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HomeMy WebLinkAboutProduct Approval (3) 3/12/2020 Florida Building Code Online BCIS Home f Log In f User Registration ( Hot Topics Submit Surcharge I Stats c PdaijaTCEji tlYlta Us BCI Site Map Links E Search Florida P�!_ a X11 Product Approval ^�� USER:Public User MAR ?" ry FCET ED t•�m:r tr unt , Permitting Product Approval Menu>Product or Application Search>[pplication List> n Det -,ST. Lucie C Y - AR 18 2020 V FL# FL251-R32 Si-, Lucie Coun Application Type Revision ty, Permitting 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 GT Industries Address/Phone/Email 1070 Technology Drive North Venice, FL 34275 (941)486-0100 Ext 40 jrosowski@pgtind l� r I E E® Authorized Signature ]ens Rosowski C®®E COMP /""a.',.I. Cit_ jrosowski@pgtind4s IS.*cOLUCIE C� LYS�� �" a�� f� 1 E� �' ' r t Technical Representative Lynn Miller, P.E. BOCC Address/Phone/Email 1070 Technology Dr N Venice, FL 34275 (941)486-0100 Ext 21142 Imiller@pgtindustries.com Quality Assurance Representative GPM Mr. loopy Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Asse ies Compliance Method a ca ion Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201, 202,203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 01/27/2020 Date Validated 02/10/2020 Date Pending FBC Approval https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm5ECcrlFWoGgQjs4gJkxUg%3d 1/3 3/12/2020 Florida Building Code Online Date Approved 02/10/2020 Summary of Products FL# Model,Number or Name Description 251.1 SGD-670 (Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R32 C CAC 19-1126.01-pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/07/2025 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R32 II 19-1126.01.pddf, (NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.2 SGD-670HP(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R32 C CAC 19-1126.02.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/24/2025 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R32 II 19-1126.02.pdf (NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER and anchor type,size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.3 SGD-680(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R32 C CAC 19-0130.02.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/18/2024 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R32 II 19-0130.02.pdf (NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER and anchor type,size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.4 SGD-770 (Large Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R32 C CAC 19-1126.03.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/17/2025 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R32 II 19-1126.03.pdf (NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.5 SGD-770HP(Large Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R32 C CAC 19-1126.04.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/24/2025 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R32 II 19-1126.04.pdf (NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.6 SGD-770HP(Small Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R32 C CAC 19-1126.05.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/24/2025 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R32 II 19-1126.05.pdf (NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsEt2PTand5bm5ECcrlFWoGgQjs4gJkxUg%3d 2/3 3/12/2020 Florida Building Code Online 251.7 SGD-780(Impact) in uard Aluminum-S' lass Door Limits of Use Certification Agency Certificate Approved for use in HV es FL251 R32 C CAC 17042004.pdf Approved for use ou a HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistan es 08/02/2022 Design Press e:.N/A Installation Instructions Other: Plea see Miami-Dade County Notice of Acceptance FL251 R32 II 17042004.pdf (NOA)for roduct performance information,anchorage details, Verified By: Miami-Dade BCCO -CER and anch r type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Pa 251.8 - on- mpact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R32 C CAC 19-0219.11.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/22/2024 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R32 II 19-0219.1l.pdf (NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.9 SGD-5470(Non-Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R32 C CAC 17042007.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/21/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R32 II 17042007.pdf (NCA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.10 SGD-5570(Large Missile Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R32 C CAC 17042006.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/14/2021 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL251 R32 II 17042006.pdf (NCA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Hack Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.�pyd ht 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 maybe 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: Credit Card. Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm5ECcr[FWoGgQjs4gJkxUg%3d 3/3 C?'I ESA M FlE MIAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described he and has been designed to comply with the Florida Building Code, including the High Veloc" rricane Zone. - DESCRIPTION: Se es"SGD-780"Aluminum Sliding Glass Door w/ 00& 1350 corner(Reinf/Non-Reinf)—L.M.I. APPROVAL DOC NT: Drawing No. MD-780.0 Rev B titl Aluminum Sliding Glass Door(LM)", sheets I through 18 of 18, dated 10 t1��5 and last revised on1 , prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P. E., bearing the �afleGetmtj--Pre trol Revision stamp with the Notice of Acceptance number and Expiratio• a e by the Miami—Dade County Product of Section. MISSILE IMPACT RAT G:Large and Small Missile Impact Resista Limitations: 1. Max Panels configuration is al owe r ales thru 3,not to exceed 462.11 ft'.The inside/outside 90'& 135° corner units are limited to straight panel each corner side per tables 1 thru 3. 2. See sheets 7&8 for Design Pressure(DP), glass type,sill type for positive DP limit,applicable reinforcement and anchorage quantity requirements. See sheet 11 for glass options. See sheets 12 thru 15 for anchors lay out at tracks and corners. See Pocket anchor details in sheet 6. 3. Pockets wall, cavity are not part of this approval.Exterior/Interior Pocket wail&applicable Egress requirement to be reviewed by Building official. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done 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 016-0629.10 and consists of this page I and evidence pages E-1 &E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda,P.E. MIAMi•DADE COUNTY NOA N0. 17-0420.04 .. ;c e Expi tion Date: August 02,2022 .g Approval Date:July 27,2017 Pa e PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files#listed below) 2. Drawing No. MD-780.0 Rev B titled"Aluminum Sliding Glass Door(LM)", sheets 1 through 18 of 18, dated 10/05/15 and last revised on 07/17/17,prepared by PGT Industries,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked—up drawings and installation diagram of Aluminum SGD (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 and sealed by Idalmis Ortega, P. E. 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) 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, TAS 202-94 Along with marked—up drawings and installation diagram of Aluminum SGD w/1350 interior/Exterior corner&interior pocket mount,prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s)F1I.,8322 and FTL-8374, dated 08/06/15,both signed and sealed by Idalmis Ortega,P.E. (Addendum letter dated Jan 18, 2016, issued by Fenestration Testing Lab) Along with marked—up drawings and installation diagram of Aluminum SGD,prepared by Architectural Testing, Inc.,Test Report No. ATI-8124.01-401-18 R, dated 11/13/2008, signed and sealed by Joseph A. Reed, P.E. (submitted under files# 12-0516.04) . Along with marked—up drawings and installation diagram of Aluminum SGD,prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s)FTL-5618, dated 06/21/2008, FTL-5619, dated 07/07/2008,FTL-5254, dated 05/17/2007 and FTL-5273, dated 05/07/2007 respectively, all signed and sealed by Carlos S. Rionda,P. E.