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HomeMy WebLinkAboutPRODUCT APPROVAL WINDOWS FIXED6 Page 1 of 3 SCANNED BY nr A. Lticke County ' blf � adliirTe6bPrt oti�'q��f�tsl$tt5:' �. � pb11'' df BCIS Home ( Log In 1 User Registration Hot Topics I Submit Surcharge FStats & Facts I Publications I Contact Us I BCIS Site Map Links Search do a �) Product Approval r USER: Public User ' �.�\/ I (� W ` " W�3 Product Approval Menu > Product or Application Search > Aoolicatlon List > Applieatlon Detail • FL # FL243-R20 Application Type Revision Code Version 2017 Application Status j Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments I Archived El 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 I Jens Rosowski Address/Phone/Email 1070 Technology Drive I Nokomis, FL 34275 (941) 486-0100 Ext 21140 josowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category I Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency i 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 I Product Approval Method Method 1 Option A Date Submitted 12/08/2017 Date Validated 12/20/2017 Date Pending FBC Approval F6 Copy Date Approved 12/25/2017 11 It ftliLLl) https://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEV XQwtDqu3 mwFvZ3 5 V ... 8/21 /2018 Florida Building Code Online Y , Page 2 of 3 Summary of Products FL # Model, Number br Name Description 243.1 CA-640 Fixed (Non -Impact) Aluminum Fixed Window used with Casement/Awning Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R20 C CAC 17061413.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/11/2023 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL243 R20 II 17061413.pdf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.2 CA-740 Fixed (Large Missile Impact) Aluminum Fixed Window used with Casement/Awning Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R20 C CAC 17061415.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/11/2023 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL243 R20 II 17061415.pdf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.3 PW - 220 (Non-I,mpact) Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R20 C CAC 17061405.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/18/2021 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL243 R20 II 17061405.pdf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, ,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.4 PW - 620 (Non -Impact) Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R20 C CAC 17061410.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 02/19/2019 Design Pressure: N/A I Installation Instructions Other: Please see the Miami -Dade County Notice of FL243 R20 II 17061410.pdf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size,l and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.5 PW - 720 (Large Missile Impact) Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R20 C CAC 17061411.odf Approved for use outside HVHZ: Yes, Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/19/2019 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL243 R20 II 17061411.odf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. I Evaluation Reports Created by Independent Third Party: 243.6 PW - 820 (Large Missile Impact) Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R20 C CAC 17061411.Zdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/19/2019 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL243 R20 II 17061411.1)df Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: Information. Evaluation Reports Created by Independent Third Party: 243.7 PW-5420 (Non , -Impact) Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R20 C CAC 17061408.odf https ://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGE VXQwtDqu3 mwFvZ3 5 V ... 8/21 /2018 Florida Building Code Online Page 3 of 3 Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/30/2020 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL243 R20 II 17061408.1)df Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.8 PW-5440 (Non -Impact) Vinyl Fixed Window used with Casement/Awning Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R20 C CAC 17061407.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/24/2020 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL243 R20 II 17061407.odf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.9 PW-5520 (Large Missile Impact) Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R20 C CAC 17061409.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/30/2020 Design Pressure: N/A ! Installation Instructions Other: Please see the Miami -Dade County Notice of FL243 R20 II 17061409.pdf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.10 I PW-5540 (LargelMissile Impact) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see the Miami -Dade County Notice of Acceptance (NOA) for product performance information, anchorage details, and anchor type, size, land spacing Information. Vinyl Fixed Window used with Casement/Awning Certification Agency Certificate FL243 R20 C CAC 17061406.pdf Quality Assurance Contract Expiration Date 09/24/2020 Installation Instructions FL243 R20 II 17061406.Ddf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Nex[ The State of Florida Is an AA/EEO employer. Cobvrloht 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 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 here . Product Approval Accepts: iChcik M Credit Safe security irrRIcs* https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu3mwFvZ35V... 8/21 /2018 M IAM I-DADE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 MIAIVII-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (7W 315-2590 F (786) 315-2599 www.miarnidade.gov/economy SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted las 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 "CA-640F Fixed Casement" Aluminum Fixed Window - N.I. APPROVAL DOCUMENT: Drawing 14o. MD-CA640E-NI, titled "Fixed Casement Window Details - NI", sheets 1 through 10 of 10, dated 08/08/12, with revision C dated 05/25/17, 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 shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 16; 0629.20 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. i NOA No. 17-0614.13 Expiration Date: April 11, 2023 Approval Date: October 12, 2017 ,0102 +7 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.124218.12) 2. Drawing No. MD-CA640E-NI, titled "Fixed Casement Window Details - NI", sheets 1 through 10 of 10, dated 08/08/12, with revision C dated 05/25/17, prepared by manufacturer, signed and Iscaled 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, DurasealOj 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. 16-0629.20) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Unifor'm Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water' Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a series CA640F aluminum fixed window,i prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7060, dated 09/07/12, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 12-1218.12) 3. 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 along with marked -up drawings and installation diagram of a series CA-740 outswing aluminum casement window mulled to a fixed window, prepared by Fenestration Testing Laboratory, Inc;, Test Report No. FTL-3579, dated 10/03/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA IV& 12-1218.12) Manue er z, P.E. Product Cont of E miner NOA No.-0614.13 Expiration Date: April 11, 2023 Approval Date: October 12, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS woNTEamD) 4. 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) Water1,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 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a series CA-740 outswing aluminum casement window mulled to a fixed window, prepared by Fenestration Testing Laboratory, Inc 1, Test Report No. FTL-3580, dated 10/03/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA No. -12-1218.12) 5. 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) Large (Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a series CA-740 aluminum fixed window mulled to a projected window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3724, dated 02/28/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA No.12-1218.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), and with the FBC 6th Edition (2017), dated 06/09/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). i E. MATERIAL CERTIFICATIONS 1. None. Manuel rez, 4E. Product Contro Exam' er NOA No. 14.13 Expiration Date: April 11, 2023 Approval Date: October 12, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014) and with FBC 61 Edition (2017),l dated August 29, 2017, issued by manufacturer, signed and sealed by Anthony Lynn (Miller, P.E. 2. Statement letter of no fuiancial interest, dated June 9, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. 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. 16-0629.20) G. OTIMRS 1. Notice of Acceptance No.16-0629.20, issued to PGT Industries, Inc. for their Series "CA-640F Fixed Casement" Aluminum Fixed Window - N.I." approved on 08/11/16 and expiring on 04/11/18. I Manuel Pe E. Product Control xam ner NOA No. 1 4.13 Expiration Date: April 11, 2023 Approval Date: October 12, 2017 E-3 D GENERAL NOTES: SERIES 640 NON -IMPACT FIXED CASEMENT WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED &TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3) FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 3, SHEET 4. 4)ALL WOOD BUCKS LESS THAN 1-112" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3, SHEET 4. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF -THE FRAME.- - INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE. FRAME ANALYSIS AND GLASS PER ASTM El300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-7060, 3579, 3580, 3724; ELCO ULTRACON NOA; ELCO CRETEFLEX N07A ANSI/AF&PA NOS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. CODES/STANDARDS USED: .2017 FLORIDA BUILDING CODE (FBC). 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION -ASTM E1300-04 •ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM-2015 •AISI S700-12 •AISC 360-10 DESIGN PRESSURE RATING IMPACT RATING VARIES, NON -IMPACT RESISTANT SEE SHEETS fi-9 60" WIDTH 53" VISIBLE LIGHT WIDTH (DLO) 4" P1AX B. SEE SHEET 2 4' MAX I I 19' O.C. MAX. I IF JAMB IS ! OVER 60'. I I A l A SEE 69' I / SHEET2 76' VISIBLE I / HEIGHT LIGHT I HEIGHT / (DLO) 23" O.C. MAX. IF JAMB IS — — —Hill—I--- I ---- — 60' OR LESS. --- -- 23' O.C. MAX. IF LAB 19" O.C. MAX. IF HEAD OR SILL —� HEAD OR SILL IS 60' OR LESS. IS OVER 60". TYP. ELEVATION OF FIXED CASEMENT WINDOW TART R 1- 1/8' ANNEALED OR 3116' ANNEAI TEMPERED GLASS TEMPERED EXTERIOR EXTERIOR 11/16' GLASS 34 BITE 34 ��I 11A GLASS BITE GLASS TYPES 1 & 2 GLASS TYPES 3 & 4 9GI6' NOM. GLASS STACK 114• ANNEALED OR TEMPERED GLASS 1/8•ANNEALED OR 5116' AIRSPACE EXTERIOR 38 TEMPERED GLASS 1/B'ANNEALED OR TEMPERED GLASS EXTERIOR E EB ae I - ----BITE GLASS TYPES 5 & 6 Glass Types Sheet # 1 1/8' Annealed 6 2 1/8' Tempered 6 3 3110" Annealed 7 4 311V Tempered 9 5 1147 Annealed 7 6 1/4' Tempered, 9 7 9116'IG:(1/8'An-511(r Air -1/8"An) 7 8 9/16'IG:(1/8'T-5116'Air -1/8"T) 7 9 7/B' IG: (3116" An -1/2' Air - 3/16' An) 8 10 7/6'IG:(3f1(rT-1/2'AJr-311E"T) 9 Illltlll ON`f V.NIy,y�''., i el, VICENS, ...'•�(� i GENERAL NOTES .......................... 1 . `1 : ••.� i ELEVATION ........... ................ ...... 1 Q: GLAZING DETAILS ......................... . 1 _ * ; No. 58705 •: *_ INSTALLATION ................................. 2 _ — ASSEMBLY TUBE DETAILS ............. 3 ANCHOR SPECIFICATIONS............ 4 p• , U ��' • :. ANCHOR QUANTITIES ..................... 4-5 Q DESIGN PRESSURES ...................... 6-9 i'�` •'•.,F(ORIOP;.•�` ��� ASSEMBLY DETAILS/BOM._........... 10 S10NAL ```�. A LYNN MILLER P.E. 0001 Rim- 718' NOM. GLASS STACK 12'AIRSPACE VIVA OR TEMPERED GLASS _ 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)46D-1600 'YMGRTCa117 PGTINX8IRIES.1N ALL RN•1G5 BESFRVED CERT. OF AUTH. #29296 EXTERIOR a_ GLASS TYPES 7 & 8 _3116' ANNEALED OR TEMPERED GLASS 11/16' GLASS SITE V 33 kz!�F PRODUCTREVISBD as complying with ft Florida Building Code GLASS TYPES 9 & 10 AoceplAnceTfv 1 /�3 'Tmion DA[e dsed By: Defe: Revision B: By JR 05125l17 UPDATED ANCHORAGE Mi DAde Yroautt.0 PER FBC 2017. 6sed Br Oete: I Re,d-s;on A Description: "' ��• GENERAL NOTES & ELEVATION J ROSOWSKI FIXED CASEMENT WINDOW DETAILS - NI 08/08/12 Series/Nadel Smfe: Sheet: Drawing No. Rer. CA-640 NTS 1 OF 10 MD-CA640E-NI I C I AtlLt'LA: Window Anchors Required (37" and Less on ShortSide Dimension) Shod side Anchor Type under 23'1 25.15/16 24 31-112^ 33.112' 34' 3T' A B C I D I A 8 1 C I D A I B C I D A r B I C D A I 8 1C D A B C D A B C D A B C D �1 Long Side 2 2 2 2 under Short Side 2 2 2 2 25.1518, Long Side Short Side 3 2 2 2 2 2 2 3 3 2 2 2 2 2 2 Long Side 4 L. 3 3 3 5 3 3 3 5 3 3 3 5 3 3 3 5 3 3 3 5 3 3 3 5 3 3 3 Short Side 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 3 3 5 3 3 3 5 3 3 3 Long Side 5 3 3 3 5 3 3 3 5 3 3 3 5 3 3 3 5 3 3 3 5 4 3 3 5 4 3 3 5 4 3 3 3T, Short Side 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 3 3 5 3 3 3 5 3 3 3 5 4 3 3 Long Side 8 4 3 3 6 4 3 3 B 4 4 3 7 4 4 3 7 4 4 3 7 5 4 3 7 5 4 3 7 5 4 3 Shod Side 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 3 3 5 3 3 3 5 3 3 3 5 4 3 3 Long Side 6 4 3 3 6 4 4 3 7 4 4 3 7 4 4 3 7 4 4 3 7 5 4 3 7 5 4 3 7 5 4 3 44-V4° Shod Side 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 3 3 5 3 3 3 5 3 3 3 5 4 3 3 Long Side 7 5 4 3 6 5 4 3 8 5 5 3 8 5 5 3 9 6 5 3 9 8 5 3 9 6 5 3 10 6 5 3 �V4, Short Side 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 3 3 5 3 3 3 5 3 3 3 5 4 3 3 Long Side 8 5 4 4 9 6 5 4 9 6 5 4 10 6 5 4 10 6' 5 4 10 7 6 4 10 7 6 4 11 7 8 4 56' Short Side 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 3 3 5 3 3 3 5 3 3 3 5 4 3 3 Lan Side 9 6 5 4 10 6 5 4 10 7 6 4 11 7 6 4 11 7 6 4 12 7 6 4 12 7 6 4 12 8 7 4 ff Shot Side 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 3 3 5 3 3 3 5 3 3 3 5 4 3 3 m Lon Side 10 6 5 5 10 7 6 5 11 7 6 5 11 7 6 5 12 8 B 5 12 8 7 5 13 8 7 5 13 8 7 5 68-13'16" Short Side 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 3 3 5. 3 3 3 5 3 3 3 5 4 3 3 m c tong Side 10 8 5 5 11 7 6 5 11 7 6 5 11 7 8 5 12 B 7 5 13 8 7 5 13 8 7 5 13 9 7 5 _67-1/2 -Shen bide '2- - 2- -2-1-2-- -3- -2- -2- --2- -3- -2- - 2_ 2- 9._ _-Z -2 2 4 3 3 3 5 3 3 3 5 3 3 3 5 4 3 3 Long Side 10 6 5 5 11 7 6 5 11 7 6 5 12 7 6 5 12 B 7 5 13 8 7 5 - 13 -8 - -7- -5- -141-9--7 - -5 - Short Bide 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 3 3 5 3 3 3 5 3 3 3 5 4 3 3 de 10 6 6 5 11 7 6 5 12 7 6 5 12 8 6 5 13 8 7 5 13 8 7 5 13 9 7 5 14 9 8 5. 7Q, ide 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 3 3 5 3 3 3 5 3 3 3 5 4 3 3.7, de 10 7 6 5 11 7 8 5 12 8 7 5 12 8 7 5 13 8 7 5 14 9 7 5 14 9 7 5 15 9 8 5ide 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 3 3 5 3 3 3 5 3 3 3 5 4 3 374, de 11 7 6 5 12 8 6 5 12 8 7 5 13 8 7 5 14 9 7 5 14 9 8 5 14 9 8 5 15 10 8 5 kShort&de ide 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 43 3 5 3 3 3 5 3 3 3 5 4 3 3 de 11 7 6 5 12 8 7 5 13 8 7 5 13 6 7 5 14 9 8 5 15 9 8 5 159 8 5 16 10 8 5 7S ide 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 3 3 5 3 3 3 5 3 3 3 5 4 3 3 ide 12 8 7 514 9 7 5 14 9 8 5 15 9 B 5 16 10 8 6 17 11 9 6 17 11 9 6 18 11 10 6 ide 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 3 3 5 3 3 3 5 3 3 3 5 4 3 3 Long Side 17 11 9 7 19 12 10 7 7 21 13 11 723 14 12 8 24 15 13 8 24 15 13 8 2fi 16 14 9 114" Shod Stde 2 2 2 2 3 2 2 2 2 4 2 2 2 4 3 3 3 5 3 3 3 5 3 3 3 5 4 3 3 Side 21 13 11 a 23 14 12 B g13 8 258 13 9 271714 9 29 18 15 10 29 18 15 10 1�^Long Shot Side 2 2 2 2 3 2 2 2 2 4 2 2 2 4 3 3 3 5 3 3 3 5 3 3 3 Long Side 22 14 12 9 25 16 13 9 9 28 17 15 9 2916 10Short 145' Side 2 2 2 2 3 2 2 2 4 2 2 2 4 3 3 3 wLL Group Anchor Substrate - Min. Edge Distance Mln. O.C. Distance MI"' Eneb dmerd Anchor Phte Required? 812, steel SMS (GS) Ire SIB- v I-w No 6o63-T5 Alum. 3/8• 518, .063' . No A36 steel 318' SIB• .050' No A653 Stud, Gr. 33 31B• 5/8' .049'. 20 Ga. W A 1114. steel EMS (GS) .1.4, 410 SS SMS S. Pine 6/e• 1• 1.318• Na 60B3-T5 Alum 3IB• 5!B• .OGi' No A38 Steel LB' CJB' .050• No A653 Stud. Gr. 33 3!8' S/8' .045•, 20 Ga. No B 110 steel Ultrseon 2.85k Concrete 2.1/2' 4' 1-317 No Hollow Black 1' 6• 1-1/4' No Hallow Beck 2-t12' S• 1-114' No i/4' steel UBrecon Hollow Block 1• 6' 1.1/4' Y. C 114' 410 SS CraleFlex 3.35k Concrete i' 5' i V4' No Hollow Black 2-if2' S' 1.1/4' No Group Anchor Substrate MI . Edge Dlstarxe Min. O.C. Distance Min. Embedment Archer ' Plate Required? 412. steel EMS (G5) ortlt2, 410 SS EMS S. ire Sar T--WB Yes 6063.75 Ahan 3W Sir .0713, Yes A36 Steel 3IB' 518' .050• Yes A653 Stud. Gr. 33 3/8' Sir .045', 18 Ga. Yes 014, steel EMS (G5) or 014. 410 SS SPAS S. Pine 51B• 1' 1-3w Yes 6083.75 Alum 318' 5/8• .0713' Yes A36 Steel 318' 5/8, .050• Yes A653 Stud, Gr. 33 318' Sir .045, 18 Ga. Yes D 1/41 steel Ultracen 2.85k Concrete 1' 4' I-W4' Yes 2.85k Concrete 2-1/2' 4' 1.WW Yes Hollow Block Filled Block 2-1W 2.1/2' 6' 4- 1-1/4' 1-3/4' Yes Yes 1/4• 410 55 CretaRn 3.35k Concrete 1' 6' 1-/4' Yes 3.35k Ccrete on 2-112' 6' 1' Yes Hollow Block 2-1/2' e' 1-1/4' Yes 5/16' steal Ultncen 3.5k Concrete 1.114• S• 1-3/4' No tallow Block 3-1le' S' 1-1/4" Nor Ftled Block 2-1/2• S 1-3/4' No 1) USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN ARE TIP -TO -TIP. 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG SIOE DIMENSION SHOWN ON THE TABLE. 3) TABLE DIMENSIONS MAY r BE ORIENTED VERTICALLY SHORT OR HORIZONTALLY SIDE LONG slOE AS SHOWN: LONG Sloe SHORT I _ SIDE IF _0 X 1)OPERABLE (X) WINDOWS X 0 O MAY BE CASEMENT X O WINDOWS OR AWNING WINDOWS OF X X THE SAME X O X SERIES. Ot O a0A O tS F tt• 9 P �g0 •01g0 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL SUBSEQUENT TABLES IN THIS APPROVAL 2) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 3) ANCHORS MAY BE HEXHEAD, PANHEAD OR FLATHEAD. Meterm Min. Fr I Min. Fa Stew Screw 92 ksi 120 ksi 410 Screw 90 ksi 110 ksi Elea UltmCwAD 155 ksi 177 ksi 410 SS Elea CreteFlexG 127A ksi 189.7 ksi 6063-T5Aluminum 16ksi 22 ksi A36 Stew 38 ksi 58 ksi G6 33 Stew Stud 33 ksi 45 ksi PRODUCTREVISED as mmplyingwith the F)a lib . BnHdmB Code Acceptml«xo L - �z3 Elepitodon Dew By z V) W UL � Q Z W r C zdQ aU CI LU J Q 'o p � O LL O I-- N --t j- N -00 oF- o°O 00 o0 Z Q LLI Z W ulZ Y Y W U) U) ~ r U) . O O 0 .. O U _ C° r a m0 U)b m0 W .eL) qU i 0 MZ vi( LL rn 2 owlZU� wri x-z LL o W>� o Z K W `11111 Ill7i, No.58705 ' � '•.FC ORIDp. ••• \�� A LYNN MILLER, P.E. TABLE 2B: Window Anchors Required (Over 37" on Short Side Dimension) Short Side Anchor Type \ 40' 44' 4&114' 53118' S4' 58' 60, 93' 67-1/7 B C 0 y A B C D A B C D A B I C D A 1 B 1 C ID A B T C I D A I B I C I D A IB C D A B C D A under 23' Long Side Short Slda 25.1&16" Long Side Short Side 35w Lon Side Short Side 3T Lon Side Short Side Lon Side 7 5 4 3 7 5 4 3 �, Short Side 6 4 3 1 3 1 7 1 5 1 4 3 Long Side 7 5 4 1 3 7 1 5 1 4 3 44-IW Shod Side 6 4 3 1 3 7 1 5 1 4 3 Lon Side 10 6 5 4 10 7 6 4 1D 7 8 4 /1 7 8 4 53.1/(i' Short Side 8 4 3 3 7 5 4 3 B 6 5 3 11 7 8 4 Lon Side 11 7 6 4 12 8 6 4 12 8 7 4 12 8 7 4 12 8 7 4 13 8 7 4 Short Side 8 4 3 3 7 5 4 3 9 8 5 3 11 7 B 4 11 7 6 4 13 8 7 4 Lang Side 13 8 7 5 13 9 7 5 14 9 7 5 14 9 B 5 14 9 B 5 15 9 8 5 15 9 B 5 15 9 8 5 v �, Short Side 6 4 3 3 7 5 4 3 9 8 5 3 11 7 6 4 11 7 6 4 13 8 7 4 13 9 7 5 15 8 8 5 a� 5 15 9 B 5 15 10 8 5 16 10 8 5 16 10 8 5 16 10 B 5 16 10 8 5 16 10 8 5 15 10 8 5 66-13116' Lon Side 14 9 7 3 7 5 4 3 9 6 5 3 10 7 6 4 11 7 6 4 12 8 7 4 13 8- 7 5 14 9 B 5 16 f0 B 6 Shod Side 6 4 3 5 16 10 8 6 16 10 B 8 78 10 8 6 18 10 B 6 18 10 B 6 16 10 8 8 67-117 Long Side 14 9 B 5 15 9 S 5 15 10 B 6 4 12 8 7 4 13 B 7 5 14 9 7 5 18 10 8 6 -- -— -- SIwR Side --8- -4_ __3_ _3 _ 7-_ 5_ 4 3 9 6 5 3 10 7 B 4 17 7 Side 14 9 8 5 15 10 8 5 18 10 8 5 16 10 B 6 16 10 _9 -0- -16- -10- -9- - 6-1-16-1-10- -9- - fi- d6- - 6B' La 3 7 5 4 3 9 6 5 3 10 7 6 4 11 7 6 4 12 8 5 4 13 8 7 4 14 9 7 5 ShortSlde 6 4 3 18 10 9 6 16 10 9 6 16 9 6 18 9 6 18 10 9 8 18 10 B 6 70• LongSide 15 9 8 5 16 10 8 5 6 5 3 10 7 6 4 10 7 7 6 4 12 7 7 8 4 12 B 7 4 13 9 7 5 Shod Side 6 4 3 3 7. 5 4 3 9 9 6 17 11 1 9 1 6 17 11 B 1 B 1 17 11 9 6 17 11 9 8 17 11 B 6 LongSide 15 10 6 5 1 18 1 10 9 6 17 I 11 1 7 4 13 8 7 5 72' Short Side 6 4 3 3 7 5 4 3 B 8 5 3 10 6 6 4 10 7 6 4 12 7 6 4 12 8 Long Side 18 1D 9 8 17 11 B 6 17 /1 1. 8 17 11 9 6 17 11 9 6 17 11 9 6 17 11 9 6 74' Short Side B 4 3 3 7 5 4 3 B 6 5 3 10 8 5 4 10 7 6 4 11 7 6 4 12 B 8 4 Lon Side 16 10 9 6 17 11 9 8 18 11 9 6 18 11 9 6 18 1/ 8 6 18 11 9 6 18 11 9 6 76' Short Side B 4 3 3 7 5 4 3 9 5 5 3 10 8 5 4 10 8 5 4 t1 7 6 4 12 8 8 4 20 12 10 7 20 12 10 7 20 12 10 7 20 1Y 10 7 Long Side 19 12 10 6 B4' 7 5 4 3 8 5 4 3 9 6 5 3 10 fi 5 3 Short Side 6 4 3 3 Lore Side 1 26 17 14 9 114' Short Slde 6 4 3 3 EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW. 3116' TEMPERED GLASS. 1/4' MASONRY ANCHORS INTO CONCRETE, +F 65 PSF DP REQUIRED CASEMENT ANCHORS (SEE SEPERATE NOA 1: A) FROM TABLE 12. ANCHORS C & D ALLOW A DP OF +70/-90. S) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR. C) FROM TABLE 2. 6 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD & SILL E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. F) PER RULES ON SHEETS 2 & 3, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE AWNING (HEAD & SILL). 10' 10° � 4' � 4, 4' � � 4° � 10.6° / \ l 1 4' \ _ � 13'T 13'►� 34' 21 1) USE THIS TABLE FORALL WINDOWS PER THE ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN ARE TIP -TO -TIP. 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG SIDE DIMENSION SHOWN ON THE TABLE. 3) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN: SHORT LOrO SIDE SIDE SLIDE —� SSIDE_ FIXED CASEMENT ANCHORS: A) FROM TABLE 11, A 34- X 61° FIXED CASEMENT WINDOW HAS A DESIGN PRESSURE OF - -r +70%90 USING ANY ANCHOR FROM GROUPS A B. C OR D. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THEANCHOR AND SUBSTRATE 10.6- DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR. C) FROM TABLE 2A, 6 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIMILARLY, 3 ANCHORS ARE REQUIRED IN THE HEAD & SILL E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. 1 F) PER RULES ON SHEET 2, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY 4- TUBE SIDE OF THE FIXED CASEMENT (HEAD & SILL). PRODUCT REVISED . complying with do Fistift Bui lding 4 5 E-4iradw Dge 2sYL3 ly edeProBdci'Cal�$r:1 Z Uj LL W CD F Z C) ILL! W Q o� 0 LL O '� Z O ti 04 Z) h C3 Z Z ;C) go Q Z yZ W W D_ M Y Y W O O .. O U _ CO o in U) o 2 0' Q O �O �U W U (� 3i HZ :X _ Q LL h z 2U� V=a� o 2! o ` w o � U tlll 1 s N Yc NSF N. ."M!llF% Qom,•' * ; No.58705 ��'.. STTr=F : • 4 IONAL A LYNN MILLER, PE .•.❑ Deelpn Presaue(Psq Ix SbWe Wind... All Anchor G..po Shod Side Wer23- 25.15/16' 1 27314• 13Y7? 3r 44' 48-1/4' under 2r N-79.6 25-15/lfr r/-71.5 N•70.6 3r +/-57.7 +/-54.3 +/-52.7 +/•49.9 +1-49.4 44' +/-53,9 +/-50 +1-48.1 +/-44.1 +1.427 +1.41.6 8 r4 48-111' +/-522 +1-482 +f-46.3 +/-41.6 M•40.1 N-38.2 H•352 53.1/8' .1.49.9 +1-43.6 +/-429 H-39.9 +1-38 58' +/-46.9 H-39.4 +/-38.1 +T 3-1.9 71-36.3 6.T +/-44.5 0-36,2 H-339 0-33.6 H-332 H-27- t L--FLE SHORT SIDE SIDE LONG S10E SS DET 1) SEE SHEETS 1, 4 85 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. m Design Pressure (psp for Windows Attached to a Fame Aaeembly Tube Window Dimenalon'A' " - under 23' 25-15116' -273/4'- -33.112'- -3r-- --44= -48-V4'- -53.1/6•_ _58'_ _63nc' El- Anchor Group Anchor Group Anchor Grog Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Am Group AN AO All All All Ali All Al All All +7U1.-79..6 +70/71.5 +/37.9 +Hi0.6 5.7 +153.9 a -672 + 49.9 +/45.9 +144.5 1e51r1/2186'r ' +70171.5 +701-70.6 43.2 /-67.6 +154.3 +1-W +/482 +/•43.8 +/39.4 +/362 37' +/57.7 +/54.3 /527 149. +149.4 +/427 +140.1 +/38 +36.3 +13.2 +/.53.9 +/.50 * +/4444' +1427 +/-41.6 +1+962 +/22 +/48. -148.3 H-01.8 +140.1 +/-38.2 +/-W.2 184' +/49.9 +143.8 +/429 +/39.9 +/J8 58' +146.9 +/39.4 +/38.1 +/37.9 +/363 +/44.5 +136.2 +/ 33.8 /Br 33.6 +/33.2 78' W- 07 +130.8 +/-27A +/39.4 +/-49.3 +/-25.5 FIGURE FOR VERTICAL FRAME A55EMt1LT I Ut 10• FRAME MAX. ASSEMBLY TUBE WINDOW DIMENSION .A- -r-IWINDOW ADDITIONAL DIMENSIONIANCHOR •B' (4), IF RED. SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS IE il FRAME SEE SHEETS 1. 4 8 5 FOR WINDOW DIMENSION ASSEMBLY BE SEE SHEETS 1, 485 FORWINDOWANCHOR WINDOW ANCHOR B• M ND LOCATIONS AND QUANTITIES. SEE SHEET T tp• MAX OUANTITIES. SEE SHEET QUALOCNTITIES. SE 3 FOR ANY NAL 3 FOR ANY ADDITIONAL l REQUIRED ANCHORS REQUIRED ANCHORS REQUIRED FOR THEFRAME FOR THE FRAME ADDITIONAL ASSEMBLY TUBE ASSEMB WIN DOW ASSEMBLYTUBE. ANCHOR -� DIMENSION 'A' FOR GLASS TYPES: 1) 1/8"Annealed 2) 1/8" Tempered PRODUCT REVISED as cor0plytng wits the Fbwi& Btut_:8 Call � 1 -O ► • 1�' E><piratioo Deie x3 By Mi Dsde Product Z Uj V. t7 DO d Z r 2U W Z_ Q o` CD o ❑ ❑ aD O O O W a ❑ 2 r0 - --- - -- N -O- - j- z Ali D O w D O WUj Z N U) Re W W < O O O Z U _m b z` � o '3 oe ❑ � LL rn ® st st m t;zLy c� 11111 I/ 3 � ' �' ��: 1,10ENSF • �� = _ No.58705XN (��' .• �ORIDP,.' �"7,,'ONAL A LYNN MILLER, P.E. P.E # 58705 •'-❑ Deelgn P-re(pep for S6ple Wlnd x .AB Anchor Groups 3hw1 Side uder27 2515/16' 27-3'4' 3311T 37' 44' 48-1/4' 1 53113- 58• or under 23' +901-1121 25.15/19• 4901-100.7 +901-99A 3T .1- 81.3 +/-78.5 +/- 74.3 +l- 70.3 +1.69.7 +/-60.1 +1- 58.6 +/- 63.5 4- 51.1 41-49.3 44' +1.75.9 +f-70.4 +1-67.8 +/-921 +/-60.1 N-68.8 a1-57.8 a/-44.5 +1-41.9 +/-40 01 48-114' 44-738 +/-879 +1-65.2 +1-549 +1-56.5 +1.53.8 +/-9.4 +1-435 +/-40.8 +/• 71.6 +/- 65 8 +!