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HomeMy WebLinkAboutRevisions OFFICE USE ONLY: u DATE FILED: (``L PERMIT# 1 `� REVISION FEE: r' c RECEIPT# PLANNING& DEVELOPMENT SERVICES BUILDING&CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE,FL 34982-5652 (772)462-1553 FAX(772)462-1578 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION 1. LOCATION/S ADDRESS: /4 5 Laurels Pl.Port Saint Lucie,FL 34986 2. DETAILED DESCRIPTION OF PROJECT REVISIONS: 4-0448 Revise permit SLC to add the replacement of 3 doors and 3 windows. - Vh q �" 3. CONTRACTOR INFORMATION: STATE of FL REG JCERT.#: CRC046858STe erLUC�E COUNTY CERT.#: 24548 BUSINESS NAME: At Homvlces QUALIFIERS Noysie Ttammdial ADDRESS: WS Military rat CITY; 1jeernelct Beacn, STATE: ZIP: 33442 PHONE(DAYTIME): -5599-EXt 12 FAX: 4. OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE: FAX: 5, ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE(DAYTEVIE): FAX: Revised 07/22/2014 V,:D JUN 1 UN Company: The Home Depot At Home Services Job Description: Replacing 27 windows and REM' Prepared By: Amber ; Client Name: Manning Project Number: 8944303 4VIr,ion�02S�Fsu�s�trltei�atjondl A DESIGN PRESSURES FOR WALL COMPONENTS&CLADDING Design Data FILE COPY Building Data Wind Velocity(mph) 160 Mean Roof Height 13 Risk Category 2 Building Width(ft) 78 Exposure Category D Building Length(ft) 88 Directionality Factor 0.85 Roof Slope (x:12) 4 Internal Pressure Coefficient+/- 0.18 Design pressures listed below are: Allowable Stress OPENING OPENING LOCATION OPENING OPENING DIMENSIONS MAXIMUM POSITIVE MAXIMUM NEGATIVE MARK DESCRIPTION ZONE ELEVATION WIDTH(INCHES) HEIGHT(INCHES) PERSSURE(PSF) PRESSURE(PSF) 5500-PD-F 5 0 39 97 5500-PW 5 5 36 96 5500-PD-F 5 0 39 97 5500-PD-PK 5 0 141 95 5500-PD-F 5 0 39 96 5500-SH 5 5 36 38 5500-SH 5 5 36 51 Width of End Zone(a)in feet= 5.2 5 h 4 6 i 5 `5 ST)t1C rtjRES tNTERNAT10NAL,�LI»C .,rts:nnxa rraatara3 .�,, 6/15/2016 6:24 PM Milton and Lois Manning,#8944303 7425 Laurels PI. Port Saint Lucie,FL 34986 _ Replacing 27 windows and 3 doors size for size ---------------------- - ' ------------------- with impact. i Revise permit SLC 1601-0448 to add the The cost of the jab is 11.5%of the structures' p = assessed value. replacement of 3 doors and 3 windows. l 15 j 16 14 17 i 12 13 �8 Q 18 10 11 i 7� 19 0 20 6 21 22 Q 29 00 o0 0 23 30 (j7)C25 ' Garage 24 1/8/2016 Florida Building Code Online Or Fiflfiiga31101'tttd BCIS Home I Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff (r BCIS Site Map ( Links Search Busir�es , i Product Approval Professi al USER:Public User Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail a FL# FL251-R26 Application Type Revision Code Version 2014 Application Status proved *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 Rosowski 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 Exterior Doors Subcategory Sliding Exterior Door Assemblies 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 09/14/2015 Date Validated 09/17/2015 https://www.floridabuilding.org/pr/pr app ol.aspx?param=wGEVXQwtDgsEt2PTand5bm5ECcrlFWoGccXNhllcuHk°/p3d 1/4 1/8/2016 Florida Building Code Online Date Pending FBC Approval + Date Approved 09/20/2015 Summary of Products FL# Model,Number or Name Description 251.1 SGD- 670 (Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R26 C CAC 14-0123.11,odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/07/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R26 H 14-0123.11.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: 251.2 SGD- 670HP(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0106.07 HP.adf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 03/24/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R26 1I 15-0106.07 HP.Ddf (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: 251.3 SGD- 680(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0609.11.adf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 03/18/2019 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R26 II 15-0609.11.Ddf (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: 251.4 SGD-770 (Large Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R26 C CAC 14-0128.11 Door.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant.,Yes 02/17/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R26 II 14-0128.11 Door.ndf (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: 251.5 SGD- 770HP(Large Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0106.08 HP LM.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/24/2020 Design Pressure:N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R26 II 15-0106.08 HP LM.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: 251.6 SGD-770HP(Small Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0106.09 HP SM.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/24/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R26 II 15-0106.09 HP SM.Ddf (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 https://www.floridabuilding.orgtpr/pr app U.aspx?param=wGEVXQwtDgsEt2PTand5bm5ECcrlFWoGccXNhllcuHk%3d 214 1/8/2016 Florida Building Code Online Created by Independent Third Party: 251.7 SGD- 780(Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0609.12.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/02/2017 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R26 II 15-0609.12.Ddf (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: 251.8 SGD-2500(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0609.10 DR.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 05/22/2018 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R26 II 15-0609.10 DR.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: 251.9 SGD-2770(Large Missile Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0409.02.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/14/2016 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R26 II 15-0409.02.Ddf (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: 251.10 SGD-3030(Large Missile Impact) Architectural Systems Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0612.06 LM.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/14/2018 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R26 II 15-0612.06 LM.Ddf (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: 251.11 SGD-3030(Small Missile Impact) Architectural Systems Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FI.251 R26 C CAG 15-0612.07_SM.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/14/2018 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R26 II 15-0612.07 SM.Ddf (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: 251.12 SGD-5470(Non-Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0409.04.