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Home My WebLink AboutPRODUCT APPROVALFlorida Building Code Onl`! _ - Page 1 of 3 ,K aas Hgne j b0ta s User Re01?tratlon' Not Toplo 50nnitSwche19e I Stnuilkft a Pvblleenons Coned Ua j, DaSS1Le Map LlrW Search db,or Product Approval ,USER: Pebll[Usv Pmtlucf Aeomeal Menu > PmduR o, Aoollcatlon sro2M1> Bnnll[aXon LKt> Appllt'etien Detnil SCANNED •_, Na FL # FL24j R23 BY _ Application Type ,1Aevis St. Lucie County Code Version 2e17 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 PG7Ihd.%tcies Address/Phone/Email 1070 Technology Drive North Venice, FL 34275 (941)486-0100 Ext 22318 druark@pgtinduqdes.com Authorized Signature Jens Rosowski j rosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1D70 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 21140 j rosowski@pgtindustras.Com Quality Assurance Representative Address/Phone/Email Category ,Windows Subcategory Hoiliontal Sfitler�yr Compliance Method Certificatlon Mark or Listing Certification Agency Miaml-Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year TAS 201, 202, 2D3 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A r� Date Submitted 0//2018 It Date Validated O6/01OS/2016 1 COPY Date Pending FBC Approval Date Approved 06/06/2018 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquUsDrhuM3D... 10/3/2018 Florida Building Code On]�__ I Page 2 of 3 Date Revised 09/25/2018 Summary 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 r CAC 17-0411n5 ndf 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 (NCA) 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) WlnGuard Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R23 C CAC 17-0411.07.Ddf 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 11 17-0411.07.ndf Acceptance (NOA) for product performance Information, Verified By: Mlaml-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 " ff i0_1 mpa2t)- Win Guard Aluminum Horizontal Roller Window Limps of Use - Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R23 C CAC 17-0411.06.odf 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 IT 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 Parry: 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.odf Acceptance (NOA) for product performance Information, Verified By: Mlaml-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) Muld-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.Ddf 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.odf Acceptance (NOA) for product performance Information, Verified By: Miami -Dade BCCO - CER anchoragedetails, and anchor type, size, and spacing Created by Independent Third Parry: 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 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: 242.7 HR-5510 (Impact) Vinyl Horizontal Roller Window https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquUsDrhuM3D... 10/3/2018 I' �I Florida Building Code bm...: page 3 of 3 Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL242 R23 C CAC 17-0411 08.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes D9/24/2020 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL242 R23 II 17-0411.0S.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: 242.8 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 Windnw.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 11 17-0420 17 Window,pdf Acceptance (NOA) for product performance Information, Verified By: Miami -Dade BCCO - CER anchorage details, andanchor type, size, and spacing Created by Independent Third Party: Information. Evaluation Reports Created by Independent Third Party: 242.9 SGD-2500 Window (Non -Impact) Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL242 R23 C CAC IS-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 Ir 18-0207 O6 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: 242.10 SGD-5570 Window (Impact) Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes Fu47 R23 C CAC 17-0420 16 Windm.pctF 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 11 17-0420 I6 WI d 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: ImcR Nett Contact Us :: 2601 Bhlr Stone Road, TallahasseeFl. 31399 Phone: 850-0 7-1 PN The Scam of Florida Is an AA/EE0 employer, fonvrloht ]00]Jm3 Slato of Florida.:: Edvacv Iii eca nt:: Arwe[lbdl�:: Refund Statement Under Florida law, email addresses are public records, If you do Act want your a -mall address released In response to a publicremrds request, do not send eledmnlc mall to this entity. Instead, anted the office by phone or by trod clan al mall, ❑ you have any questions, please contact 850.487.1395.'Pumuant 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 emalls provided may be used for effort communication with the licensee. However email addresses are public record. Ifyou do not wish to supply a personal address, .please provlds the Department with an email address which ran be made available to the public To determine 0 you are a licensee under Chapter 455, F.S., please oiler here ppf�}P}g�otrduet App,,raavaal Accepter MMw` 0 M E'® securtyatlentir.S' https://www.floridabuilding.org/pr/pr_.app_ dtl.aspx?parani--wGEVXQwtDquUsDrhuM3D... 10/3/2018 nummallk M IAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315.2590 F(786)315.2599 NOTICE OF ACCEPTANCE (NOA) w .miamidade.eov/economv 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 (AIM. 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"HR-710"Aluminum Horizontal Rolling Window —L.M.L APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06, with revision H dated 03/24/17, 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: Large and Small Missile Impact Resistant. 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 j ob site at the request of the Building Official. This NOA revises NOA# 16-0714.13 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 Jorge M. Plasencia, P.E. NOA No.17-0411.06 Expiration Date: December 21, 2021 `31Zs17i17 Approval Date: August31,2017 Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNDTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 07-0815.09 and 06-0405.06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06, with revision H dated 03/24117, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system., Duraseal® spacer system, Super Spacer® NXTTM spacer system and XL Edge"" spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FT"717, 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 underprevious NOA No. 16-0714.13) Z. 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 drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5330, dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 07-0815.09) 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 FB C 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4858, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.06-0405.06) orge M. Plasencla, P.E. Pr�dct Control Volt Supervisor NOA No.17-0411.06 Expiration Date: December21,2021 Approval Date: August 31, 2017 E-1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 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) 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 an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL4859, dated 03/09/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOANo. 06-0405.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014) and FBC-6th Edition (2017), dated 03/31/17 and revised on 07/28/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07108/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-Sth Edition (2014) and FBC- 6' Edition (2017), dated 07/28/17, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 03/31/17, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, dated 11109116, signed by Manuel Perez, P.E. 4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed by Ishaq Chanda,P.E. (Submitted underpreviousNOANo. 16-0714.13) ge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. MOM.% Expiration Date: December 21, 2021 Approval Date: August 31, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (commuED) 5. Laboratory compliance letter for Test Report No. FTL-5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 07-0815.09) 6. Laboratory compliance letter for Test Reports No, FTL-4858 and FTL-4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08106, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No.16-0714.13, issued to PGT Industries for their Series "HR-710" Aluminum Horizontal Rolling Window— L.M.I., approved on 09/01/16 and expiring on 12121/21. orge M. Plasencia, P.E. P7uet Control Unit Supervisor NOA No.17-0411.06 Expiration Date: December 21, 2021 Approval Date: August31,2017 E-3 GENERAL NOTES: SERIES HR-710 IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINUOW IMPACIMTNO DEMCNFaFssmE mmx+ 1. GLAZING OPITONM(SEE DETAILS ONSHEET2} 11.1=MAU Nssss.E vAaiES FEaonl0ln, A 5116- LAM] CONSISTING OF(2)LITES OF IV ANNEALED GLASS WITH A.090-PVB INTERLAYER IHPACI PE56TNfT sEE6NEET0 S. 5118' LAMI CONSISTING OF (1) LITE OF itr ANNEALED GLASS AND (1) LITE OF IV HEAT STRENGTHENED GLASS WITH A.G90' PVB INTERLAYER C. 5116-LAMI CONSISTING OF (2) LITES OF IV HEAT STRENGTHENED GLASS WITH A.VXI` PVU INTERLAYER D. 7116' LAM] CONSISTING OF (2) LITES OF 3H8' ANNEALED GLASS WITH A.090- PVB INTERLAYER E. T/16-LAMI CONSISTING OF (1) LITE OF 3116-ANNEALED GLASS AND (I) LITE OF 3118' HEAT STRENGTHENED GLASS WITH A.090-PVB INTERLAYER F. 7N6' LAMI CONSISTING OF (2) LITE$ OF 3116" HEAT STRENGTHENED GLASS WITH A.090- PVB INIERLAVER G. 13R8' LAMI IG: (1) LITE OF 7/6' OR 3116'ANNEALED (MIN.) GLASS, Fi116.OR 318-AIR SPACE AND SNIP LAMI CONSISTING OF (2) LRES OF 1/8-ANNEALED GLASS WITH A.09W PVB INTERLAYER H. 13N8' LAMI IG: (1) LITE OF IV OR 3/16' ANNEALED (MIN.) GLASS, 5116' OR 318' AIRSPACE AND 5/16- LAMI CONSISTING OF (1) LITE OF 1/8'ANNEALEO GLASS AND (1) LITE OF 118• HEAT STRENGTHENED GLASS WITH A.090" PVS INTERLAYER 1. 