- 2.9 0- 5(2 +1- 53.5 +7- 44.5 +l- 43.5 +1- 432 Sr +/-89.9 .1-64 +/-B7 +/-54.1 H-51.1 +1-41.9 +1-40.0 ar f-699 +/-fi28 +1-59.6 +1-5L4 +/-49.3 +1-40 76' +1-EB +1-55.4 +/.49.3 +1-43.1 +1-39A B4' H-64.9 +1-527 +/-45.8 +/-37.8 FOR GLASS TYPES: 3) 3/16" Annealed 5) 1/4" Annealed 7) 9/16" IG: (1/8" An - 5/16" Air -1/8" An) 8) 9/16" IG: (1/8" T - 5/16" Air -1/8" T) I- T[I SHORT LONG SIDE SIDE SHORTLONG I SIDE - SIDE 1) SEE SHEETS 1, 4 8 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. Z LLJ LL O 'It}} �.. ❑ ❑ w zLIJ ,J ¢ e o _ o ❑ a ❑ 0 O .O n a d Z _", ~ CD ur I AtiLL /- Design PmsBum Cost br Windows Attached to a Fmms Assemby Tube mWindow Dhnercion'A 3' 251611S' 27-Y4' 33.112' 3T 48-1W 53-IIW B r Anchor Anchor Anchor Anchor Gmup Anchcr Group Anchor Group Archon Group AnchorGmup AnchwGmup p Group A71 Getup All Grob All A B C 8 D A B C 8 D A B C D A B C D A B C D A B C D uder 2!•0 +70/+30 + 01-00 ♦7D1-M4 +70Y51.3 +70I-7112 +701-81.3 +7d-7 9 +/-68.8 +76r-75.9 +701-73.6 +/.W.7 +7(y727 r7N-73.6 +149 +1-55.3 +438.1 +7 -71.6 +l .1 +-W.5 +/-6D•5 +I.89.9 +3&1 +/46 ♦ +/-68.8 1Bo +7g1A0 +701.90 +70151.1 +7(Y78.5 +70176.5 +701-76.5 +7N-70.4 +701-70.4 +70r-70A +/57.1 +/57.9 +157.9 +/57.9 +/51.1 +/55.8 465.E +/-65.8 +/-55.9+1.64 +!•84 +/{1.5 +/4MS +/4i2.8 +F828 3T 1.3 FA +70/-76.5 +701-74.3 +70/--703 ♦159.7 +/�.7 +/-69.7 +/50.1 M�.1 +/4M1 +/58.5 +/5fi5 +l-`.8,5 +/456.5 NS3.5 +/-53,5 +1-63.5 +/535 +1-49 .151.1 +/51.1 +/b1.1 ♦/-051 +149.3 +149.3H-49.3 .9 a70r-70.4 +/457.6 +/i21 +1-W.1 +/-W.1 +150.1 N57.3 +158.6 N-6B8 H495 +/53.6 r/53.8 +1.616 +1-05.1 +/50 +/SO +15g +1d12 +1-072 +/-072 +/-072 rh37.9 a!-05 y-05 +1�5 114' 6 +/57.9 +/4152 066.9 +/56.5 +156.5 +f-MS +/-49.5 +153.8 +/59.8 N48.1 +/53.4 +1-53.4 H53.4 +141.1 +/49 +149 +149 +1-37.5r/45.7 +145.7 +/-05.7 E 53.1/6° 1.6 +/55.8 +/-e2.9 +/56.2 +/-M.5 +153.5 +153.5 +/50 +/50 +150 +/49 +1.49 +/49 +/49 +1449 +1-48.6 +148.8 +/486 .9 +1.64 +/51 +/54.1 +/51.1 +/51.1 +/-5 */47.2 +1472 +1472 M45 +145.7 +145.7 +145.7 63' .6 +ISLE ♦159.8 +/52.4 +l49.3 ♦/49.3 +/49.3 +/45 +/-05TV 8 +/554 +149.3 +/43.1 a/-39.4 +/59.4 a/59,4 84° +154.9 +1527 +145.8 +/57.8 rrtiur<e run vcrt i nau. rrwnic a�"m� o 10 MAX FRAME ASSEMBLY 6 TUBE L WINDOW c DIMENSION 3 'A' F F T I WINDOW DIMENSION '9' ADDITIONALF ANCHOR (4), IF RED. SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE EE SHEETS 1, 4 85 FOR 9NOOW ANCHOR WINDOW DIMENSION FRAME ASSEMBLY TUBE I i SEE SHEETS 1, 4 5 5 FOR WINDOW ANCHOR LOCATIONS AND JCATIONSAND UANTITIES. SEE SHEET T•B' ._ 1gJ' M_AX. 3 FOR A IES. SEE SHEET 3 FOR ANY ADDITIONAL FOR ANY ADDITIONAL I ANCHORS REQUIRED NCHORS REQUIRED FOR THE FRAME ]R THE FRAME ADDITIONAL _-_- ASSEMBLY TUBE. SSEMBLY TUBE w oa o� coz �z CIO a• O O O Z U �m � O O w �U �w ® 'RE k OH w� ¢ �2; N2 O �Z U LYNN a't . 1?GENSF' � * No. 587D5 ;� -gyp � � F� T '•. �''s;S�OfVAL E�•`�• ❑ Oesign Pressure (pe56r Single Whdose, AIIAIchorGrmpe Shut S'de leder23' 25-15116' 36, 48' 63-118' SH' 6P 61' 65' 86-13H6' MXW 23' +9W-150 25-15116' +901.150 +ow-160 35• +W-141.2 +901-133.5 63' +9W-116 +90'-105.8 H-84.8 +1-73.4 +/-70.9 0-69.6 N-69A H-69 y 66-13/18' +9W-114.5 +8W-104.3 +/-SZ9 H-70.9 +1-65.1 4-6&4 +1-65.9 +/-652 +1-635 +1.62 9 66, +9W-114.1 +9W-103.6 +/-EZ4 +/-702 +1-67.3 +/-85B +1-65 +/-64.2 +/-62A 7V +91-1134 +8W-f03.2 +1. 79.9 +1-69.1 N-68.1 +1-642 +1-63.6 +/-62.4 74' +9W-112.3 +w-1D1.B +1-73.8 +/-67.2 M-64 1-61.8 N-811 78' +90/411.7 +9W-101.3 H-721 +/-66.{ N-63.1 M-606 84•, +9W-1W.8 +BW4mA +/-65.5 +/-Ses y-51.T FOR GLASS TYPES: 9) 7/8" IG: (3/16" An - 1/2" Air - 3/16" An) I SHORT LONG SIDE SIDE 1 I_ LONG 4 I SHORT SIDE 1) SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. '2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. Design Pressure (psry lbr Windows Attached to a Flame Assembly Tube mWind" l7mension.'A' urder23' 25-15116' 38' 48' _ 53.1/8' 58' 60' 83' >Anc hor_ Gmup _A bor_ Group _ -Anchor Gmtp- - AM1crCmp - AmhwGroup -Anchor Gmup ArchorGmlp - AnchorGmup' All - All A I B CAD A B I C 0 A B C D A B C D A B C D A B C 0 undo 23' r7d-9D +7d•90 +d•00 +7d.81.4 +7W41D +7d-762 +/51.1 +701-73.1 +70f-GD +/58.8 +/55.2 +/-66 +7 AO +14KLI +/50.5 +-W.5 + +-61 */-08.9 +58.5 .7d50 +158. +146.5 +/.85.7 +7d58, m 25-15r16' +7d-90 +7aPW +7W-90 +701•80 +71Y-90 +/.67.5 +7W50 +70150 +70150 +/51 +70/•90 *70f50 +7d410 +/55.9 - +701-0.6 +70f-90 +701-W +154 +70156.E +70190 +701A0 r/51.5 +7014M5 +7W-w +70/A0 'rd 3S +7d.8D +70/50 +701-91) +70(-90 +7dA0 W.Sm +70/50 +7111b0 +701-90 +/•55.5 +7014M +70150 +70150 +/51.8 +7d53 +70159.2 +7d59.2 +/50.1 +70/50.2 +TdS7.9 +701-07.9 +1.47.7 +70/-76.4 +70f-882 +701-1182 83° *7d-9D +7d•EO +7d53.4 +7d54.8 +701542 +1526 +7111-73A +701-73A +7d-73.4 +/58.5 +701-70.5 +70/-70.9 +701-70.9 +/51.8 N50.8 +/ .2 +1ffi.8 +150.1 "+.82:4 +/f4 +/59.4 +1-47.7 +/-W.4 +/51 +Iffi 68-13116' +70f50 +7d5D +701-78.7 +7dffi.9 +7d52.9 +159 +70f-709 +70/-70,9 +701-70.9 +/53.3 +/ffi,4 +/58.1 +/58.1 +/48.8 U-6D.9 +A86.4 +/-W.4 1 +/-072 +/58.8 -/-Mg +/55,9 - +/-45 H56 +/552 +/55.2 H 68• *7d5D r7dffi.4 +7dffi.4 +7dffi.4 +/-64.4 +Td-702 r7d-7g.2 +7d-70.2 +/5B2 +/55:3 +157.3 +/$7,3 +/53.3 y59.8 +/ ,5 +/56.5 +151.6 +/57,8 +/55 +/55 +149.1 +155.1 +1E42 +/54.2 Al +7d-90 +701-79.9 +70179.9 +701-799 +/-M6 +159.1 H59.1 +/59.1 +/56.5 +153A +/581 +1�.1 061.8 +/5B1 +/•84,2 +/-842 +/50.1 +/56.2 +1-63.8 +/•83.6 +ld7.7 +153.5 +/524 +/524 74' j+70/-90 +7d•9D +70173.9 +70173.9 +7d-73.9 +/-%2 +/58.4 V-672 +/572 +/53.5 +f50 +/54 +1-64 +149 +/55 +151.8 y51.8 +/-47.4 +/53.1 H•81.1 +/51.1 ' +7dA0 +701721 +70/ +7d-721 +/57.8 +/54.7 +/56,4 +/ A4 +/52.1 +/•58.4 +/53.1 *153.1 +/i7.7 +1535 +/.60,8 +FfiO.B 84"'+7d-90 +1-6&6 +/55.5 +/56.5 +/-57.4 H58.9 H58.9 +/S8.9 +151.8 T +/57.7 1 +/-57.7 +157.7 HUUKtt-UKVCKIIUAL!, AM�MT 1U 1P FRAME MAX. ASSEMBLY TUBE WINDOW DIMENSION ��WINDOW ADDITIONAL DIMENSION�'�- ANCHOR B' (4). IF REQ. SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE IE SEE SHEETS 1, 4 & 5 FOR WINDOW -ASSEMBLY SEE SHEETS 1, 4 & 5 WINDOW ANCHOR DIMENSION TUBE B. FOR WINDOW ANCHOR LOCATIONS AND LOCATIONS AND QUANTITIES. SEE SHEET T 10. �, QUANTITIES. SEE SHEET . 3FORANY ADDITIONAL 3 FOR ANYADDITIONAL T ANCHORS ANCHOR. REQUIRED ANCHORS REQUIRED FOR THE FRAME FOR THE FRAME ADDITIONAL ASSEMBLY TUBE: ASSEMBLYTUBE. WINDOW ANCHOR DIMENSION �-- (4), IF REQ. 'A' gccep mce 14n t - Ub 13 Er�irelfoe Drta T� By N4irffi11 ede C 0 Lu LL Q a Z O H Ur Z -3 Q o` 0 W p aLL O d ?i 0 O OD. h N �. - m r 3tin 0 `gGO o W xZ W w Z U coo co 0) o c7 ❑ ti Q ,O m0 `sy w q0 2 „w mXFL _ w $ xz R o U `IN ONY LYIVN!//���� �N *Q • No. 58705 s G �N ❑ Design Presswe (p.0 for Single VnWms, AllAnchor Gmups Shot Side under23' 1 25.1511E 29' 31-1/7 3r 4E so f!E 63• I BY--11T W.W23' +9N-150 251511E +W.150 +W-150 63• +BW-150 +9M-150 ♦8W-15D +901.150 +RW-150 .=-ISO +901-160 +801-150 +96-151) 67-VC +90f-150 .BM -ISO +901-150 +901AS0 +BV-16D +9W.150 +91-147 +9N-142.9 +BN-141.7 +00r-134.5 ai 72' +BW-150 4=450 +BM-150 +901-150 +BM•150 +901-150 +901-141.1 :W-136.1 +901-134.4 7E +9M-150 +900-150 +901-150 +901-150 +9M-150 +BW-15D +9(V-13&8 +9M-131.2 94' +9M-150 +90E-15D +901-150 +9D}150 +9W15D +W.13&4 +901-127.2 114' +901-150 +9W.150 +901-150 +901-150 +001-131.9 +911-80.6 139' +9I0.130 +801.150 +9W-150 +9M-150 +8M-124.7 145" +BM-1W +9W-150 +90I-1W +8M-149 FOR GLASS TYPES: 4) 3/16" T 6) 1/4" T 10) 7/8" IG: (3/16" T - 1/2" Air - 3/16" I SHORT LONG SIDET SIDE T 4„F LONG I SHORT I I SIDE SIDE 1) SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. Design Pressure (psf) for Windows Attached to a Frame Assembly Tube Window Dimension "A" B urlder23' 25-15116" 29' 31-1/2" 1 34" 40 54" 60" 83' Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group I Anchor Group Anchor Group All All All All I A I B jC&Dl A B C I D A B C D A I IS I C I D A I B I C I D under?8" +701- +7a-90 +7a-90 +70190 +7111-90 +70196.2 +701-90. +701-90 +701- 3.3 +70197.7 +70f-90 +1-07.7 +154.3 +195 + 01- +! 1 1 +/48.9 +/-%5 +701-90 +158.1 -146.5 +/55.7 +7a•88. 25-15116" +701-90 1 +701-90 +701-90 +701-90 +701-90 +70f•90 +711f +71Y-90- +7a-90 +7a90 +70'90 +70E-75.1 +701-90 +70(•90 ful-90 +157.5 +701-86.6 +701-90 +701-90 +154.3 +701$2.5 +701-90 +70190 5 63' +7a-90 +701-90 +701-90 +701-90 +70190 +70190 +7a-90 +701-90 +7a-90 +701-90 +70'-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +70IM +701.90 +7a-90 +7a-90 +7a•90 +701-90 67-112' +70f-90 +701-9D +701-90 +701-90 +70/90 +70190 +701•90 +70190 +701-90 +701-90 +71Y-90 +70190 - +70r-90 +701-90 +701-90 +7a.90 +701-90 +M90 +701-90 +70159 +701-00 +701-90 +701-90 5 72• +7a-90 +701-90 .701-90 +701.90 +70190 +701-90 +71)1-90 +701-90 +70190 +7a90 +70'•90 +701-90 +7W-90 +701-90 +70190 +70t•90 +70r-90 +70190 +7111-90 +701961 +70190 +70f-90 +70/-90 E i3 76' +701-90 +701.90 +7a90 +701-90 +701-90 +701.90 +70190 +7a9D +7013g +701.90 +7a-90 +7W-90 +701-90 +7a9D +7aA0 +7a-90 +701-90 +701m � e4• +7a-so +7a•so 301- 7o1-so +7a-90 +701-90 +701•90 +70190 +70190 +701-90 +70190 +7D'•90 +701-90 +7W-90 +70f-90 +largo 114• +701-90 +701-90 +701-90 +701-90 +7a-90 +7a-90 +701-91) +M-90 +7W-90 +701-90 +7a•90 134' +7W9p +7a-90 +70r90 +7a-90 1 +701•90 +701•90 +7a90 145' 1 +701.90 +701-90 +7a-90 1 +701-90 -IUIJKt rUK VCKI ILM- rKA ASJCM.LT I. 10" FRAME �MAK ASSEEMBLY TUB WINDOW DIMENSION "A" --�WINDOW ADDITIONAL DIMENSION� ANCHOR .9' (4). IF RED. SEE SHEET 4 FOR ADDITIONAL IE SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLYTUBE. FIGURE FOR HORIZONTAL FRAME ASSEMBLY i FRAME WINDOW ASSEMBLY DIMENSION TUBE I I 10• MAX. -� WINDOW DIMENSION "A• ADDITIONAL ANCHOR (4). IF REG. TUBE SEE SHEETS 1, 4It 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE PRODUCT REVIS® as cmaptyi9S w1thDla Fte� a�ren�erto 1 -06 E.cPiilaria+ Doe By 1Kinmi ade lrroducFCo� FA LL Ul cF Q a Z =Q U I--Cl) a I ❑ 0 =J a ❑ W ZLLI ¢ o� o ❑ ❑ ,� M S0 _O O m IL ❑ H (T -N z Cf) O W - 01; F-- N � g o a o Z Z � W W � LLJ CO Z U co O .O o0 a r m (A m fn _ ❑ Q a 0 O 12 3� „W x e" � o � � ❑ ELL �n n Oao O�m Sy� O ii $�g�• `o W� Z Ld d xz� s p K R z S3 w o g V 111111 1 u ` NK LYNN�i.,�. .: LICENSE ••. ��� �• ; No. 58705 STA orb A LYNN MILLER. P.E. SILICONE It1/4' NOM .ENE )ANT a V� —INT. GLASS KODISPACE 4SG TPS ALUMINUM HOT -MELT BUM&REEMENT POLYISO- DESICCANT FILL AREA STRUCTURAL BUTYLENE SILICONE SEAL5/16'NOM. FOAM 3/16"NOM.BUSILICONESEAL WfrT DESICROLL-FORMED DESICCANT FSTAINLESS STEEL EXT. GLASSGLASEXT. GLASS INT.GLASSS INT. GLASS SUPER DURASEALO XL EDGE m 0 SPACER0 NXT'm °SPACER 7a SPACER 1.124° AS REQUIRED PER TABLE 3, .125' SHEET4 .082" 993 .439—_ _ — NOM._ —� 1 356' 2.701" 2.784° 269' � � .095 � � I 050•_-062• _ _— 093• FRAME HEAD, INST. HOLE COVER ANCHOR PLATE ADDON FLANGE FRAME Alum. 1 SILL & JAMB O #7007, 6063-T6 O #7071, 6063 T6 70 #134, 6053-T6 71 ASSEMBLY TUBE Alum. #7005, 6063-T6 #7004, 6063-T6 Item Ow9. # Decdption Mat 1 7005 Main Frame Heed, S01 & Jambs 606ITB 2 7071 Anchor Plate 606376 3 7007 Installation Hole Cover 6063T6 Alum. 4 701D Frame Caner Key Steel 6 7078 Frame Gasket Vinyl Foam 10 7055 Fixed Frame Hole Plug PVC 32 1713 Seaing Block 5132" x 3116" x 1.1/4" EPOM 33 1714 Setting Block 5132' x 1-7/16° x 1-1/4° EPDM 34 703T Bead 6063T6 Alum. 35 71135 Bead 6083T6 Alum. 36 7042 Bead C 60IMT6 Alum. 37 7059 Bead D 6063.T6 Alum. 38 1224 Vinyl Bulb Wstp (thick) Flex PVC 70 39 1225 Vinyl Bulb Wslp (Thin) Flex PVC 70 50 Dow 899 Silicon Backbedding 70 134 Addort Flange 6083T8 Alum. 71 7004 Casement Frame Assy Tube 6N3.T6 Alum. 86 08X 1-1/2" Quad Ion SMS Stainless Steel Stainless Steel 90 912 x 1' Ph. Pn. TEK Stainless Steel Part Description Material 75 Kommeding4SGTPSSpacer System 76 Quanex Super Spacer nXr with Hot Malt Butyl See this Sheet (or 77 Quanex Durnseal Spacer Materials 78 Cardinal xi. Edge Spacer KEI-LRENGE TES 1 KEI'UKI S: h I L-8717, 8968 & tJ97U .050' �i--�I .815, .865• .865• .870" I ,050, .569" O34 BEAD A 35 BEAD 11 36 BEAD C 37 BEAD D #7037, 6063-T6 #7036, 6063-T6 O #7042, 6063-T6 O #7059, 6063-T6 1I I111111/// Revised ���'•�10ENSF�(�' JR �' •�� �` Revised * No.58705 PRODUCTREVISID es complying with Use FEorift Building Code E 'ratk+n Dffic /� ore: Revsion $ 05/25/17 NO CHANGES THIS SHEET. Ike ote: I Revision A _ — ® Description: Drown W., ? ' `C BOM AND EXTRUSIONS J ROSOWSKI '•F<ORIDP,.•' �2 107GY DRIVE N.VENICE,LFOL34275 ftie: Dote: �'/'S,70NAL ENG��` (941)�1600 FIXED CASEMENT WINDOW DETAILS - NI 08/08/12 71/111110 COPYRIGHTS 3017 PGTERVED 6, NC. rfGries ModeF. Scale; Sheet: Drawing No. Rev: ALL RIDI7 RESERVED TNT Sn A LYNN MILLER, P.E. CERT. OF AUTH.#29296 CA-640 NTS 10 OF 10 MD-CA640E-NI C PA 0 68M Florida Building Code Online Page 1 of 3 a M a SCANNED BY M tr r ° St Lucie County BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts ( Publications Contact Us BCIS Site Map Links Search FI rich Product Approval USER: Public User 6%m i0t" !n l I`� Product Aooroval Menu > > Application Detail FL # ! FL253-1118 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 Address/Phone/Email Authorized Signature Technical. Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By I Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved a] PGT Industries 1070 Technology Drive North Venice, FL 34275 (941) 486-0100 Ext 22318 druark@pgtindustries.com ]ens Rosowski jrosowski@pgtindustries.com ]ens Rosowski 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext21140 jrosowski@pgtindustries.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard TAS 201, 202, 203 Method 1 Option A 12/18/2017 12/20/2b17 12/25/2017 Year 1994 a 0py https://www.floridabuilding.org/pr/pr—app_dtl. aspx?param=wGEVXQwtDgvweIwRFXRv... 8/21 /2018 Florida Building Code Online Page 2 of 3 Summary of Products r- 1 FL # Model, Numberlor Name Description 253.1 FD - 101 (Impact) WinGuard Outswing Aluminum French Door with or without Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL253 R18 C CAC 17050401.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 10/18/2022 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL253 R18 II 17050401.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: 253.2 FD - 101 (Nan -Impact) Outswing Aluminum French Door with or without Sidelites Limits of Use I Certification Agency Certificate Approved for use in HVHZ: Yes FL253 R18 C CAC 17050402.odf Approved for use outside HVHZ: Yes i Quality Assurance Contract Expiration Date Impact Resistant: No 08/02/2022 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL253 R18 II 17050402.pdf (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: 253.3 FD - 650 (Non -Impact) Outswing Aluminum French Door with or without Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL253 R18 C CAC 17050403.odf 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 FL253 R18 II 17050403.pdf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacingi information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 253.4 FFD-50 (Impact) WinGuard Outswing Aluminum French Door with or without Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL253 R18 C CAC 17050404.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/24/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL253 R18 II 17050404.pdf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacingi information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 253.5 FD-5455 (Non -Impact) Outswing Vinyl French Door with or without Sidelites and Tra nsom Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL253 R18 C CAC 17050406.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/23/2019 Design Pressure: N/A Installation Instructions Other: FL253 R18 II 17050406.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 253.6 FD-5555 (Impact) WinGuard Outswing Vinyl French Door with or without Sidelites and Transom Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL253 R18 C CAC 17050405 pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 01/23/2019 Design Pressure: N/A Installation Instructions Other: FL253 R18 II 17050405.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: https ://www. floridabuilding. org/prlpr_app_dt,l. aspx?param=wGEVXQwtDgvweIwRFXRv... 8/21 /2018 MIAMI--DADS COUNTY, FLORIDA PRODUCT CONTROL SECTION XVHC RESOURCES (RER) 11805 SW 26 Street, Room 208 ON T (786) 315-2590 F (786) 31 2599 OA) www.miamidade.toy/economv PGT Industries, Inc. 1 1070 Technology Drive, Nokomis, 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 "FD-750" Outs APPROVAL DOCUMENT: Drawing 1, sheets 1 through 12 of 12, dated 12/23/0, signed and sealed by Anthony Lynn Millei Revision stamp with the Notice of Accel Product Control Section. MISSILE IMPACT RATING: Large a LABELING: Each unit shall bear a per. model/ series, and following statement: "N noted herein. RENEWAL of this NOA shall be consid( no change in the applicable building code r TERMINATION of this NOA will occur in the materials, use, and/ or manufacture ( of any product, for sales, advertising or an to comply with any section of this NOA shy Aluminum French Door w/ Sidelites — L.M.I. i. 8000-11, titled "Alum. French Door & Side Lites, Impact", with revision "G" dated 04/10/17, prepared by manufacturer, P. E., bearing the Miami —Dade County Product Control Section ance number and Expiration date by the Miami —Dade County Small Missile Impact Resistant Iabel with the manufacturer's name or logo, city, state, ade County Product Control Approved", unless otherwise :d after a renewal application has been filed and there has. been ;atively affecting the performance of this product. [ter the expiration date or if there has been a revision or change the product or process. Misuse of this NOA as an endorsement other purposes shall automatically terminate this NOA. Failure be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followedby 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 No. 16-0629.16 and consists of this page i and evidence pages E-1, E-2, E-3 and E--4, as well as approval document mentiongd above. The submitted documentation was reviewed by Jorge M. Plasencia, P. E. NOA No. 17-0504.04 Expiration Date: Febiruary 24, 2020 Approval Date: December 07, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 09-1028.10) 2. Drawing No. 8000-11, titled "Alum. French Door & Side Lites, Impact", sheets 1 through 12 of 12, dated 12/23/04, with revision "G" dated 04/10/17, prepared by manufacturer, signed and! sealed by Anthony Lynn Miller, P. E. B. TESTS ' I. Reference Test report on l)-Uniform Static Air Pressure Test, 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 Aluminum Sliding Glass Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega; P.E. (Submitted under previous NOA No. 16 0629.16) 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 along with marked -up drawings and installation diagram of an aluminum sliding glass door using a low sill threshold, glazed with 7/16" laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F'I'L-5941, dated 05/20/09, signed and sealed by Julio E. Gonzalez, P. E. (Submitted under previous NOA No. 09-1028.10) 3. 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic, Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3-9.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTI,4921, dated 07/17/06, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) Jorge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 17-0504.04 Expiration Date: February 24, 2020 Approval Date: December 07, 2017 E-1 PGT Industries. Inc. B. TESTS (coN iNuED) 4. 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 4) Force Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings, and installation diagram of an aluminum doors of OXXX configuration, 're, ared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4527, dated 02/10/05, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NDA No. 05-0419.03) 5. 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) WaterlResistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4528, dated 02/14/05, FTL-4315, dated 09/13/04, both signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up d lawings and installation diagram of an aluminum doors of XXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL--4529, dated 02/14/05, FTL-4530, dated 02/14/05, FTL-4311, dated 09/01/04, all signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) 7. 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 an aluminum outswing French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4312, dated 09/13/04, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014) and FBC 6th Edition (2017), prepared by manufacturer, dated 11/22/17, signed and sealed by A. Lynn Miller, P. E. 2. Glazing complies with A TM E1300-04/ 09 rge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 17-0504.04 Expiration Date: February 24, 2020 Approval Date: December 07, 2017 E-2 PGT Industries, Inc. E. F. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). I MATERIAL CERTIFICATIONS 1. Notice of Acceptance Nio. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (AIA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 3. Notice of Acceptance Nof 17-0712.04 issued to Eastman Chemical Company (AIA) for their "Saflex HP Clear or Color Glass Interlayers" dated 09/07/17, expiring on 04/14/18. STATEMENTS I. Statement letter of conformance with FBC 51 Edition (2014) and FBC 6th Edition (2017), issued by manufacturer, dated 08/16/17, signed and sealed by A. Lynn Miller, P. E. 2. Statement letter of no financial interest, issued by manufacturer, dated 04/28/17, signed and sealed by A. Lynn Miller, P. E. 3. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL- 8970 and FTL-8968. (Submitted under previous NOA No.16-0629.16) 4. Test proposal No.16-0152 dated 03/09/16 approved by RER. 5. Laboratory compliance letter for Test Report No. FTL-5941, issued by Fenestration Testing Laboratory, Inc., dated 05/20/09, signed and sealed by Julio E. Gonzalez, P. E. (Submitted under previous NOA No. 09-1028.10) 6. Proposal No. 08-1891 issued by Product Control, dated 01/26/09, signed by Ishaq Chanda, P. E. (Submitted under previous NOA No. 09-1028.10) 7. Laboratory compliance letter for Test Reports No.'s FTL-4921, dated 07/17/06, FTL-4527, dated 02/10/05, FTL-4528, dated 02/14/05, FTL4315, dated 09/13/04, FTL-4529, dated 02/14/05, FTL-4530, dated 02/14/05, FTL-4311, dated 09/01/04 and FTL4312, dated 09/13/04, all issued by Fenestration Testing Laboratory, Inc., all signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previoui NOA No. 05-0419.03) � G Jorge M. Plasencia, P. E. Product Control Unit Supervisor NOA No.17-0504.04 Expiration Date: February 24, 2020 Approval Date: December 07, 2017 E-3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I G. OTHERS 1. Notice of Acceptance Noy. 16-0629.16, issued to PGT Industries for their Series "FD- 750" Outswing Aluminum French Door w/Sidelites — L.M.I., approved on 07/28/16 and expiring on 02/24/20! I orge M. Plasencia, P. E. Prod ict Control Unit Supervisor NOA No. 17-0504.04 Expiration Date: February 24, 2020 Approval Date: December 07, 2017 E-4 SERIES 750 OUTSWING, IMPACT RESISTANT FRENCH DOOR AND SIDE LITE 1. GLAZING OPTIONS: A. 7/16' LAMI CONSISTING OF (1) LITE OF 3/16-ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS WITH AN .090' PVB INTERLAYER B. 7/16" LAMI CONSISTING OF (2) LITES OF 3N6' HEAT STRENGTHENED GLASS WITH AN .090' PVB INTERLAYER C. 7/16" LAMI CONSISTING OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS WITH AN .075' INTERLAYER. D. 7116" LAMI CONSISTING OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS WITH AN .075" INTERLAYER. E. 7/8' LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 1 /4- AIR SPACE AND (1) 7/16' LAMI GLASS ASSEMBLY INSIDE (3/16-A,.090- PVS, 3/16- HS). F. 7/8" LAMI I.G. CONSISTING OF (1) LITE OF3116"TEMPERED GLASS OUTSIDE,1/4' AIRSPACE AND (1) 7116" LAM[ GLASS ASSEMBLY INSIDE (3/16- HS,.090" PVB, 3/16- HS). G. 7/8' LAMI I.G. CONSISTING OF (1) LITE OF 3/16- TEMPERED GLASS OUTSIDE,1/4' AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3/16" A,.D75- INTERLAYER, 3/18' HS). H. 7/8' LAMI I.G. CONSISTING OF (1) LITE OF 3/16- TEMPERED GLASS OUTSIDE, 114' AIR SPACE AND (1) 7/18- LAMI GLASS ASSEMBLY INSIDE (3/16" HS,.075- INTERLAYER, 3/16" HS). 2- DESIGN PRESSURES: TABLE 1, SHEET 3. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM El300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. DESIGN PRESSURE RATING IMPACT RATING SEE TABLE 1 ON SHEET 3 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE Anchor Anchor Type Frame Subslrale Min. Edge Pdm tor Emal Group Member Dl�nce Metal Thickness Thickness ; 2 S SMS Alt Southern Pure G = 0.55) 9/16- 131-a" A (Gr. 5) All 6063-T6 Aiuminvin 3w 1/8" 1/4" Elco All Cone fete (min. 2.85 ai) c 13/4' B UltraCons Jamb Hollow Block (ASTM CLOD) T 1-1,'4' 1/4" 410 SS Elco All I Concrete (mfn. 3.35 i) 13/4' 13/4' C C2teFlex® Jemb HolowBlock (ASTM C80) I—w- 1-1/4" AtSouthern Pine (SG = 0.55) 1" t3i'8" 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL- 2) ALL ANCHOR HEAD TYiSES ARE APPLICABLE. 3) MIN. OF 3 THREADS BEYOND METAL SUBSTRATE. 3. CONFIGURATIONS: X. O XX, X0. OX. X_,)OC )O(D, O)CX OXO� X)22XXXO, OJCX OR OXXO WHERE 0 REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE LITE. ANY TWO ADJACENT X UNITS CAN BE EITHER TWO SING_LE,_X DOORS OR A DOUBLE, XX.DOOR' BOTH USING EITHER THE STANDARD OR THE LOW-RISE SILL. THE FRENCH DOOR ASSEMBLY BEAM IS USED TO ASSEMBLE X XXX AND-0 UNITS TO MAKE THE ABOVE CONFIGURATIONS. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 10 THRU 12. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM SEAM -SEALED ON THE INTERIOR AND EXTERIOR WITH CONTRACTOR'S SEALANT. 