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/21/2016 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL2S1 R26 II 15-0409.04.Ddf (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: 251.13 SGD-5570(Large Missile Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0409.02.Ddf https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm5ECcrlFWoGccXNhllcuHk%3d 3/4 1/8/2016 Florida Building Code Online Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/14/2016 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R26 II 15-0409.02.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: Stack Kid Contact Us:: 1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO 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 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 theDepartment 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 clid<here. Product Approval Accepts: wX WN Ek seciintat[M.1t C.,• https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm5ECcrlFWoGccXNhllcuHk%3d 4/4 M1AM1•DADE 1-41MVII-DADS COUNTY 4 PRODUCT CONTROL,SECTION 11805 S1v 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) A4iomi,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mlamldnde.eov/economy PGT Industries 1070 Technology Drive, Nokomis,Fl.34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.Tile 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(late 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 adeeptance, 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"5570/2770"Vinyl Sliding Glass Door(Reinforced)-L.M.I. APPROVAL DOCUMENT: Drawing No.MD-SGD570-01 Rev C,titled"Vinyl SGD",sheets 1 through 13 of 13,prepared by manufacturer, dated 11/18/10 and last revised on 06/10/15,signed and sealed by Anthony L.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: Large and Small Missile Impact Resistant Limitations: 1. See table 2(sl►cet§) and table 3(sheet 2) of this approved drawing set for applicable SGD unit sizes, design pressures,reinforcements types, glass types,sill riser(detail sheet 6)and anchors requirements. 2. See sheet(12)for panel configurations&limitations.Size over 96"height is limited to max 4-panels. 3. Rigid White PVC,Tan(Non-white)Rigid PVC and Brown coated (Painted or laminated)white Rigid PVC to be labeled per referenced NOA's requirements. 4. Egress operable doors must comply with min clear width or height per FBC requirement,as applicable. 5. Pocket walls under separate approval,to be reviewed by Building official. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision.or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be. done un 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#13-1125.0.5 and consists of this page 1 and evidence pages E-1 &E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda,P.E. -• NOA No. 15-0409.02 MIAMIDADEC UNlY Expiration Date: April 14,2016 Approval Date: June 18,2015 1\b,�y Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(Submitted under files see below). 2. Drawing No.MD-SGD570-01 Rev C,titled"Vinyl SGD",sheets 1 through 13 of 13,prepared by manufacturer,dated 11/18/10 and last revised on 06/10/15,signed and sealed by Lynn Miller,P.E. Note: This revision consists of series changes and FBC update. B. TESTS (Submitted under files#13-1125.05/#11-1018.19/#11-0107.04) 1. Test report on 1).Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94. 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203794 6)Forced Entry Test,per FBC 2411.3.2.1 (b) and TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test.Report No. FTL 6638 (samples A-1 thru A-22), dated 11/19/10, signed and sealed by Jorge A. Causo,P.E. (The above test report has an addendum letter dated 3-11-11, issued by FTL, signed and sealed by Marlin D. Brinson,P.E. (reviewing Engineer). 2 Additional test report No. FTL 6637(samples A-1 thru A-5)per TAS 202-94, issued by Fenestration Testing Lab,Inc.,dated 12/06/10, signed and sealed by Jorge A. Causo,P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2014,prepared by PGT, dated 03/30/15and last revised on 06-09-15, signed and sealed by Anthony L.Miller,P.E. 2. Glazing complies with ASTME-13 00-02, -04&-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0820.11 issued to Vision Extrusion Ltd for their"White Rigid PVC", expiring on 09/30/19. 2. Notice of Acceptance No. 11-0902.10 issued to Vision Extrusion Ltd for their"VE 1000 Tan (Non-White)Rigid PVC", expiring on 12/29/16. 3. Notice of Acceptance No. 14-0820.12 issued to Vision Extrusion Ltd for their`Brown Coated (Painted or Laminated)White Rigid PVC",expiring on 09/30/19 4. Test reports No(s). 10-002-792(A), 10-006-10231, 535753-09,per ASTME-84,ASTMD1929 and ASTMD-635,issued by EXOVA to Vision Extrusion for cellulosic composite.material. Ishad I.Chanda,P.E. Product Control Examiner NDA No. 15-0409.02 Expiration Date: April 14,2016 Approval Date: June 18,2015 E- I PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTE D E MATERIAL CERTIFICATIONS (continue): 5. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours &Co.,Inc. for their DuPont Sentry Glass 0",expiring on 01/14/17. 6. Notice of Acceptance No.11-0624.01 issued to E.I. DuPont DeNemours for"Butacite PVB Interlayer",expiring on 12-11-2016. F. STATEMENTS 1. Statement letters dated 03/30/15 compliance to FBC 2014 (5"Edition)and"No financial interest!',prepared by PGT,signed&sealed by Lynn Miller,P.E 2. Letter of lab compliance,part of the above test reports. G. OTHER 1. This NOA revises#13-1125.05,expiring April 14,2016. 2. PGT dated March 30,2015 by Lynn Miller,P.E. confirming extent of revisions. 3. Test proposal# 10-0767,dated 08/25/10 approved by BCCO, 4. Test verification calculation dated 07/30/10,prepared by PGT,Anthony L.Miller, P.E. Ishhq 1.Chanda,P.E. Product Control Examiner NOA No.15-0409.02 Expiration Date: April 14,2016 Approval Date: June 18,2015 E-2 GENERAL NOTES'SERIES 5570&2770 LARGE MISSILE IMPACT-RESISTANT,VINYL,REINFORCED SLIDING GLASS DOOR DESIGN PRESSURE RATING IMPACT RATING 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY VISION EXTRUSIONS,LTD.HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS,(COMPONENT REQUIREMENTS). VARIES, LARGE&SMALL SEE SHEETS 8$9 MISSILE IMPACT 2)GLAZING TYPE OPTIONS:(FROM EXTERIOR TO INTERIOR); T=TEMPERED, HS=HEAT STRENGTHED, AN=ANNEALED, SG=.090"SENTRYGLAS®(FORMERLY 1-1/16'NOM 1-1116'NOM. KNOWN AS SENTRYGLASS PLUS), PVB--.090"BUTACITE PVB: GLASS TYPE A:3/16'HS GLASS+.000"SG INTERLAYER+3116"HS GLASS+7/16"AIR SPACE+3/16"T CAP 7116'AIRSPACE 7/18"AIRSPACE NOTE: GLASS TYPE B:3/16"HS GLASS+.090'PVB INTERLAYER+3/16'AN GLASS+7116"AIR SPACE+3/16"T CAP GLASS TYPE C:3116'HS GLASS+.090"PVB INTERLAYER+3/16"AN GLASS +9116"AIRSPACE WITH HEAT-MIRROR FILM+ 3/16" T CAP 3118'HS GLASS 3116'AN GLASS SURFACES SURFACES APPROVED BACKBEDDINGS ARE GE 7700 AND DOW-CORNING 995. INTERLAYERS MAYBE MANUFACTURED BY E.I.DUPONT DENEMOURS& 31ts Hs cuss 3118"HS GLASS SHALL NOT BE PAINTED OR CO.,INC.OR KURARAY AMERICA,INC. LAMINATED. fis0 sc INTERLAYER INTERLAYYERER altsTGuss 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY THE FOLLOWING MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS: �E'R' IM's 090' tExY. INT.).1/4"ELCO ULTRACON OR 1/4'ELCO CRETEFLEX.SEE TABLE 1,SHEET6 FOR DETAILS. 