13116-LAMI 10:(1)LITE OF 178. OR 311 e' ANNEALED (MIN.) GLASS, 5/18" OR 1W AIR SPACE AND Wlli' LAM] CONSISTING OF (2) LITES OF 118" HEAT STRENGTHENED GLASS WITH A.080' PVB INTERLAYER J. 1311V LAMI IG: (1) LITE OF IV OR 3H8" ANNEALED (MIN.)GLASS, 3118.OR IW AIRSPACE AND 7/i8RAMl CONSISTING OF(2) LITES OF 3116' ANNEALED GLASS WITH A.09(' PVS INTERLAYER K. 13116' LAM) IM (1) LITE OF 118. OR 3116' ANNEALED (MIN.)GLASS, 3/16- OR 114•AIR SPACE AND TIS'LAM[ CONSISTING OF (1) LITE OF 3'1G"ANNEALED GLASS AND (1) LITE OF 3116- HEATSTRENGTHENED GLASS WITH A.O90• PV13 INTERLAYER. L ISMS' LAMI IG; (1) LITE OF 1/8" DR3/16' ANNEALED (MIN.) GLASS, 3116. OR 114-AIR SPACE AND 7/18" LANI CONSISTINO OF (2) UTES OF 3116" HEAT STRENGTHENED GLASS WITHA.090' PVB INTERLAYER. 2.CONFIGURATIONS:OQX XO.XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEETS) A NEGATIVE DESIGN LOADS BASED ONTESTED PRESSURE AND GLASS TABLES ASTM E 13K S. POSITIVE DESIGN LOADS BASEDON WATER TEST PRESSURE AND GLASS TABLES ASTM E 130D. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN. ASD. 4. ANCHORAGE THE 33113-A STRESS INCREASE RAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 9THROUGH 71 FOR ANCHORAGE DETAILS, S. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS M-4858, FTL40S9 AND FTL-5330. ELCO ULTRACON NOA'S ANSVAFBPA NOS FOR WOOD CONSTRUUTION ALUMINUM DESIGN MANUAL S. THIS PRODUCT HAS BEEN DESIGNED B TESTED TO COMPLY WITH THE REQUIREMENTS OFT14E FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. FOR INSTALLATION IN THE HVHZA13OVE30 F7, GLASS TYPES G-LSHALL HAVE ATEMPERED I.O. GLASS CAP. BOTH THE OP AND ANCHOR QUANTITY REMAIN UNCHANGED. Ancb.r Gmu P Anchvr Type, � Frame Member Sobmram MIn. Edge Olslanw MLn. Dlslanw linbedmenfvr Metal Thicknem A 2 8me SMS. GyrS (min aT3tlaeadobeyl r�TnsteLsutisti>#e) '.iI All Emdhsm Pine (SG w 0.55) 608&T6 AIDMnvn 3/9' 0f78' 7(e° ALB Meet a Gr. 33 Steel Stud I 3'S' I g/18' D.O4S 18 Ga) 8 1/4'Ekv UNe Jamb -1- 5mc1( B'LM C90 13/4" B' 1-114" Al 1 Concrete n.zll MI) 1• I 4^ 1314 All Svumom Pine k5u=O. 1' 1 1318' 1I1V 410 SS Elm GBIaF1 ® AI Smrthem mne SG a 0.w) 1' 1° I-w C 7!4'47089 Ebe CretaFl... Jamb Houm Block wC90 2-1l2' e' 1-1/4- All I CDINIam n. 3.35 ks1 2-1/2" 1 4- 1 4 TABLE 2: Mawn.l MI.. F. HIS. F. B1e.I8tl m 28 EIDofAre w IMw NT Mi 410 Be Ek Cal .0 1TT.41m1 189.7W B083mAlw9num 19b1 22w erBi-m AluNnwn 25ha1 301a1 AM 36Mi koi Gr.w38 9tW =Mi 45m] 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWESTLGTTERFORALL SUBSEQUENT TABLES IN TH15 APPROVAL. 2) FLATHEAD ANCHORS MUST SE912TRIMFITHEAD. C006/BTANORRDS U6ED: ' .'HI1T FLDNOA 8 UILDINB CODE (:HAT. BRI EDRIQN •tAt d RORIOA BULLINNO CODE (FHq, 6M EDITION •AaT14 E13LODB •AN8VAT8PAND9 E016 fORW000 CONSIRUCNON -MV 31N 1 DESIGN MANWI, ADN2'115 •AIs1•AISC?66to10 NOA DRAWING MAP DETAILS ...... ..... 2 VERT. SECTIONS............ 4 HORQ. SECTIONS......__ 4 CORNER DETAIL............ 4 PARTS LIST ------- ...... ...... 5 EXTRUSIONS .................. 6 INSTALLATION ..... ....... - 7 DESIGN PRESSURE&.._.8 ANCHOR QUANTITY ......... 9-11 1IR41h NRYIAVONT. SNEE! REORGAN7ATION, UPDATED ANCHOR DUANtfIYPERfEC 2a1T, GHANGEO ANCHOR TYPES 9 rm (1, I - - KODISPACE 4SG TIPS<_JE)CfERIOR INTERIOR r (ALL SECTIONS) 13/16-LAMI IG GLASS W/6119'LAMI ISMS' LAMI IG GLASS W/7AS LAMI a E.7116- LAM]-(3N6-A.090-PVB. 3/l6-HS) F. 7/16- LAM[ -(3116' HS,.09D' PVB, 3/16- HS) G. 13116' LAMI IG-1/9' ORSM6-A (MIN.), 5110' OR 318'SPACE. SHE' LAMI -(i/8' AO9R PVB, 118-A) H. 13/16-IAMI IG-118' OR all WA (MIN.). 5H6. OR 3t8' SPACE. SI16' LAMI-(1/e' A.0911-PVB,.1B- HS) I. 1S116' LAMI IG -1/8' OR 3116-A (MIND, 5116.OR 3/9' SPACE, Site- LAM] - (1/8' HS,.080' PVB, 1/9' HS) J. 13116' LAMI IG - ite' OR W16-A(MIN.). 3/10'OR IW SPACE, 711W LAMI-(3/10'A.09W PVB. 3'1GA) K ISM 6' LAMI IG-1/6-OR SH 0'A (MIN.), 3/10' OR 1/4' SPACE, 7/16' LAM[ -Wl6' A-090', Vie-HS) L 13/1S'LAMIIG-1/6'DR3/10'A(MIN.),3/18'OR1/4'SPACE,7H6'LAMI-(3116'HS,09W Vl6'HS) rOR INSTALLATION IN THE HV14Z ABOVE 30 FT, GLASS TYPES G- L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR OUANRTYREMAIN UNCHANGED. P e KURARAYTROSIFO0 PVS INTEALAYER DURASEALO e' SPACER DESICT SUPER 0 SPACER0NX1''D BUTYL Partp DeaHption MateOal 85 Kom ne6n0 4SG TPS Spacer System 60 Olanm SL¢er Spacer rMwhh Hot Melt Butyl Seem Sheet 6r 87 0118ne2 DDIBeesi Spacer Ma]ede s BS Celdfrrel )L Edge Spacer PRODUCT REVISED pryry11 99 w a& Na Flerltla saltine... Nc"+ 17-0411.00 eapuavan Data 12121/2021 !- D PmJunl.[enbv vwlnNrwsuur m Z 3 (J QN -lid W t N off$ % ' a o oz$ O c P1 i.R p Ox IS o #, Nw 6eTG6 AL" B 17". MAX, DLO VENT 54 E116' MAX DLO FIXED - X i 7111 "'— 110" MAX. WIDTH LF. FRAME �+--III-MAX WIDTH FLANGEFRAME DETAIL B -XOX (1/4-1/2-1/4) _ 33 8/W MAX. 33 0/16' MAX. DLOFIXED 0 DLOVENT A I 5736' i MAX DLOALL FIXEDUTEs � � X 73' MAX WIDTH I.F. 74- MAX. WIDTH FLANGE FRAME — B vm 273W MAX. DLO VENT MA%.DLO FIXED 1 D � X i _ 0 Ir• B57116'MAX.WIDTH I.F. FRAME--{ LIAR WIS• MAX. WIDTH FLANGE FRAMs DETAIL C - XOX (113-1/3-1/3) NOTE: 1. SEE SHEEF4 FOR VERTICALAND HORIZONTAL SECTION DETAILS. 63. SEALANT OR GASKET FLANGE AT HEAD AND SILL FRAME ALL 15 50' CONFIG. MAX. DLO ALL VENTS 62"MAX. I.F. FRAME ALL CONFIG. F. FRAME 13 FLANGE FRAME VIEW D-D (FRAME CORNER CONSTRUCTION) 1 D I 1 6 PRODUCT REVISED I m I In wlN Ne xellJa 6uilalnY 4Kodne !, xon-xe. 17A411.06 � ' E"I,ml oEme1212112021 eV MI — m a PmtluctfanM I 32/M:NO CNAN6E9T106 9HEEf. m t a o G my � cr5w3 �a o � � LL O g O S O o rc 4 Z w ...v .vre NE.5S706 ;_ (VERTICAL SECTION, FLANGE INTERIOR —� I-- MAX.FIXEDDLO —� I'-- MAX WIDTH (FLANGE FRAME) 19 SECTION B-B iT (HORIZONTAL SECTION -XOX SHOWN WITH FLANGE FRAME) MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) SILL . SECTION, I.F. HEAD (VERTICAL SECTION, I.F. FRAME) MAX. VENT DLO PRODUCT REVISED pl I rltA fAe Mdda Bu1121z 7 NDAN.. 17.0411.06 3 417:NDCHANGES1 S SHEEP. g x ." It o oM1 o R p O K M v � W IR4 ry g ¢ N � s ��DWf8/ I)]S(S3IPIION MAIL PCR! l 41@ A FIANCiEFRAMEHPAD 60G3-1'6AL 612277 2 4075 SASHSD�STD. NLI IIY-1Q WG!-TSAL 612)A9 3 08X3/4 PHPAN BPAD "AA 4 4053 SASHSCOPOOVIIL ASH 6063-TS AL 6 4136 FLAN(EFRAMESBL OW -TEAL 64M 7 4137 SDLADAPI'OR 6067-TGAL 64137 8 4131 ROIIPBTRAOL 606T-T16AL 64131 10 7D98 WEEP H012COVLR POLYPROP. 71M 12 16M ADBE MBOPE4 CMLFOAM PAD 7PA 11626 13 40@ A 11ANGETRAMEJAMB 6063-15AL 61= 14 41m OASKHFFORMAINFRARMSHLJoINT 74134W/% 15 I155 #eX1.000 ADPM.SMS 78 16 4110 G SCREENADAPJOR 600-15AL 641100 17 4054 H FL4DMCL°LII.URAB• MME .T6AL WMA 19 4066 NSLP ISTX2W PIN 9FAL 63068G 21 4105 SASHTDP&BGROMRAB. W63-'SAL 6D240 22 1683 WSTP X270BA FIN SFAL 616&3O 23 2251 ROLTIREOUSM&GUMS 42112FID 24 226 BRASS ROUERWHMS BRASS 29 4128 HORTLONI'ALROIIFRSASHTOP WIDE POLYP". 32 4006 D SASHMFBIINGR&M 6)BHS•15AL 33 1235 WSTP .170XIMIIA FAIS&1L 35 1096 SWFEPIATCH DIBCAST' 36 1016 fe8Xb25FHFLSMS J1095 37 4126 SASESUMRAIL - 6063-T5AL38 39 1683 70A WSTP 250X270DA FINSEAL BULHWEITHMSTHW.187X275 40 EMRAILCOVEtCAP R41 4139 LF.FRAMEHFAD 6063-T'6AL 42 414D IF.FRAMeML 6063-16AL 64140 43 4141 IF.FRAMBJAMB OD63-716AL 64141 50 (3AZINGSIU DOW 79 899 995 7700 51 12M VB4YL(BASDSiBRADSUIB V2IMLGTAZBIGBBADBUIB G(AZINGBBAD-916" 6IP2ITW 52 LUS 6IP2A8K .3 4O 9 B 6(163-TSAL 610398 54 4044 B GA2INGBPAD-5/16°WI(3UILRIT 6063-TSAL M4703 55 4222 A MAZINGBFAD-7116" 6063.15 AL 64M 56 995 C GL42W0BFAD-7/16" W/131III.JUT I 6U63-n AL 6985 59 409 MAZINMEAD - I 6063.13AL 64067 W @ASS 5/i6' LkW 8' .090PVB UB° A 61 5/I6'LAB4I VB"A .090PYBNDPVB LB' 61 5/16"IAMI Ve' I18" 63 7/16"IAbH 16"A .090 FV11YWA 64 7/16"lAM( 16"A .090PVB 31W 65 7/16'L1M[ 11W HSA90PVB31161HS II1M DW(.Yi RKV DFSCRU'lM I MATL PCI0 66 S 1V16"LIMIIGI/e°A IN. 3B"AIRSPA 3/l6'IAMT VB•A .Q90PVB, lle"A 67 13116nlAMIIGIMA(MDZ.WrAOTSPA SHff LAMIV6'A..0MPVBll5'HS -68 13/Iff LTMIIGUe'A IN.,3B"ABLSPA 5/l6'LAMI IB•ffi..mF IB"E8 69 L°JI6'IARRIG3/16"A 5/16•AIR8PAL2', 5/16"LIMI(ll8"A..09DPVd, ]/e•A 'N D/lb"L4Mi[G3/16"A DL SI16•ABLSPA Y16•IAMI 90P V 71 lV16'fAWlG3/16'A IN. 5/16- AIR SPACQ5116"IAMI WHS.D90 Ur R LVIff TAM1IG1/8"A 174"AIltSPACP 7/16'7AhII /16"A,.09DPVB, 3/l6"A 73 IV1ff IAMIIGVe'A V4"AIRSPA 7/16'LAM] 16"A .090P\9,3/l6°ffi 74 13/16'IAMIIGIA-A IN.. V4"AIlt SPA 7/I6'LAMI 3/16' .