.T.Southem Pine(SG=.55) 1/2' ...... MANCHORS RE-GROUPED. lir#10 Trusshead SMSAllnninum,6083-TS' 318' 0.050' x= tlin �DmleP (steal,l6 a B.S. _ -JR-06/06/17 or 411 S.S.) Steel Stud,Gr.33• 3/8" 0.0451'(18 Ga.) _*: No.58705 F Steel,A36• 3/8" 0.050' orom lay: DescApuon: P.T.Southern Pine(SG=.55) 9116' 1-318" p•. ,«�� 1070TECHNOLOGYDRIVE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI 912 SMS Aluminum,6063-75' 3/8" 0.063" Q (steel,18-8 S.S. S OF N.VENICE,FL34275 �I veer Date: or 41 Steel Stud,Gr.33• 3/8" 0.050" �F ..RoRlD1;,.•• \�� (941}d80.1soo SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 0 S.S.) Steel,A36' 316" 0.050' y/SS�ONALparu�muaia�mc. 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. /1 f 111111 ALLMOHNIRESERVED Serres/Madel: Secfe; Sheet: Drawing ft. Rev: n..LYN��ILLER,P.E. SH-5400 NTS 2 OF 12 MD-SH5400-01 B RE.# 68706 CERT.OF AUTH.029298 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. OPTION I -1- EDGE DISTANCE SEE NOTE 2,THIS SHEET. {.— ANCHOREDTHROUGH I EMBEDMENT FRAME INTO 2X WOOD EMBEDMENT 114•MAX SHIM FRAME OR BUCKSTRIP. 16 114"MAX SHIM -+I r— SEE NOTE 2,THIS SHEET. EMBEDMENT SASH VISIBLE 17 I EDGE 18 LIGHT WIDTH ❑ EDGE � ❑� a � DISTANCE FLANGE FRAME DISTANCE SHOWN e.•�• D I'-' - --� 44 BALANCE TYPE VARIES TYP.ANCHOR 11 LMAX TVP.ANCHOR TYPE, 42 WITH SASH D TYPE, SHIM ' �a EMBEDPAEN WEIGHT 54 EMBEDMENT EDGE 2 TYP.ANCHOR TYPE, EDGE < Q 30 AND EDGE EMBEDMENT AND EDGEDISTANCE PER (31 DISTANCE PER ! DISTANCE PER SUBSTRATE, SUBSTRATE, EDGE SUBSTRATE, a p SEE TABLE 2,SHEEP 2. 18 SEE TABLE 2,SHEET 2. EXTERIOR A DISTANCE SEE TABLE 2, 87 SHEET2. FIXED VISIBLE 4 c FIXED 19 201 OPT.SASH TOP FLANGE LIGHT WIDTH -I VISIBLE JLIFT RAIL FRAME I 2 EQUAL LIGHT SHOWN 1 BUCK WIDTH LEG/BOX NOTES: FRAME FOR ALLWINDOWS: HEIGHT �- 1ANCHOR @3.55" HORIZONTAL SECTION A-A SHOWN 49 48 FROM END AND AT 1)USE ONLY 22 21 CENTER. SUBSTRATE-APPROPRIATE ' 2 FOR WINDOWS ANCHORS LISTED ON TABLE 2, SHEET 2.FOLLOW EMBEDMENT AND 0 OVER 36'WIDE: EDGE DISTANCE S DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 73 ADD ADDITIONAL MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLE 2,SHEET2. SCREWS @16-3/8" INSTALLATION OPTION SHOWN MAY 14 45 46 47 BE USED ON ANY SIDE OF THE 35 FROM END. WINDOW. a FOR WINDOWS WITH 1/4"MAX. BUCK \8 BOTTOM LOCKS: 2)MASONRY ANCHORS MAY BE SHIM - �— �.100RH72 STEEL 1/4'MAX. a O ADD ADDITIONAL SELF-DRILLING SHIM 50 USED INTO WOOD PER TABLE 2, HEIGHT SCREWS @8.318" SMS(GS),SEE 85 30 -� FROM END. SHEET ALL WOODD BUCKS LESS TABLE 2, ❑� THAN 1-1-1 12'THICK ARE TO BE SASH CONSIDERED 1X INSTALLATIONS.IX SHEET2. EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS 16 DEPICTED AS 2X ARE 1-12•THICK 86 OPT. USE EITHER OR GREATER.1X AND 2X BUCKS 7'—I LATCH OR (WHEN USED)SHALL BE DESIGNED U (2)1' 81 30 65 64 BOTTOMLOCK. TO PROPERLY TRANSFER LOADS TO FLANGE EQUAL j INTERIOR 31 TESTED UNIT THE STRUCTURE.WOOD BUCK FRAMELEG/BOX i WEEP LOCATION:6-518• DESIGN AND INSTALLATION IS THE SHOWN /7 FRAME NOTCHES AT 80 FROM SASH END. RESPONSIBILITY OF THE ENGINEER �>17 G� �— SHOWN EACH END. OR ARCHITECT OF RECORD. EXTERIOR 8 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION 4 OPTION 4 PRODUCT REV75P.D I 67 OPENING)IS MEASURED FROM as complying with LRe Fiaide I _ BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH Building Code 1/4'MAX SHIM FRAME INTO METAL FN iry rnHnn Data EQUAL-LEGIBOX _ �OO�� \\111117// _ IwN1 FRAME INTO METAL Ampmco No FFJ+ME SHOWN o RevisfOn: 27'X 1.25 �aL�cENSF /!�� NO CHANGES THIS SHEET. By NO ANCHORS MiaaieProdua Conhv� WEEPHOLE W OVER@ REQUIRED IN VISIBLE LIGHT FORMULAS '•.