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HomeMy WebLinkAboutPRODUCT APPROVALFlorida Building bode Online-.'' ` -- Page 1 of 3 aR i fi -0 r � r BUS dame j Log In { Userli,lsteban i Hot Taple, j Submit Surcharge i Stats&Fads Pn.Ilaaans FBC Staff •I BUS Site Map miss Search { F:010@ d b ;5� Product Approtal � s. USER: Publl[User RECEIVED vrcaurt nnomnal nenu>Paidyl[tyC p0''.ation 211> I'a iisr>aP It on Detail APR 0 4 2918 FL # FL251-R29 Application Type Revision ST, 61 C eW rItrr Permitting Code Version 2017 Application Slates Approved •Approved DERR. Appre. c br DBPR shall be reviewed and i tihed by tN.. POC and/ort Cammission if nacr. Wry. , -- Archived Product Manufacturaer L�- eAtltlress7Poone/Em'i yDrveoF3x5,10 ' ordho 22318 a- strlescom Authpdzed Signature lens R°sowski )rosowsklOpgtindustries.rom Technical Representative Jens Rosowski Address/Phone/Emall 1070 Technology Drive ° Nokomis, FL 34275 (041)'c86-0100 Ext 21140 • Jrosowski(Ppgbndustries.con: Quality Assurance Representni Address/Phone/Emall V Category CE,starior Doors Subcategory liding Exterior Door Assemb es Compliance Method eNflcation Mark or Listing CerTflotion Agency Validated By Miami -Dade BCCO - CER Miami -Dade BUD - VAL Referenced Standard and Year&f Standard) �gndare •' TAS 201, 202, 203 Equivalence or Product Standard: Certified By Product Approval Method i Method 1 Option A 11 ts! i Ij ouRNNED BY ;t Lucie County Year 1994 Date Submitted 11/28/2017 ' Date Validated • 12/20/2017 Date pending FBC Approval,,;. . Date Approved 12/25/2017 1 rvko. http://,,yalww.floridab,uilding.org/pr/�.._app_dtl.aspx?param=wGEVXQ�,, DgsEt2PTand5bm... 3/27/2018 a� � 4., �., 4s ��4 af%irt .S:: 3',. "•�-•�, .. , •��F. - w: 4 � � �- � � a:i .. � �. cx v- Florida Building Code Online r Page 2 of 3 summaryof Products FL V Model, Number or Name Description - 251.1 I JSGD - 670 (Non -Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In VHZ: Yes - R Approved for use outs 'HVHZ: Yes Quality As nce act Expir Ion Date Impact Resistant: No 04/07/ 20 Design Pressure: IN •' Installation Instructions Other: Please see Miami -,Dade County Notice of Acceptance (NOA) f r FL251 R29 11 17042009.otlf product performance information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER ':.size, and spacing Information. Created by Indepdndent Third Party: ation Reports Creat e ende 251.2 ISGD - 670HP Non -Impact) _ Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL251 R29 C C-AC. i7042010.ndf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Data Impact Resistant: No 03/241202D j Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance INCA) for FL251 R29 11 17042010.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. ,07 - Created by Independent TDIM Party: _ 251.3 SGD'- 680 (Non-Impad) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL25I R29 C CAC'-1704201: otl/ Approved for use outslAe NVMZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No - 03/1812019 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dada County Notice of Acceptance (NOA) for FL251 R29 11 17 4201E df product performance Information, anchorage detans, and anchor type, Verified By: Miami -Dade BCCO - CER j size, and spacing Information' Created by Independent Third Patty: Evaluation Reports ' Created by Independent Third Parry: 251.4 _':' SGb_- ]]0 (large Missile Impact) ~ WlnGuard Aluminum Sliding Glass Door Limits of Use t Certification Agency�Certlficate Approved for use In HVHZ: Yes FL251 R29 C CAC 17042012odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Data Impact Resistant: Yes OZ/12/2020 Design Pressure: N/A Installation Instructions Other: Please see Mlaini-bade county Notice of Acceptance (NOA) for FL]51 R29 11 1r042012.0f product performance Idfdtmationr anchorage details, and anchor type, Verified By: Miani-Dade BCCO - CER size, and spacing Informaton. Created by IndeKaddent Third Party: Evaluation Reports ' nl Created by Indep0h8ent Third Pa ! 251.5 SGD - ]]OHP Large Missile Impact WrGuard Aluminum Sliding Glass Door Limits of use Certification Agency Certificate Approved for use In HVHZ:,Yes FL251 R29 C CAC '17042013.mdf Approved for use outside N':HZ: Yes Quality Assurance Contract Expiration Data Impact Resistant: Yes 03/24/2020 Design Pressure: N/A Installation Insltuctions I Other: Please see Miami -babe County Notice of Acceptance (NOA) for FL251 R29 11 17g42013.odf product performance Inforrfiailod, anchorage details, and anchor type, Verified By: Mlann-Dade BCCO - CER size, and spacing informatod: Created by Independent Third Parry: Evaluation Reports Created Dy independent Thml Pa - 251.6 - $Gb- 770HP (Small Missile Impact) WlnGuard Aluminum Sliding Glass Door Limits Of Use -• Certification Agency Certificate ii'r' _ Approved for use in rYH1: Yes FL251 R29 C QAC 17042014:odf Approved for use Otilab HVHZ: Yes Quality Assurance Contract Expiration Data Impact Resistant: Yes 03/24/2020 Design Pressure: N/A - Installation Instructions Other: Please see Mlaml-b,lae County Notice of Acceptance (NOA) for FL51 R29 11 17042014.odf product performance inferniationi anchorage details, and anchor type, Verified By: MILMi-Dade BCCO - CER 'size, and spacing information. Created by lndepebbent Third Party: • i Evaluation Report9 - Created by Independent Third Party: 251.] . SGD - 780 (Im act) WaGuard Aluminum -Sliding Glass Door Limits of Use ( Certification Agency Certificate FL251 R29 C CAE 17042004 odf Approved for use In HVHZi Yes Approved for use outside HVkZ: Yes Quality Assurance Contract Expiration Date ' Impact Resistant: Yes 08/02/2022 Design Pressure: N/A - . Installation Instructions Other: Please see Mlami badE County Notice of Acceptance (NOA) for FL251 R29 11 17642004odf product performance Informatlodl anchorage details, and anchor type, Verified By: MembDade BCCO - CER I size, and spacing informad6v. Created by Indeppndent Third Party: Evaluation Reports _ Created by Independent Third Party: 1251.8 SGO-2500 Non -Impact) -. Aluminum Sliding Glass Door Limits of Use - - Certification Agency Certificate Approved for use Id HVA,Y6, FL251 R29 C CAC 17042005. odf Approved for use outslila kVkx: Yes Quality Assurance Contract Expiration Date Impact Resistant: No' 05/22/2018 Design Pressure: N/P.• Other: Please see Mlami-bsda County Notice of Acceptance (NOA) for Installation Instructions FL251 R29 It 171,32005.al product performance In(d� Atledl anchorage details, and anchor type, Verified By: MlaFni-Dade BCCO - CER size, and spacing information: Created by Independent Third Party: Evaluation Reports Created by Indepehdent Third Party: 251.9 _.. SGD-5470 Non-Impatt) Vlnyl Sliding Glass Door j Limits of Use ICertification Agency Certificate Approved for us. In HvhitlYes FL252 R29 C CAC A704�007,pjf Approved for use outa,16 Nv4Z: Yes Quality Assur ncd Contract Expiration Date Impact Resistant: No 04/21/2021 s� t http://www.floridabuilding.org/pr/p,�app_dtl.aspx?param=wGEVXQv,tDgsEt2PTand5bm... 3/27/2018 Florida Building Code Online: =t Page 3 of 3 n Design Pressure: N/A L j, ! I Installation Instructlons Other: Please see Miami -Dade County Notice of Acceptance (NOA) for FL251 R29 11 17042002.odf product performance Information, anchorage details, and anchor type, Verified By: Miami -Dade SCCO - CER also, and spacng Information. Created by Independent Third Party: Evaluation Reports ii - ♦5GD-540 Createtl by Independent Third Party: 251.10 (Large Missile Impact) Vinyl Sliding Glass Ddbr Limits of Use j Yi:,.II I'. Certification Agency Certificate Approved for use In "Hi, yes FL251 R29 C CAC 17042006.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/14/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance (NOA) for FL251 R29 It 17042006.mdr product performance Information, anchorage details, and anchor type, Verified By: Mlaml-Dade BCCO - CER size, and spacing infprma[ipn. Created by Independent Third Party: (fie 'A Evaluation Reports ( - Created by Independent Third Party: '.. 