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Home My WebLink AboutPRODUCT APPROVALFlorida Building Code Onlin, Pagel of 3 R=60 �:...,r BUS HomeLogin I User Registration ) Hot Topics Submit Surcharge Stats&Facts ! publications I contain Us j BUS Sim Map I links' search� Flonda fA: zm Product Approval dopr �) USER: PublIc User SCAN BY ED ProEutt puoroval Meng > Product or Aoollratlon search > p II ion LIs > Application Detail `�. I ��' a isFL239-R25 V e Crnmt1/ Application Type Revision Code Version 2017 Application Status Aooroved •Approved by DBPR. Approvals by DBPR shall be reviewed and ratifies by the POC and/or Me Commission if necessary. Comments Amhlved Product Manufacturer PGr Indusbles Address/Phone/Email I" Technology Drive North Venice, FL 34 # 22318 druarkBipgtindustries.com Authorized Signature Jens Rosowski JrosoWski@Pgtindi stdes.wm Technical Representative Jens Rpsowskl Address/Phone/Emall 1070 Technology Drive Nokomis, FL 34275 (941) 485-0100 Ext 21140 Jrosowekl@pgtindustries.wm Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certif n 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 RECEIVED JUL 2 3 2018 Sr. LYGQ County, Parmitting Product Approval Method Method 1 Option A Date Submitted 121 FILF.w Date ValiPending 12/20/20llDate Pending FBC Approval Date Approved 12/25/201]�___z COPY http://www.floridabuilding.orgipr/pr app dtl.aspx?naram=wGEVXOwtDauSIBuRCAF.m.-. 701/201R Florida Building Code Onlin Page 2 of 3 Summary of Products FL p Model, Number or Name Description 239.1 ISH - 200 (Non -Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL239 R25 C CAC 17063002.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No a9/01/2021 Design pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance (NOA) for FL239 R25 11 17063002.ndf Product performance information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER size, and spacing Information. Created by Independent Third Parry: Evaluation Reports Created by Independent Third Party: 239.2 ISH - 600 (Non-ImPdct) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R25 C CAC 17063007.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/26/2021 Design Pressure: N/A Installation Instructions Other: Please see Mia - atle County NODce of Aoxpt Q for FL239 R25 II 17063007 oaf product performan or nfornation, anchorage details, and anchtyp Verified By: Miami -Dade BCCO - CER size, and spadng fprtnadon. Created by Independent Third Party: Evaluation Reports Created by Intlepentlent Third Party: 239.3 SH - 700 Large Missile Impact)Aluminum Single Hung Window Limits of Use N, Certification Agency Certificate Approved for use VHZ:Yes FL 706 008. f Approved for use outs d for unC uality Assurance Contr n Date Impact Yes 03/26/2021 Design pressure: N/A Instillation Instructions Other: Please see Miami-Datle County Notice of Acceptance INCf.,,FL239 R25 fl 1]063008.otl!product performance information, anchorage details, and anchoVedfied By: Miami -Dade BCCO - CE size, and spacing Information. Created by Indepentlen[ThI Created by Independent Third Party: 239.4 ISH -800 Large Missile Impact) Multi -Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL239 R25 C CAC 17063003.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Reslstan o Yes 05/03/2022 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance (NOA) for FL239 R25 II 17063003.pdf product performance Information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER size, and spadng information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Parry: 239.5 ISH - 800 (Small Missile Impact) Multi -Story Aluminum Single Hung Wintlow Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL239 R25 C CAC 17063004 off Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Data Impact Resistant: Yes 05/03/2022 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance (NOA) for FL239 R25 II 17063004 otlf product performance informaton, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER size, and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent ThIm Parry: 239.6 SH-5400 Non -Impact) Vinyl Single Hung Wintlow Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL239 R25 C CAC 17063006 otlf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/30/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance (NOA) for FL239 R25 II 17063006.odf product performance Information, anchorage details, and anchor type, Verified By: Miaml-Dade BCCO - CER size, and spacing Information. Created by Independent Third Parry: Evaluation Reports Created by Independent Third Parry: 239.7 SH-5500 (Large Missile Impact) Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL239 R25 C CAC 17063005.ndf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Daft Impact Resistant: Yes 07/30/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance (NOA) for FL239 R25 11 37063005.odP product performance infermaton, anchorage tletalls, and anchor type, Verified By: Miami -Dade BCCO - CER size, and spacing Information. Created by Independent Third Parry: Evaluation Reports Created by Independent Third Parry: Conrad U :: 2601 Blair Srone Road TallaM1dssee R 32399 Phone, 850-467-1824 The State of Flonds Is an AAmEO employer. Coovrioht 2007-1013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund statement Under Florda law, email addresses are public records. If you do not want your ¢-mall address releasea In response to a publl -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. if you have any questions, please contact 850.487.1395. *Pursuant W section 455.275(1), Florda Stalstes, effec October 1, 2012, licensees licensed under Chapter 455, F.S. must provide me Department with an email address If they have one. The email, provided may be used for official communication with the licensee. However man addresses are public recard. if you do not wish to supply a personal address, please provide the Department with an email address whim can be made available in the public. To determine If you are a licensed under Chapter 455, F.S., please dirk here . Product Approval Accepts: httD://www.floridabuildine.ore/ur/nr aun dtl.asDX?naram=wGFVXOwtDouSIBuRCAEm... 7/23/201R Florida Building Code Onlin Page 3 of 3 Iry SecuriryMevim Credi, Card Sefe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1Bu8CAEm... 7/23/2018 M CAM I•QADE MUM-DADE COUNTY Maw PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 3I5-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w .miamidade.eov/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 AX 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 desc ' d has been designed to comlythe Florida Building Code, including the High ocity Hurricane Zone: DESCRIPTION: Selies "SH-700" Aluminum Single Hung Window —L.M.L APPROVAL DOCiT14�--Draw;ng No 4040 20 titled "Alum -Single- i�Window, Impact', sheets 1 through 11 of 11, dated 09/01/05, with revision G dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P duct Control Revision stamp with the Notice of Acceptance n er and expiration date by the Miami -Dade County o ct Control Section. MISSILE IMPACT RA ING: Large and Small Missile Impact Resistant. LABELING: Each unit shal el with the ma name or Iogo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0714.06 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,-P.E. NOA No.17-0630.08 MiAM MADE COUNTY �nO�17 Expiration Date: March 26, 2021 ` Approval Date: November 30, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted tmderNOANo. 05-1018.01 and 07-0322.06) 2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact', sheets 1 through 11 of 11, dated 09/01/05, with revision G dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Durasealo spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11116/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idahnis Ortega, P.E. (Submitted under previous NOA No. 16-0714.06) 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 an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted underNOA No. 07-0322.06) 3. Test reports on: 1) Air Infiltration 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 an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and sealed by Edmundo Largaespada, P.E. (Submitted underNOA No. 07-0322.06) Manuel er P.E. Product Contro Ex iner NOA No. - 630.08 Expiration Date: March 26, 2021 Approval Date: November 30, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMTTTED B. TESTS (CONTINUED) 4. 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 aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, inc., Test Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01 5. 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 aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4649 and FTL-4723, dated 08/11/05 and 10/05/05 respectively, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 6. 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) SmalI 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 aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4647 and FTL-4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P.E_ (Submitted under NOA No. 05-1018.01) 7. Test reports on:. 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 ..2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4646 and FTL-4648, dated 08/10/05 and 08/11/05 respectively, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) an el er P.E. Product Contr 1 Exa finer NOA No. 7- 0.08 Expiration Date: March 26, 2021 Approval Date: November 30, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5 h Edition (2014) and FBC 61h Edition (2017), dated 06122/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/17/16, expiring on 05/21/21. 