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Home My WebLink AboutProduct Approval Plorida Building Code Online Page 1 of 3 v� 1p I° riraD.part(T'e l '{' SCIS Home Log In ; User Registration ; Hot Topics Submit Surcharge Stats&Facts i Publications FBC Staff BCIS Site Map j Links ? Search :G(I Busines Profess ial product Approval USER:Public User Regullation I_ _I Product Approve!Menu>Product or Aonlication Search>Application List>Application Detail W"I l fir,?. �'-' FL# FL25 - "''k fi .,: Application Type Revision Code Version 14 Application Status ro ed *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer 1112GIItt ustnes Address/Phone/Email Zd Mrtology Drive North Venice,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature ]ens Rosowski jrosowski@pgtindustries.com Technical Representative ]ens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 21140 jrosc)wski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Extefi r Doors Subcategory I' Eitter[or' `oAssemSl"s Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 09/14/2015 Date Validated 09/17/2015 Date Pending FBC Approval Date Approved 09/20/2015 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5b... 12/29/2015 Florida Building Code Online Page 2 of 3 Summary of Products FL# W_del,.Numberzol, ame Description 251.1S6DIIfi7,Oj(Jon;;pact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FI-25 R2p C CAC 1A- -Lj.p,5_if Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/07/2020 _ Design Pressure:N/A In to t1onsIAstruciti ns Other:Please see Miami-Dade County Notice of Acceptance INCA)for 'EjL; _— '6 s �a�.1 i a df product performance information,anchorage details,and anchor type, !r�r'n�d1By—':MiaTn'1=Dade'BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.2 SGD-670HP(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL251 R26 C CAC 15-0106.07 HP.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 03/24/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance INCA)for FL251 FZ26 Ii 15-0106.07 HP.pdf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.3 JiSGD-680(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL251 R26 C CAC 15-0609.11.pdf 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 R26 II 15-0609.11.pdf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.4 SGD-770(Large Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R26 C CAC 14-0128.11 Doer.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/17/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance INCA)for FL251 R26 I1 14-0128.11 Door.pdf product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.5 JSGD-770HP(Large Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0106.08 HP LM.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/24/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance INCA)for FL251 R26 II 15-0106.08 HP LM.pdf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing Information. Created by Independent Third Party: 1 Evaluation Reports Created by Independent Third Party: 251.6 SGD-770HP(Small Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0106.09 HP SKEW Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/24/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R26 II 15-0106.09 HP SM.pdf product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.7 JSGD-780(Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0609.12.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/02/2017 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R26 II.15-0609.12.odf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.8 SGD-2500(Non-Impact) Aluminum Sliding Glass Door iLimits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL251 R26 C CHC 15-0609.10 DR.ndf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 05/22/2018 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R26 If 15-0609.10 DR.pdf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.9 SGD-2770(Large Missile Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0409.02.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/14/2016 http://www.floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5b... 12/29/2015 Florida Building Code Online Page 3 of 3 ( Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R26 II 15-0409.02.odf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.10 SGD-3030(Large Missile Impact) Architectural Systems Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0612.06 LM,odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/14/2018 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R26 I? 15-0612.06 LM.Ddf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.11 SGD-3030(Small Missile Impact) Architectural Systems Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL.251. R26 C CAC 15-0612.07 SM,pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/14/2018 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R„2,._=11_15-0617.07 SNt.p:lf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.12 SGD-5470(Non-Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251. R26 C CAC 15-0409.04.Ddf i Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/21/2016 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R26 IT 15-0409.04.Ddf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.13 SGD-5570(Large Missile Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL251. R26 C CAC 1.5-0409.02.ndf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/14/2016 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R26 It 15-0409.02.odf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 99 ='< Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Wfl , E9 11 sccurity 4k:TS2it"4 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5b... 12/29/2015 1 • kri L'... MIAMI-DA►DE - i1•IIA\•ii-DADECOUNTY off ` F= PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADikIIi`ISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) ++ww.miamidnde.Rov/ecomm�v PGT Industries 1070 Technology Drive, Nokomis,Fl.34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the.right to have this product or material tested for quality assurance purposes. if this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA 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 meetthe requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Seizes ului ►muSIidiug G ass;. ooiNv 0t&,1,3,5j-13j°cot•;iers-NI APPROVAL DOCUMENT: Drawing o. G 0728(forme) PGT000 Rev C),ti ell°Series 670 H.P. Alum SGD- Non-Impact",sheets 1 through 22 of 22,prepared by manufacturer,dated 02-02-14 and last revised on 0t/30/1 5, signed and sealed by Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Mianti-Dade County Product Control Section. MISSILE IMPACT RATING: None: Approved Hurricane Protection devices,complying w/FBC,as applicable are required. Limitations: 1. Max eight(8)panels configuration unit is allowed,having max nominal panel size not to exceed tested height& width per tables I thru 3.See sheets 6, 7 and 8 for Design Pressures(DP),glass types, Sill type for Positive DP limits,applicable Standard or Heavy Duty parts and anchorage requirements.See sheet 10 for straight configured units and sheet 11 for corner units. Pockets& Egress requirements to be reviewed by Building official. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Mianii-Dade Count), Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety, .INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises&renews NOA#I1-1018.17 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq 1,Chanda,P.E. - =i NOANo. 14-0123.11 MIAMI DADS COUN fY != Estri►uLa FCi71�nr�l aoaQ Approval D:rt�e: I b-r-ar, , OT5 4ti;, Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. DraNving No.PGT0128(former PGT0001 Rev C),titled"Series 670 H.P.Alum SGD-Non-Impact", sheets 1 through 22 of 22, prepared by manufacturer,dated 02-02-14 and last revised on 01/30/15,signed and sealed by Lynn Miller,P.E. B. TESTS 1. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94. 4)Forced Entry Test,per FBC 2411.3.2.1 (b)and TAS 202-94 Along with marked-up drawings and installation diagram of Aluminum SIiding Glass Doors,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No(s)FTL-5979,FTL-5980,FTL-5994,FTL- 6002,FTL-6034&FTL-6035,dated 08/10/09, all signed &sealed by Julio Gonzales,P.E. (All above test reports submitted under files# 11-1018.17/H09-0826.13) 2. Reference Test reports on 1)Air Infiltration Test, per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94. 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1 (b)and TAS 202-94 Along w/marked-up drawings and installation diagram of Aluminum Sliding Glass Doors,prepared by Fenestration Testing Laboratory,Inc.,Test Reports NoFTL-7554, dated 11/01/13, signed&sealed by Marlin D. Brinson, P.E(This file has addendum letter dated 08/14/14&marked-up drawings dated 08/19/14 and revised interior astragal marked-up Dwgs dated 11-11-13,all issued by Fenestration Testing lab.) 3. Additional reference supporting test#FTL 5254,FTL 5980,FTL 5987 and ATI72138,01-401-18. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 03/18/14, 06/25/14 and last revised on 01/30/15,sheets I tin-u 67,prepared by PGT, signed and sealed by Lynn Miller,P.E. 2. Glazing complies with ASTMS-1300-02,-04& -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS - 1 None. F. STATEMENTS 1. Statement letter dated 06/25/14 of compliance to FBC 2014(5"'Edition)and"No financial interest", prepared by PGT,signed&sealed by Lynn Miller,P.E. 2. Letter of lab compliance,pant of the above test reports. G. OTHER 1. This NOA revises&renews#11-1018.17,expiring April 07,20B. 2. AAMA's Technical Paper for SGD &Bi-fold doors referenced to FBC 2014(5t"edition). 3. Test proposal dated 6/4/13 &08/12/13 approved by Jaime Gascon, P.E. 4. Test proposals No(s)09-0177,0177-A,B &C approved by BCCO. 4. Letter of commitment dated February 20,2014, issued by PGT,signed by A.Lynn Miller,P.E. f I haq 1.Chanda,P.E. Product Control Examtner NOA No.14-0123.11 Expiration Date: April 07,2020 Approval Date: February 19,2015 E-1 SERIES 670, NON-IMPACT RESISTANT SLIDING GLASS DOOR TABLEA: INCLUDING POCKETS &900/1350 CORNERS Group Anchor Substrate Frame Min.Edge Min. Member Distance. Embedment GENERAL NOTES concrete Zmin.2-65 Rol) HeadIS1111.1amb 1* - - 1-318" 1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. 1 1/4*Elco Ultracon Ungrouted CMU,(ASTM C-90) Jamb only 2-112. I-1f4* 2)DESIGN PRESSURES: Grouted CMU(ASTMC-90,min,2 kal limut) Jamb only _1412" 13/4' tF4',Eft_ 0STML '4§1111jam A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. jNWQL n9rWwdjCM _3jiA8I)0wR= H" - —I-X_4 Jamb anJy�1W2;lt2!=Miz(./4' S.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. 2 3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS Concrete(min.2.85 kel) Head(Sill 1. 1-3/6' PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT 1141 Elco Ultiacon Ungrouled CMU(ASTM C-90) 1. 1-114' WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA P.T.Southern Pine(SG-0.55) HoadISIII/Jamb 9118, 134 BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. #12,1"or 410 0" 4)SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. B.S.SMS' Aluminum,8083 7S' Head/Sill/Jamb w 0.083, ios. 5)INSTALLATION— 3 (min Steel,A36' HeadfSIiVjaiFb 7Fj'r— Usal. SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE WITH "b"eads" Steel Stud.A653 Gr.33' Head/Sill/Jamb 318*— 0.0451 NARROW JOINT SEALANT. concrete(min.3.276 ksl) Head/SIIVJamb 1412' 1_31w 6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NON$,ANSI1AF&PA NDS FOR 114*151col"S.S. -_ LlnljroutedCMU,(ASTM C-90) Jamb only 21 14W WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. Aqgm-Galor Grouted CMU(ASTM C-90,min.2 kel grout) Jamb only 2' 21 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OFHE P.T.Southern Pine(SO-0.5$) Head/81111.1amb 9116' 7318'P.T.Southem Pine(SG=0.55) Wa—d/SliViamb 1* 1-3/8' CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE.(HVHZ; 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT L 4 #12,steel SMS G5, Aluminum,6063451 HeadiSlif/damb 31v 0.063* FLORIDA BUILDING CODE,AS APPLICABLE. (mlo,11 threadSfin) steel A311. HoadISIII/Jamb 0.050, St..,gr_ _ _ .A653 Gr.33* Headfalli/Jamb 378' 0.0451" -5264�FTL-5979,FTL-59M,FIFIL-5987,FTL-5994,FTL-6002,FTIL-6034,FTL-6035, •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO MEET MIN. TEST REPORTS:FTL i FTL-7554 AND AT[72138.01-1401-18 STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY RAVING JURISDICTION. •"P-HOOK INSTALLATION REQUIRES 2.693"MIN.EDGE DISTANCE,REFER TO SHEET 14 FOR ALL SPECIFIC P-HOOK REQUIREMENTS. ANCHOR NOTES 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. NOA DRAWING MAP 3)WOOD BUCKS DEPICTED AS IX ARE LESS THAN 1-1/2'THICK.PROPERLY SECURED,IX WOOD BUCKS ARE OPTIONAL IF UNIT IS SHEET INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND 2X BUCKS GENERAL NOTES.............1 (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE EXAMPLE CONFIGS..........2-3 RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL, GLAZING DETAILS............4,15 4)METAL SUBSTRATE TO MEET MIN,STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO ANCHORAGE.....................0-14 BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION, fRODUCI Xf v 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED,IF USED,NONuw -SHRINK,NON-METALLIC GROUT, INSTALL DETAILS..............12-14 oulll,,Cok 1_ DESIGN PRESSURES, 6-8 MAX.1/4'THICK&3400 PSI MIN,,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT ELEVATIONS.................._15,16 Al"e TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC ISPANEL/SILLTYPES.........17 9.p 4 r.t 1.n I REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. CROSS SECTIONS............18.19 is,ut-'tg) PARTS LIST.......................20 MLW v6w pood"C"ftd TEXTRUSIONS....................21,22 ABLE B,SEE DETAILS ON SHEETS 4&5: Glass Type Description(Listed from Exterior to Interior) __A1_ 3116'TEMPERED GLASS GtA 'i OUTE_��E E9EO G S ._jZ 11 -4EMIoERECr'Ga9S'r57f1`_A1FfSPAC +311V TEMPERED GLASS IMPACT RATING E DESIGN RATING 'ST SEE TABLES 1.2&3 ON NOT RAT G2A V I.G.:114'TEMPERED GLASS+1121 AIRSPACE+1141 TEMPERED GLASS ED FOR MISSILE LYNN 4 1, _S M .......... "T C. SHEETS 6,7&8 IMPACT RESISTANCE �GENS, N..58705 7t By & X:: 2kti�lo6 ..., uj- I GENERAL NOTES AND MAP C> STATE N.VEMCE,n 34276 0' SERIES 670 ALUM.sGD-Nowypvicr Far nw 1. ON�$ vw R� v Ng)l�VVJ V�.E. JR_ CERT.OFAUTH,429M N PGTO128 RE 68705 CONFIGURATIONS NOTES: EXAMPLE CONFIGURATIONS 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX. MAX.UNIT WIDTH UNIT WIDTH LOCATIONS USING DETAIL"Jw","Jc","Kw"OR"Kc"INSTALLATION. EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE NOM.PANEL WIDTH NOM.PANEL WIDTHPXXXXP,PXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION PER TABLES 1-3 1 1 PER TABLES 1-3 A 13 CAN BE OXXXp. 2)90"&135°CORNER CONFIGURATIONS CAN BE A COMBINATION IrQvAOF ANY 2 STRAIGHT CONFIGURATIONS. jJw MAX.UNIT 3 ;w Jc i�a q MAX.UNIT 13 / 19 / 1 i°z OF 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. MAX�jHEIGHT //l �' s HEIGHT PER TABLES 1-3 I X PER TABLES 1-3 j "X"=OPERABLE PANEL, I u g'- "O"=INOPERABLE PANEL, POCKET I g W` POCKET j v"'i P"=POCKET DETAIL LETTER WOOD OR METAL INSTALLATION 1-PANEL r �PANEh "c"=CONCRETE INSTALLATION CONFIGURATIONS 1 °G,ONfiI;GU, 1 I, '-1 M ,K SHEET NUMBER MAX.UNIT WIDTH MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7" DLO HEIGHT=DOOR UNIT HEIGHT-10.125" NOM.PANEL WIDTH w c e NOM.PANEL WIDTH n!POCKET PANEL HEIGHT=DOOR UNIT HEIGHT-1.856" PER TABLES 1-3 3 1 1 -�\ PER TABLES 1-3 -___- rI19 Jw Jc CM112 A &oMHEIGHTUNITHE9PER TABLES 1-3TABLES 1-3 POCKET uWi I L3-PANEL CONFIGURATIONS w 4-PANEL CONFEc 1c 3 12 PRODUCT k1'WlED v�o.Pwn wkb 1k pkd& MAX.UNIT WIDTH MAX.UNIT WIDTH Widh14Code c.Wm11% y'bf2 •l/ NOM.PANEL WIDTH NOM.PANEL WIDTH c PER TABLES 1-3 vv PER TABLES 1-3 1 13 Dad. I 3 NG3 9 9 1 1 I 9 14 I O 5T. MAX•UNIT1 SEE MHEIGHTIT s 9 i'�s HEIGHT o " / 2�HIs PER TABLES 1-3 i s€ TABL IES 1-3 C, SHEET. POCKET jay` 1 EMERIOR8' 12 13 ........` 3 5-PANEL CONFIGURATIONS CORNER,TYP. 18 * No.58705 z - - (OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR) R-dOr o.m Raam.: '` ST�TE f070TECHNOLooYORVE EXAMPLE CONFIGURATIONS ';�T� N.VENT'e FL 342T6 r� (94"804� SERIES 670 ALUM.SGO-NON-IMPACT �'/'/'L NA 1 setaaua,e sow: an.,c u..+nx• R.c A.L4f•IN MIOLfif�i,P.E. °ifA^�pf10' 10� D.N. CERT.OFAUTH.AWM ® SO."ll NTS 2 -22 PGTU128 P.E.q 58705 JR 02/20/14 EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES: MAX.TESTED UNIT WIDTH= 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS 355-7/16"@ 96"HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB 300-1/4"@ 120"HEIGHT LOCATIONS USING DETAIL"JW","Jc","KW'OR"Kc"INSTALLATION. NOM.PANEL WIDTH w EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE PER TABLES 1-3 3 pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION -1`r--- CAN BE OXXXp. J Jc I i s is s s 2)90"&135"CORNER CONFIGURATIONS CAN BE A COMBINATION rL2° I g°fl? OF ANY 2 STRAIGHT CONFIGURATIONS. MAX.UNIT � 3 9 l a m HEIGHT, s j u� 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. 96"OR 120" / / / / / 1 I i` POCKET "X"=OPERABLE PANEL, j m "O"=INOPERABLE PANEL, POCKET 6-PANEL CONFIGURATIONS DETAIL LETTER MAX.UNIT WIDTH /�. v/"=WOOD OR METAL INSTALLATION ® 'W=CONCRETE INSTALLATION NOM.PANEL WIDTH SHEET NUMBER PER TABLES 1-3 3 J Jc i DLO WIDTH=NOM.PANEL WIDTH-7" Qv IQV IQV 1 j DLO HEIGHT=DOOR UNIT HEIGHT-10.125" cKBF w- 1s 9 9 I o p PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" MAX.UNIT 1 Ic I a y HEIGHT 1 PER TABLES 1-3 � � � � � � � �P POCKET 7-PANEL CONFIGURATIONS u eecoyin wh►the natal MAX.UNIT WIDTH n.1di"Code N./4�-D123•�� oak NOM.PANEL WIDTH R tagraflca Ac PER TABLES 1-3 2 t3 oy_ oada nN tmUM I ILL 11L s > > s 9 9 9 9 9/LiN� ILL ��°! MAX.UNIT (Ry136N I I z a HEIGHT t3 is 19 �9 s I z c PER TABLES 1-3 � - / POCKEr i \\��ONy LYNN Afi7 `y .•........ 8-PANEL CONFIGURATIONS �`r J ��.•' �1GENSF'•.�(Q� 3 3 13 No.58705 *' RmsOey. Dln' RMflol6 Cuo6a• /" r 3° /".'•�\ fo7o TECHNOLooYDRIVE EXAMPLE CONFIGURATIONS O STATE OF ((� N.VENICE,FL 39276 ia. �i��S'•.FCORIOP,. G\?: gym: RmBb u fwlrreo 1s� SERIES 670 ALUM.SGD-NON-IMPACT ommeY Na. a s a"ro: ® - 22 — PGT0128 R.r AfkyPv.&5e oSp.E. JR 02120114 CERE OF AM.a2o28o sw m NTS 3 GLAZING DETAILS(G1 &G1A) 3/16"T GLASS 74 EXTERIOR 82 Isa 3/4"NOM. GLASS BITE 78 EXTERIOR 54 3116"TEMPERED GLASS,TYPE G1 1/4"T GLASS X3/Q'NOM. EXTERIOvft 1 a '—plying with the Fln" E.phu in Dett 78 1511111ff 1!_4"TEMPEft�E G'L�ASS T_17i'E C1A._ .•�oNv UYNN n��',, ��,.•'��CENSf•'•.F.p ' No.58705 GLAZING NOTES: T'=TEMPERED RKDOHy. wm: RMtbu: wcyn,e ��•, STkTE O R" f07OTECHNOLOGYDRNE GLAZING DETAILSDo. ��;•F<oRro?.•';G�� N.VENIM FL 34276 lm;wo—r Oalu: R"Wbv: (94f)400.1000S�ERIES 670 ALUM.SGD-NON-IMPACTIE��`�� om ney. at.: cma"a mm: Fn-Fa 22 PGTO12B A LYP.E.#58 05 P E JR 02/20/14 CERT.OFAUM.#29290 SOD-670 NT3 4 GLAZING DETAILS (G2 &G2A) 1"NOM. 3/16'T GLASS 5/8"AIR SPACE 3/16"T GLASS (3/4NOM. EXTERIOR a83 56 7s 1"I.G.GLASS,TYPE G2 1"NOM. 1/4"T GLASS 1/2"AIR SPACE 1/4"T GLASS--\ 74 pH! g wN!the EXTERIOR Arrs Y� 1 af7 -/1 a �.olt,t,00 56 3/4"NOM. hudal GLASS BITE 79 �Iuulu 55 6,�ONY LYNN Q�.•'. JGENSF''.•ccp 1"I.G.GLASS,TYPE G2A = No.solos �T ' GLAZING NOTES: �c "T"=TEMPERED .�' wnaei- ww nanrMrr. wombs' 0 STATE 0)15 •••CC/w� " 1070 TV WE GLAZING DETAILS p'H""�• °ems' 1Bd wre. N. ® sMrmtaeek a w s+e.e u�wa R° ,,\6R �s �7VENtEFO3A1 (941)-480-16Mo SERIES 870ALUM SGD-NON-IMPACT ��NAI`sJMLLE�R�,P�.E\\�.A.LYN 5 f se"70 NT$ ` P.E.a 58705 JR 0?/20/14 CERT.OFAM.mesas TABLE 1: TABLE 1A: Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) SIII Height to Max.(+)DP For comer astragal anchorage on 90'or 135°corner units,see sheet 11 (Water Infiltration Rating) Table applies to all Glass types and DoorUn Height_-__._._ Sill Riser Height OH LENGTH �f W. 84• 98" (+)Design the SlilefAsiraDal types shown below. 89-7/8'DLO 73-7l8"DLO t�_9J :.'0�" 85-7/8'DLO (Flat or Box,see 4-' Pressure,psf = Posiliae(+)DP may be united by MchorGmup MchorGmup Anchor Group Anchor-Group Sheet l7) (� OH LENGTH w Table IA. 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 Flush-1-1/2" see note 3 OH RATIO= w OI OH HEIGHT x O OH RATIO;-,1 Design Pressure +90.0/-127.1 +90.0/-120 +90.0/-110.8 +90.0/-1029 Low-2-1/2' +48.67 = 24" 17" Head/Sill C4 I GIN C4+1 C4+1 C4+1 C4N C4+I C4+1 C4+1 C4+1 G4+1 CA+f C4+i C4+1 C4+1 C4+1 ,Medlum.