@DPVBXIff 75 W16' IAMIIG3/IVA . WIVAIR SPA 7/16"IAMI i6•A.090PVB MeA 76 13110LAM4IGMG'A 3/16-AIRSPA 7/16'L (&IVA..090 M1 77 IY16'LAMIIG396"A IN. 3/16'A@SPA[ 7/l6•IAMI 1CHS 311C 90 1D14 TiD3F@1FRAMHQlux&V68 3IOSHI4AL 91 1630 SCREENCORNM MWAiIN(S POLSPROP. 92 1631 66RENWRNMMW/OUFRwlM SQBBNSPlato POLYPROP. 93 107J � . 94 1624 SaONSPM-.DSDWFOAM PMPVC 9! 1131 SGIPB4SPLINE-.135D1A.HARD FAt PVC 96 C7J7TH 2.784 OO2 1.9OB 43 I.F. FRAME JAMB 04141, 6(0 TO 2710 2.624 .082 41 I.F. FRAME HEAD "In. O063-TO qp I.F. FRAME SILL #4140. 0063-TO PRODUCT REVISED emie°mB�a� wltb 4M FlaWa HDA-xa. 4T4M44.06 ExPimurn Dxlo 42/242021 No. 68700 O FLANGE FRAME HEAD 94102A 6063-T6 L —.062 AT90 O SASH STOP #4025, 6063-T6 062 I 1�3 L341 21 SASH TOP & BOTTOM RAIL #4105, 8083T6 050+678 1 1.090-�+--� T 54 GLAZING BEAD. 5116, 940440, G063-TS (USED W/ GRILL KIT) E'----2.710—^4 O FLANGE FRAME SILL 94136. 6063-TO L 062 A37 1.46 G HORIZ. ROLLER TRACK #4131. 6003-76 f.O679 pt- 7 1.061 32 SASH MTG. RAIL N0000,6083H3-T6 O50 I 878 55 GLAZING BEAD 7116" 94222A 6063T5 I+- . I 3.(90 O FRAMESILLADAPTER MIST. OD03-TO 17 FIXED MEETING RAIL #40MI3. 60631,I6T5 37 SASH SIDE RAIL 04126. 6653-T5 76 1.116y�-�� 56 GLAZING BEAL),Wig' 085C, 6003-TS (USED W)GRRL KIT) 1--i513-1 1 .738 If6J}..1�443�-II O SASH STOP COVER N4053, 6063-TS I 363 OB2 13 FLANGE FRAME JAMB #4002A, 130B3TB �� 876 1.090--�^�I 53 GLAZING BFA , 5116" #403913, 6063-T5 683 O50 T-1 1.087 59 GLAZING BEAD. 13116" 94067. 6083-T6 PRODUCT REVISED "Mpryle9 WN 0e Mdde lty cede NfA-Na 17.0411.06 ER26a9ef faro 12/21)2021 9/td11i:N0 tlUNGEslW9 DXEE7. Na 68706 :: SEE ANCHOR TABLE, SHEET 1 h WOOD BUCK, SEEANCHOR 4BLE, SHEET 1 SEEANCHOR TABLE, SHEET 1 �NOTEI 13/8, NOTES: WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS '�. SEE ANCHOR MIDL 1. WHOBETOTAL THICKNESS IS LESS THAN 11W. 1. WOOD BUCKS ARE OPTIONAL IF - TABLE. SHEET UNTTCANBEINSTALLEDDIRECILYTOSOUDCONCRETEORCMU. WOODBUCKS izWOOD - ° DEPICTEDAS2x ARE11PC THICK OR GREATER INSTALLATION TO THE SUBSTRATE BUCK �� OFWOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY NOTE 1 i1 t1� HAVING JURISDICTION. METAL' THE METAL STRUCTURAL MEMBERSHALL BE OFA PRODUCT REVISED D.PemPl g Itl, Ne Plo°ea 0. 3 de MAX MAX 2. FORA77ACHMENTTO SEE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN °OA"110 17.0411.06 SHIM SHIM IN THESE DETAILS FOR 2x WOOD BUCKS. p plm0an 02W 12/21/2021 SEEANCHOR TABLE, SHEET SEEANCHOR TABLE,SHEETI 3.MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO °y mmm ac oa pETA1LA DETAILB CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF TYPICAL FLANGE FRAME HEAD SECTIONS FLORIDA BUILDING CODE. ]2VR:0EMsm NDl6sr° 4.0.131-DLk MIN.X 210 NAL AT CORNERS AND F O.C. TYPICAL DETAILS G. H B L °onml.Ymmlrttiv ANCHORRGE.MDEONOtEa 1 ' 4 MAAX. SHIM 1' 714'MAX SHIM I'�— SEEANCHOR $ Y x I I TABLE,SHEEP1 ETARIOft (JAMB OEfAIL3 E,F81) E`I ;.2-12'MIN.EMBEDMENT a� p SEEANCMORSEEANCHOft t.'T, SHEET? —T• T �E%TERIOR INTERIOR `� O�� ulTABLE, zTABLE SHEETI u . SEE ANCHOR (H EA &SILLDETAILS A, B, C, DSIQ.eCHOR' ago SHEET 1 ' TABLE, SHEET 1 �77 c2V 2x WOOD BU 1x WOOD BUCK NOTE I SEENDTE4 6/6'MIT EDGE j O DETAIL E DETAIL F J n TYPICAL FLANGE FRAME JAMB SECTIONS B/a' MM. EDGE z N 0 DETAILH (HEAD) F 5 SEEANCHOR SEE ANCHOR. < rc TABLE,SHEEi1 TABLE,SHEETI x 1w MAX- yrSHIM 1/4' Max- SHIM ` ``"NY LyNN 1 + SEE NOTE 4 p Q &W MIN. EDGE ��aaS:' JCEN3F':! '� —� •.i.. i $EE ANCHOR ' �" I 7• mom .. 13'8 MIN. - M•; # = TABLE, SHEEP i SEE y — •. '.' 2-1/2'MIN. SEENOTE4 EMBED ANCHOR .. ._ :� a •,�10..ON; TABLE, SHEETI SEEANCHOR TABLE, SHEETI 2x W000 ' SEE ANCHOR TABLE, SHEETI ��` '�iSS/ op DETAIL C BUCK DETAIL D NOTE? 2-1/T MIN. EMBED DETAIL I (JAMB) DETAIL G (SILL) !o UNAI. Eo```` '1nN111` _ _ . TABLES.---� TABLE B: TABLE7: jpaxi�Oum D®®DPRssule, DP (psQ M6Jknum OAAlgn PreSaure,DP WSTj M"Imum 0valgn PMvaere' DP 1paij GLASS ES: %.�CLAM X&O OX--..`�7 X0X,113.IM-113 J X0X,114-U1.7/4 B.6116,LW P4M KA0 ar• O.gaA lelp5 20' ]B.vO' EWv CXnll M5R ANmB HSAN ]A• O6alr Gleic gB.C,GH.I Kma 9 TTpe o,E,F,AKL a /a. �51 6}vr V OB, w GFI� 0.6/76'LAM D,7116'LAM F.7/18'IAMI G. 73/78'Lfil SPACE,5 H. 13/18'LAI SPACE, 5+T5.0/-TfiA 13/1WLM J. SPACLPA SflB"LE. P.m01-00.0�-00.a K1Y1fi'LAP]I• L13Hfi'LAI SPACE,L NOTES ij FOR WIND01 WINDOW IN TA 2OVERALL FL SU 3)FOR INST/W T1'PESG-LSF BOTH THE DPI UNCHANGED. 4 SEE GLASS' ) VC B,qM .9 a10 ,O,E,F,4J,K,L +Tse/asA A.0.4N -0aa aQo +ay.9 ae.9 K0.01-00.0 A,E,F,J.K ¢£o -1s.oE.7l10'LAM+final-00.0 +T501-M.0a60 Br •M,OI aBD +W.o IaA.O ,1101-M.0 a6.01 aiO Ns.or-M➢ or l4• Br %T114 di• •Bao lama +bmOfi0.0 +Mdl46D +mola5.0 Br A6'- IW' b}AB' A0.0 O. a0 +9o.ofa0.o 'm 1aa +W.O/a0.0 +W01�.0 +1401-M.0 . - NSOI-MA Nsm-T£o •m0 4emafa ad40/am0 Ka9raaa 75.0IJ&D-0m0 •P+-O/aA0 +T6.OIa6D •T6.01-T£a +M.91a5.9 Hfi.O/d6A +M.O/d5.0 a00 am0 Bm01a0.0 Ka0l W.p W..l a.O o aTfl9/-T5.O�A�5 +6maf 60.0 •W.O/a0.0 .T5,0/a£0 N9Al a5A N5.DIavO +P+A/-TS➢ 611/0' 46• a¢0 -0QO +6001aD.D +60.01 RO.0 N5Ola5AaC p501-MA T4 +T501-M0 ,M.O/a6.0 or H6e/-06A N6Al-M0 M• a6m0/d40 an.01a5A 1DSY4 iw' Ill- -00.0 ¢0.0 Wo +Ona(E¢o iaD01 {a0 +Oa0I m.0 a6a01-0V.9 4Wof4A.o •W.O L06.0 H 0 •MD +T0.01 as.0 q60/-TJ.OSPACE,?3l•4 +T£9/-mD HSOI-Ta.O N5.0 766.0 +T6.0/a6A A00 NE.O a5D 66)!IS4TO RI/6' N' •]6.01-1£0 •TSA/96A +6a01a0,0 •fiIl0/{Y.0 +M.Ola .O�, +I5.0/•Ia.O +Ts.O/4ao a6A/-]6.D W, .WA/-09d a6m9 ({RO .eaa rao.D KOAI-0OA +malao N50/-T£0 q• 6}IR• ,75.01 a +T5Al -76.0 m• N5.0/-i0.0 •mA/-Ta0 OO' +Wofa.o 9m0 2oA +N.0145.0 a50 T4, �. 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PORANCHOWBE SEE SHEET IO, r4' a' or t0B3'r ir@ tit' +52J/62T +5f]Ia1.T aES •W012OA aW01-0OA NSDI-T50 +T6A1-mo FOR ANCHORAGE SHEET 6EESHEET 71. 11. ___ �F M�/�lOpenEUagXDOfOI(Y� LL4 4tMiLu.S%Aj vm Yz4J Byaa Hal<9 MJ991, ' H1 a A t2 I Aadcaape H1 3 B ilE2�1 MmaomPa tll .I2 3r -1 '1•a+1 2 -1 1•aal +l 1 2 VC nv3• 6.' t+wf z 1+aa1 .1 2 1+aN 2 hQ+t .1 2 1aQN 2 ua.f +i 2 1+QN 2 2 R• TT 2+a.2 2 Faff 1M 1l tl 2 ]+Q2 2 t+12.1 +t 2 S IP SY•Ya' NQN 2 i•a+l 1 2 4 i 2 i m-Tl 2 ®• 93' N2+1 2 1•a.1'+t 2 -T.-a-, 2 1+Q•t.+1 2 rr Tr z.a+z 2 t.a.t 1 2 2+f2+2 2 Haa1 2 Na+t 2 .0 SSYC eP ®r 12 Tr mva• uQ•! 2 f+Q... 2 I;5TI 2 hQ.i a 1.a+t 2 rwl 2 I.QN Z 1•a.1 2 f 2 ++Qa z HQ•1 z t+a•l z NQa2 2 1.¢.t 2 1+w1 2 NQ+Z 2 I I+QH i 1aw1 2 it a11t3' U=.i 3 1 1+a-' 3 uQN 3 1+QN 3 1+aa1 3 »wl 3 fi3' Tr »wt 9 1•a+' 1+ 1 a uwT 9 3 f+a.i 3 Naz 9 t•QN ] +.w+ 9 3r IP Rvr 515a• hwt J 1+¢N 3 Nw1 3 hwt 3 t+wt a <•wl1 3 1.a+1 9 Hart 1 »¢+f 9 $9' l2' TT ha.1 3 1.IZN 3 1+a f a Mpq 3 Naal 3 hQ•1 9 N3.2 3 1 .1 3 laQ+1 3 N13+2 ] a 3 ]1• IB' s3v+n W T2' SA »QN J 1+ o] H t+wt 3 »wl 1 l.aN+' 3 1+w1 3' hwf ] f+Qa 1 l.wt a ] t+mNl 3 A+Q•1 3 ra-' ] t+Q•1 a Nw1 3 MZ ]T' 18 IMvr ff ha•1 3 1 fa¢N . 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D,E, F,J,K& L Qeml WMa OomO Wllli MIVIOAp,t IYHa6n 3m4 NdvrafuWa 1Y•Ca 9dl .hn0 MMl•RWP H+vdaE9 imb ar 1apH II 1+19N a 1aC]N x +T J}115. 1a4+1 a 1W a tMMI 2 Na2N x I+CH1 x »¢N z JP ,•ct+1 x I.Gt.i 2 1+GiN ] TS 76• 2M]42 2 I+441 2 1• 2 2¢•2 ] 1-w1 S T" 3 ar 1.• »¢.t : »wl z 1.1+1 3 3Y 5311a• »w1 2 1 i+wf 1 2 1 1+¢.1 2 IfC1N S I+QN S 1•- ] Bp' 1+wt a hQ.1 2 1+¢+1 1 aS Ir ra• h¢a, a I+w1 2 1.1 2 2•¢+2 z 1.¢.1 a 1•C2.1 2 3Ki72 2 N•a33+1 a vCN1 2 ar aa3'a' f+w1 2 1a¢al 2 1a +l a .6• ls1N' 1•wt 2 »Q.1 2 1.1 2 i+ l 2 t+wl 2 1., 2 atI % 1•wl 2 ifwl 3 1#00 2 f.C2N a !awl . 2 2 Tz TP 2•M+2 2 HQ+1 2 T.-M I.Q.1 z 9rC3.2 2 1•QN 2 1+Q+1 2 al• +a l+CN1 a 1•tRN 9 1a4q J aa1/B' 1 trOx+1 a 1M1N 3 1•wl a it¢+1 a »4+1 a 1a(-,3.1 . eo• Ifl• fea.1 a i.C2+t 3 N¢•t 3 l+wl a t+Q,l a I.wt 3 TT rr 2N2,2 1 IM1sl 3 1f¢•t a za¢tz a 1+¢.1 a Q a yr WNP 1K.N1. 3 t+wl 3 1 a 4l f r 1+Q+1 a 1•¢.1 3 NQN 1 a uw1 3 3 1 ] o 9Y JB• Nm, a 1N 1 I+Q.$ 3 1 1.¢.t � 3 1+CY1 a I.=+I 3 1+ia+ 9 2]• T9 2.¢a2 8 11Q+1 a H4a1 ] Z+Q•2 a 1 1+w1 I a ta¢+1 f sr Ncl a 1+4.1 a tact 3 m S1R' »wl 1 1•Q.1 a uuN a 1 a 1M1N 9 b¢ft a 1T tatlH 1 h¢•t a tf¢N 3 T1• Tr 2Na+] a Nw1 a I+Q+ a NCN3 3 t1w1 a 1+¢H a 3r K' 6119 dt IN2N 3 i+¢N ] »¢+f 1 2 1-Q•1 3 1+-1 9 11 1 1 1.oN _ a hC.1 a 4CNt 1 (p w U4at 3 ht3N a »tlN a 1•t3+t a iK+1 a tM1N a TS ]P 31Ct+2 J IM J 1+¢N a NG»3 a 1+¢N 3 1f4N 1 3r t•wi 3 vaa 3 'K+' 2 .r afar Na•1 3 +¢ 3 l+wt 3 Nwl a t+¢.1 3 1.¢N a aP Tt »0+1 3 t+t 3 3 HQ•2 a 1+a+¢n 3 JH +l N¢+t 3 Tr zNa.2 3 t•Q.l a f•Q.1 a TABLE KEY' O X 1+C2+1 3 ANCHOR QUANTITY PER JAMB HEAD AND SILLANCHDR OUANTTTIES A CLUSTER OF (2) ANCHORS CENTERED ON THE MEETING RAIL PLUS (1) ANCHOR AT OPERABLE PRODUCT REVISED VENT AND RXEDSECTION. (4) 11"1, mlm ANCHORS TOTALAT HEAD AND SILL xoatin_ 17-041.1.06 (4" MIN. O.C. ANCHOR SPACING) PxPlntlen patent I / I �1eya•MAx L �( IwA'MIN.,10.1rz'1AAX. 3n4Tn:trvoAT2orAal6a atsvAnaR B•MAX X O G. RAIL EXAMPLE CLUSTER W1 QTY. OF (2) ANCHORS +p w 4 o S (SHOWN IN TABLE KEYABOVE) r N pp � a 0 Km X Pi NOTES Yr� p tl O 1)WINDOW DPIANC14OR QUANTITIES ARE BASED ON THE a Ox O o FOLLOWING DIMENSIONS: o HEAD&SILL: 101/2•MAXONEAC14SIDEOF ' CENTERLINE O MEETING RAIL ¢ Z 10 3/4' MAX FROM CORNERS. ¢ G JAMBS: 9" MAX FROM CORNERS AND= la' MAX O.C. W)FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER `�pHY LYNryTT'T. :�; U. "••(11+� WINDOW IN TABU=. 