2. Notice of Acceptance 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 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition (2014) and FBC 61h Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Reports No. FTL-4957, FTL-4958 and FTL- 5063, issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-032Z06) 4. Laboratory compliance letter for Test Reports No. FTL-4646, FTL-4647, FTL- 4648, FTL-4649, FTL-4650, and FTL-4723, issued by Fenestration Testing Laboratory, Inc., dated 08/10105, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 5. Proposal No.16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No.16-0714.06) G. OTHERS 1. Notice of Acceptance No.16-0714.06, issued to PGT Industries, Inc. for their Series "SH-700" Aluminum Single Hung Window - L.M.I., approved on 08/18/16 and expiring on 03/26/21. / M cro, r zP.E. fV Product Co 1 er NOA0630.08 Expiration Date: March 26, 2021 Approval Date: November 30, 2017 E-3 7. G G9P710RS�T� I ETAILS ON SHEET 2) A W16' SISTING OF(2)UTES OF I/B' ANNEALED GLASS WITH A.090' KURARAY TROSIFOL' PVB(BY KURARAY AMERICA. INC.) ft .090'BAFLEX PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) B. 5116' LAMI CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS AND (1) LITE OF 1/8- HEAT STRENGTHENED GLASS WITH A MD' KURARAY TROSIFOL 'PVB (BY KURARAY AMERICA INC.) OR.090' SAFLEX° PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) C. 5/16' LAMI CONSISTING OF (2) LITES OF 118" HEAT STRENGTHENED GLASS WITH A .090'KURARAY TROSIFOL 'PVB (BY KURARAY AMERICA, INC.)OR.090"SAFLEX' PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) D. 7/18' LAMI CONSISTING OF (2) LITES OF 3116-ANNEALED GLASS WITH A.090-KURARAY TROSIFOL' PVB (BY KURARAY AMERICA, INC.) OR.090' SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) E. 711W LAMI CONSISTING OF (1) LITE OF 3116-ANNEALED GLASS AND (1) LITE OF 3/16- HEAT STRENGTHENED GLASS WITH A .090' KURARAY TROSIFOL "(BY KURARAY AMERICA, INC.) OR.090" SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) F. 711V LAMI CONSISTING OF (2) UTES OF 3/16- HEAT STRENGTHENED GLASS WITH A.090- KURARAY TROSIFOL OPVS (BY KURARAY AMERICA, INC.) OR.090- SAFLEX'PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) G. 13/18' LAMI IS: (1) LITE OF 1/8' TEMPERED GLASS, AN AIRSPACE AND W16' LAMI CONSISTING OF (2) LITES OF 118" ANNEALED GLASS WITH .ON' KURARAY TROSIFOL °PVB (BY KURARAY AMERICA, INC.) OR.090' SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) H. 13H8' LAMI IS: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND Ell0' IAMI CONSISTING OF (1) LITE OF 1B ANNEALED GLASS AND (1) LITE OFIM' HEAT STRENGTHENED GLASS WITH A.090' KURARAY TROSIFOL' PVB(BYKURARAYAMERICA INC.) OR.090' SAFLEX'PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) 1. 13r16' LAMI IS: (1) LITE OF 118' TEMPERED GLASS, AN AIR SPACE AND fill 6" LAMI CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS WrTHA.090-KILRARAYTROSIFUL(BYKURAFIAYAMERICA,INC.)ORMWEAFLEJP PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) J. 13H6' LAMI IS: (1) LITE OF 148" TEMPERED GLASS, AN AIRSPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3118' ANNEALED GLASS WITH A A90'KURARAYTROSIFOL PVB (BY KURARAY AMERICA INC.)OR.090'SAFLEX'PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) K. 13/16' LAMI IS: (1) LITE OF 1/8' TEMPERED GLASS, AN MR SPACE AND 7/16- LAMI CONSISTING OF (1) LITE OF 3/16-ANNEALED GLASS AND (1) LITE OF 3116' HEAT STRENGTHENED GLASS WITH A.09W KURARAY TROSIFOE PVB (BY KURARAY AMERICA. INC.) OR.090' SAFLEX'PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) L. 13/16' LAMI IS: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 7116" LAMI CONSISTING OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS WITH A.090' KURARAY TROSIF �PVB (BY KURARAY AMERICA, INC.) OR.09D' SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) M. 13me- tAM1 IG: (1) LITE OF 1/8' ANNEALED GLASS, AN AIR SPACE AND 5/16' LAMI CONSISTING OF (2) LITES OF 118' ANNEALED GLASS WITH A .090' KURARAY TROSIFOL °PVB (BY KURARAY AMERICA, INC.) OR.090' SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) 'OX' (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) CODES/STANDARDS USED: :2017 FLORIDA BUILDING CODE (FBC , 5TH EDMON 201d ROPIM BUILDING CODE (FBC). SIN EDMON :ASR1 E1000e4 �ANS9AF&PA MS-2018 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MPNUAL, ADM3016 -AI51510D12 -AISC 360.10 NOA DRAWING MAP SHEET GENERAL NOTES.............I GLAZING DETAILS ....... .....2 DESIGN PRESSURES .... ... 3 ELEVATIONS ..................... 4 VERT. SECTIONS ............. 6 HORIZ. SECTIONS ............ 5 PARTS LIST.......................6 EXTRUSIONS .................... 7 CORNER DETAIL .............. 7 ANCHORAGE .................... 8-11 Metetlel Mln. F, Min. F. Steel Screw 92 ksi 120 ksl Elw U tmOorM 155 ksi 177 ksi 410 SS Elw CreteFlexe 127.4 ksi 189.7 ksl 6063-75 Alummrn 16 last 22 k31 A36 Steel 36 ksl 56 ksl Gr. 33 Steel Stud 33 ksi 45 k5i 3. DESIGN PRESSURES: (SEE TABLES 1.3. SHEET 3) A. NEGATNE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 13G0. 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. 4. ANCHORAGE: THE 331/3'/o STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8THROUGH II FOR ANCHORAGE DETAILS, S. SHUTTERS ARE NOT REQUIRED. PRODUCTREViSFD cw\01YI+GwIN lbe Flat 8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ewWivg Ca4e A7z "Nv ( • D 4 re4 o- 7. REFERENCES: TEST REPORTS FTL4645, FTL-4646, FTL-0 7, FTL4648. FTL4649. FTL4650, FTL-4651, FTL4723, FTL4957, FTL4958 AND FTL-S=. ANSI/AF&PA NDS FOR WOOD CONSTRUCTION By MNm om Pro3ml C1/AAaq ALUMINUM DESIGN MANUAL \\\11111 `,X,�O IV.V 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. VGE 9. THIS PRODUCT HAS BEEN DESIGNED& TESTED TO COMPLY WITH THE REQUIREMENTS OFTHE FLORIDA BUILDING CODE, INCLUDINGTHE HIGH VELOCITY �- HURRICANE ZONE(HVHZ). _ *; Ne.58705 10. FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT, ONLY GLAZING OPTIONS WITH TEMPERED CAPE (G-L)ARE ALLOWED. N.YENISE. FL2,2m Vtntrw). nV7tJ �. \`S ••;••,•,,,;•-: G-,- Isdllmwwo 777 S/ONAL ENs`� JR 0&DBa7 G In3LATEDANcxoRAGE roFsc2m7 CERT.OF AM. a' ALUM. SINGLEHUNG WINDOW, IMPACT : 77u1nun\\` rrre : orar A. LYNN MILLER, P.E. ..Se O1�..... .. °t.,... ...-._"TMa'K ° aNIW /aiS 1 . 11 404820 G FL P.E.058705 12' NOM. GLASS BITE lr1' NOM. GLASS BITE Pait0 Desclpllon Material 71 Kommeding 4SG TPS Spacer System 72 Ouanea SuperSpacern%T vilh Hot Melt Butyl See this Sheet dr 73 Ouanes Dumseal Spacer Matedals 74 Cardinall0_ Edge Spacer F�ercncrvas I ea I nrs,ln, a: r,wr,�, oroo aoy," }.4..II-.-. 1AY ANNEALED OR HEAT STREN HENED GLASS W16' ANNEALED OR HEAT STRENGTHENED GLASS LAYER 090 PVB INTERLAYER OR HEAT STRE THENEOGLASS 3N8"ANNEALED ORHEAT STRENGTHENED GLASS 7116' LAMINATED 80,81 or "n� 7/16" LAMINATED GLASS 71-74 < EXTERIOR INTERIOR 1 r (ALL SECTIONS) IT R '- KURARAY TROSIFOL OM. la. PVB INTERLAYER BITE WGI BITE 0f SAFLE%'PVBINTERLAYERBY ZR�GLASS EASTMAN CHEMICAL COMPANY 70 1/6' ANNEALED OR HEAT STRENGTHENED GLASS 3116' ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER .090 PVB INTERLAYER IWANNFALED OR HEAT STRENGTHENED GLASS 3116- ANNEALED OR HEAT STRENGTHENED GLASS KODISPACE 4SG TPS 5116' LAMINATED 7116' LAMINATED AIRSPACE AIRSPACE 176'ANNEALED OR TEMPERED GLASS Its* TEMPERED GLASS 13116" NOM. 4�13116" NOM. \SS W/ 5/16" LAM! 86,87,88 Or 92 13116° LAMI IG GLASS W17/16" LAW 89,90 or 91 ALUMINUM HOT.MELT BUTYL REINFORCEMENT pmyis5 DESICCANTRLLARFA STRUCTURAL BIRriFNE SILICONE N19'NOM. SEAL b18'NOM FOAM YIB'NOM. SIUCONESEPL _ BUT LB DESICCANT OESICFI g{gINESS B� LL Kr. GLA55 EXT. GLASS SUPER Ta UP —AC ERONXT EM. INf.OLAss DURASEALO SPACER CERT.OF AUmJ3 Il -<A, DINT. GLASS XL EDGE T� "' SPACER 2 + 11 1 40400 NOTE: LAMI IS OUTBOARD LITES MAY BE UPGRADED TO 3116' WITH NO CHANGE IN DESIGN PRESSURE. 3RODOLTRBVISm IvivwaA 6x Flafda NO.56705 o:CQ 2'1 STA A. LYt FL 111 FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 83" 68" 1 TO" 1 72" 74" ABLE 1. 76" 48" A,B,M +60.0 �80.0 +00 -80.0 +80.0 - 0.0 +60.0 430.0 +80.0 -80.0 +80.0 -80.0 0.0 -80.0 B +80.0 60.0 +8D.0 4D.0 +80.0 -80..0 -0.0 40.0 +80.0 -80.0 +70 -79..0' +80.0 40.0 +80 40.0 +8D0 A0.0 +80.D -80.0 +78.8.78.8+77.3-77.362" + •75.6 53118" A,B,M +80,0 AD.0 .80 .0 +79.6 -79.6 +78.2 -78.2 +79 -740 UP TO 63118" ,A C,DEGIJKL .80.0 -80.0 +80.0 .80.0 +80.0 -80.0 +0.0 +D 0+80.080.010 08. STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 38318" 44" 60618" 1 63" 1 72" 74" TABLE 2. 76" 48" A,B,M .+80.0 -80.0 +80.0 -80.0 +8DD -60.0 1 +80.0 1 -80.0 1 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 60" A,B,M +80.0 -80,0 +80.0 -80.0-80.0 +79.9 -78.6 +70.0 -70.0 +70.0 -70,0 +70.0 -]0.0 12' A,D.M +80.0 i+BD.01-80.0 d0.0 +80.0 -B0.0 +80.0 A0.0 +]6.9 -]6.9 +70.0 -]0.0 *838 68.8 +67.6 -67.6 63118" A,B,M +80.0 -80.0 +80.0 -80.0 1 +8D.0 40.0 1 +750 -75.0 1 +68.0 I 418.0 +0.71 416.7 +65,5 +5.5 UP TOW 118" C.D,E.F.G,H,LAK,L +80.0 410.0 1 +80.0 1 410.0 1 +800 1 -BD.O 1 +70.0 -70.0 1 +70.0 -70.0 +70.0 -70.0 USTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION TABLE 'BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W/ SASH = 76" FLANGED AND 75" INTEGRAL FIN) WIDTH GLASS TYPE 171/8' 2211116" 283/16" 33314" 396f16' 4413/16" 50318" 6516%6. +80.0 410.0 +80.0 AO.D +80.0 -80.0 1 +80.0 1 -80.0 1 +70.0 1 .70.0 1 +70.0 1 -70.0 li +70.0 1 -70.0 1 +70.0 1 -70. 01:0TYPES:� MST REPORTS TABLE 4. A. 5/16- LAMI - 1/8"A„090,11VA) FTL4647, 4MB, 4723, 4957 5/18" lllI A,.0901/8"HS FTL4547, 4048 --l;lli C. 5/16' LA 'HS) FiL4647, 4648 D. 7116" LAMI - 3/1VA,.090, WIWA FTL4B45, 4885 E. 7/16- LAMI - (3/1G-A,.090, 3116-HS) FTL4645 F.7/16'LAMI- 16"HS,.090, 3116'HS) FTL4645 G. 13/16- LAMI IG-1/8" T, AIR SPACE, NIB" LAM]- 118"A,.W0,1/6-A) FTL4646, 4723 H. 13116" LAM[ IG J 1/8" T, AIR SPACE, 511W LAMI- 1/8'A,.090,1/8'HS FR4840 L 13116' LAMI IG i1/B- T. AIR SPACE, 5116' LAMI- 1/8'HS,.09D,1/8'HS FTL4648 J.13/16'LAMI IG-:'718"T,AIRSPACE, 711W LAMI-(3/16-A..090. VIVA) FTL46494650 K. 13H6" LAMI Ki-1/8' T, AIRSPACE, 7/16' LAMI-(311EA,.090 3/1WHS FTL4849, 4160, 49 L. 13116' LAM] IG -1/8" T, AIRSPACE. 7116" LAMI - (3116'HS,.09D. 3116' ) FTL4649, 4650 M. 1311V LAMI IG-1/B"A, AIR SPACE. 