9ll s: e D • Contact 1L{ :: 2601 flat Slone 0.odtl. TallaM1assre FL 32Jo4 ,+� a 950-4BJ-1934 • The State of next, is an,AA/EED employer. Coovrioht 2007-2013 State of Florida.:: Privvicv 5-11teTenr :: Pccessibinty Statement .. Refund statement Under Floridahisability. law, email addresses are public byrecords.phon if you tr rat want your ¢-mall addressany releasetl An pease co to a 850.4 re"M5 re4uesu tip not send , lectmalc 455.275 mail to rhb ntes, teal, "'tact the office by phone or by traditional mall. if you have any must pmv;dd'ue De "maa t with a email ♦pursuant to seeder, one. The (ra provisWmtayem ad'f DR4Mr 1,mmu II"'segth the order Howevrrem Fs.mustesarepitie Departmentwithantmalltosupaddress if they haveone.The ¢mails provide maybeusedfdr'aRlclal email address with the licensee. HoweveremailaddressesaretermieItyouTic record. If am donotwish er suppler personal address, please previtle the DepaKmefitivl:h an email address wM1itll can be made available ro the public. To determine If you are a licensee under Chapter 455, F.S., please Kick lss. Product Approval Accepts: ` Credit Card Sale 1 l f •, f1' http://www.floridabuilding.orWpr/pr_app_dtl.aspx?paratn=wGEVXQwtDgsEt2PTand5bm... 3/27/2018 ' � � 1 '{ • _ APPROVAL DO UME. through 22 of 22, prep d Miller, P.E., bearing the M and expiration date by the MISSILE IMPACT RA MIAM1.DADE MIAMi-DARE COUNTY c PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMLNISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) vmv.miamidade.gov/economy PGT Industries, Inc. 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: ,r . This NOA is being issued under the applicable rules and regulations goveming 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 -Bade County Product Control Section (In Miami Dade County) and/or the AHD (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,t�'e expense of such testing and the AHD may immediately revoke, modify, or suspend the use of such product or, material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the a licable.building code. This product is approv as es em e ' e , and has been designed to comply with the Florida Building Code, including the High J�ocity Hurricane ne. DESCRIPTION: Wries "SGD-67V .a .a Sliding Glass Doors w/ 901 & 135' corners -NI PGTO128 Rev C, titled "Series 670 Alum SGD-Nan-Impaef', sheets 1. dated 02-02-14 and last revised on 04/18/17, signed and sealed by Lynn r Product Control Revision stamp with. the Notice of Acceptance number Ity Product Control Section. poved'Hurricane Protection devices,'complying w/ FBC, as applicable are required. Limitations: 1. Max eight (8) panels configuration`66t is allowed, having max nominal panel size not to exceed tested height & width per tables I thru 3. See sheets;T, 7 and 8 for Design Pressures (DP), glass types, Sill type for Positive DP limits, applicable Standard or Heavibuty parts and anchorage requirements. !,See Typ. Installation in sheet 10 for straight configured units, sheet 11 foi dbmer units and sheet 14 for pocketed units. Pockets & Egress requirements to be reviewed by Building official. I u. .; - )c c. LABELING: Each unit shall bear a pefrnanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade Cour ty-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 charge in the applicable building code negatively affecting the performance of this prodaeb. TERMINATION of this NOA will cccnr.-'.after the expiration date -or if there has.ileen a revision or change in the materials, use, and/or manufacture of the,pzoduct or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOk'Failure to comply with any section of this NOA shall be cause for termina1i'6n'and removal of NOA. ADVERTISEMENT: The NOA nun bd: preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in a yeiti3ing literature. If any portion of the NOA is displayed, then it shall be done in its entirety. ' c' 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, slle at the request of the Building Official. This NOA revises NOA # 16-0629.03'i6id'consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. t"-,1 4 Bti The submitted documentation was reviedediby Ishaq I. Chanda, P.E. t, NOA No. 17 0420.0 MIAMI. DADE COUNTY ih, NEWExpiration Date: April , 2020 tit • 1 Approval Date: October 12, Ol • 02`1� 1a ' Page PGT Industries, Inc. NOTICE OF ACCEPTANCE_:. EVIDENCE SUBMITTED 1. Evidence submitted urideX previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files See below) 2. Drawing No. PGT0128 Rev B, titled "Series 670 Alum SGD-Non-Impact", sheets 1 thru 22 of 22, prepared by mauufacmrer, dated 02-02-14 and last revised on 06/08/16, signed and sealed by Lynn Miller, P.E. J: B. TESTS 1. REF Test report.on 1.) Uniform Static Air Pressure Test,aer FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3)jqycIic 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 ,,Duiaseal 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)i4ir 3nfiltration.Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 2.02-94, 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 i`lb(s) FTL-5979, FTL-5980, FTL- 5994, FTL-6002, FTL-60349& FTL-6035, dated 08/10/09, all sired & sealed by Julio Gonzales, P.E. (All above test repoitsts} bmitted under files # 14-0123.11, 411-1018.17/#09-0826.13) 2. Reference Test reportis on 1) Air Infiltration Test, per FBCtTAS 202-94 r 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 7, 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 l ` 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced EntryTest, per FBC 2411.3.2.1 (b) and TAS 202-94 Along w/ marked -up draidtrigs and installation diagram of Aluminum Sliding Glass Doors, prepared by Fenestration Testing'I bofatory, Inc., Test Reports NoFTL-7554, dated 11/01/13, signed & sealed by Marlin D. Brinson;'P.E (This file has addendum letter dated 08/14/14 & marked -up drawings dated 08/19/14 &VAsed interior astragal marked -up Isl.3gs dated 11-11-13, all issued by Fenestration Testing 3. Additional REF supp'ortiirg test # FTL 5254, FTL 5980, FTL 5987 and AT172138.01-401-18. 4. Additional, Referenc&Fized window test report FTL-7897 (cardinal spacer) per TAS 201, 202 & 203-94, issued by Fenestration Testing lab (Test report subriiitted under file #15-0430.08). C. CALCULATIONS (submitted under file #14-0123.11) 1. Anchor verification"aild comparative analysis dated 03/18/14, 06/25/14 and last revised on 01/30/15, sheets 1 thrq-67, prepared by PGT, signed and sealed by Lynn Miller, P. E. 2. Glazing complies with?ASTME-1300-02, -04 & -09. 1 SG.4G I L�s tY'I .;; ,: 21 P t c shaq I. Chanda, P.E. Product Control Examiner NOA No.17-0426.09 Expiration Date: April 07, 2020 ctt'fl Approval Date: October 12, 2017 f' ,`e t � . r ' �. � — .. ^ ... .� � S •.� .. - . •1 ' .- _ t .. 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`n 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 ft 15`1013.14, expiring April 07, 2020. 11 2. Test proposal # 16-0125 dated 03/09/16 approved by RER. i 3. AAMA's Technical Paper 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) 69-0177, 0177-A, B & C approved by BCCO. 2. New Evidence submitto, i A. DRAWINGS E 1. Drawing No. PGTQ12$ Liev C, titled "Series 670 Alum SGD-Non-Impact", sheets 1 through 22 of 22, prepared by mt ri Eeturer, dated 02-02-14 and last revised on 04/18/17, signed and sealed by Lynn Miller, P.E. B. TESTS 1. None. - F C. CALCULATIONS . 1. Anchor verification calci:iations and structural analysis dated;04/18/17 and last revised on 08/09/17, complying, with"FBC-217 (0 Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2.: Glazing complies vrith ASTME-1300-02, -04 &-09. D. QUALITY ASSURANCE' V 1. Miami Dade Departtri4it of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS ! ;' 1. Statement letter of conformance to FBC 2014(5 s edition) & FBC 2017(6a' Edition) and letter of no financial'interest ie'' ared b PGT dated 04/18/17 signed and sealed b P P Y gn y Lynn Miller, P.E. G. OTHER 1. This NOA revises NOA A U-0629.03, expiring April 07, 2020. Ishaq L Chanda, P.E. Product Control Examiner 1 NOA No. 17-0420.09 Expiration Date: April 07, 2020 Approval Date: October 12, 2017 E-2 i F ._ m, ii c c.i ,..gyp. :a 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. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 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 644. Y 4) SHUTTERSARE REQUIRED PER FBC REQUI REMENTS, AS APPLICABLE-4 F T t +r ELv r: i• " 5)&STAkEAROflS'CREWS�FRAME SPLICES; FRAM�.{J�U PANEL CORNERS TO BE SEALED WRH`�TI' -. NARROW JOINT SEALANT. 6)REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NONE, ANSI/AF&PA NOS 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 Anchor amp P Mcbar Type Flame uember Gubtlrebi Min. Edge Dlmnce MIn. 0,a oitlancx Fmpadmeni or MaMITNCNe® A YI21B85MS, IF, 80 kai, F„• 95 kai) p12410555MS, (,1. 0k8t F'. 