6F DIMENTI"FR IONS SHE FOR FIN FLAIIGSSUBTRACT Z lEj : * SIZE WINDOWS, 6UBTRACT I"FROM TABLE 9IZE DIMEN91ON9. WINDOWS, 4) FOR INSTALLATION IN THE HVHZ MOVE GOAT. GLASS CAP.••.RtlR10N:•G�2� 1� �- TYPES G-LSHALL HAVE A TEMPERED I.O.OLASS BOTH THE OF, AND ANCHOR QUANTTI Y REMAIN - �T.S/OMAL �'N UNCHANGED. TT+nra ..... 5)SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. ALYNHNn11 m PE.S.2P TABLE iD Ane�o]Q\enWee, %O%,tA •1A-fA wmf 0ma%rypp 0.8.c,q X 61 ttr.a Olenl 1b41,1 Nalp QOlpA Mciw Rmupe Mmr6mwG Ibet+8 J2 Nn16 A2 N.1 4V +e' 9.11? ]C tKza.e2a i 1 1KhtKz.1 z nR.IKz•1 x »RN.CMI 3 Ntl1•C10 2 f•1+C3+1 atl z Ar '� f+CLN+t'e•1 1 faC fafRN 3 f+R+f+Chf 2 H@N+CSaI I 1+C]Nat2N 1 taQ+i+@N 2 rP µ` Wale• l+@N+CNI 3 l+Ch1f@+1 1 1aRataCaq 2 t+RNa@N Y IaRN+@N 2 1+CSN+¢af 1 »@N.Chf z t+Ci+»RN a taR+1+@N 2 Y' 4YUC IT »RN+RN 3 1aC1a»C2a1 2 1+@+I ( 2 »@N+@.t z 1 1a@+1•R+t 2 1a¢+t+C2at 2 AT IIT »CFt+CNI 2 t+Caa1K2+1 2 »RN+RN 2 1+R.f.Chf 2 1+f.Ra1. 2 1.R+1•Cht 2 IT G• mma• t+@.»Ch1 1 1+CYI.QN 1 t+R+I+R+t 2 »R.»G4f a 1W'»PRN 2 1-.1-1 2 »@N+Q.1 z I+ W..l 2 1.1.R.1 2 aC 6a1IF ]0.YC la@.ta 1 3 »MH+GtN 2 »C+1+R+1 3 ta¢afaCaal 9 1M3,1+@N 1 1.Ch1K3N 2 9p faCN .62a1 ] e@at.C[N a I+RN.C2+1 1 fa¢Na@+1 2 1+¢•1.a 1 2 1,@N.ChI 2 iP Ali1 MrItS 2 h1 2 »C3+taRe1 Y HR.Ni+R.1 3 4 11 2 I+ci,t+C2.l 2 »¢ 2 1+(2.I+C2.t i 1K2.1+RN a »¢N+CHt z •T IT 1+Q+aE2N s I,C3N,RN a »1'.1N.Rn 3 6y11C IV 1a(2+IK'H1 ] 1+C i+.i a 1.14.1 2 »R+»CMt 2 1+ ,.t 2 +•CN»CN1 S a6• ra' »aq,¢N ] »CN I+¢af 3 »Q+»RN ] »@,»C1+1 a YRH+@+t a »Cb»GNt '3 34a113• I+Relal.`2+1 ] fa@a1.Ci,1 9 t+RN+RaI ] lT 631T b(1T' HRN+GNf 3 1K1,1+Ci,1 3 1.RN+CN1 ! »@N+C2.1 9 1Kh1.Raf 3 tK2Tl 3 BV N• 1.@+11CM1 3 3 »R+»@a1 ] »¢ai+C2M 3 1 I+ChI.@N 3 taf1+1+RH 3 x at• aSTta' 1+tS+I+C1+1 3 »C3NK1a a T4 .I.CNI .+[3N+r2.i 2 t+„y1.ClN ] I+R.»R.1 ! 3 »6N+Chf ] 1+R,t+R+1 J 1+C1+»GNf a v1+R+i+QN aIvr N' a 1+61N+Q+1 9 N@+taQ+1 3 taQ+taGN 3 I+QA.1 3 3P 3S t+C[.»CiN 3 »fiN1Kht 3 t+RH+C3N a t+ISafe6bt a »@,I+C3+1 ] t+@NKE+1 3 ry aC 9a3113• 1.@+1Kza1 a Hi;2N+¢1t a 1.@n«cnl ] IK]Nechi ] NR•1+¢H 9 iK2NaCh1 3 1.6N,C2.1 3 »CNI.RN 3 »C1,taCN1 3 IT 6 w BP to@s1+C2a1 ] »CA»RN 3 ItQ.1fCN1 3 1MlN+C2+i a HCM1.R+1 3 1aCN1.CN1 3 AT AT tK3NKTN 1KNI+QN 9 ».yN+RN f LCVLtlN 3 rC N• war 1.aNK2N 1 »CS.1+tl.1 a I+CM1.Cht a ta¢aKh1 a 1+RnaRa1 a uRNafaat 3 ta@.i+@+t a 1ii=II+ +1 3 IR.1+Ehf 3 .a aSVC 3y »ra+1Na.1 9 1+@+1+@N a 1.¢N+c2+t 3 I.tl+1• 11 1""" 1 a I.¢+t+¢N b' gy• »6•NHR+1 3 N@H+fSN 3 1K2N+.1 3 tP aC 1+CL+11Ch1 3 1WC+N@N ] 1+@•I+CNI 3 1.4'a 3 1+CIN,RN ] NC2NaCNt 3 Mina- 1+ON+CL1 l a taC[N.GI 3 1+@N+Raf ] TABL Y A.11h is Tyea,%OZ F,J.K •tA wHX Olen rypee A, 33, Fr J, K 6 L ome tSMp ownA lY3N N,[rorAapA Nbvt6+npa ,]eaQo,avc INba 60 .Y2 IC2-1 w 8mL fpb6£JI Jma aT 6L19' zr 1+RN+RN 2 1+¢+tK 2 NCx+f.¢N a 1+=+I ¢+l x -1 »¢, +RN 2 »C3 1+ 1 x BP er 11R11+RN 2 1+¢N1R+1 2 1+4MI+CV1 2 t+RN+C2M a 1 1+Ch1+@+1 2 r+• t•ciN+R•1 2 1.1. 1 1•¢•1•C]•1 ] 1•CNI+RN 2 ]I• ebrns 1•C2+f•f2.1 z t+di•C]a\ z tK]N+C]N 2 1 C.I N z I..I.l a- +•C2•t+¢N 2 +9' RA 99' 1+t3N+¢+1 a la@+I.R•1 -2 tKz.iKaN 2 1+RN K2N 2 la¢al.Q.1 a T-a" @a1 x 8]' 00' t+ .N1 @ 1 ] t•C1.1N2.1 a 1+C.I. 2 HR+1+¢N 2 1+¢+1.LN1 2 »R+I+ l 2 IT N' M1214 »R+1.¢+t x 1+RN+R.1 2 ilczm ¢ i 2 a 1+RNK2N 2 »¢N.ChI 2 »RN+,tN1 2 +6• S}IR• a9dIC IK»I•R•l 2 » 1.1 2 l+C I CNt ] 1+tl+»C'H1 2 1•R•1•C2a1 2 1•C ON 1 2 pY A, 1•C3+HRN 2 1K3NM2N 2 1K2+1 R 1 1 t.T2 x 1•t3N.c2N z 1+CN1•R+1 2 l4' x MAT »G•I+l3N 2 1+@+I+Q+I 2 1.C..1 2 l+¢.IKh1 2 tKx+l.@+l 2 J+Mjk +f 2 t+¢+f+R+t 2 HR+»¢a 2 +a S'Jw N• »R+»I,Ze1 ] 1+@•1+¢N 3 tKLN+R+f a »C2,»RH a 1K2.»R+l a 1K2+»RN a fp ]B' »CHN'J•H f 1•RN.RN ] 1+L2+»Chl a 1+R+1+RH a 1+CN1+¢N a IK2H.CN/ a H' w+ .IV1+CNl+C2+1 1•CNI+Ch1 a +K3N+¢el a 1+R+4@.1 1 »C3+t+C2N ] »C .l a LC2.f.CVt a ] ,» 11C l ] NCH»tlN ] q• 6p&a' 1«CHf+61+1 ] 1» t+¢+I+R+1 ] I+CS+1K2.1 ] a H41+¢+I a N' AT 1W1NN3+1 f la¢-i+ a 1+=+1 C 1 ] 1+R+IK2N a -, 1K1N•¢•1 ] NCLNK2+1 ] >+' 1+RN+ a »R1»Chl 1.Ch1•C2+ 1 3Lr/lm +R1¢.ja »Ni+¢ ] M axt• 1+C Ii +l 3 1•fitN+¢N ] HCh1+R+t 1 AV 3Nl3' w• 1+C2+1+ +i a »i 14R+1 a 1•Rff•R+I ] 1K2.1.RN ] 1.ClN•RN ] I+Ch1.C41 a AT, as 1 ,5.MmN 3 1Kbl+ts+1 ] T;ffi h1 ] »¢n.R+l 3 1NnN•a.1 a LczNKh1 > n• M• a6tI1C l.Cht•RN a ».a.l.taN ] tK2NKZN ] »CH1KN1 ] 1KhIK3N ] \K3N+RN f.. »C1+1•tlN ] 1+GNM1q ] iKhIK2+t ] 1T 3311a' t+¢+IN2.1 ] t+R+1+@N 1 l+RN1RN ] 1.RNKm a 1.ChI+R+1 a I.CSNNz+t a IT 1.RNK2N a 1•Chlf¢+i a MR•t++aa1 18' r3' 1•CNfN.K•1 ] »l}HIN2+1 ] 1,CHHRN ] fa 90.1 3 I.R11+¢+l 1 1+CxN+@+f a 91• eh11C 1+tlNa+1 a »@+»¢N a 1+RNKI+1 3 »CH»Q+r ! 1+f`.l•1K2N ] 1+C2N+QN A ar W 1+0+»f:«I ura.»¢•. i wc•1++%.1 f IKZN.RN 2 esr taR+f.Q1t a »cx•l+c»1 ] IM2+1.¢q ] »@+ 3 1+@•1•QN a 11CLNKtH A M' AT rr MI a »Li•1•(r:N ] INKN.@.1 A f•0+1.C»I a +Kb1+RN f iK2n.RN ] lentr »R.1«R«1 a 1K:.I.RN a vRryKx.t ] TABLE KEY: X O X (+C3+1+C3l 3 -ANCHOR QUANTITY PER JAMB HEAD AND SILLANCI IOR QUANTITIES A CLUSTER OF(3) ANCHORS CENTERED ON EACH MEERNG RAIL PLUS (1) ANCHORAT EACH OPERABLE VENT PLUS (i)ANCHORSAT FI:CED SECTION. (B) ANCHORS TDTALAT HEAD AND SILL. (4- MIN. O.C. ANCHOR SPACING) 25 314` MAX L.(�+4•MIN, I6IWMAX B-MAX X O X MTG. RAIL, TYP. EXAMPLE CLUSTER W! QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) NOTES 1) WINDOW OF /ANCHOR QUANTITIES ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD 3 SILL: 101/P MAX ON EACH SIDE OF MEETING RAIL CENTERLINE. 25 31r MAX FROM CORNERS. JAMBS: V MAX FROM CORNERS AND 2212 MAX O.C. 2) FOR WINDOW SIZES NOT SHOWN. 00 TO NEXT LARGER WINDOW W TABLE. 3) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN WINDOWS, SUBTRACT P FROM TABLE SIZE DIMENSIONS. 4) FOR INSTALLATION IN THE HVHZ ABOVE 3D FT, GLASS TYPES G- LSHALL HAVE ATEMPERED I.G. GLASS CAP. BOTH THE OF AND ANCHOR QUANTITY REMAIN UNCHANGED. 5) SEE GLASS TYPE DESCRIPTIONS. ON SHEET 2- ]I2W17.AUHU. ATmTP1%P8 s1 3 >g 4tp m yO O O� $S J m C+@@2n5 O rn O 2u .k �v$ of i W ro Z V 6 �tl D '2 eo LL o K NF O �F N Z 30 S, O O U j K � � r IlD No:2B3py - Anaepl,xutiv,xnc,va•trs-1N loyA CWOTyp•• A. B, C,O,H AI W9a YMe peel H{WI AmAa pI advQe,pa so 0 Nolean ante Itsda 1 h Xmll" JNi •11 •1 x r N I+ N • • N • •n•1 a 1•¢• +nn 1 naf nN a •Q+1 a NaN•@n x w tM nt eiaN R. 1.1 a tfv.l•v.l ] 1 +N2.1•m.l N v. 1z .cHINat v,v.Nan a 1•m•a.v.l a I+nNMJa a I:Q+M2a 2 N¢.v¢•1 2 1•m+aCH1 2 uQ•vCHt x aafT IaCHI•nN a N¢q+nq a t•wo¢n 2 I+Qf •6+t 2 Nr2•l+n.l 2 11n•t•n.l x . • a• • •¢N 2 N¢.1«aN a N¢N•mN a I•n•E,nN 2 NCHIf@N •n•I•a• so. for Ili Hnf a 1.¢•sw]+1 2 1•¢aH¢N 3 t•n 2 NGIr¢q a a9Va' (P Tr DS ]Wr lan•1•nat 3 a(x•1•n+l t11 a I+QNN3N 3 I+n•IN3a 2 Ifn•1+nn ] 1N2•Pn•f 3 1+n•14a•1 z Nm1•mn 2 t•@,I•m•t 2 t+Ga•nN a Nn•1f@fl 2 1•n,1•CNt ] Ir ta0.LT 1� Nr f•nra•mn INxrHan a a 1+n.1•n+l Nn.a i 9 1+@•N@N 1•n.nn•1 1 2 nm•l+@.t ] ., lan•a•nl 2 1Nx11•¢11 2 I+G]•Q+f ] la„1•'2•@N 2 t+@•la@rl E fa19• )r M W ,m III` ar tN3+lanN ] 1+¢n•nal ] i•n•IN3N ] NGt•@fl 2 NnNanN 9 1+¢.If@•1 a I+CH1•nsl ] 4LHINSM '] 11rQ•if¢+I a IWa•tl•1 a 1•CHta@•1 3 1+¢•N¢.1 a 1.4L@fl 1 l,¢•N@al 8 1•(R•I•¢N a 1•mN. 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(0)ANCHORS TOTAL AT HEAD AND SILL (4-MIN. D.C. ANCHOR SPACING) 25 314- MAX. L{ F--r MIN, 10-12'MAX Ir MAX. X O x T _ _ MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF(2)ANCHORS (SHOWN IN TABLE KEY ABOVE) NOTES I)WI OP/ANCHOR gVANTRIES ARE BA.SFD ON THE FOLLOWING DIMENSIONS: HEAD & SILL: 101W MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 25 3/4' MAX FROM CORNERS. JAMBS: 0' MAX. FROM CORNERS AND 2212' MAX O.C. 2)FOR WINDOW SUES NOTSHOWN, GO TO NEXTLARGER WINDOW IN TABLE. 3) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN WINDOWS, SUBTRACT I- FROMTABLE SIZE DIMENSIONS. 4) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SMALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 5) SEE GLASS TYPE 02SCFUPTIONS ON SHEET 2. PRODUCT REVISED B.Iwg 8..tm1n. at.t:aa Honer. 