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HomeMy WebLinkAboutProduct Approval & NOA Exterior Glass DoorFlorida Building Code Online Page 1 of 3 +�s5,5WM W ? r•��;u a'" N ,f }, drq �a,t s w � ,;,Es2h''.rL �r`•� �� w.3 .% �`�'�,p a�`&r, �.,��c �,: r: - v.� •.�r, e BCIS Home Log In i User Registration Hot Topics Submit Surcharge Slats & Facts j Publications FBC Staff ? BCIS Site Map Links Search F.cr Ida QN-130 ,A royal ' �VPP 7 Product AUSER: Public User i ` ST.—L,UCIE COUNn' BUILDIENG DI1J15I0): Fr�duct (WL NCE Annrnyai Menu > PREVIE�E'ED FOR roduct or Application Search > Annlication List > Application Detail �1aC REVIE t""E : B I 4 FL # tF_&S_1"R,28= DATE i Application Type a PLA��t'S rL\-D PER.NIIT �� T BE KEPT ON JOB Code Version 2014 OR NO I?iSPECTION RILL BE .NLADE. Application Status pproved -Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer 'r''�'"'° PGTlndustries Address/Phone/Email '`' i 10y Drive North Venice, FL 34275 (941) 486-0100 Ext 223Tj1dESE PLANS AND ALL PROPOSED WORK druark@pgtindustries.corARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT Authorized Signature Jens Rosowski MAY BE NECESSARY IN ORDER TO jrosowski@pgtindustrles.00MPLY WITH ALL APPLICABLE CODES. Technical Representative Address/Phone/Email 't Quality Assurance Representative: Address/Phone/Email 1S" u 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 Date Validated Date Pending FBC Approval Date Approved ,i Jens Rosowski 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 21140 jrosowski@pgtindustries.com CONCEALED FASTENERS OR ATTACHMENT. ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD Exterior Doors iding Exterior Door Assemblies ALL MANUFACTURES TABLES SHOWING Certificatioh Mark or Listing U FACTORS AND SHGC COMPLIANCE 0MPLIANCE Miami -Dade BCCO - CER WITH FW ENERGY CODE MUST Miami -Dade BCCO - VAL RUNT�ILNINSPEl DOORS AND WINDOM CTIONS ARE APPROVED Standard TAS 201, 202, 203 e Method 1 Option A 08/17/2016 08/26/2016 08/30/2016 File Copy 0 Year 1994 http://www.floridabuilding.org/pr/p_app_dtl.aspx?param=WGEVXQwtDgsEt2PTand5b... 10/23/2017 Florida Building Code Online Page 2 of 3 Summary of Products FL # ode1,1!lumbe or Name 9 k Description 251.1 •.Da67,OT(NonImpaet) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ:,Yes ¢IL2,,�L R2.8 C CAC lf,-(L62,,J_,(,�.�, f Approved for use outside:HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Noy, ;;5 04/07/2020 - Design Pressure: N/A i Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance (NOA) for .L lI 1 product performance information; anchorage details, and anchor type, VinfiEd IBy: Mia'mi'Da`de BCCO CER size, and spacing Information. • reare b Indepen en Third Party: • Evaluation Reports Created by Independent Third Party: 251.2 jS.GD - 670HP (Non -Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FI-251 R28 C CAC 16-0629.04.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/24/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance (NOA) for FL251 F128 i! 16-0629.04.pdf product performance Information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER . size, and spacing Information. Created by Independent Third Party: i Evaluation Reports Created by Independent Third Party: 251.3 �SGO - 680 (Non -Impact) Aluminum Sliding Glass Door Limits of Use -` Certification Agency Certificate Approved for use in HVHZ: Ya FL251 R28 C CAC 16-0629.05.pdf i Approved for use outsid&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 (NOA) for FL251 R28 t! 16-0629.05.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 Report's Created by Independent Third Party: '251.4 JSGD - 770 (Large Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R28 C CAC 16-0629.06.pdf Approved for use outside HVHZ: Yes Quality Assuranpe Contract Expiration Date Impact Resistant: Yes 02/17/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance (NOA) for FL251 R28 Il 16-0629.06.pdf 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: 251.5 ISC70 - 770HP Large Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ;;Yeps s, FL251 R28 CAC C16-0629.07.r)d 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 (NOA) for FL251 R28 11 1£i-0629.07.pdf product performance informatiorir anchorage details, and anchor type, Verified By: Miami=Dade BCCO - CER size, and spacing information. Created by Indeb(irdent Third Party: .- Evaluation Reports Created by Independent Third Party: 251.6 SGD - 770HP (Small Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ)Yes FL251 R28 C CAC 16-0629.08.0 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 (NOA) for FL251 R28 11 16-0629.08.pdf 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 JSGD - 780 (Impact) JWInGuard Aluminum Sliding Glass Door I Limits of Use ,' - Certification Agency Certificate Approved for use in HVHZ:.Y25. FL251 R28 C CAC 16-0629.i0.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 08/02/2017 - Design Pressure: N/A •',.;� , �{ Other: Please see Miami-batle Gaunty Notice of Acceptance (NOA) for Installation Instructions FL251 R28 It i6-0629.10.odf product performance Inforrriklori; anchorage details, and anchor type, Verified By: Mlaini?Dade BCCO - CER size, and spacing information. Created by Indcoeiident Third Party: Evaluation Repots Created by Independent Third Party: 251.8 SGD-2500 (Non -Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes EL251 R28 C U.0 15-0609.10 DR.ndf 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 It 15-0609.10 DR.ndf 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: 251.9 ISGI5,3030 (Large Missile Impact) Architectural Systems Aluminum Sliding Glass Door Limits of Use g' ..; Certification Agency Certificate Approved for use in HVHZ�.,Yes. FL251 R28 C CAC 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/pr/l�3,_app_dti-aspx?parar.-,=wGEVXQV,,,tD_ gsEt2PTand5b... 10/23/2017 Florida Building Code Online Page 3 of 3 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance (NOA) for FL251 R28 I] 15-0612.06 LM.pdf 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: 251.10 S 6 13-3030 (Small Missile Impact) Architectural Systems Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ;,Yes, FL251 R28 C CAC 15-0612.07 SM.rdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/14/2018 Design Pressure: N/A Installation Instructions Please see Miami -Dade County Notice of Acceptance (NOA) for FL251 R28 IT 15-0612.07 SM.rdf `Other: product performance Informatiori;,anchorage details, and anchor type, Verified By: Mianil-Dade BCCO - CER f size, and spacing information. Created by Inde, erfdent Third Party: 1 Evaluation Reports Created by Independent Third Party: 251.11 SGD-5470 (Non -Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes F1.251 R28 C CAC 15.1 ]Q,f,�..lidf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/21/2021 , Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance (NOA) for FI MI R28 IT 1 5--1121PLIPI-D I product performance information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER I size, and spacing information, Created by Independent Third Party: j Evaluation Reports Created by Independent Third Party: { 251.12 SGD=5570 (Large Missile Impact) Vinyl Sliding Glass Door i Limits of Use; :. Certification Agency Certificate Approved for use in HVHZ•(Ygs, FL251. R28 C CAC 15-1210.03. odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date I Impact Resistant: Yes ,. 04/14/2021 ! Design Pressure: N/A . , ,� Installation Instructions Other: Please see Miami-Dadb Cbbnty Notice of Acceptance (NOA) for FI-251 R28 IT 15-1210.01.