� r 2.87"FROM 138 *••• FLANGE OR - * N0.58705 __ EQUAL-LEG WIDTH *- EACH END. - D—ription: Drum FRAME SILLS @SASH:BUCK WIDTH-6.12' ''� 1 1 @ FIXED LITE:BUCK WIDTH-4-318' � a 1070 TECHNOLOGY DR NE FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI i0�'•.• ST TE � N.VENICE,FL 34276HEIGHT Date: BUCK IGHT/2-LRE) %ti`s ••.......... \l�� (941)-480.1660 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 t VERTICAL SECTION B-B BUCK HEIGHT2-3-15/18' �I'/S,ONAL�NG 0OP"i0MO70iT / \ ALL�� ,IHiNVFD Series/Model: Soale: Sneet Drawin4 No. Rev: A.LYNN MILLER,RE. SH-5400 NTS 3OF 12 MD-SH5400-01 B f REM 58705 CERT.OF AUTH.#28208 INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO ANCHORED THROUGH INTEGRAL FIN 2X WOOD FRAME OR BUCKSTRIP.SEE INTO 2X WOOD FRAME OR INSTALLATION OPTION 5 EMBEDMENT EDGE DISTANCE ANCHORED THROUGH INTEGRAL I-�- EMBEDMENT NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2.THIS SHEET. FIN INTO 2X WOOD FRAME OR 114'MAX SHIM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 16 1/4"MAX SHIM SHEET. TYP.ANCHOR TYPE. SASH VISIBLE L J-CHANNEL EMBEDMENT AND EDGE 18 Q LIGHT WIDTH FRAME 1 DISTANCE PER SUBSTRATE, SHOWN c 1 SEE TABLE SCREW SHOWN) 44 BALANCE r EMBEDMENT TYPE VARIES ----- - — �0 —1/4"MAXSHIM — 42 WITH SASH (5�q}�� TYP.ANCHOR TYPE, DISTANCE II(��I�/J� WEIGHT 64 30 EMBDISTANCE PER D EDGESUBSTRATE, L 31 DISTANCE PER SUBSTRATE, u (ma SEE TABLE 3,SHEET 2, n EXTERIOR TYP.ANCHOR TYPE, 16 (NAIL SHOWN) - I ID� 87 J 3 �a : INTEGRAL EMBEDMENTPERAND EDGE SUBSTRATE,rlJl � � FIN DISTANCE PER SUBSTRATE, FIXED VISIBLE FIXED 19 20OPT.SASH TOP J CHANNEL LIGHT WIDTH FRAME SEE TABLE 3,SHEET 2.SHOWN (NAIL SHOWN) VISIBLE � � LIFT RAIL FRAME 1 LIGHT I I HEIGHT I FORALLWINDOWS: NOTES: SHOWN + I 1 ANCHOR @ 3.55' BUCK WIDTH 1 I 4948 FROM END AND AT 1)USE ONLY 21 CENTER. SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C I\ 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 73 OVER 36'WIDE: OF SHEET 2.FOLLOW EMBEDMENT 114"MAX _ DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 0 ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY SHIM MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES.TABLES 2&3,SHEET 2. I SCREWS @163/8• INSTALLATION OPTION SHOWN MAY 14 45 48 47 BE USED ON ANY SIDE OF THE 30535 FROM END. FOR WINDOWS WITH WINDOW. BUCK BOTTOM LOCKS: #10 OR#12 STEE)D/DR 1/4"MAX. HEIGHT 50 / a 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF DRILLINGSHIM SCREWS @ 63/8' USED INTO WOOD AS PER TABLE 2, SMS(GS),SEE 85 �— FROM END. SHEET-2.1 ALL WOOD BUCKS LESS E3 TABLES 2&3, D� 30 THAN 1-112"THICK ARE TO BE SHEET 2. SASH CONSIDERED 1X INSTALLATIONS. EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF _ LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT USE EITHER SUBSTRATE.WOOD BUCKS LATCH(SHOWN) DEPICTED AS 2X ARE 1.112'THICK /�` 16 OR BOTTOM OR GREATER.1X AND 2X BUCKS OPT, v LOCK(SHEET 3).65 (WHEN USED)SHALL BE DESIGNED TESTED UNIT(2)1' 81 I 30 63 LOCATION:6618' TO PROPERLY TRANSFER LOADS _ JJ FLUULLLJJJ INTERIOR 31 TO THE STRUCTURE.WOOD BUCK WEEP FROM SASH END. DESIGN AND INSTALLATION IS THE IN-FIELD NOTCHES AT IN CH END. 30 RESPONSIBINO ANCHORS OR ARCHITELCT OF RECORDITY OF THE . FRAME FRAME HS OWN [�D� DREQUIRED IN FRAME EXTERIOR INSTALLATION 7 SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION n THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 V OPTION 8 PRODUCT REVISED OPENING)IS MEASURED FROM ANCHORED THROUGH FRAME INTO '"c`'a'Plying w�.h the�°�0 1!4'MAX ANCHORED THROUGH Baiidu�c(,ode INTEGRAL FIN �—�I� SHIM BEADING TO BEADING. INTEGRAL FIN INTO METAL METAL(INTEGRAL FINIFLANGE REMOVED) Ae�pt�yae FRAME SHOWN o _t I I I I I I Expimrion �� V LY Revblon: 27'X 1.25•WEEPHOLE ��\��N••• •••N,y1i �'�, NO CHANGES THIS SHEET. D7 38 W/COVER @ 2.87 LIGENSF �( Mia?ryi ePradva Convo!