5116" LAMI -(1/8"A..090, 1/8"A FTL-SD63 HT. F O. HT. ETIN( W p• MINUS SASH HT. HT. IL MEETING RAIL .X.F___H m NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO SITIVE DESIGN PRESSURE OF+94.0 PEP OR LOWER AS HOWN IN THE TABLES. NEGATIVE DESIGN P. "+ ';��'i PRESSURES ARE UNEFFECTED. _ * No. 58705 . 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THEABOVE LiS Y� DEDUCTING I- FROM THE DTIP.TO-TP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 125/8'MINIMUM T03 4. GLASS TYPES C, G, H, AND I MAY BE USED IN SASH ONLY 5. REFER ITO ONS. OR OUANTITY TABLES 68 FOR ADOITIONAL OP forN.nvXcoWFLMV LIMITATIONS. H.veNiee, lm , DESIGN PRESSURES S reAu uo-lwo :,s/pNAL m..m. CMT.0FAUTH.MM ALUM. SINGLE HUNG WINDOW, IMPACT '11r IV 1111P JR 06�➢8HT 0 NO C/61NGES MS SHEET, � +.s a+em s A. LYNNWIILLER,P.E. m'°:L" .. °:�.... ... _aTM•*'�'E arrra4 NMI 3 - 11 1 404040 G FL P.E.V 587D5 0 53118' MAX FLANGED WIDTH 521/8• MA%. I.F. WIDTH 40 5/8' MAX. FIXED DLO (ALL) D� 75' MAK SEEOLD I.F. � j D—J HEII BHT SEE LL�7S' MAX T` !EE DLO TABLETE TA X (MAX.) L 4B v4• MA%. VENT OLO (AL DETAIL A , 111 B- 38 7/16 MAX. SASH — — 75' MAX. A A I.F. / O / HEI HT 76' MAX. FLANGED XE T NO 4 DETAIL B VIEW (STANDARD SASH) E-1 75' MAX I 75' MAX .F. I.F. HEI HT E� HEIGHT SEE DLO / TABUS O j 76' MAX. 76° MAX FLANGED FLANGED HT HEI HT LHEI 11 SEE DLO TABLE X 5110 I SASH SEE DLO TADLE x j SASH HEIGHT HEIGHT B DETAIL D DETAIL E VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8THROUGH 11 FOR ANCHORAGE INFORMATION, 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B S C) ARE BASED ON A THREE OVER TWO FORMAT. (G1)�IWD CERT.OF ABM fQ➢AD C� LF. HEI HT MAX. E�] L FANGED HEIIIHEIS E NO E 4 DETAIL C RADIUS TOP (STANDARD SASH) aRioD I NTS 14 + 11 v8u0ucT RSvrsFn S mn,gsv�e,4u msF1uWe xuamw�m N�of . 63D, D eynr✓uD�Lm. By Mixm' ade Ir a 1} i No.68�705 O. STn 'r' m G A2 i TE OF ''�S�ONAL fiNG, hrrnll H\\ A. LYNN MILLER, P.E G FL P.E.058705 I FIXED LITE DAYLIGHT OPENING OUTSIDE M VENT DAYUGHT OPENING it NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) 6' FROM EACH SIDE OF F INSIDE _ INSIDE -MAX VENT DAYLIGHT OPENING — =. OUTSIDE MAX FIXED LITE DAYLIGHT OPENING MAX WIDTH SECTION A -A INTEGRAL FIN (I.F.) FRAME SECTIONS INSIDE 47 2. 46 I HIGH SILL 2 30 LOW SI L %vj 49 HIGH SILL 48 LOW SILL HEAD 66 2.no I.F. FRAME{II p �''{I 53 ^�\�\I OUTSIDE 1 z.aw- LL) (HIGH SILL) SP (LOW SI �� SEE NOTE ABOVE 54 1 3 1 30 12 uLTRALIFT 69 ULTRALIFT �J ONLV 12 ONLY SECTION B-B ALTERNATE HIGH SILL (LOW SILL SHOWN) UAT.DFAa MM6 6NlW I Hal/ 1 5 • 11 1 4040-20 NOTE: BALANCE PARTS USED BASED ON SASH WEIGHT 9 10,11.15,16 A LYNNVILLER P.E. REM DWGx I I DESCRIPTION PGIN 1 4002A IFLANGE FRAME HEAD 612225 2 1155 08 X 1.00D QUAD PN. SMS 781 PDA 3 4003C FLANGE FRAME SILL(LOWSILL) 612226 5 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 6 4004 FLANGE FRAME JAMS 612227 7 4025 SASH STOP 612244 8 4025 SASH STOP (EGRESS)1.125 LONG 612244 9 4029 SPIRAL BALANCE, 318", 53", OR 11116' 10 1080 BALANCE COVER, 33'OR 518' 6BALCVR916 11 98 X.750 PH. PN. SMS 7834AA 12 BALANCE BOTTOM BRACKET 7BALTBKT 13 10851108E SASH TOP GUIDE 42504 15 98 X7 PHILLIPS FLAT HEAD S. STL 78XIFPAX 16 1080-1 BALANCE COVER, HA6' 6BALCVR670 17 4053 SASH STOP COVER 64053 18 4029-1 SASH BRACKET 7ULBRKT 19 98-32 X1/2"LG. PH. FH, TYPE F S. ST. 7832X72FPFX 21 4054C FOED MEETING RAIL M054C 23 4008C SASH TOP RAIL 64006 25 1235 WSTP.,.170 X 270 BACK, FIN SEAL 67S18G 29 1096 SWEEP LATCH 71096 27 1016 98 X.625 PH. FL. SMS 7858 28 4007 SASH BOTTOM RAIL(LOWSILL) 612230 30 122E IVYSTP., BULB VINYL 6TP249 31 400B SASH SIDE RAIL 612231 34 1268 SASH FACE GUIDE 425DI 35 1622 LAM SETTING BLOCK 3132"X25184"X 1" 71622K 36 1052 LAMI IG SETTING BLOCK I'X3WX 1116" 71052K 37 1224 VINYL GLAZ. BEAD BULB(THICK) 6TP247WK 38 1225 VINYL GLAZ. BEAD BULB (THIN) 6TP248K 41 4039B GLAZING BEAD. 5116 LAM GLASS. 84039E 42 4044B GLAZING BEAD, 511E LAM WGRILL KIT 644703 44 4222A GLAZING BEAD, 7116- LAM 64222 45 985C GLAZING BEAD, 7116" LAMI W/GRILL KIT 6985 46 4067 GLAZING BEAD, 13N6" LAM I.G 64067 47 4071A IFRAME. I.F. HEAD 64071 48 4072A FRAME. I.F. LOWSILL 64072 49 4073A FRAME, I.F. HIGH SILL 64073 50 4074B FRAME. I.F. JAMB 04074 52 4009 SILL LATCH EGRESS LOWSILL) 764009 53 1058 SPRING, SILL LATCH (EGRESS) 7SPRNG 54 2740 SILL LATCH (EGRESS) (HIGH SILL) 62740 55 1014 SCREEN FRAME(HOR. B VER.) 61014 Be 1530 SCREEN CORNER KEY WIRINGS 71630 57 1631 SCREEN CORNER KEYWMOUTRINGS 71631 Be 1073 SCREEN SPRING 7CASP 59 1624 SCREEN SPLINE-.135 DIA FOAM 61624K REM DWaIS DESCRIPTION PGDI 60 1635 SCREEN SPLINE-.135 DIA HARD 61635K 61 SCREEN CLOTH 61816 63 505 GLAZING CHANNEL(.688 X.500) 6533402 64 1161 86 X 1.000 PH. BUGLE TEK 708X1 67 GLAZING TAPE, 1 Me X IR-7/10 LAMI B2BM 510 68 4051A SASH BOTTOM RAIL (HIGH SILL) 64051 69 4050A FLANGE FRAME SILL (HIGH SILL) 64050 70 SILICONE, DOW791, 899, 995 OR GE 7700 80 A GLASS, 5/16-LA'JM. (13'A.090 PVS.118'A) 81 B. GLASS, WIS' LAM. Iff'A.090 PVS,1B"HS) 82 1C. GLASS. 5/16"LAM,(118'HS,.090 PVB,118'HS 83 D. GLASS, 7/16" LAM, (3116"A.080 PVB,3/16"A) 84 E. GLASS, 7116' LAM, 3/16"A.090 PVB,3/16'HS) 85 F. GLASS, 7/16'LAM].(3/I6"HS,.090 PVB,3/18'HS) 86 G. GLASS, 13116"LAMI IG; 1/8'T, AIR SPACE, 5/16" LAM,(1/8'A.090 FV9.1/87A) 87 H. GLASS, 13/16'LAM9 IG; 1/8'T, AIR SPACE, S/16' LAM,(I M-A.090 PV0,I WHS) BB I.GLASS, 13116'LAMI IG; 118i, AIR SPACE, 5116' LAM,(13'HS,.09D PVB,1/8'HS) 89 J. GLASS, 13/16-LAMI IG: 13'T,AIR SPACE,7N 6"LAM.3N6'A.09D PVB,3/16"A) 90 KGLASS, IWl6- LAM IS; 1187. AIR SPACE. 711E"LAMI, N6A.090 PV13,3116-HS 91 L. GLASS, 13116" LAMI la 1187, AIR SPACE, 7/16" LAMI, ISM 6'HS..090 PVB.3/1"S) 92 MGLASS, 13/16"LAM IG;1/8"A AIR SPACE, 5/16'LAM,(I tB'A.090 PVS,UB' �2.T�I 062 4 FRAME, I.F. HEAD 94071 A, 6083-T6 49 FRAME, I.F. HIGH SILL 94073A, 6063-T6 48 FRAME, I.F. LOW SILL 94072A, 6063-T6 2.374-----] 2. 1 MIL 062 .NOh1 THICKNESS 50 FRAME, I.F. JAMB 94074B. 6063-TB (USED AS RADIUS TOP HEAD) CERT.CFAIIIH, 2= II LI II I �' /L.V/n. pnvVLG %r$ Ila//vV vn rm m�vn¢� \ \� J—I LIgJ 8Nm1 iW6 a 71 � A MICEN,1� * : No. 58705 ni 57 0 O FLANGE FRAME HEAD #4002A, 6063-TB P1.749� 062 OibFLANGE004, 6063T5 FRAMEJAMB (USED AS RADIUS TOP HEAD) 21 I 1 Or .9ez 3 I 2AW A0 i 2.7e4---� , O FLANGE FRAME SILL (LOW) #4003C, 6063-T6 1 .062 A80 )--1.513-- 73B ND I--1.451--J T STOP O SASH STOP COVER OSASH 7 #4025. 6063-T5 17 #4053, 6063T5 {-- ---23� 2.326� 79I fj 18 1.707 .062 Afi2 I.F. FRAME 5 or 56 Or SEALANT ALONG ENTIRE JOINT 11 ,I.F. FRAME SEAGASKET 11 Illi I 1 0— ATTHEAD HEAD AND SILL V VIEW D-D VIEW E-E (1/1 8 VIEW HEAD 8 SILL. RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) _ _FRAME CORNER CONSTRUCTION 1.165 I�[ � .676 I 1.096 t5-(^•-{l�-T °62 1.3y149 GLAZING BEAD. 6116" 1 41 #40398. W63-T5 23 SASH TOP RAIL 28 SASH BOTTOM RAIL (LOW) #4006C. 6063HS-TB M007.6063-T5 050 66666t.676 -i-"iT O GLAZING BEAD 7/16" 94222.6063-T5 31 SASH SIDE RAIL #4008. 606&T5 12.784�I OFLANGE FRAME SILL (HIGH) 68 SASH BOTTOM RAIL (HIGH) 69 04050A, 6063-T6 44051A, 6063-TS .050 —k- 1.115-I•----�� 45 GLAZING BEAD. 7/16" #965C, 6063-T5 (USED W/ GRILL KIT) WELD ALONG SCREW BOSS (2) 678 OSO�i -T 1.096 42 GLAZING BEAD, 5/16" 940448, 6063T5 (USED W7 GRILL KIT) vRD➢L'Cr REVIs© uc dYSBmwtrs F'bride ft�11u�g n(gde �«, !7•t7b2o.DS I r �u/womo r?�21 .6883—II .0501I hr _ —1�1.O97 Nr rOr 46 GLAZINGBEAD, 1 /16" IG c ,"o LYNj M� *. N4.58705 - OERT.OFMRHMM II I I r{� I nr_�ry va.cr vnvs yr nvvry um w - w i LJ \ \�,JLjel r.rreu 7 m+aw G A. 6H7#n Hel/ 7 s if 4040,20 G ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLE 5. WI EIGHT SUBSTRATE: 1 28.503 1 34.603 1 40.603 46.603 52603 58.603 64.603 76.000 ANCHORTYPE: mpOpNZ ZmOppN� ZNg0gNZ Zn1OgNZ ZmONZ ZVIQpNZ zmag z zmogLz z I1DOWI WWIDTH GLASSN5 o'ONS z�ZNS �'QN5 f1'QN3 Q'�NS U`Uc' U'UN U'cOi TIDE C,D,E,F.,G, 1 1 1 H,4J,K,L 112 1;1 111 1!2 1.1 1!2 2!2 1,2 212 2I2 2�2 212 2i2 212 2[2 2 2 2i2 2�2 2i2 2;2 2j2 2i3 2T2 3;3 19.125 i 1 1 1 1 7 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1.2 1j1 1.1 1�2 1 1 112 2.2 1i2 2'2 2;2 2�2 25 2_2 2;2 212 2!2 2:2 2,2 2i2 2.2 2;2 2 3 2!2 313 G,D, F.G., 1 1 1 t 1 1 1 1 1 1 _... 1 �_. 1 1 1 1 1 1 1 1 1 1 1 1 1 .._. 1,2 _..._ 1t1 __�. 1 2 _ 112 _ 1'2 1r2:2 _ .__..... 2i2 ._._,. 2 2 2j3 _.r_ 2j2 2j2 _._ 2;3 ..__ 212 -2; 2:3 3!3 2{2 3r3 24.000— 1 1 1 1 1 1 1 1 1 1 Ag'M 1 2 tit 1!2 1r2 1'2 1;2 2�2 1�2 2 2�2 2�2 2r2 2;2 212 212 2�3 _1 2r2 2'2 213 2!2 2T3 313 2'2 313 1 1 1 1 1 t 1 1 1 2 1 1 2 1 1 2 t 1 H,I,J,KL tit i 2 212 2 3 t 2 2i2 213 1i2 2 3 213 212 2 3 2j3 212 2i3 3j3 2r2 3i3 3 4 3�2 3,3 314 3{3 414 32.000 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 t 1 t t 1 1 1 2T2 213 1'2 2I2 2!3 112 213 213 2;2 213 2�3 2F2 2,3 313 2 2 3I3 3'4 3'2 3.3 3i4 3i3 414 C,D,E,F,G, 1 1 1 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 H,I,J K,L 212 1._1 1;2 2 2 2 3 1 2 2�3 213 _1 2:2 _7_ 213 2 3 212 2�3 2'3 2'3 2i3 314 2 3 3!3 3'4 313 34 315 3j3 414 37.000 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 i 2 2 1 2 2 t 2 AgM .. 2i2 1:2 2:2 .. 2 3 . 1;•2 2j3 _...... 2i3 2;2 2�3 ._.,. 213 2.2 2i3 ;. ... 2;3 2,3 2;3 r.. 314 ... 23 3,3 3i4 ___.. 3.3 3,4 _.. 35 ........ 33 4j4 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40,000 H,I,J,K,L 2 2 1',2 212 213 72 2�3 2 3 2r2 2 3 2 3 213 213 2,4 2 3 3t3 3 4 2 3 3i4 3i5 313 3,4 4'5 3 3 414 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 AB j 2 2 1 2 2;2 2:3 2 2 213 2'3 212 23 2i3 213 2.3 2,4 2 3 3.3 3i4 23 314 315 3!3 314 4 5 313 4r4 IPSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44.000 H,I,J,K,L 2 2 2f2 2i2 2T3 212 2T3 2I3 2;2 3IS 2I4 2�3 3 3 3'4 2% 313 314 2T3 3'4 3;5 313 3.4 415 3A 415 2 2 2 2 2 213'4 2 2,..2 2 2 2 2 2 2 2 2 ABM 2212 ._. .. 2'2 .._.: 2j3 .. 2;2 2,32 T 3�3 214 2 3 ,. 313 _.. 314 2.3 .. 3j3 3 4 213 _.__.,2 314 3i5 3j3 3{4 4,5 3;4 4SPSF 79 79C,D,E,F,G, 2 2 2 2 2 22 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 48.000 H,4J,K,L 2 2 2 2 213 2'2 2 33 3j3 3j4 2 3 314 3'4 21.3 314 315 3(3 314 3 5 3;3 415 aT6 3,4 5AB,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 322-_32 2 2i2 2 2 2_3 2Q 2j33 3 3 3i4 213 3r4 314 213 _2 3j4 3�5 _2.2 313 314 315 313 415 4;6 3i4PSF 72 79 79 C,D,EFG 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 232332353125 H,I,J,K,L 2 2 2 2 2 2 2 3 2,2 2133 3.4 314 2 3 3 4 3;4 3 3 3,4 31 3 3 44 4,6 3 4 4.5 4j8 3 4 5 6 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 ' 2 2 ._,._..