7. REFERENCES: TEST REPORTS: FTL-4311, FTL-4312, FTL-4315, FTL-4527, FTL-4528, FTL-4529, FTL-4530, FTL-4921 AND FTL-5941. ANSI/AF&PA NDS FOR WOOD CONSTRUCTION ADM ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OFTHE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). GENERAL NOTES ............ 1 CONFIGURATIONS_.......... I GLAZING DETAILS ........... 2 DESIGN PRESSURES...... 3 ELEVATIONS .................... 4 VERT. SECTIONS ............. 5 HORIZ. SECTIONS ........... 6 PARTS LIST ...................... 7 EXTRUSIONS ................... 8-9 ANCHORAGE ....................10-12 Material Min. Fy Steel Screw 92 Its] Elco UttraCorl® 155 ksi #22ksl 410 SS Eleo CreteFlex® 127.4 ksi 6083-T6 Aluminum 16 ksl Ile TECHfVl.OQYU4NE M VEN=FL JIWE M41)4B41We G0Tr.OFAUlN.1Q. = CODES/STANDARDS USED: :2017 FLORIDA BUILDING CODE "C),BTH EDITION 2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION -ASTM E1300.09 SANSVAF&PA NDS-2016 FOR WOOD CONSTRUCTION - - -ALUMINUM DESIGN MANUAL, ADM-2016 �AISI S100-12 *RISC 36Q10 'PVB" = .090' TROSIFOL® PVB BY KURARAY AMERICA, INC. OR SAFLEX/KEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL CO.; VANCEVA BY EASTMAN CHEMICAL CO. _GENERAL NOTES AND DRAWING MAP ALUM. FRENCH DOOR & SIDE LITES, IMPACT FDW �1 a 12 8000.11 C PRODUCT REVISED as complylny with the Florida auildlnI Code NOA-No. 17-0504.04 Expiration Data 0 4/2020 By mia—dadoyrSduct Control LYIYv,. �'C. ' �tGENSg'•.4 No. W705 C? %"7,,70NA Lt�`'�`• II litt A. LYNN MILLER, P.E. FL P.E.# 58705 7/16" NOM. - 3/16" ANNEALED OR HEAT STRENGTHENED GLASS - .090"PVB INTERLAYER - 3/16" HEAT STRENGTHENED GLASS 91 OR 92 W GLASS BITE 7/16" NOM. - 3/16" ANNEALED OR HEAT STRENGTHENED GLASS -.075'VANCEVAINTERLAYER - 3/16" HEAT STRENGTHENED GLASS 93 OR 94 BM"GLASS BITE EXTERIOR INTERIOR EXTERIOR INTERIOR GLAZING DETAIL SETTING BLOCK GLAZING DETAIL SETTING BLOCK 7/16" LAMI GLASS W/ PVB INTERLAYER 7116" LAMI GLASS W/ VANCEVA INTERLAYER --- ---- - - ---- - - - - 7/8" NOM. - -- 7/6° NOM. 3/16° TEMPERED GLASS 3/16" TEMPERED GLASS AIRSPACE AIR SPACE 3/16" ANNEALED OR HEAT 3/16' ANNEALED OR HEAT STRENGTHENED GLASS STRENGTHENED GLASS .090" PVB INTERLAYER .075 VANCEVA INTERLAYER 3/16" HEAT STRENGTHENED GLASS 3116" HEAT STRENGTHENED GLASS n 95 OR 96 97 OR 98 5/8"GLASS BITE EXTERIOR INTERIOR GLAZING DETAIL SETTING BLOCK 7/8" LAMI I.G. GLASS W/ PVB INTERLAYER 'PVB'=.090"TROSIFOO PVB 13YKURARAYAMERICA, INC.OR.090' r SAFLEXIKEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL CO.; I' VANCEVA BY EASTMAN CHEMICAL CO. 5/8" GLASS BITE EXTERIOR I I N I INTERIOR GLAZING DETAIL SETTING BLOCK 7/8" LAMI I.G. GLASS W/ VANCEVA INTERLAYER K VEW GLAZING DETAILS 1841 Jf8p1tG0 iffiL OFAIlRL/Q4�8 ALUM. FRENCH DOOR & SIDE mvra�vnoaM 1IRT. —I;--ar..e orc 1Or"1Or „M FD- FU 2 - 12 8000.11 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0504.04 Expiration Date 02/24/2020 By Miam a roduet Control NY LYN/y��''% No. 55705 nQ a I t l � 41w A LYNN MILLER, P.E. FL P.E.t/ 58705 Table 1. Maximum Design Pressures (Dsfl Configuration Width On) Allowed Glass Types Height On) 79 314" (61) 83 3/4" (70) 87 3w, 91 314" 96 3/4" (80) French X 37" (30) A,E I +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -60.0 +70.0 -80.0 C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 Door XX 71 3/4" (0 A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 Full Jamb 3611.116" A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 3011/16/, C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 Sidelite - Narrow 3311/16, - - - - C,G - ----- +100.0 400.0 +100.0 -- -- -100.0 +100.0 --- -100.0 - -- +100.0_ -- _41DO.0- -+97.4- _-97.4_- _ Jamb A, B, E, F +70.0 -80.0 +70.0 -80.0 +70.0 -0.0 +70.0 -80.0 C,G +001.3611/16" 0 400.0 +99.9 -99.9 +95.3 -95.3 +87.9 -87.9 100.0-10.0 +100.0 -100.0 +100.0 -100.0 +100.0D,H -100.0 1 +100.0 -100.0 I able I a. Glass Type and Test Report Number A - 7/16" LAMI (3116"A,.090 PVB, 3116"HS) FTL-4311, 4312, 4315 B - 7/16" LAMI (3/16"HS,.090 PVB, 3/16"HS) UPGRADE FTL-4311, 4312, 4315 C - 7/16" LAMI (3/16"A,.075 VANCEVA, 3/16"HS) FTL-4527, 4528, 4529, 4530 D - 7/16" LAMI (3/16"HS,.075 VANCEVA, 3/16"HS) UPGRADE FTL-4527, 4528, 4529, 4530 E - 7/8" LAMI I.G. (3116"17, 1/4" AIR SPACE, 3116"A,.090 PVB, 3/16"1-18) FTL-4311, 4312. 4315 F - 7/8" LAMI I.G. (31167 1/4" AR SPACE, 3/15"HS,.090 PVB, 3/16"HS) UPGRADE FTL-4311, 4312, 4315 G - 718" LAMI I.G. (3/18"T, 1/4" AIR SPACE, 3/16"A,.075 VANCEVA, 3/16"HS) FTL-4527, 4528, 4529, 4530 H - 7/8" LAMI I.G. (3/16"T, 1/4" AIR SPACE, 3116"HS,.075 VANCEVA, 3/16"HS) UPGRADE FTL-4527, 4528, 4529, 4530 N VEMMxslvs DESIGNPRESSURES /wr/+aa.rwo a Carr. oF,umcaa�me[j�� ALUM. FRENCH DOOR A SIDE LITES, I �Ro�� e t � MM JVTS 312 B000.11 OVERHANG LENGTH OVERHANG HEIGHT o0 NOTES: 1. IF USING THE OPTIONAL LOW-RISE SILL (PART 10, SHEET 8 OF 12). THE OVERHANG LENGTH MUST BE GREATER THAN OR EQUAL TO THE OVERHANG HEIGHT (SEE DIAGRAM). IF NOT, THE MAXIMUM POSITIVE (+) DESIGN PRESSURE IS LIMITED TO +50.0 PSF FOR ALL STYLES AND SIZES OF THE DOOR AND ANY ADJOINING SIDELITES. (REF. FTL-5941) 2. FOR COMBINED UNITS, THE LOWEST DESIGN PRESSURE OF THE SIDELITE AND THE DOOR GOVERNS THE OVERALL_ -_ ASSEMBLY DESIGN PRESSURE_ PRODUCT REVISED as complying with the Florida Building Godo MCA -No. 17-0504.04 Explration Date 02/24/2020 \\ll,i,1111" Ly _ OGENyF ••, 4� No. 58705 �O t of 70NAL ,,,,, "111111111\ A. LYNN MILLER P.E. FL P.E.# 58705 I- 7313/18'MAX.WIDTH —1 95 3/4" MAX HEIGHT ALL 791/8" MAX. DLO ALL i-+ 110 518' MAX. WIDTH OX OR XO OXO 37' - -- MAX: WIDTH - - - - - - - - - 25 71 3/4' MAX WIDTH DLO ALLMAX X I lfjr X xx NOTES: 1. CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSION. 2. FOR ANCHOR SPACING AND DETAILS SEE SHEETS 10 THROUGH 12. 3. FOR VERTICAL SECTIONS SEE SHEET 5 AND FOR HORIZONTAL SECTIONS SEE SHEET 6. f0701E'CFHymooYOA(VE N VF7dI X F131275 r t/�ao.-w= lotI.— I "T"' I — -- .-- j COMOFUM102V21 146 3/8• MAX WIDTH , OXXO (SHOWING EACH VERSION SIDELITE) MAX. WIDTH 3611116" --- - - - MAX. WIDTH 25' MAX DLO �Tl MAY AY III i n O (FULL JAMB) EXAMPLE ALUM. FRI FDM O (NARROW JAMB) 4 d 12 1 8000-11 PRODUCT REVISED as complying with the Florida oullding Code NOA-No. 17-0504.04 E.ptration oat.02/2412020 By MmIn d raduct Control No. 58705 •� 0. OF '4oNA,/I. i � t`�,. A. LYNN MILLER, P.E. FL P.E.# 58705 VERTICAL SECTION A NARROW AND FULL JAMB SIDE LITE HEAD MAX. DLO EXTERIOR VERTICAL SECTION B OUTSWING HEAD 4OR7 ORIGINAL VERSION TOP RAIL 21 55 ALTERNATE VERSION TOP RAIL - MAX DLO J INTERIOR EXTERIOR MAX. HEIGHT ORIGINAL VERSION BOTTOM RAIL 22 56 ALTERNATE VERSION BOTTOM RAIL PRODUCT REVISED as complying with the Florida Building Code NOA-No. 77-0504.04 Ezpiratlon Datc 12412020 By Mlarn"a;WWoftet Control 23 OR 24 :�a��•'' {CENT . VERTICAL SECTION C VERTICAL SECTION D NARROW AND FULL OUTSWING SILL Q *- JAMB SIDE LITE SILL =0, , srl 0 10MTECl1 AXCGYDRNE' a�tce �i�Ct`s •'•FCORIDP.. G� ;�� m yeaca F1Sim VERTICAL SEC77ONS NAL E?.`% JWd)rsdaam — J 1 rl 1 N t�� �� " R�s�sut ExrRusrav CERECFAMAMMHUT ALUM. FRENCH DOOR & SIDE LITES, IMPACT oe.,n,: am astrd o.� � �e Is— ,2 a.� A. LYNN MILLER, P.E. FJC f2aM LT. 46W ,� �� FD750 1/2 5 d 12 8000.11 G FL P.E_# SB7p5 I OXXO HORIZONTAL SECTION SHOWING (1) OF EACH SIDE LITE TYPE --11 DETAIL G STILES AT ASTRAGAL SEE NOTE `-/ DETAIL H NARROW JAMB SIDE LITE (AT HINGE JAMB) SEE NOTE DETAIL K ►MB TO HINGE SHOWN ABOV IwpYaaram CERr.OFAurtL�e DETAIL F I L PRODUCT REVISED FULL JAMB SIDE LITE v as c ny Codawith the Fiodda (AT HINGE JAMB) EXTERIOR NOA-No. 17-0504.04 Expiration Date 02/24/2020 ey 1 106 Mfam ado adu Control 6 7 7 2a LYNN 70 ' �ceNsfi�lC�,%; vP DETAIL E DETAIL I N^.58705 =_ JAMB, FULL JAMB JAMB, NARROW SIDE LITE JAMB SIDE LITE ;p0:� I I I? tom; . ,� . . ��i � ••.;cCORIDP.•'•��� HORIZONTAL SECTION DETAILS 'SS'01VAl.5�aG.�� TALUM. FRENCH DOOR $ SIDE L/TES, IMPACT Fww 72 — 6 1 72 'w 800041 — O A LYNN MILLER P.E. FL P.E958705 � r " .I L111750 T1CYDiCC3 rm1L DWG9 DISCRIPDDN 1'= PRABIEN PARTS I 8006 FRAME-BFAD&HNGSIAMB UOD6 2 80MC OUr-SWMSLLL 680D3A 3 9004C OUTSWINGSBLODM 68004C 4 800E DRIPC&P 6800E 5 5BL&7AMBWEATlUASI'HIP U8333718SW 6 8007 SCREW COVER. 6=7 7 8009 DWAIL19ATE 680W 8 PRAMEA5SEhMYSC4hW#9X1'PH 781PQA 9 1 SM IASTEAGkLENDSEAL 48032 10 1 WM 0Ur4WMSML 48058 DWRPANEL 1 SOL&1AMISWEATHER.S11R8 139333711M 20 R12 SME 6SO12 21 8014 T0PRARM3XADfDRDDDESM 6W14 22 8013 BUr10MR4fff[WtEADMRQl3DESRM 68013 23 9017 TOP SWEEP 68017 24 9016 BOITOMSWFFP 68016 25 SWEMP GIXIIVPHILPH 76 9015 ASTRAGAI,A[TNE&INitL7TV6 69OLS 27 802119 GEARIENGF 7AMBS3711 6602111 28 MM CPARNNGROOM 680MA 9 801E CFARMNGELB&CKATHATE 68018 3D 902 DODRSIDB 6ID19A -31-- -8035 (FAR BBAAINO- _ _ __ _ — 68045 32 GEARHINMSErSCREWN&M.1/4• 33 CEARIENORMIG SCREW 912.3141 TRDSSHD, 34 GEARRMEbrM SCREW d12xl lW?RIS.SHD. 35 THREADPDRODSfI&IEX3V 617RODA 36 FLANCEDBINNUMI&IR 7990NUTA 37 8039 IRLISSCLUIP 6CIMI 38 [mai S/S6EkR.1A=MBCFMN 119 39 E30 LDCXBL= 49M 40 IATYHASSYSCRL1WS88Xr SSPHELTRHD 70=AX 41 807 S/SM=B0LTRQD 42 8W SrANDARDR=HBCE,TS W/SSWD A 43 3011 Sf100171IMTGUIDE 48M1 44 SIDDTBOLTc=E&S730mSCR6W&nX3WSSPHML7RAD 7CMPFIX 45 SM FdaU-STRDCEPIATEATASIRACAL L1TV'EE@C® W51ID4381 46 S03H. L1Fr-S'1R=F1A7EATAS7ICADAI. ACIIV KN= W511044S1 47 S3IlaMPLA7ESCffiWS832X3WSSPA]ILTRM 787D�FIX 48 STMKEP1A7E3®1ESMW644X3J7FH 7612FFIX 49 80M SDMPIATEATHPAD&SEL 50 READ STRIKESCREWS SS 8X 112PIELPH 78SMAK 51 OTMMP1A7ESCAENs SSBX12PEMLUNDEU ITFH 78X12PF10DC 52 89H AClMTlWd SEr ASEBANI/ 53 1M2 PASSNETRIMSEr SERAND 54 8044 SrAMISS97ffi.PASSIVELOCK IR 55 9014A TOPRAIL(LAGBOLTDEWN 9014A 56 8013A E07TOM RAIL YAGBOLTDMW 68013A 57 viw.21rr IADBOLTs 7s36IEOidx PRODUCT REVISED as complying with the Florida Bullding Code NOA-No. 17-0504.04 Expiration Date 02124/2020 By Mlam -D� Product Control 97 7W L 091.0 B' r. 1/4• SPACP, 3R6' AM-075 VANIEY 3/IC ��•,� 98 — 7/8' IAMILa a r ]14• SPA 3/16"fi9.oJ5 VAIx6VA,3'16' .��ONY LY'IN 105 8022 BACXBEAD 6807t :� •t VICENSp'• 106 R=A SLEUKEHAD GXafiA = Q •,� i IC7 SMA 7111?M4D (SI073A ,k NO. 587W 108 RM" 7/r IGBE4D 68M4A = ICO 1224 %DMBLZJRW9rPMl1C2Q 6M7 ,�o� �CGATE DT07EO0W10OYDRNE a v>wca:axm °1O PARTS UST r• � (CN)480•t6DD ,��3 /�N'A' L'� GMT..OFAIHH WO[Fff. ALUM. FRENCH DOOR & SIDE UTES, IMPACT Ornlr MYNAm ae.aus — — ts.mu. Rw A. LYNN MILLER P.E. ^°r�Lp1dm"� AI rwwnHa1Ya) IV= NA 7 d 12 80GD1f G FLP.E.�,58705 062 1.000 3.636 #8006 6063-T6 O FRAME, HEAD, JAMB AND SIDELITE SILL }�- 3.018 .050 O7 #8009 6063-T6 INSTALL PLATE .082 2.236 .050 .583 I I 1.353 - T i- 3.636 -� { O#8003C 6063-T6 #8004C 6063-T5 OUT -SWING SILL G) OS SILL COVER 1.278 .os2 --� 1.376 .583 3.636 8#8058A 6063-T6 10 OUT -SWING LOW SILL 4.027 11.703-3 .050 T O#8008 6063-T6 DRIP CAP .074 T 2.000 T �8 I�- 3.990 =1 20 #8012 6063-T6 STILE 075 1.938 .100 1.938 j 1 F-1.46 7 8.250 #8013 6063-T6 #8014 6063-T5 22 BOTTOM RAIL 21 TOP RAIL 1.938 .100 C� 8.250 #8013A 6063-T6 56 BOTTOM RAIL, LAG BOLT DESIGN .075 T 1.938 1 1.46' �-- -- 4.434 �{ #8014A 6063-T5 55 TOP RAIL, LAG BOLT DESIGN 1.160 I.31 040 III I L O6 #8007 6063-T6 SCREW COVER 1.940 .05 23 O #8017 6063-T5 TOP SWEEP 050 .797 T- C 2.240 #8016 6063-T5 24 BOTTOM SWEEP .076 ,.170 2.544 26 #8015 6063-T6 ASTRAGAL M YEN= trims EXTRUSION PROFILES carr of tunt,�e ALUM. FRENCH DOOR & SIDE LITES, A "Mmmm I HUT1/2 8 s 12 8000.11 PRODUCT REVISED as complying with the Florida Buliding Code Non -No. 17-0504.04 Expiration Date O 24/2020 By Mlaml- ade oduet Control ``ttt11111111 r YNNrrr ,, y� � Na 66705 S ATE ��•(4�� A. LYNN MILLER P.E. FL P.E.# 68705 I 142 ' .742 � �t 075 301 075 2.260 072 1.763 +2 .353 27 #8021 B 6063-T6 28 #8020A 6063-T6 29 #8018 6063-T5 30 #8019A 6063-T6 GEAR HINGE, JAMB GEAR HINGE, COVER HINGE, BACK-UP GEAR HINGE, DOOR 125 3.251 . �122--] - 1.000 .438 1.000 1.635 .100 .125 .050 .325 4 .-- 3.636 --y� #8033B 6105-T5 61 SL HEAD TRIM O SUBSIILL, OPTIONAL 70 #8010 6063-T6 37 #8039 6063 6 80 FD ASS'Y BEAM NARROW SL JAMB TRUSS CLAMP .oas ( � 1.16 9 I•-•— .442 .985 .750 .045 7 r— 2.313 - -+{ .965 045 818 r+ - �.E1174 050 - - — - - -- #8022 6063-T5 #8026A 6063-T5 #8023A 6063-T5 #8024A 6063-T5 06 BACKBEAD 10 SL BACKBEAD 62 10 7116" BEAD 108 I.G. BEAD SL#8029 JAMB TRIM PRODUCT REVISED ALUMINUM — complying with the Florida SILICONE HOT -Ai ELT BUM&R13N,FEMENT POLYISO- DESICCANT FILL AREA NOA-NB Code STRUCTURAL BUTYLENE NOA-No. 17.0504.04 STRUCTURAL SILICONE SEAL 5H8'NOM•Expiration Date 24/202D POLYISOBUTYLENE 114'NOM. FOAM 91ie' NOtd. BUSILICONE SEAL WITH DESICCANT WITH DESICROLL-FORMED Z.DESICCANT STAINLESS STEEL Mlaml-DadEKr. GLASS EXT. GLASS EXT.GLASEXT. GLASSINT.GLASS INT. GLASSSS INT. GLASS ,00 KODISPACE ,o, SUPER 11n DURASEAL® ,�1 XL EDGEr"1 4SG TPS (BSPACER®NXTm SPACER SPACER Part# Description Material 100 Kommedirg 4SG TPS Spacer System 101 Quanex Super Spacer nXT with Hot Melt Butyl Sea this Sheet for 102 Quanex Dumseai Spacer Materials 103 Cardinal XL Edge Spacer `tllllllll/ll, QNY LYNAI,k * ; NM 58705 'g K EXTRUSION PROFILES '�.,-�t�SS+/p •• �a`��.` tart o> ,tvrrl ALUM. FRENCH DOOR & SIDE LnES, IMPACT c�rmoRomn ea..me mre 'ft A. LYNN MILLER, P.E. ,m,,,� �"` FDIw 1tl 9 r 12 8000-11 G FL P.E.# 58705 A t �B•[— JS• J6• �6• ISv �• Of 3• 3' N. HEAD &SILL TIP. ANCHOR 11' - 1'HEAD &SILL 7YP. ANCHOR 11" CLUSTER CLUSTER 10.571, (TYPICAL) MAX. SEE NOTE 4 (TIPICAL) SEE NOTE 5 10.671" O.C. � MAX O.C. JAMB JAMB 1 JAMB ANCHORS JAMB 18.500• ANCHORS —1 ANCHORS 18.500" ANCHORS HT. QTY. MAX. O.C. HT. CITY. HT. QTY. 95 314' -(5) 95 3/4' - (8) 95 3/4' - (5) 913/4- - (5) 91 3/4' MAX O.C. EQ. EQ. HT. QTY. 95 31W - (8) - (8) 913/4' - (5) 87 3/4' - (5) � 87 3/4' - {8) 87 3/4' - (5) (2) (3) SP. TYP. SP. TYR 913/4- - (8) r 87 3/4- - (8) 83 3/4- - (6) 83 3/4' - (7) 83 319 - (6) 79 3/4' - (5) 79 3/4' - m 79 3/4' - 83 3/4' - M 11• 11• (5) • 79 3/4- - (7) 11' �11 TsEE AIL C (CONCRETE) DETAIL A (CONCRETE) DETAIL B (WOOD/ALUM.)[_SEENOTE NOTE 5 DETAIL D (WOOD/ALUM.) (SINGLE PANEL) (SINGLE PANEL)OR MORE PANELS) �Ip REGARDING (2 OR MORE PANELS) ANCHOR TYPES: ANCHOR TYPES:ANCHOR TYPES: of CIRCLED ANCHOR TYPES: B OR C C OR A B OR C ANCHOR C OR A __.4REGARDING ---- - - LOCATIONS ANCHORAGE SPACING REQUIREMENTS: ABLITYOFCIRCLED ANCHOR LOCATIONS 1. DETAILS A AND B ABOVE REPRESENT ANCHORING OF SINGLE X DOORS, OR INDIVIDUAL SIDE LITE O PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS C AND D ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE XX DOORS, SINGLE X DOORS, NARROW JAMB OR FULL JAMB SIDE LITE PANELS, FOR MULTIPLE -PANEL P PRODUCT REVISED INSTALLATIONS OF TWO OR MORE PANELS. UNLESS OTHERWISE STATED, DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS. complying with the Florida 2. ANCHOR TYPES: ANCHOR TYPES: SEE TABLE A, SHEET 1 FOR ANCHOR TYPES, SUBSTRATES AND LIMITATIONS. Bullding Code NOA-Ha. 17-0504.04 3. SINGLE PANEL CONFIGURATIONS: (DETAIL A, CONCRETE SUBSTRATE. DETAIL B. WOOD/ALUM. SUBSTRATE) Explmtlon Date 02/24/2020 HEAD AND BILL 5* MAX. FROM FRAME CORNERS. By MiamF-Dad roduct Control JAMBS ................... _11' MAX FROM FRAME CORNERS, 18.500' MAX O.C. CONCRETE SUBSTRATE (DETAIL A) AND 10.571- MAX. O.C. WOOD SUBSTRATE (DETAIL B). 4. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL C, CONCRETE SUBSTRATE) HEAD AND SILL.' 6' MAX FROM FRAME CORNERS IF PANEL WIDTH IS 15' OR GREATER AND AT 3", WAND 9" MAX ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 6). JAMBS: 11" MAX FROM FRAME CORNERS AND 18.500" MAX O.0 5. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL D. WOOD/ALUM. SUBSTRATE) �ttY HEAD AND SILL 6• MAX FROM FRAME CORNERS AND AT 3', B-, 9' AND 12' MAX. ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS OF 8). LYNNrrI''�. `�� �pN .... •.. uCEyc' (CLUSTER CIRCLED ANCHOR OUTSIDE CLUSTER REQUIRED IF PANEL WIDTH IS OVER 27-3W. ; ' JAMBS: 11' MAX. FROM FRAME CORNERS AND 10.571" MAX O.0 ND.58709 t. •�..Q-AAIT12E tom TECHNOLDOYDPoVE °ivy°a M &Cr� FL sms ANCHORAGE SPACING 'i (:`••'•.F(OR1DP. •�\`� INI)48o-tmo Tart JR mangy a REVISEDNOTES,aUSTMQU4NT Y.. �WALIMOW ALUM. FRENCH DOOR& SIDE LRES, IMPACT It, r rr 11111 t�\\ o0rnearromrr ® exdc+e F.- >'?r4 LT. marrenTr �"� e� are o.roa. a•v FDrsn 1/4 10 a t2 e00a11 O A. LYNN MILLER, P.E. FL P.E.ff 58705 TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, EMBEDMENT AND EDGE EMBEDMENT AND EDGE EMBEDMENT AND EDGE EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1. SEE TABLE A, SHEET 1. OPTIONAL SEE TABLE A, SHEET 1. SEE TABLE A, SHEET 1. OPTIONAL v4• 1/a• MAX GROUT, 84 1/4° MAX. 14' MAX 84 MAX SEE GROUT GROUT SHIM NOTE 3 SEE SEE NOTE 3 NOTE 3 METAL SUBSTRATE ` •' .: ::. '=.' : 'j.. T2X WOOD -T2X WOOD NCRETEtCMU ,.,:.PERANCHOR-MENT PER ANCHOR;= BUCKSTRIP OR EMBEDMENT BUCKSTRIP OR EMBEDMENT REQUIREMENT REQUIREMENT :: _'.,. FRAMING, SEE FRAMING, SEE EDGE DISTANCE OTE 1 THIS SHEET NOTE 1, THIS SHEET 1/8' MIN. EMBEDMENT (METAL THICKNESS) EDGE DISTANCE! f" EDGE DISTANCE ---4 N- EDGE DISTANCE r+ TYPICAL SIDE LITE SILL TYPICAL SIDE LITE SILL TYPICAL SIDE LITE SILL TYPICAL SIDE LITE SILL (DIRECT TO METAL) (DIRECT TO CONCRETE) (DIRECT TO WOOD) (DIRECT TO WOOD) aEXTERIOR INTERIOR (ALL HEAD & SILL SECTIONS) EMBEDMENT 1X WOOD EDGE DISTANCE 2X WOOD BUCKSTRIP OR FRAMING, BUCKSTRIP, SEE SEE NOTE 1, THIS SHEET 1/8' MIN. EMBEDMENT (METAL THICKNESS) EDGE DISTANCE NOTE 1, THIS <CONCRETE(CMU:;.:. '• -' EDGE DISTANCE SHEET. PER ANCHOR ::.: . CONCRETE/CMU' '%:;.: "' REQUIRE REMENTM _•'.r`. EDGE DISTANCE - - f+ METALSUBSTRATE - - PER ANCHOR-'=s' - MAX ' i ' '. MAX 4' ` "'`'I _ Q 1/4' ANCHOR REQUIREMENT REQUIREMENT . SHIM :r., EMBEDMENT SHIM 1 `i: 1 MAX SHIM EMBEDMENT —� [MAX SHIM TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, TYP. ANCHORTYPE, TYP. ANCHOR TYPE, EMBEDMENT AND EDGE EMBEDMENT AND EDGE EMBEDMENT AND EDGE EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1. SEE TABLE A, SHEET 1. SEE TABLE A, SHEET 1. SEE TABLE A, SHEET 1. TYPICAL DOOR & SIDE LITE HEAD TYPICAL DOOR & SIDE LITE HEAD TYPICAL DOOR & SIDE LITE HEAD TYPICAL DOOR & SIDE LITE HEAD (DIRECT TO METAL) (DIRECT TO CONCRETE) (THRU 1X INTO CONCRETE) (DIRECT TO WOOD) NOTES: 1. WOOD BUCKS DEPICTED AS 1XARE LESS THAN 1-10 THICK 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2xARE 1-1/2• THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AW)_ 2. FOR ATTACHMENT TO ALUM: THE MAT'L SHALL BE A MIN. STRENGTH OF 6063-T5 AND A MIN. OF 118' THICK THE ALUM. STRUCTURAL MEMBER SHALL BE OF A SIZE TO `t J t 111 I11 i /j Jrrri,� PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS ON THIS SHEET FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 SMS 0t1K LYN& WITH FULL ENGAGEMENT INTO THE ALUM. IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN ON SHEET 2 AND ANCHORAGE SPACING FOR WOOD SHOWN ��` ON SHEET 10 MAY BE USED. 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) : * ; 'No. 6SMS MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. �1 PRODUCT REVISED 10M7FCHV WGYDW4E as co as complying with the Florida °t i'H'a'� ANCHORAGE DETAILS or, ng Cade NOA-tla. •17-oso4.o43 (BNJI941600 cmr.OFAUDL nerve ALUM. FRENCH DOOR & SIDE UTES, IMPACT �r Euplratlon oats 2124/2020 75-75O 114 1 11 • 12 8000-11 By 4' 1ipi�� .JR D4/1d17 G o.., ClM/FfIDDElA28,AOD®6ETALSU8S7FlA7F F.K 12/23ID4 n= gale LT. �I8�05 A. LYNN MILLER, P.E. FLP,E,#r$8T05 Miami -Dad roductControl TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, EMBEDMENTANDEDGE EMBEDMENTAND OPTIONAL EMBEDMENT AND EDGE EMBEDMENTAND C DISTANCE PER SUBSTRATE, EDGE DISTANCE PER DISTANCE PER SUBSTRATE, EDGE DISTANCE PER SEE TABLE A, SHEET 1. SUBSTRATE, SEE SEE TABLE A. SHEET 1. SUBSTRATE, SEE EXTERIOR a EXTERIOR TABLE A, SHEET 1. TABLE A, SHEET 1. 2 2 C] EXTERIOR a EXTERIOR 1/4- 10 1/4" MAX. OR 10 i 1/4" MAX. 2 - 10 1/4" MAX 2 10 SHIM GROUT, SEE NOTE 3. SHEET 11 SEE NOTE ,_ SHEET 11 GROUT, SEE NO 3, SHEET 11 METAL SUBSTRATE ''; •i ;f ' `:;-CONCRETE/CMU :.o. WOO WO PERANCHOR EMBEDMENT ';;`�•:_,.,.-• BUCKSTRIP OR BUCKSTRIP REQUIREMENT = ':" PERANCHOR EMBEDMENT FRAMING, SEE EMBEDMENT FRAMING, S EDGE DISTANCE' REQUIREMENT NOTE 1, SHEET 11. NOTE 1. SHEET 1/8° MIN, EMBEDMENT (METAL THICKNESS) TYPICAL DOOR SILL TYPICAL DOOR SILL TYPICAL DOOR SILL OPTIONAL DOOR SILL (DIRECT TO METAL) (DIRECT TO CONCRETE) (DIRECT TO WOOD) (DIRECT TO WOOD) TYP. ANCHOR TYPE, INTERIOR TYP. ANCHOR TYPE, INTERIOR_ EMBEDMENT AND EDGE_ _ -EMBEDMENT-AND EDGE- - - - -- -- - DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1. SEE TABLE A. SHEET 1. i--- EMBEDMENT EMBEDMENT EDGE EDGE _ EDGE DISTANCE DIST7ANC�E "' DISTANCE � TYP. ANCHOR TYPE, EMBEDMENT AND EDGE---- - _ _ -INTERIOR _ _ _ TYP. ANCHOR TYPE. - DISTANCE PER SUBSTRATE, EMBEDMENT AND EDGE 7 DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1. ABLE A' SHEET 1. -+i- EMBEDMENT EMBEDMENT 1/4" MAX SHIM ca-I EDGE I DISTANCE09EET METAL , } i.F: i; a.-:':: ZYJ O CONCRETE/CMU = BUCKSTRIP OR SUBSTRATE CONCRETE/CMU } •. u::. PER PERANCHOR .;Y .;'t' PERANCHOR FRAMING, SEE ANCHOR REQUIREMENT REQUIREMENT NOTE 1, SHEET 11. aJ.� : ' 'Y•� a: REQUIREMENT ::,'::..: _I I 1/4" MAX SHIM 1/4' MAX SHIM 1X WOOD 1W MAX. SHIM t' BUCKSTRIP, SEE TYPICAL DOOR & SIDE LITE JAMB NOTE 1, SHEET 11. (DIRECT TOW D TYPICAL DOOR & SIDE LITE JAMB TYPICAL DOOR & SIDE LITE JAMB TYPICAL DOOR & SIDE LITE JAMB (DIRECT TO METAL) (DIRECT TOCONCRETE) U 1X INTO CO CREME ` ���' Y LYNN .� N,..., No.511705 PRODUCT REVISED 70n� ANCHORAGEDETAILS as Build Plying with the Florida n� �.Q�-,• TE OF . • �(/ Building Code IWIJIBO•f&V NOA-No. 17.0504.04 ct7T. OFAU L ALUM. FRENCH DOOR& SIDE LITES, IMPACT 'Ii�S•`0OR9Dt• G�2` E-Plration Date 02124/2020 y,co � P�GT " °"` °i'ou' i,1/S17 NA1.1ti���� ,vta�+maaoag FD-750 ii4 12 d 12 8000-11 By ars a®,ar o� eF cac A. LYNN MILLER, P.E. Mla Dad roduc Control JR 04/NUf7 Q CIARIR-DETA/LB,ADDEDMETALSUB57RA'M FK 1?e3W LT. I 4aW FLP.E.#58705 Florida Building Code Online Page 1 of 3 m ,Ail BCIS Home i Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications I Contact Us �' BCIS Site Map Links Search 'Ronda cqbls ProductApproval�'USER: Public User Product Approval Menu > Product or Applicatfon Search > Application List > Application DataH FL # I FL242-1123 Application Type I 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 I ❑ 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 I I Technical Representative i Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext21140 jrcsowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory I Horizontal Slider Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By I Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year TAS 201, 202, 203 1994 I I Equivalence of Product Standards Certified By Product Approval Method I Method 1 Option A Date Submitted 04/30/2018 Date Validated 06/01/2018 Date Pending FBC Approval • Date Approved 06/06/2018 File Cop; https://www.floridabuilding.org/pr/prapp_dtl.aspx?param=wGEVXQwtDquUsDrhuM3D... 8/21 /2018 _ Florida Building Code Online *- Page 2 of 3 Summa of Products FL # Model, Number 'or Name Description 242.1 HR - 210 (Non -Impact) Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R23 C CAC 17-0411.05.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/05/2022 Design Pressure: N/A • Installation Instructions Other: Please see the Miami -Dade County Notice of FL242 R23 II 17-0411.05.odf Acceptance (NOA) for product performance! information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.2 HR - 610 (Non -Impact) WinGuard Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R23 C CAC 17-0411.07.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2021 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County !Notice of FL242 R23 II 17-0411.07.odf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.3 HR - 710 (Impact)' WinGuard Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R23 C CAC 17-0411.06.gdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/21/2021 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL242 R23 II 17-0411.06.pdf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.4 HR - 810 (Large Missile Impact) Multi -Story Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R23 C CAC 17-0411.03 LM.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 11/01/2022 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL242 R23 II 17-0411.03 LM_pdf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.5 HR - 810 (Small Missile Impact) Multi -Story Aluminum Horizontal Roller Window Limits of Use ! Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R23 C CAC 17-0411.04 SM.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 11/01/2022 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL242 R23 II 17-0411.04 SM.Pdf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.6 HR-5410 (Non -Impact) Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R23 C CAC 17-0411.09.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/24/2020 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL242 R23 II 17-0411.09.1)df Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and, spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.7 HR-5510 (Impact) Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes I FL242 R23 C CAC 17-0411 08 idf https ://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDquUsDrhuM3 D... 8/21 /2018 , Florida Building Code Online Page 3 of 3 Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see the Miami -Dade County!Notice of Acceptance (NOA) for product performance' information, anchorage details, and anchor type, size, and spacing information. Quality Assurance Contract Expiration Date 09/24/2020 Installation Instructions FL242 R23 II 17-0411.08.Ddf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 242.8 SGD - 770 Window (Impact) Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R23 C CAC 17-0420.17 Window.