7116' 3116'T GLASS 7/16' pAINTEDI LAMINATED SURFACE 4)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1,SHEET 6.ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED 1X NOM 76 81 NOM 76 81 (DASHED LINES) INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK O GREATER. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND 7!8 i 8 79 ne ' i 78 79 INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. GaEs j O O 1 3 e F O I 3 NOA DRAWING MAP 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT,3400 PSI MIN.,(DONE BY OTHERS), I I 177 SHEET (MAX.1/4"SHIM SPACE FOR GROUT)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND 71 2 71 2 TRANSFER SHEAR LOAD TO SUBSTRATE,IF SUBSTRATE IS WOOD,309 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD3 PAJNTEDl 3 GENERAL NOTES..........1 GLASS TYPE LAMINATED GLASS TYPE"B' SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION,COMPLYING WITH FBC. GLAZING DETAILS.........1 SG LAMINATE, SURFACE PVB LAMINATE, ELEVATIONS..................2-4 6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE THE INSULATED GLASS(DASHED LINES) INSULATED GLASS HORIZ.SECTIONS.........5 EMBEDMENTS SHOWN ON TABLE 1,SHEET 6.PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE VERT.SECTIONS...........6 OF THESE INSTRUCTIONS. 1-3116'NOM. ACCESSORIES...............7 9116'AIRSPACE DESIGN PRESSURES 8-9 7)DESIGN PRESSURES: EXTRUSIONS..................10 A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300. sn6 AN cLAss PARTS LIST..... B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E-1300. 3116'HS GLASS CONFIGURATIONS........12 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33113% EAT-MIRROR FILM PANEL TYPES................13 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO AEXT INT. WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR 09D'PVB a/t6'TGLASS CORROSION RESISTANCE. INTERLAYER NOM 74 PAINTED/LAMINATED 9)SHUTTERS ARE NOT REQUIRED. NOM SURFACE(DASHED 7/6' a I 80 LINES) 10)SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA BUILDING CODE.MAXIMUM OF (8)EIGHT PANEL CONFIGURATION LSITE ASS I FOR FRAME HEIGHTS UP TO 96"OR(4)FOUR PANEL CONFIGURATION FOR FRAME HEIGHTS OVER 96"AND UP TO 120". I 3 11)REFERENCES:TEST REPORTS FTL-6337&6338;EXOVA-10.002-792(A)&10-006-10231;CAMBRIDGE 535753-09;ELCO ULTRACON PER CURRENT NOA; ELCO 1 2 I I 5 CRETEFLEX PER CURRENT NOA;VISION EXTRUSION,LTD:WHITE RIGID PVC PER CURRENT NOA,VE 1000 TAN 202 AND LIGHTER SHADES(NON-WHITE)RIGID PVC 3 PER CURRENT NOA AND BROWN COATED(PAINTED OR LAMINATED)WHITE RIGID PVC PER CURRENT NOA;ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM GLASS TYPE"C" ALUMINUM DESIGN MANUAL PVB LAMINATE,INSULATED 12)THE 2770 SERIES USES A EITHERA PVB OR SENTRYGLAS,(SG)INTERLAYER.UNITS GLAZED WITH GLASS CONTAINING SG INTERLAYER WERE PREVIOUSLY WITH HEAT-MIRROR FILM rtt pw?4whh IW w;vtsFat KNOWN AS THE 2870 SERIES.THE 5570 SERIES IS ALSO KNOWN AS THE 570 SERIES. a lao Code Flortdt BuWl�Code INSTRUCTIONS: `t 77 ++tapt..eeNtlS-0 L RaWtedBy: Data Rev6vbn: Ctpirtt{ea.OW 4 - v I� R REQUIREMENTS FOR THE 1 SLIDING IGLASS DORS MAY BE DETERMINED FROM THE DESIGN PRESSUREOTABLES FOR GLASS TYPES B ���\O LYNN Ml i7/ ��a� << J.R. 03/18/15 RENAMED 570 ��. .•'�GENSF '•.;P Ccmtwl OR C,USE TABLE 3,SHEET 9.FOR GLASS TYPE A,USE TABLE 2,SHEET 8. ��:: 4 % Rev/ead 9y Date: ReWako: 2)LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE NOMINAL ND 66705 _ J.R. 11/05/13 RENAMED 2870 PANEL WIDTH.WHEN FINDING YOUR SIZE IN THE TABLE,ALWAYS ROUND UP TO THE NEXT LISTED SIZE. 3)CHOSE WHICH ANCHOR OPTION(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE 1,SHEET 6, _ //''-- - ® Deaapbn. ALONG WITH THE APPROPRIATE SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE. ;-13';W 1.I`� � GENERAL NOTES&GLASS TYPES J ROSOWSKI 4)FROM THE DESIGN PRESSURE TABLES(FABLES 2-3,SHEETS 8&9),VERIFY THAT THE REQUIRED DESIGN -7J'•- gT TE OF 10707ECHNOLOGYDRIYE Troy Data PRESSURE IS MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN. '.O� ., FLORtpP,•���` N'P0.1BOX ib2827b VINYL SGD INSTALLATION GUIDELINES 11/18!10 5)INSTALL AS PER THE INSTRUCTIONS AND DETAILS ON SHEETS 2-7. ���,FS NOKOMIS,FL 34274 SerfeV"Wl sma slwac D-Aft Ne. Rer. 6)ADDITIONAL INSTALLATION CLIPS MUST BE INSTALLED AS SHOWN ON SHEET 7. 7 SIONAL .� A�LVNNIMILLE}2;P.E. CERT.OFAUTN.an9zs6 5570/2770 NTS 1 OF 13 MD-SGD570-01 C P.E.#58705 2-TRACK CONFIGURATIONS ------- - DeraL C2 6' OE7AIL C1 THIS SHEE W MAX. MAX. THIS SHEET DAYLIGHT OPENING IDLOI FORMULAS -" APPROX 8' --- --- WIDTH:PANEL WIDTH 8-9116' DETAIL E ANCHOR - DETAIL A DETAIL B1 DETAIL B2 pETA1L D HEIGHT:PANEL HEIGHT-8.9116• ANCHOR LOCATIONS FOR NONSTRUCTURALTHISSHE HIS SHEE THIS SHEE HIS SHEE DE7AlLA �' LOCATIONS FOR 4EXT. -t BYPASS (HEAD$SILL) I �� --- --- PANEL HEIGHT=FRAME HEIGHT 2.5' POCKET CONDITIONS. I ~ 4EM' CONDITIONS. 21.6' -- ANCHORS INTO MAX. - --- - -- -- -_r-" PANEL WIDTH P-HOOK. D.C. I• - {�DLO—� 12'MAX.O.C. DAYLIGHT - — - ' OPENING WIDTH / DEfaL 4 DAYLIGHT 1 ANCHOR @ CENTER OF 1 ANCHOR @ CENTER OF / SHEET 8 OPENING DETAIL B1 EACH PANEL.SEE TABLES •DETAIL G1 EACH PANEL.SEE TABLES 1 / HEIGHT DETAIL E Ems,. ON SHEETS 8$9• EXi ON SHEETS 8$9. I THIS SHE x OR'O' 'x 3.219'MIN.O.C. PANELTYPE PANELTYPE 2 ANCHORS @ CENTER OF 2 ANCHORS @ CENTER OF POCKET DETAIL 1 ETAIL 2 pETAIL B2 EACH PANEL.SEE TABLES ON DETAIL G2 EACH PANEL.SFE TABLES BY SHEET 5 SHEET 5 SHEETS 8$9. EXT• ON SHEETS 8 8 9. OTHERS - - PANEL EX7.� (UNDER pETAIL3 HEIGHT DLO 4'MIN.O.C. 4•MIN.O.C. SEPARATE { • SHEET APPROVAL) / L 3.219•MIN.O.C. CLUSTER OF 3 CLUSTER OF 3 DETAIL 5 ANCHORS @ STILE ANCHORS @ STILE SHEET 8 DETAIL C1 INTERSECTIONS. DETAIL HI INTERSECTIONS,SEE SOF INTERLOCK SOF y • • 111 ( SHOWN SEE TABLES ON TABLES ON SHEETS 8$9. — - /;. ----- J (8@'MEAD SEE TABLES. EXT. :•;• :- l/ PANEL PANEL $SILL) 4•MIN.O.C. ---____—_ O.C. 6'MAX., _ 6'MAX., "E)crx . ' (HEAD$SILL) )"— -- -- (HEAD$SILL) DETAIL G2 CLUSTER OF 5 CLUSTER OF 5 ANCHORS _ ___ THIS SHE DETAIL F ANCHORS @ STILE @ STILE INTERSECTIONS. DETAIL G1 DETAIL H1 THIS SHE 2.37INTERSECTIONS. IH2 SEE TABLES ON SHEETS MIS SHEENISSHEDETAIL H2 SEE TABLES ON 8$9 �,r�J THIS SHEE CS+2 ANCHORSHEETS 8 6 9. EXL�- C3+1 ANCHOR C NF DURATION SHOWN: 3.219'MIN4'MIN.O.C. CONFIGURATION SHOWN; (SEE APPLICABLE DP (SEE APPLICABLE DP TABLES 2.3 OR 4) B•MAX 6'MAX. TABLES 2,3 OR 4) (TO END O END OF ATTACHED FJAMB ATTACHEDJAMB NOTES: DETAIL D DETAIL F ',.1 ANCHOR@ 2)FOR CONFIGURATIONSFORANCHOR EDGE 0 STANCE AND,SEE SHEET 12 - 1 ANCHOR . SILL ENDS. EMBEDMENT,SEE TABLE 1 SHEET 6. F�CT.Y HEAD ENDST•T 3)DAYLIGHT OPENING(DLO)FORMULAS: WIDTH:PANEL WIDTH-8-9116' NOTE:SEE TABLE 1,SHEET 6 FOR ANCHOR EDGE DISTANCE AND EMBEDMENT. HEIGHT:PANEL HEIGHT-8-9116' rkODUCT Ht VISED 4)PANEL HEIGHT FRAME HEIGHT-2.5' --plying with the Florid. Belding Code 111111 AeeeyW�ie No l5'-b 69•uZ- RaWmfffy ImA6-1hu- !J114116 1.1z5 JAMB \� � \�ENSFAyJ.R. 003/18/15 N A THIS SHEE e P�s .l �. .