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Home My WebLink AboutPRODUCT APPROVALWda Building Code Online SCANNED ♦ BY S EtF""V44' F+k L• Lucie Cou BCIS Ham. I Log In 1 User Re,6"tlon Hot Topics j Submit Surcharge 1 Slats &Facts I Pabliratlons FBC Sreff _ I Fonda 4u; r IUSER: �.. 4 Product Approval Public User; r �c ... Prflla Aonrow, Men > PNauft or Amillratun Sear[b> FL k Application Type I; Code Version .- Application Status Comments ArchWed juu Product Manufacturer Address/Phone/Email Authorized Signature - 1� Technical Representative Address/Phone/Email r Quality Assurance Representative Address/Phone/Email .' pl. Category Subcategory Compliance Method Certification Agency Validated By cif Referenced Standard and Year {of Standard) 1+• Equivalence of Product Standards Cer60ed By Product Approval Methodl Date Submitted Date Validated Date Pending FBC Approval Ir E Date Approved FL251-R29 Revision ; 2012 Approved Page 1 of 3 51141111- 0-i JAN 2 2 2018 , Permitting verrby DBPR. Approvals by DBPR shall be reviewed and ratified by the POC the Commission if necessary. PGT Industries 1070 Technology Drive North Venice, FL 34225 (941) 486-0100 Ext 22318 dmark@pgtindustdes.com ]ens�l ]rospwskl@pgtintlusMes.mm' Jens Rospwski 1020 Technology Drive Nokomis, FL M275 (941) 486-0100 Ext 21140 j rosowskl@pg.i ndustries.com; Exterior Doors Sliding Exterior Door Assemblies ST. LUCIE COUNTY BUILDING DIVISION REVIEWS® FOR COPAPL DATE PLANS AND PEf MIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE THESE PLANS AND ALL PROPOSED VJOR: ARE SUBJECT 'i O ANY CORRECTIONS lRED RY FIELO INSPECT(1fiS THAT WiAYP8E CESSARY IN ORUER TO L*MPLY Y ITH ALLAPPLICADLC CODES, CONCFALED FASTENERS OR ATTACHMENTS Miami -Dane BCCO - CER Miami -Dade BCCO - VAL ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD Standard CBE TAS 201, 202, 203 1994 Method 1 Option A r�@J77 Ply 11/28/2017 L .''. 12/20/2017 i, _l C 12/25/2017 http://www.floridabuilding.org/pi/l.r_app_dtl.aspx?param=wGEVXQ WOgsEt2PTand5bm... 1/ 19/2018 lWa Building Code Online - Page 2 of 3 summary of Products - Fl. IModel, Number or Name Description 251.1 SGO-- 670 (Non -Impact) Aluminum Sliding Glass Door Limits of Use Certification AgencyCertificate Approved for usei HVHZ: Yes FL251 R29 C CAC 17042009.odf Approved for use au Ida HVHZ: Yes a [ration Data Impact Resistant: No 04/07/2020 Design Pressure: N/A Installation Instruction Other: Please see Miaml-Dade County Notice of Acceptance INCA) or FL2512 17042 ! product performance Information, ;anchorage details, and anchor typ Verified By: Miami=Dade BCCO - size, and spacing information. rested by Independen arty: •it Eva Created by Independent Third Party: ISGD-670HP Non -Impact Aluminum Sliding Glass Door ,251.2 : Limits of Use Certification Agency Certificate 1 Approved for use In HVHZ: Yes FL251 R29 C CAC 17042010.odf j 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 Mlaml-Dade County Notice of Acceptance (NOA) for FL251 R29 II 17042010.0 product performance information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER • i size, and spacing Inf.fLnatlon.. _ Created by Independent Third Party: i Evaluation Reports j G•.i�dm Created by Independent Third Parry: 1251.3 _ SGQ.- 680 (Non -Impact) Aluminum Sliding Glass Door I Limits of Use Certification Agency Certificate I Approved for use in HVHZ: Yes FL251 R29 C CAC 17042011, odf I Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/18/2019 , Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance(NOA)for FL251 R29111704201Led` product performance informatio l; anchorage details, and anchor type, Verified By: Mlami:Dade BCCO - CER size, and spacing information. Created by Independent Thirtl Parry: Evaluation Reports _ Created by Independent Third Parry: 251.4 JSGD - 770 (Large Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HLIHZ: Yes FL251 R29 C CAC 17042012,odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Data Impact Resistant Yes t 02/IZ/2020 Design Pressure: N/A' Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance (NOA) for R251 R29 If 17042012.pdf product performance informatlodi' anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER size, and spacing InfoRMiltloal Created by Independent Third Party: Evaluation Reports f 0_' Created by Independent Third Party: 251.5 ' SGD - ]]OHP Large Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ: YeS Approved for use outside HVHik: Yes FL251 R29 C CAC 17042013.0df Quality Assurance Contract Expiration Date Impact Resistant: Yes Design Pressure: N/A 03/24/2020 Installation Instrdalcns Other: Please see Miaml-DadeAunly Notice of Acceptance INCA) for FL251 R29 11 1J 42 ddf product performance ioformatick anchorage details, and anchor type, Verified By: Miami- a` b He BCCO - CER size, and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party; 1251.E SGD-]]OMP (Small Missile Impact) WinGuard Aluminum Sliding Glass Door 1 Limits of Use :. Certification Agency Certificate I Approved for use in HVHZ: Yes FL251 R2a C CAC 17042014.odf I Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes, Design Pressure: N/A ' 03/24/2020 Installation Instructions Other: Please see Miani,de Eounly Notice of Acceptance (NOA) for FL251 R29 II I7C52014.ydf product performance infdroultim, anchorage details, and anchor type, Verifed By: Miami -Dade BCCO - CER size, and spacing Infortnatidn'. :. Created by Independent Third Party: p Evaluation Reports Created by lndep:lndent Third Parry: 251.7 ISGO.; 780 (Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ: Ye 11151 R29 C CAC 17042004.odf Approved fat use outside HVHd: Yes Quality Assurance Contract Expiration Data Impact Resistant: Yes 08/02/2D22 , Design Pressure: N/A a Other: Please see Miami -Dade Uarity Notice of Acceptance (NOA) for Installation Instrudipns M251 R29 11 170,12004,odf I product performance micogmatiLTii anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER size, and spacing Information. Created by Independent Third Parry: Evaluation Reports - _ Created by Independent Third Party: 251.8 , • SGD-2500 (Non -Impact) Aluminum Sliding Glass Door j Limits of Use �1 Agency Certificate 17042005.f Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes odCertification FL251 R29 C CAC Quality Assurance Contract Expiration Date Impact Resistant: No • 05/22/2018 Design Pressure: N/A , Installation Instructions Other: Please see Mlapii-Dade tounty, Notice of Acceptance (NOA) for FL251 R29 IT I7D420D5.od' product performance infdrmatiodl anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER size, and spacing Information. Created by Independent Third Party: Evaluation Reports rr ,_ Created by Independent Third Parry: 251.9 JSGOc5470 (Non -Impact) inyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes; FL251 R29 C CAC 17042007.ndf Approved fei use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/21/2021 lilt http://www.floridabuilding.org/pr/pi app_dtl.aspx?param=wGEVXQ,yvtDgsEt2PTand5bm... 1/19/2018 da Building Code Online Page 3 of 3 Design Pressure: N/A, 'V I,, Installation Instructions Other: Please see Mlalni-Dade County Notice of Acceptance (NOA) for FL251 R29 Ii 17042007odf - product performance Information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER ;size, and spacing information. Created by Independent Thtrd Parry: Evaluation Reports Created by Independent Third Party: 1251.10 SGD-590 (Large Missile Impact) Vinyl Sliding Glass Door Limits of Use )if) Certification AgeeAy Certificate Approved for use In HVHZ: Yes FL251 R29 C CAC 17042006.odf Approved for use outside HVHZ: Yes Quality Assurance' Contract Expiration Date Impact Reslsla t: Yes 04/14/2021 Design Pressure: N/A Installation Instructions Other: Please see MlamFDade County Notice of Acceptance (NOA) for FL251 R29 it 17042005 odf product performance information, anchorage details, and anchor type, Verified By: Miaml-Dade BCCO - CER size, and spacing information. Created by Independent Third Parry: ' Evaluation Reports ' Created by Independent Third Party: qv ,Ye'4t 4 .e =c ;' Contact Us :: 2601 Blair stone Road. Tallahassee FL 32399 Phone: 850-487ae24 The State of Florda Is an EEd employer. Coovnoht 2007-2013 State of Florida.:: Privacy Statement :: Access0llin, Statement :: Refund Statement Under Florida law, emalI address- ale public records. If you do not want your a -mall address released In response to a public -records request, do not send electmalc it to this anh. Instead, conduct the office by phone or by traditional mall. If you have any questions, please contact 850A87.1395. `Pursuant to Section 455.275 (1), Florida Statutes, effective OctaEe/ 1, 2012, licensees licensed under Chapter 455, F.S. must provlde'the Department with an email address if they have one. The smalls provided may be used far oMdel communication with the licensee. However small addresses arepublic record. if you do not wish to supply a personal address, Please provide the Department wgtM3n emall address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please r dick here . Product Approval Accepts: [i CA ® E M. Credit Card Safe r, t ?e ; 3 r 2 •.r. 1 ,r http://www.floridabuilding.org/pr/pr-_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 1 / 19/2018 .1 k %ab I z MIAMI•DADE DEPARTMENT OF REGULATORY AND tC0 BOARD AND CODE ADMINISTRATION DM NOVICE OF ACCEPTANCE PGT Industries, Inc. 1070 Technology Drive, N k m' W1 34275 MIAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 RESOURCES (RER) Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 I www.mi=idade.gov/economy 0 0 rs, 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, Teas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the exration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or t1le ail (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the�gxpense of such testing and the AID may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RE.R reserves the right to revoke this acceptance; if it is determined by Mian i'tDade County Product Control Section-%#iat this product or material fails to meet the requirements of the a icable building code. This product is approved escribed erlIein, and has been designed to comply with the Florida Building Code, including the High Velo ty Hurricane 1 ne. DESCRIPTION: Sers "SGD-670" lumiuum Sliding Glass Doors w/ 90' & 135e corners -NI APPROVAL DOC NT: Dr a , ng Np. PGTO128 Rev C, titled "Series 676 Alum SGD-Non-Impact", sheets 1 through 22 of 22, preps. d b nufacturcr, dated 02-02-14 and last revised on 04/18/17, signed and sealed by Lynn Miller, P.E., bearing the Miami -Da o, 'y Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Mi ade,''q my Product Control Section. MISSILE IMPACT RATIN: 1None: #i proved Hurricane Protection devices, complying w/ FBC, as applicable. are required. Limitations: t { 1. Max eight (8) panels configuration unitTis allowed, having max nominal panel'stize not to exceed tested height & width per tables 1 thru 3. See sheets 6P7 and 8 for Design Pressures (DP), glass types, Sill type for Positive DP limits;•applicable Standard or Heavy Duty parts and anchorage requirements. See Typ. Installation in sheet 10 for straight configured units, sheet 11'for`comer units and sheet 14 for pocketed units. Pockets & Egress requirements to be reviewed by Building official. LABELING: Each unit shall bear a permanent label with the manufacturer's nacre or logo, city, state and series and following statement: "Miami -Dade CountX Product Control Approved", unless otherwise noted herein. RENEWA.Lof this NOA shall be considePed after a renewal application has been filed and there has been no change in the applicable building code negatively'a'ftecting the performance of this product. TERMINATION of this NOA will occur-ufter the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes,"shall automatically terminate this NOAi Failure to comply with any section of this NOA shall be cause for terminationland removal of NOA. ADVERTISEMENT: The NOA number,` preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be`displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entireNOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the jWsite at the request of the Building Official. This NOA revises NOA # 16-0629.03'arid✓consists of this page 1 and evidence page s well as approval document mentioned above. Pi sv Al The submitted documentation was review,gdiby Ishaq I. Chanda, P.E. %) NOA No. 17-0420.09 MIAMFDAOECOUNTY , t Expiration Date: April 07 2020 ,.... . i"_ P� P � , Approval Date: October 12, 2017. �Q2t 11 'e Pa 1 e. lc , [jf PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SU13 IITTED 1, Evidence submitted under previous approvals A. DRAWINGS ,;, 1. Manufacturer's die drawings and sections (submitted under files See below) 2. Drawing No. PGTO128 Rev B, titled "Series 670 Alum SGD-Non-Impact", sheets I thru 22 of 22, prepared by manufacturer, dated 02-02-14 and last revised on 06108/16, signed and sealed by Lynn Miller, P.E. B. TESTS 4 1. REF Test report opyl? Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors (w/ TPS, Super, Cardinal & Duljbseal 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 Idah' is Ortega, P.E. 2. Test report on 1)rAir, Infiltration Test, per FBC, TAS 202-94 2)lUniform Static Air Pressure Test, per FBC, TAS 202-94 . 3) Water Resistance Test, per FBC, TAS 202-94.c 4) Fo; d Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 Along with marked-up,drauings and installation diagram of Aluminum Sliding Glass Doors, prepared by Fenestrat"on Te 6g Laboratory, Inc., Test Reports Xo(s) FTL-5979, FTL-5980, FTL- 5994, FTL-6002, FTL-603A=& FTL-6035, dated 08/10/09, all signed & sealed by Julio Gonzales, P.E. (All above test reportsS'uli)mitted under files # 14-0123.11, #11-1018.17/#09-0826.13) 2. Reference Test report's; on 1) Air Infiltration Test, per FB`G; TAS 202-94 t 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. F 4) Large Missile Impact Test per FBC, TAS 201-94 i 4' 5) Cyclic Wind Pressure Loading per FBC, TAS'103-94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 Along w/ marked -up drawings and installation diagram of Aluminum Sliding Glass Doors, prepared by:Fenestration Testing Laboratory, Inc., Test Reports NoFTL77554, dated 11101113, signed & sealed by Marlin D. Brinsoii,1P:E (This file has addendum letter dated 08/14/14 & marked -up drawings dated 08/19/l4 &T'66cd interior astragal marked -up Dwgs dated 11-11-13, all issued by Fenestration Testing a' 3. Additional REF supporting test # FTL 5254, FTL 5980, FTL 5987 and ATI72138.01-401-18. 4. Additional, Reference Fa9d window test report FTL-7897 (hidinal spacer) per TAS 201, 202 & 203-94, issued by Fens+ration Testing lab (Test report submitted under file #15-0430.08)." C. CALCULATIONS (submitted under file #14-0123.11) 1. Anchor verification grid comparative analysis dated 03/18/14, 06/25/14 and last revised on 01/30/15, sheets 1 tliru 67, prepared by PGT, signed and sealed by Lynn Miller, P. E. 2. Glazing complies with ASTME-1300-02, -04 & -09. C 1 11 iI Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 17-0420.09 Expiration Date: April 07, 2020 i Approval Date: October 12, 2017 y'9 s- �t� ;c a f: PGT Industries. Inc. `1; NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QALITY ASSURANCE . 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1 None. F. STATEMENTS (submitted under file #14-0123.11) 1. Statement letter dated 10/08/15 of compliance to FBC 2014 (5�' Edition) and "No financial interest", prepared by PGT, signed & sealed by Lynn Miller, P.E. 2. Letter of lab compliaace,:part of the above test reports. G. OTHER t.,le 1. This NOA revises # 151013.14, expiring April 07, 2020. 2. Test proposal # 16-0125 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 Garcon; P.E. 5. Test proposals No(s),09-0177, 0177-A, B & C approved by BCCO. 2. New Evidence submitted A. DRAWINGS 1. Drawing No. PGTOI-28 .11ev C, titled "Series 670 Alum SGD-Non-Impact", sheets 1 through 22 of 22, prepared by manui'aluturer, dated 02-02-14 and last revised on 04/18/17, signed and sealed by Lynn Miller, P F. B. TESTS il d 1. None. C. CALCULATIONS ,3 I. Anchor verification calcalkions and structural analysis dated 04/18/17 and last revised on 08/09/17, complying with FBC-217 (01 Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2.. Glazing complies with ASTME-1300-02, -04 &-09. D. QUALITY ASSURANCE.,- 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. �,U. d F. STATEMENTS r. 1. Statement letter of conformance to FBC 2014(51 edition) & FBC 2017(61" Edition) and letter of no financial interest, prep-ed by PGT, dated 04/18/17, signed'and sealed by Lynn Miller, P.E. G. OTHER 1. This NOA revises NOA # 16-0629.03, expiring April 07, 2020. 1 I 1 c I�iN 49 1 KAhol� tli Ishaq L Chanda, P.E. Product Control Examiner NOA No. 17-0420.09 Expiration Date: April 07, 2020 Approval Date: October 12, 2017 E-2 •i ;i "d1 f �k I . i SERIES 670, NON -IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 901135e 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 E13CO. 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 6.14. 4ISHUTTERS ARE REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. 