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/12/2020 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL242 R23 II 17-0420.17 Window.odf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.9 __Fs_ Window (Non -Impact) Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R23 C CAC 18-0207.06 Window.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/22/2019 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL242 R23 II 18-0207.06 Window.ndf Acceptance (NOA) for product performance Information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.10 SGD-5570 Window, (Impact) Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R23 C CAC 17-0420.16 Window.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 08/04/2021 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL242 R23 II 17-0420.16 Window.odf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. i Evaluation Reports Created by Independent Third Party: Back K.tj Contact Us :; 7601 Blair Stone Road. 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 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 whkh can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click It=. Product Approval Accepts: Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquUsDrhuM3D... 8/21 /2018 1ps w M_> coaty DEPARTMENT OF REGULATORY AND ECONOM BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOi PGT Industries, Inc. 1070 Technology Drive, North Venice, Fl. 34275 SCOPE: This NOA is being issued under the applicable rule documentation submitted has been reviewed and a( be used in Miami. Dade County and other areas wh This NOA shall not be valid after the expiration da (In Miami Dade County) and/or the A14J (in area product or material tested for quality assurance pu manner, the manufacturer will incur the expense c suspend the use of such product or material wii acceptance, if it is determined by Miami -Dade Col meet the requirements of the applicable building cc This product is approved as described herein, and h including the High Velocity Hurricane Zone. DESCRIPTION: Series "SGD 5570-Window" and 1350corners and w/wo Pockets-L.M.I. APPROVAL DOCUMENT: Drawing No. MD-5 through 21 of 21, prepared by manufacturer, dated i Anthony L. Miller, P.E., bearing the Miami -Dade C Acceptance number and revision date by the Miami MISSILE IMPACT RATING: Large and Smal Limitations: 1. See table 1(sheet 7D and table 2 (sheet 8) of tJ design pressures, reinforcements types, glass 2. See glass options in sheet 10. Product can be shown, such that "HS" surface of laminated ; 3. Rigid White PVC, Tan (Non -white) Rigid PN PVC manufactured by Vision Extrusion, Ltd 4. Pocket walls under separate approval, to be i LABELING: Each unit shall bear a permanent lab( following statement: "Miami -Dade County Product RENEWAL of this NOA shall be considered after change in the applicable building code negatively a# TERMINATION of this NOA will occur after the materials, use, and/or manufacture of the product or for sales, advertising or any other purposes shall aut section of this NOA shall be cause for termination a ADVERTISEMENT: The NOA number preceded expiration date may be displayed in advertising lite done in its entirety. INSPECTION: A copy of this entire NOA shall be shall be available for inspection at the job site at the This NOA revises # 16-0505.01 consists of this pag( mentioned above. The submitted documentation was reviewed by Isha NIIAMI DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 (RER) Miami, Florida 33175-2474 T (786) 315-2590 F(786)315.2599 www.m1amidade.p_ov/economy egulations governing the use of construction materials. The by Miami -Dade County RER -Product Control Section to wed by the Authority Having Jurisdiction (AHJ). d below. The Miami -Dade County Product Control Section than Miami Dade County) reserve the right to have this If this product or material fails to perform in the accepted testing and the AHJ may immediately revoke, modify, or :ir jurisdiction. RER reserves the right to revoke this oduct Control Section that this product or material fails to L designed to comply with the Florida Building Code, Horizontal Sliding Glass Window (Reinforced) w/ wo 900 W.0 Rev A, titled "Vinyl SIiding Glass Window", sheets 1 4/16 and last revised on 04/18/17, signed and sealed by ty Product Control Revision stamp with the Notice of de County Product Control Section. Missile Impact Resistant is approved drawing set for applicable Window unit sizes, types, sill riser (Table Bl & B2) and anchors requirements. :xterior or Interior glazed. Interior glazed to be rotated 1800 Iass adhered to glazing leg. C and Brown coated (Painted or laminated) white Rigid to be labeled per referenced NOA's requirements. eviewed by Building official. l with the manufacturer's name or logo, city, state and series and I ontrol Approved", noted herein. i renewal application has been filed and there has been no 'ecting the performance of this product. :xpiration date or if there has been a revision or change in the .)rocess. Misuse of this NOA as an endorsement of any product, imatically terminate this NOA. Failure to comply with any .d removal of NOA. by the words Miami -Dade County, Florida, and followed by the ature. If any portion of the NOA is displayed, then it shall be rovided to the user by the manufacturer or its distributors and ;quest of the Building Official. 1 and evidence pages E-1 & E-2, as well as approval document L Chanda, P.E NOA No. 17-0420.16 Expiration Date: August 04, 2021 Approval Date: August 31, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files see below). 2. Drawing No. MM-5570W.0 Rev A, titled "Vinyl Sliding Glass Window", sheets 1 through 21 of 21, prepared by manufacturer, dated 04/14/16 and Iast revised on 04/18/17, signed and sealed by Anthony L. Miller, P.E. Note: This revision consist of adding FBC 2017 (6u' Edition) and identifying PVC extruder notes. B. TESTS (Submitted under files # 16-0505.01 /#15-1210.01) 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 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass doors, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8546 dated 11/06/15 and revised on 01/04/16 & 02/11/16, FTL 8547 dated 12/04/15 and revised on 02/15/16, Test Report No. FTL 8548, dated 12/04/15 & revised on 01/04/16 & 02/'Il1/16, FTL 8549 dated 11/06/15 and revised on 12/04/15 and 02/11/16, FTL 8552 dated 12/04/15 and 02/15/2016, all signed and sealed by Idalmis Ortega, P. E. 2. 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 203-94 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). (Submitted under file # 15-0409.02/#13-1125.05) 3. REF Test report on 1) Uniform Static Air Pressure Test, 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 Aluminum Sliding Glass Doors (w/ TPS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, RE 4. Additional REF 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. Ishaq 1. Chanda, P.E. Product Control Examiner NOA No. 17-0420.16 Expiration Date: August 04, 2021 E"1 Approval Date: August 31, 2017 I PGT Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (Submitted under' files # 16-0505.01) 1. Statement letter of compliance to !FBC 20.17 (6th Edition) dated 08/02/17, prepared by PGT, .signed and sealed by Anthony L. Miller, P.E. 2. Anchor verification calculations and structural analysis, complying with FBC-2014 (51h edition), prepared by PGT, dated 05/02/161 signed and sealed by Anthony L. Miller, P.E. 3. Glazing complies with ASTME-1300-02, -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. 16-0920.08 issued to Vision Extrusion Ltd for their "VE 1000 Tan 202 & light shaded (Non -White) Rigid PVC", expiring on 12/29/21. 3. Notice of Acceptance No.14-0826.12 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 ASTMS-84, ASTMD1929 and ASTMD-635, issued by EXOVA to Vision Extrusion for cellulosic composite material. 5. Notice of Acceptance No. 14-0916.11 issued to Kuraray America., Inc. for the "Sentry Glass (Clear and White) Interlayer", expiring on 07/04/18. 6. Notice of Acceptance No. 16-1117:01 issued to Kuraray America, Inc. for the "Trosifol ultra clear, clear & color PVB glass interlayer (former Kuraray Butacite PVB Interlayer)", expiring on 07/08/19. F. STATEMENTS 1. Statement letter of compliance to FBC 2017 (66 Edition) dated 08/02/18, prepared by PGT, signed and sealed by Anthony L. Miller, P.E. 2. Statement letters of compliance to FBC 2014 (51h Edition) and "No financial interest", dated 05/02/16, prepared by PGT, signed I& sealed by Lynn Miller, P.E. (Submitted under files # 16- 0505.01) 3. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises # 16-0505.01, expiring 04/04/21. 2. Test proposals #16-0152 dated 03/09/16 approved by RER, test proposal dated April 17, 2015 approved by Jaime D. Gascon, P.E. and # 10-0767, dated 08/25/10 approved by BCCO. UxA Lsh q L Chanda, P.E. Product Control Examiner NOA No. 17-0420.16 Expiration Date: August 04, 2021 Approval Date: August 31, 2017 E-2 SERIES 5570 IMPACT RESISTANT SLIDING GLASS WINDOW INCLUDING POCKETS & 900/1350 CORNERS GENERAL NOTES: 1) GLAZING TYPE OPTIONS: SEE GLAZING DETAILS ON SHEET 10. 2) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM El300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PER ASTM El300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 3) ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC). 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. 5) INSTALLATION SCREWS & FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES (NOA'S): ELCO ULTRACON, CRETEFLEX & AGGREGATOR ANCHOR NOA'S, ENERGI FENESTRATION SOLUTIONS USA, INC. OR VISION EXTRUSION, LTD. WHITE RIGID PVC NOA, VE 1000 TAN 202 AND LIGHTER SHADES (NON -WHITE) RIGID PVC NOA AND BROWN COATED (PAINTED OR LAMINATED) WHITE RIGID PVC NOA REFERENCES (TEST REPORTS): FTL-6337, 6338, 8646-8649, 8652 & 8717; EXOVA-10-002-792(A) & 10-006-10231; CAMBRIDGE 535753-09; 7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). THE RIGID WHITE, BROWN & TAN PVC MANUFACTURED BY ENERGI FENESTRATION SOLUTIONS USA, INC. OR VISION EXTRUSION, LTD. HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS, (COMPONENT REQUIREMENTS). 8) WINDOW SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC, AS APPLICABLE. -9) DRAWINGS DEPICT-EXTERIOR,GLAZING, HOWEVER -INTERIOR -GLAZING MAY BE SUBSTITUTED.- - 10) THE 5570 SERIES SLIDING GLASS WINDOW MAY ALSO BE KNOWN AS THE 570/2770 SERIES. ANCHOR NOTES: 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. 3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2" THICK. PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE ' STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL. 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, MAX. 1/4" THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. INSTRUCTIONS: 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING, THE ANCHOR REQUIREMENTS FOR THE SLIDING GLASS WINDOWS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2, DEPENDING ON THE GLASS/REINFORCEMENT. 2) LOCATE THE SLIDING GLASS WINDOW SIZE ON THE TABLE, USING THE FRAME HEIGHT AND THE NOMINAL PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED, ROUND UP TO THE NEXT GREATER LISTED WIDTH AND/OR HEIGHT. 3) CHOOSE WHICH ANCHOR GROUP (A-D) IS MOST APPLICABLE. ANCHORS ARE DEFINED IN TABLE A, THIS SHEET, ALONG WITH THE CORRESPONDING SUBSTRATE, MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE. 4) FROM THE DESIGN PRESSURE TABLES (TABLES 1 OR 2), VERIFYTHAT THE OPENING'S REQUIRED DESIGN PRESSURE IS MET OR EXCEEDED. USE THE ANCHOR QUANTITIES SHOWN. 5) INSTALL AS PER THE GUIDELINES OF THIS SHEETSET. 6) ADDITIONALLY, SEE THE EXAMPLE ON SHEET 9. TAR[ P A - emu Anchor Subs!-!. Frame Member Min, Edge Oidance Min. Embedment A 012, Steal SMS (GS) or 410 S.S. SMS (min. 11 thras&lin) Fr=90 kei, Fe-110 W P.T. Southern Ptne (SG"0.55) Haad/SlWJamb WIG, 1d18- F-t=k 9H8• 1-IB' Aluminum, 6063.75' (0.125' min. thicknese) HeaNSIIVJamb 3re' 1/8- P-hook 319' 1/8" Steel, A36- (0.060' min. thickness) Head/SBVJamb P-book 3/8• 31W 0.060' 0.080' Steel Stud, A653 Gr. 33' (0.071' min. thickness) HmdfSaVJamb 3/8" 0.071' (14 Ga.) P-hook 3/8' 0.071' (14 Ga.) 114' Elco Ult—on Fr= 155 ksl, F.- 177 ksl P.T. Southern Piro (SG-0.55) Jamb 1' 1d18- P4=k 1' Idle' 114' Eko 410 S.S. CmteFlex F,-127.4 ksi, F.- 189.7 ksi P.T. Southern Pine (SG-0.55) Head/SOVJanb 1' 1d18' P-hook 1' idle' B #12, steel wed screw (GS) P.T. Southern Pine (SG-0.55) Head1SIIVJamb 9/16' 1-3I8- Rhook Brig, 1.Y8' 1/4' Elea Uitmcon We-Fr- 165 kel, Fu= 177 ksi Concrete (min. Z05 ksi) P-hook 1• 1d/8' HeadlS[IVJamb 1d/16' 1— Ungmuted CMU, (ASTM C-90) Jamb 1• 1-1/4• P-hook 1' 1414• C 1/4' Elea 110 S.S. CmteFlax F,- 127.4 ksi, Fu=189.7 ksi UnWouted CMU, (ASTM C-90) Jamb 1d/4' 1-1/4' P4=k I V4' 1-1/4- Concrete mim 3.35 ka), hteedlSllVJamb 1d119' 1d/4' P4eok 1' 1d/4' 1/4' Eke I" S.S. Aggro-Golor Fr=57 keh, Fu-96 ksi Concrete (nin. 222 ks0 [leedlSIIVJamb 1-1/2' 1d10' P4,c k 1-1/7 Idle' (ASTM C-80) Un9routed CMU,pH­VSRVJarrb 2' 1-1/4' 2' 1-1/40 P.T. Southern Pine Mb. _ 1.(SG=0.55) 1•1-3/8, IM El- Uibacon ks1, F, 177 ksi Concrete (Mn2.85 ks0 amb 2-1/7 1-w 2-1/7 Idle'Fr=155 Ungmmd CMU,2-1/7 (ASik4 CAOt 1-1/4' 2-1/7 1-i/4• 1/4' Eico410S.S. CreteFlax Fr=127.4 kW, F� 789.7 ksi C. —to (min 3.35 k) arrb 2-1/7 1-W4' 2-1/7 1 N. Ungrwted CMU, (ASTM C-90) Jamb 2-1/7 1-1/4' P4eok 2-1/2' 1-114• CODES / STANDARDS USED: o2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION 02014 FLORIDA BUILDING CODE (FBC), 5TH EDITION 'ASTM E1300-09 .ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION OALUMINUM DESIGN MANUAL, ADM-2015 oAlSI S100-12 oAISC 360-10 j�T- COPYRIGHT 02017 PGTINDUSTMES. FL 34275 GENERAL NOTES.............1 EXAMPLE CONFIGS.......... 2 INSTALL DETAILS..............3-6 DP/ANCHOR TABLES ........ 7-8 EXAMPLE ...........................9 GLAZING DETAILS ............ 10 ANCHOR LOCATIONS ...... .11-16 PANEL TYPES...................17 EXTRUSIONS .....................18 ACCESSORIES ..................19 SCREEN DETAILS.............20 MIN. OF'3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. FOR STEEL STUDS, MIN. FU=45 KSI & MIN. FY=33 KSI. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. IMPACT RATING RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE DESIGN PRESSURE RATING SEE TABLES 1, 2 & B1, B2 ON SHEETS 7 $ B VINYL SLIDING GLASS WINDOW NOA (LM) lal 04/14/1( GENERAL NOTES 1h-1 J ROSOWSKI Ifl UPDATED TO FBC 2017, VINYL MFG. I-EM1041051171 NTS III 1 OF 21 lo11 MD-5570W.0 FROBUCf REVISE& ai ftwPb'IB7 w" The ngd& b ndi_ft Cade Acttp't.exo No �7-QLj7o • r `tkllllllll// `ON LYiVAfj, � .� •V%CEN4•/ i� * No. 58705 moo:. y,�� t�.�•� A. LYNN MILLER P.E. P.EA 58705 MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1 & 2 MAX. UNIT 7� i � / I HEIGHT PER TABLES 1 & 2 1w L �) y J 1-PANEL < CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1 & 2 MAX. UNIT `/ HEIGHT PER TABLES 1 & 2 2-PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH E ^r- PER TABLES1 & 2& 2 I' MAX. UNIT I HEIGHT ' 12 PER TABLES 1 & 2 wcrur 1fd J / / / 3-PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH NOM. PAN PER TABLES 1 & 2 ° PER TAE 1 ITS LB-1 3 I� MAX. UNIT HEIGHT MA)I HE -PERTABLESI &2- - - ---- - -/--- - -1 — PERTAE aac J 5-PANEL CONFIGURATIONS NOM. PANEL WIDTH _ PER TABLES 1 & 2 13 °a MAX.. UNIT T �� HEIGHT PER to TABLES 1 & 2 °L WIDTH LES 1 & 2 MAX. UNI I WIU I H UNIT GHT- LES-1 &-2 6-PANEL CONFIGURATIONS MAX. UNIT WIDTH r 1 3 to a a to POfI(ET J 4-PANEL CONFIGURATIONS F MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1 & 2 r � MAX. UNIT d HEIGHT PER �12 - - TABLES 1-&, roa9EE I i L— u- J CORNER, TYP. L OUTSIDE CORNEA SHOWN. INSOE CORNEA MAA. UNI I VVIU IN MAX. UNIT WIDTH NOM. PANEL WIDTH NOM. PANEL WIDTH PER TABLES 1 & 2 ` PER TABLES 1 & 2 ° 7j� -1 7I -I I a MAX. UNIT 3 3 3 9 3 S Iq Ipi I s MAX. UNIT 3 3 3 3 3 a I 10 HEIGHT PER TABLES 1 & 2 3 3 a a 1� HEIGHT a a a a a i o m oBucrREy I p PER TABLES 1 & 2 / / / / / / / / x +o*Ah »itY de Fl9eiN 7-PANEL CONFIGURATIONS 8-PANEL CONFIGURATIONS � ��� � DETAIL Al THRU 1X WOOD INTO MASONRY CONCRETE/CMU PER ANCHOR REQUIREMENTS I�— TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE,SEE TABLE A, SHEET 1 & NOTE 3, BELOW EMBEDMENT DETAIL B1 ASTRAGAL FACING EXT. 1 /4" MAX. %MAX21grO.C. 4DAYLIGHT10 INTERIOR�r WID—OPENHjjj���[[[[ WIDTH EDGE /' d DISTANCE�'r `' e ^ PX OR 2X WOOD UCKSTRIP, SEE ANCHOR / NOTE 3,SHEET 1 PLATE AT / EVERY -- ANCHOR LOCATION \ 2X WOOD BUCKSTRIP OR FRAMING, SEE ANCHOR NOTE 3, SHEET 1 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER_ SUBSTRATE,SEE TABLE A, SHEET 1 & NOTE 3, BELOW EDGE DETAIL A2 INTO 2X WOOD 1/4" MAX. EMBEDMENT TOTE 6, SHEET FRAME WIDTH REQUIRED IF WINDOW HEIGHT IS OVER 96' SEE NOTE 6, METAL TYP., SEE ANCHOR DETAIL.C1 DETAIL D1 NOTE 4, SHEET 1; MIN. OF 3 THDS BEYOND INTERLOCK INTO METAL �METALSUBSTRATETHE SEE NOTE B, THIS SHEET 1/4" MAX. EDGE DISTANCE EDGE DISTANCE NOTE THIS �� U THIS SHEET4#8 EMBEDMENT —►I'_'SEE 8, SHEET 29 HORIZONTAL SECTION (XXX SHOWN)- X3/4"SMS REINFORCEMENT SCREW; 7 STILE, LOCATED AT CENTERLINE AND 6", -�'-- - - -9" &-02" FROM ENDS (FACTORY -INSTALLED). — — _ _ TYP, ANCHOR TYPE,LPER __ EMBEDMENT AND EDGE DISTANCE PER DETAIL C2 INTERLOCK DETAIL D2 INTO MASONRY ` DETAIL B2 ASTRAGAL � SUBSTRATE, SEE TABLE A. SHEET 1 & NOTE 3, BELOW DAYLIGHT REQUIRED IF WINDOW 21 HEIGHT IS OVER96' EMBEDMENT �� FACWG INT. — -- — OPENING e1 1/4"MAX. —� 4 WIDTH o EDGE INTERIOR Ca, 1 T DISTANCE I I SEE NOTE 6, THIS SHEET 28 27 25 o 93 23 8 TYP. ANCHOR TYPE, I I D EMBEDMENTAND P q 31 �] o a P EDGE DISTANCE I I PERSUBSTRATE, SEE TABLE A, SHEET I Ml Q d 1 & NOTE 3, BELOW ��mimul� I RIOR EXTE TI L PANEL WIDTH CONCRETEICMU PER ASTRAGAL MAY BE HORIZONTAL SECTION (XO SHOWN) ANCHOR REQUIREMENT INSTALLED IN EITHER FIXED PANEL CLIP & INTERIOR OR NOTES ANCHORS, SEE EXTERIOR DIRECTION. 1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. REINFORCEMENT TYPES (SEE NOTE 6,THIS SHE DETAIL SHEET 19 ALL PARTS IDENTICAL. 2) REFER TO ANCHOR NOTES, SHEET 1. 3) SEE SHEET 13 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR QUANTITIES, SEE TABLES 1 & 2. FOR ALL LOCKST1LEs, ASTRAGALS FD(ED O STILES AND 0 VINYL SLIDING GLASS WINDOW NOA (LM) M 04/14/16 4) CONTINUOUS ANCHOR PLATE, ITEM #8, IS REQUIRED AT ALL HORIZONTAL RAILS INSTALLATION, HORIZONTAL X-SECT. 1&' J ROSOWSKI FRAME ANCHOR LOCATIONS. 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD -ON. FOR 6) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. ALL INTERLOCKS O O corrR GHr®zo1T PcrlNDusrwEs INC.NO ALL RIGHTS RESERVED CHANGES THIS SHEET. d� o 04/05/17 REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF ONLY 1070 TECHNOLOGY DR THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS. N. VENICE, FL 34275 7) SEE SHEET 20 FOR SCREEN DETAILS. STANDARD HD ((9410ERT.0)-480-1660000 WINDOW SGD-5570 NTS 3 OF 21 z" MD-5570W.0 $ A PROOUCrREvr" Acceptance Now O y Eaplcae6. Nte— & Yze pmv Irodaet unaw LICENSE••,( * : No. 58705 —_ moo''. STA OF O E '',s;1 TNAL T 1 N `.�. A. LYNN MILLER P.E. P.E' 66705 DETAIL Ell TYP. ANCHOR TYPE, EMBEDMENT INTO MASONRY AND EDGE DISTANCE PER 1X BUCKSTRIP SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, THIS SHEET CONCRETE/CMU EDGE PER ANCHOR DISTANCE REQUIREMENT q• EMBED - DETAIL E2 INTO WOOD 2X WOOD BUCKSTRIP OR TYP ANCHOR TYPE, EMBEDMENT FRAMING, SEE ANCHOR AND EDGE DISTANCE PER NOTE 3, SHEET 1 SUBSTRATE, SEE TABLE A, SHEET EDGE I,— 1 & NOTE 3, THIS SHEET _ I DISTANCE I I 1/4" MAX. 6 1/4" MAX. 1 n 1XOR2XWOOD 6 / U BUCKSTRIP, SEE / so ANCHOR NOTE 3, / 63 7 SHEET 1 / 33 e / FOR / LOCKSTILES, ASTRAGALS. -FIXED -STILES AND -lzz—zz4-HORIZONTAL ANCHOR PLATE AT RAILS EVERY ANCHOR LOCATION DAYLIGHT 9THISSHEET OPENING FRAMESEE HEIGHT HEIGHT NOTE6. FJCTEF � G ez EXTERIOR O 61 OR 62 a 25 ORg 114" MAX. 33 GROUTAS 9 NEEDED, SEE 13 50 ANCHOR NOTE �7 9 2 5, SHEET 1 6 U �z I 0 1/4I" MAX. EMBEDMENT 1/4" MAX. DETAIL E3 INTO MASONRY CONCRETE/CMU PER ANCHOR REQUIREMENT EDGE DISTANCE EMBEDMENT 1/4" MAX. DETAIL E4 INTO METAL DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE A, SHEET 1 --/�/EDGE DISTANCE EMBEDMENT 1/4" MAX. `�6J / TYP. ANCHOR TYPE, EMBEDMENT AND z TYP. ANCHOR TYPE, EMBEDMENT AND 6 L EDGE DISTANCE PER SUBSTRATE, SEE EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, THIS SHEET TABLE A, SHEET 1 & NOTE 3, THIS SHEET NOTES 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. 2) REFER TO ANCHOR NOTES, SHEET 1. 3) SEE SHEETS 11 & 1.2 FOR ANCHOR LOCATION 8-SPACING, _ DLO WIDTH = NOM. PANEL WIDTH - 8-9N 6"__ #8 X 3/4" SMS REINFORCEMENT FOR ANCHOR QUANTITIES, SEE TABLES 1 & 2. DLO HEIGHT = DOOR HEIGHT-11-1/16" SCREW; 3 PER RAIL, LOCATED AT 4) CONTINUOUS ANCHOR PLATE, ITEM #8, IS REQUIRED AT PANEL HEIGHT = DOOR HEIGHT - 2-1/2" CENTERLINE AND 9" FROM ENDS ALL FRAME ANCHOR LOCATIONS. (FACTORY INSTALLED) 5) SEE SHEET 20 FOR SCREEN DETAILS. 6) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL HEIGHT SILL RISER LENGTH OF THE EXTRUSION. REFER TO TEST REPORTS FOR , EXACT DIMENSIONS. EMBED ' d q EMBEDMENT ISTDANCE MENT j EDGE > ' TYP. ANCHOR TYPE, DISTANCE EMBEDMENT AND 2X WOOD BUCKSTRIP OR EDGE DISTANCE FRAMING, SEE ANCHOR ZCO�NC�RETEICMIU PERSUBSTRATE, NOTE 3, SHEET 1 CHOR DETAIL F1 SEE TABLE A, DETAIL F2 REQUIREMENT I INTO MASONRY SHEET 1 & NOTE 3, INTO WOOD THIS SHEET VARIES WITH REQUIRED POSITIVE DESIGN PRESSURE, .390 1+ SEE SHEETS 390 1-- 7 g g, 390 IFL 390 "11— 2.947 Fq —' 2.370 a2 #42SHOWN 1.793 3464 4.041 #43-05 AL50 APPLY .823 1 fl 7 ,060 2 667 .060 — .060 2-1—TOTAL O60 A. SILL HEIGHT SILL RISER SILL RISER SILL RISER SILL RISER az (2-1/2" TOTAL 43 (3-1/2" TOTAL O(4-1/16" TOTAL O(45/8" TOTAL SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, THIS SHEET ZT. COPYRIGHTC2017 PGT INDUSTRIES, ALL RIGHTS RESERVED N. VENICE, FL 34275 (941)-480-1600 VINYL SLIDING GLASS WINDOW NOA (LM) 04/14/1( INSTALLATION, VERTICAL X-SECT. 1.- J ROSOWSKI 141 NO CHANGES THIS SHEET. IiP3I 04/05/171 NTS III 4OF21 logl MD-5570W.0 PRQDUCTSEvmw Nye o*g"llh the Fwd. Amp".N. U=a4Zo • 14 E>,PltNbe D.te 2 6k•m' Drdt rudxf Cwttal LIGENSF'•-�C * No.58705 . all ;,% �77,`7571�ONAL 01,G`` A. LYNN MILLER, P.E. P.E.# 68706 4 ( EXTERIOR EXTERIOR I 1 � Zi�R�i �J L v 135' O V \ a, o 90° 39 q DETAIL G1 DETAIL H- MAX 18.5.O.C. 9a �0 - \OR INTERIOR e� - - 41 EXTERIOR MAX O.C. 19 96 69 n_ off%\� 1 SEESHEET ET 19 QP 2 0 8 0 135' Q INTERIOR \ moo^ �ACq 2Cf ��IILLuL®II1II 17-6426•IG NOTES q o 1 DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. " Prod°H Goo,mt OO 26 2) SEE SHEETS 14 & 15 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR QUANTITIES, SEE TABLES & 33 338 a 1 2. 3) CORNER ASTRAGAL MAY BE TO THE INTERIOR OR EXTERIOR,35 DEPENDING ON CONFIGURATION. �NYILYNtiMi 86 L-• MAX 18.51 O.C. 18 THRU KEEPER EXTERIOR ° VINYL SLIDING GLASS WINDOW NOA (LM) $ 04/14/16 Q`.' '`�� �' No. 58705 (4) @ MAX 3.5"O.C., SEE SHEET 19 98 CORNER ASTRAGAL HORIZ. XSECT. j. J ROSOWSKI o = DETAIL G2 COPYFUGHT020,T PGTINDUSTRIES,INC. NO CHANGES THIS SHEET. dig 04/05/17 -O.c� '• _ �. 135' DE OUTSICORNER ALLRIGHTSRESERVED 1070 TECH GY DR %�''-,FCORIDP.•' \��` AL,��G\` N. VENICNOL (941 }480-1600 ¢ SGD 5570 NTS l;l~RR 5 OF 21 € MD-5570W.0 i A A• L V MILLER P.E. CERT. OF AUTH. WB298 WINDOW 0 G P.E958705 4 DETAIL 11 DETAIL 12 OPTIONAL NOW a INTO MASONRY INTO MASONRY STRUCTURAL ANCHORS FOR Q EDGE CONCRETE/CMU INTERIOR POCKET ' INTERIOR 21 91 2z TYP. ANCHOR TYPE, EMBEDMENT DISTANCE. PER ANCHOR JAMB °- +• ae RO AND EDGE DISTANCE PER REQUIREMENT INTERIOR POCKETS MUST SEE FIG 1, THIS SHEET 30 c SUBSTRATE, SEE TABLE A, SHEET 1 &NOTE 3, BELOW • ° FIGURE 1, INTERLOCKS AT POCKETS: INCLUDE A NONSTRUCTURAL, _ V� FRAME JAMB TO REDUCE THE 4' 10 a1 POSSIBILITY OF WATER INFILTRATION. 00 1/4" MAX �1B cc� '• J ` ..-1:.. OPT.LESS: ANCHOR a1 r,•: 17 OPT. EMBEDMENT . �'.�`" POCKET BY OTHERS, SEE 17 OPT. NOTE 6 BELOW. :..•, • . .EMBED^ ..°. ..: � , ::. EXTERIOR ME P(L `'' ` a EXTERIOR"i; OPT. EXTERIOR \RJ 1/4" MAX. r9i —1 o FOR WINDOW HEIGHTS OVER 96" n v ANCHOR 1° eT 21.9" TYP. ANCHOR TYPE, EMBEDMENT CONCRETE(CMU SEE FIG 1, 31 THIS SHEET q MAX. O.C. AND EDGE DISTANCE PER EDGE PER ANCHOR @ R n SUBSTRATE, SEE TABLE A, SHEET 1 DISTANCE REQUIREMENT L�JJ ' &NOTE 3, BELOW INTERIOR POCKET EXTERIOR POCKET 22 91 21 METAL TYP., SEE ANCHOR NOTE 4, SHEET 1; ANCHOR LENGTH TO BE A MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE DETAIL 13 INTO METAL EMBEDMENT EXTEERi V TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW ICHOR EMBEDMENT E MAX. SEE FIG THIS SHEI EDGE DISTANCE 2X WOOD BUCKSTRIP OR FRAMING, SEE ANCHOR NOTE 3, SHEET 1 IT. ANCHOR TAIL 14 I PRomi�r DE PIT6 INTO WOOD 6N%IRf,Qq oµab•IL EXTERIOR 21 91 V EXTERIOR POCKET i 1111111111/T7j N EXTERIOR POCKET c� NOTES ALUMINUM SLIDING GLASS WINDOW NOA 04/14/16 _ * NO.587G5 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. -HOOK EXAMPLES, HORIZ. XSECT. m' J ROSOWSKI 2) REFER TO ANCHOR NOTES, SHEET 1. = 9 L> 3) SEE SHEET 13 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR QUANTITIES, SEE TABLES 1 & 2. ® s COPYRIGHT07D17 POT INDUSTRIES, INa Q NO CHANGES THIS SHEET. �d 04/05/17 ��oRloP.. 4) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. ALL RIGHTS RESERVED INTERIOR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. IFS,'• 'G\?: 1 TECHNOLOGY5 $ A $��g 6) POCKET W5) L OR CAVITY IS NOT ART OF H S APPROVAL AND S TO BE DESIGNED BY OTHERS N. VEN CE, FL 3427070 AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. (941)A80-1600 9 SGD-5570 NTS 6 OF 21 pg �C MD-5570W. WINDOW A. LYNN MILLER, P.E. CERT. OF AUTH.