-3,114_ +60.0 O DLO Jamb a a 6 8 8 8 a a 8 8 8 8' 8 a a 8 =Hjgt 4� +�t90:0i1� P-hook 8+7 8+7 6+7 6+7 7+g 7+a 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8: Design Pressure +90.0/-106.3 +90.0/-100.2 1 +90.0/-92.2 +85.3/55.3 SE 'NOTES'1'-3 - SEE NOTE 3 30" 23" Head/Sill 04+1 CAN C4*1 C4+1 C4+1 C4+1 G4N G+1 C4+104+1M-a-i C4+1 CAN C4+1 C4+1 DLo Jamb 8 8 8 8 8 8 8 8 8 a a 8 8 P-hook 6+7 8+7 8+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+87+8 7+8 7+8 NOTES: Design Pressure +90.0/,92.9 +87.3/-87.3 1 +80.0/-80 +73.8/-73.8 3" 29" Head/Sill C4+1 G4+1 C4+2 C4+2 C4+1 G4+1 C4+1 C4+1 C4+1 C4+1 C4+1 G4+1 C4+1 04+1 G4+1 C4+1 1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 4"SILL. DLO Jamb 6 8 8 a 8 1 8 8 8 a 8 88 8 a 8 8 P-hook 6+7 6+7 6+7 0+7 7-817-8 7+8 7+8 7+a 1+.17+.!7+a 7+8 7+8 7+8 7+8 2)WHEN USING THE 2-112"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING g nJes nPressure +83.7/-63.7 +78.4/-76.4 +71.6/-71.6 +65.8/-65.8 THE 3-1/4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL, s W, Head/Sill 94+2 I G4+2 1 0a+2 1 Con c4+z ca+2 ca+2 cd+ ;G4sa',C4_-1,G4±z,O4,2 C4+1 07+1 G4+2 G4+z POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE.PRESSURES UNCHANGED).SEE TABLE OLOIr Jamb 8 8 B a a 8 8 8A tali tam Mai a a 0 8 1A °. P-hcok 8+7 8+7 6+7 6+7 7+8 7*8 7+8 7+B ■:.a1 1117A]117±81 17+Sf +8 7+8 7+8 7+8 Design Pressure +77.11-77.1 +720/-72 1 +6915 si +60.0/-60 3)4',3-1/4-AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS 48" 41" Head/sill Sill C4+2 G4+2 C4+2 CoC4+2 C4+2 C4+2 G4+2 C4+2 04+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2 DLO Jamb 8 8 8 8 8 8 8 8 s 8 8 8 11 8 8 8 THE 1-1/2"SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT P-hook a+7 8+7 6+7 6+7 7+e 7+8 _7+8 7+8 7+e 7+87+8 7.6 7+8 7+g 7+s 7+a REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN Das;gnPressere +72.6/-72.6 +67.4/57.4 +61.0/51 +54.7/54.7 THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA 47" Head(Sill G4+2 C4+2 C4+2 Gf+2 C4+2 C4+2 G4+2 C4+2 C 4+21 G4+2 1 C4+21 C4+2 C4+2 Con C4+2 TG4+2 BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER DLO Jamb e 1 e 1 8 1 8 a 88 8 e a e e a a s e INFILTRATION. P-hook 6T7-T-6+7-T-6+-7-F6-+-7 7+8 7+8 7+S 7+8 7+8 7*8 7+8 7+8 7+8 7+8 7+8 7+8 Design Pressure +69.1/-69.1 +64.0/-64 +57.6/57.6 +50.6/50.6 53" Head/Sill GO+2 C4+2 C4*3 C4+3 C4+2 G1+2 C4+3 GH3 C4+2 C4+2 C4+2 CA+2 C4+2 CA+2 C4+2 M+2 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT DLo Jamb 6 8 8 e 8 8 8 0 8 S 8 8 9 8 8 8 INFORMATION. P-hook 8+7 6+7 1 6+7 1 6+7 1 7+8 1 7+8 1 7+8 1 1+8 7+8 7+8 7+8 7+. 1 (+8 1 1+8 I 7+8 1 7+8 FOR EXAMPLE ON USING TABLE,SEE SHEET 7. 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. DLO WIDTH=NOM.PANEL WIDTH-7" 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO DLO HEIGHT=DOOR UNIT HEIGHT-10.125" BE INSTALLED. PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" o ab!Ibe Pk�m fAaA�n�� -0 z -/6 THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 1,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. s.pdmton DsH Interlock P-hook Lockstlle @ lamb Straight Astragal Lockstile @ 90°Astragal Lockstile @ 135°Astragal Lockstile @ a 4 Si1� ` Assembly Straight Astragal Assembly 90°Astragal Assembly 135°Astragal �� - Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Standard Outside Astragal Inside g C Outside Corner Corner -17111 n L� Insides Corner Oulside Inside Corner ��N LYNN Corner Part#60(Stile) Part 461(Stile) part#119(Out.) Part 061(Stile) \ �j •..•• ••.. (� Part 460(x2) Part#60 Part 960 Part#60 Part#118(Corner par[#120(In.) Parts#31&#32 Part#61 Q�.•' �10ENgF'•..(r,Q i� Part#67(Astragal) Receiver) (Corn.&Fxd Mount) _77 No.68705 or �•:U Jf`S r�� 'Loft new- Q••, STATE OF 10707EGHN0L00YDRNEUUT DPANDANCHORAGE %'c�''• 4011 P,.••' N.VENICE,FL 34176 1°bi %•�ss,�'•NA• .. 2 \ B, a� SERIES 670 ALUM.SGD-NON-IMPACT U L , (841}180.1600 �: s,..e DA ftN wr. A. f4I4 1 MIBL�f)�P.E. as+n sy. Dere: rn.eme am: CERT.OFAl1TH.C2828B SOD-670 NTS 6 a 22 PGTO128 P.E.#68705 JR 02/20/14 i TABLE 2: TABLE 2A: Design Pressure(DP)and Anchor Quantities Required,(for all approved conllguratlona on Shoots 2&3) SIII Haight to Max,(+)DID For comer astragal anchomgo on 90'or 135°comer unila,see sheet I] (Water Infiltration Rating) Table applies to ell Glass types and Doorunx HOW mo Stae/Astmgal types sboxe w' /8' 90• es• 102* 1 a• 114• 120• SIII Riser Height + Des below,PosBhe(+)OP may be 69418' 73.7/8' O 79-7r•D es-7 -D o 91-716'DLO 97-7/8'D i - e•Dt.o t -IB'OLo (Flat or Box,see O �n I.P-1 m(a)DPW.A. Ana (cup Ana orGmup Arc er mup nc rGmup c orOroup nc rOroup rm or Group Anc rGroup Sheet 17 Pressure,pat 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 t 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 ) Ds4 n Pmsaum .50.01-140.0 . .o +sac •2zo +90. /-114.0 +90-0/-166.0 .90.0/-99,0 + .0/-93.0 +6o/-6e.0 Flush-1-1/2' see note 3 24' 17' Fieadffi,I 21+i C4+t C4N C4N C4r1 C4N C4N C4N C4+1 C4+1 C4a1 C4+i C4+i C4+1 CA+t CA+1 Coat C4N C4N C4N 04+1 C4+1 CA+1 01N 0441 CA+1 C4+1 C4+1 C4+t Coat CAN CAN Low-2-1/2' +46.67 DLO Jamb 8 8 8 B 8 B 8 e 8 8 8 0 8 8 8 8 t0 10 10 f0 10 10 10 10 10 10 10 10 10 10 10 70 P hook lir? 118 NB 748 Ne 748 7+8 NB 7+8 7+6 7aB 7x0 7+8 7+8 7r8 7+8 Br8 8+9 a+9 8+8 8+9 0+9 B+B 8+9 9110 9+70 9+10 9+10 8+10 9110 9+10 9+to Medium-3.1/4' +60.0 Desrgn Pressure +90.0/-141.8 +90.0/-f33.6 +90.01-122.9 +90.0/-113.8 +90.0/•105.9 +90.0/-99.1 +90.0/•93.1 +87.8/-87.6 High-4' +90.0 30, 23' HeedlBgl C641 C5+t C5+2 C6+2 C6+1 C5+1 C5+2 C5+2 C641 C541 C5N C5+t C5N C5N CW C5+1 c5+t C5+1 C5N 06+1 C5N C6+t c5+t CSN C5+1 C5N C6N CSN C6+1 C5N C6N C5N SEE NOTES 1.3 DLO Jamb 8 0 f0 8 8 6 10 0 0 8 10 8 8 8 10 8 10 10 10 10 10 t0 10 f0 10 10 10 10 10 10 10 f0 P4mok 7,8 8+9 8+9 8+9 7.8 Bre Br9 8+9 7+8 8+9 8+9 8+9 7+8 8+9 8r9 8+9 0+9 6+9 8+9 8+9 8+9 8+9 8+9 8+9 9-710 BNO 9110 9110 9+10 9+10 9+10 9110 Design Pressum +90.0/•123.9 490.01•x16.4 +90.0/•106.7 +90.0/-98.5 +90.01-91.4 +8&3/•85.3 +80.0/-80.0 +76.3/-75.3 �, 28' Hoad1510 C5+2 C5+2 C6r2 C5+2 C5r2 C5r2 C5+2 C5+2 C5+2 CSr2 C5r2 C5+2 C5+1 CSN CS+2 CSr2 C5N C5+1 C6+2 CS42 CSat CSN C6a1 CSN C6N C6+1 C5+1 C5+1 CSN C5N C5+1 C5N OLO Jamb 8 8 10 e 8 8 10 8 8 8 10 8 B 8 10 8 10 f0 10 10 10 f0 t0 10 10 10 10 10 t0 10 10 10 3 P4" 7x8 8+9 8+9 8+9 7+8 819 8x9 8+8 7+6 8+9 Br9 849 NB erg 6+9 erg 8+9 er8 8+9 8+8 8+B 8+9 erg 8+8 9+f0 8+10 9x10 9110 8+10 9+10t9+10 8+10 Daslgn Pressure +90.01-111.6 +90.01-104.5 490.0/S&4 +87.81.67.6 +81.3/-81.3 +75.7/•75.7 +70.8/•70.8 +665/-66.5 42' 35' HeedlSiB C5+2 C512 C5+2 C5r2 C5+2 C5+2 C5+2 C5+2 C6+2 C5+2 C512 0512 CS+2 C5+2 C6r2 CS+2 C5+2 C5+2 C5+2 C5+2 05+2 C5+2 C5+2 C542 CSr1 C5N C5+2 C5+2 C5+1C5+1C5+2 C5r2 DLO Jamb 8 8 10 6 8 8 10 e 8 a 10 6 8 8 10 6 10 10 10 10 10 10 10 10 10 1 0 f0 to 10 10 f0 10 P-0cok 7+8 8+9 5+9 8+9 7+8 B+B 8*9 6+9 7+8 5+9 0r9 8+9 7+0 Br8 8+0 8+9 8.9 8+9 B+B 8+8 8+8 8+9 8+8 8+9 9+10 9+10 9+10 9+10 9+10 eN0 eN0 9+10 Design Pressure 490.0/-102.9 1 490.01.96.0 +87.31.87.3 +80.0/•80.0 +73.61.73.8 46&6/-6a.6 +64.0/-64.0 +60.01-60.0 �, 41' FiOedlSlll C642 C5+2 C5a3 C6a3 C5+2 C5+2 C5a2 C6a2 C5+2 C5+2 C512 CS+2 C5+2 CS+2 C5+2 C5+2 CSr2 C5r2 C5+2 CS+2 C5+2 C5+2 C5+2 C5+2 C542 C5+2%512 0512 C5+2 C5+2 C5+2 C6+2 DLO WIDTH= DLO Jamb 8 8 10 8 8 8 10 8 8 6 10 8 0 6 1 0 8 10 10 70 10 10 10 10 10 16 10 10 f0 10 10 10 10 P4rook 118 8+e 6+9 8+9 788 889 8+9 8+9 7+8 8+9 Br9 8+8 718 8.01 +9 erg e+9 8+8 B+9 8+8 erg 849 8+9 8+9 8+9 8+10 9110 BNO 9110 9+1019,1019-10,9.10 NOM.PANEL WIDTH-7" Design Pressure +83.01-83.0 +77.21.77.2 +69,81-69.6 +63.81-67.6 64' 47' t!2Crsm C4+2 C4r2 C6+3 C6+3 C4r2 Cga2 C6+2 C5+2 l'Al2 C4r2 C542 CS+2 04+2 C4+2 CS+2 C5+2 DLO HEIGHT= DLO Jamb 8 6 s 6 e e s 0 e s 8 8 8 6 8 a DOOR UNIT HEIGHT-10.125" P4mok 6+7 7s rre 7+e 7+6 1 74e 1 7+8 1 7re 7+e 7.a 7+a 7+e 7+8 7+8 7+8 7+81 Not available in these sizes Design PmssVm +79.21.79,2 +73.31.73.3 +56.01-66.0 +60.01- .0 P s3 ttoad/slu C4+3 C4*3 C6r3 C5+3 C4r3 C4+3 C5+3 C5+3 C412 C4t2 C5+3 C5+3 04.2 C4+2 C5+ C5+2 PANEL HEIGHT= DLO Jamb e 6 e s a e 6 e 6 e e 6 e a a e DOOR UNIT HEIGHT-1.866" P4wok BN 7% 7+8 41 7+8 788 7+8 7+8 7+e 1 7+8 7x8 7+8 7+0 7+8 7+8 7+8 O= EXAMPLE ON SHEET 9 THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 2,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. Interlock P-hook Lockstile @Jamb Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135°Astragal Lockstile @ Assembly Straight Astragal Assembly 90'Astragal Assembly 135°Astragal Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-dutyStile Heavy-duty Stile Heavy-duty Stile Heavy-duty5tile Heavy-duty Stile Heavy-duty5tile Standard Outside CornerOutside Astragal Inside ,, Corner COmOr rkuuMIdl-,Cw8k VIIED u eoa4pytsg xRh Ibr F1n.id4 19rrWis{Code � Inside� Are4pnaeene _ IZ -() Inside Core 'I I Corner Outside �� D.C. , Corner ! Part#61(Stile) Part#61(Stile) Part 4119(Out.) Part 461(Stile) S Dade 4radeat-" Part 461(x2) Part#61 Part#61 part 1167(Astragal) part 461 Part#118(Corner Part#120(In.) Parts 431&H32 Part 461 Receiver) (Corn.&Fxd Mount) NOTES: 1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 4"SILL. 2)WHEN USING THE 2-1/2'SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4"SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRES.UNCHANGED).SEE TABLE 2A. OH LENGTH3)4',3-114"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER �- ION WHEREAS THE 1-1/2'SILL S NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLEI2 MAY BE USED WHEN THE DOOR IS S2 'Al LYNN Mid PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR = oI OH RATIO Z 1 ��,.•'�7GENSF''•�Fp '� WATER INFILTRATION. 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. O O 3k r No.58705 n 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. OH RATIO=OH LENGTH 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. OH HEIGHT SEE NOTE 3 til �t�-rte' ,'•q - ,rates,- aro o -7� '. 1,T 17 : ' f070TECHNOLOOTORNE DPANDANCHORAGF - Cho''• MATE F •:\.��; er aro: Ba,14na. �LSS�.O ORIO?;.•��\ N.VENICE,FL 34275 r0. Imig-or WE— f}4B01ggg SERIES 670 ALUM.SGD-NON-IMPACT rvA4 were ey:are• arx aw8040 suNTS0.+x w.+4nN.PGTO128 ay. /14.rbYNN;MI5L9L7):0R5 JR 01110/14 CERT.OFAUTH.#292 TABLE 3: TABLE 3A: Design Pressure(DP)and Anchor quantities Required,(for all approved configurations on Sheets 2&3) SIII Height to Max.(+)DP _ For comer astragal anchorage on 00'or 135'Comer units,see sheet 11 (Water Infiltration Rating) Table applies to all Glass typos and Door Unit Haight SIII Riser Height the$lile/Astra al t 90 96' {+}Design OH LENGTH g types shown 69.718` O 73-718'OL4 9-7/8"DLO 85.718'DLO {Flat or Sox,sea Pressure,Pat below. iced by(+)le may be Sheet 17) Anchor ype nchor7ype noharTypa Anchor Type Gu limited by Table 3A. a( 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 Flush-1-112" sea nota 3 T OI OH RATIO 21 15WFs a Pressure + - _ + - + _ Low-2-112" +46.87 x 24' 17' Mead/Sill C4+1 C4t1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 04+1 04+1 C4+1 04+1 C4+1 04+1 04+1 C4+1 Medium-3-1l4" +60.0 O DLO jamb a 8 8 8 8 8 8 a a 9 8 8 a 6 8 8 High-4" +9970--1 P-hook 6+7 1 7+8 1 7+8 1 7+8 7+8 1 7+B 1 7+8 1 7+8 7+e 7+9 7+8 7+8 7+8 1 7+8 1 7+8 1 7+8 SEE NOTES 1-3 Design Pressure +90.01-159.5 +9001-050.3 +90.01-136.2 +90,01-128 30Y 23' Haad/Sill QC5+2 C6+2 C6+2 C5+2C5+2 C6+2 Ca+2 C5+1 C6+1 C6+2 C6+2 C5+1 C5+1 C8+2 C8+2 OH LENGTH DLO jamb t0 8 8 8 10 8 8 8 10 8 E S 10 8 OH RATIOOH HEIGHT P-hook 0 9+10 9+10 8+8 9+10 8+10 9M0 6+8 9+10 9+10 9+10 8+9 9+10Br10 9v10 NOTES:Deslgnpressure1-139.4 +90.01-130.9 +9001-120 +90,0/410.8 36" 29' Head/Sill C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 06+2 06+2 05+2 C5+2 06+2 C6+2 C5+2 C5+2 C6+2 C6+2 1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL. DLO Jamb 88 10 . %1 . 1n $ -B- 8 10 8 8 B 10 8 P-hook 6+9 9+1I, 9+10 9+10 a 8+10 80 8 to 8+9 0+10 8+10 9+10 8+9 9+10 9+10 9+10 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN Deston Pressure +90.01-125.5 +8401-117.6 +90.01-107.3 +90.01-987 USING THE 3-114"SILL,POSITIVE WATER DP IS 60,0 PSF MAX.WHEN USING THE 4" a. 42' 3V Head/Sill C5+2 05+2106+21 C6+2 C5+2 C5+2 06+2 C8+2 C5r2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 G6+2 SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED). DLO Jamb 8 8 i0 8 8 8 10 8 8 8 t0 8 8 a 10 8 SEE TABLE 3A. Pdwok 8+9 1 9+10 9+10 9+10 8+8 19+1019+1010+10 8+9 9+10 9+10 9+10 8+9 19+1019+1019+10 - Deslgn Pressure +90.01-115.7 +90.01-108 +90.01-982 +90.0/-90 3)4",3-1/4"AND 2-11T SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION 48' 41" H9adlSlll C5+3 C5+3 C6+3 C8+3 C5+2 C5+2 C6+3 CB+3 05+2 C5+2 Cs+2 Cs+2 c5+2 C5+2 1 C8+2 C8+2 WHEREAS THE 1-112"SILL IS NOT AND MUST ONLY BE USED WHERE WATER DLO Jamb 8 8 10 8 8 8 10 8 8 8 10 e 8 8 10 8 RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN P-hook 8+9 9+10 9+10 9+10 6+9 9+10 9+10 8+10 8+9 19+1019+1019+10 8+9 9+10 1 9+10 9+10 TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG Design Pressure +831-89 +7T.2/-77.2 +69,81-69.8 +62.61-62.6 COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE ADJACENT " 47' Hamb 8 8 8 8 8 8 Sill C4+2 C4+2 C5+3 05+3 C4+2 C4+2 C5+2 C5+2 C4+2 C4+2 G5+2 C5+2 C4+2 C4+2 C4+2 04+2 Jamb amDIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 8 8 8 8 B P-hook 8+7 79.2/_79.2 +783.31-73.3 t66/-66 +581••58 7+e 7+9 7+8 7 7+g 7+88 7+88 7+8B 7+88 79+8 7+8 7+8 7+8 7+8 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND Derr rtPrassme +79, EMBEDMENT INFORMATION. 80 W. Head/Sill 04+3 C4+3 C6+3 C5+3 C4+3 C4+3 C5+3 0543 04+2 C4+2 C5+3 C5+3 C4+2 C4+2 C4+2 C4+2 DLO Jamb aB 8 8 8 8 8 8 8 8 8 8 8 8 8 8 P-hook 6+7 7+6 7+8 7+8 7+8 7+8 7+a 7+8 7+e 1 7+8 1 7+e 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 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),IAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED, DLO HEIGHT=DOOR UNIT HEIGHT-10.125" PRODWIr kFVIWD u cowpwat wtttr Or ps"Idr. PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" A f Engmlk-Due v ' THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 3,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. ay �- . Interlock P-hook Lockstile @ Jamb Straight Astragal Lockstlle @ 90'Astragal Lockstile @ 135'Astragal Lockstile @ Mkva7 a rrt Assembly Straight Astragal Assembly 90'Astragal Assembly 135'Astragal Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile HeavydutyStile Heavy-duty Stile Heavy-duty AstragalInsIde Outside Corner Outside Corner Corner ry Inside �' 114ttitl/r Inside Co Career C,, cede JNY LYNN 11/1�r'�� Part B61(Stile) Part#61(Stile) Part#61(x2) Part#61 Part#61 part 68(strag Part#61 Part 9118(Corner Part#119(Out.) Parts#31&#32 Part#61 s¢ Part#68(Astragal) Receiver) par[#120(In.) (Corn.&Fxd Mount) _ No.50705 _ er• S1�ATEOF10 �1, r N. CHNOLO2OMmE 76 DPANDANCHORAOE %°FS,S F<oRtDs;.• �`�'� IGWV-Y Dab. F01fbi� tecr>aaao-tsod SERIES 670 ALUM.SGD-NON-IMPACT rrt jI?lVAI�E ` a". A.LYNN MILLER,P.E. SJR 02120114 tarn CERT.OFAV1M#29298 506670 NTS 8 d 22 PGTO128 P.E.#58705 NO FRAME "7+8"P-HOOK ANCHORAGE CONSISTS OF: SEE"C5"CLUSTER SEE JAMB (7)P-HOOK ANCHORS, MAX.UNIT WIDTH DETAILS,SHEET 10 SEE"C5"CLUSTER SEE"C5"CLUSTER DETAILS, FOR ASTRAGAL SPLICE REQUIRED @ (PERPENDICULAR TO GLASS DETAILS,SHEET 10 FOR REQUIRES"C6" SHEET 10 FOR INTERLOCK 24"MAX.O.C. EXTERIOR PLANE SEE TABLE 2,SHEET 7 CLUSTER,SEE NOTE, ) INTERLOCK --r POCKETS DETAILS,SHEET 11 �r THIS AND 60"NOM. / iR� SHEET SEE POCKET (8)P-HOOK -------_ PANEL WIDTH / " `z x T^x 6•MAX. JAMB MOUNTING x x x x x �x xxr✓✓ x ! INSTALLATION, ADAPTER I 6 Mme' Y^ x _x x •x1 x �I THIS SHEET ANCHORS MIDWAY i 1 II "MAXAM X. c &SHEET 14 BETWEEN P-HOOK i ®' 6f 4 PAIRS OF ANCHORS&AT 3" t R ANCHORS `1 FROM TOP& i ®i 16� x ANCHORS 96" x 21 MAX. (TOTAL 8 ) BOTTOM o 14 o NIT ANCHORS MAX.O.C.' j HEIGHT O'C' PER JAMB 4.051" 8"MAX.TO OPENING $ 0 1a•MAX.D.C. ()®=P-HOOK 1 (SEE JAMB EDGE OF POCKET SEE i f O ANCHORS x DETAIL INSTALLATION ion I®I I°I Z BELOW) DETAIL S'Jc'&'Kc', I m m o=P-HOOK END PANEL SHEET 14&P ART I ¢ ®� II i A MOUNTING ANCHORAGE DETAILS'J'&'K', i $ !° 3•MAX. ADAPTER x 24"MAX. (2 ANCHORS) SHEET 19F i$ '--4�1�1 I ANCHORS g O.C. P HOOK ---- 6 MAX. [P . =^ � x2� � 'ur z�!( 1 "+2" ANCHORS xs,_ Gm iV",i<;m-�•—,.z_—•-s rir._x` x`v�"• s +"�' -'t �•'fCw�� END PANEL J_ ANCHORAGE END PANEL •�x�,s +.+�,mzs:ic.. x x 6•MAX. ANCHORAGE(SEE ANCHORAGE I i-•x" xsx_�� •+2' "+2• SKETCH BELOW) (SEE SKETCH BELOW) �. 42• •+2" ANCHORAGE +2" ANCHORAGE CENTERLINE 8'MAX.,TYP. ANCHORAGE ANCHORAGE ANCHORAGE OF PANEL 1 2.04" 24"MAX. I EXAMPLE:5-PANEL 2 TRACK 90"OUTSIDE CORNER-pXWXO-EXT MOUNT POCKET ANCHORAGE PLAN: D.C. 60"x 96"NOM.PANELS,ANCHOR GROUP 3 IN CONCRETE SUBSTRATE(SEE TABLE 2,SHEET 7) 6" SPLICE NOTE: ANCHORAGE EXAMPLE NOTES: ANCHORS MAY BE ADDED 1)APPROVED ANCHORS:SEE TABLE A,SHEET 1 AS NEEDED TO ALIGN THE F 2)ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1 3,SHEETS 6 8: EXT HEAD OR SILL IF A SPLICE 60" CENTERLINE OF HEAD&SILL:8"MAX.FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM 41" OCCURS AT THE P-HOOK. NOM. • INTERLOCK APPROPRIATE TABLES,SHEETS 6.8 AT EACH INTERLOCK AND STRAIGHT AND CORNER MAX. PANEL SEE"C5"CLUSTER ASTRAGAL LOCATION,PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE O.C. WIDTH DETAILS,SHEET 10 ANCHORS PER PANEL. ADDITIONAL ANCHORS 24"O.C.MAXIMUM. o.ccaussYFtUDUC1 kF'YiJED FOR INTERLOCK ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY 5.64" uWA@ xitM"m node. ^+2"ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR Roiding cods A—pl—no 3.5" 6"MAX. REQUIRED AS PER THE FIGURE AT RIGHT: O12 l CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT e.pinrloo aR-t a,n�ni£o uonu¢ CENTERLINE JAMBS&P-HOOKS:6"MAX.FROM BOTTOM,21"MAX.ANCHOR PAIR O.C.(JAMBS),14"MAX.ANCHOR OF PANEL 2 O.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8. SEE �—&TRACK 6wu1 Prod.ssC FRAME JAMB P-HOOK ANCHOR DETAILS ON SHEET 14. ANCHOR PAIR REQUIRES "+2"ANCHORAGE SEE"C5"CLUSTER CENTERLINE END PANEL CENTERLINE C6"CLUSTER,SEE DETAILS,SHEET 10 �p ANCHORAGE • I ZDETAILS,SHEET 11 [--OF FOR ASTRAGAL I F (2 ANCHORS) 8^ INTERLOCK ASTRAGAL 4.051" I 3.5" I MAX. • ' • \�� NY LYNN • � • • � ,`�,0,.... ..• /�� ice/ ' % _, ' I ' ' `�T� ..• ��CENSF'.,cop a - _ n CENTERLINE CENTERLINE CENTERLINE x No.58705 EXTERIOR V "+2"ANCHORAGE "+2"ANCHORAGE �OFPANEL 5 i Gt 7' OF PANEL 3 OF PANEL 4 ZI SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS ;P 113 O 4s ' aawaer•: Hers rse,tswu: O Sl"ATE OF <[/� 1070 N.VENlCE,FL3026DANE ANCHORAGE SPACING&EXAMPLEPLANS %'"�`C.,�coRtoP.••'�� s 1-6EO/14tE I9a1}alsao SERIES 670 ALUM.SGD-NON-IMPAC T iSIONAL.f sswueaa _N ui^ sne.t u.•fow R•,' A.LYNN IAILL�R,P.E. V^ fo " m� R ® So.) NTS 9 s 22 PQT0128 P.E.X 58705 JR CER!OFAUTH.X29296 ' ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6"DIAG. 2.04" INTERLOCK-�IF NEEDED INTERLOCK—, CONDITION,USE INTERLOCK'I—IF NEEDED 2.04" CENTERLINE I CENTERLINE "C6"CLUSTER DETAIL) CENTERLINE 1.75" EXT_ eRIOR 6"DIAG. *3.5" 7„ 7„1.75" 3.5"W7" 3.5' 21"Mme' O.C. EXTERIOR 4" 2.04" 4" 25.64" MAXAG. O.C. EXTERIOR 7" EXTERIOR 2-TRACK FRAME HEADISILL ,f1 6"MAX. 2-TRACK FRAME HEAD/SILL v 2-TRACK FRAME HEAD/SILL ff5.64" (a)ASTRAGAL OR INTERLOCK Ca)ASTRAGAL OR INTERLOCK Ca)ASTRAGAL OR INTERLOCK2-TRACK (USE (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5") ANCHORS ARE REQUIRED,"C6") ANCHOR PAIR 6"MAX. 4-TRACK ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6"DIAG. FRAME JAMB INTERLOCK-�IF NEEDED INTERLOCK CONDITION,USE INTERLOCK--f—IF NEEDED2'04" EXTERIOR ANCHOR PAIR CENTERLINE I CENTERLINE I "C6"CLUSTER DETAIL) CENTERLINE 3 5" 3.5" —►3.5" 7„ ANCHORS MAYBE INSTALLED 21" EITHER IN THE EXT.OR INT. a2.04" 14"DIAG. MAX. TRACK(INT.SHOWN) 4.08" 4.08° O.C. 1 2.04" 5.64" NOTES: 1.ALL DIMENSIONS SHOWN EXTERIOR 7" EXTfE1RIIOR 7" 4"DIAL. EXTEERIOR 3.5" 3.5" ARE BASED ON MIN. 0 3-TRACK FRAME HEAD/SILL v 3-TRACK FRAME HEAD/SILL v 3-TRACK FRAME HEAD/SILL 6 M ALLOWED. Ca)ASTRAGAL OR INTERLOCK Coil ASTRAGAL OR INTERLOCK Coil ASTRAGAL OR INTERLOCK 2.FOR HEAD OR SILL SPLICE (USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 6 CLUSTER I 3-TRA(K FRAME JAMB LOCATIONS/ANCHORAGE AT ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5") ANCHORS ARE REQUIRED,"C6") ANCHOR PAIR P-HOOK SEE SHEET 9. (FOR SPLICE FOR SPLICED kl ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR ASTRAGAL OR CONDITIONS ONLY: h th, INTERLOCK-[—IF NEEDED INTERLOCK (FOR SPLICE INTERLOCK CONDITION,DO NOT ° whrhe FIarIQe CONDITION,USE USE THIS DETAIL) SPLICE LOCATION A �e s CENTERLINE I CENTERLINE I CENTERLINE IFNEEDED "CLUSTER DETAIL) CednHe 1 pate 1.75" "C63.5" 3.5„ 3.5" —� 3.5" e4reru, vroawrc 2.04" 4"DIAG. 2.04" 4"DIAG. 2.04" 2.04" 6.37_"_DIAG. 4"DIAG. 4.08" 2.04" II1111111/II7 4"DIAD. 1 EXTERIOR EXTERIOR f— 7"' EXTERIOR 4-TRACK FRAME HEAD/SILL EERIOR 7" 3.5 �� IGEN V SF'•.•(�,fl �% 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL V Q = J'T' Cal.ASTRAGAL OR INTERLOCK CCD ASTRAGAL OR INTERLOCK Ca)ASTRAGAL OR INTERLOCK No.58705 _ (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5") WITH&WITHOUT SPLICE CONDITION (r 3" I p is ;:Ijy1 R-sdey. mm: Rn ' �,,, %()� TATE OF ;'`N!(7`' f070TECHNO1ooY0RNE ANCHORAGE,EXAMPLE CLUSTERS C� CORIOP. \ R_ mm: Rnes N.VENICE,FL34275 >m '`�S/ONA� m /wi>-0eaisoo SERIES 670 ALUM.SGD-NON-IMPACT ''III 111,1111 58705 pwney mm: thaoa mm: sMrnuat — &' °"" - R.r. A.LYNN MILLER,P.E. JR 07!10/14 CERT:OFAUTH.p18288 lky. SGDB70 NTS �� °'22 P.E PGT0128 .q 2.04" 2.04" INTERIOR 2.04" INTERIOR 2.04" NOTES: INTERIOR INTERIOR 7" 1.ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ?4'DIAG. 4"DIAG. 8.94" ALLOWED. 6.12" 6.12" 3 5„ 3'S" 2.DETAILS DEPICT ANCHOR INTERIOR INTERIOR 7 INTERIO INTERIOR 1 o QUANTITY AND SPACING, 90° 3. " 90° 3. 1 ° EXTERIOR AND WOULD BE IDENTICAL EXTERIOR EXTERIOR 4" AG. 4"DIAG. FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. 3.5" 4„ 3.5" 4" 3.5" g 5„ 4" EXTERIOR „+1„ANCHOR 2.04” EXTERIOR 2 04" �- 7" 2.04" EXTERIOR 4° 2.04 7" 8.94" EXTERIOR 90°CORNER 90°CORNER 135°CORNER 135°CORNER 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL CENTERLINE I1l�--- (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER I OFPANEL ANCHORS ARE REQUIRED,"C4" ANCHORS ARE REQUIRED,"C6') ANCHORS ARE REQUIRED,"C4') ANCHORS ARE REQUIRED,"C6") 4.OB" •+2"ANCHOR INTERIOR EXTERIOR *G. ^+1^ANCHOR 2,04" 4" 4"DIAG. INTERIOR 3.5' INTE 90° 7" CENTERLINE EXTERIOR �OF PANEL "+3"ANCHOR 4.08" 4.08" 5!7' AG. CENTERLINE 2,04"4OF PANEL 4"DIAG. 4EXTERIOR EXTERIORERIOR QN "+2"ANCHOR3.5TERIOR ' 7" 90°CORNER 135°CORNER n VIEWS CENTERLINE HEAD/SI 3-TRACK FRAME LL 3-TRACK FRAME HEAD/SILL V I OF PANEL ("C6"ANCHOR CLUSTER REQUIRED ("C6"ANCHOR CLUSTER REQUIRED 2-TRACK FRAME HEAD/SILL AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4"DIAG. INTERMEDIATE ANCHOR LAYOUT INTERIOR 6.12INTERIOR 2.04" 14WDUCI'I(&VIb.E0 u complying r10 ILe Florid. 2.04" 12.. 3.5" D.wImc t. 4,. EXTERIOR INTERIOR 5.88" CENTERLINE Acccpi.—No -O[L •Il OF PANEL C4-imfi"Dym p. ` INTERIOR 90" 4" 3.5" 135° .04° "+3"ANCHOR Nrxrl �s D A 7" 6.12" 4"DIAG. 6.12" G 3.5" 4.08° 7" EXTERIOR ``�tt1111111 X177 2.04" 4" 4"DIAG. 3.5" 3.5" EXTERIOR 7" EXTERIOR 4" CENTERLINE �'�,••' 2.04" �—OFPANEL Q.•' t�c[NSF'•.F� 90°CORNER 135°CORNER 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL _ No.58705 '} ("CB'ANCHOR CLUSTER REQUIRED ( "ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT C8 AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) -TRACK SIMILAR) '•, STATE O�- xawey. aem: Rmtao-m °00Ob0n' ' (� '•.;�,CORlop,R�B)l N11. RaH+6w' 1070 TECHNOLOGYORIVE ANCHORAGE,EXAMPLE CLUSTERS '%S�pl ' N.VENICE,FL 3Q17'5 ' ONA L ]-l-Z�11EV14 R„m: 1+41}80-16WSERIES 670 ALUM.SGD-NON-IMPACT — — A.LYNN MILLER,P.E. O101t0 CERT.OFALRH.p20206SODA70 NTS 11 d 22 PGTO128 P.E.p 58705 JR INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 4EDGE MBEDMENT:SEE TABLE A,SHEET 1 MIN.OF 3 THREADS BEYOND EDGE DISTANCE: EDGE DISTANCE: DISTANCE: THE METAL SUBSTRATE SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 2-1/16"' FT2-1116"' 2-1/16"' NOTES: EXTERIOR 1/4" 1/4" 1/4' 1.ALL DIMENSIONS MAX. MAX. MAX. SHOWN ARE BASED o SHIM EXTERIOR r S M EXTERIOSHIM ON MIN.ALLOWED. �] 2.METAL OR WOOD EMBEDMENT: T } r SUBSTRATES MAY BE SEE TABLE A, J I USED FOR ALL FRAME SHEET 1 TYPES PER TABLE A, 2X WOOD WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., METAL TYP., SMS ANCHOR TYP., SHEET 1. TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR SEE ANCHOR NOTES 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 ' Aw WOOD INSTALLATION Bw WOOD INSTALLATION METAL INSTALLATION MIN 4"(HEAD&SILL) OR 6"(JAMB)SEE WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS,SHEETS 10&11. SEE ANCHORIEE�ll TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR &TABLE A, NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 4,SHEET 1 SEE ANCHOR ANCHOR ANCHOR MIN.OF 3 THREADS BEYOND NOTE 5,SHEET NOTE 5,- 1 NOTE 5, THE METAL SUBSTRATE SHEET11(1/4"MAX.) (1 4 MAX) ,,,: .::.; :,". ::rr,<. >.. ,,..n:. 1 (114"MAX.) ::•:_..:,,. ..,r,- T :,,va•, 1 EXTERIOR I EXTERIOR EXTERIOR EMBEDMENT:SEE TABLE A,SHEET 2-1/16"• 2-1/16"' <3 6..• EDGE DISTANCE: 1 EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A.SHEET 1 E SILL Dw WOOD INSTALLATION LA ION EME Sil w WOOD INS,3-TRACK TALLATIONME SILL Fw METAL INSTALLATION EMBEDMENT:SEE TABLE A,SHEET 1 FEDGE DISTANCE: EMBEDMENT:SEE SEE TABLE A, raunucrkivIsFu TABLE A,SHEET 1 ►I SHEET 1 "co..pi*8.Ifh 1b,iIM& t E DISTANCE: � c°dt EMBEDMENT:SEE E TABLE A, METAL TYP., L TABLE A,SHEET 1 � SHEET 1 SEE ANCHOR 2X WOOD EDGE DISTANCE: y�yy00D NOTE 4,SHEET 1 TYP.,SEE ANCHOR SEE TABLE A, TYP.,SEE ANCHOR / NOTE 3,SHEET 1 SHEET 1 NOTE 3,SHEET 1 2-1/16"' SMS ANCHOR TYP., 2-1/16"' SEE ANCHOR NOTES WOOD ANCHOR TYP., 6"• &TABLE A,SHEET 1 MIN.OF 3 SEE ANCHOR NOTES WOOD ANCHOR TYP., THREADS &TABLE A,SHEET 1 SEE ANCHOR NOTES BEYOND THE EXTERIOR Q &TABLE A,SHEET 1 EXTERIOR METAL `\N EXTERIOR J SUBSTRATE �> V�CENS�•' 1/4"MAX.SHIM �— 1/4"MAX.SHIM --I I� 15 P ' 1/4"MAX.SHIM - 58705 2-TRACK FRAME JAMB 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB WOOD INSTALLATION \,Hw WOOD INSTALLATION Iw METAL INSTALLATION = •, I/j` RonEBy. Pok: ftst,bn• �^° , •• Q' STATE Of /1 . �� ft 1070 M, N01011YORNE ANCHORAGE DETAILS 'i��'••,F10RIOP,.•• \�,� N.VEMCE,FL 34275 ' i S Cj .,a-y P.� ft.Hsbm SERIES 670 ALUM.SGD-NON-IMPACT leelyaao•rcoP c"wcs e� cme A. NN n1410k.\d.E. JR CERT.OFAVTN.W#29M SODA70 NTS 12 d 22 PGTO128 P.EN 58705 01/20/14 INSTALLATION DETAILS — EMBEDMENT:SEE TABLE A,SHEET 1 — EMBEDMENT:SEE TABLE A,SHEET 1 NOTES* CONCRETE EDGE DISTANCE:SEE EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS PER TABLE TABLE A,SHEET I CONCRETE SEE TABLE A,SHEET I CONCRETE_ r SEE TABLE A,SHEET I SHOWN ARE BASED A,SHEET l • PER TABLE ON MIN,ALLOWED. PER TABLE- A,SHEET 1 A,SHEET 1 DIAGONAL D.C.IS (HEAD&SILL) EXTERIOR • MIN4 A OR 6"(JAMB)SEE 1/4' DETAILS,SHEETS SEE TABLE A MAX, MAX. 0&11 EMBEDMENT: 1/4' EXTERIO EXTERIOR SHEET� SHIM SHIM PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED TIX CONCRETE ANCHOR TYP., WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP., WORNOTES& WOOD BUCK TYP.-SEE SEE ANCHOR NOTES& ANCHOR NOTE 3 SHEE jA5JF,"bEF-T.I ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET I ANCHOR NOTE 3,SHEET I TABLE A,SHEET I 21TRAS-R'A 3-TRACK FRAME HEAD 16,�,4-TRACK FRAME HEAD AOT 2 go 6 i TRA K G 0'eE ONCRETEIINSTAff CONCRETE INSTALLATION NW CONCRETE INSTALLATION CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED V SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE TABLE A,SHEET I ANCHOR NOTE 3,SHEET I TABLE A,SHEET I ANCHOR NOTE 3,SHEET I TABLE A,SHEET I ANCHOR NOTE 3,SHEET I SEE ANCHOR SEE ANCHOR SEE ANCHOR NOTE 5,SHEET NOTE 5, NOTE 6 SHEET1 SHEET� 1(1/4'MAX.) SHEET(1/4'MAX) (J)PI AAAV I X EXTERIOR T EXTERIOR x- EXTERIOR CONCRETE 2-1/16"* 2-1/16"* PER TABLE EDGE DISTANCE: CONCRETE EDGE DISTANCE: —CONCRETE EDGE DISTANCE: A,SHEET I SEE TABLE A,SHEET I PER TABLE SEE TABLE A,SHEET I PER TABLE SEE TABLE A,SHEET I EMBEDMENT:SEE TABLE A,SHEET I A,SHEET A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET I EMBEDMENT:SEE TABLE A,SHEET I L 3-TRACK FRAME SILL Lfa4-TRACK FRAME SILL Ec CONCRETE INSTALLATION W CONCRETE INSTALLATION EMBEDMENT:SEE TABLE A,SHEET I EDGE DISTANCE: EMBEDMENT:SEE SEE TABLE A, TABLE A,SHEET I SHEET EDGE DISTANCE: PROPERLYSECURED EMBEDMENT:SEE SEE TABLE A, 1X WOOD BUCK TYP., TABLE A,SHEET I SHEET SEE ANCHOR NOTE 3, PROPERLY SECURED EDGE DISTANCE: Lj SHEETI i�l PROPERLY SECURED 1X WOOD BUCK TYP., SEE TABLE A, SHEET 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3 SEE ANCHOR NOTE 3, CONC./CMU ANCHOR 2-1116— SHEET I r7 TYP.,SEE ANCHOR CONC./CMU ANCHOR 2-1/16— NOTES&TABLE A, TYP.,SEE ANCHORCONC./CMU ANCHOR 2 1/18 SHEET CONCRETE t NOTES&TABLE A, fa� TYP.,SEE ANCHOR OR CMU tyttntnrl SHEET CONCRETE NOTES&TABLE A. EXTERIOR PER TABLE DO LYNN 4 1� 6N\l ........ EXTERIOR SHEET 1 CONCRETE .tCENs. OR CMU EXTERIOR A,SHEETI 114"MAX.SHIM PER TABLE OR CMU A,SHEET 1 1/4"MAX.SHIM 1-- PER TABLE z A,SHEETI 1/4"MAX.SHIM No.58705 B ifa 3-TRACK FRAME JAMB 6E�,4-TRACK FRAME JAMB 04W , EMOM 2413REMOMINTTAW01N \tg)CONCRETE/CMU INSTALLATION tc CONCRETE/CMU INSTALLATION lEor on RMSIbu• LOGYDRW ANCHORAGE DETAILS A FL 34275 -1Gz9T- 1/1, SERIES 670 ALUM,SGD-NON-IMPACT AL — -aiw—sr NR.,—azzn-y 0� anwt A.LYNN MILLER,KE, JR 02120114 CERT.0FAWN.02r2ga 8008711 NTS 1 13 -22 PGTO128 P.E.N55705 I CONFIG. EXAMPLES MAX.UNIT WIDTH MAX.UNIT WIDTH MAX. NOM.PANEL WIDTH HEADER DETAIL W, DLO TYP.PER TABLES 1-3 INTERIOR SHEET 18;INSTALLATION WIDTH DETAILS'Aw'&'Ac',� EXTERIOR SHEETS 12&13 "1 90° PANEL 7PANELPANEL TYPE PANEL CORNER DETAIL'N2',TYPE OS• TYPE SHEET 19&CORNERK' ANCHORAGESHEET11NOM. . NIT MAX• PANEL / MAX. HEIGHT INTERLOCK DETAIL PANEL S WIDTH TYP. DLO PER M',SHEET 19 HEIGHTSEE PER HEIGHT TABLES EXTERIOR INTERIOR NOTE 2 TABLES 13 13 �., ,..� JAMB DETAIL'G3',SHEET X X 18;INSTALLATION DETAILS Gw'&'Gc',SHEETS 12&13 SILL DETAIL'D',SHEET 18;7 90° INSTALLATION DETAILS EXAMPLE:90°INSIDE CORNER,4 PANELS-XX/XX 'DW&Dc',SHEETS 12&13 SILICONE BY OTHERS DLO WIDTH=NOM.PANEL WIDTH-7" DLO HEIGHT=DOOR UNIT HEIGHT-10.125" PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" #8 X 1" #10 X 1-1/2" PH SMS PH SMS "ftm*Amw"*ef?o" A Etl,fnfba.Mb 'Ir c4at1 PANEL CORNER FRAME CORNER DETAIL DETAIL nn NOTES: `\�� r014Y LYNN 4/7�'�%� 1)SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE.SEE DP/ANCHOR TABLES,SHEETS 6-8 FOR MAX. C� •'' PANEL HEIGHT AND WIDTH.SEE SHEETS 18&19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. 2)(1)LOCK(ITEMS 75&107-110)AT EACH LOCKSTILE,LOCKING INTO KEEPER(ITEM 103)AT FRAME JAMB OR ASTRAGAL. NO.50705 = 3)PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES. Rovb9y mwRmYMs %O S TG O R +070 TECHHOLOGYDRIVEANCHORAGE DETAILS/EXAMPLEELEVATION ;c��,S,�<oRIOr•.,G�� K VENICE,FL 30775pff. k RIM— /941)4861800 SERIES 670 ALUM.SGD-NON-IMPACT �'��IONAL 6� orrmrer• w+o: awm MI.: T. s.wu..�e[ amr — w.7 wr. A.LYNI0I kL�12,P.E. JR 07/20/14 CEROFAUTH.1 296 -22 PGTO128 SOD-670 NTS 15 REA 58705 CONFIG. EXAMPLESINTERLOCK DETAIL I FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15 � "V,SHEET 19 OPERABLE JAMB DETAIL'G3',SHEET 18; ( -9'1---INSTALLATION DETAILS'Gw'&'Gc',SHEETS 12&13 IXED JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL'N,SHEET HEADER DETAIL'A',SHEET 18; DLO JAMB DETAIL'G3',SHEET INSTALLATION DETAILS'Av/&'Ac', 18;INSTALLATION DETAILS SHEET 18;INSTALLATION DETAILS'L1'& 18;INSTALLATION DETAILS WIDT DETAILS'GW&'Gc', L2,SHEET 19 'AH+&'Ac',SHEETS 12&113 SHEETS 12&13 TYP '�'GW&'Gc',SHEETS 12&13 SHEETS 12&1390° (- , EXTERIOR INTERIOR PANEL PANEL PANEL PANEL INTERLOCK DETAIL TYPE TYPE TYPE TYPE PANEL PANEL PANEL PANEL 'R' 'L' 'D' W TYPE TYPE TYPE TYPE M',SHEET 19 MAX. PAI CS' 'QS' K' MAX' 90°OUTSIDE CORNER NOM. UNIT DETAIL'N1',SHEET 19& PANEL HEIGHT SILL DETAIL NOM. HEIGHT CORNER ANCHORAGE WIDTH TYP. PER D',SHEET / WIDTH TYP.PANEL SEE TAB ES PER SHEET 11 MAX. PER SEE TABLES 1B. MAX. DLO NOTE 2, 1-3 DLO PER NOTE 2, 1-3 INTERIOR HEIGHT TABLES 1-3 SHEET 15 INSTALL HEIGHT TABLES 1-3 SHEET 15 DETAILS EXTERIOR Gj a 'Dw'&'Dc', ,--� �-, NOM.PANEL 0 X X X SHEETS 12 X a X WIDTH TYP. ( &13 , X X PER TABLES SILL DETAIL V,SHEET 18;-� MAX.UNIT WIDTH --� 1 3 SEE FRAME& MAX.UNIT WIDTH PANEL CORNER MAX.UNIT WIDTH CONSTRUCTION EXAMPLE:OXXX INSTALLATION DETAILS DETAILS SHEET 16 2-TRACK 'DW&'Dc',SHEETS 12&13 EXAMPLE'90°OUTSIDE CORNER-XXIXX(2-TRACK) JAMB DETAIL'11%SHEET 18; ASTRAGAL DETAILS'L1'& INTERLOCK DETAIL V,SHEET 19 INSTALLATION DETAILS 1W& 1 L2,SHEET 19_ INTERLOCK DETAIL'M',SHEET 19 'Ic',SHEETS 12&13� HEADER DETAIL / 1 'B',SHEET 18; JAMB DETAIL'H2',SHEET P-HOOK DETAIL'J&'K' 18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'Jw', INSTALLATION JAMB DETAIL'I2',SHEET 18;INSTALLATION 18;INSTALLATION DETAILS 'Hw'&'Hc',SHEETS 12&13 'Jc','KW&'Kc',SHEET 14 DETAILS'BW&'Bc', DETAILS'Ivt&'Ic',SHEETS 12&13 SHEETS 12&13 CW&'Cc',SHEETS 12&13 Imo- MAX.UNIT WIDTH -__ fes_ MAX.UNIT WIDTH -}I( '"wbmTkI vmFD C�Wr.1b �wN2 PANEL PANEL PANEL PANEL i PANEL PANEL PANEL PANEL I TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE i M' F' F' P' R' L' M' F MAX. ^ �� MAX.UNIT PANEL a a ! PANEL HE GNOM. NOM. IHT n PER WIDTH TYP. °d I I WIDTH TYP. PER TABLES MAX. /SEE PER i SEE MAX, PER TABLES 1-3 DLO NOTE 2, TABLES 1-3 a I OTE 2, DLO TABLES 1-3 1-3 HEIGHT SHEET 15 y i SHEET 15 HEIGHT ,� ��tutrrrr GJ x 0 i x X x 0 \�.��ON..•Y x N.. 41, O X X X �,. LJGENysF•.,�A) I A _ No.58705 '• EXAMPLE:OXXXp SILL DETAIL'S',SHEET 18; EXAMPLE:XXXO SILL DETAIL'F',SHEET 18; ; & (3-TRACK,RIGHT POCKET)TRACK,RIGHT POCKET) INSTALLATION DETAILS (4-TRACK,BY-PASS) INSTALLATION DETAILS =-D : (t EW&'EC',SHEETS 12&13 Fw' 'Fc',SHEETS 12&13 =JJ 3 p IS :•��\ Rmaer• aro: ne,xwc ate° %Un'•. STATE OF 4� F�wbu. 1070 TECNNOLODYDRNE EXAMPLE ELEVATIONS ;�S '••4ORIOI;..••'�C`�` as n.H.am N.VENICE,fL3C278 SERIES 670 ALUM.SGD-NON-IMPACT �'sinNAL,00 (941}480.1800 A.LYNN MILER•P.E. s.aswdt smx: swc wnaprx. r �'a'm' Giidio° mb. CERT.OFAUTH.#29M ® SOD-670 NTS 16 -22 P=128 P.E.tt 58705 JR 07120/!4 PANEL'S RIGHT STILE TYPE PANEL SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INT CORNER EXT CORNER EXT CORNER INT CORNER E%T CORNER INT CORNER EXT CORNER INTERLOCK INTERLOCK BOX OUT BOX IN 90 LOCKSTILE 90 LOCKSTILE 90 RECEIVER 90 RECEIVER 35 RECEIVER 36 RECEIVER STILE W/HANDLE BOX OUT BOX IN 90 RECEIVER TYPES OUT IN W/HANDLE W/HANDLE WI HANDLE W/HANDLE WI HANDLE MIHAND#LE18 #i18 W(HANDLE1 WI HAND#L3E1 #120 4119 #81 #1181 #6 #61 #61 SINGLE ERLO OUT � F PP K L TR TQ TC TA TV TW INTERLOCK SINGLE � B E P A �oC C. IC SQ SC SA SV SW INTERLOCK FIXED RR R S S FD FC FV FW STILE �J �� lBoxBp LOHANDLE D A/J W/HANDLE ��I� v OwxouO (BoxRO aASTRAGAL / p PANEL NOTES: BOXOUT LR W!HANDLE (B cm 1.SEE DP TABLES 1-3,SHEETS 6-8 FOR PANEL ASTRAGAL �►/ SIZES&DESIGN PRESSURE. W Box IN /V LEFT Q INTERIOR RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF J W!HANDLE (soxM PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS )— ASTRAGAL � T ( STILE �I,E%TERIOR STILE AND ARE NOT AVAILABLE. (n BOX OUT v �/ 3.90°ASTRAGALS TO USE HEAVY-DUTY STILES (soxov77 (BOXOU77 (#61),CORNER RECEIVER(#118)AND EITHER PANEL"E"SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND LL ASTRAGAL T U EXTERIOR(4119)OR INTERIOR(#120)CORNER Box IN APPLICABLE STILEIASTRAGAL REQUIREMENTS. ASTRAGALS. J (wxyo BOX M 4.135°ASTRAGALS TO USE HEAVY-DUTY STILES 901CORNER RT Cl 90 CORNER (#61)AND CORNER ADDON(#31). J W/HANDLE#120 232' w SILL RISERS OPTIONS 232" E0 L.S EE— QT QS Z 90 LOCKSTILE Q W/HANDLE#71g —�-I I-� 232' EXTERIOR EXT R •062' n- EXT CORNER#61 �� '232' EXTERIOR 1 I 90 RECEIVER / "T ! -S EXTERIOR (� •062' 4,055' W/HANDLE VVV VVV .062' Y' 3.305' itaFlWCT kxY{bcU #Ng 2.555' �raors�log M>tt��• INTCORNER tlst AT AS DF 1567Bootrolcoft .862' A��M.rall® °Z 90 RECEIVER W/HANDLE 118 6apin'lora EXTCORNER18 ^F SILL RISER,FLAT' @)SILL RISER,FLAT OSILL RISER,FLAT OSILL RISER,FLAT 90 RECEIVER•1- ' l/ 16•FLUSH,1-112" 20 LOW.2-112" MEDIUM.3-1/4" 24 HIGH.4" Mtn UrAe EXTCORNER ZR?1 —►I .750' �I I~ '750' 135 RECEIVER VT V S VF ERIOR EXTERIOR W1 HANDLE •750' EXTERIOR � .062" INTCORNER #311 EXTEXTERIOR r 062" 4.055' 35 RECEIVER WT .V Y S {/{7F a I '906' a .082" W/ #g�j/� 2.555' 3.305' HANDLE .062' 1.567' � 77l \�� ONY LYNN OCENSF'l�lcp SILL RISER,BOX* SILL RISER,BOX SILL RISER,BOX SILL RISER,BOX 19' FLUSH,1-1/2" 21 LOW,2-112" 23 MEDIUM,3-1/4" O HIGH,4" No.50705 't NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6-8 RaKOBy. onb: Ra ht- f'' 2` %)30 ' STATE OF S ! R Dara RnSsbnr 1070TECHNOLOGYDRNE PANEL TYPES : �'•..'4ORIDI;..•' \��.� N.VEWCE,FL 34276ss1 •.••• `,C7`� R By. Daa• R.r(sbn (941}4841000 SERIES 670 ALUM.SGD-NON-IMPACT �,,ONAL. * eaw &_ °vibk` ROY A.L'Ah'MILLEk,V.E. on»n By. Wb. load oah. CERT.OF AUTH.A'1B2B0 SGOa70 NTS 17 d 22 PGT0128 P.E.#58705 JR 02120114 ASSEMBLY DETAILS 106 FULL PANEL JAMB LENGTH (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 60 OR 81 105 LOCK PART "'517 JP6 FULL LENGTH 14 75 a 107-110 6OR 61 165GtOR 81 2-TRACK JAMB2-TRACK JAMB (SHOWN 5 SEE DETAIL G1 CLIP#105 WITH FOR FIXED OPERABLE PANEL CLIP LOCK PART ULL W/RETAINER#106 ) 80 768107-11(SHOWN WITH PANEL SEE DETAIL G2 FIXED PANEL TO nEXTERIOR103 113 LOC PART 103 FOR FIXED sooRst THE INTERIOR) N/ PANEL CLIP 6 103 EXTERIOR 14 16 5 112 1g 17 123 FULL LENGTH 40 G4 fi0 OR 67 #10 X 314' OF JAMB EXTERIOR 2-TRACK JAMB 2-TRACK JAMB EXTERIOR EXTERIOR EXTERIOR SMS,X 3 CLIP#80 OR#105 51 62 W/SCREEN ID 6"LONG W/RETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB Ge 80 (SHOWN WITH H1 (SHOWN WITH H2 (SHOWN WITH liIN (SHOWN WITH 12 (SHOWN WITH MIDSPAN FIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL) cl 60 OR 61 THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR) ��DEXTERIOR EXTERIOR LJ 112 1 3 4 45 6 113 6 113 th 6 52 51 69 EXTERIOR 69 EXTERIOR 69 EXTERIOR 53 a a a SHOWN WITH � WREEN 3-TRACK 4-TRACK MAX.UNIT u T w OPT.SCREEN FRAME HEAD FRAME HEAD FRAME HEAD HEIGHT PER ft ptwith the FlnrlM TRACK TABLES 1-3 dwscode EONik -p /\\` 53 69 &&, 69 EXTEXTERIOR 52 51 72 OR 73 46 11113 1D 46 47 p 8EXTERIOR 112 5 1111111(r Ir 5 2-TRACK W/SCREEN E 3-TRACK 6E &TRACK FRAME SILL FRAME SILL FRAME SILL No.58705 ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES 13,SHEETS 6-8 FOR DP(PSF)ASSOCIATED WITH STILE. �J (cam RerelBy. her RIM— hra(ptM �n�'•, STATE O� lV�: fOIOTECHNOLOGYGRNE VERTICAL SECTION DETAILS ;6��,'••F<oRlu�..,•,•`'.��1; R pin' Re,efmr N. ,FL 31776 'oN'Al- VENICEItl+' VENICE, F0 SERIES 670 ALUM.SGD-NON-IMPACT aanney:aro: v.e:.a aro: ® mob°{ a"�`°ro' R" A.LYNN MILLER,P.E. Jl7 07/10/14 CERT.OFAUTH#29296 SG13670 NTS 119 d 22 POT012B P.E.#58705 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) INTERIOR 5 81 113 ,18 28 *EXTERI.R 7 ,13 27 63 Y61i60 OR 61 62 111 63 60OR61 65 2914120 65 5EXTERIOR 111 82 ID 90' EXTERIOR P-HOOK FOR FLAT SILLS P-HOOK FOR BOX SILLS EXTERIOR INTERIOR EXTERIOR ®j (EXT.OR INT.MOUNT) ®K EXT.MOUNT ONLY a a INTERIOR 00° LOCK PART 60 OR 61 103 LOCK PART 103 LOCK PART 75&107-,1 76&107-1 0 75&167-11 61 5 ®INTERLOCK M 14 tt3 60 60 61 61 118 5 EXTERIOR 173 EXTERIOR 113 71 103 515EXTERIOR 7 67 68 L1 WITH STANDARD STILES#60 L2 WSTANDARD ASTRAGAL#67 ITH VY-DUTY ASTRAGAL#88 NCORNER ER H H AVY--DUTY STILES#61 , 2-TRACK SHOWN 2 TRACK SHOWN 'ITEM SH#61(HEAVY-DUTY STILE)SHOWN,ITEM#60 EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOW (STANDARD STILE)ALSO (BOX-OUT)MAY ALSO BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED APPLICABLE,SEE TABLES TOWARDS INTERIOR(BOX-IN) TOWARDS INTERIOR(BOX-IN) 1-3,SHEETS 6-8 FOR DP (PSF)ASSOCIATED WITH 4 INTERIOR 31 STILES. LOCK PART '---?W-90h ODUCT IO VLlfU 4 75&107-11 rowy17,Q wNM�Fe Flnfid. INTERIOR 135° 5 6 6A .Nu – Z_ f ly 4r? ! 4 INTERIOR FAPLro"Dat, 7 11 135° 74 5 61 32 103 61 32 EXTERIOR 81 11 5 ��// \11111!1 768 io 110 31 103 61 EXTERIOR 14 7 IYNA135°INSIDE CORNER cENs1.M/<e4' 02 2-TRACK SHOWN P; �\ F 135°OUTSIDE CORNER ;r No.58705 o, 2-TRACKSHOWN 3' Rms48r MWRM+bn' owv{Naw. ��'•. STATE O'S,.' R.N . 1070TECHNOLOGYDRNEpff. HORIZONTAL SECTION DETAILS,CORNERS '-,�� (ORIOwowpF ow N.VENICE,FL 94276na R N.V VENICE. SERIES 670 ALUM.SGD-NON-IMPACT(94f7j/�IP1Al11\ ` —1.r.. D.W 'l 0 wro: 6e~' suv a 1 —ft- Rar A.LYN�MILER,P.E. JR OZ20/14 CERT.OFAUTH.#29296 soD s7o NTS 19 d 22 PGT0128 P.E.a 56765 Item PGT pGT# Description Item PGT PGT# Description NOTES: # Dw .# P # Dw .# 1)ALL ALUMINUM=6083-TB 1 17300 617306 2-TRACK HEAD 56 QUANEXRRUSEAL DURASEAL SPACER(COMPOSITE 84-99, 2 17303 617303 2-TRACK HEAD WITH SCREEN RAIL SEALANTIDESSICANT) 2)ITEMS#REN T USED D AND ARE 3 17309 617309 3-TRACK HEAD 60 17325 617325 PANEL STILE 121&122 ARE NOT USED AND ARE 4 17312 617312 4-TRACK HEAD 61 17326 617328 PANEL STILE(HEAVY DUTY) NOT PART OF THIS APPROVAL. 5 17314 617314 FRAME SCREW COVER 62 17327 617327 INTERLOCK ADAPTOR 3)USE OF#12 OR#13 REQUIRES 6 17317 617317 FRAME HEAD/JAMB SCREEN ADD-ON 63 1225 8TP248 VINYL BULB WSTP.-THIN QNSIDE INTERLOCK) MIN.#10 SMS OR 3/16"MASONRY 7 17304 617304 2-TRACK SILL 64 1729 71729 SILL END WEATHERSTRIP PAD ANCHORS @ 24"MAX.O.C. 8 J 17301 817301 2-TRACK SILL WITH SCREEN RAIL 85 17320 817328 INTERLOCK SCREW COVER 9 17307 617307 3-TRACK SILL 67 17329 617329 ASTRAGAL 10 17310 617310 4-TRACK SILL Be 17339 617339 HEAVY DUTY ASTRAGAL 11 17313 017313 FRAME SILL TRACK INSERT 69 17324 617324 TOP&BOTTOM RAIL 12 17315 817315 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 70 17350 417350 WEATHERSTRIP EXTENSION(INJECTION MOLDED) 13 17316 817310 FRAME SILL SCREEN END ADD-ON(SEE NOTE 3) 71 1695 71695 1-112'X 1'X314'HIGH FW SEAL DUST PLUGS 14 17305 617305 2-TRACK JAMB 72 8153 78163X TANDEM ST.STL.ROLLER ASSY. 15 17302 817302 2-TRACK JAMB WITH SCREEN RAIL 73 8153 78153N TANDEM NYLON ROLLER ASSY. 16 17308 017308 3-TRACK JAMB 74 SILICONE DOW-899,DOW-995 OR GE-7700 17 17311 617311 4-TRACK JAMB 75 BIBS 78185X GEMINI MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE 10 17322 617322 SILL RISER-FLAT,FLUSH,1-1/2' 78 71032XIFPFX #10.32 X 1'FL.Be SCREW WI TYPE"F'11P 19 17319 817319 SILL RISER•BOX FLUSH,1-112' 77 7103239 1032 STEEL ONG U-NUT 20 17321 617321 SILL RISER-FLAT,LOW,2-112' 70 17358 617358 3116&1/4'BEAD 21 17310 617316 SILL RISER-BOX LOW,2-112' 79 17357 817357 1'IG BEAD 22 17355 617355 SILL RISER-FLAT,MEDIUM,3-114` 80 17359 617359 7/16'BEAD/FIXED PANEL CLIP 23 17354 617354 SILL RISER-BOX,MEDIUM,3.114' 02 1224 6TP247K VINYL BULB WEATHERSTRIP 24 17323 617323 SILL RISER-FLAT,HIGH,4- B3 61745 1745 LOWE INC,112'X IRS'SOL.SIDE ADH.TAPE,POLYETH. 