� 1.000' Q'' •,. R.W dBy. Dele: ReMa.. M e rA CeaV�l Np-58705 J.R. 11/05/13 CORRECT DLO Dm,, W. 1.375 , a 1:Cl flE �5 ANCHOR LOCATIONS(2 TRACKS) J ROSOWSKI .500' VJ: WN: EX.v EXT. ���'A FCOR10f;••' :�:� f0701ECHNOLOOYDRNE Title: ,.BBB. (�. N.VENICE,FL34275 VINYL SGD INSTALLATION GUIDELINES 11/18/10 �i lSs "" C� ` P.O.BOX 1529 WEEPHOLE PATTERN @ 24"O.C. WEEPHOLE PATTERN @SILL ENDS /`7 L�. NoKOMf'S,FL 34274 sodesndoaal se h sheat onrA9Na Rae A.LI�PIfJ IuIU911,p.E CERT. #=W5570/2770 NTS 2 OF 13 M D-SGD570-01 C REA 58705 3-TRACK CONFIGURATIONS APPROX.6', RtT_ L DETAILAL C2 DEraL D NONSTRUCTURAL THIS SHEET THIS SHE THIS SHEE HIS SNEE HIS SHEE THIS SHEE (HEAD&SILL) —------ ---- VI-ti WMAX. MAX ANCHOR i DAYLIGHT .-j ANCHOR )EXT. LOCATIONS FOR OPENING DETAILBYPASS WIDTH LOCATIONS FOR AExr.:'t. . — POCKET CONDITIONS. CONDITIONS. 21.6" I SHEET ANCHORS INTO MAX P-HOOK. O.C. 12'MAX.O.C. X THIS SHE WOR'4Y X OR'O' PANELTYPE PANELTYPE PANELTYPE 11 ANCHOR I ANCHOR@ POCKET CENTER OF EACH CENTER OF EACH BY jSHEET 5 DETAIL PANEL SEE TABLESDETAIL G1 PANEL.SEE TABLES OTHERS ---"'C-ETmL 2 EXT.T ON SHEETS 8&9. EXT.V ON SHEETS 8&9. (UNDER 9v '4 DETAIL 3 4"MIN.O.C. SEPARATESHEET APPROVAL) ASTRAGAL INTERLOCK Ij 6, C. 2 ANCHORS @ &2 ANCHORS @ CENTER OF SHOWN SHOWN DAYLIGHT (W4.75"CENTER OF EACH ESHEET DETAIL B2 EACH PANEL.SEE TABLES OPENING F O.C.PANEL.SEE TABLES C HEIGHT • ON SHEETS 8&9. ON SHEETS 8&9. EXT`.V "... CrOF EXT. ON qOF PANEL PMEL WMAX. (@ HEAD 3.219,MIN. 4"MIN.O.0 8 SILL) CLUSTER OF --------------- 3 ANCHORS @ STILE CLUSTER OF 3 w MAX.,INTERSECTIONS. ANCHORS @ STILE DETAIL cl A (HEAD&SILL) T I 6'MAX., SEE TABLES ON INTERSECTIONS.SEEDETAIL G1 DETNL DETAIL G2 (HEAD&SILL) EXT. SHEETS 8&9. EXT.v TABLES ON SHEETS 6&9. HIS SHEE IS ME CONFIGURATION SHEETHIS SHE DETAIL F • 3,219MIN.O.C. C5-1 ANCHOR CONFIGURATION C3-2 ANCHOR 4'MIN.O.C. SHOWN;(SEE APPLICABLE DP SHOWN;(SEE APPLICABLE DIP 4'MIN.D.C. TABLES 2,3 OR 4) TABLES 2,3 OR 4) 4"MIN.O.C. FD-E--rAi-LH CLUSTER OF 6 T�2fl JAMB ANCHORS@ CLUSTER OF 5 ANCHORS 1.125 4.76-0 STILE @ STILE INTERSECTIONS. O.C. INTERSECTIONS. 2.375'TYP. SEE TABLES ON SHEETS DETAIL SEE TABLES ON 8&9. EXT.T SHEETS 8&S. EXT.V 3.219'MIN.O.C. 8'MAX. 1.375 5'MAX. (TO END OF (ro END OF ATTACHED JAMB .190" .500, ATTACHED JAMB EXT EXT.V rkOUUCTkl-VI&ED DETAIL D I ANCHOR @ jib Ip.rl.d& EX*T.I .V i ANCHOR @ SILL ENDS. BuidtaCode WEEPHOLE PATTERN 24'O.C. WEEPHOLE PATTERN @ SILL ENDS EXT HEAD ENDS. EXT.v �\\\'w '/// ROt Re 0 LYNN Aq " 13 ....... J.R. 03/18115 NIA THIS SHEE-1 MkolDsiftrMilld QMW R.'fampr. Data: RvbA-' IT J.R. 11/05/13 DETAIL E '. NOTES: MO.58105 1.: D~B)r. 1)FOR CONFIGURATIONS,SEE SHEET 12. 2)FOR ANCHOR EDGE DISTANCE ANDANCHOR LOCATIONS(3 TRACKS) J ROSOWSKI EMBEDMENT,SEE TABLE I SHEET 6. C IS -I-[Iul- Owe: 0 NG ra. 3)DAYLIGHT PEN] (DLO)FORMULAS: STATE OF 1070 TECHNOLOGYDRIVE WIDTH:PANEL WIDTH-8.9N6" N.VENICE,FL 34215 VINYL SGD INSTALLATION GUIDELINES 11118/10 HEIGHT:PANEL HEIGHT-8-9/16" P.O.BOX 1529 4)PANEL HEIGHT FRAME HEIGHT-2.5' IN A\-, NOKOMIS,FL 34274 Sheet D LYNNJIQL�R P*E. CERT.OFAUTH.#M96 5570/2770 NTS 3OF 13 Gm"-Si G D 5 7 0-0 1 P.E It 8705 DETAIL 1 DETAIL—2A DETAIL 2B DETAIL 3 1X OR 2X WOOD MASONRY INTO MASONRY ASTRAGAL INTERLOCK IMO BUCKSTRIP,SEE TYP.ANCHORTYPE,EMBEDMENT AND EDGE REQUIRED IF DOOR 1X BUCKSTRIP NOTE 4,SHEET 1 CONCRETEICMU DISTANCE PER SUBSTRATE,SEE TABLE I,SHEETS 4 HEIGHT IS OVER 98' ,v, PER ANCHOR CONCRETE/CMU REQUIREMENT EDGE 36 ASTRAGAL ADDAN 8 9 05 5 9 PER ANCHOR DISTANCE ' .". NONSTRUCTURAL 30ASTRAGALADD-ON REINF. o REQUIREMENT EMBED-'- '•' •' �• ANCHOR 40 1410 X 2-112'SMS 35 a q P EMBEDMENT REINFORCEMENT SCREW;5 1MENT 0 OPTIONAL PERASTRAGAL, 11gGtd blplb 89 EQUALLYSPACEDAND7' 1/4' $ FROM ENDS(FACTORY �d o c AND EDGTYRANCE DISTANCE PERDMENT MAX 21 q o o INSTALLED). o P 8 SUBSTRATE,SEE TABLE 1.SHEETS a 5 7 •� � 35 37 INTERLOCK o� EDGE 378 9 5 7 10 6 EXTERIOR 96 P DISTANCE POCKET ASTRAGAL BOX SCREEN .•,, P-HOOK IC7 92 103 LOCKSTILE 94 105 FOR PANELWIDTH PANELWIDTH 100 LOCKSTILES, D2L DOOR FRAME WIDTH TYP,ANCHOR TYPE,EMBEDMENT ASTRAGALS, DOOR FRAME WIDTH AND EDGE DISTANCE PER FIXED 68 SUBSTRATE,SEE TABLE 1,SHEET 6 STILES AND i/4MAX RAIL HORIZOMAS Q T— o EDGE �J�I EDGE SEE NOTES DISTANCE I('I #8X3/4'SMS REINFORCEMENT a c� p '•DISTANCE 3&6 tititi,,,JJJ SCREW;3 PER RAIL,LOCATED BELOW ATCENTERLINE AND 9'FROM Q ENDS(FACTORY INSTALLED) d o o d 23l8'ROW 2318'ROW FOR TYP.ANCHORTYPE, SPACING 8 8 �q IyO 6 SPACING INTERLOCKS EMBEDMENT AND EDGE q o p Q .' - ONLY DISTANCE PER SUBSTRATE, II Q BEE TABLE 1,SHEET 8o c II IIIAIAWpD Illi EMBED- EDGE d o� .• MENT DISTANCE FIXED PANEL CLIP •;CONCRETEICMU L AND ANCHORS.SEE 115 PERANCHOR DETAIL SHEET STANDARD SCREEN _ REQUIREMENT 2X WCOD BUCKSTRIP EMBEDMENT FIXED STILE111 –� 1l4'MAX OR FRAMING,SEE TYP.ANCHOR TYPE.EMBEDMENT EXTERIOR 125 NOTE 4,SHEET 1 AND EDGE DISTANCE PER SUBSTRATE, 2X WOOD BUCKSTRIP PANEL WIDTH SEETABLE I,SHEETS ORFRAMING,SEE EDGE NOTE 4,SHEET I DETAIL 3 DETAIL 2 DETAIL 3 DISTANCEINTO MASONRY NONSTRUCTURAL INTO WOOD INTERLOCK %OQUCIT wlu6YY►1CD ANCHOR o N�r1Y1nR-KY IW Yb1" EMBED- 1/d. 111Y{dtl1l Cade MEM r MAX, AwpI...?go I _ 4n5•� _L NOTES Revised By. Oele: Rhe: Efpindon De--j f44l,��}L 1)DETAILS APPLY TO 2,3 AND 4 TRACK \7 1/ CONFIGURATIONS. \� .( VYNN�q1 '�., J.R. 03/18/15 N/A THIS SHEETh'I �""" O OPTIONAL 2)SEE SHEETS 2-4 FOR ANCHOR LOCATION B SPACING. \��.rON.••""'••.<<LP �i� �11M.I.de M C'Ykld 45 P-HOOK a 3)SEE TABLES 2-4 FOR REINFORCEMENT `:•'v\GENS♦; '•,'PR.&.dBr. Det.: Revlebn: REINF. O REQUIREMENTS. PLATE(12'LONG,@ 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED tC: NO.58705 J.R. 11/05/13 N/A THIS SHEET PANEL MIDSPAN AT ALL FRAME ANCHOR LOCATIONS. – - Dn3nn 7 P-HOOK ° 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR /y as REINF. o EXTERIOR ASTRAGALADD-ON. _�'.CL 6�d�s u1= HORIZONTAL INSTALLATION DETAILS J ROSOWSKI PLATESMS, POCKET 6)ALL REINFORCEMENTS ARE APPROXIMATELY THE #10X1-114' P-HOOK JI—IL FULL LENGTH OF THE EXTRUSION.REFER TO TEST STATE OF �� 1070 TECHNOLOGY DRIVE Title: Deta: (5)Q 2.518'O.C. ` / REPORTS FOR EXACT DIMENSIONS. i0/.