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: Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850.487-1824 The State of Florida is an AA/EEO employer. Corvrioht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement `:= Under Florida law, email adores;esete public records. If you do not want your e-mail address released in response to apublic-records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275 (1), Florida Statutes, effective,.Octoper 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used 0o ,official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Departmen[iaifli'an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Kid Credit Card Safe • ;Y AV `"4' littp://www.floridabuilding.org/pr/pr_app_41 l.aspx?param=wGEVXQwtDgsEt2PTand5b... 10/23/2017 M IAM i-DADE MIAMI-DARE COUNTY 6 PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD -AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE` (NOA) www.miamidade.gov/economy PGT Industries, Inc. 1070 Technology Drive, 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 _WJ (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 the6 expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product on`` iaterial within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described, herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series ` GD-670" N,11Mmum Sliding Glass Doors w/ 900 & 135" corners -NI APPROVAL DOCUMENT: Drawing No. PGTO128 Rev B, titled "Series 670 Alum SGD-Non-Impact", sheets 1 through 22 of 22, prepared by manufacturer, dated 02-02-14 and last revised on 66/08/16, 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: one: A roved Hurricane Protection devices, complying w/ FBC, as applicable are required. Limitations: 1. Max eight (8) panels configuratioi;uliit is allowed, having max nominal panel size not to exceed tested height & width per tables 1 thni 3. See sheets ,6, 7 and 8 for Design Pressures (DP), glass types, Sill type for Positive DP limits, applicable Standard or Heavy) uty parts and anchorage requirements. See sheet 10 for straight configured units and sheet 11 for corner units: Dockets & Egress requirements to be reviewed by Building official. LABELING: Each unit shall bear a permanent label with the manufacturees 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. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, arid/or manufacture of 113e. 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 nter preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in ave�rtising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire ?DNA 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 Ishaq I. Chanda, P.E. NOA No 6-0629.03 MIAMI DADS COUNTY Expiration Date: XAKNIJVN2020= ,...y t AI ,• , Approval Date: ' July 21, 201 tillb ai'��.' Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die,,�rawings and sections (submitted under files See below) 2. Drawing No. PGT012"ev B, titled "Series 670 Alum SGD-Non-Impact", sheets 1 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) Cyi lic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up dra-,uings and installation diagram of Aluminum Sliding Glass Doors (w/ TPS, Super, Cardinal & Du`raseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports'No(s) FTL-8717 ;F:TL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed & sealed by IdalmsOrtega, P.E. 2. Test report on 1) A,'" Infiltration Test, per FBC, TAS 202-94 2) LT dorm Static Air Pressure Test, per FAC, 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 Aluuminum Sliding Glass Doors, prepared by Fenestration Tasting 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 repoxfs 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 .,4 31r S) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2.411.3.2.1 (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. Brinschri, 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 Filed 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 #14-0123.11) 1. Anchor verification and.., comparative analysis dated 03/18/3 4, 06/25/14 and last revised on 01/30115, sheets 1 thru't 7, prepared by PGT, signed and sea?�;d by Lynn Miller, P. E. 2. Glazing complies with.ASTME-1300-02, -04 & -09. Ishaq I. 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. E. F. G. NOTICE OF. "ACCEPTANCE: EVIDENCE SUBMITTED .7 (v QALITY ASSURANCE;.. 1. Miami Dade Department of Regulatory and Economic Resources (RER). MATERIAL CERTIFICATIONS 1 None. STATEMENTS (submitted under file 914-0123.11) 1. Statement letter dated 10/08/15 of compliance to FBC 2014 (5 h Edition) and "No financial interest", prepared by P 1T, signed & sealed by Lynn Miller, P.E. 2. Letter of lab compliance; ::part of the above test reports. OTHER 1. This NOA revises # 25.`-4013.14, expiring April 07, 2020. 2. Test proposal # 16-0128` dated 03/09/16 approved by RER. 3. AAMA's Technical Pape' for SGD & Bi-fold doors referenced to FBC 2014 (51h 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. E-2 J Is aq 1. Chanda, P.E. Product Control Examiner NOA No.16-0629.03 Expiration Date: April 07, 2020 Approval Date: July 21, 2016 \— SERIES 670, NON -IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 900/1350 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 E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. 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. 6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOA'S, ANSI/AF&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 H4. 1` ICANE ZONE1(HVHZ). b) DOOR GIZES MUST BE.VERIFIED FOP2�dgMPLIANCE WHH EGRESS REQUIREMENTS PER CURRENT; - FLORIDA BUILDING CODE, AS APPLICABLE'' TEST REPORTS: FTL-5254, FTL5979, FTL-5980, FTL-5987, FTL-5994, FTL-6002, FTL-6034, FTL5035, FTL-7554 AND ATI 72138.01-1401-18 Group Anchor Substrate Frame Member Min. Edge Distance" Min. Embedment 1 1/4" Elco Ultracon Concrete (min. 2.85 al) Head/sill/Jamb 1' 13/6' Ungrouted CMU, (ASTM C-90) Jamb only 2-1/2' IA/4" Grouted CMU (ASTM C-90, min, 2 ksi rout) Jamb only 2-1/2" 13/4" 2 ° Elco 410 S.S. Cn161 Concrete (_min. 3.35 ksi). �Un9routedLCMU1(ASTMLC-90)® �PyTISouthemiFimll SG=_0;55)� Headl5itVJamb 1' I -TV lJamh'eNY'j� I-lead/Si8/Jambi E�2i11Y SIT 1-114" 1.395' 114' Eleo Ultlacon Cwme (min. 2.85 NsO-- - madlSl9 - �' I've, Ungrouted CMU (ASTM C-90) Jamb only 1' 1-1/4' 3 #12, 184{ or 410 S.S. SMZ (min. 11 tSIMSteel, P•T. Southem Pine (SG=0.55) Head/Sin/Jamb 9/16" 13/8' Aluminum, 6063-T5' madlSilUJamb 3/8' 0.06r A36' Head/SHVJamb 318' 0.050" eel Stud, A653 Gr. 33' Head/S01/Jamb 3/8' 0.0451' 1/4' Elco 18uted AggmSaU ncrete (min. 3.275 ksl) HeadlSllt/Jamb 1-1/2" 13/8' CMU, (ASTM C.90) Jamb only Y 1-1/4' (ASTM 680, min. 2 ksi Smut) Jamb oNy Y 2' Southem Pine SG=0.65) Head/Sill/Jamb .. #12, Steel SAluminum, (min. tt,th2adsfin) SouthemPine (SG=0.55) Flead/Sill/Jamb- e9118',..- 1318" SCZ3-TS' Head/Sl9/Jamb .318" - 0.067 _ _ __ . i - _ Steel, AW. , Head/SIIVJamb - 31V - . 0:050' - Steel Stud;-A653 Gr. 33' 1 Head/SIIVJamb' "-' 3/8' - 0.0451' 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 DIREC T LY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2' THICK OR GREATER. 1 X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS -TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL. 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER 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, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. TAMI C C CCC r1CTA11 C MI CHCCTC A P. - Glass Type Description (Listed from E)derlor to Interior) G1 3116- TEMPERED GLASS G1A �14;TEMP,EREDyGAS5 G2 1' I.G`5116'TEMPERED GLASS + 5/8' AIRSPACE + 3/16- TEMPERED GLASS G2A 1' I.G.: 1/4" TEMPERED GLASS + 1W AIRSPACE + 1/4' TEMPERED GLASS SHEET 5. NOA DRAWING MAP SHEET GENERAL NOTES.............1 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 ............ 18,19 PARTS LIST ....................... 20 EXTRUSIONS .................... 21.22 STANDARDS USED: :2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION ASTM E1300-09 ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL, ADM-2010 • AI S I .S 10 0-07/S 2-2010 DESIGN PRESSURE RATING IMPACT RATING SEE TABLES 1, 2 & 3 ON I NOT RATED FOR MISSILE SHEETS 6, 7 8 8 IMPACT RESISTANCE I= TECW/JOLOGyoxw GENERAL NOTES AND MAP M. VEM= FL 30n rek M411� 1SW SERIES 670 ALUM. SGD - NON -IMPACT ® I.,, NTS a1 d 22 o.wo PGTO128 CERI:OFAUTH.918278 - 1R 0DUCf RFVW&0 a cmaDlYln-mdt.Filod t h"aC d. A­pu * Nu •., 0z7 _0_5 FapirMie. D.t�AP.Go7. 7v2o 6.T8 ld ......... '. Cl . A. LYNN MILLER, P.E. P.E.