25 17320 617320 SILL RISER-80X HIGH,4- 100 8052 48052 ROLLER ADJ.HOLE PLUG 26 17333 617333 POCKET P-HOOK 101 72087 JAMB BUMPER 27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 102 1696 71696 DUSTPLUG 28 17334 617334 POCKET P-HOOK MOUNT 103 8186 78186X 1'KEEPER 29 17335 617335 P-HOOK COVER 104 653 78DKEEP SCREEN LOCK KEEPER 30 17348 617348 POCKET P-HOOK FOR BOX RISER 105 17344 617344 FIXED PANEL CLIP-6'LONG 31 17376 617376 135 CORNER 106 17352 617352 FIXED PANEL RETAINER-9/16" 32 17370 617378 135 FIXED MOUNT 107 1739 71739 HANDLE KIT-INTERIOR RAISED WITH THUMB TURN,USED WITH#75 ITEMS 40-53 ARE SCREEN PARTS: 108 1740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE,USED WITH 075 40 4319 612258 SCREEN SIDE RAIL-LOCKSTILE 109F. 1731 78162SN HANDLE KIT-RECESSED INT.WITH THUMB TURN,USED WITH#75 r%0HVCT ki V iSED 41 TLOCKWGSK SCREENLOCKSET 110 1732 78178 HANDLE KIT-RECESSED EXTERIOR PULL,USED WITH 075 r•e pWAI,wIM Ike Florid, 42 41818 SCREEN KEEPER SPACER SET 111 710X34PPSDAX#10X3/4'PH.PN.TEK-S.S. Bu�SCde ice, „171 if 43 8152 68152 SCREEN INTERLOCK ADAPTER 112 1235 67S18 WSTP,.270 X.170-FIN SEAL 6p�Maibo D�k �Z.Vr 44 4428 84428 SCREEN DOUBLE INTEFLLOCK 113 1712 64066 .187'X.230'FINBEAL I ^ 45 4317 812258 SCREEN TOP RAIL 114 710X115PPX #10 X 1-112' l u 40 4318 812257 SCREEN BOTTOM RAIL 115 710XPPT 910 X 1` RvOIM 47 688 7SRAZ STANDARD ROLLER 116 720XIX #14.20 X 1'S.S. 48 668 7SRAX STANDARD ROLLER-ST.STL. 117 720XI 12X 04.20 X 1-1/2'S.S. 49 4344 64344 SCREEN ASTRAGAL 118 1 17336 617336 90 DEGREE CORNER RECEIVER 50 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 110 17337 617337 90 DEGREE OUTSIDE CORNER ASTRAGAL 51 1892 61692 SCREEN SPLINE-.165 12017338 6117338 90 DEGREE INSIDE CORNER ASTRAGAL 52 1694 61694 SCREEN SPLINE-.150' 123 17352 617352 IFIXED PANEL RETAINER,718' 53 61616C20 SCREEN CLOTH `,` �ONY.LYHN qIle(/-/, Sq 1725 112'X4'X1/16'BET.BLOCK,NEOPRENE 85+/5 F,•' �,IGENSF'•.,c�,p 55 1728 1'X4'X 1/18'SET.BLOCK,NEOPRENE 55+1.5 ;' _ N0.58705 Tr -v I 1 41,, R �: crac Rn +c e,•,�„ %U STATE OF 1070 TECRNOLOGYDRB,E PARTS LIST ''•.F<oa1oP..•' ��.` D.� N.14:N80-1 0 34275 SERIES 670 ALUM.SGD-NON-IMPACT ,�()Nn1,Fr1�' (e�t}g0ats00 t I I unmet• Dm: cn,sna am: errlaflil,[ — &" u..Inw e"r. A.LYNN MILER,P.E. JR 0T,20H4 CERT.OFAUTH.#29290 Ry. SOD-670 NTS 20 a 22 FaT0129 P.E.#58705 5.069" 8.562" �j 1.36" 1.36" - • 0.080" r- T 1.505" I_11 1.211' A 0.081° 1.019" 0.062' 0.081" 0.081" -► 1O2-TRACK HEAD 84-TRACK SILL SCREEN (6063-T6 AL) (6063-T6AL) 40 STILE 6A98" (6063-T6AL) 6.198" 6.526" 5.069" 0.080" � 1.045" 12+1" 5" 0.062" LAW 0.081" O2-TRACK HEAD W/SCREEN TRACK O9 3-TRACK SILL 14 2-TRACK JAMB 45 TOP RAIL 7.105" 8,221" SCREEN (6063-T6 AL) (6063-T6 AL) (6063-76 AL) (6063-T6 AL) 2-TRACK JAMB W! 15 SCREEN TRACK �I 0-080" (6063-T6AL) 1-36" 1.21 1" 1.505" � 1- 0.675" -11.36'lm___i -11.993 " 0.081" O3 3-TRACK HEAD eO2-TRACK SILL W/SCREEN TRACK L w 0.062" 0 (6063-T6 AL) (6063-T6 AL) .081" SCREEN 45 BOTTOM RAIL 9.142" 6063-T6AL) 4.49" 0.081° ( � 0.080" '211„ 1.505" 7.105" -� j Hwoucr lsavetr�u J 0�tocn( w}tA IFc FMrlb 0.081" 9.141" BoS0lyCode 4O4-TRACK HEAD O7 2-TRACK SILL At" No 012 EtpSrcliao Dtle c� (6063-T6 AL) 0(6063-T6AL) -�- as1,�r oe8e et1 Couch 1.614" f� 0.060" 2" 0.5r�� 0.760" 1260" y 0.060" 1-516" � 1.9"90 _ OFRAME HEAD/JAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN \`��`DNY LYNN ADD-0N 12 ADD-0N 1a ENDADD-ON 16 3-TRACK JAMB ��.•'•'•.••'•'•CC (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) ,.• V\GENg� (p REQUIRES MIN-#10 SMS REQUIRES MIN.#10 SMS _ 't No.63705 OR 3/16"MASONRY OR 3/16"MASONRY 17 4-TRACK JAMB SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24"MAX.O.C. ANCHORS @ 24"MAX.O.C. (6063-T6 AL) _ ((-� ` - rttratur am: rte. o«"ta"� '�j•.• STATE t l'O - txrn R 1070 TECHNOLOGYORNE EXTRUSIONS �� FCQRIUP \��: N.VENfCE,FL 04275 iDa i s ••• "" =9.7�� (941)480-IWO SERIES 670 ALUM.SGD-NON-IMPACT ''/S��N�L G� l' On- rre.. A.INN�F�ILL� S !)7120114 mm. CERT.OFAUTN.p7H705 ® SOPA70 NT3 21 d 22 PG T0128 R.P.E. JR P.E.p58705 0.718" 0,83" 3.802" 2.304" 0.752" L 3.80T III t( 7 0.885" L7 0.574' 0.796" 1163' 0.062 f P-HOOK MOUNTING P-HOOK SCREW W -HOOK q - 0.062"0 0.08VH 06 .264"1 0.076" 0.062" 0.2W (D!SEC!&RME_ COVER STSRILALCK 0. p OP SADAPTOR SCOVER 080" n3o P HOOK FOR BOX RISER (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6AL) (6063-T6 AL) (6063-T6 AL) 4" .155" 2,30" A818r" 0.0801, - 1.739" '08 0.830' 0.062" 1.600 0.133" 0 0.062" -1 1.87 .080" 1.870* w .0161, 1,974. Y 11 " 2. 2.44" 3.125" 3.125' a 4-- INTERLOCK INTERLOCK Lo 0 135°CORNER 135°FIXED MOUNT STANDARD STILE at T (6063-T6 AL) 32 6AL) (6063-T6 AL) (6063-T6 AL) @ZAPTER aSCREW COVER (6063-T6 AL) (6063-T6 AL) 3.979" 3.979" Li 4.125" 1 1,10150" t JTTLL___ uwl o 1 1.050" 0.076, 0.075" 1.645" 1.645" L1.304. 2 9rH .611" O46' 849" 0.125" 0,281" 126" ----1 .045' 57 STANDARD ASTRAGAL HEAVY DUTY ASTRAGAL TOP/BOTTOM RAIL GLAZIeo NG 7/16"GLAZING 3/16"&1/4" (6063-T6 AL) &(6063-T6 AL) 8(6063-T6AL) BEAD(LG.} a BEAD,FIXED GLAZING (6063-T6 AL) PANEL CLIP -B-E-KD- (6063-T6 AL) (6063-T6 AL) FWDUCfkk%ED 1.003" ebift."o*lurid, 1.03" I3.wfr4cade 4" Acvrpftr*No)4'-.o Z �'(/ IL 6.621" TE 1120 0.757" ft4��- -�7_471�,_ 0.050, 0.7f )FIXED -PANEL CLIP 0.709' 2.893' (6063-T6 AL) 1.498" 0.133" 1.4 8" 0.080' .5501, --h 0.709" FIXED PANEL 4' @RETAINER,7/8" (L2.)90*INSIDE CORNER ASTRAGAL U80. -4 (6063.T6 AL) 90*OUTSIDE CORNER ASTRAGAL (6063-T6 AL) OCEN 'X p qjje� CORNER RECEIVER FIXED PANEL 90'INSIDEIOUTSIDE 119 6AL) Na.56705 T (B:R:E-AINER (6063-T6 AL) (6063-T6 AL) _U f TEO- j EXTRUSIONS w"wCE,FL 94276 w "'Stv SERIES 670 ALUM,SGD-NON-IMPACT 1, AL o A.LYNN MILLER,P.E. JU P. __!L;?_ OZ20/14 CERT,OFAVrH. PGTO128 Florida Building Code Online Page 1 of 2 3` r:t, w F G 3 triµa f• r: > BCIS Home Log In f User Registration Hot Topic ( Submit Surcharge Stats&Facts ` Publications FBC Staff j BCIS Site Map Links I Search j 0-epa (i?�):. Busines � � Product Approval Professi9nZal USER:Public User Regu it atan Product Approval Menu>Product or Aoolication Search>Application List>Application Detail (xaa�� &' FL# F 261-R9 -e y f. a;€: : l Application Type firmatio Code Version 2014 Application Status - Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT industri Address/Phone/Email 1070 Technology Drive North Venice,FL 34275. (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category lndoti Subcategory a>ro Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 TAS 202 1994 Equivalence of Product Standards Certified By .: I affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s)are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes l;'s No ,: N/A FL261 R9 COC FL261 to 2014.rdf http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquaucoIwmuGt... 12/29/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option A Date Submitted 06/29/2015 Date Validated 06/29/2015 Date Pending FBC Approval Date Approved 07/05/2015 Summary of Products - FL# Mode,.Numbe4oaN a Description 261.1 Mullions id-FT4ll QOOrs an Windows Aluminum/Vinyl Mullions Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL261 R9 C CAC 14-1105.0l.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/26/2016 Design Pressure:N/A Install o mInstruction - Other:Please see Miami-Dade County Notice of Acceptance(NOA)for .F_C 1 R:9 11 14-$105.0 .prf product performance Information,and mullion clip anchorage details. ` ep[fly�Miam:-DSdZBCCO CER Gted by Independent Third Party: Evaluation Reports f Created by Independent Third Party: Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: am eCFscf; .- se-curit'M1,4471kic, http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquaucolwmuGt... 12/29/2015 MIAM.I•DADE IIL?NII—DADE COUNT TY,FLORIDA e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 HOARD AND CODE ADIiINISTRATION DIVISION T(786)315-2590 F(786)315-2599 . NOTICE OF ACCEPTANCE (NOA) wivv.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,Fl.34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product ERProduct Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone DESCRIPTION: Series`tl'GT"rtiffi WWI' ► N,ed � mir unt u a Mullion—L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25,prepared by manufacturer,dated 08/29/1 Iwith the latest revision dated 01/29/15, signed, sealed and by Anthony Lynn Miller, P. E., bearing the Miami—Dade County Product Control Revision Section stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. _ MISSILE IMPACT RATING: a�ge and Sn UPllFrss e-Impact R istaut LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami Dade County Product Control Approved", unless.otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if thele has been a revision or change in the materials,use,and/or manufachu•e of the product or process. Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. . This NOA revises NOA No. 13-0815.05 and consists of this page 1 and evidence pages E-1 and E-2, as. well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon,P.E. n A o lit aJ03�" M1AMi•DApE COUNTY is€ �< �y ` F� xpira 'on Date. 1V1 } 2G;t2131 , :_J'...•. .. App o al ate: • e-ruary 12,2015 Page 1 ' 1 PGT Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Subnrftted under previous NOA No. 10-0819.05) 2.• Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25, prepared by manufacturer, dated 08/29/11 with the latest revision dated 01/29/15,signed,sealed and 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 marked—up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab; Inc., Test Report No. FTL 6443 (samples A--1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010 and with FBC 51h Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with the FBC 5th Edition (2014),dated 11/03/14,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, conformance to and complying with the FBC 2010,dated 06/06/11,signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal issued by Product Control to PGT Industries, Inc., dated 08/06/14, signed by Jaime D. Gascon,P. E.,Product Control Section Supervisor. Jaime D.Gasc ,P.E. Product Control Section Supervisor NOA No.14-1105.01 Expiration Date: May 26,2016 Approval Date: February 12,2015 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 4. Laboratory addendum letter for Test Report No. FTL-6443, issued by Fenestration Testing Lab,Inc., dated 05/05/11,signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NDA No.11-0922.01) 5. Laboratory compliance letter for Test Report No. FTL-6443, issued by Fenestration Testing Lab, Inc., dated 02/28/11,signed and sealed by Marlin D. Brinson,P. E. (Sub►►titled under previous NOA No. 11-0922.01) 6. Proposal No. 10-1070—R issued by BNC to PGT Industries, Inc., dated 01/07/11, signed by Ishaq 1. Chanda,P.E.,Product Control Examiner. (Submitted under previous NOA No. 11-0922.01) G. OTHERS 1. Notice of Acceptance No. 1.3---0815.05, issued to PGT Industries, Inc. for their"PGT Series Aluminum Clipped Mullion—L.M.I.",approved on 11/31/13 and expiring on 05/26/16. Jaime D.Gascon,Y E Product Control Section Supervisor NOA No.14-1105.01 Expiration Da te: May 26,2016 Approval Date: February 12,2015 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NON-IMPACT OR LARGE AND SMALL1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE a u MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE gEVALUATED RYAN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES............._.... 1 �gId a MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS_._.........................1 Y = o ELEVATIONS._................................i q 4Q FIGURE 1: MULL TO 2X WOOD........................2 w MULTIPLE ( OPENING WIDTH FOR VERTICAL MULL ARCHES TO BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO iX 8 MASONRY..............2 0�` g O MULLIONS I / -� INSCRIBED INSIDE HAVE BEEN TESTED AS'FREE-FLOATWG'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES...................2 SEE osraas RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4'FROM THE CLIP. MULL TO MASONRY.....................a SHEETS 23 SFfAPE MULL TO STEEL STUD_............._.3 04_ — 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL......................._._...3 m DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN L/180.THE 1/3 STRESS INCREASE WAS NOT USED ANCHOR SPECS............... ........... G) O r IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTERNATATE CLIPS..._._.............4 i i �♦ BAY MULL INSTALLATION,_........._q _ /��\\ 1 X 2 X.126 MULL SPECS............_6 •--1 W 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE t X 2 X.375 MULL SPECS............._6 7 _ / 1 INSTRUCTIONS. 1 X 2.75 X.375 MULL SPECS..._..._7 2 b (n SEE DETAILS I/ 111 1 X 2.75 X.65 MULL SPECS...........8 W Z o p O / I III I 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.125 X.500 MULL SPECS........9 m O CD F- SHEETS 2J -- I i I 1 A E DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER I X 4%376 TUBE MU4 X.126 MULL LL SPECS.CS ....11 = Q � J I ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN H 1 I III --r SMEET52J PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1 X 4 X.375 T MULL SPECS..._._11 W 1.25 X 3.100 X.265 MULL SPEC-S...12 J o OPENING 1.25 X 3.25 X.100 MULL SPECS.....13 D7 6 m VERT. HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25 X 3.25 X.624 MULL SPECS 14 z W g ?> MULL FOR 1.25 X 3.94 X.624 MULL SPECS.....15 Z i W LENGTH HORIZONTAL MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 4 X.25 MULL SPECS..._.......... 16 •QZ SEE DETAIL E, 2 X 8 X.25 MULL SPECS................17 � BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT W SHEET 3 3.26 X.25 AY M MULL SPECS....18 AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT Z � Q N � 30'%3.25 BAY MULL SPECS.........19 REACTIONS. 45'X 3.25 BAY MULL SPECS.........20 Q O Z `-' MULLION 8 CLIP DIMENSIONS...._21-23 I— Z m B00.c) FENESTRATION 8)REFERENCE TEST REPORTS:FTL-6843;ELCO ULTRACON/AGGRE-GATOR NOA'S;ANSI/AFBPA NDS FOR WOOD CONSTRUCTION; EXAMPLES 1 82.._...___..._._.........24 J g PRODUCT3AIAY ADM-ALUMINUM DESIGN MANUAL LOADING EXAMPLES....._...............25 W gBE OF ANY TYPE MMUST gcTUREo 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING Z DO BY PGT. CODE, AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH L) Q I i I PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. Q.. Z O SEE DETAILS 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVH7_ — K � A.D.G,H: � HORIZONTALLLSHEETS 23 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING LENGTH HORIZONTAL WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. MULL LENGTH INSTRUCTIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSFT')FOR THE OPENING USING THE ASCE-7 STANDARD. 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR'OR"TRIANGULAPJTRAPEZOIDAL'. PRODUCEREVISED owl ins whh the Mrido F—OPENING WIDTH--I I'—HCRIZ.MULL LENGTH---I 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/FT')FROM TABLES to THROUGH 16A,ON SHEETS 6 THROUGH 20 RESPECTIVELY,USING DundIv Oodc '1 LEMULL NGTH I" I I 7---- THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE Auo gmco No OS.• MULLION CAPACITY(LBS/FT')OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE OPENING OBTAINED IN 'n,D STEP 1)• HHGHT LENGTH HEI OR 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE S ede ror� OENINN PENING MULL f/ HORR MULL. d ,� MULL REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. / r� UCENS I CA LENGTH 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE F \`��`,��ON„• N,y f_ Ij_ r ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR P?••' •.�CF CAPACITY IS MET. SINGLE MULLION SINGLE MULLION OPE G = No.58705 >i- FOR VERiCAl pfu 7)IF THE MULLION CAPACITY(LBSIFP)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSlFT')FOR THE OPENING IDTH OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS VERTICAL MULL VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE SEE CORRESPONDING DETAILS MULTIPLE MULLIONS .O� S�I E4(7��,:•�C/�� FROM FIGURE 1 ABOVE. 8)VERIFY THE DESIGN PRESSURE RATING(LBS/FTI)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION :(� SA '•.;°C QRIO „•' CAPACITY(LBS/FT')OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION r S •..... \� PRODUCT ASSEMBLY. �7r/�(NAL 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED INA SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A.LYNN ti11LILELk,SP.E. FL P.E.#58705 m ��„as DETAILA: DETAIL B: n1uLLIDN ° o MULLION TO 2X WOOD BUCK —MULLION TYP.-SU oa MULLION ATTACHED TO 1X BUCKSTRIP Ri $ w OR WOOD FRAMING WOOD BUCK AND MASONRY ATTACHMENT SEE SEE TABLES 10-160 a! (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) SEE NOTE 1, N MULLION SHEET 1. m I I I -” ' • � �cV m W z W I d I j I I SEE SHEETS ° Ib MIN 2.7 KSI '• EDGE 21-23 FOR HOLE d 1 1 CONCRETE OR CMU I DISTANCE, J W EITHER THE I I I LOCATIONS ° I I r----�FSEE SEE TABLES _ STANDARD OR e IEDGa L I EDGE DISTANCE 18-168 § (A OFFSET ANLL ° DIST o o _4 a FOR MASONRY C,S CLIP MAYBE I II FOR WOOD ° 1 7 ANCHORS m Q p 0 INSTALLED BY 1(i I THISMETHOD. d ° SCREWS �60,A1AXFOR a°d y} ° SIDE VIEW z c') d) ° ALL MULLIONS 4e O J ° ° e EITHER THE F••• d `` '•� STANDARDO ° ° ° ��• dOUP z CFFSET MULL MAYBE S ° d ee e INSTALLED BY O F— W d ° EXTERIOR ° ° Tn& z G ° EDGE Q z r �' DISTANCE ° F— z Q ° e G FOR e MASONRY ° m Q O z A ° THEOFFSETCUPIS ANCHORS ° �;; Rmp 6p Irf�' RECOMMENDED FOR U) J y p p'^ FIN-FRAMED EXTERIOR °d °, WINDOWS,BUT MAY w F ALSO BE USEO FOR OTHER FRAME TYPES. V z Q O O z TYP.ANCHORLa�rc� TYP.ANCHOR PERSUBSTRATE, TYP.ANCHOR PER SUBSTRATE RATE. EE TABLES 1B-16B PER SUBSTRATE, SEE TABLES 113.1613 SEE TABLES 18-1813 EDGEIEND DISTANCE BUCKSTRIP AND SEE TABLES - ATTACHMENT EMBEOMETNT BUCKSTRIP 18-168 T •• BY OTHERS, . AND EMBEDME MSEE NOTE 1, ATTACHMENT ll_� SHEET I. BYOTHERS, •. SEE NOTE 1, • •' . SHEET I. - MIN 2.7 KSI CONCRETE OR CMU • .. PRODUCE REVISHD SIDE VIEW FRONT VIEW mwlying% n�Fte.im Buddl A�I�roPro24 Es - FRONT VIEW F�ryl1WIo1�.Da 10 INSTALLATION NOTES: Miami de Pcoducl Congo 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. \� 10T1Y LYNN 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION •,...,, ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE ��'• '''//� CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE •'• DICENSF•..CSP FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. *' _ NO.58705 T�= 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. �0�••, g�- 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI•DADE COUNTY APPROVED �s '•FLORIDP,.•' ELCOULTRACONORELCOI/4'S.S.AGGREGATOR MASONRYANCHORS. � -••� L P.E.ft••• �G�� A.LYJE+4555705 LR;P.E. F DETAIL C: DETAIL E: MULLION TO MULLION —i .txu h11N, MULLION DIRECTLY ATTACHED TO INTERSECTION NOTES: x MASONRY STRUCTURE MULLION 1)MAY BE INSTALLED IN'rEE'OR CROSS' < (STANDARD CLIP SHOWN) (U-CLIP) o `Y INTERSECTION$. 4 w VARIES Y 2)MAY BE INSTALLED HORIZONTALLY EITHER I TYP.ANCHOR �- (SHOWN)OR VERTICALLY. LL 5EITHE R HE PER SUSSTRATE. I SEE TABLES 1B•13B OPFSETMULL I I I L 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 a DO CLIPMAYSE i I TOP VIEW FOR CORRESPONDING MULLION. p) (0 INSTALLED BY I I EDGE DISTANCE MULUGH U) THIS METHOD- FOR MASONRY 333iii!!! ` ANCHORS VARIES +-moi J I I tlY I - 02 STEEL SCREWS, : _ n SELF DRILLING OR PRE•ORILL ♦n rt / MULLION AND USE SMS W a o Q L0QUEXTERIOR ;�a . eMULLION zjEDGE DISTANCE FORV+SCNRY—ANCHORSLU4L pSECTiON CD TYP.ANCHOR d < z �'- PER SUBSTRATE, 4 }— Q N O SEE TABLES 18138 Q • z z TYP.ANCHOR SEE SHEETS 21-23 FOR I— p z GO 8O BUCKSTRIP PER SUBSTRATE, HOLE LOCATIONS r w ppp •,/r SEE TABLES 19-138 g ATTACHMENT f"' FRONT VIEW — EDGE ltt ...I BY OTHERS, DISTANCE EMBEDMENTSEE ROTE t, SEE TABLESEDGE . •. a SH££T 1. 18.138 DISTANCE0< Z z ' m....'a" .• `- 'II__SEE TABLES ',� mO.O MIN 2.T�KSI CONCRETE OR GM; MIN Z7 KSl CONCRETE OR CMU 16-136 SIDE VIEW �Vl&W SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: STRUCTURE 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. TYP.ANCHOR A PERSOBSTRATE, SEE TABLES iS-t3B 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION SEE SHEETS BODUC—REVISED a ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-x3 FOR SRV'fytttg With the Florida CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE ,`\ updiee Cbde FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. J �` LOCATIONNS i/// Da c 3)ANCHOR HEAD TYPE MAYBE PANHEAt},HEXHEAD OR FLATHEAD. •.,�4\ MULLION 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL G,SHEET 3. � fiemf Dade Product CDlNn. 