�•'•.,FCORIOP:•'• ��\ NVENICE FL 34275 VINYL SGD INSTALLATION GUIDELINES 11/18/10 DETAIL 1 �/�V// i S •' "" \ P.O.BOX 1529 NOKOWS,FL 34274 �0dom; sub: shape O�axtg Na Rar. INTO WOOD • +NN M14L �P;•E• CERT.OFAUrh X29296 5570/2770 NTS 5 OF 13 MD-SGD570-01 C P.ER 68705 DETAIL 4 INTO MAsoNRv DETAIL 4 DETAIL-41 DETAIL 4 1X BUCKSTRIP INTO WOOD INTO MASONRY 'TYP.ANCHOR TYPE,EMBEDMENT AND INTO ALUMINUM TYP.ANCHOR TYPE,EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, MIN.2.7 KSI CONCRETE @ EDGE DISTANCE PER SUBSTRATE, TYP.ANCHOR TYPE,EMBEDMENTAND SEE TABLE 1,SHEET B HEAD PER ANCHOR SEE TABLE 1.SHEET 6 TYP.ANCHOR TYPE,EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, EDGE EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1,SHEET 6 �,I 118•MIN.SUBSTRATE 5 REQUIREMENT,SEE 2-3/3• SEE TABLE I,SHEETS I DISTANCE ALUMINUM SUBSTRATE TABLE 1,SHEET 6 ROW -►I EDGE 2y8• EDGE SPACING 1-�DISTANCE EDGE 2.318• Rpy,/ DISTANCE {�. SPACING SPACING I DISTANCE ROW EMBED- .S, I MENT.' •• .. d • EMBED 8 MENT :•�•La:-`-w •:'• ��v '1[ T114' L_J lJ L7/4"1 f-J L114" METAL SUBSTRATES TO BE PROPERLY DESIGNED 8 (I � 1� 100 n J�' 168 � MAX. � 8 � �- TYP.ANCHORTYPE,EMBEDMENT grypTO 6FER LOAD IMPOSED ON THEM Ll U u p8 X 314'SMS EDGE DISTANCE PERSUBSTRATE, 1X OR 2X 40 REINFORCEMENT SCREW. TABLE I,ANCHOR TYPES: SEE TABLE I,SHEETS 18 GA STEEL STUD ORA36 WOOD 7 90 6 7 PER STILE,LOCATED AT EDGE STRUCTURAL STEEL BUCKSTRIP, .�1 110 SEE 3 CENTERLINE AND ENDS(FACTORY Type substrate Anchor Embedment Tin.Ede I DISTANCE SUBSTRATE NOTE 4, INSTALLED). SHEET 1 FOR ff#112eet Melai Screw(GS) 1.318" 314' LOCKSTILES, P.T,Southern Pine4'Elco UltreCon 1-112' 1.314° ASTRAGALS, Q (6G=.55)EXTERIOR FIXED STILES 79 koCrete-Flex SS4 1-t12" 1.374" 8 AND AAluminum,8063-T5 min. 91eet Metal Screw(G5) 0.125" 1/2' HORIZONTAL RAILS Steel Stud,Or.33 min. 612 Sheet Metal Screw(G5) 1 B9(0.0451') 1/2' A36 Steel 112 Sheol Metal.Screw(G5) 18ga(0.0451") 112" DETAIL 4 SILL RISER VARIES B P.T.Southern Pine(SG=.55) 612 Wood Screw(G5) 1.918" 314' I INTO STEEL WITH REQUIRED w [C2611Z POSITIVE DESIGN Concrete(min.2.84 ksi) 174•Elco UttaCon 1318" 131,161 METAL SUBSTRATE DETAILS SHOWN FOR HEAD PRESSURE,SEE TABLE Concrete(min.3.35 ks) 114"Elco Crete-Flex SS4 13/4° 13116, (SIMILAR DETAILS APPLY TO FRAME JAMB AND SILL, FRAME JA,SHEETS 8 d S. EXCEPT POCKET JAMB) HEIGHT, PANEL SE 3 a ETES 19 C Ungrouted CMU,Jambs Only 1!4•Elco UIreCon 1-114° 1" SEE HEIGHT BELOW 18 (ASTM C-90 _ ) 114°Elco Crete-Flex SS4 1-1/4" 13/4' TABLES 2,3 a 4 a FRAME 0o - 17 Concrete(min.2.84 ksi) V4'Elco Ulr'aCon 1-318" 2-172' I"n HEIGHT- 2-12' 4-518' .D Concrete(min.3.35 ksl) 1/4'Elco Cfele•Flex SS4 1.314" 2-112' © 78 RISER 4-1/16° 3 110 Ungreuled CMU,Jambs Only 1!4"Elm UIreCon JAM" 2.1/2' 43 4RISER RISER (ASTM C-90) 114"Elco Crele-Flex SS4 1-114" 2-112' � 4 � 6 127 NOTES 3 1)DETAILS APPLY T02.3 AND 4 TRACK CONFIGURATIONS. 12 9 12 2)SEE SHEETS 2-4 FORANCHOR LOCATION.a SPACING. 3)SEE TABLES 24 FOR REINFORCEMENT REQUIREMENTS. 121 13 40 91 4)CONTIN000S ANCHOR PLATE,ITEM 18,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. 101 102 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. r1tt)0UCT NY V ICED 15 2 �\ p a 6)ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION.REFER TO y complying whk lu Fior1C► P 9 (((� TEST REPORTS FOR EXACT DIMENSIONS. Bolding Colt 6 0 Q 14 8 F.K9p1...No1�o405.OZ 1-11!16' \\\\ //,, RoNsodSy Defa: R4WWt Eaplretb(Data L+II A�1L ' GROUT AS �.(LYNN/y/ ,,� J.R. 03/18/15 NIA THIS SHEET '1'���` �""' 114'r •.�. NEEDED, �� �1/4' ��•\\��.•'�OENSF •'•�� �� ReNsadllY• Dole: ReNeNrc Yfad Dade fMIW MAX. 'EMBEDMENT• + f4 SEE MBE MAX, ti Qom.: V ••. NOTES, - IS SHEET J.R. 11/05/13 N/A THIS . MIN.2.7 KSI SHEET 1 _'Y1C No. Drawnfly. • CONCRETE @ 2X WOOD BUCKSTRIP EDGE ® Description, EDGE SILLPERANCHOR ORFRAMING,SEE DISTANCE = Q "1[` ,.'(K; VERTICAL INSTALLATION DETAILS J ROSOWSKI DISTANCE REQUIREMENT, x-10 '. 6 IA l/ ' TYP.ANCHOR TYPE,EMBEDMENT SEE TABLE 1, NOTE 4,SHEET 1 TYP.ANCHORTYPE,EMBEDMENT Dek: AND EDGE DISTANCE PER �p STAT@ OF ` 1070 TECHNOLOGY DRIVE TM: AND EDGE DISTANCE PER SHEETS SUBSTRATE,SEE TABLE I,SHEETB �'�T '••,FCORIOP,•'♦�Ji\� H.VENICE,FL 34275. VINYL SGD INSTALLATION GUIDELINES 11!18/10 SUBSTRATE.SEE TABLE I,SHEETS �� .......... P.O.\ P.O.BOX 1529 DETAIL 5 DETAIL 5 /S NOKOMI3 met FL 34274 sem,: Dg No. Ror. INTO MASONRY INTO WOOD '//s�U(`567 tt o\ ' dtA9IryWhillk ,P.E. CERT.OFAU7H.N20296 5570/2770 NTS 6 OF 13 MD-SGD570-01 C P.EJt 50705 sone: snaal 1)INSTALL 2)INSTALL HEADER BLOCK TO HEAD JAMB TO HEAD (6)ANCHOR CLIP INTO CLIP INTO ATTACHMENT HEADER 50 ASSEMBLY BLOCK TYPE AS USED PANEL a FRAME INSTALL ONE BLOCK AT �o IN INSTALLATION, STILE D JAMB& EACH INTERLOCK. a TABLE 1,SHEET 7 SUBSTRATE, AT ASTRAGAL,INSTALL (3)#10 X D SEE ONE BLOCK THAT TABLE 1 SPANS BOTH PANELS. 1.5^SMS �� i i (3) q o I1, SMS d o FIXED PANEL CLIP `. _ FIXED® INSTALL ONE CLIP AT THE MIDSPAN PANEL OF EACH FIXED PANEL TO-FRAME (2)1/4°x 20 x 2-1/4' CLIP JAMB LOCATION. THREAD-CUTTING \ SCREW 1 PLATE COVER 24 SEE 68 #10 X 2"SMS(4) TABLE 2, REINF.PLATE 2© � SHEET 8 #6 X 114"SMS 6 - \ I O q ` i KEEPER aq eo JAMB TO p SILL ASSEMBLY` o KEEPER TO JAMB \\ ; � LOCKING JAMB � ENT REINFORCEMENT PLATE ATTACHM SH FOR DOORS OVER 96".10 ANCHORS @ 10 KEEPER 3^,6%9-,12-.&46.5"FROM EACH END NOTES p 1)DETAILS APPLY TO2.3 AND 4 TRACK CONFIGURATIONS- _ I� 2)SEE SHEETS 2.4 FORR ANCHOR LOCATION 8 SPACING, IIIIlll 3)SEE TABLES 2.4 FOR REINFORCEMENT REQUIREMENTS. (� 4)CONTINUOUS ANCHOR PLATE,ITEM 08,IS REQUIRED AT / o DLI INTERLOCK ALL FRAME ANCHOR LOCATIONS. �� REINF. 68(4)#10 X ® 2'SMS COVER INTERIOR ti 1, rf10DUCT kF:VISED EXTERIOR r aoa.plyine wlt►16s FlafML INTERLOCK Bridle{Cada REINF.© C s—BNau. -0 u 62 5 ReNaed9y; Dab: ROWk!s BOTTOMRRII I 9` PLATE #IOX2-1/2" \ ���\o,•�•�I\ICLYCN.0T I SMS � .S.g..V'Z'Z•,FQ J.R. 03/18115 N/A THIS SHEET MWdBde .a CoMW RokodW.. Date: R.'Wa (z)#1ax1^sMs J.R. 11/05/13 N/A THIS SHEE THROUGH SUPPORT, fir:' ND,58705 - INTO PANEL / = 0 Do-VJ n: L#10x1-112"SMS PANEL G cr= ACCESSORIES INSTALLATION DETAILS J ROSOWSKI INTERLOCK SILL RETAINER `1 511�S . cASSEMBLY `. ITA :-v`_ TDN.VENIC�1�942 E CLIP ATTACHMENT ALL PANEL CORNERS WELDED, '��' . FcoaloP.'G`; ao.BOX1529 VINYL SGD INSTALLATION GUIDELINES 11!18/10 INSTALL ONE ASSEMBLY AT EACH INTERLOCK NO ASSEMBLY FASTENERS %��S`is/' "pp"'` �C�: NOKOMI9,FL34274 S�y,�a sae: stoat D."vNo. Rawioe AE CERT.OFAUTH.#29288 5570/2770 NTS 7 OF 13 MD-SGD570-01 C TABLE 2: TOTAL#OF ANCHORS CLUSTERED THROUGH THE HEAD&SILL AT EACH PANEL Anchor Quantities and Design Pressures using Heavy-Duty Reinforcement MEETING POINT.(EX:FOR C3-1,3 ANCHORS REQUIRED AT PANEL MEETING POINT AND I 3116'F6 GlA&5+.090' (See Pert#'9 tl@IOW table) ANCHOR REQUIRED AT MIDSPAN OF PANEL). lr; Np,58705 SG rnaa.AYet+3116' FRAME HEIGHT(IN) = is L6 GLASS+7116'AR ANCHORAGE TYPE PER SUBSTRATE SPACE-3r16•rIM CAP 8-PANEL MAXIMUM CONFIGURATION 4-PANEL MAXIMUM CONFIGURATION REQUIRED TO ACHIEVE THE DESIGN �� '•, (bbb�s 80 84 96 108 120 PRESSURE,USING THE ANCHOR '� STATE TABQLESHEET 6TED BELOW. ELO .SEELETE FLORIDA,•\(j.