5) INSTALLATION SCREWS. FRAME SPLICES,.FRAMEAND :PANEL CORNERS TO BE SEALED WITH NARROWJOINTSEALAN'F. .... ..,. 6) REFERENCES: ELCO ULTRACON, CRETEFLEXAND AGGREGATOR NOA'S, ANSVAF&PA NDS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL. 7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). '8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE, AS APPLICABLE. 9) TEST REPORTS: FTL-5254, FTL.5979, FTL5980, FTL-5987, FTL-5994, FTL5002, FTL-6034, FTL-6035, FTL-7554 AND ATI 72138.01-1401-18 TABLE B SEE DETAILS ON SHEETS 4 & 5: Glass Type Description (Listed from E)tafior to Inenor) G1 3/1S TEMPERED GLA6 114' TEMPERED GLAS D GLASS.! 5/r AIRSPACE i 3HS TEMPERED GLASS G2A 1'L. 114' TEMPERED GLASS ip?AMPACE. Y/4' TEMPERED GLASS DESIGN PRESSURERATING SEE TABLES 1, 243ON GHEEfS6.7&B I IMPACTPATING NOT RATED FOR MISSILE IMPACTRESISTANCE CODES I STANDARDS USED: .2017 FLORIDA BUILDING CODE (FBC, SIR EDITION .2014 FLORIDA BUILDING CODE (FBC), STH EDTION .ASTM E139MS .ANS9AF&PA NDS2015 FOR WOOD CONSTRUCTION .ALUMINUM DESIGN MANUAL, ADM-2015 .AISI S100.12 .AISC36040 GLAZING DETAILS............ 4.5 ANCHORAGE .....................6-14 DESIGN PRESSURES-..... 6-8 INSTALL DETAILS...... ........ 12-14 ELEVATIONS ..................... 15,18 PANEL / SILL TYPES......... 17 CROSS SECTIONS.... _......18.19 PARTS LIST ....................... 20 EXTRUSIONS .................... 21.22 CERf.OFANM /AEM ArcNorM1 awu p An`I1Or a Frame Member Substrategmnw Min.F49e MIm O.C. oi.rdnw Min. enbeementol Most Inkiness A M2153 SMS, (Fy40 mi, Fua 95 kalY`- 012410 Be SMS, (Fy=BDktl, Fu'110 ka1) All SwNem Plrc (SG • 0.55) 971S 71W 13187 MA T5 ANminun wo' 9116` o.wT A36Steel Ww 9116, OD50' Gn33SUel StW 31S WIV 0.0W(18 G.) 114' Elw AXp tolB F,- 57kAFu196ke1 '- MI Concnle m1n. 222 ka1 1.11T 3 131Y Jamb l P4m0k Filletl Blak A91M C90 2' w r Jamb I P4b0K HNlow Bbck lkI GBO r 3' 1-114` M somllemmne sG•0.55 1• 1' 13�5 B 012 Steel SMS (13. S) (min. of 30wa4a boyan6 motel substrate) All Sa bf Pirc (SG. 0.55) SIR 710' 138' 3-TS AMminun 3!S 9lIS 0.080' A365teel 1 9115 St150` Or. 3351eel Slut YB" 9116' 0.045 1B Ga C IW Elea UltmCoOA Fy.155 keI, Fu•1P keI All Concrete (min. 2.85kel) 1` 1 4' hMe' Jamb)P4mok HP1bo Blook(ASTM C90) — ". 1l4' Elco UbsOnb& :F/=lssksi;F;pj171 ksi All Cancmle (min. 205 a 3412' 4' 131c Jamb / Pi K Ftaed Block(ASDa COO - 2.1/Y 4' 13M' ,denbl PJKwk Hdlow Block LASTM C90 ,- Y 1�f ,I a)r 410 Ea CICD Crvb %T Fy-127.41 W,Fy.16B7 YI- Hea415111 COncreb (mw b35 kN Jambl F4b0k 1 Concrete min.335 .keI Jkmb 1.PePbR 'RV:m Bbck STM C90- All I a... ph, SG • Don '1)W ESUBST DITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE OR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL 2) ALL ANCHOR HEAD TYPES ARE APPLICABLE. 3) FOR STEEL STUDS. MIN. FU. 451(SI, MIN FY • 33 KSI. 4)FR ED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS. 5)ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3THREADS E)(TEND BEYOND METAL SUBSTRATE. ANCHOR NOTES 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, MIAMI-DADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET USE ONLY FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A, THIS SHEET. 3) WOOD BUCKS DEPICTED AS IX ARE LESS THAN 1-12-THICK PROPERLY SECURED. IXWOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1.12'THICK OR GREATER. IX 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 fSlOeUCrREY1BB1 Morpyhy,.Nktk FY.iO. B e.a cme APu,M N'.17-G92n-c4 bt4rml.. D.bAPR T.Z.245 IONW (w,wua cccrr4L . ^ RECORD&TO BE REVIEWED BY.THE BUILDINGOFFICIAL. ' 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 TIGHTTO 311kt I I II I IIJI �.N7%.. J .... 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 : ND 58705 Z tM•'�%� (L BY THE AUTHORITY HAVING JURISDICTION. 'SGDaTc I NITS 1. 1 > 22 1 .PG7'0128 EXAMPLE CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 -f`f--' Jw Jc MAX. UNITN 1 HEIGHT 14 1 PER TABLES 113 MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 I r MAX. UNIT HEIGHT PER TABLE513 . �- rocker I N I _ 1-PANEL 7. — - - CONFIGURATIONS a _MAR. UNA W.�IH --- _MAX_UNIT;Y NOM.PANE DTH PER LES 1a MAX. UNIT f HEIGHT RTA13LES 1-3 NOM.PANELWIDTH NOM PANEL WIDTH PER TABLES 1-3 i I � MAX UNIT ice$ HEIGHT Y� 1 PER I y ` TABLES 13 PWKU MAX. UNIT W IDTH MAX UNIT M HEIGHT PERTAB1LES 1J 5-PANEL CONFIGURATIONS CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE AL50 AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL 'JW.'Jc','Kw' OR'Ke INSTALLATION. EXAMPLE: 0-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE FZ55Zp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. 2) 90' & 135' CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. 'X" = OPERABLE PANEL, '0'= INOPERABLE PANEL, .. 'p'=POCKET DETAIL LETTER I;( W = WOOD OR METAL INSTALLATION I�PZ ..V-CONCRETE INSTALLATION' SHEET NUMBER I" 'I10LOWIDTH=NOM. PANEL WIDTH T- LF DLO HEIGHT -DOOR UNIT HEIGHT 10.125' ANFI HEIGHT=DOOR UNIT HEIGHT-1.888" NOM. PANEL WIDTH I PER TABLES 1-3 - J I pp'p �-- MAX. UNIT QS9 HEIGHT PER 1 ° �B TABLES I-3 Igo` 18 v� 0 PofNEf I E%TE0.pfl m I CORNER, TYP. 1 a CORNER ( OWN INSIDE CORNER SIMTSIDE ILAR) u verme wars ry:nlawPro CEHI.6AU1Mfe9:bJ flu�en 2 - 22 'BO�IIUGTAEVI6Bp Pc WIL IM RWL mrm�cae A�aw..nno 1 u zeo5 * N0.58705 �cu: EXAMPLE CONFIGURATIONS CONFiGURATIONSNOTE& MAX. TESTED UNIT WIDTH = 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS NOM. PANEL WIDTH 355-T/i6"(sa1.9S' HEIGHT 300-7/4'-@96-HEIGHT ° POCKET SINGDTIONSA',"Je. Kw- BOTH JAMB ROOR"Kc"INSTALLATION. LOCATIONS USING DETAIL 'AT EITHER EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE PER TABLES 1-3 1 1 3 J pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION MAX. UNIT jw HEIGHT, 1 96" OR 120' J� NOM. PANEL WIDTH _ PER TABLES 13 MAX. UNIT HEIGHT t PER TABLES 13 WIDTH - `r--' i CAN BE OXXXp. is 1A 1 2)90°8135°CORNER CONFIGURATIONS CAN BEACOMSINATION t t OF ANY 2 STRAIGHT CONFIGURATIONS. t 3) FOR NOM. PANEL WIDTH, SEE TABLES 13. %// • Eoc I n 'X' = OPERABLE PANEL, '0' INOPERABLE PANEL, •P^=.POCKET, _ 8-PANEL CONFIGURATIONS ,. ITIER 1" ,�UETAIL LE ` - NJtiTH � _ h - WOODIFT MF_TALLLATALLATIpN MAXUNIT ��,.� f _: -,,. - ETE INSTALLATION 1 L—SHEET NUMBER 13 t 1 1 dw do DLO WIDTH=1dOM. PANEL WIDTH-7" tS 1 19 1 ld DLO HEIGHT=DOOR UNIT HEIGHT-10.125" 0 PANEL HEIGHT DOOR UNIT HEIGHT -1.866" s mcr i g MAX. UNIT WIDTH P .. PER TABLES 13ejwyau - `�--� ,,id FnOa�icc AevtsF� 1 1, to 19 t O�O bW 6c4¢ewi0 fee fuNW 9 1 I�C�- A't�WeM Na -O I Af �YV3/ 1 t8 1 I, ¢ y EybN� 0.1cTo]o HEIGHT T 1s t 1 C PER TABLES I3 Hu l� p _T '�� .`` pr1Y LYNN ' f _rlr__CENSF •`/�C 8-PANEL CONFIGURATIONS '+FP = No. 36703 roro rzflfNaocvw+NE 0F/ n vrv�cE. n.a,x7s EXAMPLE CONFIGURATIONS %�'"FS,.RoRION 1nt11Aea1an SERIES 670 ALUM. SGD-NON-IMPACT �''.STONAL ENE. JR OGDYfI �C NO CHANGES]MS SHEET. �Rr arxs: - °� wer<. 1°"` A�LVNN�NLlii2 PE. - Scpam NTS 3 e 22 .PGTO128 , C RE58705 GLAZING DETAILS (G1 & G1A) •, GLAZING NOTES: T=TEMPERED 3/16' T GLASS T4 EXTERIOR 82 3/4. NOM. GLASS BITE i8 I EXTERIOR Y v 3/16" TEMPERED GLASS TYPE G1 �pwf) mfm LFHT.OFAVM. &BdB wrmvnomn zromw�ry awc IAYIIBA�AL81'• dnooucrREv� Ae¢MPMe¢ Wd.H[FleM{ A.9. . Mh,rga i tC.oa10 No.58705 •P �r , S'Q 11,1110 , ` A. LYNN MILLER, P.E. .-. P.EIHML LAZING DETAILSAIA%�t`S.'•.`.SoRmt.._�``�?: ERIES 670 ALUM. SGD - NON -IMPACT scuero -4 NTS 4 -22 av+vw POT0126 em C L i a GLAZING DETAILS (132 SL 132A) SILICONE HOT -MELT BUM ' STRUCNRNE 1"NOM. STRUCTURAL SILICONE sHW NOM. FOAM POLYISOBUTYLENE 1/4•NOM. WITH 3116'T GLASS WITHDESICCAM \ OESICGNT 1 SIB"AIRSPACE EXT.GLASS E%T. GLASS WIT T GLASS 74 EXT/ELR�ICR �IM. GLASS INT. GLASS f a3 KODISPACE SUPER 'x'�4SGTPS 1¢s ' 12a12 3/4'NOM. SPACER"'NXT]" ! -- GLASS - • BITE . - �Y L - �/ I T9 55 ALUMINUM REINFORCEMEM p YISp DESICCANTFlLLAREA 1" I.G. GLASS, TYPE I BLRYLSENNEE WlVNOM. W11. NM. SILICONE SEAL BUTYL. is ROLL{p g E DESICCANT— FOAM STAINLESS STEEL EXT. GLASS 1"NOM. +IIII EXT. GLASS T/4' T GLASSI INT.OLASS INT. GLASS 1/2' AIR SPACE a OOUC rRE1'1® 1/4'T GLASS• DURASEAL® ru XL EDGE owpgl.a •+o a.n.las e"rl,ae"a. ]4 la: SPACER lzr SPACER Ampu«No 17 nu7...p5 Eyl,rf�0.N EXTERIOR a B3 GnYrE I -- 'Iti t2i1zT'"• 314"NOM. GLASS BITE 79 °Part# Dastiptlon Metarlel' 124 IK=meding4SGTPSSpmer5ystm 125 Guanex Super Spacer III Hot Melt ButylSheet See this fur 126 Cuanez Dumseal Materials 127 lCardinal %L Edge Spacer Ipuulo 55 REFERENCE TEST KERORTS: FR49717, 8958 a 8970 �� aIV NIV I, `��: "LICENSEi�C 1" I.G. GLASS, TYPE G2A _ * : No. sa705 - PO'.. G T o GLAZING NOTES: "1'=TEMPEREO ]H tEA(CE rt.M9 lu# I Nil GLAZING DETAILS ` SERIES 670_ALUM. SGD - NON -IMPACT iSIDNAL '111 NA .....`` a{mWi] C NO CHANGES MIS SHEET. cmnoF4urH. peas ilI1.rn true �+ ® C A. LTNN MILLER P.E. P.Ek58m5 �. - -- ^]P]+me^ucrc I a06eiii NIS g Z2 PGTDI28 I Design Pressure (DPjand Anchor W antlies Required, (Ter all approved eonfiguneons on Sheets 2 & 3) Furcornerubagal er¢narega W W or Ins' carerul ta, am shed 11 Tells opens to all Glass types and Wpr turnHelgtn tie SWAsIni lypas shrtxn helm. Positive(•) OP my be itnaed by Table In 09-1e'DLO - 79TAr Me Mclnr CapuD KnR7'Gwp AnclmrGmup PncMOmup A B C 0 A 9 C 0 A B D A B C D Orsonre «910/4271 •90.0/420 a90,0/410.8 a9p,0/-f029 1T HnaNSYI GH UH G•1 GN G•1 GN G+1 G+1 G•I G+1 G•1 U+1 G•1 Utl Ci•1 G•1 24, Mo Jemb 18 8 a B 10 8 8 8 10 1 8_1 B 1 0 10 8 8 8 p4mx BH ON 6V BN ]•e ]•0 I.8 7+0 7+8 7•0 7+8 1 7•0 ]+8 T+0 T«B 0 Coal Pness. -W..0/-IOS9 +90.01-m0.2 HO.OJAI.T -65.3/db.3 2r HeeWSill G 1 GH G+1 G+1 Clot G+1 GM GHF-71.6/41a UH U+1no .pme 10 0 B B 10 8 a b 8 8 10 P-0mk 6N BV BH B+T •0 7•B AB ]•8B T•B T.0 +8 h0 VB y.Jos nprossure +90.0/929 .9T31fi1.300/d0 +718/-T38 G.1 c1+1 GH CA+1 G+t C1+1 Gatf Ury N G+1 G•1 GH Gat .emb 10 8 8 8 10 0 8 B 81 10 8 8 PJmk - 8+T 6N Ba7 .ea] ia8 T•B I«8 ].e8 AB 1• ]«8 hs nPrmsme .817/�l e:. +M41-78A...wM 6/716 ru581-658,Horan"'G•2Gap G. G+2 Ga2 G•2 Ua2 G•2•2 UH G+1 0.' iAH UH rq 142: DAhop 10 8 0 F 08 FbW.8!T eNe 7.0 d•e4 .Prmxute' ••-+T711-7J:1 .�.. +720/-R5 d;! '. �:.:0 al' HmN5Y1 G•2 G•2 U+2 G+2 G•2 G+2 G+2 Ga2 G•2 G+2 G•2 G✓1 U.2 U.2 G+2 G•2 DLO Asom 10 8 8 e 10 II 8 8 10 0 0 e. 10 B B 0 Palmk B ' e•7 BH 0•] Fa0 7+0 7+8 7aB 7+8 7-8 7.8 7-8 TB 7+0 7-8 7.8 @sOn Pmsrxe +R5/-Y1.a +8T41fi).s +0f.0/dl a51.7/3a.7 4Y Hmd3p G.2 CA•2 %Z.2 G+2 Ga2 U•2 04•2 G G G•2 G•2 G•2 Ga2 Ga2 G•T G+2 0LO I I 10 1 8 1 B B 10 A 8- 8- 10 B B 0 10 8 8 8 Piece BN BN B.T 6•] A. T+0 A6 h0 I " 7«8 T+8 1.0 7+B 7«8 1+8 Des nPrtsawe a69.1/d41 +GO/fir .5T.6/dL8 .508/dais 53' HmNSiI G+0 G.3 U+2 1G+2 Ga2 G.2 G•2 G•2 us.2 G•2 G•2 G•2 Ga2 G+2 C4 +2 G +2 or DLO Jamb 10 8 0 8 l0 0 8 B 15 0 8 0 10 0 0 8 P-0ppk 6N 1.1 .1a.T i+e 7.8 T+8 ia8 ]+8 ]+B T.0 ]•8 7•B T+6 T•B T+0 SHI Height to tx1=. (+) DP (Water Inhluation Rating) Sill Riser Height (.)Design (Flat or Box, see Pressure, psi Sheet 17) Flash -1-1/Y see We lrnv-2-i/Y .46.e7 High -e ON LENGTH OH LENGTH-F. OR RATIO= OH HEIGHTTH x SI OH RAT1021 x Oj _L TE" I-3 SEE NOTE 3 NOTES: 1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 4-SILL. 2) WHEN USING THE 2-1/2' SILL; POSTIVE WATER DP IS 4667 PSF MAX WHEN USING THE 3-1/4' SILL, POSITIVE WATER DP IS 60V PSF MAX. WHEN USING THE 4'SILL, POSITIVE ' - "WATER OF IS GOO PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TAILi IA., -� 3-t.4''AND Q=121 S1LLlHB(GkYS'ARE TESTED : OR WATER INFILTRATION WHEREAS+- THE 1-12' SILL IS NOt AND MUST ONLY BE USED WHERE WATER kESISTANCE IS NO r 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 INFILTRAT ON. 4) SEE SHEETG 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN FOR EXAMPLE ON USING TABLE, SEE SHEET 7. REQUIRED. DLO WIDTH =NOM. PANEL WIDTH -T 6)JAMB ]WCHIORS ARE SPECIFIED AS THE TOTAL /] QUANTITY. DIVIDE BY2FOR PAIRS TO BE INSTALLED. DLO HEIGHT=DOOR UNIT HEIGHT-10.125' � PANEL HEIGHT =DOOR UNIT HEIGHT -1.866' _.._ __.. _......_ .-_.. ....�.....0 +....ten mru nn ucrn eno noon v • cov.1..111 a na.n. CADT r11aaFNCIIMIC annl CHFFTC 10. A 1e Fl1R 4SSFb1RI V DFTAII F iuc rvuvr. m.. ....cc , Intedxk ..............._... ' 'F41ook Lodstife@lamb a al StraightAstragal sembLT' ��C ledle W ",'1t1a `�'='gM atragal ., _ 90'ASVlbly Assembl_� Lo-u ais 90'Jstra"sa: i 13 ssemb gal luembiy Lock 35'J le@ 135'Jstraya Standard Stiles 'Standard Stile Standard Stile Standard Stile • 1�Standard Stile Heavy-duty Stile Heavy-duty SLlw, Hem- aW-dury5tile Heavy-duryStile �[ Standard Assrl5al outside Outside Comer Inside �r Corner Inn e Corner Dutside e ''tom Inside Co(= m�I Corner Part 860(x21 Part860 Part 060 Part 860(Stile) part g6](Astragal) Part 860 Pan 861(S01e) Part NJ 18 (Comer Receiver) Pan #119(Out.) Part #120(in.) Part 861(SBIe) Parts H31&832 (Corn. & Fxd Mount) Part461 JR1.JE7 o!U HLurn. Oaav - rvv1119mrnH r 0+W7 C� REVISED 7ASl 1. LERn OfAUnL RD7[0 s.rr. a+resr ° ,sGDe]D - �S 6 ' 3 f uT0120 * No. 58705 %r - D /� '* ;0 -xL si i i� . .- E T TABLE 2: - D"Ign Preasure(DPI and Anbhor 0uandtlae Re mod ... 11guia#ono on Shoots R88) - - Far er0e9cl encM onWwl]5'c o erem eMel tl mar TRb MPAee+a 09 Ele6f l m-nd 04' eP lhilr n HC t0Y 1 11<- 1aa' 0"wIenx lw,P Olwvm Ty la•oLo io-+a' Lo / 8-le•oLn : e9.1 o f01 /6'ELo im1/0' Lo rp. :cup Axaor m:P AWWOMP ornwp mu0 x ne Group rcew wp WN .. P.t. I-) DP maY m IIretW M T.S.M C E A B L 0 A 0 C n A B C o A B C n A B C D A B C O A B C D Re vluaua A B .man+a.o .00,0/nea.o .BJBn+nO .BaO/-na0 .wo/.1mo . .BaO/i].0 .e0 / ao G•1 G+t GH GN GH G+1 G+1 GN G+1 GH G+l G+1 GH CNt U•1 IT IkaNBIY UH GN G•1 GH G+1 Grt CM1 GN G+ GH GN GN UM UN Uq oN1 oH1 11 Gn 8.10 8+10 0+10 0.10 0.10 W10 PJpoY 1 0 9+0 ] 8 T•0 I B i 0 1 0 ] 0 1 8 ] 0 i D 9B0 ] a AB i B > fl .naa/-++Se 0+9 Bre B+B N9 G9 BrB B+9 B+0 d10 B•1D .9Jan+Os.i .Bo.O/d99 .80.0/5s+ .eze/ate Rspn Pnaeun .BO.a/n1/.9 +900/431, .BaOnrzx.v Ca•1 CB+1 Url G+1 EYt U•+ CBH LNI C5+1 f5+1 C6N f5r1 U+1 U+1 G+1 CB+1 CH1 CB•1 C9N P3• IYeN5111 Ca•2 G` S GN1 E5+1 C5+1 C5+1 U.1 CS•1 CB+1 C5+1 CNt G+1 CSr1 m +0 +B a l0 +0 10 11 +D +0 +0 a l0 +0 m ,30, dA Jame 1R +0 a 0 u 10 e e u 10 a e u u +9 0.0 a+9 d9 0+9 Br0 &9 B•B G1D B•10 aH0 B•10 0+10 9•+0 9r10 9N0 P;W 9+8 0+9 a+8 B+B Br0 Br0 D+8 8+0 0.0 B•B ar9 a•B 0 0 +900/C5+1 •Ba3/-05.] P rNe +00.0/-1138 +90.0/-1tDA +90.0f f0&7 / •1 CN+ EH1 C6+1 G1. Eae+ Ca+1 C1. CB•+ fS•.t CB•1 U•+ U•I +1 tl+1 Ca+1 os0l Col Ilum U.1 4'S•1 EYS C5+1 CS•R C9+x C6+2 CS•3 U+2 G•R G+3 • 1 12 f0 10 10 12 10 10 1D b 10 10 10 12 1a D 9 11 t0 0 e 13 10 0 B 11 R 10 10 10 B+B B+9 wS1/'ABI &B B•+0 B'a00.9 BNO BNoD/66a wt0 Am MmL 0+9 D•9 0+0 B+B 9•B Br9 8•B B.0 B.0 D+9&0 0+ • 8+9 M9 ;/ pA We Pm59ure +BaO/A/1.8 .. 90.0/-Id.a +"01414 .B CS+R Cs+z CS•R Q+ U•z G+a G+S Cae3 CSaR U•a C+3 CD•1 Es+t Cs•3 CBN Ca++ L5+1 U+1 C8+1 ENt Wa1510 CSra C5+3 CB+a U•3 Ld1 C5+2 L9+3 Ce•2 t0: B Ed3 G+z GHR u`S+2 1R 5 B IY ]S 13 '. .10 10 10 13 1p 1D t0 b b 10' 10: -13 10 10 10 5:u. Jomb- 6 y DLO. 13 10 0 0 'R ..6; '9 -10, B e 9+B1 A+B" B•B 0.9 'ar e B B 0 0 0 0 01 B•9 9+B a•9 W10 0.10 9•.ta 0+10 B•10 8+10 B•10 910 vPJgoY 0•B 0+9 8.. 8r9 8 9 a 9 B 0.9 B>.9/-0i9 a0.0/-010 • B/ 2]0 +DBa/dBe 0/-01.0 "- +Daa/8M10 Cc pnp Ny +900/ fOYB - 000/ADp ^12 1a Uz C-9.x x c9sH0z c0+sm120 JJ 7 � 1• 0 'v MwN9 !-.!•et•zB c6.z G a t I. ?2 n0z6C r .1101;a_0I 51IS .cBasNz.] O B•0 IB- 231 0101 +19 040 9 p.l.a,mrobN 0'8.9.' 91.09 Ba•Y 0 b0 MY 9N+S0 0'1•DB BdBB, Ba .,a E•0 6+6 0.8 a++o0 0m+B a++v0 0II•B Bt•0Y 81+D0 CWI9n PrtD3w +BJ.O/d0.0 U+3 G+] G+2 tM2 +1121- ..2- G+R G+x G+2 G+3 G•3 G+3 G@ 4+3 v G@ G+R G@ 04+3 d, M DLa HenNS10 �l 9zmb PlM 10 T+B e NB a e a 7+0 AB AB hB h8 I+a ]+9 9+8. ]+0 ]+0 ]•B ]+0 T+a 7 NalemllabBin lMss Gxee +efl0/H.O •B-2/ - LVS Pnaeren +99.1/ABS ++31C4+3 59• HeaWB® U+3 G+9 Gq EH9 GN ID Ur3 G•9 a 9 G+3 fi Grx fo G+z Grl e e Grz 9 CN2 W U•1 B -0 G•2 U+z 9 0 , m- m.o .romb PMdr +o n0 e LB 0 e >.a ➢+0 »e 1+9 1+0 Fis r.6 1.e '!+a ns na 1.e ve Le THE FOLLOWING STILE& Interlock ASTRAGALTYPE55HALLHtuS P-hook Lockslile@lamb Staight Astragal Assembly Inckstlle@ Straight Astragal -•+•-.••- 90'Astragal Assembly -.--....-.... ------- Lockstile@ 90°Astagal 135°Astragal Assembly tockstile@ 13S'Astragat Hea u 1 eaW-du Heavy-dutyStile Heavy-tluty5tile Heald-dutyStile Heald-tluty Sole Heavy-duty Stile Heavy-duty Stile Heavyduty5tile Standard Astragal Outside Camerr r Outside Corner Insl e Corner tnsi Corner outside °�{� Inside Corner'II Corner part#61'(Stile) I IPin#61 Pan N6115ti1e: Part#118(Corner 'art #119 )4u[_) wart#61(50n) parts#31&#32 Part#61 Part p61 (x2) Part#61 'Part1161 Part#67(kar, l) Receiver) Part#'.'0(InJ (Corn.&Fxd Mount) Sill Helght to Max. (+) DP - (Water Infiltation Rating) Sill Riser Height (♦)Design (Flat ar Box, see possum, pst Shael l7) Flush-l-1/2' sea nole3 Low-2-1fY +46.6T sg0.0 Hgh-4' S TES 1-3 " OLD WIDTI; .yNOM.;PANELf IDTH''7'�-..`h DLO HEIGHT= DOOR UNIT HEIGHT-10.125" PANEL HEIGHT= DOOR UNIT HEIGHT-1,866" PetORBCFREVP9® L•rsp118p .ib tls Fledde Rv9xuROBBD Aneyrcoee Np�o� E1phWe0 Bete R %4- 9Ua' Pra4Pu�d^. 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 3-114" SILL, POSITIVE WATER DP IS 60.0 PSF MAX.UOHTHWHEN USING THE 4"SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRES. UNCHANGED). SEE TABLE 2A.3)4%3-1/4"AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHERFASTHE I-1/2'SILL IS NOTAND MUSTONLY BE USED•WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS f,"' 10ENgE'- �<PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR RATIO 21�WATER INFILTRATION, No. 58706 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION: OH RATIO = OH LENGTH5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. Ir 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO REINSTALLED. OH HEIGHT SEE NOTES :%1�•'., 5� p� 0/ EWl. CPAY7H /A3B -BDDu7D I NTS 1 7 a 22 vnnm• A. LYNN MILLEr1 P.E. P EA 58705 ;` a � _ � _ ��.re:.. r t ! T% � �:1 � )' ��, ... .