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI•DADE COUNTY APPROVED EDGE I1 I I 1 ELCO ULTRACON OR ELCO 114'S,S.AGGREGATOR MA$ONRYANCHORS. DISTANCE `�N' pNY LYN)VMEL STUDS THINNER THAN FRONT VIEW ie ca ANDCOMPLNNTWRHTHEFLBURONG 18l38SEE BLES :`4� 0 Ef4 '//: CODE,A 2X WOOD BACKER MUST USED, i�';' S$, ATTACHMENT BY OTHERS. EXTERIOR USE WOOD ANCHOR SPECS No.58705 SIDE VIEW Tk – NOTES: :-U G - 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD %�•'• 8T0 �r:•',�ti ANCHOR VALUES MAYBE USED. 2)SEE CORRESPONDING MULLION TABLES, s/!J L iCNO,� SHEETS 6.20,FOR QUANTITY OF SCREWS, A.FL/VNN Rllll!Ct��i,P.E. FL P.E.#5BT05 DETAIL F: DETAIL G: DETAIL H: FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATIONS '€a (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) o n �o 02 Z U SEE DETAILS A£, 30'OR 45' .- SHEETS 2 AND 3 FOR INSTALLATION BAY MULL TO SPECIFIC SUBSTRATES. N MULLION II I y m O r O Z (WjJ O O O W O O O O O O W O O TOP VIEW g m U) S SIDE VIEW I i m U o F_ SHOWNWRH I'X4'X.126' I TOP VIEW I I— toJ MULLION I I Z I I I TYP.ANCHOR rL F EXTERIOR I i i PERSUaST�SEETABL SRISDOR16B I TYP.ANCHOR I I STANDARD MULLION CLIP , I PERSUBSTRATE, I EXTERIOR g z MODIFIED TO FR FIELD , d SEE TABLES I8-14B 11 I Q z e- 'q. CONDRIONS. 2•X 6'ANGLE CLIP, I-"¢ Z Q O I I 2 PER MULLION END,MUST BE 0 z N '- I I I INSTALLED INSIDE OF BAY MULL. f- 00 p MULLION C)I I CD fn Q .` I I II , I _ WJ 2'X 6•X.125• F U II I I ANGLE CLIP. () Z Q I I I 2PER MULLION END, Q — Z O O Q \ 1 I I MUST BE INSTALLED d to (n I I I INSIDE OF MULL. k'o 'Q �zza' d� \ I �_TYP.ANCHOR PER SUBSTRATE, SEE TABLS,B-,4B INTO WOOD, STEEL.ALUM INTO WOOD,STEEL. STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR ALUM,CMU OR MASONRY MODIFIED IN-FIELD. ExrO e�Eo Lc pa ! ®� coDUCT gw VISED as complyInith ft Florida pEP Buildlny Ca Acwpda SO1 ncoapaatcq No OO I © INTO WOOD,STEEL, Detc -... ALUM,CMU ORMASONRY O EOGE ® 1 DISTANCE \liaml Dodo Product Contral PER ANCHOR 111\III IIII//,, A— E OtsTnNCE f NOTES FOR INSTALLATION OPTION G 8 H: ` �,`,�,ON PER ANCHOR O .•'•LICENSE FP i 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. NOTES FOR INSTALLATION OPTIONS F• ��!t;• , No.58705 .•'x 1 DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26'X 2.11'X.125'MULLION. 2)DETAIL G:SEE TABLES 1B-14B FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE //nn LOCATIONS. 2 SEE TABLES 18-138 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. :Q §-qa� 3)DETAIL H:SEE TABLES 159 OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. LOCATIONS. ��(C•'•.F,<ORIDP.••' \�� A.LYNN ILLER,P.E. FL P.E.#58705 TABLE 1A �ff� Mullion Capacity Table Absel k Opening Width(for verilcaltysparvirg mullions)or Opening Height(forhorizortally-spanning mullions) t�f 50 In 60 In 70In BO In 00In IOO In 120 In 140 In 1601. or O Rectangular TropRrleng. Red.ngular Traprillan& Rectangular Troprra"". Rectangular Tmpntlarig. Rectangular Trapfrdang. Rectangular Trop/rdeng. Rectangular Traprrdans. ftld.ngdar Trepl7Uang• Reetengulor Traprrdang. SF o: 1x2x.126 Loading Loading Loading London Loading Loadng Leadng Loading Loadng Loading Landing Loadng Loafing Luedne Loadag Loading Loading Loadng Alum.Tube F .�• �' '.. .F .,: '.. �' �' F '.. �' & •� s �' a ,. F '� ',. ja 15 ca ull Z "' 42 In 111.0 408 129.5 332 93.2 405 115.5 325 70.0 408 107.8 321 69.9 408 104.4 319 62.1 408 104.0 319 65.9 108 104.0 319 441,8 405 104.0 319 39.9 408 104.0 319 35.0 408 104.0 319 O W 48 In T4.9 312 53.8 258 62.4 312 73.4 252 53.5 312 67.0 248 48.8 312 63.2 248 T.224 T41- ' 37.5 312 01.0 244 312 312 61.0 244 26.8 312 61.0 244 23.4 312 01.0 244 _ K to 50.6251n 63.8 281 70.6 234 53.2 281 61.5 228 45.8 261 55.7 224 399 281 32.1 222 31.9 281 49.3 219 26.6 281 49.3 219 22.8 281 49.3 219 20.0 281 49.3 219 W O 0 $ 54 In 52.0 217 57.5 207 43.8 247 49.8 202 37,0 217 44.0 189 32.8 211 1f.e 190 28.J 247 78.1 IB3 21.0 217 38.1 197 18.8 247 30.1 197 18.4 247 78.1 107 j M C 601n 38.4 200 41.2 110 32.0 200 35.4 166 27.4 200 31.5 1&3 24.0 200 28.9 160 18.2 20025.9 IS7 16.0 200 25.0 168h63In 33.1 101 35.3 155 27.e 161 30.3 152 23.7 10128.9 149 20.7 let 245 146 Ie.6 lei 21.7 143 0 � Z m g 681. 28.8 165 30.6 142 24.0 165 26.1 179 20.5 185 23.1 136 18.0 I. 21.0 134LU g 721. 22.2 139 23.3 120 15.5 119 19.8 118 15.8 139 17.5 116 b z 781. 18.9 125 18.7 109 ILI 15.7 126 18.8 107 J ` a J 781. 17.3 119 18.2 104 Z n Q N O TABLE IB ANCHOR CAPACITY ADJUSTMENT FORMULA: F f�r'a Z c0 Anchor Capacity Table Iba ANCHORCAP.,s,,,,,,,, SQ � gC Substrate 2.78 Conerole 3.51t Con.. Honowcmu Filled CMU PT Wood Metal (OP-)X )=ANCHOR CAP.,m (y� MULLION CAP.,,,,,,,,, S/IV Ell, 1/4'SS Eko 5118'Ella 114'SS Elea 910 Steel 4123teel 412 Steel W N Y Anchor Cllp Paffems Anchor Typo: 3116-Eke Ullman 1/4'Eka Ullrncon Ulbecon 311V Eke WE- i/4•Man Ulbacon AggraGal.r Ultmcon Aggreonle, Sc (05)Screw(G5) Screw(c5) USE THIS FORMULA TO OBTAIN THE"ANCHOR 354 gas 740lbs 37410, CAPACITY REQUIRED'CORRESPONDING TO AN F- O Edge a,lartce(in): 1` 2-12' 1' 2-Irl 3-118' 1' 2-1/2' 1' 2.12• 2' 3418' 2- 0.48' 0.54• 0.324' V x Q Embedmertl M): 1;114' 1.314' 1.314' 171' 2' f-114• 1-114' 1-1/4' 1-f/4' 1-1q' 1.114• 2' /J/8• 1318' jades ACTUAL PRESSURE REQUIREMENT FOR THE Q Z O O ars®4.75•Min.O.C./Slandafd or Ip 39D 390Th, 450169 890 ms 10441b, 270lbs 280Ibs 8B1Iba 04610. 341 lb. 4421bs 5801M OPENIN 2 Ancoffset alp(Fig.IG.WHEN IT IS LOWER THAN THE MULLION d m0 Q 4 Anchm g I.is Min.O.C.I Slondord(0105se0 mp(Fig.2): 480 Ths 700 lbs WA WA WA wA 380Ibs WA WA WA WA WA 602 lb. 885[be 1120 lbe CAPACITY(FROM THE TABLE)OF THE SELECTED 4Anchaa®3'MIn O.C.f(2)Z(5 Angle nips/(F{p.3): 780@, 7BO Ths 680 lb. 1560 lbs 1896 Ths 590lbs 660 Ilea WA 76015, 748 ite 880[be t419z 169 682 Ib, e4151b9 1120 lbe MULLION.IT WILL YIELD A MINIMUM ANCHOR ' 0,--1 � 2Ancttors®0,45 RT-0.G Male.Inlo.12YAlum.(Fig.3) WA WA WA WA WA WA WA WA WA WA WA WA NIA NIA 71510, CAPACITY WHICH MAY BE USED TO QUALIFY I AN off F�np(Fig.S): 195 Ths 1051ba 225 the 445 1b. 822 lbs 1351b3 1401bs 171 ros 370 lb, 1B71bs 3J21bs 47310a 170 Abs 221 lb, 2801bs ADDITIONAL ANCHOR OPTIONS FROM THE 2Anchwe®1.15•We.O.C1 F171p(Fq.6): 2401b9 35010, NIA WA I WA I WA i luolb9 WA WA WA WA WA 341 Abs 442 Its 5801bs ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: PR DU(TRBVISRD • • • • w Mflyl)1n8 t+'11h lbs Florida 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. UutldlnA ode �� Q� • • SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. -y 1.000' FIGURE 3: Ae'hDtmu�No i�vD21e 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. - biemi ad.Prn act Canuroi 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2,000• FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. i 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. AND GROUT-FILLED •125' ANGLE CLIP MUST BE USED IN PAIRS. �\J�,.•'CACEN,rF'•��d,P�i� CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5AND BEA MINIMUM OF.125' I No,58705 •: • THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1•X 2'X.125'MULLION z ' IIrI�II I�1I� LE AST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND I • THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. j OT•., s Are dl• , �, ��'�s�ONAL EN,��• A.LYNFJII�AILL�R,P.E. FL P.E.#88705 TABLE 2A g Mullion Capacity Table Iti9litz Opening Width(for wr fly-spamtngnations)orOpening Height(for hodzotitally-spannngnitflions) 501n 001n 701n 801n 90In I 1001n I 1201n 1401n 160 in �IN O RecladIng TWTd-m Rec cff,,gar TtLoodin g, it9oxingar T+artrdag Roctargtnar T7aF]Marg. Rsctangu)ar TraprTda+47. RI-M&n)ar Traptrdmgt. Re..din Jar 7ratirde+g. Rectarg+o TrI-wangg. RLoading TrL.Wrng. 1%2x.376 Loading Load)rg LwC6ng Lwdlrp lAadl+g Loading Loading L.Wha Loading Wading Lwdin9 Loading Loading Lwdi+tg Loaigng Loadig Loading Loadlig o.�1 w Mull oohsau a F P � 2z p 0 Taw! ri I �8 NI ' 111181 1 2 42 in 170.0 620 170.0 435 161.3 662 170.0 470 129.7 602 Vile We 113.6 662 16&6 61a 1110.0 662 168.9 517 90.B. 662 188.8 617 75.7 662 168.9 617 64.9 662 1889 517 56.7 662 108.9 517 0 J W de In Y2T.8 697 1300 418 101A 607 119.2 41P 86.9 60] 108.7 403 f8.0 697 10217 399 87.8 607 89.6 397 80.8 60], 99.0 306 60.7 507 99.0 396 43A 507 99.0 396 38.0 $07 99,0 396 J W,625 In 101.7 456 1548 370 004 466 99.5 371 74.1 456 90.6 354 64.8 456 64.6 360 57.6 456 61.3 357 51.8 458 80.0 356 432 456 60.0 358 37.0 456 80,0 366 324 456 80.0 368 "yam IY 8 rn S41n 854 4D0 83.3 318 71,2 400 BO.P 328 81,0 40D 72.7 322 63.4 400 67.3 318 47.5 400 89.0 315 427 400 623 314 35.6 400 61.8 313 30.5 400 61.8 313 26.7 40P 61.0 313 L7.1 C,p 0 (b O So In 623 324 66.9 278 St.9 32d 57.5 210 44.5 324 61,2 284 30,9 32d 48.9 260 34.6 324 43.0 251 31.1 324 420 255 28.0 324 40.5 253 222 324 -00.5 253 19.5 324 4aS 257 Imo N 63 in 51.8 204 57.4 262 448 294 48.2 246 38A 284 43.6 241 316 294 39.8 z3T 29.9 284 37.1 234 28.8 294 35.2 232 224 284 33.6 230 18.2 294 33.4 230 16.8 294 33,4 230 .�, 681n 400 26B 49.6 230 39.0 2418 424 225 33.4 288 37.5 221 29.2 268 34.1 218 200 260 31.6 215 23.4 Nit 29,8 212 19.6 268 28.0 210 18.7 268 27.7 209 74.6 268 21.7 209 �. M In 38.0 225 37.9 186 317.0 226 322 191 25.7Z21$21.4 188 225 225 25.6 185 20.0 225 23.6 182 18.0 225 221 180 15.0 225 20.3 177 129 225 19.8 1116 17.3 715 19.6 176 z '✓� 781n 30.8 202 320 177 25.5 202 27.2 iTJ 2L9 2023.9 170 19.2 202 21.5 167 17.0 202 19.7 165 75.3 202 18.4 1413 128 202 18.7 160 10.9 202 15.9 1 158 9.6 202 16.8 158 CL W Z 781n 20.3 1921 29.6 168 236 192 26.1 165 20.2 102 220 162 17.7 192 18.7 159 107 192 18.1 157 14.2 192 10.0 155 11.8 192 15.2 162 10.1 192 1d.4 150 41.8 192 44.2 160 J �• 8091 105 t44 19.0 128 104 144 16.1 126 Q NO 981n Y6.2 127 15.6 713 Q Z Z 747 amp TABLE 28 ANCHOR CAPACITY ADJUSTMENT FORMULA: rff MPJ ' $ An horGavaeltv Table ibs ANGHORGAP.,,w,,,,F w N Y Subslmle: 2.7kCwcrele 3.5kCorro. Hollow CMU FlIIadCAIU PT Wood Metal (DP)X11 )=ANCHOR CAP.,,, a 5118"Etw i74'SS Eko 5tf8'Eko V4'SSEko 510SWI 012SL-J 912S9ee! MULLION Anchor Typo: 3116'EIwU(lmcon 174'Eke Ultracon 3110'Elco Uamcan 174'Elco U twon h' Q 2r AnchorCllpPa@encs ulirecon ApgnGata UlDecan A9g,ctor Smw(G5)Saew(G5) Sonw(G5) USE THIS FORMULA TO OBTAIN THE ANCHOR Edo.DatenceOn): I 241r r 2-1rr satB• r 2-1n• 1• 2-irr r 1 3-A8" r 0.48• P.6d• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN q2�- z U) Embedment Pn): 131-0' 1-314' 1.314' 181-0• 2• i-tt4" 1-114" 1-014' 1.114' 1-714' /-f/4' r ta18• t3t6• witea ACTUAL PRESSURE REQUIREMENT FOR THE �$ _ 10�s.O 2 Anchors®4.75'Min.O.C.I Standards OBsel Cllpgf ly} 390Ibs 3901b, 4501bs 090 th, 16441bs 270Ibs 2410 lbs 3M lbs 740 IW 3741w 664 Lbs 940 lb. 341 lbs 442 lb. 560 lbs OPENING,WHEN 17 1S LOWER THAN THE MULLION -•- � 4An4iwro 437.t5'MIn.O.O7Siandard iwONset}gip(FJg.2y: 480 grs 700 ibs WA WA N!A WA 3�IDs WA NIA WA WA WA 882 lb. 885@s 1120 Lbs CAPACITY(FROM THE TABLE)OF THE SELECTED a o•-'�� 4 Anchors®5•MIn.0.6/(2)2S5Anpk pips/(Fig.311 7801bs 780th, BBO Ibo 15801Dc 16"lbs 540 lbs 5W as WA 760 lbs 748th, aw lbs 1092 lbs 682 lbs 8851bs 71201bs MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 AneDas 4?a45'MIn.O.C.7 Ut1(p,Into.125'Alum.(Ft9.4y WA WA WA WA I NIA I WA WA WA N/A WA WA WA WA WA 715th, CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor F-01P(Fig.S): 195 ibs 1951bs 2251b9 A451bs 8221bs 135 th, 140lbs 171 Ibs 37D Ib, 187 lbs 3321bs 4731bs 17010, 2211Ds 2801W ADDITIONAL ANCHOR OPTIONS FROM THE 2Ancha4 A IAV Min.O.CJ F-01P(Fla.Bk 240 as 3601Ds WA WA NTA WA 190 It* WA NIA WA WA WA 3411bs 4d27bs 580 Ns ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2 PRODUCrg"jSBD Til � TABLE NOTES: s1 co twee b with 9b0 F1atIJa Du"" C04 ��-•• 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. omptmdv C.10 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ^j 1.000' �-- JDaw *� 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS ISALLOWABLE. d7am) adcFY uatContsol By FIGURE 3 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2 000, 11(11 t 7/ HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, LYNN FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. pts•.....,,41l t� 1",',fs ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 375' `t' %• FIGURE 4: FIGURE 6- CON CRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED -TNo.58705 YELLOW SOUTHERN PINE WITH AN$G OF 0.55.ALUMINUM SHALL BE 6063•T5 AND BE A MINIMUM OF.125' =_ THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1"X 2•X.375•MULUON LEAST.f 25'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND ' THE MATERIAL,010&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. '� '. � �-�I5 © fATE • F`SS/ANAL� �` A.LY14N MILY.AC�,P.E. FL P.E.#58705 TABLE 3A ® � Mullion Capacity Table(lbsllt2) � 5 Opening Width(for vertically-spanring mullions)or Opening Height(tor horizontally-spel27ng m(nionS) SO In 60 in 701n 50111 901n 1001. 1201n 1401n ISO In 59 O Recto.W1.r Trayalang. Reclengular TrepRdang. Reclenguler TrepRdene. Rectangular hep/inang. Reclang�Iar Treplldeng. Reclelgrler TrOpRdalg. Rectengrlar Trop7rdang. ftecI ngular Trap/Tdarg. Rectumlar Trap/7eang. oo 1%2.76X Loading US& Loading Loading Loading Loading Loafing Loading LoaGing Loafing Loading Loading Loading Load 11B Loafing Loadng Loading Loading oyr4� .376 Alum. Tuba .. •�.. F u.. ,. �.. _. �u _ Mullion }'411 yyyajj 6€ 6 11 6}3E y'41 J$ a 71� 8 }! U) d •l c a �G 3 K E C K d z N a: U) 421n 170.0 820 110.0 435 170.0 744 170.0 478 170.0 550 t70.0 flee 170.0 892 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 148.7 1301 170.0 521 127.5 1301 170.0 521 111.5 1301 170.0 521 J W 4891 170.0 708 170.0 524 170.0 650 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 151.0 1139 170.0 677 138.5 1i3B 170.0 630 113.9 11139 170.0 680 97.8 1139 Me 660 85.4 1139 170.0 680 _ 60.6251. 170.0 747 170.0 563 170.0 1% 170.0 63f 167.8 1032 170.0 684 148.8 1032 170.0 723 130.5 1032 170.0 747 117A 1032 170.0 756 97.8 1032 170.0 756 83.8 1032 170.0 758 7J.{ 1032 170.0 758 $ 0 641. 170.0 797 170.0 612 161.7 D07 170.0 691 138.2 907 164.7 730 120.9 907 152.5 720 107.5 007 145.0 714 86.8 007 111.1 710 80.6 007 140.0 700 69.1 907 140.0 709 60.5 907 140.0 709 m 0 O M 60111 141.1 735 151.5 625 117.6 735 130.3 611 100.8 735 116.0 509 66.2 735 106.2 590 76.4 735 99.5 5&1 70.5 735 95.1 578 58.8 735 81.5 514 50.4 735 91.5 574 44.1 735 91.6 514 {, 631n 121.9 668 130.0 570 t0i.6 860 111.5 657 67.0 068 96.8 517 78.2 668 90.1 538 67.7 068 51.9 531 60.8 666 78.5 528 50.6 666 75.6 621 43.5 668 75.8 621 38.1 668 75.8 621 yr 66 In 108.0 607 112A 522 86.3 607 96A 511 75.7 607 65.0 601 66.2 607 77.1 493 58.9 007 71.6 486 53.0 607 67.6 481 44.2 607 63.4 476 37.0 607 62.7 474 33.1 607 62.7 474 Z (L C g..� Rin 61.8 510 55.8 W4373*.510 73.0 431 58.7 10 64.7 a26 51.0 610 57.9 IIB 45.4 510 W.3 413 40.6 510 50.0 109 74.0 510 46.0 102 282 510 11.1 399 25.5 510 44.7 798 pp j 76111 69.4 158 72.3 150 61.7 792 49.0 {58 61.1 385 43.4 158 48.6 370 38.8 458 14.6 J7J 31.7 {SB 11.8 Jog 26.9 458 77.7 382 21.6 {68 36.0 759 21.7 158 35.7 358 J J b rcZ 7B In 84.2 435 67.0 435 56.8 373 45.8 435 48.6 366 40.1 435 14.7 760 75.7 4M IO.B 356 72.1 135 78.1 351 26.6 435 31.1 341 22.0 476 72.8 341 20.1 435 32.2 310 ¢ �" r O 801. 41.6 327 41.1 327 38.4 255 20.9 327 31.8 280 26.1 327 28.3 275 232 327 25.7 271 20.8 327 23.7 268 17.4 327 211.0 262 14.8 327 19.3 256 n zW961n 34A 287 35.4 287 29.9 252 24.6 287 26.0 248 21.5 281 23.1 244 18.1 287 20.9 240 172 287 19.3 237 14A 287 16.8 232 'g A01081. 242 227 24.7 227 20.8 201 17.3 227 18.0 198 15.1 227 We 195 Wo B N111111 22.7 215 2L7 215 19.1 let 15.9 215 18.6 1861201. 17.6 184 17.9 (� X Q O (] TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: D.=� ZmrA N Anchor Ca act Table(lbs) ANCHOR CAP.,,,,,,,, g$ o mQ Sobslmle: 2.7k Concmt. 3.5k Cone. Hollow CMU R1.d CAIU PT Wood Metal (DP,,,)X( >=ANCHOR CAP.,,P SI16'Eko 1/4'SS Eko 5116'Elco 114'39 Eko 610 9leei tlf2 Steei 812 91ee1 MULLION CAP.,,,,,,,,, F AnchorCllpPatterns Anc�Type: 3/16-EkoUlDawn 1/4•EkoUllrecon 3118'EkolBbecon 1/4'EkoUlkecan LIT AIo SS EIor /ni'Elrl 14'SS alor Screw(OS)Screwteet screw(05) USE THIS FORMULA TO OBTAIN T E"ANC OR Edgo aeknce(Int f• 2-11T r 2-172• J-fre• 1• 2.112• r 2arz• 2• sire• 21 o.4e• 0.54' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embedment Cnt 1-14' 1-314- 1.314' 1-314' 2 1.114' 1-1/4' 14/4' 1-1/4- 1-1/4' 1-174- 2' tye• 1718' ,edea ACTUAL PRESSURE REQUIREMENT FOR THE 2AnShom@4.75'Liln.O.C.7 Standard a QN&alp(Fig.t): 390 ft 390 Na 450 bs 890 lbs 1644 un 2701D5 280 lbs 354 IDS 740 Iba 3741W 6841ba 9481bs 341 IS. 4421bs 660 1b, OPENING,WHEN ITIS LOWER THANTHE ELECTEN 4A.th ®1.15'Alin.O.C.I Slendaid(or005eb Clip LF p.2): 480 IDS 70D lbs WA WA WA WA 380lba NIA WA WA WA WA 682 lbs 685 IDS 11201bs CAPACITY IF THE TABLE)OF THE SELECTED 4Ai%111®3'Min.O.C.1(2)2a5 Agfa aipa/(R.3): 780@5 780W 680 IDS 1560 IDS 1996W 540 ibs 560 IDS WA 760 IDS 7481bo SWISS 18921ba 682 IDS a.85 Ib.. 11 R20012 MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Abshsra@0.45-Min.O.C.I I1431p,Inlc.125•Alum.(Fig.4): WA WA WAWA WA WA WA WA WA WA WA WA WA NIA 715 Ib. CAPACITY WHICH MAY BE USED TO QUALIFY 1 Aneiror/FCOp(Fig.5): 185 @a 1951bs 225 IDS 445 lbs 822 IDS 1351bs 1401bs 1771bs 3701b 157 1b, 3321Ds 4131bs WO In 221 Iba 200 ms ADDITIONAL ANCHOR OPTIONS FROM THE 2 AnShom®1.15'MIn.O.CJ F alp(Fla.B): 24DIbs 350 IDs WA WA WA I WA 1901bs WA WA WA WA WA 371 IDs 4421hs 560 ibs ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. ('-::) complyingg CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. RODUCT d D 4vwhh hh tho Pbrlda ullding Ctdc��}} , ooep�uro No m� -1 FIGURE 1: FIGURE 2: Z TABLE NOTES: 1.000' �--- _ ' • • • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. filum Side Product Control SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. I I I I) 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. `��OCl`( LYNN A7j l�i�i FIGURE 3: 2.750' 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. Q; • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. >>;' No.58705 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 375. '-D•;"r-' (Y CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 1} S. FIGURE 4: FIGURE 5• FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" S'ATE OF • THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(16 GAUGE).STRUCTURAL STEEL TO BE AT '� .,"tornDp•.•'• LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X 2.75'X.375'MULLION %�s L4� „-,,, THE MATERIAL.#10 8 N12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. �i nN/�L�r1��• A.LY WMILLEf#,P.E. FL P.E.#58705 TABLE 4A ®�n Mullion Capacity Table Ibstfe Opening Width(for%erlIcally-sparying mullions)orOpening Holght(for torizonla[Vsparrirg mullions) ,fi�tt^yG a SOI. 601. 70 In BO In 90 in 1001n 1201n 140In 1801n St d O op F 1X2.76x ""'a" Traprrdarg. ReclangWer Tmprrdang. Raclengular TelrTdong. Rectangular RelMang. Roclenador Repirdang. Reclanguar TmpRdong. Raclenguler TrepRdarg. Rectangular Tmperdarg. Reclmlgular Traprfdane• o a K Loafing Lowing LoadnB Lowing LoadnB Lead Leedng Loadn9 Loading Loodrg Laadng Loading Loading LaodnO Lee Loafing Lowing Loafing .860 Alum. to �, a zo p �, a x �• a x x a a p n r Tube a c a,. a .-. aF.. a Mullion fir 4 y g �' b 15.5 be g 15.6 ' b 15.5 .4 Y. b._ 42 In 170.0 020 170,0 435 170.0 744 110.0 478 170.0 688 170,0 506 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 158.7 1820 170.0 521 130.8 1820 170.0 521 J 481n 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 BIO 170.0 1113 170.0 661 170.0 1275 170.0 077 170.0 1417 170.0 680 141.7 1417 170.0 680 121.5 1417 170.0 680 108.3 1417 170.0 660 S 2§ W 50.625 In 170.0 747 170.0 583 170.0 898 170.0 631 170.0 1046 170.0 684 170.0 1185 170.0 723 182.6 1286 170.0 747 148.3 1288 170.0 758 121.9 1286 170.0 756 104.5 1288 170.0 758 91.4 1286 170.0 750 op S4 In 170.0 797 170.0 612 170.0 956 170.0 69i 170.0 1118 170.0 751 150.7 1130 170.0 803 133.8 1170 170.0 817 120.8 1130 170.0 856 100.5 1130 170.0 861 88.1 1130 170.0 eat 75.3 1130 170.0 eat � M N 80 in 170.0 885 170.0 701 148.5 815 162.3 781 125.5 015 144.5 748 109.8 815 132.3 735 97.6 015 123.8 728 87.8 015 118,5 720 73.2 915 114.4 775 82.8 915 114.4 715 54.0 915 114.4 715 1- --1 J 63 In WA 630 161.8 710 120.5 830 138.0 694 108.5 030 123.2 601 94.9 630 112.2 870 84.4 830 104.8 682 75.9 510 99.4 650 03.3 830 94.5 640 54.2 e30 01.1 640 47.4 830 04.1 619 (L a m 801n 1121 751 140.0 850 110.0 757 118.8 B3B 81,3 757 705.0 821 82.5 757 06.1 811 71.1 757 89.1 BOB 68.0 757 81.2 800 55.0 757 78.0 581 {72 751 78.2 501 41.1 757 78.2 591 ? Q. j 72 N1 101.7 630 r14 552 81.6 836 81.0 510 72.7 838 80.1 530 81.8 638 72.2 521 58.5 638 68.5 5t! 50.0 638 62.3 508 42.4 630 $7.2 500 38.3 838 553 487 31.11 638 55.2 497 N _ J Jo r`3 rcZ 781n 86.5 571 498 72.1 571 76.5 488 6. 