(Submitted under file#11-1018.12). C. CALCULATIONS 1. Anchor verification calculations and structural analysis dated 04/08/17 and last revised on 07/17/17, complying with FBC-2017 (61h Edition),prepared by PGT, signed and sealed by Lynn Miller,P.E. 2. Anchor verification calculations and structural analysis dated 01/20/16, complying with FBC- 2014 (5th Edition),prepared by PGT, signed and sealed by Lynn Miller,P.E. (submitted under file#15-0903.09) 2. Glazing complies w/ASTMS-1300-02, 04&-09. shaq L Chanda,P.E. Product Control Examiner NOA No. 17-0420.04 Expiration Date: August 02,2022 Approval Date: July 27,2017 E-t PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. (Former E.I. DuPont DeNemours & Co., Inc.) for the "Sentry Glass ® (Clear and White) Glass Interlayers", expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc. (Former E.T. DuPont DeNemours & Co., Inc.)for the "Trofosil Ultra clear&"color PVB Interlayers (former Butacite)", expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance to FBC 2017 (6c'Edition) and FBC 2014(5'edition),prepared by PGT, dated July 17,2017, signed and sealed by Lynn Miller,P.E. 2. Statement letter of conformance to FBC 2014(5' edition) and letter of no financial interest, prepared by PGT, dated 08/28/15, signed and sealed by Lynn Miller,P.E. (submitted under file #15-0903.09) 3. Spacer reference e-mail by PGT dated Jan 13, 2016, signed by Lynn Miller,P.E. 4. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises & renews NOA#16-0629.10, expiring 08/02/22. 2. Test proposal# 07-2583, approved by BCCO, #14-1739 & 17-0387 approved by RER. Ishaq 1.Chanda,P.E. Product Control Examiner NOA No. 17-0420.04 Expiration Date: August 02,2022 Approval Date: July 27,2017 E-2 SERIES 780, IMPACT RESISTANT SLIDING GLASS DOOR TABLE B:SEE DETAILS ON SHEET 11 INCLUDING INT./EXT. POCKETS & 900/1350 CORNERS Glass Description(Listed from Exterior toInterior) Table sheet GENERAL NOTES Type # # 1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEET 11. 1 7/16"Laminated:(1)Lite of 3/16"ANN Glass and(1)Lite of 3116'HS Glass with.090'PVB Interlayer 2 7 2)DESIGN PRESSURES: 2 9116"Laminated:(1)Lite of 1/4'ANN Glass and(1)Lite of 1/4'HS Glass with.090"PVB Intedayer 2 7 A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM El 300. 3 1-1/16•Laminated I.G.:3116"T Exterior Cep+7/16'Air Space+7/16"Laminated consisting of(1)Ute 2 7 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El 300. of 3116'ANN Glass and(1)Ute of 3116"HS Glass with.090"PVB Interlayer C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 4 1-1/16"Laminated I.G.:1/4"T Exterior Cap+3/8"Air Space+7/16"Laminated consisting of(1)Lite of 2 7 3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS,INCLUDING 3/18'ANN Glass and(1)Ute of 3/16"HS Glass with.090'PVB Intedayer BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 5 7/16"Laminated:(1)Lite of 3116"ANN Glass and(1)Lite of 3116"HS Glass with.090"SG Intedayer 1 7 REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. 6 9/16'Laminated:(1)Lite of 1/4"ANN Glass and(1)Lite of 1/4"HS Glass with.090"SG Intedayer 1 7 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 7 7/16"Laminated:(2)Utes of 3116"HS Glass with.090"SG Intedayer 3 8 5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND a 8118"Laminated:(2)Utes of 1/4"HS Glass w th.090'SG Intedayer 3 B' ADM,ALUMINUM DESIGN MANUAL. 9 1-1/16•Laminated I.G.:3116"T Exterior Cap+71161 Air Space+7/16"Laminated consisting of(1)Lite 1 7 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING of 3/16"ANN Glass and(1)Ute of 3/16"HS Glass with.090"SG Intedayer CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 10 1-1116'Laminated I.G.:1/4'T Exterior Cap+3/8'Air Space+7/16'Laminated consisting of(1)Lite of 1 7 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE CURRENT FLORIDA BUILDING CODE, 3/18'ANN Glass and(1)Ute of 3/16"HS Glass with.090"SG Intedayer AS APPLICABLE. 11 1-1/16"Laminated I.G.:3116"T Exterior Cap+7116'Air Space+7/16"Laminated consisting of(2)Utes 3 8 9)APPLICABLE TEST REPORTS:FTL-5254,5273,5618,5619,8322,8374&ATI-81241.01-401-18. of3/16•HS Glass with.090'SG Intedayer TABLE A: 12 1-1/16'Laminated I.G.:1/4"T Exterior Cap+3/6"Air Space+7/16°Laminated consisting of(2)Utes of 3 8 Min. 3/16"HS Glass with.090"SG Intedayer Anchor Anchor Type Frame Substrate Min.Edge MIn,O.C. Embedmentor Group Member Distance Distance Metal Thickness ANCHOR NOTES #12 410 SS SMS Southern Pine(SG= .5) 9116" 718" 1-3/8" 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE min.of 3 threads beyond All 6063-T5 Aluminum 318" 9116" 0.063' ( y A36 Steel 3/8" 9116' 0.050' ONLY MIAMI-DADE COUNTY APPROVED ANCHORS.SEE TABLE A ON THIS SHEET metal substrate) Gr.33 Steel Stud 318' 9116" 0.045'(18 Ga) FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. A All Concrete(min.2.22 ksi) 1-1/2' 3' 1318' 1/4'Elco Aggre-GatorG Jamb/P-hook Filled Block(ASTM C90) 2' 3' 2" 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. Jamb/P-hook Hollow Block(ASTM C90) 2° 3" 1-114' Fy=57 ksi,F,=96 ksi All Southem Pine(SG=0.55) V 1" 1-318" 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK.PROPERLY Southern Pine(SG=0.55) 9116" 718" 1.3/8" SECURED,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO PRODUCEttEVISM #12 Steel SMS(Gr.5) SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR 's Od-PIA09 6083 T5 Aluminum 316" 9116" 0.063" Inmlug ewd x114 ti1�¢FIor$!r B (min of threads beyond All GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY rmlttc cede A36 Steel 318" 9116" 0.050" Aue metal substrate) TRANSFER LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE pfuacc No 17-01120•011 Gr. Steel Stud 38' 9/ 0.045"(18 Ga) RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE Bay!*� ,r Heft uc,ez 2L 1/4"Elco LNtraCOM9 All Concreteto(min.2.85 ksi) 1' 4"" 1-318" C F=155 kai,F�177 ksi Jamb/P-hook Hollow Block(ASTM C90) 1" 6" 1.1/4• REVIEWED BY THE BUILDING OFFICIAL. G-�SG.•1 y.LG,, y' Crk�au'Pndr V cLCaatnd �/4'Etcvlittm6o All Concrete(min.2.85 ksi) 2-1/2" 4" 1-318" 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS amb I P-hook Filled Block(ASTM C90) 2-1/2" 4' 1.314" PER CURRENT FLORIDA BUILDING CODE AND TO BE RE_V}EWED BY THE AUTHORITY ��`� CNY•LYNN Fy=155 ksi,F�177 ksi Ja P-hook Hollow Block(ASTM C90) 2-1/2" 8' 1-114" HAVING JURISDICTION. `\2'��••'\,\CENgF'•��� 114'410 SS Elco Head/ 1 Concrete(min.3.35 ksi) 1" 4" 1-314" Jamb/P-h k Concrete(min.3.35 ksi) 1' 6" 1314° 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT =* No.58705 CreteFlex® Jamb/P-hook Hollow Block(ASTM C90) 1 1-314' 6" 1-114° REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT,MAX.1/4"THICK&3400 - F=127.4 ksi,F,=189.7 ksi All Southern Pine(SG=0.55) 1" 1" 1318' PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE ''D f 1)WHER BSTRATE CONDITIONS REQUIRE ANCHO"GE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO %��•'. zrj ��C CHOOSE TH CHOR GROUP OF THE LOWEST LE R FOR ALL TABLES IN THIS APPROVAL. SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED 2)ALL ANCHOR TYNP.E�S ARE SAKPSP�LICABLE. (� �ORIOP.•'' \_\ 4)FIOLLED BEOCK VVALUES MAY�aSo-B•enN D IN HOLLIOW BLOCKAPPLICATIONS. EXAMPLE CONFIGS..........2 AUTHORITY HAVING JURISDICTION.SUBSTRATE,OR APPROVED BY THE INSTALL DETAILS..............3-6 CODES/STANDARDS USED: IMPACT RATING DP/ANCHOR TABLES........7-8 A.LYNN MILLER.P.E. •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION RATED FOR LARGE&SMALL EXAMPLES.........................9-10 ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15 1070 TECHNOLOGY DR P.E.#58705 •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION MISSILE IMPACT RESISTANCE GLAZING DETAILS............11 N.VENICE,FL 34275 -ASTM E1300-09 ANCHOR LOCATION'S"...'...' GENERAL NOTES �&'J ROSOWSKI (941)-480-1600 •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION DESIGN PRESSURE RATING PANEL TYPES... CERT.OF AUTH.#29296 •ALUMINUM DESIGN MANUAL,ADM-2015 - - -- """"""""16 UPDATED TO FBC 2017,REV.TABLES 1-3 04/05/17 •AISI5100-12 SEE TABLES 1-3&C1-C2 EXTRUSIONS.....................17 COPYRIGHT®2017 •AISC 360-10 ON SHEETS 7&8 PARTS LIST.........................18 SGD-780III NTS 1 OF 18 MD-780.0 k B ALL RIGHTS RESERVED MAX.UNIT WIDTH MAX.UNIT WIDTH — MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH NOM.PAN WIDTH NOM.PANEL WIDTH PER TABLES 1-3 J PER TABLES 1-3 a s _ PER BLES 1-3 a — PER TABLES 1-3 I Ip r D to3 to , MAX.UNI MAX.UNIT s / s jm MAX.UNIT a4 1 j� M UNIT a s I� HEIGHT a I� HEIGHT / IW HEIGHT e ' H GHT IwPER PER TABLES 1-3 / jg PER TABLES 1-3 i°z PER TA ES 1-3 Iw TABLES 1-3 1 Iw w Pon ET I� POCKET POCKEf —1.