/"� FROM EACH END. VISIBLE LIGHT FORMULAS TYP.ANCHOR TYPE, *: No.53705 ' \ EDGE DISTANCE WIDTH — EMBEDMENT AND EDGE — prawn By: DISTANCE PER SUBSTRATE, _i @SASH:BUCK WIDTH.6-112" -Q Description: SEE TABLE 3,SHEET 2. �1 EMBEDMENT @ FIXED LITE:BUCK WIDTH-4-3/8" ��•: 6 ��•:,��— 1070 TECHNOLOGY DRIVE J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) %O SATE O N.VENICE.FL 34275 HEIGHT(EQUAL-LITE) 'i�� ••,RORIOP•. \ (941}4841600 rDe' Date: INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK HEIGHT/2-3.15/16" i�3's�O..... ��G��` as moo SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 ANCHORED THROUGH INTEGRAL FIN /!/! NAL \�` PpTaIDUSTRIE&IUC. INTO 2X WOOD FRAME OR BUCK- III I I I t I�� ALL RIGHTS RESERVED Sarles/Model: Scale: SAeeL Drowing Na. Rer. STRIP.SEE NOTE 2,THIS SHEET. A.LYNN MILLER,P.E. SH-5400 NTS 4 OF 12 MD-SH5400-01 B P.EJt 58705 CERT.OF AUTM.#29298 3/4"NOM. 3/4'NOM. I_— —�{ 3/4"NOM. 3/4'NOM. 118"A GLASS I 1/8"T GLASS 3116'A GLASS I- 3/16"T GLASS 1/2'AIR SPACE - 112"AIR SPACE 318"AIR SPACE 318"AIR SPACE 118"A GLASS---\ 1/8"T GLASS 3116"A GLASS 3/16"T GLASS a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 7s-79 78-79 E79_ (E3— I/ — GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE 3 GLASS TYPE 4 1/2'NOM.GLASS 76-79 SITE TYP. 73 74 31 EXTERIOR 75 a 38 30 PRODUCT REVISED os—plying"idi 64e FIGHAB f3irilding Cods .010 6 ,a,w l}a,coao • ��`'��•'• CEN@•''•% RaNalon: DY `1 Q? ' F NO CHANGES THIS SHEET. TYP.GLAZING DETAIL No.58705 ; *- �••�6 ` I7:•�l/` ® Omclipflan: Dr m W. 0 S ATEO f Y- R/. 1070 TECHNOLOGY DRIVE GLAZING DETAILS J ROSOWSKI N.VENICE,FL��sS•F(ORIDP,�`G�� (841)•480-180034275 tithe: Data: A�ANNNOED: X77///ONALill �E���� COPMOW077 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 'T=TEMPERED Por�08tR�t;Ma' Serim/Model: Scale: Sheet: Oroelnp No. Rer. A.LYNN MILLER,P.E. �� SH-5400 NTS 5 OF 12 MD-SH5400-01 B P.E.tl 58705 CERT.OF AUTH.#28208 TABLE 4: a6r Typ46 BdWll goon Smh D..Ig.Poe 6 m(IbsN?) 1.4 orelpbn40va1 R910N wld.uwl RWgeG1N1mW RW W,da 8,,kWldtb(In) Rt nagh G.- 917) 28 24 32 36 40 1 48 SLRS 218 Eq.- 11.]91 •80.0 -1000 .0.0 •Me -Me •1000 ♦Wo -1m.D +500 -100.0 450.0 49.0 +5D.042.0 SWdVd Cdlege 14.51/-106'0 +50.0 -100.0 we -WO.a +we -100.a +WD -100.0 +me -100.0 +90.0 41.0 .ND 40.0 m Egv9Nee 11.80.1-14.616 +no -100.0 +50.0 --A +Me -100.0 +W.O -100.0 .50.0 -100.0 40.0 -1000 +50D 47.1 8mda0 P1a00e 11.371-11,502 4WD -iW.a .50.0 -100.0 .Me 400.0 +WD -100.0 .50.0 -100.0 1N.0 Ame .50D 94.0 T.W 23317-23288 +50.0 -I= +5DD AMD .50.D -1000 +60.o •100.0 .50.0 •100.0 .no 880 .50D -lis 8lertero C011epe W.9N-23.510 -No -1000 no -100.0 100.0 -1000 4We -100.0 4WD 423.0 .50.0 49.8 .W.O .78.1 0 37.318 EoO"W 17.617-20.957 +50.0 •100.0 +50.0 •100.0 .we •1m.9 .00,0 -tm.0 +500 .Imo we mo +005 -i6.o 61�dWd PIOdeR Mott-1T.515 10.0 -1000 +50.0 -100.0 450.0 100.0 4me •Icon 400 •1Wn no 442 we -753 SWW 11377-14,516 WA •100.0 +50.0 •100.0 +51.0 -100.0 .00.0 -123,0 .00.0 400.0 +00.0 410 No •73.0 T.m.t 2730-31.911 .W.D 1-100.0 +Me -100.0 400.0 40,0 +50.0 41.0 .500 49.0 +50.0 •78.0 +50D -71.0 a EEffl_ ae 26311-27.082 +we •IWD .N.O -100.o +00,0 -100.0 +50.0 -100.0 .Woo -100,5 .0.O 42.] .CDA -721 HEADER dbpe 23.817-X516 .50.0 -me +50.0 •100,0 +500 -IW.0 460.0 -Im.a !MD 400.0 .WD -79.0 .ND •70.9 Ob 20.511-2].616 .0.0 -100.0 +No -100.0 -no -100.0 +50.0 •100.0 .500 400.0 4W0 -78.3 40D .70.3 IDAIv 17517-20.016 .500 •100.0 +ND -1m.D +600 -Im,O 460.0 -ImD +we -100.0 .no -78.5 +WD -70.4SRe 1431'•11.61460.0 -100.0 400.0 •123.0 .230 -100.0 +60.0 -100.0 .50.0 •100.0 +500 -79.8 +WD -7124! 