The URL can be used to link to this page

Home My WebLink AboutPRODUCT APPROVAL.1 Florida Building Code Online Page 1 of 3 ,ter'.i 31 I SCAN w may . NED ` A BY A . e ► ''-m; ► F ► a St. Lucie Counivr-. F ulda BCIS Home j L,In ( User Re9ktmtlon j HotTopics Submn Surcharge j StaM&Farts Publicadons j FBCstaH ,� Sclssite Map j urm Search ] (1 ProduDt Approval i USER: PUDIk User -La MAY 9 r Pmdurs Annmve' Mena> Pmdact or AVACOtlon Sea2h>7AP�P.�td pliration detail J C(11( FL z PER:LIITM, i; JG Application Type St. Lucie Count}' FL Code Version Application Status *Approved! by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or Me Commission it necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phona/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Data Validated Date pending MC Approval Date Approved Eruark@ Industries E ology Drive e, FL 34275 100 En[ 38 in Co.. Jens Rosowski jrosomki@pgtindustdes.com Jens Rosowski 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Eat 21140 jmsowski@pgtindustrles.com E#erlor Doors SIIEIng Eatedor Door Assemblies C. Mark or Usti. Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard TAS 201, 202, 203 Method 1 Option A 08/17/2016 08/26/2016 08/30/2016 )[ear 1994 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 5/ 17/2017 Florida Building Code Online Page 2 of 3 Summary of Products FL # Model, Number or Name Description 251.1 SG - 6]0 (Non -Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use I VHZ: Yes F 2 A - 625.03 otlf Approvetl for use ou HVHZ: Yes tre piration Data Impact Resistant: No Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance IN A) for .product perfamlance Information, andmrage details, and anchor pe, L=atlonln�rualonsns By: Miami -Dade BCCOsize, anti spacing information. by IndIggX'ependent Thi rty: to Create tl by Independent Third Party: 251.2 JSGD-6]DHP Non -Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R28 C CAC 16-0629.04.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Data Impact Resistant: No 03/24/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance INCA) for FL251 R28 71 16-0629.04.odf product performance Information, anchorage details, and anchor type, Verified By: Mlami-Dade BCCO - CER size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Thirtl Party: 251.3 ISGD - 680 (Non -Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL251 R28 C CAC 16-0629.05.Ddt Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/18/2019 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance INCA) for FL251 R28 11 16-0629.05.00f 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: 251.4 ISGY. ]]0 (Large Missile Impact) WlnGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FU51 R28 C CAC 16-0629.06.0 Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes OZ/17/2020 Design pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance INCA) for FL251 R28 11 16-0629.06.odf product performance Information, anchorage detalls, and anchor type, Venfied By: Miami -Dade BCCO - CER size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.5 JSGD - ]]0HP Large Missile Impact) WlnGuaW Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes R251 R28 C CAC 16-0629.07.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/24/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance INCA) for FL251 R28 11 16-0629.07.ndf product performance Information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER 'size, and spacing information. Created by Intlepentlent Third Party: Evaluation Reports Created by Independent Third Pa 251.6 JSGD -]]0HP (Small Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL251 R28 C CAC 16-0629 OB odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/24/2020 Design Pressure: N/A Installation Instructions i Other: Please see Miami -Dade County Notice of Acceptance INCA) for 1 L 51 R28 11 16-0629.06.m! 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: 251.7 ISGD - 780 Impact inGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL251 R28 C CAC 16-0629.10.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 08/02/2017 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance INCA) for FLZ51 R28 11 16-0629.10.Dd! product performance information, anchorage details, and anchor type, Venf¢tl By: Miami -Dade BCCO - CER size, and spacing information. Created by Independent Third Party: Evaluation Reports I Created by Independent Third Party: 251.8 SGO-2500 (Non-Impact Aluminum Sliding Glass Door Limps of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL251 R28 C CAC 15-0609 10 DR pdF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/22/2018 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance (NOA) for FL251 R28 11 15-0609 10 DR.Ddf product performance Information, anchorage details, and anchor type, Venfied By: Miami -Dade BCCO - CER size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Parry: 251.9 SGD-3030 (Large Missile Impact) rchitectural Systems Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes R251 R28 C CPC 15-0612.06 LM.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/14/2018 http://www.floridabuilding.org/prlpi_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 5/ 17/2017 Florida Building Code Online Page 3 of 3 Design pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance INCA) for FL251 R28 IT 15-0612.06 LM Wf Product performance Information, anchorage details, and anchor type, Verified By: Miami-Datle BCCO - CER size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Thiml Party: 251.10 SGD-3030 Small Missile Impact) Architectural Systems Aluminum Sliding Glass Door Limps of Use Certification Agency Certificate Approved for use in HVHZ: Yes R251 R28 C CAC 15-0612.07 SM.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date . Impact Resistant: Yes 02/14/2018 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance INCA) for FL251 R25 17 15-0612.07 Wpdf product performance Information, anchorage details, and anchor type, Verified By: Mlaml-Dade BCCO - CER 'size, and spacing Information. Created by Independent Thiril Party: Evaluation Reports � Created by Independent Timm Party: 251.11 SGD-5420 (Non-ImpactVinyl Sliding Glass Door Limps of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL251 R28 C CAC 15.1210.0zodf Approved for use outside HVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date 04/21/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance INCA) for FL251 R28 IT 15-1210 02 odf 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: 251.12 SGD-5520 (large Missile Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL251 R28 C CAC 15-12f 0 01 odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04114/2021 Design pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance INCA) for FL251 R28 IT 15-1210.01.Ddf 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: m Contact :: 2601 Blair Stare Bind, Tallahassee FL 32399 Phone: 850-487-1824 The State of Honda Is a0 AA/EEO employer. Coovtleht 2002-2013 Stale of Florida.:: Privary Statement :: ACCesslbllliv Statement :: Refund Statement Under Flonda law, ¢mall addresses are public recoNs. If you do not want your a -mall address released In response to a publlcrecords raxue t. do not send elecon is mail to this truly. instead, correct the office by phone or by thad1th nal mail, if you have any questions, please contact 850.487.1395. *Pursuant to Sta lon 455.275 (1). Fli Statutes, effective Ddober 1, 2012, losses; licensed under Chapter 455, F.s, must Provide the Department with an email address If they have one. The emmy provided y be used for official communication with the licensee. However email addrespi are publlc retard. It you do not wish to supply a personal address, please provide the Department with an email address whldh can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ® ® Ha tea- i 4 SCCIITIi�'AI ETIUGS http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 5/17/2017 a = MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w .miaraidade.gov/economy PGT Industries, Inc. 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable ' ding -sad This product is approve escribed herein, and has been signed t wilding Code, including the Hi elocity Hurricane Zone. "SGD-670" Aluminum Sliding Glass Doors w/ 90a & 135o corners -NI APPROVAL DOCUME -.ra - mpact", sheets 1 through 22 of 22, prepared by manufacturer, dated 02-02-14 and last revised on 06/08/16, signed and sealed by Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None: Approved Hurricane Protection devices, complying w/ FBC, as applicable are required. Limitations: 1. Max eight (8) panels configuration unit is allowed, having max nominal panel size not to exceed tested height & width per tables 1 thru 3. See sheets 6 7 and 8 for Design Pressures (DP), glass types, Sill type for Positive DP limits, applicable Standard or Heavy Duty parts and anchorage requirements. See sheet 10 for straight configured units and sheet 11 for comer units. Pockets & Egress requirements to be reviewed by Building official. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", 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. TERMINATIQN 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 # 15-1013.14 and consists of this page l and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Lshaq I. Chanda, P.E. NO No. 16-1129.03 MIAMIDADE COUNTY Expiration Date: Apri107, 2020 Approval Date: July 21, 2016 �tly`Ib Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files See below) 2. Drawing No. PGTO128 Rev B, titled "Series 670 Alum SGD-Non-Impact", sheets I thru 22 of 22, prepared by manufacturer, dated 02-02-14 and last revised on 06/08/16, signed and sealed by Lynn Miller, P.E. B. TESTS 1. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors (w/ TPS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports'No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E. 2. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-5979, FTL-5980, FTL- 5994, FTL-6002, FTL-6034 & FTL-6035, dated 08/10/09, all signed & sealed by Julio Gonzales, P.E. (All above test reports submitted under files # 14-0123.11, #11-1018.17/#09-0826.13) 2. Reference Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 Along w/ marked -up drawings and installation diagram of Aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Reports NoFTL-7554, dated 11/01/13, signed & sealed by Marlin D. Brinson, RE (This file has addendum letter dated 08/14/14 & marked -up drawings dated 08/19/14 & revised interior astragal marked -up Dwgs dated 11-11-13, all issued by Fenestration Testing 3. Additional REF supporting test # FTL 5254, FTL 5980, FTL 5987 and ATI72138.01-401-18. 4. Additional, Reference Fixed window test report FTL-7897 (cardinal spacer) per TAS 201, 202 & 203-94, issued by Fenestration Testing lab (Test report submitted under file #15-0430.08). C. CALCULATIONS (submitted under file 414-0123.11) 1. Anchor verification and comparative analysis dated 03/18/14, 06/25/14 and last revised on 01/30/15, sheets 1 thru 67, prepared by PGT, signed and sealed by Lynn Miller, P. E. 2. Glazing complies with ASTME-1300-02, -04 & -09. Ishaq L Chanda, P.E. Product Control Examiner NOA No.16-0629.03 Expiration Date: April 07, 2020 Approval Date: July 21, 2016 E-1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1 None. F. STATEMENTS (submitted under file #14-0123.11) 1. Statement letter dated 10/08/15 of compliance to FBC 2014 (5" Edition) and "No financial interest", prepared by PGT, signed & sealed by Lynn Miller, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises # 15-1013.14, expiring April 07, 2020. 2. Test proposal # 16-0125 dated 03/09/16 approved by RER. 3. AAMA's Technical Paper for SGD & Bi-fold doors referenced to FBC 2014 (5' edition). 4. Test proposal dated 6/4/13 & 08/12/13 approved by Jaime Gascon, P.E. 5. Test proposals No(s) 09-0177, 0177-A, B & C approved by BCCO. Isbaq I. Chanda, P.E. Product Control Examiner NOA No.16-0629.03 Expiration Date: April 07, 2020 Approval Date: July 21, 2016 E-2 DOOR TABLE A: 'INCLUDING POCKETS & 90e/135e CORNERS GENERAL NOTES 1) GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET & GLAZING DETAILS ON SHEETS 4 & 5. 2) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM El300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El 300. 3) ANCHORAGE: THE 33-1/3 % STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6-14. 4) SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. 5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 8)REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NONS, ANSMAF&PA NDS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL. 7)THIS PRODUCT HAS BEEN DESIGNED &TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE, AS APPLICABLE. TEST REPORTS: FTL-5254, FTL-5979, FTL-5980, FTL-5987, FTL-5994, FTL-6002, FTL.6034, FTLS035, FTL-7554 AND ATI 72138.01-1401-18 Group Anchor Substrate Frarne Member Min. Edge Distance" Min Embedmers 1 1I0' EICP Ntmbbn Cexmm Imm. 2. a a 911V m 1' Id r ltrylmuled LMU. (ASTM Ce0) Jamb only 2-tlr 14/c GwQa CMU 1MC90,min.2kei rout) 2-11r ISl4' 2 1I1'Eko d109.S. CRtoFlea Cam s(min. 3.35 W) 18d'Si1VJamb 1' 1J1 Un.m CMU, (ASTM C90) Jamb oNY 2-11r 1-I/4' P.T. Sou mPire 9G=0.55 HeaN9lMJamb 1' 1.39V Commts(mm. 2.55 NMI WaWwl 1' 14IB' bec9n UlpmNed CMU S1M GA0 Jamb oN V 14/4' p12, 1M.,410 B.S. SMS. SMedslln) P.T. Soullem FM(5G=0.55) HeedI5ilVJamb 9I16' 1Jr Almnlnum, PWB lb' 7kedl.II.Mb YB' O.GW' Skei,A ' W.&SOVJamb Y6' 0050' 3 (m1nB.S. Steel Stud. A653 Gr. 33' Heedl90VJem0 YS• 0."51. 114-Eko t&B s.S. C A9gmt.' COnomte(min. 3M5 k$0 Hea0150VJemb 1-t/r 14ir um...CMU, (A$TM CA01 Jamb ardY r 1-1/4' (Loured CMU (ASTM GAO, M. 2 kel 9mutl Jamb bNy r 2' P.TSculbem Plre SG=0.55 HadISN/Jamb 1' 14Ur 4 R12, SteeISMS GS, (min. ll Nmedelln) P.T Soudkm Pine (9Ge0.55) HeaW510IJamb 911E 1A15• Alwnmum, 6063.TS' Heed1511/Jamb 810' 0.0N' SImI. A.- Head191MJemb y0' amour Steel SNd A553 Gr. 33' Haed/Sln/Amb Y5' 0.0151' MIN, OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. "P-HOOK INSTALLATION REQUIRES 2.693' MIN. EDGE DISTANCE, REFER TO SHEET 14 FOR ALL SPECIFIC P-HOOK REQUIREMENTS. ANCHOR NOTES 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. 3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2" THICK. PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2' THICK OR GREATER. 1X AND ZX BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL. 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, MAX. 1/4• THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 308 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. TeRI PR 9FF r1FTAll A r1N SHFFTR 4 A 5' Glass Description (Listed from E)m31ior to WNW) Type GLASS IIA 1/d'TEMPEREDGLASS GLAss+ MB' AIRSPACE+ L18' TEMPERED GLASS 11 1'I.G.:1/PTEMPERED GLASS+ 1?AIRSPACE + TIC TEMPERED GLASS CFAT.GFAGIH.R NOA DRAWING MAP SHEET GENERAL NOTES ............. I EXAMPLE CONFIGS.......... 2-3 GLAZING DETAILS ............ 4.5 ANCHORAGE ..................... 6-14 DESIGN PRESSURES....... 6-8 INSTALL DETAILS..............12-14 ELEVATIONS ..................... 15,16 PANEL / SILL TYPES......... 17 CROSS SECTIONS............ 16,19 PARTS LIST ....................... 20 EXTRUSIONS .................... 21.22 STANDARDS USED: e2014 FLORIDA BUILDING CODE (FBC), BTH EDITION -ASTM El30M9 -ANSIIAF&PA NDS-2012 FOR WOOD CONSTRUCTION eALUMINUM DESIGN MANUAL, ADM.2010 00AISIS100-WISZ2010 DESIGN PRESSURE RATING I MPACTRATING SEE TABLES 1,2830N NOTRATEDFORMISSILE SHEETS 6, T 80 IMPACT RESISTANCE GENERAL NOTES AND MAP SERIES 670ALUM. SGD-NON-IMPACT m ar 6maia Nis i s 22 PGT0128 = I s o.r'AL. 0 A. LYNN MILLER P.E. P.E.N U705 EXAMPLE CONFIGURATIONS MAX. UNIT WIDTH MAX. UNIT WIDTH NOM. PANEL WIDTH NOM.PANELWIDTH PER TABLES 1-3 PER TABLES 13 _i MAX,UNR 1a g� jYre MA%. UNIT HEIGHT PER TABLES I3 / t irr'2 4 HEIGHT PERTABLES 13 Pflel�T I NOM. PE MA) HE PER Ti NOM. PE MA) HE PER T1 WE (.1",LTS121 ae�Xt<71Ie7Xp fFm1 imL7 f k if7 m MAX. UNIT WIDTH 2-PANEL CONFIGURATIONS NOM. PANEL WIDTH PER TABLES 13 MAX. UNICVE HEIGHT i PER j TABLES I3 _ {E>'iR7atlik7� �K7 Illa- 1 iV IRS ikJ � m fE1�iD fE�® ti17 \[1 iFl tB7 w15 ink SUP+ - 5-PANEL CONFIGURATIONS !41}Ia}I�5 CERIOfApINTNTd➢ CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB - LOCATIONS USING DETAIL 'JW, 'Je. 'KW OR'Ke INSTALLATION. EXAMPLE: 9-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, p)000( OR'XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. �r 2) 90' & 135' CORNER CONFIGURATIONS CAN BE A COMBINATION IN OF ANY 2 STRAIGHT CONFIGURATIONS. B` 3) FOR NOM. PANEL WIDTH, SEE TABLES 13. "X'=OPERABLE PANEL, "O"= INOPERABLE PANEL, Pacer -per - POCKET F—DETAILLETTER `r J w = WOOD OR METAL INSTALLATION W'C=CONCRETE INSTALLATION L—SHEET NUMBER .UNIT WI7H--OLD T ��✓✓IDTH=NOM. PANEL WIDTH LO HF�IGHT=000RUNINIT HEI T 1.86� NEL {EIGHT=DOOR UNIT HEIGHT-1.666' NOM.PANEL PER TABLES 1-3 MAX.. UNIT HEIGHT PER TABLES 13 INSIDE f. SGD Q sue. I -I ROWCfaE'V69D �MIW wK1 YRat14 PocttEr ' L I — `r---' uek� / see N2. THS OTE SHM SHEET. �' c•'. • �JGEN�e'�. ;6� .� ^a. �= }_ A. 1LLER P.E. PER 0705 EXAMPLE! CONFIGURATIONS I MAX. TESTED UNIT WIDTH = NOM. I PE MA) HE 96"( � /S.14A�1i1i2aioT.lda �f[�7iC�iR7itlib7 iC>♦ik1 iFl Q'1 fFl iHl iRl {TJ i[I � fm(oJ imF7 m m m 6-PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT'I J/7 n HEIGHT 1 to PER TABLES 13 7-PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 13 MAX.. UNIT HEIGHT PER TABLES 1-3 ."MAUNT.al Rmzk3a T�TF7 A^.IIA i R�Q! mQ! iCl�FliC7iF)f�® R7 fFl Wil iN7 m iV ipl 8-PANEL CONFIGURATIONS CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL "JW ,'Jc", "Kw" OR'Kc' INSTALLATION. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. 2) 90- & 135" CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) FOR NOM, PANEL WIDTH, SEE TABLES 13. 