#29M y p P.E.N SB7a5 TART;: 1 - Design Pressure (DP) and Anchor Quantities Required (for all appromd corTtiguragons on sheet 2) Use this table for. Glass Types 1,1A, 3 or 3A Door Unit Height 30' 36' 48' 60• 72• 84 Astragal Reinforcement #29 Lockstile Reinforcement #25 18-15/16- DLO Height 24-15116" DLO HeflD 36.15/16" DLO Height 48.15/15' DLO HeightUArtcnor 1 O Hergh 72-15M6' DLO IgMZ.rioncir /16" DLO eight Anchor Group Anchor GroupAnchor Group Anchor Group Gmup Anchor Gawp Group HD interlock Reinforcement #28 A B C D A B C A B C AB C DB C D A B C DB I C I D 1DLO Design Pressure, +60/-60psf +60/-60psf +60/-60psf +60/-60psI +60/-60psf +60/-60psf +60/-60ps! 24' DLO Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 G3+1 C3+1 p+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 Width Jamb 2 2 2 2 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 P-hook 3 3 3 3 3 3 3 3 4 4 4 4 5 1 5 1 5 1 5 6 1 B 1 6 1 6 7 1 7 1 7 1 7 B 1 8 1 8 6 25.118" Design Pressure +60/-60psf +60/-60psf +60/-60psf +60/-Wpsf +60/-60ps! +60/-60psf +60/-60psf 30° DLO Head/Sill C3+1 C3+1 C3+1 C3+1 G3+1 C9+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 G3+1 C3+1 p+1 p+1 p+1 C3+1 q+1 p+1 q+1 p+1 C3+1 p+1 p+1 p+1 p+1 C3+1 Width Jamb 2 2 2 2 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 P-hook 3 3 3 3 3 3 3 3 4 4 4 4 5 5 5 5 8 B 6 8 7 7 7 7 B 8 8 1 8 3148" Design Pressure +60/-60psf +60/-60ps1 +60/-60psf +60/-Wpsf +60/-60psf +60/-80psf +601-60psf 36• DLO Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 p+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 as ae Width Jamb 2 2 2 2 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 E P #Took 3 3 3 3 3 3 3 3 4 4 4 4 5 5 5 5 6 8 6 6 7 7 7 7 8 I 8 8 8 Z 37-1/8• Design Piessure +60/-60psf +60/-60psf +60/-60psf +60/-60ps/ +60/-60psf +60/-60psf +60/-60psf 42° DLO HBad/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 03+1 C3+1 03+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 q+1 C3+1 C3+1 C3+1 C3+1 C3+1 p+1 C3+1 C3+1 C3+1 Width Jamb 2 2 2 2 3 3 3 3 3 - 3 1 3 1 3 4 1 4 1 4 1 4 4 4 4 4 5 5 1 5 1 5 5 5 5 5 Palook 3 3 3 1 3 3 3 3 3 4 1 4 1 4 1 4 5 1 5 1 5 1 5 6 8 6 6 7 7 7 7 8 8 B 8 _ 4DLO Design.Pressure._— +60/-60psf-- - --601-Wpsf—---+60/-60psf------+601-Wpsf------- a607-60psf- -- -- +60/-60psf +60/-60psf 48' DLO Head/Sill q+1 C3+1 C3+1 C3+1 C3+2 C3+1 C3+1 C3+1 C3+2 C3+1 C3+1 C3+1 C3+2 C3+1 C3+1 C3+1 q+2 p+1 C3+1 CT C3+2 1 C3+1 C3+1 C5+2 C3+1 C3+1 C3+1 Width .lamb 2 2 2 2 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 5 5 5 5 5 5 6 5 P-hook 3 3 3 3 3 3 3 3 4 4 4 4 5 5 5 5 6. 6 6 7 7 7 7 8 8 8 8 TABLE NOTES: 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 AND TABLE B1 DETERMINES THE WATER LIMITED (+) OP. 2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL RISER IS NOT REQUIRED. IF SO, +DP'S SHOWN IN TABLE 1 MAY BE USED. 3) SEE SILL RISER TYPES ON SHEET 4. 4) SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 5) REFER TO ANCHOR NOTES, SHEET 1. 6) SEE SHEETS 11-16 FOR ANCHOR LOCATION & SPACING TART F n1- Water-Limited (+) Design Pressure SIII Riser Nom. SIII Heigh Max. (+) DP AllaNed None 1-11/16" See Note 2 42 2-1/2' +38.7 psf 43 3-1/2' +60.0 psf 44 4-1/16" +60.0 psf 45" 4a118" 1 +60.0 psf . USED IN EXAMPLE ON SHEET 9 ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE /ANCHOR ES LISTED BELOW. SEE TABLE SHEET 1 FOR FOR COMPLETE ANCHOR LIMITATIONS.. THE MAXIMUM DP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE MAXIMUM POSITIVE DP DUE __---To THE SILL HEIGHT MUST ALSO BE CONSIDERED, SEE TABLE B1, THIS SHEET. # OF ANCHORS THROUGH THE HEAD & SILL. (EX: FOR C3+1, 3 ANCHORS CLUSTERED AT \NEL MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). TOTAL # OF ANCHORS THROUGH THE JAMB. THE # OF ANCHORS REQUIRED THROUGH THE P-HOOK, PERPENDICULAR TO THE GLASS. FIG 1: = WINDOW ASSEMBLIES INSTALLED WHERE THE ---- -- - -_ - -OVERHANG (OH) LENGTH IS - = EQUAL TO OR GREATER THAN 0 THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. DLO WIDTH = NOM. PANEL WIDTH - 8-9/16" DLO HEIGHT = DOOR HEIGHT-11-1116" PANEL HEIGHT = DOOR HEIGHT - 2-1/2" VINYL SLIDING GLASS WINDOW NOA (LM) 04/1411f DP & ANCHOR QUANTITY TABLES J ROSOWSKI RIGHTm a 2017 PGT WDIISTRTES,INr, a NO CHANGES THIS SHEET. $2 04/05/17 ALL RIGHTS RESFAVE 070 TECHNOLOGY DR N. VENICE, FL 34275 (941)-48D-1600 g SGD-5570 wlNnnw _ NTS 7 OF 21 a MD-5570W.0 A PRODtJCPI;gy�D h".g Cft w1tY foe Flgty. Atetpit" Na I-0420•((, F+ IIn1Mr.0uc Z `` %011111Lfir11 14 ;' No. 58705 ��Q,n • st 71-F FT ;0NAt LEN"�`� A. LYNN MILLER. P.E. TABLE 2: Design Pressure (DP) and Anchor Quantities Required (for all apprved configurations on Sheet 2) Use this table for Glass Types 2 or 4 30' 36' 48' eU' 72" 64' 96' Astragal Reinforcement #29 Lockstfle Reinbreement M5 18-1N16' DLO Height 24-15116- DLO Height 36-15/16' DLO Height 4&15/18' DLO Height 6D•15+16' DLO Height 72-15/le DLO Height 8445/16" DLO Height Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group HD Interlock Reinforcement #28 A 1 13 1 C I D A I B I C I D A B C D A I B I C D A 1 13 1 C D A B C D A 11 C D Design Pressure +100/-100paf +100/-100psf +100/-100psf +100/-00psf +700/-700 lost +100/-100pst +100/-f00 psi 24' 1g-1/B' DLO Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 03+•1 C3+1 G3+1 C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+ Width Jamb 2 2 2 2 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 P-hook 3 3 3 3 3 3 3 3 4 4 4 4 5 5 5 5 6 6 B 8 7 7 7 7 8 8 9 9 Design Pressure +100/-100psf +100/-100psf +100/-100psf +100/-100psr +100/-100psf +100/-100psf +100/-100psf 30' 25.1/8' DLO Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1I C 3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C5+1 C3+1 Width Jamb 2 2 2 2 3 3 3 3 3 3 1 3 3 4 4 4 4 4 4 5 4 5 5 6 5 5 5 7 5 P�rook 3 3 3 3 3 3 3 3 4 4 4 4 5 5 5 5 6 1 8 1 6 1 6 7 7 7 7 a 8 1 8 1 a Design Pressure +100/-100Ps1 +100/400psf +100/-100psf +100/-100ps/ +100/-f00psf +100/-100psf +100/-loopsf 36' 3DLO DLO HeadfSill C3+1 C3+1 C3+1 C3+1 C3+2 C3+1 C3+1 C3+1 C3+2 C3+1 C3+1 C3+1 C3+2 C3+1 C3+1 C3+1 C5+2 C3+1 C3+1 C3+1 C5+2 C3+1 C5+1 C3+1 C5+2 C5+1 C5+1 C3+1 5 Width Jamb 2 2 2 2 3 3 3 3 3 3 3 3 4 4 4 4 4 4 5 4 5 5 6 5 1 5 5 7 5 P-hook 3 3 3 3 3 3 3 3 4 4 4 4 5 5 5 1 5 6 6 6 6 7 1 7 1 7 7 8 8 8 8 9 37-1/8' Design Pressure +100/-100psf +100/-100psf +100/400psf +100/-100psf +100/-000psf +100/- Ion psf +100/-100psf 6 42 DLO Head/Sill C3+2 C3+1 C3+2 C3+1 C3+2 C3+1 C3+2 C3+1 C3+2 C3+2 C3+2 C3+1 C3+2 C3+2 C3+2 C3+1 C5+2 C3+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3jC5+21 C5+2 C3+1 o_ Width Jamb 2 2 2 2 3 3 3 3 3 3 3 3 4 4 5 4 4 4 6 4 5 5 7 58 5 P-hook 3 3 3 3 3 3 3 3 4 4 4 4 5 5 5 5 6 8 6 6 7 7 7 78 8 E a z — 43-1/8' Design Pressure +100/-1oopsf - _+100/-100psf _ ±1w&fi0OPs/____ +f00/-100psf __.-- +100/-100ps1------ +100/-100psf- 920psf'-- 'Q" DLO Head/Sill C3+2 C3+2 C3+2 C3+1 C3+2 C3+2 C3+2 C3+1 93+2 C3+2 C3+2 C3+2 C3+2 C3+2 C3+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C5+2 C5+2 C3C5+2 C5+2 Width Jamb 2 2 2 2 3 3 3 3 3 3 3 3 4 4 5 4 4 4 6 4 5 5 8 59 5 Pfiook 3 3 3 3 3 3 3 3 4 4 4 4 5 5 5 5 8 6 8 6 7 7 8 BB 8 Design Pressure +80/-BO psf +80/-BO psf +80/-80psf +80/-80 psf +80/-80psf +80/-80psf80psf se 4&1/6' DLO Head/S01 C3+2 C3+2 C3+2 C3+2 C3+2 C3+2 C3+2 C3+2 C3+2 C3+2 C3+2 C3+2 C3+2 C3+2 C3+2 C5+2 C3+2 C3+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C5+2 C5+2 C3+2 Width Jamb 2_ 2 2 2 2 3 3 3 3 3 3 3 3 4 4 4 4 4 4 5 4 5 5 7 5 5 5 8 5 P-hook 3 3 3 3 3 3 3 3 4 4 4 4 5 5 5 5 6 8 6 8 7 7 7 7 8 8 B 8 Design Pressure +80/-80psf +80/-80psf +80/•80ps( +80/-sops/ +80/-60psf +60/-80psf +80/-80psf 80' 55.1/8' DLO Head/Sill C3+2 C3+2 C3+2 C3+2 C3+2 C3+2 C3+2 C3+2 C3+3 C3+2 C3+2 C3+2 C3+3 Gi+2 S 34 C3+2 C5+3 Gi+2 C3+3 2+2 C5+3 C3+2 C5+3 C3+2 C5*3 C5+2 C5+3 q+2 Width Jamb 2 2 2 2 3 3 3 3 3 3 3 3 4 4 4 4 4 4 541 4 5 5 7 5 5 5 8 5 P-hook 3 3 3 3 3 3 3 3 4 4 4 4 5 5 5 5 6 6 6 8 7 7 7 7 8 8 a 8 TABLE NOTES: 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 AND TABLE B2 DETERMINES THE WATER LIMITED (+) DP. 2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL RISER IS NOT REQUIRED. IF SO, +DP'S SHOWN IN TABLE 2 MAY BE USED. 3) SEE SILL RISER TYPES ON SHEET 4. 4) SHEET APPLIES TO 2, 3 AND 4 TRACK CONFIGURATIONS. 5) REFER TO ANCHOR NOTES, SHEET 1. 6) SEE SHEETS 11-16 FOR ANCHOR LOCATION & SPACING TABLE B2: Water -Limited (4) Design Pressure Sill Riser Nom, Sill Height Max. (+) DP Allovied None 1-11116' See Note 2 42 2-112" +38.7 psf 43 3-1/2" +6D.0 psi 44 4-1/16' +80.0 psf 45 45/8" +100.0 psf +/-100.0 PSF FOR ANCHOR GROUPS B, C & D. ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE A, SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. THE MAXIMUM DP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE MAXIMUM POSITIVE DP DUE ,_----SEE THE SILL HEIGHT MUST ALSO BE CONSIDERED, SEE TABLE B2, THIS SHEET. # OF ANCHORS THROUGH THE HEAD &SILL. (EX: FOR C3+1, 3 ANCHORS CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). TOTAL # OF ANCHORS THROUGH THE JAMB. THE # OF ANCHORS REQUIRED THROUGH THE P-HOOK PERPENDICULAR TO THE GLASS. FIG 1: WINDOW ASSEMBLIES O INSTALLED WHERE THE Ei OVERHANG (OH)LENGTHIS = EQUAL TO OR GREATER THAN O THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. DLO WIDTH = NOM. PANEL WIDTH-8-9/16" DLO HEIGHT = DOOR HEIGHT-11-1/16" PANEL HEIGHT = DOOR HEIGHT- 2-1/2" VINYL SLIDING GLASS WINDOW NOA (LM) I8I 04114/1E DP & ANCHOR QUANTITY TABLE 141 J ROSOWSKI 1k1 NO CHANGES THIS SHEET. RAI 04/05/171 )70 TECHNOLOGY DR jil N. VENICE, FL 34275 (941)-480-16()0 CA�AR i }a� SGD-5570 MFg mq -nFAl1rH_WINDOW rX NTS 8OF21 MD-5570W.0 PRo0vCf REvxw a'—PMade B with rw meds buaiink Co A-vOUece Ne tl-Ay2o.)b FvP�r6e� pte�� �tlltn u+/I// N �r ........ I No. 58705 E F 0"NAL tENG A. LYNN MILLER. P.E. RE.# 58705 EXAMPLE: Q 3-PANEL, 3 TRACK, STRAIGHT CONFIGURATION - PXXX, INTERIOR MOUNT POCKET, 48" X 84" NOM. PANELS, LAMINATED, IG GLAZING, ANCHOR GROUP A IN WOOD SUBSTRATE, FRAME JAMB REQUIRED ZHEAD SPLICE INTERIOR @ INTERIOR POCKETS MAX. �` p PAN EL LI I � r CENTERLINE OF INTERLOCK CENTERLINE OF INTERLOCK OF PANEL 2CENTERUE SEE FIGURE BELOW FORADDITLONAL ANCHOR INFORMATION. CENTERLI OF PANEL 3E PROJECT DESIGN PRESSURE REQUIRED: +48.21-58.6 PSF t;� is — OPT. ANCH( TO AID ALIGNMEI EXT C OPT. ANCH( TO AID ALIGNMEI P-HOOK AAIf'Ur)DAf_C LJG 1lMI -0 JAMB ANCHORAGE DETAILS POCKET BY OTHERS, SEE NOTE 6, SHEET6 ERIOR POCKET BY OTHERS, SEE NOTE 6, SHEET 6 —/ SPLICE NOTE: NON-STRUCTURAL ANCHORS MAY BE ADDED IN -FIELD AS NEEDED TO ALIGN THE HEAD OR SILL IF A SPLICE OCCURS WITHIN A POCKET. •+2•_/ ANCHORAGE, SHEETI2 'C3'CLUSTE SHEET SEE POCKET JAMB INSTALLATION ON SHEET6 4 L SPLICE INTERIOR 6' CENTERLINE MAX OF PANEL 1 + ANCHORAGE, SHEET 11 .C3• CLUSTER,_/ SHEETII FRAME SEEPOCKETJAMB K REQUIRED @ INSTALLATION ON INTERIOR POCKETS SHEET6 1) KNOWING THE PRODUCTS REQUIREMENTS, SCAN THROUGH TABLES 1 & 2 FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF +48.21-58.6 AT A NOM. PANEL SIZE OF 48" X 84". FROM TABLE 1, SHEET 7, THE DESIGN PRESSURE IS +60/-60 WHICH EXCEEDS THE PROJECT DESIGN PRESSURE REQUIREMENTS. UL A) SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LOCATIONS OF CROSS-SECTION DRAWINGS. B) SHEET 10 FOR SPECIFIC GLAZING TYPES. C) SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. D) SHEETS 4 & 18 FOR EXTRUSION CROSS-SECTION DRAWINGS. E) SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. F) SHEET 21 FOR A BILL OF MATERIALS. FOR WOOD INSTALLATION USING ANY I HeedlSll I C3+2 ANCHOR IN GROUP A (SEE TABLE A), TABLE I Jamb 1 5 1 SHOWS ANCHOR REQUIREMENTS OF: I P-hook 1 7 2) ANCHOR LOCATION DETAILS, CAN BE FOUND ON: HEAD (CLUSTER ANCHORS): SHEET 12 FOR THE "C3" CLUSTER ANCHORS AT THE INTERLOCKIASTRAGAL. HEAD (INTERMEDIATE ANCHORS): SHEET 12 FOR THE "+2 ANCHORS AT THE MIDSPAN OF EACH PANEL. SILL (CLUSTER ANCHORS): SHEET 11 FOR THE'CT' CLUSTER ANCHORS AT THE INTERLOCK/ASTRAGAL. SILL (INTERMEDIATE ANCHORS): SHEET 11 FOR THE'+2 ANCHORS AT THE MIDSPAN OF EACH PANEL. JAMB: 5 ANCHORS, SHEET 13 FOR GEN. LAYOUT- P-HOOK: 7 ANCHORS, SHEET 13 FOR GENERAL LAYOUT. j�T. 3) INSTALLATION DETAILS INTO WOOD CAN COPYRIGHT 02017 PGT INDUSTRIES, IN BE FOUND ON: ALL RIGHTS RESERVED HEAD & SILL: SHEET 4 1070 TECHNOLOGY DR JAMB: SHEET 3 N. VENICE, FL 34275 P-HOOK: SHEET 6 (941) 480-1600 CERT. OF AUTH. VnnS •+2' ANCHORAGE, J SHEET 12J 25-3/6° MAX. I 6• I '+2•ANCHORAGE, �-7 MAX, t�+-- 'C3°CLUSTER SHEET I2 EXTERIOR SHEET 12 END ANCHORAGE (MIN. 1 ANCHOR) HEAD ANCHORAGE DETAILS PXXX (3-TRACK) _ CENTERLINE I CENTERLNE SEE FIGURE BELOW FOR ADDITIONAL: OF INTERLOCK _ OF INTERLOCK ANCHOR INFORMATION. CENTERLINE CENTERLINE OF PANEL 2 OF PANEL 3 0 0 of I0 '+2'ANCHORAGE, 25 g• SHEETII -:MAX. °2ANCHORAGE, MAX. "C3° CLUSTER, SHEET 11 EXTERIOR SHEETII ENDANCHORAGE (MIN.1 ANCHOR) SILL ANCHORAGE DETAILS PXXX (3-TRACK) END PANEL ANCHOR EXCEPTION: DISTANCE TO NEXT CLUSTER TO BE 25-3/6" O.C. OR LESS ; CENTERLINE OF END PANEL FOR SILL (SHOWN) AND HEAD, ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER 25-3/8", OTHERWISE ANCHORS ARE NOT REQUIRED AS PER THE FIGURE ABOVE: VINYL SLIDING GLASS WINDOW NOA (LM) d 04/14/1E STRAIGHT WINDOW EXAMPLE f& J ROSOWSKI NO CHANGES THIS SHEET. za 04 515117 NTS III 9 OF 21 lo$I MD-5570W.0 FRODUCI REpIISM hNIC qj CC d.� de F1oriA6 wAs-ccNa 7-0 426•I6 �Mrw4.DRte B 1 ns,..r• E44 Prod conProd 1111LII III Irrr LYNNMi Qom 1,\GENSF'•, '•.� * ; No. 58705 C� '••�L °RID?.••' \�: Al- ENG A. LYNN MILLER, P.E. P.E.0 58705 1-1/16' NOM. 3116'HS GLASS // 3116'HS GLASS 3I76° HS GLASS 3/16"HS GLASS 3116"ANN GLASS 75 7B .090" PVB .090" PVB .090" SG 7/18" AIR SPACE . 77 3/16"ANN GLASS 3/16" HS GLASS 3/16" HS GLASS 3/16" T GLASS PAINTED/ PAINTED/ PAINTED/ PAINTED/ LAMINATED LAMINATED LAMINATED OO 83 LAMINATED Oo 61 SURFACE s6 O e1 — —M E e0 o 81 — — SURFACE / SURFACE aEXTERIOR I— — — a EXTERIOR I a EXTERIOR I EXTERIOR �C1 PRODUCT IS'EXTERIOR- I I PRODUCT IS 'EXTERIOR- I PRODUCT IS "EXTERIOR- I I PRODUCTIS-EXTERIOR-GLAZED"IF #80-81IS7/8" NOM. GLAZED" IF #80-81 IS GLAZED- IF #80.81 IS 7/8"NOM. GLAZED'IF #82-83 IS 7/8.'NOM. OTOWARDS THE EXTERIOR I I GLASS TOWARDS THE EXTERIOR. I TOWARDS THE EXTERIOR I I GLASS TOWARDS THE EXTERIOR.BITE I I I BITE I I BITE INTERIOR I (� INTERIOR I -IINTERIOR I a INTERIOR PRODUCT IS"INTERIOR- I I PRODUCT IS-INTEMOW- I PRODUCCT IS'INTERIOR- I I PRODUCT IS'INTERIOR- GLAZED'IF#80-811S I 79 GLAZEO'IF#80-811S I GLAZED'IF#80-811S I 79 GLAZED'IF#82-83IS I 79 TOWARDS THE INTERIOR TOWARDS THE INTERIOR TOWARDS THE INTERIOR. TOWARDS THE INTERIOR85 BS 88 SEE NOTE 2. SEE NOTE 2, � SEE NOTE 2. SEE NOTE 2, THIS SHEET THIS SHEET THIS SHEET THIS SHEET GLASS TYPE 1 GLASS TYPE 1A GLASS TYPE 2 GLASS TYPE 3 "ANN" = ANNEALED "HS" = HEAT-STRENGTHENED— SILICONE- HOT -MELT BUTYL r = TEMPERED 1-1/16' NOM. 1-1/16' NOM. STRUCTURAL "PVB" _ .090" TROSIFOL®PVB INTERLAYER SILICONE 3116' HS GLASS 3116' HS GLASS BY KURARAY AMERICA, INC. STRUCTURAL 'FOAM 3/16" NOM. POLYISOBUTYLENE 1/4° NOM. WITH .090" PVB .090" SG "SG' = .090" SENTRYGLASO INTERLAYER WITH DESICCANT DESICCANT 3116' HS GLASS 75 76 3116" HS GLASS 75 76 BY KURARAY AMERICA, INC. EXT. GLASS EXT. GLASS 7/16" AIR SPACE n 78 7/16" AIR SPACE 77 78 3/16" T GLASS 3/16' T GLASS INT. GLASS INT. GLASS 75 KODISPACE 76 SUPER Oez o 83 EXTERIORR PRODUCT IS 'EXTERIOR -PRODUCT GLAZED" IF #82.83 ISOM. TOWARDS THEEXTERIORISS PAINTED/ LAMINATED e2 O 83 SURFACE SO EXTERIOR IS "EXTERIOR- GLAZED" IF #W-W IS TOWARDS THE EXTERIOR. PAINTED/ //////�����—'''LAMINATED \ I 7/8" NOM. I GLASS 4SG TPS SPACER NXT7.. IE I BITE rR0fWCFiWVNW a INTERIORa INTERIOR I I tl .g VIA lke p9,id� bY161gt �� ALUMINUM PRODUCT IS'INTERIOR- IPRODUCT IS "INTERIOR- I I AcsFhae9N* 17-642o"tL �P +nru 4— I u 17 T REINFORCEMENT POLYIS0. DESICCANT FILL AREA GLAZED' IF IS79 II GLAZED' IF#82-831S O BUMENE 5/16" NOM. TOWARDS THE INTERIOR.TOWARDS II THE INTERIOR 5/16" NOM. SEAL 86BUMS BitaM Dra4 I9tt Caahal SILICONE SEAL SEENOTE2,SEENOTEZ ROLL -FORMED DESICCANT AM STAINLESS STEEL THISSHEET THLS SHEET GLASS TYPE 3A GLASS TYPE 4 ��A Y LYIyAr��,,,�' EXT. GLASS NOTES: EN EXT. GLASS 1) BACKBEDDING SURFACES SHALL * : No. 58705 NOT BE PAINTED OR LAMINATED. VINYL SLIDING GLASS WINDOW NOA (LM) a 04/14/16 = * 1k ANT. GLASS 2) PRODUCT MAY BE EITHER GLAZING DETAILS J ROSOWSKI '. �— } INT. GLASS TM DURASEAL XL EDGE INTERIOR OR EXTERIOR GLAZED, PROVIDED THAT THE "HS" SURFACE COPIRIGHi02017 PGTINDUSTRESING. NO CHANGES THIS SHEET. �� a 04/05/17 Ty •'�/, �O �. srA i�51 '•. �ORIDP,.•'' ., 78 OF A I GLAZINGED ;��!A� SPACER SPACER ADHERED TOTTH GLAZINGTHE LEG. 1070 DR N. VENICE, FL 34275 - (941 )-480-1600 SGD-5570 NT.S 10 OF 21 € MD-5570W.0 A A LYNN MILLER, P.E. CERT. OF AUTH. 929298 WINDOW P.E.#58705 SILL CLUSTER ANCHORS LAYOUT: ASTRAGAL OR INTERLOCK CENTERLINE EXTERIOR 2-TRACK CLUSTER'C3' ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK 4" CENTERLINE i pm - EXTERIOR —►-I 3.22" 15 3-TRACK CLUSTER'C3' ANCHOR LOCATIONS rEERLIOR --4 1--3.22" I/ 4-TRACK CLUSTER 'C3' ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE 4" o EXTERIOR 0 2-TRACK CLUSTER'C5' ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK-7 NTERLOCK CENTERLINE 4" 0 0 EXTERIOR 3.22" 3TRACKCLUSTER'C5" ANCHOR LOCATIONS ASTRAGAL OR -- ----INTERLOCK _- CENTERLINE 4" 0 0 EXTERIOR 3.22" ID 4TRACKCLUSTER "C5'ANCHOR LOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE IS 2.375" 2.375" FOR ALL SILLS: FIGURES PERTAN TO THE FOLLOWING SILL CLUSTER ANCHOR LOCATIONS: SILL "+" INTERMEDIATE ANCHORS LAYOUT: PANEL CENTERLINE EXTERIOR ID 2-TRACK INTERMEDIATE ".I' ANCHOR LOCATION PANEL CENTERLINE EXTERIOR 15 3-TRACK INTERMEDIATE '+1' ANCHOR LOCATION —_ _ _ _ PANEL — CENTERLINE EXTERIOR ID 4-TRACK INTERMEDIATE "+1"ANCHOR LOCATION ju-T COPYRIGHT02017 PGTINDUSTRIES, ALL RIGHTS RESERVED 1070 TECHNOLOGY DR N. VENICE, FL 34275 CENTERLINE 4" EXEXTERIO15 R3.22" 3-TRACK INTERMEDIATE '-2"ANCHOR LOCATIONS FIGURES PERTAIN TO THE FOLLOWINGSILL INTERMEDIATE ANCHOR LOCATIONS: HeadlSm +1 Jamb 5 P-hook 7 PANEL CENTERLINE 4" EXTERIOR 15 2-TRACK INTERMEDIATE "-2"ANCHOR LOCATIONS PANEL _ _ PANEL CENTERLINE VINYL SLIDING GLASS WINDOW NOA (LM) INTERMEDIATE '+2' ANCHOR LOCATIONS PANEL CENTERLINE 4" o EXTERIOR V 2-TRACK INTERMEDIATE "+3' ANCHOR LOCATIONS PANEL CENTERLINE 4" 0 EXTERIOR 15 3-TRACK INTERMEDIATE '+3' ANCHOR LOCATIONS ---PANEL CENTERLINE 4„ EXTERIOR 93.2R2" v ITRACK INTERMEDIATE +3" ANCHOR LOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE IS 2.375" j21375. FOR ALL SILLS: III ANCHOR LOCATIONS A IImi J ROSOWSKI I NO CHANGES THIS SHEET fRODUC f REVIR@'D 04/05/17 i°B`� F :o,al'^ � rb d. WINDOW III NTS 111 11 OF 21 I1�CI MD-5570W.0 NYILYNNMi A. LYNN MILLER, P.E. P.E.#58705 HEAD CLUSTER ANCHORS LAYOUT: ASTRAGAL OR INTERLOCK- 4" CENTERLINE EXTERIOR 15 2-TRACK CLUSTER'C3' ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK 4^ CENTERLINE EXTERIOR 2-TRACK CLUSTER'CS' ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR INTERLOCK- INTERLOCK CENTERLINE 4„ CENTERLINE 4° EXTERIOR -yt 3.22" EXTERIOR 3.22" 3-TRACK CLUSTER'C3' ID 3-TRACK CLUSTER'CS" ANCHOR LOCATIONS ANCHOR LOCATIONS ASTRAGAL OR __ _ __-__-.ASTRAGALOR.- -- - - -- INTERLOCK INTERLOCK - CENTERLINE 4n CENTERLINE 4„ AL I I AL EXTr+fE�1RIIOR 322^ EXTERIOR 322" v 4-TRACKCLUSTER 4-TRACK CLUSTER "C3'ANCHOR LOCATIONS 'CSANCHOR LOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE IS 2.375" 2.375" FOR ALL HEADS: HEAD "+" INTERMEDIATE ANCHORS LAYOUT: PANEL PANEL CENTERLINE 4" CENTERLINE p(TEERIOR EXTERIOR V 2-TRACK INTERMEDIATE V 2-TRACK INTERMEDIATE "+1' ANCHOR LOCATION '+2" ANCHOR LOCATIONS PANEL CENTERLINE EXTERIOR I�I 3-TRACK INTERMEDIATE v '+1"ANCHOR LOCATION COPYRIGHTOM17 PGTINOUSTRIES, tld/Slll C3 1 ALL RIGHTS RESERVED Jamb 5 1070 TECHNOLOGY DR P4=k 7 N. VENICE, FL 34275 (941)-480-1600 _PANEL_ CENTERLINE —�I 4-TRACK INTERMEDIATE '+1' ANCHOR LOCATION PANEL CENTERLINE EXTERIOR 4-TRACK INTERMEDIATE*+2' ANC...L PANEL CENTERLINE 4.75" �l EXTERIOR 8-TRACK INTERMEDIATE '+2' ANCHOR LOCATIONS NTEPANEL 4" CERLINE EXTERIOR 3.22° V 2-TRACK INTERMEDIATE '+3' ANCHOR LOCATIONS PANEL CENTERLINE 4° EXTERIOR �1 3-TRACK INTERMEDIATE �V/ '+3' ANCHOR LOCATIONS CENTERLINE 4" EXTERIOR 3.22" 4-TRACK INTERMEDIATE"+3' OCATIONS ANCHOR LOCATIONS NOTES: MLLOYANG HEAD 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. R LOCATIONS. 2) TRACK -TO TRACK DISTANCE IS 2.375° t2.375" El FOR ALL HEADS: VINYL SLIDING GLASS WINDOW NOA (LM) JAI 04/14/16 ANCHOR LOCATIONS B & a- J ROSOWSKI MODUCt$6Vlg@p NO CHANGES THIS SHEET- A 04/05/17 b ww)lvr>�trtw,na. _.�Lf.L_i SGD-5570 wlNnnw NTS 111 12 OF 21 & MO-557 01911 A I IIIlulurrrr *; No.587p5 •••� -O' s F A. LYNN MILLER P.E. P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT, (PARTIAL VIEW): FIGURES PERTAIN TO THE FOU_OWiNG wUB,wCHORLoGAnaNS: r— 2.375" 4.75" 7.125" 6" MAX. Head/SIU C3+1 21.5 21.6" Jamb 5 MAX' MAX. Jamb O.C. EXTERIOR O.C. EXTERIOR 7 OPT. ANCHOR TO AID IN ALIGNMENT NOTES: 1) STANDARD ANCHOR LOCATIONS SHOWN. FOR 3 AND 4 TRACK JAMBS, ANCHORS MAY 6" 6„ BE LOCATED IN ANY ADJACENT TRACK MAXNa AX MAX (SIMILAR TO THE 2-TRACK JAMB) AS �� REQUIRED TO MEET MIN. EDGE DISTANCE CONSTRAINTS. IN CASE OF AN ODD I 3-TRACK FRAME �4-TRACK FRAME JAMB ANCHORS JAMB ANCHORS JAMB ANCHORS NUMBER OF ANCHORS THE MAJORITY MAY BE TOWARD THE INTERIOR OR EXTERIOR. OPT.ANCHC TO AID ALIGNMEP.. NOTES: 1) SEE TABLES 1 & 2 FOR EXACT QUANTITY OF ANCHORS REQUIRED IN THE P-HOOK. . o HeedBIII C3+1 Jamb 6 P-book 7 z1.s• MAX. O.C. 6" AX. I 2-TRACK FRAME JAMB (3) WEEP NOTCHES PER END @ 1"X.500" (3) TRACK WEEP HOLES EVERY 24" @ 1.125" X .190•, (1) WEEP NOTCH EVERY 24" @ 1.375" X .500" JAMB (4) WEEP NOTCHES PER END @ 1" X .500" `\; (6) TRACK WEEP HOLES \ _ EVERY 24" @ 1.125" X .190"; (1) WEEP NOTCH EVERY 24" @ 1.375" X .500" SILL WEEPHOLE LAYOUT (2,3 & 4 TRACKS) z SILL (5) WEEP NOTCHES PER END @ 1"X.500" (10) TRACK WEEP HOLES EVERY 24" @ 1.125" X .190"; (1) WEEP NOTCH EVERY 24" @ 1.375" X .500" VINYL SLIDING GLASS WINDOW NOA (LM) 04/14/1E ® ANCHOR LOCATIONS C 14' J ROSOWSKI �CHTo 2017 PGruroUSTRIES, INC. NO CHANGES THIS SHEET. A 04/05/17 N. VENICE. FL 34275 WINDOW IAI NTS IgI 130F21 IERI MD-557CW.0 PROoucr@EVISEB R`"mPIYI� with I!e Ebe& nu I-0420.1L a�ae✓/1n4 CWArd vt F :(� No.58705 •� u i Cis •. ......... A. LYNN MILLER, P.E. P.E.# 58705 HEAD 90° CORNER CLUSTER ANCHORS LAYOUT: 3.22" EXTERIOR 2-TRACK 90' CORNER •C4' ANCHOR LOCATIONS (USE WHERE -C3- IS SPECIFIED) 4" EXTERIOR 3-TRACK 90' CORNER n 'C4' ANCHOR LOCATIONS V (USE WHERE'C3- IS SPECIFIED) I H M M t1 1 I XTERIOR 2-TRACK CORNER �'( 'CS'ANCHOR LOCATIONS v (USE WHERE -05. 15 SPECIFIED) SILL 90° CORNER CLUSTER ANCHORS LAYOUT: I 2-TRACK 90• CORNER EXTERIOR 'C4* ANCHOR LOCATIONS n (USE WHERE -C3• IS SPECIFIED) V I 2-TRACK 90• CORNER EXTERIOR 'C6•ANCHOR LOCATIONS FI (USEWHERE -CS' IS SPECIFIED) v FIGURES PERTAIN TO THE FOLLOw9NG 97 CORNER SU ANCHOR LOCATIONS: 90° Head/Sill 1 Jamb 5 P-hook 7 0 4" 3.72" PRODUCfQEv?sft -TT7A 3CK 90- CORNER EXTERIOR cs'"no i g with tYe Fbd9t 'C6' ANCHOR LOCATIONS A hao-k Code (USE WHERE•C5' IS SPECIFIED) Ac epiaocc 140 ^Oy20•/( EapinMfee Dete�(„(�,Z,, ' Ri<,lu'DAiir-ducfConact o `I II II11111/� 4" ``�.���NY.LYNN�i 4„ .� Qom' LICENSE •. 1�� 4" a" o No.58705� 0 0 2 = 'moovo7•��, '� (�s' ., IORIDA,.•'• �C��. 4-TRACK 90' CORNER EXTERIOR 4-TRACK 90' CORNER 2" EXTERIOR _ EXTERIOR a" 3.22" EXTERIOR i// S. ......... NG�\� •CWANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS 1 •C4•4-TRACK CHOR LO TICA ONS •Ce•ANCHOR LOCA oTI NS '����NALIIIIIE��.� (USE WHERE'C3' IS SPECIFIED) (USE WHERE 'CS' IS SPECIFIED) (USE WHERE'C3- IS SPECIFIED) (USE WHERE -CS' IS SPECIFIED) A. LYNN MILLER, RE . NOTES: P.E # 58705 FIGURES PERTAIN D ToTHE FO CATION : CORNER 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEAOANcxoRLorATlo+s: A VINYL SLIDING GLASS WINDOW NOA (LM) 04/14/16 gp" 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE Head1591 1 ANCHOR LOCATIONS Dm` J ROSOWSKI SIMILAR FOR OUTSIDE SHOWN AND INSIDE CORNER CONFIGURATIONS. Jamb 1 3) TRACK -TO -TRACK COPYRIGHT 0 2017 PGT INDUSTRIES. INC. NO CHANGES THIS SHEET. 04/05/1-1 P-ho0k 7 ALL RIGHTS RESERVED DISTANCE IS 2.375" 2.375" 2.375" FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DRN. VENICE, FL 34275 �$ (941)-480-1600 g SGD-5570 NTS 14OF21 MD-5570W.0 �$ A OL CERT. OF AUA79M �l WINDOW 3-TRACK 90' CORNER *CV ANCHOR LOCATIONS V (USE WHERE'CS IS SPECIFIED) � 11 F1 t1 H 1 3-TRACKGO EXTERIOR •Ci'ANCHOR LOCATIONS A (USE WHERE "C3' IS SPECIFIED) HEAD 135° CORNER CLUSTER ANCHORS LAYOUT: SILL 135° CORNER CLUSTER ANCHORS LAYOUT: F�LO� �P35 IXTAC`020ETFHE11 ' ANCHOR LOCATIONS: 135° 0322- 4" 4" 4' 0 0 ®RIOR LLL ff„ Heemsiu 1 Jamb 5 4^ EXTERIOR 4„ EXTERIOR P-hook 7 2-TRACK 135° CORNER 2-TRACK 135' CORNER 2--TRACK CORNER ID 2-TRACK 135' CORNER 'V 'C4'ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS RL (USE WHERE-C3- IS SPECIFIED) (USE WHERE "C5' IS SPECIFIED) CWANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS (USE WHERE'C3' IS SPECIFIED) (USE WHERE. -CS- IS SPECIFIED) 4° 4" 5? 0 4„ 4" 4" EXTEnRRII�OR - - - -E--EXT�ERLI,OR - -- ---" - - EXTE�R(IOR EXTERIOR - V v 3.2Z' V 3.22" ID 3-TRACK 135' CORNER -TRACK 135' CORNER 3-TRACK 135• CORNER 3-TRACK 135' CORNER PROODCF.REVISM 'C4" ANCHOR LOCATIONS CO"ANCHOR LOCATIONS 'C4• ANCHOR LOCATIONS 'CG' ANCHOR LOCATIONS m (USE WHERE'C3' IS SPECIFIED) (USE WHERE'C5" IS SPECIFIED) �P�1o7*mh ma Fl j* (USE WHERE'C3• IS SPECIFIED) (USE WHERE "CS' IS SPECIFIED) boklioe(�o N. l EaplenyDatee 16 I t�Rt rm�ee„� LICENSE •., (�� No.58705 4" 0 4" EXTERIOR EXTERIOR EXTERIOR EXTERIOR ��� STATE OF(V�\ I�Iy 3.22" .�v ,TI, i FS ''•F(ORIDP,.•'G\�� 4-TRACK 135' CORNER 15 4-TRACK 13V CORNER 4-TRACK 135' CORNER 4-TRACK 135' CORNER " ',S'O 'C4' ANCHOR LOCATIONS 'CB'ANCHOR LOCATIONS 'C4' ANCHOR LOCATIONS "C6' ANCHOR LOCATIONS �" 7NAl. ill (USE WHERE "C3' IS SPECIFIED) (USE WHERE "C6- IS SPECIFIED) (USE WHERE -C3' IS SPECIFIED) (USE WHERE-05- IS SPECIFIED) A. LYNN MILLER, P.E. NOTES: P.E.