� i .. J '� Design Pressure (DP) and Anchor Quantttles Rbqulrad, (for all For comer asm,,[ anchorage on s0' or 135' col Table applies to all Glass types and Ore StilelAstmgol typee.t belmv. Poutiw I+) DP may be limited by Table 3A. D & - OLO YT10' DLO Anchor Anchor Type Anchpir0 A B C O A B C Es."m Frees. - •G+1 17' HeaNSiO G+1+GH G+1 G+1 GH G+1 24' OLO Jamb 10 e 8 B 10 B 8 P4n•k ]+e 7•e ]+B NB 7+8 i+B 7+8 Design Prassue +50.0/-159.5 +90,01-150.3 23' HeadlSL G+2 B+2 C5+2 CSa2 C6+2 C8+2 LY2 � DLO Jamb 14 12 e 8 14 12 e P4vak OHO 9H0 8+10 BNO W10 8+10 8HO Desi, Pnaswe - +0p,0/-139.d +N..0/-.a Headrsol C8+2 LB•2 e3+2 C5+2 CB•2 08+2 C5+2 DLO Jamb 14 12 B aye 14 12 e 11a Pho k 9.10 BHO OHO 9+10 8+10 9+10 I 9+10 $ ned, Pmesara +00.0/423.5 '- +00.0/472E Sys Pea ai -- G+2 ce+z r2 f +2 cr.+2 C6.2 c5+2 4r OLO Ja06"wa a14 `12 •8 1B 14 11 B P41eek 6H0 Hp OHO Belie 9+10 8+10 9+10 Dexpn P... +00.0/-i1ST +90.0/-106 41' Headr3ill C6+3 C6+3 CS•3 OS. C8+3 W+3 C5+2 48' me Jamb 14 12 0 8 14 12 8 P4mk 9+10 8+10 0+10 9.10 9+10 9.10 BHO DeaignPrexsom +iel +1T.2/-112 4T tketllSel " G+3 G+3 G•2 Gat G+2 G+2 G+2 OLO Jamb 10 B B B t0 8 e P4mk T•8 ]+B 7+B T+8 7 ]+B T+e Casaw, Pnsxve +]O.2/-TB.2 *73.3/-733 53' HeaNSOI G+3 G+3 G+3 G+3 G+3 G+3 G+3 as pI0 Jamb 10 0 B 1 8 10 B B ,u, 7+8 8]se]+8 T 7+0P FORF EXAMPLE ON USING TABLE, SEE SHEET DLO WIDTH = NOM. PANEL WIDTH -7• DLO HEIGHT = DOOR UNIT HEIGHT-10.126- PANEL HEIGHT = DOOR UNIT HEIGHT-1.866• Sheats 2 & 3) Sill Max.(Walarhtto Wat3httsu (Sill Riser Height (Flat or Bon, see Sheet 17) P Fiush-1-1/2' I see note Low-2-112• 1 +46.61 Median-S-1/4' High -4' SEE NDT ES 1:1 OH LENGTH I- OH RATIO 2 1 OH RATIO = OH LENGTH OH HEIGHT NOTES: 1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE d• SILL. .2) WHEN USING THE 2.10 SILL POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 34W SILL POSITIVE WATER DP IS 60A PSF MAX. WHEN USINCT.-IHE 4 SILL. POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED) ° SEETABLE3A'.,1 r 3) 4% 3-1/4- AND 2-1/Y SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2' SILL IS NOTAND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3MAY BE USED WHEN THE DOOR IS PROTECTED BYAN 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 EE INSTALLED. THE FOLLOWING SiTIL&6,P.SI6AUP_L Interlock �:P-hook lxl•es srwu oo Lockstile@lamb wcvrv�ipo_.,==�, 'S1elghtA51l. fiat Assembly ,.�.......-.-........ LOUztilo@' t F.Straight Astragal _.."'- To tr„al Assembly '--_-----._ � e[ nI Qet nl Q 90'ASVa8alnu _135'Asaagal - Assembly LocksOle E. 135'Astragal Heavy-dury501es Heavy-dutyStile Heavy-duty Stile Heavy-duty Stile Heavy-dutyAsVaeal Heavdury, Stile =''1� Heavy-dury5tile Ou[slde Comer, ,rv`"14fm-► f 'II Heavy-duty Stile Outside Corner Corner Heavy-dury5tile Insi e Corner Ounitle Heavy-duty stile Insidelde Cor Corner part"I(a) Part 961 Part8G1 Part p61 (Stile) Partg6g(Astile) Partk61 Part H6115Ne) Part#128(comer eereiver) part B119 (OUL) Part#119(ou Pan #61(Stile) Parts 1f31&832 (Corn. & Fkd Mount) Part 151 rF.r oeA al rcraawmaax sooam I NTS 1 8 • 22 1 PGM128 I C CYODUCf REk't00f3p �• [anpeLO.tro Os7bYs r �wwe. w 17-o47d•o, .. SEE SPLICE NOTE, THIS NO FRAME •8�9 P-HOOK ANCHORAGE CONSISTS OF: JAMB - (8)P-HOOKANCHORS, REQUIRED (PERPENDICULAR TO GLASS EXTERIOR PLANE) SEE TABLE 2, SHEET .;� POCKETS AND SEE POCKET (9)P-HOOK �--___ JAMB MOUNTING .,;`•INSTALLATION, ADAPTER P-HOOK THIS SHEET ANCHORS MIDWAY 1 o 8 SHEET 14 BETWEEN P-HOOK I ANCHORS 8 AT 3" ;.l FROM TOPS z tq BOTTOM i °z i MAx.0.0. •MAX 10 OPENING i�0+o' I EDGE OF POCKET SEE i n INSTALLATION 1 DETAILS JO' 8 •Kc 'END PANEL SHEET I4'B PART!, t�L SEE-05-CLUSTER SEE'C5' CLUSTER MAX. UNIT WIDTH SEE'C5' CLUSTER DETAILS, DETAILS, SHEET IO FOR ASTRAGAL DETAILS, SHEET 10 FOR REQUIRES "C6' SHEET IO FORINTERLOCK 24"MA%. O.C. INTERLOCK NOM. SEE NE * \ PANEL WIDTH DETAILS, SHEET 17 DETAILS x x x 6'MAX. x �I\ / x "xxx *f I� x * 3•MA%. * x x p 4 PAIRS OF. .=FRAME ANCHORS l0" ANCHORS 96• UNIT 31•MAX. (TOTALS ANCHORS) 14' MAX O.C. HEIGHT OL. PER JAMB 0a=P-HOOK ,ANCHORS x x� (SEE JAMB DETAIL �al m a P HOOK I LOW); - x, °MOUNTING 3 MAX ADAPTER I -e :'- 24 MAIC, °FOR .(2ANCHORSj—9 JJ-E:P 'A " P-HOOK AN CRS y: t `itI : I J r " . EN)PANEL ANCHORAGE ANCHORS END PANEL ANCHORAGE ' : x * �* *x v2 * x xxx x x x " -..(S 8•MAX SKETCH BELOW)E \ T SKETCH BELOW) (SEE SKETCH BELOW) yp AN ANCHORAGE gVOHORAGE CENTERLINE' S•M^'1'•TY°' AN ANCHORAGE ANCHORAGE ANCHORAGE OPPANELI 2.04' 24'MAX EXAMPLE:5-PANEL 2TRACK go- OUTSIDE CORNER - gYJXXO -EXT. MOUNT POCKET ANCHORAGE PLAN: O.C. 42'X96'NOM.PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 2, SHEET7) 6• SPLICE NOTE: NONSTRUCTURAL ANCHORAGE EXAMPLE NOTES: l 1) APPROVED ANCHORS: SEE TABLE A. SHEET 1 I 2) ANCHOR LOCATION SPACING FOR ANCHOR 42" CENTERLINE OF QUANTITIES SPECIFIED IN TABLES I3 SHEETS 6$: NON. • INTERLOCK HEAD 8 SILL: 8' MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE TABLES, PANEL SEE'CS'CLUSTER SHEETS 63 AT EACH INTERLOCK AND STRAIGHT WIDTH DETAILS, SHEET IO AND CORNER ASTRAGAL LOCATION, PLUS FOR INTERLOCK SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE "*2"ANCHOIRAGE ANCHOR$ PER PANEL. ADDITIONAL ANCHORS 24" O.C. MAXIMUM. ANCHORS MAY BE ADDED AS NEEDED TO ALIGN THE WERIOR HEAD ORSILL WASPLICE 21• OCCURS AT THE P-HOOK. MAX. O.C. Rt000Cf 9EYm'PD � ue Ra14f b»•p!W .Win{0uY 5.64• Ar°:Paxx tW 17-da7e.n5 B.fhW Brn��ya 6'NAX. LMGP wC 3.5' :.CENTERLINE ' AJ MBSBP-HOOKS: 6' MAX. FROrd BOTTOM, 21- MAX. ANCHOR -PAIR O.C.{JAMBS,' 14°MIAX. ANCHOR 2•TRACR — .OFPANEL2 O.C. (P-HOOK) UTILIZING ANCHOR- QUANTITIES FROM APPROPRIATE TABLES; $I'.EETS 83. SEE FR RE JAMB P-HOOK ANCHOR DETAILS ON SHEET 14. ANCHOR PAIR REQUIRES +'2'ANCHORAGE SEE'C5'CLUSTER END PANEL 'C6' CLUSTER SEE CENTERLINE CENTERLINE .I _OF DETAILS, SHEET 10 OF ANCHORAGE DETAILS, SHEET 11 I FORASTRAGAL r (2 ANCHORS) 8• INTERLOCK 35• ASTRAGAL MAX 11111iiilrr° — EXTERIOR L�CENTERLINE OF PANEL 8 SEE SHEET 11 FOR OTHER INTI ED EXpNPtETO NEW ANG10R OUANfRY. No. 68705 ' CENTERLINE I� CENTERLINE L_ OFPANEL4 '�2'ANCHORAGE OF PANEL(Ir_ r T'oPAum.P2sm lu •P�.x,�°, .,....� °... ..... ,°".. - w BWdlp ' NTS 9 • 22 o..�a PGT0128 u ASTRAGAL OR I�SPLICE LOCATION INTERLOCK'�'I IF NEEDED CENTERLINE I ' 3.5" 1,75" A . 2.04" I EXTEFRIOP 3.6. 7" v 2-TRACK FRAME HEAD/SILL _ASTRAGAL OR INTERLOCK INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR INTERLOCK—, CONDITION, USE INTERLOCK CENTERLINE "C6" CLUSTER DETAIL) CENTERLINE I 6" DIAG. 'LICE LOCATION 2.04" NEEDED 2.04" l 1.75 EXTERIOR 27" MAX. O.C. It 7" - 2-TRACK FRAME HEAD/SILL ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,-C ') x ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE-- ASTRAGAL OR INTERLOCK,-- - I"NEEDED INTERLOCK-�'..,.JNDRION US I 4 J.; INTEk/OGK+�:', CENTERLINE CENTERLINE "CS CLIJS,ERDF4llI ` CENTERLINE L, 3.5" T 2.04" 4' 4.08" 4.08' I EXTERIOR 4" DIAG. EXTERIOR 3,5" 2.04" EXTiRRROR PDIAG.7" EXTERIOR �/ C1 2-TRACK FRAME HEAD/SILL a�ASTRAGAL OR INTERLOCKOR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "C5") EXTIE 'TRIOR J''� JJLL v 3-TRACK FRAME HEAD/SILL V 3-TRACK FRAME HEAD/SILL V 3-TRACK FRAME HEAD/SILL (Q ASTRAGAL OR INTERLOCK Cd ASTRAGAL OR INTERLOCK R ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER(USE WHERE 6 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,'C4') ANCHORS ARE REQUIRED, C5") ANCHORS ARE REQUIRED, -W-) ASTRAGAL OR I —SPLICE LOCATION INTERLOCK yI IF NEEDED CENTERLINE I 4-TRACK FRAME HEAD/SILL R ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") ASTRAGAL OR � (FOR SPLICE INTERLOCK CONDITION, USE CENTERLINE C6' CLUSTER DETAIL) 4TRACK FRAME HEAD/SILL Cm, ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "CS") ryupamlEm CERI.OFAUIH RB1Bp 2,04" 21" 5.64"- MAX. O.C. 6" MAX. �F2-TRACK FRAMEJAMB IR ` L 6* MAX. ASTRAGAL OR (FOR SPLICE INTERLOCK CONDITION, DO NOT 1.1l .Rl 1.USE THIS DETAIL) ANCHOR PA 4 •+ 4-TRACK I a. --fi�DIAG FRAMEJAMB r^- 14,..EXTERIOR .. ANCHIHORPAIt .. ANCHORS MAY BE INSTALLED 21" EITHER IN THE EXT. OR INT. MAX, TRACK(INT. SHOWN) O.C. ) DIAG. 5.64" 6' MAX. 3-TRACK FRAME JAMB ANCHOR PAIR FOR SPLICED CONDITIONS ONLY: SPLICE LOCATION 7IF NEEDED +1 3.5" I~ --I 3.5" 1— _._ 4TRACK FRAME HEAD/SILL @ ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED. "C6") WITH 8 WITHOUT SPLICE CONDITION ,sc o I MS 1 10 a 22 NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 2. FOR HEAD OR SILL SPLICE LOCATIONS/ANCHORAGE AT P-HOOK SEE SHEET 9. mftuc E9EVAM A<npTeae Ne 17-p4Jn./Y) Eap4Wr Ole�7i-� . WrVPa—�pyy � ' j * No. M705 +may* 0' A. LYIA MILLER, P.E. -I PEtl V05 e a.: � i a i� f I �. � l a .i. � ,. r' �� - ._ i � ' i .1 1 �' .. . , + . J6.12*1 2.04° INTERIOR 2.04'--` INTERIOR 2.04' NOTES: 1. ALL DIMENSIONS SHOWN INTEROR - 7" ARE BASED ON MINIMUM 4' DIAG.?j4'DLAG.' 8.94" ALLOWED. 6.12' 3.5' 3.5 2. DETAILS DEPICT ANCHOR NTERMEROR 1 7INTERIO *!�RIOR QUANTITY AND SPACING, 90° 3. " 1 " EXTERIOR AND WOULD BE IDENTICAL EXTERIOR EXTERIOR 4" OIAG. 4' DIAG. FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. _"N'ANCHOR 4• 3.5' 4' 3.5' 34- 2.042.04' i 2.04' EXTERIOR i 4' 2.04804- E%TFROR 90° CORNER 90° CORNER 135-CORNER 135° CORNER I--�CENTERLINE 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL ^-TRACK FRAME HEAD/SILL I`OF PANEL (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED'M ANCHORS ARE REQUIRED.'C6-) ANCH&SARE REQUIRED,'M ANCHORS ARE REQUIRED,'C6") '+2'ANCHOR' 4 08' INTERIOR _.F. RIDP 0. FRIOR- 2.04 ° r - apV. � ,I. ANCHOR ia'DI,AG I' 4' DI AG. 4 - - — 1..,� I INTERIOR 3.5", INTERIOR " 3'S° CENTERLINE 90, 7° 135° OF PANEL I _ EXTERIOR 3.5" '+3'ANCHOR 4.08" 4.08' - p 5.37' G. 5.37" 0 AG. CENTERLINE 204' 3.5" 4' 3.5' 4 OFPANEL 3.5' EXTERIOR EXTERIOR % 4- INTERIOR ON '42"ANCHOR 7" 4-DIgG. 7" ExTERIoa ALL CENTERLMEOFPANEL 90° CORNER 135° CORNER n VIEWS 2-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL V (°C8° ANCHOP CLUSTER REQUIRED ('CS ANCHOR CLUSTER REQUIRED L INTERMEDIATE ANCHOR LAYOUT AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4'DIAG. EROo00ERVASM —PIIMeItlftlb INTERIOR 6.12- INTERIOR 1 2.04' MeegLwnhe 2.04" 8.12' 3.5' CENTERLINE 4- E%TERI00. 5,88" �. OF PANEL INTERIOR j� !py/py fl114kLCYM IN,EPIO gp A5° \ 11'5S- '+a_�9NCHOR .1 ,4' T _ 2.04' I 3.5' 4.08' 6.12' 4- D G. 6.12' T EXTERIOR , 2.04' 3.5" 4- 4°DIAG. 3.5' ' 3.5° - EXTERIOR 7° EXTERIOR 4L� CENTERLINE 2.04° 90° CORNER 135° CORNER OF PANEL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAMEHEAD/SILL 4-TRACK FRAME HEAD/SILL ('C8' ANCHOR CLUSTER REQUIRED (-OB" ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT AT ALL 4-TRACK CORNERS) ATALL 4-TRACK CORNERS) (3-TRACK SIMILAR) ,oroTcsxNnnOrORrvE AN N VFNR.'E R. JIIro ANCHORAGE, EXAMPLE CLUSTER IP,6+m,em cETrr. nvAlnrL r®tse SERIES 670ALUM. SGD-NON-IMF JR 0405"7 C NO CHANGES RIIS SHEET. yw,ge ea. c.+ oryw m 'sc04ro' Ni, fi +22 PG' JR MW4- ui�mcmmm * : N. 58705 X%S"ONAL 0,"N k A. LM Llt T P.E.YNN MMILLER, P PEA SB105 Y f 14�-k15�`-ir7�1 i INSTALLATION DETAILS - EMBEDMENT: SEE TABLE. A, SHEET I EMBEDMENT:. SEE TABLE A, SHEET I MIN. OF 3 THREADS BEYOND EDGE DISTANCE: - EDGE DISTANCE: - EDGE DISTANCE: THE METAL SUBSTRATE SEE TABLE A, SHEETI SEE TABLE A, SHEETI SEE TABLE A. SHEET? NOTES: 2-1/i6 2-1/i6'• 1/4". — 1/4" T. LDIMENSIONS EXTERIOR1/4^ Mom( MAX. ° �= r SHIM __ _ EXTERIOR MAX. SHOWN ARE BASED SHIM ON MIN. ALLOWED. SHIM EMBEDMENT: ,EXTERIOR t 2. METAL OR WOOD SUBSTRATES MAYBE SEE TABLE A, J !"WOOD USED FOR ALL FRAME SHEETI TYP., 2X WOOD WOOD ANCHOR TYP., METAL TYP., SEE SMS ANCHOR TYP., TYPESPERTABLEA, SHEETI. 2X WOR R NOTES' TYP., SEE ANSEE ANCHOR NOTES TABLEA&ANCHOR SEE ANCHOR NOTES TYP., SEEANCHR NOTE 3, SHEET 1 & TABLE A, SHEET 1 NOTE 3, SHEET 1 & TABLE A, SHEET 1 NOTE 4, SHEET 1 & TABLE A, SHEET 1 • DIAGONAL O.C. IS 2-TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD E� MIN 4" (HEAD & SILL) (Aw WOOD INSTALLATION, WDO- INSTALLATION METAL INSTALLATION OR 6• (,IAMB) SEE WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR Tv?., "�.2X WOOD SMS AIJCHOR TYP., METALTYP.,SEE DETAILS, SHEETS-16&11. '>'- SEE'ANCHORNOTES TYP SEE ANCHOR=H''-0- SEE ANCHOR NOTES TW,SEEANCHOR-C A&A, SEE ANCHOR NOTES TABLE A & ANCHOR & TABLE A, SHEET 1 i 1 Nbii 3,79HEET 1 SEE & TABLE A SHEEPR'-NOTE 3, SHEET ; SEE & TABLE A, SHEET i NOTE 4, SHEET 1 _ .+ IT ; fX SEE ANCHOR `-.l(,;" ''y�, 'v' 4?.V- ANCHOR �^ y�1.. /y/+a ' ANCHOR-M lv v2 }i(<G - PLY( "� ; MIN. OF 3THREADS BEYOND , �, NOTE 5, SHEET NOTE 5, NOTE 5, I THE METAL SUBSTRATE 1 (1/4" MAXJl- SHEET 1 I J SHEET 1 ':.. (1/4'MAX) 4"MAX.) r T EXTERIOR EXTERIOR EXTERIORA EMBEDMENT: SEE �2-1116" TABLE A, SHEET 1 - 2-116"� 2-0116"' EDGE DISTANCE EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A, SHEET 7 SEE TABLE A, SHEET 1 SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET I EMBEDMENi:SEE TABLEA,SHEETI 2-TRACKE SILL CALE SILL L TION AWOODNSTALATION WOOD wMLL EMBEDMENT: SEE _ TABLE A, SHEET ------ 1POBUOTYEY papT~.1e Ute LtOY EMBEDMENT: SEE TABLE A, SHEET 1 'I bWip CW EDGE DISTANCE: Aw V=g --( SEE TABLE A, .. -SfF'}F3e'L� i METAL TYP., SEE SHEETI EMBEDMENT SEE J EMBEDMENT: SEE 'p EDGE DISTANCE: TABLE A&ANCHOR-u TANCE: ET I NOTE4,SHEET1 2A WOODBLE A, 2X WOODSHEET1NNOTEEAHEET1NCHORETI TYNOTE3,SHE OR 21/16^•NOTE 3, SHEET 1 NOTE 3, SHEET 1 SMS ANCHOR 7YP., I SEE ANCHOR NOTESWOODANCHORTYP., 2-1116"' &TABLE A SHEET ISEE WOODANCHORNP., MIN.OF3&TABLE ANCHOR NOTES A, SHEETI SEEANCHORNOTES THREADS STABLE A, SHEET I EXTERIOR BEYOND THE "p'o....ris.?!jEXTERIOR ''• �j 1/4" MAX. SHIM - I-- EXE RCR �L 1/4' MAX. SHRA 'I If METAL V SUBSTRATE Q*P % z * : w7a 1/4"MAX. SHIM 2-TRACK FRAME JAMB WOOD INSTALLATION ®3-TRACK FRAMEJAMB Nw WOO (INSTALLATION 44RACK FRAME JAMB Iw METAL INSTALLATION � '•, $. �-:`�` m T. ovwor.rz soomo NTS 1 12 a ?2 A LYNN MILLER, P.E. REA WM INSTALLATION DETAILS EMBEDMENT: SEE TABLE A, SHEET i EMBEDMENT: SEE TABLE A, SHEET I NOTES: EDGE DISTANCE: -- EOGEDISTANCE: 1. ALL DIMENSIONS CONCRETE EDGE DISTANCE: SEE CONCRETE SEE TABLE A, BHEETI CONCRETE SEE TABLE A, SHEET I SHOWN ARE BASED PER TABLE TABLE A, SHEET 1 2-1/16"• PERTABLE' 2-I/16". PERTABLE 2-1/16"• ON MIN. ALLOWED. A, BHEETI A; $FEET1 - A,SHEETl 1/4" 'DIAGONAL O.C. IS Ezi(`ERloa ':'r I - ` :• .::•1 r MIN 4- ILL) 7i 1� r T _ SHIM OR 6'(JAMBDSEE EMBEDMENT: J 7/4° E%TERIDRr 1/4" EXTEROR 7 DETAILS, SHEETS 71. SEETABLE A, MAX. 70 & SHEETI SHIM `r SHIM `r PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLYSECUREDIX CONCRETE ANCHOR TYP., PROPERLYSECURED 1X CONCRETE ANCHOR TYP., WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCKTYP., SEE SEE ANCHOR NOTES & ANCHOR NOTE 3. SHEET 1 TABLE A, SHEET i ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET I ANCHOR NOTE 3, SHEET I TABLE A, SHEET 1 FRAME HEAD TRACK FRAME HEAD E 4-TRACK FRAME HEAD A®c2-TRACK CONCRETE INSTALLATION CONCRETE INSTALLATION ,S CONCRETE INSTALLATION .CONCRETE'ANCHORTYP., PROPERLY SECURED)IXnCONCRETE ANCHOR TI'P. PROPERLY SECURED IX;. CONCRETE ANCHOR TYP,,., PROPERLY SECURED 1X e" SEE ANCHOR NOTESB rWOOD BUCK IYP., SEE' --"SEE ANCHOR NOTES&<-; WOODBUCKTYP SEE'" SEE ANCHOR NOTF_S&'—' WOOD BUCKTYP..SEE - T.ABLF A SHEETJ ANfCHOR NOTE 3. SHEET 1 TABLEA $HEEY? -ANCHOR-NC.. 3. FHEET i -'TABLE A, SHEET 1 ANCHOR NOTE 3 SHEET i ' SEE ANCHOR - "m M ^ 'SEE ANCHOR 1 SEE ANCHOR .� fS*•' - '1LY - NOTE 5, SHEET NOTE 5. SHEET 1 NOTES, SHEETI 1 (1/4' MA%)� (114"MAX.) (1/4°MAXJ T 1 1 EXTERIOR EXTERIOR - EXTERIOR - �2-1/Ai"' ,• CONCRETE 21/16"• - 21116' - PERTABLE EDGE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A, SHEET 1 SEE TABLE A. SHEETI PERTABLE SEE TABLE A, SHEET I PERTABLE SEE TABLE A, BHEETI EMBEDMENT: SEE TABLE A, SHEET 1 A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 A,SHEETI EMBEDMENT: SEE TABLEA, SHEET I 2-TRACK FRAME SILL 3-TRACK FRAME SILL FRAMELL SILATION CONCRETE INSTALLATION Ec CONCRETE INSTALLATION ® F®c CONCRETE EMBEDMENT: SEE _ TABLE A. SHEET I -~ IROODOfmE neMq SEE EMBEDMENT: A. SHEET TABLE A. SHEETI -�I ETI � EDGE DISTANCE: �wiro Afar_LZ'oYZ¢tfj ' EDGE DISTANCE: PROPERLYSECURED SEE TABLE A, EMBEDMENT: SEE _.y CONC./CMU ANCHOR SEE TABLE A, 1X WOOD BUCK TYP., SHEETI PNr c.d,ry`r TABLE ASHEET1-.-- TYP, SEE ANCHOR SHEETI SEE ANCHOR NOTE3 " _ EDGE DISTANCH: - NOTES&,TABEE A, -_ SHEETI PROPERLY SECURE[t,,,� 1X WOOD BUCK TYP. SEE TABLEA, ,' 2-0/ig'° SEE ANCHOR NOIE 3, ,1/16"• SHEETI CONC./CMU ANCHOR ':, y-. SHEETI TYP., SEE ANCHOR CONC./CMU ANCHOR , 2_i/18°• PROPERLYSECURED NOTES&TABLEA, TYR, SEE ANCHOR 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEETI CONCRETE CONCRETE rrr� NOTES &TABLE A. SHEETI CONCRETE SHEETI OR CMU OR CMU EXTERIOR EXTEOR PERTABLE T1111I1III .O,� 11 � �`•"UCENgF'•. �(� EXTERIOR OR CMU EXTERIOR A, SHEET I A, SHEETI TT11 I V1/4"MAX. SHIM PERTABLE T 1 V - •'P �= No. 58]D5 ', A. SHEET 1 1/4' MAX, SHIM 1/4° MAX. SHIM _ 2-TRACK FRAMEJAMB 3-TRACK FRAME JAMB 4TRACKFRAME Gc CONCRETE/CMU INSTALLATION He CONCRETE/CMU INSTALLATION CONCRETE/CMU INSTALLATION 1 y1 '•, if I W f� EnX275 E - ml/ramUM. %�F`s' �:�LORIOP: •'G��` gFEETAILS abDYO C NO CHANGES THIS SHEET.sw SGD-NON-IMPACT��')S�ONALJR ceo,.rvw. p. LYNN MILLER, P.E m - 18 a 22 • POT0728 C PEA Sams JHf4 .