110 kal)' All Swtbem Pim(Ma 0.55) 9/15• 71W i4lir all ANmb. BIB" &18" O.NT AM Steel 31B' 9115• DOSS OL 33 Steel StW VF 9f1P 0.wb5(18 Oa) 1Id' Elco A,re-G 016 F� 57 N,I. r,,-N ke1 All Concrete min. 2.22 ks1 1412" 3' 1-SS Jamb / P4laok Filled Bixk ASW coo) Y 3• 2' Jamb I PJ ck HNlow Bbck ASTM WO 2• 3' 1-114- All S M. Pirc SG - Bee 1" 1• 14S B 912 SNel SMS(Dr. 5) (min.oOtbmadb beyond metal albatmie) All So Afiem R.(SG -0.55) 91184 718" 14W AOB3-T5ANmitbm we, 9118• o(MIT AN Steel 318' 9118• (Low Gr. 3B U..e SIW 318• 9I18' Oars 18Ga 114•Ekm Ut.0 IVD F,-155 Nak F� 177 kal AlI CAMmte(MIM 2.85 M) 1' 4- 1418` Jamb l PJlook HNIow Bbck(ASTM C90) 1• 8• 1-1/4' OA! lf4a Eiie Ut LOIIre k All Conclte(min: 2&5 kill) 2-112". 9' 14T b I Pap k rMed Block (ASW C90 2.112" 1 '.• " OetcRe:S. :Mead/BillCOncrein.].}5kM?ASSE Jamb/PJtooX Canclero min.3.A5kelV •- 141L•=12S4 k•J; F,=1A47 kl JWb I Ft ok ml1 Bbck5wMueul 24w -0- i114" wl seumem Pl<e sG=9.Ss r r lye SUBSTRATE. CURRENT FLORIDA BUILDING CODE, AS APPLICABLE. ANCHOR NOTES 1) FOR CONCRETEICMU SUBSTRATE APPLICATIONS IN MIAMI-DARE COUNTY, USE ONLY 9) TEST REPORTS: FTL-5254, FTL-5979, FTLS980, FTL-5987, FTL-5994, FTL6002, FTL6034. FTL-8035, MIAMI-DADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE FTL-7554 AND ATI 72138G 1-1401-18 DISTANCE AND SUBSTRATE REQUIREMENTS. Glass Type Descdpeon(Listed Dom E)Iedor a Ir lior) M18' TEMPERED GLASS G1A 1 TEMPERED GLASS - ,. 9118' TEMPERED GLASS ♦ 51W AIRSPACE. 3Its-TEMPERED GLASS G2 _ 1'LG.i 114' TEMPERED GUSr IWAM- FACE<1/4• TEMPLRED GLASS DESIGN PRESSURE RATING IMPACTRATING SEE TABLES 1, 2 A 3 ON NOTRATEDFORMISSILE SHEETS 8,1 &8 IMPACT RESISTANCE CO DESISTANDARDSUSED: e2017 FLORIDA BUILDING CODE (MC). M EDITION a2014 FLORIDA BUILDING CODE (MC), 5TH EDITION -ASTM EIMM9 .ANSVW&PA NUS-2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, AOM-2015 •AISI SIDb12 .NSCMD-10 — JR 94BYf7 C OPDATEDTOFBCXf7,REMTAB[ Sf,2,D&A GENERAL NOTES ............. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A, THIS SHE[ 3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-112-THICK PROPERLY SECURED, IX 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 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 - -i FECCRD &10 BE RcVIEWFO'ul:.14,;UILDING CFFI ICIAL.. GLAZING DETAILS............ 4,5 ANCHORAGE .................... DESIGN PRESSURES...:... 66 INSTALL DETAILS..............12-14 ELEVATIONS ..................... 16.16 PANEL / SILL TYPES......... 17 CROSS SECTIONS ............ 18,19 PARTS LIST ....................... 20 CFRF.OFAVrILR 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. RLODOC r REVrAo bdgrRkwlk lke F1v1a1 a M CW A<egAv<e N. LT'ON20.OY pF,pSrr4�Y,a�w11<IAIR&,LZ, r71 Ahar— 2w'Tv„a. 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. 30N FELT PAPER OR MASTIC IS REQUIRED -* BETWEEN THE GROUT AND WOOD SUBSTRATE. OR AS APPROVED p BY THE AUTHORITY HAVING JURISDICTION. NTs I f • 22" I +PG)U728 J kpu nnry Na. 38109 '•'p* I .4 %S`rYONAL.... "7Nmlo A. LYNN MILLER P.E RE858705 - - CONFIGURATIONS NOTES: EXAMPLE CONFIGURATIONS 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS - POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX. UNIT WIDTH MAXUNITWIDTH LOCATIONS USING DETAIL'JW,'Jc','KW OR'Kc' INSTALLATION. EXAMPLE: 4-PANEL XXXX IN POCKET(P) CONFIGURATION CAN BE NOM. PANEL WIDTH PXXXXP. PXXXX OR XXXXP. OXXX IN POCKET CONFIGURATION NOM. PANEL WIDTH A. , A CAN BE OXXXp. PER TABLES 1-3 PER TABLES 1-3 —J�f i OF ANY 2 STRAIGHT CONFIGURATIONS. CAN BE ACOMBINATION I �y � OFANY25TRAIGHT CONFIGURATIONS. , 7 MAX. UNIT t 1 ,4 io�o MAX. UNIT /1 / JA 10- 3) FOR NOM. PANEL WIDTH. SEE TABLES I3. HEIGHT t t ice'<3 HEIGHT- ,9 t t4 1�@� a PER TABLES 13 aPER/ U "X' =OPERABLE PANEL, E TABLES I3 �w •0"= INOPERABLE PANEL, ._.., - pauE] i B I vocnEr �nN •P"=POCKET DETAIL LETTER I I1 I J I [fi�..�.=WOORET METAL 1 '1-PANEL J r - 2-PANEL r -- V 'c'=CONCRETE INSTALLATION _CONFIGURATIONS.nCONFIGURATIOP:"o- SHEET NUM DER .^ . • nd�". MAX.UNITWIDT"H �S,r. ,�:r, `ri MAX: UNITWIDTH'� r'-DLO WIDTH= NOM.PANIT WIDTH--10.12Y L'YL� NOM,PANELWIDTH qO DLOHEIEIGGHT =DOOOR UNIT HEIGHT D. 125" NOM. PANEL WIDTH ®©� PANEL HEIGHT DOOR UNIT HEIGHT -1.086' PER TABLES 1 3 PER TABLES 13 _ J , It ,4 t MAX.UNIT MA%. UNIT HEIGHTHEIGHT is ,a i''w PER PER TABLES I3 i3Sw TABLES I3 I @� r 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS t 3 MAX. UNIT WIDTH MAX. UNIT WIDTH NO&L PANEL FS 1-3 I NOM. PANEL TAB WIDTH t ` PERIASLF.S 1-3. �-� ' „•.?EP TABLES 1-3 - ' 6WWiv�Ceh ila lYe {7nItlA / 'opp MAX. UNIT 9EE AN<w..N.1 M u )ea�j / 16 �xi9 HEIGHT / to °� / NOTE E4pl� 0.1 Ao EIGHTY tc t9 1 / I=E °H ms TABLES I-3 PERt s s E`'T. PER TABLES E t9 rc���� J� li<l,L O p„ ., rocrzE)R R , 13 \�QNY LYNIV���� ___ I 1,10EN5 C 13 5-PANEL CONFIGURATIONS CORNER, TYP. No. 58705 - P' '•p i s` a (OUTSIDE CORNER SHOWN, ` INSIDE CORNER SIMILAR) -D t�l. %o' �/F 1 161i+, vEw 1 EXAMPLE CONFIGURATIONS T A q,D4ealeoo ry cmr. CFAUIHlArD! SERIES 670 ALUM. SGD P.. N-HON-IMPACT A�11,SIONAL JR 19a95M) C NO CHANGES MIS SHEET. _ ...ear aw a +'�_ ^'•'<"` .{4H18705 A.E N75 2 • 22 -PGT072B C - P.EA SB]OS I: _'." .. �1—� -fcu_a _ 1 __ ..�.. ._.. �� 1 EXAMPLE CONFIGURATIONS . CONFIGURATIONS NOTES: MAX. TESTED UNIT WIDTH = 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS 355-7/16' @ 96- HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB 300-114' @ 120' HEIGHT LOCATIONS USING DETAIL 'JV.'JC,'Kw OR'Ke INSTALLATION. NOM. PANEL WIDTH t� 3 EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE PER TABLES 1-3 1` _ pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION LaT�aa � m m m m MAX UNIT �m inn m m m t�>Qq iFl iFl iFl iIJ m OR 120. r I I CAN BE OXXXp. Ia t i i 2)SO- &135' CORNER CONFIGURATIONS CAN BEA COMBINATION t a i6211 OF ANY 2 STRAIGHT CONFIGURATIONS. 3)FOR NOM. PANEL WIDTH, SEE TABLES tB. -X- IS6G =OPERABLE PANEL, '0'= INOPERABLE PANEL, 'p-=POCKET ;; �'�';�. 6-PA4EL,CONFIGURA?IONS r -- �- DETAIL LETTER [fix'_= WOOD OR METAL INSTALLATION ~ I '1v11DT4 _ -1MAX. UNITWIDTH „yyr�._ir • STALLATIONJ °c CONCRETE INSTALLATION _ SHEETNUMBER NOM. PANEL WIDTH / PER TABLES 1-3 1 _ I DLO WIDTH =NOM. PANEL WIDTH -T' DLO HEIG14T=DOOR UNIT HEIGHT-10.126' all HEIGHT=DOOR UNIT HEIGHT-1.866' MAX. UNITHEGHT ePANEL PER TABS1-3 PocrcEr i w 11 7-PANEL CONFIGURATIONS 13 I MAX. UNIT WIDTH NOM. PANEL WIDTH l . PFRTARLESI3 ���I •a UNIT ABHT t PERMAX S 1.3 ORIiRMIL YO x VEML awn (v0a4r1cro cERr.OFAUIR am55 Po ET * : �NO. T5}877005� ERIES 670 ALUM. SGD - NON -IMPACT wwaF Prvb A. tVNNiNNIi}), p.E. e3pwo —NTS 3 122 PGTO G P.E.a 5870s.1 s� PGT6%�:. G P.E.058705 . ' �... k ._. _ ._ � I _ J Jr, { .v .� � Y! ...... �. it GLAZING DETAILS (132 & G2A) SILICONE KOTb ELT BUM 1 STRUCTURAL 1' NDM. STRUCTURAL SILICONE POAM 3118'NOM. POLYIBDBUMENT 1/4'NDM WITH 3/16' T GLASS WIT" DESICCANT DESIOCANT I 5M' AIR SPACE E%T. GIA55 En.. GUSS 3/1u' T GLASS 74 UTERICR INT. GIASS IM. GLASS 83 1$4 KODISPACE 1¢s SUPER tz41z 3/4'NOM. 4SG TPS SPA.CER®NXTT° '_GLASS BITE ri re 65 ALUMINUM REINFORCEMENT ppLYl50. DESICCANT FlLLAREA 1" I.G. GLASS, TYPE G2 BUMENE 6/16' NOM. &16'NOM.— S�U- ' BUIYLS SILICONE SEAL DESICCANT FOAM TB STANOGLASS--� ASS F— 1"NOM. +I / "��I"/• :zatn i' .. p."'-�-3/4'NOM. ' GLASS BffE 79 rarzq � M_axiFUOn , T^.7abriai 124 Kommeding 486TPS Spacer System 125 Ouanex Super Spacer nXT with Hot Melt Butyl See this Sheet for 126 Ouanex Dumseal Materials 127 Cardinal Xl Edge Spacer 85 REFERENCETESTREPORTS:1T 8717,896968970 1" I.G. GLASS, TYPE G2A GLAZING NOTES DETAILS lom strBtolOGrwltE �� N verrcgaa4z74 GLAZING T = TEMPERED ry4r1446/4m .x � cmr.oEAmM®e SERIES 670 ALUM. SGD-NON-IMPACT aMNI) L NO CHANGES MSSHEEl. aawr"� ` rrY+e — D•V� s ".. u. - - .orv�• .. e' anoero NTS 5 d ?2 ' PGTUI28 C JR MMY4 tlu uNrr LYNN -A ( i , �.: 1,10.58705 e i I �o Design Pressure (OP) and Anchor-QuantiBes Acquired, (for alapproved con5gulaEons on Sheets 2 & 3) For comaeslmgal mehOmlp on Wo or 135o coreerunis, sea short 11 Tabu apses to al Glass types and 0e SIUs Agogal types shown below. PnAW(+) W may to IinOnd by Table to Door UnB HegM o. &• • 98 /' 741B'. BS/0''DLO T./ ,0 MCIerGmup PncOQGmup Mctn GmuD A 9 C 0 i B IGloup A B C I 0 A B C D A B D Oes'nPlassule +SV.O/-127.1 +800/-120 •900/-1108 +900/-1029 1T HeadlSill G+1 G•1 GH G+1 GH GH U•1 GH UH GH Gat GH GH G+1 GH Gal 21' me dumb P.hank 10 BN 0 8 BN fiN B BN 10 0 B B ]+B h8 T+8 YB 10 I.8 I B 1.B 8 T•B 1.B hB T•8 T+e 1.0 Oesgn Poe. •MD/-1053 40.0/-1002 +90.0/922 •85.3/4t5.3 23' HeadSill G•1 G•1 G.1 GH C4.1 1 G•f I G+1 I G+1 U+1 I GH I G•I IGH N-I CI+1 I Gat I C1+1 37- cto .emb 10 0 B B 10 B B B to a a B 10 8 8 8 Pnank O.TBH NB ]+0 n8 ]+B ]+8 1+0 Des'upmsavm +91)0/929 +87.3/A1.3 +BaO/90 +738/-]3B MeaNSti G+1 G•1 GH GH G•1 G+1 GH G+1 C1.1 CI.1 G+1 HUH GN GH GH dumb f0 8 B 0 10 8 8 0 10 B B f0 9 8 . ✓Plank B+T BN 6N BN ]+0 7+0 ] B T B, .]