# 58705 FIGURES PERTAIN TO THE FOLLOWING 13V CORNER 1) ALL DIMENSIONS. SHOWN ARE BASED ON MINIMUM ALLOWED. HEAD ANCHOR LOCATIONS: AAAVINYL SLIDING GLASS WINDOW NOA (LM) A .04/14/16 135" 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS Em* J ROSOWSKI Heed/Sill 1 Jamb 5 3) TRACK -TO -TRACK corrRlGHToamT GTINDUSTR'Es. INC. NO CHANGES THIS SHEET. 04/05/17 P-hook 7 DISTANCE IS 2.375" 2.375" 2.375" ALL RIGHTS RESERVED FOR ALL HEADS AND SILLS: 1070TECHNOLOGY DR N. VENICE, FL 34275 q (941H80-1600 SGD-5570 III NTS � 150F21 $� MD-5570W.0 A CERT. OF AUTH.?2om WINDOW HEAD SPLICE ANCHORS LAYOUT 0 INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS LAYOUT (c7 INTERLOCK OR ASTRAGAL:--ESPERTAINTOTHEFOLLON7NG SPLICED SILL ANCHOR LOCATIONS: SPLICE LOCATION 4" F - EXTERIOR 3 �" 2-TRACK SPLICE ANCHOR LOCATIONS (USE WHERE 'Cr IS SPECIFIED) SPLICE LOCATION 4.75". EXTIE-IRIOR 4" 1 y 3-TRACK SPLICE v 'C4' ANCHOR LOCATIONS -(USE WHERE -C3' IS SPECIFIED) -- __ SPLICE 4175" LOCATION EXTERIO=4' �J 4-TRACK SPLICE "C4' ANCHOR LOCATIONS (USE WHERE "C3' IS SPECIFIED) FIGURES PERTAIN TO THE FOLLOWING SPI= HEAD ANCHOR LOCATIONS: Head)Sill 1 Jamb 5 P-hook 1 7 SPLICE LOCATION 4" EXTERIOR 3.22" ID 2-TRACK SPLICE 'CS" ANCHOR LOCATIONS (USE WHERE -CS IS SPECIFIED) SPLICE LOCATION 4- EXTERIOR 3.22" �+ y 3-TRACKSPLICE v-CS'ANCHOR LOCATIONS (USE WHERE'C5'_IS.SPECIFIED) --- -- ID 4-TRACK SPLICE 'CG' ANCHOR LOCATIONS (USE WHERE 'CS' IS SPECIFIED) SPLICE LOCATION 4" EXTERIOR ,JZ,. 2-TRACK SPLICE �/ "C4'ANCHORLOCA71ONS (USE WHERE'C3' IS SPECIFIED) TION SPLICE LOCA 4" o EXTERIOR C �L 2-TRACK SPLICE 5 'C6'ANCHOR LOCATIONS (USE WHERE -CS' IS SPECIFIED) SPLICE SPLICE LOCATION 4" IOQATION *Q( 3.22" EXTERIOR 3-TRACK SPLICE 3-TRACK SPLICE 'C4" ANCHOR LOCATIONS •CS' ANCHOR LOCATIONS ___(USE WHERE'C3' IS SPECIFIED). __ — — —(USE WHERE'C5- IS SPECIFIED) --- - - SPLICE LOCATION EXTERIOR 3.22" �L 4•TRACKSPLICE �v/ 'C4" ANCHOR LOCATIONS (USE WHERE'C3- IS SPECIFIED) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK FOR SPLICES OCCURRING INSIDE OFA POCKET, SEE THE EXAMPLE ON SHEET 9. DISTANCE F��=2.375" DISTANCE IS 2.375" f 2.375" FOR ALL HEADS AND SILLS: 4) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. SPLICE LOCATION t4" EXTIE�R1 R 1 y 4-TRACKSPLICE v M. ANCHOR LOCATIONS (USE WHERE'C5' IS SPECIFIED) Heed/Sill I C3 1 Jamb 5 P-hook 7 •16 NLYN CENSN��('��� No.58705 ;moo �>-F �`s •'. FCORIDP..•'• �C�� NG ` ST�NAL I0 \1``� A- LYNN MILLER. RE P.E.858705 inI. NJ VINYL SLIDING GLASS WINDOW NOA (LM) ANCHOR LOCATIONS FP GHT02017 PGTINDUSTRIES.INC. NO CHANGES THIS SHEET. 34275 NTS 1,,1 16 OF 21 04/14/1( J ROSOWSKI HEADER B TO PREVE PANEL FR EXTERIOF AT EACH I P-HOOK It HEADER.' NEEDED.1 DETAILS ( EXAMPLE: 3-PANEL Ci PANEL'S RIGHT STILE TYPE PANEL LqR 'LER DTYPESSINGLESINGLE _ _FIXED ---LOCHSTILE- ASTRAGAL -ASTRAGAL INTERLOCK INTERLOCK SnLE WLHANDLE BOX OUf BOX IN RECEIVER RECEVER INTERIOROR OUT IN EXTERIOR GLAZED _ SINGLE INTERLOCK E F PP K OUT SINGLE INTERLOCK B H P A w IN STILEsTILE n RR R W J LOCKSTILE D M W/HANDLE , ASTRAGAL BDX DNT LR T U LL W "-I ASTRAGAL N T U BOX IN ax (eam, w ASTRAGAL ASTRAGAL CT CS CF Z RECEIVER a IN. 90' ASTRAGAL A T AS DF RECEIVER OUT. 1 A ASTRAGAL � /T V VS VF RECEIVER IN. 135° ASTRAGAL W T WS WF RECEIVER L TC TA TV TW =go C SC SA SV SW OXIN) S FC FD FV FW J J LEFT PANEL TYPE "F' SHOWN. RIGHT PANEL PANEL STILE STILE PANEL NOTES: 1) SEE DP/ANCHOR TABLES 1 & 2, SHEETS 7-8 FOR PANEL SIZES & DESIGN PRESSURE. 2) PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE NOT AVAILABLE. 3) MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 60". 4) PANEL TYPE MAY BE EITHER EXTERIOR (STANDARD) OR INTERIOR GLAZED, BOTH TYPES QUALIFIED BY THIS APPROVAL, SEE DETAILS SHEET 10. SCREEN PANEL TYPES c - - _DOUBLE_ INTERLOCK DOUBLE MLOCKSTILE p" C] INTERLOCK JLOCKSTILE �•--� � 4—t°vwvw'I--d_ ASTRAGAL SINGLE DOUBLE SD INTERLOCK INTERLOCK A DOUBLE , c) LOCKSTILE INTERLOCK UASTRAGAL LOCKSTILE DOUBLE SINGLE DS INTERLOCK INTERLOCK VINYL SLIDING GLASS WINDOW NOA (LM) d 04/14/1( PANEL TYPES & HEADER BLOCKS J ROSOWSKI CID COPYRIGHT02011 PGTINDUSTRIES,ING C NO CHANGES THIS SHEET. 04/05/17 ALL RIGHTS RESERVED 1070 TECHNOLOGY DR� N. VENICE, FL 34275 (941)-460-1600 SGD-557o Epp NTSjj� 17 OF 21 j z MD-5570W.0 � A CERT. OF A...296 WINDOW �T PRODUCf REVISED a* D�.dtha.Fb t. Ams&.ce No 11-0_-047D /6 e pu-de.Amce_�,,E{ zi L 1SL I t_ _ . I LYAfiv N•......... '` .. ttCENSF''•. Cat *, No.58705 -10 S A O ORID , /0NAG 1l% t``�� A. LYNN MILLER, P.E. 6.875 10.635 540 16 r-- .550 � .291 061 100 500 125 L 1.812 1.928 �- ❑ ❑ O O �r--710 1.681 F�II�-.062 930 100 da®�®�®L r -YJ®� 7Q COVER FRAME SCREW ® ANCHOR PLATE Q9 TRACK INSERT 10 INEXTENDED POCKET O 2 TRACK HEAD/JAMB © 4 TRACK SILL rol!lfl- 8.2510813 dl O �p or_ 81 a®L�®Lftj ( 3 TRACK HEAD/JAMB ® 3 TRACK SILL 10.625 5.875 -j 1.813 ❑ ❑ ❑ 81 .100 ❑ -A dQ® ®� O5 4 TRACK HEAD/JAMB O2 2 TRACK SILL 1.570 r► 1.625 - 2.833 2.368 a L1-.188 110 - Lf1 I+ 1.435 1.000 252 231 r 060 -� 2.060 .062 � 1.613 1.r :949a�pl �� T --41-- .062 11 BOTTOM RAIL 12 OUTER SILL 13 SILL TRACK 17 p_HOOK ADAPTOR O SUPPORT COVER COVER O .762 LA 5.178 100 - I .OBO 18 P-HOOK 291 .061 229 .094 125 540 540 �' 2.975 2.141 1 3.000 .075 LLL J 626 .500 ' + 1--- 2.607 y1 1.406 .329� 19 KEEPERED KEEPER 21 BAR COVER BAR ® BBAEIRNFORCEMENT Q FIXED PANEL CLIP ® PLLAREINFORCEMENT 1.595 r 1 595 C-_-_ZL ,309-- ---2:6963.4.125 .070 2.768'4002.768 2.210 .300 Li� 312.120 --.-I .182 .120 1- -.182..100 EXTENDED POCKET © AND STILE © AND STILE Q REINFORCEMENT , REINFORCEMENT, �ARE N OREMENT �INTERLOCK ADAPTER REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY REINFORCEMENT 3.452 1.472 .125 3.209 .125 2.175 .mo .300 135' CORNER ©135° CORNER ASTRAGAL PASSIVE MOUNT 2.511 2.838 ►1 0 2.073 .099 .075 4.635 4.279 .100 .090 2.116 I a� ❑ 9 ® INTERIOR JAMB COVER Lf 2.710 1 2111 1.875 �- 31 INTERLOCK 32 ASTRAGAL ADD -ON 33 AND BOTTOM RAIL 3.328 [--3.345 3.713 . ,060 090 .046 1.500 3.L 3.345 1-� .229 .065 1.170 90* CORNER 37 ASTRAGAL CAP, ASTRAGAL CAP, ASTRAGAL R ® ASTRAGAL CAP, EXTERIOR INTERIOR EXTERIOR c919 --4-= .060 .919 41 90' CORNER ASTRAGAL CAP, INTERIOR NOTES: 1) SEE SHEET FOR SILL RISERS. 2) SEE SHEET 20 FOR SCREEN PARTS. 3) ALL DIMENSIONS IN INCHES. - 1.912 912 .210 .252 ---1 .173 f .065 �1 I VINYL SLIDING GLASS WINDOW NOA (LM) 0 04/14/1E 1.261 •062 281 � 1.261 1.261 1.261 [� EXTRUSIONS l t J ROSOWSKI 81 7/16' 1-1/16' 1-1/1 1-3/16 O7/16' ® g3 ® coPvwGNr®7A1T PGTINDUSTRtES,�ND. NO CHANGES THIS SHEET. 04/05/17 SQUARE BEAD BEVELED BEAD BEVELED BEAD OGEE BEAD OGEE BEAD ALL RIGHTS RESERVED 1070 TECHNOLOGY DR N. VENICE, FL 34275 SGD 5570 (941)-480-1600 NTS y 18 OF 21 Jill MD-5570W.0 j A C RT-D Af . CJMRR WINDOW u PRODUCPREVIM bMtmPtQ�.vb4 t4 Ph" AroeP�MeeNo 0 Zo- /(o E+P�nPrte 2 :"```\�ON CENSF��'�� * No. 58705 b = �0��.• stdt��•���� OZONAL IEN.�. & LYNN MILLER, P.E. P.EJA5sn5 1) INSTALL `11� HEADER BLOCK TO HEAD CLIP INTO 2) INSTALL JAMB TO HEAD (4}ANCHOR CLIP INTO ATTACHMENT �o TYPE AS USED PANEL a FRAME JAMB INSTALL ONE BLOCK AT EACH Ey HEADER ASSEMBLY �J IN INSTALLATION, STILE & SUBSTRATE, INTERLOCK. AT ASTRAGAL, BLOCK 0 TABLE A, SHEET 1 SEE TABLE 1 INSTALL ONE BLOCK THAT (3) #10 X n SPANS BOTH PANELS. SEE S3 /i SHEET 17 FOR INSTALLATION (3) #8 X 1.5" SMS DETAILS OF ADDITIONAL I ss 1"SMS O q o o HEADER BLOCKS. I i a d o FIXED PANEL CLIP � FIXED INSTALL ONE CLIP AT THE (2) 1/4" za PANEL MIDSPAN OF EACH FIXED � X 2-1/4" SMS PANEL -TO -FRAME JAMB LOCATION. #8X1^60)-7 II III ICI II i � ll/ KEEPER TO JAMB ATTACHMENT A 1 I AUH VVI I H Wb X 1-1/4- @ 34-1/2" MAX O.C. NZ (4) #10 X of �oDUtrsEVl the 2" SMS ee Ll bum rCode INTERLOCK INTERIOR AcecpleoecNO 17-0-42200• -16 CLIP COVER %� s` L D°t "+'� �' \ INTERLOCK NOTES EXTERIOR rodeo¢ 24 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. REINF. PLATE ++' I "' 1 , 2) SEE SHEETS 11-16 FORANQHOR BOTTOM RAIL 84 #10 X LOCATION 3) SEE TABLES 1 & 2 FOR REINFO CEMENT REQUIREMENTS. `.`�p......... .... 1 i,,�' SUPPORT +� 2-1/2" SMS 4) CONTINUOUS ANCHOR PLATE, ITEM #8, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. �C��•' �ICENSF • ���� (2) #10 X 1" SMS THROUGH SUPPORT, sz VINYL SLIDING GLASS WINDOW NOA (LM) a 04/14/16 * : // No. 58705 _ INTO PANEL PANEL L ACCESSORIES INSTALLATION �� J ROSOWSKI � .• e3 # ��z snns ASSEMBLY ® z p�=. (�:' INTERLOCK SILL RETAINER @ ALL PANEL CORNERS COPYRIGHT02017 PGTINDUSTRIES,INC. CORRECTED #96 dg 04105/17 � � "' "t ORIDP CLIP ATTACHMENT ALL RIGHTS RESERVED S C,�.�� INSTALL ONE ASSEMBLY AT EACH INTERLOCK WELDFASTENERSEMBLY 1N.VENICE,TECHNOLOGY FL342 DR �'�%S;0NAL+E��`� sGD-557o NTS 19 OF 21MD-5570W.0 A CERT. OF 80-1600 1111 0. LYNN MILLER, PF CERT. OF AUTH. N2e2Be WINDOW � 1 � P.E1158705 BOX SCREEN DETAILS: HORIZONTAL SECTION EXAMPLE - - -- .875 - -- - .875 — 1.993 N 1.W3 VERTICAL SECTION EXAMPLE ­4—.062 OBOX 1D3 SCREEN INTERLOCK 1.593 .055 �I F�-.372 OBOX 10� SCREEN SNAP -ON BUG FLAP EXAMPLE II 1.874 r 306 055 � 1.487 106 BOX SCREEN t07 BOX C EIEN ASTRAGAL SILLADD-ON ADAPTER t 1.833 II n OBOX SCREEN 1Os OXO ASTRAGAL ADAPTER T1.4�87 r- 1.510 II O60 (BBOX SCREEN HEAD AND JAMB ADD -ON STANDARD SCREEN DETAILS: HORIZONTAL SECTION EXAMPLE 32 131 121 122 HORIZONTAL SECTION EXAMPLE I._- - j r--1.081 m J 1.202 I •-�y� 1.778 1.7 78 - — - ____ 935-- -- .050 .050.045 TEEN 121 SCREEN 12z SCREEN OXO WE SIDE RAIL, ASTRAGAL L LATCH ADAPTER .725 1.435.765 7F_ K � .040.052 123 SCREEN VINYL ASTRAGAL ADAPTER 12a FRAME SILL SCREEN ADD -ON PgODUcr �pf iind Y AocePtwecno t,Z0•/6 �p�1aliM Dote o VERTICAL SECTION I I I I" ",' EXAMPLE NOTES: 1) ALL DIMENSIONS IN INCHES. `�`�ONY LYNly P�� ,.•' `JCENSF •�((� * No. 58705 $� VINYL SLIDING GLASS WINDOW NOA (LM) JAI 04/14/16 d SCREEN DETAILS Pm J ROSOWSKI )gFl •���` o'�` RIGHT02017 PGT[NO USTRIEs, INC. ALL RIGHTS RESERVED ¢� NO CHANGES THIS SHEET. �g 04/05/17 • "'A � '•�O tOA,.•• ,'�S,;0,NAL CHN GY DR OLOICE, $ N. VEN370 FL (941)-480-1600 CERT. OF Al17H-8T92SIG tENG`��` a LYri r�nw ER P.E SGD-5570 WINDOW NTS g 20 OF 21 �+z S MD-5570W.0 9 A r TABLE C: # Part# Description Material 1 19001 2-Track Head/Jamb Rigid PVC 2 19002 2-Track Sill Rigid PVC 3 19025 3-Track Head/Jamb Rigid PVC 4 19026 3-Track Sill Rigid PVC 5 19027 4-Track Head/Jamb Rigid PVC 6 19028 4-Track Sill Rigid PVC 7 19009 Frame Screw Cover Rigid PVC 6 19031 Anchor -Plate 6083-TB Alum. 9 19D07 Track Insert 6083-78 Alum. 10 19084 Interlock Cap - Extended Pocket Rigid PVC 11 19036 Bottom Rail Support 6063-T6 Alum. 12 19005A Outer SIII Cover 6063-76 Alum. 13 19011 Sill Track Corer Rigid PVC 17 19032 P-Hook Adopter 6063-TB Alum. 18 19020 P-Hook 6083-T8 Alum. 19 19047M Extended Keeper 6063-TB Alum. 20 19029M Keeper 6063-TOAlum. 21 19014 Reinforcement Bar Corer Rigid PVC 22 19030 Reinforcement Bar 6005-TS Alum. 23 19037M Foxed Panel Clip 8063-T6 Alum. 24 19035M Reinforcement Plate 6063-T6 Alum. __ 25 _ 19017M__ —Top Rail, -Bottom Rail and Lockstile- - Reinlbrcemerd 6005T5Alum.- 26 19D46 Composite 27 19018M Interlock .30D Reinforcement, Sid. 6005-T5 Alum. 28 19013M Interlock .400 Reinforcement, HD 6005-T5 Alum. 29 19019M Astragal Reinforcement 600545 Alum 30 19093 Extended Pocket Interlock Adaptor 6063-TB Alum. 31 19005 Interlock Adaptor Rigid PVC 32 19008 Astragal Addon Rigid PVC 33 190D4 Panel Stile, Top/Bottom Rail Rigid PVC 34 19040 Interior Jamb Cover 6063-76 Alum. - 35 19076 135' Comer Astragal 6063-TB Alum. 36 19077 135' ComerAstragal Passive Mount 6083-TB Alum. 37 19079 135' Comer Astragal Cap - Fart. Rigid PVC 38 19080 135' Comer Astragal Cap - Int. Rigid PVC 39 19078 90' Comer Astragal 6063-76 Alum. 40 19081 90' Comer Astragal Cap - Ext. Rigid PVC 41 19082 90" Comer Astragal Cap - Int Rigid PVC NOTES: 1) ITEMS #14-16, 46-49, 5359, 73, 74 & 87-89, 98 & 99 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. # Part# Description Material 42 19085 Sill Riser-(2-1/2") 6063-TB Alum. 43 19D22A Sill Riser - (3-1/2) 8063-T6 Alum. 44 19023A Sill Riser - (4-1/16") 6063-76 Alum. 45 19024A Sill Riser -(45/8') 6063-TB Alum. 60 718609W .187' x .32V Finseal (Stile) 51 71695K 1-1/2 x 1' x 3/4' Fin Seal Dust Plug 52 71898 Dust Plug 60 419041 Interlock Clip Cover PVC 61 78153X Tandem Roller Assembly SS 62 78153N Tandem Roller Assembly Nylon 63 78X75FPTX #8 x 314' Ph. FH SMS @ Roler & Relnf. SS 64 419042 Frame Header Block Nylon 65 48052 RollerAdj. Hole Plug PVC 66 44385 4 Hole Bumper Stop PVC 67 76X114FPTX #6 x 1-1/4' Ph. FH SMS @Bumper Stop 55 68 71696G Sill Plug PVC 69 781B5X Gemini Mortise Lock w/long Trim plate Steel/SS 70 71032X1FPFX 1D32 x 1' Ph.FH MS @ Lock SS 71 varies Handle Kit Cast Zinc 72 19054 Interlock Retainer Clip Nylon 75 Kommeding 4SG TPS Spacer System _ _ _ -78- — - - Quanex Super Spacer nXr with Hot Melt Butyl See Sheet 77 Quanex Dumseal 10 for Materials 78 Cardinal XL Edge Spacer 79 Dow Coming 995 or GE-7700 Backbedding Silicorle so 19090 7/16" Square Bead Rigid PVC 81 7/16" Beveled Bead Rigid PVC 82 19044 1-1/16' Beveled Bead Rigid PVC 63 19045 1-1116' Ogee Bead Rigid PVC 84 19016 13/16' Ogee Bead Rigid PVC 85 71725K Setting Block 1/2 x 4' x 1/16', 85 +1- 5 duro. Neoprene 86 71726K Setting Black 1' x 4' x 1/16', 85 +/- 5 duro. Neoprene 90 781PSTX #8 x 1" Ph. PH SMS @ Frame Assembly SS 91 78X114PHPT41OX #8 x 1-1/4' Ph. PH SMS @ Reinf. Bar SS 92 710XIPHPTIMX #10 x 1" Ph. PH SMS @ Rail Support SS 93 71OX115PPX #10 x 1-1/2' Ph. PH SMS @ Fxd. Pnl. Clip SS 94 710X25PHPT18-8X #10 x 2-1/2 Ph. PH SMS @ ReInf. Plate/Ast. SS 95 71420X2.25FPFX #12 x 2-1/4' Ph. PH SMS @ Hdr. Block SS 96 710X1.75PPX #10 x 1314' Ph. FH SMS @ Keeper SS 97 710X34PPX #10 x 3/4' Ph. PH SMS @ Ext. Pkt. Int. SS 98 710X2PPX #10 x 2' Ph. FH SMS @ Keeper SS COPYRIGHT02017 PGTINDUSTRIES. ALL RIGHTS RESERVED 1070 TECHNOLOGY DR N. VENICE, FL 34275 # Part# Description Material 100 12256 Box Screen Top lien 6063 75 AI 101 12257 Box Screen Bottom Ran MM 75 AI 102 12268 Box Screen Side Ran 5083 T5 AI 103 6442E Box Screen Interlock 6063TSAI 104 17347A Box Screen Snap -on Bug Flop 6D6376AI 1D5 64345 Box Screen Om Astragal Adapter 6D63ISA] 108 17349 Box Screen Astragal Adapter 6D83 TS Al 107 19039 Box Screen Frame Sill Add on WM 76 AI 108 19038 Box Screen Head/JambAdd-on 6083T8Al 109 72DXIX #14.20 x 1" MS @ Top Rail SS I IV 72DX112X #14.20 x 1-1/2' MS @ Bottom Rail SS 111 717MG Wetp, .Z70" x .150' - Fin Seal 112 61805K Wstp, .18T' x .5W, @ Bug Flap 113 7SRAZ Standard Roller Nylon 114 7SRAX HD Roller SS 116 varies Screen Looking HamWare Steel 116 419D53 Screen Keeper Steel 117 78MPPA #6 x 1" Ph. PH SMS Steel 118 1BM34 Screen Spline -.150" & .165" Vinyl 119 1816C20 Screen Cloth Fiberglass TARI-F-F• _CTAMnARr1 :Cf1Prr d-- # Part Description Material 120 M33 Screen Frame Bail 6063 75 All 121 12026A Screen Frame - Side Rail (Latch) 6083 TS Al 122 17363 Screen OXD Astragal Adapter 6063 TO AI 123 4853K Screen Vinyl Astragal Adapter Rigid PVC 124 19012E Frame Sill Screen Add -on 6063 76 AI 125 BFP95K Bug Flap, 85+/-5 duro. Vinyl 126 78X112PSATS #8 x 1-1/2 Ph. PH SMS (Assembly) SS 127 712027 Comer Key Wheel Assembly (Standard) pylon 128 712027SS Comer Key Wheel Assembly (HD) SS 129 varies Screen Locking Hardware Steel 130 710X34PPSOAX #10 x 314' Ph. PH SMS @ Screen Ast. SS 131 7BX12PPSMSX #8 x 117 Ph. PH SMS @ Door Ast. SS 132 1BM314 Screen Spline -.145' Vinyl 133 1 1816C20 Screen Cloth Fiberglass VINYL SLIDING GLASS WINDOW NOA (LM) 04/14/1( PARTS LIST Sm J ROSOWSKI NO CHANGES THIS SHEET. 4904/05/17 NTS IJI 21 OF 21 loll MD-5570W.0 vinlnrrrrr 0NY.LYN�� Q�'.• LICENSE • : ��� * No.58705 �S ••F-ORIDA..•'• C� A. LYNN MILLER, P.E. P.E.# 58705 'rorida Building Code Online BCIS Home I Log In I User Registration I Hot �i011Cjd t Product Approval USER: Public User (� 6�rtrr3 � Product Approval Menu > Product or Application S[ FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email - Authorized Signature Technical Representative Address/Phone/Email; Quality Assurance Representative Address/Phone/Em' ail I Category Subcategory Compliance Method Certification Agency Validated By 11 Page 1 of 2 SCANNED BY - - St Lucie C00ty FAr AMC Submit Surcharge I Stats & Facts I Publications I contact Us I , BCIS Site Map I Links I Search > Application List > Application Detail Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated FL21179-R2 Revision 2017 Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. 0 PGT Industries 1070 Technology Drive North Venice, FL 34275 (941)486-0100 Ext22318 druark@pgtindustries.com Jens Rosowski jrosowski@pgtindustries.com Jens Rosowski 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 21140 jrosowski@pgtindustries.com Exterior Doors Sliding Exterior Door Assemblies Certification Mark or Listing Keystone Certifications, Inc. Steven M. Urich, PE 0 Validation Checklist - Hardcopy Received Standard Year AAMA/WDMA/CSA 101/IS2/A440 2011 ASTM E1886 2005 ASTM E1996 2012 Method 1 Option A r 11/15/2017 File .O.P 11/19/2017 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu2dzEOwOntq... 8/21 /2018 , +rida Building Code Online Page 2 of 2 Date Pending FBC Approval Date Approved 11/21/2017 Summary of Produefs I FL # Model, Number or Name Description 21179.1 SGD-5470 I Vinyl Sliding Glass Door (Non -Impact) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL21179 R2 C CAC SGD5470 Certification Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/11/2020 Design Pressure: N/A I Installation Instructions Other: Please see installation instructions for design FL21179 R2 II SGD5470 InstallationF Ddf pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL21179 R2 AE Prod Eva[ D 5470.pd Created by Independent Third Party: No i 21179.2 SGD-5570 I Vinyl Sliding Glass Door (Impact -Resistant) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL21179 R2 C CAC SGD5570 Certification Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 01/13/2020 Design Pressure: N/A I Installation Instructions Other: Please see installation instructions for design FL21179 R2 II SGD5570 Installationl'Ddf pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 I Created by Independent Third Party: No Evaluation Reports FL21179 R2 AE Prod Eval-SGD 5570 Ddf Created by Independent Third Party: No Back Next Contact Us :: 2601 Blair Stone Road Tallahassee FL M99 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Coovriaht 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 tfaditional 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 here . Product Approval Accepts: ® gig M Credit Card i Safe I https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu2dzEOwOntq... 8/21 /2018 ERIES 5570 IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 900/1350 CORNERS GENERAL NOTES: 1) GLAZING TYPE OPTIONS: SEE GLAZING DETAILS ON SHEET 10. 2) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PER ASTM El300. 3) ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC). 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. 5) INSTALLATION SCREWS & FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES (NOAJS): ELCO ULTRACON, CRETEFLEX & AGGREGATOR ANCHOR NOA'S, VISION EXTRUSION, LTD. WHITE RIGID PVC NOA, VE 1000 TAN 202 AND LIGHTER SHADES (NON -WHITE) RIGID PVC NOA AND BROWN COATED (PAINTED OR LAMINATED) WHITE RIGID PVC NOA REFERENCES (TEST REPORTS): FTL-6367, 6368, 6370, 6371. 6376-6380 & 8539-8545; EXOVA-10-002-792(A) & 10-006-10231: CAMBRIDGE 535753-09; 7) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC, AS APPLICABLE. 8) DRAWINGS DEPICT EXTERIOR -GLAZING, HOWEVER INTERIOR -GLAZING MAY BE SUBSTITUTED. 9) THE 5570 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 570/2770 SERIES. ANCHOR NOTES: 1) FOR CONCRETE/CMU SUBSTRATE, SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. 3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2" THICK. PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL.--- 4)_IF SILL_IS.TIGHT TO -SUBSTRATE, -GROUT -OR -OTHER MATERIAL IS -NOT REQUIRED -.IF -USED, NON -SHRINK, NON-METALLIC GROUT, MAX. 1/4" THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. INSTRUCTIONS: 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING, THE ANCHOR REQUIREMENTS FOR THE SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2, DEPENDING ON THE GLASS/REINFORCEMENT. 2) LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE, USING THE FRAME HEIGHT AND THE NOMINAL PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED, ROUND UP TO THE NEXT GREATER LISTED WIDTH AND/OR HEIGHT. 3) CHOOSE WHICH ANCHOR GROUP (A-D) IS MOST APPLICABLE. ANCHORS ARE DEFINED IN TABLE A. THIS SHEET, ALONG WITH THE CORRESPONDING SUBSTRATE, MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE. 4) FROM THE DESIGN PRESSURE TABLES (TABLES 1 OR 2), VERIFY THAT THE OPENING'S REQUIRED DESIGN PRESSURE IS MET OR EXCEEDED. USE THE ANCHOR QUANTITIES SHOWN. 5) INSTALL AS PER THE GUIDELINES OF THIS SHEET -SET. 6) ADDITIONALLY, SEE THE EXAMPLE ON SHEET 9. Group Anchor substrate Frame Member Min' Edge Diahnee Min. Embedment A 912, steel SMS (G5) or 410 S.S. SMS, (min. 11 threads P.T. Southern Pine (SG=0.55) IS Jamb 9/16" !-w -hook 9/16" 1�/8" Aluminum, 6063-T5•t:amb (0.125"min. thickness) 318' 1/8, -hook 318, 118" Sleet, A36" (0.060" min. thickness)amok lSITYJamb rHsadnS11IfJarnb 3fir 0.060" 318" 0.060' Steel Stud, A853 Gr. 33• (0.071' min. thickness) 31W 0.071' (14 Ga.) -hook 316" 0.071' (1d Ge.) 1/4" Elco Ultracon P.T. Southern PineJamb (SG=0.55) 1• 1-31W Parook 1' 1-318" 114' Elco 410 S.S. CreteFlex P.T. Southern Pine (SG=0.55) HeadlSiWJmnb 1' 1-3/8" Pawok 1' 1-31W B #12, steel woad screw (GS) P.T. SouthernPine (SG=0.55) Heed/SdUJamb 9/16" 1-318' P-hook 911W 11w 1/4' Elco Utracon Concrete (min. 2.85 ksi) P-hook 1' 1-38' Head/Sill/Jamb- " 1-3v Ungrouted CMU, (ASTM C80) Jamb 1' 1-114" P-hook 1• 1-14" C 1/4' Elco 410 S.S. CmteFlex Ungmuled CMU, (ASTM C-90) Jamb 1-314" 1-1/4' P-hook 1-3/4. 1-1/4" Concrete (min. 3.35 ksi) Heed150VJamb 1-I16" 1-314" P-hook t" 1-314' 1/4' Etco 188 S.S. Aligra-Getor Concrete (min. 722 ksi) HeadISOUJamb 1-1/2- 1-3rB" P-hook 1-11T 1_3v Un9muted CMU, (ASTM C-90) Jamb 2" 1-1/4" P-hook 2" 1-1/4' P.T. Southern Pine (SG=0.55) Head/S6VJamb 1' 1-3V P-hook 1' 1-30 D__ 1/4" Elco Ultrocon -_(ASTM-CA0) Concrete (min. 2as ksi)P-hook dlSiW.amb 241r 1-1B" 2-1/7 1-318' Ungmuted CMU,Jamb — 2-1/T 1-0M' P-hook- --- EP-hook —24rT 1-1/4' 1/4"Elco410 S.S. CreleFlex Concrete (min.3.35ksi)P-hook d/Si6/Jamb 242' 2-12" 1-3r4" I-W Ungmuted CMU,Jamb C-90) 2-VC 1-1/4"(ASTM 24re 1-1/4" Nominal Panel Size Design Certification Numbers Width Height (+) psf (-) psi 48" 120• 60 65 190-267.774 60" 96" 80 80 190-265, 787 48" 96" 100 100 190.266, 773 48" 96" 60 60 190-263, 770 60" 120' 45 1 50 190-504. 1079 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. FOR STEEL STUDS, MIN. FU=45 KSI & MIN. FY=33 KSI. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. GENERAL NOTES ............. 1 EXAMPLE CONFIGS.......... 2 INSTALL DETAILS..............3-6 DP/ANCHOR TABLES 7-8 EXAMPLE ............................9 GLAZING DETAILS ............ 10 ANCHOR LOCATIONS.......11-16 PANEL TYPES ................... 17 EXTRUSIONS .....................18 ACCESSORIES ..................19 SCREEN DETAILS ............. 20 PARTS LIST........................21 FIN ADDON INSTALL.........22-25 VINYL SLIDING GLASS DOOR FPA (LM) GENERAL NOTES NTS ICI 1 OF 25 IMPACT RATING RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE DESIGN PRESSURE RATING SEE TABLES 1, 2 & B1, B2 ON SHEETS 7 & 8 d 3/24/16 J ROSOWSKI .LY7N .�N1 �O....... * : No. 58705 U b61T -T TONAL A LYNN MILLER P.E. j MAX. UNIT WIDTH MAX. UNIT WIDTH NOM. PANEL WIDTH NOM. PANEL WIDTH MAX. UNIT WIDTH NOM. PANEL WIDTH -- MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1 8 2 —� a PER TABLES 1 & 2 PER TABLES 1 & 2 PER TABLES 1 & 2 -nr --I s D MAX. UNIT ' HEIGHT / f / �V �� �^ MAX. UNIT ' HEIGHT / ' / / / D°m e 1W MAX. UNIT HEIGHT"w ' 3 1 e MAX. UNIT HEIGHT pER , , E �o PER TABLES 1 & 2 / 12 PER TABLES 1 & 2 / / i PER TABLES 1 & 2 w TABLES 1 & 2 z � T A POCKET J roclrEr Ih J J� 1-PANEL n 2-PANEL J 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS CONFIGURATIONS CONFIGURATIONS NOM. PANEL WIDTH PER TABLES 1 & 2 — MAX. UNIT WIDTH _ MAX. UNIT HEIGHT ' a �� PER TABLES 1 & 2 h / POCKET 5-PANEL CONFIGURATIONS --MAX.-UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1 & 2 r E MAX. UNIT ' HEIGHT PER TABLES 1 &2 7-PANEL CONFIGURATI( NOM. PANEL WIDTH PER TABLES MAX. UNIT a HEIGHT PER TABLES 1 & 2 I r NOM. PANEL WIDTH PER TABLES 1 & 2 MAX. UNIT WIDTH r --I D Ilu / rPOCKET J 6-PANEL CONFIGURATIONS e r• MAX. UNIT WIDTH MAX. UNIT ' HEIGHT PER TABLES 1 & 2 J� J- CONFIGURATIONS NOTES: "X" = OPERABLE PANEL 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB "O" = INOPERABLE PANEL LOCATIONS. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN "p" = POCKET I POCKET CONFIGURATION CAN BE OXXXp. 12) 90" & 135" CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. DETAIL LETTER 1070 TECHNOLOGY DRIVE 4) FOR NOM. PANEL WIDTH, SEE TABLES 1 & 2. ® N. VENICE, FL 34275 —SHEET NUMBER (941)-480-1600 8-PANEL CONFIGURATIONS MAX. UNIT WIDTH— NOM. PANEL WIDTH PER TABLES71- &-2 — 7 MAX. UNIT HEIGHT S 15 s so PER / TABLES 1 & 2 / = s CORNER, TYP. OUTSIDE GORIER SHOWN, INSIDE CORNER SIR9lMY DLO WIDTH =OM. PANEL /16" NID HEGHTI 1/16 LY `... DLO HEIGHT DOOR - 2-1/2" HEIGHT DOOR HEIGHT �'.' �' lCPANEL N0.58705 ='O :1 = = .n ••. STATE OF : • �/ ��•'•F�ORIDA .