�. .. _ f r ,...a rt rt4 ... •. rr. r 1� �.. r. ,r 1 .. r'li� 1 ... _. � .. � �. ... r. r r I. 1 .I INSTALLATION DETAILS FRAMEJAMB REQUIRED AT ALL INSIDE POCKETS EMBEDMENT: SEE TO PREVENT WOOD FRAMING TABLE A, SHEET P-HOOK MOUNTING ADAPTER WATER WOOD ANCHOR TYP., INFILTRATION SEE ANCHOR NOTES EMBEDMENT: 8 TABLE A. SHEET 1 SEE TABLE A, (ALSO SEE TYP. SHEET 1 _ 28 ! ILLUSTRATION, SHEET 9) .OGEDISTANCE: SEE +I TABLE A, SHEET': EMBEDMENT { SEE TABLE A, 26 =Xr<RCR SHEET 1 t PHOOK WOOD ANCHOR TYP f'• SEE ANCHOR NOTES - - 1 R TABLE A, SHEET {' " - "CONCRET€ OR _y .� CmQ PE4 T. jBLE q L (ALSO SEE TYP.,Y _ _ 1 2.693 b'IN: jr1.=L A, SHEET I ' ILLUS'i RATION, SHEEP 9) —'-'r' EDGE DISTANCE P-HOOK FOR USE WITH FLAT SILL RISERS PARTS#18 #20 #22 OR#24 WOOD INSTALLATION EXTERIOR MOUNT SHOWN, (SEE TABLES IA, 2A& 3A =- MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION METAL TYP., SEE ANCHOR P-HOOK MOUNTING CONCRETE OR NOTE 4, SHEET 1; EMBEDMENT: SEE TABLE A, SHEET ADAPTER SMS CMU PER TABLE TYP., SEE MIN. OF 3 THREADS ANCHOR A. SHEET I� BEYOND THE METAL ANCHOR NOTES SUBSTRATE &TABLE A, SHEET 28 EMBEDMENT' EMBEDMEN,l SEE TABLE A. SHEET 1 a C �i,... P-HOOK SMS ANCHOR TYP., SEE ANCHOR NOTES S TABLE A. SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) (ALSO SEE TYP. SEE TABLE A, ILLUSTRATION, SHEETI SHEET 9) E DISTANCE: SEE TABLEA SHEET 1 EXTMIDR ID 2.693'MIN. EDGE DISTANCE P-HOOK FOR USE WITH BOX SILL RISERS PARTS#19 421,#23 OR#25, EXTERIOR METAL INSTALLATION (SEE TABLES IA, 2A 83A MOUNT FOR WATER RATINGS) ONLY 2.693' MIN. EDGE DISTANCE CONC/CMU ANCHOR TYP., SEE ze ANCHOR NOTES 8 TABLEA, SHEET 1 1-1/4' MIN. EDGE DISTANCE 1 E% 5RIOF Ij 28 I IwI P-HOOK MOUNTING �. ADAPTER CONCJCMU ANCHORTYP..SEE III bHOR NOTES 8 TABLE EMBEDMENT: SEE i +�.� I ' A. SHEET 1 ' TABL2 A. SHEET 1 I (ALSO SEE TYP. ' ILLUSTRATION, SHEET 9) FOR USE WITH FLAT SILL RISERS SP-HOOK Jc PARTS #18 420 #22 OR#24. CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN (SEE TABLES IA. 2A.83A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) —EXTERIOR —CONDITION P-HOOK MOUNTING EMBEDMENT: SEE ADAPTERCONCJCMU TABLE A. SHEET ANCHORTYP.,SEE ANCHOR NOTES 8 TABLE 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 TABES IJ, SHEETS M FOR REQUIRED P-HOOK AND P-HOOK MOUNTING ADAPTER ANCHOR QUANTITIES. ALSO SEE EXAMPLE ON SHEET 9. - il ILLUSTRATION, SHEET 9) MOUOCI'REV Z_ a�4Ip��.,k� Aiaqu«No 1 -0 7e.oq E�Mralw n� It s., Fes^ 1-1/4' MIN. EDGE DISTANCE -E� tiItIA-L�(� —C P-HOOK WNCJCMU" / EXMRIp ANCHOR TYP.. SEE J fl ANCHOR NOTES 8 TABLE1�t V A, SHEET 1 2.693' MIN. (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION, SHEET 9) FOR USE WITH BOX SILL RISERS SP-HOOK 'Kc PARTS#19 #21 #23 OR#25, CONCRETE INSTALLATION EXTERIOR (SEE TABLES IA, 2A 83A MOUNT FOR WATER RATINGS) ONLY ry+#uwwo rear. orwm sane � I VTS 1 14 • 22 1 PGTO128 ;`?�oN�GENgF�((' F:' 9 #, ; No. 68706 'p0 •'•, sA'F� �F��, P.. '4ORlol`.:.G�2C CONFIG. EXAMPLES MAX. UNIT WIDTH UNIT WIDTH MAX. NOM, PANEL WIDTH DLO TYR PER TABLES 1-3 HEADER DETAILW, WIDTH INTERIOR SHEET 18; INSTALLATION "1 DETAILS'AW &'AC, OCTERIOR SHEETS 12 & 13 �l 900 PANEL PANEL TYPE PANEL TYPE PANEL CORNER Dt TYPE 'OS' 'AS' TYPE CORNER SHEET 19 8 CORNER A WUNIT ANCHORAGE SHEET 11 ' MAX. PANEL MAX. HEIGHT INTERLOCK DETAIL 'M', ., PANEL WIDTH TIP. / DLO PER SHEET49 HEIGHT SEE PER HEIGHT TABLES EXTERIOR INTERIOR ,NOTE2 TABLES I-3 1-3 - JAMB DETAILG3,SHEET nL, 4 , 18 INSTALLATION DETAILS X'I'- X , 1 'GW'8'Gq SHEET$12813 Y 90a J. SILL DETAIL'D', SHEET 18; J INSTALLATION DETAILS EXAMPLE: 90° INSIDE CORNER, 4 PANELS - XX/XX 'Dv/ &'De, SHEETS 12 & 13 ' 112" DLO WIDTH = NOM. PANEL WIDTH - 7- DLO HEIGHT = DOOR UNIT HEIGHT - 10.125- PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866" laooucrgev�m Itow, 1W MW a11vib Avt41uT<Na I -0 Z_ I eEp+Wwm #1:11, o Ia PANEL CORNER CORNER FRAME CORNER ,. DETAIL DETAIL NOTES: `\aONv EN@N4i 1) SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. SEE OP/ANCHOR TABLES, SHEETS 6-8 FOR MAX. ��'l;• F-., 7( /P� PANEL HEIGHT AND WIDTH. SEE SHEETS 18 & 19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. 2) (1)LOCK (ITEMS 75 It 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. j * No. 587o5 3) PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DPIANCHOR TABLES. fOnTELM'OlO3YORIVE N vENm.E. rI �2n ANCHORAGE DETAILS/EXAMPLE ELEVATIO SS,;2oRIOp,.NG�t?� ClW.. OGAUM IIB2PJ SERIES 670 ALUM. SGD-NON-IMPACT JJJr�NALE JR PLOW11 C NO CHANGES MIS SHEET LOMib11Yd+IT yY,pf[ —' A. LYfl14 MILak P.E. —n.Z �, w+ M 01 acorn NTS 15..�22 PGT0128_ C: P.E.#WnE JR ON20N4 V . " - 0 0 m ,y^ "Ali °<.1N,11 CONFIG. EXAMPLES `'M'. SHEET 19 PIXED JAMB DETAIL'G4', SHEET 18; INSTALLATION DETAILS'GW &'Gd. SHEETS 12 & 13 ASTRAGAL HEADER DETAIL'W. SHE DETAILS'L1' & 18; INSTALLATION DETAI L2. SHEET 19 'AW 8'Ae, SHEETS 12 & PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE •R• 'L' 'D' � / OM P / / / LIN HEIC WIDTH TYP. PE MAX. PER SEE TAEI DLO TABLES 13 NOTE 2, 1- —•`:" HEIGHT SHEET IS,: a:. MAX UNIT WIDTH JAMB DETAIL'G3', SHEET 18; ON DETAILS'GW &'GO. SHEETS 12 & 13 HEADER DETAIL'W. SHEET 18: i T HT SILLDETAIL ES �. ^DSHEET DIN ALL X III L SEE FRAME PANEL CORNER SILL DETAIL'D':.SHEET 18; VAX. UNIT WIDTH CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS DETAILS SHEET 15 2-TRACK 'DW &'Dd, SHEETS 12 & 13 EXAMPLE: 90° OUTSIDE CORNER - XX/XX (2-TRACK) JAMB DETAIL'11', SHEET 18; ASTRAGAL DETAILS'Li' & INTERLOCK DETAIL W', SHEET 19 INSTALLATION DETAILS'IW & 1-2, SHEET 19-� INTERLOCK DETAIL'M', SHEET 19 -Id, SHEETS 12 & 13� HEADER DETAIL —'JAMB OETAIL'H2', SHEET P-HOOK DETAIL'J' & W. SHEET B', SHEET iB; \ 18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'JW, INSTALLATION �7 JAMB DETAIL'17.', SHEET 18; INSTALLATION 'HW &'Hc', SHEETS 12 & 13' 'Je,'KW &'?W, SHEET 14 DETAILS'BW &'Bd. DETAILS'IW VIC, SHEETS 12 & 13 SHEETS 12813 MAX DLO NIDT JAMB DETAIL'GY, SHEET TYR 18; INSTALLATION DETAILS SHEETS 12 & 13 'GW WGcLSHEET11 ANEL TYPE K DETAILMAX. 19UNIT HEIGHTIDE CORNERPERI', SHEET 19 &SEE TABLESANCHORAGEIOTE 2, 1-3ISET. MA} HE i TA F� MM. UIVII YYIUIIt PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE UNIT NOM. -4o / PANEL WIDTH TYP Bz RR / / PER / ILES -3 MAX. DLO SEE NOTE2 TABLESIJ s 2 HEIGHT SHEET 15 a D EXAMPLE:OXXXD SILL DETAIL'E',SHEET I8;- (3-TRACK RIGHT POCKET) INSTALLATION DETAILS 'EW 8'Ec. SHEETS 12 & 13 r MAX. UNIT WIDTH PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE 'M' 'F 'F P' MA _ NOM. UN PANEL HEIC WIDTH TYP. / PE SEE MAX. PER TABI —NOTE 2, DLO TABLES 1-31� SHEET 15 HEIGHT b- b D HEADER DETAIL'C', SHEET 18; INSTALLATION DETAILS 'CW &'Cc'. SHEETS 12 & 13 C T HT 3 ES EXAMPLE:XXXO SILL DETAIL -F. SHEET 18; (4-TRACK, BY-PASS) INSTALLATIONDETAILS 'FW &'Fe, SHEETS 12 & 13 1-3 RNOUC f Bi.V1FED mwvlvhM+M u<efvlee NYivPC°N yae,.p4r4° ule AMr c� cLYNN�/ } : No.58105 D: p :a I*- ] 04•'.. FATE T r T4Q` JR�NI ,..-w �Pas W7M wa NS� !6 >12 PGT0128 �:C d 1h t. { d II �. P 'Y PANEL SINGLE INTERLOCK SINGLE INTERLOCK FIXED STILE LOCKSTILE W/HANDLE TYPES OUT IN SINGLE INTERLOCK �� F PP K B'"G`EI INTERLOCK Ea' B E P A IN FIXED STILE RR R ---- LOCKSTILE HANDLE D /VI `Nl 3OEb0I LL 1•�f�J FA /SMLFS i. , (`Lij r PSIFAGALy W BOX IN Wl HANDLE IN lea'wl r ASTRAGALITA T I . 'U (n BOX OUTS RaLDDD LL ASTRAGALT U W BOXIN Imvw) Aoxwl J 90 LOCKSTILE 90 L0CKSTILE Cl J W/HANDLE,,; W Z EXTCORNER- BDLOCKRTILE Q W/HANDLE �1g EXTCORNER 9D RECENER W/HANDLE MIR SO RECECORNER f IN RECENERW/HANDLE{�I'�0 DF CORNER y.�_C 90 pELfNER T�ORNER k310RECEIVERVT F p51ICORNEE V p31 35 RECEIVER WF Wl HPNOLE p0 JR 0"S117 C I NOCHANGESTRISSHEET. JR 0?l1Nf4 1-1 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 106 FULL LENGTH 14 OFJAMB 60 OR 61 Gt . 2-TRACKJAMB 8"LONG CLIP#105 105 (� WIRETAINER4106 113 MIDS"AN (SHOWN WITH 5 FIXED PANEL TO THE INTERIOR) ^ ",5EXIERIOR 4 n•p-fir.-ALA'"v 6•LONG FIXED PANEL TO THE EXTERIOR) SHOWN WITH 2-TRACK W/SCREEN OPT. SCREEN FRAME HEAD TRACK r ®2-TRACK W/SCREEN O FRAME SILL ITEM 61 SHOWN, REM 60 ALSO APPLICABLE, SEE TABLES 1.3, SHEETS 6-B FOR DP (PSF) ASSOCIATED WITH STILE. Jft 049YN P.NO CHANGES THISSHEET. v G3 2-TRACK JAMB (SHOWN WITH OPERABLE PANEL) J I EXTERIOR 3-TRACK �V FRAME SILL C .. GFAN./ 60 OR 61 105 76& 107--111 1T " 60 OR 61 16 5 5 SEE DETAIL GI FOR FIXED w PANEL CLIP 758K 0iii SEE DETAIL G2 103 FOR FIXED O 60 OR 61 PANEL CLIP 103 r1 ... 600116 11 - JT�EXTERIOR . VEXTERlOR' �EMERIOR � .+ �.E%TERIOR \/4'-TRACK A' J'QlktRACN JAMB ' JAMB- 'I'RACKVI 4 9�4-TRACK'JAMB ®(SHOWN WITH (SHOWN WITH ®(SHOWN WITH 13 (SHOWN WITH Ht OPERABLE PANEL) H� FIXED PANEL TO It FIXED PANEL TO OPERABLE PANEL) THE EXTERIOR) THE INTERIOR) c G EXt 4-TRACK FRAME HEAD 42ti-TRACK P FRAMESILL MAX. UNIT HEIGHT PER TABLES 1-3 -'.GGGem I NTS 1 18 > 22 1 - PGTO128 * NO.58705 A. P.E. i ASSEMBLY DETAILS (SEE SHEETS 12-�BFOR FOR sNS2GAllATION DETAILS)3]�QINTERIOR l61!ll3 116 113 Z 90, EXTERIOR EXTERIOR INTERIOR EXTERIOR n 9� INTERIOR 0° V •>' LOCK DART 60 OR 61 76 910741. • _ X 10]41 753107-11 U INTERLOCK N a ._ Li 60 11_EXTERIOR. t13 �E%61 TERIOR 113 V t13 t03 118�EXTERIOR ] 6T ° REM 961 (HAW -DUTY daSTANDARD SIDE SHOWN, ITEM #60 u WITHS ANDARD SSTILES#80 �WITHH HEAVY-DUTY: 2-TRACK N1 2TRACK SHOWN CORNER �ZTRACK SHOWN ER (STANDARD ARD STILE)ALSO APPLICEXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN 1.3,SH SHEETS FOR (BOX-OUT) MAY ALSO BE INSTALLED (BOX -OUT) MAY ALSO BE INSTALLED 1-3, SHEETS 8-3 FOR IT TOWARDS INTERIOR (BOX -IN) TOWARDS INTERIOR (BOX -IN) (TILES. SOCWTED WITH STILES. 4 INTERIOR Re000CtREVIM 31pwmmwe[0.a.�ne Gbdda ]581U]Rt1 �veeutc Na 17 OY7 .� 41NTERIOR L ,te+!ML•�iiiTe2o 5 735° Me.•R°y raCal ~ 4 INTERIM 1 I V 11 136' 8735- OUTSIDE CORNER O1 2-TRACK SHOWN NGtl GES MIS to 5 et 33 103 1L EXTERIOR H 5 V ] 135- INSIDE CORNER �2-TRACKSHOWN Iw,/wo-,wR rmr.OrXuner�:e SERIES670ALUM. SGD-NON-IMPACT NTS 1 19 • 22 POT0128 /11111111 // 'vOENgF - -K o ••9 s * : N0. 58705 UN, an NNN RE 0 Item 1, Dw POT .# POT : Description 1 17308 617306 z-TfiACX NERD 2 17303 BIMG 2-TRACK HEAD WRH SCREEN RAIL 3 17309 61NY 3-TRACK HEAD ` 4 17312 81N12 FTRACK HEAD 5 I7314 6IM14 FRAME SCREW COVER 6 1"17 81N17 FRAME HEADIA 376EEN ADDON T 17-'U SIM 2-TPACX SLL 8 17301 B1T301 3--TRACK SLL WITH SCREEN RAL 9 1730T 61T30T 3IRACK SILL - 10 17310 617310 4-TRACK SU 11 17313 617313 FRAME BILL TRACK INSERT 12 17315 617315 FRAME SLL SCREENADD414(SEE531E3) 13 1T3/6 BIT316 FRAMESLLSMEENENDADDON(SEEWMM 14 61T30S 2-TMCKIAMB IS 15_ I,= 1T302 61730] <1MCK'AMB WITH SCREEN MIL 16 - -1730B 617308 TMCK"S ..J: 1 1T311 617311, _ 4-TMCKAMB ' i0=. ., ]T322 • 6I '_ SLL RISER ;FIAT FLUSN M.? `. { 19 17319 - 61T3f SILL PT8ER-BOX FLUSH, 1-11Y 20 17321 BiT021 SILLRISER-FLAT, LOW, L1l2' 21 1T3IS 617318 TURISER-BOXLOW,2-11V 22 1T3S5 017355 SILL RISER- FLAT, MEOW,, MI4' 23 1Tf51 61T3M ILL -BOX MEMM.}W 24 IT3D 817323 SLL RISER - FLAT, HIGH, 4' - 25 17WO 61N20 SI-LRISER - BOX HIGH, 4' 26 1T3M 81T333 RFD ETP4100K 27 TON U070 NECPRENE BLU WSTP FOR P-HOOK 28 IT3N 51T331 POCKETP4K10KMWNT 29 inGS BUMS PNOMK ER 30 1734E 617MB POCKETPHWKFORBO%RISER 31 1T3T6 612376 135 CORNER 32 /T3T8 617378 136 FINED MOUNT ITEM540B3 ARE SCREEN PARiS: 40 4319 6CUN SCREEN SIDE RAL-LOCKSTLE 41 TLOCKWGSK SCREENLOOKSET 42 41818 SCREEN KEEPER SPACER SET 43 811 WIN SCREEN INIERLOCKADAPTER 44 4428 64428 SCREEN DOABLE WITMOM - 45 4317 , 612256, SC --ENTOPFWL.. --— 48 43IS '. 612257 SCREEN BOTTOM MIL 'i•^:' 47 668 7SRA2 STANDARD RULER 4B NS TSWVI SI NGARDROLLER-6T. SR. d9 4344 MW SLPEENASIMGAL 50 1T319 61T3{B OM 6CREENASTMGLLAMPTER 51 1�2 61fi92 SCREEN SPLINE-AW 52 1690 B1B91 SCREEN SPUME -.150' 53 B161fiC20 SCREEN CLOTH 54 1I25 VT X 1116' SET. BLOCK. NEOPRENE M NS 55 1TZ6 1' %4' XIn6' SET. BLOB , NEOPRENE W-1-5 Item # P. DW ,# PGTe Descdpfon w 1"25 01N25 PXNELSTILE 61 1T326 BIT326 PANEL 6TBE RIMW.OUIY) m 17327 617327 B1IERLOCK AMPTOR &1 IMS B70 VINYL BULB WSTP.- THIN ONSIDE BRTERLOCK) & 1T29 T1T29 SILLENDWEA11HERSTRPPAD 65 1T328 61T328 INTERLOCKSCREW COVER w 1TY29 61]329 ASTRAGAL 0 tT339 017339 IPAW DUTY ASTRAGAL w IM24 817324 1DP S BOTTOM MIL 70 1T350 417350 WFATHERSTRP EMENSION(BUECTON MOLDED) 71 105 T1695 1-Ur X I' XS'P HIGH FIN SEAL DUST PLUGS T2 aim i8153% TANDEM ST. STL RULERASSY. n 8161 T01S3N TANDEMNYLON ROLLERASSY. T4 6LICONE DO` AB9.D RSORGE7700 i It,"41W 78185% GEMINIMORnCE 3PLY WAL LOCI'V:ILONOIRIM PLATE_ �K 110321f1FPFX 81D92X1 RSSSCREW W/ PE-r7tP • T7 if02239 tO.d SIEE!iINC UNIR id i1TStl s17356- 3HOt LSCdi3 __ 81T35i ' P; 00 1]350 61T959 NMA. FUEOPANELCLP 02 tY74 61174 VINYLBLILBWEATIERSIRIP VINYLSUUf BT BIT6 1TI5 BIDE ADH. TAPE. POLYEM U5WR0LERA0lH% 100 8052 48052 E PLUGL ADL HOLE PLUG 101 T208T 3FBL B JAMBBUMPER 102 T1 IXU0 I9TPL W 1-W6B6 8106 76166% F-PSCEENL 104 ]SDKEEP ( KEEPER , 173M 61T344 NEL CUP -WU FIXED PANEL FIEDPANELCLP-6'LWD IN 106 61T352 FDEDPANELtE t0T 1T39 T7 71139 HANd.EKR-IN(ERIORM5ED WITH THUMB TURN, 115ED WITH NIS MOR-ME 105 1740 71760 MNIXEKIi-MISEDEXIERIORHANME,UMI)WIMlii5 109 1"1 18182SN MNDLE KR-RECESSEOIM. WITH TIUMB TURN, UBED WfM#i5 110 1T33 T8170 HANDLEKR-RECESSEDE%TERDRPIAL.WEDWIRI8T5 111 ]10X4PPSD lIDX914'PRPN.7EK-S.S. 113 1E13 6TS18 W6TP,9OX.170-FIN SEAL 113 1T12 84086 .18T' X.23VFINSEAL 110 ]N%115PP% #10X141 115 it PT P10X1' I fle _ MMIX •14-20Xt'6.5. ]NX11U 61b2 XiL2'S.S96 81]3M 90DEG6EECOMERRECEMER T.11" 33T 61T83T WDEGREE OLI MCORNER ASTRAGAL3IB 611]33890DEGREE INSIDE CORNER ASTNOAL 351 B11352 FIT0=0 PANELRETAOIEIi T10' I6N2EaI4xorrvl N N30CC TL 34 Ig04mtw0 G>AI:OFAUINR NO CNANGESTHIS SHEE). S(NXro I WS,1. 20-- 22 1 PGTO128 NOTES: 1) ALL ALUMINUM = 6063-T6 2) ITEMS # 33-39, 56-69. 66. 81, 84-99, 121 8122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 3) USE OF #12 OR 913 REQUIRES MIN. 010 SMS OR 3/16" MASONRY ANCHORS @ 24' MAX. O.C. .11111111 n I p/.. .YEF 1A1±I IH'S2N5'+. ��' 0.718" .0.83' 00.30.78507' I 2.304' 0.752' L7 11G3' L H.- 3.802" 0.885' 0.5 .020.264'J0080r' 0.062' 0.233' 02 FRAME SILL P-HOOK MOUNTING P-HOOK SCREW 5 SCREW COVER IS TRACK 28 P-HOOK 20 ADAPTOR 29 COVER 0.080' 30 P-HOOK FOR BOX RISER (6063-T6 AL) (6063-T6 Al.) (6063.T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) �-4' .155' ft 4" v�2.30' 1.481739' -y 0.080 0.830"062' 1.60.133° 0.082' �08D° 0" I� __[ U�-_� 1.886° .01 -1.9244 y' 312.5' �1 -' 3125 . O31 t35 CORNER`l ea ooU 3a'd05°FIXED MOUNTH�- y TAI<DARO TILE-?81)HEAWDUTY,bTjF ice_„ 62) -RLOOK (6063-76A'L) �(6063-TEAL) "(6063-Te AL) (d06Y=fu AL) ADAPTER (6063-T6 Al) 3.979" 0.075° 1.645" Ll 0.125"" b] STANDARDASTRAGAL (606346 AL) 4.725' -II 1.050" (--� 1.050' 1.050' j- 1.845' 0.062'2811-JI� 49' 617° �� 045' I.045' �-�- 0.231' �( 1- 4� 325' �� 88 HEAVY DUTY ASTRAGAL (6063-T6 AL) 1.00" 0.75T°, U.060" FI;(ED 2.893' IDS PANEL CLIP 0.70 0639" (6-T6 AL) 1' 0.080' .550• '10.863 0.709' 123 FIXED PANEL RETAINER, 7/8' 2826^-�I 0.080' --4� (6063-T6AL) SFIXED PANEL 11, 90° INSIDE/OUTSIDE f 08 CORNER RECEIVER RETAINER, 9/i6° (6063-T6 AL) (6063-T6 AL) GLAZING 7/16'GLAZING 3/16"31/4" b9 TOP/BOTTOM RAIL ]9 60 T8 O OBEAD I.G. OBEAD. CLIP GLAZING (8063-T6 AL) (6063-T6 AL) PANEL CLIP BEAD (6063-TEAL) .(608346 AL) 119 9W OUTSIDE CORNER ASTRAGAL (6063-TEAL) (119�&}1600 ca+r. aF�urna�.n 5.621" 0.133" 4' 120 90° INSIDE CORNER ASTRAGAL (6063-T6 AL) -sboe7o I NTS 1 22 • 21 MT0128 1303' 0.3250.062, OWERLOCK 65 SCREV OVER (6053-T6 AL) w * : No. 58705 5.069" -- 8.562' 0.080' 1.505' 0.081' 02-TRACK HEAD 10 4-TRACK SILL (6063-T6 AL) (6063-T6 AL) 6]98' —1 1211 D OBt°l O2-TRACK HEAD W/SCREEN TRACK q ' (6063-TEAL) - - .. ,7105 �1_—Jp 1.2 �1 0.081' (D3-TRACK HEAD (6063-T6 AL) 15. 21RACKJAll— 0.080' 1.505' O2-TRACK SILL WI SCREEN TRACK (6063-T6 AL) 9.142' 1.211' F6f O4-TRACK HEAD (6063-T6 AL) 1 0.062' 1260' 0.532' OFRAME HEAD7JAM8 SCREEN FRAME SILL SCREEN ADD -ON 12 ADD-0N (6083-T6 AL) (6063-T6 AL) REQUIRES MIN.910 SMS OR 3116'MASONRY ANCHORS Q 24" MAX. O.C. SEE SHEET 17 FOR SILL RISERS. JR 0695H7 GI'l NO me 4.49' 0.080' 50S 02-TRACK SILL (6063-T6 AL) 0.7600'' II 9990° FRAME SILL SCREEN 13 END ADD -ON (6083-T6 AL) - REQUIRES MIN. 910 SMS OR 3/16' MASONRY ,,ANCHORS © 24- MAX. O.C. rynNa6raoo LERI.OFAUIH.I!!!M 186' 0.062' 1A79° 0.081' SCREEN 0 STILE (6063--T6 AL) 5.069" 1,045" 1.993" 0.062" T to 2-TRACK JAMB O SCREEIT OTOPRAIL-' - (6063-T6 AL) (6063 T6ALi)- 17 4-TRACK JAMB (606346 AL) -.sGw7o I NTS 1,21 -22 1 PGTO128 1.99-3°1 I L 0.062' DSCREEN 4 BOTTOM RAIL (6063-TEAL) p0`.�6 "ONALE?��` ALy4vlWKl,P.E. P.EN58705 . --- Florida Building Code Online Page I of 2 BCIS Home ; Lag In I user Raglst xtlon k Hot Topics Submit Surcharge j Stars Fads PaWcatiom 3 FBC Stall j BCIS Site Map i Links j Search 0'd Product Approval RECEIVED prod-tApprovalMenu>yLoaldalAnal11tianSea=I I >ApPHeallo all JAN 222018- zI .<e £' ` FL tt F1z61-R11 9T. wGie County, Permitting Application Type Revisio _ Code Version v Application Status „ Approved `Approved by DBPR. Approves by DBPR shall be reviewed and ratified by the POC and/or the Commission if nciessary. Commend. Archived ProdvG Manufacturer , �o al PGT Industnes Address/Phone/Email s 1070'i ethnology Drive North Venice, FL 1.111318 S druark@pgtlndustrles.com Authorized Signature lens Rosowskl lrosowski®pgtindustrles.cc Is ST. LUCIE COUNTY BUILDING DIVISI REVIEIU- FOR COPAPL E REVIEWED BY DATE 1-26-I PLANS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE -Fechmcal Representative lens Rosowskl Address/Phone/Email 1070 Technology Drive THESE PLANS AND ALL PROPOSED WORK Nokomis, FL 34275 ' (941) 486-0100 Ext 2114C ARE SUPAECT TO ANY COInECTIONS lrosowski@pgbndustdes.com REQUIRED DY FICLD INSPECTORS THAT Quality resi.rance RepresenL31,e /MAY BE NECESSARY IN ORDER TO { Address/Phone/Email COMPLY WITH AILLABlfl ICASO000161 Category OWI.d.y,Subcategory Compllance Methcd Certification Mark or Listing CONCEALED FASTENERS OR AIIACNMENTS ARE THE RESPONSIBIL[TY OF THE Certification Agency Miami -Dade BCCO - CER Validated By Miliml-nade BCCO - VAL CONTRACTOR OF RECORD Reference[ Standard and You'rd Standard) Standard year TAS 201, 202, 203 1994 Egalvalence of Product S'an leG2; Cartified By Product Approval Metnod Method 1 Option A pqq ply Dale Submi.