# 58705 EXAMPLE CONFIGURATIONS _ CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX. UNIT WIDTH MAX. UNIT WIDTH LOCATIONS USING DETAIL "Jw", "Je, "Kw" OR "Kc" INSTALLATION. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION NOM. PANEL WIDTH NOM. PANEL WIDTH 1 13 CAN BE OXXXp. PER TABLES 1-3 1w 13 PER TABLES 1-3 2) 90° 8 135° CORNER CONFIGURATIONS CAN BE A COMBINATION 1 I 1 7 I OF ANY 2 STRAIGHT CONFIGURATIONS. MAX. UNIT 13 HEIGHT Jw Jc I i / 14 14 �a�o / I z a _ / 14 1 I ti < Gc 3 MAX. UNIT HEIGHT 19 / / 19 / / Jw Jc I � 14 14 Iwow = u o t to I a w 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. PER TABLES 1-3 / i x PER TABLES 1-3 / / I � R l $ "X" = OPERABLE PANEL, '0" = INOPERABLE PANEL, w w POCKET I y ¢ w I w POCKET I a 1 I "p" = POCKET DETAIL LETTER 'w' = WOOD OR METAL INSTALLATION J,3 2-PANEL "c'=CONCRETE INSTALLATION CONFIGURATIONS_ --. CONFIGURATIONS +� t3 `-u;'_-SHEET NUMBER:' . MAX. UMT WIDTH MAX. UNIT WIDTH DLO WIDTH = NOM. PANEL WI-1-7" NOM. PANEL WIDTH A^ + ° NOM. PANEL WIDTH A. c DLO HEIGHT = DOOR UNIT HEIGHT - 10.125" PER TABLES 1-3 1 13 12 13 PER TABLES 1-3 12 13 t 11 12 13 -�\ -PANEL HEIGHT =DOOR UNIT HEIGHT-1.866" 1 1 13 MAX. UNIT 1 13 HEIGHT PER TABLES 1-3 -r i I G J J I 1 3 19 19 1 1 t I W o yo , MAX. UNIT 1 13 1s 1s b lo 14 1 %¢y HEIGHT 1 13 19 19 '. � % PER S w TABLES 1-3 SOCKET I S I I LM Jw Jc 1 9 19 14 14 Q 1 19 4 Ip&o Izpy 1 19 I=WW In�w a / / I POCKET W 3`13'.', E=L CONFIGU.R4�TiLONS — `� —J MNANEL GONFIGURAiTIIONSF.J 1 13 �1 13 1w 13 1 13 NOM. PANEL WIDTH - PEP.TABLES 1-3 MAX. UNIT HEIGHT 1 13 PER TABLES 1-3 /_�imL�ia3a[a!9L� Q7®f[7f 5-PANEL CONFIGURATIONS VENICE FL J4275 CERT. OFAUM 929298 MAX. UNIT WIDTH NOM. PANEL WIDTH 1w PER TABLES 1-3 a 1 12 1 MAX. UNIT HEIGHT 19 K w 0 SEE NOTE PER y / " 2, THIS TABLES 1-3 SHEET. 0 EXTERIOR 1 1 CORNER, TYP. t2 (OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR) EXAMPLE CONFIGURATIONS p� L I SERIES 670 ALUM. SGD - NON-IMPAC SGD•670 I NTS 1 2 a 22 1 PGTO128 moDuc r pEvwD q mfJpWt with 1W MrY$ hawa SO.& AMPL*K M I -062 .O7j Eafiliw Dim '7tJ u ��. \,1GENS,c''. ?la. 5E705 as._ ,A. LYN4-MILLER,-P.E, P.E.# 58705 EXAMPLE CONFIGURATIONS MAX. TESTED UNIT WIDTH = 355-7/16" @ 96" HEIGHT 300-1/4" @ 120" HEIGHT NOM. PANEL WIDTH w Ac wc PER TABLES 1-3 1 1 1 13 -sue --- 1 13 MAX. HEIGHT, 1 UNIT t 's 96" OR 120" J m m m m >a m m m m r Jw Jc I 1 1 K � 14 IOao_ I�¢ry I UUyWy a�a W �p¢W G4 POCKET I y CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL "Jw", "Je, "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° 8:135° CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. "X" = OPERABLE PANEL, "O" = INOPERABLE PANEL, "p" = POCKET 6-PANEL CONFIGURATIONS DETAIL LETTER .. MAX. UNIT WIDTH - q„ - _ ,-- '`N' `CJQODORMETAL-INSTALLATION_ .. c '= CONCRETE 'INSTALLATION NOM. PANEL WIDTH w AC SHEET NUMBER PER TABLES 1-3 1 t3 1 13 1 3 —sue ---� 1 13 MAX. UNIT 13 HEIGHT 13 PER TABLES 1-3 J� m m m m m m m m m iE1 ik7 fE7 r I Jw Jc I 14 14 a 1 1c IUOw logo IW�+w Io�¢w laq" POCKET I n I —sir---� 7-PANEL CONFIGURATIONS w Fc 12 13 1 3 1 MAX. UNIT WIDTH NOM. PANEL WIDTH c ` PER TABLES 1-2 3 1 1 13 1 13 MAX. UNIT 1 13 HEIGHT 13 PER TABLES 13 i�I�'•7 imE'7 fmE''7 f�''DD fm[�'-7 i�E'•'1 f�E�'7 8-PANEL CONFIGURATIONS CERT. OFAUTH. /14299 DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT-10.125" PANEL HEIGHT = DOOR UNIT HEIGHT-1.866" EXAMPLE CONFIGURATIONS SERIES 670 ALUM. SGD - NON -IMPACT SGD-670 I NTS 1 3 m 22 1 PGTO128 pRODUf. T REVISED w,—phi" wifb Ilse P.M. belling iro& AaftpUphvh a oc- 3 F.atirai�� Dale el,i*► e�ecc�r . VIlli lfll; fr Pdr.. 5c'1G5 s, Ale Of .Fi. ORtDP,.'' A. LYNN MILLER, P.E. P.E.9 58705 GLAZING DETAILS (G1 & G1A) 3/16" T GLASS ' 7a • EXTERIOR 82 a 314" NOM. GLASS BITE 78 EXTERIOR _. \1 3/16" TEMPERED GLASS, TYPE G1 reoouc r Riwism lw rohira wib. the FhnM• rari,a c.�a< Aarp—T H� 3 EirirMYn D.te�� ]r Mi "etC-tird 1/4" T GLASS 74 EXTERIOR 3/4" NOM. GLASS BITE 78 _ - 54 TiEMPERED GLQSSVk7i.— A� ,Yrdr1 `'':•. ;;,;i ,11•l.J. ..v7:1S � GLAZING NOTES: _ 'r = TEMPERED n imoTECHNoway ux N.VENICEfL31Z75 GLAZING DETAILS �.`'•,� �,,�;�a.•.••'• - rrovmer• Dare: SERIES 670 ALUM. SGD - NON -IMPACT CERT.OFAUTH. FYl729B ® A. LYNN VILLEA, P.E. P.E1t 58705 SGD870 IVTS 4 - 22 PGTO128 B RJR U?!10/14 a�x+ee t>� GLAZING DETAILS (G2 & G2A) I+ 1" NOM. 3116" T GLASS 6/8" AIR SPA 3/16" T GLA EXTERIOR a 114" T GLASS 112" AIR SPA 1/4" T GL EXTERIOR a r 1" I.G. GLASS, TYPE G2 I•— 1" NOM. --1 3/4' NOM. GLASS BITE 1" I.G. GLASS, TYPE G2A GLAZING NOTES: "r = TEMPERED veneer —w.mie JR05/05/16 8 IADDEDSPACERS. SILICONE HOT -MELT BUTYL STRUCTURAL SILICONE STRUCTURAL 1/4• NOM. FOAM 3116" NOM. POLYISOBUTYLEN ,r WITH WITH DESICCANT DESICCANT EXT.GLASS EXT. GLASS DINT. INT. GLASS GLASS s< KODISPACE SUPER SP-AC ER@ NXTTB 4SG TPS i _ I ALUMINUM REINFORCEMEN:i POLYISO- DESICCANT FILL AREA BUTYLENE—. �5116•NOM. 5/16" NOM.-7 BUTYLB SEAL SILICONE SEAL DESICCANT / ROLL -FORMED PRODUCEREVi M FOAM STAINLESS STEEL wmoPbfh{�Ifl �eFlsyLdf. Ac1b /6-OGIg.Oj EXT. GLASS EXT. GLASS VINT.GLASS Ehrl*yI{oe ISk .��^• PvKu?aKCeol7a! INT. GLASS DURASEAL© XL EDGEIN ,zs 7z1 &SPACER SPACER Part # Dozoription Material 124 Kammeding 4SG TPS Spacer System See this Sheet for 126 Quanex Super Spacer nXi with Hot Melt Butyl 126 Quanex Duraseal Materials 127 Cardinal XL Edge Spacer REFERENCE TEST REPORTS: FTL-8717.8968 8 8970 B1f}191Ff600 CERT. OFAUM 829M FRIES 670 ALUM. SGD - NON -IMPACT SGD-670 NTS 1 5 e 22 o.rn PGTO128 \YNN .t�..•��GENar. n` , SIOIVAL�� P.E.# 68705 Design Pressure (DP)and Anchor Quantities Required, (forall approved configurations on Sheets 2 & 3) Far comer astragal anchorage on 90° or 135" comer units, see sheet 11 Table applies to all Glass types and the StlelAstragal types shown balm- Positive (+) DP may be limited by Table 1A. Door Unit Height �aa �• �' 90' 69-7/8' DLO 73-718' OLO 74718' DLO �ffi=7t8y01'O� Anchor Group Anchor Group AncharGmup Anchor Group 1 1 2 1 3 1 4 1 1 2 1 3 4 1 2 3 4 17' Design Pressure +90.01-127.1 +90.0/-120 +90.0/410.8 +90.0/-0029 Head/Sill G+1 G+1 G+1 G+1 G+1 G+1 C4*1 G+1 G+1 G+1 G+1 G+1 C4+1 G+1 G+1 G+1 24' DLO Jamb 8 8 8 8 B B a 8 8 8 8 a 8 8 8 8 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 -7+8 7+6 7+8 7+8 Design Pressure +90.0/-f06.3 +90.01-100.2 +90.01-92.2 -85.3/A5.3 �, 23' DLO Head/Sll G+1 G+1 G+1 G+1 G+1 G+1 C4+1 G+1 G+1 G+1 G+1 G+1 C4+1 G+1 G+1 G+1 Jamb 8 8 8 8 8 8 8 0 8 8 8 8 8 8 8 8 P-hook 8+7 B+i 6+7 8+7 7*8 7+8 7*8 7+8 7+6 7+8 7+B 7+8 ]t8. Des' n Pressure +90.01-92.9 +97.31.87.3 +80.0/-80 B �r73!8Y�73.'8!• 29- HeadlSill G+1 G+1 G+2 G+2 G+1 G*1 C4+1 G+1 G+1 G+1 G+1 G,+�11 ,C4tll C4+-11C4.1I C4?,I O Jamb B 8 B a 8 8 888 8 8 8 ■Bnn8a ■as rPfiook P41 6+7 6+7 6+7 6+7 7+B 7+8 7+8 7+8 7+8 7+8 7+8 7+8! j7361 t7,+81 &7.*8S 7+8 35 Dgsiqn Pressure +83.7/-03.7 +78.41-78.4 . +71.6/-71.6 _-�-- �85.81-65.a .Heed/Sllr^:• G+2 G+2 G+2 G+2 G+2 G*2 C4+1 C4t1..C4 2 G+2 G+1 G+1 G+2 G+20- 4r 0 'Jamb '_' 8 1 8 h A a- 8 8 8 8 8 8 8 8 B c r•P Dock! ,-77.1 6+7. 6+7 7+8 7+8 7+8 7+B 7+B 7+8 7+8 7+8 'NB 7+8 7+8 'I*8 E 41' De ' n Pressure +720/-72 -65.5/55.5 +60.0/50 Head/Sll R+17_1�1 G+2 G+2 G+2 G+2 G+2 G+2 G+2 G+2 G+2 G+2 G+2 G+2 C4+2 G+2 �, QO Jamb 8 8 8 8 B B B 8 8 8 B 8 B8P-hook 6+7 6+7 7+B 7+B 7+8 7+6 7+8 7+8 7+8 7+8 7+8 7+8 1+8 1+8 D3sign Pressure-72.5 +67.4/57.4 +81.0/fi1 +54.7154.7 4T Head/Silt G+2 G2 G+2 G+2 C4+2 G+2 G+2 G+2 G+2 G+2 G*2 G+2 2 G+2 51" DLO 'Jamb 8 8 8 8 B. 8 B 8. 