�—J 1-PANEL a 2-PANEL 3- NEL CONFIGURATIONS 4-PANEL CONFIGURATIONS a CONFIGURATIONS CONFIGURATIONS MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH NOM.P NEL WIDTH PER TABLES 1-3XTYP. PER TABLES 1-3 s PTABLES 13MAX.UNITHEIGHTMAX.UNIT ' / ej� AX.UNIT a D s / ed PERHEIGHT / IGHT � TABLES 13PER TABLESI-3 / / / / / Ig PERT LES1-3POCKET 5-PANEL CONFIGURATIONS P 6-PANEL CONFIGURATIONS P OUTSIDE CORNER SHOWN,INSIDE WMERSIMILAR MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH a NOM.PANEL WIDTH a PRODUCtREVEM PER TABLES 1-3 �v_ PER TABLES 1-3Amepknc1�__� g6 rial�MM90 I I P.Xpuzftg17-o=.OK MAX.UNIT 3 3 3 3 3 8 �m MAX.UNIT 3 3 3 3 3 9 I HEIGHT 3 3 3 3 3 i^k HEIGHT 3 7 3 3 3 I PIIUdL[1 C6L4L0} w ��1IIIIITT PER TABLES 1-3 / / / / / / / li PER TABLES 1-3 \\o\GNY LYNN sv'---' ��\\•� •'' 7-PANEL CONFIGURATIONS 8-PANEL CONFIGURATIONS Q�•' : p ; * No.58705 CONFIGURATIONS NOTES: DLO WIDTH=NOM.PANEL WIDTH-7.875" _ "X"=OPERABLE PANEL DLO HEIGHT(STD.BOT.RAIL,#22)=DOOR UNIT HEIGHT-13.47" —o 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB "O"=INOPERABLE PANEL 7 Ul: POCKET DLO HEIGHT(TALL BOT.RAIL,#23)=DOOR UNIT HEIGHT-17.29" �p ., FT � �� lV LOCATIONS.EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE pXXXXp,pXXXX OR XXXXp.OXXX IN „p,= PANEL HEIGHT=DOOR UNIT HEIGHT-2.25" % S•.. ..... .• G��� POCKET CONFIGURATION CAN BE OXXXp. ' 2)90"8 135°CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. A.LYNN MILLER,P.E. ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15 1070 TECHNOLOGY DR REN 58705 3)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND N.VENICE,FL 34275 REVIEWED BY THE AUTHORITY HAVING JURISDICTION. CONFIGURATIONS m J ROSOWSKI (941)-480-1600 i--DETAIL LETTER CERT.OF AUTH.#29296 4)FOR NOM.PANEL WIDTH,SEE TABLES 13. NO CHANGES THIS SHEET. k 04/05/17 n COPYRIGHT©2017 5)MAX.ALLOWABLE FRAME SQUARE FOOTAGE=462.11 FT' IIJ9 PGT INDUSTRIES,INC. SHEET NUMBER SGD780 NTS 20F18 MD-780.0 B ALL RIGHTS RESERVED OPT.1X OR 2X WOOD BUCKSTRIP, METAL TYP.,SEE ANCHOR SEE ANCHOR NOTE 3,SHEET 1 DETAIL Al DETAIL 61 DETAIL C1 DETAIL D1 NOTE 4,SHEET 1;MIN,OF 3 CONCRETEICMU PER rHRU 1X WOOD ASTRAGAL INTERLOCK INTO METAL THREADS BEYOND THE ANCHOR REQUIREMENT INTO MASONRY FACING EXT. METAL SUBSTRATE FRAME WIDTH TYP.ANCHOR TYPE, NOM.PANEL WIDTH EMBEDMENTAND91 z1 12"FIXED"O"PANEL BRACKET SUBSTRATE,SEE 31 92 23 @TOP AND BOTTOM EDGE DISTANCE PER 39 I EDGE DISTANCE TABLE A,SHEET 1& DAYLIGHT as NOTE 3,BELOW OPENING WIDTH j g3 as I /ZJ _ -2L_1-1/2"FROM / 90 EMBEDMENT • . � I EACH END 30 EXTERIOR EDGE DISTANCE I V 31 �•" � DISTANCE EDGE v, •. EXTERIOR 2s I 21 SEE TABLES 1-3 FOR 1/4"MAX. F,— 29 REINFORCEMENT I EXTERIOR I REQUIREMENTS ��\ TYP.ANCHOR TYPE, 1/4"MAX. ----------------' EMBEDMENT AND EDGE EMBEDMENT DETAIL A2 HORIZONTAL SECTION(XXO SHOWN)—``-,,, DISTANCE PER INTO 2X WOOD SUBSTRATE,SEE TABLE A, SHEET 1&NOTE 3,BELOW DETAIL B2 2X WOOD — EMBEDMENT IDETAIL C2 IDETAIL D2 ASTRAGAL BUCKSTRIP OR � FACING INr. 1/4"MAX. INTERLOCK INTO MASONRY FRAMING,SEE DAYLIGHT ______ __ ANCHOR NOTE 3, OPENING SEE TABLES r _A 4 I SHEET 1 WIDTH 44 21 2s 1-3 FOR 31 I INTERIOR I REINFORCEMENT EDGE DISTANCE TYP.ANCHOR TYPE, rxoD7lcrRevss EMBEDMENTAND 2s REQUIREMENTS 32 �' r�plying ewith file Floew EDGE DISTANCE PER 91 TYP.ANCHOR TYPE, I I AccEplcacaivo t7 Qj?&.oy SUBSTRATE,SEE 90 e9 asp+ss2eaDeto7n� EMBEDMENTAND 1�. `�`�� TABLE A,SHEET 1& 97 EDGE DISTANCE NOTE 3,BELOW 83 30 PER SUBSTRATE, I F e2 SEE TABLE A,SHEETI `.```ONy LYNN 31 1&NOTE 3,BELOW I �` .• •• s7 �� 4lOENSF ��� i EDGE 2s O 46 EMBEDMENT L__________ _____ Q: s1 ORS No.58705 DISTANCE EXTERIOR ASTRAGAL MAY BE n 2 a CONCRETE/CMU INSTALLED IN EITHER 112 124 123 112 V PER ANCHOR INTERIOR OR EXTERIOR ? ;��= 119 I REQUIREMENT DIRECTION.ALL PARTS =O A F 11 122 1/4"MAX. — IDENTICAL. 120 HORIZONTAL SECTION(XO SHOWN) ' �'�•;S�ONAL NOTES l I l I l 1w` 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS.SEE SHEET 12 FOR ANCHOR LOCATIONS&SPACING ALUMINUM SLIDING GLASS DOOR NOA(LM) g 10/05/15 1070 TECHNOLOGY DR A.LYPNN MILLER, P.E. FOR EACH TRACK CONFIGURATION. N.VENICE,FL 34275 58705 2)REFER TO ANCHOR NOTES,SHEET 1. INSTALLATION,HORIZONTAL X-SECT.It J ROSOWSKI (941)-480-1600 3) FOR ANCHOR QUANTITIES,SEE TABLES 1-3. CERT.OF AUTH.#29296 4)ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION.REFER TO TEST z NO CHANGES THIS SHEET. L0 04/05/17 REPORTS FOR EXACT DIMENSIONS. COPYRIGHT02017 PGT INDUSTRIES,INC. 5)FOR DAYLIGHT OPENING(DLO)FORMULAS,SEE SHEET 2. SGD-780 NTS .1 3 OF 18 ' MD-780.0 � B ALL RIGHTS RESERVED DETAILE1 INTO MASONRY DETAIL E2 DETAIL E3 DETAIL E4 COMPLIADE ANT MULLION,FBc CONCRETE/CMU PER 2X WOOD BUCKSTRIP CONCRETE/CMU PER COMPLIANT ALUMINUM/STEEL FRAMING 1X BUCKSTRIP INTO WOOD INTO MASONRYINTO METAL ANCHOR REQUIREMENT OR FRAMING,SEE ANCHOR REQUIREMENT OR STEEL STUD.SEE SUBSTRATE EDGE ANCHOR NOTE 3, ° EDGE PROPERTIES,TABLE A,SHEET 1 ` DISTANCE SHEET 1 :r DISTANCE EDGE DISTANCE EMBEDMENT EMBEDMENT " EMBEDMENT f, EMBEDMENT 1/4'MAX. 1/4"MAX. SHIM SHIM 110 1/4"MAX.SHIM 14"MAX.SHIM TYP,ANCHOR 1X OR 2X 41 TYP.ANCHOR TYPE,EMBEDMENT TYP.ANCHOR TYPE,EMBEDMENT AND TYPE WOOD TYP.ANCHOR AND EDGE DISTANCE PER EDGE DISTANCE PER SUBSTRATE,SEE EMBEDMENT BUCKSTRIP, 31 TYPE,EMBEDMENT SUBSTRATE,SEE TABLE A,SHEET 1 TABLE A,SHEET 1&NOTE 3,BELOW AND EDGE 27 SEE ANCHOR AND EDGE &NOTE 3,BELOW NOTES DISTANCE PER NOTE 3, DISTANCE PER 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. SHEET 1 SUBSTRATE,SEE OPT.SCREEN TRACK SUBSTRATE, TABLE A,SHEET 1 ADDON;SIMILAR FOR HEAD SEE SHEETS 12-15 FOR ANCHOR LOCATIONS&SPACING FOR SEE TABLE A, EACH TRACK CONFIGURATION. SHEET 1& &NOTE 3,BELOW AND JAMB,2-4 TRACKS 2)REFER TO ANCHOR NOTES,SHEET 1. NOTE 3,BELOW mu 3)FOR ANCHOR QUANTITIES,SEE TABLES 1-3. 078 4)FOR DAYLIGHT OPENING(DLO)FORMULAS,SEE SHEET 2. DAYLIGHT •062 I� •713 51 OR 62 OPENING HEIGHT PANEL -"j I-- '713 SILL RISER HEIGHT VARIES WITH REQUIRED FRAME 4.409 POSITIVE • 70 HEIGHT 3.630 j DESIGN PRESSURE, EXTERIOR SEE SHEETS a 80 7-8. SILL RISER SILL RISER PRODVCt'RCVWb e, --Mpiylag with the F7orkta OPT.TALL 15 (4-1/2"TOTAL 16 (5-114"TOTAL t,•s'ndag 4Soia OT.RAIL z3 z2 71 SILL HEIGHT) SILL HEIGHT) Amp062 Fapirwbl pate O ZO y 52 OR 53 8--\ 24 '062 --►I �— .713 G (CG` '' GROUT AS 13 .713 ►j r - .713 >Y?tra 65�v s leap NEEDED, 062 SEE 19 123 #12SHOWN 1.878 2.628 ��.` NY LYNIyM'7;, ANCHOR z7 11s 0 116 12 #1316 ALSO APPLY780 \ / NOTE 5, a6 111 ° Q.: opSHEET 1 16z No.58705 0SILL RISER SILL RISER 1-5/8"=TOTAL _ q - 5 n 1z (1-5l8"TOTAL 13 (2-3/4"TOTAL 14 (3-1/2"TOTAL - :•a, SILL HEIGHT �= SILL _ HEISILL HEIGHT) SILL HEIGHT) �0•, S1�� � r4 4/E , GE 114"MAX.ASHIMDISTANCE114"MAX.SHIM ��7S;70NAL 1'a: EDGE zo I I I DISTANCE TYP.ANCHOR TYPE, EMBEDMENT TYP.ANCHOR TYPE, A.LYNN MILLER,P.E. EMBEDMENT EMBEDMENT AND 2X WOOD EMBEDMENT AND ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15 1070 TECHNOLOGY DR P.E.#58705 EDGE DISTANCE PER BUCKSTRIP OR EDGE DISTANCE PER N.VENICE,FL 34275 CONCRETEICMU SUBSTRATE,SEE FRAMING,SEE SUBSTRATE,SEE INSTALLATION,VERTICAL X-SECT. 1m*J ROSOWSKI (941}480-1600 PER ANCHOR DETAIL F1 TABLE A,SHEET 1& ANCHOR NOTE 3,IDETAIL F2 TABLE A,SHEET 1& CERT.OF AUTH.#29296 REQUIREMENT INTO MASONRY NOTE 3,BELOW SHEET 1 IINTO WOoD INUIE3,BELOW rc NO CHANGES THIS SHEET. n 04/05/17 COPYRIGHT02017 VERTICAL SECTION VERTICAL SECTION B PGT INDUSTRIES,INC. SGD-780 NTS 4 OF 18 �� MD-780.0 �� ALL RIGHTS RESERVED INTERIOR 47 34 46 36 4 5 21 46 INTERIOR 97 46 1o0 19"MAX.O.C. 63 17-1/2" 35 =COIJJE� MAX.O.C. 21 92 EXTERIOR 90° EXTERIOR DETAIL G1 135° 135° INSIDE CORNER SRO EXTERIOR INTERIOR INTERIOR 6 EXTWRIOR I 90°135° NTERIOR fRODUCfREVHSB INTERIOR DETAIL H2 0complyingwiththeF16rf& lbuMbXCede Ace>:jtesce No_7--oyZo.G�6'PiL? �9 `\,"'o LYNN46 Mi��'% No.58705 135' _ OUTSIDE CORNER 35 94 ��0 "' � �2•••��� EXTERIOR 19"MAX.O.C.loo 9a 33 se EXTERIOR 36 �����5'•.;cGORIOP;.•�G`\�� 5 MAX?o.c. �.S��NAL `��• 92 1111111 A.LYNN MILLER,P.E. ALUMINUM SLIDING GLASS DOOR NOA(LM) �$ 10 1070 TECHNOLOGY DR/05/15 P.E.#59705 NOTES N.VENICE,FL 34275 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. CORNER ASTRAGAL HORIZ.X-SECT. J ROSOWSKI (941)-480-1600 2)SEE SHEETS 14-15 FOR ANCHOR LOCATION&SPACING.FOR CERT.OF ALITH.