�:� m Q m m m U O m Q m m y U m 0 m¢ m m 20 m 0 m Q 01 a 00 .0 ¢ m m m U m 0 ANCHOR LIMRATIONS. ','� S/E Ni J\\- NOM. g S. S. S S. 9 S. p S. P iS. N ii $', a$ @ g S. b„ ii' n A.LYFI(J'rhlLL�h,P.E. PANEL FRAME g r 2 F E .�r f r H �• I' P A P g P TABLE KEY: NOM. P.ED 58765 WIDTH SIDE to N ` m N 7; Wh N{h U) m ` ur Co o rn U `o CO) $ co `o N m b N ` rn)3 m b co b PANEL FRAME QN) �` 'SS '� c 3 3S '� i� L' c wS is S Sc (� WIDTH sl[E A O V O Hoax 6 Sul C3N c0 O Heed 8 SIII C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 03+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 Jamb 5 Lf) Jamb 5 5 5 5 5 5 5 5 5 5 6 5 6 6 6 6 6 6 6 6 24 P-sw It- Jamb � t- 24 P-hook 7 7 7 7 7 7 7 7 B 8 8 8 9 9 B 9 10 10 10 10 � 480.0O z Pressure -00.0 1W , Design +100,0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +60.0 +60.0 +60.0 +60.0 +60.0 +80,0 +60.0 +60.0 CD W � Pressure -100.0 •100.0 -100.0 -100.0 -100.0 -100.0 -100.0 -100.0 -100.0 -100.0 -100.0 -100.0 55.0 55.0 55.0 55.0 Sfi.0 .85.0 -65,0 -65.0 PANEL=FRAME WIDTH W z Head&Sill C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C6+1 C3+1 C3+1 C3+1 C3+1 C3+1 C6+1 C3+1 C3+1 C3+1 WIDTH #OF PANELS N J W Jamb 5 5 5 5 5 5 6 5 5 5 7 5 6 6 6 6 6 6 6 6 W � 30 P�roOk 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 J W 5 THE MAXIMUM NEGATIVE DESIGN lY) N O Design +100.0 +100.0 +100.01+100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +60.0 +60.0 +60.0 +60.0 +60.0 +60.0 +60.0 +60.0 PRESSURE AT THESE ANCHOR Pressure -100.0 -100.0 -100.0 -100.0 -100.0 400.0 -100.0 400.0 -100.0 -100.0 •100.0 -100.0 -65.0 •85.0 55.0 55.0 -85.0 -65.0 55.0 55.0 QUANTITIES. 1--' .- J Z co LLI Head 8 Sill C5+2 C3+1 CS+1 C3+1 C5+2 C3+1 C5+1 C3+1 C5+2 C5+1 C5+1 C3+1 C5+1 C3+1 C3+1 C3+1 C6+1 C3+1 C5+1 C3+1 THE MAXIMUM POSITIVE DP AT THESE m Jamb 5 5 8 5 5 5 6 5 5 6 7 5 8 8 6 8 6 6 8 6 ANCHOR QUANTITIES.ADDmONALLY, Q THE MAXIMUM DP FOR THE SILL HEIGHT fY Q W J rn 36 P-hook 7 7 7 7 7 7 7 7 B 8 8 8 9 9 9 9 10 10 10 10 MUST ALSO BE CONSIDERED,SEE F-- fY Design +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +60.0 +80.0 +60.0 +60.0 +60.0 +60.0 +60.0 +60.0 TABLE A,THIS SHEET. = Q Z H Pressure -100.0 -100.0 -100.0 -100.0 -100.0 -100.0 -100.0 -100.0 -100.0 -100.0 -100.0 400.0 55.0 -65.0 -65.0 55.0 55.0 55.D 55.0 -1 TOTAL OF ANCHORS THROUGH THE d) Head&581 C5+2 C3+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+2 G5+2 C5+2 C3+1 C5+1 03+1 C5+1 C3+1 05+1 C5+1 C5+1 C3+1 P HOOK. O W 'Z O Jamb b 5 7 5 5 5 7 5 5 6 8 5 8 6 8 6 8 8 7 8 TOTAL ANCHORS THROUGH M }J n 42 P-hook 7 7 7 7 8 7 7 7 9 8 8 8 9 9 9 9 10 10 10 10 8 Z N Design +100.0 +100.0 +100.0 +100,0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +SO.O +60.0 +60.0 +60.0 +60.0 +60.0 +60.0 +60.0 FIG 1: (� J 0 Pressure -100.0 -100.0 -100.0 •100.0 -100.0 -100,0 -100.0 -100.0 -100.0 -100.0 -100.0 -100.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 OH LENGTH } LO Head&SIII C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C3+1 C5+2 C3+1 C5+2 C5+1 C5+2 C3+1 '-7 W Z ss� Jamb 5 5 7 5 5 5 8 5 5 5 9 5 6 6 7 6 6 6 8 6 DOOR ASSEMBLIES INSTALLED WHERE ; J1 THE OVERHANG(OH)RATIO IS EQUAL 48 P�f00k 8 7 7 7 9 7 B 8 9 B 9 9. 9 9 9 9 10 10 10 10 TO OR MORE THAN 1 IS EXEMPTED FROM WATER INFILTRATION Design +100.0 +100.0 +100.0 +100,0 +100.0;+60 100.0 +100.0 +92.0 +100,0 +100.0 +100.0 +60,0 +60.0 +60.0 +60,0 +80,0 +80.0 +80.0 +80.0 M RESISTANCE.THE OVERHANG RATIO Pressure •100,0 -100.0 -100.0 -100.0 -100.0100.0 -100.0 -92.0 400.0 -100.0 -100.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 = SHALL BE CALCULATED BY THE Head&Sill C5+2 03+2 C5+2 C3+2 C5+25+2 C3+2 C5*2 C5+2 C5+2 C3+2 o FOLLOWING EQUATION: Jamb 5 5 6 S 57 5 5 5 8 5 TABLE A: OH RATIO=OH LENGTHlOH HEIGHT C 54 P-hook 7 7 7 7 77 7 9 8 8 8 Water-Llmlted(+)Design Pressure jcia Design +80.0 +80.0 +80.0 +80.0 +80.080.0 +80.0 +80.0 +80.0 +80.0 +80,0 A THE LESSER VALUE MI TABLE S 4 y D Nominal Sill Actual Sill Max.(+)DP A AND TABLE 2 DETERMINES THE Pressure 50.0 50.0 50.0 -80.0 50.050.0 -80.0 -80.0 -80.0 -80.0 50.0 Haight Height Allowed WATER LIMITED(+)DP. Head&Sill C5+2 03+2 C5+3 C3+2 C5+2C5+3 C3+2 C5+2 C5+2 C5+3 C3+2 1.11118" 1.6087 Sep 2)at right 2)THE 1-11116'SILL MAY ONLY BE Jamb 5 b 6 5 57 5 5 5 8 6 3.112• 3.464" +60.0 psf USED WHERE WATER INFILTRATION RESISTANCE IS 60 P-hook 7 7 7 7 77 7 8 8 8 B 4.1116'• 4 037" +80.0 sf NOT REQUIRED OR OVERHANG IS Design +70.0 +80.0 +80.0 +80.0 +70.0 +80.0 +60,0 +70.0 +60.0 +80.0 +80.0 P PER FIG 1.IF SO,(+)DIP'S SHOWNi�� �0 � 4518' 4.814" +100.0 psf IN TABLE 2 MAY BE USED. wft Pressure -70.0 50.0 50.0 -80.0 -70.0 -80.0 -80.0 -80.0 -70.0 50.0 50.0 -80.0 ImWW Cwle NOTES AMt��aN� OLIO •02 /spintlnM6' ReInforcementsRequire d,(S00PtsonSheat10) Glass 1)DETAILS APPLY TO 2,3AND4TRACKCONIGURATIONS. uF ( InledOCk Lock/Fixed Stile Astragal Astragal Addon Top/BOtlom Rell Plate(Part#24.26) Typo 2)SEE SHEETS 2.4 FOR ANCHOR LOCATION&SPACING, 4., 3)SEE TABLE 2 FOR REINFORCEMENT REQUIREMENTS. ply IIC Part#29 Pan#26 Part#26 Part#30 1 Part#28 1 Required for Heights olar 96"1 A 4)CONTINUOUS ANCHOR PLATE,ITEM 98,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. 6)SEE SHEET 2 FOR APPLICABLE DLO PER PANEL SIZE. TABLE A: . SYN ... TABLE 3: �� Anchor Quantities and Design Pressures using Standard orComposite Water-Limited(+)Design Pressure NOTES RBIntOroemOnt,(SOOPert7F66OIOWtable) 1)DETAILSAPPLYT02,3AND4TRACKCONFIGURATIONS. ane•HSGLASa+.®D' Nominal Sill Actual Sill Max.(+)DP 2)SEE SHEETS 2-4 FOR ANCHOR LOCATION a SPACING. WSWERLA7v1+3110' FRAME HEIGHT(N) Height Haight Allowed 3)SEE TABLE 3 FOR REINFORCEMENT REQUIREMENTS. _ AR GLASS+7n0'A6i 4)CONTINUOUS ANCHOR PLATE,ITEM 08,IS REQUIRED AT ALL FRAME _ W- SPACE+al16 TM.GIP &•PANEL MAXIMUM CONFIGURATION 1-11/16" 1.686" See 2)below ANCHOR LOCATIONS. ///11 W' BO Bd 88 - `••- b �s W 3.1/2' 3.464" +60.0 psf 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK ORASTRAGAL ADD-0N. -"Q t E OF .�`• 6)SEE SHEET 2 FOR APPLICABLE DLO PER PANEL SIZE. %'p T p..: a m O o a m D o a m O o 4-1116" 4.037' +80.0 psf �iO��.,,FLOF7...•��1G� NOM. 4.614" +100.0 psfSS(�N�L PANEL FRAME F f F= F- F• 1- 11 MOTH SIDE N m N m N' N rk N N N R yu3 a' VALUE OF TABLE A A.LYNIJIAIILCER,P.E. OM t B yg! ygytt DETERMINES THE WATER LIMITED(A;DP.A6LE 3 < a` fid` �dd` d` add ¢ P.E#50705 Head a SIII C3+1 C3.1 C3+1 C3+1 C3+1 C3.1 C3.1 C3+1 C3+1 0'3+1 C3.1 C3+1 2)THE 1-11116"SILL MAY ONLY BE USED WHERE Jamb 5 5 5 5 5 5 5 5 6 5 6 b WATER INFILTRATION RESISTANCE IS NOT U O REQUIRED OR OVERHANG IS PER FIG i.IF SO, 24 P-hook 7 7 7 7 7 7 7 7 6 B B 8 +DP'S SHOWN IN TABLE 3 MAY BE USED, to Design +60.0 +60.0 +60.0 +60.0 +60.0 +80.0 +60.0 +60.0 +80.0 +80.0 .60.0 +80.0 �. Q Pressure 60.0 6e.o 60.0 6D.D 60.0 6o.D 60.0 60.0 6o.D 60.0 6D.a 6D.o O 0 Hoed b 3&1 C3+1 03+1 C3+1 C3+1 C3.1 C3+1 C3+1 C3+1 C8+1 C3.1 C3.1 C3a1 DO Jamb 5 5 5 6 5 5 5 5 5 5 5 5 .