8 8 B 8 8 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+6 7+1 7+8 7+6 7+8 7+8ure *69.1 /fi9.1 +64.01-64 +57.6157.6 Mt-ef+ts .653' HeadlSili G+2 G+2 G*3 G+3 G+2G+2G+3 G+3 G+2 G+2 G+2 G+2 2 G+2OLO Jamb 8 B 8 B 8 8 8 8 8 8 8 8 8Pfiook 8+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+B 7+8 7+8 7+8 1+0 FOR tXAMPLt UN U51NL5 IAbLt, Jtt Jrltt I I. DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT - 10.125" PANEL HEIGHT = DOOR UNIT HEIGHT-1.866" Sill Height to Max. (+) DP (Water Infiltration Rating) Sill Riser Height (+) Design Flat he Box, see Pressure, psf Sheet 17) OH RATIO = OH LENGTH OH HEIGHT OH LENGTH �+ S L _ Ool OH RATIO Z 1 L� SEE NOTE 3 NOTES: 1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 4" SILL. 999 2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-114• 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 IA. _ 3) 4-,3-1/4- AND 2-1/2- SILL' HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 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 10-14 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. or nrr,r cnicrnr.ie AArn cuccTn +A A. 10 =nD a'PrURI V nr=TGll A Interlock P-hook _. oo Lockstile @ Jamb Straight Astragal Assembly_ _ Lockstile @ Straight Astragal 90" Astragal Assembly Lockstile @ 90' Astragat 135' Astragal Assembly Lockstile @ 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 -q Outside C - Outside Corner inside de Corner Inside Corner Outside Inside Corner I I Corner Corner 60 (x2) Fla Part #60 Part 060 Part N60 (Stile) part#67 (Astragal) Part #60 Part #61(Stile) Part 4118 (Corner Receiver) part #119 (Out) part #120 (In.) Part #61(Stile) Parts #31 & #32 (Corn. & Fxd Mount) Part #61 r94v160034z7s SERIES 670 ALUM. SGD - NON -IMPACT QMT OFAurH. 6 uP saD67d - 1 TS 1 6 d 22 o�+v PGTO126 PRODDCr REVISED u caaplying wily roe F1u111d, btnlirr (".ode Aceepaw. No i-Oi2 •O S FAPlr� Dsic ' i1o.5870`; A. LYNN/MILLER, P.E. REA 58705 - TARI P 9A- -- - Design Pressure (DP) and Anchor puantit)es Required,'(for all approved configurations on Sheets 2. & 3) • For comer astragal anchorage an 90' a 135' corner-fts, see sheet 11 Table applies to as Glass types and Dos Uni t Helgtt W- 96 108' 0te S01e/Astregal types sham below. PosAe (+) DP may be 09-7IB• DLO 7}7/e• OLD /8' W 79-7/0' DLO 85- DLo 81.7/8• DLO /8' 97-7/8- DLO 7/9' to3-7/8' DLO 71V 109-7/8' DLO no�C'1Oup Anchor Group c or Gmup AnchorGmup Anc or Gmup Anchor Group Anc r-p Anchor G,.W Iim(ted by Table 2A. 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 0951 nPressur9 +90.0 /-140.0 +90.01.133.0 +9a0/-722.0 +90.0/-114.0 +80.0/-706.0 +90.0 /•98.0 +90.01-93.0 +BB.O/�80 iT HeadlSlll C4+1 C4+1 C4N C4+1 C4+1 GiN GN C4N C4N C9+1 C9N CA+1 C4N GIN C4+i C4+1 CAN C4+1 CAN GN C4N CA+1 C4+1 C4+1 C4+1 C4+1 C4r1 C4+1 C4+1 C4+1 C4+1 C4+1 24' OLO Jamb 8 8 a 8 8 B B B 8 B 0 B B 8 8 e 10 10 10 10 1D 10 10 10 10 10 10 10 f0 10 10 10 P-hook 8+7 7.9 7+8 7+8 N8 AB 7+B 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 0+9 8+9 8+9 8+9 8+9 9R10 9+10 9+10 9N0 9+10 9+10 9+10 9+10 Design Pressure +90.01-141.8 +90.01-133.6 +90.0/-1229 +90.0i-713.8 +90.0/-105.8 +90.0/-99.1 -90.01-93.1 +87.81.87.8 2:1 Meadl5i0 C5+7 CSN CS+Z C5«2 CS+1 C5N C5+2 CS+2 C5+1 C5+1 CS+1 C5+1 C5+1 CS+1 CS+1 C5+1 C5+1 CS+1 C5+1 C5+1 CSat C5+1 C5+1 C5+1 CSN C5+1 C5+1 C5+1 CSN C5+1 5+C1 C5+1 30' DLO Jamb 8 8 10 8 B 8 f0 8 0 8 10 8 8 8 10 8 10 10 10 10 10 10 10 10 1D 10 10 f0 10 10 10 P-hcok 7+8 a+9 8+9 8+9 7+8 8+9 8+9 8+9 7+0 8+9 8+9 8+9 NB 8+9 8+9 8+9 8.9 a+9 B+B 8+9 8+9 8+9 8*B 8+9 9+10 9+In 9+70 -10 9+10 9+10 9+10 9+10 Design Pressure +90.0/423.9 +90.01.116.4 +90.0/-f06.7 +90.0/-98.5 +90.01-91.4 +65.31-85.3 +80.01-90.0 +7131-75.3 29' H-dilsiO C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 C5+2 C5+2 cs+2 C5+2 C5N CSN 25+2 C5+2 C5+1 C5+1 C5+2 C5+2 05+1 C5+1 C5+1 C5+1 C5N C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 3T DLo Jamb 8 8 10 B 8 B 10 B e 0 10 B 8 8 10 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 to Pawok 7+8 B+B 8+8 8+9 7+8 8+9 8+9 8+9 7+8 8+9 B+9 8+9 7+8 B+9 0+9 8+9 8+8 0+9 8+9 8+9 849 8+9 8+9 8+9 9+10 902 9+10 9+10 8+10 9+10 9+10 9+10 Design Pressure +90.0/-111.6 +90.01-104.5 +90.0/-954 +87.81-87.8 +87.._81.3 +757/•75.7 +70.81-70.6 +66.5/-66.5 35' Head/Sig C5+2 C5+2 C5+2 C5+2 C5+2 2eE C5+2 C5+2 EP C5+2 C5+2 CS+2 C5+2 CS+2 C5+2 C5+2 C5+2 C5+2 CS+2 C5+2 C5+2 C5+2 CS+2 C5+2 C5+1 C5+1 C5+2 C5+2 C5+1 C5+1 C5+2 C6+2 A 42' DLO Jamb 8 8 10 B 8 8 10 B 8 8 10 a 8 6 10 6 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 P-hook-:'..:7+8-. 8+9 8+9 8+9, 7+8 8+8 19+9 8+9 7+8 8.9 18+9; :879, 7+8 8+9 8+9 8+9 aa8 649 8+9 8+9 8«9 ,8+8. .8+9 6+9 9+10 9+10 Flo 9+10 9N0 9+10 B+10 B+70 I� !' 41' Des/gn Pressure. __..r�90.0/-f02.9' +900/-9S^ +87;3/-8T.3 ;;"� ": "+B0.0/•C30 +7ia/•73.8 ,5.+_ ;-s "';.+68:6/�Q8:6-- "." +64.0/-64.0 +60.0/�0.0 i;.' = Jiead/SII C5+2 C5t2 C5+3 C5+3 C5+2 ,i'.. C5+2 c.Hl CS*2 C5+2 CS 2 C5+ CS+2 C5+2. C5+7 25- Z5:+2 CS+2 C5+2 C5+2 cs+p C5+2 C512 C5+2 C5+2 C.F+2. f:5 2 ^5+2 C5+2 C5+2 4iI. DLO -. .Jamb 10 8 8.,: •� 10 -'8..;.'B re '10 •' 70 10- is 10 f0 '10' 10 10 ::10. _'10,. 10. ,1o" 10. 10 10 10--; 70 P4a0k 7+8 8+9 8+9 '8+8 748 849 8+9 8+9 7+8 8+9. 8+9 8+9 7+9 9+9 8+9 8+9 6+9 8+9 8+9 Big' 8+9" 8«9 8+B 9+10 9+10 9+10 9+10 9N0 9+10 9+1C 9+10 �. 47' DLO Design Pressure +a3.0/A3.0 +77.21-77.2 +69.8/L9.8 +63.81-0.8 Not available In these sizes Head/Si9 C4+2 C4+2 C5+3 C5+3 C4+2 C4+2 C5+2 CS+2 C4+2 CA+2 C5+2 C5+2 04+2 04+2 C5+2 CS+2 lamb 8 8 B 8 B a 8 6 8 6 8 8 a 8 8 e P-hook 6+7 7+8 7+8 7+6 A 1.7+e T+e 7+e 7.e 7+6 7.e 7+9 7.9 7+6 7+9 PL0 D!sign Pressum +79.21-79.2 +73.31-73.3 +6G0/•66.0 +60.0/ .0 I+Aed/SI9 C4+3 C4+3 C5+3 C5+3 C4+3 C4+3 C5+3 C5+3 C4+2 C4+2 CS+3 C5+3 C6+2 C4+2 C5+ CS+2 Jamb I8 B B B B 6 8 8 8 8 8 8 e 9 B P-hbook 6+7 F. 7+8 7+B 7+8 7+8 7+B 7+8 7+B 7+8 71d 7+e 7+8 7+8 7+8 NB 7+8 = EXAMPLE ON SHEET 9 Interlock P-hook Lockstile @Jamb Straight Astragal Assembly Lockstile @ Straight Astragal 90' Astragal Assembly Lockstile @ 900 Astragal 135` Astragal Assembly Lockstile @ 135° Astragal Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Standard Astragal Outside Corner, , Outside Inside Corner r`P-1+�1 rJ1 Corner Insilee Corner Outside Inside Co Corner Part#61(x2f Part #61 Part #61 Part #61(Stile) -'• Part #67 (Astragal) Part #61 Part A61(Stile) Part #118 (Corner Part #119.(Out.) Part #120 (In.) I Part #61 (Stile) Parts #31 & #32 Part #61 Recelver) (Corn. & Fxd Mount) NOTES: 1) POSITIVE PRESSURES IN TABLE 2 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 PRIES. UNCHANGED). SEE TABLE 2A. 3) 4', 3-1/4' AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" 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 FBC 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 vPiv= FL 34M CERT. OFAM.. MMM OH LENGTH ti =Uj OOI OH RATIO z 1 O SEE NOTE 3 DP AND ANCHORAGE SERIES 670 ALUM. SGD - s.res,arc S.I. - NTS 1 7 a 22 PG70128 Sill Height to Max. (+) DP (Water Infiltration Rating) Sill Riser Height (+) Design (Flat or Box, see Pressure, PSI Sheet 17) Flush-1-1/2" see note 3 Low - 2-1/2° + 46.67 Medium - 3-1/4" + 60.0 SEE NU ES 1-3 DLO WIDTH-- NOM.'PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT-10.125' PANEL HEIGHT = DOOR UNIT HEIGHT-1.866" IR0b1JC r REVISED u eoaplyMR with the Flo" WrNng Cade A;, pI ee No 14-062 .03 Etpkati- D.re L Isk A. LYNN MILLER, P.E. P.E.# 58705 a - , TAaI F a• TABLE 3A: Design Pressure (DP) and Anchor Quantities -Required, (forall approved configurations on Sheets 2 & 3) For comer astragal anchorage on 90' or 135' comer units, see sheet 11 Table applies to all Glass types and the Stile/Astragal types shown below. Posithe (+) DP may be limited by Table 3A. Door Unit Height BY B4" 90' 96, 69-718" DLO F1 73-7/8' DLO 79-7/8" DLO I 85.7/8" DLO Anchor Type Anchor Type Anchor Type Anchor Type 2 1 3 4 1 2 3 4 1 2 3 4 1 1 2 1 3 1 4 Design Pressure + + - + - + -1 1- 17' Head/S01 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 Cq+1 C4+1 C4+1 C4+1 C4+1 C4+1 24' DLO Jamb 8 6 8 8 8 8 8 E B 8 8 8 8 8 8 8 P-Iwok 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+B 7+8 7+8 7+8 7+8 Design Pressure +90.01-159.5 +90.01-150.3 +90.0/-138.2 _ +90.01-128 23" Head/Sill C5+2 C5*2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+1 C5+1 CB+2 C8+2 C5+1 C5+1 C6+2 06+2 30' DLO Jamb B 8 10 8 B B 10 8 8 8 10 B 8 8 10 8 P-hook S+9 9+10 9+10 9+10 8+9 9+10 9+10 9+10 8+9 9+10 9+10 9+10 8+9 9+10 9+10 9+10 Design Pressure +90,01-139.4 +90.01-130.9 +90.0/-120 +90.0/-11a8 29' Head/SIII C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 CS+2 CS+2 C8+2 CB+2 C5+2 C5+2 C6+2 C6+2 36` DLO Jamb 8 8 10 8 8 8 10 8 8 8 10 8 8 a 10 8 £ 'o P-hook 8+9 9+10 9+10 9+lu a+g 9+10 9+10 9+10 8+8 8+10 9+10 9+10 6+9 9+10 9+10 9+10 Design Pressure*, .'. "'+90.0/-125.5 +90.0/-117.6,-.