'X' = OPERABLE PANEL. '0' = INOPERABLE PANEL, 'p- = POCKET DETAIL LETTER '= WOOD OR METAL INSTALLATION -c'=CONCRETE INSTALLATION LSHEET NUMBER DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT-10.125" PANEL HEIGHT = DOOR UNIT HEIGHT-1.866" PBOOV(:f REVISED aavPMK«IrNM1efloHN br0 �.x..w" /L-62J.03 npcaFww ncsnd .Ilt illrlrr:, .k�'' Na53i0S s/� SiA tLC osi A -ow L'� °i B A-LYNV FBBTIB P.E. JR OTlIN70 cs+r. cEdulx.�vnsse sc-, NTS 3 a22 PoT0123 GLAZING DETAILS (Gl & GIA) 3116" T GLASS 74 EXTERIOR 92 EXTERIOR ORX3 I OM 314" NOM. 4B�N GLASS GLASS BrrE rrE 78 EXTERIOR EXTERIOR 3/16- TEMPERED GLASS, TYPE G1 19-46f�;- 3 E= 1/4' T GLASS 74 EXTEMOR 62 31V NOM. GLASS C7. ill BETE /4" TEMPERED GL "4'V GLAZING NOTES: "T"=TEMPERED raro Ymw [T� GLAZING DETAILS QIFO�. SERIES 670 ALUM. SGD - NON -IMPACT t941)4�IW A. LY�N'N'Vl LL'E.K P.E. REA50705 NTS 4 • 22 PG T0128 B JR MW14 1' NOM. STRUCTURAL 3/16' T GLASS wanDESICCANT WRH DESICCANT 518' AIR SPACE 9/16' T GLASS EXT. GLASS a� n , 3/4'NON. ,,, KODISPACE GLASS 48G TPS BITE i 76 I V I.G. GLASS, TYPE G2 NOM. �1 f4' T GLASS 12' AIR SPACE 1/4' T GLASS E%TERIOR 314'NOM. GLASS SITE EX DURASEAL® SPACER tl4'NOW STRUCTURAL U-� —INT.GL/SS SUPER to SPACER'SNXT- SEAL ROLL-FORIA STAINLESS STEEL DINT. GLASS XL EDGE'" SPACER Pan# Desuipdon Material 124 Nunm 4SG TPS Spacer System 125 S1nug Quanex Super Spacer nXT with Hat Melt Butyl See this Sheet far 128 Ouanex Dumeal Mateda s 127 lCardInal XL Edge Spacer REFERENCE TEST REPORTS: FTI- 3717. BOSS & 8970 NOM. IRODI�Cf aBYliEO p ¢pPl)Y{�f0t {bM' s Wl �.L�.. M1..�. �IpT$pmbdf rttl 1- I.G. GLASS, TYPE G2A Tom:` o GLAZING NOTES: T=TEMPERED _- Luz eC JR 05/D5176 1=B ADDED SPACERS. N comma GLAZING DETAILS ' , C.;....FLORRa'�G;' SERIES 670ALUM. SGD-NON--IMPACT ''FSS]ONAt-, , ••• �•- rwrywo-lms KnE aa'xurx. e.'s.ve a ACVRE I' n55 P.E 6G5610 ArTS 5 -22 PGT012a _ B asap aeeM Design Pressure(DP) and AnchorGuentilles Required, (for ag approved eonfiguralions on Sheets 2 & 3) Forcamaesterel anchorage an 91V Or 135- cvrerunM1s, see sheet 11 Title e0plos to all0less Dryes am OoorUlk[.i9N � & the Stile/Asaegal typos shavn below. P.Mve (•) W elsy be 1.40 by Table lA / 73-7/B` OL la-InsOLO 'DLO AorGmup uh Anchor Omlm Q. mop oW mup 1 2 3 4 1 2 3 4 1 - 4 2 3 1 2 3 1 Dooka pausrs .0.0/-121.1 •B00/-fA +90.0/-1f00 +800/-f029 21' IT 0U) i HeadSW Jere GM 8 1G•1 GH G+1 8 8 0 G+1 G•1 C4H GN B 6 8 0 GN 0 GH 8L GH G+1 6 6 C4+1 G+I 0 8 CNI GH 0 8 P-hmk 6-i 8•T 6•) ON 7-8 1+8 T+8 7+8 7+8 7+8 7+B 7-8 7.0 7+8 T+8 TTB reason Pressure •W..0/-1083 +900/-100.2 +90.0/4`2.I +Bd31d 3 23` Hassled G•1 G•1 G•1 G+1 G+I G•1 GN GH G•1 G+1 C4+1 G+1 C4+1 G+1 G+1 G•1 w I00 Joao 8 B 8 8 8 8 a 1 0 8 a 8 1 a 0 8 0 PJlmk B+] ON 6N B+i ]+0 1+B AB 7.8 ]+8 7+8 7+6 7-8 7+0 Des "Fau"one +900/402.9 +0..31473 •80.0/AO +19.81-719 9' Ha09Jl G.1 G+1 G+2 G•2 GM G•1 C4.1 G+1 G+1 G.i C/+1 1 C4+1 G+1 G+1 G.1 �, aarD 0 0 B 8 8 0 e B B e e 9 B 8 0 P-hook 8+] 077 0•] 91 '1.8 7+8 7+8 7+8 7+8 T+8 T+8 T• T+8 7+0 1+8 7.8 0e nPmre ssu +81)/-817 +78.4/-]84 i 35. Hess/8111 CP2 G✓2 G+2 G•2 G•2 G•2 CI.2 G+2 G•1 G+1 G+2 C4+2 I GM 04+1 C1+2 N42 �- 010 Jere 8 8 0 a 0 e B 5 B 0 8 9 e e 0 P-hook 6.7 6+7 8-7 6+7 7-8 7-8 AB 7+8 7+8 7+8 7+8 7+8 7+8 A8 Cast P,assure +7).f/-77f N2a/-72 "1+6a0/6p 4 Heedl0gl G•2 G@ G+2 G+2 C4+2 G•2 G•2 G+2 G•2 Gl 2 G@ G+2 2 C1.2 C 2 G+2 �- 0 .bore e I 8 1 8 1 B 6 0 8 8 0 8 8 8 8 8 8 P-hmk BN 6H 0+T 8•] ]+B T+0 NB T•B h8 NB ]+8 ]+B T• 7.0 7+0 7+8 pas nPrsae0re +726/d20 +674/d7.4 +d10/Ll 47' HeeWBiil G•2 G@ G+2 C4✓2 C4+2 C4+2 G.2 G+2 14+2 G•2 CA+2 G+2 G+2 G+2 G+2 DI-2OLO 'Joao B 1 a 8 a 1 8. 8 I B 8 6 a a 8 8 0 8 8 P-hook 0-7 1 6+T B+] eNI +B 1+0 1+8 ]+0 h8 )+B T•6 h0 Aa ]+0 T•8 7+6 pes'nPmsaure +031/d91 +&0/-6r +518/-5T6 +60.6/d06 53' HeaN$Ill G+2 G•2 G•3 G+3 G+2 G+2 G+3 G•3 G+2 G•2 C4+2 G•2 G+2 C4+2 C 2 C4+2 Ito �Bmb 0 8 9 0 B B 8 0 0 8 8 8 e 8 0 8 P41mk 0•T 6N 8+7 0+T T+B Y0 7+8 T+8 7+8 7-8 ]•a 7-8 AB 7+8 7+8 7+8 FOR EXAMPLE ON USING TABLE, SEE SHEET 7. DLO WIDTH = NOM. PANEL WIDTH .7' DLO HEIGHT = DOOR UNIT HEIGHT - 10.125' SHI Heightto Max. (+) DP (Water Infiltrallon Rating) Sill Riser Heigh (+) Design (Plata Box, see Pressure, ps/ Sheet 17) F 3 Low-2-1/Y +48,6] Medium-&1/4' .E0.0 High-4' OH LENGTH OH RATIO= OH LENGTH w IY OH HEIGHT x 8I OH RATIO a 1 O � l SEE NOTES 13 SEE NOTE 3 0TES: 1) OSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE a SILL. ) WHEN USING THE 2-1/2' SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4' SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4' SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A, 13) 4', 3.1/4' AND 2.1/2- SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS JTHE 1-1/2' SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 30-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866" n+P MenO DA0Tn1K4PMS1nM15 A Kin SHEETS 1 A A 19 PnP ARRFMRI VnPTAIIR ..._.Interlock.._ P-hook lockstie C7lamb StraightAstragalStraiLoclosght Assembly ie@ Straight Astragal 90ssroobly Assembly Lockstile@ 90'Astragal 13 ssemblgal Assembly Loc Astragal 135'Astragal Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Standard Astragal Outside Cal. Outside Inside Comer - 6 ^''�� pp�� C}�J Corner Inside Inside Corner I I Comer Outside Corner Part NO(x2) Part a60 PaR p60 Part p60 (Stle) part g6](As[regal) Part 960 Part"I (Stile) Parta11B (Corner part g119 (Ou[.) part p120 (In.) Partp61(Stile) Parts e3l&q32 Part p63 Receiver) (Corn.&Fxd Mount) SG X670 I wrs 1 6 d zz I Pmve Design Pieeeun (DP) and Anchor Duandeee Required, (for o9 approved eonRauradons on eheefa 28 ]) rweoma, a issel wcb,ega w m• rt 13V 1-1 wne..ae Ywl II NprlkillM M utl es Te,. Ppike roes mass Ir Pa,ea' w for its, I fl♦' I JeStINftrao l apse alwn eo-rre• ao s /C M. al- le• -'w Mot +6111e' out, + /G betas. Pmaiw(•)DP met be +yyp A mW omi,p pipq nt rc rc UmW omatlg9mas. ♦ a ♦ I 2 3 a 1 z ] / t z 3 PreasuN •fool-rwa .m. n+3La . 0 - . - o . a/nM, • 0/49.0 •fool-aza .ena/dn0 1T Hosighl GH CNl G•1 fM1 GH U•1 GN GN CNt GN GH GN GN GH CNI G•1 UH G•I eN1 GN .1 040 e ' .1 G•1 U•1 U•t b•1 Gtl G•1 CNI G•1 x♦, tlA En hme e B e e 6 e e e e 0 e e e e B e 10 10 l0 +0 10 10 10 10 to la l0 +o m m m 10 e r 7.6 r.e 7.8 ne r.e r.e »e ne >.e 1+0 ne ne r.e r.e na aw B.a ew e.e e.9 e.2 ..a Bw e•m a10 w1a ea0 eao a•m at0 9.10 Dense P,peNe •m0/-fa/.B +.a/-/e3.0 .920/-1329 .9aolmsa •fool-105.9 K0.0/-aa.1 .m.0, .l., •BLBJ-0]A '1T IbdeO CNt C5.1 C]•3 CNS U•t CS•1 CS•x CS•z C5.1 GS•1 • C6.1 GM1 GM1 U•1 CYt •1 U+I LG•1 n•1 G.1 C5.1 .1 Ce+l G• 1 n•1 C5•t n.t n•1 G.1 CNI G.1 fo, OLD 6 0 to 9 e e 10 e e e m e e 6 al a to 10 +a +o m I0 m l0 1a m 10 to f0 m to +a Jame PJM r.. I .a I e-s I gwui 7.5 i 519 i a•9 i ew 0•a C.a e.9 ere $.a a•a a+. Bw aHo wto w+0 0.10 a•to 9.10 am w10 "Dean Reath . 01-1239 .mo/.114♦ •91on/o0.r •m.1-nx, •m.o/4/w •axaldia .sno/.ett0 .1131,13 F nesisu .2 CS•z G.x ex.x GHx nu n.x eNx CH: e 2 U.x GMx 05•1 CB.+ n.: n•2 GMI n.I a.z U.x row a.+ n.1 n•1 CNt l'.5.1 n.l CS•1 CNI Ca.t e5•I C0 or OLO JurD e e 1l1 a e a to e a e +o e e a to a 10 10 Ia m m m 10 10 10 to 10 ID +0 ID 1 fa to Picot xs h9 ew e•o 7-8w1D a e•9 e•a 8.9 715 a+a B 9 rite r.e B.o B•9 a.9 e 9 e•9 ew e.9 b.9 B.o 0•e M9 wta wto w10 w10 a1D alo a•+o (6r/w Pno. .W.a ...... .9ao1-104.4 .0.0/.14 wvel2r.e w1.a1 L .rxnaxr .rae/-ro.! .Enel4aa w INdsO GMz GM2 U.a CHx G+x CNz ca•x c5•x CS•a CNa nw nw U.: (6.z CMx G.x U.i n.a n.x a.a CN2 CS•z �z nw C5+1 ci•1 U.x n•z CN+ c5.1 oNx Gw 47 0.o Lmp e e +o a e e tB e e e to a 6 a l9 s 1B tB +o tB +0 10 10 10 +0 10 +p fp la to +o +o g vJYJO »9 ew aw O.v ne ew N9 a+o r.e e•e e.a ere r.e B•a e.0 e•e e.e e.o are e.a ew fi.9 a+9 e.9 a10 B++o 9.+0 6•to Bao 9.1. w10 We pn�Pnvue .foal-1029 •MQ14a. .62a/A.3 .M.,n-N.0 w1e/-ne .ene/dse .w.olSG,l +eaa/i0.a sL' ♦r IYsasD U•z n.x e5.] ua n.z e5.2 ..2 G•x en•i ®.a G•x G•x Gw CHa CNa G•x U.: q.x n•: G•3 a.: GNz eHz GGz CHz Gn' x GNx eMx G.x G.z e5.x e5.x RO Jamb e 0 10 0 B B 10 B e B to B B a 10 a 10 10 10 10 10 10 fo 10 f0 10 10 10 10 f0 10 10 P r.e ew e.e e.v r•a e.v e.9 e.v r.e e.e e.v e.v a we e.v e e e.vI a.. ew I ..e Ie.vI e.v e.v e.fo v.+o a+o w+o v.lo 0.10 w+a a+a Me Ptwne 'no..nz/-na •a9,al-09.e wzal-0ve two G•x Gw GN C5.] Gw G.3 n+l +R G+1 G+a G•x Ce•] G.a G•3 CN3 n•x as.4T IXA AftB 0 e B a 0 B 0 0 B B 0 0 B B B Not available in these sizes Plena a.7 r.e T.e 1.. r•e »e ae r•e r+e 7•e ne r.e rw r•e r.a 7.0 J1ua5M Pmuun ace/a9.a axe/ax3 we.a/.eno .BO.o/ a xT 1bW611 fM3 Gw Uw CS•3 G+3 G•] C5.] n•3 C43 G•3 n.] GN G4 Gw n• CN3 uD Jamb a e e e a e s a B e B e e e e e PJu1a 9.1 na ne A r.B 7.0 na »0 7.e r.0 r.e na ne r.a ne 7.e U = EXAMPLE ON SHEET 9 ._ __.. _....__ __.. _ - . ___. �.. �.,��.. .........�..... ..... r..•, ,... ew eueeve m o m eno onoTnlU.l IolnMe enln s.cPl 1. R 10 loon ARRFMRI Y nFTAII S. me FwLLvmim u m ice u no � Straight Astragal LacksDle@ 90-Astragal Lockstlle@ 135'Astragal LmIntile@ Interlock P-hook Lockstile Jamb Assembly Straight Astragal Assembly 90'Astragal Assembly 135-Astragal Heiv utystiles Heavy -a Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavyduty Stile Heavy-duty Stile Heavy-duty5tlle Standard Astragal Outside Corner„ . Outside Inside Corner jj!�r 63=4 gzl_{L:J -I Corner Insltle �� Insider Oorner InSlde Comer I Corner Part d61(x2) Part461 Parta61 Part e61(Stlle) Penn (Astragal) part #61 Part N61 (SDIe) Part dllg(Corner Partd119 (Out) part g120 (In.) Part p61 (Stllel Pare-31 g. e32 Partp61 Receiver) (Corn.8FAd Mount) NOTES: 1)POSRIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 4' SILL. 2) WHEN USING THE 2-12' SILL. POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4' SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4' SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRES. UNCHANGED). SEE TABLE 2A. 3) 4', 7-1/4' AND 2-1/2- SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-12' SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM): THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FED EGRESS REQUIREMENTS WHEN REQUIRED. OH RATIO = OH LENGTH 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. OH HEIGHT f2Rr. oPAurRAmme ar�eDu I NTS1 7 1� OR LENGTH l- it OH RATIO Z 1 SEE NOTE WIMPACT neap PGM128 awl C IA Sill Height to Max. (+) DP (Water Infiltration Rating) Sill Poser Height I-) Design (Flat a Box see Pressure. Pet Sheet 1T) Flush -1-1/Y see We 1ow-2.1/2• +4d.67 Medium-517- +60.0 High a- .90.0 SEE NOTES 1-3 DLO WIDTH = NOM. PANEL WIDTH -7' DLO HEIGHT = DOOR UNIT HEIGHT-10.125' PANEL HEIGHT - DOOR UNIT HEIGHT -1,866' eROOUC f RWIgED +aaPbin9lelU Ib PIor10♦ MY4x9Gb EapLef� . �rocz e e (toma�ae•LMM rtcseel ItI"'I *ill.. ,I'` A.LYHNMILLERP.E. Res 58705 rem cm TABLE 3A Design Pressure (DP) and Anchor Quantides Required, (for all approved configurations on Sheets 2 & 3) For un erentragel anchors, on 80-er 135- wirer unite, see attest 11 Table applies to all Gass "a aM Me Stle/Astragal types shwm bskrs. Posiths (+) DP may be limited by Talks 3A. 80' Door IhaI Relght w SKY 69.71a' OLD ]1i/e' OLO iP11B' DLO / FUEN- rYpe Are r Anolmr Type Awlnr TY 1 2 3 4 1 2 3 / 1 2 3 4 1 1 2 3 1 4 Dss nP,vsam + + 1T' Retail 04+1 01+1 04.1 C4+1 G.1 C4+1 C1+1 Cq.1 Gat G+1 C4H C4+1 GH Gat C4+1 CA+1 24' DLO Jamb a 8 8 B B 1 8_1 B 1 8 8 1 B 1 B 1 8 B B B B Plink 6+T 7.8 7.8 7+8 T+B NB 7+8 T+B 7+8 7-8 7-8 7+8 A Al T+0 7+0 Design Pressure +&1.0/459.5 +80.0/-f60.J +80.0/-13a2 -0.01-128 23' I HevdJSl11 C5+2 CSa2 C6+2 08+2 C5+2 C5+2 C8.2 Ca+2 C5+1 CS«1 C 2 03+2 C5+1 C5+1 C6+1 C8+2 MCI Jamb B B 10 B B B 10 B 8 B 10 8 a B 10 B PZk 8+B 9+10 9H0 9.10 B+B B+to BN0 8.10 8+9 9+10 9.10 9+10 8.9 9.10 9.10 9+10 Des nPmaswe +900/-f39.4 +90.0/-f90.9 +Pa0/-120 .9ao/-1f0.6 Haml. 46a2 CS+2 C6+2 09+3 C5+2 C5+2 C8+2 X+2 a 2 CS+2 C8.2 09.3 CJ+2 C5+2 CBa2 CB+z 36'1. DLO I amb 8 1 8 10 B B 9 1 10 B B e 1 10 a 9 a 10 a 3 P41wk B+8 9+10 9+10 9.10 B+B 8.10 9+10 9«10 B+9 BHO 8+10 9.10 B.B 9+10 B+ID Ball Design Preaaw •90.0 /-1215 1 .90,01-117.6 +WXI-707.3 .80.0/A8.7 1. Haa sul C5.2 C5+2 C6+2 08+2 C5+2 C6«2 06+2 CS-2 C5+2 C6+2 LB•2 C8+2 C5+2 C6+2 CS*2 C0+2 o. 47 DLO Jamb B 8 to a 8 B 10 B B B 10 e B .7 10 B P41ook 8+9 9+10 9.10 B+1O B+B 8+10 B+10 BHo 0+9 9.10 8.10 B•10 6+B 9, 8+10 9.10 Design Prersura +90.0/-It&? +Po.0/-108 -W..0/lfi2 +90.0/AO at- HeadlSill C5.3 C5+3 C8+3 C8.3 C5.2 C5+2 CB+9 U-3 C5+2 05+2 CB+2 CB+2 CS+2 C5+2 00+2 C6+2 4r DLO Jamb B e 10 8 e a 10 e I 8 I 8 i i 010 B Plonk B+9 B•10 BaID 8.10 8+9 9.1 1 A. 910a10 wall 889 9Ha0 g1 8.10 Design Pass. .83/d3 .71.21.17.2 +698/E9,E .a..6/428 4r 1leadlalll Cd+2 G+2 C5+] C5.3 G+2 G+2 CS.2 C5.2 CI.F G 2 C5+2 05+2 C4+2 G+2 C4.2 G+2 DLO uema 8 8 8 B 8 a a B 8 8 a a a B 1 a 8 Plonk B+T 7+B 1+8 AB 7+8 ]•B 7+8 7+8 7+e 7.8 7+8 . 7+8 7-8 7-8 7-6 Desgn Pmsaura.M.3/-7a3 +60/dlt +59 -6g HeaWSill C4+3 C4.3 C5+3 C6+3 CA.3 C4a3 C5.3 C5+3 C4+2 CM2 C5+3 G5.3 C4+2 C4«2 C6.2 G+2 DLO I Jamb 1 8 0 B B e B 8 B a 8 8 B e 0 8 8 RMok eq NB ,- ].8 7+6 7.0 7+6 7-8 TB NB 7+B 7•B 7.8 7aa 1 7+9 1 7+8 FOR EXAMPLE ON USING TABLE, SEE SHEEI 7. OLD WIDTH -NOM. PANEL WIDTH -7' CLO HEIGHT = DOOR UNIT HEIGHT - 10.126- Sill Height to Max. (+) DP (Water Infieratlon Rating) Heigh («)pasignox, see Pressure, isr 17)1.1J2' j sea mte3-12' *d8.8]3-1/4• -Son4' +W-0 SEE NOTES l:i OR LENGTH ON RATIO 21 OH RATIO = OH LENGTH OH HEIGHT NOTES: 1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4' SILL. 2) WHEN USING THE 2-1/2' SILL, POSITIVE WATER DP IS 46.67 PSF MAX WHEN USING THE 3-1/4' SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4• SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A. 3)4-.3-1/4- AND 2-12' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-12' SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 6) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED, PANEL HEIGHT - DOOR UNIT H EIGHT - 1.866' 11111I... 1llel...I CYCCTC 1P E 10 Lr . aoCFUctl V r1FTL11 C Interlock P-hook Lockstile @ Jamb Straightastragal Assembly Lockstie@ Straight Astragal 90'Astraga1 Assembly LocksBle@ 90'Astragal 135-Astragal Assembly Lockslile@ 135'Asuagal Heavy-duty Stlles Heald -duty Stile HeawduryStile Heald-dutyStlle Heavy-Cutystile Heavy-duty Stile Heavy-duty Stile Heavy-dutyStlle Heavy -deny Stile Heavy-duty Astragal outside [ �L-f1` Insdefomer'I I Outsltle Corner Insides Comer Insl e Carne Outside Comer Part 961(x2) Pan 461 Part 461 an U68 ((Stile) Part 868 (Astragal Pan 861 Part U118(Corner Receiver) Part 9120(O.) Part p120 pn.) pertts e31(&tp32 (Corn. & Fad Mount) Parte61 rt7rr. WAtifximms I Banano�NTS 1 8 • 221PGT0128�woano�NTS 1 8 . 221PGTl :T H0`r F1,.. 59-6- C( -F , /L A. LYNN MILLER P E. RE R Sans �Im NO FRAME '7+8" P-HOOK ANCHORAGE CONSISTS OF: SEE JAMS (7) P4100K ANCHORS, SPLICE REQUIRED@ (PERPENDICULAR TO GLASS NOTE, EXTERIOR PLANE) SEE TABLE 2, SHEET THIS POCKETS AND SHEET SEE POCKET (8)P-HOOK ........ JAMB MOUNTING i INSTALLATION, ADAPTER 8"MAX THIS SHEET ANCHORS MIDWAY 1 &SHEET I4 BETWEEN P-HOOK I i ANCHORS &AT 3" 1 FROM TOP& iA JI{I—®i BOTTOM i ta• 1p> MAX. 4.051" ''"MAX. TO OPENING 1„g 24- MA O.C. 24" MA O.C. F- 60" NOM. PANEL WIDTH aIF- EXTERIOR SEE -05" CLUSTER MAX. UNIT WIDTH '— SEE'C5' CLUSTER DETAILS, DETAILS, SHEET 10 FOR REQUIRES'C&" SHEET 10 FOR INTERLOCK INTERLOCK 60"CLUSTER,SEE \ +I NE WID DETAILS, SHEET II / PANEL WIDTH � i 0YA =FRAME ANCHORS 96" o UNIT 14-MAX.O.C. ("I m=P-HOOK HEIGH EDGEPOCKET SEE Ioc I® �o} I Z ANCHORS INSTALLATION i j z DETAILS'Jc'&'Kd, fmE D 1RD=p-HOOK ENDPANEL SHEET I4&PART i.t�®� ICI MOUNTING -ANCHORAGE DETAILS'-/'&W, I�i 1 j 1 r 3'MAx.. ADAPTER (2 ANCHORS) SHEET 19 FOR 1, -�--1®1 o11—iL ANCHORS P-HOOK ------ ANCHORS6•MAX. _ AN END PANEL ,� * x x ANCHORAGE *x* ANC MOE (SEE SKETCH SELONA *�2 xx2 x +2 CENTERLINE S'�-TT'E. ANCHORAGE ANCHORAGE ANCHORAGE OF PANEL 1 2.04' EXAMPLE 5-PANEL 2 TRACK 90' OUTSIDE CORNER - oXX/XXO - EXi. MOUNT POCKET ANCHORAGE PLAN: 60' x 96" NOM. PANELS, ANCHOR GROUP 3 IN CONCRETE SUBSTRATE (SEE TABLE 2, SHEET 7) ANCHORAGE EXAMPLE NOTES: 1) APPROVED ANCHORS: SEE TABLE A SHEET 1 2) ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES I-3 SHEETS 6-8: L CENTERLINEOF HEAD & SILL: 8" MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM 21" INTERLOCK APPROPRIATE TABLES, SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER MAX. SEE'C5" CLUSTER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE O.C. 'DETAILS, SHEET 10 ANCHORS PER PANEL, ADDITIONAL ANCHORS 24" O.C. MAXIMUM. FOR INTERLOCK ANCHORS AT THE D.C. MIDPOI NT OF TANCETO PANTHE NE TANCHARE Y [ f ".2" ANCHORAGE REQUIRECLUSTER IS OVER E O.C. OTHERWISE ANCHORS ARE NOT CLUSTER IS OVER 24", OTHERWISE ANCHORS ARE NOT 6' MAX REQUIRED AS PER THE FIGURE AT RIGHT: 1. 11JAMBS 14"MAX ANCHOR YT CENTERLINE JAMBS & P-HOOKS: 6 MAX. FROM BOTTOM, 21 MAX. ANCHOR PAIR O.C. ( ). 2-TRACK OF PANEL D.C. (P-NOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS M. SEE FRATRACK MEJAMS P-HOOK ANCHOR DETAILS ON SHEET 14. ANCHOR PAIR "+T ANCHORAGE REQUIRES SEE CS CLUSTER END PANEL CENTERLINE CENTERLINE "08' CLUSTER, SEE DETAILS, SHEET 10 OF ANCHORAGE DETAILS, SHEET 11 __OF FOR ASTRAGAL I~ (2 ANCHORS) 8• INTERLOCK ASTRAGAL 4.051" I 3.5' I MA7. X' •—" I�CENTERLINE '.TANCHORAGE-/ I---QFPANELIN "*2"ANCHORAGE—/ I-=—CENTERLISE OF PANEL 3OF HEET 11 FOR OTHER INTERMEDIATE ANCHORS SEE'C5'CLUSTER DETAILS, SHEET 10 FOR ASTRAGAL - 24' MAX. O.C. 4 PAIRS OF * ANCHORS Y1•MAX (TOTALS o.G ANCHORS) PER JAMB (SEEJAx MB DETAIL DETAIL BELOW) ✓END PANEL 6'MAX ANCHORAGE(SEE SKETCH SELOWI ANCHORAGE SPLICE NOTE: NON-STRUCTURAL ANCHORS MAY BE ADDED AS NEEDED TO ALIGN THE OR HEAD OR SILL IFA SPLICE ' OCCURS AT THE P-HOOK. i 1 6�� Ib ..