•.ed 11/15/2017 l ,- Date Validated ' 12/05/2017 Date Pending FBC Approval Date Approved 12/09/2017 http://www.floridabuilding.orgi'lr,'p_-_app_dtl.aspx?param=wGEVXQ ilDquaucoIwmuGtb... 1/19/2018 Florida Building Code Online _ Page 2 of 2 Summary of Product FL # Model, Nu ber or Name Description 1261.1 Mullions for All Doors antl Wlntlow Aluminum Mullions Limits of Use Ic Be ertlOcate Approved for use HVHZ: yes PL2 R:1 C CAC J rrf Approved for use ou de HVHZ: Yes Quality Assurance ontra Evpiratlon Date Impact Resistant: Yes .5/26/2021 - Design Pressure: N/A Installation In actions Other: Please see Miami -Dade County Notice of Acceptance (N far L261 11 1] 1. product performance Information, and mullion clip anchorage details. r y: Miami -Dade 3CCO - CER Created by Independent Third Parry: _ Evaluation Reports Created by Indepentlent Third Party. Contact Us:: Zirg jealr Stan. Road. Tallahassee FL 3239,9 iyF2yP; e5n-4aJ-lel4 The State of Florida is an "/Eft employer. Coavrleht 2007-2013 State of Florida.:: Pr'vacv Say-mment :: Actessibil tv Statement :: Refund Statement Under Florida law, emall addreviWSE, public records. If you do not want your e-mail address released in response to a public -records request, do net send electronic Mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any numbers, please contact 850.487.1395. 'Pursuant to Section 455.275 (1), Florlda Statutes, effectya ON.ber 1, 2012, licensees licensed under Chapter 455, F.S. must provde.the Department with an email address If they have one. The smelts provided may be used Tor odFdal nommunlrat an with Me licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department'Nlth an email address which can be made available to Me public. To tlaatermine if you are a licensee under Chapter 455, F.S., please dick here . ...0 Co Product Approval Accepts: Credit Cara Safe t I http://www.floridabuilding.orgi',rj;/Or app_Atl.aspx?param--wGEVXQwtDquaucolwmuGtb... 1/19/2018 I . -, 't MIAMI•DADE . DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 1070 Technology Drive North Venice, FL 34275 MIAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 w w.roiamidade.eov/economy SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manners the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to -meet the requirements of the applicable building code. This product is approved as described herein a ' h the Florida Building Code, including the Hi ci umcane Zone. DESCRIPTION: eries "PGT. 'Clipped Extruded Aluminum Tube lYTulh — L.M I. APPROVAL DOC 00 titled "hn act—Ra ' um Tube Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision C dated 06/19/17, signed andlsgated by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, . -1•c model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. t.s RENEWAL of this NOA shall Be considered after a renewal application has been filed and there has been no change in the applicable buildhtg code negatively affecting the performance of this product. TERMINATION of this NOA �yill occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Mis�.se of this NOA as an endorsement of any product, for sales; advertising or any, other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal ofNOA. ADVERTISEMENT: TheS'NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NON is displayed, then it shall be d6ne4n its entirety. INSPECTION: A copy Of thPss entire NOA shall be provided to the user by the manufacturer or its distributors and shall be availablPfor inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0218.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned166ve. The submitted documentation ivas reviewed by Jorge M Plasencia, P.E. :n x I,u I NOA No. 17-0630.01 MIAMH7ADE COUNTY { Expiration Date: May 26, 2021 Approval Date: November 09, 2017 Page 1 PGT Industries, Inc. NOTICK OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA Mo. 10-0819. 05) 2. Drawing No., 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 25 oft=25, dated 08/29/11, with revision C dated 06/19/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test; Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 �6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with &-hed-up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6-143 (samples A-1 thni E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Malin D. Brinson, P.E. (Submitted under NOA No.10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2614) and with FBC 61h Edition (2017). prepared by manufacturer, dated 08i29/17, sigL:;xa and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSi?RAJ7' ',E 1. Miami -Dade b46rlment of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. "a l Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 17-0630.61 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter.,,of conformance to FBC-51 Edition (2014) and FBC-61" Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. ' 2. Statement 'letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and seal,4by Anthony Lynn Miller, P.E. G. OTHERS - 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series "PGT" Clip''6d Extruded Aluminum Tube Mullion — L.M.I., approved on 04/14/16 and expiring on 05/26/21. I:a E-2 Jorge M. Plasencia, P.E. P duct Control Unit Supervisor NOA No.17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 -41 11: SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: NULTTRE I�—OPFI1IHOwDTH F0.5 vE MULLIONS I mu L /III_ /SE6 DETAIIS MOnPLMK F — u AD,GM SH413N tluGiH H00.RFM/L MhL IENGTx ADDITIONAL EGOIMPLES OF MULL CONFIGURATIONS: �r_� I—HOR6 "ULLLENOTH—I SINGLEMULLIO '1 S EE CORBESPoND W G DETAILS `, FROMRGURBIABOVE WDESISTANDARDSUSBD: .2017 FLORIDA BUILDING CODE 1601, STH EDITION •2014 FLORIDA BUILDING CODE (FBCF ETH EDITION .ANSVAFSPA NDS-2015 FOR WOOD CONSTRUCTION .ALUMINUM DESIGN MANUAL A -2015 •AISI S100-12 .AISCMH10 MULTIPLE MULLIONS GErveHA1 rv� 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANYANCHORS REQUIRED FORTHE FENESTRATION PRODUCT INSTALLATION: TYPICAL MPLICATION5 ARESHOWN. EACH SITUATION IS UNIOUEAND SHOULD BE EVALUATED BYAN EXPERIENCED INSTALLER FORTHE BEST WSTAI.LATION MEEHOD.OPTIONAL IX OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARETO BE DESIGNED STOWERS. 2) Tn TYPEMD NUMBER OFANCHORS IS CRITICPLTO THE STRUCTURAL CERFORMANCEOFTHE MULLED UNITS. MULLIONS RAVE BEEN TESTED AS'FREEFLOATING AND DO NOT NEED TO BE DIRECTLYA'ITACKED TO WEMULLION CLIPS: BUT SHALL - NOT HAVE A GAP OF MORE THAN lie FROM THE CLIP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST WE WINGLOAOS CORRESPONDING TO THE REQUIRED DESIGN ANCHOR EVALUATION.TONS HE I.CALCULATED LOAD DURATION�CTOR WAS USED FOR THE WALUATIOtCT NO MORE THAN 111M WE U3 STRESS WOOD INCREASE WASNOT USED 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUUCTONS. HEIGHT OF PRESSURESANO , CONSIDER IWESTDESIGN LLIONS OR FENESTRATION PRODUCTS SRALLAFPI.T.- ? :1N THE MULIDN TABLES.ALWAYS ROUtO WA TO O4UW.U•ESHOWN ON WETAPLEL'' BASENIATE 5HALLSEBEYONDWALLORESSNGORSTUCW^WOODBUC BnYED^uHERRF.S`IMUS AS AW ROPRIAT_ FORS Wslrw¢ mnl cow•- u,...,....,. .... �...�_ _.. _ __. __ _ - REACTIONS. B) REFERENCE: TEST REPORTS: FT1.64 : ELOO ULTRACONIAGGRE-GATOR NOA'S 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED& TESTED TO COMPLYWITH THE n UIREMENTS OF WE FLORIDA BUILDING CODE. AND AREAPPROVED FOR IMPACT AND NONHMPAOF.APPLICATIONS. WiLUONSARE ONLY TO BE USED WITH PGT.APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLWIOE FOR USE IN THE H 11) QUANTITY OF UNITS WITHIN AMULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING WIOTWHEIGHT OF EACH INDIVIOUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA INSTRUCTIONS: 1) DETERNIMTHE DESIGN PRESGURE REQUIREMENT (LBSIFPI FORTHE OPENING USING THE ASCE-7 STANDARD. 2) CHOOSEA MUWON TYPE THAT WILL FITTHE DEPTH OF THE FENERRATION PRW UCTS FRAME DEPTH. S)REFERTOSHEET25TODEIERMINEIFTHE W LLOADINGIS'RECTANGULAR'ORTR GUTARrtMPEZ0lD - TABLES IATHROUGM IBA, ON SHEETS S THROUGH 2O RESPECTNFlY:USING _NDING IF THE MULLION 15 SPANNING VERTICALLY OR MORMDNTALLY). THE Fn. T.F OPENING OBTAINED IN SHALL 5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE W THE NEU COLUMN ANCHOR CAPACITY REWIRED (LBSL THIS VALUE REPRESENTS THE WINDLGAO TRANSFERRED TO THE SUBSTRATE BY THEANCHORS AND MUST BE NEF TO ATTAN THE FIX]_MU WON CAPACITY. 6) FROM THE ANCHOR CPPACRY RBS1 TABLE ONTHE SAME SHEETANO USING YOUR ACTUAL SUBSTRATE CONDIRON ( MULTIPLE ANCHORISUBSWAMAHCHORLLIPPATTERNMAYAPPLY) SREUANANCHORWPPATTERNANDVERIFYTHATTHEREQUIR ANCHOR CWACDYISMET. 7) IF THE MULLION CAPACITY (LBBI� OBTAINED IN THE TABLE IS HIGHERTHA.NTHE DESIGN PRESSURE REOVIREMENT (LBShT1 FORTHE OPENING, YOU MAY USETHE'ANCHOR CAPACITYADUUSTM FORMULA'TOOBTAINTHELOWERANCHDRC AQWREQUIRED.WITH THIS VALUE A LOWER ANCHORCAPACRYOPTION MAYBE SELECTED FORTHE SAME SUBSTRATE BVERIFY THI )OBTAIN FORGN PRESSURE THE MUWTING O)N SYSTEM. THE LOWER OFFOR THE OTHERODUCTTO BE USED AND OOMPAREWITH ME FINAL TWO SHALLAPPLY FORTHE ENTIRE MULLED FENESTRATIONN PRODUCE ASSEMBLY. 9) HIGHLIGHT OPTION USD MO TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NGA TO APPLY FOR A PERMIT. PRODUCT REVISED apll'ng M W Oro Florida dd,PB Cella NOA-No. 17.0630.01 * / No. 51705 A LYNN MII FL P.E.# DETAIL A, DETAIL 13: MlnuoxMULLION ATTACHED TO IX MULLION TO 2X WOOD BUCK WOOD BUCK AND MASONRY OR WOOD FRAMING (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) 11 VMFMY4E 4 0MXL. scPL.V I MJ EDGE d OTT Fm FMVD EXTERIOR DASTAHGE IB138 Arm L_ SIDE VIEW FRONT MEW INSTALLATION 1,10171ES. 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHAL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS MO MULLION SIZE SHOWN AECV ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR WACCY IS BASED PARTLY ON THEMCHOR TO ANCHOR DISTANCE THE CORRECT OUANTITYANO LOCATION Of ANCHORS MOST BE FOLLOWED. REFER TO THETABM ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHERTHE STANDARD OROFFSET CUP MAYBEUSED. 31 ANCHOR MEAD TYPE MAY BE PANHEk[). HEXHEkD OR FLATHEAD, 4) WOOD BUCKS ARE OPTIONAL. SEE DUAL C, SHEET 1 5) CO FOR W6ONRYAppUCAnONS N MMIZ,ATURMPS ,ECCU�.USE ONLY MIAM' ACECOUNTYAPPROV TV. MCHw BU RIP EEpTrpLNMEM SUTIBLZS1.a ffoTHERS .EwTE'. CpICNET�lce Eci CMo SIDE VIEW -?, - j1ZTw3MElMDO.t PRODUCT REVISED ...... I= IM M. Flofld. Bullifin . woA .. 17-0630.01 Ex,i,ma.. Dam 0512612021 CEN 140�5 70 Ofz u DETAILC: I,IUWON DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CUP SHOWN) ERHERTHE STNipAI✓D OFF4ETIAI CUP NAY.EEE INsrAUEpsr I P Tws vx-TxaO 1 III ,. < EXTE a /roavuwm -III, � HTtE� VFisET OLIDIs E p. N'tiCSEC" FpFFM cD' l I E WIXpTY4.&RwYH� A13p BEU5E9F0R , OTXRFRMfr TYP � BEET S ES .TIIS'CLNCRETEOtCMU M.4311(IX'NETEER CMU Ib193 FROM VI SIDE VIEW INSTALLATION NOTES: I) ANCHOR EMBEDMENTTO BASE MATERIAL SHALLBEBEYONO WALLDRESSING OR STUCCO. 2) QUANTITY OF ANC HORS AND MULLION SIZE SHOWN ABOVE_AM FOR PICTOR' REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE TPIE CORRECT a ITP AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFERTO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS XD. ERHERTHE STANDARD OR OFFSET CUP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, THIS SHEET. S) FOR MASONRY APPLICATIONS IN MIAMI-0ADE COUNTY, USE ONLY MIAMI.DADE COUNTY APPROVED SUM ULTRACON OR ELOO 1/E' SS. AGGREGATOR MASONRY ANCHORS. DETAILS -E ' MULLION TO MULLION INTERSECTION NOTES: E d (U-CLIP) 1) MAY BE INSTALLED IN'TEE' OR'CROSS R�$ 1 INTERSECTIONS. CCgy S Y I� 2) MAY BE INSTALLED HORQOMALLY B L (sHOWN)OR VERTICALLY. ry 3) SEE ULLIP DRAWINGS, SHEETS 21.23 'Lc,O W TOP VIEW FORCORRESPONDINGMUWON. Z O W J In vAalEs-� .. s N 8133]EE4CFEWS A 56F-0N "\ AM Oa PPA pt1L �AMLON AxDU5E SN9 (t ID m O L' :� WLLIaN � 4- OZ I. p 0 1.te'i'a[ri—LIHTiEFSECfIW ':. ls� ,. JI '.I LN'J�K�'m O V..W Lf yE L EXTERIOR ] < 2. 2 0 Q N A a n z m � SEE 4HCM=AT FOR HOL=LaCAnlM9 a OO FRONT VIEW PDT ce ® H h m ta•t]4 � O Z ¢ O O rn tl yqD K SIDE VIEW DETAIL D: PRODUCT REVISED MULLION ATTACHED TO plyying wII Btn Flom: 8 drop STEEL. STUD CAEo N.n 17.0630.01 xoA-No. (STANDARD CLIP SHOWN)' �/I eOA Data0.0630. 21 TYP. ANdP¢ �PFH4USSLPATE. 9EE TABIES IB1]R 4 �� st_'sXEEe _ HqE wunus FDP STEEL5NO4TXUNERIIWY FRONTVIEW mwArm Wx]Rumwpx THE PLMRInN3 coDEAzx woopenoax AexsrusEp ATTAfM4f HBL9. EXTERIGR USE WOW MANWrRCHfiR SPEC$ NOTES: 1) FOR 2X WOODAACI(ED STEELSTUDS, WOOD ANCHOR VALUES MAYBE USED. 2) SEE CORRESPONDING MULLION TABLES. SHEETS 5-M, FOR QUANTITY OF SCREWS. ofI Ts µsE ."i] Y LENI YN pgvi 4EETAHIEB .` ao�;... * Alp. SB)Ds SIDE VIEW T(•' DETAIL F: FIELD -MODIFIED MULLION CLIP (F-CLIP) sE=oETuls4u. `SHEtia 3IHG]PF P+ST4IATIGII x TGS KIL'.L5198fMTE4 =01 MERIOR aTXN`R MuWoNmv ...FED TG FIT FIED CGNonQ. rMIM1LM ,_Fm ANCNCR PEPTML" TE. SEETMLE91&1]a IMG WDW,srEEl, GTA.DM-CLIFTOBE otuM.cMe GP MIHCrvR+ MBBIEIEBINFIElO. EXTawoR C I SIDE VIEW axrn4NwrtH rXrX,las. 1 mGE 4 DL4fA4CE F40.NJC11'Jt NOTES FOR INSTALLATION OPTIONS R. 1) DETAIL IS NOTAPPLICABLE FOR THE BAY OR 1.D6 XMV XA25 MULLION. 2) SEETABLES 1B-13S FOR ANCHOR QUANTITIES AND SHEER 21-23 FOR HOLE LOCATIONS, 3) THE2X5 CLIP IS NOT SUITABLE FOR THIS APPLJCATION. I ari a DETAIL G: DETAILH: I C a ANGLE MULLION CLIP BAY MULLION INSTALLATION (ANGLE CLIP) (ANGLE CLIP) DETAIL G: DETAILH: 01 TOP VIEW W 8 GRi86I I INIOWCOD. /III(//ICl/ `TIP u OP RN40NRY FXiERUR 1� Q 09Tx6E PEfl �ANCHdi E O NOTES FOR INSTALLATION OPTION GB H'. G I) USE2 ANGLE CLIPS PER MULLION ENC, CLIPS MUSTBE INSERTED INSIDE OF MULLION. 2) OEfAIL G: SEE TABLES 18-14D FOR ANCHOR QUANTITIES MID SHEETS 21-M FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 15B OR 168 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE LOCATIONS. xoa-xa. 17-0630.01 Eavlm6on Date OS12612021 D � 'I m1nml-D v.o "a con n ¢ 1 a z N III w ONY LYIVAf li., i ATE �YORION.... GAt��C ANAL iNAA I I L{MNINFLL�, P.E. 8 FL P.E.058706 j El 70b 1x2x.113M "gmuWmnlaI Imb S'a. 2h [eKm> gmnuTYLN LIP FYONhacm Mc11ot GOp PaEams Fp. Camsef k EmLNmNIM: xMenaaO{IYYn.6G/9bMfemC9stl O1p6b lk >pi p0 ]W 6n IMihn®LIY NIROGISWWL(x 06lUCAp ffR. ]k 410. M. {ArcMBBr Mn LI.G/QILSM4b Clibl(F'0 ]k t201b 70. ]MeAm®0.{Y Mv0.0 IV.Tp tle.l}S 0.2m IFY.Ik WA WA 1Bfp I...mm> ru, W'EIen UINCm ANI' hN{ W9a BApb> WA WA ... 1ROIta WA WA wm. "].L We• 110Eko Il1=41 r 1N4M WA 1mv WA a2am vip'Ene N>Ya� t• ttrz' 1AIC 1.1/1' 9pb RP➢W WA mt N0W .ors WA WA 1>sm1 upm HOMQIV IY'EICOVLneT t• xlrz' 1�1Y' IAIf >H PI lapW WA WA WA i9p 2a WA WA mm. Bpm WA WA III•BS Fko APIn. r 1.11{• ]i{Ib WA T/0b WA 1I9'Ekv Venom »Iv VI/P fiE11Le WA Po Melel . IK'99IXo A}pRfula>9umY r r Mfib e,W02 21p 61tt1 IG515[mrIG519iF/:IGS) rt1a• 4YS mR 8@tl asl• ISR' e-05 o]t1• 'eMf NI Et M2M 5&I p++ WA EB}Re B99ID> 11Rpb N01L+ ipv2lb 6p2M B951L+ 1fIDm N'A WA WA N:A 119W ter lb 31"�W mm. 1mm }21 m. xmw t Alaparl Fckp tFN. sk }ArcMn®f.14'Nin.O GIFdIO W.ek 2W Lb ]W0v WA WA WA WA tvp 6e HIA WA WA %t ma M24 XpIM FIGURE I: FIGURES: TABLENOT" ,1)SEE SHEET. FOR mSYRJCi O.VS OIl HSINGTF.E TA9 +AMU SKEET 26 PORINFORMATION GN IOPDWG. _ ,_ • • I SEE SHEETS 24 FORGENERAL INSTALLATICSN METHODS.-t-- ' 21 LINEAR WTERPCLATION BETWEEN MULL LENGTHS ANOIOR OPENING WIDTHS IS ALLOWABLE FIGURES: 3) MULLION AND MULLION CLIPS SHDWN ARE NOT TO SCALE FOR E U DIMENSIONS, SEE SHEETS 21-23. • HOLES OBEDRISHOW ILLLED IN SUGGESTED. FOLLOWiNG HOLE LOOATIOFl3 RESTRICTIONS SHDWN QN SHEETS21-23, 2.00W 26' BE USED WPaRS. 41 CONCRETE 13013PECIWGCGONS.N OW L (CMU) HAULUL CONRM FORM TO PRESNU E-TREAUED AT.1 ASTM INUMS18g.WOODS Tfi BeBE EE A MINIMUM CONCRETEBLOCK UTHERN NINE WII MS OFALUMINUM SOUTHERN PIOEWRHINSG OF O.W.dD ALUNDU HALL((18 FIGURE4: • FIGURES: FIGURES: e YELLOW GATGANSTRUCVNIMLb1 ELTOB THICKSTEEL STUDS TOREAMIMC4D RAOE3MUN SS'TWCIOGAUGE),T3SU RAL STEESBO ONT RS INTOS WOO METAL SHALL E IMSBOR410 S.S. E4VTHREADS BEYOND W000 MAY BE STEEL 16d S.S.OR 6ID 3.3. t'XT%.taSMUWOx • THEM TERTHICKANIH2ANOLL THE MATERIAL N108iY12ANCHOR3INTO IN PRODUCT WEVISED oa complying.Hh t1d Flo>Ida Building Code .N., 17AW0.01 lapinn0n Bata 05Y26/2021 B minor wind * ^ No. 58705 TABLE 2A MuIGen Capacity Tab@ b¢ WiEN(l, o,ii®OyapVtImm1 VBo).'OP-I"9 Hc4111(bt MAmea%sETmwoSo) I Win 1@F 1'pF WM to ,.O,aa., Poll 911^ W1F took, RxrvmWly TnpIM¢ Pena:pWar TlaMnap. Ronmgaw TnP'MSO. Il c.Ioly TeN11bK. Revunywv TnM'la& Ranap:Fe LnpfMy. Ranmµlar Trayillvp. IeWlry LDail:q ftMaryWal l*+p]emp. lmNry IadW Rsiarylal iry/]nay L®illB �g^9 1a2a.3]6 L�ep LwL6 LmPry ImCIN f+w.'Iry Lm1p LaWhp Lwellg L m LoaRN Id>mnB LavNq ftV..be g SMumon tl^ d� L { ID9$J� 2 L LN Uhl' s$1 a"� �� gg pp �� 1 �� @e s� fx�' �� aF 1mo em nao . 