•B ]•0 T•B T•B • 7• " "Oas nPtass9re^ 8i:]/A7l^ - m.4/-7a1 .I ._-71B/41:8...--n ,A38/d18`: m 3S l.n. HeedSii ,= G 2 G+2 G!2 G 2 G 2 C•2. TA Y 2 G1+2 C,12.0 4 42� 6Lo Jamb 1. _ .. ��ioi+ 18+dB">sBaHs/• e.a Pk +1 -"ans. .n 1in.1 �.r2o/ e1a a-/va88 o :]_ Had15111 • G+ 04+241' G•2 U•2 U•2 G•2 CLO Jsmb 10 e 8 e 10 0 B e. 10 B B B 1 10 8 8 0 PJmOk fiN 8+i BN BH 7+8 T+B 7+8 1+8 AB 1 1+8 1.0 1+B HB ]+B 1•B 7.8 lbsun Pressure +2.5/-72.5 +6T.1/-0LI +610/-01 +511/5/.7 4T' HeffiIsil G+2 G•2 G+2 G•2 CA-2 G•2 1+2 G•2 G+2 G+2 U•2 G+2 G•2 G•2 G.2 G•2 �- DLO ,amb 10 0 8 8 10 8 8 _e 10 8 0 0 10 0 B 8 Plank A 8+1 BH .4 t+0 I.. A A T+B 7.8 h8 1.8 AB ]+B ],0 T.B Lbs-n Pransere 1 +69.1/dJ "- +G 0/44 +57,6/-0LB + e/. u 53' Haetl1sit U•3 G+3 G+2 U.2 G+2 G+2 U-2 G+2 G+2 C.1+2 G•2 G+2 G.2 G+2 CI+2 G•2 CID dumb 10 8 e B 10 0 B B fo e B 0 t0 8 0 8 P 11 B+I 8+1 8N ]+0 ]+B 7+B 1+0 7+e T•a T•0 1+B ]+B 7.0 T+e ]•0 FOR EXAMPLE ON USING IAHLt, See anew 1. DLO WIDTH = NOM. PANEL WIDTH- 7' OLD HEIGHT = DOOR UNIT HEIGHT, 10.125- PANEL HEIGHT= DOOR UNIT HEIGHT - 1.866' Sill Height to III (+) DP (Water Infiltration Rating) Sill Rsar Helght (.)Desyn (FWt or Box, sea Pressure Psi Sheet 17) Flush-1-1/2' see m[e3 OHLENGTH eti_0e -' e 0 OI NOTES: f - •3ag 1- 11) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 4' SILL. ,2) WHEN USING THE 2-1/2' SILL, PUSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 1'3-44' SILL; POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4' SILL, POSITVE II F WATERDP IS 90.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLEJA. ,I- .01g)4 -jelf/4 ANO 2-1,'2' SlU `HEIGIITS'ARE TESTEDFORWATER INFILTRATION WHERBASI THE 1-Irle SILL IS NOT AND MUST ONLY &E USEO WHERE WATER RESISTANCE IS NOl 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. IAA 10 FDR ASSFMRI Y nFTAILS. IMh YVLLUW11Vb aIILC b/.anwn�tL lrrcoomuucuwu......straga ..��.... 6valgneAstragal .-u...... 5"'Astragal Locks0le@ 136'Astragal I Locksdie@ l Win.; n[arlack P-hoop _ Lockshle@ !11iJ.,- a:gulle@ A1enIMV Si 5Yl Astragal �• _ W'Asim el I Heaw-d r slue _ _(, .35-A.tragal !iee•.dutystiie.- J, HeaNduty Stlie `-'Standard Stiles Standard Sidle" 'IS6odard501e'`.` Standard,tJ= .T Standard Stla, Heavy-0lm;5tlle Stantlak Attrdgal Outside Corner.1 l Outside Corner c�{{1UC [1 LJ Corner Inside Corner outside sLN Insitle [0' Part #60 (x2) Part#60 Part#60 Part #60 (Stile) part d6T (Astrgal) Part#60 Part 961(Stile) Part #118 (Comer part #119 (DBL) part p120 (In.) Part 961(Stile) Parts p31&932 Part #61 Receiver) (Corn. & Fxd Mount) I911)401&O cater oP;.um soma SERIES 670 ALUM. SGD - NOh 5 OA -- da - aaga7p NTS 6 e 22 l LYNN"', 4f 1L• No. Sera,.'P P I t• . `iL� I i5 - Deeign PmefuratOp) and Mon., O9antitlel Re4ulud. (for all Wpmved confIgurations on Sheets 2 a 31 FBI 'tyros asmgal ueMm9e on BT m 135• <amerImps,. sM111 WwIMi011e1 N T!Y opplbs k el Clou nw. eM Ba- pp-, yT +DT Iol Ir LBIr^ o0o. Db]' ]3.2'OLO ]o-u•Mo Tie DLO 01-Pe o B./P t011I8-GO u. If4L0' P-Ia(.)up eOwx.PmMy'rade m"n' ArtnN P AI¢MI Iw roomy 1oYo rclrolomp n< rclmlclmB a nmeNEr Tane xA. C- a 0 c O a 9 O o e a e O A e e o A a e O A a e D A e c o A e c O W nPresswe •W.D dw.D . _I!].D +BODn122. .BDa/-naD a9AD/-IDflo + .D -9AD •Iual..' +6&D/ ae 31- jr- me Mad011 Ja G•1 GH G+1 GH ID B B B GN 10 GM CNI 0 e 8•1 G G•1 G+1 fMt ID e 0 G+1 0 G•1 U•1 Gq Gq 10 0 e a G+l fD G•1 G+1 GN 10 10 10 GH G+1 GN +0 10 10 G•1 10 U•1 t0 G•1 1D GN 10 G•1 10 G•t f0 UN CN1 10 10 G•1 10 PM k ]+B l•d TB h0 ]+B ]+0 ]+e Na HB h0 he TB 1.0 ]•e ]•0 ]+B 8+0 B•9 0+9 B+0 M0 e+9 &B &9 B•10 0.10 W1D B•10 B+fO BNO 9+10 9M0 2T Galen Pnvwe MadSll C5+3 •OAO/-IH.O G'•x Ce•+ CB•1 .2so'...6 WN CSN CS•I GSaI •100/d220 r5+1 CS•1 GMt G5+1 W+1 •M0/413B G•1 CNI CS•I W1 +90.0/AOSB WN CS•1 W1 C5+1 +Po.O/d0.1 Ce•+ GS•1 W1 C5+1 +B&0/-BLl G•1 G+1 W+1 +BZB/dLa W+t C6.1 CB•1 U+1 Po, Ro Jane it mk t3 6+9 to d 9 8+9 BM 0.0 tz iD 6 e B+9 0.9 C.B MB 1] t0 B a 0+0 ... ... 8.9 13 e•9 l0 0.9 a e 1.9 84 tx e•B ID B+B ID 0•B l0 &9 Iz B+8 +D to 0.0 8.8 to 8.9 R BHD +D +D Bal(I B+ID tD BNO R tD ID 9.10 9.10 9N0 to 0+10 3P OW Gs19n PnuwO 1bv1'311 W+3 •B0.0Lix39 W12 C5.3 W+1 10 1 e 1 e e+B e+9 0+9 E5+2 Ix B.B +W.O/-1101 CS•3 W+1 W+R +0 e e B.B &9 b0 C92 1x 0+9 •B00/-0OB] CS.x WR 1D 8 B.9 B+9 W.3 B B•B G•2 13 B+B a90.0/-98.5 CS•3 CNI to 8 0.1 B.B W1 B 0.0 CB.1 11 e.9 .9J0/91.1 W1 CS•1 10 10 b0 B.9 CN1 10 e.9 W.1 12 e+9 +053/d49 W1 ID 0+0 W1 10 B19 W.1 f0 0.9 •e0.0/d0.0 E5+1 CS•1 CYt 11 f0 10 B•lo B+10 0+10 C5+1 10 BMD Nd9/d&9 W+1 C5.1 C5.1 13 10 10 9N0 B+iD 9H0 W+1 10 8.10 yme pJmY 13 a+8 Ga nPmuua +900/-Itle .900/IM9 +90.D/JISI 1aL8/-01.9 +01.3/3'fA V!J/dSi N0.0/-]OB +afl5/b&5 IT 3$': pp ".e ReaySn Jmp G+x CB•3 C5+3 W+1 1] LD B 0.11 W.R G•l Ela3 W+R 10 8e C5.3 12 W, '15 •0 -10 W+3 a G5.3 W+R G• 12 10 0 0 G.] GS•R W.R G.x 1l. t0- 1D la Ua2 :13' G•3 W3 G+z 10- to 10 G.3 R W1 W.1 +D 10 f3.+ Its G5+1 1R Wal CNI 10, l0- L!•1 l0- b. a Il .,.pf•nR GalpnP Ib1 ' eK 0 9 B 9 A B !+900/ 1020.' C'nx G.x E0.1 es.z :8+9 6 9 D+F Br91 eU 91d00 - - C5.1 r x L5 z _• 8 9 e 0' 8.9. &B B)3(b]J ] W3 W C: 0•9 1 &9 0K M9 00-0/ 2'- - I:.•; L31R ra x W.R W+2 G x C10 0.9 f3.i ct+x Ft➢ 8+10 1+iD BNO cs2 ce•] cs•x c1.x 9HD Wto eNz Wz W10 M1D G•z C5.1 a -e 12 10 a 9. Yn .10 ,yD' 'm' 'I'll n m .1D: to , +2, 110.10 'tD P. a+B 0.9 b9 0.9 9.9 0•B e.B bB 6.a B.4 tl•0 e+B 0•B 1 9.9 No B.B In ... .. 8.0 e. e•p 8110 1.ID 9.1D W1D 9.10 0.10 GID 9110 �, IT me Gap'PAuwe b.10/d1.0 •T231-]].x `,Pso Ae 1e].e/bAe Notinstiabl01nlhes06U96 .. GN GN G+x G4 G4 G.2 U.R G+R ex.x G+x I Jura 10 8 L 8 l0 6 0 8 to e e a t0 e e e P1vI ]+e To 1.. 7.8 r+a AB ].8 ]+8 r+e 7+8 ]•0 ].fi ]+8 )+B ]•0 ].e 6]• 0.0 GD nPnuw •r9.2/d02 N36/-133 +6&J/-00.0 •WO/�.0 IbY✓BY G+3 G•] G•3 Gq G.] G+3 UN GN CU1 G.3 Jam< l0 6 e e +0 e 0 e +o e e a t0 e 8 a ]•e ne ne T.e r1e r.0 l.e ae .e nB na �--EXAMPLE ON SHEET 9 I nE rvLLvrrllvv ............... ._. Straight Astragal tockswe@ 90°Astragal tockstlle@ 135°Astragal Lockstile@ Interlock P-hook Lorkstrle@lamb Assembly Straight Astragal Assembly Sly Astragal Assembly 135°Astragal HeavydutyStiles Heavy-duty Stle Heavy-duty5tile Heavy-duty5tile Heald-duly5[ile Heavy-duty Stile Heavy-0uty5tile Heavy-duty Stile Heayyduty5tile _ Standard Astragal Outside Corners. Outside Co. Insl Cornee r p- ne Corner IWi�C Corner Carnet I"-`- Patt p61 (e2) Part p61 - - sport d615&" Patt6rsule)61 il( pan B61 '- tiY; -Parpllg (`Diner 1 Pelt «119 (O.tJ Part pl]U (las Part 43 (&#32 earls gal&p32 (!]�LPart q61 scrag Partp67 (Astraga) Receivers (Corn.&Fxd Mount) NOTES: 1)POSMVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 4' SILL. 2) WHEN USING THE 2-112 SILL, POSITIVE WATER DP IS 46.67 PSF MAX WHEN USING THE 3-1/4-SILL, POSITIVE WATER OP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 90.0 PSF MAX INEGATNE PRES. UNCHANGED), SEE TABLE 2A. OH LENGTH I. 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 cn PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR i OI OH RATIO a 1 WATER INFILTRATION. I o 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=OHLENGTH 1 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. OH HEIGHT SEE NOTE raRr. o�,w]]2lms] swam - I-NTS 1 7' a 22' 1 ;. rem c 9e Sill Height to Max. (+) DP (Water Infiltration Rating) Sill Riser Heigh (+)DesgA (Flat or Box, see Pressure, psx Sheet 17) Flush-1-1P7 see not.3 Law -2AIZ +48.67 Medium-3.11e - 0.0 High-4- +g0.0 SEE NOTES 1-3 DLO WIDTH .