__.... 2 2 2 2 2 3 2'2 2;3 3'4 2 3 314 3'4 2 3 _ 3 4 ..... 3,4 3j3 _. 3.. ...._... 3!5 3j3 4.4 ...._ 4j5 .. 3 3 4'5 ...__._.._... 4!6 3i4 .. 4;5 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -174' ELCO ULTRACONS OR N12 SCREWS INTO METAL 2 -174' ELCO SS4 CRETE-FLEX 3-012 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS. HEAD -10 1Y2- MAX. FROM TOP CORNERS JAMBS -17 112' MAX. FROM TOP CORNERS lF MAX. FROM BOTTOM CORNERS 6MN(. BELOW MTG. RAIL SILL -ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1' LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZEBLOCKB OF THET TABLEWITHA BALD ITALICIZED VALUEUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE . WITHTHEOTHERWISE, IV OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. 6. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE REQUIREMENTS. TABLE KEY: MAX PSF (DP LIMITED) 118 HEAD 2 JAMB ABOVE 2 3 MTG. RAL JAMB BELOW 21 MTG. RAIL (FULL DP) HEAD _2 J m ABOVE 2 � 3 MTG. RAIL JAMB BELOW MTG. RAIL SEE TABLE t FOR FULL DP * NO.58705 r n cenT.wAule.rwea ALUM. SINGLE HUNG WINDOW,IMPACT A �I - N,1' JR 7 0 NO CH4NGE37HI53HEEi IL �,� r or.w „r A. Ld6mAM4AW.t i m.. es or. w m ror.,nsrvi.c 4M4p NIS 8 s 11 4848-20 6 FL P.E#58705 ANCHOR QUANTITIES FORSTANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. WINDOW HEIGHT SUBSTRATE: 29.655 37.155 44.655 52.155 59.055 67.155 74.655 76.000 ANCHOR TYPE. o w0 npNO $ U Z�ZnO O .o O�9N0 o 0 5 0 Z�ZnO o 0 ONONO U 0 5 o Z�ZnO U U Onp0 o o 5 U Z 0 U zn0 ONOn'O o o S U Z�Z�'(O o o ONQ`�O"ONp 0 o 5 U Z U o Zn0 U 5 o Z�Z�?O NO U U ONOn'O o o 5 2�Z U (J O U WINDOW WIDTH GLASS TYPE C,D,E,F,G H,I,J,K,L 1 1�1 1 1'1 1 1 1 1 22 1 2'1 1 2!2 1 2•.2 1 2i1 1 2 2 1 2.2 1 2 2 1 2T2 1 212 1 2.2 1 2T2 1 212 1 2 2 1 2 2 1 3�2 1 2�2 1 3!2 1 3i2 1 2,2 1 3.2 19.125 1 1!1 i 111 1 111 1 212 1 21 1 2 2 1 212 1 2N 1 22 1 212 1 212 1 212 1 2'2 1 2 2 i 212 1 2 2 1 2 2 1 2 2 1 312 1 2(2 1 3i2 1 3�.2 1 ti2 1 3 2 PSF 79 24.000 D.D,E,F,G, H,I,J,K,L 1 1 1 1 1(1 1 1 1 1 212 1 111 1 2i2 1 2 2 1 2i2 1 2 2 1 2T2 1 2T2 1 2 2 2,2 212 3 2 it 2 2 3 2 3�2 212 3i2 3?2 212 3�2 A,B,M 1 1 1 1 1'1 1 111 1 2I2 1 1(1 1 2 2 1 212 1 2i2 1 21'2 1 212 1 2 2 1 212 1 2i2 1 2T2 1 3 2 1 3T2 1 2 2 1 3 2 1 3I2 1 2 2 1 3;2 1 3i2 1 2F 1 3 2 PSF 68 77 32.000 C,D,E,F,G, H,I,J,K,L 1 1 1 1 .,__ 1'1 1 1 1 7 _ _. 212 1 2,.2 _1 2'2 1 _.�_. 2 3 1 2t2 1 .,- 2.2 2 _.... 3'3 1 2 2 _ 1 _ 3 3 2 ___ 313 1 . 3.2 1 ... 3,3 1 __ 3i3 _. 1 2.2 1 `_. 3,3 1 ... 43 1 3�2 1 _.,._ 413 1 _.._ 4!3 1 _ ... 3'2 _ 1 4 3 a,B,M 1 1 1 1 T'1 1 1 1 1 2T2 1 212 1 212 _1 213 1 212 1 22 2 313 1 212 1 3i3 2 3 3 1 3i2 1 3'3 1 3 3 1 22 1 313 1 4i3 1 312 1 4i3 1 4.3 1 3i2 1 413 PSF 59 67 79 C,D,EF,G, 1 1 1 2 1 1 2 ._..- 1 _... 2 �. 2 ... _ _.. 1 2 2 .._ _ 1 2 _ 1... 2 _.-.. 1 _ 2 2 1 _ .. 2 1 2 ...... 1 2 -43 _. _. _ _ ...... A,B,M 1 1 1 1 1;1 1 1 1 2 2 2 1 212 1 2'2 2 2i3 1 2!2 2 213 2 313 1 212 2 3�3 2 3'- 13 1 3�3 2 �1 - 4,3 2 33 i 1 .. 3!2 2 � 1-3 3i3 _. 2 418 1 - ._ 3�2 2 _r. 413 2 ~�� 414 1 - - 3�2 2 :-j_ 413 PSF 54 79 62 79 40.000 C,D,E,F,G, H,I,J.K,L 2 1 1 2 1 1 2 1 1 2 2 2 2 2i2 2 2r2 2 213 2 2�2 2 33 2 3!3 2 2;2 2 313 2 4 9 2 313 2 413 2 3T3 2 23 2 4'3 2 4'4 2 313 2 4�3 2 414 2 313 2 5!3 ' 2 1 1 2 1 1 2 1 1 2 2 2 2 212 2 2 2 2 213 2 2'2 2 313 2 3:3 2 2T2 2 . 1-.___ 3 3 2 4!3 2 . T 3 3 2 _ . 4.3 2 3:3 2 313 2 4'3 2 4�4 2 3'3 2 4;3 2 4.4 2 3.3 2 5!3 PSF 49 78 56 78 78 44.000 C,D.E,F,G, H•IJ,K,L 2 1 1 2 i 1 2 1 7 2 2 2 2 22 2 2 2 2 313 _2 2i2 2 3I3 2 3;4 2 2 3 2 3�3 2 414 2 313 2 4,3 2 4(4 2 3T3 2 4i3 2 4i4 2 313 2 4!3 2 4!4 _2 3!3 2 5�4 2 1 1 2 1 1 2 1 1 2 2 2 2 2 2 2 2 2 2 3�3 2 2'2 2 313 2 314 2 2r3 2 3!3 _2 4i434A 2 2 2 2 313 2 4i3 2 4'434i3'14PSF 2 2N16�33 2A,B,M 45 74 51 74 79 79C,D,E,F,G, H,I,J.K,L 2 1 1 2 1 1 2 1 12 22 2 212 2 2 2 2 3 3 2 2T2 2 3 3 2 3'4 2 3I3 2 3,3 3 4,4 2 3 2 4 4 2 4,4 2 33 2 4 4 3 414 2 413 221 5'45'4A,B,M 2 2 2 2 2 2212 2 2 2 2 2 3 3 2 2�2 2 3;3 2 3.4 2 313 2 3(3 3 4'4 2 3 3 22 4 4 44 2 3 3 2 4,4 448.000 3 2 4T3 224 5,45 4PSF 41 67 46 67 78 79C,o,E,F,G, H,I,J,K,L 2 1 1 2 1 1 2 1 1 2 2 2 2 2'2 2 2 2 3 3 3 2 39 2 3'3 3 44 2 313 3 4i4 3 4'4 2 3'3 3 4'4 3 4'4 2 3.3 3 414 3 515 2 4�3 3353.125 5 4542 A,B,M 111111222 2 2 2 2 2 2 22 3 33 2 33&34:43T34144!433444.4334.45!44C35r45144354 2 3 2 3 3 2 3 3 223 233 (B11)�BP16N CERT.CFAUW.Jl=lll slam I NTS 1 9 • 11 1, ANCHORTYPES: 1-1/4'ELCOOLTRACONSOR#12 SCREWS INTO METAL 2-1/4' ELCO SS4 CRETE-FLEX 3- 912 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD -1812' MAX. FROM TOP CORNERS JAMBS -1712' MAX. FROM TOP CORNERS 19 MAX. FROM BOTTOM CORNERS B' MAX. BELOW MTG. RAIL SILL -ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1' LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. 6. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE REQUIREMENTS. TABLE KEY NIWL R CDP LIMITED) 11 HEAD JANIS ABOVE 3 NITG. RAIL JANE BELOW MTG. RAIL FULL DP HEAD JAMB ABOVE 2 MTG. RAIL JAMB BELOW NITG. RAIL SEE TABLE 2 FOR FULL DP NDARD VIEW 7W, IMPACT 4040-2D Q' N0.58705 9:K IT-.40 i�iTn. �(ORIOA,.•de�� FL ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD & JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLET. I WINDOW HEIGHT MNUS SASH HEIGHT FROMTABLE 8. SUBSTRATE: I 17.125 22.668 28.211 33.754 39.296 44.839 50.382 55.925 ANCHOR TYPE: ❑ NO"O—ONOOg"O—ONgO`VO-ONO"z—zmOpp"O^ONO"O-Oo1O�O_z-g0g"O_0 1 3 U O 0 0 ❑ S 0 O 0 0 ❑ $ 0 0 O V ❑ 0 0 0 0 ❑ 5 O 0 0 0 ❑ Q 0 0 0 ❑ 3 0 O 0 0 0 S O 0 v 0 WINDOW WIDTH GLASS TYPE 19.125 O,E,F,J, K,L 1 '� {� 1 1 1 1 1 2 1 2 1 2 t 2 t 2 1 2 t 2 1 2 1 .__ 2 1 2 1 2 1 . 2 1 . 3 1 2 1 3 1 3 1 2 1 .. 3 t ._ 3 -. 1 3 1 .... .. 3 24.000 D,E K.F.J.,L 1 j-j 1 1 -j_2-2-2-2._.2_ 1 2 -2--2 1. 3 3 _ 2 1 3 1 .._ 3 1 2 1 __.__._.. 3 1 3 1 3 1 3 1 3 1 _...__._. 3 1 4 32000 D,E,F„. K.L 1 j t ..-.. j 1 ._. 1 1 .._... 2 .. 1 2 1 ___, 2 2 __.._.. 3 1 2 1 __ 3 2 .__._.. 3 1 3 1 3 1 3 1 2 1 3 __.... 4 3 _.. 4 4 3 4 5 3 1 5 PSF 79 37.000 D,E,F,J, K,L 1 j 7 j 1 2 *2 1 2 2 2 8. 1 2 2 -3 2 3 t 3 .. 2 4 2 3 1 3 2 3 2 4 1 _ 3 2 4 2 _2 4 -. 1 4 _. F. 5 2 5 1 4 2 ... 6 2 PS 79 79 79 79 40.000 D,E,F,J, K,Lt 2 2 1 2 1 2 2 2 2 2 2 3-„3... 2 2 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 5 2 4 2 ...4 2 5 2 5 2 4 2 8 2 3 PSF 79 76 79 77 70 1 1 79 79 44.000 D,E,F,J, K,L 2 2 .;. 2 2 2 2 2 2 3- 2 3 2 44 2 2 4 2 4 2 3 2 5 2 4 2 3 2 5 2 5 2 4 2 -5 2 5 2 4 2 8 1 t 2_2.._ 2 ] PSF 78 79 70 79 79 71 79 73 76 4BBD0 D.E.F,J, K,L - 2 2 2 2 2 2 2 2 2 3 Al 2 4 2 2 5 2 4 2 5 3 5 2 4 2 8 3 5 2 4 2 8 3 6 2 6 2 8 1 t 1 2 2 2 3 3 3 4 PSF 71 79 63 71 79 64 74 66 77 69 69 53.125 D,E,F,J, K,L 2 2 2 2 2 2 3 2 3 2 3 3 4 2 4 3 3 5 2 4 3 6 3 6 2 -5 3 3 e 2 5 3 7 3 6 2 5 3 7 1 1 1 2 2 2 3 4 6 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT SUBSTRATE. 12.776 1 15.776 18.776 21.776 24.776 27.776 30.776 31.106 ANCHOR TYPE.. O of 0 0 Z 0 Z ❑ PlO" 0 2'. 8 0 8"s° 0 0 8`8" a 0 0 0 ,y 8 8-g 0 0 „�2�2C) 8 0 8"g 0 O"Z�"2 0 8 0 8"�S ❑ 0 8 O Zm 8"g 0 0,,,2� UU 8 0 2 8 wwoow WIDTH 19.125 1 1 1 2 1 1 1 2 2 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 24.000 2 1 1 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32000 2 1 2 2 2 1 2 3 2 2 3 2 1 3 3 2 3 3 2 1 3 4 1 2 3 4 2 3 79 37.000 2 1 2 2 2 1 2 3 1 2 13 3 2 3 3 3 3 3 3 3 4 3 3 4 3 1 4 74 40.ODO 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 4 4 3 4 68 78 44.ODO 2 2 2 2 2 2 3 2 3 3 3 3 4 3 3 4 3 4 5 3 4 5 3 4 72 79 48.000 2 2 2 2 2 2 3 2 3 4 3 3 4 3 4 4 3 4 5 3 4 5 3 4 73 5B 66 72 53.t25 2 2 2 2 2 2 ] 3 3 4 3 4 4 3 4 5 3 4 5 3 5 5 T 3 5 1. ANCHORTYPES: 1-1/4'ELCOULTRACONSOR612 SCREWS INTO METAL 2 -1/4' ELCO SS4 CRETE-FLEX 3-012SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS: 0-1 1 2' MAX FROM CORNERS JAMBS -1712' MAX. FROM TOP CORNERS 11 12' MAX ABOVE THE MEETING RAIL W MAX BELOW MTG. RAIL 1S' MAX FROM BOTTOM CORNERS SILL -ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR OUANTITIES FOR CUSTOM VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 12 518' MIN. TO 38' MAX. 5. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1-LESS. B. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENTTABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. 7. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE REDS. TABLE 7. KEY: MAX. PSF SEE TABLE 3 FOR (DP LIMITED) 112 FULL DP HEAD 2 JAMB ABOVE 2 MTG. RAIL (FULL DPI HEAD[ 2 JAMB ABOVE 4 MTG. RAIL TABLE 8. KEY: MA)L PSF (DP LIM TED) 112 JAMB BELOW 2 MTG. RAIL FU( LL DP) JAe1�1,IOENSF JAMB BELOW 2 MTG. HAL = * i No. 58W5 SEE TABLE 3 FOR ; FULL DP x. VENICE. FL Ml ANCHORAGE SPACING, CUSTOM VIEWO&WI ems . cexr.oly nuTiK.Laae7�2r ALUM. SINGLE HUNG WINDOW IMPACT L ..' JAL1E�G�`. M I17 G NG GNNGE9 THIS SHEEf. m,yr ie. ALYNN MILC�H,PE. munu_1^= a arnw NTS 10 • 1} 404020 G FL REA 59705 aEXTERIOR INTERIOR NOTES: 1�/d•MIN. EDGE WOOD ANCHOR 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY. USE ONLY MIAMI-DADE COUNTY (ULTRACON ANCHOR) (ALL HEAD AND SILL DETAILS) (SEE NOTE 2 & 3) APPROVED 1/4' ELCO ULTRACONS OR 1W SSa CRETE-FLEX. MINIMUM DISTANCE FROM 2-1/2- MIN. EDGE CRETEANCHOR ANCHOR TO CONCRETE EDGE IS 13/4'FOR ULTRACONS INTO CONC.,2-1Q•E.D. FOR (CRETEFLEX ANCHOR) (SEE OTE1&3) 2x WOODBUCK ULTRACONS AND CRETEFLEX INTO CMU AND CRETEFLEX INTO CONIC. (SEE NOTE 3) I'MIN. EDGE 2. FOR WOOD APPLICATIONS IN MIAMI-DARE COUNTY, USE 012 STEEL SCREWS (G5), I 1/4' SS4 CRETE-FLEX FOR DETAILS B & D OR 0.131'0 x 2-1Q' COMMON NAILS (F7667 NL CM 3.35 KSI MIN. CONCRETE 5-07 Z (Bd)) 6d PENNY SS ZINC COATED COMMON NAILS, TYPE I, STYLE 10--FIN MOUNTED 13/4• MIN. ONLY (SEE DETAILS E. F AND G THIS SHEET) 1 3/8" 3. WOOD BUCKS DEPICTED IN THE SECTIONS ONTHIS PAGE AS ix ARE BUCKS WHOSE OPTIONAL K o MIN TOTALTHICKNESS IS LESS THAN 1 1/2'. Ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE WOOD SUCK INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE (SEE NOTE 3) �- 11/2'THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE 114' 1/4• ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. MAX. z 4. FOR ATTACHMENT TO ALUMINUM, THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF SHIM SHIM 6063-TS AND A MINIMUM OF I/8• THICK FOR ATTACHME NT TO STEEL OR STEEL STUDS, DETAILA DETAIL THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 33 KSI AND A MINIMUM OF.045' THICK. THE METAL STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL TYPICAL FLANGED HEAD ANCHORAGE SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x iJ/4• MIN. EDGE (ULTRACON INTO CONIC.) WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET METAL SCREW WITH FULL 1-1 M•MIN. EDGE (CMU) 2-iR"MIN.EDGE (ULTJCRETEFLEX INTO CMU& CRETEFLEX INTO CONC.) ENGAGEMENT INTO THE METAL. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN 13/4' MIN. EDGE (CONIC.) PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. 1/4'MAX. SHIM ,.I 13M' S. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. MIN. 6. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE#12 TRIMFIT HEADS. 1/4' MAX. SHIM 444��------ 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO _ -�{ —� CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CONCRETE ANCHOR, D 1'MIN.EW�DANCHO FLORIDA BUILDING CODE. FH BELOW MEETING RAIL. (SEE NOTE 2) ....., „- 24/'L' 3.35 KSI MIN. CONCRETE RAIL. (SEE NOTE 2) OR 1.5 KSI MIN. CMUINTERIOR 4 rix (ALL JAMB DETAILS) K OPTIONAL WITH SOLID CONCRETE OR EXTERIOR CMU SUBSTRATE (SEE NOTE 3) DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE n 1/4- +I I--Sm• MIN. EDGE Ij FRAME FRAME va" MAX _SHIM .131'DIA. MIN. -_ ----- .. ____ mmn,plyi�gwiO Nx FlRxiaa x 2 1/2" NAIL, 6�lame ca 2-112•EM EDMENT AT CORNERS A. N° —0 O.O$ 131' DIA. MIN. AND 5' O.C. " 7D21 x 2112• NAIL, W0O0 FRAME By AT CORNERS 7Y ade6roduC AND 5' O.C. 5/8' MIN. EDGE R 11 I I R r I R .n2112A. MIN. Va• x21/2'NAIL. l ;�.AON........... ., MAX AT CORNERS �` UCENS, SHIM AND 5"O.C. 2-1/2°EMBEDMENT DETAIL F. (HEAD) DETAIL E, (JAMB) DETAIL G, (SILL) * NO.58705 ; TYPICAL INTEGRAL FIN ANCHORAGE —•D ` --]/ OF 'OTECNNOANCHORAGE DETAILS IOGYORM N.is+Nia� s AN N4040OroMAT1:HNeW017FBCANCHORAGE GENT. or AulN.aslse ALUM. SINGLE HUNG WINDOW, IMPACT — 'YYYDI1NgL1`E,R n m�a.r A LVNN),IILL�'RP.E. Sumo NTS 11 > 11 -2G G FL P.E.# 58705 W7 u.wmxesxm Florida Building Code Onlirr Page 1 of 3 BCIS Home I Login I User Registratlon I Hot Toples I Submt Surcharge ! StatsaFacts Publkations I ContactUs j BCIS Site Map Delos I Search porida�� rr� �: i Product Approval % USER: Public User 1pp 8 �.iagttin Product Approval Menu > PmEUR or Aool 2tloa Search > FL # Application Type Code Version AppOcabon Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Emall Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and year (of Standard) Equivalence of Product Standards Cerufled By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL243-R20 Revision 201] Approved Z)LHNNED St. Luce Countv Approvals by DBPR shall be reviewed and rats ied by the POC on if necessary. PGT IndYSVIQs 30]0 Technology ive North Venice, 4215 941) 48 0 El 22318 re r pgVnd.stri. ban )ens Rosowskl Jrosowski@p9Undustrieecom ]ens Rosowskl 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 21140 Jrosowski@pgtindusVles.com 01=on k or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard year TAS 201, 202, 203 1994 RECEIVED JUL 2 B 2018 ST. Wei& County, PQrMIRIng Method 1 Option A 12/OB/2017 FIBM12/20/2017 Vw, ®pop12/251201] (•t!1Y http://www.floridabuilding.org/pr/pr app_ dtl.aspx?param=wGEVXQwtDqu3mwFvZ35V... 7/23/2018 Florida Building Code Onlin = Page 2 of 3 Summary of Products FLO Model, Number or Name Description 243.1 CA-640 Nxed Non -Impact Aluminum Fixed Window used with CAsement/Awnln9 Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL243 R20 C CAC I7061413.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/11/2023 Design Pressure: N/A Installation Instructions Other: Please see the MlamFDade County Notice of Acceptance INCA) FL243 R20 It 17061413.otlf for product performance information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER size, and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.2 CA-74D Fixed (Large Missile Impact) Aluminum Fixed Window used with Casement/Awning Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL243 R20 C CAC 1]061415.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/11/2023 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of Acceptence (NOA) FL243 R20 II 17061415.odf for product performance information, anchorage detalls, and anchor type, Verified By: Miami -Dade BCCO - CER size, and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Parry: 243.3 IPW -220 Non -Impact) Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R20 C CAC 1706140S.Rof Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Data Impact Resistant No 08/18/2021 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of Acceptance (NOA) FL243 R20 11 17061405.pdf for product performance Information, anchorage details, and anchor type, Verified By: Miaml-Dade BCCO - CER size, and spacing Information. Created by Independent Third Parry: Evaluation Reports Created by Independent Third Party: 243.4 IPW - 620 (Non -Impact) Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL243 R20 C CAC 17061410.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant No 02/19/2019 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of Acceptance (NOA) FL243 R20 II 17061410.0 for product performance Informal orage an r type, Vented By: Miami -Dade BCCO - CER size, and spacing Informati Created by Independent Third Parry: Evaluation Reports Createtl b Inde endenCTlrimi Parry: 243.5 1 JPW - 720 (Large Missile Impact) Aluminum Fixed Window Limits of Use Certification AgencyCertificate Approved for use In HZ: Yes 17061411,f Approved for use outs) Z: Yes trarct Expr Ion Data Impact Resistant: Yes 02(19/2019 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of Acceptance OA) FL243 R20 11 17061411.otl! for product performance information, anchorage details, and anchor e, Verified By: Miami-Datle BCCO - slze, and spacing information. r Party: Evaluation Reports Created by Independent Third Parry: 243.6 PW - 820 Large Missile Impact) - Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R20 C CAC 17061411.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/19/2019 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of Acceptance INCA) FL243 R20 11 17061411.odf for product performance Information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER size, and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Parry: 243.7 PW-5420 (Non -Ira act) Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL243 R20 C CAC 17061408.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant No 04/30/2020 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of Acceptance INCA) FL243 R20 11 17061408.odf for product performance Information, anchorage detalls, and anchor type, Verified By: Miami -Dade SCCO - CER size, and spacing infommation. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.8 PW-5440 (Non -Impact) Vinyl Fixed Window used with Casement/Awning Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes _ FL243 R20 C CAC 17061407.odf _ _ _ 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 Acceptance (NOA) FL243 R20 It 17061407.od/ for product performance Information, anchorage details, and anchor type, Verified By: Mlaml-Dade BCCO - CER size, and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Parry: 243.9 PW-5520 (Lame Missile Impact) Vin Fixed Window Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL243 R20 C CAC 17061409.o4f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant- Yes 04/30/2020 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu3mwFvZ35 V... 7/23/2018 Florida Building Code Onlin,- Page 3 of 3 Design Pressure: N/A Installation Instructions Other: Please seethe Miami-DadeCounty Notice of Acceptance (NOA) FL243 R20 II 17061409.0 for product performance Information, anchorage details, and anchor type, VertOetl By: Miami -Dade BCCO - CER size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.10 PW-5540 (Large Missile Impact) Vmn I Fixed Window used with Casement/Awning Limps of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL243 R20 C CAC 1]061406.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Explration Data Impact Resistant: Yes 09/24/2020 Design Pressure: N/A Installation Instructions Other: Please see the Mloml-Datle County Notice of Acceptance (NOA) FL243 R20 II 17061406.pd! for product performance Information, anchorage details, and anchor type, VEnfed By: Miami -Dade BCCO - CER size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Contact Us :: 2601 Blab Stone Road. Tallahassee FL 32399 Phone: 850-482-1824 The State of Florida Is an WEED employer. Counialn 2002-2013 State of Florida.:: Prlvacv Statement :: Accessibi itv Statement :: Relun l Statement Under Florida law, mail addresses are public recaNs. If you do not want your ¢-mall address released In response to a publlcrecards request, do not send electronic mail to this entity. Instead, Contact the office by phone or by traditional mall. If you have any questions, please rontdtt 650.482.1395. *Pursuant to Section 455.225(1), FlDrlda Statutes, effective October 1.2012, licensees licensed under Chapter 455, RS. must provide the Department with an email address If May have one The emalls provided may be used for official communication with the licensee. However email addresses are public users. If you do not wish to supply a personal address, please pmvlde the Department with an email address which can be made available to me public. To determine If you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: R ff� No El 12 Io SecurbyMevics Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu3mwFvZ35 V... 7/23/2018 M IAMMADE MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.sov/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 AHD 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 describe