+,- _ 6 v.. Pr' :::R1ep.. A. LYNNMIL P.E. P7 Oillii'14 L ..m*AVMIIB:B I ��® I &GDBT1 I NT*'JI 9 w22 1 POT0128 1 B I PEA59I05 AST 8' DIAG. RACAL OR (..SPLICE LOCATION INTERLOCKIF NEEDED ASTRAGAL OR I (FOR SPLICE INTERLOCK�I CONDITION, USE SPLICE LOCATION INTERLOCK I EDED .04' 20 ^ CENTERLINE CENTERLINE •C6'CLUSTERDE7 [j/ CENTERLINE 3.5" 1.7 EXTERIOR 6" DIAG. 1'.75' 7 3.5' 21" 2.04' ^DIAG MAX- IXTERIO 2.04• 2.04' .04' 21" 5.64" AX, IOR 3.5' ]� IXTE OR 4'DIAG. EXTERIOR 7° 3.5' O. . �I T 6 V 2- ME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 5.64' Cfi? ASTRAGAL OR INTERLOCK (al ASTRAGAL OR INTERLOCK ASTRAGAL OR INTERLOCK &TRACK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER E WHERE 6 CLUSTER F "MAX. ANCHORS ARE REQUIRED,'C4') CHORS ARE REQUIRED, 'CS-) ANCHOR C6') ANC PAIR TRACK ASTRA SPLICE LO N ASTRAGAL OR ERLOCK IF NEEDED INTERLOCK DITION, USE A SPLICE LOCATION INTERLOCK 6'DIAG. RAMEJAMB ANCHOR PAIR CENTERLINE I CENT 'C6' CL ETAIL) NEEDED CENTERLINE 2.0 IXTeRIOR 3.5' f 3.5" -- 7• ANCHO MAY STALLED 21' EITHER THE EXX T.. R INT. o 2.04" I 4" DIAG. MAX. I TRACK (NT. SHOW 4.08' 4.08' O.C. I I 2.04' 5.64' NO S: 4"DIAG. A 1.D ENSIGNS SHOWN E ERIOR 7" RI R ExreRIOR 3,5" 7 ARE ED ON MIN. ,11, Fn7 V 3.5" 8" Mom' A WE 3-TRACK FRAME HEAD/51 `� 3-TRACK FRAME HEAD/SILL ASTRAGAL OR INTERLOCK 3- LL Cd ASTRAGAL OR INTERLOCK . FOR HEA SILL SPLICE LOCATIONS/ANC STRAGAL OR INT OCK (US CLUSTER 114,SE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER 3- CKFRAMEJAMS ANCHORS ARE REQUIRED, "04') ANCH RE REQUIRED. "C5" ANCHORS ARE REQUIRED, "C6") ANCHOR PAIR P-HOOK SEE SHEET 9. ASTRAGAL OR SPLICE LOCATION ASTRAGAL (FOR E AS OR OR SPLICE FOR SPLICED CONDITIONS ONLY: vneo - IMERLOCK--I IF NEEDED IN OCK TERLOCK� CO TION, DO NOT .. ro,.P�yUe�Re ale Flae4c CONDITION, E TERLINE CENTERLINE USE THIS DETAIL ) SPLICE LOCATION uwein tO� CENTERLINE 'C6"CLUSTER TAIL) IFNEEDED A...p..c. No/l- z .p nl 5 3 -- 1.75" 3.5" — 3.5" w,< y/o7 zt q[`pEar A4�I 2.04" 4" DIAG. 2,04" 4' DIAG. .04" 2.04' 5,37"DIAG. 4"DIAG. 4 4" DIAG. 2.04' EXTEnRIOR IXT�E'TIOR IXn [OR 3.5"( V 4-TRACK FRAME HEADISILL V 4-TRACK FRAME HEADISILL V 4-TRA FRAME HEAD/SILL p ASTRAGAL OR INTERLOCK ASTRAGAL OR INTERLOCK GAL ORINTERLOCK '"=3'n' - (USE WHERE 4 CLUSTER SE WHERE 5 CLUSTE (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6•) _ " ANCHORS ARE REQUIRED, "C4') ANCH E REO ,'C5') WITH & WITHOUT SPLICE CONDITION .0 � : -�� , 6 $I L .` a. ,,,,,,,,, r4rvT[cRMxoavaRrvE ANCHORAGE, EXAMPLE CLUSTERS N VFINCE ft 9l1)5 t G• om (&ryeeo-+4m SERIES B70 ALUM. SGD-NON-IMPACT ,�• 6nre �nniu Rn[M LY4 fFAT.6AlTI. f19A9 ® _ SOP6)a _ NTS e,"se' I"fO u 22 P(f-7(lf2E B A. LVNN MILLER P.E. PEp5Wa5 INTERIOR 2.04f " NERIWRIO a DwG. 6.12" ARo- 6.12" /I2.0 INTERIOR 9 EXTERIOR 2.04' EXTERIOR 90°CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4•) 4.08° 6.12• � 3 a. z.oa• J IF� r EXTERIOR 80"CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED, •C6") NTERIOR 3.5' INTERIOR 7" 1 C 4.08" 2.04" --� INTERIOR 8.94• 3.5" 1' /'/ tt• 2.04° -J EXTERIOR ] 4" 135° CORRN„ER 2-TRACK FRAME HEAD/SILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED.'2D INTEflIDR 4.08' 7.41" EXTERIOR ° /l. EXTERIOR 7" �•.� 4 7" 90- CORNER 135° CORNER 3-TRACK FRAME HEADISILL 3-TRACK FRAME HEAD/SILL ("C6'ANCHOR CLUSTER REQUIRED (°OB" ANCHOR CLUSTER REOUII AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) IMERIOR 6.12" INTERIOR 2.04' 4. EXTERIOR 5.88' INTERIOR IR a 3.5' 735° 6.12" 4. DIAG. --� � 3.5' 4• Y EXTERIOR 7" EXTERIOR 90° CORNER 135° CORNER 4-TRACK FRAME HEADISILL 4-TRACK FRAME HFAD/SILL ("CW ANCHOR CLUSTER REQUIRED ('C8' ANCHOR CLUSTER REQUIF AT ALL 4TRACK CORNERS) AT ALL 4-TRACK CORNERS) VENILETL9 mn OFAMRI 3.5• 2.04''J� 7" 4'/ 8.94° 135` CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED, "CW) +1'ANCHOR N%TERIOR CENTERLINE 4 OFPANEL INTERIOR ON "+2'ANCHOR EXTERIOR ALL VIEWS V 4- DIAG. 2,04' 2" 3.5' CENTERLINE OFPANEL 04" "+3"ANCHOR 4.08' ExTERIOR 204, CENTERLINE —OF PANEL 4-TRACK FRAME HEADISILL INTERMEDIATE ANCHOR LAYOUT (3-TRACK SIMILAR) 11 s 22 PGT0128 NOTES: T. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE IDENTICAL DIAG. FOR EXTERIOR OR INTERIOR r CORNER CONFIGURATIONS. EMMOR •+1' ANCHOR CENTERLINE OF PANEL "+2' ANCHOR 2.04' 4^DIAG. 3.5 CENTERLINE r "'PANEL •e3"ANCHOR 2.W' 4"DIAG. w 3.5' T' CENTERLINE �OFPRNEl 2-TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT - [uaPlYlo¢wiI4 Js FbMt RwlitE l"idt A[[ry1xR No �i-06Z$-6'3 nri.rix am 4l'�/�i WWI,, Cme V Nl, ild" ' i( A. LYNN Mltl P.E. REA 58M5 INSTALLATION DETAILS DTABLE A. SHEET I EMB*EDGE EMBEDMENT: SEE TABLE A, SHEET I ISTANCE: MIN. OF 3 THREADS BEYOND DISTANCE: KE A, SHEET 1EDGE DISTANCE: THE METAL SUBSTRATE SEE TA SHEETI SEE TABLE A, SHEETI 2-1/ °1/4" 2-1/16" 2-1/i6"• NOTES: ExreRIOR 1/4° 1/q" 1. ALL DIMENSIONS MAX. ��{ E�0.10 MAX. SHIM EXT� R MAX. SHOWN ARE BASED SHIM ON MIN. ALLOWED. '(SHIM EMBEDrENT:: i a 7 2. METAL OR WOOD SEE TA JJ 1 SUBSTRATES MAYBE USED FOR ALL FRAME S 2X WOOD WOODANCHORTYP., TYPES 2X WOOD WOODANCHORTYP., METAL TYP., SMS ANCHOR TYP., PER TARE A. SHEET 1. TEE ANCHOR SEE ANCHOR NOTES TYP., SEE ANCHOR SEE ANCHOR NOTES SEEANCHOR SEE ANCHOR NOTES NO &TABLE A, SHEET NOTE HEET 1 NOTE 3, SHEET &TABLE A, SHEET NOTE 4, SHEET &TABLE A, SHEET 2-TRACK FRAME HEAD FRAME HEAD 4-TRACK FRAME HEAD ' DIAGONAL O.C. IS MIN 4" (HEAD & SILL) w OD INSTAL I ATIO WOOD INSTALLATION Bw WOOD INSTALLATION Cw METAL INSTALLATION OR 6" (JAMB) SEE WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS, SHEETS I0&11. SEE ANCHOR NOTES TYP., SEE ANCHOR & TABLE A, SHEET 1 NOTE 3, SHEET 1 SEE ANCHOR NOTES TYP., SEE ANCHOR SEE & TABLE A, SHEET 1 NOTE 3, SHEETI SEE ANCHOR NOTES SEEANCHOR SEE & TABBLL-E9 A, SHEET I NOTEj4, I SEEANCHONOTE 5, SHEET ANCHOR NOTE 5, ANCHOR NOTE 5, D W d )J m ISHEEEET "y T1 E METAL SUBS RATEBEYOND 1(1/4'MAX.) SHEET I SHEET (1/4' MAX) -L (1/4" MA%.J T EXTERIOR _ EXTERIOR — EXTERIOR 1 2-1/16" �2_1116" DOE DISTANCE: EDGE DISTANCE: SEE LEA, SHEET 1 SEE TABLE A SHEET 1 EMBED ENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 2-TRACK FRAME SILL 3-TRACK FRAME SILL FRAME SILL w WOOD INSTALLATION Ew WOOD INSTALLATION ® ®4-TRACK FW METAL INSTALLATION EMBEDMENT: SEE TABLEA, SHEET 1 �,— TABLE A, SHEE 2X WO TYP.,SEEAN OR NOTE 3, S ET 1 2-1/16"• SEE ANCHOR NOTES I & TABLE i{1\\ISY,HEET 1 EXTERIOR c i/4' AX. SHIM EMBEDMENT: SPF TABLE A, SHEE EA- 2X WOOD i TYP., SEE ANCHOR NOTE 3, SHEET 1 2-1 /16" WOOD ANCHOR TYP- SEE ANCHOR NOTES - & TABLE A, SHEET 1 EXTET7RIOR V 1/4-MAX.SHIM fERT.OFAI/IH a}Ba6 STANCE: BILE A. ET EDGE SEE TABLE AE METAL NP., SHEET SEE ANCHOR NOTE 4, SHEET I 1 1 2-1/16" SMS ANCHOR TYP., SEEANCHORNOTES & TABLE A, SHEET 1 MIN, OF 3 THREADS EXTERIOR BEYOND THE n METAL V SUBSTRATE 1/4" MAX. SHIM h- 4-TRACK FRAME JAMB Ni METAL INSTALLATION =w. INCHORAGE DETAILS (ER/ES 670 ALUM. SGD - NON -IMPACT a✓ew soomo NTS 12 + 22 _ PGT0128 B TABLE A. SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 -`.adCt$1 iYNN Aj�� REN5IFIt v.Ea seros INSTAL -CATION DETAIL EMBEDMENT: SEE TABLE A, SHEET i EMBEDMENT: SEE TABLE A, SHEET I NOTES: EDGE DISTANC . EE DGE D CE: EDGE DISTANCE: TALL DIMENSIONS CON TABLE A. SHEET 1 CONCRETE SEE TABLE A, SHEET 1 CONCRETE SEE TABLE A, SHEET 1 SHOWN ARE BASED PE TABLE RTABLE PERTABLE ON MIN. ALLOWED. 4 A. HEET1 2-1116" -•� 2-1/I6" 2.1116"' A, HEET i A, SHEET 1 r DIAGONAL O.C. IS EXTERIOR 1 SHIM OR B'(JABSEE ILL) a DDEETAILS, SHEETS 11. EMBE ENT: MAX E RIOR 1 1/4" EXTERIOR j SEETA EA, SHE 1 SHIM SHI PROPER L ECURED IX CONCRETE ANCHOR P. PROPERLY SECURED IX CONCRETEANCH RTYP. PROPERLYSECUREDIX CONCRETE ANCHOR TYP. WOOD BUC .,SEE SEEANCHOR NOT 8 WOOD BUCK TYP., SEE SEE ANCHOR NOT 8 WOOD BUCK TYP., SEE SEE ANCHOR NOTESB ANCHOR NOTE 3, S 1 . TABLE A, SHEET ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A SHEET 1 2-T ME H 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD Ac CONCRETE INSTALLATION Bc CONCRETE INSTALLATION 8 CONCRETE INSTALLATION CONCRETE ANC P., P LY SECURED IX CON ETEANCHORTYP., PROPERLYSEC EDIX CONCRETE ANCHOR TYP., PROPERLY SECURED IX SEE ANC R NOTES 8 WOODS TYP., SEE BE CHOR NO WOOD BUCK P., SEE j ANCHOR NOTES 8 W000 BUCK TYP.. SEE T LE A, SHEET 1 ANCHOR NOT SHEET 1 T HEET 1 A OR N 3, SHEET tTABLE A, SHEET I ANCHOR NOTE 3, SHEET i SEE AN OR S ANCHOR SEEANCHOR NOTES EET NOTE S, NOTE 5, 1 (1/4 MAXJ� HEET 1 SHEET 1 ., (1 'MAX. (1/4-MAX.) E TERIOR t TERI R EXTERIOR (� CONCRETE 2 1116 ' 2-1116"' 2-1/1 GE PER TABLE EDGE DISTANCE: CONCRE E EDGE DISTANCE: CONCRE EDGE DISTANCE: A, SHEET 1 S E TABLE A. SHEET i PER TAB SEE TABLE A. SHEET 1 PER TASL SEE TABLE A, SHEET I EM DIM INT. SEE TABLE A, SHEET 1 A, SHEET MBEDMENT: SEE TABLE A SHEET 1 A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET I oc CONCRETCK EI STALLATION COME NCRETCK E NSTALLATION Fc COME SILL NCRETCK FRAME NSTALLATION EMBEDMENT: SEE TABLE A. SHEET 1 ~Trr TABLE HEET1 \ " EDGE DISTANCE • EDGE DISTAN PROPERLY SECURED SEE TABLE A, SEE TABLE A, SHEETI a<; nNo 16�3 E.y<wiea ne< EMBE ENT: SEE NC.IC ANCHOR �1 iX WOOD BUCK TYP., TAB A, SHEET 1 YP., S E ANCHOR PROPERL SECURED' EDGE DIS CE: OTE BTABLEA, SHEET 1 SEE ANCHOR NOTE 3,IL SHEETI p�. nd•tl Cm1N 1X WOOD UCK TYP., SEE TABLE SHEETI - 2-1116^• SEE ANCH R NOTE 3, SHEETI MUANCHOR.r2-t/16' SHEET1 ANCHOR CONG/CM ANCHOR ' 2-1/i6^• PROP RL SECURED (,._EE BTABLE A,XWOOD UCK TYP.,TYP., SEE NCHOR NOTE58 BLEA, SEE ANCH NOTE 3, r,' )NOT'C�" SHEETI CONCRETOR CMU�`�ORCMUS CONCRETE ET1 CONCRETE HEET 1 ORCMU PER TABLEXTERIOR '.� PER TABLE ASHEET1 P" YiIW ,•. y'1,EXTERIOR v/PER EXTERIOR TASL A, SHEET 9'qF1/4' MAX. S F� A, SHE114" MAX. IM•': SHIM- �1/4'MAX. 2-TRA MB 3-T Oc CONCRETE/CMU INSTALLATION He CONCRE FRAMEJAMB 4-TRACK INSTALLATIO Ic CONCRETE/CMU FRAME JAMB INSTALLATION S Iv ar �. 1N0TEcwrmiocvnRnE ANCHORAGE DETAILS SGD S ` •. �' (0/Q19}16PJ SERIES 670 ALUM. - NON -IMPACT v1 pt >•+am AAY40IMUE{i PE ✓R 0]/TO/14 CERF. OFAUM RGAB ® SGOdlO NITS 7•22 PGTO128 B P.EX 58705 INSTALLATION DETAILS NOTES: 1. ALL DIMENSIONS FRAME JAMB SHOWN ARE BASED REOUIREDATALL _ 2.693°MIN. ONMIN.ALLOWED. INSIDE POCKETS EDGE EMBEDMENT: SEE TO PREVENT DISTANCE 2. FIGURES ON THIS WOOD FRAMING TABLE A SHEET P-HOOK MOUNTING ADAPTER WATER SHEET FOR INFILTRATION CONCJCMU ILLUSTRAATITI VE WOOD ANCHOR TYP.,Oo o SEE ANCHOR NOTES ANCHOR TYP., SEE PURPOSES ONLY. SEETABLE A, SHEET 1 FOR EMBEDMENT: 8 TABLE A, SHEET 1 26 ANCHOR NOTES 8 SEE TABLE A, (ALSO SEE TYP. TABLE A. SHEET ALLAPPROVED SHEET 1 �8 ILLUSTRATION, SHEET 9) 1-1/4° MIN. EDGE DISTANCE SUBSTRATES. DISTANCE: SEE EYTE�'R1IDR 3. SEE TABES 1d, /�- TABLE A, SHEET EMBEDMENT: 28 V SHEETS 6-8 FOR SEETABLEA P-HOOK MOUNTING REQUIRED P-HOOK 26 SHEET 1 ADAPTER CONCJCMU AND P-HOOK EXTERIOR ERI°R MOUNTING ADAPTER PHOOK WOOD ANCHOR TYR, f'I ANCHOR TYP., SEE SEE ANCHOR NOTES V P-HOOK ANCHOR NOTE58TABLE ANCHOR QUANTITIES. 8 TABLE A. SHEET 1 CONCRETE OR EMBEDMENT: SEE A, SHEET 1 ALSO SEE EXAMPLE (ALSO SEE TYP. CMU PER TABLE TABLE ASHEET t (ALSO SEE TYR ON SHEET 9. ILLUSTRATION, SHEET 9) 2.DISTANCE 693° MIN. A, SHEET 1 , ILLUSTRATION, SHEET 9) EDGE P-HOOK FOR USE WITH FLAT SILL RISERS P-HOOK FOR USE WITH FLAT SILL RISERS Jw PARTS #18, #20, #22 OR 024, do PARTS #18, #20, #22 OR #24, WOOD INSTALLATION EXTERIOR MOUNT SHOWN CONCRETE/CMU INSTALLATION INTERIOR MOUNTSHOWN, (SEE TABLES IA, 2A 83A MAY ALSO BE INSTALLED IN (SEE TABLES IA. 2A 83A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION METAL TYP., P-HOOK MOUNTING SEEANCHOR P-HOOK MOUNTING CONCRETE OR EMBEDMENT:SEE ADAPTER CONCJCMU EMBEDMENT: SEE NOTE 4, SHEET 1; ADAPTER EMS CMU PER TABLE TABLE A, SHEET 1 ANCHOR NOT SEE MIN. OF 3 THREADS TABLE A,SHEETI � ANCHOR TYP., SEE BEYOND THE METAL ANCHOR NOTES A• SHEET 1 ANCHOR NOTES BTABLE A. SHEET 1 SUBSTRATE r4lD BTABLE A. SHEETI EMBEDMENT: (ALSO SEE TYP. A150SEETYP. ILLUSTRATION, SHEET 9) LLUSTRATIONSEETABLEA EMBEDMENT: SHEET9)SHEETI2�1. SEE TABLE ASHEET1 ISTANCE:SEE A. SHEETI •�, �':'•� MIN. EDGE DISTANCE A, �„x..li-ncoo na P-HOOK SMS ANCHOR TYP., / EXTERIOR SEE ANCHOR NOTES J n P-HOOK CONC.CMU EXTERIOR ANCHOR TYP., SEE J7 BTABLE A, SHEET [; V 1721293YMIN. ANCHOR NOTES BTABLE V RN.1;93° (ALSO SEE TYP. A, SHEET 1 MI ILLUSTRATION, SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION, SHEET 9) P-HOOK FOR USE WITH BOX SILL RISERS P-HOOK FOR USE WITH BOX SILL RISERS q, PARTS#19 #21.#23 OR#25, Kc PARTS#19,#21,#23 OR#25, ,�•'o METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR�:��N�'.,�5+- (SEE TABLES 1A, 2A 8 3A MOUNT (SEE TABLES IA, 2A 8 3A MOUNT j.. y� FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY t k ;.,^,TdS (.�fr I I JR 0 14 1-1 — I I�. � I I S m I /UTS 1 14 - 22 1 PGT0128 I IS I R." "Tm I CONFIG. EXAMPLES MAX. UNIT WIDTH MAX. UNIT WIDTH MAX. NOM. PANEL WIDTH DLO TYP. PER TABLES 13 HEADER DETA WIDTH INTERIOR SHEET 18; INSTALLATIONTION DETAILS'AW &'A6. EXTERIOR SHEETS 12 & 13 PANEL PANEL PANEL TypE TYPE PANEL CORNER DETAIL'N2', TYPE 'OS' 'AS' TYPE SHEET 198 CORNER 'A' 'K' ANCHORAGE SHEET 11 NOM. MAX. UNIT MAX, PANEL ' PANEL / / MAX. HEIGHT DLO PER DETAIL^ INTERLOCKKT 'M', SHEET HEIGHT $EE WIDTHTYP. PER HEIGHT TABLES NTERIOR NO TABLES 1-3 i-3 �� [� JAMB DETAIL'G3', SHEET 18; INSTAL ATION DETAILS J L X 'G W &'Gc'. SHEETS 12 & 13 f 90° SILL OETAIL'D', SHEET 18; INSTALLATION DETAILS EXAMPLE: 90° INSIDE CORNER 4 PANELS - XX/XX 'DW &'Dc'. SHEETS 12 & 13 S DLO WIDTH = NOM. PANEL WIDTH - 7' DLO HEIGHT= DOOR UNIT HEIGHT- 10.125- PANEL HEIGHT = DOOR UNIT HEIGHT-1.866' Aneyu.n n., /L-a62S.oj 4 Is4. eaydwa .,sd PANEL CORNER FRAME CORNER DETAIL - DETAIL NOTES: 1) SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. SEE DP/ANCHOR TABLES, SHEETS 6-8 FOR MAX. PANEL HEIGHT AND WIDTH. SEE SHEETS 18 & 19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. ^� 2) (1) LOCK (ITEMS 75 & 107-110)AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. 3) PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES. rmo T¢cw+OlucYO ANCHORAGE DETAILS/EXAMPLE ELEVATIO > > M YFNICE i[blTlb :./ ., SERIES 670 ALUM. SGD-NON-IMPACT ' Bf AR lwe ® ewar ' B PE#W05 A.IYP.E. JR 0212LV14 CERT. CFAUIH /39xBe SGaB)a NTS 15 a 22 POT0728 CONFIG. EXAMPLES INTERLOCK DETAIL I FOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SHEE M', SHEET 19 OPERABLE JAMB DETAIL G3', SHEET 18; ( INSTALLATION DETAILS 'GW 8'Gc', SHEETS 12 & 13 1XED JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL' A', SHEET HEADER DETAIL'A', SHEET IB; A -SHEET 18; INSTALLATION DETAILS'L1' & 18; INSTALLATION DETAIL ZINSTALLATION DETAILS'AW &'Ac', DETAILS'GW &'Gc', 1.2, SHEET 19 'AW &'Ac', SHEETS 12813 SHEETS 12 & 13 S 8 / goo \ SHEETS 12 ]3 PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE 'R' 'L' 'D' IN MA NOM. UN PANEL / / HEIC WIDTH TYP. PE MAX PER SEE TABI DLO NOTE 2, 1< TABLES 1-3 HEIGHT SHEET IS O a x MAX. UNIT WIDTH SEE FRAME 8 PANEL CORNER MAX. OLD JAMB DETAIL'G3', SHEET 18; INSTALLATION DETAILS 'GW &'Gc', SHEETS 12 & 13 E%TE IOR INTERIOR TAYN PANEL INTER LOCK DETAIL EL PANEL TYPE 'M', SHEET t9 E TYPE , OS K MAX. 90° OUTSIDE CORNER T UNIT IT SILLDETAILM. HEIGHT DETAIL'NV. SHEET 198 CORNER ANCHORAGE ES 'D', SHEET PANEL SEE TggLRES SHEET II R NOTE 2, 1-3 INTERIOR INSTALL S 13 15DETAILS EwoR NOM. PANELSHEETS 12XWIDTH TYP. ( `&13 ' LJSHI�ET PER TABLES J \ I MAX. UNIT WIDTH 1-3 SILL DETAIL'D', SHEET 18; CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS DETAILS SHEET 15 2-TRACK 'DW &'De, SHEETS 12 & 13 EXAMPLE: 90° OUTSIDE CORNER - XXIXX (2-TRACK) JAMB DETAIL'11', SHEET 18; ASTRAGAL DETAILS'Li' & INTERLOCK DETAIL'M', SHEET 19 INSTALLATION DETAILS'IW & L2, SHEET 19� ,� INTERLOCK DETAIL'M'. SHEET 19 'Ic', SHEETS 12 & 13� HEADER DETAIL ( 1 JAMB DETAIL'H2', SHEET P-HOOK DETAIL'S &'K'. SHEET 'B', SHEET 18; ' 18: INSTALLATION DETAILS 19; INSTALLATION DETAILS'JW, INSTALLATION JAMB DETAIL'12', SHEET 18; INSTALLATION 'Hw' &'He', SHEETS 12 & 13 'Jc','KW &'Kc', SHEET 14 OETAILS'Bw' &'Bc', DETAILS & le, SHEETS 12 & 13 SHEETS 12 & 13 MA% HE F TA MH .UNII Wild I" PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE 'R' 'L' 'M' 'F' I I .UNIT NOM. GHT PANEL i ER WIDTHTYP. ER MAX. SEE PER / w8 -3 DLO NOTE 2, TABLES j HEIGHT SHEET 15 ' I I O X X X L EXAMPLE: OXXXp SILL DETAIL'E', SHEET 18;' (3-TRACK RIGHT POCKET) INSTALLATION DETAILS 'EW &'Ec', SHEETS 12 & 13 LERT. OTAU .WB MAX. UNIT WIDTH MAX. UNIT WIDTH PANEL TAN PANEL PANEL TYPETYPE TYPE 'M' 'PP' NOM. UN PANEL HEIC / WIDTHTYP. / PE SEE MAX. PER TABI —NOTE 2, DLO TABLES 1-3 V SHEET IS HEIGH�yT\� X Lj"O K. T HT 2 ES I EXAMPLE: XXXO SILL DETAIL'F, SHEET 18; (4-TRACK, BY-PASS) INSTALLATION DETAILS 'FW &'Fc', SHEETS 12 & 13 SERIES 670 ALUM. SGD - NON -IMPACT o✓vr saoeTo NTS 16 • 22 PGT0128 HEADER OETAIL'C', SHEET '18; INSTALLATION DETAILS 'CW &'Cc', SHEETS 12 & 13 A cr _ A. LYNN MILLER P.E. P.E.#R705 SEE FRAME 8 PANEL CORNER MAX. OLD JAMB DETAIL'G3', SHEET 18; INSTALLATION DETAILS 'GW &'Gc', SHEETS 12 & 13 E%TE IOR INTERIOR TAYN PANEL INTER LOCK DETAIL EL PANEL TYPE 'M', SHEET t9 E TYPE , OS K MAX. 90° OUTSIDE CORNER T UNIT IT SILLDETAILM. HEIGHT DETAIL'NV. SHEET 198 CORNER ANCHORAGE ES 'D', SHEET PANEL SEE TggLRES SHEET II R NOTE 2, 1-3 INTERIOR INSTALL S 13 15DETAILS EwoR NOM. PANELSHEETS 12XWIDTH TYP. ( `&13 ' LJSHI�ET PER TABLES J \ I MAX. UNIT WIDTH 1-3 SILL DETAIL'D', SHEET 18; CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS DETAILS SHEET 15 2-TRACK 'DW &'De, SHEETS 12 & 13 EXAMPLE: 90° OUTSIDE CORNER - XXIXX (2-TRACK) JAMB DETAIL'11', SHEET 18; ASTRAGAL DETAILS'Li' & INTERLOCK DETAIL'M', SHEET 19 INSTALLATION DETAILS'IW & L2, SHEET 19� ,� INTERLOCK DETAIL'M'. SHEET 19 'Ic', SHEETS 12 & 13� HEADER DETAIL ( 1 JAMB DETAIL'H2', SHEET P-HOOK DETAIL'S &'K'. SHEET 'B', SHEET 18; ' 18: INSTALLATION DETAILS 19; INSTALLATION DETAILS'JW, INSTALLATION JAMB DETAIL'12', SHEET 18; INSTALLATION 'Hw' &'He', SHEETS 12 & 13 'Jc','KW &'Kc', SHEET 14 OETAILS'Bw' &'Bc', DETAILS & le, SHEETS 12 & 13 SHEETS 12 & 13 MA% HE F TA MH .UNII Wild I" PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE 'R' 'L' 'M' 'F' I I .UNIT NOM. GHT PANEL i ER WIDTHTYP. ER MAX. SEE PER / w8 -3 DLO NOTE 2, TABLES j HEIGHT SHEET 15 ' I I O X X X L EXAMPLE: OXXXp SILL DETAIL'E', SHEET 18;' (3-TRACK RIGHT POCKET) INSTALLATION DETAILS 'EW &'Ec', SHEETS 12 & 13 LERT. OTAU .WB MAX. UNIT WIDTH MAX. UNIT WIDTH PANEL TAN PANEL PANEL TYPETYPE TYPE 'M' 'PP' NOM. UN PANEL HEIC / WIDTHTYP. / PE SEE MAX. PER TABI —NOTE 2, DLO TABLES 1-3 V SHEET IS HEIGH�yT\� X Lj"O K. T HT 2 ES I EXAMPLE: XXXO SILL DETAIL'F, SHEET 18; (4-TRACK, BY-PASS) INSTALLATION DETAILS 'FW &'Fc', SHEETS 12 & 13 SERIES 670 ALUM. SGD - NON -IMPACT o✓vr saoeTo NTS 16 • 22 PGT0128 HEADER OETAIL'C', SHEET '18; INSTALLATION DETAILS 'CW &'Cc', SHEETS 12 & 13 A cr _ A. LYNN MILLER P.E. P.E.