-NOM. PANEL WIDTH T:'1-' DLO HEIGHT= DOOR UNIT HEIGHT-10.125' PANEL HEIGHT= DOOR UNIT HEIGHT - 1.866' uODUCPREV@� arvly1 vv9Hllsf'lead M.Rve CBOe O A6lplbty No�"ov�• '� ExPueliw DXls�2.p t- (C4- WvY PrvdeBi CeDYd1 IQ t3JW nflq/ 1 ON1 L..I y*" p ; *: No. 58705 : *= .S�ONAi- E� hn lul't A. LYNN MIIl£R PE REASB]0.5 I TARI FAA- I I ,... Design Prescure (DP) and Anchor Quantid30 Required, (for all20proveE configurations an Sheet 2 & 3) For comer a.bapal anrAomBe on 80'. or 135- comer units, see starer 11 Tool. appllea to ell doe. type. end DU Sul./Astm9el I". shown belox Posby Ta)OP maY bO Nmlled by Tebb M. Door- Haight eo I -711W 90' B6' OLO 6, MO M777Anlhar DLO BS]I 0 no, MPhor TYP. n.h.r AncM1or type Ancnor TYPO A6CM10I Type A 8 C D A B C D A B C D A B C I D t]' H.oNsiN "OHG+1 G♦1 G+1 G41 G+1 G+1 G +1 G•1 G+1 G+1 G•1 G+1 G+f G+1 24' DLO Jamb far 0 8 B 10 B 6 6_ 10 8 0 6 10 a 8 8 P400k 7+8 7+8 7+8 7+8 7+8 HB ]+8 NC T+8 Ae AB ]♦0 ]+B 7.8 7+B 7.8 Design pne". +900/-159.5 ♦90.01-150.3 190.0/-13&2 +90.0/-126 H08NSIII De+2 C6+2 CS+2 C5+2 C6+2 C6+2 C5+2 C5+2 C8+2 C5+2 C511 C5+1 G+1 +1 CS+1 C5+1 DLO Jamb 14 12 B 8 14 12 a B 16 12 B 0 14 12 8 8 P400k W10 9+10 9+10 BHD 8+10 8+10 8+10 0+10 8+10 g•10 8+10 9+10 8.10 8+10 9N0 8+1D Oe.fom Press" +90,01-139.4 +90.0/4".9 -90,01-120 ♦Xro/410.6 wed/sul C8+2 +2 C5+2 CS+2 CB+2 C8+2 CS+2 CS•2 Cfi+2 Cn+2 CS+2 C5+2 C9+2 CB♦2 CS C6+2 DLO -,Umb 14 - 12 B a id 12 8_ 8 td 12 8 8 410 Id 12 e B B+1D BNO BNO 9H0 0+"0 !H10 9+10 8+10 9+10 B+iO B+tD B far B+10 0+10 B+10 ' tie 1pePmsswo"-'•+90.0/-f2&6 u -^•.940/ 176' r. +900)f073. - Co.0Ln4p o §§ HaticlUzB_ C5l2 r3♦2 G5+2 C8112CB+2 G 2 CS Z C, z r r ] c- n cSt_r +2 C8+2 c_a 2 C5+2 4P" OZO _+�C0+2 �Janv" 11 t2 B �+ q n1d 12 B B 10 9+1d BHB i8 B 10 L14" 12 I 8 9T10 BND B•10 0 9+10 H Bt10 12 B - 9+W B•10 a a•-ili P4mk 9+10 8+10 9HD 8NO Deago Pras.ua +940/-1f&7 +90.0/408 4W.0/4&2 +W..0/-90 41' lbadesill C6♦3 C8+3 CS♦3 C5+3 CB+3 CH3 C5+2 CS•2 C8+2 G+2 C5+2 C5+2 G+2 C6.2 C5+2 C5+2 48' DLO Jamb 14 12 a B 1d 12 B a 14 12 B B 14 12 B B Pink 8+10 0+f0 BMO y." B•10 BHO 0.1D 6+10 9+10 9+1. 9+10 8+10 B+10 8+113, BHO 0+10 Lbai9n P.... ♦W-83 a77,2/-1I.2' *69.8/dpe ♦62.6/-52B Il IkaN$BI G♦3 G+3 Cd•2 C4+2 G+2 Of+2 C1+2:G+2 G+2 C4.2 C4+2 GI+2 G+2 G+1 "-2 C4+2 �, Oto Jamb 10 B e B 10 8 e 8 10 8 B e 10 0 e 8 P4amk i♦e 7+8 7+s A8 7+0 I.. 1.. i+B 7+e 7+0 7+8 7+8 7+8 7+tl ]+8 7+a carrionPressme +7&21-79.2 +73.3/-I33 •86/d6 +SB/5B e3" 1batlISH G+3 Gf+3 G+3 G+3 C4.3 OH3 G♦3 G+3 G+2 G+2 G+2 G+2 G+2 G+2 G+2 G+2 �„ OLO Jsmb 10 a e a 10 B a B 10 B 0 0 1D 8 B 8 P400k 7+0 Tra 7+8 ]+B 1+0 AB 7+0 i+8 HB Na ]+B ]+B 7+0 7+0 7+8 760 FOR EXAMPLE ON U51NG IABLt, 5tt brit I :. DLO WIDTH = NOM. PANEL WIDTH -7- DLO HEIGHT = DOOR UNIT HEIGHT -10.125' PANEL HEIGHT = DOOR UNIT HEIGHT-1.866- Sill Helghtto Max. (+) DP (Water Infiltration Rating) Sill Riser Haight .(+)Design (Flat or Box, see pressure, its Sheet 17 Rush -1AIT see note Low-2-1/' •46.67 Medium-3-1/4' +60.0 High-4" +Will SEE NOTES 1.3 OH LENGTH 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. @)WHEN USIf:G 7HE 2-10.SILL, POSITIVE WATERDP IS'46.67.PSF MAX. WHEN oUSING THE 3-1/4" SILL: POSITIVE WATER DP B IS S0R SF MAX. WHEN USINGTHE'4". .ILL OS1T'CWATEROP7SS1L0PSFMAX)NEGATIVE PRESSURES UNCHANGF,D) ° SEE TABLE 3A. 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 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. 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. 1<iFOLLOWINGSTILE&ASTRAGAL T'PESSHAL1'. REL EDFORTABLE 3, SEE SHEETS 21& 22 FOR PART DIMENSIONS -.T'-� T Lo k Ule; 90 Ps[PSLt: AND SHEETS I LecY:.[ile .tea, 18& 19 FOHA551,M.RLY 235I Astragal UtIARs. L'otUtU 60 (�-'-�-- Stralg'a titraSa' .•.. Interlodi P-hook :Torkalle�JWnD� _ Assembly Stplaht PsIragal Asse^my sur 1-cagal I Assembly , 1]35'Astmgal Heavy-duty Stiles I Heavy-duly5ti1e HeavydutYStile HeaWduty5tlle HeayduxVSnIe HeaWduty Stile Heavyduty5tile Heavy-duty5tile HeavyA.ty Stile Heavyduly Astpgal Outside Comer Outside Corn�� inside Larne ryL -"`- IF��I L�l• Inside om Comer Cer Outside Insittle[jCa-me�rTjJl Corner Part B61(x2) Part 961 Part061 Part 69 061 (Stlle) Plartni(stil)a0 PartBFl Part"'""'") Partpllg([omar partp119 (OUG) Pa Part 861(5[ile) Prtsg31&R32 Partit61 fle elver) rt=3 GERT o''sem10:292 0 rxoa0u9Ev18Bo .if 1BeNN^¢.fn gsiteYa '� A...J.n[Cea. I A:,.yP'..r. H. rt OIz0 (In.) a N0.58705 7PAND ANCHORAGE ' tc '.:`?,ORse Ion.:' ?� SERIES 670ALUM. SGD-NON-IMPACT '�r'rs;�NAL111EaG�� a.+ea A. LYteI M1)I♦1ER P.E. SnOd10 NTH. B • 22 PGTOiTB I C P.E.p SBn15 s7` � NOFRAM_E "6'9"P-HOOK ANCHORAGE CONSISTS OF: SEE JAMB (B) P-HOOK ANCHORS. SPLICE REQUIRED@ (PERPENDICULARTO GLASS NOTE, EXTERIORPLANE) SEE TABLE 2,SHEET7 THIS l POCKETS AND SHEET SEE POCKET O P-HOOK ----------- JAMB MOUNTING INSTALLATION, ADAPTER a"HNC THIS SHEET ANCHORS MIDWAY 0 & SHEET 14 BETWEEN P-HOOK ANCHORS&AT 3° .'`�,: FROM TOP& BOTTOM i i t MAX. O.C. 4.051' •"MAXTOOPENING iLe+o EDGE OF POCKET SEE INSTALLATION E DPTAILS J'&1Cc imp Z F i® '-'END PANEL, SHEET I4 & PART 74 ^ 6NCHORAGE; 2lNCHORS SHEET 9FOR -- - - _ - SEE "CS" CLUSTER MAX. UNIT WIDTH ' DETAILS; SHEET 10 SEE "CS' CLUSTER SEE'CS 1CLUSTER DETAILS, :TAILS, SHEET 70 FOR REQUIRES "C6' SHEET 10 FOR INTERLOCK FOR ASTRAGAL INTERLOCK 42'CLUSTER,SEE 24"MAX. O.C. 1 x \ NE WID DETAILS, SHEET 11 xx I N WIDTH x /x 8 MAX. -7T x 1 x `W MAX. x UNIT 4PAIRS OF ANRS zt-MAX. (TOTALCHOS ANCHORS) O.C. PER JAMB —C (SEE JAMB 1 DETAIL O:C;.,, �::1 . ) P-HOOK .4 �'- e•MAX} Iot—+ Y� I S ISANI _ tr-� L :, -' - j •-2• - r . x x.. . ✓ END PANEL ANCHORS ENO PANEL . n y x u u x x x 6•MAX, ANCHORAGE (EEE ANCHORAGE gNcxORAGE ,. x' x �.�2 .1. SKETCH BELOW) (SEE SKETCH BELOW) ` ..2. �..ru n ".T AN( CENTERLINE B•MAX-TtT. `ANCHORAGE ANCHCRAGE ANCHORAGE OF PANEL i 2.04" -° 24" MAX. EXAMPLE: 5-PANEL 2 TRACK 90° OUTSIDE CORNER - XX/XXO- EXT. MOUNT POCKET ANCHORAGE PLAN: O.C. 42' x 96" NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 2, SHEET 7) E EXAMPLE NOTES' I IO ANCHORS 1P MAX.O.C. 0 0 0= P-HOOK 0 ANCHORS x 1M 0 _ p HOOK • A 'MOUNT(NC 'r'a MAX .� f• _ADAPTER' CHORE AG 21" MAX. O.C. 6'MAX. II CENTERLINE - JAMBS?, 1upf?OKS:6 MAX FROM BO7170M,21_MAX.ANCH0HPAIR O.C.(JAMBS), 14'MAXANCHOR OFPANEL2 :�r1:QC (PRHOOK) UTILIZING ANCHOR QUANTITIES FROM APPfDPRIATE TABLEu.SHEETS 6.8. SEE FRAME P-HOOK ANCHOR DETAILS ON SHEET 14. ANCHOI REQUIRES *2"ANCHORAGE SEE"C5°CLUSTER END PANEL CLUSTER SEE CENTERLINE CENTERLINE I� DETAILS, SHEET 10 � ANCHORAGE DETAILS, SHEET II I INTERLOCK FOR ASTRAGAL ' ASTRAGAL (2 ANCHORS) &• nc,. , I — I i 1R• I I MAX. CEAfrERLI EXTERR �CENTERLOFPANEL 3E •�2'ANCHORAGE OF PANEL "*2'ANCHORAGE OF PANEL 5E IO�/CENTERLt SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS /amTFfIAixWY, ' x vEmce. R..wm ANCHORAGE SPACING & EXAMPLE Pb ,leH)xea+mo .,: mIr.OPAurnnsne SERIES 670ALUM. SGD-NON-IMPACT Jn otnvr7 c uRaAIEB EXauP�7oxEwAxwon0uAMlrn. ","�. .� ...� ,"°, 7 NTS °. • 22 . PGTO120 6. SPLICE NOTE: NONSTRUCTURAL ANCHORS MAY BE ADDED AS NEEDED TO ALIGN THE ER�HEAD OR SILL IF A SPLICE OCCURS AT THE P-HOOK. IwODUCIgEV6gi irp7Yp.NY 14 RaiAs wWin{CeN ArWtl•xn W 1'l-rn.�n.e5 1" e.rIY�M D.is��T-v ` (MNP wCm * INo. 58705 III A. LYNI, ASTRAGAL OR L.�SPLICE LOOATI0 INTERLOCK --I IF NEEDED \\ CENTERLINE I 1.75° 2 4' ASTRAGAL OR I (FOR SPLICE INTERLOCK-, CONDITION,i CENTERLINE C6" CLUSTE I 4-DIAS. -�- 7' 2-TRACK FRAME HEAD/SILL Q, ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER L) ASTRAGAL OR SPLICE LOCATI INTERLOCK IF NEEDED .04- CENTERLINE I 3.5' 21' ' OIAG. MAN O.0 2.D4' r I FJRERIOR 7' 3.5' 7 6'M 2-TRACK FRAME HEAD/SILL fd! ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER HORS ARE REQUI "C4•)'ANCHORS ARE REQUIRED.'I ANCHORS ARE ftEOUIRED CG ) T GALOR ^ASTRAGAL-bR LSPLICECOCATION aaAS INTERLOCK �OR�:�.(FOR SPLICE�'� -A• D��'SPLICEL -�IN7ERLOCK-ivlFNEEDEU' ;•INT RL�.GK'O` G46DIIION U� _ ^IN IfLeLO�tN -cD 204' CEiTTERCINC I -' 'F•CCTJT_RLISE I'C_' CLUSTER DE TAIL) r- 3.5" 3.5' 2.04• 4.09' EMIE'7RIOR T. E%1J�E'''RLL10R 7' 4'DIAG. LXMnR�I v 3-TRACK FRAME HEAD/SILL V 3-TRACK FRAME HEAD/SILL V C& ASTRAGAL OR INTERLOCK Q ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS(USEWHERE 5 CLUSTER S') ANCHORS ARE REQUIRED. 'C4') ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR � (FORSPLICE INTERLOCK y IFNEEOED INTERLOCK CONDITION, USE CENTERLINE CENTERLINE I ^CG' CLUSTER DETAIL) IC1.75' - I R• 3.5' IXTERIOR V 4-TRACK FRAME HEAD/SILL fdl ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED. "C4') r 2.04' 4.06' oar 3.5' 3.5' 3-TRACK FRAME HEAD/SILL GD ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,"I ASTRAGALOR (FOR SPLICE INTERLOCK CONDITION, DO NOT CENTERLINE USE THIS DETAIL) IIIJ 3.5' 1­ 2.04• 6' DIAG. 2.04' EX� DL 21' 5.64' MAX. O.C. 5.64' 2 TRACK RAME JAMB B. MAX VCHOR PAIR r—•.: 4-TRACK FRAME:JAMB. WENIR .. ANCHORPAIR. 21' EITHER IN THE EXT. OR INT. MAX. TRACK(INT. SHOWN) O.C. NOTES: 5.64' 1.ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 6' MAX. 2. FOR HEAD OR SILL SPLICE � LOCATIONS/ANCHORAGE AT 3-TRACK FRAME JAMB P-HOOK SEE SHEET 9. ANCHOR PAIR u ODUCf NEVI FOR SPLICED �NNNwXY:M H6b CONDITIONS ONLY: „NI^f c.r SPLICE LOCATION yI IF NEEDEDl-- 7• 3.5' Misr n,r m4s EXTERIOR I — T. �] - EM RI ROR Imo— 7' �I 'v 3.5' 1f V 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL C& ASTRAGAL OR INTERLOCK Cal ASTRAGAL OR INTERLOCK (USE WHERE S CLUSTER - (USE WHERE 6 CLUSTER ANCHORS ARE RE0UIRED.