571 67.4 470 54.1 571 e0a 471 48.0 571 65.5 484 43.2 571 51.8 459 38.0 571 47.0 451 30.9 571 44.3 447 27.0 571 44.5 446 Q 76 In 60.0 542 474 68.7 542 70.8 465 57.1 542 62,1 458 50.0 542 55.7 449 44.4 542 57.0 M2 40.0 542 47.5 437 33.3 542 42.9 429 2815 542 40.8 425 25.0 542 40.7 123 z C3 Q N 901n 52.1 407 381 43.4 401 45.4 355 37.2 407 39.8 349 32.5 407 35.3 343 28.8 407 32.1 318 28.0 107 28.8 334 21.7 407 28.1 727 18.8 401 21.1 322 18.1 107 23.0 110 Q � Z D X 150 a6 In 42.8 358 320 SS.a 358 37.2 314 30.7 3S6 32.4 300 2e.6 358 20.8 304 23.8 358 29.1 300 21.5 358 21.0 208 17.9 358 21.0 288 15.3 358 10.2 281 X rA tO01n 30.1 281 255 25.1 283 25.0 251 21.5 283 22.5 217 18.8 281 IB.O 244 18.7 In-Fig.0 240 15.1 283 78.5 217 � 1111n 27.8 287 242 23.1 267 23.8 238 10.6 287 20.8 235 17.3 267 18.3 231 15.4 281 18.5 228 N N 12018 22.0 229 22.3 los 18.3 229 16.8 205 15.7 229 18.2 202 U x Q O O TABLE 4B ¢_ co ANCHOR CAPACITY ADJUSTMENT FORMULA: 21 Anchor Ca acI Table(]be) ANCHOR CAP.,,,,,,,,, 2� � Substrate 2.7k Candela 3.5k Caw. Hotlox GlU Fllled G1U P7 Wood Metal (DP,,,)X( >=ANCHOR CAP.,,, 75 5118'Eko 1/4'SS Eke 5116•Elco 114'SS Eko d1051eel 012 Steel 912 Steel MULLION CAP.,e,",,,, AnchorCllp Patterns Anctor Type: Lis'Elcu Ultracon 1W Eke UlUocan 3116*Elco Ultmon 1/4'Eko LnUacon Ulbacan AggmCatar Nlmcon AgdreOator Scnw(05)Sum(G Scrmv(Gs) USE THIS REQUIRED" OBTAIN THEW Edge olslance(in): 1' 2-12' 1' 2-111' 34/8' 1' 2-12' 1' 244 2' 3.118' 2' 0.48- 0.546 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN Embedment O.)'. 1-3/4' 1314' "Al" 13/4' 7 1-114• 144 1-1/4' 1-114• 1-7/41-114' 2' 1318' 1318' cedes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors®4.75'Min.O.C.I Standard aOdaet Olp(Fill.17 390 @s 390 lbs 450 @s 890 in 1`!Ucb 270 lbs glh� 354@s Tao Ibs 3741151 604lbS 946 Ibe 341 lbs 44210. 560 lbs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors @ 1.15•Mm.O.C./Slenderd(a08se0 Cup".2). 4110 M 7001bs NIA WA WA WA A WA WA WA WA 602168CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchors@3'MIn.O.C./2)2x5 Angle Cups/(Fig.3): 783lbs 780lbs 8801155 1560 IbS 1896 too 540lb1 A 760lbs 7481bc 880Ibs 16921155 6821baMULLION.IT WILL YIELDA MINIMUM ANCHOR 2Mwhors @0.45'Min.O.C.1 U47Ip,intoA25' WA WA WA WA WA A WA WA WA WA WA 715 @s CAPACITY WHICH MAY BE USED TO QUALIFY 1 Arohar F-C8p(Fig.5): 1951bs les Ibs 2251155 445Ins 822lbs 1351bs Ibs 310 tos t871os 3321bs 473lb. no Ibs 22Ubs 280151ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchors®1.15•Aon.O.C./F•01p(Fig.B): 240104 3501155 WA WA WA WA A WA WA WA WA 311 los 4121151 580165 ANCHOR CAPACITY TABLE, RODUcTRBVISED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. undW�4Eo F)ortd4 caepta.cu No FIGURE 1: FIGURE 2: TABLE NOTES: on o� �G4 y4p 1.000' r - 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. t SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 41aml ddc Producl Control \\j1141111r//// 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 1 0 .. ......-!/�� ice' FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' Qtr•' �10ENS� •.,(Pp • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. No.58705 '�T FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ ANGLE CLIP MUST BE USED W PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 650' - CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED •'•,� j �a�� FIGURE 4: FIGURES: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125" S ATE O- 41/ rITI--�I1 THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK 18 GAUGE).STRUCTURAL STEEL TO BE AT T•' LEAST A25'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTENDAT LEAST 3 SCREW THREADS BEYOND 1'X 2.75'X.650-MULLION ;�s''FLORIDP.•�G\�� C e THE MATERIAL.#10&012 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. ///s�0(�gL�\`'�� """A j 11111 1111 A.LYNN MILLER,P.E. FL P.E.#58705 TABLE 5A A a Mullion Cap aafty Table Ibstf? - T Opening lMdth(for vetIcal"pardigmullions)orOpening Height(for jf2 ely-sp innif �WWQ� 50 in 601. 701n So in BO in f001n 1746, 1401. 1601n uYm O Re I-wlar Tap(Tdeng. ReclenIIR TrapiVaW. Reclmgufar TrapTdeng. Rectangular Trep/Tdang• Ractmgulw Trepridang. RUdtai@War TraplTdang. Rectangular -Tiepl'Olerq. ReclengrAar Tre{Y1den0. Recfengulu TtopRdang. 1"x3,126"% Loading LoadM Loading Laedng Loading Loading Loafing Loafing Loading Loedng Loadng Loading Loading Loafing Loadng Loading Loading Loafing �y u ,600"Alum p 7 ? § a a ? a a a a d Is TubDMuBBg #� �, p $� �B "(�y�•� a �8 e- . a lam ° . ��. N �� yea& 4- 4em� a � X�a '� ybe¢� p �� W 42 In 170.0 620 1170.0 435 170.0 744 170.0 4T8 170.0 888 170.0 500 170.0 992 170.0 519 170.0 1118 170.0 521 7470,.-01124 170.0 2 20.0 1486 170.OR 521„,10.0 1735 170.0 521 154.1 11502 170.0 521 J W 451. JVD.0 708 170.0 524 170.0 8% 170.0 584 170.0 892 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 877q 1F0,8 t411 170.0 880 157:7 1577 170.0 050 )x`135.1 1577 170.01 800 118.2 1577 170.0 680 0 Q' reIl.6l5IrL'170.0 747 170.0 587 1170.01 888 1170e 631 170.0 10461 170.0 684 1170.0 1185 170.01723 170.0 1345 170.0 747 170.0 1494 170.0 756- 1 Tff I�W 170.0 758 121.5 1185.170.01 756 106.3 1495 170.01 758 W o U 541n 170.0 707 170.0 012 1 170.01 958 170.0 691 1170.0 1118 170.0 754 170.0 1275 170.0 503 106.1 1401 170.0 837 119.5 1401 170.0 856 124.6 1401 170.0 881 106.8 1101 170.0 801 93A 1101 170.0 881 m O ~ t0 J 50 in 170.0 BUS 170.0 701 170.0 1003 170.0 797 158.5 1156 170.0 676 138.7 1156 167.0 828 123.3 1166 155.5 917 111.0 1168 149.7 010 92.5 1150 114.5 903 78.3 1150 144.5 BD3 80.4 1158 114.6 803 F J { 83 In 170.0 930 170.0t1.31 1049 170.0 850 137.0 1049 155.5 800 119.6 1049 141.7 846 108.5 1049 UZI) 030 95.8 1049 125.5 820 78.9 1049 1192 820 85.5 1049 118.9 619 59.9 1040 116.0 619 � U) T-y 601n 106.8 955 170.0 055 151.3 801 118.1 055 133.7 768 1042 955 121.4 775 92.6 955 112.6 765 03.4 9155 105.4 757 88.5 055 90.5 749 69.6 055 96.1 746 521 955 86.7 740 Z LLI d 8 � 721n 1285 603 1]04.9 503 114.9 882 91.9 803 101.1 070 80.3 803 91.2 858 71.4 803 81.0 049 64.2 807 78.8 842 53.5 803 722 832 15.9 B03 69.6 628 40.1 603 68.7 027 5 to f 781n 1082 721 114.1 721 97.0 810 76.0 721 65.1 605 68.3 721 78.5 565 60.7 721 70.1 586 54.6 721 85,4 578 45.5 721 59.4 580 39.0 721 58.8 584 34.1 721 58.1 583 Q -,J S .a. 1. 101.0 684 105.4 884 89,1 587 72.2 884 78.4 576 83.1 681 70.4 507 68.1 886 54.1 558 50.5 881 SB.9 551 42.1 684 51.1 541 36.1 884 51.3 538 31.0 081 50.8 5304F- 78901. 85.6 511 67.0 1514 57.3 118 47.0 511 50.0 MO 11.1 514 11.8 433 38.5 514 40.5 427 720 514 37.3 421 21.4 511 33.0 112 23.5 511 30.4 108 20.8 514 28.0 403 ¢ p? Z co.-o08 in 54.2 452 65.7 . 452 47.0 388L3MO.7452 40.9 390 33.8 452 38.1 184 30.1 452 32.9 378 27,1 452 30.7 777 22.5 452 20.8 305 10.1 152 2l.2 359 18.9 452 27.6 755 VO I .9 $IOB In 38.1 357 38.9 322 31.7 357 32.7 317 28.1 712 23.8 357 252 708 21.1 357 22.7 703 19.0 357 20.0 289 15.9 357 18.0 291 13.8 357 182 287 11.9 357 15.0 283 W N _t `1III In 35.1 338 35.8 306 29.2 338 30.1 301 28.1 296 21.8 338 231 282 19.5 338 20.6 268 17.5 338 19.0 284 14.6 338 1815 278 12.5 336 14.6 273 11.0 338 13.8 269 M to U120N 27.7 289 262 207 23.1289 23.7 259 20.5 250 17.3 280 18.1 252 15.4 280 18.3 218 11.0 289 14.9 248 11.8 289 12.0 210 9.9 288 11.1 270 8.7 280 10.A 232 U X Q O O Q..� Z TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: $ $ ��mo An cher Ce act Teblo(lbs) ANCHOR CAP.,-,,.,, Substrata 2.7K WncMe 3.5k Cone. HDWWCMU FNed CMU PTWood MNaI MI.)X( )-ANCHOR CAP.,,, 6H6'Elco 1/d'SS E%0 6/16'Eico U4'SS Elco SID S1pi 012Slee1 1112 Sleet MULLION CAP., ,,.,, AnchorClip Patterns Anchpryp0 altC Elco Ultram 1141 Elco UO2con u5racm at5*Etco Ugmcm vd'E%ou92con A99rcGator Ullracon A99mG9p Scmv(G5)Screw(W) SEW(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Uslance on) V 2-U2' 1' 2-U2• 3.118• 1' 2-112• 1' 2-112' 2' 31/6' 2' 0.40" 0.54' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embedment Qn 1314' 13'4' 1314' 13'4' 2- 1-IM. 1-U4' 1-114' 1.114' 1.111' 1414' Y 113081 13'6' 1 vA1es ACTUAL PRESSURE REQUIREMENT FOR THE 2Auch @4.76'MIn O.C./Wdadp 06se1 CUP 09,f) 300145 39D U5 4501bs e90 ms _1_SW lbs 2701bs 2831m3541 7'98.115 _37,41os_s-661.1be,w�als.ibas=alt.los _4dz lb6 56o ws OPENING,WHEN IT IS LOWER THAN THE MULLION �4'Archers'®ll'.t5„MhT0:Cs7Stwdm0"(0x,IX4et)C9P;(Ftgt2 iiLW>s-j G3,PoSM 011/AFM MIUAW MnrAn=111A1'�1lj3R1.14af M11MA-s 4 t!/AIM.MIUAIN Wt [m21011[885.Rs'� 11S6�It>s,=� - SAPACITY(FROM THE TABLE)OF THE SELECTED anRtws @3'ntm°o.cr 2c5argleppsT.(r7gz3} 60lba Minos-1560m-IOW14 --5101tis -IIIA-" 760lbs 748 HIS 660IDS 1692 ItS 6821Ds ea5- 120ts WI-LION.IT WILL YIELD A MINIMUM ANCHOR 3ArcMa 0.45'Min.O.C./UCUp,11110.125'Alum.(Fig 4) IIIA IUA IIIA IUA IIIA IIIA IUA IUA IUA IUA IUA tUA IIA IUA 1073lbs CAPACITY WHICH MAY BE USED TO QUALIFY 1 nchofi FCBD(Flg.6j IBS Ibs 106Iba 725 ns 445105 822 1351DS 140 Im 177 Ms 37011s 1671os 3321bs d731m 170 Ws 221 IDB 2801015 ADDITIONAL ANCHOR OPTIONS FROM THE 2An h-491.15*1.11.O.C1FC0 (Ra 6)' 2401bs 350 ms IUA IUA 111.0 IIIA ID31W NIA IUA NIA IUA IUA 30411bs 442 IDs 1560 Ws ANCHOR CAPACITYTABLE, RODUCT RBV{SBD NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. wraWng ally the Florida uOdWgLhde _ rT.aoo•-i xcpt�lcoNo ��..'.� FIGURE 1: FIGURE 2: TABLE NOTES: 001° og 0. 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. erldadc product Control ® - SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.-olo all" 11111 1I I1l/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE, 3.125' �� pN� N M/� FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. �.�N�.''•,10EIJSF'••�F.Q • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. rT FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. T,' No.5870550 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ._0* CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED FIGURE 4: FIGURE 5: FIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125' STATE 0- ,<C/ i'X 3.125'X.5'MULLION • THICK.STEEL STUDS TO BEAMINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAISTEEL TO BEAT ••,,F(pR(OP,.•'G\\�� LEAST.125'THICK AND A36.ALLAN CHORS INTOMETALSHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (I.-VF MULLION) i "• i Q Q THE MATERIAL#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. �rs1S/OVAL A.LYhiPY1MILLk�i,P.E. FL P.E.#66705 TABLE 6A ;t Mullion Capacity Table(IbsRe) W x Opening Width(for varticely-sparring mallons)or Opening Height(for horizontally-spareing mllllons) yy�17 12 50 in 601n 701n so in 901. 1I 1201n t4 In 160 in Y O S3 o� R.wrgular Trep'fdag. Reclergular TrapRdOng. Rectangular TrepRdang. Raclangrd0r Trap/Tdang. Rmimgular Trep7111eng. Rectangular he4VR10rg. Rectangular 7replTden➢. Reclengder TmpRdang. Rectangular TrapfTdane. o: 1%4X.126 Loading W.dng Loadng Loafing Loafing Loafing Loafing Loafing Loading Loafing Loafing LoadnB lnadlrg Loafing Loadn9 Loafing Loafing Loafing syr 2 U Mum.Tuba �. r• € € €.. € €,. € € €,. € '� € €.. € €.. € •'.. €� € .� Mullion �� a �� @ �- _ N I IS0 i� g o � m � 421n 170.0 820 170.0 435 170.0 744 170.0 478 170-0 868 170.0 508 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 '170.0 521 170.0 1488 170.0 521 145,8 1489 170.0 521 127.6 1489 170.0 521 J W J W 481n 170.0 700 170.0 524 170.0 850 170.0 604 170.0 092 170.0 630 170.0 1133 170.0 661 170.0 1276 170,0 877 158.3 1303 '170.0 680 130.3 1303 170.0 650 111.7 1303 170.0 680 97.7 1303 170.0 660 60.6251. t70.0 747 170.0 563 170.0 896 170.0 631 170.0 1048 170.0 664 170.0 1185 170.0 723 158.1 1235 170.0 747 140.5 1235 170.0 758 117.1 1235 170.0 756 100,4 1233 170.0 758 87.8 1235 170.0 756 111 'O O O 641n 170.0 797 170.0 612 170.0 956 170,0 691 170.0 1116 170.0 754 154.4 1168 170.0 803 137.2 1156 170.0 837 123.5 1158 170.0 866 102.9 1158 170.0 861 88.2 1168 170.0 881 772 1158 170.0 881 ra O F M 601. 170.0 065 170.0 701 166.7 1042 170.0 797 142.9 1042 161.1 832 125.1 1042 146.7 815 111.2 1042 138.8 601 100.0 1042 130.2 791 63.4 1042 125.1 702 71.5 1042 125.1 762 62.5 1042 12&1 782 F � J 631. 170.0 930 170.0 745 151.2 992 163.6 810 128.6 992 144.4 799 113,4 992 131.0 782 100.8 892 121.4 768 90.7 get 114.8 I'M 75.6 092 108.4 745 84.8 992 108.0 744 56.7 892 108.0 744 �L 66 In 165.4 947 170.0 789 131.6 047 148.0 786 118.1 947 130.3 786 103.4 047 117.7 752 81.9 947 108.7 736 82.7 947 102.2 727 68.8 047 95.1 7I3 69.1 B47 94.0 711 51.7 847 94.0 711 Z g $� 72 in 135.9 649 1127 737 1132 849 121.6 722 07,0 819 106.9 709 61,9 849 911.4 696 75.5 619 68.7 666 67.8 619 827 675 66.6 849 75.3 659 40.5 B49 72.5 652 42.5 040 72.4 651 ? a r� .spj 761n 115.5 762 120.7 665 96.3 762 1026 652 82.5 762 90.0 640 72.2 762 80.9 629 64.2 762 74.2 620 57.8 762 69.2 613 48.1 762 62.8 602 41.3 762 59.9 597 38.1 T62 59.4 595 J (n a 6 f 781n r37.1 724 111.4 BM 89.0 724 94.6 621 76.3 724 82.9 609 66.8 724 74.4 699 50A 724 B8.1 591 63.4 724 63.4 563 44.5 724 57.3 573 38.2 724 54.3 567 33.4 724 53.5 565 N j 901n 543 71.0 483 68.0 543 60.7 474 49.7 543 52.0 466 43.6 543 47.1 458 36.6 543 42.6 452 34.8 643 39.5 449 29.0 543 34.8 436 24.8 643 321 430 21.7 543 30.7 426 Z 2 Q 14 O go In 478 Me 427 47.0 478 49.7 419 400 478 43.2 412 3A8 478 38.5 106 31A 476 34.8 400 20.7 47a 32.0 385 23.8 47a 28.1 368 20.5 478 25.6 380 17.9 478 24.2 316 � to-Z � CO 04 1 �O m 1081n 377 41.1 341 33.5 377 34.6 335 28.8 377 30.0 330 25.2 377 26.0 325 22A 377 24.0 321 20.1 377 22.0 317 18.6 377 19.0 310 14.4 377 17.1 301 (n '''n o III In 357 37.0 323 30.0 357 31.8 318 26.5 357 27.8 313 23.2 157 24.4 309 20.6 757 22.0 305 19.5 3S7 20.1 301 15.4 357 17.4 294 w V Yo1201n 306 29.8 279 24.5 308 25.1 274 21.0 306 21.7 270 18.3 SOfi iB2 287 111.3 306 17.3 263 x ?�14{N 212 172 186 d r rn Z TABLE 6B ANCHOR CAPACITY ADJUSTMENT FORMULA: m� Anchor Capacity Table lbs ANCHOR CAP.,,,,,,,, �-%�� S.I.W. 2.7k Concrete 3.5k Caw. 14011-CMU RIM CAN PT Wood MOM (DP,)X( )=ANCHOR CAP... N18'Eko 114'SS Ilk.5118•'Elco 114'SS Eka 010 Steel 812 Steel #12 Sled MULUON CAP.,,a,,,.,a, AnchorClip Pattema Amborrype' 3116•EkoUlbacun 114'EkaUlgacm ulg�on 3116'EIcoUl9acan 114'EkoUBrocm gp9ra0ela Ulimcon AggreGela Scraw(O5)Saew(G5) 9crew(G5) USE THISFORMUTATOOBTAINTHE'ANCHOR Edgo Distance(in 1' 2-V2' RMOM 2-12' 3-1/6' 1' 2-12• 1• 2-IW 2' 3.118' 2• 0.46' 0.64' 0.324' CAPACITY REQUIRED".CORRESPONDING TO AN Emlwdmenl(In} 1.3rr 1-314• ta/4• z 1-va• av4• I-iM• au4• av4• ova• z• tars tare• arks ACTUAL PRESSURE REQUIREMENT FOR THE 2A.M.144.75'MIn.O.C.7 Slmdad"MM C6p(Fig.1&2k 390@3 39010a 890163 1644 lbs 270@a 28010, 354@. 740 lbs 374 lba 664 IM 94616. 341 lbs 442 ft 560Im OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors 14 2.25•Mht O.C.1 Standard(or 051-1)Cilp(Fg.3k 700 W 700 @3 1410lbs 9521bs WA %01bs WA 630163 WA am lbs WA 682 ibs 8145 @. 1120 ibs CAPACITY(FROM THE TABLE)OF THE SELECTEDSAmhm®MV kiln.O.C.I Standard(orOBsep Cfip(Fig.4r 960lbs 1400@% WA WA N!A 760lbs WA WA WA WA WA 1303lbs 1770@s 2240163 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Amh.,®3'MieO.C.1(2)2a5ArglaClipsl(Flg,5): 760163 7601bs 1560lbs IB98lbs 540 @s 5601bs WA 7601bs 748163 880 @3 189216. 6821b% 08516. 11201bs CAPACITY WHICH MAY BE USED TO QUALIFY 6 Anch v Q 3•Min.O.C,1(2)2a5Angle Clips 7(Fp.B): 1170 @s 1170163 2340U 2844163 6101bs 940 lbs NIA 114011t22Ibs 1320lbs 263-lbs 10221W 1327 ins1890@s ADDITIONAL ANCHOR OPTIONS FROM THE 4Anctwm®0.4VhU.O,C./U43ip,In 10.125'Alum.(Fig.i): WA WA WA NIA WA WA NIA WA WA WA WAWA NIA 14301bs ANCHOR CAPACITY TABLE. PRODUCT REVISED 2 Anchors®2.25 Min.O.C/F471p(Fip.B): 350 IDs 350163 705163 478 @s WA 28016s WA 315 @s WA 410 @a WA 341 ID% 4421ba 560 @s u complying with 4h9 Florida de 4Arwhas®t.t5•Mln.O.CJF471p(Fi0.9): 480103 7001bs WA WA N!A 360 1b, NIA WA WA WA WA 682169 885164 1120 th% Bugdleg.No, _ NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -1 1.000' �--- A4uplenLro too p3c TABLE NOTES: - yi� O 4larni a Pada 1.11 Control FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURES. FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE %%%I I I I I I I1 j • • • • • • • • • • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. � pIAi • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �P� .•'•1,10ENSF•'•�F--Q • • • • • • • 4.000" �'{• 7ti 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES - N0.50705 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW FIGURE 5: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS, ! 4 _ • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED '-p•••• f E l f- •.111 • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW .125' '�0.(�'•.• FfATP •:!`z • • SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125'THICK.STEEL fit` •. .GRID•, �\G STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.910& 1'X 4X.125" A.LYNN Iv�ILLEiR,1P.E. #12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION FL P.E.#58705 TABLE 7A PmA Mulllon Capacity Table Ibslttt NN� t Opening Width(for wr8caliy-spanning mulliore)or Opening Helght(for tlod2ordaly-spanning mullions) i, < Sol. 60 in 701n so In 901n 1001. 1201n 1401n 160 in Reclangutar TrepRdeng. Rectangular Trap/rdang. I nguarrepeg. epg. gp . . ngRacts Gulnr TrapRdarg. Realenguler Traprrdwg. y>c1X4 x.378 Loading Loading Lding Loadingding Loading Loading Lowing Laadng Loading Loading Loading Loafing Loading LoadingngAlum.Tube r �MullionNC)5� �421. 170.0 620 170.0 135 170.0 744 170.0 170 808 170.0 500 170.0 092 170.0 619 170.0 1118 170.0 621 170.0 1240 170.0 621 170.0 1488 170.0 521 170.0 1775 170.0 525 170.0 1987 170.0 521W481n 170.0 708 170.0 524 170.0 650 170.0 584 092 170.0 630 170.0 1133 170.0 cat 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 110.0 680 170.0 1981 170.0 680 151.8 2024 170.0 680rn 60.625 In 170.0 747 170.0 687 170.0 896 170.0 631 1018 170.0 681 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 758 156.0 1910 170.0 768 138.5 1919 170.0 756 W O 54 to 170.0 797 170.0 612 170.0 058 170.0 691 1116 170.0 751 170,0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 858 159.9 1799 170.0 881 137.1 1799 170.0 881 120.0 1789 170.0 881 m O F'co 60In 170.0 885 170.0 701 170,0 1061 170.0 797 1240 170.0 670 110.0 1417 170.0 944 170.0 1594 170.0 990 155.5 1619 170.0 1033 129.6 1619 170.0 1063 111.0181970.0 1063 9.2 1610 170.0 1063631. 170.0 070 170.0 745 170.0 1116 170,0 650 1302 170.0 940 170.0 1408 170.0 1016 156.7 1542 170.0 1076 141.0 11542 170.0 1122 117.5 1542 168.5 1168 100.7 1642 167.9 1157 88.1 1542 167,0 1157 66In 170.0 074 170.0 789 170.0 1169 170.0 001 1364 170.0 1002 160.6 1472 170.0 1088 142.6 1472 168.5 1146 128.5 1472 155.8 1130 101.1 1472 147.8 1108 81.8 1/72 146.0 1104 00.3 1472 148.0 1104LU721. 170.0 1081 170.0 BTB 170.0 1275 170.0 1009 . 1720 168.2 1101 172,0 1720 119.9 1082 117.7 1320 177.8 1068 105.8 1720 126.6 1019 68.0 5720 117.0 1024 75.1 1720 112.6 1013 80.0 IJ20 112.6 1012 2 EL W 761n 170.0 1122 170.0 837 149.6 1164 159.4 1013 1283 1184 139.9 991 112.2 1184 125.7 918 S9.7 1164 115,3 981 89.6 1184 107.5 952 74.8 1184 87.6 815 64.1 1184 97.1 927 56.1 1184 027 025 J in rcZ a f 78 in 166.1 1124 170.0 967 138A 1124 147.0 965 118.6 1124 128.8 947 103.8 1124 115.6 931 022 1124 105.8 918 83.0 1124 96.5 908 69.2 1124 89.0 890 59.3 1124 01.7 881 51.9 1124 87.2 B78 901n 108.1 644 111.5 760 90.1 844 04.7 736 77.2 844 82.1 724 67.6 544 73.3 712 60.1 614 66.5 702 64.0 844 81.4 697 45.0 844 64.2 678 38.6 814 60.0 688 33.8 644 47.7 662 Q Z N 961n 69.1 742 g1.6 663 74.2 742 77.2 1552 63.6 742 67.2 641 55.7 742 59.6 631 49.6 742 54.1 622 44.5 742 49.8 614 37.1 742 43.6 600 31.0 742 19.6 600 27.8 742 77.5 584 F In.y' p 10a 1n 62.8 580 83.9 530 52.1 566 63.8 521 72.7 688 46.6 613 39.1 588 41.4 505 34.0 588 37.3 408 31.3 566 34.2 482 20.1 Safi 29.8 481 22.3 586 28.8 472 19.5 586 21.7 460 N M rn B 8 111 N LU 57.6 555 58.8 603 18.0 555 49.5 495 41.2 555 42.9 487 3e.0 555 38.0 480 32,0 556 34.2 T� 28,1 555 31.3 487 24.0 555 27,1 457 20.6 555 24.3 440 18.0 655 22.4 442 1201. 45.6 476 46.4 433 38.0 475 39.0 426 328 476 33.7 420 28.5 475 29.8 414 25.3 175 28.8 475 21.5 404 18.0 475 21.1 395 16.3 475 18.7 787 U.7 415 17.2 SBI U x Q O O 144 in 28.4 330 26.7 306 22.0 330 71.4 301 16.0 330 19.3 297 16.6 330 17.0 203 d Z rn TABLE 713 ANCHOR CAPACITY ADJUSTMENT FORMULA: a m O s0 Anchor Capacity Table Obs) D ANCHOR CAP.,,a„„, ANCHOR C•AP.- Subswla: 2.7k Concrete 3.5k Oona. Hd10W CMU Filled CMU PTWood Metal (OP-) )_ 5116'Eko 114'8S Eko 5118'Elco 114'B6 Ek. #10 SIee1 1012 Steel #t2 Steel MULLION CAP.,,,,.,,,,, Anchor Clip Patterns AncMrrype: 3110'Elco ulwcan v4•Eko tlluacan UlI m= 3718•Elco Ul6econ 1p'Eko ulwcan Aggreca[or Ullracon Agg.0alor Scmv((35)Scrota(05) SMW(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Distance tiny I' 247' 1• 244 3-1/8• 1• 2412• 1• 2.1/' ' 3-118' 2' 9.48• 9.54' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embedment(iny 1.314• 13(4' 1-31V 1-314- 21 1-114' 1-1/1' 1.1/4' 1.114' 14/4' 1-1/4' 2' "a, 1-318' lades ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anshm@43W Mtn.O.C.l Standard cr Offset Cflp(Fig.My. 3901bs 390lbs 4501bs 890lbs 1644 Its 270 lba 280W 354 Iba 740lba 3741w 684 lbs 94eIW S4nbs 44ziba 5s0lye OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors @ 2.25'hiln.O.C./Standard(or Offset)Cep CFV.3y 7001be 700lbs 500160 14101bs 952 Ibs WA 5W lbs WA 630lbs WA 880lbs WA 61)2150 685lbs 1120Ibs CAPACITY(FROM THE TABLE)OF THE SELECTED eAnchmai.ismin.O.C./Standard(oO0se1)Cgp(Flg.4y. 960 lbs 1100@8 WA WA WA WA 76olbs wA WA WA WA WA 1363W 1770 lbs 224090 MULLION.ITWILLYIELDAMINIMUM ANCHOR 4 Aro)ars®YMIO.O.C.1(2)2x5 Angle Mps l(Fig.5): 760 lbs 790Ibs BBD Ibs 15601bs 1896 ms 540 lbs 560 lbs WA 760 lb, 748 lb, 680 lbs 1892 lb, 682lb. 6851W 11201bs CAPACITY WHICH MAY BE USED TO QUALIFY BAmbofa®3•Min.O.C.1(z)2a5Angia CBpa l(Fp.6): 11701bs 11701bs 1020109 2340Ins 2840Ibs 840 lbs 840lbs WA 1140Ibs 1122 les 1320 lbs 2838150 ton Ib' 13x7153 1680 @0 ADDITIONAL ANCHOR OPTIONS FROM THE 4 Arahaa®0.4Y Min.O.C.lUdip,Into.125•Alum.