-�'" r''+90:O1s-f07.3 +90.0/-93.7 . '35 -Head/Shc C5+2 'C5+2 C6+2 C5-2 C=+2 C6+? CS+2 C +2 C5+2 C5k2 C642- Ct;r9r �i; .•- Ci F�:S+2 A. a2° DLO '' =-8-10 e a e 10 -_=e.: f:e.�d =: e: • -10 i- .8• e e 10 e P-Inok 8+9 9+10 9+10 9+10 8+9 9+10 910 9+10 B+g 9+10 9+10 9+10 B+8 8+10 9+10 9+10 o Design Pressure +90.01-115.7 +90.01408 +90.0/-982 +90.0/AO = 41" Head/Sill C5+3 C5+3 C6+3 C6+3 C5+2 C5+2 C6+3 C6+3 C5+2 C5+2 C8+2 C6+2 C5+2 C5+2 C6+2 C6+2 4B` DLO Jamb 8 8 10 B 8 8 10 8 8 8 10 B 8 8 10 8 P-hook 8+9 9+10 9+10 9+10 B+9 9+11 9+1q 9+10 8+9 9+10 9+10 9+10 8+9 9+10 9+10 9+10 Design Pressure +831-83 +77.2/-71.2. +69.81-69.8 +62.61.626 47' Hea&Sill C4+2 C4+2 CS+3 C5+3 C4+2 C4+2 C5+2 C5+2 C4+2 C4+2 C5+2 CS+2 C4+2 C4+2 C4+2 04+2 Sr DLO Jamb 8 B 8 B 8 8 8 8 B 1 8 1 8 8 8 1 8 1 8 8 PHxiok 6+7 1 7+8 1 7+8 1 7+8 7+8 1 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 1 7+8 1 7+8 7+8 Design Pressure +79.21-79.2 +73.3/-73.3 +66/-66 +58/-58 53" Head/Sill C4+3 C4+3 C5+3 C5+3 C4+3 C4+3 C5+3 C5+3 C4+2 C4+2 C5+3 CS+3 C4+2 C4+2 C4+2 C4+2 60„ DLO Jamb 8 8 8 8 8 8 8 8 B 8 8 B 8 8 8 B P-hook 6+7 7+8 7+8 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 'Sill Height to Max. (+) DP (Water Infiltration Rating) Sill Riser Height (+) Design (Flat or Box, see Pressure, psf Sheet 17) Flush - 1-1/2" see note 3 Low - 2-1/2" + 48.67 Medium - 3-1/4' + 60.0 High-4' +90.0 Stt NU 1 tS 1-3 OH LENGTH I— OH 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 TNEE3 tZ4"„SILL, POSITIVE WATERIS 60.0 PSF MAX.-WHEN•USING THE 4" OdL 'POSITIVE WATER DP IS�90.0 "S� 1'AP.X (NEGATIVE PRESSURES UNCHAN(3ED;. SEE TAB LE•3A..._ _ e 3) 4-.3-1/4- AND 2-1/2' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1A/2" 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. 1-UK LAAMI Lt UN USINO IAt5L1- SCC Arlrr 1 r. - 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR DLO WIDTH = NOM. PANEL WIDTH - 7" PAIRS TO BE INSTALLED. rRoDUCE REVISED DLO HEIGHT = DOOR UNIT HE IGHT - 10.125' ss Go ilY like Ill-id,lwrdin ding (i+de� PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866' Aedepl.A=e Nn ,1 EApiry@�r Pyle _..- _�.. �......� __.. .. ..._.-...... �.s."�n n,,., , r,,-• ,,r�r, ��r, rwnr r- n c. r-r �ur•�Tc n" o nn Cho oA OT n1RA—loi-10 AI,111 QLI =TC 4A k AO UnD AQQFAARI V nPTAII Q Interlock - -hook Lockstile@Jamb StraightAstragal Assembly'- LocksGle'@ Straight Astragal 90°Astragal Assembly Loclstile@ 90'Astiagal 136°Astragal Assembly Lorkstilea 1 135'Astragal Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile ' Heavy-duty Stile Heavy-duty Stile Heavy-dutyStile Heavy-duty Astragal OutsideCoroner Outside Corner , , Outside Corner Inside _TDT' Corner inside Corner Outside Ins,de,de Co Corner Part #61(x2) Part #61 Part #61 Part 461 (Stile) part #68 (Astragal) Part #61 Part #61(Stile) Part #118 (Corner Receiver) part #119 (Out.) Part #119 (Ou Part #61 (Stile) Parts #31 & #32 (Corn. & Fxd Mount) Part #61 L VZNX& FL 31275 i+1)480-16M CERT.. OFAUrFl. 02M DPANDANCHORAGE SERIES 670 ALUM. SGD - inaybyre eau: rare scDs7o ' NTS 1 8 - 22 PGTO128 -n-:r_ 11 N...597n5 ' r qF� A. LYNN MILLER, P.E. P.E.# 58705 NO FRAME "7+8" P-HOOK ANCHORAGE CONSISTS OF: SEE "C5" CLUSTER SEE JAMB (7) P-HOOK ANCHORS, SEE "C5" CLUSTER MAX. UNIT WIDTH DETAILS, SHEET 10 SEE "C5" CLUSTER DETAILS, FOR ASTRAGAL SPLICE REQUIRED @ (PERPENDICULAR TO GLASS DETAILS, SHEET 10 FOR REQUIRES "C6" SHEET 10 FOR INTERLOCK NOTE, THIS EXTERIOR PLANE) SEE TABLE 2, SHEET 7 INTERLOCK 24" MAX. O.C. POCKETS CLUSTER, SEE AND 60" NOM. DETAILS, SHEET 11 x SHEET x SEE POCKET (8) P-HOOK r-------- _ x x PANEL WIDTH x x x x x 6" MAX. JAMB MOUNTING x x f x x x x x x x x INSTALLATION, ADAPTER I 6" MAx' (° x x x x xx x x x x x x � THIS SHEET ANCHORS MIDWAY i 1 X 3" MA OI 1, - I—& SHEET 14 BETWEEN P-HOOK ®' I 4 PAIRS OF �•%•� I i� ANCHORS & AT 3" i O i x = FRAME x x ANCHORS FROM TOP & i j ANCHORS (TOTAL 8 ®I 21"MAX 1 NI ANCHORS) %' :, •\\ BOTTOM I o -+ 1a" o UNIT ' I 4.051" _.UI — � i MAX. O.C. HEIGHT O.C. PER JAMB - &' MAX. TO OPENING 10 0 ®I 14MAX.O.C. n ®= P-HOOK a I 0 x (SEE JAMB EDGE OF POCKET SEE w ANCHORS x i DETAIL W I®I INSTALLATION a 70 DETAILS'Jc'&'Kc', 1.m �OI mo=P-HOOK BELOW) END PANEL SHEET 14 & PART I w a ®I I i � ,MOUNTING X DETAILS'J' &'K', I u h �, J. :ADAPTER; x ANCHORAGE I Y MAX, 1 (2 ANCHORS) . _ SHEET 19 Pufi j °n( ._ ANCHORSy x- -x O.C. *� .: ::• P-HOOK � - -s MAx - •' =-;- . - _ >< x x "+2" x x `✓END PANEL ANCHORS x END PANEL x ' x . x xx xx x x x xx x x .� x 6" MAX. ANCHORAGE (SEE ANCHORAGE ANCHORAGE � x' x x x+2. SKETCH BELOW) �•+2• �'+2' (SEE SKETCH BELOW) '+2" ANCHORAGEAN ANCHORAGE it CENTERLINE 8"MAX••' ANCHORAGE ANCHORAGE ANCHORAGE OF PANEL 1 2.04" 24" MAX. EXAMPLE' 5-PANEL 2 TRACK 90° OUTSIDE CORNER - pXX/)OCO - EXT. MOUNT POCKET ANCHORAGE PLAN: Nr O.C. 60" x 96" NOM. PANELS, ANCHOR GROUP 3 IN CONCRETE SUBSTRATE (SEE TABLE 2, SHEET 7) 6" SPLICE NOTE: NON-STRUCTURAL ANCHORAGE EXAMPLE NOTES: ANCHORS MAY BE ADDED 1) APPROVED ANCHORS: SEE TABLE A, SHEET 1 AS NEEDED TO ALIGN THE I 2) ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3, SHEETS 6-8: EXTERIOR HEAD OR SILL IF A SPLICE CENTERLINE OF HEAD & SILL: 8" MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM 21" OCCURS AT THE P-HOOK. 60" • INTERLOCK APPROPRIATE TABLES, SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER MAX. NOM. ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE O.C. I PANEL SEE "C5" CLUSTER ANCHORS PER PANEL. ADDITIONAL ANCHORS 24" O.C. MAXIMUM. 1 WIDTH DETAILS, SHEET 10 FOR INTERLOCK ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY 5.64" u eo ap(yi.g wi'h the Rod& b..11.9C xk "+2"ANCHORAGE REQUIRED IFTHE O.C. DISTANCE TO THE NEXT ANCHOR I AcnpnueN. - 54 •03 24", OTHERWISE ANCHORS ARE NOT Eyiredr 0•ie CLUSTER IS OVER 6" MAX. 3.5" REQUIRED AS PER THE FIGURE AT RIGHT: E uvva �- } - I CENTERLINE JAMBS & P-HOOKS:'6" MAX: FROM BOTTOM, 21" MAX. ANCHOR PAIR O.C. (JAMBS), 14" MAX. ANCHOR2 TRACK ! A Coeld OF PANEL 2 O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,'SHEETS 6-8. SEE FRAME JAMB' P-HOOK ANCHOR DETAILS ON SHEET 14. ANCHOR PAIR REQUIRES "+2" ANCHORAGE SEE "C5" CLUSTER END PANEL CENTERLINE CENTERLINE 'C6" CLUSTER, SEE DETAILS, SHEET 10 ANCHORAGE OF —OF • 1 I DETAILS, SHEET 11 �FOR ASTRAGAL I (2 ANCHORS) 8" INTERLOCK ASTRAGAL MAX. I I 41 3.5• • � —_ `� EXTERIIN OR CENTERLINE / CENTERLINE "+2' ANCHORAGE "+2" ANCHORAGE 5��:_"v - OF PANEL 3 OF PANEL 4E OF PANEL 6 SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS '-'.�.: rbmer oma ra.aas 10M, au2LmyD� N. V&n .FL 34275 MIMS* � CERI.OFAUTN. N2929B ® o�.ps:< ANCHORAGE SPACING & EXAMPLE PLANS •.7': EOr .:::: A. LYNN�MILLER , P.E. P.E.0 58705 R—d�' SERIES 670 ALUM. SGD - NON -IMPACT ;,e, o,, samvm c SGD-670 awt NTS I 9 a1 22 uwh•++i PGTO12B n..: B m sr. JR o.rs 0220/14 ? o.m: `- ASTRAGAL OR 6" DIAG. ASTRAGAL OR-, SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE SPLICE LOCATION 2.04" INTERLOCK�IF NEEDED INTERLOCK—} CONDITION, USE INTERLOCK -J IF NEEDED 2.04" CENTERLINE I CENTERLINE "C6" CLUSTER DETAIL) CENTERLINE 3.5" 1.75' EXTERIOR 6"DIAG. 7" 7 3.5" 1.75" 21" 4" AG. Wr3 MAX. O.C.TTR�o� 2.04" 2.04"4' 21" I 5.64" MAX. EXTERIOR 3.5" 7^ EXTERIOR 4" DIAG. 7" EXTERIORg� O.C. 6" MAX. 2=TRACK' F HEAD/SILL 2=_TRAEK,[F,RAMEIHEAD/SILL TRAGK.FRAMEiHEAIII$ILL 5.64" ((�7IASTRAGAL�ORIINTERLOCK @aiASTRAGALSOR11NTERLOCK (aFTASTRAG KORIINTERUOCK r!P& GFUSE WHERE�4 CLUSTER-(USETWF4ERE�GLWSTER q(14SE1181HERE1gICLUSTER KANCHORS ARE REQUIRED, "C4") ANCHORS ARE REQUIRED, "C5") ANCHORS ARE REQUIRED, "C6')JAMB 6" MAX. IIPAIR AS RAGAL OR r SPLICE LOCATION ASTRAGAL OR (FOR SPLICE INTERLOCK IENEEDED_= INTERLOCK CONDIZION;.uSE_' _ - CENTERLINE CENTERLINE "C6" CLUSTER DETAIL) 3.5" 3.5" 2.04" 4.05 r 4.08' I EXTru ERIIOR 7" EXT�ERL,IOR 7" 4" DIAG. EXTJERLIO `� 3-TRACK FRAME HEAD/SILL v 3-TRACK FRAME HEAD/SILL P ASTRAGAL OR INTERLOCK ASTRAGAL OR INTERLOCK (USE WHERE 4 QRANCHORS ARE REQUIRED. C5") (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, 'C4") ASTRAGAL OR SPLICE LOCATION INTERLOCK-4—IF NEEDED CENTERLINE 1.75" z tee EXTERIOR V 4-TRACK FRAME HEAD/SILL Gn ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") ASTRAGAL OR � (FOR SPLICE INTERLOCK CONDITION, USE CENTERLINE I ^C6" CLUSTER DETAIL) 3.5" 4" DIAG. 2.04" 5.37" DIAG. 4.08" EXTERIOR 7" EXTERIOR 4 TRACK FRAME HEAD/SILL V P ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "C5') 1070 TECHNOLOGYI V.VENICE, FL 34275 CERT. OFAUTN. Jt2 M ASTPAGAL OR SPLICE'LOCP now IN cRLOCIC�JF NEEDED`' CENTERLINE' �—J 3.5" G-- 7" �I 2.04" ­4 3.5' 3-TRACK FRAME HEAD/SILL A ASTRAGAL OR INTERLOCK (USE! WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6") ASTRAGAL OR (FOR SPLICE INTERLOCK CONDITION, DO NOT f:FNTFRI INF USE THIS DETAIL) 4" .04' 4TRACK i I 6" DIAG . FRAME JAMB EXT� a ANCHOR PAIR .04" i ,. ANCHORS MAY BE INSTALLED 21" EITHER IN THE EXT. OR INT. MAX. I TRACK (INT. SHOWN) O.C. 5.