•'•���` A L P.E.p50 OS P.E. VINYL SLIDING GLASS DOOR FPA (LM) S 3/24/16 EXAMPLE CONFIGURATIONS J ROSOWSKI SGD-5570111 NTS 1.111 20F 25 Jill FPASGD5570.2!jjg I 2X WOOD BUCKSTRIP OR FRAMING, SEE ANCHOR NOTE 3, SHEET 1 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER_ SUBSTRATE, SEE TABLE A, SHEET 1 & I NOTE 3, BELOW L EDGE DISTANCE DETAIL Al THRU V WOOD INTO MASONRY CONCRETE/CMU PER ANCHOR REQUIREMENT r— 1/4" MAX. TYP.ANCHORTYPE, r� EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW EMBEDMENT —1. EDGE / DISTANCE/ e / ANCHOR \ PLATE AT � EVERY ANCHOR LOCATION i DETAIL A2 INTO 2X WOOD 1X OR 2X WOOD BUCKSTRIP, SEE NOTE 4, SHEET 1 r— L=EMBEDMENT1 MAX. � DETAIL B1 ASTRAGAL FACING EXT. 28' O.C. r DAYLIGHT WIDTH DETAIL C1 INTERLOCK FRAME WIDTH REQUIRED IF DOOR HEIGHT IS OVER 96' METAL TYP., ANCHOR LENG DETAIL D1 TO BE A MIN. OF 3 THREADS NTo METAL BEYOND THE METAL QI IQQTDATF V _ 28 / Z_@OS@SEE NOTE 6, 1 /4' SEE NOTE 6, THIS SHEET THIS SHEET EMBEDMENT —� SEE NOTE 6, THIS SHEETk!!�L — — — — — H RS / _ #8 X 3/4" SMS REINFORCEMENT SCREW; 7 63 PER STILE, LOCATED AT CENTERLINE AND 6'. HORIZONTAL SECTION (XXX SHOWN) _ 9' & 12- FROM ENDS (FACTORY INSTALLED). DETAIL C2 DETAIL D2 ` INTO MASONRY - - - DETAIL B2 AL ASTRAGAL INTERLOCK _ FACING REQUIRED IF DOOR DAYLIGHT 21 HEIGHTISOVER 96', EMBEDMENT -1/4" — ___ — — - — - - MAX. OPENING—�= WIDTH 22 1 EDGE DISTANCE NTERIOR SEE NOTE 6, THIS SHEET28 R26TYP. ANCHOR TYPE, AmL 93 23 6 EMBEDMENTAND31EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET d o d 1 & NOTE 3, BELOW tAl�_ IRIOR PANEL WIDTH CONCRETE/CMU PER ASTRAGAL MAY BE HORIZONTAL SECTION (XO SHOWN) ANCHOR REQUIREMENT INSTALLED IN EITHER FIXED PANEL CLIP & INTERIOR OR —A SEE EXTERIOR DIRECTION. NOTES NC O ETAILS APPLY TO 2 3 AND 4 TRACK CONFIGURATIONS REINFORCEMENT TYPES (SEE NOTE 6 THIS SHE DETAIL SHEET 19 ALL PARTS IDENTICAL. 1) D 2) REFER TO ANCHOR NOTES, SHEET 1. 3) SEE SHEET 13 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR QUANTITIES, SEE TABLES 1 & 2. FOR ALL LOCKSTILES, ASTRAGALS, FI%ED 2s STILES AND O 4) CONTINUOUS ANCHOR PLATE, ITEM #8, IS REQUIRED AT ALL HORIZONTAL RAILS 1 FRAME ANCHOR LOCATIONS. 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD -ON. 6) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. ALL IN ERLOCKSS3 Q REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF ONLY t O 1070 TECHNOLOGY' N. VENICE, FL 34275 THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS. STANDARD 7) SEE SHEET 20 FOR SCREEN DETAILS. HD (941)-480-1600 CERT. OF AUTH. #29 VINYL SLIDING GLASS DOOR FPA (LM) INI 3/24/16 INSTALLATION, HORIZONTAL X-SECT.11 �j J ROSOWSKI NTS 41 3 OF 25 EDGE DISTANCE EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW "", 1`` 0NON C..... * YNAI No.5870510 STAWol' •lL�: i ONAL1EN��`` A- LYNN MILLER P.E. P.E.0 58706 DETAIL E1 TYP. ANCHOR TYPE, EMBEDMENT DETAIL E2 DETAIL E3 DETAIL E4 INTO MASONRv AND EDGE DISTANCE PER INTO WOOD INTO MASONRY INTO METAL MULLION, ALUMINUM/STEEL 1X BUCKSTRIP SUBSTRATE, SEE TABLE A, SHEET FRAMING OR STEEL STUD. MAY 1 & NOTE 3, THIS SHEET 2X WOOD BUCKSTRIP OR TYP ANCHOR TYPE, EMBEDMENT — BE VERTICAL OR HORIZONTAL. -FRAMING, SEE ANCHOR AND EDGE DISTANCE PER CONCRETE/CMU PER SEE SUBSTRATE PROPERTIES, CONCRETE/CMU EDGE NOTE 3, SHEET 1 \ANICHOR REQUIREMENTPERANCHOR DISTANCE SUBSTRATE, SEE TABLE A, SHEETTABLE A, SHEET 1 REQUIREMENT EDGE 1 & NOTE 3, THIS SHEET EDGE + DISTANCE DISTANCE I • e • • EMBED- � EDGE DISTANCE —� lEMBEDMENT �, �'"•EMBEDMENT I r EMBEDMENT MENT J e 1/4" MAX. J 1/4" MAX. n lX OR 2X WOOD BUCKSTRIP, SEE S0 ANCHOR NOTE 3, T SHEET 1 8 /'TT \ � 80 � FOR / LOCKSTILES, ASTRAGALS. FIXED STILES AND _ HORIZONTAL ANCHOR PLATE AT RAILS EVERY ANCHOR LOCATION DAYLIGHT OTHISSHEET OPENING _FRAME- SEE- HEIGHT HEIGHTNOTE 6, !I � EXTEF 1 o r- zs EXTERIOR 61 OR s2 25 OR 26 1/4" MAX 33 GROUTAS 9 NEEDED, SEE 13 50 ANCHOR NOTE z 5, SHEET 1 12 e 0 1/4" MAX. EMBED- ' EMBEDMEN4DI MENT 1/4" MAX. 1/4" MAX. 1 /4" MAX. `U) /TYP. ANCHOR TYPE, EMBEDMENT AND / TYP. ANCHOR TYPE, EMBEDMENT AND e L— EDGE DISTANCE PER SUBSTRATE, SEE L EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, THIS SHEET TABLE A, SHEET 1 & NOTE 3, THIS SHEET NOTES 1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2) REFER TO ANCHOR NOTES, SHEET 1. 3) SEE SHEETS 11 & 12 FOR ANCHOR LOCATION & SPACING, #8 X 3/4" SMS REINFORCEMENT FOR ANCHOR QUANTITIES, SEE TABLES 1 & 2. DLO WIDTH = NOM. PANEL WIDTH - 8-9/16" SCREW; 3 PER RAIL, LOCATED AT 4) CONTINUOUS ANCHOR PLATE, ITEM #11, IS REQUIRED AT DLO HEIGHT = DOOR HEIGHT-11-1116" CENTERLINE AND 9" FROM ENDS ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT = DOOR HEIGHT -2-1/2" (FACTORY INSTALLED) 5) SEE SHEET 20 FOR SCREEN DETAILS. 6) SEE TABLES 1 & 2 FOR REINFORCEMENT -REQUIREMENTS. .PANEL — ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL HEIGHT SILL RISER LENGTH OF THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS. VARIES WITH REQUIRED POSITIVE DESIGN PRESSURE, SEE SHEETS 7 & 8. .390 �1 —• 390 1.793 il42 SHOWN 42 #43-45 ALSO APPLY .823 T 2.887 1.917 .060 2-1 /2" = TOTAL .060 —« SILL HEIGHT SILL RISER az SILL RISER 43 { (Z-1/2" TOTAL (3-1/2" TOTAL �J SILL HEIGHT) SILL HEIGHT) EDGE I d TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, I ,.{ , y DISTANCE EMBEDMENT AND 2X WOOD BUCKSTRIP OR EMBEDMENT AND LJ \ \� L�� EDGE DISTANCE FRAMING, SEE ANCHOR EDGE DISTANCE J'� 1070 TECHNOLOGY CONCRETE/CMU PER SUBSTRATE, NOTE 3, SHEET 1 PER SUBSTRATE, PER ANCHOR DETAIL F1 SEE TABLE A, REQUIREMENT INTO MASONRY SHEET 1 & NOTE 3, THIS SHEET IDETAIL F21 INTO WOOD E TABLE A, SHEET 1 & NOTE 3, THIS SHEET N. VENICE, FL 34275 (941)-480-1600 CERT. OF AUTH. #2l .390 .390 f 2.947 2.370 3.464 4.041 L .060 =1 .060 44 (SILL RISER SILL RISER 44/16" TOTAL 45 (4-5/8" TOTAL SILL HEIGHT) SILL HEIGHT) VINYL SLIDING GLASS DOOR FPA (LM) IMI 3/24/16 INSTALLATION, VERTICAL X-SECT. J.- J ROSOWSKI NTS III 4 OF 25 * ; No. 58705 '�D it %0�'•. STA OF +"l,',70NALIENG.��. A. LYNN MILLER, P.E. KEA 58705 t � © 4•m � 4� m . t ©•4 � ©momI "S 7 � � J `•`� 7J;r «=WIN �! I' k!ill I If I EXTERIOR ` EXTERIOR i v 135° O `i <, o 90° 33 39 DETAIL G1 F\ �� DETAIL H1 ❑� 135° ��O,P MAX 19.6' O.C.(9G �° oL! INSIDE CORNER OO INSIDE CORNER a EXTERIOR i O INTERIOR 41 EXTERIOR t E SHEET 19 �OO 135` C? INTERIOR NOTES 1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2) SEE SHEETS 14 & 15 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR ss oR 2s 001§ QUANTITIES, SEE TABLES 1& 2. 33 39 3) CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR ,.`��NY LYl y�y DEPENDING ON CONFIGURATION. ���� .01AY ENS MAX 1 R.5' O.C. 96 F••.! i DETAIL G2 EXTERIOR � •. 135° MAX 3.5° O.C. 19 9B ((''�� VINYL SLIDING GLASS DOOR FPA (LM) 3/24/16 * i No. s870$ OUTSIDE CORNER SEE SHEET 19 69 V ; CORNER ASTRAGAL HORIZ. X-SECT. b• J ROSOWSKI t$ 70 ( 0OF j,7 6 1070 TECHNOLOGY DRIVE m m� %,�iSS,� •.°R!�P.• 'G�ZF�. (941) 480 16 0N. VENICE. FL 34275 c� ig 'i,1�NALiENt�`� j CERT. OF AUTH. #29296 SGD-5570 � NTS ; 5 OF 25 1 FPA-SGD5570.% A L P EMS ER P.E. OPTIONAL NON- DETAIL 11 STRUCTURAL INTO MASONRY ANCHORS FOR 4 INTERIOR POCKET �o INTERIOR 21 JAMB et SEE FIG 1, INTERIOR POCKETS MUST INCLUDE A NONSTRUCTURAL, THIS SHEET FRAME JAMB TO REDUCE THE ` POSSIBILITY OF WATER INFILTRATION. 1/4` MAX POCKET BY OTHERS, SEE r NOTE 6 BELOW. • :EMI aRI EXTEOR s ^ MI, TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW DETAIL 12 INTO MASONRY EDGE TYP. ANCHOR TYPE, EMBEDMENT DISTANCE —~ AND EDGE DISTANCE PER % SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW . T. EMBEDMENT EXTERIOR D• OPT. ANCHOR CONCRETE/CMU EDGE PER ANCHOR DISTANCE REQUIREMENT INTERIOR POCKET EXTERIOR n 1/4` MAX. V SEE FIG 1, THIS SHEET 31 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER EXTERIOR POCKET CONCRETE/CMU PER ANCHOR REQUIREMENT OPT. ANCHOR YNUrtCI ,nIC+ILUVnJ NI YUUM1C IJ: FOR DOOR HEIGHTS 96" AND LESS: 37 �I d FOR DOOR HEIGHTS OVER 96" f0 97 21.9" MAX. O.C. METAL TYP., ANCHOR LENGTH SUBSTRATE, SEE TABLE A, SHEET 1- TO BE A MIN. OF 3 THREADS & NOTE 3, BELO BEYOND THE METAL SUBSTRATE - - EDGE 2X WOOD BUCKSTRIP OR DISTANCE +� FRAMING, SEE ANCHOR EDGE I NOTE 3,SHEET I DISTANCE OPT. ANCHOR DETAIL 13 OPT. ANCHOR INTO METAL I EMBEDMENT 17 OPT. n OPT. EMBEDMENT 114" DETAIL 14 1/4" MAX. MAX. o o INTO WOOD q EXTERIOR V 10 SEE FIG 1, SEE FIG 1, d THIS SHEET 31 d THIS SHEET 30 22 fl EXTERIOR 26 21 91 �7 NY LY EXTERIOR POCKET ��0...... NNM�,, EXTERIOR POCKET : �.•' UCENSF•. (�� NOTES 4 VINYL SLIDING GLASS DOOR FPA (LM) A 3/24/16 z 7t : G{ NO.58705 1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. P-HOOK EXAMPLES, HORIZ X SECT. J ROSOWSKI /I ��I(,2) REFER TO ANCHOR NOTES, SHEET 1. STf 3 SEE SHEET 13 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR QUANTITIES, SEE TABLES 1 & 2. ® < < a • 4) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. �i�s ��RIDP•.. ' �_�� 5) INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. N. VENICE FO 3042 SDRIVE /DA/ALIE%N% 6) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS (941)480-1600 AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. SGD-5570 NTS 6 OF 25 $ FPASG05570. A. LYNN MILLER. P.E.CERT. OF AUTH. #29296 P.EM 68705 Design Pressure (DP) and Anchor Quantifies Required, (far all approved configurations on Sheet 2) Use this table for. Door Unit Height Glass Types 1, 3 or 80' 84" 96' 6845/16" DLO Height 72-15/16' DLO Height 84-15116' DLO Height Astragal Reinforcement #29 Anchor Group Anchor Group Anchor Group Lockstile Reinforcement #25 or #26 Std. Interlock Reinforcement #27 A 1 B 1 C I D A 1 13 1 C 1 D A B CL D DesignPressuie +60/-Wpsf +60/-60psf +60/-60psf 24' 191/B' DLO Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 Width Jamb 5 5 5 5 5 5 M M 5 5 P-hook 7 7 7 7 7 7 B I 8 Design Pressure +60/•60psf +60/-60psf +60/-Wpsi 25118' Head/Sill C3+1 C3+1 I C3+1 C3+1 q+t C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 30° DLO Width Jamb 5 5 5 5 5 5 5 5 5 5 5 5 t ;; P-hook 7 7 7 7 7 7 7 7 8 1 8 8 8 Design Pressure +60/-60 psf +60/ 60 psf +60/-W psf ZD 31-1/6" DLOJamb HeadfSill C3+1 C3+1 C3+1 q+1 C3+1 C3+1 C3+1 C3+1 C3+1 I C3+1 I C3+1 I C3+1 If 36' 5 5 5 5 5 5 5 5 5 5 5 5 Width P-hook 7 7 7 1 7 7 7 7 7 8 1 6 1 8 1 6 E Design Prassure +60/-60psf +60/-60ps/ +60/-60psf Z 37-1/8' Head/Sill q+1 q+1 q+1 q+1 q+1 q+1 q+1 q+1 q+1 q+1 q+1 C3+1 42' DLO Width Jamb 5 5 1 5 1 5 5 5 5 5 5 5 5 5 P-hook 7 7 1 7 1 7 7 1 7 7 7 8 8 8 8 Design Pressrne +60/ 60 ps/ +60 / 60 psf +60 / 60 psf 4B° `t31/8' DLO Head/Sill q+2 q+1 q+1 C3+1 q+2 q+1 q+1 C3+1 C5+2 - q+1 q+1 C3+1 WLO Jamb 5 —5_- —5— —5— —5— 5— 5 5 5 5 6 5 -- - -- P-hook 7 1 7 7 1 7 7 V 7 1 7 1 7 8 1 B 1 8 1 8 " USED IN EXAMPLE ON SHEET 9 TABLE NOTES: 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 AND TABLE B1 DETERMINES THE WATER LIMITED (+) OP. 2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL RISER IS NOT REQUIRED; OTHERWISE, +DP'S SHOWN IN TABLE 1 MAY BE USED. 3) SEE SILL RISER TYPES ON SHEET 4. 4) SHEET APPLIES TO 2, 3 AND 4 TRACK CONFIGURATIONS. 5) REFER TO ANCHOR NOTES, SHEET 1. 6) SEE SHEETS 11-16 FOR ANCHOR LOCATION & SPACING ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE A. /SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. THE MAXIMUM DP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE / CONSIDERED, SEE TABLE B1, THIS SHEET. f # OF ANCHORS THROUGH THE HEAD & SILL. (EX: FOR C3+1, 3 ANCHORS CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). ~� TOTAL # OF ANCHORS THROUGH THE JAMB. THE # OF ANCHORS REQUIRED THROUGH THE P-HOOK, PERPENDICULAR TO THE GLASS. TABLE R1, Water -Limited (+) Design Pressure S111- Riser Nom. SRI Height -Mex. (+) DP - Allowed None 1-11116' See Note 2 42 2-1/2' +38.7 psf 43 3-1/2' +60.0 psf 44 4-1/18' +80.0 psf 45 4-V8' 1 +60.0 psf 1070 TECHNOLOGY N. VENICE, FL 34275 FIG 1: DOOR ASSEMBLIES = INSTALLED WHERE THE OVERHANG (OH) LENGTH IS EQUAL TO OR GREATER THAN = O THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. DLO WIDTH = NOM. PANEL WIDTH - 8-9/16" DLO HEIGHT = DOOR HEIGHT-11-1/16" PANEL HEIGHT = DOOR HEIGHT - 2-1/2" VINYL SLIDING GLASS DOOR FPA (LM) IMI 3/24/16 DP & ANCHOR QUANTITY TABLE IN J ROSOWSKI NTS 111 7 OF 25 ONY LYNj� '�.. AAN...... 4kj * : No.58705to ' :gyp •'_ srn tit ` <u�: 1,,, 91NIAL A. LYNN MILLER P.E. 1 /1OLC G. Design Pressure (DP) and Anchor Quantities Required Use this table for. Glass Types 2 or 4 Astragal Reinforcement #29 Lockstile Reinforcement #25 HD Interlock Reinforcement #28 Door Unit Height M. 84' 96" 106" 120" 66-15/16" DLO Height 72-15fl6' DLO Height 84-15/16 DLO Height 96-15116' DLO Height 106.15/16' DLO Height Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A 1 B 1 C D A I B I C I D A B C D A I B C D A I B 1__C__t D Design Pressure +100/-100psf +100/-100psf +100/-100ps/ +60/-65psf +60/ 65ps/ T24- 19-1/8' DLO Width Head/Sill C3+1 C3+1 C3 11 C3+1 C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 Jamb 5 5 5 5 5 5 5 5 5 1 5 5 1 5 6 6 6 6 1 6 6 1 6 1 6 P-hook 7 7 7 7 7 7 7 7 8 1 8 B 1 8 91 9 1 9 9 10 10 1 10 1 10 Design Pressure +100/-100psf +100/-100psf +100/-100psf +60/-&5ps/ +60/-65psf 2S1l8' Head/Sill C5+1 1 C3+1 1 C3+1 I C3+1 C5+1 I C3+1 1 C3+1 1 C3+1 C5+1 C3+1 C5+1 C3+1 C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 Width Jamb 5 5 1 5 1 5 5 1 5 1 6 1 5 5 5 7 5 6 6 6 6 6 6 6 1 6 P-hook 7 7 7 7 7 7 7 7 B 8 8 8 9 9 9 9 10 10 10 10 Design Pressure +100 /-100 psf +100 / -100 psf +100 / -100 psf +60 /-65 psf +60 / -85 psf 31-1/8' Head/SIII C5+2 C3+1 C5+1 C3+1 C5+2 C3+1 C5+1 C3+1 C5+2 C5+1 I C5+1 C3+1 C5+1 I C3+1 C3+1 C3+1 C5+1 C3+1 C5+1 C3+1 36" DLO Width Jamb 5 5 6 5 5 5 6 5 5 5 7 5 6 6 6 6 6 6 6 6 L P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 Design Pressure +100 / -100 psf +100 / -100 psf +100 /-100 psf +60 / •65 psf +60 /-65 psf 37-1/8' Head/Slll C5+2 C3+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 CS+2 C5+2 C5+2 C3+1 C5+1 C3+1 C5+1 C3+1 C5+1 C5+7 C5+1 C3+1 a° 42° DLO Jamb 5 5 7 5 5 5 7 5 5 5 8 5 6 6 6 6 6 6 1 7 6 Width P-hook 7 1 7 7 7 7 7 7 7 8 6 8 B 9 9 9 9 10 10 1 10 10 a Design Pressure +100/-100psf +100/-100ps1 +92/-92psf' +60/-65psf +60/-65psf 43-1/8" Head/Sill C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C6+2 C5+2 C3+1- C5+2 C3+1 C5+2 C5+1 C5+2 C3+1 46' DLO Width Jamb 5 5 — 7 -- 5__ 5- -- 5- ---8- - 5" - 5 5 9 5 6 6 7 6 6 6 1 8 6 — _ P-hook 77 7 1 7 7 1 7 8 8 6 1 8 9 9 9 9 9 9 10 10 10 10 Design Pressure +80/-80psf +80/-80psf +80/-80psf +45/-Opsf +45/30psf 49-1/8' Head/Sill C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 54° DLO Width Jamb 5 5 6 5 5 5 7 5 5 5 B 5 6 6 6 6 6 6 7 6 P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 1 10 1 10 1 10 1 10 Design Pressure +80/-80psf +80/-80ps/ +60/-80psf +45/-Ojos/ 1 +45/S0 psf 55118" Head/SIII C5+3 C3+2 C5+3 C3+2 C5+3 I C3+2 C5+3 I C3+2 C5+3 C6+2 C5+3 C3+2 C5+2 C5+2 I C5+2 C5+2 I C5+2 C5+2 C5+2 C5+2 60" DLO Jamb 5 5 6 1 5 1 5 1 5 1 7 5 5 5 1 8 1 5 1 6 6 6 6 6 6 1 7 1 6 Width P-hook 7 7 7 7 7 7 7 7 8 B B 8 9 9 9 9 10 10 10 10 +r-100.D YAr FOR ANCHOR Grwura o, i a u. ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE A, SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. THE MAXIMUM DP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE ��CONSIDERED, SEE TABLE B2, THIS SHEET. o OF ANCHORS THROUGH THE HEAD & SILL. (EX: FOR C3+1, 3 ANCHORS r— CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). TOTAL # OF ANCHORS THROUGH THE JAMB. THE # OF ANCHORS REQUIRED THROUGH THE P-HOOK, PERPENDICULAR TO THE GLASS. FIG 1: = DOORASSEMBLIES INSTALLED WHERE THE w OVERHANG (OH) LENGTH IS = EQUAL TO OR GREATER THAN = 0 THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. TABLE B2: Water -Limited (+) Design Pressure Sill Riser Nom. Sill Height Max. (+) OP Allowed None 1-11116' See Note 2 42 2-1/2' +38.7 psf 43 3.117 +60.0 psf 44 4-1/16" +80.0 psf 45 4518" +100.0 psf DLO WIDTH = NOM. PANEL WIDTH-8-9116' DLO HEIGHT = DOOR HEIGHT-11-1/16" PANEL HEIGHT = DOOR HEIGHT - 2-112" TABLE NOTES: VINYL SLIDING GLASS DOOR FPA (LM) A 3/24/16 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 AND TABLE 82 DETERMINES THE WATER LIMITED (+) OR DP & ANCHOR QUANTITY TABLE 14-J ROSOWSKI 2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL RISER IS NOT REQUIRED; OTHERWISE, +DP'S SHOWN IN TABLE 2 MAY BE USED. 3) SEE SILL RISER TYPES ON SHEET 4. 1070 TECHNOLOGY DRIVE m 4) SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. N. VENICE, FL 34275 5) REFER TO ANCHOR NOTES, SHEET 1. (941)480-1600 q 6) SEE SHEETS 11-16 FOR ANCHOR LOCATION & SPACING CERT. OF AUTH. #29296 SGD-5570 NTS 111 8 OF 25 i l FPA-SGD5570.21kgl ```, j r 1 I I l I r r r rr(ply LYNIV Z.* ; No. 58705 = ITA 6/6 S+ CG �. r; 01NALIEN.�. A LYNN MILLER, P.E. EXAMPLE: Q 3-PANEL, 3 TRACK, STRAIGHT CONFIGURATION - PX)M INTERIOR MOUNT POCKET, 48" X 84" NOM. PANELS, FRAMEJAMB REQUIRED HEAD SPLICE INTERIOR (� INTERIOR POCKETS I. CENTERLINE CENTERLINE OF INTERLOCK r CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL CENTERLINE ANCHOR INFORMATION.NE COF INTERLOCK ENTERLI LAMINATED, IG GLAZING, ANCHOR GROUP A IN WOOD SUBSTRATE, MAX. of PANEL t L oFPANEtz �OFPANEL 3 PROJECT DESIGN PRESSURE REQUIRED:+48.2/-58.6 PSF ri I — I OPT. ANCHC TO AID AUGNMEI EXT C OPT.ANCHC TO AID ALIGNMEI POCKET BY OTHERS.SEE NOTE 6, SHEET6 f EXTERIOR SPLICE NOTE: NON-STRUCTURAL ANCHORS MAY BE ADDED IN -FIELD AS NEEDED TO ALIGN THE HEAD OR SILL IF SPLICE OCCURS WITHIN A POCKET. '+2•J ANCHORAGE, SHEET 12 ,CL, CLUSTER SHEET 12 SEE POCKET JAMB INSTALLATION ON SHEETS 4 SILL SPLICE INTERIOR 6" CENTERLINE MAX. I OFPANEL t POCKETBY o 0 OTHERS, SEE NOTE 6, lo 0 SHEET6 +2' ANCHORAGE, SHEET 11 ,p, CLUSTER, _--SHEETII 21.6" FRAME JAMB - - - SEE POCKET JAMB MAX. _ --- -- REQUIFiEDQ INSTALLATION ON D.C.- - - INTERIOR POCKETS SHEET 6 1) KNOWING THE PRODUCTS REQUIREMENTS, SCAN THROUGH TABLES 1 & 2 FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF +48.21-58.6 AT A NOM. PANEL SIZE OF 48" X 84". FROM TABLE 1, SHEET 7, THE DESIGN PRESSURE IS +601-60 WHICH EXCEEDS THE PROJECT DESIGN PRESSURE REQUIREMENTS - FOR WOOD INSTALLATION USING ANY I HeedlSiQ I C3+2 ANCHOR IN GROUP A (SEE TABLE A), TABLE I Jamb 1 5 1 SHOWS ANCHOR REQUIREMENTS OF: I P4mok 7 6' MAX. P-HOOK JAMB ANCHORAGE ANCHORAGE DETAILS DETAILS FOR PRODUCT REFERENCES, ALSO SEE: A) SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LOCATIONS OF CROSS-SECTION DRAWINGS. B) SHEET 10 FOR SPECIFIC GLAZING TYPES. C) SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. D) SHEETS 4 & 18 FOR EXTRUSION CROSS-SECTION DRAWINGS. E) SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. F) SHEET 21 FOR A BILL OF MATERIALS. 2) ANCHOR LOCATION DETAILS, CAN BE FOUND ON: HEAD (CLUSTER ANCHORS): SHEET 12 FOR THE"CT' CLUSTER ANCHORS AT THE INTERLOCK/ASTRAGAL. HEAD (INTERMEDIATE ANCHORS): SHEET 12 FOR THE "+2 ANCHORS AT THE MIDSPAN OF EACH PANEL. SILL (CLUSTER ANCHORS): SHEET 11 FOR THE "C3" CLUSTER ANCHORS AT THE INTERLOCK/ASTRAGAL. SILL (INTERMEDIATE ANCHORS): SHEET 11 FOR THE "+2 ANCHORS AT THE MIDSPAN OF EACH PANEL. JAMB: 5 ANCHORS, SHEET 13 FOR GEN. LAYOUT. P-HOOK: 7 ANCHORS, SHEET 13 FOR GENERAL LAYOUT. FFPlr 3) INSTALLATION DETAILS INTO WOOD CAN BE FOUND ON: HEAD & SILL: SHEET 4 JAMB: SHEET 3 1 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 CERT. OF AUTH. #29296 P-HOOK: SHEET 6 SHEET 12 •C3' CLUSTER SHEET 12 HEAD ANCHORAGE DETAILS PXXX (3-TRACK) CENTERLINE OF INTERLOCK 26318' MAX. g• +2"ANCHORAGE, MAX. SHEET 12 END ANCHORAGE EXTERIOR (MIN.1 ANCHOR) ID CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL OF INTERLOCK ANCHOR INFORMATION. CENTERLINE {�E CENTERLIN OF PANEL 2 I OFPANEL 3 25-W8' MAX. 1- ' +2' ANCHORAGE SHEET 1 ENDANCHORAGE (MIN. 1 ANCHOR) - SILL ANCHORAGE DETAILS PXXX (3-TRACK) END PANEL ANCHOR EXCEPTION: DISTANCE TO NEXT CLUSTER TO BE 25.9I6' O.C. OR LESS CENTERLINE OF END PANEL FOR SILL (SHOWN) AND HEAD, ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER 25-3/8', OTHERWISE ANCHORS ARE NOT REQUIRED AS PER THE FIGURE ABOVE: VINYL SLIDING GLASS DOOR FPA (LM) I9I 3/24/16 STRAIGHT DOOR EXAMPLE 141 J ROSOWSKI NTS 111 9 OF 25 t 6' MAX. EXTERIOR V .��'% Y LY I�''OiA� `� Pa�,•"• LICENSE ����� �` * : No.58705 •� FA bC�Fo "',',�ONAL1EN,"N A. LYNN MILLER, P.E. P.EJI 5870.9 — 1-1/16' NOM. 3/16' HS GLASS i L 7/16' NOM. r 7/16" NOM. .090' PVB 3/16" HS GLASS I 3/1(' HS GLASS 3/16' ANN GLASS 75 76 NOTES: BA .09D' PVB .090" SG 7/16' AIR SPACE 77 78 1) — BE PAINTED OOR NTR SURFACES SHALL NOT LAMINATED. 3/16' ANN GLASS PAINTED/ 3/16' HS GLASS PAINTED/ 3116" T GLASS PAINTED/ 2) PRODUCT MAY BE EITHER INTERIOR OR LAMINATED EXTERIOR GLAZED, PROVIDED THAT THE e6 61 SURFACE 69 R 61 LAMINATED O 93 LAMINATED SURFACE SURFACE "HS" SURFACE OF A LAMINATED GLAZING a EXTERIOR I— — — I a EXTERIOR I— — a ExreawR .� UNIT IS ADHERED TO THE GLAZING LEG. PRODUCT IS "EXTERIOR- I \ I PRODUCT IS'EXTERIOR- I \ I PRODUCT IS'EXTERIOR- I \ I "ANN^ =ANNEALED GLAZED' IF #81 IS 7/8- NOM. GLAZED' IF #8"l IS 7/8" NOM. GLAZED' IF 0112-83IS 7/8" NOM. TOWARDS THE EXTERIOR. I I GLASS TOWARDS THE EXTERIOR I D I GLASS TOWARDS THE EXTERIOR 0-8I I GLASS "HS" = HEAT STRENGTHENED BITE I I BITE I I BITE "T'=TEMPERED I j INTERIOR I INTERIOR 'PVB" = .090' BUTACITE® PVB INTERLAYER INTERIOR BY KURARAY AMERICA, INC. C` PRODUCT IS 'INTERIOR- I I PRODUCT IS 'INTERIOR- I I PRODUCT IS 'INTERIOR- I "SG' = .090" SENTRYGLASO INTERLAYER GLAZED' IF#80.8115 I 79 GLAZED' IF#80.81 IS I 79 GLAZED' IF#82.8318 I 7e BY KURARAY AMERICA, INC. TOWARDS THE INTERIOR I TOWARDS THE INTERIOR, I TOWARDS THE INTERIOR as 85 88 SEE NOTE Z SEE NOTE Z SEE NOTE Z THIS SREET THIS SHEET THIS SHEET GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE 3 SILICONE HOT -MELT BUM STRUCTURAL 3l16' HS GLASS - STRUCTURAL SILICONE FOAM 3/16' NOM. .090' SG - POLYISOBUTYLEN -1/4'NOM. WITH 3/16' HS GLASS - WITH DESICCANT DESICCANT _ _ _ - -- - 7/16'AIRSPACE- EXT. GLASS _ - EXT. GLASS I 3/16' T GLASS - 82 63 c] EXTERIOR INT. GLASS INT. GLASS PRODUCT IS'EXTERIOR- GLAZED' IF #8243 IS KODISPACE SUPER TOWARDS THE EXTERIOR 75 76 0 S SPACERO NXTTM 4SG TPS a INTERICR PRODUCT IS'INTERIOR- ALUMINUM GLAZED' IF#82-831S REINFORCEMENT POLYISO. DESICCANT FILL AREA TOWARDS THE INTERIOR BUMENE 5/16'NOM. 5/16' NOM. SEAL SEE E BUM & LICONE SEAL THIS SHEETT SKEET DESICCANT ROLL -FORMED FOAM STAINLESS STEEL EXT.GLASS VINT.GLASS EXT. GLASS INT. GLASS DURASEALa XL EDGETm 77 76 SPACER SPACER 1-1/16' NOM. 9/32" AIR SPACE 75 78 HEAT -MIRROR FILM 77 7e 9/32"AIRSPACE 3/16" T GLASS PAINTED/ LAMINATED SURFACE B4 1 \ D I 718" NOM. a EXTERIOR PRODUCT IS-EXTERIOR- GLAZED' IF #84 IS GLASS TOWARDS THE EXTERIOR BITE I 0 INTERIOR PRODUCT IS 'INTERIOR- 79 GLAZED'IF#841S TOWARDS THE INTERIOR. 68 SEE NOTE Z THIS SHEET GLASS TYPE 4 N. VENICE, FL 34275 (941)1180-1600 CERT. OF AUTH. #29 1.3/16' NOM. 3/1 V ANN GLASS 11 .090" PVB 3/16" HS GLASS PAINTED/ LAMINATED SURFACE 1 7/8' NOM. GLASS BITE GLASS TYPE 5 `,,1ULI11,,l ��p1Y '''.,. LYNA, �a1��•'• UCENSF •. �(� �� VINYL SLIDING GLASS DOOR FPA (LM) 3124116 * : No. 58705 GLAZING DETAILS m J ROSOWSKI 7,I� NALILL�,. SGO-5570111 NTS 111 10OF25 1 FPASGD5570.?lki ~L . # 6�•P.E I SILL CLUSTER ANCHORS LAYOUT: ASTRAGAL OR INTERLOCK CENTERLINE 4, o EXTERIOR ID 2-TRACK CLUSTER"C3" ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE 4" EXTERIOR 3.22" ID 3-TRACK CLUSTER'C3' ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE ­4 �-+— 3.22" 4-TRACK CLUSTER "CT ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE 4" o EXTERIOR 2-TRACK CLUSTER'C5' ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE 4" 0 0 EXTERIOR 15 3-TRACK CLUSTER'C5' ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE 4' o e ERIOR NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE IS 2.375" 2.375° FOR ALL SILLS: FIGURES PERTAIN TO THE FOLLOWING SILL CLUSTER ANCHOR LOCATIONS: 4-TRACK CLUSTER 'CS' ANCHOR LOCATIONS SILL "+" INTERMEDIATE ANCHORS LAYOUT: PANEL_ CENTERLINE EXTERIOR ID 2-TRACK INTERMEDIATE '+1"ANCHOR LOCATION PANEL_ CENTERLINE EXTERIOR IJ 3TRACK INTERMEDIATE "+1' ANCHOR LOCATION PANEL CENTERLINE 0 EXT�IE�IRyIOR 4-TRACK INTERMEDIATE '+1' ANCHOR LOCATION 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 PANEL CENTERLINE 4" o EXTERIOR ID 2-TRACK INTERMEDIATE '+2' ANCHOR LOCATIONS PANEL PANEL CENTERLINE o EXTERIOR 4-TRACK INTERMEDIATE '+T ANCHOR LOCATIONS CENTERLINE 4" 4�3.22' EXTIE�IRIOR v 3-TRACK INTERMEDIATE '+2' ANCHOR LOCATIONS FIGURES PERTAIN TO THE FOLLOWING SILL INTERMEDIATE ANCHOR LOCATIONS: 1-11 HP.edlSill 1 Jamb 5 P laok 7 PANEL CENTERLINE 4" EXTERIOR V 2-TRACK INTERMEDIATE •+3' ANCHOR LOCATIONS PANEL CENTERLINE 4° 0 EXTERIOR 3.22' 15 3-TRACK INTERMEDIATE '+3• ANCHOR LOCATIONS PANEL CENTERLINE _ 4'. 0 ERIOR 4-TRACK INTERMEDIATE '+3' ANCHOR LOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE IS 2.375" 2.375° FOR ALL SILLS: VINYL SLIDING GLASS DOOR FPA (LM) IMI 3/24/16 ANCHOR LOCATIONS Ab J ROSOWSKI NTS III 11 OF25 �tUN nulT�� ��"�� .• �10ENSF ��(( * : No.58705 � 0 D *= '71,'ONAL EN,``�� A. LYNN MILLER, P.E. P.E.0 68705 HEAD CLUSTER ANCHORS LAYOUT: ASTRAGAL OR INTERLOCK 4" CENTERLINE EXTERIOR 15 2-TRACK CLUSTER"C3' ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE 4„ EXTERIOR —+~ 3.22" 15 3-TRACK CLUSTER'C3" ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK 4. CENTERLINE --.