1741411.00 mapi@0pe Vu 122112021 By Ili, By -0 naro .f 1 D .s OS �A B m o g OJ XXi.Q Nx'm VUd Re 11-- U .W9 a ,mle 'd O 0 K n o o X O w 6 t I ONnnnn Y LYNry Florida Building Code On h Page 1 of 3 _® FRI BOS Home Wgln i user RegIstratlon Hot Tsples Submit SumhaMe scats&Facts Publications 1 CoMectusBClsslte Map Lima search dProductr ApprovalLs[R: Pbec User Murr PmaJtt AOOroyal Men r > Product or Ayollcatlun 5earth > Aoolkliti ul L6t Application Detail FL# I �FI -P Application Type evasion Code Version '2017~ Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POD and/or the Commission If necessary. Comments Archived ❑ Product Manufacturer P�GT4ndustries/ Address/Phone/Email �� 10T0'fechnology Drive North Venice, FL 34275 (941)486-0100 Ext 22318 druark@pgtindus ries.com Authorized Signature lens Rosowski jmsowski@pgdndustries.com Technical Representative Jens Rosowski Address/Phone/Emall 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 21140 jrosowski@pgtin dustries.com Quality Assurance Representative Address/Phone/Email Category xteriDco - Subcategory ✓winglnq Ex� teKof oor AssejbIl'es Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 12/18/2017 Date Validated 12/20/2017 Date Pending FBC Approval Date Approved 12/25/2017 h4s: Florida Building Code OnI Page 2 of 3 summary of Products �-1 FL # Model, Number or Name Description 25310--. (lI act WlnGuard Outswing Aluminum French Dnerwith or without Sldelites Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL253 RIB C CAC 17050401.ndf 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 RIB IT 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 (Non -Impact) Outswing Aluminum French Door with or without Sldelites Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL253 R18 C CAC 17050402.ndf Approved for use outside HVHZ: Yes 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 Rib II 17050402.ndf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Parry; 253.3 FD - 650 (Non -Impact) Outswing Aluminum French Door with or without Sidelltes 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 RIB 11 17050403.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: 253.4 FD - 750 (Impact) Win Guard 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.pdf 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 RIB II 17050404.ndf (NOA) for product performance Information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Parry: 253.5 FD-5455 (Non -Impact) Outswing Vinyl French Door with or without Sldelites and Transom Limits of Use Certification Agency Certificate Approvedfor 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 ❑ 17050406.ndf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Parry: 253.6 FD-5555 (Impact) WinGuard Outswing Vinyl French Door with or without Sidelltes and Transom Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL253 RIB C CAC 17050405.odf Approved for use outside HVHZ: Yes Impact Resistant: Yes Quality Assurance Contract Expiration Date 01/2312019 Design Pressure: N/A Installation Instructions Other. FL253 R18 II 17050405.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Parry: Evaluation Reports Created by Independent Third Party: https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvweIwRFXRv... 10/3/2018 Florida Building Code Onl Page 3 of 3 back Hent [nnfaH Ilv ;; ]Rn1 alnle elnnn Rnirl. Txllvbn[eµ Fl 3)390 p�nnnP5n-CO].1 g]C The State of Florida Is an WHO employer. Lppvrl9M 2p0]3p13 SOa[e of Flotlda.:: Pdvacv Statement,:: A[@sSIbgIN Statement :: ReNnd 5tatemen[ Under Fiddled law, .mall add,.. are poblic records. If you do not want your e-mal address released in response co a public -records request, do not send electmnm mall co this entity. Instead, mntnrt the 9fpre by phone or by traditional mall. If you have day questions, please contact $50A87.1395. •Pursuant to Section 45S.27S F.S., plse5. ��ProduclApproval Acepts: rm 0�ER® '. securin•A3:�urc:� https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvwelwRFXRv... 10/3/2018 M1AM1-DARE MIAM1-DADS COUNTY e PRODUCT CONTROL SECTION 11805 S W 26 Str=t 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 1070 Technology Drive North Venice, FL 34275 .SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series'TD-101" Aluminum Outswing French Doors w/wo Sidelites— WYLI. APPROVAL DOCUMENT: Drawing No. 11005-1 Rev G, titled "Alum. French Door & Sidelites, Impact', sheets 1 through 15 of 15, dated 04/04/2012 and last revised on 09/17/17, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami —bade County Product Control Revision stamp with the Notice, of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. Use of Tables 1 or 2 (sheet 2) requires full length reinforcements (item # 22) for OX, XO, XXO, OXX, OXO and OXXO configurations. The lower design pressure from table I or table 2 shall control. 2. Standalone X, XX and 0 configuration unit do not required, reinforcement (item #22). 3. Applicable Egress operable doors must comply with min clear width & height per FBC, to be reviewed by AHJ. 4. Ix or 2x buck to be properly secured to sustain imposed load and to be reviewed by AHJ. 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 tiled 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 NOA 416-0629.17 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No.17-0504.01 MIAMFNA ECODNTY ... � , Expiration Date: October 18, 2022 �[Approval Date: September 28, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files # listed below) 2. Drawing No. 11005-1 Rev F, titled "Alum. French Door & Sidelites, Impact", sheets 1 through 10 of 10, dated 04/04/2012 and last revised on 09108116, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. 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-S968, dated 02/15116, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E.(submitted under file 916-0629.17) 2. 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 fixed sideIite (0) w/ insulated laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL--6864, dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E. (Submitted under files #12-0516.02/#11- 1013.22) 3. Test reporton 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 outswing doors w/sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Reports No FTL-5212, dated 05/05/2007, signed and sealed by Carlos S. Rionda, P. E. (Submitted under files # 12-516.02/411-1013.22) C. CALCULATIONS (Submitted under file #15-0528.24) 1. Anchor verification calculations and structural analysis dated 05/22/15, complying with FBC- 214 (5' Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies w/ ASTME-1300-02, 04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory, and Economic Resources (RER). Ishaq I. Chanda, P.E. Product Control Examiner NOA No.17-0504.01 Expiration Date: October 18, 2022 Approval Date: September 28, 2017 E-1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for "Kuraray Butacite PVB Interlayer', expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) former Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/16. F. STATEMENTS (Submitted under file #15-0528.24) 1. Statement letter of conformance to FBC 2014(So' edition) and letter of no financial interest, prepared by PGT, dated 05122/15, signed and sealed by Lynn Miller, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA 915-052824, expiring 10/18/17. 2. Test proposal # 16-0152 dated 03/09/16 approved by RER 3. Test proposals dated Jan 18, 2017 and 02/15/12 approved by Jaime D. Gascon, P.E. 2. New Evidence submitted A. DRAWINGS 1. Drawing No. 11005-1 Rev G, titled "Alum. French Door & Sidelites, impact", sheets 1 through 15 of 15, dated 04/04/2012 and last revised on 09/17/17, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. None. C. I. Anchor verification calculations and structural analysis dated 08/01/17, complying with FBC- 2014 (STH Edition) & 2017(611 Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies w/ ASTME-1300-02, 04 & -09. D. 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for "Trosifol: Ultra clear, clear & color PVB glass interlayer" (former "Kuraray Butacite PVB Interlayer)", expiring on 07/08119. 2. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA) former Solutia Inc. for their "Saflea Clear or colored interlayer", expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5s' edition), FBC 2017(6"' edition) and letter of no financial interest, prepared by PGT, dated 09/01/17, signed and sealed by Lynn Miller, P.E. G. OTHER 1. This NOA revises & renews NOA 416-0629.17, expiring 10/18/22. 'Ishaq L Chanda, P.E. Product Control Examiner NOA No. 17-0504.01 Expiration Date: October IS, 2022 Approval Date: September 29, 2017 E-1 SERIES 101 OUTSWING, IMPACT RESISTANT FRENCH DOOR AND SIDE LITE 1) GLAZING OPTIONS: SEE BELOW 2) DESIGN PRESSURES: (SEE TABLES 1-4 ON SHEET 2. A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 3) CONFIGURATIONS: X, O, M. X� OX, XXO, OXX. O%O AND OXXO. 4)ANCHORAGE: THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8-11. MATERIALS. INCLUDNG BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. 5) SHUTTERS ARE NOT REQUIRED. 6) SEALANTS: INSTALLATION SCREWS. FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7) REFERENCES: TEST REPORT FTL-4964, 5212 & 6864i ELCO ULTRACON & CRETEFLD( NOA'S 8)THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE. APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY AUTHORITY RAVING JURISDICTION (ARIL INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE, DP REQUIREMENT (LBS/FP) FOR THE OPENING USING THE ASCE-7 STANDARD. 2) ON SHEET 2, TABLES 1 & 2 REFER TO PRODUCTS THAT ARE REINFORCED. TABLES 3 & 4 REFER TO PRODUCTS THAT ARE UNREINFORCED. DETERMINE THE DESIGN PRESSURE OF YOUR PRODUCT USING THE APPROPRIATE SET OF TABLES. E)(AMPLES ARE GIVEN ON SHEET 2. THIS DESIGN PRESSURE NEEDS TO BE HIGHER THAN THE OPENINGS REQUIRED DESIGN PRESSURE FROM STEP 1. 3) DETERMINE YOUR ANCHOR GROUP FROM TABLE A, THIS SHEET AND YOUR GLASS TYPES. (A- D), FROM THE GLAZJNG DETAILS ON THIS SHEET. 