& 6"MAX. 3-TRACK FRAME JAMB ANCHOR PAIR FOR SPLICED CONDITIONS ONLY: SPLICE LOCATION �IF NEEDED 1 3.5" IF --4 3.5" Ir ' 4-TRACK FRAME HEAD/SILL ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6") WITH & WITHOUT SPLICE CONDITION I SERIES 670 ALUM. SGD - NON -IMPACT I SGD 670 I NTS 1 10 a 22 1 PGTO128 NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 2. FOR HEAD OR SILL SPLICE LOCATIONS/ANCHORAGE AT P-HOOK SEE SHEET 9. rb m,aplyinQwhM IMe Fl.,Jdk 6aaiinR C.n11 ACaPlart[e Ne /:-O 3 Elpir�ien Date_-1/�/ z'p A. LYNN MILLER, P.E. RE.p 58705 2.04" 2.04" INTERIOR 2.04" INTERIOR 2.04" NOTES: INTERIOR INTERIOR 7" �1. ALL DIMENSIONS SHOWN 4" DIAG. 4" DIAG. 8.94° ARE BASED ON MINIMUM 6.12" 6.12' 3.5" 3.5" ALLOWED. INTERIOR 7 INTERIM INTERIOR 2. DETAILS DEPICT ANCHOR INTERIOR ! QUANTITY AND SPACING, 90° 3. " 90° 3. " 1 EXTERIOR 1 0 AND WOULD BE IDENTICAL EXTERIOR EXTERIOR 4" DIAG. 4" DIAG. FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. EXTERIOR I __-I 3.5" 2.04" EXTERIOR r 90° CORNER 2-TRACK FRAME HEADISILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "0 INTERIOR 4" INTERIOR 4.08" 4" 3.5" 4" 3.5" 3 " 4" "+1' ANCHOR 2.04' T 2.04" EXTERIOR 4" 2.04" 7" EXTERIOR 90° COP.NER 135° CORNER 135° CORNER 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEADISILL II-- CENTERLINE (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER f OF PANEL ANCHORS ARE REQUIRED, "C6") ANCHORS ARE REQUIRED, "C4" ANCHORS ARE REQUIRED, "C6") "+2' ANCHOR EX7E20R INITEK OR .+1'"ANCHOR, 2:0A` INTERIOR 7.41" 4" DIAG. 135° 3.5" I 7" CENTERLINE 3 EXTERIOR 3.5" OF PANEL "+3" ANCHOR 4.03" 7c 5.37" AG. r CENTERLINE 2.04" OF PANEL 4" DIAG. EXTERIOR 3'5 �- N 4 3.5 EXTERIOR 7" 4 '4" INTERIOR QN "+2" ANCHOR ° 3.5" " 7" EXTERIOR ALL 90° CORNER 135° CORNER n_ VIEWS T' 3-TRACK FRAME HEADISILL 3-TRACK FRAME HEAD/SILL V L L�CENTERLINE OF PANEL ("C6" ANCHOR CLUSTER REQUIRED ("C6" ANCHOR CLUSTER REQUIRED 2-TRACK FRAME HEADISILL AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4°DIAG. INTERMEDIATE ANCHOR LAYOUT INTERIOR 6.12" 2.04° INTERIOR 6 .12" 2.04" 3.5" CENTERLINE /RwOD ® maplyicg with/the Fel6orZl& hdi.%G.& AccMij ceNo 5•o Z 4" EXTERIOR 8" OF PANEL Eayir ti" D-tc INTERIOR 90 INTERIOR 135° "+3"ANCHOR 6� tS4.._-LV`��"�`• 4" 3.5° 2•p;" 8�ai DedrP CsDoi 7„ DIAG. F. 6.12" 4"DIAG. G 3.5" 4.08" 7" EXTERIOR 2.04" 3.5" 4" 4" DIAG. 3.5" 4" 3.5' ,,�•::I i:tr;, EXTERIOR 7" EXTERIOR 2.04" I�,CENTERLINE ,.• `I';...._•••..:'� 90° CORNER 135° CORNER I OF PANEL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEADISILL ("C8' ANCHOR CLUSTER REQUIRED AT ALL 4-TRACK CORNERS) (-CgT ANCHOR CLUSTER REQUIRED AT ALL 4-TRACK CORNERS) INTERMEDIATE ANCHOR LAYOUT (3-TRACK SIMILAR) 6 ; fOA TECFINOLnDYDRNE K VENICE, n 34275 Is44J�3a4soo ANCHORAGE, EXAMPLE CLUSTERS ... •r'7`.'- ���': ,'.':`'�:• rer SERIES 670ALUM. SGD-NON-IMPACT enename sco-em s� NTS _ 11 m 22 u"""oR• PGT0128 R" B CERT. OFAUTFL AzszAs ® A. LYNN MILLER P.E. P.E.ii 58705 JR oaaat4 INSTALLATION DETAILS EDGE DISTANCE: SEE TABLE A, SHEET 1 EXTERIOR 2-1/16 ' 1/4' a I c� MAX. T SHIM EXTERIOR? nnncnnacnir• T ,mil �� ��, � a } iEE TABLE A, SHEET 1 2X WOOD WOOD ANCHOR TYP., TYP., SEE ANCHOR SEE ANCHOR NOTES NOTE 3, SHEET 1 & TABLE A, SHEET 1 2-TRACK FRAME HEAD Aw WOOD INSTALLATION WOOD ANCHOR TYP., 2X WOOD SEE ANCHOR NOTES TYP., SEE ANCHOR 4 TABLE,APSHEET.1:- , NOTE 3, SHEET 1 SEE ANCHOR ;' NOTE 5, SHEET-' 1 (1/4" MAX.) L 1 EXTERIOR 2-1/16"' EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 2-TRACK FRAME SILL Dw WOOD INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 2X WOOD TYP., SEE ANCHOR - NOTE 3, SHEET 1 r NOOD ANCHOR TYP., SEE ANCHOR NOTES & TABLE A. SHEET 1 EXTERIOR V 1/4-MAX. SHIM EDGE DISTANCE: SEE TABLE A, SHEET 1 ja 2-TRACK FRAME JAMB �_GvvV WOOD INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A. SHEET 1 SEE TABLE A, SHEET 1 1/4" MAX o SHIM EXTERIOR 2X WOOD /WOOD ANCHOR TYP., METAL TYP., /SMS ANCHOR TYP., TYP., SEE ANCHOR L SEE ANCHOR NOTES SEE ANCHOR L SEE ANCHOR NOTES NOTE 3, SHEET 1 & TABLE A, SHEET 1 NOTE 4, SHEET 1 & TABLE A, SHEET 1 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD Bw WOOD INSTALLATION � METAL INSTALLATION MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE NOTES: 1/4" 1. ALL DIMENSIONS MAX. SHOWN ARE BASED SHIM ON MIN. ALLOWED. 2. METAL OR WOOD SUBSTRATES MAY BE USED FOR ALL FRAME TYPES PER TABLE A, SHEET 1. 'DIAGONAL O.C. IS MIN 4" (HEAD & SILL) OR 6" (JAMB) SEE DETAILS SHEETS - & 11 WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYP., SEE- ANCHOR NOTES TYP., SEE ANCHOR SEE ANCHOR NOTES &CTABLE A. SHEET ? 7 ` & TABLE A, SHEET 1 SEE ANCHOR NOTE,4, SHEET-1 SEE NOTE 3., SHEET 1 :SEE- ANC 10R,,, rr ANCHOR-:=•• • a MIN: OF 3-THREADS•BEYOND NOTE 5' - SHEET 1 I NOTE 5, - SHEET 1 THE METAL SUBSTRATE ' (1/4' MAX.)(1/4" EXTERIOR MAX.) EXTERIOR�I - EMBEDMENT: SEE a a2-1/16"' TABLE A, SHEET 1 2-1/16"' EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A, SHEET 1 SEE TABLE A. SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 ta 3-TRACK FRAME SILL 4-TRACK FRAME SILL Ew WOOD INSTALLATION Fw METAL INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 2X WOOD TYP., SEE ANCHOR NOTE 3, SHEET 1 EDGE DISTANCE: SEE.TABLE A. SHEET 1 WOODANCHORTYP., l I SEE ANCHOR NOTES & TABLE A, SHEET 1 VI I EXTERIOR 1/4" MAX. SHIM -� I-�- 3-TRACK FRAME JAMB Hw WOOD INSTALLATION 1070 TECHNOLOGY) N. VEN/C& FL 34275 CERT. OFAUTN. C29296 METAL TYP., SEE ANCHOR NOTE 4, SHEET 1 FROOUC PREVNEo EDGE DISTANCE: %%�PIYk9wh ,kFJDrfik ' SEE TABLE A, SHEET 1 bd'"g Ce& AeeePunce No -o z . e3 En.le �'s1 P/ud,cf Q .. ,• 2-1116" SMS ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 MIN. OF 3 THREADS EXTERIOR BEYOND THE METAL SUBSTRATE 114" MAX. SHIMA) 4-TRACK FRAME JAMB Iw METAL INSTALLATION ANCHORAGE DETAILS CRlr_o VrV 11LV/14I. OwI - IYVI 1r-IIYlv^%l I ,Rl,1[ SOY Sir[ owsyM sGa670 I NTS 1 12 d 22 PGTO128 .. A. P.E. RE.# 58705 INSTALLATION DETAILS EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 NOTES: EDGE DISTANCE: SEE EDGE DISTANCE: EDGE DISTANCE: 1. ALL DIMENSIONS CONCRETE TABLE A, SHEET 1 CONCRETE SEE TABLE A, SHEET 1 CONCRETE SEE TABLE A, SHEET 1 SHOWN ARE BASED PER TABLE A, SHEET 1 1 2-1/16"' PERTABLE 2-1/16" • PER TABLE 2-1/16" • ON MIN. ALLOWED. ! �_ A, SHEET 1 A, SHEET 1 1/4" • DIAGONAL O.C. IS EXTERIOR ` • • MAX. MIN 4" (HEAD & SILL) a ^` .SHIM OR 6" (JAMB) SEE EMBEDMENT: I Z 1/4" EXTERIO� 1/4 EXTERIOa ( DETAILS, SHEETS SEE TABLE A, MAX. MAX. a SHEET 1 SHIM SHIM PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES & ANCHOR NOTE 3, SHEET 1 TABLE A SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A. SHEET 1 2 TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD A� GONCRETEIINSTALIATION Bc CONCRETE INSTALLATION k.Cjc CONCRETE INSTALLATION CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X SEE ANCf•TOR-NOTES&•-__. WOOD -BUCK TY.P , .SEE •::SEE"ANCHOR:NOTES & - ; WOOD BUCK TYP., SEE' ` . 't `-:SEE ANCHOR NOTES & —7 WOOD :BUCK TYP:;: SEE - TABLE A,-SHEET;?d1CHOR NOT[ 8, Si-4EE3 'i , TABLE A,:SHE_ET• 1. : _ :Y.