#R705 SILL DETAIL'D', SHEET 18; CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS DETAILS SHEET 15 2-TRACK 'DW &'De, SHEETS 12 & 13 EXAMPLE: 90° OUTSIDE CORNER - XXIXX (2-TRACK) JAMB DETAIL'11', SHEET 18; ASTRAGAL DETAILS'Li' & INTERLOCK DETAIL'M', SHEET 19 INSTALLATION DETAILS'IW & L2, SHEET 19� ,� INTERLOCK DETAIL'M'. SHEET 19 'Ic', SHEETS 12 & 13� HEADER DETAIL ( 1 JAMB DETAIL'H2', SHEET P-HOOK DETAIL'S &'K'. SHEET 'B', SHEET 18; ' 18: INSTALLATION DETAILS 19; INSTALLATION DETAILS'JW, INSTALLATION JAMB DETAIL'12', SHEET 18; INSTALLATION 'Hw' &'He', SHEETS 12 & 13 'Jc','KW &'Kc', SHEET 14 OETAILS'Bw' &'Bc', DETAILS & le, SHEETS 12 & 13 SHEETS 12 & 13 MA% HE F TA MH .UNII Wild I" PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE 'R' 'L' 'M' 'F' I I .UNIT NOM. GHT PANEL i ER WIDTHTYP. ER MAX. SEE PER / w8 -3 DLO NOTE 2, TABLES j HEIGHT SHEET 15 ' I I O X X X L EXAMPLE: OXXXp SILL DETAIL'E', SHEET 18;' (3-TRACK RIGHT POCKET) INSTALLATION DETAILS 'EW &'Ec', SHEETS 12 & 13 LERT. OTAU .WB MAX. UNIT WIDTH MAX. UNIT WIDTH PANEL TAN PANEL PANEL TYPETYPE TYPE 'M' 'PP' NOM. UN PANEL HEIC / WIDTHTYP. / PE SEE MAX. PER TABI —NOTE 2, DLO TABLES 1-3 V SHEET IS HEIGH�yT\� X Lj"O K. T HT 2 ES I EXAMPLE: XXXO SILL DETAIL'F, SHEET 18; (4-TRACK, BY-PASS) INSTALLATION DETAILS 'FW &'Fc', SHEETS 12 & 13 SERIES 670 ALUM. SGD - NON -IMPACT o✓vr saoeTo NTS 16 • 22 PGT0128 HEADER OETAIL'C', SHEET '18; INSTALLATION DETAILS 'CW &'Cc', SHEETS 12 & 13 A cr _ A. LYNN MILLER P.E. P.E.#R705 EXAMPLE: OXXXp SILL DETAIL'E', SHEET 18;' (3-TRACK RIGHT POCKET) INSTALLATION DETAILS 'EW &'Ec', SHEETS 12 & 13 LERT. OTAU .WB MAX. UNIT WIDTH MAX. UNIT WIDTH PANEL TAN PANEL PANEL TYPETYPE TYPE 'M' 'PP' NOM. UN PANEL HEIC / WIDTHTYP. / PE SEE MAX. PER TABI —NOTE 2, DLO TABLES 1-3 V SHEET IS HEIGH�yT\� X Lj"O K. T HT 2 ES I EXAMPLE: XXXO SILL DETAIL'F, SHEET 18; (4-TRACK, BY-PASS) INSTALLATION DETAILS 'FW &'Fc', SHEETS 12 & 13 SERIES 670 ALUM. SGD - NON -IMPACT o✓vr saoeTo NTS 16 • 22 PGT0128 HEADER OETAIL'C', SHEET '18; INSTALLATION DETAILS 'CW &'Cc', SHEETS 12 & 13 A cr _ A. LYNN MILLER P.E. P.E.#R705 K. T HT 2 ES I EXAMPLE: XXXO SILL DETAIL'F, SHEET 18; (4-TRACK, BY-PASS) INSTALLATION DETAILS 'FW &'Fc', SHEETS 12 & 13 SERIES 670 ALUM. SGD - NON -IMPACT o✓vr saoeTo NTS 16 • 22 PGT0128 HEADER OETAIL'C', SHEET '18; INSTALLATION DETAILS 'CW &'Cc', SHEETS 12 & 13 A cr _ A. LYNN MILLER P.E. P.E.#R705 PANEL'S RIGHT STILE TYPE ASIRAGPL BO%OM ASLPAOAL SO%IN IM CORNER BO LOL%STILE WCORNER 90 LOCKSTILE EX CORNER 90 RECEIVER INT CORNFIt WRECEIVER EJ(T WPNER BO RECEVER E%T CORNE0. 35 ReMIN R IM CORNER MRECEIVER WIIWIDLE WIHANDLE WIHANDLE WIHAMB%E W/NANDLE W/NANOLE R110 n118 WI HANDLE f WI WHOLE #120 ptf Ofit #110 iY61 p01 �f'�/IVVi�ll TR TQ TC TA TV / R� C C IC SQ SC SA SV SW Imlwn Ri%M FD FC FV FW PANEL NOTES: 1. SEE DP TABLES 1.3, SHEETS 6.8 FOR PANEL 41MERI00. RIGHT SIZES d DESIGN PRESSURE. NOT SHOWN OR CROSSED OFF PANEL 1J 2. PANEL TYPES ARE NOT REQUIRED FOR ANY CONFIGURATIONS 5EUERIOR STILE AND ARE NOT AVAILABLE. 3. 90' ASTRAGALS TO USE HEAVY-DUTY STILES TOWN. SEE TABLE FOR OTHER PANEL TYPES AND (#61), CORNER RECEIVER (#118)AND EITHER EXTERIOR (#119) OR INTERIOR (#120)CORNER STILE/ASTRAGAL REQUIREMENTS. ASTRAGALS. 4. 136' ASTRAGALS TO USE HEAVY-DUTY STILES (1161) AND CORNER ADDON (#31). OPTIONS 232' --1Y'- 232- 23Y 2 E%iERIOR E%TERIOR .OBY a.OBY 3.305' 2.566" E%TERIOR ,062• 4.066' PROOUCIREVICPD m PI]b2 n1O 14 Flafitla I.wint G.Ir No Z Z3fiY rw-ll -06 G j prria Mlr r• OLOWRISER, FLAT 22 SIUL RISER, FLAT MEDIUM, 3-1/4' P< HIICHLL 4'ER. FLAT � ]50 .]60' E%TEg E% EROR Der Y 5' �'If ]61r' E% ERIOR .Ofi2' 4.DM — 062 67 SER, BOX LL 21SILL LOW, 2SE2' BOX 23 MIEDIUIM, 3-1/4- SILL 25 HIGH 4 ER BOX ` ] 1 FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS 6A PANEL TYPES -I. - _- SERIES 670ALUM. SGD-NON-IMPACT ® sco-e]o NTS 17 -2 Parer^ A, LYNNMR.L6i P.E. PGT0128 B P.EA 0706 (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) )F JAMB V 5 G3 G1 6D OR 61 2-TRACK JAMB 2-TRACK JAMB (SHOWN 6'LONG CLIP #106 WITH ® W/RETAINER 9106 OPERABLE MIDSPAN (SHOWN WITH PANEL)) FIXED PANEL TO�''II�ExreaIOR 103 H3 LO jpj Rr THE INTERIOR) V XTERIOR 15 !-TRACKJAMB ;LIP #83 OR #105 t12 515 � JAMB 2W/ W/SCREEN SCK V/ RETAINER #123 SHOWN WITH IXED PANEL TO HE EXTERIOR) 53 IGEXTERIOR SHOWN WITH 2-TRAGKWl6GKttN OPT. SCREEN (�Ao FRAME HEAD TRACK EXTERI a ®2-TRACK W/SCREEN D FRAME SILL ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 13, SHEETS 63 FOR OP (PSF) ASSOCIATED WITH STILE. 93-TRACK E FRAMESILL sum EXi SEE DETAIL GI FOR FIXED 1 PANEL CLIP SEE DETAIL G2 FOR FIXED /1_ PANEL CLIP ��ll JAMBLENGTI iT p5 ]5 BK10111 133 OR 61 EXTERIOR �T —ERI-IIOR� EXTERIOR _ 15EXTERIOR 3-TRACKJAMB v 3-TRACK JAMB 4-TRACK JAMB 4-7RACK JAMB (SHOWN WITH H2 (SHOWN WITH 11 (SHOWN WITH I2 (SHOWN WITH OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL) THE EXTERIOR) THE INTERIOR) ®4-TRACK O FRAME HEAD 4-TRACK E FRAME SILL SG m I NTS 1 18 1 22 MAX. UNIT HEIGHT PER TABLES I3 POT0128 PRooucrnEnsEo '�PMPQwiIY tY RotBy Artlinr Polr 6-0lz . Epidr 0.R /v � ASSEMBLY DETAILS (SEE SHEETS 12,14 FOR FOR INSTALLATION DETAILS) 6 QINTERIOR 61 fl3 tte 26 28 30 63 63 11 113 27 26 2] WOR61 60 OR 61 103 62 111 83 600R fit 28 65 29 14 20 65 65 6 I-T EXTERIOR tit 82 a EXTERIOR Vv v 62 111 90e P-HOOK FOR EXTERIOR I(EXL INTEROR ExreR10R INTERIOR EXTnERI�OR V V OR INT. MOUNT) EXT. MOUNT ONLVSILLS 90° � OCK PART WOR61 LOCK PAT LOCH PART tP3 ]5s10]1 103 ]5fl 1W41 et ]58 tm-11 5 ®INTERLOCK M 14 113 61 118 60 6g71-�ERQR E 113 113 EXTERIOR n 113 103 118 V EXTERIOR 11 ] 6] 60 S#61 CORNER 90' INSIDE ITEM UTY °TILE)S 7 u WITH STANDARD STILESTANDARDASTRAGALS#60 Lz WITHHEAW-DUTY STILES N1 2-TRACKSHOWN N2 2TRACKSHOWNER STILE) SHOWN, ITEM #60 SHOWN, EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (STANDARD STILE) ALSO (BOX -OUT) MAY ALSO BE INSTALLED (BOX -OUT) MAY ALSO BE INSTALLED APPLICABLE, SEE TABLES TOWARDS INTERIOR (BOX -IN) TOWARDS INTERIOR (BOX -IN) 13, SHEETS" FOR DP (PSF) ASSOCIATED WITH 4 INTERIOR STILES. 31 LOCK PART ]5810]-11 m O�OUCl PEN6ER 4 INTERIOR L pqN{rME IM f1oMs 6 s 35° N. INTERIOR 'E)�M<�al< 11 35° 14 5 61 32 —' 103 61 I l y EXTERIOR 61 32 it 5 V LOCK PART 103 fit ID EXTERIOR 7 758107-11 31 `� 14 E CORNER 02 2135* TRACK SHOWN 135' OUTSIDE CORNER 01 2-TRACK SHOWN 587 tom TEcnnxocrmc:a N YENILE. Fl..YZ15 ryegau.lwo HORIZONTAL SECTION DETAILS, CORNERS � �.•' ,.4M . �� a., ».ra.. SERIES 670ALUM. SGD-NON-IMPACT fERC OFAUMf3®9 ® A. LYNN MILLER P.E. RE.N M705 =49m _ NTS _ 19 +22 � PGT0128 _ B _ JR 02/lWi4 �� m Item # PGT Dw#. # PGT# Description 1 1M116 BIT306 2-TRACK HEAD 2 173m 6173W 2-TRACK HEAD WITH SCREEN RAIL 3 173M 617309 1TRACK HEAD 4 1M12 617312 FTRACK HEAD 5 17314 SIM14 FRAME SCREW COVER 6 17317 617317 FRAME HEADIAAMB SCREEN ADD -ON T 173M 6173W TTRACK SILL 8 17301 617301 2-TRACK SILL WITH SCREEN RAIL 9 17W 617307 &TRACK SILL 10 1 1731D 61731D 4-TRACK SILL 11 173M 617313 FRAME SILL TRACK INSERT 12 17315 1 617315 FRAME SILL SCREEN ADDON(SEE NOTE 3) 13 17318 1 617316 1 FRAME SILL SCREEN END ADD (SEE NOTE 3) 14 17305 6173M 2-TRUCK JAMB 15 47= 617302 2-TRACK IAMB WITH SCREEN RAIL 18 173M 617300 &TRACK JAMB 17 17311 617311 4-TRACK JAMB 18 1132E 6173V SILL RISER -FUT, FLUSH, 1-ffi' 19 17319 817319 SILL RISER- BOX FLUSH, 1-0IY 20 17MI 617321 SILL RISER -FLAT, LOW, 2-1R' 2t 17318 617318 SILL RISIR-BOX LOW. 2-1/2' 22 173M 617355 SILL RISER FLAT. MEDIUM, 3-1/4' 23 173M 0175 SILL RISER- BOX MEDIUM, 3.114' 24 173M 6173" SILL RISER - FLAT, HIGH,V 25 173M 6473M SILL RISER - BOX HIGH. 4- 28 17333 6173M POCKETP-HOOK 27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 20 POCKET P-HOOK MOUNT 29 PNOOKCOVER 30 n17378617378 POCKET P-HOOK FOR BOX RISER 31 iW CORNER 32 US FIXED MOUNT ITEMS 40E3 ARE SCREEN PARTS: 40 4319, 612258 SCREEN SIDE RAL-LOCKST.2 41 7LOCKWGSK SCREEN LOCKSET 42 41818 SCREEN KEEPER SPACER SET 43 8152. W152 SCREEN INTERLOCK ADAPTER 44 4428 U428 SCREEN DOUBLE INTERLOCK 45 4317 6122% SCREEN TOP RAIL 46 4318 612257 SCREEN BOTTOM RAIL 47 Me 78RAZ STANDARD ROLLER 46 666 7SRAX STANDARD ROLLER -ST. 9TL. 49 4344 64346 SCREENASTRAGAL ED 17UD 617349 OX(O SCREEN ASTRAGAL ADAPTER 51 169E 61692 SCREEN SPLNE-.165- 52 16M 616H SCREEN SPLNE-.150' 53 91818C20 SCREEN CLOTH 59 1725 lir X4' X 1IIB' SET. BLOCK, NEOPRENE W.14 55 Ina P XT X 1116' SET. BLOCK, NEOPRENE 85 MS Rem # PGT Dw .a PGTa Description SO 17325 B1MM PANELSTLE 01 1TNK 61MM PANEL STLE(HEAW DILIY) B3 17M7 6173V INTERLOCKADAPTOR 63 1=5 67248 VNYL BULB WSTP.- TON(INSIDE WTERLOCK) 64 InS 71729 SILL END WEATHERSTRIP PAD w 1T328 8173H INTERLOCK SCREW COVER w 179M Sir= ASTRAGAL 06 17339 817339 HEAVY DIM ASTRAGAL 69 1T324 6173M TOP B BOTTOM RAIL M 1735D 4173M WEATHERSTRIP EXTENSION(IWEC110N MOLDED) 71 105 71695 1-IX X V XLP HIGH FIN SEAL DUSTPWGS 72 8153 1 7815U ITANDEM ST 9TL. ROLLERASSY. 73 3153 78153N ITANDEM NYLON ROLLER ABBY. 74 SLICONE DOW8W, DOW-995 OR OE-7700 75 810 781M GEMINI MORDCE 3-PLY DUAL LOOK WILONG TRIM PLATE 76 71NZXIFPFX #10 X 1' FL SS SCREW WI TYPE'P TP 77 7IM39 1032 STEEL DNC UNUT 78 1736B 917358 W166114'BEAD 79 17357 617357 P IG BEAD m 17359 517359 711W BEAD I FIXED PANEL CLIP 82 1=4 57247K VINYL BULB WEATHERSTRIP 53 61745 1745 LOWEINC,t/2'X 1OB' SOIL. SIDE ADH TAPE, POLYEW 100 W52 4805E ROLLER AW HOLE PLUG 101 72087 JAMB BUMPER 102 IRS 71605 DUSTPLUG 103' BIN 7BI05X 1-KEEPER 1m 653 TSOKEEP SCREEN LOCI( KEEPER 105 17344 61734 FIXED PANEL CLIP -W LONG 106 17352 517352 FIXED PANEL RETAINER -9(16' 107 1739 71739 HANDLE KIT- INTERIOR RAISED WITH THUMB TURN, USED WITH#75 108 1740 717Q HANDLE KIT- RAISED EXTERIOR HANDLE, USED WITH#75 100 1731 78162SN HANDLE KR-RECESSED INT. WITH THUMB TURN, USED WITH 975 110 1732 78178 HANDLE KR-RECESSED EXTERIOR PULL, USED WITH#75 III TIGXMPPSDAX 010 X 314' PH. PN. TEK -S.S. 112 1235 67S16 WSTP,.270 X.170-FIN SEAL 113 171E f "%6 .107' X.2W' FINSFAL 114 71OX115PPX #10XI-VP 115 7101PPT #10X1' 118 720MX #t4 XI-S. S, N] 720XI12X #14MX1-112-SS, 118 17336 817336 W DEGREE CORNER RECEIVER 111) 17337 VISIT 90 DEGREE OUTSIDE CORNER ASTRAGAL 120 17338 61173M 0 DEGREE INSIDE CORNER ASTRAGAL 123 1M52 617362 FIXED PANEL RETAINER 7/8' NOTES: 1) ALL ALUMINUM = 6063-T6 2) ITEMS # 33-39. 56-59, 66. 81, 84-99, 121 & 122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 3) USE OF #12 OR #13 REQUIRES MIN. #10 SKIS OR 3/16' MASONRY ANCHORS ® 24' MAX. O.C. 6s F# am7EcxNaoDrDRAE PARTS LIST A wN10E iL 911)5 SERtES670ALUM.SGD-NON-IMPACT 4siu1+�.` — -war A. LYNN MILLER, P.E. f.ERI.OFAUM. pgD6 ® SG041M NTS20 s yl PGTD128 D P.E.#58]OS 8.562" 0.0"" 1.211. 1.505' 0.081' Ot 2-TRACK HEAD to 4-TRACK SILL (6063-T8 AL) (6063-T6 AL) 6.198' 0.081" O2 2-TRACK HEAD W/ SCREEN TRACK (6063-T6 AL) 8.526" 8.080" 1.505' 03-TRACK SILL (6053-T6 AL) 6 221' LJ0.080" 1.211' 1.505" 0.091" O3 3-TRACK HEAD O6 2-TRACK SILL W/ SCREEN TRACK (6063-T6 AL) (6063-T6 AL) - 9442' 544 9" 01080, 1 211"5" 0.081" 04-TRACK HEAD 02-TRACK SILL (6063-T6 AL) (6063-T6 AL) -� 1.514" 1.260' 0.060" O6 FRAME HEAD/JAMB SCREEN ADD-ON (6063-T6 AL) SEE SHEET 17 FOR SILL RISERS. 0.062' 0.532" 1.516' 12 FRAME SILL SCREEN ADD-0N (6063-T6 AL) REQUIRES MIN. #10 SMS OR 3/16' MASONRY ANCHORS @ 24"MAX. D.C. I II~ 0.060" 0.7fi0' 1.990" DFRAME SILL SCREEN 13 END ADD -ON (6063-T6 AL) REQUIRES MIN. #10 SMS OR 3/16' MASONRY ANCHORS @ 24' MAX. O.C. C ..WANHt sco y 1.36" +I 1.872' 0.062" -- 1.019" 0.081" SCREEN 40 STILE 18" (6063-T6 AL) 5.069" 1.045" ,.993' 0.062" 14 (-TRACK JAMB SCREEN @TOP RAIL (6063-T6 AL) (6063-T6 AL) S2-TRACK JAMB W/ 18 SCREEN TRACK (6063-T6 AL) 5' is 3-TRACK JAMB (6063-T6 AL) 21 d 22 64-TRACKJAMS (6063-16 AL) PGT0128 I--- 0.875" 9L 0.082' SCREEN 4B BOTTOM RAIL (6063-T6 AL) 0.718" 0.83' 2.304" 3.802" 3.802' 0.752" -y 0.752' 0.885' 0.574" 0.796" 1.163' I 0.062 0.080' 0.062' L Ll 3.zaa• o.o7s^ 0.233" 0.062" FRAME SILL P-HOOK MOUNTING (BP HOOK SCREW 5 SCREW COVER 11 TRACK 26 P-HOOK 23 ADAPTOR 29 COVER 0.080• 30 P-HOOK FOR BOX RISER (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) 1 4. .155' 2.30° 1.486' 11 0.080" 0.830 0.062" 1.600 .080" 1.870" 3.125" 1.9 74- 2.4 2.44" 31 135' CORNER O 135' FIXED MOUNT b6 STANDARD STILE (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) U, f 0.075' 1.645' 0.125•" 6T STANDARD ASTRAGAL (6063-T6 AL) 0.281" ---4 I- fi8 HEAVY DUTY ASTRAGAL (6063-T6 AL) �! ^� IIOA� 0.757" 0.050" FIXED f05PANELCLIP L 0.080-1 0]09" 2,8 A2.826 (6063-T6 AL) .550'IXEDREAD 1.4 0.080" --I �jRETAINER,) PANEL (BOB3-T6 AL) I FIXED PANEL t06 RETAINER 9/16" (6063-T6 AL) 110 90" INSIDE/OUTSIDE CORNER RECEIVER (6063-T6 AL) a^ 0.133" 1.800 0.32 1.303' 888" 1 5° - 3.125' 0.062" ' 81 HEAVY DUTY STILE 6PINTER LOCK 65 INTERLOCK EW COVER (6063-T6 AL) ADA TER (6063-T6 AL) (6063-T6 AL) 4.725" fO45057 H �-y1.050' 0.062" 1.304" I � 3.25" GLAZING 7H6"GLAZING 3/16'&1/4" b9 TOP/BOTTOM RAIL l9 eo l3 O(6063-T6 AL) B063-T A BEAD, FIXED BEADING (6063-T6 AL) PANEL CLIP BEAD (6063-T6 AL) (6063-T6 AL) tie 90" OUTSIDE CORNER ASTRAGAL (606346 AL) f ..O AVM.Y .498• 5.621' 0.133" IV, 120 90° INSIDE CORNER ASTRAGAL (6053-T6 AL) 22 d 22 1 PGTO128 Florida Building Code Online Page 1 of 3 SGANNED aaiyh BY , M • tlpaa� St. Lucie Counfi�I,4M�� t , BCIS Home ! Lng In E user Registration i Hot Topics i Submit Suralarge State &Facts Publications T FBC Stag 'I BCIS site Map 6Dnks t Search j Fondp q Product Approval p� „1 DSER: Pubi[User�H ' r,,h,I Menu > PrWUR or Auul FL # Application Type Code Verston Application Status Comments Archived Product Manufacturer Address/Phan./Email Authorized Signature Technical Representative Address/Phan V Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Data Submitted Date Validated Date Pending FBC Approval Date Approved >T!1, Application Deta r� ll lien 243-R 19MAY 1rs 201( vision/�1j�14PERMITTING how `Approved by DBPR. Approvals DBPR St. Lucie Coun II by shall and/or the Commission if necessary. be reviewed and ratified by t 7EC PGT Indus no E t J0 101O Technology Dr P North VeNce; FL 34 druark@pgtindustries.com Jens Rosawski jrasawski@pgtindustrtes.com Jens Rosawski ID70 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 21140 yosowskl @pgtindustries.com Wilintlows Fixetl Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL SSan9a[4 TAS 201, 202, 203 Method 1 Option A 09/07/2016 09/21/2016 09/25/2016 Year 1994 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE VXQwtDqu3mwFvZ35 V... 5/17/2017 Florida Building Code Online Page 2 of 3 Summary of Produces FL # Model, Number or Name Description 243.1 CA-6 O ".a, (Non -Impact) Aluminum Fixed Window used with CasemenUAWPIhg Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes [124 =-n _9,p11f x-0629.�Q Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/11/2018 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of Acceptance (NOA) F1.243 Rig f! 16-0629.2n,pd{ for product performance Information, anchorage details, and anchor Verified By: Miami -Dade BCCO - CER type, size, and spacing information. Created by Independent Thirtl Party: Evaluation Reports Created by Independent Third Party: 243.2 CA-740 Fixed (Large Missile Impact) Aluminum Fixetl Wintlow usetl with CasemenVAwning Limits of Use Certification Agency Certificate j Approved for use in HVHZ: Yes F1.243 Rt9 C CA' t6-05Ji.2J. Pdf Approved for use Outside HVHZ: Yes Quality Assurance Contract Expiration Date j Impact Resistant: Yes 04/11/2D38 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Da cceptance (NOA) FLL43 P191i i5-0629.22.mf for product pertormance bar, an orage-d ils, anchor Verified By: Miami -Dade BCCO - CER 'type, size, and spa <in 'formation. Created by Independent Third Party: i Evaluation Reports Created by Independent Thirtl Party: i243.3 1 IPW -220 (Non -Impact) Aluminum Fixed Window - Limits of Use Certif e Approved for use' HVHZ: Yes 11243 Rt9 Approved for use o de HVHZ: Yes Quality Assurance Contract Exp)rat--n-Date Impact Resistant. No 08/18/2021 Design Pressure: N/A Installation Instructions 'pl Other: Please see the Miami -Dade County Notice of Accepter(or FL2« iqt� 1.6-OSD5 03 otlf for product performance information, anchorage details, and aVerified By: Miami -Dade BCCO - CE i type, size, and spacing information. Created by Independent Third P - Ztalua[ion Re or Create y r,dependent Third Party: ' 243.4 PW - 520 (Large Missile Impact) WinGuard Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes F 41 4T a:9 C rn" 15-0612.; 3.Pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 01/08/2019 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of Acceptance (NOA) FL_?2 � fl9 li 15-0612 13.odt for product Performance information, anchorage details, and anchor Verified By: Miami -Dade BCCO - CER type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Parry: 2_ 43.5 IPW -620 (Non -Impact) Alum'mum Fixed Window Limits of Use Certification Agency Certificate j Approved for use in HVHZ: Yes A, 16-062c 13. otlf 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) FL2A3 R19 11 16-0629.13.Odf for product performance Information, anchorage details, and anchor Verified By: Miami -Dade BCCO - CER type, size, and spacing information. Created by Independent Third Party: Evaluation Reports j L Created by Independent Third Party: _ ,243.6 IPW - 720 (Large Missile Impact) Aluminum Fixed Window Limits of Use Certification Agency Certificate j Approved for use in HVHZ: Yes P-2�' Rin C C,C 16-0629 14.Ptlf 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 (NOA) FL=43 P39 1! 1!i--0629 14 c 1f j for product add .hon. me Information, anchorage details, and anchor Verified By: Miami -Dade BCCO - CER type; size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Parry: _ 243J PW -820 (Large Missile Impact) Aluminum Fixed Window (Limits of Use Certification Agency Certificate —1 Approved for use in HVHZ: Yes FL24zi�+ 210 fCAC 15-0629.14.pd` Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/19/2019 Design Pressure: N/A Installation Instructions I Other: Please see the Miami -Dade County Notice of Acceptance (NOA) Fr 14j=_9 l! 6-0U9 14gnf !for product performance information, anchorage details, and anchor Verified By: Miami -Dade BCCO - CER type, size, and spacing Information. Created by Independent Third Party: Evaluation Reports _ Cr_ea!ed by Independent Third Parry: G Ic43.8 PW-2720 (Large Missile Impact) Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL2�?