1131/-14.518 400,0 -ime +50.0 •123,0 .000 -100.0 +00.0 -100.0 .SOD 44.1 +SOD -708 +we -71.6 11568.30.911 +60o -1W.a two •100.0 two -909 +me 49.3 +50.D •89.3 + D -7.9 .ND 89.1Oaeye m.'I1.311= .50.0 -,23.0 .60.0 -123.0 .00,0 -I00.D +W.D -100,5 .00 46.4 .0040 •73.0 .600 Be 2O.5t7.MP315 .50.0 4 .0 +50.0 -100.0 +50.0 -100.0 .W.O 400.0 +WD -912 +ND -710 +we 019 MEETINGRAIL l•IVA++ two -100.0 •60.0 •100.0 450.0 •100.0 150.0 -IWD 4Me •91.1 +500 44.9 .500 41.0 23 stts 14.517.17.616 +W.O .100.0 +W.O •100,0 +mD -100.0 +50.0 •10.0 +00.0 -92.0 +ND •7eD W. 88.1 I� 26 0 CmI BM 1231'.14616 +BOD .1000 .60.0 -100.0 450.0 -100.0 +50.0 48.7 +W0 47.0 .60.0 •73.8 .WD 48.9 D o s SI I 11317.12,518 .50.0 -100,0 .60.0 -123.11 +500 40o +W.O 418 .Woo -817 450D 4711 +50.0 513 Tdb.l 33209-31.636 .30.0 -100.0 .50.0 414 450.D 84.3 +50.0 422 .We 41.9 450D -71.5 .50.0 4915 O� 0 3 Sh7aaaC UW 28.517-=N +WA •100.0 +W,O •100.0 +no -100.0 .60.0 -100.0 -We 1118 100.0 -7141 +600 43.3 a O 9 EQalVD 23317.29.510 .50.0 AWA +Me -100,5 450D •100.0 +We -iWD +50.0 •M.5 .50.0 -72.8 .we 0541 23 --8ae 20517.21.818 +80.0 -100,5 4580 Awe .500 -10.0 +500 400.0 .50.0 •S46 .500 -72.9 ODD 411 49825 sc.t] s. 14ot7.2o.et6 +50.0 -100.0 +50.0 400.0 4o0D -100.0 +ND -100,0 +WO -860 +ND -7].1 *No.o ee.e 6 ER67R SASH Cmlem Bln 14.611-11.618 400.0 •100.0 +60.0 •iWD 450.0 •100.0 +0017 830 +504 49.6 +ND . .1 400.0 $T.1 p Wes. 12011.14316 400,0 -10.o .0.0 •1000 +W.D 417 .60.0 826 160.0 45.7 Owe -723 .WD 473 ExlEfipR a HEIGHT 9h01he1 11277.12.516 .50.0 •100.0 .50D 49.8 .0.0 067 No 47.0 .ND 419 +500 490 *No 4 A J,/L T."al 30617.41.614 4000 -IND .ND 4111 .WD •712 .50.0 868 +we 47.1 +50.0 48.1 .50.0 083 _ Stme.dWhge 31.517-36.616 we -tm.a .0040 492 -WD 483 -we 'We +Me -0BA .50D d2 .W.. 408 JAMB EqW 26617-31!19 4W.O -100.0 1%D ADDD 4000 •100.0 +500 -98.7 400,0 -65.7 +500 83.7 No a0.3 6T9Da90 PtOrW 21517.20.318 +.0.o -10eo R.WD4" 7 .W.o 47.0 .60.0 080 4WD 111,5 1500 45.4 40.0 07.8 23 0 clabel She 20.517-23.516 .50.0 •1WD .3 +500 •77.0 +50.0 -746 .No -73.6 .50.0 44.e +ND 08.0 cmhm 17517-20.519 +50.0 47.1 .0 100.0 461 +Me 45.9 .800 442 +BOD .605 +We 408 SILL D Cmhm site 14,517-17.519 450.0 49.8 .0 450.0 0148 400.0 868r4MO 8740 +NA 0549 404,5 0248 c.-Slue 13D17.14.616 4600 48.1 .0 .60.0 080 +W.O 060 •53.9 .WD 424 450.0 ala Slmael 11.854.13.018 +50.0 417 .8 +00.0 07.0 +WD 43.9 .3146 .600 40.0 .60.0 no T.ftt 19617.11.64 +60.0 •100.0 we .6 no -7t2 .50.0 4B. 41.1 4WD a0D +W.D 830 Cm10m 616v 36811-,594618 me 400.0 no6.7 +me -77.6 40.0 .750 -74.1 -WD 40.7 -MO 0341 E4mH1e 31617-38.516 +50.0 -100.0 2.0 450.0 409 4WD •105 •17,9 .ND .... .no 42.4 0 IS Llatan 6ha 32.617-38.616 4W.o -100.0 6.3 +60.0 .740 +00 -71.0 -702 +WD 402 +WD 023 98nda0 PvuAm 29.517.32616 +GOD -94.6 M-5-OD .71.5 +we ae3 +ND 813 41.6 +W.O 492 .We a3.0 C tm& 28 511-29 516 +60,0 41.2 -71.0 460.0 ADD 4 .0 069 84.g .No a3.s -we at.5 SECTION DETAIL FOR WINDOWS WITH 6mIb1 25.618-260516 .500 -010 49.0 .60.0 -Wt +50.0 4.0 SID +60.0 a1.4 450.0 006 r�W11ee 33.611-41.60 +Woo 44.9 •17.5 .50.0 453 .60.0 437 .500 aID 4W0 464 +N.o 40.5 LEVEL R1 REINFORCEMENT&GLASS TYPES 1-4 4W,p 412 .71.0 .600 ma +WDsdaWa84.g .WD sa +500 aea (REINFORCEMENTS SHOWN IN FIGURES .W,o 411 47.6 450.0 -57.0 +500 03.9 .N.a ave +005 80A .N.a ao.pABOVE APPLY TO ALLFRAME TYPES 8 '00.7 4ae +600 07.0 .W0 01.9 .ma a1D .son 40.0 460.0 0040 CONFIGURATIONS) SEE TABLE 6,SHEET 8 FOR ANCHOR GROUP AND QUANTITY. MIN,SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 PRODUCT REV ISEO as cGeIplying with the Fla[dda Building Cade ��eeff�I 11.1111111171 Acceptmco No/ 'Dfcv+.06 ,,,�ON Y IVN ., Revision. F-cmtt4nDote �'�.:•'�10ENgF'•.CC�� J NO CHANGES THIS SHEET. *; No.58705 NOTES: - 7M• ••(jl• D6auip0on: a°�n 8Y 1)USE THISOR INTEGRAL FOR ALL WINDOWS INSTALLED THROUGH THE FRAME �` 1070 TECHNOLOGY DRIVE DESIGN PRESSURE TABLE J ROSOWSKI OR INTEGRAL FIN. %O STATE OF ,p .