#29296 ANCHOR QUANTITIES,SEE TABLES 1-3. NO CHANGES THIS SHEET. k 04/05/17 COPYRIGHT®2017 PGT INDUSTRIES,INC. 3)CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR,DEPENDING ON CONFIGURATION. SGD-780 1 NTS 5 OF 18 MD-780.0 � B ALL RIGHTS RESERVED OPTIONAL NON- STRUCTURAL .e ? ANCHORS FOR DETAIL I1 CONCRETEICMU INTERIOR Q INTO MASONRY TYP.ANCHOR TYPE,EMBEDMENT EDGE PER ANCHOR POCKET JAMB INTERIOR AND EDGE DISTANCE PER DISTANCE REQUIREMENT EXTERIOR SUBSTRATE,SEE TABLE A, a SHEET 1&NOTE 3,BELOW EMBEDMENT INTERIOR POCKETS MUST 30 31 INCLUDE A NON-STRUCTURAL, 39 FRAME JAMB TO PREVENT r 1/4"MAX. 80 SEE NOTE 4,BELOW ,•'.` .•. 1L— EMBEDMENY EDGE DISTANCE WATER INFILTRATION. ' EXTERIOR to POCKET BY OTHERS,SEE EIVIB-DMENT..e+ . EDGE NOTE 6 BELOW. DISTANCE 1/4"MAX. _ 6o SEE NOTE 4,BELOW TYP.ANCHOR TYPE,y " ' so EMBEDMENT AND EDGE ExrERIOR DISTANCE PER SUBSTRATE, EMBEDMENT DETAIL 12 SEE TABLE A,SHEET I& EXTERIOR NTO MASONRY NOTE 3,BELOW CONCREEXTERIOR POCKET EDGE PER ANCHHOROR DISTANCE —y REQUIREMENT METAL TYP.,SEE ANCHOR NOTE INTERIOR POCKET EDGE TYP.ANCHOR TYPE, 4,SHEET 1;ANCHOR LENGTH TO DISTANCE EMBEDMENT AND EDGE BE A MIN,OF 3 THREADS BEYOND 2X WOOD BUCKSTRIP OR DISTANCE PER THE METALSUBSTRATE FRAMING,SEE ANCHOR SUBSTRATE,SEE TABLE A, NOTE 3,SHEET 1 SHEET 1&NOTE 3,BELOW 4 DETAIL I3 EMBEDMENT EMBEDMENT PPgDUCfREVWW 23 INTO METAL r5��°g 10 EDGE DISTANCE �SQ�QgO EMBEDMENT hceeptaacallo 17-OLIZD•b4f EDGE DISTANCE EaQlra3las lteu -z EDGE eo EE NOTE 4,BELOW ISLi 1 DISTANCE I 1/4" J MAX. IIIlllllrrrr I .LYNNM''�,, EXTERIOR �'� .•'LICENSE' EMBEDMENT •%(� 1/4"MAX. 80 SEE NOTE 4,BELOW DETAIL 14 Q �' No.58705 INTO 2X WOOD 45 TYP.ANCHOR TYPE, _ EMBEDMENT AND EDGE EXTERIOR DISTANCE PER SUBSTRATE, EXTERIOR POCKET �1 '• �� 17 :'•ill p'•. T TE SEE TABLE A,SHEET 1& % a NOTE 3,BELOW EXTERIOR POCKET .,�5;•'/oN' �G;``� 'rSrrrALII? . NOTES A.LYNN MILLER,P.E. 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. [&0 MINUM SLIDING GLASS DOOR NOA(LM) 10/05/15 1070 TECHNOLOGY DR P.E.#58705 2)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34275 3)SEE SHEET 15 FOR ANCHOR LOCATION&SPACING. OOK EXAMPLES,HORIZ.XSECT. I.- J ROSOWSKI (941}480-1600 4)#10 X 3/4"SMS @ MAX.5-1/2"FROM ENDS&12"MAX.O.C. CERT.OF AUTH.#29296 5)INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. CHANGES THIS SHEET. k 04/05/17 COPYRIGHT©2017 6)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OPGT INDUSTRIES•INC. OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. D-780 NTS 6 OF 18 j MD-780.0 k B .ALL RIGHTS RESERVED TABLE 1: ANCHORAGE TYPE PER SUBSTRATE TABLE NOTES: Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheet 2) REQUIRED TO ACHIEVE THE DESIGN For comer astragal anchorage on 90"&135"comer units,see sheets 14&15 PRESSURE,USING THE ANCHOR 1)IF WATER INFILTRATION RESISTANCE Table applies to Glass Types 5,6,9 Door Unit Height QUANTIES LISTED BELOW.SEE IS REQUIRED,THE LESSER VALUES OF &10 containing ANN HS SG Bo' 96 108" 120 TABLE A,SHEET 1 FOR COMPLETE EITHER TABLE 1 OR 2 AND TABLE C1 ANCHOR LIMITATIONS. DETERMINES THE WATER LIMITED(+) Laminated Glazing.Reinforcement 77314'Panel Height•• 813/4"Panel Height" 93-3/4"Panel Height** 105-3/4"Panel Height" 1173/4"PanelHeight— (part#29)is not required in the Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group THE MAXIMUM DP AT THESE ANCHOR DP. Exterior Interlock A 1 e 1 C D A _13-1--...-- D A I B C D A I B I C 1 D A B I C D QUANTITIES.ADDITIONALLY,THE Design Pressure +80/-80psf +eD•/+80 p 7 +60/-80 psf +60/-70psf +60/-70 psi MAXIMUM POSITIVE DP DUE TO THE SILL 2)THE 1-518"SILL RISER,#12,MAY ONLY / 3s" 8.118' Heed/Sill C4+1 C4+1 C4+1 C4+1 +i C�+1 C4+ C4+1 C4+1 ca+1 C4+1 C4+1 C4+1 C4+1 C4+1 C6+1 C6+1 C4+1 C4+1 HEIGHT MUST ALSO BE CONSIDERED, BE USED WHERE WATER INFILTRATION 'COLO Jamb 8 8 6 6 8 e, e - 8 10 8 8 8 10 8 8 8 10 10 10 10 SEE TABLE C1,THIS SHEET. RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1.IF SO,+DP'S P-hook 4+a a+a 4+4 4+q 4+4_afal-_a+g 4�4 4+4 4+4 4+4 4+4 5+5 5+5 5+5 5+5 5+5 5+5 5+5 5+5 TOTAL#OF ANCHORS CLUSTERED SHOWN IN TABLES 1 OR 2 MAY BE USED Design Pressure +80/-Wpsf +80/180psf +80/-80psf +60/-70psf +60/-70psf THROUGH THE HEAD&SILL AT EACH _, ,! 1/8• Head/Sill C4+2 C4+2 C4+2 C4+2 C4 C4+2'Ca�2 C4+2 +2 06+2 C4+2 C4+2 C6+2 C6+2 C6+1 CB+1 C6+2 C6+2 C6+1 C6+1 PANEL MEETING POINT.(EX:FOR C4+1, 3)SEE SILL RISER TYPES ON SHEET 4. 42 LO Jamb 8 8 6 8 8 `ems®6 10 8 8 10 10 8 8 12 10 10 10 4 ANCHORS REQUIRED AT PANEL \ �15 P-hook a+a 4+4 1 4+4 1 4+4 a+4 4+4,/a+ .-4 1 4+4 q+a a+a 5+5 5+5 5+5 5+5 5+5 5+5 5+5 5+5 MEETING POINT AND 1 ANCHOR 4)DETAILS APPLY TO 2,3 AND 4 TRACK 9 Design Pressure +80/-80psf +80/-80psf +80/-80psf +60/-70psf +60/-70psf REQUIRED AT MIDSPAN OF PANEL). CONFIGURATIONS. m 40. 4+ 1/8' Head/Sill C4+2 C4+2 C2 C4+2 C6+2 C8+2 C4+2 C4+2 C6+2 C6+2 C6+2 C6+2 C8+2 C6+2 C8+2 C8+2 C6+2 C8+2 C8+2 C8+2 TOTAL#OF ANCHORS a 48" DLO Jamb B s 8 s 10 e a B 10 10 8 8 12 10 B 8 12 12 10 10 THROUGH THE JAMB. 5)REFER TO ANCHOR NOTES,SHEET 1. P-hook 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+a 4+a 4+4 q+q 5+5 5+5 5+5 5+5 5+5 5+5 5+5 5+5 THE#OF ANCHORS THROUGH THE 6)SEE SHEETS 12-15 FOR ANCHOR Z Design Pressure +80/-80psf +80/-80 sf +80/-80 psf P-HOOK INSTALLED FROM THE LOCATIONS&SPACING. 54" 46-1/8" Head/SIII C4+3 C4+3 I C4+2 C4+2 C6+3 C6+s Cq+ C4+2 Cl C6+3 C6+2 C6+2 - INTERIOR+THE#OF ANCHORS DLO Jamb 10 8 6 6 10 8 8 8 12 10 8 8 INSTALLED FROM THE EXTERIOR. P-hook 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 Design Pressure +80/-80psf +80/-80psf +76.2/-76.2psf• Not availablelnthesesi2l:s 60" 52.118' Head/Sill C6+3 C6+3 C4+3 C4+3 C6+3 C6+3 CB+3 C6+3 C6+3 C6+3 C6+3 C6+3 OLD Jamb 10 8 6 6 10 to 8 8 12 12 8 B O USED IN EXAMPLE 2,SHEET 10 P-hook 4+4 4+4 4+4 4+4 4+4 4+4 4+4 1 4+4 1 5+5 5+5 1 4+4 4+4 *+/-80.0 PSF FOR GLASS TYPES 6,9&10. "SEE FORMULAS BELOW TABLE 2: Design Pressure(DP)and Anchor Quantities Required, (for all approved configurations an Sheet 2) For comer astragal anchorage on 90"&135"corner units,see sheets 14&15 PRODUC f REVISM Door Unit Height TABLE C 1: as complying nith theFfar(da Table applies to Glass Types 1-4 br.MBngGode PP Y 80" 98• Water-Limited Accept:aa No i7-�rf�o•D� FIG 1: containing ANN-HS t#2 Glazing. t ap4o1loti Datc z 2e Z Reinforcement(part#29)is not 77314"Panel Height— 93314"Panel Heigh" (+)Design Pressure t required in the Exterior Interlock. Anchor Group Anchor Group Sill Total Sill Max.(+)DP OH LENGTH 4ft7st�illrtr L� A B C D A B C D Riser Height Allowed 0 / Design Pressure +65/-65psf +85/-65ps1 �`\ Y LYN 26118" Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1. C4+1 12 1-518" See Note = DOOR ASSEMBLIES INSTALLED \�`� ,�ON.•••••.N21j( 36' DLO Jamb 6 6 8 6 a 8 B 8 13 2-314 +50.0 psf �t,•' vCENSF'•.,(� w WHERE THE OVERHANG(OH) Q , P-hook 4+4 4+4 1 4+4 1 4+4 4+4 4+4 1 4+4 4+4 14 3-1/2" +73.3 psf = LENGTH IS EQUAL TO OR No.58705 Design Pressure +65/-65 psf +65/-65 psf 15 4-1/2" +80.0 psf O GREATER THAN THE OVERHANG 34118" Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 HEIGHT IS EXEMPTED FROM - 42" 16 5-1/4" +80.0 psf WATER INFILTRATION (7;r CL DLO Jamb 6 8 6 8 8 8 8 8 RESISTANCE. �O,t;'•, S A E]O lV, P-hook 4+4 4+4 4+a 1 4+4 4+4 4+4 4+4 4+4 '.� cCOR10P.•'G\m z Design Pressure +65/-&5 psf +65/-65 psf ��S'S • • N � AL 40.1/8" Head/Sill C4+2 C4+2 C4+2 C4+2 CM14+4 C4+2 C4+2 ��if 1�N11110, 40 DLO Jamb 8 6 6 6 8 8 P-hook 4+4 4+4 4+4 4+4 4+4 4+4 1070 TECHNOLOGY DR A.LYNN MILLER,P.E. �ALUMINUM SLIDING GLASS DOOR NOA(LM) � 10/05/15 P.E.#58705 "SEE FORMULAS BELOW N.VENICE,FL 34275 DP&ANCHOR QUANTITY TABLE Jt J ROSOWSKI (941)-480-1600 DLO WIDTH=NOM.PANEL WIDTH-7.875" CERT.OF AUTH.#29296 DLO HEIGHT(STD.BOT.RAIL,#22)=DOOR UNIT HEIGHT-13.47" UPDATED TABLES 1&2. of 04/05/17 COPYRIGHT©2017 DLO HEIGHT(TALL BOT.RAIL,#23)=DOOR UNIT HEIGHT-17.29" PGT INDUSTRIES,INC. PANEL HEIGHT=DOOR UNIT HEIGHT-2.25" SGD-780111 NTS 7 OF 18 j MD-780.0 z B ALL RIGHTS RESERVED TABLE 3: ANCHORAGE TYPE PER SUBSTRATE Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheet 2) REQUIRED TO ACHIEVE THE DESIGN For comer astragal anchorage on 90'&135°comer units,see sheets 14&15 PRESSURE,USING THE ANCHOR Door Unit Height QUANTIES LISTED'BELOW.SEE Table applies to TABLE A,SHEET 1 FOR COMPLETE Glass Types 7,8,11&12 801• 84" 96" 108" 120" 132" 144" ANCHOR LIMITATIONS. 