_._os� _S 13-1126 04.IXff Approved for use outside HVHZ: Yes_ Quality Assurance Contract Expiration Date Impact Resistant: Yes 013/11/2020 (I Design Pressure: N/A Installation instructions Other: Please see the Miami -Dada County Notice of Acceptance (NOA) Rt9 R 1-, 1125 04adf [for product performance information, anchorage details, and anchor Verified By: Miami -Dade BCCO - CER ',type, size, and spacing information. Created by Independent Third Parry: Evaluation Reports Creased by Independent Third Parry; 243.9 PW-3020 (Large Missile Impact) Architectural Systems Aluminum Fixed Window Limits of Use Certification Agency Certificate I Approved for use In HVHZ: Yes R2a3 CrAC 15-0609 06 LMadf Approved for use outside HVHZ: Yes j Quality Assurance Contract Expiration Date Impact Resistant: Yes 08/16/2017 http://www.floridabuilding.orgyprlpr_app_dtl.aspx9param=wGEVXQxvtDqu3mwFvZ35 V... 5/17/2017 Florida Building Code Online Page 3 of 3 1 Design Pressure: N/A 'Installation Instructions Other: Please See the Miami -Dade County Notice of Acceptance (NOA) FI_.4} 2:0 _T 1c_C ,q fia; M or. ! for product performance information, anchorage details, and anchor Verified By: Miami -Dade BCCO - CER size, and spacing information. Created by Independent Third Parry: ;type, Evaluation Reports Created by Independent Third Parry: 243. 10 PW-3020 (Smail Missile Impact) Architectural Systems Aluminum Fixed Wllndow Limits of Use Certification Agency Certificate Approved far use in HVHZ: Yes FL2a3 p a C CAC 15-060c 0l Shl pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Data Impact Resistant: Yes 04/17/2018 Design Pressure: N/A Installation Instruct... Other: Please see the Miami -Dade County Notice of Acceptance (NOA) Fl_263 R19 R 15-[509.0] chi. He for product performance information, anchorage details, and anchor Verified Bv: Miami -Dade BCCO - CER hype, size, and spacing information. Created by Independent Third Party: Evaluation Reports ! Created by Independent Third Party:. 243.11 PW-5420 (Non -Impact) Vi ryl Fixed Window ' Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes F12c etr SF;, It 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 (NOA) 124,... 1 I OblQ 1 prff !for product performance information, anchorage details, and anchor Verified By: Miami -Dade BCCO - CER (type, size, antl spacing Information. Cleared by Independent Third Party: Evaluation Reports _ Created by Independent Third Party: 2a3:12 PW-5440 (Non -Imp a¢) Vinyl Fixed Window used with Casement/Awning '.Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes 3 5 r CA',- 16.0_14. 20.pdf ! ' Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No ( D9/24/2020 Design Pressure: N/A Installation Instructions ! Other. Please see the Miami -Dade County Notice of Acceptance (NOA) 'for t2 u :... I. 16-714.20df product performance information, anchorage details, and anchor Verified By: Miami -Dade BCCO - CER Itype, size, and spacing information. Created by Indepentlent Third Party: I Evaluation Reports _ Created by Indepentlent Third Party: j243.13 PW-5520 (Large Missile Impact) Vinyl fia ed Window -Limits of Use _ Certification Agency Certificate Approved for use in HVHZ: Yes [1_243^SAC_ Ic-05'9.12.ndf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Data .Impact Resistant: Yes 04/30/2020 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of Acceptance (NOA) s!.213 210 _I_J6J9.ii. odf ,for product performance Information, anchorage details, and anchor Verified By: Miami -Dade BCCO - CER ;type size, and spacing information. Created by Independent Third Party: Evaluation Reports L Created by Independent Third Party: 243.14 PW-5540 (Large Missile Impact) Vinyl F'xed Window used with Casement/Awning (Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes Fl_e Pl>_C CAI; 16-0]I•' 19 odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date I Impact Resistant: Yes 09/24/2020 Design Pressure: N/A Other: Please see the Miami -Dade County Notice of Acceptance (NOA) Installation Instructions Fi.243= o Ir ] i 1,14 11� •adl (for product performance information, anchorage details, and anchor Verified By: Miami -Dade BCCO - CER i :type, ace, and spacing information. Crewed by Independent Third Parry: Evaluation Reports Created by Independent Third Party: Contact Us :: 2601 Blair Stone Road Tallahaisw Fr 32329 Free J50-4A]-I S24 The Slate of Florida Is as M/EE0 empl0yec Cmawiobt 2007-2D13 State of Flood : Privary statement :: Accessiblllly Statement:: ReNnd Statement Under Florida law, email addresses are public records. if you do not want your e-mail address released in response to a public -records happiest, do not send eler[mnin mail to this entity. Instead, contact the once by phone or by traditional mail. if you have any p icaturs, please contact 850.467.1395.'Purseant to Section 455.275 (1), Florida Statates, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department w0M1 an email address If they have one. The e me lis provided may be used far official Communication with the licensee. However email addresses are public record. If you do not wish to Supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., Please click ly, , Product Approval Accepts: Credit Catcl Safe :r http://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGE VXQwtDqu3 mwFvZ35 V... 5/ 17/2017 MIAMI•DAdE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) mn—v miamidade.rm %economy PGT Industries, Inc. 1070 Tec?znainy Drive North Veni,:e, Fl, 34275 SCOc : 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 he 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 Oaiarni-Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this produce or material tested for quality assurance purposes. If this product or material fails to perforut in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of'such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements oftha applicable building code. This product is approvI I Iescribed herein, an comply with the Florida Building Code, including t igh Velocity Hurricane Zone. - Series "P W-220" Aluminum Fixed Window — N.I. APPROVAL DOt; ENT: Drawing No. MD-PW220-01 titled "F, Window Installation Guidelines", sheets 1 through 3 of 8, with revisi C 22116, prepared by manufacturer, signed and sealed by Anthony Lvm Millcr, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None. LABEL?NG: 3aci, unit siaibear a permanent labcl with the manufacturer's name or logo, city, state, modeUseries, and follov,mg statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application hits been file_. 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 inmer-als, L: ;e, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any prc',tct, 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 ofNOA. ADwRTISEMEN'T: 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 ropy 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.# 15-0609.08 and consists of this page 1 and evidence pa". ell as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. ' '}-`''-�' ^ %;%/ / NOANo.16-0505.03 FaAI,lli' _ UNTf I"., // D Expiration Date: August 18, 2021 Appruval Date: June 16, 2016 Page PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (.&,omitted underNOANo. 11-0509.02) 2. Drawing No. AID-PW220-01 titled "Fixed Window Installation Guidelines", sheets thruvg1- 3 of F, dated 04/01 /11, with rev 3ior. C dated 04-/2 1" 6, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS J.. Tst reports on: 1) Air InSltration Test, per FBC, TAS 202-94 2) U-riform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Foced 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-6482, dated 03/24/11, signed and sealed by Marlin D. Brinson, P.E. (3:rbnnitted underR'OA No. 11-0569.02) C. CALCULATIONS 1. Anchor verification ralculations and structural analysis, complying with FBC-5"' Edi tier (2014), dated 05/29/15, prepared by mar_u.facturer. signed and sealed by .Anthony Lynn Miller, P.E. (Subnri.,eiunder previous NOA tVo..l5-0,509..08) 2. Ckzing eomnlies with ASTM E 1300-09 D. QUALITY E 3S IRA.NCE 1.. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Ncne. Manuel Perea� E. Product Control a ner NOA No. 1 5.03 Expiration Date: August I8, 2021 Approval Date: June 16, 2016 E-1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5t° Edition (2014), dated May 2, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, F.E. 2. Statement letter of no financial interest, dated May 2, 2016, issued by manufacturer, signed :ind zealcd' y Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for "rest Report No. FTL-6482, issued by Fenestration Testing Laboratory, Inc., dated 03/24/11, signed and sealed by Marlin D. Brinson, P.E. (55ubi tired under NOA No. I1-0509.0-7) G. OTHERS 1. Notice of Acceptance No. 15-0609.08, issued to PGT Industries, Inc. for their Seres "PW 220" Aluminum Fixed Window - N.I., approved on 08/13/15 and expiring on 08/ 18/16. Manuel P , .E. Product Control xa er NOA No. 1 - 5.03 Expiration Date: August 18, 2021 Approval Date: June 16, 2016 E-2 GENERAL NOTES: SERIES 220 NON -IMPACT FIXED WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OFTHE FLORIDA BUILDING CDDE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 2) SHUTTERS ARE REQUIRED WHEN USED IN WINO -BORNE DEBRIS REGIONS. 0) FOR MASONRY APPLICATIONS III MIAMI DADE COUNTY, USE ONLY MIAMLOADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATION$ WERE SOUTHERN PINE. ASTM COO CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. SEE TABLE 3, SHEET 3, 4) 6W SONRY ANCHORS MAY BE USED INI0 WOOD AS PER TABLE 1, SHEET 6. ALL 'MOD BUCKS LESS THAN 1-112" THICK ARE TO BE CON SID IRED 1X 111STA1-ATIONS. IX MOOD BUCKS ARE OPTIONAL IF UNITIS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEVICTEOAS2 ARE L112' MILKOHGREATER. 1X AND 2XBUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY MANSPER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INS FAULATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) oV ICHOR EMBEDMENT TO BASE MAT ER9L SHALL BE BEYOND WALL DRESSING OR STUCCO, USE ANCHORS OF SUFFICIENT LCNGTH AS SPECIFIED ON TABLE 3 & 4, SHEET 3 & 4. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATIOIJ.WCHORS GHOUL D DE SEALED OVERALL EEALINGIFLAGH:NG STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OFTHESE INSTRUCTIONS. e) SKAS ARE REQUIRED Af EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPA-°LE OF "IRANSFERRiNG APPLIED LOA03. Vf000 BUCKS. BY OTHERS, MUST BE SUFFICIENTLYANCHDREO TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. T) DESIGN PRESSURES'. A NEGATIVE DESIGN LOADS BASED UN STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE. STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1 SO0. 31 THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WIND! GADS CORRESPONDWG TO THE REQUIRED DESIGN PHLSSURE. THE 35 1133: STRLSS INCREASE HAS NOT BEEN USED I:! THS DESIGN OF THIS PRODUCT. Mt 16 LUAD OURATI ON FAG IOR W: USED FOR THE EVALUATION OF ANCHOR$IWO WOOD. ANCHORS THAT COME INTO CONTACT R:TH OTHER DISSIMILIR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REF FRENCES. TEST REPORTS F71- FI6Y U'-TNACON NOA' ELCO CRETEFLEX NOA: ANSUAF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. IG) TIE 210 SERIES TC(ED'NT: IDOW W'6S FORI.IBRLY KNOWN AS ME 6000 SERIES (FLANUE FRAME) OR 6001 SERIES (FIN FRAME) NAPES AS SHCVR: BFI OW OR.RIMILAR, tXAV.eE USFO 3V INSCPIBING THE SHAPE IN A BLOCK ANO OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEET 2. I--- WIDTH --i I"" WIDTH --1 F- WIDTH - H F- `NDTH - T� 1 Tj - T y/ w P G I-- WIDTH —I I— WIUIH � W---DTHH-�-H1 _ h--- WID-I I - -'I ( �+.�v,,`�, T FyP�''" tJ l✓ > W IB. +1 RL IP --I WIDTH 1-- --1 WID-H 1-- pLTl 1^ WIDTH L u WIDTHa� / 61•TIP-TO-TIPWIDTH 60- BUCK WIDTH _ 60'BUCK WID MIS` TH VISIBLE LIGHT WIOTR 58-5116' VISIBLE LIGHT WIDTH S' . MAN. � B MAX.OG. 4- MAX. _ - C C ;i L _ 96 BUCK yMAX. OC. HEIGHT Sfl6' - TEMPERED GLASS go- I� TE I�• LIGHT 91b16' 16. 6KX VISIBLE HEIGHT III / LIGHT B / 96' HEIGHT TIP � III BUCK NEIGH HE T ANNEALED CUSS ...� TD NIA% d'MAX J 8" MAX. D.C.. ANNEALED GLASS `- 5- MAX. D.C., TEMPERED GLASS GUIOETOTABLES: CESIGNPRESSURERATING IMPACTRATING VARIES, NOT RATEOFOR SEE SHEET 2 IMPACT RESISTANCE STANDARDS USED: I •29 W FI OR16A BUILDING CODE (FRG). 5TH EDIT •A$TM Et39009 •ANA!V.F&PA DESIGN MANUAL, FOP.\^.`CODCONSTRUCTION ALUNUM DESIGN ANUA .ADM-2010 _ I5MI51060T/S A1&2010 T hJR Wx.1Pl i�GEN 1 1070 TECHNOLOGY DRIVE m' : . I N `l ICE, FL N275 F -E1 P.O. BOX 1529 11 NOKOMIS. FL S4 74 S4UvQ A LYNNMILLEP. P.E. CERT. DF AURI. 22B2B61 P GENERAL NOTES.......... .............. 1 ELEVATIONS................................1 GLAZING QUAILS.._....._......... 2 DESIGN PRESSURES .................. 2 INSTALLATION.FLANGE.............3 INSTALLATION. INTEGRAL FIN...4 ANCHOR SPACING, AN.. .... ........ 5 ANCHOR SPACING. TEMP....-... B ANCHOR SPACING. SHAFES.....,7 CORNER ASSEMBLY._......._-_... 8 EXTRUSIONPROFILES.............8 PARTS LIST ._.- . - _... ..B 04/22/16 1 ADDED IG ERAL NOTES & ELEVATION J ROSOWSKI ) V/INDOW INSTALLAT101J GUIDELINES i 01/11 NTS 1 1 OF 8 C TABLE 1' PRODucr Rj NSED NOTE comMri�3.�lm the Flmk6 1) TIP -TO -TIP DIMENSIONS FOR Dm ding Code FLANGE WINDOWS SHOWN.FOR FIN A�upeance NDiG' q� r.p,.6om Das 'La21 WINDOWS OR DUCK DIMENSIONS. SUBTRACT V. Dy Miss , ade I (axial j v O y 6 O O in W c0 THOLE DIMENSIONS MAY NE ., D) e P O ORIENTED VERTICALLY OR I //� m 0 HORIZONTALLY AS SHO'nN.L 2 " LL dc• LONG S g Ill i 0_ SIDE �- LC!1G 510E Glass, TABLE2 SHORT �\ �/ d WU' w (A O LL. De <D 3 Q o SHORT g -\ SIDE ~- -V y J E (V pz g LL N N r- LONG SIDE -.- i� �,; } p O p Z Z Z (� 1 III N co O SHORT ., LONG (+ EL O O BIDE SIDE $ p e Z Z N N Lu IL SHORT p rc S O is LL cki vi BIDE ®Nmr '�- - 1-NOM GLASS STACK 3/4- NONL GLASS STACK «'1G OR 11J"ANNEALED (2)3116' OR 114 ANNEALED ((213116.OR 1/4•ANNEAL CD OV O.j LL -J I+ -� f OR TEMPERED GLASS F` RTEMPERED GASS OR TEMPERED GLASS �ry 13 WSE V IiWE' HUM, �.,LeNOM.. 1 316 NOM.GV'SOSITE .; r-� �blA55 SITE 1 �.II GLASSSTEta .�ESHEETI a6 4'/SEE SHEETS - 1' I.G. GLAZING s }.�& MONOLITHIC GLAZING DETAIL DETAIL FLANGE OR 314 I.G. GLAZING DETAIL - FLANGE OR INTEGRAL FIN FRAME INTEGRAL FIN FRAML: FLANGE OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) (IN? EGRAL FIN FRAME SHOWN) (FLANGE FRAME SHOWN) 'A_Ll E*15ieR,PE. P.E.A 58]OS Design Prpssum 1psll far all FLanie Types Glass:all6"ar116"AnneobE Glass, Monoti611a orinfialabd Frame: gllFnme Shapes LmA 60 lN)e fiJ.E65 .Sa 5] I80 62 � 60 i2 ]5 84 81 9] 9G 102 110 120 1J0 IM 115 r) f 77T1 J.J / 26 �].I Fi13 / 0 4196 /69 /69.3 /48.9 /Cbd I66 /B]4 IE60,�IN r/659q651]8'6.a i/636 /E926/WO659f63+F6].6N-A/Bd.15/629Ifi23181860ir/5]620�4621619181.3/fi05/60D59i/50.H6B0/5i6/S8]0S01553J JB �N uI 35 33 _I 90 JZ� df dS 13 sJ.65s /559 /51.9 ISl1 /533 I-515 Id954{Ib /. I66 LHA /IJ3 /{1.5 +4 d08 hJ98 / 31.6 / W.6 /-Ii9 1155 r112] 1416 F90.9 I308 / ]].1 +/-359 /695 118.t L156 IJ2.B •110.1 F392 /-F.0 /JS{ L3]Y IOB RO I-{19 / 18 .G 39.] 19i] H. 31.9 r4 ]2.9 /48.1 /45A I-N2 fd13 eF ]00 13]6 +h 32.) Ill. /N.0 hd32 IHO aF 38{ rF J66 /4).5 /62.8 U-619 /W0 rl-N.3 / d25 / 11.8 +F Aa6 J90 r1.418 N-609 +/-19.9 +I-<09 r1-10.1 .F d9a r45J] 1532 1519 /51] r150 /SIT I19 SOd I {8.6 r/485 %J]] I<]9 IJ6l <l.1 /i56 a-463 156 al-d51 1431 N.098 rM] H.kO •I-tl8 -IL+4d].l H@-0 a-u.i .e a.e a -ale +I-{63 i L Pr 9w (r 9'ir'fa: a'yP:L G- 16"u S '..peroC f fNe.. 'nuI6L••. PEPma: AO FnmB Shapes B9d U1 I5.651 I� I 00 82 & 01 W 02 Afi 9Y W2 10fi 1I0 Ifs f]C 125 1J9 13] tk 45 rL x - 1�13 16 IT 3] 5l 36 fit a6 fifi R >s.BM -I-aT1 LB60 '.�815/]B2 I ]92 l]I /e)E / 16 ifitrl -62.E/318 /-]?0 ]511 I l 9 1II.Y B r as n nl fi a nsz n{. Ii1.0 .F Id13 6303 ]AS /'9J /]82 !T/5 ]/P I]E3 1158 I]d9 I]12+R] /]31 .'A,. +F]L8+ ]8. Fi]l /1fi.9 >e� l� I2 T139 ]36i66 ]5I +1-698 I ]5] F]53 ] i I ] 0 --Flo I 1 890 1 fiB.B + 6 ] B]S Fill F]J1 R]+ I].I 1695 /fiEI IGBO I6]2 I-66.8+/65B ]12 / ]5.3 H. fi6B 60.1 +l 6I1 +l 6A6 + 850 1832 +I-BdA /865 I68J /E59 /%.2 rI 658 I.W9+1-66.1 I63.2 4L] -.3 i653 615 •I W9 1 ]1 /fi]9 /fi5 IW.9 /838 16)0 .1623 181.5 / 662 16J.5 I d /-818 +I fA9 6]0 +I 6i] I611 +/-N.3 Ffi19 +1812 Ffi00 / B).) +Ffi02 / 635 M 0 3 I fia0 •/-018 H-60A +L 61.1 lil I/�11]I Il]II I]O61-I6B3 I]6.511fid] 680 /69] l6] i00 •/ 851 1 694 •/6d2 �/6i6 r166.6 /fi50 -Is, .5 r/ 6fi.8 •F65z / 613 / 631 •FW) r(. fi5.6 rl'fi).A •F fi2.] V-65.9 4.fi52 N-W.3 J-o13 .F65A rF 616 +F G5.5 r4fi52 __ EDGE DISTANCE 2X WOOD BUCKSTRIP OR FRAMING SEE NOTE2 THE SHEET ' INSTALLATION E FMOR OPTION A INSTALLATION ANCHOR THROUGH THE ' I FRAME I I , I ONDOW I 611CK HEIGHT TIP -TO -TIP WINDOW HEIGHT I VISIBLE I LIGHT I HEIGHT= a:.unovf SUCK I HEIGHT"- , ! m1 INSTALLATION OPTION B INSTALLATION ANCHOR UNDERNEATH THE BE.-,O-NO -- - -- 2x WOODSUCKSTIUP. SEENOTE2.71HISSHEET� J EMBEDMENT TOTALANCHOR ',` I CONCRETEIOMU PER TYP ANCHOR TYPE,EMSEDMENT 114. CANNLEVERSI2' \ 1 ANCHOR — AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, THIS SHEET SHIM SHI1 FIN/ REOUSEMENT , _ GE DJ / 10 01 NCE L '- EMBEDMENT CONCRETEnMJ P d hVnl c1 TYP ANCHOR TYPE, EMBEDMENT °'l" ANCHOR i' EDGE pryD EDGE DISTANCE PER SUBSTRATE SEE TABLE 3. THISSHEET 1 114'MAX TYP. ANCHOR TYPE •i SY!11 EMBEDMENT AND EDGE DISTANCE PER GUBSTRATE •• II l I I 1 i� INSTALLATION x+ • SEE TA6 E3. DIISSHEE' j \t '`, / ` r T J EDGE OPTION C INSTALLATION . II IL` �11 � T—j- _ _ _ _ INSTALLA PION —{- \ Imo- OPTION ExiERIOR - �VIS!BLE LIGHT WIDTH = WINDOW DUCK WIDTH -1.11116•I�- 41v) OIB IANCE ANCHORTALI.. TOP OF THE BEADING I) ➢ISTALLATION 2 I� --- SfNDOWBUCKWIOTH —ill a fie•—L NJCHORONTOPOF — I-+ - - TIP-TOdIP'WNOOWWIDTH EMBEDMENT 1] THE BEADING - HORIZONTAL SECTION A -A -- IWMAx. SHIM n12 STEEL SELF -DRILLING Sms(Es). SEE TASLC3.TH6 SHEET INST.ALLATIODI METHOD J ILAS O - ANGHOR UNDERNEATH TI IS DEADING TABLE 3' Anchor Group _ A 6 Y 114•MAX SIIIM / MIAMI-DADE APPHOVEO MI'LLION (SEE SEPERATE NOA). ALUMINUM, EXTERIOR STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, l� TABLE 3,THIS SHEET }„k W00D EUCKSTP.IP, BEE NOTE 2, THIS SHEET C I- L �'[ CONCRETE PER EMBE@YENi� • ];y ANCHOR f}1 REQUIREMENT Anchor I SUavra. Min. Edge Uat hce Mtn. EmaedMent I 114'410 BE C 2taFiex I. CocrHeimin. 