• N.VENICE.FL 34275 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. �i��CC3TS/O OR2DNG��� (941H80-16007106• ��• 80.16 gme2o,7 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR 7 111 1 1 1 1 1 1111 Pf77 D4tia91WE9,MC. Serlea/Model: Seale: Sheet• D'arDly Ne. Rer. HEIGHT DIMENSION SHOWN ON THE TABLE. ALL AWIf>!RFDERv® A.LYNN MILLER,P.E. SH-5400 NTS 6 OF 12 MD-SH5400-01 B P.E.058705 CERT.OF AUTH.#28296 I TABLE 5: 6047 .O9nE_!LpMn h 695pHb D°°Ign P.2.rIe lN9tft]I 2.4 m01tyi0nbHeI Ib107.Lev41 Rspe®� fl q Wind-Buri Width In W ".05h lm) 36 24 33 35 40 3 5L325 US El.- 11294 .6.D -mo •mo I -130.0 •60..0 430A wS0 -130.0 4850 1-130.0 +65.0 1 -129.0 1 •650 I •121.0 SWMt" 14517-15.870 +65.0 .130.0 •65.0 1 •130.0 +85.0 •1311.0 .WO -1x0.0 4.SD -130.0 .05.0 -121.0 ..S. -118.0 26 EymAu +1503-46616 no .130.0 .6D 1 •13(1.0 465.0 430.0 .65.D -130.0 .65,0 •130.0 .65.0 -130.0 •65.0 •130.0 SIm09Rt PDMeB' 11]77.11562 40.0 -13D,D +W.o I -130.0 .WD •130.0 r65A -130.0 465.0 -19.D w6.D -130.0 .65.0 -121.0 Te14e1 ]3611-25.2°6 4560 -1300 r65A -130.0 465.0 •130.0 +65D -130.0 +65.0 •130.0 .56.0 -1710 .650 •11x.0 BL10im26t" MS.--$I. +6.0 -130.0 .65.0 -IDO.0 465.D -130.0 .650 -130.0 .85.0 -130.0 +650 •120.6 465.0 •112.! 37375 El"4'D 17517.20.957 +60.0 •130.0 +65.0 •1300 +56.2 •19.0 +65.0 -f9.0 +6.0 -19.0 75.0 -121.2 M. •100.3 sla mPmdm, 14517-11.510 .66.0 •1300 .65.0 -1300 +W.O •130.0 .fi5D -1300 .0D -1300 .650 -1712 .560 4102 Sroa3t 11.377-11.616 +63A AND +6.D -130.0 •mo •130.0 ODD -130.0 .050 -19A .05A -110.0 •85.0 -107.0 T-1 ]7.63.31.911 +56.0 -130.0 +65.0 -1300 465.0 •130.0 +65.0 4WD 4650 •118,0 .66A 49.o 4650 no a cm-s¢. 28017-27.W] 46.0 d A 10.0 •130.0 'no •19.0 .650 430.0 486o •130.0 465.0 415.3 .0D 403A HEADER slaltlarff tl 23617-26.516 460.0 -130.0 465.0 -130.0 4nD .130.0 4nD -13DA +BSO -1300 r650 4100 w5D •592 44 Et7,� 20517-2:1.619 M. 430.0 .65.0 -130.0 .65.0 •130.0 +650 •19.0 .550 430A +65.0 -IM6 +6.5.0 45.4 EFu rCPmbw 17.fi17.20518 +fi5D •130.0 +65.0 -19.0 .BSD -130.0 .05A -130.0 .60 -13DA xmo -108.9 .95.0 AB.e cmtmn Size 14.617.17.515 +60.0 •130.0 +0.D -130.0 4WD •130.0 +65D -130.0 •65.0 -130.0 4O5A -111.3 +B5.D 49.7 SO .l 11.377-14.516 •56.0 •130.0 +05.0 -130.0 +6,0 -19.0 .65.0 44.0 466D -130.0 40D •113.1 465.0 •1Ot.T T.MI 31563-MA 1 465D •130.0 +65.0 430.0 .56.0 •IZT2 4560 -ImA .6.0 •1 Wo +65D --D 7'30 83.0 &9omr6cx11eW 25617•]1.53 .65.0 •19.0 r66D -130.0 +fi5D -130.0 +65.0 -m. .850 •131.0 +85.0 -1033 •660 42.1 Ete°N60 2D.611-26.616 +65.0 -130.0 465.0 -130.0 .56.0 -130.0 .560 -19A +6.0 •19.0 455.0 •1062 460.0 •00.6 a O MEETING RAIL 4a penile F",bn 17.617-20.618 4nD •130.0 4650 •130.0 .650 .130.0 .65.0 •19.0 .66.0 -130.0 .650 .109.8 4660 ov 23 C.w Eke 14.OIT-11516 40.0 •130.0 .00 •130.0 .6A -130.0 .63D •19.0 4660 •1]0.0 .650 -108.9 +650 8.52 27 p Mb.Eke 12617-14.518 .650 430.0 w5D -130.0 +56.0 430.0 4550 •19.0 4540 -130.0 4050 .11.9 +m. Ae.a D e St°Omt 11.311-12.516 •56.0 -InO •850 -t9.0 .6.D 430.0 .6.0 -130.0 .850 430.0 750 .1145 +860 -101.0 TFMI 33206-37.30 465.0 430.0 10.0 •130.0 w A -118.0 46.0 -110.1 +540 -1 H.T +05.0 -39.0 4650 -93.0 0 Olmz0el mtupe 26.817-33.201 .6.0 430.0 .65.0 -130.0 +6.0 -19.0 460 -130.0 +5S0 430.0 +6so 83.6 4650 A8.8 0 a D Eq.W. 23617-28.615 •05.0 4WD +55.0 •130.0 +6.0 -130.0 .630 -130.0 'Sao -130.0 48SO -101.0 .850 -91.1 23 Mbm SM 20617-MIS 465.0 -131.0 .550 •151.0 +65.0 •130.0 .660 •130.0 .BSA -030.0 +85.0 •1020 4660 41.2 C n'" W-bhp 17.011.20510. -130.0 46A •30.o .65D -130.11 .660 -In. 4650 -13DA +6.0 -1032 NSO BL1 {E1 Q°bn sm. 14.517-1 .65.0 -130.o . .D •1JD.o +n.D -10.0.0 .6.0 -19.0 .