77-3/4"Panel Height"_ 81-3/4"Panel Height" 93-3/4"Panel Height" 105-314"Panel Height'" 117-314"Panel Height" 129-3/4"Panel Height•' 141-3/4'Panel Height" Reinforcement(part#29)is required Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group THE MAXIMUM DP AT THESE ANCHOR in the Exterior Interlock A I B C D A I B I C I D A B. I C I D A I B I C D A e 1 C D A B C D A B C D QUANTITIES.ADDITIONALLY,THE NHe ra +105/-115psf +105/-115psf +105/-115ps/ +105/-115psf +105/-109psf - +98/-98psf +89/-89psf MAXIMUM POSITIVE DP DUE TO THE SILL 30" 22-1/8" C4+1 04+1 C4+1 C4+1 C6+1 C6+1 04+1 C4+1 C6+1 C6+1 C6+1 C6+1 C6+1 C6+1 C6+1 C6+1 C6+1 C6+1 C6+1 C6+1 C6+1 C6+1 C6+1 C6+1 C6+1 C6+1 C6+1 C6+1 HEIGHT MUST ALSO BE CONSIDERED, DLO10 8 B 6 10 8 B 8 10 10 8 8 12 12 8 8 14 12 10 10 14 12 10 10 14 12 12 12 SEE TABLE C2,THIS SHEET. 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4�4a_4+_4 4+4 5+5 5+5 5+5 5+5 5+5 5+5 5+5 5+5 6+6 6+6 6+8 6+6 6+8 6+8 6+6 6+6 TOTAL#OF ANCHORS CLUSTERED ure +105/-115psf +105/-115psf 105/-115ps'F +105/-115psf +105/-115ps1 +101.8/-111.2psf +77.9/-85.3psf THROUGH THE HEAD&SILL AT EACH 28-1/8" G6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2{C6+2 C6+2 C6+2 C6+2 C8+2 C6+2 C6+2 06+2 C8+2 G8+2 C6+2 C6+2 C8+2 C8+2 C8+2 C8+2 C8+1 C8+1 C8+1 CB+1 PANEL MEETING POINT.(EX:FOR C6+1, DLO10 10 8 6 10 10 8 8 12 �12— 10 8 14 12 10 8 16 14 12 10 16 18 12 10 14 14 12 12 6 ANCHORS REQUIRED AT PANEL. P-hook 4+4 4+4 4+4 4+q q+4 4+4 4+4 4+4 5+5 5�5��5 4+4 5+5 5+5 5+5 5+5 6+6 6+6 6+6 5+5 6+6 6+6 6+6 6+6 6+6 6+6 6+6 6+8 MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). DesignPressura +105/-115psf +105/-115psf /4rf05/-115ps1\ +105/-115psf +105/-115psf +88/-96.4psf +67.3/-73.8psf 30-1/8" Head/Sill C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C8+2 C6+2 C6+ C8+2 C8+2 C8+2 C8+2 C10+2 C10+2 CB+2 C8+2 C8+2 C8+2 C8+2 C8+2 C8+2 C8+2 C6+2 C8+2 TOTAL#OF ANCHORS 42" DLO Jamb 12 10 8 6 12 10 8 8 (14 12 10 B) 18 14 12 10 18 16 12 10 18 18 12 10 14 14 12 12 THROUGH THE JAMB. c P-hook 4+4 4+4 4+q 4+4 4+4 4+4 4+4 4+4 Ste 5+5 5+5, 4L4 6+8 6+6 6+6 5+5 7+7 7+7 6+6 5+5 6+6 6+6 6+6 6+6 6+6 6+6 6+8 6+8 THE#OF ANCHORS THROUGH THE o- � Design Pressure +105/-115psf +105/-115psf _ +105/-115psf +105/-115psf +105/-115ps/ +78/-85.4psf +59.6/-65.2 psf P-HOOK INSTALLED FROM THE c INTERIOR+THE#OF ANCHORS E qg^ 40.1!8" Head/Sill CB+3 C6+3 C6+3 C6+3 CS+3 C6+3 C6+3 C6+3 C8+3 C6+3 C8+3 C8+3 C10+3010+3 C8+3 C8+3 C10+3C10+3C10+3C10+ C8+2 CB+2 C8+2 CB+2 C8+2 C8+2 C6+2 C6+2 INSTALLED FROM THE EXTERIOR. Z DLO Jamb 12 10 8 8 12 12 10 8 16 14 10 8 18 16 12 10 20 18 14 12 18 16 12 10 14 12 12 12 P-hook 4+4 4+4 4+4 4+4 5+5 5+5 5+5 4+4 6+6 -6+6 5+5 4+4 6+6 6+6 6+6 5+5 7+7 7+7 7+7 5+5 6+6 6+6 6+8 6+6 6+8 6+8 6+6 6+6 Design Pressure +105/-115psf +105/-115psf +105/-115psf +105/-115psf +94.8/-103.8psf 54" 46.1/8" Head/Sill C6+3 C6+3 C6+3 C6+3 C6+3 C8+3 C8+3 C6+3 C6+3 C8+3 C8+3 C8+3 C10+3 C10+3 C8+3 C8+3 C10+3 C10+3 C10+3 C10+ DLO Jamb 12 12 10 8 14 12 10 8 16 14 12 10 18 16 14 10 20 18 14 12 P-hook 5+5 5+5 5+5 4+4 5+5 5+5 5+5 4+4 6+8 6+6 6+6 4+4 7+7 1 7+7 7+7 5+5 7+7 17+7 7+7 5+5 Not available in these sizes Design Pressure +105/-115ps1 +105/-115psf +105/-115ps1 +103.4/-107ps/ +86.7/--95psf 60' 52-1/8" Head/Sill CB+q C8+4 C6+4 C8+4 C8+4 C6+4 C6+4C6+4 C8+4 C8+4108+ C8+4 C10+4 C10+4 C10+4 C10+ C10+3 010+3 C10+3 C10+ DLO Jamb 14 12 10 B 14 12 10 8 18 18 12 10 20 18 14 12 20 18 14 12 P hook 5+5 5+5 5+5 4+4 5+5 5+5 5+5 4+4 6. 6+8 6+6 4+4 7+7 7+7 7+7 5+5 7+7 7+7 7+7 5+5 PRODUCrREvISBD ns c—pigla8 svith the F7nrva "SEE FORMULAS BELOW LMVJnoUSED IN EXAMPLE 1,SHEET 9 A eedNo 17-oY7o•oy TABLE C2: FXPWa_-.Dete TABLE NOTES: Water•LimitedFIG 1: Design PPressurePressure ,-Ag Pmd fs►*- `44N 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUE OF TABLE 3 (+) srcieoohot OH Ltt r, AND TABLE C2 DETERMINES THE WATER LIMITED(+)DP. Riser H ght Allowed ler Total I M ( P ENGTH DOOR ASSEMBLIES INSTALLED LYNIVM�<<'/�% 2)THE 1-5/8"SILL RISER,#12,MAY ONLY BE USED WHERE WATER INFILTRATION 12 1S/8" See Note 2 x RESISTANCE 15 NOT REQUIRED OR OVERHANG IS PER FIG 1.IF SO,+DP'S SHOWN IN WHERE THE OVERHANG(OH) .: TABLE 3 MAY BE USED. 13 23/4" +50.0 psf W LENGTH IS EQUAL TO OR _*: No.58705 14 3-1/2" +73.3 psf = GREATER THAN THE OVERHANG - ; 3)SEE SILL RISER TYPES ON SHEET 4. 15 4.1/2" +100.0 psf O HEIGHT IS EXEMPTED FROM -;00'•�-7 I-t ('7 Qf` WATER INFILTRATION p S4 TE 4)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 16 5.1/4" +105.0 psf RESISTANCE. �' ,•F<ORIDp•, G�=� C1 . 5)REFER TO ANCHOR NOTES,SHEET 1. sSZONAV- 0 6)SEE SHEETS 12-15 FOR ANCHOR LOCATIONS&SPACING. ALUMINUM SLIDING GLASS DOOR NOA(LM) a 10/05/15 1070 TECHNOLOGY DR A MINN LLER, 68705 P.E. N.VENICE,FL 34275 DP&ANCHOR QUANTITY TABLE It J ROSOWSKI (941)-480-1600 DLO WIDTH=NOM.PANEL WIDTH-7.875" CERT.OF AUTH.#29296 DLO HEIGHT(STD.BOT.RAIL,#22)=DOOR UNIT HEIGHT-13.47" a UPDATED TABLE 3. JJJ104105117 COPYRIGHT02017 DLO HEIGHT(TALL BOT.RAIL,#23)=DOOR UNIT HEIGHT-17.29" PGT INDUSTRIES,INC. PANEL HEIGHT=DOOR UNIT HEIGHT-2.25" SGD-780 1JI NTS 8 OF 18 1 MD-780.0 � B ALL RIGHTS RESERVED EXAMPLE 1: HEAD/SILL MAY Q 3-PANEL,3 TRACK,STRAIGHT CONFIGURATION-PXXX, FOR STABILITY OR TO ALIGN A BE SPLICED AS INTERIOR (_CENTERLINE CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL INTERIOR MOUNT POCKET, SPLICED HEAD/SILL,EXTRA ANCHORS NEEDED. I OF INTERLOCK �OF INTERLOCK ANCHOR INFORMATION. 48'X 80"NOM.PANELS,LAMINATED,IG GLAZING, MAY BE ADDED IN THE POCKET 6" CENTERLINE CENTERLINE CENTERLINE ANCHOR GROUP8INWOODSUBSTRATE, MAX. OFPANELI OFPANEL2 OF_ PROJECT DESIGN PRESSURE REQUIRED:+98.2/-108.6 PSF o 0 0 • I • • • I I N"MAX. 0 0 0 ++3• 24-MAX. 6" '+3"ANCHORAGE, "+3•ANCHORAGE, MAX. ANCHORAGE,— SHEET 12 SHEETI2 , SHEET I2 ` 1 \ CB"CLUSTER, EXTERIOR •C6"CLUSTER, END ANCHORAGE SHEET 13 f L, SHEET 13 (MIN.1 ANCHOR) FRAMEJAMB SEE POCKET JAMB REQUIRED @ INSTALLATION ON HEADlSILL ANCHORAGE DETAILS INTERIOR POCKETS SHEET6 'ANCHOR PXXX.3-TRACK /—PAIR- POCKET BY OTHERS,SEE NOTE 6,SHEET 6 4ANCHORS / USER INSTRUCTIONS: PERPENDICULAR / TO THE GLASS 4 ANCHORS EXTERIOR 1)KNOWING THE PRODUCTS REQUIREMENTS,SCAN THROUGH TABLES 1-3 FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS PARALLEL TO THE REQUIREMENT OF+98,2/-108.6 AT A NOM.PANEL SIZE OF 48"X 80".FROM TABLE 3,SHEET 8,THE DESIGN PRESSURE IS THE GLASS +105/-115 WHICH EXCEEDS THE PROJECT DESIGN PRESSURE REQUIREMENTS. FOR WOOD INSTALLATION Head/Sill 06+3 USING ANY ANCHOR IN GROUP Jamb 10 B(SEE TABLE A),TABLE 3 SHOWS Ffiook 4+4 ANCHOR REQUIREMENTS OF: 24-1/2" MAX 6+MIN' 2)ANCHOR LOCATION DETAILS,(AS SHOWN ON THIS SHEET)CAN BE FOUND ON: 24-1/2" HEAD/SILL:SHEET 13 FOR THE"C6•'CLUSTER ANCHORS AT INTERLOCK,SHEET 12 FOR THE INTERMEDIATE"+3"ANCHORS MAX. LOCATED AT THE CENTERLINE OF ALL 3 PANELS. Aw JAMB:5 PAIRS OF ANCHORS=10 TOTAL ANCHORS;REFER TO PRODUCE wItb tke s+aeaepbiug wlttr tke F7oeirta SHEET 12 FOR GENERAL LAYOUT. END PANEL ANCHOR EXCEPTION,("+1"ANCHORAGE ONLY): •e N• }-7-OYZO•o1/ !:4 P-HOOK:4 ANCHORS PERPENDICULAR TO GLASS AND 4 DISTANCE TO NEXT CLUSTER 9zPtr�A6e•D•te� 22— ANCHORS PARALLEL TO GLASS;REFER TO SHEET 15 FOR TO BE 24"O.C.OR LESS GENERALLAYOUT. MIN. 3)INSTALLATION DETAILS INTO WOOD CAN BE FOUND ON: • HEAD/SILL&JAMB:SHEETS 3&4 . �1Y LYNN I"/" P-HOOK:SHEET 6 • • �'�' 10ENF M��!_�� 241/2- CENTERLINE OF END PANEL �•• / FOR PRODUCT REFERENCES,ALSO SEE: _*: No.58705 MAX. A SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT O.C. ) ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY _ INTERIOR EXTERIOR LOCATIONS OF CROSS-SECTION DRAWINGS. REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR ='D �7 � B)SHEET 11 FOR SPECIFIC GLAZING TYPES. CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT ��0 �� C)SHEET 16 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. REQUIRED AT THE MIDSPAN AS PER THE FIGURE ABOVE: %'� / D)SHEETS 4&17 FOR EXTRUSION CROSS-SECTION DRAWINGS, icSsljr I I I I... dkl E SHEET 18 FOR A BILL OF MATERIALS. ONAL 14.5/16'MAX. 11"MAX. 7-11/16"MAX. - A.LYNN MILLER,P.E. ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15 1070 TECHNOLOGY DR P.E.#58705 N.VENICE,FL 34275 P-HOOK JAMB STRAIGHT DOOR EXAMPLE & J ROSOWSKI (941}480-1600 ANCHORAGE ANCHORAGE CERT.OF AUTH.