� O W 30 P•hook 7 7 7 7 7 7 7 7 a 8 8 a FIG 1: Z 00 Design +80.0 +60.0 .60.0 +80.0 +80.0 +60.0 +60.0 +80.0 +80.0 +80.0 +80.0 +60.0 ON LENGTH N 'li"' tl.i Pressure 60.0 60.0 50.0 -60.0 •60.0 60.0 -80.0 •60.0 -60.0 60.0 -60.0 60.0 M DOOR ASSEMBLIES INSTALLED WHERE 2 06 M Head a Sill C7+1 C3.1 C3+1 C3+1 03+1 C3+1 C3+1 C3+1 C3+1 03+1 C3+1 C3.1 THE OVERHANG(OH)RATIO IS EQUAL LL, LLi M ? T Jamb 5 5 5 5 5 5 5 5 5 5 5 5 FTO OR MORE ROM WATER INF 1 IS EXEMPTED m u)ION (� LL 30 P-hack 7 7 7 7 1 7 7 7 8 8 8 B r7 F LU LU z O Design +80.0 +60.0 +80.0 +60.0 +80.0 •80.0 +60.0 +50.0 .60.0 +60.0 +60.0 +60.0 w RESISTANCE.THE OVERHANG RATIO �"' Pressure •60,0 60.0 -60.0 60.0 60.0 60.0 60.0 60.0 60.0 •60.0 •60.0 •80.0 = FOLSHALOWINGL BE EQUATION: BY ().i m Q = FOLLOWING EQUATION: t> J Q O Heed a sol 0'3+1 0'3.1 0'J+1 C3+1 c3+1 0'3.1 0'3+1 0'3.1 0'J+1 0'3.1 ca+f 0'3+t m Jamb 5 b 6 5 5 5 b 6 5 5 5 5 OH RATIO CH LENGTHlOH HEIGHT 42 P-hook 7 7 7 7 7 7 7 7 0 8 8 8 ~ _ Z Design +80.0 .60.0 +60.0 +60.0 +60.0 +60.0 +80.0 +60.0 +80.0 +60.0 +60.0 +80.0 L1) M &{ Press= .60.0 .60.0 60.0 60.0 -50.0 •60.0 N.0 -60.0 •60.0 60.0 -80.0 .60.0 VJ Tn Head a SSI C3+2 C3+1 C3+1 C3+1 C3+2 C3+1 C3+1 C3H C5+2 C3+1 C3+1 C3+1 Z Jamb 6 S 5 6 6 5 5 5 5 b 8 5 O O N 0 n 4& P•hook 7 7 7 7 7 7 7 7 B 5 B 8 Design +80,0 +80.0 +80.0 .60.0 .80.0 +60.0 .80.0 +80,0 +50.0 +BD.0 .80.0 +80.0 Z f/) 0 Pressure -80.0 60.0 60.0 •60.0 60,0 -80.0 60.0 60.D •80.0 60.0 •80.0 •80.0 ti Reinforcements Required,(See Parts on Sheet 10) Glam e, 1n 1 TYP Interlock LocklFbled Stile Astragal Astragal Addon Top/Bottom Rall (800 Sheet 11 Ito Standard Per!#28 Ped#26 Pan#28 Ped#30 Pada 26 B Thermal-Option Pad#28 Ped#27 Pa0#27 Pad#30 Part#27 8.0 off TABLE KEY: r o td ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN uc(m' PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE 1, G Y SHEETS FOR COMPLETE ANCHOR LIMITATIONS, NOM. ;d PANEL FRAME A TOTAL#OF ANCHORS CLUSTERED THROUGH THE HEAD 8 SILL AT EACH WIDTH SIDE PANEL MEETING POINT.(EX FOR C3+1.3 ANCHORS REQUIRED AT PANEL MEETING POINT AND t ANCHOR REQUIRED AT MIDSPAN OF PANEL). Head a Sill C3+1 Jamb 5 TOTAL#OF ANCHORS THROUGH THE JAMB. 24 P•hook 8--TOTAL#OF ANCHORS THROUGH THE P-HOOK. a Complying W illi W tb. Md Design .10D.D R.IdI4 Code Pressure TE MNfIMUM POS ITIVEDPATTHESEANCHORQUANTITIESADDITIONALLY, 4oper�Nrr ('-0110 .oZ THE MAXIMUM DP FOR THE SILL HEIGHT MUST ALSO BE CONSIDERED,SEE Espinller DYe U Ijy}jL NOM. TABLE A.THIS SHEET. It A��� PANEL=FRAME WIDTH WIDTH #OF PANELS THE MAXIMUM NEGATIVE DESIGN PRESSURE AT THESE ANCHOR QUANTITIES. tyyr tilde set Ceatty 5.875' 5.675'---�{ r 3 �•{ 1.570' 1�-- 1.430' 1.595• -�-{ 1.595' ,01 Jp pf .100' ukn ❑ ❑ 1.812• p o 1.868 24 REINFORCEMENT � 1.aas•� 125 100 �a s� pO A COVER Ito 2.833' L .300• ❑ 2.768• .400' 2.788' ° RIGID PVC 2 Sea O2 TRACK HEAD/JAMB O2 TRACKSILL ^^ r 22s` RIGID PVC RIGID PVC ­4 .us- 8 250' 2.807'--1 1 T .120' .182' .120' .182' o p INTERLOCK.300 INTERLOCK ADO p�T e.25o 1 --I� �5 PLATE RCEMENT ®AND STILE © AND STILE 28 REINFORCEMENT �REINFORCEMENT ❑ ❑.tao ❑ 1,812 Q o o Q 1-T 6005-T5 ALUM. REINFORCEMENT REINFORCEMENT 6005-TS ALUM. 6005-T5 ALUM. 0 �Qp_� dr.--� 6005-T5 ALUM. COMPOSITE O 3 TRACK HEAD/JAMB J 2.511'ZI a RIGID PVC ®3 TRACK SILL ,080' 10.625" RIGID PVC 309' 10,835' 3.483' ,100• o olr� �I O �p1�1O .too• 0 .090• 4.279• ❑ ❑ ❑.100' ❑ �12.dQ��IrfIJL.I�JF ��1.888' .125' -1y 2.710' 4.835' 31 { 2.147' RIGID PVC4 TRACK 4 TRACK©RIGID PVC 2291. 2291•--I T L tzs z.1te• y �o 1.815• s0o' '830' HSI�-.550' 540' ��vr,�v�~�� t'� 30 ASTRAGAL ADD-ON 31 REINFORCEMENT 3©ADAPTER K 36 RIGID PVC AND ADD-ON PANEL STILE.TOP Q A D BOTTOM RAIL 540' J_L I l�' '� QQQQe JJJJp����}}}}�����1���p� ' ,9qg•U U REINFORCEMENT PLATE T-:4-.082• .125 sot 5--�---,06z' -F U-0 .0ez 6005-T5 ALUM. 6063 T6 ALUM. RIGID PVC RIGID PVC FRAME SCREW ANCHOR PLATE TRACK INSERT KEEPER BOTTOM RAIL e75•r-- 876'x -11.020 f- t3g3 0 COVER ®6063-T6 ALUM. O 6063-T6 ALUM. 10 6063-T6 ALUM. 11 SUPPORT 662 .062• t 306 450 1.593'RIGID IIGID PVC 6063-T6 ALUM 1.993' 1,993' 1.627'I II t -'1 t-�� 1.487' 1.487. .082' �LI� 7- 055' 11 T 320' T 0 oso i 080' 0 BOX SCREEN 91 BOX SCREEN 2 BOX SCREEN 93 BOX SCREEN 9 BOX SCREEN -�i2• .080'J .062 ®TOP RAIL BOTTOM RAIL ®SIDE RAIL ASTRAGAL ®OXO ADAPTER 055 6083-T6 ALUM. 6063-TB ALUM. 6063-T6 ALUM. ADAPTER 6063-T6 ALUM. 12 OUTER SILL 13 SILL COVER TRAOK 14 ADD-ON EEN SILL 15 TRUATSCREEN 16 �^ t.0a1 F�f-t.0a1' 6063-T6 ALUM I pgq• CK AND JAMB ADD-ON 955 COVER I I 1 .o4s RIGID PVC RIGID PVC 6063-T6 ALUM. 6063-T6 ALUM. RIGID PVCX1 � 1.202• .075' 9 8• -►I .762' J.. AWE L T 1.Oa5' I•�-2.060'^II .050'--��:'- •050''-"1I"'- I .094. 2.975 1.653• 4.041• I t10 STD.SCREEN t1t STD.SCREEN 13 STD.SCREEN 80 FIXED PANEL CLIP 3- TOP/BOT.RAIL SIDE RAIL ASTRAGAL 6063-T6 ALUM. pgWp 2.x81' 1,983• 5.178' 6083-T6 ALUM. 6063-T6 ALUM. ADAPTER etapy�,�yp� 060 I 6063-T6 ALUM. dlxtiLgGd+e�e .060` .080 .100' \1\111111!/7j .080' .080' ��� ��\•1 /<<F '�i R"WBr.. Data R"im a�phY1M SILL RISER SILL RISER WILL RISER P-HOOK ADAPTOR @p-HOOK ZOC ENSF '•R % J.R. 03/18/15 N/A THIS SHEET 17 6063-T6 ALUM. 18 6063-T6 ALUM. 19 6063-T6 ALUM, 6063-T6 ALUM. 8063-T6 \\c Ltdi RUWedBr. Dela: RmWm � ALUM. Q 58705 - J.R. 11/05/13 N/A THIS SHEET �= Droxn �126t• t.2s1• 1.261, 1.590' f--- �,c�`•, �` ® PART DETAILS J ROSOWSKI 210'-�iUl-�- 252'--i-iUlr- .173'-� o f gTr�E�F �' Y �f F 1070 TECHNOLOGYDRIVE .125' % �( •.,••LOR.,.•'C� �� /y VENICE,FL 34275 ''�%c5'S/ONP� Po.Box+62B VINYL SGD INSTALLATION GUIDELINES 11/18/10 1-1/16"BEVELED BEAD 1-1/16'OGEE BEAD 1.3116'OGEE BEAD P-HOOK REINFORCEMENT ++I I i j j 111 NOKOMIS,FL 34274 reeb kdeR smm; seine Dmv49N0. Rev ©RIGID PVC RIGID PVC 0 RIGID PVC 45 PLATE 557OIZ77O NTS 10 OF 13 MD-SGD570-01 C 6063-T6 ALUM. A.IYP E,g 68705 FE CERT.OFAU7M YZ929�H PGT.# Description# PGT.# Description Part# tion Part# PGT.