°60 -IND +03.0 ADS4 .no 819 27� SASH cmbm M. 12817-14516 .85.0 •19.0 +60 49.0 16.D -130.0 .550 •129.5 r66D .129.5 +63.0 -109.s 5660 47,4 EKT(ETRpR HEIGHT Shmle.l 11.377-12516 .65.0 4302 455.0 .19.o .65.0 .1242 .05.0. -121.8 +050 -121.7 46.0 .1132 +65.0 -100.4 v Tmbe1 38.517-40544 100 •19.0 •56.0 •118.6 +540 -99.7 46.0 45A 760 -wS 460.0 82.1 +W.O el.3 6191Ce16 taupe 31.517.651B 16.0 •19.0 4659 -19.0 +60 -ImA w5A -1212 465.0 •1210 460 89.6 4610 .762 EgnFete 26.617-31315 •66.0 43DO +6D -131.0 +65.0 -19.0 760 -19.0 +060 419.9 +55.0 492 .... -Te.a JAMB Q BIMmPta/ew 23.617-28518 486.0 -19.0 4650 -130.0 4650 •12L9 +660 AMA .660 •1202 46.0 •91.6 • 0 -:Ft-0 23 62 Cm91n 3126 20.617.23516 +650 -19.0 +550 •123.T +6'1.0 •107.9 +6.0 -104.4 1650 -23.1 4650 83.4 .65.0 A A Cmlan Size ""7•..... .05.0 -130.0 465.0 •717.9 .56.0 - • .0 821 w.0 -69.8 •540 A9.) 4060 -01.11 0 11 em_Stn 14.37-17510 wB0 -IM4 +6.0 -1022 +6D 49.7 -no 8].4 .65.0 Age +860 -782R465M -782 SILL �'I4.11�11III1 Mbm S� IlDO4-13.016 •56.0 •120.6 •D.S DID a. -"A 460 -163 +540 -72.e +660 -TDA •mA lJ erornt 11.804-13.016 46.0 •117.1 46e.0 A4.p 460 -».e M. A!4 wS0 -726 710 •m.0 -70.0 Telb.l ]9.01-4103 46.0 Ing 46.D -105 +0.10 -917 +D 60 -95.9 +660 -OJ.9 4660 AIA 442 CwlOm 5lm 32.617-39.616 .860 -1300 +850 •124.2 +65.0 -108.4 .65.0 •105.0 .660 43.7 465.0 86.9 •74.3 EpmWle 35.517-3°516 75.0 -19.0 +05.0 •1]0.0 +6o -113.1 .BSD -156.8 465.0 -IND 4°5° 86.0 -71.1 76 Mum S� 31117-35.518 165.0 .130.0 4660 •119.5 r66D •10.6 453A -99.8 46,0 -6.3 wmo -04.2 .73.0 61aIIDN Pm 29.017-32516 465.0 .130.0 46.0 - 0 +65.0 -9Le .650 ABT •650 -63.3 4660 A62 .74.3 S� 26.011-29.618 +660 •122.1 +860 893 +550 A69 +540 •78.1 .65.0 -78.9 4650 -14.9 -74.9Shodmt 2.616-25516 +05.0 •119.1 .60 A6.6 +66D .62.4 .e6a -17.1 .660 .74.2 .65.0 -71.9 -71.9 SECTION DETAIL FOR WINDOWS WITH EOmNtt4 36.e17-4103 +662 •16.0 r8S0 -16.3 +M0 4La 4611 86.7 .8..0 A9.] ws. 4Ata 485. -705 LEVEL R2 REINFORCEMENT&GLASS TYPES 2-4 8/ Cmbm film 3!.617-]5610 +65.0 -122.1 +66.0 A9.J 460 •6.9 .63.0 -79.7 .65.0 -TSI 760 •74.1 ­..2 •Tf.l amain PI0ee6I 9.a+6-35019 I who 1 •117.1 1 .662 44.0 .660 -79.8 46.0 -15A 4660 -725 who -m.o 1 46.2 -"D (REINFORCEMENTS SHOWN IN FIGURES w.leTmlml -41.63 •560 -1721 .e6o 42.9 .540 Ae.e .a5.o -TJ.4 .662 •125 who -mo .6.0 -9.0 ABOVE APPLY TO ALL FRAME TYPES B SEE TABLE 7.SHEET 6 FOR ANCHOR GROUP AND QUANTITY. CONFIGURATIONS) "MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 PRODUCT REVISED m cemptYiRB 711Tg15t FtBi9& BuOdmg Coda 11.11111 tIt7j AmDpWtoe 130/ _♦/��., ON......NReIa9mM1 'ration D.I. �Q �'t�•''1,10ENSF'n,/'�% NO CHANGES THIS SHEET. Ry �.:• ,(�% Idiami Edo Conduct Como * No.58705 ' NOTES: 1)USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME -'T7 •' Deao7SIG Im BY OR INTEGRAL FIN. � •.�� 1070 TECHNOLOGY DRIVE DESIGN PRESSURE TABLE J ROSOWSKI 0,�'•, O N.VENICE+FL 34275 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. %C�s•'•:1,�ORID �� rg° Dote: �B°1��1800 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR "''�/Si01NAl 10,�`` M971ttD026 P1 1.RID. SMe6/4fo0e1: Smfa. I Shoo- Dmwfng No. R°r. HEIGHT DIMENSION SHOWN ON THE TABLE. ALL 92R7°MMON'm A.LYNNMILLER,P.E. 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QCQQQCQCQQCQCa©CQQCaaQCCOQCCcQCQCCQQQQ©QCCCQCCQCCmmO CaaaeaeCQCaeaa©aaoccoCCCCQCCCCCQCCeCC©CCCeCCQeeCCeeC l� aa®CaaaoaaCCCCCQaoaCCCDDaaaQCCCoaaCCCoaoaCCaoaaDCCCDQ� .: m CC®aQCQCQCQCCQCQCCQaCCQCCaCaCCCCQQCCCQCQQCQCCQCQQCm 3.500" 3.500• 3.500" 3.500' .062" --�If•+- .062" -�-i�- .082" --�I�- .062• JIB . a - � 1.483" a � 1.483' 1.483' �a � 1.4183' .070 060' " - II - 1- Loo❑ ��❑ r��Do❑ L .715° .625' J•CHANNELFRAME •625' FLANGE FRAME FIN FRAME EQUAL LEG FRAME 1.375° O HEADMAMB O HEADIJAMB 1.375' O HEAD/JAMB O HEADIJAMB LIGHT SASH 23 REINFORCEMENT 3.483° -�{ 3 ►I 3.483' �{ .070" -�{ � .070"1.102" ,483" I- _ 3.483" ►� 1 -4-- .062' -4- .062' } -����- .062• .791"D 1.036° 1.041" -�H- .062" 1 � .130' D 2.444" D nI 2.444" 2.444' � 2.444° 1.331• �+- 1.340' I'~ Df �� MEETING RAIL 27 REINFORCEMENiL STANDARD HD MEETING d 26 ��° ���❑JJ �r BOO a REINFORCEMENT 0 0 I a � O�O n i 6T O FRA E SILL 6� \�J FFRAM SILL 1.375 O7 SILLFRAME O FRAME SILL i 1.3y175' 1.872° -�{ � 1.841' T -►-I 1.215" 1.630' I I 1.376' 2'1� 2.1176' 1.472" �- 1.565' .065" .085' 1.375" o O I g74• 1 ,590' .471' 590' 1p •347° I .035' �J .''