rein, and has been designed to comply with the Florida Building Code, including the High Velocity urric e Zone. DESCRIPTION: Series "PW-7 1/720 0" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision C dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and ex ' ation date by the '-Dade County Product Control Section. NRSSEIE IMPACT RAT G: Large and Small Missile Impact Resistant LABELING: Each unit sh ermanent label with the ter's name or logo, city, state, modellseries, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. ___Thus NOA revises NOA# 16-0629.14 and consists of this page 1 and evidence pages E-1, E-2 and E3, as well as approval document mentioned above. --- The submitted documentation was reviewed by Jorge M. Plasencia, P.E. MIAMFDAUECWNTY � NOANo.17-0614.11 � 0� f Expiration Date: February 19, 2019 Approval Date: October 12, 2017 Page I PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 03-1105.01) 2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision C dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseato spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted underprevwus NOA No.16-0629.14) 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, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.13-0502.03) 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 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 034105.01) orge M. Plasencia, PT. - Product Control Unit Supervisor NOA No. 17-0614.11 Expiration Date: February 19, 2019 Approval Date: October 12, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5'h Edition (2014) and FBC-61' Edition (2017), dated 09/15/17, 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. Notice of Acceptance 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 07/08/19. 2. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. for their "SentryGIas® (Clear and White) Glass Interlayer" dated 06/25/15, expiring on 07/04/18. 3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property —Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/ in. Jorge M. Plasencia, P.E. P uct Control Unit Supervisor NOA No. 17-0614.11 Expiration Date: February 19,2019 Approval Date: October 12, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-5' Edition (2014) and FBC-6" Edition (2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/09/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, 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. 5. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted underprevious NOA No. 13-0502.03) 6. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 16-0629.14; issued to PGT Industries for their Series "PW- 701/720/820" Aluminum Fixed Window — L.M.I." approved on 08/04/16 and expiring on 02/19/19. Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 17-0614.11 Expiration Date: February 19, 2019 Approval Date: October 12, 2017 E-3 1)THIS PRODUCT HAS BEEN DESIGNED &TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING WOE. INCLUDINGTHE HIGH VELOCITY HURRICANEIONE OM14 4B' TIP WIDTH W 2) SHUTTERS ARE NOT REIN WED WHEN USED W WIND-BORNE DEBRIS REGIONS. FORINSULATED GLASS IK ALLATONS ABOVE WINTHE UGK 4T B1JCK 44-114'VISISLE HVH2.THE OUTBOARD LITE (CAP) MUSTTEMPEREO. UGHT WIDTH ])FOR WSONRTAPPLK:ATONS IN MMMI-GOOF COUNTY USEONLY B, SHEETS WAMLDADECOUNTYAPPROVX M45ONRYANCH0RS.MATERIALS USED FORANCHOR EVALUATIONS WERE SOUTHERN PINE, /STINT C60 CONCRETE MASONRY UNITS AND CONCRETE WIM MIN KS PER ANCHOR TYPE T0 CONSIDERS alAu_wQDO BUCKS lE59 THAN t-1G'THICKPAEbE � R I A SHE ARE1.1( THICKORGREATER.IXAN02XBUCKS (WHENU9E0)L— I L J—_ BE DESIGNED TO PROPERLYTRANSFER LOADS TO THESTRVL g1.1 p• WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITYSHIDPE 1 VISIBLE 12. MM OF THE ENGINEER, (SON) OR ARCHfTECT OF RECORD.(AOR) O.C. LIGHT O.C. E) ANCHOR EMBEDMENT TO BASE MAI F"ALSHALL BE BEYOND WALL / HEIGHT �- 0 DRESSING Oft STUCCO. USE ANCHORS OF SUFFICIENT EMEEOMEM. TIP -_ 'E NAMOW JOINT SEALANT IS MEO ON ALL FOUR CORNERS OF THE TI FRAME WSTALWTIONANCHORS SHOULDBESE%, VERALL MEG SEPMNG4'LASHING STRATEGY FOR WATER RESISTXM" _ INSTPIIATION SHALL BE DONE BV OTHEM MO ISBEYONDWESCOPE - OFTHESEINSTRUCTIONS. I 6)MAX1f4•SHIMSAREREQUIRED LOCATION WMERE EEACHANCHOR NOTFLUSH TOTHE SUBSTRATE USE SHINGCJIPABLE I S. LETS OFWANSPERIS OFSUFRCIMINOAPPLIEDLOOMSI OODBUCKS,BYOMFAS. MUBT BEBUEFlCIENRY ANCHOREOT0 RESIST LQADS IAIP0SED CNTHEM BY fi'MAX SHEETS THEWINDOW. -F�12'M1WX.0.0 .._ PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1000. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTLI CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PERASTMEI300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, MD. 8)THE ANCHORAGE METHODS SHOWN WIRE BEEN DESIGNED TO RESISTTHE WRNDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-In%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR W E E VALUATION OF ANCHORS I W O WOOD. ANCHORS THAT COME I WO CONTACT WITH OTHER OISBIAOLAR MATERMLS SI WL MEET THE REQUIREMENTS OF THE FLORNA BUM W G CODE FOR CORPASION RESISTACE 0) REFERENCES: TEST REPORTS MT 3835, 0050& n12; ELW ULTRACON NON ELCO CRETEFLE% NCO: ASUAF&PA NOS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL TABL 10)WE 720 SERIES USES A PVB INTERLAYER, THE NO SERIES USES AN SO INTERLAYER THE TTB AND NO SERIES MAYASO BE REFERRED AS THE 701 SERIES. CCOES/STANDARDS USED: 4201T FLORIDA BUILDING CODE (FBC), 6TH EDITION 42W4 FLARDA BUILDING CODE NO), SIN EDITION •ASTMEIOOO-O9 NNSUM&PA NOS-R915 FOR WOOD CONSTRUCTION NALUMINUM DESIGN MANUAL MM-2116 FAISI510 I2 •ASC36MO GUIDE TO SHEETS: GENERAL NOTES ...................... 1 ELEVATIONS- .......... _............... 1 GLAZING DETAILS .............._..... 25 DESIGN PRESSURES ................ 2-5 INSTALLATION. FLANGE__..-.. 6 INSTALLATION,EDUALLEG._.T INSTALATION.INT. FW A0 INSTALLATION, INT. FIN B...._.-. B COMERASSEMBLY.._..-_.�_ 10 EMBUS ION PRORLES.--._...._ 11 PARTS UST..._.__.....--- ....-11 4W BUCK WIDTH 45-M4'VISIBLE LIGHT WIDTH DESIGN PRESSURE RATING IMPACT RATING VARIES. RATED FOR LARGE &SMALL SEE SHEETS 2.6 MISSILE IMPACT RESISTANCE 40' BUCK W 0W 45114-V519LE LIGHT WNTH - 6'NAX. F. sHEETB 2-MAX. H SHEETS -�}�J� I E.SHEETB E, SHEETS B6' BUCK HEIGHT T -- SJ-114' LIGHT LIGHT HEIGHT . V MAX. O.C. ' HEIGHT I 96' BUCK HEIGHT - I�I 1 T F. SHEETS yDT{ F� t2•MAX 0.C. 2• MAX. J H. sI.e. SHEET T S MAX.O.C. TYP. EQUAL -LEG FRAME TYP. RN FRAME ELEVATION ELEVATION (TESTED UNIT) (TESTED UNIT) 12' O.C. MAX. Ir O.C. MAX / / MAX. r TIN B OesOlpiron SMeI a 1 2 ill6'LeM ]I16'An-.OBP PVB-3/1T M9 IIiB'LaM 3116'HS •.09P FVB-311T NS 2 2 J ' 3 T]IIAI&14 •.090'PVB-9I18"H9 1-ili6'Lanl.b 18'H9' 3 6 THC14M IC An •.OBP 9G-11PM 4 B Tl16 LAIN /ifi•HS-.OBO'6G-3116'IL9 6 T 1-1116'L4nl. IG 16'T-TI16•AR. L16'M•.09YSG-9Hfi'An 4 0 1-1I16'Imd. C] 1ST-TI16'Ah-MiB'HS-.080'SG-MIB'l15 4 'SG•c'XURAMY SENTRYGI-M INIL1 TtWbTNjM 7ATWM mu. PVB. VRARAY WOSIF0L0 PVB INTER-KYEW BY KURARAY ANERICA WC. SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN BLOCK AND OBTAINING DESIGN PRESSURES FOR WAY BLOCK 912E FROU WE TABLES ON SHEETS 25. ANCHOR SPACING TO BE 6- MAX FROM COMERS AND tY O.C. MAX. FOR ALL CURVED FRAME MEMBERS, SEE FIGURE 1, THIS SHEET. WIDTHS F- WIDTH +i F- WIDTH +{ Tr T Tr- IEll C)11 I GI� I 111L_ —J -WIDTN� F� WIDTH-+{ F- WIDTH -1 F-- WIDTH --I l r7�) l D IS 111 L- J L J WIDTH - IFS- WIDTH - -1 'F^ MOTH -'-'I F- WIDTH --1 it , 11� I I � _ LEI ANCH0RAGET0FBC2017. m Y U 1 a N .no5 f ❑ �i® p N �'U oleD Psi ¢ m m W 0 m Ox N n ZU m n ❑ eo UUd Byay W 0 ~Z Ea ❑ W ( W D0 oZm 3 O U J ? LU o LU ® g Z 41 ioeK N m �jF ❑ O9 4 Z n. ¢J� U ❑ W LL ❑ LL + e1i1 '�Sa0 %/Y$ Window Design Pressure (+IL, psgfor Glass typo 1 Lmfl Sca G 81-]R ) !TB 00 84 88 92 BB too 104 109. 2 .1-80 b0 .140 •I40 .JAD N80 +IRO N81 .I.80 +l8 32 N40 •!d0 H80+IRO .l-00 +l40 H80 +lam Nb034 ./R0 a80 NR alto .140 .140•L 90b .190 .18fl +IRO •Ise .LAB N.]9.T +I.P..2 .I -Tit •1.116 +I.TL 90 .I.re ./e0 .IRO •IRO .1.261 .1.T52 +i-mS .1d03 .IR8.6 .IA340 .IRO .180 N-T9.0 .W..2 .A 4 +IA1.3 i R1 +1411 .183.4 .41.42 ./80 .140 N- . 1.1.74.1.1-Mu Nd43 +1-A9 N441 Nb 7+Ib1.0 • 59.8 a- 244 .IA3 +IRO N.TSA lt.mi N489 N458 +1812 .Fb9T U.5T.5 2 +l-T3.8 .120.1 .1-888 IW5 +18 3 .lbi.i a 40 NM •/.)83 8 +/-)1.9 .1-BB9 N-04B •141 aqA.S 1 .1-T0.3 +Few Nb31 NR9] .,.oME.1415+I.T3.0 5 5 +/41.3 •/43.5 La+pn NRflB .1�.3 Y N.ia2 .1-M3 N880 80 .I.n7 +r40.T ./65 fit •A)1.2 .181.1 04 +F84T +IR6.5 88 lee 81-ile N4T Window Design Pressure (+h psg for Glass Type 3 mg 810e n 61.80 72 Tb Ba 88 'R BB 10] 10140 30 +140 .180 ./8p 14 N80 NRO a180 .1R3 .IRO ♦/Rp ,-S •149 •/40 9 .IRO a180 •180 .ttO •So ./80 +1� .180 +/a .IRO .IRp 34 .1R0 .l80 080 -IRO +/40 N80 N80 .140 .Im .fso N40 3e +IRD .IRO +1R0 .14fl ./R9 +JRo .140 N49 .IRg .l Nba 30 +/4p .IRO N80 */80 NRB H80 NAT N40 .I.TB4 •P&4 .14a.3 40 N80 +IRO .140 aJRO N80 135 +IRO +LAB) +A13.5 d-T0.9 .149 42 i.W ./.RO ./RO +1.00 H80 • +1- 1,731 H89.8 +I48B N45.2 M +A80 N� .IRO NR0 N80 N-))8 N.]it +I-)09 +Ibi.S .I819 fi M +F80 q80 18 N80 N-79.2 77i4 +I71.T 7481 •/45.1 $ 40 N40 ./80 -NU- N .1-P.2 .1-733 +149S +IR50 4S µG +/80 .IRO .J- 4 +R75.9 1/-7t3 .147.5 i 62 +143 +FeD .180 N-W..) N.T3.5 •/R95 m 54 +lR3 +180 .1.79.6 N-TB .1-718 58 +140 +140 .l-]TS N-T18 50 1 .1.w +PW..4 +I.T5.4 BO H80 +!-TI.S Nd3.5 B2 +140 +I-T50 a •I -Tee .l-Ta m N-n.2 BT-TIB •Ia48 THETP-T MPDIMENSIONTODEIERMIAETIESUCKDn1ENSION. 7/16LUllNATED GIASS STACK .WO' PVB I WERLA YI6°HEAT STREN ENEO S 3l16'ANNEALED GIA55 4 11 UR E0 'ONLY 29 518' LONG SIDE 1 MNf. GLASS BITE a EXTERIOR SHORT 510E 20 �Y 3 L GLASS TYPE 1 LOINS-+- SHORTII IjI SIDE IORIENTLTI VERTICALLY OR HORIZOWALLYA9 SHOWN. i-VIVNOM. TMV° INATEO GLASS STACK GLASS S)AGC (� p 3H8°HEAT .ENGTHENED GLASS 3118'TEWEREO GLASS 7I16°AIRSPACE 3116°PNNEN.EO GLASS SHORT ,DO. PYB IWERLAYER SIDE 1 5 ATCURYe0 NLY 29 �° W OC. B'.0MAX. GUSSBRE LONG 3 810E EK EROR ars1 21 13 GLASS TYPE 3 sSOR s1OE PRODUCT REVISED to comp Il1qq M0 Vic Flor1W DviM. ade I.E.. 17-0614.11 Exaltation Date 02119/2019 NO CHANGES THIS SHEET. 