#29296 DETAILS DETAILS NO CHANGES THIS SHEET. k 04/05/17 COPYRIGHT02017 PGT INDUSTRIES,INC. SGD-760 NTS 111 9 OF 18 Jill MD-780.0 B A 0 LL RIGHTS RESERVED EXAMPLE 2: USER INSTRUCTIONS: 5-PANEL,2 TRACK, 11°MAX. 1)KNOWING THE PRODUCT REQUIREMENTS,SCAN THROUGH TABLES 1-3 FOR A DESIGN PRESSURE THAT 90°OUTSIDE CORNER-PXX/XXO, MEETS OR EXCEEDS THE REQUIREMENT OF+68.4/-77.1 AT A NOM.PANEL SIZE OF 54"X 84".FROM TABLE 1, EXTERIOR MOUNT POCKET, SHEET 7,THE DESIGN PRESSURE IS+80/-80 WHICH EXCEEDS THE PROJECT DESIGN PRESSURE 54"X 84"NOM.PANELS,LAMINATED GLAZING REQUIREMENTS. ANCHOR GROUP C IN CONCRETE SUBSTRATE 14-5n6•MAX. PROJECT DESIGN PRESSURE REQUIRED:+68.4/-77.1 PSF FOR CONCRETE INSTALLATIONHead/Sill C4+2 USING ANY ANCHOR IN GROUP Jemb 8 C(SEE TABLE A),TABLE 1 SHOWS P hods 4+4 ANCHOR REQUIREMENTS OF: NO FRAME JAMB 4ANCHORS FOR ° ° •"' REQUIRED @ PERPENDICULAR 'ANCHOR 2)ANCHOR LOCATION DETAILS,(AS SHOWN ON THIS SHEET)CAN BE FOUND ON: STABILITY, EXTERIOR TO THE GLASS 4 ANCHORS PAIR" HEAD/SILL:SHEET 13 FOR THE"C4"CLUSTER ANCHORS LOCATED AT THE ASTRAGAL AND INTERLOCKS, EXTRA POCKETS PARALLEL TO ANCHORS THE GLASS SHEET 12 FOR THE INTERMEDIATE"+2 ANCHORS. MAY BE 6,44• HEAD/SILL @ CORNER:SHEET 14 FOR THE"C4"CLUSTER ANCHORS @ THE 90°CORNER. ADDED IN '•',i SEE POCKET JAMB MIN. JAMB:4 PAIRS OF ANCHORS=8 TOTAL ANCHORS;REFER TO SHEET 12 FOR GENERAL LAYOUT. THE POCKET o " (�; INSTALLATION ON 6"MIN. P-HOOK:4 ANCHORS PERPENDICULAR TO GLASS AND 4 ANCHORS PARALLEL TO GLASS;REFER TO SHEET POCKET BY SHEET 6 15 FOR GENERAL LAYOUT. OTHERS,SEE NOTE s,SHEET 8 MAX^ 3)INSTALLATION DETAILS INTO CONCRETE CAN BE FOUND ON: 6•MAX.TO OPENING HEAD/SILL&JAMB:SHEETS 3&4 EDGE OF POCKET 24-112• P-HOOK:SHEET 6 MAX. END ANCHORAGE FOR PRODUCT REFERENCES,ALSO SEE: za^MAX.D.C. (MIN.1 ANCHOR) A)SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LOCATIONS OF CROSS-SECTION DRAWINGS. "+2"ANCHORAGE,SHEET 12 B)SHEET 11 FOR SPECIFIC GLAZING TYPE. • oFPANEL t C)SHEET 16 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. • CENTERLINED)SHEETS 4&17 FOR EXTRUSION CROSS-SECTION DRAWINGS. 24-1/z"MAX. E)SHEET 18 FOR A BILL OF MATERIALS. 24"MAX.D.C. D.C. END PANEL ANCHOR EXCEPTION,("+I"ANCHORAGE ONLY): EXTERIOR INTERIOR ( "CLUSTER,SHEET 13 � � DI TO BE 24"0 STANCE TO C.OR LESSXT ER r"C4L ERINE OF INTERLOCK • • M A"'� '••1:tie EZty' RZ a �•e� 14-5118"MAX. 11"MAX. EXTERIOR 'tasn ;, 2Z 7.11116-MAX, r� • • - L1/ / •N 2'ANCHORAGE,SHEET 12 P-HOOK CENTERLINE OF END PANEL JAMB 60° •fCINTERLINE ANCHORAGE ANCHORAGE ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY �NOM. OF PANEL 2 \\\ N.+y LYNN DETAILS DETAILS REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR �� j�Q PANEL • .� •V10EN i SEE FIGURE ABOVE FOR CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT WIDTH °C4°CORNER CLUSTER,SHEET 14 ADDITIONAL ANCHOR REQUIRED AT THE MIDSPAN AS PER THE FIGURE ABOVE: ` Q. ••.��: CENTERLINE CENTERLINE INFORMATION. 6" * i'Itl.S87Q3 --OF INTERLOCK rOF ASTRAGAL0 ••_ *C CENTERLINE CENTERLINE CENTERLINE MAX.Mme _ 1`^ I FOR FIXED PANEL,REFER TO"0" OF PANEL 3 OF PANEL 4 OF PANEL 5 PANEL BRACKET DETAILS,SHEET 3 .••, Ly/ • %0 A7E 7=•((�� • • • • • • • END ANCHORAGE(MIN.IANCHOR) i, '•-PtIGR1 f+•,•'•��� •,,S+1,,/ONAL111��� S� ANG,. Ni A EXTERIOR "+2°ANCHORAGE, °+2"ANCHORAGE, 24"MAX. A.LYNN MILLER,P.E. SHEET I2 SHEET I2 "+z"gIJC11oRAGE,_ ALUMINUM SLIDING GLASS DOOR NOA(LM) Iml 10/05/15 1070 TECHNOLOGY DR P.E.058705 "C4"CLUSTER, °C4°CLUSTER, SHEET 12 N.VENICE,FL 34275 SHEET 13 SHEETI3 CORNER DOOR EXAMPLES J ROSOWSKI (941)-480-1600 CERT.OFAUTH. HEAD/SILL ANCHORAGE DETAILS NO CHANGES THIS SHEET. 141104/05/17 COPYRIOHTm2017 90°OUTSIDE CORNER,PXX/XXO 2-TRACK PGT INDUSTRIES,INC. Rl. .11 SGD-780 NTS III 10,OF 18 1111 MD-780.0 I j:2' B ALL RIGHTS RESERVED t-1118'NOM. 1-1116'NOM. 7118'NOM. 9/16-NOM. 3/16'HS GLASS 3/16'HS GLASS 3116•FLS GLASS 114-HS GLASS .090'PVB OR SG .OBO'PVB OR SG .090"PVB OR SG .096 PVB OR SG 3/1V ANN GLASS 3/16•ANN GLASS 3116-ANN GLASS 114-ANN GLASS 7116 AIR SPACE 316'AIR SPACE fi9 16 69 3116'T GLASS 69 114•T GLASS bg .10 68 W 67 et OR 6a ,65 NOM. Q OR es .65'NOM. (SOa. .65'NOM. OOR 66 .65'tJOM. GLASS GLASS GLASS GLASS BITE BITE 6MFR� BRE EMER.R BITE \ a a E%ER DR a 65 a nas 60 rz-m � 66 ,9 ,B r, Part# Description Material 72 Kommerling 4SG TPS Spacer System GLASS TYPE 1(WITH PVB) G SS TYPE 2 ITH PVB GLASS TYPE 3(WITH PVB) GLASS TYPE 4(WITH PVB) See this GLASS TYPE 5 WITH SG LASS TYPE 6 WITH SG GLASS TYPE 9(WITH SG) GLASS TYPE 10(WITH SG) 73 Quanex Super Spacer nM With Hot Melt Butyl Sheet for 74 Quanex Duraseal Spacer Materials 75 Cardinal XL Edge Spacer 7116• 9116'NOM. REFERENCE TEST REPORTS:FTL-8717,8968 8 8970 •_GLASS - 1W HS GLASS— .090,LG LASS.090"6G .0965G 3/16'HS GLASS 114•HS GLASS SILICONE STRUCTURAL HOT-MELT BUTYL gg 69 SILICONE 66 STRUCTv 3118"NOM. 6g OR ez 114"NOM. FOAM 61 0R 61 .fiY NOM O .66 NOM. POLYISOBUMWITH Q GLASS GLASS WITH DESICDESICCANT BITE BITE EXT.GLASEXT.GLASS `� EMEB'OB a w a 69 76 0 NT.GLASS INT.GLASS GLASS TYPE 7 GLASS TYPE 8 PRODUC f rt8Yt5EB e3 comply-seg wad the FTBft, 72 KODISPACE 73 SUPER 21Bid1n'MtN 1-1118'NOM 1-1N6'NOA1. ACCBpt6HSS 110 17-042c•Dy 4SG TPS S S PACER®NXT Tm 3116 HSA 3/16"HS GLASS Elylr&m Date_e 24,20 – . .096 SGIF 1, 74A " �Y- 3/16'HS3116'HS GLASS P (1801 /C76;ak41 ALUMINUM 7/16AIR3/8'AIRSPACE \\ LYN 7� REINFORCEMENT POLYISO- DESICCANT FILL AREA. 3/16Ttra'rcLAss gg \\\ �pN.......N /i1� BUTYLENE' 6r "ANN"=ANNEALED 'LICENSE'•., SEAL 5/16"NOM. 5116"NOM. SILICONE SEAL OoROM. 66 OR 63 .65'NOM. jS_TEMPERED ENGTHENED BUTYL 8 ROLL-FORMED cLAss No.58705 *- DESICCANT ssSTAINLESS STEEL MTE E ROR BITE "PVB"_.090"TROSIFOL®PVBFOAM a INTERLAYER BY KURARAY — D :C,( � �EXT.GLASS sa wEXT.GLASS r:-r5 AMERICA,INC. �p'•, SfA IOF ,�'!,q r1 "SG"=.090"SENTRYGLASm �'•.,F(ORIDP.•'' \��` GLASS TYPE 11 GLASS TYPE 12 AMERICA,INCINTERLAYER . "17,, KURARAY '�'iSS,70NAL�N`?\`` ��//Il111111 INT.GLASS INT.GLASS A.LYNN MILLER,P.E. DURASEAL® 75 XLEDGETM ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/151070 TECHNOLOGY DR P.E.#58705 7a O SPACER N.VENICE,FL 34275 SPACER GLAZING&SPACER DETAILS &, J ROSOWSKI (941)-480-1600 =g� ERT.OF AUTH.#29296 ADDED SPACERS-JR COPYRIGHT02017 PGT INDUSTRIES,INC. SGD-780 NTS 11 OF 18 j MD- ALL RIGHTS RESERVED JAMB ANCHOR LAYOUT FOR ALL DOORS:- HEAD/SILL "+" INTERMEDIATE ANCHORS LAYOUT FOR ALL DOORS: PANEL rif it If:j PANEL PANEL CIENTERLINE CENTERLINE CENTERLINE F 6"DIAG. 2.53" - 6"DIAG. EXTERIOR i - EXTERIOR EXTERIOR EXTERIOR 24-112" 24-V2- 2-TRACK INTERMEDIATE EXTERIOR MAX 'ANCHOR MAX "+I'ANCHOR LOCATION 3-TRACK INTERMEDIATE PAIR" "+l"ANCHOR LOCATION 4-TRACK INTERMEDIATE O.C. O.C. '+2`ANCHOR LOCATION (ALSO USE WHERE"+1"ANCHOR IS REQUIRED) 2.53" 5,44" 5.44" 1, PANEL PANEL PANEL CENTERLINE 7-11/16" 7-11/16" CENTERLINE CENTERLINE 253" 4 MAX. MAX. 2-TRACK FRAME JAMB ( 3-TRACK FRAME JAMB ANCHOR PAIR ANCHOR PAIR EXTERIOR 2.53"-J --4 1 1--3,31" 1.66" EXTERIOR 3.31 EXTERIOR U 2-TRACK INTERMEDIATE 1.66" 3.31" "+2'ANCHOR LOCATION 3-TRACK INTERMEDIATE ril if it '+rANCHOR LOCATION 4-TRACK INTERMEDIATE (ALSO USE WHERE"+2"ANCHOR IS REQUIRED) '+4"ANCHOR LOCATION (ALSO USE WHERE'+3' 2.53" 6"DIAG� 2.53" 6"DIAG� PANEL ANCHOR IS REQUIRED) PANEL CENTERLI NE CENTERLINE ' 3.31" 2.53" EXTERIOR EXTERIOR 24-1/2 24-112" MAX MAX. I PRODUC J7 REVISM O.C� XTERIOR 9.63"-j III;wAlplyLon Willi Ike Flarift O.C.cEXTERIOR buk!kgCodo i 'u, Acceptmeerie 17-044-OY 5."" 2-TRACK INTERMEDIATE 15 3-TRACK INTERMEDIATE wlku..0-1- 5.44" LOCATION '+4"ANCHOR LOCATION 7-11116" FIGURES PERTAIN TO THE FOLLOW NG INTERMEDIATE IN PANEL ANCHOR LOCATIONS: MAX. MAX. CENTERLINE 7-11/16" 4.17" 3-TRACK FRAME JAMB 2.53 tV LYNNE 4-T IB ........ ANCHOR PAIR N (ALTERNATE ANCHOR LOCATION ANCHOR PAIR No.58705 iii t 4- Head/Sill C4 1 2" -7 1717tU FIGURES PERTAINS TD THE FOLLOWING.IAMB NOTES: —;57— 2-TRACK INTERMEDIATE a +a ANCHOR LOCATION P-hook 4+4 ANCHOR LOCATIONS: 1)ALL DIMENSIONS SHOWN ARE fO =33,V 1116" - EXTERIOR 7 n17 ST • a OROP- s BASED N MINIMUM , 6/6"L UNLESS OOTHERWISE NOTED.ALLOWED NOTES: A.LYNN MILLER,P.E. 2)FOR 3-TRACK JAMBS,ANCHORS 1)ALL DIMENSIONS ALUMINUM SLIDING GLASS DOOR NOA(LM) IP/05/15 1070 TECHNOLOGY DR REA 68705 MAY BE INSTALLED EITHER IN THE SHOWN ARE BASED ON N.VENICE,FL 34275 EXT.OR INT.TRACK. MINIMUM ALLOWED. ANCHOR LAYOUT .6 J ROSOWSKI (941)-480-1600 Head/Sill C4+1 CERT.OF ALITH.