��/ T���"..355' 07D•- .050° � .050' 1.231' ��� -may 1.000° I+ .060" .070 FIXED MEETING RAIL 16 BEVELED SASH RAIL 17 BA RCE 18 SASH STOP 19 I�AIL LIFT RAIL 20 INTERLOCK COVER 21 NTERBEVE�1 O INTERLOCK COVER PRODUCTREVISED . m complying with Ora Florida Building Code l l l l l Acccplaneo No 1 d Ob'20 'NY LYNN Revlelan: E al"ration Dme 864" 301° .316" ;` �O•�,ICENSF �1�/'ice NO CHANGES THIS SHEET. °;;o,,,; , ,754" .750° No,58705 �p .035" .025' -�0+ _ I •• *Z ® DaertpUan: Drum By. O EXTRUDED ROLLED ,•p 53 17 N.7VENICE,F034275DRIVE WINDOW EXTRUSIONS J ROSOWSKI 73 IG BEAD 80 81 O STAATE O SCREEN FRAME SCREEN FRAME : T ! Vile: Date %�(� '•. O •' ��� c94+>-0satssD .....(NSINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 S G. CaPY;!1GWmson '.,/ONAL `-``� ` PCTlNDU9IWEB.INC. A.LYNNI LLE'R•P.E. �rt�/MOO- Scale: Sal 'M'D9 No. Rer. nLLlaolrsnEa�vm SH-5400 NTS 10 OF 12 MD-SH5400-01 B P.E.9 587D5 CERT.OF AUTH.929296 TABLE B: TABLE B.CONT.: SILICONE HOT-MELT BUM BIII of Material BIII of Material,cont STRUCTURAL SILICONE # Part# Description Material # Pert# Description Material STRUCTURAL 3/16"NOM. POLYISOBUTYLENE 1/4"NOM. FOAM 1 820101 Single Hung Frame Head 8 Jambs-J-Channel PVC 46 720197 Auto Lock Mechanism C Steel WITH 2 620102 Single Hung Frame Head&Jambs-Flange PVC 48 720198&9 Sweep Lock Cast Zlnc WITH DESICCANT DESICCANT 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 720195&6 Auto Lock Cover Assembly Cost Zlnc EXT.GLASS EXT.GLASS 4 620104 Single Hung Frame Head&Jambs-Equal Leg/Box PVC 48 76X1180PTX#6 x 1-1/8"Ph.FH SDS(Auto and Sweep Lock Screw) SS 5 620105 SH/DH Frame SIII-J-Channel PVC 49 720200 Auto and Sweep Lock Keeper Cast Zinc 6 620106 SWDH Frame Sill-Flange PVC 50 76X84PPA #e x 314"PH.PH SDS(Keeper Screw SS 7 620107 SH/DH Frame Sill-Fin PVC 51 420181 LIR Beveled Tilt Latch Comer Key PVC INT.GLASS INT.GLASS 8 620108 SH/DH Frame Sill-Equal Leg/Box PVC 52 420182 L/R Pull Reil Tilt Latch Comer Key PVC 14 620131 Fixed Meeting Rail PVC 53 7634PHFL #6 x 314"Ph.FH SDS(Comer Key Screw) SS KODISPACE SUPER 16 620129 Sash Rail(Sides,Top&Bottom) PVC 54 420183 Tilt Latch PVC 78 4SG TPS 77 SPACERO NXTTM 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 19 620156 Pull Rail Interlock 6005 T5 Al 57 420186 Plastic Tilt Latch Finger Pull PVC ALUMINUM 20 620144 Pull Rail Interlock Cover PVC 58 720192 Metal Tilt Latch Finger Pull Cost Znc REINFORCEMENT POLYISO• DESICCANT FILL AREA 21 820157 Beveled Interlock 6005 T5 Al 69 420180 Pivot Bar Comer Key PVC BUTYLENE 5116 NOM. 22 620145 Beveled Intedock Cover PVC 60 720206 Pivot Bar SS 5116'NOM. SEAL 23 620150 Light Sash Reinforcement 6063 T6 AI 63 720191 Sash Pull Handle Cast Zine BUTYL& SILICONE SEAL DESICCANT ROLL-FORMED 26 620153 Standard Meeting Rail Reinforcement 6005 T5 AI 64 720194 Sash Pull Handle With Latch Assembly Cost ZSnc FOAM STAINLESS STEEL 27 620154 HD Meeting Rail Reinforcement 6005 T5 At 65 7834FPT #8 x 314"Ph.FH SDS(Pull Handle Screw SS EXT GLASS 30 51644 Weatherstrip,.187"x.270"Fin Pile Be 420188 Bottom Latch Strike Plate Cost Zine EXT.GLASS 31 60300 Weatherstrip,.190"x.300"Foam Bulb Flex PVC 67 78588 #8 x 518"Ph.FH SMS Strike Plate Screw