�;Ci:ON ";OT_, ."r, SHEET 1; - - r �_?ABLE F., $HEFT 1 ANCHOR NOTE 3, SHEET-1 SEE ANCHOR- SEE ANCHOR'•%' SEE ANCHOR NOTE 5, SHEET NOTE 5, NOTE 5, SHEET 1� SHEET 1� (1/4" MAX.) :_ : I (,/4" MAX.) I EXTERIOR —j EXTERIOR 1 EXTERIOR 2.1/16" • CONCRETE 2-:! /16" " 2-1/16" " PER TABLE EDGE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A, SHEET 1 SEE TABLE A, SHEET 1 PER TABLE SEE TABLE A, SHEET 1 PER TABLE SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A SHEET 1 A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 CK F.RAME SILL45ib 3-TRACK FRAME SILL 4-TRACK FRAME SILL Dc CC)NCRETEIINSTAUATION Ec CONCRETE INSTALLATION Fc CONCRETE INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 �,mT--�—T EMBEDMENT: SEE TABLE A. SHEET 1 PROPERLY SECURED _ EDGE DISTANCE: 1X WOCD BUCK TYP., SEE TABLE A, SEE ANCHOR NOTE 3, SHEET 1 SHEET 1 CONCJCMU ANCHOR i ' 2-1/16" " TYP., SEE ANCHOR NOTES & TABLE A, SHEETI CONCRETE EXTERIOR '�51/4" I+ OR CMU PER TABLE MAX. SHIM A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 CONC./CMU ANCHOR TYP., SEE -ANCHOR NOTES TABLE A, SHEET 1 PROPERLY SECURED 1X WOOD BUCK TYP. SEE ANCHOR NOTE 3,, SHEET 1 EDGE DISTANCE: , PROPERLY SECURED SEE TABLE A, 1X WOOD BUCK TYF., SHEET 1 SEE ANCHOR NOTE 3, F f SHEET 1 2-1 /16" " ' CONCRETE OR CMU PER TABLE EXTERIOR 1 •,; A, SHEET 1 I/ 1/4" MAX. SHIM : 3-TRACK FRAME JAMB He CONCRETE/CMU INSTALLATION "gym. 1070TECHNOLOGYORIVE IZ�� ANC N. VENICE, FL 30275 �/��� ms �CERE OFAUTH. D28285OFAUTH.029M C IPRODucruvirim EDGE DISTANCE: ""0ytft*k1b -F30" SEE TABLEA, Acarp's.ee�eNoI6-Ob2 .03 SHEET,1 E+P v*s l). CONC./CMU ANCHOR I ' •. ^ 2-1/16" " TYP., SEE ANCHOR _1 NOTES & TABLE A, SHEET CONCRETE \",—OR CMU EXTERIOR Lr ` ' PER TABLE V A,SHEET I 114" MAX. SHIM F� E 4-TRACK FRAME JAMB \LcJ CONCRETE/CMU INSTALLATION CnICp V/V A Lllvi. JWw - IYV/r-unrMtr I SGD-670 I NTS 1 13 a 22 PGT0128 A.,LYNNMILLEit, P.E. P.E.# 58705 INSTALLATION DETAILS FRAMEJAMB REQUIRED AT ALL INSIDE POCKETS EMBEDMENT: SEE TO PREVENT WOOD FRAMING TABLE A, SHEET 1 P-HOOK MOUNTING ADAPTER WATER WOOD ANCHOR TYP., INFILTRATION Oo o SEE ANCHOR NOTES EMBEDMENT: & TABLE A, SHEET 1 SEE TABLE A, (ALSO SEE TYP. SHEET 1 28 ILLUSTRATION, SHEET 9) I EDGE DISTANCE: SEE I TABLE A, SHEET 1 EMBEDMENT: - SEE TABLE A_ 28 EXTERIOR SHEET 1 PHOOK WOOD ANCHOR TYP., f L SEE ANCHOR•NOT T. V P-HOOK &'TABLE A, SHEET 1 . :;OtjcRETE OR -/ _ : (ALSO SEETYP: "- CMU PER TABLE 2.693 MIN. = A, SHEET 1 ILLUSTRATION, SHEET 9) EDGE DISTANCE P-HOOK FOR USE WITH FLAT SILL RISERS dw PARTS 918. #20, #22 OR #24, WOOD INSTALLATION EXTERIOR MOUNT SHOWN, (SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION METAL TYP., SEE ANCHOR EMBEDMENT: SEE NOTE 4, SHEET 1; TABLE A, SHEET 1 -. MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE EMBEDMENT: SEE TABLE A. SHEET 1 2.693"MIN. EDGE DISTANCE CONCJ MU ANCHOR TYP., SEE 2s ANCHOR NOTES & TABLE A, SHEET 1 1-1/4" MIN. EDGE DISTANCE EXTERIOR 28 , V P-HOOK MOUNTING ADAPTER CONCJCMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE EMBEDMENT. SEE' A., SHEET'! TABLE A; SHEET 1- (ALSO SEE TYP. ILLUSTRATION, SHEET 9) P-HOOK FOR USE WITH FLAT SILL RISERS Jc PARTS #18. 420, #22 OR #24, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN, (SEE TABLES 1A. 2A & 3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) EXTERIOR CONDITION P-HOOK MOUNTING CONCRETE OR EMBEDMENT: SEE ADAPTER SMS TABLE A, SHEET 1 ANCHOR TYP., SEE CMU PER TABLE A, SHEET 1 ANCHOR NOTES & TABLE A, SHEET 1 EMBEDMENT: y ' (ALSO SEE TYP. SEE TABLE A, ILLUSTRATION, SHEET 9) SHEET 1 DISTANCE: SEE A, SHEET 1 .. . P-HOOK SMS ANCHOR TYP., / EXTERIOR SEE ANCHOR NOTES & TABLE A, SHEET 1 15 (ALSO SEE TYP. 2.693" MIN. ILLUSTRATION, SHEET 9) EDGE DISTANCE P-HOOK FOR USE WITH BOX SILL RISERS Kw PARTS #19, #21, #23 OR #25, METAL INSTALLATION EXTERIOR (SEE TABLES 1A, 2A & 3A MOUNT FOR WATER RATINGS) ONLY 10707ECNNOLOOYI N. VENIM FL 34275 I CERT.OFAUTH.#29296 P-HOOK MOUNTING ADAPTER CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) 2� 1-1/4' MIN. EDGE DISTANCE • �J I P-HOOK CONCJCMU EXTERIOR ANCHOR TYP., SEE:AE 1 ANCHOR NOTES & TABLE V 3v A, SHEET 1 2.693° MIN. (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION, SHEET 9) da P-HOOK FOR USE WITH BOX SILL RISERS Kc PARTS #19, #21, #23 OR #25, CONCRETE INSTALLATION EXTERIOR (SEE TABLES 1A, 2A & 3A MOUNT FOR WATER RATINGS) ONLY P?;:= I7ANCHORAGE DETAILS f�( I SERIES 670 ALUM. SGD - NON -IMPACT sG"7o I NTS 1 14 d 22 1 PGTO126 NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 2. FIGURES ON THIS SHEET ARE FOR ILLUSTRATIVE PURPOSES ONLY. SEE TABLE A, SHEET 1 FOR ALLAPPROVED SUBSTRATES. 3. SEE TARES 1-3, SHEETS 6-8 FOR REQUIRED P-HOOK AND P-HOOK MOUNTING ADAPTER ANCHOR QUANTITIES. ALSO SEE EXAMPLE Off-SHEETd. - /RODUCf REVISM p � ttgrA twith the FSort Acttptavicc No_16206?c .C3 Expkad w Uete 'w[�� ' is •L!o.:.?,7u5 - A: LYNN MILLER, P.E. P.E.# 58705 c CONFIG. EXAMPLES MAX. UNIT WIDTH MAX. NOM. PANEL WIDTH DLO TYP. PER TABLES 1-3 UNIT WIDTH HEADERDETAIL'A', WIDTH I INItKIVK SHEET 18; INSTALLATION DETAILS'Aw' &'Ac',� Exrewoa SHEETS 12 & 13 '1 -7 90° PANEL7PANEL PANEL PANEL CORNER DETAIL'N2', TYPE AS' TYPE SHEET 19 & CORNER A, ANCHORAGE SHEET 11 MAX.PANEL NOM. /I MAX. UNIT MAX. HEIGHT INTERLOCK DETAIL PANEL ! WIDTH TYP. DLO PER M', SHEET 19 HEIGHT SEE PER HEIGHT TABLES EXTERIOR INTERIOR NOTE 2 TABLES 1-3 1-3 I JAMB DETAIL'G?', SHEET 18; INS T.nLLATION DETAILS 'GW &'Ge, SHEETS 12 & 13 J— — 90° SILL DETAIL'D', SHEET 18; INSTALLATION DETAILS EXAMPLE: 90° INSIDE CORNER, 4 PANELS-)(X/XX 'Dv/ &'Dc', SHEETS 12 & 13 #10 X 1-1/2" PH SMS PANEL CORNER DETAIL FRAME CORNER DETAIL SILICONE HERS DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT-10.125• PANEL HEIGHT = DOOR UNIT HEIGHT-1.866" #8 X 1" PH SMS PRODUCCREWWO m coapyt�K wh! Iles FlatYla Iw,,.Sn; Cak recE seaNa1L-aszri.a3 E.pndu o.rc s lsa. 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. 10797ECNNOLOGYMNE N. VENICe FL 34275 /941M88.1888 SERIES 670 ALUM. SGD - LIG-F ---------sa� CERT. OFAu1N. F2RM ' SOD-670 IVTS 15 d 22 16 r, ILE ELEVATION MPACT mr A. LYNN MILLER P.E. PGTO128 B P.E.# 58705 CONFI G. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SHEET 15 M% SHEF,T 19 OPERABLE JAMB DETAIL'G3', SHEET 18; INSTALLATION DETAILS'Gw' &'Ge, SHEETS 12 & 13 /FIXED JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL'A', SHEET HEADER DETAIL'A', SHEET 18; SHEET 18; INSTALLATION DETAILS'L1' & 18; INSTALLATION DETAILS'''���777777 INSTALLATION DETAILS'AvW &'Ac', DETAILS'Gw' &'Ge, L2, SHEET 19 'Aw' &'Ac', SHEETS 12 & 113 SHEETS 12 & 13 SHEETS 12 & 13 i 90' PANEL PANEL PANEL PANEL r, TYPE TYPE TYPE TYPE R' 'L' 'D' 'A' MAX. PANEL UNIT HEIGHT SILL DETAIL PER WIDTH TYP. -D', SHEET MAX. PER SEE TABLES 18; DLO TABLES 13 NOTE 2, - 13 INSTALL HEIGHT SHEET 15 ~ DETAILS a X : _. 4SHEE a 11 & 13 ✓� MAX UNIT WIDTH —�+ I� -. PE PANEL PANEL TYPE TYPE A, as, NOM. MAX. / PANEL WIDTH TYP. DLO PER HEIGHT TABLES 1-3 X MAX. DLO WIDTH TYP. PANEL EXTEI TYPE K, MAX. UNIT HEIGHT PER SEE TABLES NOTE 2, 1-3 -IEET 15 X1 PANEL CORNER SILL DETAIL'D', SHEET 18; MAX. UNIT WIDTH --� CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS DETAILS SHEET 15 2-TRACK 'DW &'Dc', SHEETS 12 & 13 EXAMPLE: 90' OUTSIDE CORNER - X J)O((2-TRACK) JAMB DETAIL '11', SHEET 18; ASTRAGAL DETAILS'L1' & INTERLOCK DETAIL'M', SHEET 19 INSTALLATION DETAILS'Iw & 1 L2, SHEET 19� 1 INTERLOCK DETAIL'M', SHEET 19 - le, SHEETS 12 & 13� u HEADER DETAIL � 1 � ar J� AMP, DETAIL'H2', SHEET P-HOOK DETAIL'J' & W, SfiEET B', SHEET 18; 18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'JW, INSTALLATION JAMB DETAIL '12', SHEET 18; INSTALLATION DETAILS'BW &'Bc', DETAILS'I%&'Ic', SHEETS 12 & 13 'Hw' &'Hc', SHEETS 12 & 13 'Jc','Kw' &'Kc', SHEET 14 SHEETS 12 & 13 7-..._ ....-- N MA) HE F TA Fes— MAX. UNII WlUlti --- PANEL PANEL PANEL PANEL TYPE 'TYPE TYPE TYPE j M. 'F; I UNIT ' NOM, w O . ER T I / / PANEL WI DTH TYP. Q a 3LES MAX. / SEE PER I -3 DLO NOTE 2, TABLES 1-3 a HEIGHT SHEET 15 y I 0 X X X EXAMPLE: OXXXp SILL DETAIL'E', SHEET 18;� (3-TRACK, RIGHT POCKET) INSTALLATION DETAILS Ew' &'Ec', SHEETS 12 & 13 1070 TECH, N. VEN= CERT. OFAUTH. 