335kS) Unpmutad CMU,(ASTM C401 1GV1 v 2-112- 1-014' ___,_ 11fe'Btea!Ullra:rn N12 Steel Sr'. (G5) 114°41GSS CronFlex !I- Stec4 Ultrran _Un-mutee Cln u, (ASTM C00) o.T Sa_ C= H',no(SO '.LS; AIIrnlnum,6063-T5 min- t• t-vT 911e :B' w 118" _ Sleel SLA Gr 33Inn A365tnel 319'_ 00346"(20Gz) W9 11" P.T Sculhem Plno(SG =. 651 1" 1W9' JM.Uted CMU,(ASTM G90) 2-112' 1d14" P.T $aldNem Pine (SG=.55) 1• 199' Concrete (min. 2.7 ksil 1' 1318' LOCI_ • ANCHORVE MbEDIFt' DISTANCE AND EDGE DISTACE PER DalINO(HANGh THIS SUBSTRATE SEF TABIF 3 TH18 SHEET ] JR 04122I16 �1 tmr nOTes VERT ICAL SECTION B-B Raxle. R !� TT USE ONLY SUBSTRATE APPROPRIATE ANCHORS LISTED UN TABLE SOP T HIS SHEET FOLLOW EMBEOMENTAND EDGE OISIANCE LLMITC Atli INSTALLATION OPTION SHOWN MAY SEVSEEO GRAINY SIDE OFTHEWINDOW. - f °`�-1. '- - ---" -- ® Ce>atpBwv Gram W. ^_)i.WSGN:GA.VCLCRa MAY BE USEOIN:O'T/DOD ASP:R TABLE 3.TH.3SHELEALLW00D SUCHSLE55 THA4•tR'i111DY. <1�!< FLANGE FRAME INSTALL ATION DETAILS JROSOWSKI 'I .NETOEEOONS!DEaEOtYd4STALD%T!ONS IxW00DEIICKS4ROPTONALIFUNTISIN3TLEDDIRECRVTO SUBSTRATE. 10]O TECHNOLOGY ORME IHIe puce: Y.0ODBnC1SDF; ,^T:1a5 ncl.fg ,xAND YXeDCNS(WHEN USED) SHALL BE DESIGNED TO 1 N\'F14!Gi.R3M1:.D V-T'1 / I I r:rover ;Iw,sLR �aAD TOT•• E,R; .^,T'JGC •,YGGD aoa<Des:cna:D,NsuiLAnon IG UTE RE9Pevs.B!L:n er THL FIXED WINDOW INS". ALLA IION GUIDELINES 4%Ot/11 R0. 90x 1525 __ ENGN'c ERORARCH'TCT OFRECORD. t4CN(OMI9, FL 442)a Sevin/Node! IBcde: STwt Ore.w9 Na Rec 3) VISIBLE LIGHT WIDTH OR HEIGHT IALSOIt[FERRED TO AS DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. h......RLER. Pi. CORE OF AUIH ®29296 LJ�/\L220 NIS SOFS 03No 20-01 Q PEA68)OS TYP. ANCHOR TYPE EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE SEE TABLE 4. THIS SHEET EXTERIOR I _IV_ WINDOW BUCK HEIGHT I / I VISIDLE LIGHT HEIGHT= WINDOW BUCK HEIGIT- b11flfi' L TYP. ANCHOR TYPE EMIN IEFT AND EDGE DISTANCE PER SUBSTRATE SEE TABLE 4, THIS SHEET INSTALI_ATIO_N OPTION F INSTALLATION ANCHOR (NAIL) THROUGH THE FIN EDGE DISTANCE y 2)( WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2SUBSTRATEAPPROPRIATE EMBEDMENT 2X WOOD BUCKSTRIPOR EDGS AN '� FRAMING. SEE THIS SHE T ( D STATIC`_ THIS SHEET _ INSTALLATIONEDGF - -+DISTANCE OPTION ME fA-L%TION EMBEDMENT --, ANCHCR(SOREWI THROUGH THE FIN - 114" MAXSHIM V 10J TIT. ANCHOR TYPE, 1 EMBEDMENT AND CODE _ —� DISTANCE PER SUBSTRATE, SEE TABLE q THIS SHEET CID STEEL V SEL P-DPILLING Vit SMS (CS) II II l EXTEI I,I 3 MAX I rilivl I + I ?DISTANCE EDGE DISTANCE EMBEDMENT VERTICAL SECTION D-D ALUMINUMIS FEEL FRAMING OR STEEL STUD SEE SUBSTRATE PROPERTIES, TABLE 4 THIS iFFET, NOTES 1) J--ONLY SUSS T nA'cnr P40:•H:ATE ANLNOR5 LSTEL OR TAD'_' 4 OF 1 rllt SHEET FGLLC'A'EMBEDMENT AND EDGE JBI110ELIMUS AN( INSTALIAlION OPT '.GNEHOWIa MAY BE USED ON ANY SZa OF THE W NDOW._ 2) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYUGH F OPENING) IS MEASURED FROM BEADING TO BEADING. EDGE DISTANCE EDGEDISTANCE EDGE III MAX SHIM III MAX SHIM DISTANCE 211111 BUCKSTRIP OR FRAMING. HORIZONTAL SECTION C-C SEE Nore z,TwsSHEET 'I I 10 A 'tTl 1IN _ I J EMBEDMENT INSTALLATION OPTION E INSTALLATION ANCHOR (NAIL) THROUGH THE FIN JLTJ P 1 (3� / / ( .� La TYP.ANCHORTTPE EMBEDMENTANOEDGE EXTERIOR DISTANCE PER SUBSTRATE, SEE TABLE 4, THIS SHEET V15!I LIGHT 'I IDT: = WINDOW BUCK WIDTH .1-11116.1. ----— WINDOWBUCKWIOTH MULLION SECTION MIAMI-BADE APPROVED MULLION, (SEE 1EPPRATE NICA). MAY BE VERTICAL OR HORIZONTAL. MAX. 1 V-SHIM. SEE SUBSTRATE PROPERTIES, TABLE 4, THIS SHEET. REMOVED PRIOR V Mch 21rz'x.1f I— �.. S Esbak RI He. plane M n BnLedment 1' 131' WL (SG 551 YIP 2-110- .T SWJ' Fe (SD - W) 3'V 3 ]118' 1l2 .145 Roafi 9l'LII 10 SIdJ RS .I PT 6a Pe. (SO =.S) SIT ?711W F TSI P (So. Re AII MI-I3 min. T116" 6Y8" 318' Ile' S N61W Gr. dM1 min. A35 SKIN NO. GIISW D0 Gn) YB" 1/6' 4Crvi_ed 9i Cate: Re visU' NO CHANGE THIS ��J� GscriPtian: 0m FIN FRAME INSTALLATION DETAILS J rna - FIY.EU VJIIN!DU6,1INEa ALLATION GUIDELINES Se:a/MWe1: Scale: 3Tae! -- 0mrm9 Ne. PW-220 TITS 1 4OF8 MD-PW: TABLE 6' PnODUCT REVISED Rmplyin witll�FhviN idding a„i< 16 O a AY•voi No 5.03 pir Data r.iDZI Dv V >N U > O to p 0 li a U 'S J N ! II a' & � fin N co 0 6 g O co 9w 0 H LL a� 3 0 BU" Z ¢ kN oz W F Z Z IZ II p� p v 3 N d O N K gg oU Ua � p a IL n F apm o TNT }t} 171, Q m Wanx o o i o� NOTES _- 1'UrlY.13TABLE rORA SULAHL UR RECTANGULAR WINDOWS THAT ME �TAIENTIESILF FN.,ONSMAY B& I• GLAZeD WITH ANNEALED GLASS ORIENTEDLLY AS SF OR - HORIZONTALLY PS SHIOWN. DI FOR DIMENSION ON TABLE UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT LONG DIMENSION SHOWN ON THE TABLE. SIDE �— LON'65mF —�I 31 FOR ARC"ITECTURAL SHAPE WINDOWS, USE THE TABLES ON SHEET ]. _ / 41TH- WINDOW WIDTH AND HEIGHT MAY BE REVERSED TO OBTAIN A MORE SHORT' II AGGURAIERESULTFROM THE TABLE (SEE FIGURE, THIS SHEET). SIOE t—'--� - 5)TIP .I0.TIP DIMENSIONC FOR FLANGE V.INDOWS SHOWN, FOR FIN WINDOWS OR LLL , _ —� SHORT - 310E Imo— A. LVNN MILLE0., PE BUCK DIMENSIONS. SUBTRACT 1'. PEA 66]66 Maximum Anchor Spacing Allowed, (In) Glass:3/i6"ori/a"Annealed Glass, Monolithic or Insulated Frame: SquarI Pit 32 e or Rectangular } Long S'Ea pn) q 53.6] 55 5] 60 62 65 EB y ]2 _ ]5 _ 8G B9 90 9 1rP_ 110 12 O g O 09?O 002� T Y p�m0 �5 LJ K vl u Ll 3' 11 y 5< > , I °. c.. u m Z (741; w. mw S cc Oa N .D nm Z L W m > Z I O T L Oc > � T m O Z 1- ; y 2 _ 5a Q) On C: sly <olo c 11 A (l CD j m oe10 !F () I I — Un,L"l1X'r^rdX 071 e1 nit0l+,1a110>;.l 1 uN a ida�b GP'9"°MImS! aN+OL xy Wu.knLrylenN (13SM38 JJ(dCOad 30S —�" laous it 3G,$ ONol 3015 160HS E 3ms on l - A{ HfdOLS eV A?lV LNOZIaOH aon lvolla3 o w31ac I 3a nvw suolsn3Lma 31SV1� 1 LIVtl LAGS SM1OISNM10N019 NC SMOC1nVd NU Dd nobs SMOOF'N 3ONVl3 WA SNO SN3VTO d1P01-dll (S (133HS SIHl 3anuld 3331 319V13H1 WOa31lnS3a 31Van03V 3aon V N'llio 010I Sa3 Jb 50 AW. 16OI3H CNtl 611 AMOUNI,M 3H-" 2133HS no s3isb13H1350 'SMOONIM 9dVHS ]VH(UO311H0aV dW LC 31SV1 dH[ No NMOHS N0ISN3V6.0 I H013H aOl LJIM 1671VAV IX3N 9111 0 •il 6.rIOH S8 .o G3a3dIY.1 L.11.-A 032 O 3W 1VH1 SMOGNLt 8Yln9NV103a ao 3evnos I w eod d levi slw 3Sn rt $31GN 1191 E'II C6 091 OBI I'Ot 094 914 98 091 111 I6 P94 Oal L'OL D's1 sal BVL 0'94 9'II Bfi OIL 'Il L'B 0'91 S"11 9'8 081 091 0'1, 091 f O91 6'01 091 19, 01, 091 L31 001 091 0'SI fiP 091 611 e6 $I LI (_'6 094 0'91 11091 0'91 C11 094 OOL L'll OFI 9 9'tl 091 tGL 11 94 CG4 01 081 Zfl OOL 0 I OSI 68 D 1 4 0 O01 pJ_L4 0941 L31 9 1 091 0'91 FIL I 05L C'll 0 1 Z11 O9L S[l BB °PS ewl W % C$ n H I „I 3 ri 091 L'SI ('6 m13 V0y5 O64 fiCl 10 091 L'LL O6 WI56wl 094 B9L OOl 091 09l 6'6 Y?IS Yey6 O'fi1 Ofl 2'fi 0'S1 9O1 I6 NIS 6uol 0'BI IOBI CDl 051 09L 1'01 WIS UoyS 0'91 �21{ <6 OL01 0'IL $6 'PIS tlUeI opl D's1 eDL 10' 091 1'D1 =Pls Wys 0'91 S6 09L E'tl L'b w!S Buul 01, O9{ OIL 111 0BI 1'01 a's Wls 094 09t 111 08�04�01 S'6 �0 11 11 SBJ LD I P' WYG 0 L LItyyII 1I W, l 08 1l'4410 11 1 001 C81 '0 0, 1 p9. 0a1 101 091 0'94 C°I 091 9SL E01 "1 09L 08{ 1,, 091 a9l GGI 201 J'94 811 11, C'a1 101 091 O81 LII 0. 091 >'-1 051 004 911001 0 1 09 09L PB 'll 1 09 61, 051 F6 :II 0 991 0 1 094 L8 E'!4 P l PaY S el 091 D01 094 091 9'01 II'91 Lint OYI OLL 0910 a9 a01 OB SZ4 0 190 9i4 D9L 651 l 0'9l a l •G C'°44y0'91 I°I Ov1 L9L L01 6L1 OBI�BI `ZI GOt 0F4 8Gl 01 S 1 O,i£ly 0' [LI 09i 0. 11'91 091 9S1 [Ol D'OI Li (-1 C01 C2$eC9 6 Ttl 9L1 061 9r1 241 031 031 In 09L 911Z0 �99 { 1 'J 0 b C24� O91 0I OFt a0f 1� 5V 09L IELI ,QEL,�.�LI G $ll 104100�ZS�Oa1 0'{ Ol Y 0£y91 O6 01f 'J CFI 90{ =Ltl 014 [II Ipt 9{L 0 1 0 0 LL L a tG4 J 11911 E6l e 901 B'b 001 Y J 10 04 DDLIC54f LJ 05 09 B L01 0 11 fi61_PIS tl 5 'e"1 1 I 1> !B W 1 P1 II P _ _'! e tl D %i S tl %I J B�tl G[t 'J 3 Y O[I a _ '-tLL 3pn5uelxL•B eL.nbS .ewold 9939'InP-. B I.:evoµ!'9 egP.. dw;I„}8 Y 5LIe sce19 _ _ (ul C=".D ^. Ev1rdS_gDIK w^wixe 6[l OOI Y9 P9b 41 t•86t Btl I I'9 pI61W6 IG E9 [I SB E'9 W38'L 104 9'9 14 "' L. 00 PE WV6 91L fib Pit B9 LC4 66 Y'9 aPBCrvI CC{ B6 Y'9 ECI t[ L6t 99LLD 50V ['9 P E 01{ S'01 { L iiL!9 11 , — w5 OL L91 OPL 9'OI I! 0011CL 411 LL 55110641 I's fN tL 8m zL 61 raL a[ In 601 WL5 93 41 0�9 Ot t04 Cs W'$ II ZL S LL '( ,it C9 221 LL 01 6'l{ 9'L OPl _II L4! P I O LSl S'L4 aL i91 III Y[ ISl {{II --I --I, E'L a,, it. eL S L 901 L Lt11 0 5P IDS0 OAI OLt LA 0' _ZI 8( a941Litj_ 0 1 III 9L 0.. ,9L 941 LL 'S BLl 9L YSI "II SL L511Z'It [L B 1 111 OV Y?�nr '[ "1 S1�'L�_ D 1 L 1 WS 091 OI, [ 91 O[I ♦B 091 I[{ [0 '91 PZI ,To 921 6f O61 EL A'L 01, OZl I aL OBI 6LL 1] L6l E21 IB 091 OB OI 0'LI 6L 09 f'll L[ B61 9" 9 S51 Lt S'[ 4S1 ILI E'! 0 t 9LI LL r95 Uel LC 0 L till 1,,09 It, CI 9O 091 YCI IB 0'04 4'fl CB OPI fiZ t'0 0 L (ZL ;0 0 e'L 691 LZl p5 V$ C'il B 4'el S'Zl 0 L : {,Zld ]94 Z'LI J6 04 9":.I fi iJ_1S 1 :L A 4 9 S"v II I., J^l a �'1 ILL 0C JY 94 0 9 1 BE1� 9 9 Sf{ S 1 L9 O LI o L99 [LI QJ 9(f! IE O IJ SII 19<I I 0A J1i_ SHE' 0S L -I 9'3l 1. 9'6 IEl C It 9B OPL GL,L IB _ 91 C9 O'01'hZ{ IA 03L .Zl OC 6 1 0". GJD I 511 9'C PS�AI { nl 9' l 10 6 C 'Y4 L 4i4y 20 l 0'91 09l 1'!I ��L A SY 03 S'I�IP C C3 ILtl. �.91 OIL I t O''I _SO OE LO 0 091 Oil CI II ACI 0 109� '( 0. 99 III C1� 9 f "[_L91 [ I I4 OPI�C 1fiZ1 0 W46 0d1 S'1 '6 C31 051 [ S{ B GB O'l.{l.�Z 09 F9 18'>L LG 0'6l 0'91 46t S 4C 0^1 ES 00 95 e^ 0 I 0 n+ I_I 9 t'SI B I - [{ 9 LC'. �, O rG' L 8 ISI I tfi I,n L — 9t 09l 0 1 P21 b�P 6'YI__26 eI - I6 _ZI i t0 0' la.I�O09yJ IeY oO OB O0' LO 091 116_'f %ZI1 041 L d E l6 0�;1_I 0 1 9 OF� t I v 19 IOA 00 zvJ Ofi OY IZ 52 nE{ 9a I[SI r -a9- 10 I 0"11 I I O.41J_P'S I[ J L (T l e L $W 91 '_I I 1 �CI 081 J'Ol 890'6. Is, rE 091 ".°i 0'91 O_91 091 St1 VOL 6 451 -TT9 �4BF 091 0 Bb OB OOL 091 001,_ OAIO [:SI 15�091 BE I6iJ p_IjO_[1190 ]0{L301 S${ 06 E 0'9L 0""�C_�lB J{ C51 LO ,I.I 9J C'01 6L1L8101 92V_i_6 13L1 CB IJYI` ZdI I J'S'r 09 LOI 81 fi O'e' _1I 091 01 9tl Z ]3l C I9tl OB 0L fi `C 4'9 ['Cl j LB 10L1 �0 r 651 ( 091 09 S'C{ 6 091 9 031 C Z�_8B (41 tad 3 PS OwfO[L CFI OFI C 9. el I90f s5 0S�..Z�[9 LB�L4�9 [9 p 6{ ,d f.OLI 9d (S{ ` IO 11L 0 I 4 L J 11 Olt ! ' Z6� C 140 1 $0 _ 6 _l S C __� 0d1 001 OBI 111 I4h 1. Yew I D'61 Otll�C I 01 "' 051 1841 r91: 09 01 9 1i 9100 FCL OA I6 p 109 OB'i 6F 09 <[I 8 00 CSI Oir D91 OIL Oil 691 SJI 0'91 C91 SII 09 44 90 001 0 C>I 16 091 0.1 L" 1 I E6 091 90J�L91 IIJ91 4 1 0'91 Zfi 60 0 I6 L41 LE J91 v°{' OI j 06 Il:C�Ofi LDW 0 EL 1 p'91 IZ411D1 45 IT { Z O �r'PL B 0'I 161,�AI 6C 1"01 0 L DI EI D{ Ltl 52 091 001 ] 46 OY { I 091 60 ISC I 0 01 l 11 01 1 Ld I 5 9C1 S'4 ve J Zt 091 [II 9 091 S 6 01 Y 40 Vb [bl IO 481 11{ (6 OBI PII B6 091 09 It 9 0'91 9' 90 091 '9 SII 0 SO 00 91 Et1116 091Z11 [J 09111t1 041 ICI _Z6 OpL-I OOL 6L1 Cf1109 Efi 09L 0911401 0'[I OB 01 0S1 LEI 001 06�5 `r 091 I11 091 0-L E'tl 09V1041 'll 094 091 O{I OBI 0'?I 80{ OAr OOI 001 01 09l 09t L01 09L 091 5'CI O01 001 6'O! D.( OIL ` Ol P.S 015 094 FYl 06 091 90L [fi 051 L'tl 96 1,0 BII B8 091 114 66 0It [YI ° 094'Etl Efi 0➢4 44L 2'6 0'94 5'EI 1'9 091 6'CL I'b ePS eUeI C 0'91 0'l 'LI 094 OB4 Yl{ Odl 0L CIL 081 091 2{1 091 "o OIL 09 091 3 901 'al §l /'01 O'9�0�P 91 01 9e1 91 1 ap.6 Wll9 0 0 b tl a 8 V 0 B b 8 V O 0 tl O a N J 0 N p I B tl D 9 tl 6brap+°4°b 66 96 28 06 _0_ LB W 28 W [[ YBB 5( alU0 aPl5 tlwl reln6ugaa arenb d PGelnsulLSP!LP!IPuogl'sse�pmadwal ..411 LP,9Lrt �sselJ (NI'PamD6y 6ulaetlg)Pyauywtnu!iey9 3 tl'b3]LW,NNAI Y r . > � G I 0. I( 11 .Hip I K s1, a xBl za x �m � �$ 2O3 3 A 8 0 6 F n O C> OD Q N -4 m c I < yr m N Yi � T I IA• to n J/d'71d Eo5 0-%1 SwF+", +wpti Wl'F!T.=4rLlJuwv x msinan a9nnoa• prlue 391s 1 ii �1i I 1)!QHi h F- 30IS ON01'Y Me, 9NO111 j/ _ __._ NM0HSSV AllV1NOZ1a0H I II ac Alle—'taalcau+3lae �_ I.. �B {VrY SNO.SN II03lSV1 JbH1enS SN0913.'JI30' fJt0 SNOISMN10 HOd 1-d1l(S SrLOONIG1301Mi LOd SNOISN31NI0 d!1 O: tlll (9 ,VJtl AMnINIIA IYUN33141 UOd S3IbV13d •O NId0HS OMOVdS:HL ifn(9 UJ3H IHl dn011:3SI 319VI 3H NIOb1 1IO93H l l V9 IOCV .. 2'On V NIV190 Ol 01Sa1�311 39 AV44IH H CNV HLCIM MOCNIM 301M 9 L0 9 Sjj9j 41 NO S319YI JH1 1...'cFMOiW nOFVLOIN jo1H. 0,, jr, .If, 31CMi iNJ NO ^. ucl 13L 'H 3I bo Hllr Tv4Y !' u_ nt ulna I I :o l4S 10 Z'- ILI+b �`IVID 01H3dW31 HOd O_S/ 1.19 ISVl ILRYID MILLLiNNI YC ani. 9 `31 CI G 11HV1 (MOON 1 'v i lYN'LL03: H0,91V HO33l3tl S3H1]sr. 9iON WL ._ �. oL4 S44 LLd44S I.Mo.449LV :Lwmi p,t ncL, j,, :';In I L i'-Gci0 paad='...'r. J .OI ;,. o:. on I WL �al IO wp ePIS UL'P'. 1N00 9319Y1 0"91 HZI IB _ 413 ru HL 001 9L1 < OYL 911 [[ 03{ [ 1 OGI Z. 081 SZI Z9 O➢1 IZl 19 Go...ZZI OB ZEI LO ZB 6 1001 Y6941 _� 6 l 5'6 0 P! 4 C1, 6 <C OCI 90� OL� Lo L_p v 15 JAL (YI 190111 M OY 0 LlI [GI 211 IL 9 GS C(I IB SCI 64 SO sIt LI OL C . 0{I 1'L LH Isl 1' ct CH v( l5l SlL 'r IL 11 OBI 0Zl 6'L 1017E l 05 06 OP 9l_�C'4 I041 In ✓9 1�14i1 I{!ll1]8 09t ( �G9. �09 I 16JC9[ 11] IJ 11 - 0G1 Z 1 eOBL C 1� 5r]9291I Bsl 0 zt el, It LG 0 I 1 Y' 1 y Id IS,Lt {CJ 9 f 1 SG BS4 B I 9( OBI Btl <[ O9 OZI ubl LLI 254 Lll [[ c'SI L IS[ BSL Btl 9t 09L BL 1JF4I P I 0 111 1'IL 5'SI fllf Lei f_I L I( CL s 51 19t 1 {Lf9. Oel OYI S0 09L ¢I� 091 8ZL O". lL 09Lmp8 061 5 OIL L IiI 0n fi OPL-L 09L Y 094 H5 94 { JO_ I�09L Ifid Ofi I"C �GGI I6 �_4_,t$III 961Yr`p`j9>ITiAY 09 0911C{I U➢� OBl 0 l OG 921_ 9.1 0'CL KI l9 [I. CB Id 90 19 99 09 IUS OG 0.1111 001 004T[tl O91f'[I ZIL!d B L 0" C'0 Y4 OB IB �04yLSC1yL9 OL 16 co IY dLjl 1 0➢ �09152I1LS 09L1(Z41 [➢ 0 621 PIjl�0:01 0➢ i[I 9_0109_JOC� �08L FCI 9 [I J{,98. LB P(I 51081 Ibl 99_I 2 15 0'91 �21{d 1:9111'14 0[ 49l L.'119./, K iPvL -- .I DS G']( 6G _ 0P 'L�IIl YOL 9Y GCI P� _J 1 Z L. 01 .5 .Ir9 I E1 C R f 0 LY I .. raYt c J Hs OSI [St 19 P6 fOOI S{L u04 8[L t'6 OHl 4I1 C6 �➢1 CY1 YL Bl S d y 4 7d�L 09 E'CI (➢ 091 I{I 94 6L 10 O01 0Yl O6 0.94 BEII L6 OB' ILd 09 C 6 Tl :6 001 �[ I. L6 O61 4Y: LL OB4 3i4 2d L 9d S 091+t�L C ➢ t I 0 �j'LI IeLwe IO B9t�c�y�➢�4e�LZI GGI -1+9 068)� Il Gbl ''L'yB C 1- 9L C 11_ d H1` 1.J 1°y�B. i2. Ll JC'bl uo 6 ti �Id SB 0 IGO 00 IV 91+Cu 001` ,u 6C4 1f4 .B 091 L 1 Bfi P'n ¢y 96 r LB w 1 <L 64d44S1x/Wa.1.4.V:L..A 4.-;1. `411Lm II-9.j]PCIJd41 t..n I.jLjc L.E:O 9 n m vn L9P 5 sl 9L L 1'L _ B L a vL s c a sL 9I 41 L11111 91 E,1 IE 94 9. 5t 9t 1 AL 9 18l 01 9 L,t fI 9L IL 9 v Pt LI SL FI 8L 9. 4 94�9 9 3�9 9{L9� _.. n B. AL IL ° 91 at 91 04 51 9: 11 1 PI 91 I n 9, 9L 91 9L 9_ 6_. 91 al °li° dl'91 3i 31 P 5 p. 9 9 L L 1 IY 6. s' L dt—I f— 5t 6 9 91 S 3 6 9. _ B 9t p P- i 9 5I t SL'1. ilI} 911' 9. a +'l 9 dl I 81 f 8 L ' 9L PI 4. YI Pl 6 6 I_L51 LL 19 __I I ° c p: CL I I 94 9L 94 84 PL L 4 IB 5'I.L1 CL TI. 099Y d.9VO49Y p4Bb>9Pb d9'JY Ole, L46bd:0Y-0d991'efifi 40 Sfi tl 9ml-na•V UL KL ell ml 96 W IB 03 5[ Lt W w d9 O6 l9 ss s9d[v al' -II •rCIS L:v1 wd.4SI."114.V os.wd pge1P4VIdBLI41110upA.""1O PP1... "v .YAd0Jim::..IV Ip0'9Bm(1 L4Ie(ipeLe9 POM03V Up.ILJS Ip49uVunni4eG9 L3I It 90a CORNER FRAME ASSEMBLY MITERED 'RP WITH FRA `• F WELDS AT SCREWBOSSES .ASSEPABL_ DETAILS FOR -FLANGE FRAMES ANGLED/CURVED 90' CORNFR_ FRAME I FRAME q ,.1 ASSEMBLY ! ASSEMBLY 4 ' iS If MITERBO FRAME WITH FRAME V WELDS AT ' SCREW BOSSES L: f SILICONU STRUCTURAL ��r-HOT-MELT BUTYL �d STF IL:L.! - SILICONE �� I, V4'Y.OM FOAM-\f-1 }✓ +%16'NOb1. RI WIGi 1 t R I ESICCAti' D 1 DESICCANT EXT. GLASS .AI ENT �( I ��-INT - GLASi CA/ '�� . .ice. GLASS KOUISP_CE �, SUPER r) "' uSG T"rS SPACER'-" iJXT ALI IMINUM REINFCP,,E6IENT PCLV2 r DES!CCANT FILL AREAA 116 .,0� BUT, ENE SF^ L - 5I16•NOTA. % SILICONE SEAL BUTYL3 4JI{CANT FOAM /I� RV L v I rh 5 ALLESS STEEL EXi GLA99— //IAI / Y E%T 6LA95 V INT GLASS /—IN• Cu1F8 OURSS�Af"' XL EDGE" �6/SP.ACE.R SPACER F N0_t:L)INC:UI(l tlT '., I FRAME ,1 ASSEMBLY 4 I ly I V'V iri II I dA_ ASSEMBLY DETAILS FOR FIN FRAMES IhI, PST I PDT sl P-al 1 I 69512 1i 630J1 1 Yi1 6i19fl See lhu lKcmmefw :L.4 O rrn S d U OC p 14A;A0nUslGS4,uuawl N c ,'vl3 -a iYd9C. �o Iron "�., elsomc _ tR-i2 I '105P< t? 1:85 %MAIN 11 11.,1 7855A1 1!. o h11P;T. 1L 01: i�VVSi. A SAT 11 S.a;I S. AL VN!'VL]^R nc @cAc9en R yF me 4:91F�T� �+xlrg BTnn P35o'_Fu5Y514n _ xa rAwiln f4.1 Flc`} OHYI Lou A99 SllcwN w Epllwkn�. Gaskg (.19J' [rne jggSl QOsad ('dl Foam Tap' Sgfg Bak 1119 a SAP v I' 1070 TECHNDLOCY ORNE P.O. Bo. L' 19 NOKOMIS, FL 3427a DEBT. OF AUTH. 129296 2.G00• —I r sr —T T-1 382' i I mB' � �FLAFRAf d6'_ r5z VIA MUM x.d;_ Cr2 9 6rB`i r 12 AB 1 11e'5' 090" — 1 INTEGRAL FIN FRAME 6063T52 ALUMINUM j` s6.T. 11, u n4y 1 om aK. O o11r) - °PtY °= viI-FTNb U Idi pC.Ma naveG ry' Wu. I R I *��'�-JI,O 7^71 JR 04/22/16 C7CL 16'PACERS T>,ll�.L1 klrsrn Talell Pmrug l re pr4� Fev/wd y'� �tv' �Re aRnr I I L� v B,JNI 8 '_Or;NER ASSL.M.N Y LGTAILS J ROSOWSKI TI. D m °IXED Y'/INGOW IN;; iALLATIOFI GUIDELINES 4/01/11 -aye lMF. I4a•: - mOF — 6rv1wCrq- PNoJ. J22RaCPW-220 N'TS : Florida Building Code Online SCANNED Page 1 of 3 L. LUl IUU11lV jyyjlit r,L m4 j} acts Home i Log In j User R¢gts[ra[ion ( not Topl¢ j submit surNarge 5[ats&Facts I Fublicauons FDC Staff j BCts site MaD unks searth j ems' dbpra °'r Produ[t Approval� �I uSER: Public User MAY 1 8 20,17 Pm(luft Annrovul Menn>PmOurS or Aonllca0on 5eardl> T:Revision pppllcetl)DU PERPAMING FLu 239-R24 St. Lucie County, FL Application Type Code Version 14 Application Status r 'Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission It necessary. Comments _ FIL E Archived PY Product Manufacturer PGT Industries Address/Phone/Email 10]0 Technology Driv North Venice, FL 5 Ext 22318 droark@pgtindustdes.com Authorized Signature ]ens Rosowskl jrosowski@pgtindustdes.com Technical Representative ]ens Rosowskl Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 21140 7rosowski@pgtindustdes.com Quality Assurance Representative Address/Phone/Emall Category Cnd) Subcategory Compliance Method or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) $tantlarg year , TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 08/22/2016 Date Validated 09/07/2016 Date Pending FBC Approval Date Approved 09/08/2016 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1 Bu8CAEm... 5/18/2017 Florida Building Code Online Page 2 of 3 Summary of Products FL # Mod el, Number or Name Description 239.1 SH - 200 (Non-1 a) Aluminum Single Hung Window ! Limits of Use Certification Agency Certificate ! Approved for use In HVHZ: Yes FL239 R24 C CAC 16-0505.02 otlr Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/01/2021 Design Pressure: N/A Installation Instructions ! Other: Please see Miami -Dade County Notice of Acceptance (NOA) for FL239 R24 11 16-0505.02.odf product performance information, anchorage details, and anchor type, Verged! By: Miami -Dade BCCO - CER size, and spacing Information. Created by Independent Third Party: ! Evaluation Reports Created by Independent Third Party: 239.2 SH - 500 (Large Missile Impact) WinGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes F039 R24 C CAC 15-0612. 120. odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 01/08/2019 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance INCA) for FL239 P24 it 15-0612.12b,ndr product performance Information, anchorage details, and anchor type, Venfied By: Miami -Dade BCCO - CER size, antl spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1239.3 ISH - 600 (Non -Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes F039 R24 C CAC 16-0214,05.otlf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Data Impact Resistant: No 01/26/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance INCA) for 11239 R24 it 16.071405 odf product performance Information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER j size, and spacing informatio Created by Independent Third Parry: Evaluation Reports Created by Independent Third! Parry: 239.4 ISH - 200 (Lame Missile Impact) Aluminum Single Hung Window I Limits of Use Certification Agency Certificate Approved for use In HVHZ: FL23^ R24 r:07:14.06. tlf Approved for use outside HVHZ: Yes Qu ' ssuraxph Date Impact Resistant: Yes /26/2021 Design Pressure: N/A Installation InOther: fproduct Please see Miami -Dade County Notice of Acceptance (NOA) f FL239 R24 it df performance information, anchorage details, and anchor type, Verified By: MiaO - CERsize, and spacing information. dby Indetl P Evaluation Created by Independent Third Parry: 239.5 ISK - 800 (Large Missile Impact) Multi -Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate'I Approved for use In HVHZ: Yes FL239 R24 C CAC 16-0214 01.od! i 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 R24 1t 16-0214.01.0f . 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: 1239.E ISH - 800 (Small Missile Impact) Mulb-Story Aluminum Single Hung Wintlow Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL239 R24 C CAC 16-0214.02.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/03/2022 h Design Pressure: N/A Installation Instructions Other: Please see Mlaml-Dade County Notice of Acceptance (NOA) for FL239 P24 rt 16-0714.02.odf ! product performance information, anchorage details, and anchor type, size, and spacing Information. Verified By: Miami -Dade BCCO - CER ! Created by Independent Third Party: Evaluation Reports Created! by Independent Third Party: 239.7 SH-3000 (Large Missile Impact) Architectural Systems Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL239 R24 C CAC I5-0612 11 LMLodf Approved for use outside Hi Yes Quality Assurance Contract Expiration Data Impact Resistant: Yes 12/06/2017 Design Pressure: N/A Installation Instructions Other: Please see Mlaml-Dade County Notice of Acceptance (NOA) for FL239 R24 it 35.0612 11 LMI df 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: 239.8 SH-3000 (Small Missile Impact) Architectural Systems Aluminum Single Hung Window Limits of Use Certification Agency Certificate j Approved for use In HVHZ: Yes R239 R24 C CAC 15-0612 IU SMl.odf Approved for use outside HVHZ: Yes_ _ Quality Assurance Contract Expiration Data Impact Resistant-- Yes 12/06/2017 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance INCA) for R239 R24 IT 15-0512 10 SMIOdf product performance information, anchorage details, and anchor type, Verified! By: Miami -Dade BCCO - CER i size, and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.9 SH-S400 (Nan -Impact) Vinyl Single Hung Wintlow Limits of Use Certification Agency Certificate ! Approved for use In HVHZ: Yes FL239 R24 C CAC 16-0214 04 odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Data Impact Resistant No 07/30/2020 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1 Bu8CAEm... 5/18/2017 Florida Building Code Online Page 3 of 3 Design Pressure: N/A Instaliation Instructions Other: Please see Miami -Dade County Notice of Acceptance (NOA) for FL239 R24 Ii 16-0214 09 odf 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: 239.10 SH-5500(Large Missile Impact) Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes PL239 R24 C CAC 16-0214,03.0df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 07/30/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance (NOA) for FL239 R24 11 16-0714.03.Ddf product performance information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER ! she, and spacing Information. Created by Independent Third Party: Evaluation Reports L Created by Independent Third Party: Contact :: 26n1 Bldlr Stone Road, TallaM1az au R31399 PM1one: 850-487-1824 The Stale of Florida is an WEED employer. Cowriaht 2002-2013 State of Florida.:: Privacy Statement:; Aaesslbllity Statement :: RefurM Statement Product Approval Accepts: ®- M Securli} AlhTmcS` http://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1 Bu8CAEm... 5/ 18/2017 MIA1011 DE 0 MIAMI-BADE COUNTY Em PRODUCT CONTROL SWT10N DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) I I B05 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2593 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) 'amlaaa� earreeenem. 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 (AID). This NOA shall not be valid after the expiration date sated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/or the AID (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 one cepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, madify, or suspend the use of such product or material within their jurisdiction. RER reserves the rightie revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this productormateria ' uuementso then ' to building code. This product is up as described herein, and has been comply the Florida Building Code,including elligh Velocity Hurricane Zone: DESCRIPTIO : Sort. "811-700" Aluminum Single Flung Window—L.M.I. APPROVAL DO NT: Drawing No. 4040-20, titled "Alum. Single Hung Ww, Impact", sheets I through II of 11, dated ' n F dnted 0510 y manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufaclurees name or logo, city, Marc, 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 ofNOA. ADVERTISEMENT: The NOA number preceded by the words Minmi-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 NOAP 15-0519.08 and consists of this page I and evidence pages EI, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 16.0714.06 8�)/t,l� Estate" Data: Mareh26,2021 Approval Date: August 18, 2016 Page I PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturees die drawings and sections. (Submitted under NOA No. 05-1018.01 and 07-0322.06) 2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact', sheets 1 though I I of 11, dated 09101/05, with revision F dated 05115116, 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, wing: Kodispace 4SG TPS spacer system, Durasealis spacer system, Super Spacer® NXTTMr 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 Idalmis Ortega, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 ,.4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of 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 under NOA No.07-0322.06) 3. Test reports ion: 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. FTI-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.07-0322.06) i/ Manuel Per E. Product CantrolE er NOANo. 16-071J.06 Expiration Data: March 26,2021 Approval Dale: August 18, 2016 E-1 PGT industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONrreuED) 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 flame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted trader NOA Na. 07-0322.06) 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 far frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4649 and FTL-4723, dated 10/05/05 and 08/11/05, 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, TAS202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 ..4) Small 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-4947 and FTL-4650, dated 09/11105, both signed and sealed by (Submitted under NOA No.05-1018.01) Test reports �mc.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 NoIF rL-4948 and FTL-4646, dated 08110/05, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) Manuel% ez, .E. Product Canlral .x finer NOA No. 164714.06 Expiration Date: March 26.2021 Approval Date: August 18, 2016 E-2 PCT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014), dated 05/12/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted underprevious NOA No. 15-0519.08) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dad i Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Sallex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05121/16. 2. Notice of Acceptance No. 14-0916.10 issued to Kbraray America, Inc. for their "Kmaray lutacitcO PVD Glass lnterlayer"dated 04/25/15, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-V' Edition (2014), dated May 16, 2015, issued by manufacturer, signed and scaled by A. Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.08) 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and scaled by A. Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.08) 3. Laboratory compliance letter for Test Reports No. FTL-4957, FTI14958 and F[L- 5063, issued by Fenestration Testing Laboratory, Inc., dated 10103106, signed and sealed by Edmtu do Largaespada, P.E. (Submitted tinder NOA No. 07-0322.06) 4. Laboratory compliance letter for Test Reports No. FPL-4649, FTL-4723. FTL-4947, FTL-4650, FM- 4948 and FTL-4646, issued by Fenestration Testing Laboratory, Inc., dated o8/10105, signed and sealed by Edmundo Largaespada, Y.E. (Submitted under NOA No. OS-1018.01) 5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chords, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0519.08, issued to POT Industries for their Series "SH-700" Aluminum Single Hong Window - L.M.I., approved on 07/09/15 and expiring on 03126/21. Man iel Pe e; E. Product Control am er NOA No. 16-0714.a6 Expiration Date: March26,2021 Approval Date: Auausl 18. 2016 E-3 GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. IONS: (SEE DETAILS ON SHEET 2) A.5/16'LAMI NSISTING OF(2)CITIES OF IIB'ANNEALED GLASS WITH A.090'KURARAY BUTACITE°PVB (BY KURARAY AMERICA, INC.) Oft.090' LEX°PVB INTERLAVER (BV EASTMAN CHEMICAL COMPANY) 5l18" CONSISTING OF(1j LITE OF I/B'ANNEALED GLASS AND(1)UTE OF I/8"HEAT STRENGTHENED GLASS WRHA .09 "KURARAY BUTACffE°PVB (BV KURARAY AMERICA, INC.) OR.OBO' SAFLE%° PVB IMERLAYER (BV EASTMAN CHEMICAL COMPANY) C.5/18' LAMI CONSISTING O� (2) LITES OF 1/8^ HEAT STRENGTHENED GLASS WITH A .OBO"KURARAV BUTACITE PVB (BY KURARAV AMERICA, INC.)OR .090"SAFLE%°PVB INTERLAVER (BV EASTMAN CHEMICAL COMPANY) D. 7l16" LAMI CONSISTING OF (2) LITES OF 3I18' ANNEALED GLASS WITH A.O80" KURARAV BUTACITE °PVB (BY KURARAV AMERICA, INC.) OR .090"SAFLE%° PVB INTERLAVER (BY EASTMAN CHEMICAL COMPANY) E. 7/16" LAMI CONSISTING OF (1) LITE OF Y18" ANNEALED GLASS AND (1) LITE OF 3/18"HEAT STRENGTHENED GLASS WITH A .090' KURARAV BUTACITE° PVB (BY KURARAV AMERICA, INC.) OR .090"SAFLEX° PVB INTERLAVER (BY EASTMAN CHEMICAL COMPANY) F.7/18° LAMI CONSISTING OF (2) LITES OF Y16"HEAT STRENGTHENED GLASS WITH A.090° KURARAV BUTACITE °PVB (BV KURARAY AMERICA, INC.) OR .09G" SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) G.13/18' LAMI IG: (1) LITE OF 1/8° TEMPERED GLASS, AN AIR SPACE AND 5/16- LAMI CONSISTING OF (2) LITES OF 1/8^ ANNEALED GLASS WITH A .090" KURARAY BUTACITE° PVB (BV KURARAY AMERICA, INC.) OR.090' SAFLEX°PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) H.1&16° LAMI IG: (1) LITE OF 1/8° TEMPERED GLASS, AN AIRSPACE AND 6116- LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 118"HEAT STRENGTHENED GLASS WITH A.090' KURARAY BUTACITE° PVB (BY KURARAY AMERICA INC.) OR.090' SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) I. 13116" LAMI IG: (1) LITE OF 118' TEMPERED GLASS, AN AIR SPACE AND 5116" LAMI CONSISTING OF (2) LITES OF 118' HEAT STRENGTHENED GLASS WITH A.090" KURARAY BU7ACRE�BY KURARAY AMERICA, INC.) OR .090" SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) J. 13116" LAMI IG: (1) LITE OF 118' TEMPERED GLASS, AN AIR SPACE AND 7/16- LAMI CONSISTING OF (2) LITES OF 3/16° ANNEALED GLASS WITH A .090' KURARAY BUTACITE° PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX °PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) K. 13116" LAMI IG: (1) LITE OF 118- TEMPERED GLASS, AN AIR SPACE AND 7116" LAMI CONSISTING OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS WITH A.090" KURARAY BUTACITE° PVB (BY KURARAY AMERICA, INC.) OR ,090" SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) L. 1Y16" LAMI IG: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 7116" LAMI CONSISTING OF (2) LITES OF 3/18" HEAT STRENGTHENED GLASS WITH A.090'KURARAV BUTACITE PVB(BY KURARAY AMERICA, INC.) OR.090'SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) M. 13116" LAMI IG: (1) LITE OF1/8' ANNEALED GLASS, AN AIRSPACE AND 5/18' LAMI CONSISTING OF (2) LITES OF 1/8-ANNEALED GLASS WITH A .090- KURARAY BUTACITE°PVB (BY KURARAY AMERICA, INC.) OR.090"SAFLE%`PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) 2. CONFIGURATIONS:'OX' (111. NEW AND RADIUS TOP, ALLWI LOW OR HIGH SILL OPTION) TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. STANDARDS USED: 42014 FLORIDA BUILDING CODE (FBC), STH EDITION �ASTM E130 9 4ANSVAFWA NDS-2012 FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL. AOM-2010 °AISI-M0 VS2-2010 4. ANCHORAGE: THE 33 1/3°A STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL-4645, FTL4646, FTL-4647, FTL-4648, FTL-4649, FTL-4650, FTL4651, FTL4723, FTL4957, FTL-4958 AND FTL-5063. ANSVAF&PA NOS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL 8. SERIESIMODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 10. FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT, ONLY GLAZING OPTIONS WITH TEMPERED CAPS (G-L) ARE ALLOWED. P.G.00%142B NONOMIS. M-34M SAW NTS I 1 > 11 4040-20 [97 \ 117 c111TA I I (el @ L1. SHEET GENERAL NOTES.............1 GLAZING DETAILS............2 DESIGN PRESSURES ELEVATIONS ..................... 4 VERT. SECTIONS ............. 5 HORIZ. SECTIONS ............ 5 PARTS LIST ....................... 6 EXTRUSIONS .................... 7 CORNER DETAIL .............. 7 ANCHORAGE .................... 8-11 P.E. 112"NOM. U \ 44 I Intl I I IIL GLA1-Nom. GLASS BITE LI III777 111 SITE Part# Description Material 71 Kommeding 4SG TPS Spacer System 72 Ouanex Super SpacernXT CAth Hot Melt Butyl See this Sheet for 73 OuaneK Dumseal Spacer Materials 74 Cardinal XL Edge Spacer }�1 I�—. 1/8" ANNEALED OR HEAT STRENGTF+ENED GLASStfl 3/18" ANNEALED OR HEAT STRENGTHENED GLASS ��f1II,}.1� 090 PVB INTERLAYER 1E 080 PVB INTERLAYER T 118"ANNEALED OR HEAT STRENGT' NE GLASS 3116" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 7116" LAMINATED 5/16" LAMINATED GLASS 80,81 or 82 7116" LAMINATED GLASS 83,64 Dr 85 \, 71 74 71-74 a EXTERIOR INTERIOR 1 (ALL SECTIONS) In n "PV "_ KURARAY BUTACITE l/2"NOM. f/2"NOM. PVBINTERLAYER GLASS BITE 46 GLASS BITE or SAFLEXBPVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 711 3a 70 118"ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER .090 PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENEDGLASS 3116" ANNEALED OR HEAT STRENGTHENED GLASS 5/18' LAMINATED 7/16" LAMINATED AIR SPACE AIR SPACE 1/8" ANNEALED OR TEMPERED GLASS 118" TEMPERED GLASS 13/16" NOM. 13/16" NOM. 13116" LAMI IG GLASS W/ 5/16" LAMI 86,87,88 or 92 13/16" LAMI IG GLASS W/ 7/16" LAMI 89,90 or 91 G[ KT 3UTYL NOM. EX1 NOTE LAMI IG OUTBOARD LITES MAYBE UPGRADED TO 3116' WITH NO CHANGE IN DESIGN PRESSURE. PRObVMR6V196D oml�Dina wilK Nlv PIpNe Buildinn Cade I1 POLYISO- DE3ICCAM FILLAREA gLpi.t BUTYLENE 5119"NOM. GPIInI DWe Y ,I SEAL SILICONE SEAL BY '.OLLFORMEO Miami Jr. Pmducl JLEGS STEEL EXT. GLA56� .,..u. KODISPACE SUPER T2 DURASEAL® 1d XL EDGE' ,1 4SG TPS 1� SPACER®NXT'M SPACER SPACER 14 TECHNOLOGY DRIVE K. VEHI . R.�t]Gu 3W5 A�Uh P.O. BOX 109 NOKOMIS, FL 34274 uw6k,Bean 8H7aa '. GLASS " 1''�+"\ A. LYNN MILLERP , .E. FL P.E.# 58705 ING WINDOW, IMPACT 2 a 11 a. - 4040.20 F 117 FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION BASED ON FLANGED WINDOW T - - P FRAME DIMENSIONS ' WINDOW HEIGHT ID E 63" 66" 68" 1 TO" 1 72" 74" TABLE 1. 76" 48" A,B,M +80.0 I -80.0 +80.0 1 .00.0 +B0.0 1 -80.0 +80.0 -0.0 1 +80.0 -80.0 1 +80.0 -60.0 1 +60.0 4.0 +80.0 -80.0 +50.0 -80.0 +80.0 -80.0 +80.0 -80,0 a80.0 -60.0 +79.0 .7 0 gp• A,S,M hB0,0 -g0.0 +80.0 -80.0 +80.0 .80.0 +80.0 4i0.0 +78.8 -78,8 +77.3 -]7.3 +76,9 -75. 63118" A,B,M +80.0 .80.0 1 +80.D .80.0 +79.8 -79.6 1 +78.2 -7B.2 +76.9 .76.8 1 +75.4 .75.4 1 +74.0 -74.0 UPT0631/8" C,D,E,F,G,H,I,J,K,L I +80.0 -00.0 I +BD.O -80.0 +80,0 -60.0 1 +80.0 -80.0 +80.0 -80.0 1 +80.01 40.0 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION - BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 383/8" 44" 60518" 63" 72" 74" TABLE 2. 