(Fig.71: WA WA WA NIA WA NIA WA WA WA WA WA WA WA NIA 11301bs ANCHOR CAPACITY TABLE. RODUCTRBMED 2 Anch..Q 2.25•Min.O.0/FL41p lF7g.8y 350160 3501bs 2901bs 705 lbs 470 lbs NIA 280 lb. WA 315160 WA 4/0160 WA 34I Ibs 4421bs 56010. co'rtg OD& Pfd• 4 Awbm 01.15'Mk.O.CJ F-Qlp(FIO.9): 4801bs 7001bs WA WA WA WA 380160 WA WA WA WA WA 6B21W 8B51bs 1120 too oxyla ce r cuytenro No 4- NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. --� 1.062' t-- --i 1.000' r- n TABLE NOTES: dfeml ads Produce Control FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. LYNN 1141 111)177 Ile 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE. j``�•''•10ENS •.7F` • • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 4,000' 4.000' No.58%05 SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS _ SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. FIGURE 5: FIGURE 6: FIGURE 7: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND tel' = 1. 2TATE-tfF/ GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM.5 ASTM INU WOOD SHALL BE Q i PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE •'•.FCORIOP.•'•G\; 6063.75 AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045' 375' a.3716" •• THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL ANCHORS '�7 7/ONAI'G\'N`\ ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10&#12 1'X 4'X.375' 1'X 4'X.375' A-LYNN MILtiN\P.E. ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. - 'T'-MULLION MULLION FL P.E.#58705 TABLE 8AN A Mullion Capacity Table IbSWI Opening Width(for vertically-sparring mullions)or Opening Haight(for horizontally-spanning mtkions) �� o Sol. so In 701n 601. 001n IDd in 1201n 1401n 1801. ° n 0o F 1.26"% Rxlanrnd TaDRdang. Radangl/sr TrapMang. R.dmguler Traplldang. Rectangular hepROng. Rectangular Treprm:ng. Redanguler TraplTrla.g. Recleigular TrepRdeng. Rectengder TmoadanO. Recladl g TrL.19.9g. ix K Loadng Loading Loaning Loafing Loadng Loafing Load. Loafing Loading Loading Loading Loafing Loadrp Lnadng Loafing Loednp LoLoafing s= g V 3.188"x .266"Alum .�' .b' F .F �' �' & Al .� a .�' F F �' F .A' S Tube Mull a �g a 1 1 a� I Ip s a B -1 is I I a a a a a a � a a a a a a a a a a a� a a� a s �� a ^ a a a a a� N o0 E� b� s� I- 421. 170.01 02D 170.0 435 1740 744 170.0 478 170.0 866 170.0 505 WDA 992 170.0 510 170,0 1118 170.0 521 170.01 1240 1 170.0 521 170.0 1468 170.01 521 170.0 1735 170.0 621 151.6 1769 170.0 52t O LU L 461n 170.0 708 1170.0 524 110.0 850 170.0 584 170.0 892 170.0 630 170.0 113J 170.0 601 170.0 1276 170.0 877 170.0 1417 170.0 660 164.8 1546 170.8 680 132.7 1518 170.0 WO tta.t 1548 170.0 680 50.6a In 170.0 747 170.0 663 170.0 896 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 167.0 1488 170.0 756 139.2 1468 170.0 766 119.3 1468 170.0 756 104A 1468 170.0 756 ��O to o 54 In 170A 797 170.0 612 170.0 960 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 603 163.1 1376 1740 837 146.8 1376 170.0 858 172.3 1376 170.0 881 104.8 1378 170.0 661 91.7 1378 170.0 $61 ca O O M 601n 170.0 685 170.0 701 170.0 1063 170.0 797 158.0 1t58 170.0 878 139.0 1158 167A gag 123.6 1158 158.8 910 111.2 11Sa 150.0 912 92.7 1158 114.8 905 79.4 1158 IVIA 005 69.5 1155 144.8 905 (_-. W :-:)j 631. 170.0 930 170.0 745 160.1 ID51 170.0 850 137.2 1D51 155.9 862 120.1 1051 142.0 848 108.7 1051 132.3 837 06.1 1051 125,7 830 60.1 1051 119.5 822 68.6 1051 11D.1 621 60.0 1D51 119.1 821 U) 66 In 187.1 957 170.0 789 139.3 057 151.6 805 119A 957 134.0 790 104.4 957 121.6 777 92.8 057 112.8 767 63.6 057 106.6 759 69.6 957 100.0 750 59.7 957 BBA 748 52.2 057 08.9 748 Z J 721. 129.7 801 1352 688 107.3 80{ 115.2 886 81.9 604 101.3 871 60.{ 601 91.4 660 71.6 BOS 84.1 850 &.f 801 78.6 &3 53.8 801 72.3 633 46,0 801 69.8 629 102 804 69.0 628 7Z 781n 109.4 722 114.1 630 BIZ 722 072 818 78.2 722 65.3 606 68.4 722 76.7 506 80.8 722 70.3 688 64.7 722 65.5 580 45.8 722 59.5 570 39.1 722 66.7 665 34.2 722 68.2 684 J Q (CD4 M 761n 101.2 685 105.8 600 54A 885 89.8 688 72.3 665 78.5 5T7 63.3 685 70.6 668 58.2 685 64.5 560 50.6 685 80.1 553 42.2 885 64.3 50.1 36.2 885 51.4 537 31.8 685 50.7 538 F•90 In 45.0 515 68.0 {57 56.8 !15 57.5 149 47.1 515 50.1 441 41.2 515 M.7 134 38.0 515 40.8 428 33.0 515 37.{ 422 27.6 615 33.1 413 23.5 515 30.5 407 20.6 515 28.1 106 �( Z N O 961. 61.3 453 65.8 404 45.7 453 17.1 J97 38.0 153 41,0 391 3J.B 457 78A 385 J02 453 73.0 379 27.2 45J 70.4 374OD ?2.6 153 26.fi J6B 10.1 {53 21.J 360 17.0 453 229 356 O 9 O 3' 1001. 30,1 358 39.0 323 31.8 358 32.6 318 27.2 358 28.4 313 23.8 358 262 $08 21.2 358 72.7 304 19.1 358 20.8 300 15.9 358 16.0 293 W �-' o" o" III In 35.1 336 35.8 306 29.3 338 30.1 301 25,1 338 26.1 297 22.0 33a 23.2 283 19.5 338 20.9 269 17.6 338 ig.1 285 of X 1201n 27.8 200 28.3 284 23.2 200 23.8 260 19.9 280 20.8 256 17.1 290 18.2 253 15A 290 i8A 249 U CV Q O 17 to In 141 tat tea 188 £r Z�O co TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA: -8 �l(� AnchorCa aci Table ib! ANCHOR CAP__ Su15sUalc 2.7k r'n W 3Ak Gonc. HdIOW O,lu FIUed C6tu PTWDOd MEW (DUN >=ANCHOR CAP.- &IV Elco 111'SS Eko 1116'Eke 114'SS Elco 010 Sled 012 Simi 012 SIMM MULLION CAP.,,w,,,, AnchorCfip Patteme Mchbrlype 3'Is•E1co UOracm 1//•Eke utl2con u112con 3'16'Elco Ukrrcon t1{'Eke Ugmcon Aggecator Unocm AggrEODIX Sc (G5)Strer(05) scrcw(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge nslarce On) 1^ 2.112' 1' 2412' 3118' 1' 2-117 V 2-117 7 3-Itr 2• 0.48• 0.54' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN EnlOednrnt n 1 314' 1314' talo• 19'4• 2- 1-114' 1-114' 1414^ 1.114' 1414' 1-114' Z, tag• 13'8' Yates ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchors®4.7V Idln O.C./Slerga7 or Oascl Clip(Flg.1): 390 lbs 390 R6 4`A lbs PBO IM 160 lbs 270109 28D Its 351 lbs 740116 374 RDS 664 I00 916156 311 IDs 44208 560IOs OPENING,WHEN IT IS LOWER THAN THE MULLION 4Archers®1.15•?Ala O.C./Standard(ct 0lf eq Glp(R8 2) 4., 70D to tUA IUA 14/A IIIA 380105 Il/A IUA IIIA IUA IUA 6821Ds 885 N3 7720109 CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Arc hors@ 3'Min.O.C.1(2)2(5 AngleC Lll(Rg 3) 180106 7801 6601bs 15M Ibs INN lbs 5401bs 56D Ws IUA 760104 7481DS BOOls 18021t. 68219 865IbS 112015e MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Arcnors 4150.45'IAI..O.C./UCUp,InlD.126'Plum.(Fig.4) NIA IUA IIIA tUA H/A N/A WA IIIA IUA NIA IUA IUA IUA IUA 143011a CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anc r/FCUp(RO S) 196106 105103 225 ms 445106 622M 135lbs 14016 177106 3701ba 187Ibs 032106 473106 1701bs 221 IDs 288108 ADDITIONAL ANCHOR OPTIONS FROM THE 2Anch0a@ i.15'IAR O.Cl FL9 g 210Ibs 350103 IUA IUA N/A NIA 190 an H1A IUA N/A IUA IUA 3411155 442 ka fi60106 ANCHOR CAPACITY TABLE. PRODI7LTRl1VISHD NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. as ilding Code Ihal'IDdda BC"Ttw N Aoc�gdmtoD Ho - D FIGURE 1: FIGURE2: TABLE NOTES: F'--1.250'�I r 4 ,pat66 • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION iaml ade Prdduel Control ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE. ��ONV LYNN/ FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE 3'188' : a'��.••1,10ENgcc' ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 71 No.58705 '7� BE USED 265' IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND = FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL to BE PRESSURE•TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE Q - (V • • 6063•T5 AND BEA MINIMUM OFA 25'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND :'n '•,•% P ,.•'�1 .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL 1.25'X 3.188'X.265'MULLION �iP .,CORD G\ • (1.1/4'VF MULLION "' • O ® ANCHORS INTO METAL SH/LLL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ) � ts/QNAL G��s #10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. A,LYNN1 LLeR,P.E. • FL P.E.#58705 TABLE 9A u, Mulllon Capacity Table(Ib87N1) Opening Width(forveNeelly spannI g mullions)or Opening Helght(for horfmntaUysparrd g mUBom) E! 5� so in 60 to 10 in 801n 901. 1001n 1201n 1401. 160 in k LLO 1.25X3.26 Reclanpabr Tmp/TI Reclengutor R. g. RaclenpA r TraprTdeng. Reolangalar Trepridang. Raolongulor TroprTdanB. Ren Malar Trap/Tdano. Rat .1 T.In Tdan9. R.Nagilar Tmpr7dano Ra,triM.er Tmp/T4am. X.x 3. Loading LoadiLoadiaO Loacloa Loading Loading Loading Loading Loading Loading Loading s¢l Loading Loading Leading Laedl.0 Loading Laacn9 Rg Loading QZ,d= re Alumullionbe 0 � 8 z421n 110.0 620 170.0 170.0 744 170.0 476 170.0 666 170.0 508 170.0 892 170.0 519 170.0 1118 170.0 521 153.3 1118 170.0 521 127.7 1118 170.0 521 100.5 1116 170.0 521 85.8 1118 170.0 521 0481n 170.0 708 170.0170.0 650 110.0 684 167.6 978 170.0 670 118.7 976 170.0 661 130.4 978 170.0 111 117.3 978 110.0 880 97.8 978 170.0 680 83.6 078 170.0 680 7.3 97110.068D50.8251. 170.0 747 170.0170.0 896 170.0 631 150.7 927 170.0 6B4 131.9 827 188.5 708 117.2 927 159.7 699 105.5 027 160.3 698 87.8 927 158.7 695 7550 927 156.3 695 85.8 921 756.] 895 541. 170.0 TB7 170.0154.5 BB9 170.0 081 1325 089 167.8 883 115.8 BB9 111.8 669 107.0 869 134.0 660 82.7 689 129.8 654 77.3 689 170.6 652 68.2 069 128.8 652 51.9 869 128.8 86260 N 113.2 M6 153.8110.4[14132.3 620 102.3 748 117.8 608 89.5 748 107.8 599 79.8 746 101.0 592 71.6 746 5065 SB7 59.7 TI3563 44.6 748 93.3 683M83N 123.1 817 132.0107.1 113.2 668 88.4 077 100.4 555 77.3 077 91.4 548 68.7 877 65.2 639 61.9 871 61,0 531 51.8 677 77.0 528 44.2 077 78.7 529 38.7 677 18.7 52960 In 107.6 017 114.169.7 87.6 519 16.9 811 68.3 509 67.3 017 78.3 600 59.8 611 72.6 491 53.8 811 60.7 489 44.8 817 64A 483 38.4 817 03.7 462 37.6 617 617 482a72 In 82.9 518 87.1 69.1 74.2 440 69.2 518 85.2 432 51.0 518 68.8 425 48.1 518 54.2 419 41.4 510 50.7 414 34.5 516 46.8 408 29.6 518 45.0 405 25.9 618 45.0 405 Z 0anq 76 N 70.5 465 73.7 $8.7 62.6 398 50.3 485 54.9 390 44.1 485 4950 781 39.2 485 15.J JT0 J5.2 485 42.2 374 29.4 dB5 383 307 25.2 485 38.6 301 22.0 d65 ]8.2 J8] � �7 181. 65.2 441 68.0 367 64.3 57.7 370 46.6 441 50.8 372 40.8 441 45.4 366 36.2 441 41.6 380 32.6 441 38.7 356 27.2 441 3l9 349 23.3 441 33.1 348 20.d 441 32.7 345 11J ��00 In 42.4 332 43.8 295 35.4 37.0 289 30.3 332 32.3 284 28.6 332 28.8 280 23.6 332 26.1 276 21.2 332 24.1 272 17.7 372 21.3 260 15.2 77x IB.e 262 13.7 372 10.7 260 H C) ne901n 35.0 201 75.8 260 29.1 30.3 258 25.0 291 28.4 252 21.9 281 216 248 IBA 281 21.3 241 17.5 281 19.5 241 14.0 291 17.1 230 12.5 201 15.8 232 s- ¢ N O Z 10061 24.8 270 25.1 208 20.5 230 21.1 205 17.6 770 16.7 201 1550 230 10.2 198 OD 11IN 22.6 218 23.1 iB7 18.8 218 19.4 184 18.2 210 IB.a 1g1 14.1 218 11.9 IBB 90§� N 0 1201n 17.9 101 18.2 170 14.9 187 15.3 167 LU of X U N a 0 0 d - Z TABLE 9B m0 50 Anchor Capacity Table(Ibs ANCHOR CAPACITY ADJUSTMENT FORMULA: 0 /ANCHOR CAP. t 1- �+ ' 6ubslmlo: 2.71 Conareto 3.11Carom. HoOax Ch1U FIOad CMU PT WooO Metal (DP..))(1 1=ANCHORCAP.,,, 5/10'El- 1//'88 Elco 5110'Elco 114'.11121,0 1118 teel 012 Sleet 012 Steel `MULLION CAP.,b,,,,, Anchor Clip Patterns Anclor Typo: 31113'Elco Ultmcm 1H'Elco UlUecon Urama 3116'Elco toroom 114-Elan Ullman Aggregate UlUcan AggreGalor 81-(OS)Sclew(C5) Screw(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge DM.m e,MY 1• 2-u2' 1• 2-t/r 3.m 1' Zan' i• 2-1/2' 2' 3.1/8' 2' 0.46- 0.54' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embedment M 1314• 1-311' 1314' 1314• 2' 1.114' 1-114' 1414' 1-114' 1-1/4' 1-1/4' 2' 1318' 1318' %&a ACTUAL PRESSURE REQUIREMENT FOR THE as 2Amb@4.75'Min.O.C./Standard"Offset CIO(Fig.1k 390163 390163 4550 Ibs 890163 1644 ft 270IDs 280 Its 354103 740 Its 374 lbs 661 Ihs 946163 341 lbs 442163 560 ms OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Amines @ 1.15'Min.O.C./Glenda.)("Offset)Cllp(Fig.2): 480 lb. 700163 WA WA NIA WA 380 has WA WA WA WA WA 682 lbs BBS lb. 11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchone@3'Min.O.C./(2)235 AM%Clips I(Flg.3); 780 lbs 780 lbs 680 gas 1560 lbs 1896 lbs 540163 560 lba WA 760 Ls 748 ft 6801b. 1892 lb. 682103 8651ba 1120169 MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 Anchors @ 0.54'Min.O.C.I U0P,Inlo.100'Alum.(Fig.4): WA WA WA WA NIA WA WA WA N/A WA WA WA WA WA 050 lbs CAPACITY WHICH MAY BE USED TO QUALIFY 1 Amhorl F-Ctlp(Fig.5): 185 lbs 195 Ito 225 Ibs 445lbs 622169 1 1351bs 1401bs 177 Ibs 370169 1a71bs 37x 163 473163 170 ws .1169 xeg lbs ADDITIONAL ANCHOR OPTIONS FROM THE 2A.chas@ 1.15'60..O.CJ F12Ip(Fig.Gy.1 240 lbs 350 lb, WA WA NIA 1 WA 1901bB WA NIA WA WA WA 341163 4421bs 5801bs ANCHOR CAPACITY TABLE. RODUCTRBV1SED 4�ld4e {"o7(do /��tNo (f1FIGURE 1: FIGURE 2: TABLENOTES: -1'250• D1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. o Roduel Colltcul 5111771/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ,\�� LYNrV 4�� FIOURE3: � e' i 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250' �10ENSF •, .fa ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS Q'' • • • • CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 140.58705 `T BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND :r GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL .100• --U •' /ZQ (2' FIGURE4: FIGURE 5: FIGURE B: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE SATE J16 6053-T5 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND %'n�.'•,•F(OR(OP,.•'G\�� .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL 1.25'X 3.25'X.100' ��SSS'/ ICY +� Le Ea ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL, MULLION 77/ 0NM- . #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.LYNN MI Itt`�2,P.E. FL P.E.#58705 TA8LE10A Mullion capacity Table Qh Opening Wdth(lorvadically-spar4dng muUois)crOpening Hal ght((arhorizonfa spanNig 7ndliols) �� Q 54 to 60 in le in go in 90 in 100 in 120 in 1401n 160 in o 136 X 336 R4ctaagarar Trapifriang. Redangulaz NprTearg. Paatnn0 7ta,YTriang. Rectanoutar Trapridang. Roclangidar TWIN 11. Rectangotar T,.Wr"g. Ractnnguuiar TraP7dang. Rectangular Tip/Mang. Racf-if itar Ttap'Rla,g. 4 X 624 Loading Loading Loading Loading Loading Loading 4030'10 Loading Loading Loading Loading Lodding Loading Loading Loading Loading Loading Loading a A Mulllonba .„ .'�, � •E .. 85.., ., 9.. 8 '8,. •8 •' •5 •6 .'.. B•.. U.. 9 E,- 'S ,- 8 ii' spa u" aia a ao v u" $> $ o cae v ao a:7 Ira %� is.e v v ub va a., o.S 6 =. s.� n.g 4.e o 'u s sur se =a 5 .off E� s e s� � '1 Si sa _ a' �� a m f€ �� f �cY � 8a" $� $ae z $ � � � i �rc f€ 4r f8 d`�2 � �� $� Z 421n 170.01 620 1 110.0 435 170.0 744 170.0 478 170.0 668 170.0 506 USA992 110.0 519 170.0 His 170.0 $21 170.0 1240 170.0 521 170-0 1489 170.0 521 170.0 1735 170-0 621 170.0 1903 170.0 621 0 W 48tH 170.0 708 174.0 $24 570.0 850 170.0 3B4 770-0 992 170-0 634 170-0 1133 tr0.0 S61 170.0 1215 170.0 617 170.0 1417 170.0 680 170.0 1700 170,0 680 169,7 1919 110.0 680 U8.5 1919 170.0 650 LU LU 50.625 in 170.0 747 110.0 663 176.0 596 170.0 631 110.0 1015 170.0 684 170.0 HIS f70.0 723 110.0 1345 170.0 747 I70A 1491 t70A 1 156 170-0 1793 170.0 756 152.6 1877 176.0 766 133.5 1877 170.0 756 U) SS In 110.0 797 1 170.0 612 170.0 966 170.0 691 170.0 1116 170.0 754 170A 1275 170.0 803 110.0 1434 110.0 837 170.0 1591 170.0' 856 156.4 1759 170.0 861 134.1 1759 110.0 861 117.3 1759 110.0 861 LU O 0 Gel. UOA 685 flat 707 1794 1063 170-0 197 170.4 1214 176.0 e78 510.0 1411 iM.4 SU 161-1 1611 110.0 946 USA Citi 170.0 1033 120.8 1511 170.0 1063 103.6 1511 174.4 t8S3 90.6 1511 170.0 1963 N SO 117 671n 110.0 9]0 110.0 745 170.0 HIS 170.0 850 170.0 1302 170.0 910 156.6 1370 170.0 ISIS 139.2 1310 170.0 1076 126.3 1370 164.0 1082 t01A 1370 155.9 1072 69.5 1370 155.3 1010 78,3 1370 155.3 1070 W 661n 110.0 974 176.0 189 t10.0 1169 170.0 903 155.6 INS 170.0 1002 US 1245 155.6 ISO 121.1 1240 147.1 1000 108.9 1248 139.0 939 90.5 1248 D4A 978 77.8 1248 129.0 975 60.1 1248 129.0 976 (C/J �. •J 12 1s 187,8 1049 USA 878 139.9 1049 1602 892 119.9 1049 132.1 875 104.0 1049 119.1 860 932 1649 109.7 848 83.9 1049 102.7 838 MS 1049 943 825 Wit HAS 972 820 52A 1649 91.1 020 z --t 0 76(n 112.7 951 Id9.1 822 116.9 911 126.9 805 101.9 941 111.2 791 892 941 100-0 777 79.3 941 91.7 766 11,4 941 MS 757 59.5 941 77.6 7N 61.0 Sit 74.0 731 44.6 941 13.3 736 � � + �I11 tt� 'S 78 in 132A 693 137.6 783 110-0 694 It6.9 767 91.3 891 102.4 763 82.5 894 91.9 740 733 894 04.1 130 66.0 894 763 121 56A 8S4 70.7 707 47.1 894 6T.0 701 41.3 891 66.1 698 +� .- V 9010 069 671 00.7 $96 71.6 671 74.9 S85 81.4 671 65.3 575 53.7 671 59.2 S68 47.7 671 629 558 43.0 tilt 48.8 561 35.8 571 43.1 539 30.1 671 39.7 531 25.9 671 31.9 626 Z 04 Q O s6 In 70.5 590 12.8 527 69.0 590 61.1 618 50.6 591 63.4 509 44.3 590 I's 602 39] $90 43.0 494 35.1 590 39.6 188 29.5 590 11.7 477 25,3 590 31.5 469 22.1 590 29.0 465 •Q ,4,� aZ lost. 441 466 SOA 427 41A 465 d2.8 414 351 466 3T.1 408 31.1 466 32.9 402 27.6 466 29.7 396 24.9 466 27.1 391 7701 466 23A 302 17.8 465 212 376 15.5 ASS 19.6 370 1171) IS) 0C)�O Min 46.0 411 46.1 400 30.2 441 39.3 393 32.7 441 34.1 387 28.6 441 30.2 382 25A 441 27.2 376 22.9 441 24.9' 312 19.1 441 21.6 363 16.4 441 193 356 H.3 441 11.9 351 W M 1201n 36.1 318 35.9 344 362 376 31.0 339 25.9 378 25.8 334 22.1 378 2LT 329 20.1 378 213 325 18.1 378 19.5 321 13.1 378 16.7 3U LY x ix fu in 25.0 262 212 242 17-5 2621 17.8 239 11.O 262 15.3 236 04 Q TABLE10B AnchorCapaclty Table ON) Z.O o ANCHOR CAPACITY ADJUSTMENT FORMULA: -6 D"md' !! Suosbal0 2.7k Comma 361cC4nc. ficilowOdll Fi9edCIti PTWcod I4etat (OF ANCHOR CHORCAP.,,,,,,,,,}_ANCHORCAP._ 5110'Elco 1/4•SS Eka 910'Eko 1/4•SS Elco #10 Sled 012 Sleel 012 Steel `MULLION CAP.,,,,,,,,,I AnchorClipPattema Anchor 700 3+1s•ElcouOram v4'EkoOnracon Onracon 3"16'Etc ounm:m v4•Ek0un2con Aggrct3elOr UOrdcon Ag}RGafa 8trew(W)screw(O5) Screw(M) USE THIS FORMULA TO OBTAIN THE*ANCHOR Edge Ge(arceon) 1- 2.1/2' 1^ 2-02' ave• I• 2-112' 1. 2•102' 1 2' 3.1W 2' 0.46• o.e4• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Emtednent n 1314• 13x4' 13/4• 1374• z• 1.713• 1-174' 1-1/4• t-ItUWE, 1-174' r I-va. IITS' vafas ACTUAL PRESSURE REQUIREMENT FOR THE 2 AnOmR®417 L8n O.O./SIeI14ad aO�el Ctlp(Flg.I)' WDM 3m IM 450105 6004n 7645IDS 270ros 1m gx ibi los :411 6618x 956 Ra 341 IDS 442106 ffA 06 OPENING,WHEN IT IS LOWER THAN THE MULLION 4ArYaas®1.IVMln O.C.ISImWrd(a016et)COp(9g.2T 483@5 700 Ile N/A ILIA N/A RIA 3800n ILIA IdA ILIA MISS 086111; IIMIDs CAPACITY(FROM THE TABLE)OF THE SELECTED 4ArcM(s�3'Iain.O.C./Etj tab ArgleCnps/(Flg.3) Tm lin leo ro; 6m ins 15m los Im61bs SfOros 660 as 141-0 emits 185r2IDS 882IDs BSS IDS tt231av MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Archas®0.65'1AIn.O.C./UCOp,0llo.t00'Arun.(Fig 4) IIIA WA 111-0 ILIA R/A II/A WA IIIA ILIA ILIA RIA WA 653losCAPACITY WHICH MAY BE USED TO QUALIFY t Archon FCSp(Fig6T 105los 195Its 2251os 445 me 8221116 135 ros too IDS 1771n 332 Xn 473163 tT01os 221106 2841bs ADDITIONAL ANCHOR OPTIONS FROM THE 2 MOW 01.10'6(In O,CJ FC6 g6) 2501bs 350Ics nrA wA EUA WA Igo IDS N/A ?IPA ?UA 351166 a4z lbs I 1rc ANCHOR CAPACITY TABLE. PRODUCT REVISED ugdla SYavlth the Fior7da ft FIGURE 1: FIGURE 2 TABLE NOTES: 1.250' 010t)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION mad-d Pro3ucl Cartrn ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. \Ill fill/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OROPENINGWIDTHS ISAL.LOWABLE. ``�a ONY1.NN�fl1111/ FIGURE 3: .••"••... ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 3.250' Q�.•'' \GC-NSyr''•�fifi f CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS �1.;• '.•yf BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C_-0.WOOD SHALL 624` %73•'•, BE PRESSURE-TREATED YELLOW SOUTHERN PINE W ITH AN SG OF 0.55.ALUMINUM SHALL BE -_L (� STATE OF �((/ ! 6063-T5ANDBEAMINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND % C•''•.;et0RION•��` G e .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL s •••••' ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 135'X 3.25'X.824' rrr�s�©IVAL as a « #10&#12 ANCHORS INTO WOOD MAYBE STEEL,1"S,S,OR 410 S.S. MULLION A.LYNN IMIL.(.91i,P.E. FL P.E.