4) FROM SHEETS 7-13, FIND THE SHEET THAT PERTAINS TO YOUR PRODUCT AND DETERMINE THE ANCHOR QUANTITIES REQUIRED. 5) ANCHORS ARE TO BE INSTALLED USING THE LOCATION GUIDELINES GIVEN IN THE NOTES ON SHEETS 7-13. SHEET 14 & 15 SHOW INSTALLATION CROSS -SECTIONAL DETAILS. ,I {_ W NOM I 1 OWS53IACK rn G SSTYPEAF PVB' GL4SS;F, PE''B7(P_VB2). AN -ANNEALED HS=HEATSTRE TP=TEMPERED OESIGIIPRESSURERATNG IMPACTRATINO SEE TABLES 1.4 RATED FOR LARGE 6 SMALL ON SHEET MISSILE IMPACT RESISTANCE -- Min. A Iwr Mi.. Edge Embedment Dmup AndteT Type Member Member SU6maM D[ Mnca RT Mehl TDMknem - -Mr 1 ain, heCmID wain, Com:mle (m10. 2.85 FAH 1.iN' 1 -155 ka1. F•-171 k5l Jemb RPI. Bbck (ASTM Den) 1J 4' 114- 114- 4105E Eloe CrM4FlmV AI h. 3TMCX) 1-3W 1.314- 2 Jamb XPAow Bbck STM C90 .Block I.314' 14/4• Q7.0.1,.FpJMJkel All Souhem pine (So -0,65) 1• 138' All 9ouhom PNe(SG -0.55) 911E' 13r8' 3 12S[aeLSMS All 5063-TS ALmbrvm JIB' 1/4' 1) Ad -ANCHOR HEAD TYPES ARE APPLICABLE. 21 MIN, OF 3 THREADS BEYOND METAL SUBSTRATE 3) METAL SUBSTRATE TO MEET MN. STRENDTH AND THICKNESS REOUREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REYIEN'ED 9YTITE AUTHORITY HAVNOJURISDIf.TION. GENERAL NOTES ............ I GLAZING DETAILS ........... 1 CODES/STANDARDS USED: DESIGN PRESSURES ...... 2 o2017 FLORIDA BUILDING CODE '1EDGY, BTH EDITION VERY. SECTIONS .......... _.3 o2A14 RAPbA BVILONG COOE'MC), STH EDITION HORIZ SECTIONS .... _..... 4 OASTM E1300LB PARTS LIST......................5 eANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION EXTRUSIONS................. _6 Op UMINUM DESIGN MANUAL ADM-2015 ANCHOR QUANTITY........ 7-13 A S5 1 oAIISIG to S1�.— INSTALLATION........... ..... LLAT 14-15 711W NOM. y�GLASSSTACK GLASS ST�� —.,r,c ue r, e• 7116' LAMI NOM. GLASS TYPE C. (PVBi), GLASS TYPE D, (PVD2) 1N' HS G L SS—i .090'PVBt OR PVB2 WTERLAYER "lFJh IIIII 'a 'M 13116' LAMI IG NOM. GLASS TYPE E PVB1 =.090' TROSIFOLO PVB BY KURARAYAMERICA. INC. PVB2 -.090' SAFLEXMEEPSAFE MAXIMUM P.VB BY EASTMAN CHEMICAL CO. _'_.CSREYhFww 110. iMl bL Podr 15dre1 lee DESIGN PRESSURES FOR REINFORCED DOORS•ALL GLASS TYPES X FRAME WIDTH XXFRAME I WIDTH FRAMEHEIGHT �%F�j yQ'' '/4-033'4' 67314' 1 813W 3R137417' 64 71314 +iSD .0 +76.0 -76.0 +76.0 -76.0 _SO-953'4' 7601 .760 15.OI -]S.O DESIGN PRESSURES FOR REINFORCED SIDE LITER GLASS TYPES FRAME WIDTH FRAMEHEIGHT 7°-033N• 1 B13/4• 91 Y4- 11-0314• 2734' +75.0 -]5.0 +75.0 -75.0 e76.0 -76.0 +]60 -76.0 +76.0 -75.0 .mac® WIW +TS.D .75.0 +75.0 .75.0 -71.4 -71A +07.6 47.8 +w.2 -04.2 �� 30314 -76.0 -76.0 -74.9 -74.0 +]0.4 -70.4 68.6 416.8 +03.1 4G.t &C,D ORE 1 36314' +76D d60 N60 -760 1 +75.0 F76b 1 +760 1 -75.0 -75.0 FOR MAX SIZES OF COMBIRED UNITS, SEE WIFE 15 10-13. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE. APPUCABLE EGRESS REQUIREMENTS TO BE REVIEWED BY AUTHORITY HAVING JURISDICTION (AHJ) EXAMPLE 1, (USING TABLES 1 8 2): XO WITH GLASS TYPE B. REINFORCED, 33-112' WIDE X 703/4' HIGH SINGLE DOOR WITH 18' X 79.3/4• SIDE LITE (SEE NOTE 8) DOOR DESIGN PRESSURE =+7B /-75 PSF SIDE LITE DESIGN PRESSURE -+75 /-75 PSF OVERALL DESIGN PRESSURE -+75 /-75 PSF EXAMPLE 3, (USING TABLES 3 $ 4): OXO WITH GLASS TYPE C, UNREINFORCED, 30"WIDE X 87-3/4".HIGH SINGLE DOOR WITH (2) 26" X 873/4- SIDE LITES (SEE NOTE 8) DOOR DESIGN PRESSURE=+43.0/ 43.6 PSF SIDE LITE DESIGN PRESSURE=+4721.47.2 PSF OVERALL DESIGN PRESSURE=+43.01-43.6 PSF EXAMPLE 5, (USING TABLE 1): X WITH GLASS TYPE A, 3Z' WIDE X 90" HIGH SINGLE DOOR (SEE NOTE 8) DOOR DESIGN PRESSURE=+751-75 PSF TABlE : DESIGN PRESSURES FOR UNREINFORCED SIDE UTES GLASS TYPE FRAME WIDTH FRAME HEIGHT e°-7031T 70-333W 87 Y4' 61 Y9' 1 04-95114- 10 34- +75.0 -75.0 -75.0 -75.0 +75.0 -75.0 -75.0 -70.0 123/4• -R'0-76.0 +76.0 -76.0 +76.0 0 -75.0 +750 -760 11 -72.4 -72.9+68.5 - 15 -66.0 3 -01.9 +59.0 -690 AB, E0 ORE2734- 21 We +64.6 81.5 -61.0 -61.0 +57.8 J-76.075.00 0 35D +SZ4 S24 a529 322 -49.9 49847.2 44.7 +428 42.6 381/0• +352 J52 +362 352 +35. 452 -MA 34.4 38 Y4' +34.0 414.0 +w.0 a4p+39.0 0 34.0 +34.0 30.0 FOR UNI15, 5Et SNLtIS 1LL15. EXAMPLE 2, (USING TABLES 1 8 2): OXXQ WITH GLASS TYPE A, REINFORCED, 68' WIDE X 85" HIGH DOUBLE DOOR WITH (2) 36-12-X 85-SIDE LITES (SEE NOTE 8) DOOR DESIGN PRESSURE -+75 /-75 PSF SIDE LITE DESIGN PRESSURE -+70.4 /-70.4 PSF OVERALL DESIGN PRESSURE =+70.41-70.4 PSF EXAMPLE 4, (USING TABLES 3 8 4): OXXO WITH GLASS TYPE B, UNREINFORCED, 71-3/4' WIDE X 95-3/4- HIGH DOUBLE DOOR WITH (2) 36-3/4- X 95-3/4" SIDE LITES DOOR DESIGN PRESSURE =+34 / 34 PSF SIDE LITE DESIGN PRESSURE - +34 / 34 PSF OVERALL DESIGN PRESSURE -+34 / 34 PSF EXAMPLE 6, (USING TABLE 1): XX WITH GLASS TYPE A. 63-3/4' WIDE X 91-314- HIGH DOUBLE DOOR (SEE NOTE 8) DOOR DESIGN PRESSURE --76 /-75 PSF NOTES FOR ALL CONFIGURATIONS: 1) FOR CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION, (XO, OX, XXO, OXX, ONO, OXXO), THE LOWEST DESIGN PRESSURE SHALL PREVAIL 2) FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 4), IS REQUIRED AT DOOR TO S1DE LITE CONNECTIONS, WHEN USING TABLES i $2. 3) DOOR AND SIDE LITE COMBINATIONS FROM TABLES 3 AND 4 UO NOT REQUIRE REINFORCEMENT ITEM 22 4) DESIGN PRESSURES UNDER 40 PSF ARE NOT APPLICABLE IN M1AMI-OAOE COUNTY. 6)FOR DOOR -ONLY CONFIGURATIONS (X, XX), ONLY TABLE 1 ISAPPLICABLE. REINFORCEMENT, PART#22, IS NOT REQUIRED. 6) FOR SINGLE, STANDALONE SIDE LITES (0), ONLY TABLE 2IS APPLICABLE. REINFORCEMENT, PART=, IS NOT REQUIRED 7) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDELITE ARE NOT AVAILABLE WITH REINFORCEMENT. 8) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXTAVAILABLE SIZE. (E.G. FOR 32"'X" DOOR WIDTH IN TABLE 3, USE 33-10) GLASS TYPES/ALL TABLES TL113SHEETI' A'3/6'EAMI(1/B"A"090VW XlG`HS) B. 3/0' LAM[ (1/B- HS, .090 PVB, 3116- HS) C. 7116• LAM[ (3/16- A .090 PVB, 3116- HS) D. 7/16- LAMI ISM 6' HS, .090 PVB, 3116" HS) E. 13110' LAM IS (3/19- TP, 1/4- AIRSPACE, 116" HS, .090 PVS, 3/16" HS) NIGOUCf NEV9F9 uay.�hlw.lwlY DaYY baNlq Cd. AmN.a. no c d( Eyi.wr 6rc 2i_ r .r) � O)NO CHANGES THIS SHEEL- ' m-wneHT s" _* N4. 58m A 0I W ' T O N O O N m O r'SI W J SY A V �aF� O � N O O nm ; m i M. _ > O a -I r D gg z m P O A D F c < r' m cn >� cD Ir Um z n H r m A A n my 'II Z (A m r m 4:0 2` Im rG Fro') !C m m m E g 0 ` 1070 m m RevlalOn N.VENICH FOL9 DRIVE 2 S'i 5y Yr FG 4sa1>-0so-lsoo� o G:- __ tR 2( °oFmuxeomn Fm't1IDVMo.mc �D =2 :O n.� CERT.OFPUTH. C1929B uyrsgrt;pew✓FFnyeo W � D f �^ =r>J1 m"i2 ALUM. FRENCH DOOR LRES,LM o04/04/12 a e i" G`j�•.r ;�;�.(� g VERTICAL SECTIONS aS JENS ROSOVJSHI p �1F Nn D-m1 L NTS : 3 OF 15 az 11005-1 4 G SPACING, SAME I JAMS ANCHOR SPACP (SEE SHEETS T. 8 AND SEE NOTE 3, THIS SHEET 3IA' DLO DOC SECT, C-C HORIZ. REINFORCEMENT NOT REQUIRED FOR STAND-ALONE'WC DOORS. REINFORCEMENT INTERIOR NOT REQUIRED FOR STAND-ALONE X DOORS. FRAME WIOTH---- I Q- SL SECT. E-E k�-ZlI U SL SECT. F-F HORIZ. (DOOR W/ SIDE LITE) HORIZ. (SINGLE SIDE LITE) EXTERIOR REINFORCEMENT NOT REQUIRED FOR STAND-ALONE*9 NOTES: SIDE LITES. 1) CLEAR OPENING FOR AND X DOORS AS FOLLOWS WNTH: %'DOORS= DOOR RMIME WIDTH -&S 3 0W'DOOR =DOOR FRANCE WIDTH 12-4.0TA HEIGHT: OCOR FRAME HEIGHT -3259- 3) MU. LENGTH REINFORCEMENT APPUCA13 E TO DOOR AND SIUE LRE COM8INATIONS FROM TABLES 1 AND 2, SHEET2 ITETA 221S NOTREONIRED WITH COMBINATIONS FROM TABLES 3 AND 4, SHEET Z OR WITH STANDALONEV,, T S'KCOQNRGURATIONS FROMTABLES i AND 1 rxaoucrwevlam mwFp)f{w1R 14F1ntl1 ww.Fc.a. LPIrI'r PN 2 I S-1 0)NO CHANGES THIS SHEET.- = JR.GWWIT N Y O �]W 0 HIV r�ugl Ol Z p�1 g Cgp� Cn£ ZLL$ 'W9 y a 1qp w .u.8ex Sz� o N p N LL O ¢ 00 0 a Sg F w 9 U N IN- Z a W F •I. 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PT 10 11O0 tl1 'AfiFTALBYALER.WO TIRE LO, OPBO L A Wx&I FRAM NMB G 31 1010 1010 0 WSBP.O{ .1W R.313 HGH 33 EWI ceA0 I.OW %3]W%0-0W BW4R NO 1RPSA15 aaixl.EMEHE PHBGRES 2{ 1W0 AMBS "MiI'm •I mmB I'mCO✓E I 6WMEPUR INSERT W it, 1110 M 110%NPFA NIa%.iIYPN R.6M6 IOiO 070 aK B EERBINP!a I.aW HGM 90 9t00 m10 WWIPANELlLPB EOTIOMRNL 01 %tE 11 RMHPANEL SLOE MIL 03 917 ]FlUIO HN6E E%IiN610N 31 111e ]10 W B MOX.@5 IRMS N 9,9 MOM TIMOR CUMP 35 I'm m Y1&161HRFAOEOR00 N 6m )W]MIFA anRlaFDJX.IEXNJT 91 VU OXWWTYP NFL N f1R 04X]aMLFLlER $ IPA] WSRET E1V•FENPANELHFAU'9LL6PA]EL 6TIES WSIP...10i%]W ILG FlN9EAL 00 10D 0]8110 61 {3 930 1Ne 411 Ta't13FPAW BIA 00LTAWY. AO RPMW-CNLT IFJ X.BfG PHFL6MB lyPEBP W 1318 ]PemO SILL BSTPLUG MOTVEPNU M a. CWJ WMPANEL191MWL1 PIEWWP le 8MB 6Wd NFLASTWWWWC 0 Rtf WEE—. . X.dN 3NOH HOH e1 X Y. fIDle Hr00 •e 11B 11a9 R`NF lDFTA—Y am X.T al M Gu WX.iW PH FL 6M8 6q e$ F 3 m WWII9 WWII R000ER81EEVE 61 P R LWCIIVEP 4 1 FR IFR9P CEABBPLTS1f3.EPUTE $3 I fa 110 FA 910 FL SM9 % BR IR IMF4L=BIRKEPN., ae 111a PFA 1 .WPHFL6M9 m a}Ql 6920G a 610E1)IG HFAD'_R fit 9fE111G 91 a! Na,6ID1 W M fiICFLIG IV3B m 1155 1BlP0I, M 1Fm OWOPR sms 0t 9b IWS IiAD W3NE19 iOmw m99B g5 pm 1831 SMKEI3 61M:NN3 e10Hf M 806E 5M1M SIOEl11E JM®AWPMR W all Xl.We SHFE T SCIE W T305IK rvL BLOCK, 5aT%1If R1'WRBA fl )38 5691N0 BLOtM 111B'X11?