-I 1-- 3.22" 4-TRACK CLUSTER "C3'ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK— 4" CENTERLINE EXTERIOR 15 2-TRACK CLUSTER'CS' ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE 4" EXTERIOR 3.22" 1J 3-TRACK CLUSTER'CS- ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK—►- 4" CENTERLINE NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED, 2) TRACK -TO -TRACK DISTANCE IS 2.375" W2.375" FOR ALL HEADS: 4-TRACK CLUSTER 'C5'ANCHOR LOCATIONS HEAD "+" INTERMEDIATE ANCHORS LAYOUT: PANEL CENTERLINE 4" EXTERIOR 3.22" V 2-TRACK INTERMEDIATE "-2'ANCHOR LOCATIONS PANEL CENTERLINE _EXTERIOR V 2-TRACK INTERMEDIATE '+T• ANCHOR LOCATION PANEL CENTERLINE EXTERIOR TL 3-TRACK INTERMEDIATE 1J 11 ANCHOR LOCATION 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 4-TRACK INTERMEDIATE '+1' ANCHOR LOCATION FIGURES PERTAIN T INTERMEDIATE, PANEL CENTERLINE 4.75" EXTERIOR I-1 3-TRACK INTERMEDIATE v '+2' ANCHOR LOCATIONS 4-TRACK INTERMEDIATE '*2' ANCHOR LOCATIONS PANEL 4" CENTERLINE EXTERIOR 1 3 22" 15 2-TRACK INTERMEDIATE •+3' ANCHOR LOCATIONS PANEL CENTERLINE 4" EXTERIOR 3.22' �L 3-TRACK INTERMEDIATE 13' ANCHOR LOCATIONS CENTERLINE -~I / 4" EXTERIOR 3,22" r y 4-TRACK INTERMEDIATE••3" v ANCHOR LOCATIONS NOTES: -OLLOWDIGHEAD 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. R LOCATIONS, 2) TRACK -TO -TRACK DISTANCE IS 2.375" t2.375" FOR ALL HEADS: HaedIS01 i 1 .lamb 5 P-hock 1 7 VINYL SLIDING GLASS DOOR FPA (LM) ANCHOR LOCATIONS B NITS 111 12 OF 25 III _ N0.58705 =_ / �p u IStilt 3/24/16 J ROSOWSKI fENG`�� A. LYNN MILLER, P.E. nee�n i d P-HOOK ANCHORS LAYOUT: kX. OPT. ANCHC TO AID ALIGNMEP OPT. O AID IN TO AID IN ALIGNMENT NOTES: 1) SEE TABLES 1 & 2 FOR EXACT QUANTITY OF ANCHORS REQUIRED IN THE P-HOOK. 0 a Head/Sill C3+1 Jamb 5 P-hook 7 JAMB ANCHORS LAYOUT, (PARTIAL VIEW): LUZ 4-75' -� �— 2.375" 21.6" MAX. O.C. EXTERIOR 6' Ll MAXI. I 3 TRACK FRAME JAMB ANCHORS JAMB ANCHORS 21.6° MAX. O.C. EXTERIOR� V. MAX. 2-TRACK FRAME r--- T 7.125" Head/Sill C3+1 21.6" Jamb 5 MAX. h— P-hook 7 O.C. EXTERIOR 6" NOTES: MAX. 1) STANDARD ANCHOR LOCATIONS SHOWN. CK JAMBS, ANCHORS MAY 3 AND ND I 4-TRACK FRAME BERLOCATED ADJACENT TRACKS JAMB ANCHORS (SIMILAR TO THE 2-TRACK JAMB) AS REQUIRED TO MEET MIN. EDGE DISTANCE CONSTRAINTS. JAMB JAMB JAMB (3) WEEP NOTCHES (4) WEEP NOTCHES - (5) WEEP NOTCHES PER END @ 1" X _500" PER END @ 1" X .500" PER END @ 1' X .500" (3) TRACK WEEP HOLES EVERY 24" @ 1.125" X .190"; (1) WEEP NOTCH EVERY 24" @ 1.375" X .500" (6) TRACK WEEP HOLES EVERY 24' @ 1.125" X .190 (1) WEEP NOTCH EVERY 24° @ 1.375" X .500" SILL WEEPHOLE LAYOUT (2,3 & 4 TRACKS) 1070 TECHNOLOGY DRIVE N, VENICE, FL 34275 VINYL SLIDING GLASS DOOR FPA (LM) ANCHOR LOCATIONS C NTS 111 13 OF 25 SILL (10) TRACK WEEP HOLES �\ EVERY 24" @ 1.125- X .190";- (1) WEEP NOTCH EVERY 24° @ 1.375- X .500° 3/24/16 J ROSOWSKI s Q�' : �10ENSF •.:�� ��O •�, STA F •,� T '•. ZONAL' A LYNN MILLER. P.E. P.E@ 59705 HEAD 90° CORNER CLUSTER ANCHORS LAYOUT: 4" I EXTERIOR 2-TRACK 90' CORNER 'C4' ANCHOR LOCATIONS (USE WHERE'C3' IS SPECIFIED) uTERIOR 3-TRACK 90-CORNER T( 'C4' ANCHOR LOCATIONS v (USE WHERE'C3- IS SPECIFIED) 4' 4-TRACK 90' CORNER EXTERIOR •C4'ANCHOR LOCATIONS (USE WHERE-C3' IS SPECIFIED) FIGURES PERTAIN TO THE FOLLOWING 90• CORNER HEAD ANCHOR LOCATIONS: 90" HeadN5111 1 Jamb 5 P-hook 1 7 I cXT-10. 2-TRACK 90' CORNER 'C6' ANCHOR LOCATIONS (USE WHERE -05' IS SPECIFIED) --- �..•ERIOR 3-TRACK 90' CORNER 'C6' ANCHOR LOCATIONS v - (USE WHERE'C5' IS SPECIFIED) SILL 90° CORNER CLUSTER ANCHORS LAYOUT: 4 I 2-TRACK 90'CORNER EXTERIOR 'C4' ANCHOR LOCATIONS n (USE WHERE'C3' IS SPECIFIED) v 3-TRACK 90' CORNER EXTERIOR 'C4'ANCHDR LOCATIONS (USE WHERE'C3' IS SPECIFIED) ID rrrvin 4' 4-TRACK90'CORNER tXTERIOR 4-TRACK 90' CORNER EXTERIOR 'C6' ANCHOR LOCATIONS 'C4' ANCHOR LOCATIONS 15 (USE WHERE -CS' IS SPECIFIED) (USE WHERE -C3' IS SPECIFIED) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. r 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING. AND WOULD BE C SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. I 2-TRACK 90' CORNER EXTERIOR 'C6'ANCHOR LOCATIONS ('j (USE WHERE'CS' IS SPECIFIED) v 4" 4' 3) TRACK-1 O-TRACK DISTANCE IS 2,375" FOR ALL HEADS AND SILLS: 2.375' 2.375" g 1070 TECHNOLOGY N. VENICE, FL 34275 (941)-480-1600 I CERT. OF AUTH. #29 3-TRACK90'CORNER EXTERIOR 'C6' ANCHOR LOCATIONS ' 1 (USE WHERE-W IS SPECIFIED) v FIGURES PERTAIN TO THE FOLLOWING 90' CORNERS ANCHORLOCATgNS: T * Head!$((( 1 Jamb 5 P4=k 7 LYN�y '\�''• GEN �( NO. 58705 -PO �7T A7OI . ass •• NG�, 4-TRACK90'CORNER ��n'OR 777 �INALlE���` ` -C6' ANCHOR LOCATIONS 15 (USE WHERE'C5' IS SPECIFIED) A LYNN MILLER, P.E. P.E.I 58705 VINYL SLIDING GLASS DOOR FPA (LM) 1 3/24116 Y ANCHOR LOCATIONS D ib J ROSOWSKI NTS IJI 14 OF 25 HEAD 135° CORNER CLUSTER ANCHORS LAYOUT: C4' ' ANCHOR LOCATIONS (USE WHERE 'C3' IS SPECIFIED) �//.M.ERIOR V 3-TRACK 135' CORNER 'CI' ANCHOR LOCATIONS (USE WHERE'C3' 15 SPECIFIED) 4' EXT�EI-RIyIOR 4-TRACK 135' CORNER v 'C4' ANCHOR LOCATIONS (USE WHERE'C3- IS SPECIFIED) 3.22" EXTERIOR 2-TRACK 135' CORNER ID 'C6' ANCHOR LOCATIONS (USE WHERE'C5' IS SPECIFIED) Imo.. EXTERIOR 3-TRACK 135' CORNER 'C6' ANCHOR LOCATIONS - (USE WHERE'CS IS SPECIFIED) - SILL 135' CORNER CLUSTER ANCHORS LAYOUT: 4' 4"PEXnTIE�RIOR 0 0EXTERIOR 4" �L 4" ,r 2-TRACK 135' CORNER c 2-TRACK 13S CORNER V 'CA' ANCHOR LOCATIONS 'CB' ANCHOR LOCATIONS (USE WHERE -C3' IS SPECIFIED) (USE WHERE'C5' IS SPECIFIED) . , zo 5N., 4" EXTERIOR 3.22" 7 3-TRACK135'CORNER '04' ANCHOR LOCATIONS (USE WHERE'C3' IS SPECIFIED) EXTERIOR 4-TRACK 135' CORNER 15 4-TRACK 135' CORNER '0 8' ANCHOR LOCATIONS 'C4' ANCHOR LOCATIONS (USE WHERE -CS' IS SPECIFIED) (USE WHERE'C3' IS SPECIFIED) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. 3) TRACK -TO -TRACK DISTANCE IS 2.375" W2.375- W2-375. FOR ALL HEADS AND SILLS: EXTERIOR V 4' ' 4" 0 e EXTERIOR - - 31T - 3-TRACK 135' CORNER 'C6' ANCHOR LOCATIONS (USE WHERE -CS' IS SPECIFIED) FIGURES PERTAIN TO THE FOUANING 13P CORNER SU ANCHOR LOCATIONS: u Haad/S(II 1 Jamb 5 P hook 7 4- >\x ......... • 1,10ENS� •., C� Q�' 4" _� * : No.5g705 ` _ EXTERIOR �O�'•, STA F� 4-TRACK135"COORN • R LOCATIONS (USE WHERE'C5- IS SPECIFIED) - A. LYNN MILLER P.E. P.E.458705 VINYL SLIDING GLASS DOOR FPA (LM) IMI 3124/16 ANCHOR LOCATIONS E II&I J ROSOWSKI 1070 TECHNOLOGY DRIVE a N. VENICE, FL 34275 (941)-480-1600 CERT. OF ALITH. #29296 SGD-5570111 NTS 111 15 OF 25 r HEAD SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL: FIGURES PERTAIN TO THE FOLLOMG SPLICED SILL ANCHOR LOCATIONS: r SPLICE LOCATION 4" EXTERIOR 3,22• 15 2-TRACK SPLICE -C4' ANCHOR LOCATIONS (USE WHERE -C3' IS SPECIFIED) SPLICE LOCATION 4.75' EXTERIOR 4„ 3-TRACK SPLICE -C4' ANCHOR LOCATIONS (USE WHERE -C3' IS SPECIFIED) SPLICE 4.75" LOCATION EXTERIOR 4. 15 4-TRACK SPLICE -C4' ANCHOR LOCATIONS (USE WHERE'C3' IS SPECIFIED) FIGURES PERTAIN TO THE FOLLOWING SPLICED HEM ANCHOR LOCATIONS: SPLICE LOCATION 4" EXTERIOR 3,22" ID 2-TRACK SPLICE 'C6' ANCHOR LOCATIONS (USE WHERE'CS' IS SPECIFIED) SPLICE LOCATION 4" EXTERIOR 3.22" T1 3-TRACK SPLICE ANCHOR LOCATIONS (USE WHERE -05' IS SPECIFIED) EXTEnRI( V 4-TRACK SPLICE 'C6' ANCHOR LOCATIONS (USE WHERE 'CS' IS SPECIFIED) SPLICE LOCATION 4" o e EXTERIOR (l 2-TRACK SPLICE IJ -C4' ANCHOR LOCATIONS (USE WHERE'C3' IS SPECIFIED) SPLICE LOCATION—� 4" 0 0 EXTERIOR n OK SPLICE 'C4'ANCHOR LOCATIONS (USE WHERE'C3' IS SPECIFIED) SPLICE LOCATION 0 0 EXTERIOR 3.22' Tl 4-TRACK SPLICE 'C4' ANCHOR LOCATIONS (USE WHERE'C3' IS SPECIFIED) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. FOR SPLICES OCCURRING INSIDE OF A POCKET, SEE THE EXAMPLE ON SHEET 9. 3) TRACK -TO -TRACK DISTANCE IS 2.375" t2.376, W2.375" FOR ALL HEADS AND SILLS: 4) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. SPLICE LOCATION 4" o 0 0 EXTERIOR 2-TRACK SPLICE 15 'CS' ANCHOR LOCATIONS (USE WHERE -CS- IS SPECIFIED) SPLICE LOCATION 4^ 0 EXTERIOR 4' 3-TRACK SPLICE 'CS' ANCHOR LOCATIONS - _ (USE WHERE'CS' IS SPECIFIED) SPLICE LOCATION 4„ o 0 EXTERIOR 3 22' 4-TRACK SPLICE 'C6, ANCHOR LOCATIONS (USE WHERE -CS' IS SPECIFIED) 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 Lal pRa. I=!, I ��•�.ANY LYNX, PC1�. A,ICEAISF •.•(� 7k . ND. 58705 0111AL4ENA�. A. LYNN MILLER, P.E. VINYL SLIDING GLASS DOOR FPA (LM) 3124/16 ANCHOR LOCATIONS F &-I J ROSOWSKI NTS ICI 16 OF 25 PANEL'S RIGHT STILE TYPE PANEL I TYPES I SINGLE INTERLOCK SINGLE INTERLOCK FIXED LOCKSTILE I ASTRAGAL ASTRAGAL OUTSIDE BO ASTRAGAL INSIDE 80 ASTRAGAL ;OUTSIDE 13S ASTRAGAL INSIDE 135 ASTRAGAL INTERIOR OR OUT IN STILE W/HANDLE BOX OUT BDXIN RECEIVER RECEIVER RECENER RECEIVER EXTERIOR GLAZED I SINGLE INTERLOCK E F PP K L - L TC TA TV TW OUT (B=OUp 0=00 INTERLOCK B H P A C C SC SA I SV SW LLI p a FIXED STILE RR R - S S FC FD FV FW IIj•-' (MKOUO WoxM w J LOCKSTILE D M' J J WI HANDLE (B=OM (6OYM ASTRAGAL BOX OUT LR T U (wam i asT L N T U BOXIN M w) Ggo- OUTW ASTRAGAL ASTRAGAL CT CS CF RECEIVER -- Z _ - ^� AT AS DF 0- RECEIVER OUT. '1 A - ASTRAGAL - VT VS VF RECEIVER IA ASTTRAGGAL WT WS WF J v RECEIVER LEFT RIGHT PANEL PANEL STILE - STILE PANEL TYPE "F" SHOWN. PANEL NOTES: 1) SEE DP/ANCHOR TABLES 1 & 2, SHEETS 7.8 FOR PANEL SIZES & DESIGN PRESSURE. 2) PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE NOT AVAILABLE. 3) MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 60'. 4) PANEL TYPE MAY BE EITHER EXTERIOR (STANDARD) OR INTERIOR GLAZED, BOTH TYPES QUALIFIED BY THIS APPROVAL, SEE DETAILS SHEET 10. 1070 TECHNOLOGY' N. VENICE, FL 34275 (941)-480-1600 SCREEN PANEL TYPES D DOUBLE D OUBLEK C I ASTRAGAL DOUBLE MLOCKSTILE C--]�rmrmnn INTERLOCK JLOCKSTILE � �-•� ASTRAGAL SD SINGLE DOUBLE INTERLOCK INTERLOCK DOUBLE INTERLOCK LOCKSTILE U ASTRAGAL t �nn„n,,,•C7 LOCKSTILE DG� DOUBLE SINGLE J INTERLOCK INTERLOCK VINYL SLIDING GLASS DOOR FPA (LM) MI 3124116 PANELTYPES 94-JROSOWSKI NTS It 17 OF 25 �` ��•'VICENS•• ��C '. No.58705 16 '.AT OF S' G /N'AL A LYNN Mlltw P.E P.E.O 58705 I� 5.875 _ 10.635 .K - 5 I 100 .125 JF =E� �❑ ❑� 8 2 p p 0 81 - .062 - •930 .100 dQEi-0 ®� FRAME SCREW O 0 2 TRACK HEAD/JAMB © 4 TRACK SILL COVER (PVC) ©ANCHOR PLATE 8.250 8.250-1 C ai n ❑ 1.813 100 El BW 81 ,00 dQ® O3 3 TRACK HEADMAMB ® 3 TRACK SILL 10.625 _ 5.875 ---�j °rho gy oho o } 1AMLi ❑ ❑.100 ❑ 3 LQ�, OS 4 TRACK HEADMAMB O2 TRACK SILL 1.625 2.368 f49 1.000 252 1.435-� 11 062 r +aF� .D62 r-� T T i 11 BOTTOM RAIL SUPPORT 12 FRAME SILL ADD -ON -� - .550 ij I-•291 061 L -,762 T 1�- O TRACK INSERT 10 INTERLOCK CAP, EXTENDED POCKET 5.178 231 .060 1.613 2.060 r- I .100 - v� 1.983 .080 I .060 SILL 13 COVER TRACK 1QP-HOOKADAPTOR 18 P-HOOK -.54D 540 -.291 .061 �.229 2.975 094 rr 25141 3.000 -mot - 075� it .626 .500 If 2.607 �� 1.406 F"--.062 ' 4_-.062 329 19 KE ENDED KEEPER 2O RER GOVERMENT © RREEIINFORCEMENT ©3 FIXED PANEL CLIP ® RIEI TE RCEMENT 1.595 r 1.595 r �- .309 2.696 4.120�-­182L � 3.r ,125 _ .070 2.768 .4002,768 -2.2l1 10 .300�312 .182 100120 . EXTE DED POCKET 0 AND STILEBOTTOM ©ANDSTBOTTOM © ENFORCEMENT, REINFORCE ENT, �REN ORCEMENT �INERNOCKADAP ER REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY REINFORCEMENT 3.452 1.472 .125 3.209 .125 2.175 .070 .300 135° CORNER 135° CORNER ASTRAGAL ©PASSIVE MOUNT 1 060 3.713 _� .04611.500 1.170 _ '229 Q135' CORNER @135" CORNER ASTRAGAL CAP, ASTRAGAL CAP EXTERIOR INTERIOR +1.912� O65 1.261 .912 .062 1.261 .210 � p 1.261 252 --1 �1.261 f +1.2 .173-�y f {-L �1.261 7116, / ® 80 SQUARE BEVEL�BEAD BEVELED BEAD 83 OGEEBEAD OGEEBEAD 2.511-j a I-+- 2.838 ---j- 080 2.073 .099 075I 6 4.635 4.279 .100 L ❑111®.0901� INTERIOR JAMB COVER ��- 2.710 1.875 31 (ADAPTER K 0 ASTRAGAL ADD -ON 33 AND BOTTOM RAIL 3.326 - �- 3.345 NOTES: 919 1) SEE SHEET 4 FOR .090 SILL RISERS. 3.247 73.345 7 2) SEE SHEET 20 065 1 �. gtg FOR SCREEN PARTS. @ASTRAGALR ®90* CORNER ASTRAGAL CAP, 41 90* CORNER 3) ALL DIMENSIONS ASTRAGAL CAP, NNCHES EXTERIOR INTERIOR VINYL SLIDING GLASS DOOR FPA (LM) rJAI 3124/16 1 FP:17 l'I'l 11 EXTRUSIONS jj&j J ROSOWSKI 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (9411-480-1600 NTS Ilsl 18 OF 25 sl�QNY LYN/v * ; No.58705 *: :moo sr10hT, �"4',s ONAL `Stl'% A. LYNN MILLER, P.E. 1) INSTALL ll�l 2) INSTAL CLIP HEADER BLOCK TO HEAD JAMB TO HEAD CLIP INTO INTO FRAME ATTACHMENT (4) ANCHOR ASSEMBLY PANEL JAMB 8 HEADER INSTALL ONE BLOCK AT sa -TYPE AS SE IN NSTALLAT ON, STILE ° SUBSTRATE,ASEE BLOCK EACH INTERLOCK. I TABLE A, SHEET 1 AT ASTRAGAL, INSTALL ONE BLOCK THAT (3) #8 X 1.5" SMS SPANS BOTH PANELS. I 90 1"SMS Q i O❑ � I \ d o FIXED PANEL CLIP j FIXED INSTALL ONE CLIP AT THE i (2)1/4^ i 1 29 PANEL MIDSPAN OF EACH FIXED 95 X 2-1/4" SMS I CLIP PANEL -TO -FRAME JAMB LOCATION. a III Q 111 B III II - -- -ul- KEEPER TO JAMB ATTACHMENT ATTACH WI I H #8 X 1-1/4" @ 34-1/2" MAX O.C. INTERLOCK INTERIOR CLIP COVER INTERLOCK NOTES EXTERIOR \ I 24 REINF. PLATE 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. I I I I I 2) SEE SHEETS 11-16 FOR ANCHOR LOCATION &SPACING. ���� NY.LYN BOTTOM RAIL �+ °� #10 X 3) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. :" C�`� �icErvsN SUPPORT 2-1/2" SMS 4) CONTINUOUS ANCHOR PLATE, ITEM #8, IS REQUIRED AT AL FRAME ANCHOR LOCATIONS. : ' F • .� ; (2) 910 X 1" SMS No. 58705 $� VINYL SLIDING GLASS DOOR FPA (LM) M 3/24/16 THROUGH SUPPORT, az : >t INTO PANEL PANEL ACCESSORIES INSTALLATION ROSOWSKI '; �� o /6 Q �#10 x ASSEMBLY 0 ' S7A OF INTERLOCK SILL RETAINER 1-1/2" SMS ® F <v ALL PANEL CORNERS ��`s'•-IDRIDP CLIP ATTACHMENT WELDED, NO ASSEMBLY N.7VENICE, F0 TECH O 3027 DRIVE m me �iONALIENG�`` INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS (941)-480-1600 Q �$ ! ++ CERT. OF AUTH. #29296 SGD-5570 NTSIII 19 OF 25 $ z FPASGD5570.2 A. L P ExMI EAR P.E. BOX SCREEN DETAILS: STANDARD SCREEN DETAILS: --- ❑� _ OOROOR 5 00 123 108 132 i 3 O 5 0 121 123 129 102 119 103 133 111 108 118 HORIZONTAL SECTION HORIZONTAL SECTION EXAMPLE 130 EXAMPLE 115 \ 32 I' 131 33 102 111 121 I 108 � �p II l 7 �pRl 3 pR 5122 ,,, i ° �� I�KII v v ❑� I C� 3 o HORIZONTAL SECTION EXAMPLE 120 'O Ro H5 100 112 i 104 102 1.081 HORIZONTAL SECTION 117 1.081 � —�-I � EXAMPLE I I 1.202 1.778 1-H—f 1.778 .935 I .875 r .- 875 ^� I '- 1.020 �- -• 00 I - 050 _ 045 T 1� SCREEN - 121 SCREEN 1� SCREEN 0 1.993 1.993 I 1.811174 - - - ----- FRAME SIDE RAIL, ASTRAGAL 1 RAIL LATCH ADAPTER 1�.062I--.062 .062 BBOX SCREEN BOXSCREEN BOXSCREEN ! 100 'D1 TOP RAIL BOTTOM RAIL 102 143' SIDE RAIL r-.725 E . ,22 .765 .782 OR .040 062 107 113 0 114 1.020 +1 r 1r�593 1.37 063 JR04 �� ASTRAGAL 12a SCREEN p�� ]T -� �p SCREEN VINri FRAME SILL z .ti/_.� / 1.872 0 1 �� .055 1.gj33 oROe ADAPTER ADD -ON o -1 1--.3721 062 103 BOX 106 BOXt05 BOX SCREEN @SCREEN @SCREEN OOXO INTERLOCK SNAP -ON ASTRAGAL VERTICAL SECTION BUG FLAP ADAPTER VERTICAL SECTION �NY LY%�H�''�,, EXAMPLE �1j� •-. • --.... EXAMPLE NOTES: `� 1.306 1) ALL DIMENSIONS IN INCHES. -' �tcEHSF '•�! �� 1.343 .055 1 1.487 r- ! 1.487 1.510 VINYL SLIDING GLASS DOOR FPA (LM) A 3/24/18 r NO''87o9 —U SCREEN DETAILS m J ROSOWSKI /0oe TA F @1UB BOX SCREEN 107 BOX SCREEN 10S BOX SCREEN HEAD ® �P O�•.'2o P ASTRAGAL @SILL ADD-0N @AND JAMB ADD -ON 1070 TECHNOLOGY DRIVE S �, ss •... ORION ADAPTER N. VENICE, FL 34275 � �iiONAL1EN`�` (941)480-1600 A. LYNN MILLER, P.E. CERT. OF AUTH. #29296 SGD-5570 NTS 20 OF 25 0 FPA-SGD5570.2 P.E.a 58705 TART F C- III -- pan Description Material 1 1 19001 2-Track Head/Jamb Rigid PVC 2 19002 2-11[rack SRI Rigid PVC 3 IBM 3-Track Head/Jamb Rigid PVC 4 IBM 3-Track Sill Rigid PVC 5 19027 4-11rack HeaNJemb Rigid PVC 6 19025 4-11rack Sill Rigid PVC 7 IBM Frame Screw Cover Rigid PVC B 19031 Anchor Plate 608376 Alum. 9 19007 Track Insert 8063•T6 Alum 10 19084 Interlock Cap - Extended Pocket Rigid PVC 11 19036 Batton Rail Support B063T6 Alum. 12 19006A Outer Sill Cover 6063T8 Alum. 13 19011 SIT Track Cover Rigid PVC 17 19M P-Hook Adaptor 606318Alum. 18 19020 P-Hoot 60BST8 Alum. 19 19047M Extended Keeper W63-78 Alum. 20 19029M Keeper 6063-TS Alum 21 19014 R9infore ement Bar Cover Rigid PVC 22 IBM Reinforcement Bar 6005.75 Alum. 23 19037M Fixed Panel Clip 60634E Alum. 24 19036M Reinforcement Plate BOSYM Alum 25 19017M Tap Rail, Batton Rail and Lockable Reinforcement BOOSTS Alum. 25 19046 Composite 27 19018M Interlock .300 Reinforcement, Std. BOOSTS Alum 28 19013M interlock .400 Reinorcement, HD 6006.76 Alum 29 19019M Astragal Reinforcement BOOSTS Alum 30 19083 Extended Pocket Interlock Adaptor - -606376 Alum 31 19008 ' Interlock Adaptor Rigid PVC 32 19003 Astragal Add -on Rigid PVC 33 1B004 Panel Stile, ToprBottom Rail Rigid PVC 34 19040 Interior Jamb Cover 60837E Alum 35 19078 136" Comer Astragal 6063•TB Alum. 36 19077 135" Comer Astragal Passive Mount 6083T6 Alum 37 19079 135" Comer Astragal Cap - Ext. Rigid PVC 38 19OW 136' Comer Astragal Cap - Ink Rigid PVC 39 1S= So' Comer Astragal W83-TB Alum 40 19081 90" Caner Astragal Cap - Ext. Rigid PVC 41 19082 90" Comer Astragal Cep- Int. Rigid PVC # Part Description Material 42 19085 Sill Riser - (2-117) 6083-78 Alum 43 19022A Sill Riser - (31/Z) 6083-T8 Alum 44 19023A Sill Riser-(4.1/18") 6063-TBAlum 45 19024A Sill Riser- (4.518") 6063-TSAlum. 50 718MM .187' x .320" Fmseat (Stile) 51 71696K 1-1/2' x 1" x 3W Fin Seal Dust Plug 62 71696 Dust Plug 60 419041 Interlock Clip Caner PVC 61 78163X Tandem RollerAssemdy SS 62 70163N Tandem Roller Assembly Nylon 63 78X75FPTX #8 x 3W Ph. FH SMS @ Roller & Reint SS 64 419042 Frame Header Block Nylon 65 48052 Roller Ad} Hole Plug PVC 66 44385 4 Hole Bumper Stop PVC 67 76X114FP7X #6 x IAW Ph. FH SMS @Bumper Stop SS 65 71MG SIR Plug PVC 69 78185X Gemini Mortise Lock wAong Trim plate Stee1/SS 70 71032X1FPFX 1032x 1" Ph.FH MS @ Lock SS 71 +cries Handle Kit Cast Zinc 72 19054 interlock Retainer Clip Nylon 75 Kommernng 4SG TPS Spacer System 78 Ouanax Super Spacer nXRwtth Hot Melt Butyl See Shad 10 far 77 Quanex Duraseal Materials 78 Cardinal )L Edge Spacer 79 Dow Coming 895 or GE-7700 Backbeddng Silicone BO _ _ -IBM- 7/18" Square Bead Rigid PVC 81 7118" Beveled Bead Rigid PVC 82 19W 1-1/16" Bowled Bead Rigid PVC 83 19046 1-1/19'Ogee Bead Rigid PVC 84 19016 13116" Ogee Bead Rigid PVC 85 71725K Setting Block 12" x 4 x 1/18", B5 +1- 5 duro. Neoprene 86 71725K Setting Block 1" x V x 1116", 85 +/-6 durm Neoprene 90 781PSTX #8 x 1" Ph. PH SMS @ Frame Assembly SS 91 7SX114PHPT41OX #8 x 1-114" Ph. PH SMS @ Reint Bar SS 92 710X1PHPT183X #10 x V Ph. PH SMS @ Rail Support SS 93 71OXI15PPX #10 x 1-1/Z' Ph. PH SMS @ Fxd Pnl. Clip SS 94 710X2.5PHPT18-8C #10 x 2.1/7 Ph. PH SMS @ R9int PlatelAsL SS 95 71420X2-25FPFX #12 x 2-1/4" Ph. PH SMS @ Hdr. Black SS r710X1.75PPX 96 010 x l V4" Ph. FH SMS @ Keeper SS 97 71O)G4PPX #10 x 3/4" Ph. PH SMS @ Ext Pkt. Int. SS VINYL SLIDING GLASS DOOR FPA (LM) PARTS LIST 1070 TECHNOLOGY DRIVE NOTES: 1 ITEMS #14-16, 4649, 53-59, 73, 74 & 87-89. 98 & 99 ARE NOT USED AND (9 VE34275 ARE NOT PART OF THIS APPROVAL. 41) 480^80-1 1600 NTS 111 21 OF 25 TABLE D: BOX SCREEN # Part# Dewdptlon Material 100 12256 Box Screen Top Rail B083 75 AI 101 12257 Box Screen Bottom Rall BW TS AI 102 12258 Box Screen Side Rail 806375 Al 103 64M Box Screen Interlock 6063 IS Al 104 17347A Box Screen Snap on Bug Rep BOW 76 Al 105 64US Box Screen O)m Astragal Adapter W83 TB Al 108 17349 Box Screen Astragal Adapter 6083 T5 Al 107 19039 Box Screen Frame Sin Add•m 606375Al 10a 19038 Brat Screen HeadlJamb Add -on B06376 Al 109 720XIX #14.21) x 1" MS @ Tap Rail SS 110 720X112X #14.20 x 1.1/Z' MS @ Bottom Rail SS 111 717MG W9tp, .270" x .150' - Fri Seel 112 618MK Watp, .187' x .6W' @ Bug Flap 113 7SRAZ Standard Roller Nylon 114 7SRAX HD Roller SS 115 series Screen Locking Hardvare Steel 116 419OW Seven Keeper Steel 117 7WPPA #6x 1" Ph. PH SMS Steel 118 1803A Screen Spline -AN)" & AW Vinyl 119 1816C37 Screen Oath Fiberglass TABLE E: STANDARD SCREEN $ 3/24/16 J ROSOWSKI `vsssli a Ikrrr ONY LYlvIV • `� C1�, t,10ENS'••��tn * No. 58705 0••�'S7A 60F ••��� T '•. �"16701VAL A. LYNN MILLER, P.E. P,EJ158705 ANCHORAGE DETAILS FOR SLIDING GLASS DOORS WHEN INSTALLED WITH FRAME FIN ADDON @ HEAD AND JAMB (SHEETS 22-25)_ TO ACHIEVE PROPER ANCHOR EDGE DISTANCE, THE FOLLOWING SHEETS (22-25) TYP. ANCHOR TYPE, EMBEDMENT SHOW ANCHOR PATTERNS SUBSTRATE AND EDGE DISTANCE PER THAT MUST BE USED WHEN EMBEDMENT EDGE SUBSTRATE, SEE TABLE A, SHEET 1. USING THE FRAME FIN ADDON. r 1/4" MAX• DISTANCE TYP. ANCHOR TYPE, EMBEDMENT �—" ^ AND EDGE DISTANCE PER MJT SUBSTRATE, SEE TABLE A, IP SHEET 1. NOTES 1) DETAILS APPLY TO 2, 3 T AND 4 TRACK EDGE e CONFIGURATIONS. DISTANCE q o 2) REFER TO TABLE A FOR ANCHOR CONSTRAINTS. SUBSTRATE 89 3) SILLANCHORAGE EXTERIOR WITH FIN ADDON IS V UNCHANGED FROM THE BOX FRAME 2-TRACK FRAME ANCHORAGE. A2 JAMB ANCHORAGE DETAIL -JAMB ANCHUR5 LA` 21.6" MAX. O.C. EXTERIOR 6" MAX. I 2-TRACK FRAME JAMB ANCHORS — -- r2.375" 21.6" MAX. O.C. EXTERIOR 6" MAX. 3-TRACK FRAME JAMB ANCHORS EXTERIOR a —+-, r� 4.75" 21.6" MAX. O.C. EXTERIOR 6" MAX. I 4-TRACK FRAME JAMB ANCHORS J EMBEDMENT EXTERIOR 1/4" MAX. 1/4" MAX. d EMBEDMENT I 2-TRACK FRAME E3 HEAD ANCHORAGE DETAIL FIGURES PERTAW TO THE FOLLOMNO JAMB ANCHOR LOCATIONS: ul UIHev&SIII I C3+1 Jamb I k 5 P4=k 1070 TECHNOLOGY N. VENICE, FL 34275 (941)-480-1600 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1. I EDGE SUBSTRATE DISTANCE p_ 2-TRACK FRAME F3 SILL ANCHORAGE DETAIL NOTES: 1) STANDARD ANCHOR LOCATIONS SHOWN. FOR 3 AND 4-TRACK JAMBS, ANCHORS IN THE INTERIOR TRACK MAY BE LOCATED IN THE ADJACENT TRACK AS REQUIRED TO MEET MIN. EDGE DISTANCE CONSTRAINTS FROM THE INTERIOR. VINYL SLIDING GLASS DOOR FPA ANCHOR LOCATIONS A SGD-5570111 NTS J22 OF 27511 `TTTInIIIT�J .1. 13 No. 5870.5 = p srA7ElpF r tug JROSOWSKI < �'��� �pN1AL1111EN��` LYNNIMILLER, P.E. HEAD CLUSTER ANCHORS LAYOUT (USING FRAME FIN ADDON): ASTRAGAL OR INTERLOCK CENTERLINE EXTERIOR 4" 15 2-TRACK CLUSTER'C3' ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK 4" CENTERLINE EXTERIOR 3.22' 3-TRACK CLUSTER'C3' ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK - CENTERLINE ---I 1---- 3.22- 4-TRACK CLUSTER 'C37ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE F EXTERIOR 4" 2-TRACK CLUSTER'CS' ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK-74' CENTERLINE EXTERIOR 3.22" 1' 3-TRACK CLUSTER'CS' ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK—'► CENTERLINE g-J G EXTERIOR ID 4-TRACK CLUSTER 'CS'ANCHOR LOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE IS 2.375": 2.375' FIGURES PERTAW TO THE FOLLOWING HEAD CLUSTERANCHOR LOCATIONS: Ul Heed/SIU 1 Jamb 5 P4=k 7 HEAD "+" INTERMEDIATE ANCHORS LAYOUT (USING FRAME FIN AMON): PANEL CENTERLINE EXTERIOR V 2-TRACK INTERMEDIATE +1' ANCHOR LOCATION PANEL CENTERLINE E EXTERIOR rL 3-TRACK INTERMEDIATE 1/ '+1"ANCHOR LOCATION PANEL CENTERLINE EXTERIOR 4-TRACK INTERMEDIATE 1' ANCHOR LOCATION 11070 TECHNOLOGY DRIVE I N. VENICE, FL 34275 (941)480-1600 PANEL CENTERLINE EXTERIOR 4' v 2-TRACK INTERMEDIATE '+2'ANCHOR LOCATIONS MR[ la L 3-TRACK INTERMEDIATE "+2'ANCHOR LOCATIONS PANEL CENTERLINE G EXTERIOR 4-TRACK INTERMEDIATE' 2' 15 ANCHOR LOCATIONS PANEL CENTERLINE EXTERIOR q" V 2-TRACKINTERMEDIATE +3' ANCHOR LOCATIONS PANEL 4" CENTERLINE EXTERIOR 3-TRACK INTERMEDIATE 15 +3' ANCHOR LOCATIONS CENTERLINE EXTERIOR ---I i►— 3.22" �+ y 4-TRACK INTERMEDIATE'+3' v ANCHOR LOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE IS 2.375" FOR ALL HEADS: HeaWSIA 1 Jamb 1 5 P4=k 7 VINYL SLIDING GLASS DOOR FPA $ 3124/16 ANCHOR LOCATIONS B If&J ROSOWSKI NTS 11123 OF 25 2.375' pNY LYN..1v �. Q.�i • 1.10ENSF'•. �(� i Na.58705 � StT,A p S "',;'JONAL I0,1% A. LYNN MILLER, P.E. HEAD 90° CORNER CLUSTER ANCHORS LAYOUT (USING FRAME FIN AMON): Ar L4' L4- 4^ 4" EXTERIOR EXTERIOR 2-TRACK 90' CORNER 2-TRACK 90- CORNER 'CA' ANCHOR LOCATIONS 1%-05'ANCHOR LOCATIONS 15 (USE WHERE'C3' IS SPECIFIED) (USE WHERE C5- IS SPECIFIED) HEAD 135° CORNER CLUSTER ANCHORS LAYOUT (USING FRAME FIN ADDON): a 4` 4" *4' EXTERIOR EXTERIOR 2-TRACK 135' CORNER 2-TRACK 135' CORNER 'C4' ANCHOR LOCATIONS "CG ANCHOR LOCATIONS (USE WHERE C3" IS SPECIFIED) (USE WHERE C5' IS SPECIFIED) 135° H00d/Sll1 1 Jamb 5 Pfiook 7 4" 4" EXTERIOR ERI EXTOR - 3.22" � - 3'22" EXTERIOR a3.22-XTERIOR 3-TRACK 135' CORNER �7 _ _ 3-TRACK 135' CORNER 3-TRACK 9D' CORNER J� 3-TRACK 90' CORNER �'7 'C4' ANCHOR LOCATIONS 'C5' ANCHOR LOCATIONS 'C4'ANCHORLOCATIONS jL 'CVANCHORLOCATIONS (USE WHERE C3'IS SPECIFIED) (USE WHERE -CS' IS SPECIFIED) (USE WHERE 'Cr IS SPECIFIED) (USE WHERE CS' IS SPECIFIED) " 4- 4" 11N,, Y LYNV�'' 4^ 4" ` .��,r0 ......, . 41 E 1k = 4" 4" R E = -uSIN EXTERIOR EXTERIOR �AO,n (0 6 �F ST 00 ` +1-1y p 4-TRACK 135' CORNER Iv 4-TRACK 135' CORNER ��iCHORLOGATIONS CHOIR LOCATIONS �s ORIDP„ ••' 4-TRACK 90' CORNER EXTERIOR 4-TRACK 90' CORNER EXTERIOR (US �WHR E C3 IS SPECIFIED) (USE WHERE CS S SPECIFIED) �''S;�NAL IE�G`�� 'C4" ANCHOR LOCATIONS 'CB' ANCHOR LOCATIONS (USE WHERE'C3' IS SPECIFIED) (USE WHERE -CS' IS SPECIFIED) A. LYNN MILLER, P.E. NOTES: RES 59705 FIGURES PERTAIN TO THE FOLLOWING 90' CORNER 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. WAD ANCHOR LOCATIONS: VINYL SLIDING GLASS DOOR FPA $ 3/24/16 90° 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS C� J ROSOWSKI HeadlS01 C 1 ® p Jemb . 3) TRACK -TO -TRACK �p P-hob 7 DISTANCE IS 2.376": t2-375" 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 CERT. OF AUTH. SGD-6570 NTS 24 OF 25 E i FPA SGD5570 #29296 2 r r � HEAD SPLICE ANCHORS LAYOUT an INTERLOCK OR ASTRAGAL (USING FRAME FIN AMON): SPLICE SPLICE LOCATION LOCATION 2" EXTERIOR 4" EXTERIOR 4" 15 2-TRACKSPLICE 15 2-TRACK SPLICE 'C4' ANCHOR LOCATIONS 'C6' ANCHOR LOCATIONS (USE WHERE -C3' IS SPECIFIED) (USE WHERE'C5- IS SPECIFIED) SPLICE 4n LOCATION EXTERIOR 3 22" T1 3-TRACK SPLICE 'C4' ANCHOR LOCATIONS (USE WHERE -C3' IS SPECIFIED) 4.75' II— 4" 4-TRACK SPLICE 'C4' ANCHOR LOCATIONS (USE WHERE 'CT IS SPECIFIED) FIGURES PERTAIN TO THE FOLLOWING SPLICED HEAD ANCHOR LOCATIONS -Lt I I Heed/s01 1 Jamb 11145 PfiDDk 7 SPLICE 4" LOCATION EXTERIOR 3.27' �L }TRACK SPLICE V 'C5'ANCHOR LOCATIONS (USE WHERE'CS' IS SPECIFIED) ID 4-TRACK SPLICE 'C6' ANCHOR LOCATIONS (USE WHERE -05' IS SPECIFIED) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. FOR SPLICES OCCURRING INSIDE OF A POCKET, SEE THE EXAMPLE ON SHEET 9. 3) TRACK -TO -TRACK DISTANCE IS 2.375": V2.375" 1.625 875 .125 9 FRAME FIN-ADDON ALUMINUM 6063-T6 PART # 19033 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 ``IUtnnli��i � 't�.•'�ICENS _� � N0.58705 FS •.AORION '•.\�� A LYNN MILLER PZ P.E.a 56705 VINYL SLIDING GLASS DOOR FPA JAI 3/24/16 ANCHOR LOCATIONS D 114-1 J ROSOWSKI NTS 111 25 OF 25