SS 32 61719 Weatherstrip,.187"x.220"PolyPlle 73 720138 I.G.Bead PVC 33 61825 Weatherstrip Plug,.220"Finseal 74 Backbedding,GE 7700 or Dow 791 Silicone INT.GLASS INT.GLASS 35 78X1MTTT #8 x 1"Ph.PH SDS(Interlock Mounting Screw) 75 71646N Setting Block(7/8"x 1"x 118"),85+/-5 dura. EPDM 36 78X3THPX #8 x 3"Ph.PH SMS(Meeting Rail Screw) 410 SS 80 61012 Extruded Screen Frame Alum DURASEAL® XL EDGE"' 37 71669SP Meeting Rall Screw Support Plate 6063 T6 Al 81 61011 Roll-Formed Screen Frame Alum 7a SPACER 78 SPACER 38 720210 Weep Hole Cover PVC B2 7CKGLB21 Screen Comer Key for Extruded Frame PVC 40 720)0000( Constant Force Balance 83 47042 Screen Comer Key with Pull Ring PVC 41 #8 x 3/4"Ph.FH SMS(Con.Force Balance Screw) SS 84 47041 Screen Comer Key without Pull Ring PVC 42 Spiral Balance 85 7CASPM lTensionSpring SS 43 720205 Spiral Balance Shoe Nylon 86 61816C48 Screen Cloth Fiberglass 44 7BX114FPAX#8 x 1-1/4"Ph.FH SMS(Spiral Balance Screw) I 410 SS 57 61635/616141.140"Screen Spline(Machine/Hand Rolled) Vinyl Part# Description Material PRODOCr REVISED ns comptying wiW Iht Florida 76 Kommerling 4SG TPS Spacer System n�tldnecaae O,fl 77 Quanex Super Spacer nXrwith Hot Melt But I See this P P Y Sheet for �.�` ANY LYly/y 78 Quanex Duraseal Spacer Materials NO CHANGES THIS SHEET. IIy V SF'••.! . htt"m,,r e�sc�i'uecCa. .✓ 79 Cardinal XL Edge Spacer � Q,: •.F�� � REFERENCE TEST REPORTS:FTL-8717,8968 8 8970 _* No.66705 *� 0.:csrprfen: Drown By: =A:��_ 1o7oTEOHNOLOGYDRIVE BILL OF MATERIAL(BOM) J ROSOWSKI Q�., 7E p l •tvrrJ-Z N.VENICE,FL 34275 '��s''•FtORIDP.•••'���: (941)480.1600 7i6e' Dote NOTES: '�iS�ONAL ENG��� SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 //1111111 `` PO WM3TmR@0. Serren/AlodeL• Smb: SAeeir DrawinD No. iter 1)PVC BY ENERGI WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. ALL RIGMFEs� 2)ITEMS#9-13,15,24,25,28,29,34,39,61,62,&68-72 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL, A.LYNN MILLER P.E. SH-5400 NTS 11 OF 12 MD-SH5400-01 B P.E.#58705 CERT.OF AUTH.#29296 OPT.SWEEP LOCK 46 qg OPT.AUTO LOCK 18 20 I 47 \ 51 OR 52 57 OR 58 I � 48 65 45 OPT.PULL RAIL I I iy z2) 82 OR8 -\ 18 INTERLOCK& �• P i I v COVER I 56 SII O 87 \ o Q I 86 I `i _•�.\ i \� ! I OPT. t BEVELED �\ MITERED FRAME WITH 2t INTERLOCK \` •INTERIOR AND EXTERIOR FRAME WELDS 16 \ •'p &COVER 18 54 j 73 X4 16 0-13X4 53 ryI 50 i '>� 80 OR 81 d� 44 to NCE �•• •�,* SCREEN s o _ A�P:C-HE, - as OPT.PULL HANDLE ASSEMBLY O v 64 WITH LATCH DETAILS I, 40 CONSTANT FORCE j -<` 65 16 82 OR 83 ® ___ OR BALANCE 8 /- `��• \ OPT.PULL 40 OR 43 42 43 SPIRAL BALANCE HANDLE � 63 67 \ t 16 d \�•. MITERED FRAME WITH SASH INTERIOR AND EXTERIOR FRAME WELDS 37 ASSEMBLY 0 yy{� 3s DETAILS \\ \ /� ( _ •.,J I-�f EXTERIOR ':,\ a•- /—53 38 't 59 5 A7TACHES "ODUCTREVISED TO 53 i ,s complying Buiwish It'ie F{uida �_,.—•'�• ----,_A�1C(g Wigq Code -�• `-------- Ac¢ptcoco loo I I I I Erpiretion Data LY ASSSEMBLY �' �`��`�`oN1...Ift AME ol RN9O CHANGES THIS SHEET, 'Dy—n-T � DETAILS •'••� '••.� _�. No.58705 ••'•.` _ D=dptlow Drown gp �; 1070 TECHNOLOGY DRIVE EXPLODED ASSEMBLY J ROSOWSKI NOTES: EXTERIOR ���'•, ATE F N.VENICE,FIL 34275 (3 .t� �!/ Tltla: Date: F •�<oRtD�• '��� (9at)4eo-tsDo SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 1)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. s _`G��� cwrraartomt7 2)J-CHANNEL FRAME SHOWN,PARTS N 1&5.OTHER FRAME TYPES APPLY. ,7��S��NAIL�;,�� PaTumus 3,INC. Series/Model: Scele: Sheet: DraMng No. Rer. 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 687. A.LYNt✓IdILLER LL., eLL wCttt6 t�sERveo . 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. P.E.d 56705 CERT.OF AUTH.#29296 SH-5400 NTS 12 OF 12 M D-SH5400-01 B I i