%P WlP6A 73 e6]Sx BPM TIr n lea Bex ve• Yar r• eea 10B IO EAG m eee eaves eEAn wlEwoR W q 13Y GU]NO6WCON2, em:q BJW sue mla lusEB WExna1BEPBFAW W000.8al Ti CU69 Y0'UMI.19'A 90PVa, Y1B'NS W OU68. Y0'UMI.1A• 1A,,WIVB YIYNS 9] OuaS ]Ite' MI•Y1PA WP)B Y16'HS 10 IDC Ie.Yt61611%PYB. YIB•HS 103 1166A Nt061 lWaliU ACER.309 THLEBhOID.OP 0 L 11. OFFT1E61E4F BOLT GRS BIEFl 109 101 n ITEMS N 17.1 U, 1M, Ell, M-DU, aid, JB, 10-)B, oa-n I ,%BY IP USED AND ARE NOTPART OF THIS APPROVAL ' KODISPACE Exr. GLAss 4SG TPS M UCTURM. WRH DFslwwr GLASS m DURASEAUD SPACER Part/ WMnpE00 Mango 60 Ku.nalY'g 0.SC 1P5 S1.te SyJ,m Bl OIWtr Wptl$eWin%f Mih NJ YeII BJyI 6ee10H SKMM 83 OlYlez PSBse01 dam Nal<IiJs BS (2Nm110. EOge BpBeel REFERENCE TEST REPORTS. FTLA717, zPROBO<f RgY16Lf) ..ay1.Y. Nx.I.Fn.+r L.ILi�Otl 1�1 itl YBAf .1 08 wu� qQ `✓ a w Rmoo N_ 'OOOOOn P O O 5 g i NO m 8ma O m A S r� O r_ tl �.-- m� > 9 O III^GPI A I $� w � m m IL > mho �I w i y'n yApjj� .1 Z '9 m � rn I $ LLL-1� a mAi oDp 1 N I 0mma b O-L � .Roo H a IFS— —mil o-� � m� U Tol }T- gFA 1 —I � m r 1U 11111I1 wt.won p1 14;� CHN DRIVE O N. VENICE, FL34275 (941)4e0-1600 :P -2:0 >9 e C � COFIR16MTOAiI PGlR6VSINFS.ING � S� _y.a m:r CERT OG AUTH. H1B98 iynmrcnrttimveo =r ;o V% A ALUM. FRENCH DOOR & 510E LTES, LM $ 04l04/12 i f 1" �n'/�,'•. %(�.` o EXTRUSIONS g JENS ROSOWSW N o ''� equ*11 6OF15 ai 11005-1 c G � ;«t! ■,\\m {!\\> |§§!/;\ \«\�\!-� |/\^l�»�\\ \_\_\ �� §\\ , , \\4 \\ Slip !\§ XX DOORS, ALL GLASS TYPES ANCHOR IYPE d; SUBSTRATE 3, WOW 3ALUM 1,2. CON LOAD ZONES 6 FFq�TJ # 6 q� K _ FRAME FRAME HEIGHT 47.75 79.75 83.75 87.75 91.75 95.76 4 3 4 2 5 4 4 2 5 4 4 2 5 4 4 2 5 4 4 2 51.75 79.75 8315 87.75 9175 95.75 5 4 4 2 5 4 4 2 5 4 4 2 5 4 4 2 6 4 4 3 55.75 79.75 B3.75 87.75 01.75 0.75 5 4 4 2 6 4 4 2 5 4 4 2 8 4 4 3 8 4 4 3 1 .78 79.76 ems 97.75 91.75 95.75 5 6 4 2 5 5 4 2 e 5 4 3 6 5 4 3 e 5 4 3 63.75 79.76 03.75 87.75 91.75 95.76 5 5 4 2 B 6 5 5 4 4 3 3 B 5 4 3 4 3 87.75 79.75 83.7E 97.7E 91.75 95.75 e 4 3 B 5 4 1 3 e 6 4 3 7 B 4 $ 7 6 4 3 71.75 79.75 83.75 87.75 91.76 95.76 9 5 4 3 B 5 4 3 B 5 4 3 7 6 4 3 7 6 4 3 O.C. MAX 8'AWL 13-U4111----MAX. \ 23.U0• / 6 \ MAX 0.0, 84a0' N9VC OL0S e}aP / MAX. FRAMHTS HEIG \ / 2Aa1$ / MPX DLO\ / NI 7134' LIAR. DOOR FRAME WIDTH TYP. ELEVATION OF XX CONFIGURATION HEAD HEAD u u 01314• / / \ \ u � L+- 2o7I8' W --4 6-MAX. SILL MSILL ZONETT' ZONE'0' 933N• LOAD ZONES FOR XX CONFIGURATION & ANCHORAGE LAYOUT USED IN EXAMPLE Design Plessule Bee Sheet 2. Tebie l NOTES: 1) SEE SHEET I FOR GLASS AND ANCHOR TYPE DESCRIPTIONS 2) Dooss AwreELEFr oR wcHr.HANDEM 3)ANCHOR QUANTITIES ARE BASED ON SPACNO AS FOLLOWS(4• MIN. O.G. MR CONCRETE. 4• MIN. O O. FOR WUj JAMBS (ALLE 1}1N' MAK FROM CORNERS qND 2}LB' MA%.O.C. HEAD & SLL OP DOORSW MAX. FROM CORNERS.9' MAX. FRO14 ASTRAGAL CENTERS ANO 9}I7B' MAX O.G 4) FOR SOESNOTSHOWN, ROUND UPTOT+E NFMAVAILABLE SIZE. 6) FOR ANCHORAGE DETAILS SEE SHEET 14. EXAMPLE: XX WiTH GLASS TYPEX B}'N4• W ID E X 4 INTO HIGH D W9IE OOOx, ANCHOR PRESSURE Ni0 WOOD DESIGN PRESSURE a e]57-]5 PSF, BEE EXAN.PLE6.SHEET2 FOR DP EXAMPLE DANCHORS DOOR JAMB 5 ANCH OR9 EACH DOOR PANEL Q HFAD SANLHORS EACH D000. PANEL®SL1 OSEECFTGLEO VP1.UE5 ON TABLE fl X eDENOIESANCHORLOCNTION. m ODecrgEV1S® �N �e 17a_T�TzD I Le94e4MpM 1. Ad 1 � F)NEW sNEETCOMBINOHOSRE -�, ELEVATIONS. ZONE ELEVATIONS e ANO ANCHOR TABLES-JR- ana17 N Y W O O� gb e m o Z LL m r W UUd wt r oZm O m LL e5 O p K m A O n=a W 0 a y I m U Z J O LL wm 'aaD sews O SIDE LITE, ALL GLASS TYPES ANCHORIVPE42,3,WOOD SUfiSiRATE 3AWM 12 TANG LOADZONES Sd O fu 0 O w O MM SDEMERAME FAgM 10.75 79.75 63.75 67.75 91.75 95.75 4 1 4 1 4 1 4 1 4 1 4 1 4 1 0 1 4 11 4 i 12.75 79.75 83.75 07.75 91.75 95.75 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 1 2 19.00 79.75 63.T6 87.75 91.1 9535 4 2 4 2 4 2 4 2 { t14 2 4 2 21.75 19,75 03,75 97.75 91.75 95.75 4 2 4 2 4 2 4 2 4 2 4 2 5 2 4 2 5 2 4 2 27.75 79.76 83.75 67.75 91.75 95.75 5 2 4 2 5 2 4 2 5 2 4 2 6 2 4 2 6 2 4 2 36A3 79.75 83.75 07.75 91.75 95.75 6 3 4 3 6 3 4 3 7 3 4 3 7 3 4 3 7 3 4 3 35.75 79.75 83.75 87.75 91.75 95.75 6 3 4 3 6 3 4 3 7 3 4 3 7 3 4 3 7 3 4 3 17-70 MAX OO..C. MAX V� 134/4'MA%. 1 9s; 6 AU MAX. OLD FR4 NE1f 31513' MAX OLO I ® I 3Ba14" MA%. OE FRAME YnO TYP. ELEVATION OF SINGLE SIDELITE, 0 HUD ZONE £"---- i LOAD ZONES FOR SINGLE SIDELITE, O NOTES: H SEE SHEET 1 FOR OLASS ANDANCHORTME DESCRIPTIONS. 2) ANCHOR OUANRTIES ARE BASED ON SPACING AS FOLLOWS(CMIN. OZ. FOR C0NCRETE.4'MN.UG. FORCMU): 4Aml_WA_]M:13.11V MA%.FROM CORNEPSAN02VO MAX D.C. HEAD 4 SU OF SIDE LRE5: 6' MAX FROM CORNERS AN0246 r MAIL O.C. 3) FOR SVES NOTSHOWN. ROUNDUP TOTHENE%TAVAILAOLESRE. 4) MR ANCHORAGE INSTALLATION DETMS SEE SHEET 14 O4c1gn Preaeure see sueel2r.Ne z uOOUVCfREVl6® P174f NN 4klbNf b.d:ilE�4 Auvfl��rt Nat -0 OI EN4,MM O,MT„r�+/ LL._ k Wa/Mb re3ul � O pp � 'o O f4 Fj G Fj vIPo 111 OJ Oro NNN Z W S IJ m -i1 W V �i y Wu 'J vN q ~o w u m � LL 0 � m ® 0 �' S O z Im- Z Ul xo a ox, ALL GLASS TYPES ANCHOR 7YPEA Sl1B5RiATE 2 3 WOOD 3AWM IA CONIC LOADZONES m qq S m m EL SmEll1E WIDTH DOOR YAOME RAM HEIGHT 10.75 25.50 79.76 03.76 87.75 91.75 95.75 4 1 2 3 5 4 2 2 4 4 2 4 5 4 2 2 4 4 2 4- 5 4 2 2 4 4 2 4 5 4 2 2 4 4 2 4 6 4 2 2 4 12.73 27.50 79.78 83.75 81.75 91.75 95.76 1 4 1 2 4 5 4 2 2 4 4 2 4 5 4 2 2 4 4 2 4 5 4 2 2 4 4 2 4 6 4 2 2 4 4 2 4 6 4 2 3 4 19.DD 2950 79.75 Ells 87.75 B7.75 95.75 4 3 4 6 1 4 2 1 2 1 4 4 3 4 5 4 2 2 4 4 3 4 6 4 2 2 4 0 3 4 8 4 2 3 4 4 J 4 6 4 2 3 4 21.76 3150 79.75 83.76 87.75 B 1.75 95.76 4 3 1 5 5 4 2 2 4 4 3 5 6 4 2 2 4 4 3 5 6 4 2 3 4 5 3 5 6 4 2 3 4 5 3 5 7 4 2 3 4 27.75 33ZO 79.75 8175 87.76 91.75 95.75 5 3 5 1 6 4 2 2 4 5 3 5 6 4 2 3 4 6 3 5 6 4 1 2 3 4 6 J 5 7 4 3 3 4 6 3 6 7 4 3 3 4 WAS 35$0 70.76 63.75 87.75 91.75 95.75 e 4 6 8 4 3 3 4 8 4 5 6 4 3 3 4 7 5 5 6 4 3. 3 4 7 5 6 7 3 3 4 7 5 6 7. 4 3 3 4 38.75 37$01 9.76 83.76 17.76 91.75 95.75 8 4 5 6 4 3 3 4 6 4 5 6 4 3 3 4 7 6 5 7 4 3 3 1 4 1 7 5 6 7 4 3 7 5 6 7 4 3 3 0 ANCHOR QUANTITIES FORTHE DOORAND sIOI:u1t Itl ue OEIERNnNEDINDEPERIDENiLY. P MAK zaTre•Mnx.�D.�o...1 /� ®1r xvLi L TAB:14, VR2MV O.a® EINFtcEHEMN(. \ 953N'FRAME MAXDLOJrE�BE_ HER L. lsva•IWUL 33SIB' MAXDLO FRA�N�TMfiT11M T1171•MIL DOOR4 SIDE LREFRAAIE WHOM TYP. ELEVATION OF XO CONFIGURATION (Oxsl. U HEAD ZONE•D'- HEAD ZONEF� E•MAX -�{ E6AA)L �SIL IDH��L2OT�� S•b LOAD ZONES FOR XO CONFIGURATION & ANCHORAGE LAYOUT USED IN EXAMPLE (OXSWILAH) Design PTessum RelnitTceO:I Bee Sheol; ToUn 162 Unmlebmeb: I Bee Sheet 2. T6Nee 364 NOTES: 1) SEE SHEET 1 FOR CUSS AND ANCHOR TYFE DESCRIPTIO6S. 2) DOORS MAY BE LEFT OR RIGHT4 W DED. 3) ANCHOR OUANRNES ARE BREED ON SPAGNG AS FOLLOWS (P MIN.O.C. FOR CONCRETE. 4' MIN. O.C. FOR CMU): JAMSS IALLI: 1a114'MAX. FROM CO RERSAND 23110'MPXO.C. HEAD A SILL OF DOORS, V MAX. FROM OOHNERS. 8' MAX FROM A3719A 1 CENTERS AND 2aW MAX O.C. HEAD SIDE ll MAX FROM CO RNERS RSAN0 ANO 243/4' MA`L O.. C. 4) FOR SIZES NOT SHCAN, ROUND UP TOTIE NEXT AVAIIASLE SIZE. 5) FOR ANCHORAGE INSTA MM DETAILS SEE SHEETS 14616. 'W CONFIGURATIONS WHERE THE DOOR LOCKSTIIE ASUTS ASIDE LTTE ARE NOT AVARABLE WRH REINFORCEMENT. 7) SIDE LRE OVERLAPS DOOR BY WV ONCE ASSEMBLED. a��ee�. �3TeLxd69 Aea9RAm He 17a5n4.D%i :]Wy; S-MSIe6Mm ytz EXAMPLE XO WITH GI ASSTYPE B. 3FX 84• SINGLE DOOR WITH J6•X (H' WIDESOELRE. ANCHORTYFE 31Nm CONC. DOOR DESIGN PRESSURE= 475/.75 PSF DOORANCHCR REQUIREMENTS FROMTABLE E 4ANCHOHSIODOORJAM13 3ANCHGRSO DOOR PANEL O HEAD 3ANCHONSO DOOR PANEL ®SILL 4ANCHmRS ® SIDE LITEJMID 3ANCNORS @ wE LTTE 49 HEAD 3ANCHORS Q SIDE LRE 49 Se OSEECWCLEO VALUE90N TABU X •DENOTESANCHORLDCATON. >n ,w 8� Om 5Q ¢ N A o DLLO � l w d J e IUInU tt z-1 IUD) 1-0� $ � N i1 a O 0 (C O Tows q ® h 3MT O rn � y❑ U F Z W O LL O X O 4 0 P I MRS &LYNN MILLF7t P.E P.E./68106 OXOI ALL GLASS TYPES ANGIORTYPE&SUB9TRATE 2.3, WOOD 3 ALUM 1¢CONC IDADZOIJE3 0 (u o fiO!- MAX 6£5LNE FRAME WIDi11 MAX7( ODOR FRAME VnDl11 Mm FRAME HEIGHT 10.T5 25.50 79.75 83.75 87.76 91.75 4 2 7 4 2 J 4 2 T 4 2 3 77 7 4 2 3 4 2 7 4 2 3 127E 2750 79.75 M75 87.75 91.76 95.79 4 2 7 4 2 3 77 7 72 3 4 2 7 4 2 3 4 2 7 4 2 5 4 2 7 4 2 5 19.00 29.60 79.75 53.75 87.75 91.75 95.75 4 3 8 4 2 3 4 3 8 4 2 3 4 3 8 4 2 5 4 3 8 4 2 6 4 TIT 1 4 1 2 5 21.75 31.50 79.75 83.75 .87.76 91.15 95,75 4 3 8 4 2 13 4 3 8 4 2 5 4 3 8 4 2 5 E 3 8 4 2 5 5 3 f0 4 2 5 27.75 33.30 79.75 63.75 87.75 91.75 95.75 5 3 8 4 2 3 57 8 4 2 5 5 3 8 4 2 5 6 3 10 4 3 5 6 3 10 4 3 5 36.13 35.50 79.75 83.75 07.75 01.75 95.75 8 4 8 4 3 3 6 4 8 4 3 6 7 5 8 4 3 5 7 5 10 4 3 5 7 5 10 4 3 6 36.75 3750 79.75 63.76 87.75 91.76 95.76 6 4 8 4 3 5 6 4 8 4 3 5 7 5 10 4 3 5 7 5 10 4 3 5 7 5 16 4 3 5 DETERNWEO WDEPENDENTLY.y �•- -•- •- - 2 ZWNU(.00. 6' 6'NAK MAX. L. 23.115' MM. O.C. r MM DesleR Preseule 24-y4�MM. O.C. I Ulvelbreed: I Sea S6eeI2. Tables 3&4 - 1 131/P MAX / / 6 R FRAME MAX ADL HOGNT3 .01-MAn.OLo B 3S3I4-MNL610E 1I1III NTEFR MNOTH �11 37-1?NAXOCOR If�� FRAME WIDTH 10 1WMAXDQOA.SIOEl1TEFRAMEWIDTH NOTES: TYP. ELEVATION OF OXO CONFIGURATION �iAVABABLE ffl (REINFORCE NIIWIM REINFQKCEII L�N� •E•� 2GJ E'F' �- LONE'E'-� / BILL. c• XSIU SILL E'� LOAD ZONES FOR OXO CONFIGURATION 1) BEE SHEET IFOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT4 LADED. 