-C6') ANCHORS ARE REQUIRED, "I WITH& WITHOUT. SPLICE CONDITION (plp4eo-r6po c4Rr. orAurnrseae 10 • 22 'PGT0128 #. Na. 56705 ,- ,rT..• ,Y i 2.04" 2.04' f \ INTERIOR 2.04' INTERIOR 2.04' NOTES: 1. ALL DIMENSIONS SHOWN PITCRIOR INTEROR T ARE BASED ON MINIMUM ?4�DIAG. 4" DIAG. 8.94' ALLOWED. 612° 6.12' 3.5. 3.5- 2. DETAILS DEPICT ANCHOR INTER100. ° 7' I—RIO INTERIOR QUANTITY AND SPACING, INTERIOR 90 3. ' 90° 3. 1 ° EXTERIOR 1 ° AND WOULD BE IDENTICAL E%TERIoa EXrEalo 4°DIAG. 4°pIAG FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. "+1"ANCHOR 4' 4- 4' 7° 3.5' 3 " 4' 2.04' 90°CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 4 CLUSTER ANCHORS ARE•REOUIREC,'gD 4 08 INTERIOR • i a 1 INTERIOR 4.06° 2.04" i EXTERIOR EX2.04" TERIOR 2.04' 8.94• 90°CORNER 135-CORNER 135* CORNER CENTERLINE 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEAD/SILL OFPANEL (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLU'o IER (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED"C6-) ANCHORS ARE REQUIRED J ANCHORS ARE REQUIRED C6) '+2•ANCHOR wieRioR\ /1. ` ° "2f04' `0B` .b—OHOk IAC 3. { .... _ a RUNE 3.5' INTERIOR 741' � I 3 5' I ICENTERLINE 7. 135° I�QF PANEL E%iEWOg .3 3.6. '.3'ANCHOR 4.08" T• \ J 5.37- AG. 2.04' Y CENTERL/NE OF PANEL I 3.5 :-� \ W 3.5' a E%IERIOR /l 4' ON 4' DIAG. " E%lERIOR i INTERIOR "+2'ANCHOR T r EXreRIOR ALL CENTERLINE OF PANEL 90°CORNER 735°CORNER n_ VIEWS INTERMEDIATE ANCHOR LAYOUT 3-TRACK ANCHO FRAME HEAD/SILL ' ANCHOR FRAME ER RE ILL V INTERMEDIATE ANCHOR LAYOUT (°C6'ANCHOR CLUSTER REQUIRED ('C6'ANCHOR CLUSTER REQUIRED .L AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4°GIAG. rwOuuCr REVIBPD brm4 ��iH lbs NeliBT INTEROR 6.12' INTERIOR 2.D4' ,1TaM�en Na 2.04° .12' 3.5° e.p--I'_-4191- 20 EXTERIOR CENTERLINE 4• 5.88" OF PANEL INTERIOR � 4TWYOA mGq Gw,�( m'T AIOR� 135° + ANCHOR 6.12" 4' LAG. . 6.12" 4.08' 7' EXTERIOR TI11111111 2.04' 3.5° 4" 4° DIAG. 3.5' 3.5" ` EXTERIOR 7° EXTERIOR 4' CENTERLINE ��pN YN* 90°CORNER 135° CORNER 2.04' � OFPANEL 2S;' JCENgF • ;Q 4-TRACK FRAME HEADISILL 4-TRACK FRAME HEADISILL 4-TRACK FRAME HEAD/SILL = * : No. 68705 � =_ (-C8ANCHOR CLUSTER REQUIRED ('CB' ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR) c .. WAvl1$ 11 a 22 1' - PGTO128 T INSTALLATION DETAILS - "EDGE TABLASHEET I EMBEDMENT: SEE TABLEA, SHEET MIN. OF THREADS BEYOND EDGEDISTANCE EDGEDISTANCE: THE METAL SUBSTRATE EET 1SEE TABLE ASHEET 1 SEE TABLEA,SHEET 1 "' 2-1/i6°• NOTES: ocrEPloR 1/q•1!d' 1/4' 1. ALL DIMENSIONS MAX.MAX. MAX. SHOWN ARE BASED SHIM EXTERIOSHIM EXTERIOR SHIM ON MIN. ALLOWED. ..............._(fj 2. METAL OR WOOD SHEET 1 2X WOOD WOOD ANCHOR TYP., TYP.,SEEANCHOR SEE ANCHOR NOTES NOTE 3, SHEET 1 & TABLE A. SHEET 1 ®2-TRACK FRAME HEAD WOOD INSTALLATION WOODANCHORTYP., 2X WOOD ( TABLEA] S; SHEET HEET.B' rr NOTE 3; SHEET.L SEEANCHOR' u : ( ?' i; N01 (154' MAX.) . EXTE0.10R T 1 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 TABLEA, SHEET 1 2X WOOD TYP., SEE ANCHOR — NOTE 3, SHEET 1 r T SUBSTRATES MAY BE USED FOR ALL FRAME 2X WOOD WOOD ANCHOR TVP., METAL TYR, SEE SMSANCHOR TYP., TYPES PER TABLE A, SHEET I. TYP., SEE ANCHOR SEE ANCHOR NOTES TABLE A&ANCHOR SEE ANCHOR NOTES NOTE 3, SHEET 1 & TABLE A, SHEET 1 NOTE 4, SHEET 1 & TABLE A, SHEET 1 3-TRACK FRAME HEAL) -DIAGONAL O.C. I 4-TRACK FRAME HEAD MIN 4' (HEAD &SILL) B®w WOOD INSTALLATION METAL INSTALLATION OR 6" (JAMB) SEE 'WOOD ANCHOR TYP., 2X W000":-'•` :-i' SMSANCHORTYP., METAL-TYP.. SEE DETAILS, SHEETS IO&11. SEE ANCHOR "TYP SEE ANCHOR ^>•t� -SEE ANCHOR NOTES, TABLEA&ANCHOR "&TABLE -,�., {'- 8EF- .4TAI3LEASHEETI; NOTE'3SHEEPI A, SHEE_T1 NOTE 4;SHEETI-', - '. 'SEE :HOR..HJH=• ITEs� - B NI Wl II III i' (,nip ANCHOR-m. ry up, NO S.� ' p 9 Pi til .I A tll - II P' -tll' 9 p ;I'�THE I' MIN.OF3 THREADS BEYOND METAL SUBSTRATE - SHEET1 (1/4' MAX.) " EXTERIOR 2.1/16"• EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 3-TRACK FRAME SILL Ew WOOD INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DI$T.GQ;CE;_ `BEE _ _ 2X WOOD TABLE'A;T'" TYP SEE ANCHOR _1SHE(iET 1 NOTE 3, SHEET 1 2-1/16"' SEEABLE A, NOTES 8 TABLE A, SHEET 1 O EXTERIOR 1/4- MAX. SHIM 2-TRACKFRAME JAMB WOOD INSTALLATION WOOD ANCHOR TYP., SEE ANCHOR NOTES I & TABLE A, SHEET i EXTET1RIOR = V 1/4"MAX.SHIM C T OFAI? .0Q (1/4' MAX.) EXTERIORT a 2-v1s". S4-TRACK FRAME SILL Fw METAL INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 I METATYI SEE EDGE DISTANCE: TABLE A kANCHOR '-EETAB�Gir_. NOTE 'J' SHEETt 2-1116' _EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A. SHEET 1 Y EDGE DISTANCE: SEETABLEA A---.N. ,�—®4K1- II4"B1°i � ..... SHEET 1 4M4.ICy XAr Mfw Pdr tCa...l mm SMS ANCHOR TYP., SEE ANCHOR NOTES & TABLE A. SHEET 1 MIN. OF 3 THREADS ExrERIOR BEYOND THE METAL V SUBSTRATE 1/4"MAX. SHIM rI— P 4-TRACK FRAME JAMB Iw METAL INSTALLATION 'ERIES 670 ALUM. SGD - -scncror--7— I NT8 1 12 122 fXI��NALIENTT. A LYNN MILLER, P.E ' P.EX MM INSTALLAT DETAIL EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 NOTES: EDGE DISTANCE: E EDGE DISTANCE: - EDGE DISTANCE: 1. ALL DIMENSIONS CONCRETE .E ONCRETE SEE TABLE A, SHEET I CONCRETE SEE TABLE A, SHEET I SHOWN ARE BASED PER TABL TABLE A, SHEETI ON MIN. ALLOWED. ASHES 1 2-1/16'• TABLE 2-7/16'• PERTABLE 2.1116" A. EETI A, SHEETI 1/4• -DIAGONAL O.C. IS v .!.. MAX. MIN 4"(HEAD B SILL) Exi IOR -, � , ..` _ .. ...,1 .� .,. ; .; :: - r SHIM OR 6'LJAMB)) SEE NBEDME �{ 114' 0R 1/4' EXTERIOR I DETAI S, SHEETS EE TABLE L MAX. MAX. a 10 & 11. SHEET SHIM SHIM PROPERL ECURED IX CONCRETEANCHO P., PROPERLY BECUREDIX7CN��ETI ANCHOR TVP., PROPERLYSECUREDIX CONCRETE ANCHOR TYP., WOOD BU TYP., SEE - SEE ANCHOR NOT 6 WOOD BUCK TYP., SEE OR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES 6 ANCHOR NOT SHEET 1 TABLE A. SHEET ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET I 'ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 2-TRACK FRAME HEAD 3-TRACK FRAME READ 4-TRACK FRAME HEAD Ac ONCRETE INSTA ON CONCRETE INSTALLATION Cc CONCRETEINSTALLATION CONCRETE AN 'TYP., ROPERLNSECURFD IX CONCRETE ANCHUR TYP.,'-- PROPERLY SECUREDIX E CONCRETE ANCHOR TYP.. PROPERLY SECURED I% _ EE ANC RCOTES:&'^�j'>OD BUCK'F'�6L, .SEE ANCHOR NOTESB.- IWOOD,BUCK TYP CSEE I I� .BEEANCHOR NOTES& MOOD BUCKNP., SEE T LCA-_HIP ANGI. RN0T�3' Sfi C-1 YA 1. A. HEFT7�?NCHOR NOTES SH FTi �•-- TABLE A. SHEET�ANCHOR NOTE 3, SHEETI NOTE 5, S [ET NOTE 5, NOTE 5, 1(1/4' AX SHEETI SHEETI E RIOR T71, E TERIOR -1 EXTERIOR <0 �2-1/76" CONCRETE 21/16 2-111E"' PERTABLE EDGE DISTANCE: ONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A, SHEET 1 S E TABLE A. SHEET 1 ER TABLE SEE TABLE A. SHEET 1 PER TABLE SEE TABLE A, SHEET 1 EM DMENT: SEE TABLE A, SHEET I A.SHEETI EMBEDMENT: SEE TABLE A, SHEET I A, SHEETI EMBEDMENT: SEE TABLE A. SHEETI �E- 1 2-TRACK FRAME SILL CONCRETE INSTAL ION ® 3-TRACK FRAME SILL Ec CONCRETE INSTALLATION 4-TRACK FRAME SILL \U CONCRETE INSTALLATION EMBEDMENT: SEE _ i TABLE A. SHEET 1 rR0o0CE REVISBp � wmpylsy.ilh lee FMnf e EMBEDMENT: SEE'LQa°` TABLE A. SHEET 1 JI EDGE DISTANCE: A�w`tNa I]-049 ,p5 ' '_ EDGE DISTANCE: SEETABLEA, PROPERLY SECURED SEETABLEA, SHEETI EMBEDMENT: SEE CONCACMU ANCHOR I ,%WOOD BUCK TYP.. TABLE A. SHEETI —~ TYP., SEE ANCHOR SHF.ET1 SEE ANCHOR NOTE 3 1 1. Y SECURED , " , [EDGE DISTAN ' NOTES R T.ASLE A ,e - pp ^III T I ..I' I SHEET -I _ OPERL S5ETABLEAI S6� 2' Y NOOD BUCK TYP., SEE ANCHOR NOTE3. SHEETI CONC./CMU ANCHOR ° 2-1l16" SHEETI TYP., SEE ANCHOR 24/,6"' PROPERLYSECURED �I i�' NOTESSTABLEA. ' CONCJCMU ANCHOR' ,%WOOD BUCK TYP., SHEET, CONCRETE TYP., SEE ANCHOR EE ANCHOR NOTE 3, CONCRETE OR CMU II II IIII vv III NOTES &TABLEA, SHEETI ., CONCRETE SHEETI' ., OR CMU PERTABLE EXTERIOR !: PERTABLE ��� O � 0 ";, xTEwOR OR CMU EXTERIOR A, SHEETI ,. A. SHEET 1 `� c. . e2':- �tOENgE�(/� 1/4"MAX SHIM F� PERTABLE I�'7'I F'.