#29296 Jamb 3)MIN.OF 8 ANCHORS IN JAMB(4 2)SILL SHOWN,HEAD NO CHANGES THIS SHEET, 04/05/17 COPYRIGHT @ 2017 P-hook 4+4 PAIRS). SIMILAR. M PGT INDUSTRIES,INC. SGD-780111 NTS 111 12 OF 18 MD-7"80.0 $01 B ALL RIGHTS RESERVED FIGURES PERTAIN TO THE FOLLOWING HEAD/SILL CLUSTER ANCHORS LAYOUT FOR INTERLOCKIAGTRAGALANCHOR LOCATIONS: ASTRAGAL OR ASTRAGAL OR ASTRAGAL OR ASTRAGALO INTERLOCK SP LOCATION INTERLOCK SPLICE LOCATION INTERLOCK SPLICE LOCATION INTERLOCK CI 6CATIQN CENTERLINE / F NEEDED CENTERLINE IF NEEDED CENTERIINE7 IF NEEDED CENTERLINE IF NEED I 4" 2„ I 4 1.66" I 3.31" 2�� I 4.1 T, /2 Heati/Sill C 1 ° !IPI.EQUIRED, Jamb .53„ ° -- ° 2.53" ° ° ° 2.53" ° - ° ° ° I ° ° 53" P hook 484 EXfE OR 4.17" EXTERIOR 4.17" EXTERIOR 4.17' EXTERIOR 3.31- 2-TRACK 2-TRACK FRAME 2-TRACK FRAME 2 TRACK FRAME 15 SE WHEUSE WHERE 6 CLUSTER (USE WHERE 8 CLUSTER (USE WHERE 10 CLUSTER ANC S ARANCHORS ARE REQUIRED,"C6) ANCHORS ARE REQUIRED,'C8) ANCHORS ARE REQUIRED,'C70') (FOR SPLICE CONDITION,DO NOT CONDITION,DO NOT ASTRAGAL OR ALQR ASTRAGAL OR ASTRAGAL OR ASTRAGAL OR USE THIS DETAIL, ��_S USE THIS DETAIL, INTERLOCK INTERLOCK PNGEkO 0 K SPLICE LOCATION INTERLOCK INTERLOCK SPLICE LOCATION SEE NOTE 3) 7 SEE NOTE 3) CENTERLINE CENTERLINE IF NEEDED CENTERLINE IF NEEDED CENTERLINE CENTERLINE IF NEEDED 3.31" I 4„ 4" 3.31" 2.53" 3.31" 2.53" 0 0 00 2.53" ° ° 2.53" o 0 0 0 0 0 0 0 EXTEOR 4.17" EXTERIOR 41 " EXTERIOR 4.17" RIEXTERIOR 4'17 EXTERIOR 417" 1-1 3-TRACK FRAME 3-TRACK FRAME ID 3-TRACK FRAME � 3-TRACK FRAME 3-TRACK FRAME (USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 8 CLUSTER (USE WHERE 10 CLUSTER (USE WHERE 10 OR 12 CLUSTER ANCHORS ARE REQUIRED,'C4-) ANCHORS ARE REQUIRED,'C6') ANCHORS ARE REQUIRED,"C8') ANCHORS ARE REQUIRED,'Cl 0-) ANCHORS ARE REQUIRED,-C12-) (FOR SPLICE (FOR SPLICE PRODUCT'REvmD ASTRAGAL OR ASTRAGAL OR DASTRAGAL OR ASTRAGAL OR CONDITION,DO NOT ASTRAGAL OR CONDITION, O NOT ��PtY�RFfi1&tie INTERLOCK SPLICE LOCATION INTERLOCK USE THIS DETAIL,- INTERLOCK SPLICE LOCATION INTERLOCK USE THIS DETAIL, INTERLOCK--[— NTERLOCK SPLICE LOCATION Isa1ding Lade CENTERLINE IF NEEDED CENTERLINE SEE NOTE 3) CENTERLINE �IF NEEDED CENTERLINE SEE NOTE 3) CENTERLINE IFNEEDED Acc[pfafle[N0�-dV7�t7y F�:ra£kee DeteZ 1.66" 4.1 — 2 Iftp46 3.31" 3.31" 3.31" — 4" e^ETa4 0 o ° IN l,,,2.53" 3„ ° 2.53" N 4C0 0 2.53" �• No.58705 EXTERIOR 4.17" EXTERIOR EXTERIOR EXTERIO . EXTERIOR 4.17"4.1T' a rl_ 4-TRACK FRAME ,TI, 4-TRACK FRAME �+ny 4-TRACK FRAME 2I�y 4-TRACK FRAME 15 4-TRACK FRAME :'o3. ,• ' r - �J (USE WHERE 4 CLUSTER �/ (USE WHERE 8 CLUSTER v (USE WHERE 8 CLUSTER v (USE WHERE 10 CLUSTER �/ (USE WHERE 10 OR 12 CLUSTER �'��� ANCHORS ARE REQUIRED,'C4-) ANCHORS ARE REQUIRED,-CB') ANCHORS ARE REQUIRED,-CB') ANCHORS ARE REQUIRED,'Cl 0') ANCHORS ARE REQUIRED.'C12") O� F�ORIDP,.•'G��� is •....... //'/`S70NAI_e �i oo\ 111111111111 NOTES: a 1070 TECHNOLOGY DR A.LYNN MILLER,P.E. �ALUMINUM SLIDING GLASS DOOR NOA(LM) g 10/05/15 P.E.fl58705 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. N.VENICE,FL 34275 2)SILL SHOWN,HEAD SIMILAR. ANCHOR LAYOUT t J ROSOWSKI (941)-480-1600 CERT.OF AUTH.#29296 x NO CHANGES THIS SHEET. 3 04/05/17 COPYRIGHT02017 3)IF A SPLICE IS NOT SHOWN AT A GIVEN CLUSTER QUANTITY, PGT INDUSTRIES,INC. USE THE NEM HIGHER CLUSTER QUANTITY. SGD-780 Ill NTSill 13 OF 18 MD-780.0 16$1 B ALL RIGHTS RESERVED TO THE HEAD/SILL 90° CORNER CLUSTER ANCHORS LAYOUT: FIGURES PERTAINIONS: FOLLOWING 90'CORNER ANCHOR LOCATIONS: 2.53" 2.53" 4.17" 2.53" 2.53" 4.17" 5.11" 4" 4" Head/Sill C 1 Jamb 8 4.17" P-hod( 4+4 4" 3.31" EXTERIOR 3.31" EXTERIOR 4" 3.31" EXTERIOR 3.31" EXTERIOR 15 ID1 90'CORNER,2-TRACK 90"CORNER,2-TRACK 90"CORNER,2-TRACK 90•CORNER,2-TRACK v (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED,ERE 6 CLUSTER C6' ANCHORS ARE REQUIRED,-CS") ANCHORS ARE REQUIRED, C10') ANCHORS taARE LR�EQUIRED,"� ,� 2.53" 2.53" 7 4.17" 2.53" 4.17" 2.53" 4" 4.17" 4" 3.31" 4" 3.31" 4 3.31" EXTERIOR 3.31' EXTERIOR EXTERIOR EXTERIOR 90°CORNER,3-TRACK 90"CORNER,3-TRACK 90'CORNER,3-TRACK 90°CORNER,3-TRACK (USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 8 CLUSTER (USE WHERE 10 CLUSTER PROi➢UC P REQ ANCHORS ARE REQUIRED,' ANCHORS ARE REQUIRED,'�62J ANCHORS ARE REQUIRED,'C8') ANCHORS ARE REQUIRED,'C10') a=e- p(�1`8�'ii'A Y614 ARK..„Code , ACSfaf25' NO o4Z0.OI � Ekpins"Qa1c ,g2Z 4.17" 2'53 NOTES:ALL DIMENSIONS SHOWN ARE BASED ON `\�� 2.53" 2.53" 5.06" ) �;��ONV CEN S, MINIMUM ALLOWED. _ 3.31" 2)DETAILS DEPICT ANCHOR QUANTITY AND No.58705 3.31" SPACING,AND WOULD BE SIMILAR FOR INSIDE = k AND OUTSIDE CORNER CONFIGURATIONS. s 47 - 3)SILL SHOWN,HEAD SIMILAR. -�O•t� FOP.. EXT(E�RIOR i��`s'•..LORILOR%. . 4'< 3.31"EXTERIOR 4„ EXTERIOR 4 ''��S��NA� ��• 4.17" nn1�1 A.LYNN MILLER,P.E. 90-CORNER,4-TRACK V 90°CORNER,4-TRACK 90"CORNER,4-TRACK A ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15 1070 TECHNOLOGY DR P.EA 58705 (USE WHERE 4 OR 6 CLUSTER (USE WHERE 8 CLUSTER (USE WHERE 10 CLUSTER N.VENICE,FL 34275 ANCHORS ARE REQUIRED,"C6' ANCHORS ARE REQUIRED,- ANCHORS ARE REQUIRED,'C_10-) ANCHOR LAYOUTJROSOWSKI (941}'450-1600 CERT.OF AUTH.#29296 NO CHANGES THIS SHEET. �� 04/05/17 COPYRIGHT ®2017 PGT INDUSTRIES,INC. SGD-780 NTS 140E 18 $ MD-780.0 # B ALL RIGHTS RESERVED P-HOOK ANCHORS LAYOUT HEAD/SILL 1350 CORNER CLUSTER ANCHORS LAYOUT: FOR ALL DOORS: 4.17 4.17° kx 11" 2.53" 4" 4.17' 4" ° MAX. e 4.17" � EXTERIOR (�I ° EXTERIOR 14-5/16",MAX.J 2.53" v EXTnERIOR 2.53" 4" EXTERIOR 1}► n 3.31" 4" — 3.31" V 3.31" 3.31" V 135'CORNER,2-TRACK 135°CORNER,2-TRACK 135°CORNER,2-TRACK 135°CORNER,2-TRACK (USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 8 CLUSTER (USE WHERE 10 CLUSTER ANCHORS ARE REQUIRED,"C4" ANCHORS ARE REQUIRED, ANCHORS ARE REQUIRED.'28') ANCHORS ARE REQUIRED. C11) 4" 2.53" 2.53 4.17'04 � 4.17" 4.17" ° EXTERIOR RIOR EXTERIOR2.53" 3.31" 4" 3.31" 24-112" 3.31" MAX. 135°CORNER,3-TRACK 135°CORNER,3-TRACK 135'CORNER,3-TRACK 24-1/2" (USE WHERE 4 OR 6 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 10 CLUSTER MAX ANCHORS ARE REQUIRED,'C6' ANCHORS ARE REQUIRED,'C8' ANCHORS ARE REQUIRED,•C10' ! 4.17" ere�Dr�csttcanSF3D 4" 2.53" As crr.Fgty{og 1ri4h ttisFlc 4" 4"' 6Lx3irg Golfo Acceptaoce No 7'G�20•fit/ MPEXTERIOR 4.13" 4.17"EXTERIOREXTERIOR `111111111///// MAX.J:� 14-5/16"MAX. `\��`'ONY LYNNMi 5.06" 2.53„ 3.31„ 3.31„ ` 135°CORNER,4-TRACK 135°CORNER,4-TRACK 135"CORNER,4-TRACK Q�• '�� �� (USE WHERE 4 CLUSTER (USE WHERE 6 OR 8 CLUSTER (USE WHERE 10 CLUSTER * NO.58705 NOTES: ANCHORS ARE REQUIRED,"C4• ANCHORS ARE REQUIRED,"C� ANCHORS ARE REQUIRED,'C10' 1)SEE TABLES 1-3 FOR EXACT QUANTITY FIGURES PERTAIN TO THE OF ANCHORS REQUIRED IN THE P-HOOK. FOLLOWING 13s coRNER �.{{�1 ANCHOR LOCATIONS: 10,••' S A O I�•'•�(/�� FIGURE PERTAINS TO THE FOLLOWING POCKET JAMB NOTES: ��•'••.FC OR70?'.•''G\•�\� (P-HOOK)ANCHOR LOCATIONS: 1 ALL DIMENSIONS SHOWN ARE BASED --- ON MINIMUM ALLOWED. ZONAL 2) I I ~ A.LYNN MILLER,P.E. Y 2)DETAILS DEPICT ANCHOR QUANTITY ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15 1070 TECHNOLOGY DR P.E.#58705 � 0 i 0 AND SPACING,AND WOULD BE SIMILAR N.VENICE,FL 34275 I FOR INSIDE AND OUTSIDE CORNER ANCHOR LAYOUT j£J ROSOWSKI (941)-480-1600 Head/Sill C4 1 CONFIGURATIONS. CERT.OF AUTH.929296 Head/Sill C4+1 NO CHANGES THIS SHEET. J 04/05/17 COPYRIGHT®2017 Jamb 81 Jamb 1 8 3)SILL SHOWN,HEAD SIMILAR. PGT INDUSTRIES,INC. P-hod( 5 P•hQDk 4+4 SGD-780 NTS ` 150F18 MD-780.0 B ALL RIGHTS RESERVED 4 INSIDE 90° OUTSIDE 90' INSIDE 90° OUTSIDE 90° OUTSIDE 135° INSIDE 135° ASTRAGAL ASTRAGAL ASTRAGAL OUTSIDE 90° ASTRAGAL CORNER CORNER OUTSIDE 135' INSIDE 135• ASTRAGAL ASTRAGAL SINGLE SINGLE DOUBLE FIXED LOCKSTILE ASTRAGAL BOX IN ASTRAGAL BOX OUT RECEIVER ASTRAGAL RECEIVER LOCKSTILE LOCKSTILE ASTRAGAL ASTRAGAL RECEIVER RECEIVER PANEL INTERLO OUT CK INTERLOCK INTERLOCK STILE W/HANDLE BOX IN WI HANDLE BOX OUT W/HANDLE W/HANDLE RECEIVER WI HANDLE W/HANDLE W/HANDLE RECEIVER RECEIVER W/HANDLE WI HANDLE TYPES � ,-.