31 ANCHOROUANTITIES ARE 9ASE0 ON 6PPGNGAS F0.LOWS (4' NIN.O.C. FOR CONCRETE 4' MIN. O.C. FOR CT1U): JAMES ALLL:13IM'MAXFROMCORNERSAND23118' HEAD d SILLOF DOORS: C MAN. MOM CORNERS, e' MAX FROM ASTRAGAL CENTERS AND 20.T/5' NV 1L O.C. SEAO&SILL_ _.EAO&SILL OF SIDE ORES: 5' MAX FROM CORNERS AND 243'P MAX O.C. 4) FOR SIZES NOTSHOYM, ROUND UP TO THE NEATAVAILIBLE SIZE. i 5) FOR ANCHORAGE INSTALLATION DUMB SEE SHEETS N 14&15. 6) CONFIGURATIONS WHERE THE DOOR L.00XSTILE ABUTS i SIDE LITE ARE NOT AVAILABLE KITH REWFORCEMEM. 7) BIDE LITE OVERLAPS DOOR BY W ONCE ASSEMBLED. e F'l, BHEET COMBIMNO SQE e ELEVATIONS, LONE ELEVATIONS ANDANCHORTABLES.-JR- 04110117 3 It 3 a O p o O V' N E9� elo 0 Dom G62 z g One w Z e3 x Uj g Be (D eq U Z� lil .e10 vN 1-' 5 DUO oZ m. O ❑ N w0 C ® 8 Iws O S Z a IN a ti UL W _ V Q O TABLET . D'ISg Pret2. Tables 20dB' NM1X.O.C. hlKwceO: Bee Sheet 2, TDde6 162 Unrdit. [, See Sheet 2, Tablee 38,4 P MAX XXO & OXX, ALL GLASS Lrwwcr iSllr MAX O.C. s• E _ GC t¢rmm a+�hVF•,Yb narYef. bv1Y'0 A.oF Nat .o DI 1�.4Mn \\ . 118aY{4A1• a1 Nvot ° ] e F) NEW 9HEETCCMBI.MNG SQE ELEVATION9,ZONE ELEVATIONS ANDANCHORTABLES.-AL- Dm1mn 5 �N tl (7 N S A Z Z�� w o �' ° 4 I 2 S N 0 eo owD Y N) 0 N D: Z - 0 yaD E WIDM TYP. ELEVATION OF XXO CONFIGURATION NOTES: (D%K SIMILARI 1) SEE SHEET I FOR GLASS AND ANCHOR TYPE HEAD HEAD HEAD DESCRIPTIONS 2)000ftS MAY BE LEFTOR RIGHTHWIDED. 3)ANCHOR DVANTRTESARE BASED ON SPACING AS FOLLOWSµ• MIN, D.C. FOR CONCRETE, 4' MIN.O.C. FOR JAJA ES_(AUJ: 13114' MAX. FROM CORNEfl5 AND 211/¢'tM%.O.C. HEAD B SILL OF DOORS B' MAX FROM CORNERS, P MAK. FROM ASTRAGAL Q m CENTERS AND 20-TAT MAX O.C, w HEAD S FILL OF SIDE UTE5: 6' MAX. FROM S OORNERSAND243M•MALO.C. gFOR51ZESNOTSHOWM ROVNO UP TO THE NEST AV7HIABLES ML 6) FORPNCHOMOE INBTAWTON DETAILS BEE sNEETS14s1s 6)WNFICURATIONS WHERETHE DOOR LOCKSTILE ABUTSA SIDE LffEARENOTAVAILABLEWOH REINFORCEMENT. T) MOE UTE OVERLAPS DOOR BV'N4. ONCE ASSEMBLED. ZONED ZONE F ZONE E' LOAD ZONES FOR XXO CONFIGURATION o w DNv r J w O N a�55 0FF-- U W u J a aeBmD N Wo ' 0 0 LL 0 N Ioa,Is Z 8 `�' € p LLL--- O -1 awa `,111111 rrr IFr4 ` � p .. EN!�N,fAl`Y,, •• z*: NE.58705 :*- :)O.L�'. S rE0 ��,:•(V �SS;�NAL OC7,1 I t t I I I11L1 ANCHOR WMT171ES FOR THE 000R AVO SIDE UIE TO BE DEIERMIN®MOEPENDEN1lY. fOXKSIMIWII ALYNN M¢lER P.E P,E166105 TYPES ANOIOR7YPE89VBSTRATE RO, WOOD 9 ALUM 12 CONC LOAD ZONES , bA b� 6mE UlE FRAME vdDM DOOR FMNE vnoTH HTaAME HEIGM 1 D.]5 47.75 79.75 83.75 8T.76 91.75 95.]5 d 2 4 3 6 4 2 4 2 3 4 2 5 4 7 4 2 4 2 3 4 2 9 4 ] 4 2 4 2 3 4 2 5 4 7 4 2 4 2 3 4 2 5 d 7 4 2 4 2 3 1275 51.75 T9.75 83.75 87.73 91.75 85.76 4 2 5 4 7 4 2 4 2 3 4 2 5 4 7 4 2 4 2 3 4 2 5 9 7 4 2 4 2 3 4 2 5 4 7 4 2 9 2 3 4 2 6 4 7 4 2 4 3 5 19.00 93.75 79.75 83.]5 87.75 Bf.76 95.]5 4 3 5 4 7 4 2 4 2 3 4 J 6 4 ] 4 2 4 2 3 4 3 5 4 7 4 2 4 2 3 4 3 B 4 ] 4 2 4 3 5 4 J B 4 8 9 2 4 3 5 21.75 5B.76 79.7fi 83.75 87.7b B1.75 85.75 4 3 6 5 B 4 2 4 2 3 d 3 5 5 8 4 2 4 2 3 4 7 6 5 8 4 2 4 3 5 5 O 8 5 e 4 2 4 3 6 5 J 8 5 8 A 2 4 3 5 27.75 63.75 79.75 83.75 87,75 87.76 95.75 5 3 5 5 e 4 2 4 2 3 5 J 6 5 8 4 2 4 3 5 5 3 6 S 8 4 2 4 3 5 6 3 6 6 8 4 3 4 3 5 0 J 7 6 10 4 3 4 3 5 36.13 B7.75 78.75 83.76 87.75 91.]5 95.1fi B 4 B 5 B 4 3 4 ] 5 6 d 6 5 B 4 3 d 3 5 7 5 6 5 8 4 3 4 3 5 T 5 7 8 10 4 3 4 3 5 7 6 7 6 10 4 3 4 3 5 36.75 71.75 79.75 83.7fi 87.7b 91.75 95.75 8 4 6 5 B 4 3 4 J S 8 d 6 5 e 4 3 4 3 5 7 5 6 5 9 4 3 4 3 5 7 6 191. 8 10 4 3 4 3 5 T 5 ] B 10 4 3 4 3 5 B'MAIJL 1 � B'MH%. � 2q3/4'MA%.O.C. T " / \ ® ® \ � \\ \ \ / BEE TABLE31.4, SHEET 2FOR REINFORCEMENT REOUREMENTS. / � 211RI• MAX 0.0 BSY NiAX FRPN HEIGHT B/VIB' / / a 248116\ MAX DLo\ / I AUX Dm A �T1314'MAX DOOR FMlAE)WOTH SI EUTE FRAM tOt-L4' MAX DOOR 4510E UTE FRAME WIOM ZONE 9' LONEY�-ZONE'f'� \ I_ SILL �_ SILL I _ SILL OXXO, ALL GLASS TYPES ANl ORTYPE&SUBSTRA 2,33A UM= 1,2 CONG LOADZDN9S � S O ru O K X m ¢ O 5t s O V 7 x MAC 3IDE LITE FFRPME WD111 MAX'J4f DOOR FRAME WIDTH FRAME HEIGHT 10.76 47.76 79.75 E L75 8775 9).75 GE.76 4 2 6 4 2 3 4 2 7 4 2 3 4 2 7 4 2 3 4 2 7 4 2 3 4 2 7 4 2 3 12.75 51.75 79.75 63.75 87.75 91.75 95.75 4 2 7 4 2 3 4 2 7 4 2 3 4 2 7 4 2 3 4 2 7 4 2 3 1111111114 2 7 4 2 8 19.00 W75 7875 83.75 87.75 9125 95.75 4 3 7 4 2 3 4 3 7 4 2 3 4 3 7 4 2 3 4 3 7 4 2 5 4 3 6 4 2 5 21.75 59.75 79.75 8376 87.75 91.76 95.75 4 3 8 4 2 3 4 3 8 4 2 3 4 3 5 4 2 5 5 3 8 4 2 5 5 3 8 4 2 5 Z7.75 8375 7&75 W75 87.75 91.75 95.75 5 3 6 4 2 3 5 3 8 4 2 5 5 3 8 4 2 5 6 318 4 3 5 6 3 10 4 3 5 36.13 67.76 79.76 83.75 V..75 91.76 9575 6 4 8 4 3 5 8 4 8 4 3 5 7 5 8 4 3 5 7 5 10 4 3 5 7 5 10 4 3 5 36.75 7175 79.75 83.76 37.75 91.75 85.76 m ANCHOR O V ANTRIES FOR THE DOOR AND SIDE LITE TO BE DETERISNEDINDEPENDENTLY rm am 24914'MA%.O.C. / \ SHFFf2 FOR REINFORCFJIF.M REOUIREMENIS. E6-: H] MAX O OLD HER HER \ / f \ 4 / 4 \ / / 3}file• MIA]C AX DLp\ / MAz. DLo 3B.Y4'NAX SIpE IRA- 71-LO-MAX DOORFRAME V40TH �-I LRE FRAME WDR, YYY""'�� 143J14' MAY.000R aSDEUTEFRANE WIDTH TYP. ELEVATION OF OXXO CONFIGURATION ZONE£ Z;ZEY 1 WE'F- -ZW --- r \ / \ m zone •e ]0.]A• SIU- ZONEF�^�ILLe a MAX 24a14' I"r _ZONE'S' LOAD ZONES FOR OXXO CONFIGURATION & ANCHORAGE LAYOUT USED IN EXAMPLE 1 I. la• C HT Design Pressure MirIVRa4: I Sea Sheol 2, T.M. 1 & 2 LtnmlfttmM:l See Sheol 2, TBMee 33,4 NOTES 1)SEE SHEET 1 FOR GLASS ANDANCHOR TYPEDESCRIPIION9. 1) DOCRS MAY BE LEFT OR RIOHT+V W DE D. 3)ANOIOROLIAN7TTIESARE BASED ON SPACING AS FOLLOWS IT MIN.O.G FOR CONCRETE. 4-MN. O.C. FOR CMUF JAMBS(ALLX 13-1/4•MAX FROM CORNERS AND 2}118' MAX O.C. HEAD & SLLLOF DOORS:6• MA%. fRON CONNER5,A MAX7 ASTRAGAL CENTERSANO20-D6-IMS: C. HEAD & SILLOF SDE LITES: C MAX FROM CORN ERS AND 243'4' 4)FOR SIMS NOT SHOWN. ROUND UP TO THENE AVAILABLESM. 5)FOR ANGNCRAGE INSTALLATION DETAILS SEE SHEETS 14 s+5. 6)CONFlGUMRONS WHERE THE DOOR AVAILABUIR UTSASIDEIREARE NOT AVAILABLE WRH REINFORCEMENT. 7)SIDE LITE OVERLAPS DOOR BY TV ONE ASSEMBLED. F)UMPIE: OXXOW DEX95 4PHI B, 713'4• WIDE X 9Sw4•HIGH DOUBLE DOOR ANH(2)3534' INTOC NCREM. ANCHOR TYPE 21 MO CONCRETE, ES GIN PRESSURE w34134 PSF, SEE EXAMPLE 4, SHEET2 MRDP EXAMPLE OlX3RANCNOfl REGUIREMENT6 FROM TABLE it 64ANCHORS17A DSIDELITEJAMB ANCHORSEACH D BOOR PANEL® HEAD 6 ANCHORS EACH BOOR PANEL®Sll 3 ANCHORSEACH SIDE LITE ®HEAD ] ANCHORSEACH SIDE LITE ®SILL OSEE CIAMEO VALUES ON TA9LE11. X =OENOTESANCHOR LOCATION. ]1DDucrSEv� b�.LbL WL•x�lkisw ARpPIf M 1-7-0 - O 1 uLL�tw� �2g,�y2 ro-s c.rnL FW SHEET COMBI e?e VwAIKO.SR ZONEEI.T1.U4 AoNnO ANCHOR TABLES -JR- Y � j a v 3 a 0 o N w 0 r O W o3 TO o Z Z_LLb � w W WUm U� n�y w oZm � O N 0 Ld O 0 ® O g O Eil ¢ _ w 7 O S, D 0 o o,l DOOR HEAD (WOOD) AGE DISTANCE DOORJAMB(WOOD) TABLEASHEETI EMBEDMENT . DOOR SILL (WOOD) E DOOR HEAD (CONC) ENB®� - I'MAXEHIN EDGE DISTANCE --ilill111�4 SEETASIE •NNtlIG+ A,GHEETt X WDDD BUCK More t DOOR JAMB (CONC) ISEETABLHFET1 -VP MAC. A SHEET 1 •. •" EN -•—�I- EDGE DISTANCE t DOOR SILL (GONG) M DOOR HEAD (ALUMINUM) GGECISTANCE DOOR JAMB (ALUMINUM) DOOR SILL (ALUMINUM) M 1. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. IxWOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 112' THICKOR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 2.IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT (3350 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, 300 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE. GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. EXTERIOR INTERIORI /// S. TYP. ANCHOR TYPE, EMBEDMENT & EDGE DISTANCE PER SUBSTRATE. SEE TABLE A, SHEET I.. (ALL HEAD & SILL SECTIONS) MGDUCfgxY{8p phb�MhbM1N Am�iu�rcfM 1%-D OI EM4�Dve.2 x4AN� CIMIFIED DETaLS, MGM >! a.DMIMIM.-JR-MWIT L SIDE LITE HEAD (WOOD) NEE SIDE LITE JAMB (WOOD) SIDE LITE SILL (WOOD) F�—EDGEDIMANCE 1�—EDGE 019TANCE EMBEDMENT I ASHEELE `A, SHEETt Ixw �w J--IWIWAXSHIM r. NOTE1 •• SEETABLE II im=1 A.GREETt 0. SHf£f 1 SIDE LITE HEAD (CONC) EMBEDMENT 1/6•AIA%SHIM SEETABLE EDGE DISTANCE A.SHEETI I . SIDE LITE HEAD (ALUMINUM) SEETABLE SIDE LITE JAMB (CONC) SIDE LITE JAMB (ALUMINUM) SIDE LITE SILL (CONC) GE SIDE LITE SILL (ALUMINUM) 1. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2-THICK.1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 112" THICKOR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJJ 2. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR 07HER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NONMETALLIC GROUT (3350 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, 309 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. aEXTERIOR INTERIOR 3. TYP. ANCHOR TYPE, EMBEDMENT & EDGE DISTANCE PER SUBSTRATE, SEE TABLE A. SHEET 1.. (ALL HEAD & SILL SECTIONS) 1PDDUC[fU2W.i� a.AbL.wuvinNr Cap4�rbM� na .s F) CLARI IW DETAILS.ADDED ALUMINUM. -JR-01/1W d Y G O v w 6 � O c�i z K � O� N N o ZU— ni V_go MC N .Ig (=D 12ZYt� 311l'I F" al! oim w a N 0 0: O W 0 iwVS ® n 0_ ~ Z 3 V w n a Z O 'on J Q UWOI