1su 6@ Im9 Im tar fi@ 1mo wo IV. sa leas sla IWe (XV Ilme sn me e@ +@. N] ni 1WD 97 N9 652 1WB fin x] Pez tang 5" WF +xae sm +Wv He 1mH sm 11Bz 4+o GB 901 IR] aW lag 5@ I" a@ ace sm 9ge 3@ me m s9 3W vm, sot W.9 me a4 w1 W9 Uo R9 5@ W9 age W@9N 1W7 159. I.. 3R ¢11 i.2 m9 3]1 ]I.1 Ioo W.fi FJ N.8 65¢ 84B. 3W SI.P IN+'Bi.3 36] ]t¢ IY m0 3Y 4V SIG M.0 SY WD 1!¢ Pn9 8Y 33.I 6'B 930 1'd &F ¢SI M 618. @6 riB 4L bL e, _3ID !f0 M] il] 3II 4]9 YA 0].9 ]�¢ 41.9 _IW %0 ]15 Q1 Nl ¢1] 911 II6 ,Z fits ]+] m5 IW ¢la 3tl 38r <W ¢1.6 N]' s, 'IIJF",R8 -_IlI' 6l9 ]m 91.8 2m H¢.ON. ,6+2 - m.B 4L Z. 'X.l 3f6 R6- fiB ]]) !.1 aM V.0 ]59 RO 3N435 EJ 9] LI 194 4l '. I. SA 'F^4 Sl F`-na 91 fil.a 35] Na HI iQ Y:'3M 3n1. 'aS7 _Z6`:2b14 In. 191 3nP R3! 'B.9 SN T.t"a4, M. `1W: `]4X'aR T10 3m ad5 Z]0 t93 'al: RQ PJ. :1aB.-SM R0 3]0 5 e3 _[§.B V.9 V1 A.2 iP9 341' 31e X.0 T ]18I 215 234 S! aP RYl 191 36P. VO )10 1¢]. 53 jt.] t96 LV6 TR µ6 1T3 2G. ]JS Tl.] 19B. Ftl _ WF 2$-'ZISi'{@ Ilt'Lt IT.P'=fig. "RO--Yl` `d2Z 'IBl' 18] @5 a6 1W 'L`5 =_ 'no:'1BSi RO 1a0 L! lei' Ia3 1P 13BI Im`+. _t1Y III ]aF i¢N XO MP 214 9! R@ 1@ s0 1T/ too ]39 R¢ Zn 1@ 313fm 31.1 1¢5 3n9 RS 'Ad 9B @0 ITa M! 7x t].T 'YG 1@ Sl.3�fe/ 147 1@ 1]8 14] 3@ 1@ 19.r Ia.+ 16 +8] IS¢ ll3 EQ 1@ tLa 148 1p I55 ISO 11.8 ]9 1@ Ial 133 iPo 1@ 10.9 101 3W 1@ 16.9 161 tY im ae a.9 7@ 1@ 1S! 1. 151� Ito WN Iafi 1H 19.9 1R 1S1 +H 181 1W -WE 153 1D - In TABLE 2B Anche]C.: SWInZ 2h fvcMe - aD S.GGY.". Tabk Ito .11 [M1'll FIkCCMI PTY MaSI !N6'FM Y1'SS EbO Y10Ek0 1N'99 ® MD Sttl Yla8b1 F- AmM Tpe' LICDm M:aAn YC FkoMOmM IlPamn Y18'EkLm�a: iMM[OMBcm AppeG1W ursm Apne6a Gem.IPs3 ficv.Wl1 145 6nw05) AncliorC9p Panama a.ln �• a-1r. 31m 1• z-frz' 1• z.11r Y 3-@• r aae nN• 9.ss!' 6Qa OUPmaen] 1• 1JV' Idl" x' 1-1 M' 1-IIY 1-t/C i-LI• Id IP 41 N' Y 11:Y WB• w¢H fm a•Lmml Mt MVf IAI' W 18N ISa i]8Pa IDb Rut ]0Y x] b t&IW BIBM 1I11h HxIN `Na'L aArcMn®1.I5'Mm. O.G/SWsdmgGel OlDnh IF 3@Ra W T WA WA WA wc2 W!I[a 119Pe P Npmreq LlS'Mm. OG I81N5N WGla001DM1h 3{ HO9a o. e6Oa 1®90e WtOa GSM IfIDb AAMIdx®Ylfue O.C.IPILINOb OlpfllF'p. lk ]W bl ]®Ib 6m Wa 1lWOe 1¢Wb !WL eNb WA ]W 9v ]N WP Tlllex 3Amlwn®nA5•Wnn.GILLG10.hW J2YA3n^.IFb 1k -WA WA WA N/P WP WA WA WA NIA WA WA WA WA t AxM/FablRv ]' 10M IW IN YM Ee NSb 8a lb 135b 1<00e IT)IY W89a iBrM 9y Leo Ixl iGv PnM Soothe 15]PY WA WA WA WA 1WM WA WA WP WP WA 311M 1It 4UHaIG WBRa 3Aw1.m®f.ISlf OC/FUpISU�e] 3180a NOTE: FOR THEOFTSET W?, DSt Imt a twre-non rn::va...:1+.........:..............�. ..._.....-_"_-_... FIGURE I: _ - - FIOURE2' FIGURES' ANGLE CUP MUST BE USED IN PAIRS. FIGURE4: FIGURES: FIGURER: G NFNTFORMULA m1=ANC8ORC0%10 ]a TABLE NC2S' FOR AND SHEET 25 FOR WFORMADON ON LOADING y 1.000• (- METHODS. SEESHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS 0ALLOWABLE 3) MULLION MO MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 2I.23. 2. , HOLES TO BE DRILLED IN THE FIELD FOLLOWINGRESTRICTIONS SHOWN DIMENSIONAL RESTRSHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, PPPNCMMATE HOLE LOCATIONS, L 4)SUBSTRATES: CONCRETE SHALL CONFORM TO AC(301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED 3]5' CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED - MLOW SOUTHERN PINE WITH AYSGOF0.55. ALUMINUM SHALL BE 60 T5 AND BE A MINIMUM OF,125' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.04S THICK(18 GAUGE4 GFRUGFU I STEEL TO BE AT 1'%a-%3r5"MULLION LEAST.125• THICK AND A38. ALL ANCHORS INTO METAL SHALL E%TEND AT LEAST 3 SCREY THREADS BEYOND THE MATERIAL MO & P12ANCHORS INTO WOOD MAY BE STEEL 1&B S.S.OR 410 S.S. h.2 1£ 5a 9'�+C '' A ePRODUCT REVISED r ButlEplying with the HI inB COE NOA-mm 17-0630.01 Baplm6on ogle US12612021 By Mlem m uct CPntm \1\1111111/I v euy/� ��2e/��.,�, ,AO •, stATE GF" /%S�ONAL E� A LYNIStIL1ER P.E. FL P.E.# 58705 i �; mii Wh )am wm WelmglV mnm.re. WmrTrt Re en6 IbtlYplla' mp'MW� FAnaiplee. mpTlmb, kA Toy'!, 1Z21!Z �. Lulnxbale, bean 1°^x"g Le"beMp boN' q lnu Y bMlmdp 1mdn0 bedloal^9 e 9 ,y S)Tube5AI$ $_ S z+a a $g g g aTuae $ J� � J� 3�� J �e d �� MOBOR � s`g, s �g � 3� f �� aB __ a 5S1 I115 UDI I)l4 - man i01a a4x 41.n Axe SL m.o .11 MI x90 m., .1 ..,., m __ ]At .,• II3 —.- x5.9 — m __ Su __ 8A ze.t Sn x5] ale p51n Sal 3i1 3`JI a5x aV 2; A= TTN! I a5.5 N. N.a m At 3M foam Nz zD za.x xo5 Aa T11 al9 a51 t)'S aJl te.o tse t5.t xxi Is. tb .ttPn 27.5 zi5 ]3.) I"10a Me tat 11, Me vs te.9 lee lYl'm na fY rts lax al m9 n0 112 Xtlba tllV Sabana¢ x.Ik LTroTO 15Y CGne. }Ya•Eleo AnNwTYGtt 11P Ebe Wlmew tla'E4eVMom -mlfYm uwam ]'10Eko1114mon tll'Eka Uba<m 1ATSaw, A90rtCWW UIVxm An511oxCUP PaLLems x.lm YVY v bla• r x.v3' T Nla' Exwlea.. t 1. »rs 1. fiV{' 1.44' I-11<` lAN' 1-LIP Eawee Y]IC• ld1' 139 IJIP a' I.VC IIOW fN Oa WIIM a AfNmsM4x5'M'f.0.0 I51alvG Pww®1.15'N'h V Cwat dp(4'N. 11 ]5541 1W GY ISO ea ®lm WA 11Mb WA ,IOW R'A xuu. SWW DNM WA WA WA WA 42 D.G/SIUEN1m OOV'OaO pL aF 450 b9 )Pob WA Rea Maea SW IN WA TO x4a PY 00'llOs 4 Amlm @3'Mn. O.0 IPIa.SArab CYMlo-h ]F 160W ROM 64° ISa 1550 Na Ma WP WA NIA WA WA WA aA 0.15•MLt04.IVd1P. W..l)AAiYn.1Fq. 41 WA WA WP WA WA I]9M Ibbw 11TM Di0A +BIM F31ee t AMWIF41p O'b_n1 fASM 11W xKlb MSISi PIlIM WA WA IYOW N'P WA WA WP aA Ql.Ie`Nrt O.t/Fa110 PL ak zW W' SYYn WA WA Vn111CC AST I NOiE'rORTY.G ORaEl wr, acc m=4-m��•'•-•'--•-�-��__..____. FIGURE I: FIGURE2: FIGURE 3: ANGLE UP MUST BE USED N PPIS. FIGURE 4: FIGURE ® IIjFIGUREY� U� I'4I M141 l ai] 1M aT 1.11 Y31 w�. $TANOPAD CLIP. �C:RCLBO McLU'u PRE U`FONTHE EXAMPLEONSHEETN. TABLE NOTES: 1.000' r•- 1)SEESHEETI FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FORINFORMATON ON LOADING SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS M ALLOWABLE 2.>fi0 3j MULLION AND AfULLION CUP. SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. ILL HOLES TO BE OWLLED IN THE FIELD FOLLOWING OIAIENSIONALRESTRICTIONS SHOWN ON SHEETS 21-23 FIGl1RE5 SHOW SUGGESTED. APPROXIMATE TOLE LOCATIONS. 4) SUBSTRATES :-NOR%SHALL CONFORM TO AN 301 SPECIFICATIONS HOLLOW AND GMU1FPILLED 37W CONCRETE BLOCK UNR (CMU) SHALL CONFORM TOASTM G90. WOOD SHP11 BE PRESBURET0.EATED YELLOW SOUTHERN PINE WITHAN SG OF 0.55. ALUMINUM SHPLLBEfiOB'i'TS AND BEAMINIMUM OF.125• 1-%3 TS %.3T5'MULLpN THICK STEEL STUDS TO BE MINIMUM GRADE M AND .OAS THICK(18 GAUGE). STpjUCTURAJ. STEEL TO BE AT TL�MATERUL.4108K12ANCH SIIWO WWMCHOIRS IOOD MAY BE STEEL 1"B.S. OR 4410 SS. SCREW THREADS BEYOND PRODUCT REVISED plyln Withtb.Florida 0ulimn9 77-0630.01 NO FNo. Eaplrotlon Bate 05/26/2021 Ep M. roluet EOnlrol a iVNN MUCER P.E. FL P.E.0 58705 501n WN pxytylly BapTAaN, PnalvgAY Tnp'Nvq. 11 LT6i IyyO tuvJnO 1mG10 Laa6re .BsOaMm. BT"aeal n r a"a aa� a1 �I K9 i ul.I i MN Mlp PoN WA IWh ABS P0.0 Si.1 129 '.fIXl 611 9{2 3W ]M 2W B01 N.1 53l H.] A'Id IBB 1I{ WI JEO Mf ]21 W.i 1;1 ]S.B %3.1 ST1 M3 10I 35B Rl3 ]flB ]0.0 {9.{ ]i3 35f] IN W ]59. 311 bl B . 51.1 AZ ]0.] 21.5 11 512 {W SSB 3N SI.I Gl.l J9.0 J2.1 225 1I9 I50 ]I9 %9 21] M. W.0 J].! 2A.0 10.0 5I1 W Mi �. fi8 20 800 55.] J59 308 1B9_ {I] 119 NJ 'SIN ZM I50 MI N.0 310 TV 5I1 ME 117 ]N 2W 65.5 51D YI _e.l 19P Bw MI ?V 3M 310 -TB 113 W.0 AO 31S 1ST ara M2 101 JSB IDl a„e Ii.S 290 310 Iflf w 13i JJ4 295 bI 111N 3I.B ffii M.] 2A3 2tl 201 AB 2M IBB 201 b.B b5 11.3 MI IB] 3]I i5A iBI 10D IMb no W Y] 24 IB.] 2A IB.B Yb 167 3E 1fi3 Elrz IW TrJARBarePa. M" WJ00 IuaYng 4= 1 MG I oa I W.B 1ZI 10.8 10] 21,1 Y9 1 15.1 1 o% 1 192 Anchor TaoW 111. WIw01u FhECMI "1.1. Yny vAVW IR aIi�N 3.'hfne Urs5EW va,E. WW Coop Sttl n2s- 'a5- grahvType Y16 FkoN as IN'Eka UNaem y10Ece BI1B.Nfam W'EIa umom AIPaW10 IIRWN AN•aGahr 50-M51 Sa,e. 105) 8ertv(O51 Anchor CBPPQ=mB V1 y ` 1A1 P 3' YJB' S nN' oM• 0. Sao, Wmv My I? 0 I'll t-tM• Lvl^ Lv1• 3' -IdA' iJ0• 'Mea M31Le %D n+ EmMGnmlm. wr Idr 1-:N' 13N• a 1-Vr IN I22 IMIN SIo. ]1VA Wllea Bbba %t ba RPrtIMO ®A.IS MIM1 O.C.IE tlE elPoaOl PlplFb.lk ]90E9 IW4 4. BMIN 1MI4 2Lft I1 WA WA WA WA WA M. e05 IIMW I2""a"Anc,1.IP MIn O.GIStandatl(v OIbelIClp lFk-21 IBOb 1Wb WA WA PBnIUa INO Wa WP IBW 4< WA ]BOIb MO Na NOIkO WA Ito NA WA. i101K WA I. WA 10p31p WA 5.We b TIN Nf I AMMa R3' Nn.5A,,6 alµ 109, 31 OGI PI31i00 Ba IM Ee WA 31Ab pro®0.15' Gl Ym'0. NI10.135'Mm. W.1): WA 2 am vt.o. WA WA WP WA N/A NIA TW 9]O Ra 1B11M JRIBe <i]lµ IIOW 9114 EBBNf I ArcMIFCIIp1FIp.33 I%4 IBI Pn W.. MShs O'QNa 135 Pa 1101'n WA WA WA N1W N]It BIAIOv 2MNmG1.15•N:nOC'F-G nk.Ot 210b ISJ Oa WA WA ....^•.wne.. n. ��ee WA uC THE WA 1901Y UTMJaARO.:JP. NA NIA o - .......•�n.,..�,ce •ec��cen of THC F[LMC.EON SHEET2L. NOTE V.n :Nt Gll.. v.ur.we....................... ...__;-_ _. FIGURE I: FIGUREZ FIGURE 3 . • ANGLE CLIP M.. r BE USED IN PAIRS. FIGURE A: FIGURES: FIGURE M.0 Btl 10.1 Q] 10S M MO '.10 1ORCAPACRYA0.IUSTMENTFORMULA: X cam. ANCHOR=ANCHORCAR- MOwUL,CTOGU. THIS REQUIRED'CORR CORRESPONDING TOR ACTIN REQUIRED' CORRESPONDING TORN UALPRESSURE REQUIREMENT FOR THE ACTT WHEN ITIS LOWER MULLION AOITY (FROM THE TABLE) OUM A CHOR ED LION. ITWILL YIEYJ BE ANCHOR IACITYTION WHICH MAY RE USED TO MTHEQUALIFY HOR cAANCHOR OPTIONS FROM THE :HOR CAPACITYTPBLE TABIENOTES: 1) SEE SH1 FOR INSTRUCTIONS ON USING THETABLES AND SHEET25 FOR INFORMATION ON LOADING. SEESHEEFGEET 2-0FORGENERALINSTA MONMETICDS, 2)LINEAR[N WOIATIONBETN MULLLENGT AB ROPENINGWIDTHSISALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FCR E,,a DIMENSIONS, SEE SHEETS 21-2& HOLES TO BE GRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICDONSSHO'AM ON SHEETS 21-M, FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS, 1) SUBSTRATES: CONCRETE SHAL1. CONFORM TO AD 301 SPECIFICATIONS, HOLLOW AND GROUT-RLLED CONCRETE BLOCK UNIT(CMU) SHALL CON FORM TO ASTM C-90. WOOD SW BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0,65, ALUMINUM SHALL BE606 TSAND BEA MINIMUM OF.126' THICKSTEELSTUDSTOBEAMINIMUMGPADE33AND.C1 THICK(ISGAUGE). STRUCTURAL STEELTO SEAT THE MATERIAL IX10 #12ANCH R INTO5� Y000 MAY BES ET ELUE8 S.S. OR 10 S3.�THNEADS BEYOND PRODUCT REVISED Bu t..PiYICOg 10 th. Fladd Naa-xo.Ee 17-0630.01 EtplraBen Dow 051262021 By MiamF a rotlue Can3rol \\II II IrIII EN N31 P *: No. 58T05 , .0 'V ATEO TONAL EN1`� A LYNN IBAILLER. P.E. FL P.E.#5ST05 .9991�dM (IK) GL2K L 3YHN N ww.aowomi Wm F`1 Oy OO N pri GEO1p a 4 oe KW3 r o okok ztl0E �Sbl�of o� �9pQt 5pa€off' �amG'� �UU p.g �bWw<rc� OO�jO ��pUU a�3�oWbp3 Qga3 N )ttJJW (=�K Q % FVQ�UOUei p M1 wgag LL�4pU i PAt3<D6guQ� NP•maaWv ,,. �� Alaema WPMN ^ 2 R n S � L� IA S p q A c $ P Iwd9Pdeon /ae.taauPW - .. S R � o � R 9 Myma 9vwm, a R g 8� td% 4 x e a a Norma Pray _ NPmmowmna � � ^ a�pP FmWwv�ab H R �R S R R o R 3: RR R F F R 5 ford PPW.a NP.ma PWw m R s A $ R'8 e 6 W ME- S3 pF � y q � - � 22 Norma Wtma ge E Iwd cPPmva NP m'JaFlW & 'R ` A ^ 'e �.iR n 7 R _ 5 N�.ma a.ipya ti m � ^ •• � - E e a Im09.pNwy i P Mama Wa nnS B- ^ (W19POPR1 �'�;'aR�9aRR� €�aw."aPrmtiE�Bm. �c E g_s NIVPPa"PR o$s �� _ NPvma Pvay - z .. SI 5 ¢Wwd a q U E' i2 (pd DP9Ntl Norma Pyay ^ QQ S 3 8 N,ewaPww r g�g,� 5 trumo 2® 4Pd.awoMN P9 $'s - 2dm9d. NI'Pma u.min ex .n Q A R R ;� /aavma.alaW - (W/ Y) Nuwa womr pl 'e � A q ro.n p y y R S N(W(Wvei Py r° 9 Normaw C R n R m E m s s s ns' CIHi i"l rw g 0_>.6:I I x n m •m s_ v J f yOR • � qNq •C r w� N N y m Elm m� • •� • • Sc, m n• ®m �m Am T •• W y 111 m (Z] yAAm �POC 1yn �N Z O�O�my yAZ Y_ bm O MdFmv_mg D�z Zj oq x 2�3 mom O °zExp AyE $ my b�_ m zo°aim m 9 Pm°M y` zzs �49pa 3 m ]�� K, my0 (i 02 o z^'"o� A.>i d �au ?° Z m� `C^1mm.� 4411 y VI y4]oo9 4� T' z mm �. n Ao 9mo a (]y yuy OT yA Z i ° 6y i'9O 20 m S K Wy ��m'yz mN O m v o �y�9F cTiN g O A$.NN F C o Co a 91^ � zN� y�< zZ?o a � m: in u � C.n m �. .. .,NFF •� �'ya $ ' m �a� v 90® NNE m O�iAll' eN��occ iiz sc.3�y ipp peOe I��fy��93 ;aka=rcV=3R € a G R i • - yo T q Muo in R oyyl. � ioiE p@pq@q 6b�E yy@ po'Sa t�C]IS @@aaP: �SSa seal>�S_FS�-aS19 a g°Sn v(Ytoy a g 02So z�i x o O nip;�CDc O O j D Airmm]P°'O FF m OmOyOOf] nmAcAymp�p dp �NZ�AmADL p oo� PH Yz > > �i y yD =mTAZz O Zr EE Zyam= A C m �Ay Em YA CC oz L 9 =me MJ4mf o Pwna aw�M RepMeC l••1 uu��w aw�nr MW4n GpeR/ �N1 'P%rMl Pdly t4a�ly Rw6e0 @nl NJrw Cmr.Gry _ e QOQeCw�GN RwYM M) MWIim C+OeGM1 SO e 9 9 z L N+•�Maliwl'• ((�� pry� MWn uwdM1 PRhdGgcM � � � � � � � � S � g 3 PeV`Pml•.1 63. ' (w0 �eo-]Rm 7A bolo BpN IDln WN vum ^. •_•• - t id t.l)6 PrctaWL ]tgRfpmp' PedmpJv Ra[IfAenR llacrmppa 1Rdiemq attSrnANv Tn4Nan0. i+d%^9Jer TlapTnerg. Pa<Iel" Tr°5{1pN. acm°PJe T'mIT0m0. PecWqular TrspRneN. BeNmWe ]rvpRnme. w.Wrq 0Xa0G waW°A 1®6nA Lne6np_ IneWig Lmtlnp l°+LrA InaWnp Lebnp InaWnA bWn9 Lmdrg I^ed^p Lm0"A weWg L°a6nA lnadry A. TrIWe n i v n FT i F FF �MJAbn��.S�a s e a®�8a.s s s 5 s@ 9 sfy' a " "$�'. $§ q° s r y a' 2c�� fl l� � 3� �� a �� g; ; � �� i� �� ]SN 1�.1 11K 1]00 BOT 103.1 W 111.3 BBIn B8.1 ]d3 B1.3 1Bem ae sre wv 1511n S)A 665 HB IbIT 43.8 4]5 48A 146r 23.4 Sip 'Al A,ld,*r CIiPPaOema 1101 159A I01] Ii8.2 1166 110{ 11}I 1M.0 19b NI &1 1123 1030 11N 11K 135.) 1158 BM NI m.i 87.3 110{ 11K 1193 IWD 00{ 816 09.0 81.0 11N "a4 Lt. Beg NO me ]42 02 IIN tiK BtA 69.0 WS 090 8A1 ]9? 11Bd 11}{ W.1 G.] 23 1} B�9965 0]8wl SY W,] 6].B 143 )Y 5)1 493 t?284 B21 0T2 {flB !2B R{ 041 61] dT B)b ]5.) ]91 35.0 B4 742 580 654 n9 ala .41609 b0 11 031 �tle 001&1495. d8.5 ]10 ]).0 742 SBB 636 WrB b]] }3 490 ]1,] 0.0 BMBIA ] 6M a. d48 3A2 ]1 6P3 81{ 48} I61 19.0 P.1 A,1 24 &1I.) ){}q].0 30.5 606 ID.0 ?!,1 W] NI IS] ]I.0 23.3 }B.t ]4} 6M 559 ]Be a }<] wB IB.O WIM ].5 {.l E@53 SN68B d.4^ In 19.0 dK 9.l UB103O4 9.0 IH 35.3 4n 208 109 T28 O6 2d9 101 I}0 ITJ 211 ]95 18{]5 f0] btp0 II4 ]91 1B.] }T IBb AO Ob 2B3 ANCHOR CAPACITYADJUB UIB°ee0 I M•Ele,WneF Ca d.� OI dtyT bl ilbB) ]tl O'Fb°JIFaa°n I lli El Uftcm PA°°reGbr .1.1. P4Pefial°r lscrtwl� Bcnw (Cd1I acM(G51 (OP,e)X ( ANCHOR MULLION CM..... I USETHISFORMULP TOOK FIGUREI: FIGURE 2: FIGURES: FIGURE4: FIGURES: FIGUREIFT 9: FIGURES: FIGURE& FIGURE]: ANGLE CLIP (FIGURE35&S) MUST BE USED IN PAIRS. WHEN IT B LOWER THAN THE MULLIOn (FROM THE TABLE) OF THE SELECTED IT WILL YIELD A MINIMUM ANCHOR 'WHICH MAY BE USED TO QUALIFY 4L ANCHOROPTIONS FROM THE :APACIlYTA3LE `e W X G U X Q S he 0 0 0 a ' s" � -3 PRODUCT REVISED pl on wltn Na Floaida 6ullaine NO".17-0630.01 Expiration Data 0512612021 B Mipm re epadaat Cpn4pl VA.-.11. aa I rvn I rvn I ANDARD CLIP. - .-� 1.C52' r•--�j 1.000" - ' ' ' .� NOTES TABLE 1) SEE SHEET i FOR INSTRUCTIONS ON USINGTHE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL WSTA"TION METHODS. �YNNy%A] 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOROPENING WIDTH$13 ALLOWABLE �331'N 3) MULLION AND MULLION CUP$ SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE 4.00r 4.800' SHEET$21.23. HOLES TO BEDR'LLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS z .T NO. M705 SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4)SUBSTRATES: CONCRETE SRALL CONFORM TO ACI X1 SPECIFICATIONS. HOLLOW AND SHALL BE Lim�� L��SSAONAIN FY%lp�J GROUT -FILLED CONCRETE BLOCK'UNIT(CMU) SHALL CONFORM TO ASTM O .WOOD SG OF 0.55. ALUMINUM SHALL BE �pC) SATE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN M GFAOEWAND.�' SEA IANDUA3B. '1 THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LSEAST512STHICK TO ANCHORS 1•MULUO S INTO METAL SHALL EMEND ATLEAST 3 SCREW THREADS BEYOND THE MATERIAL. 4106#12 -r M LLION 'T-Muu1DN MUWON 0.L7YNN MIHISETI, P.E. ANCHORS INTO WOOD MAY BE STEEL, 18.8 S.S. OR41083. FLp E.#58705 z c R m m x n C° m r In e e ° T 2 m e A e � e e 3 • 2 e • �y9p • i i m g'gi'yvpoP om� � zm m 'Om —XiE .-z p a O gymmmmg z,mg z o� N SyO'KO Ty(Op(p��N A1�� PE oz,u M. mr ��Jf5l11 HuF 5' z p°E�Co4M `nOZ 2 !GA �Fcor�rmm cm� be O tc S CAN pO? Fpy m pp ta�;�z moo z cmi �. IIIyY ~� 02Z F yZ� 12F 'o g- '�pm��o cmiP.°i � yi mmrin mp -1 'I m N1W D m Y N ^m (�D42-`F(1 mOp DDFD m A4C=Z8.yf m mg orr Kop � M. (A� H oyop i G'. O yyp O386 Tyrm On SY�C`L� OIyn ZN 2 �a��8� aNAIO�M s�g�mo Nam f noi+n 3 ® �p 956A�6 gNg T �qqy��v y P dw qqg and rQi4p aQ °3'333� e 9 � :8R'88g9^� r ppsr3y IELS1yF @ 3�..� =aFp Fv°�`+ip3 I P8r>3. F 3 g £;FSao 'e'a a 8.c, I$¢>6D6s F�FSE�'-wa% 'a'8'Hpp§apQgo In ,�. x'R'3 F�F 6ry YRM� i1i �m� 'SR'SSS��Qa, R S'SRS��Nx� So Y6B'Sli ��u9 R'RRRR'°P��gN g9 T Tm =zc�y y f go 3zccE y2aa my�mo5 no�po 1iJ pm Oikm2 � vZm H O0g(� c Emoo z gp ag�� i 'y3mR8mX Y�8;g 9-PaSG 8 rtegn�ee(m) M1 a S m� k e S 8 g=� ,, NUAMn Gr+Mv a s b ro b b Y N b c v o OWIQI �>� _ MmIM Gayly 99� MtliWG�c°f a k o u g � � o � M,LYm ISREIM1 3 PM4WfS1allV ' a ' -', mm `m b Ioznzl g k S u C 3� ,o o o p NtYm L4•'W i v 0 e y N B^ - ' q I ] - l i r% qq 3 P q g Y S B q ;� MJAolbpaNy g .�b w b My4paElty � O H H H C E S Arga Gpasb s G u 8�� y:ly k `� m newuealm�) o4 'e 8 y --1 61JImGwery O S G Y e 9 .10 � R mmna�- rmWm.an I ¢S a - AiNWLwe ty �'� ZI i 3 m ;. b m a &5 onna Gwmr m66 S p � E S C. m kS tl 5 Y Y 3 e ODaI10Gn+Wh m, � 13.1,9 3 8 m � � S wWxeatosl � 3 0.1mG - E u Z 2 a Mnvbw=M m e iY. = g'Y R S k aemAWJM) ° S ' PMJreJ(�i N ail _ aMJw 11111 f1/p 3m �J i�r9 a i�30 coemlaMr mson vcr o n� B o £ m L�IMPACT-RESISTA 3.188) m; _ o y 3Wb7.25X - jj m Sw w ° m NIA N Crag Care: J ROSOWSKI OB/: w � a IWO 2CTN0.WT qNT N LDBCC i( Ntll9 LLERT. LFAfRH � IDZR I TABLE 9A - Malllee Cape[ Taeb mvlA]I 0..Rire Woe, _ -we-) or OPBnlne HeNh111ortRXxenb,' Io W1.IWABNI. LDN BD in IW In INIn MOIn ION ]qN lladMenO Mln PxYnxulnl Tep'Menp. }DN PaeYI10Wm Tre".1 P®lenpuler TN[TXmmlen9vY[ -P1I +D NewaI TNpTIN0. PxWONrt TNpTlaq flwWW191 RlplfXaip 1 1s Lcodee Weleiryuler Tnp[Man6 LUa. Ludo, 1.2+1929 P9MW� ImNp Lww. INN. LUGp 1=1 IwJM W4n0 SotlWIm3nB LmM] InednD Wao. L.,a, La& ' AlureZla �a g � � g g �f� � a 11A Oa 0 � tl h d � d hMUBbn ppv 6 D hill pppp 8 3 51 ff& $ 3 @ F 1u8 WB RSD W1 R00 L!f 1113 are IIDD !W Bl8 flB 110.0 WD RL N9 110.0 !b li] B)6 110.0 W bF IlOB >m R40 @I' ITLD eE0 1160 EN ILIB BIB 1N.0 %e ]b] BSl 19.9 LW Big @] 150.3 LYt 111 1'[} 1Y] !Bf 6481 fi]} i!3] 69D ylAE9F II60 IQ RD.D 59 1A40 WI 190 IAl o, I10-0 L0q OU W1 1005 )® "er I.iS NF f}0.0 19] tiC.O BR 19A9 BD9 1]LO BBI IS] e[9 no, Lp 1930 Me m., PPB Wo 02l LN 1YlB !L T] L59 In. rei M3 Lex I]88 LS are E69 11 Wx • t'%N_ 1 IS19 BL 1111 Ib I%] DA 1%9 410 IRA PLe 9 lb 10]0 :X 01. 