76" 4g^ A,B,M +g0.0 *10 410.0 +80.0 -80.0 460.0 .80.0 +80.0 410.0 +70.0 -70.0 +70.0 -7 ..0 +70.0 -70.0 50" A,B,M -80,0 +80.0 -00.0 h80.0 410.0 +79.9 -79.8 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 52.1 A,B,M +80.0 410.0 +80.0 -80.0 460.0 -80.0 +76.9 -76.9 +70.0 -70.0 ♦68.8 -68.8 +67.6 .67.6 53118" A,B,M +80.0 -80.0 +80.0 -B0.0 +80.0 -80.0 h75.0 -75.0 +68.0 -68.0 +65.7 .66.7 +85.6 -65,5 UP T067118" C,D,E,F,G,H,I,J,K,L ag0.0 -80.0 +B0.0 i .80.0 h80.0 A0.0 +B0.0 -g0.0 +70.0 .70.0 +70.0 1 -70.0 1 +70.0 .70.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION TABLE 3. BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. Wl SASH = 76" FLANGED AND 76"INTEGRAL FIN) WIDTH GLASS TYPE 17110" 22111i6" 283116" 333/4" 396116" 4413116" 503/8" 6616/16" 6J 110" D,E,F,J,K,L4 +90.0 -90.0 +80.0 -70.0 +70.0 -70.0 TYPES: TEST REPORTS TABLE4. LAMI - 1/8"A,.09D,1/8"A FR1647,4648,4723,4957 -(118"A,.090,1/8"HLAMI-(1/8"HS,.090,1/8'HS)LAMI-(3/16"A.090, WIWA) ff FT-0645,4885 LAM)- 3/16"A.O90, 3H6"HS FTL4645 LAMI- WHS,.090, 3/1"HS) M4645 " LAMI IG-1/8' T, AIR SLAMI-(1/6'A,.090,1/B"A F1L-0648,4723 H. 13/16LAMI IG -1/8" T, AIR SPACE, 6116" LAMI - 1/8'A,.090,1/B1H6 FTL4645 I. t,16- LAMI IG- I1W T. AIRSPACE. 5/16" LAW- 1/8"HS,.090,1/8"H$ FTLAIHS J. 13/16" LAMI IG-1/8" T, AIRSPACE. 7/16" LAMI-(3/16"A,.090, 3/18"A FTL-0649. 4650 K. 13/1B' LAMI IG- 11V T. AIR SPACE, 7/16" LAM[ -(3/16"A,.090, 3116'HS) FTL'649, 4850, 4958 L 13/16' LAMI IG-1/0" T. AIR SPACE, 7H6" LAMI- 3/ITHS,.090, 3H6'HS FTL4649, 4650 M. 13/16- LAMI IG-1/8'A. AIR SPACE, 5116' LAMI- 1/8"A,.090, 1/8"A FTL-5063 K9 HT. %°AS H HT. MEETING RAIL T7 t H - "X1 :T WX p• MINUS SASH WI HT. MEETING RAIL HT. t X SASH NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING P FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 W- MINIMUM TO 38' MAXIMUM. 4. GLASS TYPES C. G. H, AND I MAY BE USED IN SASH ONLY P.O. BO%15N NOKOMIS. R 34314 3 a 11 1 4040-20 1� b A. LYNN A•IILL R, P.E. FL P.E.B 68705 9SIVMAX.FIXED 3118" MAX. FLANGED WIDTH 2118" MAX. I.F. WIDTH O 5 75' MAX.I MAXSEE DLOI.. A I.F. C-j I.F.TABLE HE11Irr T SEE DLO O HEI IGHT SEE DLO HEI HTva' MAx. / 1 78" MAX. TAi LE / j70° MAX. ;EE DLO 387116-I)l III MAX. TABLE X j SASH SEE DLO x j (M7VL) HEIP<HT TABLE NOTE4 48114" MAX /ENT DLO (ALL DETAIL B DETAIL A VIEW (STANDARD SASH) 1/1 e E --I 75' MAX. 75' MAX. HEI HT EJ HEI HT STABLED D j STABLE O j 76" MAX. 78" AX. L FLANGED I FLANGED HEIGHTL HEI HT 20 BE DLO TABLE X j I SASH SEE DLOTABLE X j SASH HEIGHT 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 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B 8 C) ARE BASED ON A THREE OVER TWO FORMAT, P.O.EO%1518 NOKOMIS. FL34M DETAIL C sNm I NTB 14 a 11 1 4040.20 PRODUCTRBVISED ,K wny4yi, With uM Fl" Ouilp Ca4a tv� r+M RDZ Uy {/ Nivni > <PneNLt A'LYNrI MIVLER, P.E. F MAX. FIXED LITE DAYLIGHT OPENING NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) S" FROM EACH SIDE OF SASH. MAX. VENT DAYLIGHT OPENING INSIDE INSIDE 31 u — — �•�^ — TF$R8 OR 17 25 I I OUTSIDE MAX. FIXED LITE DAYLIGHT OPENING �T r MAX. WIDTH SECTION A -A INTEGRAL FIN (I.F.) FRAME SECTIONS INSIDE 47 T21 NOTE: BALANCE PARTS USED BASED ON SASH WEIGHT 9,10,11,15,16 I HIGH OUTSIDE SILL 2. 0LOW I 1 SI L MAX. DAYLIGHT 49 HIGH SILL 48 LOW SILL HEAD JAMB OUTSIDE OPENING — — — — — — — — — — 68 2.710°� I, F. FRAME 1'ItODUCf H&VISGD 28 53 II a:gym Hr+"a.�lx6 4 wvlo,um OUTSIDE Ltii1�"oa�a ae 1�?A21 n�wpfa rro C 0 1Fptat Dots 6 99y 53 2.e4s^ 52 (LOW SILL) (HIGH SILL) 63 SEE NOTE ABOVE 54 64 ` f l f l t 67 3 3p 12 ULTRALIFT 69 ULTRALIFT ONLY 12 ONLY SECTION C-C SECTION B-B ALTERNATE HIGH SILL RADIUS TOP .. Z (LOW SILL SHOWN) (HEAD DETAIL -FLANGED VERSION) flm[BY a F+wn+°, �C .' SECTIONS ,1 fOTO TEGINGLGGY GPIVE � � N. VENIGEFL39319 "• '^"°"'� Ro. Box t9m �— ALUM. SINGLE HUNG WINDOW IMPACT 'Y: MILLER, NGNGmis, BLB4ua T i ibly Ben '°"'m" °'"` °inbp1b' F A. L IL P.E.# 5870 P.E. a1: a4,e sH7aB Half 5 N 11 4040-20 FL P.E.q 58705 F.K. 5`1105 J.J. 2Rw 28 52 NONOMlS.n <374 90 �2.704 062 47 FRAME I.F. HEAD #4071A, 6063-T6 48 FRAME I.F. LOW SILL #4072A, 6063-T6 PRODUC RMS6D 2.374� VlYintl wlln ON WaWv n..<vmI I. I Dme 1 Mn :ml ae vrmlm Coura 2. 1 IL .062 NOM .,,,Illunrr„ THICKNESS # FRAME I.F. JAMB 49 FRAME 50 I.F. HIGH SILL #4074B, 6063-T6 #4073A. 6063-T6 (USED AS RADIUS TOP HEAD) Sx I NTS 1 6 • 11 1 4040.20 A LYNNMILLER, P.E. FL P.E.# 58705 —�2.764� ,r 062 O FLANGE FRAME HEAD #4002A, 6063-T6 O FLANGE FRAME JAMB 04004,6063-T5 (USED AS RADIUS TOP HEAD) #—i t342 A625 F062 2.831) 2.330 I- -.--2.784—y O FLANGE FRAME SILL (LOW) #4003D.6063-T6 1 �-7,6040 I r.738 .082 ,49D .040 —1{- I-1.451—IT OSASH STOP 17 SASH STOP COVER #4025, 6063-TS #4053, 8053-TS H--2.326�I —2.279--{ T 1 979 �7 Ofi2 082 21 FIXED MEETING RAIL pg SASH TOP RAIL #4054A, 6063HO-T6® p4006C. 6083HS-T5 IS 9 FLANGE FRAME SILL (HIGH) #4050A, 6063-T6 I.F. FRAME SEALANT ALONG ENTIRE 1 Of 47 n ^ ^\ p'-,I.F. FRAME Of J WELD 6 of 50 ALONG SCREW BOSS (2) SEALANT OR GASKET AT HEAD AND SILL I VIEW D-D VIEW E-E VIEW HEAD 8 SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION 050 I --I 1.165 T .678 I 1.096 16� I—I��LL--�{j�-T 852 9 GLAZING BEAD, 5/16" t•34�1" 41 #4039B, 6063-TS 28 SASH BOTTOM RAIL(LOW) #4007, 6063-T5 68 SASH BOTTOM RAIL (HIGH) #4051A, 6063-T5 P.O. BO%15i0 NOKOMIS. R M274 31 SASH SIDE RAIL #4008. 6063-T5 E.678 1.096 1 T O GLAZING BEAD 7/16" #4222. 6063-T5 I .050� 678 1.115-�1 45 GLAZING BEAD. 7/16" #985C, 6003-T6 (USED W/ GRILL MIT) 9HM .050-- 42 GLAZING BEAD, 5116" #4044B, 6063-T5 (USED W/ GRILL KIT) .66; 3� ,os0 �i1.097 46 GLAZING BEAD 131, #4067, 6063-T5 FRAME CORNER DETAIL HUNG WINDOW, IMPACT m w 7 + 11 4040.20 �I®nanucr Bcvlseu nm y4y�c"�u lM Rml,m Arcapmaw 1G-O 115, ISpirai Dzm ,7D21 B. NI oml vle PrnJwl Con rd A. LYNN UILLER, P.E. FL P.E.# 58705 ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLE 5. WINDOW HEIGHT SUBSTRATE: 28.603 34.603 40.603 46.603 52.603 58.603 64. 76.000 ANCHOR TYPE! p U U p U U p U U p U O' U O p rvO U W O` O ONOW o U O`ONOWO�O U p U U :Zqp N OWO�O 0 O WINDOW GLASS N0 '`O U U NOW O�OPTOWO-ONOW U U U U U U U U U U U O U U WIDTH TYPE 3 C,D,E,F,G, 1 1 1 _. 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 H,I,J,K,L 1 2 1 1 1 1 1 2 1 1 1 2 2 2 1�2 2 2 2 2 2 2 2 2 2(2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2f2 3 3 19,125 qBM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 12{11111211122212212222222222�22222222I22222222�32233 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 H,I,J,K,L 1 211 1 21 21 21122 21 22 2 2 2 222 2222 2222322 22 23 22 2331322 3 3 24.000 qB,M 1 1 2111 1 1 1121 1 2112.112 1 1 1 2121 i 2 i 212 1 2221222 i 1 2112122 1 1 2221322 2223 212 23 313212 313 C,D,E,F,G, 1 1 1 1 1 1 1 1 _1 1 1 1 1 1 1 2 1 1 2 1 _1 2 1 1 H,I,J,K,L 112 jZ 222 31 2222 31 223 2 3222 323 22 233322 313 34 3 23 3 34 3 34 4 32.000 q8 M 1. 11212212231 22223112232'132223232112233322 1 1 1 1 1 1 1 1 3334- 1 1 _ 1 Sji� 1 3431344 1 1 C,D,E,F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 HIJ 2 1 2 2 2 213 1 2 2 3 2 3 212 213 213 2121213 213 2 3 2 3 3 4 2 3 3 3 315 3 3 4 4 37.000 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 1 2 2 1 2 qB,M 21'21 2212231 2213213212232[321221321321323314233 34 3I334 5334 4 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 40.000 H,(J,K,L 221 2 22 2213 23 222321312131213 214 2I3 33 31,423 34 35 33 3445334 4 2 2 2 F22 2 2 2 '2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 AB,M 2 2 ii2 2 2 2 2 3 2 3 212 2�3 213 213 213 2141213,313 314 213 314 315,313,314 4 5 313 4 4 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 44,000 H,I,J,K,L 2] 2 2 12 21212131212 213 2131212 313 2[4121-3 2113 3141213 3131ij-4 2r3 3143533344]5344 5 qB,M 2 2 2 2 2!2 2 212 2 2131212 2 2 213 2 2131212 2 2 313. 2 2 4 2 213 2 3 3 2 314 2 213 2 3 3 2 314 2 213 2 3141315 2 2 3 3 2 314 2 415 2 3i4 2 4�5 PSF 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 _2 2 3 2 2 3 2 2 40.000 H,I,J,K,L 222 I222232223342333342i3343421 343f533343533454i63145i5 qB,M 2_ 2 2 2 2,2 2 2 2 2 23 2 212 2 2�3 2 314 2 23 2 313 2 3�4 2 213 2 3 4 2 3 4 2 213 2 314 2 3151313 2 2 314 3 315 2 3J3 2 415 3 416 2 314 2 515 PSFJ 72 1 79 1 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 53.125 H,I,J,K,L _2_.. 2 2 2i2 2 2 2 3 ..2 2 2 2 3 3 4 2 3 3 4 3 4 2i3 314 3I4 3 3 3 4 315 3 3 4 4 416 314 415 416 3 4 516 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 qS,M 2 2 2j2 2 2 2-3 2 2 2I3 3 4 213 3I4 314 2�3 _2 3I4 3< 3 3 3I4 3 5 3 3 4141415,313 415 416 314 415 NONPNS.FLN274 HUNG WI 1. ANCHOR TYPES: 1-1/4-ELCO TAPCONS 2-1/4- ELCO SS4 CRETE-FLEX 3.412 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD -181/2' MAX. FROM TOP CORNERS JAMBS -17 V2" MAX. FROM TOP CORNERS 15- MAX. FROM BOTTOM CORNERS V 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 P LESS. S. 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 TH RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX. PSF (DP LIMITED) 118 HEAD 2 JAMB ABOVE 2 3 MTG. RAIL JAMB BELOW MTG. RNL (FIAL DP) HEAD 2 JAMS ABOVE 213 MTG. RAIL JAMB BELOW MTG. RAJ mmo I NTS 1 8 d 11 1 4040-20 PnoDUCI[MVISED ply'µ Wkh ft FIm d- Atte�°roNo( O O PI 0 '�VMZ21 Dr eproa,Flcmo-d � a:7u �.6 111116 A. LYIJIStitI!! �P.E. FL REA 58705 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. WINDOW HEIGHT SUBSTRATE: 29.655 1 37.155 44.655 1 52.155 59.655 1 67.155 74.655 76.000 ANCHORTYPE. o MOgNO'-O 5 U O o U ❑ NONO $ U cJ o `O cJ ❑ NOgN 5 o O� U 0 ON O 0 gogNO� 5 o U U ONg u o 5 U O'ONpOpNO U U U o g 0 O 0 ONg�gNO'-0 U ❑ 5 U O o 0 o 1g�g`�0-0 5 U u U cJ WINDOW WIDTH GLASS TYPE C,D,E,F,G, H,I,J,K,L 1 . _ 1 1111 1 1 _ 11 1 2221 1 - 1 2222211 1 . _ 1 I _. 1 2 22222 1. _ 1 1 _. _ 2 22222 1 _.. 1 i .... 21222212 1 _._ 1 1 _. 223222 1 1 ... 1 3 23222 1 1 1 32 19.125 A,B,M 1 111 1 Ill 1 Ill 1 22212122221222222222(2211222222222322232322232 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 PSF 79 24.000 C,D,E,F,G, H,I,J,K,L 1 1 1 1 111 1 1 1 1 2 2 1 Ill 1 2 2 1 212 1 2 2 1 22 1 2'2 1 2 2 1 2 2 1 212 1 2 2 1 3 2 1 312 1 2 2 1 3 2 1 3 2 2 2 3 2 3 2 2 2 3 2 A,B,M 111 1 111 1 1 1 212 111 2 2 1 212 1 212 1 21212121212 2112 212 212 312 3!2 2 2 312 1 3f2 1 2 2 i 3 2 1 3I2 1 2 2 1 3 2 PSF 66 77 32.000 QD,E,F,G, H,I,JL 1 i 1 1 212 1 2 2 i 2 2 1 2 3 1 2 2 1 2 2 2 3 3 1 2 2 1 3 3 2 3 3 1 312 i 3 3 1 3 3 1 2 2 1 3 3 i 4 3 1 3 2 1 4 3 1 43 1 3 2 1 4 3 ABM 1 1 1 1 1 1 1 1 1 1 2 2 1 2 2 1 2 2 1 2 3 i 2 2 1 22 2 3 3 1 2 2 1 3 3 2 3 3 312 1 33 1 33 2 2 3 3 43 1 3 2 1 43 i 413 1 3 2 1 4 3 PSF 59 67 79 37.OD0 C,D,E,F,G, H,I,J,K,L 1 1 1 1 1 1 1 1 1 2 2 2 .1 .._1, 2 2 22 ,.2 2 3 .,1 2 2 2 2 3 ,2, 33 1.._ 2 2 2,.. 3 3 2... 3 3 1 3 3 2 4 3 2 33 1 3I2 2 3 3 2 4 3 1 3 2 2 4 3 2 4(4 1 3 2 2 Ail 3 A,9,M 1 1 1 1 1 1 1 1 1 2 2 2 1 2 2 1 212 2 213 1 2 2 2 213 2 3 3 1 2 2 2 313 2 3I3 1 3I3 2 4T3 2 313 1 312 2 313 2 413 1 312 2 45 2 4(4 1 312 2 4 3 PSFk22 62 79 40.000 C,D,E,F,G, H,I,J,K,L 2 1 1 2 2 2 2 2 2 2 2 2 2 23 2 212 2 313 2 3(3 2 22 2 3 3 2 4 3 2 3 3 2 4j3 2 3(3 2 313 2 4 3 2 4 4 2 3 3 2 413 2 4!4 2 313 2 5 3 A,B,M 2 11' 22 2 222 2 212 2 23 2 22313332 2 2 2 2 33 3413 2 2 334'3 2 22 3133 3 2 413 2 414 2 3 3 2 413 2 44 2 313 2 513 PSF 5fi 79 79 44000 C,D,E,F,G, 2 _2_ 3222223 2 2 2 3A,B,M 2 22333142 2 2 2 33 22 3443134I3443343443 2 2 2 2 2 2 2 3413414 2 2 2 335H,I,J,K,L11 2 2 IT]2 2 2 2 212 2 2 2 2 3 3 2 2 2 2 313 222 314 2 3 3I3.414 2 2 3 3 2 4 3 2 414 2 313 2 413 2 414 2 313 2 413 2 4I4 2 313 2 514 PSF 45 74 51 74 79 1 79 48.000 C,D,E.F,G, H,I,J,K,L 2 111111 2 2 2 2221222332233343333443341441433 2 2 2 2 2 2 2 2 3 2 2 2 2 2 445142 312 2 2 22 Y 222 2 22 223322333433 2 2 2 2 2 3344334144I433 3 2 2 2 2 2 4454PSF ff32 2ABM 41 67 46 67 76 C,D,E F,G, 2 2 2 2 2 2 _32 2 3 4 2 3 3 3 414 3 ..53.125 4�4 2 313 3 414 3 434 2 3 3 3 4 4 5 4_ 3f A!B,ML 2121 121 222 222 222 333 31331 32 4j4 3 3 3 4!4 3 4 4 2 3 3 3 4!4 3 4!4 2 3 3 2 4i4 3__._ 5 4 P.O.BD%15M ILUM. SINGLE HUNG WI tBnao NTS 1 9 + 11 1. ANCHOR TYPES: 1-1/4-ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE-FLEX 3-#12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD -18 171" MAX. FROM TOP CORNERS JAMBS -17 M" MAX. FROM TOP CORNERS 15' MAX. FROM BOTTOM CORNERS 6" 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 RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: IP LIMITED) 117 PRODUDI REVISED HEAD 3 d. ' B,.w, nn nawB A—, uae Q i4,a M18 ABOVE 3 3 aa..v E NP 1 L . Dem MTG. RA L JAMB BELOW D M mni wermml MTG. RAIL nclw � �. JAMB ABOVE 2 2 WG. RAIL ,. JAMB BELOW WG. RAIL 4NDARD VIEW )OW, IMPACT A LYNN MILLER, P.E. e...ar 4040-20 F FL P.E.#58705 1 ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD 6, JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MNUS SABH HEIGHT FROMTABLE 8. SUBSTRATE: 17.125 22.668 28.211 33.754 39.296 1 44.839 1 50.382 56S25 ANCHOR TYPE: O m0 O Z O 0 O NSry Og O Z-ZmO OO O V� O O Z'.ZmOp ry0 O ON$NO'O0NjNOmO� O O 2 Z O[22 Z'.Z m�O�JJ Z�Zmcg Z�Z �?O0�J ryN19.125 Z�WWIOTOH TYPESry3m0` D,E,F,J. 1 1 1 1 1K,L 1 2 2 2 2 2 2 2 2 2 224.000 D,E,F J1 1 1i22 2 2 2 2 2 2 3 1K,L 232.000 D,E,F.J. 1 1 1 1 1 t b 2 i 2 1 2 2 3 1 2 1 3 2 3 1 3 3 1K,L 2 3 4 3 4 4 3 4 5 3 5 PSF 78 37.000 D,E,F.J, K. 1 7 1 1 7 1 2 2 1 2 2 2 3 1 2 T2 3 2 3 7 3 4 2P21 2 3 4 3 4 4 4 5 5 4 5 2 PSF 79 79 79 79 4DODD D,E,F.J, K.I. 2 1 2 1 2 1 2 2 2 2 2 2 2 3 2 3 2 3 2 4 2 3 2 4 2 4 2 4 2 3 2 5 2 4 2 4 2 5 2 5 2 4 2 6 PSF 79 76 79 77 79 79 78 44.000 D,E,F.J, K,L 2 2 1 2_ 1 2_- 2Y 2 2 2 2 3 2 3 2 2 4 2 4 2 4 2 5 2 4 2 3 2 5 2 5 2 4 2 5 2 5 2 4 2 6 `j 3 PSF 78 79 70 79 79 71 79 73 70 48.000 D.E.F,J, 2 2 2 2 2 2 2 2 2 3 4 2 2 2 5 3 5 2 4 2 ..K,L fi 3 5 2 4 2 6 3 6 2 5 2 fi ._1 13 PSF 71 79 63 71 79 64 74 B6 77 69 69 53.1206 D.E.F,J, K,L 2 2 2 2 2 2 3 2 3 2 3 2 4 7 3 5 2 4 3 5. 3 6 2 5 3 6 3 6 2 6 3 7 3 6 2 5 3 7 1 1 1 2 2 2 3 3 4 4 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLES. SASH HEIGHT SUBSTRATE. 12.776 15,778 16.776 21.778 24.778 27.776 30,776 31.108 ANCHOR TYPE. o O! O N D o Z aH�c°1"$ u Z O m O o Z ry 0 0�8 0 2 o N u ry Z o ��BNg o Z 0 m O 0 m Z 8�8 0 2 o m N u ry Z O ��8 Z o m O N g u ry 2 8�8 o Z o N o g O m Z 8�8 o Z 0 N oZo g 0 0 Z WINDGW WIDTH 19.125 1 1 1 2 1 2 2 i 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 24.000 2 1 1 2 1 2 2 2 2 2, 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 79 37.000 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 74 40.000 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 7B 44.000 2 2 2 2 2 2 3 2 3 3 3 3 4 3 3 4 3 4 5 3 4 5 3 4 63 72 7B 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 5B Be 72 53.125 2 2 2 2 2 2 2 3 3 3 4 3 4 4 3 1 4 1 5 1 3 1 4 1 6 1 3 1 5 JSL3 5 v 0. WAIN. NOKW'I.Rmm sww I NTS 110 d 11 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -114- ELCO TAPCONS 2-114' ELCO SS4 CRETE-FLEX 3-#12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD -1812' MAX. FROM CORNERS JAMBS- 1712' MAX. FROM TOP CORNERS 11 12' MAX. ABOVE THE MEETING RAIL 6' MAX. BELOW MTG. RAIL 15- MAX. FROM BOTTOM CORNERS SILL -ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES 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 3W MAX. S. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1' LESS. 6. 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. TABLE 7. KEY: MAX. PSF (DP LIMff112 ED) HEAD 2 JAMB ABOVE 2 MTG. RAIL FU( LL DPI HEAD 2 JAMB ABOVE 4 monuarMVISED MTG. RAIL arm+ids' gwlin uu FlaiJa DNI.64C & AwvPVuo Nol O I 0621 TABLE 8.KEY:aMAX. �24 ✓.JJ PSF (DP LMTED) 112 JAMB BELOWI 2 1 MTG. RAIL (FULL DP)B JAMB BELOW 2 MTG. RAIL IMPACT I Uc A. LYNRIMILLER. P.E. FL P.E.6 58705 EXTERIOR INTERIOR HEAD AND SILL DETAIL ) 1.314-MIN. EDGE ALL CONCRETEANCHOR T7 (SEE NOTE 1 83) 2x WOOD BUCK (SEE NOTEJ4)C KSI MIN.CONCRETE . 1318-MIN.. 1/4"TAPCON ,. OPTIONAL 1x WOODBUCK o (SEE NOTE 4) .1 , 314- MIN., 114'CRETE-FLEX 1/4" MAX. SHIM TYPICAL FLANGED HEAD ANCHORAGE EDGE FH BELOW MEETING RAIL (SEE NOTE 183) 3.35 KSI MIN. CONCRETE OR CMU SUBSTRATE (SEE NOTE 4) WOOD ANCHOR 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DARE COUNTY (SEE NOTE 2 8 3) APPROVED 114" ELCO TAPCONS OR 1/4" SS4 CRETE-FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 314". 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY. USE #12 STEEL SCREWS (G5) OR FP MIN, EDGE 1W SS4 CRETE-FLEX. 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 12", 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLYTO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE , 1 1THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE 2" MIN. ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. �— 6. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF W63-TS AND A MINIMUM OF 118" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE 1/d' OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT MAY SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A 412 SHEET SHIM METAL SCREWWITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIAARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAYSEUSED. A FLANGED FRAME COMPONENT MAYBE SUBSTITUTED FOR AN / INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. �- 7.MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT V MIN.EDOE WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION. WOOD ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 2 8 3) 4 INTERIOR (ALL JAMB DETAILS) EXTERIOR 2x WOOD BUCK n 4SEE NOTE 4) V 114"--5/8'MI DGE 2.1/2" EMBEDMENT MAX'' 1/4" — WOOD FRAME MAX. rttODUCf PEVISSD --WOOD FRAME SHIM ) O p xcw,plYlvgximen Flaiae mimuu Cwv _L "'MIN. EDGE .131" DIA. MIN. naermum /`'Oi6'O'714,0( H.mertim D.re 4021 -- x21/2-NAIL, D 2-12'EM EDMENT AT CORNERS Menni 3vec r,mmr .131' DIA. MIN. AND 5' O.C. x 212' NAIL, WOOD FRAME 32-M2' ATCORNERS AND 5' O.C. 5/8" MIN. EDGE .131" DIA. MIN. j ;, _,, c..,,.. 1/4' x212-NAIL, AT CORNERSSHIM AND 5'O.C. EMBEDMENT '6.•!H((6 DETAIL F, (HEAD) DETAIL E. (JAMB) DETAIL G (SILL) TYPICALINTEGRAL FIN ANCHORAGE Ii':- 1molEm LMYDw P^ ANCHORAGE DETAILS ,- :.,._,: •: -:; - N,V NICE•FL34T15 p.o. Box'. Naxoml.R.3az1n FUT ALUM. SINGLE HUNG WINDOW, IMPACT' A. LYNN lILILER, P.E. FL P.E.#58785 Y4rby Berra arms NTS if +11 m..am. 4040-20 vF p,.FK m: mr,v AW7 F.K. &1A76 J.J.