5 a m Y V of ❑ Cq5 v O W' J A k n 9 uaw0 0, ^ Z tl m Z .a C) U C6d o� ❑ � m mZ 8 1- m 5 or a ❑ 1 a N PeVS D 3 m � O w ? 0 3 a z K ❑ 2 0 W aLL1 .Do I ntllt a: Window Design Pressure (4/} psf) for Glen Types 2 8 4 Woo i n 67.718 1 72 go 81 88 1 92 90 I 100 I 104 109.1/2 I 112 ttg in 124 in 137 1.V 10 14 30 +180 .f80 +180 H80 r140 .140 .140 +140 N80 +180 +140 1180 N80 r/80 +I40 .1.g0 .lam 'fa..W +/80 a+180 +1-W N80 H80 •180 .180 .180 He0 +180 •I.80 N80 .180 +!� H80 •f80 H� •/3m .120 •/80 .l8] 34 N80 +T8 ./80 7180 .180 .180 N89 .180 .180 •fen 7180 .180 N8 .I� Na •/80 >8 H80 Nm .180 ./80 .I80 N80 +f80 N80 .180 .180 .180 .180 .180 +186 .180 .IAI SB .180 H80 ./80 •!80 H80 N80 H80 •/80 H80 +18U +180 .HO r180 +183 40 +180 .F80 +180 H80 a180 780 .f80 •180 N •Lre +180 -1-110 42 W1 H80 H80 .180 N80 +180 H80 H N80 H80 080 M H80 •180 .180 +/80 N8L H80 +I80 N80 .180 •180 = W H80 .180 7720 +/80 7180 W W .180 +180 Ig U80 .f80 H80 Nao H80 N80 +/80 +180 i0 N80 N81 H80 +/80 •180 .180 r180 P @ N80 HEO +/.zo .ISO .I60 H.]9.1 n 31 H80 N80 H80 a180 n0 .I80 N80 +180 Sa +/2p ./80 .IEO 4D a180 +f80 H.R.3 02 4.80 .Id9 6 H90 .160 en +180 gl-0IB +180 NONE THE SUCK DIMENSION. DIMENSIONS COMPLETELY I WRHIN. 1-1/19•NOM TABLEDIMENSIONS MAY BE GLASS STACK T/tVINATED ORIENTEDVERTICALLYOR T/1CLAMINATE1) rr,^ �-+- HORIZONTALLY AS SHOWN. GLASS STACK GII STACK LONG Y117HEATSTRENO111ENEDGLASS .090" PVB INTERIAYER WIT TEMPERED GlA35 yryg'HEAT STRENGIHENF➢GLFSS Sim 3TRENGAi f"- LONGSIDE 3116'HEAT STRENGTHENED GLASS STRENGTHENED GLASS T/16•AIR SPACE .090"PVa INTERLIYER r 1IL 4 11 11 SHORT 6 SIDE US ZERS ONLYRED USEMBERS VED ++ SHORT FRPME MFLSO.C. MAIL 29 rI FRAME 11-7 EDSONLY 29 fild 1 SLOE ®11-Tl8'O.C.MAX GLASS BRE �11J/g•O.C. MA% GLASS BITE 13 I3 EKTERIOR EKTERIOR �- LQNG SIDE --�i a 211 13 a s)a 21 13 r p GLASS TYPE GLASS TYPE4 SHORT g LONG SIOE SIDE SHORT SIDE PRODUCT REVISED NO"plyon with the Pi.ddo . C d^ NOAf4o. 17.0614.11 e.plmunn onto 02/1912019 Wmdm Design Pressure (+6, psf(forGi&ss Type 5 Lm 61 I 6 0 84 BB 92 Be 1W 1" 189-U2 .125.1 .9W92p a9WA153 +BO-i1t5 .9W-103.5 +.W.103 +9W.nAS +9W40S5 4W.IM5 49W-W.7 +90-97.9 116.9 +90-1laB a9W- 93 . .101.E .90.9&7 .9W.BS.1 .9W42V +9W90A 19U5 .1499-109.9 M IM .9W.9&8 a90951 -9 In.6 .14&2 N44.4 M.5 •I4sl .1d9B +I.79A d028•9b-9].1 •AY.92B +43.9 r/A +fE 6 . .i aLn.2 al]5t NAid abR2 W1.99.4 a90.912 +T86.T -Ml3 .19&i .I-Ml a-T&2 +/.725 +1403 71 .5mf-91.6 .119.2.FA.B •Ln.2 +/TA3 •IAL3 •f479 +I6&1 H A H41.8901-91.3 +W .140 N-nA •1-T4.3 H]L3 •186.2 r18 7 -1414 •IS98 H592 4S3 r1A4 H-7&9 a/-T5.4 rl-T21 H4&9 N856 :L 2 •1591 +ISl.5 N454 -11 8 aXTT2 r)-n6 W70.1 ..b66 +183.5 ••/5)]N427 H49.3 .1-]56 q-711 al 0&3 .1d 9 .141.5 NS82 IVIZ7 NS09 .1T7.5 .l-]4.1 +FM.3 +146.7 a/431 N49.7 N-h1 .1-756 .I. 4 .19&B •1£S.1 .14t5 41-n4 H-738 .-705 +14i.3 r1-03.5 +/-75a .L72 g48.6 alfu.3+I-T42+8 .1T27 .149. +/45.1-712 .IHFfl]Hffi5 IZaldi WmdoW Design Pressure (N-, paf) W Glass Type 7 SO. ( e]-Tl8 ]2 ]6 871;1-7,A BB 1W 04 109-VI+90,430 +9n-19D "W-130 « 426 m6 +EM-118.6 +9y.118.1 .W'-11T 49 llse +"-1127 +BN-169s 49yq 18.9 +99d 14s11.5 +9N-1re.1 +91-101.3 aW/-W26 «M.IM WN-IeIA 4W-9.] 34 +W.M.1 N -tt&4 49a-t1t.] .9Y.157.803.8 .80rb9.] +904A5.] +eM621 +wa.5 4190n +9W-lie .96'-009.8 .9W-IM.8 4W.JW,5.6 .9Jd13 a140 +F07.3 ♦/469 H423 +141.2 39 .BN111.2 +BO-101.2 +9W-91.9 +90.'4! 1A +149.2 +144.9 ./4ls a149/•/-)BA a1-74.3 40 +9W-1099 +9049.6 +8W414 79 00.1.2 +d4 140.5 al-]6. 1-7&5 +/-70.0 4IffiTV-1M2 +90407 a8W-912 a147A9 N-00.8Nd7 143.1 a/A90.4 ./-n9 ♦F741 .1403 +/470 .A63.9+ 72 a1 1.2 Nd5A +ldt7 .I<&1 +r-051 .SW9&5 +IAB +4 rI41R.2 .F713 +/ 560 .BW41A +W.6 .143.7 aF79A.3 +1-912 +/47.5 63 149.4 H43S H41.6 M-i775.Iffi.5 H4TD ./43A +/790 -P76 A 68 H48.8 +/4IA .1-n.5 DA Be +/43A +T 9.6 T75.4 Be U421 .e N-TA.S B3 a/40.1 •145.0 81 +l•>8A +Nd efi aFna el -lie .r-ue 711e'tAMINATED L� GLASS STACK .09W SG INTSF NIVANNV 3N6• ANNEALED GLASS 4 11 USEDATCUR FRAME MEMBERS BERSONONLY 29 Sl9' LQ 11-7l8'O.C. MAX GLASSSITE 14 EVERroR /A+ 20 �Y 13 GLASS TYPE 5 1-1/1VNOM. GLASS STACK 3hT TEMPERED GUBS USEDATCAR%ED FR MEMBERSMLY Q 11.718. O.C. LWK. ow GLASS TYPE 7 PRODUCT W C�TvYREVISED as co 91Ged Hh the Ronda NOA-N..CeE 17-0614.11 Eapintion Date 02/19/2019 �- LONG 910E SHORT NO CHANGES THIS SHEET. 510E L s s F� LONGSIDE U SXORi > a Ml �n.a 510E O a O L i N ppp We DItAEN510N5 MAY BE Oj n 2 W w ry IFD VERTICPJIY OR O-]es ^��++ Z �S )MALLVAS SHOWN. :CLd mr ou W Z o =U' vein 7/1T LAMWATED H GLASS STACK Y Z m F N U. GG W U 'ANNDLA9S J I6•ANNEANEA.EIED GLASS I WSGIN)ERLAYER SHORT L $ N W I••v5 BIB GLASS SITE SIDE ® 9 ? j m N OW Z d-I-ONG .F3 o n SIDE O❑1OI Ur 10E X In LLf 1 U iL ❑ l: wu Rw •.� _ I SHORT _ 5�'I,N�N L..... 't SIDE *.j No, 58705 SHOWN. FOR FLANGED WNDOWS, SUBTRACT V FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. )WN,ROUND UP TO THE NEKTAVAILASLE 3HOM ORLONG DIWNSIOW ALWWDOWS,7MDTHESMALLESTWWDOWSIZEINTHETA9L MOWWACH�OVERA1101MENSIONSCOMRE'fELYFITWITHIN. SONLYTOFLANGEMDC UAI OWIADO'WS.WNOTUSEWRHFN�R WV OW9. P.EA5BM5 ALYNNPE SBNS Window Design Pressure 14A, psQ for Glass Types 6 8 8 m9 SIM 67-213 72 1, T8 EO 8t 88 92 9e 100 100 1 109,112 112 116 I 120 1 121 29 132 IN 190 1N 30 .901 •9W430 1 +OW-130 7901-130 •M.131 rain -LID +90.130 +901-130 .901-130 +9W-130 .901.1]0 a9W-133 .9b.130 +9W-IM +901.1w .9014M +9W-U0 +9W-130 +9W-W +9W-130 32 +90 130 .0.1w Ia9W.130 .901-1D +M.13o +9W.1w +W.lw •M-lw .w.Ix .9W.1w +M.1w +9W.130 +WI.1D .X-Im +9W.lw +9W-IN .901430 +9W-130 .9b-IW •901-130 31 +9W-IM .9W.Iw I .9W.130 .9b.130 .9W-1w MW.IV +9W.130 •9W-130 +9b-190 •9 Iw +9b-190 •9W.130 7 .130 .1 +9b-1w 4M.IW •9W-130 .36 •9W.120 +9b-IN 1+9W-130 .wow .901.130 +9W.130 +9b-130 +BW-13p .W1.1w a5W.139 .Bb-1>D •90'.13D +9W-130 +9W.1?0 +Sb-1b agW-13) 38 .9b.133 •9W'-130 +9V-t39 +9W.130 +9b-130 a4Y-1M .9W.130 +9014W •9W-130 •9W-130 +9W-lW .9W-130 -0-1 2 +9W-12T.3 80 49W.IM .9W430 .9W.130 .924M +9W.130 +0 +9W-130 +9W-131 +9W.130 .9W-1 8 • .1ZI2 +9W-14 42 .9W-131 +901.1M .SWIM +901.131 9W-1232 +90.1197 +9p-118.4 11 +W.IM +W.IM +9W-130 .9W71M +9W.131 •Sb.1.Tl +9W.IW .93.1145 +9W-119A M 415 `•- IB 750,-131 •90'-19 •9W-130 +9b-130 .9W-13D +9W-1.L •90.1269 +9U-120.5 •SW-1 a O /8 +9W-t30 +9W.190 .9b-lA +90'-1]0 .9W-130 +9p-12A7 +901-IM +W116.5 _ 50 +9b-130 •9W-1'.b +90f-130 79W-1w .9b.130 •9b.1202 69.V-11A S Y 52 .9b-1M +9p1.130 +9W.131 a0-130 a9W-IM .88W-IM 5. 30 +9W-130 .9Y.1]0 +W.W-1Z/.1 58130 +9W-f911 +44M-129 58 L .9W-13160 w +saw-1298t w mU-7/8 own......vna anw.rv.rv,.�....��.................o ....... ......, .. .., ................�.�.......... ...�..��.............�... FOR SRES NOT SHOWN,ROUND UP TO THE NEXTAVAQA31 E SHORT OR LONG ON04SION. FOR ARCHITECTURAL WINDOWS FIND THE SMALLEST NANDOW SIZE IN THE TABLEABOVE WHICH THE OVERALLOPUENSIONS COAIPLETELYRT WITHIN. TMGSHEETAPRIESONLYTOF GEPNDE0UAL GWINDOWS.DONOTUSEWIi18FINF1iANEDWR.DOW3. T TABLE DIMENSIONS MAY BE } ORIE EDVERTICALLYOR 1-11I8' NOM. HORIZONTALLYAS SHOWN. 7MVIPMINATED L� GIASSSTAGK �...I 7I16'LAMINATED LONG GLASS STACK I GLASS STACK SIDE 3118'HEATSTRENGTIENEO GLASS �- LONG SIDE d 1 .0 WIS. IHEAT 3I18"TEMPEREDGUSS 911CHEAT STRENGTHENED GLASS 9 1 911E HEAT STRENGTHENED GLASS STRENGTHENED GLASS T/1ENRSPP 5 ASV SG INTERIAYER SHORT 1 SIDE USEOATCURWD A 11 6 11 -1 ^"1 510 FRM1E MEMBER90Na USED ATCURVEO 8g 11-T/e'O.C. MAX 29 GLASS am FRM1E MEMBERS ONLY 28 S1E 5g 11-TIff O.O MAX GUVS6 BITE 1-2 1-2 r- LONG SIDE E%TEgRIOR ERIOR T 20 13 STE 2f 13 SHORT LONG SIOE SINE GLASS TYPE 6 GLASS TYPE 8 L 0 j SHORT SIOE I PRODUCT REVISED W. w11N Na PIRrIGa puI Anp tlo NOA-Nn. 77-O614.17 I EDGE 'Il DISTANCE INSTALLATION — TYPE A 4 N WBUCK EXTERIOR HEIGHT a HEIGHT VISIBLE LIGHT HEIGHT= WINDOW BUCK HEIGHT- 230 NOTE 2, EMBEDMENT �1/4'MAX SHIM TYP.PNCHORTYPE, EMBEOMEMANOEDGE pISTPNCE PER SUBSIPAT SEETABLIFILWISSHEET ATCURWO EMEMBERSONLY a- O.C. MAX. 1/4'MAX.EHIM STEEL SEI-F-DRILLING EMS (GS), SE TH JSSHT ISSHEET INSTALLATION METHOD D INSTALLADONANLHOR UNDERNEATHTIE BEADING INSTALLATION INSTALLATION TYPE C TYPE B EMBEDMENT 1X WOOD BUCI(STRIP, `� 1/4•MAX SMNOTE2, THIS SHE 1��EMBEDMENT SHIM TYR ANCHOR TYPE. EMBEDM1ENTAND �j MOE EDGE OISTANCEPER SUBSMTE. DISTANCE GE 6 SEETABIEBTHISSHEET ANOE . 1 11 - EXTERIOR CONCREIEICMU P&RANCHOR 4 VIITH= 11 5 , ••.• REQUIREMENT WNOOWBUKWDTHJ• I II_ WINDOW BUCKMOTH CON•, C.R••ET U TIP-TanaWNOWWIDTH PERANCHOR RMWIRFtM. �-{ HORIZONTAL SECTION A -A EK� RR MAMI-DADE APPROVED MULLION V (SEE SEPERATE NOA), ALUMINUM STE 1 FRAW NG OR STEEL STUD. SEESUBSTRATEPROPERMES, TABLES,THISSHEET MO., 9a5e1rtle Mln E4pa DMMnu Min. Embedment Mav O.C.e a PIY 612.,014410sss.m P.T.S. Pine 18 ANmN 60B3T5 rNIL B A9691ae1 wa, a.=- 1T 61ceI6Nl Gt. 3l mNt ]IC 0.04S(IS G. • IY NIS>W116fae P.T.60NIIem PIno 16G=OLS) Win. 1. 1Y Akunn.wn. W6375 m1n xr 0.0 .- W A95Slee1 tool StW,G 3min JIG' OABi"• 1 1/4- 41065 CrtWft Ned LMM 090) 2AIY 1-44• 1 (mH. 9.95 kep .114• Ila'etalLlNecm Cencrem enrtte(mE.1.Wk10 1• I'll Ir ere'ort:e (mtt 200Ix8 2-Ur 1JR tr UnPwIaO LLIU, (AS1N O90) Sll 1-I{' 1r Groncnnn IM1I C611 z-vr 1.La• 1r M18'Sleel lAtraew Cancmle (mh. YS by 1nM' 1.9Y 1Y GloNetl CM TM CBO S-1lY 134' tr E IX WOOD BUCKSTRIP. 'UNGROUTED CMU' VALUES MAYBE USED FORGROUTEO CMU APPU04TDN5. SEENOTE2,THISSHEET INSTALLATIONNOTES, T— 1. USE ONLYANCHORS LISTED ON THIS SHEE..Fq.LOWEM8E0MEMANO EDGE EMBEDMENT - CONCRETE PER DISTANCE WITS. ' ANCHOR REQUIREMENT M..A Min Fa A.F, 2.WOOD BUCKS DEPICTED ONTKIS SHEETAS'1X',ARE BUCKS WHOSE T0TAL THICKNESS IS LESS THAN 1.1T. IX WOOD BUCKS ARE OPROYAL IF UNIT CAN BE BMW 6avw e]5W 120eW INSTALLED DIRECTLYTO SOLID CONCRETE. WOOD BUCKS DEPICTED AS W ARE 1-1G' NO somr Wbl 1tOW EDGE THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE Elm Ulu nV 145kW IT kill INSTALLATION I~ TYP. ANCHOR TYPE, EMBEDMENT ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING IDRISDOPON. 41088EEa0MeFlu0 RTAKeI 15.4TkW TYPES DISTANCE AN.ANCHCD EDGE ISTANCEMBE PER e5ss uNrvm I Mini SUBSTRATE. SEE TABLE%THIS SHEET MBER SHALL BE OFA BILE TO JROODETACHMEPPOR MOTHENNI)OWFT Al95bW ab a W W VERTICAL SECTION B-B 1,11E. PRONDENLLSUPPORTTOTHEWINDOWFMLIE Gr.RSml&W AkN a5W 4. V APPMCABLE. LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLON NOA APPLIESTO WHOLESYSTEM PRODUCT REVISED BeOEbg Wn�wltM1 lire FlaxtlR xow-xwttee 17-0614.11 I, NOCHANGES THIS SHEET. 