19: ]1B }ID %L !LS LB] ]b tl.] 6R 51R MB Ol.] f0 He LIB 1)] SB] 111] No M4 BTi b]A ! n'3 BT_,ILT N9 D tl9 NLB DI] BIO 'i% BA RI TI; G b el+l id] L21 ]9.] O] 181. SSi 5 p151' It]i BR. 1]le 9W INI B11 Hae ell, NB 83] }49 19 n 9( fill LR 0.1 EW- b M} 19] Y WI -R O11 I92 110 •Mi %1' t14 8951 I IDIB L1) 111[1 OD ]L) BR NH b19. R'B iO4a L] d10 L0/ 9 ...... -:^'D IS 11 J1.1 DTi 111 ] P3 0! 30.t d 919 I50 IW i69 5t0 IbA 10.f 4 ]°1itl3 r� 09 91e L I <Ce _9p] Be] 1 "AY l.' LS°61 Jq '� L9l �• L: - ] a]S b0 i°i . .1 isT Yd 4 . M9 ]s •C9 I3$ :N ] 1 ILB9' 1]B1 31E 199� _ :'ne .]N-i no IB5 3" ]% i ieM )Bd N'1 165 Ib ]31 B68 bs ]ei 9LJ -1 T.] b.e bl 19A 1. 11, MI.i 1. R3P95 }0N 3G1 i9E ]SB 1W 909 9]]IIR30.B Rp ]3.4 94 18d 3}0 311 ]R X.1 1Rtli]]tla} AO IB1]0.] 15B]9.0 Z-1 X Sll YB iBA ]W 11.3 1<1 Ill ]BI I0.5 SR 110 IBI 11.1 3H 129 l91 I16 34:e9 9D 21.1 R9 12S tb no ID2 19919} 19J RB 9A IN 19.x ]I9 f.B 110 1PF Il.B 19] 1L2 117 119 t[1 197 10 TABLE 9B ARAbef09 B�LaIRh: 11YCNRIe ac. >]YUDc., Table 9 1blu�.]1U PI1'i WaM NI MWMW' 3IN-M[o Mmean 1MEkn N9mN �� Y19'Bm 1plWoan VPEI.ro L11Ron 1/I'99E1[0 ApNacIY Y1C Eho 1➢IRcoX 11tl3 Do. PryreNYe[ eleSWl SCIM IGM113uee(61 XI]9htl M1I281Ctl tlsrty{Gll PIIChaf C5P P3M1eNe Eme owerceoe) r 1y1' rvz 1y1' r fy1- z-vr 1yC >W T r 2-vr IW" 1-I(1' P ItIP- z.1¢ ilR' r I.IIP SLIT I -VI• r r nb ty0' S11 pK M]0a NRb NIA D.N• 1bH' D.]x• WM9 FmInlDNnitlll] RPrcMe®fi]e'MR O.F/BWBReefllul GlplFq.IF IPrcAvn{g1.19•MIn OC./61uGeN ([[OMegtle(Fq.3$ I MMRn®]'Wn O.G11113v9AyNQlq/ffq. ]] }pmAm®B.N'MF OG /UAp NOAW PIUN.IFlp.Ij Im Ns IMIEs ]Po Re, WP 1B9 Be 3W IM ]W IM )W IM WA 195 ke IM Ge WA able WA Sf [e 090Ne N/A 15806s WA bS Ne BN ICe NI Zak Zak WA X124n iDIEf '4Cl IEs WA ]PD Ne NBNa 9W Ibs WA WA 19]Ns HBIG NeY.I3MIM�_WA_� Im WA WA WA Il11Ea LID IC[ N/A i012e NIA 3:O I12 YIA ]1109 N/p }IX IEs N/A le]IW NII YN ltle WA 6A° IW WA 94. WA WBW WA 9131W L991W 569b 1400a 109R ICe WA Il]En NSIW NIA 1R000 BSp Oe t]BW YH lee IDOtrfi I AmiwYW IFl0.6% L - 3ANImQf.lS Lau OC.TfL'v INp:02. 2rA PX :59 [x. WP N1.1 NIA -NI Wa NRRs %OWs FIGUREI: FIGURE2: r= FIGURES: FIGURE4: FIGURES: * ANGLE CLIPMUST BE USED N PAIRS. FIGURE S: TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET M FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS- 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ME NOTTO SCALE FOR EXACTDIMFNSIONS, SEE SHEETS 21-4. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE$HALL CONFORM TO ACI W1 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE W63-T5 AND BE A MINIMUM OF.10VTHICK. STEEL STUDS TO BE A MINIMUM GRACE 33 AND D46' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.125• THICK AND ASG ALL ANCHORS INTO METAL SHALL EKTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL N10 8912 ANCHORS INTO WOOD MAY BE STEEL, I" S.S. OR 410 B.S. ANCHOR CAPACITY I ABLE. I� 41n�y fAP.m O x n S src a o-I PRODUCT REVISED plyln N.4N the Florida Bow.;Cede NOA-No. 17-0630.01 325p' 3.260' tllll lll/ oNY... Si", , LlCENS� , p * : INK, 5870 -. 13A tRW �:�'•.'ZORIOI;.:'•fit' AA �z'rLiS FOR ULUON MR Ij,INAL� MUWON BOD4A)UED UNITS FACTONY-MI.LED UNITS A. LyNN MILL'r`k, P.E. FL P.E.# 58705 TABLE TDA MUBiDn capacity Tabie pb.M]) mUlb]a) 110 ! -Vbl Le.M9 'IA 5 S� R¢A' 110A Hot 1100 11¢p 1]B] 1961 It6B 1N.8, 1611 1N:p qJN 90B llde 695 '019 696 911 M"-- irapTlong. lveEn9 5< t RPp 6R1 IIB.O li¢0 1W 1]¢p 561 1fBln Reela�pulal Leeina 0� E g t10p 1]36 I6B1 N]9 1525 +%!l TmpTAanA LnSn9 9 s� 6 y \1pA L'1 1SBA 68J 1I0.p 156 i60In PalanOWv LaWin9 o s 5 3' 11p.0 1903 11A6 19i9 1ll.5 1Bii TIepTXarq Lna11n9 •€ 1]B_0 '9R1 1]J.0 6A0' 126 P3$6 131n dBln 4¢®bN HIn . 601n.* spin fi 661 l �' 1]Ili' Mm 8 iBln Nln B6in 1®in 1111n 1AIn IMIn OpeNnp LMNIi-(!erveNcell3`3Fe1v9np T"pA-'g L.... o $� 5 S 1NA 519 1IL.A 661 1]P,0 Ya3 INA BO) INA NI 1Np 1016 1588 1013 Ifdh•tW_'➢93' 110.0 IA 91.9 110 60.1 66A d1.6 _•6BR 321 A03 N.3 3B1 21.7 38 mUf3rs1 arOpenin0 90n RedenpWr laabl9 9� e 3� E A f1a.0 1116 1i0.9 1R16 1iAp RE R¢A 1131 161.1 I6P U. 1J]0 ml JN9 019 ]9.3" 911 11l B91 IIJ 611 ]9.3 590 PA d1B ]A1 41 2¢1 310 Helpbiuormloo ilepTAanO. Leailg �'E � S INS 691 11Jp el] 11¢B 1-t ttp.0 OJI 1101 H6' 1]Op fOry 191 t00P (04] BIAI 01] ]66 M.1 >50 629 550 I]0 dW 19l 330 211 2l6 N.J 326 LBO RAnin111. LavANB fr� 50.9 tIBA GIO 1lpD Nli 110.0 N81 1i0.0 up P6d 1511 ii9] Ul6 IOA,9 1210, D?•p IM9 ]f.l 9U 65A 891 1].0 6I1 35.1 69p N.9 100 2l9 111 "1 316 i spoom in TrtARl WaOhv fr'� k� l]B.0 68- 11¢p IM P0.0 156 Poo 856 OAO ID33 16dA 093 U90 C09• t0Y1 .61e- 85.6 l6] 10] RI IB.B 651 39.6 ILA Rl.l ]31 PI.9 AR 19.5 111 0.anen0uvr LveNn9. S� Itp.p 110.p IM.B 1]¢B 31Q.0 -II0.0'930 110.0 16).B NR,i Il3A 89.8 i¢B I6i a58 ]A3 Spp E �, 6R0 iBA ]fl fl] -.066, '1 1019 9p BP 61: 690 161 MI ]]8 L.pmlvnp. latlleB E rE IM.p Il¢8 INA 1ipA f14•pr INp INA IIAO H9.1 1]l0 88] N.A 60.8 U.7 36.9 5§ 1]5 SN 00]' BI$ -001: i13 -760, 'NB' 6l3 iB3 598 52] dYl LBO .4 RYL,IpAa LwAir9 k 3 UB.0 1'N.B I]¢0 IIeO 1I0.0 t]OA fl?0 1]99 \10.9 t10A 11.6 540 dl:l 362 30.3 FOIn 5 S ]41 050 9]e 968 10W 1118 ]169 _iv19 Ni B91 Bit 090 I66 N\ 3i0 irepRlYnp. LvaQ.+9 �� 9¢0 1]B.e li¢0 f1¢5 11¢0 INA 1]0.0 I WX 1X.0 11o. 119 BIA 12B i]9] JLO i'� Ii0 689 631 69t i9i .11 i901 091 JU e06 161 SB6 510 If1 J9] 3]9 Xvnen9uYl I.Crg "� IIAA \Sp.O 1)0.0 IN:B--1116 fA0 ti]0 6 J 15.9, IM9 G.3 61A 50.0 }5.5 VJ ib.9 loci E' BPA 99] lelfi (310: 13@-])00. 1018 L - Bft 091 611 6B0 166 MI J1A RarllAy. ImM9 5 5 I10.0 11A8 1)0.0 Ilp.A ]10.p -h0.0 I)i.T III] 1021 65.1 9].1 91.I NA ]6B 5 5 M6 PO 60d ]61 B]B -910 1003 Ol6 te1 153 516 ®9 IJB 337 3Id PanvpuW beM9 � TI¢B 1]OA I1p.0 1I0.0 INO 1566 IM2 1014'iWi 093 03.6 Ol) 1A9 91.1 204 3R.1 NM 5 S 093 11]] 1195 1N6 Nil moor 1010 "1 B91 811 6B0 10b 441 9i0 1I0.p SSfi IP1.1 f169 1I¢0 081 11 ].] 1159 1iJ.0 B81' I10.0 165.9 13¢I IOfi3 1pN 9R IOxfi B9.6 RB 15{1 fa]A 1RI6 I)O.E".LJGI 166.J IR90 ]0]0 B16 9¢6 1511 Ii00 1063 IA.)"1)i0 51.1; iRk SSS 1390 XN4' 0]6 'b!T il]A, 699 10f9 •013 f1¢ .b3A lN9 AYS '6N 26'h11 6\.0 91Y /Iu I]I 4.0 911 t]] 136 59.0 BL S0.) ]D! 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Td1 PL �29 11.m 116 1�ba WA Nlq WA N/A WA WA NIA pmlm®ed9'NR OCIYLI4.IX1a.1M NIXn or N/A WA Hp WA WA WF 1b Pr plloa 9IJIm 1BJM a921b 4J30a 1lORe 1 pX[iy/ - (Flp, B) 1�109 195 ma Zd NB Nfi� 0331m 195Na TABLE NOTES: 1.260" FIGURE I: FlGUflE2 1) SEEON SHEET SSE FOR INSTRUCTIONS GENERAL NUSINGERALI INSTALHE LATIES ON KIDS 25 FOR INFORMATION � ® � . • ON LOADING. BEE SHEETS 2-0FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND10R OPENING WIDTHS IS ALLOWABLE. FIGURES. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOREXACTOIMENSIONS,SEE 3.260- ANGLE SHEET.21�23.HOLEG TO BE DRILLED IN THE FIELD FOLLOWING DIMMSIONALRESTRICTIONS a" MUST SHOWN ON SHEETS 21-23, FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LCCATIONS. •. BEUSED 4)SUBSTRATES: CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS. HOLLOW AND ,N PAIRS, GROUT -FILLED CONCRETE BLOCK UNIT (CMU)SHALL CONFORM TO AS'TM G90. WOOD SHALL BEPRESSUR&TRENTEDYELLOWSOUTHERN PINE WITH AN SG OF 0,S5. ALUMINUM SHALLBE 629 FIGURE4: FIGURES FIGURES: 6063TSAN0 BEA MINIMUM OFADWTHICK. STEEL STUDS TO BEA MINIMUM GRADE33 AND I • .045'THICK (18 GAUGE). STRUCTURALSTEEL TO BEAT LEAST.125'THICKAND A38.ALL i2SLLION FOR ANCHORS INTO METAL EME ND END AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL MULLION FOR 610& N12 ANCHORS INTO WOOD MAY BE STEEL, I"SS. OR 410 S.S. FlEUDMULLEDUNITS CHOP CAP,re PRODUryC�TngwEVI6ED 'ANCHOR. pZeE IN Ne Fleri&a FORTE NO" teE FORTHE RDI4Nw 77-0680.01 6LE .I:I _... .. 1.260 1\1U 11I glll `'��U•UCENAF��//�� No. 611205 WA 1.2i6auui2 X �''SS��NALIE�G` FACTORY MULLED UNRS A. LYNN MILER• P.E. FL P.E.4 511706 v TABLE ILA .Mumps cpp•dty i.lAp6mma) Op. tZg.)grOpftging H. Orlmfln,,Iti spe1Fun9 mJA.W) 60® EO in ]Ou 90F Wn 180in 1]O in 1101+ 160F PmtmgJar LvpTnani flaeurqulm TnpTeerm. Wemgla� TngrF>t9 Fa[IanOJr Tn(Rtlanp RxYnpin TmrJ]nang. Retlm9lnr inyffnmg. WaergaYr TnpTtlerq R[wn9Jae mvpT9an A. Rb[UnOJvr Top(]rbr0 125.3S4 Lfatllo0 LOWN9 Lm.rq LovfNp Loatllrg Loafup larlinp LCeJrq lav6np Lo[BLrp Luft, Nadnp L.I, Loa6lnp LoeEYrp Inafrq leaJn9 LWiry a.524 a,,. y pcl y 9 2 Alm IA In 56625'm Nln NAn Nlo "Wle wTrl + ttln min 901n 961n tOBln 1111n 1AIn INU Im.p t10.0 1J0.0 1]pC IM.a iJ0.0 Ih0 1m.0 1mP Ila.a 1420 11i0 8t2 ]6.1 599 34] fi10 IOe t41 R1 .BN 93a Va 1061 11.6 1151 1110 9% NI 130 RI i]3 1m.p 1J0.0 tID.a tNo .RCP 80.0 1)OA 1]AA tAP 1NA L59 1203 N.0 ]13 61P 11.1 4s 5'll 56i C13 �101 S ]W B]L 9l1 9R 9A6 DID 69fi 661 569 400 nee 110.0 ng.. f10_C IM.O IrOA 1.0 - ]0.4 I"D 1]0.p 1tOd 915 6E8 i11 Tog 2B9 rod A50 896 956 1063 1116 ']169 I3f5 119A. 1]at 1110 9)3 T11 T30 621 Ul npA I]a.0 110 1]C.0 IlpOr LAP nl. �ip.0' i".1 INO 1139 f015 ig, 680 Ing M d1e 5N 631 691 ]31 9Sp `36] �1 Q49 tN0 I118 9W BN 695 650 660 305 11aP ml IlOP 1JO q, 119.0 AiOA ,tm.11 40 7.6 155.9 1%S IT Wl N.1 429 'LIP eN Ill 1616 aitfi 250. LSE. 1961. �.. 1955 tan 1110 913 nl n0 .1 Ab sop 1]03 110A 110.0 1]CO IIOQ' '120.0..Ia0] 11aLi 1]0.0 16A? 1N9 A9.] 61.3 563 .3 2" _ sps 696 EA4 tL p]A 0` IfE6 1109 13<5 16, N2 6b N0 651 Ill np.p 114a 1]00 110.0 1160 1]OQ 1101 1]0.0 HIA 1]W N8 132 51.A 1]3 "A 211 I -I ill, 1145 1T5 111, 118+.f10:0 166A If. I658 1dT 1110 975 17 ]30 6N d31 i]e.a IR'A 110A ffi.0 I]OA 110.0 11 :b 1655 16].0 94] m.5 61-] ipB ]9.1 ]1d �'q st9 68t ]9 6W Nd 1p16 Ip51 2. 9 v6.p 111b 1I0.0 IJ0.0 1700 1]OC 1]0.0 ISd1 �L Ilse 11r5 13L6 II3A 15b 1W] 11s3 TN J nap fla.0 1N.0 1R6 1I0.8 1]Op 1 .8 ]00 £'". 41 AT l<1 Bll 996t IDA. 11rb 1315 2 n"a ti0.a 1M.0 IN,O �m.A I.,D 110A b.'f,t11]a' E_ 1N0 1<1r H93 t691 in, 1us J910 ; p vp6 t100 1]00 1]0A IND IT00_:T12E 1100 164p m .ry sm Wa i56 p58 1033 1210 �]N 6 I'D 1R8 f]a.p 1IOA 1100 '1sA9 11]A 1U6 :a use PLG tn3 199 ILLS 106p 1966 �' na.0 RO.a tAA B. 'a 1100 116.0 A I 4p0 L 481 ION ItW 1P5 s lrop Ir0.0 1100 iM4 ULL9 13a5 1226-�1960)1?OD �_E., ins 1993 'A9i Tal neA 1)00 1]Jp Nl 690 >66 a'6 n9A Ii0.0 1]O.v :s kd I9N 226i 2]91 9 aE npP I]0.0 1]0A v _ <.1 s11 6]0 ]58 22'll ir¢0 A6f 1661 21N 1M.0 861 210? 1PC f16p 110.0 LOCO 11)1 1$90 1362 49.8 III]. 10]] 641 T1fil 10¢0 1966 1]Sl 110A 1700";11Tj D00 ADD f063 1]W iL (rIL +a 9. ,IA4 p91 I731 180A 12Af tTM 9]6 _S]9 6M 6J1 SN 396 f3t1 111.R R9 fi6.0 <SJ 11t all 19] 15f° 11i] 1110 015 i11 190 62d dl] 161.5 139.1 p1.6 75 190 <50 X3 M. 12(b 11B 912 011 0i5 B23 631 1173 188.1 i1.0 685 11.1 3].9 300 11.9 1556 11)1 1110 915 111 ]11 61d 413 913 139.5 A01 66A 49 .1.1 )]R 191 151 1191 910 00] 61] 811 6l1 ]]6 M.3 91.9 WT 148 b.3 31.5 xS0 16R 113i 1110 9r5 1)) I. 6N I2FA' 1169 11.9 51A ]U 3i6 2).: 1Y1 11W B91 R9 fi31 k0 619 N� ]]9 SO.l N3 19d ]i0 11A 15i 1al] 11f0 9!5 T)1 na W< iv3 ttC.S 65J. 62] 35d _3 1-9 DID fir9 116e NB P6 621 N9 DID R] 6BT 4A 96.5 25J 29] iV 1656 LIP gig'll 111] 1W.3 621 1116 ttH IN In 111 PO W4 IlA RAI 195 133 Ill fi11 601 •v01 FIGURE 1: FIGURE3' FIGURE4: FIGURE 5: Nee: FIGURE2: TABLE NOTES: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOIATION BETWEEN MULL LENGTHS ANOIOR OPENING WIDTHS IS ALLOWABLE ANGLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE HOLESTO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS CLIP MUST SHEETS 21-23. SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROMAMTE HOLE LOCATIONS. BE USED IN FAIRS bf SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 3016PECIFICATIONS. HOLLOWAND CONCRETE BLOCK UNT (CMU) SHALL CONFORM TO ASTM C-90. WOODSHALL FIGURE 6: GROURFILLED BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN GO OF 0.55. ALUMINUM SNALL BE 6061TSAND BEA MINIMUM CF.1CD'THICK.STEELSTUDBTOBEAMININIUMGW E33PN0 ALL . A45° THICK (10 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125' THICKAND ADS. ANCHORS INTO METAL SHALL EICIEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 110 &N12 ANCHORS INTO WOOD MAYBE STEEL, JS-8S S.OR410 S.S. y W F N N i IS U N a I a � PRODUCT REVISED plHng wim DN. R.dd. Buildng C UU NOA-N.. 17-0630.01 EFpintl.n Date 05/26/2021 Y LYNN,y'%. * : Ne. 58705 ':F[ORB31' lrzrxaea•xsza" ` A L�NALNgk, P.E. MUUJON FL P.E.#58705 rl -L -L mcc- 3 6,vcmm IS ��m o 0 g�8 �m�om u �300 cos §��No og�y9 VP• m� m�r�Z m yyN HH N@ g 8mo£ �oayg 2 A ms 4, yp�m6" m� m C c c jr hhFn >.) rl rl g Il Dim PPo®?�z v L� �®P�hon�r slg�9 y 6 yyQQQpC�' N�C aST6G�3Y@pR 333E Cp 6'i� � -n3do qOq�g �yy aBa P :lSy F9 �.f b@tl Fl dYd G22 6 G$9y-'4 �33'SRB'33•'°' � ffi21eE� g68y" !SBaae RRnN N 9 y j3R"RPRSR O 1v:Mo �'-e � Ba'SS i - R 0 aa g g 7 R;Ng "� 9' )4I>DDDDi�w r � t � Y �ffi�is ga�mffi:* 4 BI./I' Bge&GS» 4 FR RR§�gR `li „8 Iisrs�le . nBBY `Bnn�s 4' BB'aRRRBB99y-g. �R B RIB RRRR�roP"n Aga `.s �c4. m Ss =6me��eY�6t 'a P�sG oanmavoow @�B E m 9 E Y E 'a 6 3 u ffi b w �,WWW)N ARM1a aPxiN _ y! Mwlon 4wew ! 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Tube MII1.n nin tmD rom nD.a 'N6 .re.o I . .._ .,._ .._. ___�..,_ ]eN 9Dn t1II 11D.D of 1m0 IMS I SO MO I209 1]o.D 1]B4 1M.D 1S¢ IIsI ROfl a @u ]Bln t]0.0 1151 IRE MR Iffi0 1NI ME IM 110.0 1NI tA0 1369 IMO M)3 D W2NEMI)O.D 11Y. 1N0t5D4 I)LL0 AaB l]n0 RtL' 1RD IW3 I]a0 2JBI 2M0I)O.o 111] 1]Dll tt.'d t)a0 tM0 90.0 1BII ImU R10i IA.O IRI 1N925s0 0 R892Voo ts91 troA 1409 1)0n t013 1)00 le)0RO2Es tH.B Zre1 OR, 1111n 1Nn 1q0 INS 1131 1)a0 1Po0 170.0 1022 110.0 R911 1]0.0 3I43 RI.e 192 1C3.9 II4! 1'AA S33 ROM Imo R] i 1R.0 15W 1)00 TINS ;UE TOO Ib.1 � Rb2 to., 101 IN.I 2252 12I2 lob 1q.1 LOVE IMN 125.1 IOU t26.B 1445 1W.3 13% 613 1101 ]B3 1%1 00.) 1. ea3 1U, I2.2 13A 62B 1 ISA SS2 170.0 ±® 1rv.o van no.o 1'/fU 110.c fma H23 I55.f 310 A " 19.1 01 1ABA =I 1M_£ A33 13E4 ]1!➢ W.0 952 SGE 1960 %G 1ND M.] TABLE 138 9Um11Me. Rllt L'P'EIW AKIKK1Yp^: Y10E[ollmar+n M.h.lCAppaberns Ease MUIce-k r atlT Elee.mn�ll m] I3W faN• IS Me. ac /6'LnaW womp[cop ryy. uzl: mS. ]931ba IM[Mn BB'Mln aGr61B1deJ (m0m911L1.ffm]I' ]BeM 1W Im MIrta.G/BdnWN(O101eNCIm pb.4F II601Ga 14W Im rae®a-Wn O.c./RIhSMpb Crpe/IFb. Sy TA 6[ ]BOIm 4 pfFMe®1.11'MM. O.c/F ttk 3W Iba 1Wma NOTE: FORTHE OFFSET CLIP, US E OR PATTERN AND AnCSor illS. U,dd. 1, x-t2' +ae• wn• C 19k(Lw. vIV E6o UlOxpn 1vY r tN1 ®p I Table Ibs .'16•Eko UI..11 r a1n• rvn� 1wn• nom9 20Im 14 Px CbU 11d'EI[a.Ntvom 1• z-1/i 1n11• I-+rd• ]ulm rW ma yr sa Feo M2leasm r «vr sr41G vM'Elen UO2q i116' Imo• Wlm FJkJLMJ I/: se E¢o AW1,6em/ r r W6me FTYAW nDfil[tl 6[rtu 16s16[m'Ic3 D.dY Iae' %+le[- N2me 1]B31m .1-- l D.N• IYe" 41z 1m ..I , 41251M 6elex (GS) D. wm9 Yolm 11301M 22W IW 45DIm H'A lm t0101m 6000a His. IllA 5051m ANCHOR 1MDIq I"' "I"'d K:S WA .. 12801m VALUES 33311b9 WA I-" WA WA WA 1.Is I Wq ASTHE 5W m9 WA &e b! 1[mlm Nd_ WA _WA Rmme WA STANDARD %Glee DW Im 3W Im 11]Olm No., N'i NIAWA 2WCa 4m ke 0.IP. '/Mlb NIA N/A WA WA NI) SStma Wq TABLE 1WSIYWA 14b be!7414s )60m9 ISW IY 1mUUWA .WA WAWA 140balm S121m NOTES' 61M 9BIm _J WA 12)4Po1 WA B601W I1a0N IB021m WA 101[a 6g91m 1r]IIIm A911m BBSIm 112111WWII qlb tY]Y 'I'dRe21.1. WA Ij!" WA 6901m WA//]] WA � WA' 2Weme '-'WA 26a11m NM - 9LolLaWA 11301qWA MO II201m !VA '' 016me WA WA NIWa 6p les WATA199 4111n BMIm I�'TIU bS FIGURE L FIGURE 2 �I±IIFIGURES: ''''' I IGIIRE 4: FIG' 8: Fl� E: FIGURE 5: FIGURES' FOURET.. A N S IFIE .. 0 n 'In.NE 160{ tmo bee Im.b tm vO.D 3en no.D 9r3 Im9 NIJ 1]4.0 3810 130.0 31% 1Y1 22N 02] RI61 1180 RI'® 8!A 33L IW.! 13i9 0]A RR 61A 1w5 A9.1 15N 41A 9 e yI ¢ IA I m N NS 7G1 o W X .�OS Y j IDSQ��ZWI 6a N I m0 Gw Ualmenj runmu- '-f eANCHOR TO OBTAIN THE 'ANCHOR D' CORRESPONDING TOON E as U e C' 5 . PROOUOT REVISED Bunty g wi61 tBe AI. Cotle Mo"O. 17-0630.01 Eapilatlon Pat.05/26/2021 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TA . AND SHEET 25 FORM ORhJpTION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLAT'ON METHODS. O11 /p pY L �� c.. 2) LINEAR INTERPOLATION BETWEEN MULL LENWI EAGTHS ANDIOR OPENING DTHS IS ALLOWABLE 6�, ;, A61�uceuse��l�k'; 3)MOWON AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT OPA3ISIONS, SEE SHEETS No. 58]05 ' 21-23. HOLES TO RE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.. -]tj *_ $ ALL SHAI-L CONFORMFORM TO ASI18PEOIWOOD NS SMALL BE OW AND PRESSURE -TREATED ONC SUBSTRATES: CONCRETEIT(GNU) SHALL CONFORM M SMALL CONCRETE -AO '. 8 U INUM SMALLB 61 BEAMI1REM OF.1 YELLOW SOUTHERN PIO BEA INSOOF0D ALUMINUM BHALLBEGDG3-TSANDRUCTURALLS OF.125' YELLOW SOUTHERN PINEWIT THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND.00S'THICK (10 GAVG7. 8TPUCTUPAL STEEL TO MDATLFAST350REW jON''' EKG E. LNbU�jy)WIER. P.E. BEATLEAST.126"THICKANDA38.ALLANCHORSIN70METALSHALLE 2'i6'X.26' THREADS BEYOND THE MATERIAL .#108 V2 ANCHORS INTO WOOD MAY BE STEEL.10-O S.S. OR 410 S.S MULLION A: FL P.E.#58705 14A 121"12.11' tn+am ,®i,e w..m w••m _..a _ i } D Y .12$'AIY111 P L jf'^ Tuee Mml g 1 1Mli5N1L11Al � &g s� � �� $ iaa.1 ass ass sm 1]AI TABLENOT58: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING. ..... SEE SHEET624 FOR GENERAL INSTAL!ATION METHCDS. f '•" 2) LINEAR INTETIPOLATION BETWEEN MULL LENGTHS ANO.1 OPENING WIOTti513 ALLOWABLE FIGURE 1:21-23. 3) MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE, FOR EXACT DIMENSIONS, SEE SHEETS 1-23. • • '� FIGURE SBE HOW THE RESTRICTIONS SHOWN ON SHEETS21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATgNS. ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUTFILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM CAO. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN FINEWITH MSG OF 0.55. ALUMINUM SHALL BSWO T5 AND BEA MINIMUM OFAW THICK STEEL STUDS TO BEA MINIMUM GRADE W AND .045'THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND ASS, ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND , THE MATERIAL NI0 & 012 ANCHORS INTO WOOD MAY SE STEEL, I&S S.S OR 410 S.S. PRODUCT REVISED e omplYing with Ne Flodda BuiIAInB Co NOA-No. 11.0630.07 E.pvptloo Dote 05/26/2021 B Mla Pmtlmn Lonlral I11 i,111„ C * ; NO 58705 tom ' it S70NAL l� ENG�� A, UMIUR, P.E. FL REA W705 f I w aannasaa siaola m E�� 8 6� 5 S� i,x b=bqu4VW tl i s€ �8y pA@ 9 Na.mcf 0 ' (.,C Pum.tl 3 2 r$ lo p @^ p � e @ AVTYgoVWtl _ _ _ F a t 9 4x�a(wluv�n f g o 0 �jNw, j sees gg _. Fj NxmJ wr R n F OHN a a3@ wmua 3 8 F 9 RIRIE E $ n' p 4orvO a w rvv .� :3 A Ay i INI� W 9 P d N yea worn � a�� s m �IN m A g @ C Nlns.�mlvv E�05 qR w..+n mnw $5sk�' 5 y 1•GJroem:u _ 3 = 8.I `g a 4P�i+NWV = g W Ay Y"W Ir�' iL S y�y e qq qq - 9d (NIwO 'e a 'R p £ NPmEn wpV. � •. �_ R Li @ $ R g .'+: P R e ® S rl � l`i R " A a F ^ N.IwwOwYP+v ..9 S Y9 c 2� /YUM•iWuI —. `E �9 s Nva•mwlnw � R �_ R � 9��$ @ 8 E r R F1 R E� � � R c; � 'di ^i S g m � W q NP• n�m�VOi � Npv1m 1@py' ♦n '£ C: � A N 3@ Nvm.Ju4rv.9 �^ - S� M 3 F .�' tlT ., ukmn ePw Fkc � d tl vi o s �q W. j W ��LL10 ��TPy U F O W rvu� K�UyY 3 NAG m¢z�r 6� K Zw 2m1N1-o e »�o u 21 E¢ Z gWLw o W ox �3m�W� Oy /P o gN� ZZ$pxjw Fo FrN Ofj .'\�Q�j6WQ �F q o zma p,y xW NO¢K �22 U W m UFq dWrr i` m QZ 4 mp 5 5�m ofYy yzo'�o OLL U �-LL.N VUW�U� WUWFW, imp yN� ~mmW p?�m`NQ U_' YpW M. lyw 2 JW� 7ZU Qf m mW mO F �W ry �xLL VTFJ1- a 0 m w V ti❑ im -all T d� $ . one * -•,, R'i➢;a R�I m;r r, a g c g� 9 MUR L°ngNA N; �' ul� j O u c� a y m S 8 0 0 .Y Iffi• •H @ Y A S S re men cyNry k$$ w°nnarmel H nn llkl W °o a uwum c.pwn IminA 5 S my �mem &C:,'�ovo e � � e nmma�wn e ff01111 g g 1 g:.g m s§ RJELI Fl - a n p o r� m ie b; rlo 2f b x o b c Mu1Rm CBpaMy QRM�r 6 '` o�je � — o wn�enemaeln �fl 2 y p Y MtlucwtlN �4 b!m n a e p.rRdeWelryp 5 e a RWIIZ� gr� � �• �+ Lm O �" Yp 6 i� Ye p m_ MNerGVrcln e PwmYlRe) '� i� a � p Y m F i n o e g M�cee .l � s .. tl B 4 tl A y� Y 6 m g— 6 y i:• .: e — n e o 9 uamlm cepwry i aU4rTl g p m m5"agy I§a"a3g Rom. roiNaA m b m k a& a' Et d 8 3 a u e� e OwRacmrtl" 4 3 — MNmcweaN 3 B K Y y 13''Y g flMe°�bea�lm 1 � o � � �e• a�i Y s _b s �u � � � eW��G4atln 6 3 6 a€ g g m$ '� e''. •8 � � � 8 Ak1vGVmiN m a �. RweeaPml � ry� _ 9 'C :' c a s e mnaGmm� ecggmgd'a'au9$Rn Ana _ m u N G 9 R eceawy 5 a s $ Rew1me�R.i" • � 6 NuYIm GpM" 56' ' o amps, JP a a o � 3 ai ° C a cpamioMroxan d i IMPACT-RES b ¢S .45 DEGF m N/A N O O rEo VS smm 2()el 2 1010 IELWR.VCLY W R..0 rc wwc n °a. (wq uo-rNR 376• .375 MIN. • �"1.1--125 � ;) IL srnnDARDcuP 1 2.M10' %SECTION u• a AIT NEPETO .375' CREATE FLLD•. SEE MW. DEraa F. sHEEr4 A L _J STANDARD CLIP 606310 ALUM E TOPMEW 7-1.250'- ---� 12T .125' .125" 2.]SS .125 3IS SAW z.7sD• ssr 3]r 'J • L� • — T 1'X275'X.376MU0.10N 1-X2,7TX.BEo•MUL-ION 1•%3.12SX5"MULLI0N 1.25'R3.102'X.26r MULLION 6063-76ALUM. 6 Ta ALUM. 6WZT6ALUM fi081T6ALUM %SECTION %SECTION WSECTION WSECTION Ti �( 1 •. i1 CUP .. a2 ax4EC,IWI�la-i� 2,26 2�p. XSEOIION" DTGAL B06SEGTIC M. I .125' WSFLTICN L .120 E —1 .]40" I— 4 as IN. A I ULLN Bo61To ALUM W TOPJIEW CENTER OF ANCHOR HOLE MUST LIE WRHINTHEDASHED BOUNDARY. SEE SHEETS 5-17 FOR THE TA6LEB ANCHOR O.C. DISTANCE. MA '%A W ; .. .ANCHORHOLE DIAMETER: ANCnOR:'.N' OIPMETER+ME... 376'MIW F— 2%SANGLf CLIP 60TOPM EW OPV CENTERDFANCHOR SELEMU2T,WII.F B DASH'D&OUNDARY. SEE SHEETSSIB FORTHE ANCHOR.... DISTANCE. NA u. NCHOF HOIEDIANETER: ANCHOR DIAMETER+111 Y. 1"XS X.12r(5) _ I'F., Part9 -'Mullion 66605 Std. Clip, 666113M 0115e!Gip 6661118M ULTip MU43M AnBIe clip 66UIIM P XZ'X.379(6) 6fi6006 6051141,11 7w1110M 69244M E60512M 1" X2.76" X.37S ('7) 66607 666115M 6661120M 663MM 665513M 7' X2.7r XAS0'(5) ESW8 66611EM OW1121M 666246M 666514M 1-X3.124'X.50l 66837M 6661116M 6661114M W242M SWSISM 1.2r X3.18SX.28.6'(12) 66541M 6661117M 6BB7173M E68241M 666616M 1.25'X2.11"XA25"(19) 60370 WA N/A WA 666517M OFFSET CLIP NOTES, 60LI'm ALUM TOPMEW 1) 1 IOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL. RESTRIOIION56NEN ONTHI6 SHEET. 2) SEE SHEETS 59, 12& 18 FOR SUGGESTED. APPROXRMTEHOLE LOCATIONS & ANCHOR O.C. DISTANCE. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Eli y A 1.625 1-X2.X.125' Aluminum Tube Mullion B 2854 C 0.896 D 0.]40 A 1.126 V XT X.375' 8 2409 AIMNn. Tube Mullion C 0.635 D 0.490 1•X276•'X .375 Aluminu79 000 t18312 VX2.7VX Aluminum6T8 C00 476 Tube MU11. 000 1' %3.725' % .&W Alum863' Tuhe MuS I876 B3T 137825 1.26-X3.18S262 X.286'AimB62 Tube Mull .782US' X2.11' M3 .121-Alum TUB, Mull PRODUCT REVISED pIM with the Florida Building L NOP N0. 17-0630.01 GpInefi— rate 05/262021 * : No. 68705 FL ,F .-. � :t ':,T ;.-�-:: ;: �. �. I i" r' � ,� i� 4_ ..� �� ie J• i S i i s c s e i s m-1 I -I-I .320' � 1.2W' (-1.250' 11rx3.2rxAOT 12VX3.25'X.624• MULLION MULLION W 05-T5 ALUM. 6 W STS ALU M. X-SECTION XSECTION 1.3T7'� 12 X4-X375" BM3163�TB APWLUM az57 ;F •1 2 lIT 3.94' 25r 1 .100° I 624' ti .32r t— G 1.25'X394'Xb2C MULLION 6W&TA ALUM. %SECTION 376" MAJ. E .127 STANDAROCLP 2.W0' 6W SEMOM. %.SECTION 125' _ I " I I I I I I 1 I I TI I I I I I I 1 I I CENTEROFANCHOR 3256'45'GAY MULLION I 3.250' 3WDAY MULLION fi0W-T6AWM. E ALUM. I %-SECTpN %-SE-SECTION I .22&•f I—.aer—I .226"T {.-.9er-1 NOTED: 1) HOLES TO BE DRILLED IN THE FIETD FOLLOWING DIMENSIONAL RESTUCTION9 GIVEN ON THIS SHEET. 2) SEE SHIERS le. 11. 13-15. 19 & 20 FOR SUGGESTED, AFpWVNATE HOLE LO(IAIONS. 3) SEE SHEETS 2s FOR GENERAL INSTALLATION METHODS. 40' a: 8 T L-6X-E10. 2.12Y pp•P ULIfl 8063-n ALUM . 12^ XSECTIO! Y U 12r-r o CENTEROF ANCHOR HOLE MUSTUE WITHIN THE DASHED BOUNDARY.SEENEETS IG-MMRTHE ANCHOROOXISTAN(lE.MA%IMUMANCHOR NOLEDIAAIETER ANCHOR DMMETER 1716 MIT r --- IOW 1I5 I!� r MIN... i Z Im r T5' CEryTER OF v--- %.. Z �lug ;r `I MUSTU "} i„f.I I. . iI ! MIN.'J THE DASHED WIMTHIN ] ¢ a F I VESTS 6m11zi BOUNDARY.S� ¢a j 3� STANOMO WP U-C P GOO-Te ALUM. eW3 T6ALUM. TOPVIEYI TOPVIEW Te OI C!` Tom F r nnN I I 111 I 1 I I H I I I I G OFF3ET CUP 6063�76AUUM OWIFAI Olmentlan Yalu; 0.) F., MYIII .: Olm;mlon Was (In) Far Mulllon: F ..4 X ,125' AlurnimlP Tole Mal F G 1.035 0.5W 1.25 X3R5 X.624' AM1WIMm Tube Mullion G H 1 1.W0 2.M o.. H 1 1A36 3.250 F 3187 1'%TX .375' Alunimm F G 2625 1.125 1.25•%3.94' Aluninum Tube MUMan G —� M .74 2.400 _iOW- N 1.560 3YW— P 22b] 1T9'XJ.2r X.IW" Alun'. Tube Ma3bn F__ .L6,]-. 9rB NOS G H U.7W 1.5W F 2.e75 45•Do Mu6 I , Bo 2X5 ANGLE CLIP on aMAIM ti I IK K TOPVIEW M S &' PRODUCT REVISED mpl In 10,Ilo Florida KOAeingN.. 17.0630.01 RDA Ne. E.plromms Daze 05126/021 Mull Dhn<nNOn (obeela) FGTP;Hp Mullion 61a. Clip offsalcUP1 ULIip Imaleclip 1'%P X.126'(f0) W361 W(U11M W6,12'A1 E66241M 85351BM 1'XPX.37W(H) Mina Wfiillim W61123M 656242M I fi6W13M i•XCX.3174'01) 1.25•XS2VX.10P(,3) 6M3 201662a0312 Wfi11D5 6W112T4 6661123M eW1124M 666243M W ull.. Is"Nou Glunll M 1]9"X3.25'X.624°(14) 2016I9W1fi W6112BM W81125M W02411M fifiW116M 1.23%3.94'X.(2C(15) MVO 6661117M 5581126M 6W141M 666517M WDeam0(19) 65649 WA WA I WA e8W1IDM I 45 Ob9m(2)1 6fi6W WA Wp WA 66WiHM u on ' J111111q IJ1 pW LYIYN 1' ? : 1�.ON IGENgF�lC 010 A. LYNNIMILLER, P.E. u FL P. 55705 MuN Dimension )snoelt) PGT Pant Mullion Sid. Clip DGIIp An11. alp 2•X/°X.2S (18) 66602 668261M 6682]1N1 6665112M 2'%6"X 25' )17) 66604 666262M 00272M 6665113M NOTES: 1) HOLES TOM DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 1&17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 1 3) SEE SHEETS 24 FOR GENERAL INSTALLATION MEOiODS. 1 2D00'�{ .375 MIN: 4.00(P .250' TXVX.2S MULLION60W6 ALUM. %-SECTION 2W- I--z6DD"—{ r s.a6D• r MULLION 6 ALUM. kSEC XSECRON G ne --� I—.125• I "—.125• —I I^.125 P d B � UCLIP I 56T0A%0N3OP6ATALUCMLIP 606:4 %0S6ANGLUM. SECOOR 2125 %SEC7.1ON %4ECmN EnY tit .125' I r.125. .115' L JF. L 5S Z W i-1.490'--� r iYi O N 480'—I -5.500•— w U 3 LOTHERETG IH.5A00' 375• W N o f -" GRITEFAIP 37S 4, MIN. p F 2 Vl W 6LT DETM.F MIN � - a LD 0 sHEFTa D g y I I. I � — > J — --I— 3.430` � t 3.039" � �_—_—_--Z � Q Nyym 3436' I .3]S F Q r � 1. tlO O U j Q U) rD I __ L____________ ____l MIN. o W O I � Y Y i .--• I`\ £ E— 3TANOARD CUP UCLIP,B MUSTUE 606YT6ALUH SEO FORM%4' 3ARILSEE TOMEW TO .HOR U C. OR HOLE CENTER CF INCFpI TER,1= WTHIN THE WHO SHEETS MIT FOR' .375• MIN. 1 I I I I I I I I I I I _ I I I I I I I I I I I I I I I I I I � j I I I I I I 5.4 I STANDARD CLIP fi T6 AWM TOPMEW 2%6 MOLE CLIP U Q p p CENTEROFANCIORHOLEMUSTLIE WS6 TIIALUM, d Z O) U) WRHINTHEOASHEDBOMARY.SEE TOPVIEN d'O sA SHEETS I6-17 FCR THE ANCHOR O.C. OISTAHCEMIJnMUMANCHORHOI-E $ -� VMMETERANCFORIOMMETERIVIS•. PRODUCT REVISED plying -101Na Florida Building CCeeEd 5.000' NOAJIo. 17-0630.01 - `.375 �pp6Nan D.I. 512612021 MIN. ey T-------------------t Miam a vrndunt nnero I I I i 2XSANOLECUP 606YTfiAWN. TOPMEW A. LY1 FL Y EXAMPLE 1: SINGLE VERTICALM000O J WANGIORSIN P.'JO -fiBE 6FP FENF3IRATIQI C£TAIIb. SMEEIS :0.000CI5 wRwAL� xAa 4 LI DETAILS. B EET 2J NOMIPIORSIxN�\Y-ING—OW SILL IS I.M1ILLW1bIH THEBUILDINGSUBSTRATEISKNOWNTOMV,0 DONAWFOURSIDES_TMEWINMWFRAMEDEPTH4.2.114'.THE1]PENNGRFWIRESAD9SlG PRESSUREOF+W.W- .OPSF. Lgu 4e 1) INRIALLYASUMING THAT A I' WIDE MULLION 15 SUITAB!E,THE MULLION LENGTH 191Y AND ME OPENING WIDTH 1532'+ffi+1'=65'. REFERENCINOSHEET 25,THE COLUMN USING LEASTTHEWINOOWFR DEPIHOF2-11.M3WILLMEETOR EXCEEDTHE REQUIRED o� RECTANWLAR LOADING NUSTBE USED.SCANTHEMULUONTABIESFORAMULLIONTHATISAT DESIGN PRESSURE OF+W.O(EO.O PSF. IFTHETABLEDOES NOTSHOWiME EXACT SITE, USETHE NFXTLARGERSITEAVALASUl $ FROM TABLE 3q SMEET ]. THE 1`%2l5' X.3T5` MULLIDN ILENGII{ =)2', OPENING W OTH =707 MEETS TIE OEPTI REQUIRED. HOWEVERTHE DESIW MESSURE IG-16 .3 PSF ANO WOULD NOT BE SUITABLE FORTHIS APPLICATION. eY FROM TABLE4A$NEU 8.7NE V X2.75'X. W MULLION(LENGTH •Ti'. OPENING WIDTH- 701 NASA DESIGN PRESSURE OF N-727PSF WHICH E%LEEDSWE REQUIREMENTS FOR THE N OPENING AND MAYBE USED IN THIS APPLICAT(ON. NOTETHE ANCNORCAPACIW REWIRED OF 636 LBS. 2) USE TABLE 45TO FINDTHE ANCHOR TYPE ANCHOR QUANTITY AND CLIP TYPE REQUIRED FORTIS WOOD SUBSTRATE. BOTITHE VMGPRDCUPWDN(4)#12ANCHORSANDTHEZK5 N gN #, ¢U ANGLE CLIPS WITH (4)Al2 ANCHORS HAVEA CAPACITY OF x$5 LBS.TCUGH EITIERONE COULD BE USED, THE STANDARD CLIP IS EASIERTO INSTALL Z .O 3)VERIFYTHEDEIGNPRESSUREOFTHEFENE,l ATONPRGDUDTSUS£D YJITH THIS MULLION SYSTEM. THELOWFR DES@I PRESSURE. CF MULLIONS ORFENESTPATIDN ARODUCTS,`MLL THE BOTH THE MUWCN AND THE F£NESTRATON PRODUCT BE INSTALLED INACLORDANCENI}H TIE J FINAL DESIGN PRESSURE REQUIRES STIR APPLY IA THE OVERALL ASSEMBLY. INTO INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUSSTMTESANO FENESTRATION PRCOUC'f5 TO MULLION. � O: BEEN USEDToCALCULATE THEANCHCRr^ AC�REIQIVNED FORMSEJIATOSE ACT DESIGN OF 500P F:Bl8S P1TERNATYr1Y INTHIS FI CLAPACIIYAD U9TMEENT j _. ANCPN FOriNOJICOUID PVE ..63S LBS. c IOU FSF)X()e5245L6S (MAYBE CEED TO QUAUFY# fU STEB.SCREWSFRCMTABLEQ) oPEuuMwQTx T2.] -"•'y 1ir44TO 4K`E^1Y++ue.:dTipa� BUILDING SUbSTRAT_ (1`k'NTiJSIdIUNF CL4NEOLY'fNEVA!'PA.>ND USESA CONCRETF?M1ADEft<AM1D61lE ITHE WINDOW EflAN'EOFPM LS 23'B'. THEOPENINS,T{EOUIRESA DESIGN PRESSURE OF+SO.WSS.O POP. F RTHE VERTICAL MULLION' w Z N 1) S TMATA I- W1DE MULLION ICI SUITABLE, THE MUWCN LENGTH IRUES FO AMUL IONMXOPEMNG WIDTH IS 36'+35'Me]3'. REFERENCING SHEET25. IPRSSUR BEUSED. ISTTHEWIN00WFRMAELEPMOF NDWILL N acloo E COLUMN USING R _ssxPHEFME TAB.+BLESS NOT SHOWNTHOTIS CT ST 1AVALBLI5. EOOR EXCEED WE MEET OR EXCEED lHE REQUIRED DESIGN PRESSURE OF+50.OI55.0 PSF.IF THE TPOLZ DOER NOT SHOW THEFXACT SIZE, USETHE NEM IARGERS4'.E AVAILABLE. MEETDESIGN IN- PY EXAMPLE 21 MULTIPLE MUWONS I. THE YX2.➢ISAPPSMULLION(LENGTH =tOB',OPENING WIDTH =00') MEETS THE OEM REQUIPEO,HOWEVERTHEDESIGNPRESSURE IS H-15.1 PSF JEeoETNLs, FROMTMLE IS K 1 3 Y 3 kNuvnvm�r ANDWOLDNOTxEET], "st6ET92a AND WOULD NOTBE &UNABLE FORTHS APPUGTON. OF JJJCCC Q FROM TABLE J2 SHEET 16, THE 2'X4'X.250- MULLION (LEENGTH=IDfi`, OPENINGWIDTH= WT HASA DESIGN PRESSUREOF+1E4.7 PSF WHICH EXCEEDS THE REQUIREMENTS G. Z80 FORTHEWENINGANDMAYBEUSWMW ISAPPLICATON.NWETNEAVCHORCAACITYREOUIREDOF971LB5. JT FExFsm Tlw DET... BECAUSE IT IS NOWHNOWN THATTHE MULLION WILLADD 2' TOME WIDTH OFTHE MULLED UNIT,THEPD.LUSTED OPENING WIDTH IS 3K+36'+2'=]4'. NOT73A3 PREVIOUSLY FOR THE ADJUSTED OPENING.ALTERNATVELY,THEW!NGOWWCTHS MAY BE REDUCED TO MAINTAIN PNppUm pppRwu yi<EIs ASSUMED.VERIFf WATWE DESIGN PRESSURE!5 SILLAPPLICABLE 24 �- ]3'OIMENSION(3 V7-35.lW-T=]37. - THE PRODUCTREVISED a p In wIN D iia� Ne Fl-Aft I1- , + , T) USE TABLE 128 TO FIND THE ANCHOR TYPE, ANCHOR WANTITYAND CUP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUMETHE POURED IF THE MILLION CLIP WERETO BE CENTERED NWIN THE 8'.C.ARS MUST BETARENTO MAINTAIN iHEFASTENERS EDGE DISTANCE eiore NOA-NP. 17-0630.01 YER I lO ' �` CONCRETE HEADERAND SILLARE 6' 1MOE USING THE STANDARD CLIP WW(6)3116• ULTRACON ANCHORS ATAN EDGE DISTANCE OF 2-1R'GNES ANANCHOR CAPACITY OF 105C LBS WHICH IS GREATER,AND Eapl-11-Date 05126M021 NUUXIN` LENGTH `SEE THEREFORESUOABLE, FOR WE REWIRED ANCHOR CAPACITY OF 971 LOS. - p@ BY oPI �ETAa z.4 - DETAILS. GN=ETJ FOR E HORIZONTAL MULLIONS' TH w Mla u HEIGHT 'I BECAUSE THE VEfiT:ALMULL WILL BE A2'XPX.2EA'MULLIQN, IN THIS EXAMPLE WE WILLMATCHME HORDOM4LANDWRTIW.MUWONS. ALTERNATIVELY. ANOTHER Q MILLUON TYPECOULDBECHOSEN. _ E CADeiIMMM RAP€ZOF-A1M.CPG,F ARLOADINGMAYBE t1 1)THEMOPAT LENGM153BT16.WE'XVXGNEIGH;IS32'+tf+T= -42-.OPEhtt4GHEIT. 12F)5. ASHEET I6, THE 2'X PX.USED IN REOF+Ft ]0.0 P.SFWRIICH FXLEE09 TINE ASAOESIGN+621 UNGICN+NO THEAN 3 THIS Ag ANCHOR CAPACITY LO REQUIREMENTS FOR ME OPENING AND MAY BE USED IN THIS APPULATIDN. NOTE THEPNCHOR CAPACITYREOUIRED OF 621 LBS. REQUIREMENTS FOR J THIS IUBTO TYPE ST9ET UIRED ENTOFOINTAIN USUBSTRATE. INGEDJSTNPLE, ASSGTHE ANJAMBSAS IT WANGLECUPS THERE DWITHIAM EV,CAAND CLIPCARS MUST BETAKE 2IDE.IF i SHOEM, sx2EM xa HE CLIP TO BE CENTERCHOR OF SIN, STAKES GREATER. AND THEREFORE SUITABLE (d)L16'UL1pACON ANCHORS ATM EDGE DISTANCE OF t'GTVES AN ANCHOR CAPACITY OF SIN, IeS WHICH IS GREATER,ANO THEREFORE 6UITABLE,FORTHE REQUIRED (4)W16F LWNCONONCHO WERETOBGE DISTANCE CFI-TIE6',CANCHOR ANCHORLAPACTYOFUILBS. ,;aaNYLYlViv ; b'.xpwx. �� so'.NOvz� 4) FORMS UGIIP INTHE HORIZONTALMULLION TOWRTICAI.MULLION,USEE THE SAMEANGHOR LAPACITYOF 521 LSS.TABLE IM FORMS U-CLIP SHOWS THE ANCHOR a�;'' 0CEN,TLc'., z ?;' MULLLENJTI MUULUSB CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER,AND THEREFORE SUITABLE..MRWE REWIRED ANGIORQAPACOYREQUIREMENTOF 621 L65.THE _ .,p i NO. SB]OS FOR VFRRCALMILL ANCHOR TYPE IS A#12 STEEL SCREW. a #: CpENwOwIVM FROM THE ABOVE STEPS. OURMULUON DESIGN PRESSURE iS: -1-64.7 PSF FROM THE VERTICAL MULUON; n A-:!'- fY] H-070.DPSFFROMTRE3eHORIZONTA WWONATTAGIINGTOCIAU: +f-JTD.O PSF OM THE36' HORIZOMAL MILLIONVE ON AWAGBNGTO7HERrC MUWON(IMERSECTON) FRMILLION ® 1 �OJ` >° AlE ' 'E Fs `.4w+!p?'-(•j�� THE LOWESTDESIGN PRESSURE IS 41.64.7 PSF AND WOULDAPPLY TOALL OFTHE MULLIONS. WRIFY ME DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE.OF MILLIONS OR FENESTRATION PRESSURE REGUIRES THAT ME BOTH WE AND THE FENESRRATION PRWUCTBEINSTALLEOIN a 'TS�ONAL EN AA\ A.L E, N PRODUCTS, WALL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATESAND FENESTRATION PRODUCTSTO MULLION. P.E. 68705 FL P.E.#58705 ��r.� AN/.I ,*j LOADINGOFVERRCALMUWON LOADNOOFVERRCAL MUWON SILL OF OF WINDOWSNOTANCHORID " WITH INWRSECTNG HORIZONTALMLLLVNS I� LOADING OF VERTIDAL MULLION SBLOFWINDOWSNOTANCHORED 4 �fUDH I � %HIDH LOADING OF HOR!ZONTALMUW ON WITH INTERSEOT!NG VERTICAL L9IWON ) LOADING OF VERTIGLMULIWN LOADING OF VERTICAL MULLION PANEL OF HINGED OOORIS NOTCAPTUREOORANCHORED WITHINTERSECTINOHORQ ALMUWONS EXAMPLESOFTRUPEZOIOALRRIANGUTARLOAO!NG: Ir LOADING OF HORIZOMAL MU W ON rW / Fw DING OF (2) HORRONTAL MULLIONS LOADI NO OF HO R VANIAL ML W ON 17 aAIM/�//�y�1i� 111 III il) I I lIiwi LOAOINGOFVERTICAL MULLION LOADING OF VERTIGLMULIWN LOADING OF VERTICAL MULLION PANEL OF HINGED OOORIS NOTCAPTUREOORANCHORED WITHINTERSECTINOHORQ ALMUWONS EXAMPLESOFTRUPEZOIOALRRIANGUTARLOAO!NG: Ir LOADING OF HORIZOMAL MU W ON rW / Fw DING OF (2) HORRONTAL MULLIONS LOADI NO OF HO R VANIAL ML W ON 17 aAIM/�//�y�1i� 111 III il) I I lIiwi LOAOINGOFVERTICAL MULLION PW y BcIJ e w z p Y Y u U O¢ 0 0 d W SWOH $$Np S� 4 PRODUCT REVISED PIpNI IN IN. FII Buiialne Cnn� NO .. '17.0630.01 E.p!T U.. Cote 0SlY6/Y027 By LOADINGOFHORRONTALMULLION LOADING OF HORIWNTAL Mia ePTp uut p ro MULLION NOTES: p DRAW!(JGTION PONFIGURATIONS OFT TYPICAL PW CONFIGURATIONS. CONFIGURATIONS WN ATED FR MAY BE E%TRAPOIATED FROM THOSESHOWN. LYryry a 'l`'+�JDENSE `*� Pv/ Z)IFTHELOADINGTIPE CANNOT BE DETERMINED, USE RECTANGUTARLOADNG. 3) SEE PRODUCTS' APPROVAL FOR AORIALANCHOR LODATIONS. N.. WaS A v ��(OS Zo...R{!OPF A VINMI IM1LI LOAUNGOFHORWW& MULLION FL REX 51