# Description ��`\vvvt LYNN M1.z. D O�•''EKSE 1 619001 2-Track Head/Jamb F55 419042 Frame Header Block Box Screen 2 619002 2-Track Sill .48052 RollerAdJ.Hole Plug 80 612258 Screen Top Rail = _ 5g105 3 619025 3-Track Head/Jamb 41735 SOD Panel Come-along 91 612257 Screen Bottom Rail = No IJJ 4 619026 3-Track Sill 41736 SGD Panel Come-along Cover 92 612258 Screen Side Rail-Lockstile / -(0 ISlij Z' 5 619027 4-Track Head/Jamb 71696 Dust Plug 93 64344 Screen AstragalC96 619026 4-Track Sill 44385 4 Hole Bumper Stop 94 617349 OXO Screen Astragal Adapter �;�O�'• rt0µv0'�C�: 7 619009 Frame Screw Cover Be 619037M Fixed Panel Clip 95 64428 Screen Double Intedock ��CSSIONN 8 619031 Anchor Plate 59 71696G Sill Plug 96 617347A Screen Bug Flap A. P.E.N leCLM MIL'L705O.E. d 9 619007 Track Insert 61 7eM8PPTX #8 x 3/8"Ph.Pn.TEK Screw 97 41818K Screen Keeper Spacer Set 10 619029M Aluminum Keeper 62 78X34PPSDAX #8 x 3/4"FI.Ph.TEK- S.S. 98 720XlX 1/4-20 x 1"S.S. O 0 � Y 11 619036 Bottom Rail Support 63 781PSTX #8 x 1"Quad-S.S.. 99 720X112X 1/4.20 x 1-112"S.S. � W O 12 619006 Outer Sill Cover 64 791PQX #B x 1"Pn Quad-S.S. 100 71793G Wst ,.270"x.150"-Fin Seal 13 619011 SBI Track Cover 65 78X114PHPT41OX #8 x 1-1/4"Ph.Pn.TEK 101 7SRAZ P Standard Roller 8 14 619039 Box Screen Sill Add-on 66 710XIPPSDAM #10 x 1"Ph.Pn.TEK-S.S. 102 7SRAX Standard Roller- S.S. Li (1), W 15 619012 Outer Screen Track(Standard Screen) 07 71OX115PPX #10 x 1-1/7'Ph.Pn Keeper Screws 103 7LOCKWGS Screen Lockset -� '16 16 619038 Box Screen Head and Jamb Add-on 68 710X2PPX #10 x 2"Ph.FI S.S.Screw 104 41818K Screen Lock Keeper Spacers W Z J 17 619022A Sill Riser-(DP60) 69 710X212PPDAX #10 x 2-1/2"Pn Ph.Tek S.S. 105 7SDKEEP Screen Lock Keeper LLI M 18 619023A Sill Riser-(DP80) 70 712Xl l2PP #12 x 1-1/2"Ph.Pn.A Standard Screen 0) LL 19 619024A Sill Riser-(DP 100) 71 GE 7700 Silicone 110 612033 Screen Frame-Top/Bottom Rail p M (� 0 20 619032 P-Hook Adapter r76 Dow Coming 995 Silicone 111 612026A Screen Frame-Side Rail(Latch) W F=-• Z �r 21 619020 P-Hook 71726K Neoprene Setting Block 1"x4"x1/16" 112 812033 Screen Frame-Side Rail p Q 0 r 24 619014 Reinforcement Cover Metal Spacer-9/32" 113 617363 OXO Screen Astragal Adapter Q Z Q W 25 619030 Reinforcement Plate Urethane IG Sealer 114 64853K Vinyl Astragal Q Q "Z 26 619017M Top,Bottom and Stile Reinf.(Alum) Silicone-Foam Super Spacer-7/16" 115 617356 Screen Sill Adapter r0 M1.27 19046 Top,Bottom and Stile Reinf.(Comp.) Hot-melt Butyl 116 6FP95K Bug Flap LL11 t/J 28 619018M Interlock.300 Reinforcement 78 619D10 1-1/16"Beveled Bead 117 7R42DK Rivet O F- Z o 29 619013M Interlock.400 Reinforcement 79 619015 1-1/18"Ogee Bead 118 74X1PA #4 x 1"Ph.Pn.SMS O '4 r 0 n 30 619019M Astragal Reinforcement 80 619016 1-3/16"Ogee Bead 119 78XI12PSATS #8 x 1-1/2"Ph.Pn.SMS A Z $ LL 0 31 619035 Reinforcement Plate 81 Cardinal XL Edge Spacer 120 41703N Screw Boss Bushing } LO 35 619005 Interlock Adaptor 82 62139 Ogee Vinyl Muntin 121 712027 Comer Kay Wheel Assy.(Standard) 36 619008 Astragal Add-on 83 63609 Insulated Glass Muntin-Horizontal 122 712027SS Comer Key Wheel Assy.(S.S.w/bearing) 7Y1 37 619004 Panel Stile,ToplBottom Rab e4 4CONN I.G.Intersection 123 41805K Screen Handle 40 718609 .187 x.2B0 Finseal(Stile) 65 7558K I.G.Gridlock Clip-7/16" 124 41806 Screen Handle Slide 41 71695K 1-1/2"x 1"x 3/4"Fin Seal Dust Plug 86 7560K I.G.Gridlock Clip-5/16" 125 704/68 Screen Latch Assy, 42 419041 Interlock Clip Cover 126 7SNKPN Screen Keeper o �r! 43 78153X Tandem S.S.RollerAssy. 127 61693K SenatedScrsenspllne-.145 ; by < 44 78153N Tandem Nylon Roller Assy. 128 61892K Screen Spline-.165" �ax $ 45 619043 P-hock Reinforcement Plate 129 61694K Screen Spline-.150" �� $ 46 71OX125FPSDX #10 x 1-1/4"FI PH SMS 130 1 61816C20 Screen Cloth NOTES 1)SEE SHEET f a FOR MATERIAL TYPE AND DETAILS. rkODUCT kVVIaED ..c.oplyi.g wily the Fl.ri4 B,WI.g Cd. "eapl..ae N. uZ Eapinllw D.re Iy�aaai ase wt Cwilli.i� TYPE STANDARD REVERSE TYPE LEFT HAND POCKETS LEFT HAND POCKETS TYPE D K 2P2T A M L D Xx xx 1P2T M 6P3T R D K 2P2T %0 A M P L D R X X OX%X%O SD D M DS ox . S D K T 2P2T 8 A M F F P ... 6P3T M A 3P2T E XX � M A OXO OXO XXXXXX SD C DS D K NoravAiuBLe 3P3T xxx e A xla M F 8P4T R LD 3P27 XXX( M H e F P D K B F B F OXXx) 5.ZfM!>B 3P3T M DS A R SD A 4P47 g.., F F L D A M F B xxx axX XXXX XXXX 8P4T M F B A D K 2P2T C M XXXXXXXX e F 3P3T P M XX M Ds - A e F Xxo xxx 4P2T A.. L D ... P XXXX 4P2T NOT AVAILABLE OXXO 6P3T 8 F 8 F L D C M 4P2T NOT AVA LABLE XX 000f c D KB F e fF ] B F F B F4P4T AMC M 8P4T X*Muxx 6-2S--!RS A NOTES XXXX XXXX y)MAXIMUM OF(8)EIGHT PANELS UP TO 96'FRAME HEIGHT. D X HEIGHTS OVERIMUM OF(4)FOUR PANEL 98'AND UP TO 120%ONFIGURATION FOR FRAME e 3)MAXIMUM ALLOWABLE FRAME SQUARE FOOTAGE=292,625 FP 4P4T P R F FOR DOORS WITH A MAXIMUM FRAME HEIGHT OF 98'(REFER TO TABLES 2 AND 3 FOR MAXIMUM PANEL WIDTHS). . .DUCT kWhIA ItO J J M A :F!]] r s6opyUi@ wiih IM FTork>< B.N�uCetNo DS SD ..w..nwC \\\ // Rmuwd By. to. R9vtafm: 6apind.20- =0oXXX � �{LYNN AJ.R. 03/18/15 N/A THIS SHEETnt ICENS� '•.••Q LDLDINTERIOR `Q?:' '' rre�tceday: DataRRn:SP3T jp��' No P = No,58705 3Y J.R. 11/05!13 /A THIS SHEEN SCREEN % ju-T DoWpllm Drown eY p0"`q L D O0X° L D EXTERIOR K):_� 1015 : ru SAMPLE CONFIGS AND PANEL NAMES JROSOWSKI 6 1070 THCHNOLOGYDRlVE TWO: Data 5P3T M F e A Q•'• 5T TE f• �/ x%pDc No xXxy« No \�S•.FCORtOA•'F\(���� N.P1�WC X,�5 VINYL SGD INSTALLATION GUIDLINES 11/18/10 SCREEN NO !• \.'' 'r/'Slt?AIA� ` NOKOM1s FIs 74 soda s� sir No. Rn /�/gyp E,y gg7�4�5'PE CERr.CFAIITtL#29290 5570/2770 NTS 12 O�V'l MD-SGD570-01 C DOUBLE P SINGLE FIXEDF SINGLE SINGLE C INTERLOCK ASTRAGAL INTERLOCK LOCKSTILE INTERLOCK INTERLOCK R FIXED SINGLE H SINGLE SINGLE M LOCKSTILE DOUBLE INTERLOCK LOCKSTILE INTERLOCK INTERLOCK INTERLOCK T ASTRAGAL FIXED SINGLE j LOCKSTILE lam.. , �CC ASTRAGAL (BOX OUT) OUT LOCKSTILE INTERLOCK Co:: LOCKSTILE SD SINGLE DOUBLE T ASTRAGAL FIXED U ASTRAGAL LOCKSTILE INTERLOCK INTERLOCK (BOX IN) IN LOCKSTILE (BOX OUT) OUT A DOUBLE 0 LOCKSTILE INTERLOCK S FIXED ASTRAGAL U ASTRAGAL LOCKSTILE (BOX OUT) LOCKSTILE OUT (BOX IN) IN U ASTRAGAL LOCKSTILE S FIXED ASTRAGAL A SINGLE LOCKSTILE (BOX IN) LOCKSTILE IN INTERLOCK DS DOUBLE � � SINGLE INTERLOCK INTERLOCK L SINGLE ASTRAGAL p LOCKSTILE SINGLE (BOX OUT) INTERLOCK OUT INTERLOCK NOTES 7)DETAILS APPLYT02.3 AND 4TRACK CONFIGURATIONS. 2)SEE SHEETS 2.4 FOR ANCHOR LR ASTRAGAL SINGLE J ASTRAGAL LOCET.L5PACING. LOCKSTILE 3)SEE TABLES 2-3 FOR REINFORCEMENT REQUIREMENTS. (BOX OUT) OUT INTERLOCK (BOX OUT) OUT 4)CONTINUOUS ANCHOR PLATE,ITEM#B, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. N ASTRAGAL SINGLE J LOCKSTILE ASTRAGAL (BOX IN) IN INTERLOCK (BOX IN) IN G' SINGLE ASTRAGAL a omplyi lunrea r tenP171eQ wNY on"A& INTERLOCK IN IIT Revfwd Sy. Date: Rein: Bulalnteat (BOX IN) � \�.�`��,`(41N MI(�F��i,� E•Pindw Der 'O 6 .020 I1 o •,.••NSE•..•R J.R. 03/18/15 N/A THIS SHEE71 er_Sk 1 ti�•'��GE �� Revlsea By: Data: RerNion: Mrd Dede SINGLE SINGLE INTERIOR ` e: No 58Tp5 J.R. 11/05/13 /A THIS SHEE B INTERLOCK INTERLOCK = k c ® D—dpd— EXTERIOR - �. b��IS w-_ PANEL TYPES J ROSOWSKI O col 1070 TECHNOLOOYDRIVE Trlw Data A SF�OR`OH' O` N.VENICE,FL 34275 VINYL SGD INSTALLATION GUIDELINES 11/18/10 LOCKSTILE SINGLE O�. •..........• ��, P.O.eox1528 M INTERLOCK -FsSIC)NNS',`� NOKOMIS,FL 34274 30,j,�� sma sneac Dax4p No. R—, mHmi LER,P.E. CERT.OFAUT11.#=M 5570/2770 NTS 13 OF 13 MD-SGD570-01 C P,E.#50705