-- No. 58T05 A, SHEET 1 V 1/4' MAX. SHIM --I 7/4' MAX SHIM If - wNi.nurwu�Lic lnl�a .,roSIONAL 1gN ��. R,m „„� rmr. oEeMHaume SERIES 670ALUM. SGD-NON-IMPACT JR 040Y1) L NO CNANGEs MIS SHEEP. ,� eve eat dN— s XLYNNMILLERPE. �,�, R"�� I mr names m SGO o NTS 13 � T2 PGT0128 C P.EA 5 705 Cti�_h JH -• FF INSTALLATION DETAILS NOTES: 1. ALL DIMENSIONS FRAME JAMB SHOWN ARE BASED RED UIREDAT ALL 2.69TMIN. ON MIN, ALLOWED. INSIDE POCKETS ' EDGE EMBEDMENT: SEE TO PREVENT DISTANCE SHE 2. IET ARE FOOON RHIS WOOD FRAMING TABLE A, SHEETI P-HOOK MOUNTING ADAPTER WATER WOODANCHORTYP., INFILTRATION CONCJCMU ILLUSTRATIVE 0 o ANCHOR TYPSEE PURPOSES ONLY. SEE ., i— SEE ANCHOR NOTES TABLE A, SHEET 1 FOR EMBEDMENT: &TABLE A. SHEETI zs ANCHOR NOTES& ALL APPROVED SEE TABLE A Z (ALSO SEE TYP. — TABLE A SHEET 1 SUBSTRATES. SHEETI 2�8 J ILLUSTRATION, SHEET 9) t. - 1-1/4'MIN. EDGE DISTANCE EDGE DISTANCE: SEE EXTERIOR 3. SEE TABES 13 TABLE A SHEET 1 EMBEDMENT: z6 SHEETS 6­8 FOR NP-HOOP SEE TABLE A, P-HOOK MOUNTING AND -HOOK zs F RIOR SHEETI, .1, ADAPTDR CONCJCMU AND -HOOK _ PHOOK WOOD ANCHOR TYP In'7 , ANCHORTYP.,SEE- . MOUNTING ADAPTER '' SEEANCHORNOTES 'V" P-HOOK g i ANCHOR NOTES ALSO SEEOR QUANTITIES. I. l t-iv-.--.'I'll'A-SHEET,. ALSO SEE EXAMPLE J3 + 1 I _ rCONCRETE OR-- c `I I &TABLEA SHEETI C6 ,.,.JP HTAe "' FMBFDM1IENT SEE ' I ON SHEET 9. - r ALSO SEE TYP 7'f SHEti - A, >HEET1°L`_zgASLE A SHEETI (ALSO SEE TYP., C ra:+rtC "( �� 2.693 MIN.; ILLUSTRATION, SHEETI) 'ILLUSTRATION, SHEET 9j -EDGE DISTANCE ) ®P-HOOK FOR USE WITH FLAT SILL RISERS P-HOOK FOR USE WITH FLAT SILL RISERS •H•' PARTS#18 #20 #220R#24,, - J° PARTS#18 #20,#22 OR#24, WOOD INSTALLATION EXTERIORMOUNT SHOWN, CONCRETEICMU INSTALLATION INTERIOR MOUNT SHOWN, (SEE TABLES 1A, 2A & 3A= MAY ALSO BE INSTALLED IN (SEE TABLES IA 2A & 3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION METAL TYP., P-NOOK MOUNTING SEEANCHOR P-HOOKMOUNTING CONCRETEOR EMBEDMENT: SEE ADAPTER CONCJCMU NOTE 4, SHEET I; EMBEDMENT: SEE ADAPTER SMS CMU PER TABLE TABLE A SHEETI ANCHOR TYP., SEE MIN.OF3THRET1; TABLE A, SHEETI ~I~. ANCHOR TYP., SEE A, SHEETI ANCHOR NOTES &TABLE BEYOND THE METAL ANCHOR NOTES A, SHEE-I`1 SUBSTRATE 28 STABLE A, SHEETI EMBEDMENT: (ALSO SEE TYP. REO61K1REYIBBp (ALSO SEE TYP. ILLUSTRATION, SHEETS) ILLUSTRATION, SEE TABLE A, ze �ylvy•pE °`I�'H' SHEET 1 EMBEDMENT: SHEETS) I 4mq..n No I -D 2e,eq SEE TABLE A, DISTANCE: SEE r —l. EfgfrY. mle�a ��y� BHEET7 TABLE A. SHEETI 1-1/4' MIN. EDGE DISTANCE y{4�ti I-L4� - '• 4lavf'OMr6mCay Crwl 30 30 SMSANCHDR tYP.. / .-�i y, 'EX_Lw�R " r';--.P-IkiuWCONCICM1SU -- ExJEKQS. SEE ANCHOR NOTES) n ANCHOR TYP., SEE & TABLE A, SHEET 1 V ANCHOR NOTES & TABLE I (ALSO SEE TYP. 2.fi93' MIN. A, SHEET 1 2.893' MIN. ILLUSTRATION, SHEET 9) EDGE DISTANCE (ALSO SEE TVP. EDGEDISTANCE ILLUSTRATION, SHEET 9) ®P-HOOK FOR USE WITH BOX SILL RISERS ®P-HOOK FOR USE WITH BOX SILL RISERS �Tr yLYN�I �f��i Rw PARTS#19 #21 #230R 1125. Kc PARTS#19 R21 #23OR7125. �ON,......,,. METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR `�``�.:'�70ENSE z (SEETABLES IA 2A&3A MOUNT (SEE TABLES IA 2A&3A MOUNT _ FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY _ * ; No. 5870 * _ 10 u v, n°PY.rm° sAE ANCHORAGE DETAILS . °ORIOP. •' � � JR �anv C SHEET.SERIES 670 AL UM. SGD-NON-IMPACT i ONALE P. m.nMm .auma -- �ewcw _ �w 0.LYIIHIM17L)E}i, E. ..MIS -,-, - r�ucmNTS 14_ +22 PG7012B C PE.�ssras CONFIG. EXAMPLES . .II M1T 'I r HEADER DETAIL W. SHEET 18; INSTALLATION DETAILS'AW &'Ad, SHEETS 12 & 13 SILL DETAIL'D', SHEET 18, INSTALLATION DETAILS 'Dw' &'De, SHEETS 12 & 13 PANEL PANEL TYPE TYPE 'OS' 'A' NOM. MAX PANEL PANEL iA WIDTH T-e iEIGHT SEE- PER N2 TABLES) MAX. UNIT WIDTH MAX. DLO NOM. PANEL WIDTH TYP. PER TABLES I-3tLINTERIORWIDTH 90' PANEL PANEL CORNER DETAIL'N2', J IMAXIUNIT TAPE AS TYPE SHEET I9&CORNER - ,K ANCHORAGE SHEET 11 MAX HEIGHT INTER, _ DLO 'M' P. PER SHEET 19 SHEET V HEIGHT TABLES 3 1-3 T JAMB DETAIL G3 SHEEF I nl 1 r 18 INSTALLATION DETAILS 90, _ EXAMPLE: 90° INSIDE CORNER, 4 PANELS - XX/XX Wr 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 & 1D7-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. 3) PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES. NO CHANGES THIS SHEET CERT P`AUM YXNB U� pcntcN tic q rr+me .- . scorn N75 15 • 22 DLO W IDTH = NOW. PANEL WIDTH -7' DLO HEIGHT = DOOR UNIT HEIGHT-10.125" PANEL HEIGHT = DOOR UNIT HEIGHT-1.866" PROtlICTq¢V76lD NW�Cew4•*I tY R,AY A-W-.No —O i-.Ofj �:14WlC�u,� * i No. S6705 J! 1 :;4 __ � �. r..... ;' Y ;'; Fi E <'{ � ii%; �_ tl� by Y i. .I �i '+. � J1 [ui .7 i , . n 1 j� �.� r � ' �� i, "- ��a i rii j7 �Y'. � ,i .fh .. ,n i� .. 4,• ,�'. i , r r � ' 4 CONFIG. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SHEE �<M,SHE� 19 INSTALLATION DETAILSG 3',SHEET SHE; i--� _1���.....^��INSTALLATION DETAILB'Gw' 8'Gc', SHEETS 12 8 13 rIXED JAMB DETAIL'G2', ASTRAGAL HEADER DETAII.W. SHEET HEADER DETAIL'A'. SHEET 18.. SHEET 18; INSTALLATION DETAILS'L1' & 18; INSTALLATION DETAILS INSTALLATION OETAILS'AW 8'A@, DETAILS'GW &'Gc', L2. SHEET 19 'AW &'Ad, SHEETS 12 & 13 SHEETS 12 8 13 SHEETS 12 & 13 / 90, \ H PANEL PANEL PANEL TYPE TYPE TYPE TANE NOM. PANEL HMA Etc WIDTH P. / PE MAX. PER SEE TABI DLO' TABLES 1 3 NOTE2, 1 HEIGHT p �,p SHEET 15 ` LA .Ix x MAX. DLO PIPE PANEL PANEL PTYPE TYPE TYPE MAX. UNIT HIT SILL DETAIL / HEIGHT V. SHEET / / PANEL SEE TABLES ES IS; MAX WIDTH TVP. INSTALL DLO PER, NOTE 2, SHEET IS 1-3 s DETAILS.. HEIGHT TABLE r_ MAX. UNITWIDTH , SEE FRAME 8 SILL DETAIL V. SHEET 18; —MAX. UNIT WIDTH PANEL CORNER PANELER EXAMPLE: OXXX INSTALLATION DETAILS ON 2-TRACK 'DW&'Dc, SHEETS I2& 13 EXAMPLE: 90* OUTSIDE CORNER -XXIXX(2-TRACK) DETAILS SHEET 16 JAMB DETAIL'IT, SHEET 18: ASTRAGAL DETAILS'Li' & INTERLOCK DETAIL V. SHEET 19 _ INSTALLATION DETAILS'IW & L2, SHEET 19_\ ,-1 INTERLOCK DETAIL'M', SHEET 19 'Ic', SHEETS 12 & 13� HEADER DETAIL P-HOOK DETAIL'J'&'K', SHEET V. SHEET IB: -1 - •`i JETAII'H2',SHEET 'B: INSTALLATION DETAILS 19; INSTALLATION DE:'AILS'JW, INSTALLATION DETAIL^u'BW &'Bd. JAMB DETAIL V, SHEET 18; INSTALLATION DETAILS & 9c', SHEETS 12 & 13 'HW 8'Hc', SHEETS 12 &ILS 'ALLATI 8'Kc', SHEET 14 SHEETS 12 & 13 HE F TA I� MH .UNIT WIUIM --_-- _ 7PANEL PANEL PANEL PANEL i• � TYPE TYPE TYPE I 2, 'M' I 'p I - I I UNIT I "'HOE Iil I• a I Rj PANEL WIDTH TYP �< / / )LES MAX. PER 3 DLO NOTE 2 TABLES 1-3 HEIGHT SHEET 15 1 o x x x I EXAMPLE: OXMP SILL DETAIL'S', SHEET IB- (3-TRACK, RIGHT POCKET) INSTALLATION DETAILS 'EW 8'Ec', SHEETS 12 & 13 "RT.O£AUM.R&'i8 �— MAX UNR WIDTH �I PANELrFPEL PANEL PANEL TYPE TYPE TYPE M I' P I hA 51 �m,� l NDIA. `UN G I PANEL HEIC / / WIDTHTYP / PE SEE MAX. PER TAB[ OTE 2, DLO TABLES 1-3 1i SHEETI HEIGHT x x 0 JAMB DETAIL'G3', SHEET 18: INSTALLATION DETAILS 'GW &'Gd, SHEETS 12 & 13 INTERLOCK DETAIL � V. SHEET 19 90' OUTSIDE CORNER DETAIL 'Ni-, SHEET 19 & CORNERANCHORAGE /'SHEET 11 INTERIO EXTERIOR NCM. PANEL.. WIDTH TYP. PERTABLES 1-3 HEADER DETAIL'C', SHEET 18, INSTALLATION DETAILS 'CV 8'Cc', SHEETS 12 & 13 EXAMPLE:XXXO SILL DETAIL'P, SHEET 18; (4-TRACK BY-PASS) INSTALLATION DETAILS 'Poi & Te, SHEETS 12 & 13 sm ,o I NTS 1 16 1 22 1 -PGT0128 A<npwae ne U-o42o•OS I l4qlPMd4. am�•I-.l�o_ e6aluti. �crr� I { ANY LYNiy No. 58705 3 I P.EX 187M Y:' ,i.:r�:`,, i U. ; , � 7 i � � 1 f 1�'t,:; I. " ., - f}�. tLuu i��KJ._ { •3%IA. , r - '; PANEL SINGLE INTERLOCK SINGLE INTERLOCK FOLEO STILE LCCKSTILE WI HANDLE ASTMGAL BOX OUT ASI 61 TYPES OUT IN SINGLE INTERLOCK � GUT PP 'K i SINGLE INTERLOCK �' B P A IN / FIXED �- RR S STILE R w,GNXABI� E : :r Lu . ASTRAGAL�a aoTom JR LEFT l UkN a'I�� PANEL ASTRAGAL T U STILE BO%OUT T LL ASTRAGAL ❑ _ T / V PANEL APPLI of BOX IN -j U) WL0CNSTLE RT Cl W/RANDLEptZp W SILL RIS Z EXi CORNER 90 LocORNEE ^ T /�K, ^ A� /YOJ Q WI NAN0LE It119 E%TCORNER 1 BO RECEVER ^T /V" ^^ /V-V\ E%TERIOti •N,NANCLE M10 a INTCORNER 7 BORECENER /�T /'1 /1 i, /�1t7 DF wi uNo E -'�JtT CORNER M19 _ '4//"'m SILL RISE .. EXTCORNER 33 RECEIVER VT VS VF W/HANDLE OBt INTCORNER k t 35 RECEIVER WT WS WF EXTERIOR W/FWb)LE p5 1 ,nrae ts, SILL RISE FLUSH 7 N0' rsmTEaw vl N. wnL£. as4 ryrf4eafsw JR 0895"1) C NO CHANGES THIS SHEET. a. Jft m+' °t/13'f4 �n _o a+ ' _ eoremmmez 1 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) I nFULL LENGTH , G1 2-TRACK JAMB 6NG CLIP#105 IDS W7RETAINER#106 t13 MIDSPAN (SHOWN WITH FIXED PANEL TO 5 THE INTERIOR) ` J-I,EXTERIOR 14 _ v {y FULL LENGTH -G2„ ,. 13JAMB �'o2TRACK:IAMB_ _ CLP 080ORN105 W/RETAINER #123 30 (SHOWN WITH M 6o OR Bt FIXED PANEL TO ,T EXTERIOR THE EXTERIOR) 2 112 45 52 51 TERIOR 53 a SHOWN WITH ®2-TRACK W/SCI OPT.SCREEN A FRAMEHEAD TRACK EXTERIOR a ®2-TRACK W/SCREEN 0 FRAME SILL ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 1-3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILE. I O0.WY11 I C CHANGES THIS SHEET. jJRJRj NO he ..... LYt - -. finsl RILL PAN EL JAMS LENGTH 50 OR61 105 LOCKPPART 17 OR 61 16 5 5 SEE DETAIL GI FOR FIXED PANEL CLIP 75610A7--111 ' SEE DETAIL G2 103 FOR FIXED 5 50 OR 51 PANEL CLIP 103 5 16 % 17 ,i l,.t�EXTFRIOR=�EkTERIGR -.