42 M r+--- MAX. U IT W IDTH PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE M' 'F' F P MA NOM. UN PANEL -NEIC WIDTH TYP. PE SEE MAX. PER TABI. --NOTE 2, DLO TABLES 1-3 1 SHEET 15 HEIGHT �x x� x�i o jj t: T. HT t ES JAMB DETAIL'G3% SHEET 18; INSTALLATION DETAILS 'Gw' &'Gc'. SHEETS 12 & 13 INTERIOR INTERLOCK DETAIL M', SHEET 19 90° OUTSIDE CORNER DETAIL'N1', SHEET 19 & CORNER ANCHORAGE SHEET 11 INTERIOR EXTERIOR NOM.9ANEL WIDTH T'I? ' PER TABLES, 1-3 MAX. UNIT WIDTH HEADER DETAIL'C', SHEET 18; INSTALLATION DETAILS 'CIM &'Cc', SHEETS 12 & 13 EXAMPLE: XXXO SILL DETAIL'F', SHEET 18; (4-TRACK, BY-PASS) INSTALLATION DETAILS Fw & 7d, SHEETS 12 & 13 EXAMPLE ELEVATIONS SERIES 670 ALUM. SGD - NON -IMPACT sme, sit a..enra e w.-uo NTS 16 M 22 POT0128 0--pbie8 with the F7orldo 6.w.gc4& Amtvi-. No I [-d9 z9 3 Eilwrnia iz.t�� lc 6 �Itb :4r A. LYNIJ MILLER, P.E- P.E.# 58705 _ PANEL'S RIGHT STILE TYPE PANEL SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL BOXUTASTRAGAL ASTRAGAL BOX IN INT CORNER 9O LOCI(STILE 90 LOCKSTILE 90 RECE VER 90 RECE CORNER EXT CORNER 90 RECEIVER I RECEIVER NTCORNER 135 RECEIVER TYPES INTERLOCK OUT INTERLOCK IN STILE W/ HANDLE BOX OUT BOX IN W/HANDLE WI HANDLE W/HANDLE W/HANDLE W/HANDLE WI HANDLE #118 #118 WI HANDLE #31 W/HANDLE 431 SINGLE INTERLOCK F PP K L TR TQ TC TA TV TW s (BOXDI/n SINGLE B E P A C C 1C SQ SC SA SV SW INTERLOCK IN FIXED RR R S FD C F FV FW STILE LOCKSTILE `. W/HANDLE * D A j�/� /I / J /eaxanJ J (60X00 Uj ASTRAGAL' our aANEVNOTES:'- }6.X ` . -W! HANDLE:''' `R'. . ^`."(BOxrnirj` / _ _ _ _ .': . a, , `. 4;`S 5=' " 1. SEE.:DP TABLES 1-3, SHEETS 6-8 FOR PANEL ASTRAGAL BOX IN / A/ I • SIZES &DESIGN PRESSURE. LEFT Q INTERIOR RIGHT 2. PANEL TYPES NOT SHOWN OR CROSSED OFF - W � W/ HANDLE tearrrn PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS �L EXTERIOR AND, ARE NOT AVAILABLE. ASTRAGAL T / I U F STILE STILE HEAVY-DUTY STILES U) BOX OUT F 3. 90° ASTRAGALS TO USE F— ( AND EITHER CORNER RECEIVER INTERIOR PANEL "E" SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR EXTERIOR (#119) OR INTERIOR (#120) CORNER ASTRAGAL T I � L L BOX IN • taoxu,9 `' leaxevl APPLICABLE STILE/ASTRAGAL REQUIREMENTS. ASTRAGALS. J 4. 135° ASTRAGALS TO USE HEAVY-DUTY STILES INT CORNER 9D LDCKSER RT I Cl (#61) AND CORNER ADDON (#31). J Ll! W/ HANDLE #12p SILL RISERS OPTIONS 232" —' I 232" �11`_ EXTCORNER Z (L �' 90 LOCKSTILE -- Wl HANDLE #f1g QT QS ,232• EXTERIOR EXTERIOR � .062" EXTERIOR ��jl���---+-. 232" EXTERIOR .067 4.055'90 �� 1�1 a •062"305- VRODUCfREVISED EXT CORNER i161 RECEIVER CT CS WIHANDLE 7"2555" N— 1 n WII►Iie Flod& U3. °R Gde INT CO g0RECEIVER AT AS DF 062" - Wes' AtteO�n No •In/ dam(, 7� d3 FsMrytlaa 4/e h /v W/ HANDLE 1 9XT CORNER 8 a-�' /'� r./ 1_ "' 18, SILL RISER FLAT' 20 SILL -RISER. FLAT SILL RISER, FLAT 24 SILL RISER. FLAT FLUSH, 1-1 /2" O LOW, 2=1/2" O MEDIUM, 3-1/4- OHIGH, 4° .1deAr QO.RECEIVER I 35 CORNER #31 135 RECEIVER W/HANDLE #61 VT VV VF 750" EXTERIOR EXTERIOR EXTERIORS 750" EXTERIOR .062" `,tJ, ,906" `,LJ,, _ a '�2" 4.055' " V •0� 3.305" ' IN T CORNER #31 35 RECEIVER ' w V V ` W^ J WF W/ HANDLE #87 .0: 2.555' 'ter A v� ' U r� t9° SILL RISER, BOX 23 SILL RISER, BOX 25 SILL RISER, BOX SILL RISER, BOXI' 21 LOW, 2-1/2° MEDIUM, 3-114° HIGH, 4" '�•'-'% NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS 6-8 197D7ECHMOLocroRn� (94116W CERT.OFAUTN.,f29299 N - PANEL TYPES A. LYNN'MILLER P.E. PEA 58705 SERIES 670 ALUM. SGD - NON -IMPACT s.+maver s� S. NTS 17 a 22 °*"^o"° PGT0128 B �+++er• JR u.ee 0?/20/14 rJrsm odr - ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 14 106 OF JAMB v .. . 5 G3 60 OR 61 G1 6o OR 61 2-TRACK JAMB 2-TRACK JAMB (SHOWN WI 6- LONG CLIP #105 toy @ W1 RETAINER #106 OPERABLE 113 MI (SHOWN WITH PANEL) 5 FIXED PANEL TO EXTERIOR 103 113 755 8 1oi11 THE INTERIOR) EXTERIOR 14 15 112 123 FULL LENGTH G?� _ 4p 910 X 3!4^ OF JAMB 2-TRACK JAMB - _ 2-TRACK JAMB SMS,X3'_. - - 51 52' _ _ CLIP' F #". �b W/ SCREEN 6" LONG h W1 RETAINER #123 '^•? % ri" SHOWN WITH MID PAN 80 FIXED PANEL TO J-L60 OR 61 THE EXTERIOR) 53 EXTERIOR l EXTERIOR IV — 106 FULL PANEL JAMB LENGTH 60 OR 61 105 LOCK PART 75 8 107-110 17 0 OR61 16 5 5 SEE DETAIL G1 FOR FIXED PANEL CLIP LOCK PART IF 80 75 8 107.110 SEE DETAIL G2 103 FOR FIXED PANEL CLIP 5 103 6D OR 61 5 16 17 60 OR 61 fLEX7ERr— ERIOR ` ; _EXTERIOR ,EXTERIOR w/ 3=- R CWJAMB �3-TRACK JAMB 4=TRACK JAMB' ' 4-TRACK JAMB H7 (SHOWN WITH H2 (SHOWN WITH n (SHOWN WITH 12 (SHOWN WITH OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL) THE EXTERIOR) THE INTERIOR) EXTERIOR EXrERIOR 53 a_ Ex IEKIOR `/ a SHOWN WITH 2-TRACK W/SCREEN �FRAMEHEAD 3-TRACK 4-TRACK MAX. �FRAMEHEAD UNIT PRODUCF REVISED OPT.SCREEN C FRAME HEAD HEIGHT PER--pwa-itkowmew TRACK i TABLES 13 h.-dinx Cad. AcctMmce No Id-O'.1(Z .O3 EaPir.li�n a:Zo 6969 ®rmli 0—F EXTERIORAmrK 72 0R 73 0�1 a 72 OR 73EXTERIOR72 OIr„ li�l IrM„ a fTRnll (rD�ln EXTE G IkEh2-TRACKW/SCREEN 3-TRACK FRAME SILL E FRAME SILL ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 13, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILE. N. VEMCF, F134275 (N I"80.1600 CERT. OFAUTN. 029296 4-TRACK F FRAME SILL >ERIES 670 ALUM. SGD - NON -IMPACT �'.umt sat snee m..ma�n SGD-670 NTS 1 18 d 22 PG70128 A. LYNN MILLER, P.E. RE 58705 5.069" 8.562" �j 1.36" yl 1.36" 4 71.872" 0 1.211" 1.505" o.oa1^ 1.o1s^ o.osz^ 0.081" 0.081" O2-TRACK HEAD to 4-TRACK SILL SCREEN J ao S (6063-T6 AL) (6063-T6 AL) TILE 6.198" (6063-T6 AL) 6.198" � 6.526" 5.069" 0.080" -� 1.045" 1.211" 1.505" 1 1.993" 0.062" 0.081" O2-TRACK HEAD W/ SCREEN TRACK ( 3-TRACK SILL J' L (6063-T6 AL) (6063-T6 AL) 1 c 1a 2-TRACK JAMB OSCREEN TOP RAIL - = _ _ (6063-T6 AL) (6063-TR AL) ... 2-TRACK JAMB W/� SCREEN TRACK I 0.080" -j (6063-T6 AL) 1.36" T7Fm1.505" 10.875" 1.211" + 1.36" L _f. 1.993" 0.081" L 0.062" O3 3-TRACK HEAD O8 2-TRACK SILL W! SCREEN TRACK 0.081" (6063-T6 AL) (6063-T6 AL)= I SCREEN 48 BOTTOM RAIL (6063-T6 AL) . 9.142° 4.49" 0.081" 0.080" c 1.211" 1.505" G 0.081" Oa 4-TRACK HEAD OT 2-TRACK SILL c (6063-T6 AL) (6063 T6 AL) 1,514" 1.260" 0.060" OFRAME HEAD/JAMB SCREEN ADD -ON (6063-T6 AL) SEE SHEET 17 FOR SILL RISERS. 0.062" 0.532" 1.516" SFRAME SILL SCREEN 12 ADD -ON (6063-T6 AL) REQUIRES MIN. #10 SMS OR 3116° MASONRY ANCHORS @ 24" MAX. O.C. 0.060" 0.760"" I ?1.990=.=m FRAME SILL SCREEN Q3 END ADD -ON (6063-T6 AL) REQUIRES MIN. #10 SMS OR 3/16" MASONRY ANCHORS @ 24" MAX. O.C. 1070TECHNOLOOYI N. VENICE, FL 34275 CERT. OFAUT14.029T95 7.105" is 3-TRACKJAMB (6063-T6 AL) t7 4-TRACK JAMB (6063-T6 AL) SERIES 670 ALUM. SGD - NON -IMPACT sco-s7o NTS 21 122 PGT0128 /RODU[f REYI6E0 u nrplyia; wnY fir FbeLH 0.718" *080 " IFS- 2.304' �i 3.802" 2'0.574"1.163'L0.885" 0.062" 0.796"III 0.062" 0.264' � 0.233° 0.062" 0.075" OFRAME SILL P-HOOK MOUNTING P-HOOK SCREW - 11 2a P 063-T z9 zs 3o P 063-T FOR BOX RISER SCREW COVER TRACK ADAPTOR COVER 0.080' (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) .016" 2.44 -� '3P -1.35' CORNER'-i` ` (6063-T6 AL) 4" 4" 1.488' 0.062" LIE 1.600 1.600 .080" 1.870" 13.1257 135" FIXED MOUNT'„ fat 'sdc; ' `. .�"STANDARD STILE ^HEAVY DUTY�STILE (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) i3.979" I' 0.075" 1.645" 0.125"" 67 STANDARD ASTRAGAL (6063-T6 AL) jam-- 4A25" -�{ 1.644° 5„ 0.062" 1.30 0.281" ----1 1-F� 325" 6a HEAVY DUTY ASTRAGAL (6063-T6 AL) 1.003" T 0.050" 0.080A FIXED 105 PANEL CLIP 0.709' (6063-T6 AL) .550" �-1 0.863 0.709" 123 FIXED PANEL RETAINER, 7/8" 0.080" (6063-T6 AL) FIXED PANEL 10a RETAINER, 9116" (6063-76 AL) 99 TOP/BOTTOM RAIL (6063-T6 AL) 1.739" �( 0.062" 1.888" I i� 62 INTERLOCK. .ADAPTER- -- (6063-T6 AL) 1.050" al:�7 1 J(�� .2 .611" � 045" J ,045"GLAZNG 1.050" .849' 79 B 4E DI (I G.) (6063-T6 AL) 80 BEAD, FLIIX�EID PANEL CLIP (6063-T6 AL) aG1LAZ NG4" BEAD (6063-T6 AL) 1.03" 4" � 5.621" 1� _ I r 2.8i 3" 0.133" 1.498" 0.133" j 1.498" 0.080" 4" 5.621" 2826„ 120 90" INSIDE CORNER ASTRAGAL 119 90" OUTSIDE CORNER ASTRAGAL (6063-T6 AL) 119 90' INSIDE/OUTSIDE (6063-T6 AL) CORNER RECEIVER (6063-T6 AL) 40707EC0XL0GYDRIVEI � EXTRUSIONS N. VENICE, FL 34275 >� I SERIES 670 ALUM. SGO - NON -IMPACT I CER7.CFAM.929295 I Jy' I scas7o I NTS 1 22 w 22 1 PGTO128 1.303" D11 0.325° 0.062' f INTEkL DC K 65 SCREW COVER. (6063-T6 AL) PRODUCf REVISBO =s=rM ft Florida