� ,�� _•� � - -6-19 SIORLOCK INTERLOE F PP K �L�, TA TC TR TQ TV TW SINGLE INTERLOCK D O P A C C SA SC IC SQ SV SW IN (eoxv.9 (BOX Our) DOUBLE I YR GR INTERLOCK FIXED STILE RR R Y �S, S FD FC FV FW LOCKSTILE I W/HANDLE D M G ��+ oxom oxny) W lBOX xo ASTRAGAL BOX IN PANEL NOTES: Bo"� ffl +m LEFT 41NTERIOR RIGHT 1.SEE DP/ANCHOR TABLES 1-3,SHEETS 7-8 FOR PANEL SIZES&DESIGN PRESSURE. ASTRAGAL PANEL PANEL BOX IN W/HANDLE IN ox STILE EXTERIOR STILE 2.PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE NOT AVAILABLE. ASTRAGAL BOXOUT T PANEL"E"SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND 3.MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL oxo OXMM APPLICABLE STILE/ASTRAGAL REQUIREMENTS. ASTRAGAL LR WR IS 60". BOX OUT WI HANDLE (BoxoM Pmoin) INS.99°ASTRAGAL AT AS DF SILICONE RECEIVER WI HANDLE BY OTHERS 5/16" PRODUCE REY®8B OUTSIDE 90 ASTRAGAL CF 51 WASHER csc mPlOngw19et11B A RECEIVER V 84 #8 X 1"PH SMS, bdongoode 3-TRACK SHOWN; AcccpmaceNot UT.90a CEIVRAGAL Eaplralda®pgfot 3�2 WEHANDLE ER /CT cs FOR 2 TRACKS B. lu^'' `•L�^�„� INS.90°CORNS FRAMES& Ml,ar° p"jt$c'Qg" LOCKSTILERT Cl 4SCREWS FOR WHANDLE 4-TRACK FRAMES \��` N`(LYNN OUT.90°CORNER 'o,..•••..•• QT QS 50 5/16"X 2" �'t;.•'1,10ENSF''• LOCKSTILE LAGBOLT Q-•; W/HANDLE *: N0.58705 OUTSIDE 135° PANEL CORNER DETAIL FRAME CORNER DETAIL = ASTRAGAL VF SHOWN WITHOUT STILE COVER 3-TRACK FRAME SHOWN •''� 1'7 RECEIVER �O•• 7 J ( f / i .• 5T TE ••�/� NSIDE 135 IASTRAGER WFRECEIViONAL.E�G`�• OUTSIDE 135*AST. /111II11111� RECEIVER VT VS Y Y V A.LYNN MILLER,P.E. WIHANDLE ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15 1070 TECHNOLOGY DR P.E.058705 INSIDE 135°AST. N.VENICE,FL 34275 WECEIVER WT WS S PANELTYPES �' J ROSOWSKI (941)-480-1600 a NO CHANGES THIS SHEET. 04/05/17 CERT.OF AUTH.#29296 COPYRIGHT©2017 PGT INDUSTRIES.INC. 8 SGD-780 JJJ NTS % 16 OF 18 g MD-780.0 z B ALL RIGHTS RESERVED 1.184 1.084 239 306 .084 �I►- 4.741 -moi �I�- 5.186 -�I �� 9.000 -�� r-- 1.08 ►I .045 1 100 - 2.000 .074 1.938 1.938:] 1 .074 .040 � •717 � .090 .09D 3D INTERLOCK TRIM COVER 3t FRAME SCREW COVER 21 PANEL STILE I ZZ TOP/BOTTOM RAIL-4 1/2" 23 TALL BOTTOM RAIL-9" .090 6.085 8.615 7.443 1.793 �� •293 -�I 2.380 .442 2.380 I -�-►�{ .140 �I I� 1.947 Y� L 1.938 r+- 11.144 125 1 F .847 1.08rLR 241 2.324 101 2.702 101 1.172 075 .965 Ot 2-TRACK JAMB 37 CORNER BACKER PLATE 20 SILL MOUNTING STRIP .045 STILE INTERLOCK DOUBLE INTERLOCK SNAP RAIL O2 2-TRACK JAMB W/SCREEN i1 Imo- 1.045 1.019 24 ADAPTER 25 ADAPTER 2s ADAPTER 27 ADAPTER 6o INTERIOR BEAD r1342�3-TRACK JAMB 1.993 0621.872 ,0621 050 1.300 2,781 125 L 420 1 O4 4 TRACK JAMB 1.616 .L- 125 1.801 H r •09��� 1.845 062 SCREEN SCREEN SCREEN .583 .374 5- .090 2.723 111 BOTTOM 1t2 STILE t14 ASTRAGAL F1.793 3.063 .-�� - 4 2.442 � � 2.836 EXT SILL COVER 425 28 BAASTRAGAL KER PLATE z9 INTERLOCK REINFORCEMENT O P-HOOK 89 "O"PANEL BRACKET .094-U2.835 17 W/SCREEN 2.026 C 094 242 1.521r .12 140 7.205 �I 90°CORNER 90"CORNER .696 4.966 1.000 33 LOCK ASTRAGAL O RECEIVER ASTRAGAL 1.455 I ,045 .307 .125 11.144 =�1 1 39 P-HOOK MOUNT .307 1665 to INT-EXT SILL COVER 5.500 32 ASTRAGAL 11 4-TRACK SINGLE HEAD 110 L13519 2 471 .125 090 .090 -'� 3.349 .045 1.518 °01"'"p�yr0II L � -�_�.693 Lr_v9ing Catu 1.405 }� Aany ranee Ria 1 -04?c•D y 1.495 � � 2.099 �{- .062 901 926 135°CORNER 135°CORNER I/ 6.794 LOCK ASTRAGAL 36 RECEIVERASTRAGAL 19 MIDSILLCOVERSCREEN �Sl+ �44� 10 3-TRACK SINGLE HEAD O5 2-TRACK SILL 912 40 TRACK ADDON Ny LYNN L .090 .090 r'- .782 .125 782 -�1 � 290 �1 `: � 857 .857 �•,.•' 1GEks 850 .850 045050 ,850 050 - .850 .040 -.912 No.58705 * 1.405 1.495 .045 .050 926 7.443 I 61 7/16" 62 9/16" s3 1-1/16" 64 7/1 6 65 9/16" es 1-1/16" = D "� 7 71T-9; 9.323 OOGEE BEAD O OGEE BEAD OOGEE BEAD OSOLIARE BEAD OSOUARE BEAD QUARE BEAD :�0 sf o Os 2-TRACK SINGLE HEAD W/SCREEN Os 3-TRACK SILL 1.423 %��S'•.cCORIOP.•''G\�`� .090 090 �',`S/0NAL�?`� ham- 1.048OFF- 1.872 7rrrrrriliilt�� A1.993 e ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15 1070 TECHNOLOGY DR A LYp,E.958705 NN MILLER,P E 1.405 1.495 M4���,926 .082 ~ N.VENICE,FL 34275 Imo- 6.085 �� (- - 11.853 EXTRUSIONS J ROSOWSKI (941)-480-1600 F �-�-+- .045 CERT.OF AUTH.#29296 O8 2-TRACK SINGLE HEAD O4-TRACK SILL ASSEMBLY 110 SCREEN tt3 SCREEN rc ADDED#110. k�$ 04/05/17 COPYRIGHT©2017 TOP INTERLOCK e d PGT INDUSTRIES,INC. NOTES:1)SEE SHEET 4 FOR SILL RISERS.ALL DIMENSIONS IN INCHES. SGD-780 .25 17 OF 18z MD-780.0 B ALL RIGHTS RESERVED TABLE D: TABLE D,CONTINUED: TABLE D,CONTINUED: # Part# Description Material # Part# Description Material Bill of Material 1 8134 2-Track Jamb 6063 T6 At 43 1695 1-1/2"X 1"X 3/4"Fin Seal Dust Plug # Part# Description Material 2 8135 2-Track Jamb with Screen Rail 6063 T6 At 44 61P248 Vinyl Bulb Weatherstrip @ Interlock Flex PVC 110 4317 Screen Top Rail 6063 T6 AI 3 8133 3-Track Jamb 6063 T6 At 45 6TP247 Vinyl Bulb Weatherstrip @ P-hook Flex PVC 111 4318 Screen Bottom Rail 6063 T6 AI 4 8132 4-Track Jamb 6063 T6 At 46 1644 •187"X.270"Weatherstrip 112 4319 Screen Side Rail/Lockstile 6063 T6 At 5 8118 2-Track Sill 6063 T6 At 48 8175 Comer Astragal Seal 113 8152 Screen Interlock Adapter 6063 T6 At 6 8116 3-Track Sill 6063 T6 At 49 1270 1/2"X 1-1/8"Open Cell Foam Pad,3+Panels 114 4344 Screen Astragal 6063 T6 At 7 8120 4-Track SIII 6063 T6 At 50 5/18"X2"Lagbolt SS 115 7SRAZ Roller Nylon 8 6127A 2-Track Head 6063 T6 AI Nlon 116 7SRAX Roller SS 9 8128A 2-Track Head with Screen Rail 6063 T6 At 51 8197 Lagbolt Washer y 10 8124 3-Track Head 6063 T6 At 52 8153 Tandem St.Sit.Roller Assembly SS 117 1/4"X 1"MS @Top Rail SS 11 8121 4-Track Head 6063 T6 At 53 8153 Tandem Nylon Roller Assembly Steel 118 1/4"X Loc et (d Bottom Rail SS 12 8140 Sill Riser-1-5/8" 6063 T6 At 54 #10"X 1-1/2"Ph.PH.SMS @ Roller SS 119 Screen Lock Steel 13 8139 Silt Riser-2-3/4" 6063 T6 At 55 8052 Roller Adj.Hole Plug PVC 12Screen Lock Keeper Steel 1211 11177 9 #10 X 3/4"Ph.PH.SMS @Keeper SS 14 8138 Sill Riser-3-1/2" 6063 T6 At 60 8022 Interior Bead 6063 TS Al 122 1793 .270"X.150"Weatherstrip 15 8137 Sill Riser-4-1/2" 6063 T6 At 61 8150 7/16"OG Bead 6063 T5 Al 123 1692 Screen Spline-.165" Vinyl 16 8182 Sill Riser-5.1/4" 6063 T6 AI 62 8145 9/16"OG Bead 6063 TS AI 124 Screen Cloth Fiberglass 17 8119A Ext.SIII Cover with Screen Rall 6063 T6 AI 63 8146 1-1/16"OG Bead 6063 T5 AI 18 8117 Int-Ext.Sill Cover 6063 T6 AI 64 8150 7/16"Square Bead 6063 TS AI 19 1 8115 Mid-Sill Cover 6063 T6 At 65 8148 9/16"Square Bead 6083 TS AI 20 1 8183 Sill Mounting Strip/Anchor Plate 6063 T6 At 66 8149 1-1/16"Square Bead 6063 T5 AI 21 8012 Panel Stile 6063 T6 At 67 6TP247 Vinyl Glazing Bulb 9" 23 80130 9"Tall BTall Bottom Rall 6083 T6 At 22 80140 ott Rail 6063 T6 At 68 1643 Foam-filled Glazing Bulb(7/16"glazing only) 24 8104 Stile Adaptor 6063 T6 At 69 Dow 899,995 or Instantglaze Glazing Silicone Silicone 25 8102 Interlock Adaptor(Single) 6063 T6 At 70 1725 Setting Block,1/2"X 4"X 1/16",85+/-5 dura. EPDM 26 8101 Interlock Adaptor(Double) 6063 T6 At 71 1726 Setting Black,1"X4"X 1/16"(IG),85+/-5 dura. EPDM 27 8103 Top Snap Rail Adaptor 6063 T6 AI 72 Super Spacer nXT with Hot Melt Butyl Composite 28 1 8105 Astragal Backup Plate 6063 T6 AI 73 Duraseal Composite 29 8192 Interlock Reinforcement 6105 T5 At 74 Cardinal XL Edge Spacer Composite 30 8200 Interlock Screw Cover with Tslot 6063 T6 At 80 710)34PPSDAX#10 X 3/4"Ph.PH.SMS @ P-hook SS 31 8136 Frame Screw Cover 6063 T6 At 81 #8X5/8"Ph.PH.SMS @Single Interlock SS MMCFREVISM s�ea-4-9xtel{with*e 32 81070 Astragal 6063 T6 All F]oekh 82 #8 X3/4"Ph.PH.SMS @ Double Interlock SS rsul ksR a.& 33 8110 90•Comer Lock Astragal 6063 T6 At 34 6111 90°Comer Astragal Receiver 6063 T6 At 83 710X115PPX #10 X"PH. u .S SMS M Astragal SS 84 1155 #8 X 1"PH.Quad.SMS @Main frame SS �r4wloeDote I.�(y�2•Z 35 13204 135°Comer Astragal 6063 T6 At 8J 72087K Jamb Bumper S� = - 36 8205 135°Passive Comer Mount 6063 T6 At eW aft',e�0 37 8112 90°ComerAstragat Backup Plate 6063 T6 AI 86 78X38PPAX #8X.375"Ph.PH.SMS SS 38 8108 Pocket Door P-Hook 6063 T6 At 87 4385 4 Hole Bumper Stop �vvvvr Y LY 39 6109 Pocket Door P-Hook Mount 6063 T6 AI 88 78X38PPTX #8 X3/8"Ph.PH.SMS Steel ��•,�,�pN, •NA( •,,�� 40 8141 Screen Frame Add-on(Sill) 6063 T6 AI 89 8193 "O"Panel Bracket-12"long Pt1:• LICENSE 41 8142A Screen Frame Add-on(Head) 6063 T6 AI 90 #10 X 3/4"Ph.PH.SMS @ Bracket to Stile SS 42 8143A Screen Track Addon 6063 T6 AI 91 it8 X 3!4"Ph.FH.SMS Bracket to Frame SS = -U %CCS'•2ORIDI!,.•'GA�� S�ONAL 1070 TECHNOLOGY DR 1 11 A.LYNN MILLER,P.E. �ALUMINUM SLIDING GLASS DOOR NOA(LM) � 10/05/15 P.E.#58705 N.VENICE,FL 34275 PARTS LIST`J ROSOWSKI (941)-480-1600 CERT.OF AUTH.#29296 NOTES: NO CHANGES THIS SHEET. 04/05/17 COPYRIGHT02017 PGT INDUSTRIES,INC. 1)ITEMS#47,56-59,75-79&92-109 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. SGD-780 111 NT$111 18 OF 18 Jill MD-780.0 z 6 ALL RIGHTS RESERVED