•.� .. .-1 EXTERIOR .: r'VE�IERI�R'. 1 ` T-74-TRA60AMB r' ='r 3-TRACKJAMB •4V4-TRACKJAMB 4-TRACK Ht (SHOWN WITH X2 (SHOWN WITH -It. (SHOWN WITH 124 (SHOWN WITH OPERABLE PANEL) FIXEDPANELTO FIXED PANEL TO OPERABLE PANEL) -IlLEht• THE EXTERIOR) THE INTERIOR) E%TERIOR 3 ' tt3 5 t13 EM RIOR 69 EXTERIOR a a jfa 3-TRACK e FRAME HEAD 3-TRACK E FRAME SILL f0(p4eur®v CE12I. P�AUM./866 4-TRACK F FRAME SILL =RIES 670 ALUM. SGD .atoem NTS 1 18 > 22 MAX. UNIT HEIGHT PER TABLESI3 3MOWCTpEVb19 t Anw••.rn. 1��,yz. oS * No.58705 .Inure,. A. IYNN MILLER PE PEA SHmS ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) Ic r EXTERIOR �7 loll il11 EXTERIOR al 4 INTERIOR EXTE RIOR 2 V 60 OR 61 _- INTERLOCK EXTERIOR U v 5EXTERIOR " 113 103 119 �E%TERIOR NJ'+ LLe�'ll "o IIP�..NYu-��] fi] fib - ' REM #67 (HEAVY-DUTY STANDARD ASTRAGAL ASTRAGAL @WITHH SIDE N1 2TRACKSHOWN CORNER 90* DE STILE) SHOWN. N2 2-TRACKS OWNER (STANDARD STILE) ALSO u WITH STANDARD STILES 60 EXTERIOR BOX ASTRAGAL SHOWN AVV-DUTTY 61 EXTERIOR BOX ASTRAGAL SHOWN APPLICABLE, SEE TABLES SHEETS FOR OF (BOX -OUT) MAY ALSO BE INSTALLED (BOX -OUT) MAY ALSO BE INSTALLED (PS IA IT (TILES. ASSOCIATED WITH TOWARDS INTERIOR (BOX -IN) TOWARDS INTERIOR (BOX -IN) STILES. 4 INTERIOR 1WIBVOfSCy® 31 m>rtPll�V vllplls RLYBs 41NTERIOR 161PART 011 Au<!uw No 17-OYZQ(fj' '011°1tl m� 2° 35° 5 b /L.1-. A. `1K 1•`�ti �5� 4INTERIORN/r'ly. 1<bs1CmW a135- OUTSIDE CORNER of 2-TRACK SHOWN (w 2-TRACK SHOWN CERI.OFAUM. R9]!'�1 I I �-(, JLRICJ O/u HL um. Ju✓�rv--PGT01l o.+v.. �S 19 +� PGT0128 ., 1Rllfll nll. I u E Item INDw PGT .tl pGT# Description 1 1T306 61730B 3-TRACK HEAD 2 17303 617303 2-TRACK HEAD WITH SCREEN MIL 3 17309 617309 STRACK HEAD 4 17312 BM12 4-TRACK HEAD 5 173" 617314 FRAME SCREW COVER e 17317 617317 FRAME NEAOCIAMB SCREEN AD"N T inN 617304 2-TRAM SILL 6 17301 617301 2-TRACK SU WDH SCREEN ML 9 17W 617307 1TPACK SILL 10 17310 017310 0.ITACKSILL 11 11113 017313 FRAME SILL TRACK INSERT 12 17315 617315 FRAME SILL SCREEN ADO-0N(SEE NOTE 3) 13 1T310 017316 FRAME SILL SCREEN END ADOON(SEE NOTE 3) 14 TIM 617305 2-TRACI(JANIB _ 15 17306 ` 617302 2-TRACK AMD %MTH SCREEN MIL d:; B!' i = 16 - 17308 61730B •< }TRACK AMB I: 1T ,iT311 6 T311 `• TRACKAMB Xfac� A IB - 17322 e1T322 - SILLRISER-HAT FLUSH, 1 12 . 19' --1731a 617319 "SILLRISER-BOX KWH•1-12 ' 20 17321 617321 SILL RISER - FLAT, I.M. 2-115 21 17318 017318 SLLPoSER-80XLOW,2-12- 22 17355 617355 SLL RISER- FLAT, MEDIUM. MIP +a 173M 817354 SILL RISER - BOX MEDIUM, 3-1/4' 24 173M 617323 SILL RISER -FLAT HGFL 25 173M 317320 SILL RISER -BOX HIGH, 4' 26 17333 1 6113M PCCKETP-HOOK 27 7070 U070 NEOPREW BULB WSTP FOR P-HO 20 1]3W 617334 POCKET P-HOOK MOUM 29 1T335 Dums P410C(COVER 30 17348 617MB POO(ETP-HOCKMRBOXREER 31 17376 017370 1135 CORNER 33 MIS 617376 1135 FIXED MWNT ' ITEMS 4053 ARE SCREEN PARTS: 40 4319 1 012258 SCREEN SIDE RAL-LOCKSME 41 TLCGKWGSK SCREE.L C ET 42 1 41818 SIXTEEN KEEPER SPACER SET W 8152 1 U152 SCREENINTERLCCKAMPTER W 028 1 6W2S SCREEN DOUBLE INTERLOCK T5 4317 612859 SCREENTO+PAIL- ' "W-• QVI 61TL51" SCREEN eOT3DMRAK'!' s%aeII A' j 47 668 _ 7SM2 STANOWDROLIER W 068 TSRAX STANDARD ROLLER-ST. SM. ae 4 W 64344 SCREENASTPAGAL 50 1T349 6I7348 O%O SCREEN ASTRAGAL ADAPTER 51 169T Sim SCREEN SPLINE-.165' 52 1694 616% SCREEN SPLINE-.IW 53 61616MO SCREEN CLOTH 54 1T25 1/2' X4' X 1116' SET. BLOCK NEOPRENE 65 415 55 1726 1' %4' X t116' BET BLOCK, NEOPRENE 05+/S �LMNGES THIS SHEET. - ItDM tl PST Dw.# pGTR Description ' SO 17325 61TN5 PANELSME 61 IMM SUM PANEL $ME (HEAVY DUTY) 82 1T32T 617327 INTERLOCKADMItIR 83 1225 BM248 VINYL BULB WSTP.- THIN INSIDE INTERLOCK) 64 IMS T1T29 BILL ENO WEATHERSTRP PAD S' IM20 617328 INTERLOCK SCREW COVER 6T 1T]29 017329 ASTRAGAL w 17339 017339 TEAW DVTf ASTRAGAL 89 IMA 6173N TOP 6 BOTTOM RAIL TU 1T350 41T350 WEATHERSTRIP EXTENSION(NJECTON MOLDED) 71 ISM 7160 1-TIT X1'XX4 HIGH FIN SEAL DUST PLUGS T2 0153 T8153X TANDEM ST. e11- ROLLER ASSY. T] 6153 76153N TANDEM NYLON ROLLER ASSY. 74 SUGONE DOW499. DOWS95ORGE-7700 . 75 6185 I TBIMX GEMINIMORRCE3-PLY DIALLOCKWILONGTWMPLATE '-Te" 71WDIIFPFX:ll0 X1'FT:SSSCREWWIIYPE-pi -' T - 7103239-;- ID STEELMNCLLNUT . TS _ ' U350 61Y350; : 188IN. BEAD T9I A9 B17357 1' G BEAD - _ ' SO 1]]59 617359 7116- BEAD I FIXED PANEL CUP w 1224 6TP247K VINYL BULB WEATI&RSIDP w 61745 1745 LOWE INC. 11YX1/16' SGL SIDE AOH TAPE. PCLYETH. 100 0D52 4SM2 ROLLER ADJ. HOLE PLUG 101 72397 AMB BUMPER 102 1096 716% DUSTPLU0 im BIDS T8108X PKEEPER IN 651 TSDKEEP SCREENLCC KEEPER IN 17M4 617 W FIXED PANEL CUP -O'LONG IN 173U 017352 JFIXED PANEL RETANER-WIP ' IN 1T39 71739 HANDLE KIT- INTERIOR RAISED WRH THUMB TURN, USEDW #75 10. 1. 71740 HANDLE KR- RAISED EXTERIOR HANDLE, WED WITH 95 IN 1T31 781USN HANCE KIT-RECESSEDIRA. WTTH THUMB TURN. USED WRH ITS 110 17]2 78178 HANDLE W-RECESSED EXTERIOR PULL, USED WITH 975 111 710G4PPSGAX 010 X&4' PH. PN. TEK -S.S. 112 145 07316 WSTP, 90 X.1T0-FIN SEAL 113 1712 64066 .18T- X.230'FINSEAL 114 7IGW5PPX OIDX140 t15 TIUJPPT X10XV _ 116 _ 720XIX jI1 lX VSG, T20Xi12%; IMC20 X 1-12S.& 'A 118 1T3]0 BIT33tl BOOEGREE CCPNERpECENER 119 17337 0P337 900EGREE OUfBIDE CORNERA51RAL4AL 1M 1T]3B 011T33B 90 DEGREE INSIDE CORNER ASTRAGAL 123 173U 617353 IMMED PANEL RETAINER TIC' CD4F. PFAUIH f89J FRIES 670ALUM. SGD SGDI,Uv I NTS 1 20 • 22 NOTES: 1) ALL ALUMINUM = 6063-T6 2) ITEMS R 33.39. 5659, 66, 81. 84.99, 121 S, 122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 3) USE OF #12 OR #13 REQUIRES MIN. #10 SMS OR 3116- MASONRY ANCHORS @ 24' MAX O.C. f DUCfYEV® u 44�PTJ'MMI91RANatls Oa�TuF C46 A.ttyl.Ke Na—l%�—Oy 2e. e.p11wM o.m �. Tom }: ND. 56T05 .'/Il.IL1a.•• A. LYNN MIIIER, P.E. REOGU05 5.069' -'{ 8.562' 0.080" 1.211' 1.505' } 4 0.081' Oj 2-TRACK HEAD t0 4-TRACK SILL (6063-T6 AL) (6063-T6 AL) w { 0.081, (1)2-TRACK HEAD N/! SCREEN TRACK (606346 AL).. _,�o-(o{:•. �„ ... ..Ae 1.211' I 0.081' J O3-TRACK HEAD (6063-T6 AL) 9.142" 4.49' �I 0.080' 1.211' 1.S05" 0.081" O4 ¢TRACK HEAD ]O2-TRACK SILL (6063-Tfi AL) (6063-T6 AL) J-1�- 0.060'. I- 1.514" J_ 0.062' 0.532' 0.760" 1.2 0.060' 1.516' 1.990" OFRAME HEAD/JAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN ADD-0N 12 ADD40N 13 ENDADDLI (8083-Tfi AL) (6063-T6 Al) (6063-T6 Al) REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS OR3/16'MASONRY OR3/16'MASONRY ANCHORS @ 24" MAX. O.C. ANCHORS @ 24- MAX. O.C. 6.526' 0.08 1.S05" OB 3 TRACK SILL 2... 6.221' 0.080' 505" O8 2-TRACK SILL W1SCREEN TRACK (6063-T6 AL) SEE SHEET 17 FOR SILL RISERS. N VEN1LF. i19uls (&rlraar[aP CfRT.OFAUM.ISYffE S' 16 3-TRACK JAMB (6063-T6 AL) A. SGD 21 . 22 in? 4TRACK JAMB (6063-T6 AL) 0.062' 1.019' SCREEN 46 ( STILE (6063-T6 AL) -I r 1.045' 1•99 T 0.062- L O45 SCREEN' TOP RAIL (6063 T6 AL) , �I 0.876" 1.993' L 0.062' SCREEN 46 BOT�RAIL (6063-T6 AL) mon60TPEY186y u.P b'.ta FkeAa � m.oan. 17-oY1o.o5 xu ✓ n6lrPa�7�- * No. 68705 'p0':v`STh to k S70NAL e L 1I1111Ir" A.I P.E,o LER, P.E. P.E C6B105 • f 0.718' 0.83' ?.304' ---�1 3.802" 3.802" -.-- 0.75Y TO I 6.752 I �0.885' 796'0.082' 1 0.080" 0.062' 0.233' .062" 0.264' J 0.075" FRAME SILL P-HOOK MOUNTING P-NOOK SCREW 5 SCREW COVER 11 TRACK 20 P-HOOK 20 ADAPTOR Y9 COVER 0.080' 3o P-HOOK FORBOXRISER (6063-T6 AL) (6063-Tfi AL) (6063-Tfi AL) (6063-T6 AL) (6083-T6 AL) (6083-TB AL) 4• 0.080' ' ��` 1.739' -y 2 30 1 A88' �L�\-�! 0.830 0.062 1.600 1.800 0.062' 1.888, �97.44' 3.125'74 , _ �-�----3.,25 t " "} - `181: 195 :OOFiNER�{fiOs fFt'3?' t35•FIkED MOLFIY_ �. :c )HEA`.!Y NOe.RD STILE 0 61 HEAVY DUTY:STIIE,-=' U INTFRLOCK (6063-76 AL) (6063-T6 AL) (6U63-T6 AL) (6063-T6 AL) ADAPTDR - (6063-T6 AL) 67 STANDARD ASTPAGAL (6063.T6 AL) 0.281' -1 I- e6 HEAVY DUTY ASTRAGAL (6063.T6AL) Fes- 4.125' �0.062'1.3U' �1.050'.0�-'�1.050' I--- 7.050" .28�r�-pl .611- .849' " 1 045' 3.25' -•-I O89 TOPIBOTTOM RAIL ]p GLAZING 00 7/16'GLAZING ]E 3;16'81l4" TOPIBTEAL) (D,. m .G.) OBEAD FIB%ED GLAZING (6063.76AL) PANEL CLIP BEAD (6063-T6 AL) (6063-T6 AL) 1-.03" i r 0 n80' 13s FIXED 0.719' I-) 2.893'• (6063-T6 063-T6 AL) -- 1.498'0.133' 7.498° �00 P80' .550' '0.80L 1- 0.709' 1Y3 FIXED FIXED PANEL 5.621' �� RETAINER. _ 0.080' ---1:- } (8063-T6 AL) 2826' .11990°OUTSIDE CORNER ASTRAGAL FIXED PANEIL 1,890' INSIDE/OUTSIDE (6063-T6 AL) tos RETAINER. 9/16' CORNER RECENER (0063-T6 AL) (6063-T6 AL) CERI. WAUM. RT[Pi i _M 5.621' 0.133' t20 90" INSIDE CORNER ASTRAGAL (6063-T6 AL) 22'> 22 1 PGTO128 11.303' 0 32,5" 0.062•�� INTERLOCK 66 SCREWCOVER (6063-T6 AL) `` �'I�ONVOENBE'•,��,�5� %AO STA OF A. IYNN MRLER P.E. P.E 0 M705 L