11 > MrL) O JOu-o �e X ZLLm ? o 2 W Rg UWUU ag ® w O 2 >� DE j aZy O f LL O Q Z ®s z aB F LL ❑ Z al 0 U ❑ w LL w 33' w66�'I n!1 'a ep aauas I ap.XONY LYNN?e..'%- I I PRODUCT REVISED INSTALLATION INSTALLATION mP11.an Mq No FleHaa eulmmGt aXWOOOBUcKsTRIP EDGE OR FRAMING. SEE DISTANCE NOTE2,THIGSHEET TYPE TYPE EMBEDMENT NDLNe. 17-0614.11 EnPUnDon Onto 02/19/2019 EMBEOMENP 1X WOOOBUCNSTftIP. SEE NOTEY,THISSHEET - BY Mlam Con aToauc INSTALLATION L� 1Id'MAX �{ SHIM TYP,ANGORTYPE,EMBEOMENTAND TYPES EAIBEOMENi EGGS EDGE U9,THISSSHEET F, • A S EDISWDE ERUBSTF DISTANCE •'' : • . . DISTANCE . EXTERIOR WINDOW BUD( HEIGHT LIGHT EIGHT= NOW E EIGHGHT- 3sr • \l I TYP.ANC E, \—EMBEOMENTANDNTAND EDGE DISTANCE PER SUBSTRATE, SEETABLE B.THI9 SHEET JSEDATCUR4ED FRAME MEMBERS ONLY " - •. .- 3Jtt-T/B'ma MAX. CONCRETECMU PERANCHOR REQUIREMENT 11 4'7 AH I+— STEEL SE1P-DRILLINGSMS (GS),BEETABLE9,� THIS SHEET INSTALLATIOjj � TYPE H EXTERNOR V MIAMLDAOE APPROVED MULLION (SEE SEPERATE NOA).ALUMINUM, STEEL FRAMING ORSTEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE9THISSHEET EXTE20R 4 VISIBLE LIGHT WOTH= _� 5 IF'��-- WINOOWDUCK WIDTH-23r4' PER ANCHOR wlrvoow auGRwIDTH � • HORIZONTAL SECTION C-C REQUIREMENT Axtu SWa1Me Da,� Mln Embe a ap kV #I2ar P14410SSScrtw .. BPMNem n0 -0. 5) end Ida' IT Arom4mn EO&tT6 mi P. 1Y AMSUl l 6tee1sm. GGST .IR III- 9d 0.06J'• 0.043' 1B Ga 1Y IY P.T BeNMm PNe (5 + .5 AI4ni1Wn T461Ta mlrt SAW vs. 1.LC o.wT IT 1Y T2or0M SIM ScIaw(G� A]6 aro we- 0.01W IS 131 SN1 G. Amin Y6• 0.045 8Ga - IT 114'41059 pebFlaa Un0mma CMU, Au TM 6 u) 2-VT 1-1/P W Cmm.te ". ass k.s I. 14VC IT 14• 1alaollAhamn fAOerele (min za5 keN I- 7i, 13- D^ncmle (mn S.85 Y S11Y 1J a' WLFOMe4 CM,(.B MC00) bl/T Y GmiW AS.5 G80 1.V1" "W. tY Y1d 61eal Ullncan finenla(mn 3.aluN w( 1-VP 1.., LVP amMVICMU. AG1M G90 2-1? Nl4' ' 13u MA%bHIM VNGROUTED CMU' VALUES MAY BE USED FOR GROUTED CML r1/4' JTTTj- INBTALLATION NOTES: } IX WOOD SUCKSTRIP. ANCHORS LISTED ON THIS SHEET, FOLLOW EMBEDMENT AND EDGE SEE NOTE 2, THIS SHEET I. USE ONLY DISTANCELIMITS. CONCRETEPER 2. WOOD BUCKS DEPICTED ON THIS SHEET AS NV.AAE SUCKS WHOSE TOTAL EMBEDMENT ANCHOR THICIWESsisL STHANI-1?.1XWOODMICKSAREOPTIONALIFUNRCANBE ' REQUIREMENT INSTAIEDDIRECTLYTOSOUDCONCRETE. WOOD BUCi(S DEPICTEDPS %'ARE 1-1R' THICKORGREATERINSTA nDNTOTHESUBST MCFWOODBUCKSTOBE ' ENGINEERED BY OTHERS OR ASAPPROVEO BYAUMORTY MMNGJURISOICTION. INSTALLATIONI EDGE BEDMEM 3. TO MO PE. MEMBER SHPLLBE OFASIZE TO TYPEF T"� DISTANCE AND EDGE DISTANCE AND EDGE SEE FROMDTTACHMEM PRO`ADE FULL SUPPORT TOTHEWINOOWRWAE, THEWIEDOWFRA TABLET SUBSTRATE, SEE TABLE B,THIS SHEET VERTICAL SECTION D•D A IF APPLICABLE, LOWER DESIGN PRESSURE FROM EffHER WNDOW OR MULLION NOA APPLIEb TO WHOLE SY5IEM. WIVW Yc. F. YK a SIMSuav f31vI 1'6kai 4m 9cmw GOku I"w EIm IYsaN�O LSSkeI 1TkY am 5ln GtlePlm® f3TAW IB4Tktl E�]TSAIeNmm I5W a.. AX EfsI 3aW 6B ke1 On 3I9btl Bw1 29YJ I6 IENTANDEDGE ---I ER SU5STMTE. I 10,THISSHEBT INSTALLATION TYPE EXTERIOR WINDOW BUD, HEIGHT VISIBLE LIGHT INSTALLATION TYPE J a MOD BUCXSTRIP INSTALLATION INSTALLATION OR FRAMING, SEE TYPE J TYPE K NOTEY,THISSHEET EDGE 1k- DISTANCE I L, IA'MAX EDGE DISTANCE --� EDGE ��-1t I'--' SHIM > DISTANCE aMDOSUCKSTRIP 2%WOOD BUCNSTRIP OR FRAMING. SEE O ORFRAMING;SEE NOTE2-THISSHEET NOTE 2, THIS SHEET TYP.ANCHORTYPE, EMBEOMEMYWO 1M- EDGE DISTANCE PER SUBSTRATE � SEE TABLE 10, THIS SHEET 1l1'MAX. SHIM INSTALLATION TYPE L EDGE DISTANCE BID STEEL EEIP-ORILLING SMS I1351 SEE TABLE 10. 3 EMBEOUEM 11 EXTERIOR 04 11 VISIBLE LIGHT WNTH= 5 MI'MUH-231� - ^^11 WNDOW BUCK BUCKWIDTH HORIZONTAL SECTION E-E T➢ni P ih 510e0ete M0L Edge Dslen. Max. O.C. Spafag 2-lw X .113' G NMI P.T. SauTen PIT! G=O.SS 51IF S' 9-1/1 L.131' Common Nall P.T. SeuUIQn Flee G=0.55 w v 2E7s.140 ROOM Nall P.T. SeUNsm PIM 04,55 G'B' 0 B10 L'P Stso SareW(GS)' P.T. Sw Plea G=D55 UT 6 0.093°AMmVum, 60G1-iE mfM1 5I1S 6 IMF A36 Soo CMS' S" 0019 18 Ga 51e95100 t3. 3T SMB' w 2%W000 BUCKSTRP 64M I EXTERIOR ' MIN OF 3 THREADS BEYOND THE METAL SUSSTMTE. ORFRAhHNC.SEE �Ij n NOTE2.THISSHEET V MO ADEMPROVEDMUILON INSTALLATIOYNOTES: �VPMAXSHIM (SEE SEPEMTE NOAL NINUM, REELSTUD. GTEELFMMORST BED 1. USE ONLYANCHORS USTED ON THIS SHEET. FOLLOW EMMENT ' TORGT SEE SUBSTMTE PflOPERRES, AND EDGE DISTANCE LIMBS. TABLE f0.TH3 SHEET 2. MOD BUCKS DEPICTED ON THIS SHEET AS'IX', ARE BUCIIS WHOSE WMM Min F� dh Pa O TOTAL THICO SS IS LESS THAN I-iM'. OK MOD BUCKS ARE OPTONAL snasaex czw ODLaI EDGEDISTANCE YBSiAIUNnen 18LB EIM SUCMDANBEINSTPILEO l-ITLYTOSOLIDW nR.EWOOD BUCKS WSTALLATION 1�UC' A1051sH 3aka1 Yw TCKORGRMTER. SUBSTRATE OFMOD BV OTHERS TO THESUBSTRATEAQTHODBUCKSTO tr.v sw aka 16LB TYP. ANCHORTYPE,EMBEDMEM JBE UMSOMEEREO OR AS APPROVED BY AUTHORITY HAVING JURISDICTgN. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE SEETABLE IO.THISSHEET 1 FOR ATTACHMENT TO METAL' THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE RLL SUPPORTTO THE WINDOW FRAME. VERTICAL SECTION F-F A. IF APPLICABLE, LOUR DEVGN PRESSURE FROM EITHER VANDOW OR MULLION NOAAPPLIES TO WHOLE SYSTEM. PRODUCT REVISED plYI�n9 wIN 1Ne Redd. Building. MOA-No. 17-0614-11 u MOO 9UCKSIRIP —`' OR 2. THIG,SBE INSTALLATION TYPE M INSTALLATION DISTANCE OR FRAMINGSHEET TYPE N EMBEDMENT EMBEDMEM INSTALLATION TYPE M L..� 1/4•MAx EMBEDMENT SHIM RB• NOTE 2, THIS SPIFFY a 1X WONO E2. THIS 2%WOODNG' 0-- GEE SEE NOTE 2.T IS NOTE 2, THIS SHEET �SHIMA% TYP.ANCHORTYPE2RSUBSENTAND fl, SHIM EDGE DISTANCE PERSUBSTRATE, 4 � SEE TABLE 11,1H195HEET ,. �1J GEE TASlE 11,THISGHEET EDGE E ERIOR USEDATCURVED 29 FRPME MEMBERS ONLY DISTANCE `l NCRVE/GMU PER ANCHOR NINDOW REQUIREMENT BUCK HEIGHT 1/4'MAXSHIM VISIBLE LIGHT INSTALLATION TYPE O ASIBLELIGHTWMTH-y� W WDOW SUCK W.lH-2a14' WN00W BUCK WOTH HORIZONTAL SECTION G-G 11 TIIs sH'ET EMBEOMENTANDEOGE l` II EXTERIOR B DISTANCE PERSUOSD3ATE, CF=� GEE TPBLE I1, THIS GREET MIAM1LLION �1/4'MA%GHNt (SEES PERAENO).AW (SEE SEPERATE NOA),ALUMINVM, STEEL FRAMND OR SIEELTIES. GEE SUBIEll SSHET TABIE INSTALLATION �1%WOOD SUCKSIRIP, c 'MIN.OF3 THREADS BEYOND TI¢Na:iAL 9UBSTRATE. TYPE SEENOTE2,THLS SHEET TNGROUTED CM VALUES MAYBE USED FOR GROUTED CMAPPUCATIONS. ULLj 7 EDGE DGE DISTANCE CONCREMCMU PER ARCHON REQUIREMENT EXTERIOR v Arches 31.-0e4ale OWi� Ed, MIn. EmbAreM M. O.C. 012a P1441033Scw P.T.SwNem M3(T'055 w10• fa0' J.T Nulnt 808YTS meL SB' 0.0GT'• AJ6ShW 3I0• Qc6T' 3.T 9Mei Stud GC 331nI0 WB• O.OR' 10 Ge 3.T tl12 NN14 Steel Scrtw(GS) P.T. SD mRne SG,0.65 8/1d 1-080 3.7' Aluminum, ODBYtG min. A365tee1 916' 310• MIT 0.003'• ].T" 3.T Steel StW. G1. W mh. ]Ifi• ow-10fu• 3.T V4'410990eteRm Imrted CMU ASIM PJA 2-I/Y 1-11V 6.T Cmemte "k 3,35 Fell 1• 145!4' Or 114• ENO lARca CaKmm mot 2.83 kN 1' 1.14' mr CBn<INe Imht 2.85 RN 2-1/Y ST laded CM AGIM Cep Fl, GIOIRi 040 A91M 090 2-1IY 1G14• fi.r MfirS Io UMecn 1 �rcMe m0L J.5ke 1-Vd' 1514' Br Gmuted CMU TM CeO L1/Y 1 1114• G.r WSTALIATON NOTES: ANT 1. USE ONLYANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENTAND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ONTHI3 SHEET AS-1X} ARE BUCKS WHOSE TGTALTHICKNESS IS LESS THAN I -IX. 1X WOOD SUCKS ARE OPTIONAL IF UNITCAN BE INSTALLED DIRECTLY TO SOLID CDNCNETE WCOOSUCHSDEPICTEDAS'WAAE EDGE I-M' THICK OR GREATER INSTALIATION TO THE SUBSTRATE OF WOOD SUMS TO BE ENGINEERED BY OTHERS OR AS DISTANCE APPROVED BYAUTHORIIYHAVINOJURISDICITON. 3. FOR ATTACHMENTTO METAL TIE STRUCTURAL MEMBER SHALL SE OFASIZETO PROVIDE FULLSUPPORTTOTIE VERTICAL SECTION H-H WINDOW FRAME. 4. IF APPLICASLE, LOIMERDESIGN PRESSURE FROM E ER WNDOWOR MUWONNOAAPPUES TO WHOLE SYSTEM. Y.Ww Mh F, MIM1 F, 61. 0m 0311G 120kei 40 Scm 4DW HOW E. U.0 195W 177"1 41090EkoD ws 121.4ka 18&'/F.i k0A1SNVNn�n1 10kY ..!L- k. 69kY G'. m 31m'8IW MkN mkM 1:1 ANCHORAGETOFBC2017. w1 Y O N �Ms Q y U' °Ia0 K m N CN4 tlj ,"CM1 o UUd ea O � W E I �< arU 5b �Z tl z O 5 0 ~ m $ ®6 Z Z O < 2 J Wd5 U K Z dLL LL LL * : No. 218TBH � I \ \ g NN 'N 39 K amg O Item POTP.M# Description Material 1 4253C Flanged Fmme Alum 80e3 T6 2 4285 EqueNeg Frame Alum. 6063-16 3 4250 Ntegml Fin Fran Alum. 0063-TS 4 4255 7116' Lemi. Glass Beading Alum. 6003-T5 5 4254 I.G. Glass Beading Alum. 606$75 6a 4270 Installation Fastener Corer Alum. 6063-T5 65 4224 Nstallatlon Fastener Corer Rigid PVC 10 7p58BC Gasket (at BO° comerjolnts) PClybtlrylene 11 'IP24778 Vinyl Bum WeathmsMp FIez PVC, Dum. 85 H4 13 Dow 781, bag or GE 77M BeckSedding SNcone 20 i16fi2K Setting Block, Mono. WlT x 7/16• x 4- Neoprene, Dum. 8a *M 21 ]7]04AK Belong Black, I.O. 3/10• x 13 32- x 4' Neoprene, Dam. 85 H-1 2g 48 x 14/4' FH SMS Stamina. Steel 37 ]B1PDX A. P Quad PH SMS Stainless Steel 2.704 2.Ia4 2.104 .0)4• 062' .074, wr .071' 06r pig• 60m p38' 6C0' 030" 1.000' r i .Sfo' 1 r-�-�- .O6Pi0® r--yam .050•mam C � � ,OSO.waa OFLANGE FRAME O EQUAL -LEG FRAME #4253C, 6063-T5 #4285,6063-T5 3 FIN FRAME #4256, 60B3-T5 BJ1 II -"a, aI i5'II ry 7/16" LAMI, 4 GLASS BEADING #4255, 6083-TS L� �-.34C 875' T�I--- A50" I.G. GLASS $ BEADING #4254, 6683-T5 —I vwr 050•+ INSTALLATION 68 FASTENER COVER t)4270, 6061T5 3NCONE HOT-MELTBDIYL DESICGWLFILLARE4 STRUCTURAL SPpmLV� 5nB'NOM. STRUCTURAL 114"NOS. SILICONE FOAM 3It6'N061. B� SFAL SILIOONESEAL POLYISOBUTYLENE WITH DESICCANT DESICCANT pESICROLL-FORMEDWITH FSTAINLESS STEELEXI'. &REINFORCEIM5W GLASS EM. GLASS EXT. GLASIM.GLASS EKT. GL'4SS INT. GLASS INT.GIASSSS >s KODISPACE �4SG i5 SUPER ODURASEALO Ill XL EDGE'" SPACER TPS SPACER®NXT" SPACER Part# Description Material 75 Kommeding 4SCI TPS Spacer System 76 Quanex Super Spacer nXf with Hot Melt Butyl Bee this Sheet for 77 Quartet D4mseal Spacer, Materials 78 Cardinal J4-Edge Spacer, I REFEIitNl; ltsl r¢4vnrs eu.elrl, esaeamry i�rc ia:n;n�Ir�F-xrraal�l N vxy O � U' N Q •+w O up 0, Z al ro ou Lsi Lwj d o B W o i W �� 0 W dad o Z Q lY 3 0 Q 0 Z m ba ® Z N O Z Q N a z =tds R $ 33 O as S * NO.58706