#58705 TABLE 11A m6, �N C Mulllon Capacity Table pbertP) Opening Wdth(forwRically-spanning ml8lons)or Opening Haight(forhodzortaltyspenning mullions) � 50 in 601n 7o In Col. 90 in login 120 In 140 6, 160 in d6 O 116%3.94 ReclargWer TrapTdong. Reclangulaz Trep/rd. Roclangotal T1.0nang. Italian Trep�rriang. Racmngular TrapRriang. Roclangular Tnpn'rnng. fteclang3lar TnpTdang. Rauenguter Tnprrd no. Reclanguler TrepTriang. Rg Loading L 11.1 Loading Loading Loading Loading Lood ij Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Landing oz 2 U %.821 Alum.Tube S .� ,5 .�.. .� �i.. .n .S .ii .' .. S 'S., 'b 'S8 5 'S € 'u�„ .� .� .. .g .S Mullion u RS- a o a S a qS a 8 $ oS a 8@8@ aOR u N p�. S^ R @ ;° @. @, is u v u g v u` u? v 55 = u e u u o g v v g v v u u u 6 u i3 B u v 4 8 m $a %a s'� o e g'o e s 35 _ 9 s` a 3a g so 3� `� � s (1) w " f'� $rc @" d'A 0 I(-A d2 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 110.0 619 170.0 1116 170.0 621 170.0 1240 170.0 521 170.01 1488 110.0 521 110.0 1135 17O.Oj 521 170.0 1987 1 170,0 521 J 113 481. 170.0 700 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 110.0 1275 170.0 677 170.0 1 170.0 680 170.0 1700 170.0 680 170.0 1983 170,0 680 170.0 2261 170.0 660 J W 417 7 = 50.6256, 110.0 747 170.0 563 INA 696 170.0 631 170.0 1076 1T0.0 684 170.0 1195 170.0 723 170.0 1315 170.0 747 170.0 1491 17D.Q 756 170.0 7781 170.0 756 770.0 2092 170.0 756 170.0 2]91 170.0 756 � �A 0 o 611n 170.0 797 170.0 612 110.0 956 INA 691 170.0 1116 170.0 754 ROA 1275 170.0 603 170.0 1434 110.0 837 170.0 1694 170,0 856 170.0 1913 170.0 061 170.0 2231 170.0 Set 160.2 2403 170.0 861 ca p O 60 in 170.0 685 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1694 110.0 996 170.0 IT/1 170.0, 1037 170.0 2125 170.0 1063 146.3 2163 1700 1063 129.9 2163 170.0 10fi3 co J 631. 170.0 930 170.0 745 1700 1116 170.0 850 170.0 1302 170.0 910 170.0 1489 170.0 1015 170.0 1673 170.0 1076 170.0 1859 170.0 1122 156.9 2060 110.0 1169 134.5 2060 170.0 1171 117.7 2060 170.0 1171 W w 66 In 170.0 974 170.0 789 170A 1169 170.0 903 170.0 1364 1700 t002 170.0 1550 110.0 We 1TBA 1753 MA 1155 170.0 1948 170.0, 7210 143.0 1966 170.0 1275 122.6 1956 170.0 1266 107.2 1966 1700 Me z �9� m a � 721n 170.0 1063 110.0 070 170.0 1215 170.0 1009 IT0.0 1188 170,0 1126 170.0 1700 170.0 1228 151.1 1731 170.0 1315 138.7 1731 169.8 1386 115.6 173! 155.9 1361 99.1 7734 150.4 1352 06.7 1734 150.2 1752 � _-Jj ss W o T61n 170.0 1123 170.0 977 170.0 131fi 170.0 1080 168.5 1556 170.0 1209 147.4 1556 165.2 1289 131.1 1556 151.5 1266 117.9 1556 141.3 1251 98.3 1556 128.3 1279 81.2 1556 122.3 1219 73.7 1556 121.2 7216 J g U Z g 781. 170.0 1151 170.0 967 170.0 1381 170.0 1116 155.9 1417 169.3 5245 136.4 1471 152.0 1224 121.2 1471 139.1 1206 109.1 1477 129.5 1191 90.9 1477 116.9 1169 77.9 1477 110.8 1158 68.2 1471 109.3 1154 Q V' 901, 142.0 1110 146,5 986 118.4 1110 123.9 968 101.5 1110 107,9 951 80.8 1110 96.3 936 76.9 life 87.6 922 71.0 life ea.? 910 59.2 1110 71.3 891 50.7 1110 65.6 878 dd.d 1110 62.7 870 1- � Q N O Z 96in 111.0 975 120.] 872 97.6 975 101.5 856 87.6 975 88.7 842 13.2 975 78.5 829 65.0 975 71.2 017 58.6 975 65,4 B0T 48.8 975 57.4 789 11.0 975 52.3 776 36.6 975 49.3 767 FQ-, )(9Z W O 108 In 822 771 87.0 69fi 60.5 771 70,7 111 11 771 61.3 674 61,1 711 54.3 664 46.7 Tit 19,0 655 41.1 771 41.9. 641 34.3 771 30.9 632 29.4 T71 35.0 621 267 771 32A 612 N I� Bo�`- 1111n 75.7 730 77.3 601 63.1 730 65.0 650 54.1 730 56.3 640 47.3 730 49.9 031 42.1 730 45.0 622 37.9 730 41.1�i 614 31.5 730 35.6 600 U.0 Il0 71.9 589 17.7 130 295 set W CO 120 in 59.9 624 61.0 669 49.9 624 511 560 42.9 624 44.3 552 37.5 624 39.2 Sod 303 624 363 537 30.0 627 32.2 571 25.0 624 27.7 519 21.4 621 24.6 509 18.7 621 22.5 601 x F 144 in 34.7 433 35,1 400 20.9 437 29.1 395 24.8 433 25A 390 21.7 433 22.1 785 79.3 473 20.0 381 17.3 473 18.2 376 C) N Q 0 0 Q � Z d m O 6:0 TABLE 11B ANCHOR CAPACITY ADJUSTMENT FORMULA: AnchorCapaclty Table(lbs) ANCHOR CAP.,m,,,,... Su0s12te 2.7kCortrele 35KCOnc. HdIOWCLIU FWCdCLIU PT Wood I.lud (DP,)X( )=ANCHOR CAP.,,, 5"6'Elco 1/d'IS Ek 61 5116&MAC82lbs S Elco Ni0 SIeel N12SIcel 6,12 Steel MULLION CAP.,,,.,,,,,., AnchorCllp Patteme Ancnm Type ale ElcouOrecbn 1/4•EkoURmcon Unm con We Elco Unman v4•I:koUOmew Aggeefal" UgeWlor StMW(G5)Ser (05) Screa(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Eage aStarceOnJ t• 2-112' f• 2.112' &Ire' P 2.112' 1' 2-11r 2 32' 0.48' 0.64• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Emuemlrnt n' 1314' 1314' 1314' 13'4' 2' 1-114' 1414' 1.114" i-U4' 1-114' 12' 13/8• 138' fetes ACTUAL PRESSURE REQUIREMENT FOR THE 2 AnchlorsQ4.75Mln O.C. Standard or O:sel COP 09.1) 300105 390 me 450 lbs Goo 1644 lbs 270109 200 Its 354109 740 lbs 374105 666188 541 ID9 4d21Ds 560 m3 OPENING,WHEN RIS LOWER THAN THE MULLION d ArchOrd®7.15'LIm O.C./Smr�m(or OliseO COp(Flg.2) 480lbs 70D!be WA M 11/A IIIA 30010. I1/A ?VA IIIA A 682ms 8851be 1120 Its CAPACITY(FROM THE TABLE)OF THE SELECTED 4Anchor9QYldln.D,C,/(2)2.(5ArgleCOps/(Rg.3) 780165 7BO Ms 68010s 15M Ibs 1696lbs 610lb, 560 IIs IUA 780118 748lbs 8092 Ito 6B21Ds 865 Its 7120 ne MULL ION.IT WILL YIELD A MINIMUM ANCHOR 4ArctoR®0.54'MIn.O.C.I ULBp,Int0.100'Alum.ft IUA IUA IUA IUA IUA tIfA IUA 7UA IUA IIIA 7IUA H/A IUA 1267 lbs CAPACITY WHICH MAY BE USED TO QUALIFY 1Arctor7FLOP(Flg 57195Os195t 775103445tos 822118 135 ms 14070. 177Ns 370166 187109 333166 170 m9 22116. 280 tab ADDITIONAL ANCHOR OPTIONS FROM THE2 AnctprsQ 1.15I,Ilrt O.0/FLOP(Fl06)' 210 TDs 350165 IIIA IUA IIIA IHA 100lb8 IIIA tUA RIA IIUA 311 IM 442lb6 560IDs ANCHOR CAPACITY TABLE. PRODf1CTRBVISED a9 wmplyfn8 with the Florida Buildln80odc �r- Z1250" Acoep�w No CJ.d FIGURE 1: FIGURE 2: TABLE NOTES: • • BY 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION lam) ode Pro uc Control ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. \\\\\111 111 f 4j11 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: `�\�'��''�\GENSF•'•�F� �� ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3 `2';' '•, �C CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS _ %� ND.58705 - BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ IN PAIRS. �� 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND -'O �`( !S tU- FIGURE 4: FIGURE 6: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL :;AU�• tTE ON �� BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE4" COIi1D6063-T5 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND CCS C\� • .045"THICK 18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36.ALL • O O • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ,/1 r1 S�nN�L 910&912 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 1.25'X 3.04'X.824' A.LYNN MILLER,P.E. • MULLION FL P.E.#58705 TABLEI2A Mullion Capacity Table ibs/R7 ® �p1� Opening Width(for ferticaly-sperm g mUllons)or Opening Height(for horizontally-spanning mtlllons) 50 in Sol. 701n 601n Bain fo05n 120 in 14 In 168W yyy�777 R. < 33 cs O R«len{Aler Tropl7Non9• ReNanDWar Trop'Mang. Ractangulu TrapRdag. Reclen9Uor TroplTdan9• fl«tangula TropRdong. RaclangUar Trop/7da1g- R«Wngular 7rapl9lang. Rectan9Wer TrapRdarg. R«tengular 77ep/fdeng. B o F 2X41(.26 Lcedrlg Loadng Loadng Loading Loading Loadna Loading Loadna Loafing Loadng Loading Loafing Loading Loadng Loading Loading Loading Loading o: a ou Alum.Tube u i Mullion {yg� A� � gB a £ g yF§ s • � g � F� .� , d 8 0 O^ � �^ d d 643 8 o 649 6 649^ 649 cT t9 t3 8 �^ 648 O o 8 643 8 8 � 644 � t9 643� 8 8 N g s� s s$ sI 111 s& §� s• § §� s §� >• §� s s� r §� IS s� s co a �� o f� s s rc s .rc s� E Z a W 421n 170.0 620 170.0 475 170.0 744 170.0 170 170.0 868 170.0 1506 170.0 992 170.0 519 170.0 1118 170.0 621 170.0 1240 .170.0 521 170.0 1188 170.01 621 170.0 1715 170.0 521 170.0 1807 170.0 521 O 481n 170.0 708 170.0 524 170.0 850 170.0 SU 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 877 170.0 1417 170.0 660 170.0 1700 170.0 600 1 170.0 1983 170.0 880 170.0 2267 170.0 680 50.625 In 170.0 747 170.0 563 170.0 8% 170.0 531 170.0 1046 170.0 664 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1404 ;170.0 756 170.0 1791 170.0 756 110.0 2092 170.0 756 170.0 2391 170.0 756 2 0'g 64 In 170.0 797 170.0 612 170.0 SW 170.0 691 170.0 Hifi 170.0 754 170.0 1276 170.0 603 170.0 1434 170.0 077 170.0 1594 170.0 BSG 170.0 1913 170.0 661 170.0 2231 170.0 661 170.0 2550 170.0 861 tM O 0 601n 170.0 085 170.0 701 170.0 1061 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170.0 99fi 170.0 1771 •170.0 103] 170.0 2125 170.0 1063 170.0 2479 170.0 1063 180.8 26W 170.0 1063 m C9 7n 831n 170.0 930 170.0 745 170.0 1116 170.0 050 170.0 1302 170,0 940 170.0 1488 170.0 1015 170.0 1673 170A 1070 170.0 1859 !170.0 1122 170.0 2231 170.0 1189 168.7 2553 170.0 1171 145.9 2553 170.0 1171 � WIn 170.0 074 170.0 709 170.0 1169 170.0 90.7 170.0 1364 170.0 1002 170.0 15% 170.0 1686 170.0 1753 170.0 1165 170.0 1949 170.0 1210 170.0 2338 170.0 1275 151.9 2437 170.0 1288 132.0 2437 170.0 1280 72N 170.0 1063 170.0 078 170.0 1216 170.0 1009 170.0 1188 170.0 1128 170.0 1700 170.0 1278 170.0 7017 170.0 1315 170.0 2125 170.0 1387 145.6 2I& 170.0 1188 121.8 2104 170.0 1528 108.2 21& 170.0 1570 ? TB In 170.0 1172 170.0 937 170.0 1316 770.0 1080 170.0 1570 170.0 1209 170.0 1784 170.0 1122 165.1 1960 770.0 1421 148.8 1860 170.0 1505 123.8 1960 181.6 15111 108.1 1960 154.0 1575 92.9 11160 152.7 15]1 d $� aZ f 761. 170.0 1151 jj 170.0 1361 170.0 1118 170.0 1811 170.0 1250 170.0 1842 170.0 1369 152.7 1861 INA 1474 137A 1861 163.1 1500 114.5 1861 147.7 1473 98.2 1Set 139.8 1458 65.9 1861 137.6 1454 Q U)ddd � Do In 170.0 1328 148.1 1398 158.0 1219 127.0 1388 178.0 1190 111.0 1398 121.3 7118 88.6 1396 110.2 1162 89.5 1398 101.0 1117 71.5 1398 09.8 1122 83.9 1390 82.7 1105 55.9 1398 70.8 1086 Z 96 In 111.1 1229 122.8 1228 127.8 1079 105.3 1229 111.2 1081 92. 1229 98.8 101! 81.9 1229 09.8 1028 77,7 1?29 024 iDl6 61.4 1229 72.2 O9] 62.7 1719 65.9 077 16.1 1228 62.1 Bel Fa-• � Z � � 1081n 101.6 071 86.3 971 88.0 062 74.0 871 77.2 019 84.7 971 60.4 077 57.5 871 61.8 025 51.8 BTI 58.5 816 47.1 971 19.0 796 37.0 871 64.0 782 32,1 971 40.8 771 v) NO�6'r 1111n 95.! 919 78.5 BIB 81.8 619 88.1 919 70.9 806 59. 910 92.8 794 57.0 919 58.7 784 47.7 919 51.0 774 38.7 919 11.8 766 14.1 919 40.2 142 28.8 919 37.1 732 W X 120In 75.5 786 62.9 786 04.5 705 539 786 55.6 695 47.2 786 49.4 688 41.9 786 MA 877 77.7 708 48.5 608 31.5 788 31.8 65] 27.0 708 31.0 841 23.6 786 28A qi •d 7n U) l4 In 43.7 546 36.4 518 37.0 498 11.2 548 3f.B 191 27.3 546 282 485 21.1 548 23.3 179 21.8 648 22.8 47! 16.2 648 18.5 1(54 15.6 616 172 155 13.7 548 17.5 418 („) N Q O O Z TABLE 12B ANCHOR CAPACITY ADJUSTMENT FORMULA: IL 2 m0 Anchor Capaelty Table(Iti fY mo ANCHOR CAP.,,�,, � Subslrata 2330 mte 35kCc. Hr8owCMIJ FWedCMU PTWood Ideal (Df,,,)X( )=ANCHOR CAP.,,, &-�� Y19,Elco V4'SS Elco Y164 Eke 111'SS Eke Nt0 Slat! 912SIeel 912 SleeI MULLION CAP., ,,a, Anchor Clip Patterns ancna type: a164 Eroo unrsm 1!'Elcounmcoo urmcce 3'164Elcounracm i14'Eko Un2con AggreOalar ultracon Aggrecator Scn:w(c,6)Scrar(G5) ScfcW(G5) USE THIS FORMULA TO OBTAIN THE*ANCHOR Edge OI41arce(In) 1' 2.112' 1" 241T 3.16' 1• 2412' 1' 2-12' r 3-11x' 2' 0.46' 0.64' 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN Embednml on) LVr taro• talo' lam' r 1-14' 1-714' 1414' 1-114' 1.114' 1-1/4' 7 lye• 146• rules ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchor 4.75'Min O.C.I Slaslad or Oftel Clip(FIg.192X 390 IDs 390105 450 as 890105 169IDS 2701bs 280 Iw 351016 7401Da 374IDS 661108 046 WS 311 IDs 442106 560 lbs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Amn=®2.68'Inln O.C.I SlaldaN(a Onset)Clip(Fig 31 740 ms 7405tH 6301Ds t465 IDS 1424 as NIA 500 fm IUA 095lbs 141A OwLt!- IVA 682lbs 865 IDS 1120 IDS CAPACITY(FROM THE TABLE)OF THE SELECTED 6ArchorS®1.71'Min O.0/Staldam(a Ornsel)C6p(Fig,4y 885 IDs 0501 776 DS 1946 IDS II/A IIIA 105 I N/A 7991Ds IIIA IVA WA 10221Rt tan IDS 161.0ID3 MULLION.IT WILL YIELDAMINIMUM ANCHOR 4Arcrois®3'MIH.O.C.I(4 2t5Argle Cups 109 6y 780 N9 7 09 6801Ds 15M Ibs INS Lbs Dibs 660 IDS IVA 7601b^s 748 IDs ISM Me 187¢159 6B21bs 605 RB 1121106 CAPACITY WHICH MAY BE USED TO QUALIFY 6A.0hom®3't.Im.O.C./(2)245Argie Cilps/09.6y 1170109 1170156 1020106 2340 Ili 2844 lbs Bi bs 0401M IIIA 1140 Na 1122109 ' 1320 IDS 2838 IDs 1022103 13271Ds IG60lm ADDITIONAL ANCHOR OPTIONS FROM THE 3Arctnrs®1.349am.O.C.I U4)Op•Into.125'Alum.(Fig 7y IIIA IUA IUA IUA IIIA NLA IUA VA WA IUA IUA IUA II/A IVA 10731 ANCHOR CAPACITY TABLE BD BAmhom@0.61'1.1In.O.C./UC]l•Inio.125'Num.(FIg.6y IIIA IUA IIIA IVA NIA IIIA IUA IIIA IVA IVA IUA IUA IIIA ;VA 21 IDs FRODUCfRBy1 the 2AmtO ®268'Min O.CJ F�Ilp(Rg Oy 3701Ds 3701D6 3151bs 743105 712106 11/A 200 Im NIA 348106 IIIA 440IOB IIIA 341106 44210s f50103 ss C diag Dd 1NIh the Fkdde. Bugdlog Ooda 3Archas411,7t•I,IIn.O.CJF121p(F7g.10y 443109 525106 379 lot 073106 NIA NLA 353106 IIIA 3901bs N/A IVA IVA 611 IM 664M 010., oocptanco NO O NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. I opDm' Zp CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE I: FIGURE 2: FIGURE 3: FIGURE 4: 2.000" lemi ade Product Contrail • • • • • • TABLE NOTES: t1lllillll//I . • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR `\�� ON •//z� • • • • • GENERAL INSTALLATION METHODS. ��,••'�TGENSF '•.FAQ FIGURES: FIGURES: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ••-i4 4.000^ Z -11 NO 58705 • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN •250" _ } _ • • • • FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. :�'SLATE O�5,;•�w� FIGURE 7: FIGURE B: FIGURE 9: FIGURE 10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT 'C'C�.•'•.,F{ORIDg;•' ('j�� :: : • : (FIGURES 566) (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 2'X 4-X.25'MULLION �5 �ONA- 33 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A.L ,......ILLERP.E IN PAIRS. . THREADS BEYOND THE MATERIAL.410&412 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. Fl P.E,4 LER, TABLE 13A Mullion Capacity Table Ib9At2 uo Y Opening Width(for 1eNcally-sparring mullions)or Opening Height(far horizonta9Vsparrirg mullions) 601n 601n 701. 801. 901n t001n 1201n 1401. 1601n IN Reclnguler TrepRdeng• RoclengWer TrepRdanB- Reclenguler TiepRdang. RolongrlarTrep/Td.nB- ReolengulerTreprTdmg. ReclengWerTrepRdeng. Ractanguler Trep7Tdm10. Raclenguler TieplTdetg. Raclenguler Trep7Tdsne. � 2X6%.26 LoadingLoading LoadingLoading1.46.0 Loading Loading Leading Loading Laadng Loadrg LoadnO Lcadug Loedrg LoadingL.oadn0 Loading Loading Alum.Tube vF o.. i z.. q.. t• D FO c.. a z 'ate .. .. •U .. •uF .-. 'c� v.-, i ... c ,-. F �c� v a H 13 a C1`1 Mahan tai a �a a x €a ." 13 13 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 888 170.0 506 170.0 892 170.0 518 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1188 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 521 L 48 H 170.0 708 170.0 524 170.0 850 170.0 584 170.0 902 170.0 830 170.0 1133 170.0 661 170.0 1275 170.0 877 170.0 1117 170.0 600 170.0 1700 170.0 880 170,0 1883 170.0 880 170.0 2267 170.0 680 ? _ 60.625 In 170.0 747 170.0 583 170.0 888 170.0 631 170.0 1048 170.0 684 170.0 1105 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1783 170.0 756 170.0 2082 170.0 756 170.0 2391 170.0 756 2 tr rn '3 o 541. 170.0 797 170.0 612 170.0 858 170.0 691 170.0 1118 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 817 170.0 1594 '170.0 856 170.0 1913 170.0 601 170.0 2231 17gO 881 170.0 2550 170.0 881 m C 601. 170.0 865 170.0 701 170.0 1083 170.0 707 170.0 1240 170,0 878 170.0 1117 170.0 BM 170.0 1584 170.0 898 170.0 1771 .170.0 1033 170.0 2125 170.0 1061 170.0 2478 170.0 1063 170.0 2833 170.0 1083 ((0 J 631n 170.0 830 170.0 745 170.0 1116 170.0 650 170.0 1302 170.0 040 170.0 1488 170.0 1015 170.0 1673 170.0 1078 170.0 1659 170.0 1122 170.0 2231 170.0 1169 170.0 2803 170.0 1171 170.0 2075 170.0 1171 2 {, 681n 170.0 974 170.0 788 170.0 1169 170.0 903[170.0 1381 170.0 1002 170.0 ISM 170.0 1088 170.0 1753 170.0 1155 170.0 1948 170.0 1210 170.0 2338 170.0 1275 170.0 2727 170.0 1286 170.0 3117 170.0 1288 z Fcn 72N 170.0 1081 170.0 876 170.0 1275 170.0 1008 1188 170.0 1128 170.0 1700 170.0 1278 170.0 1813 110.0 1315 170.0 2125 170.0 1387 170.0 2.150 170.0 1186 170.0 2875 170.0 1529 170.0 3100 170.0 1530 (,�. 781. 170.0 1122 170.0 037 170.0 1318 170.0 1080 1570 170.0 1209 170.0 1704 170.0 1322 170.0 2018 170.0 1421 170.0 2243 170.0 1505 170.0 2892 170.0 1828 170.0 3140 170.0 1694 170.0 3588 170.0 1705 0. RZ E 781. 170.0 1151 170.0 967 170.0 1381 170.0 1118 1811 170.0 1250 170.0 1842 170.0 1389 110.0 2072 170,0 1474 170.0 2302 170.0 1564 170.0 2763 170.0 1100 170.0 3223 170.0 1777 170.0 36M 170.0 1796 -al 5 F J _ BON 170.0 IY26 170.0 1141 170.0 1591 170.0 13M 1858 170.0 1488 170.0 2125 170.0 1653 170.0 2381 170.0 1783 170.0 2858 170.0 1818 170.0 3168 170.0 2125 158.0 3411 170.0 2273 136.5 3413 170.0 2381 Qj Z 90 In 170.0 1417 17oO 1232 170.0 17zz 00 170.0 1434 ISM 110.0 ISM 170.0 2287 170.0 1784 170.0 2550 170.0 1852 170.0 2833 170.0 2095 180.0 3189 170.0 2338 137,1 3199 168.8 2470 120.0 3199 15&1 2428 h 00O0 H1081n 170.0 1591 170.0 1409 170.0 1813 170.0 1847 2231 170.0 1870 170.0 2550 170,0 2078 164.8 2781 170.0 2271 148.3 2781 181.8 2333 123.6 2781 140.4 2251 105.8 2781 125.8 2234 82.7 2761 11&0 2190 nNIII In 170.0 1638 170.0 1454 170.0 ISM 170.0 1700 2293 170.0 1032 170.0 2021 170.0 2118 151.8 2632 1823 2245 130.6 2832 148.4 2216 113.8 2832 126.1 2188 87.6 2812 115.1 2128 85.4 2632 108.3 2098 LLI xj1201. 170.0 1771 170.0 1588 170.0 2125 170.0 1858 2252 158.8 1981 115.1 2252 111.4 1884 120.1 2252 127.2 1938 108.1 2252 118.1 1815 BD.1 2252 BB.e 1872 77.2 2252 88.0 1838 67.8 2262 81.1 f808 ♦•- X 1M N 125.1 1564 128.8 1445 104.3 1564 106.1 1425 1561 81.5 1107 762 158{ 80.7 1380 68.5 1584 72.3 1373 628 1561 85.7 1358 521 1564 56.0 q30 44.7 1561 48.2 1305 30.1 I. M.1 1283 Q N Q Z TABLE 13B ANCHOR CAPACITY ADJUSTMENT FORMULA: g Anchor Capacity Table bs ANCHOR CAP.,,,�,o, SUMlmle: 2.7K Comrele 3.5k Conn. Ho.Sow CAW Feted CAN PT Wood Metal (DP,)X( )=ANCHOR CAP.,„ 5/18'Eko 114'SS Eko 5116'Elco 114•SS Eko 1110 61ee1 1112 Steel 612 Sled MULLION CAP.,,�,„�.,s Anchor Clip Patterns Anchor rypg 3116'Eko Ul6econ tl4•Elco ul0acm Erman 3116'Eko UlOacon 114•Eko UNecm Appremlar Wtmcon Aggreaelor 6eom(05)Scmw(05) sinew(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge gsleme(Inn 1• 2.10 1• 2-122• 3.1/8• 1• 2-10 1' 2.11• 2' 3.118' 2' 0.48• 0.54' 0.328• CAPACITY REQUIRED'CORRESPONDING TO AN EmtKWnen!6227 1314' 1.314' 1.314' 1-314• 2• 1-114' 1.174' 1.174' 1.114' 1-1/4' 1-114' z' 1318• 7-316' woes ACTUAL PRESSURE REQUIREMENT FOR THE 2Arghof3@4.75•MID.O.C./Slandrd or Offset CUP(Fig.162): 3901bs 390lbs 450166 690 lbs 1644 lbs 2701M 28016. 354 lb. 74015. 3741M 66416. 946 to, 3411;. 442 On 580tbs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors @ 6.68'Alin.0.0.!Slandad(or08sel)Cliip(fig.3): 7801M 7801be 800 IM 1780[be 3232 IM 540 IM 5601M 706lbe 1480[be 7481" 12721" 18921M 6821" 685[be 112016. CAPACITY(FROM THE TABLE)OF THE SELECTED 8Anchors@IJI'MIn.O.C./Slmderd W06sel)C6p(Fig.41 11901M 140016v 10101W 25951M WA WA 9401" WA toes IM WA WA WA 1383 We 17701" 2240 lbs MULLION.IT WILL YIELDAMINIMUM ANCHOR 4 A..rars @ 3'MIn.O.C.1(2)2x5 Angle Dips/(FIB.6): 780 IM 780164 680 lbs 156016. 1888 We 540 lbs 560 lbs WA 7601" 748[be OW lies 189211m 682 lbs 885 lbs 112016. CAPACITY WHICH MAY BE USED TO QUALIFY 6 Anchms@3•Min.O.C.1(2)2x5 Angle Ceps l(Fig.O7 1560 lbs I%Olb3 1360@. 31201M 3702[be 1080[be 1120 The WA 1520 IM 1496@. 17601b3 3764lbe, i363iM 1770168 2240ms ADDITIONAL ANCHOR OPTIONS FROM THE 12 AnoMrs@1.5'MIn.O.C.1(2)245 Angle Dips l".7): 180016. 2100 lbs 1440 lbs 3780 lbs WA NTA 1320 lb. WA 15001M WA WA WA 20451" 2054 IM 3360 b; ANCHOR CAPACITY TABLE. ROMICTRBVISED 4 Amhara@1.34'MIn.O.C.I UCIIp.Into.12V Alum.(Fig.8): WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 1630lbs COMI*ll Wltb the Plodda 8 AmMrs@0.64•ME..O.C.1 lLOfp,Into.125'Alum.(Fig.B}: WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 2881168 1�2.000'--i Opolag Cbdo '-i1AO�/'t 2 A.Mrs®4.W MI..O.CJ F-Clip(Fig.10): 3901" 3901M 4501" 8901M 18161M 2701" 28016. 3541" 74016. 3741" 8781;. 946Ibs 3411" 4421" 5601" 4o0eplanw NO .L.1 V 4AmMm@ 1.71'Mfn.O.CJF-Cllp(F1g.117 5%[be 11101;8 5050. 1290lbs WA WA 4701" WA H37lbs WA .WA WA 6821" 80 lbs 11201M250Dale ' NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: y•.tiami Dade ProduU Conno FIGURE 1: FIGURE.2: FIGURE 3: FIGURE 4: FIGURE e: FIGURES:FIGURE 10: FIGURE 11: 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON • • • • • • • • • LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. \�� ( •/(( �i� • • • :,t��.•';GEMSF•''.F'0. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 6.000' `2: '•){ ' • • • • • • • • , • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS =1: N0.58705 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON FIGURE 5: FIGURE 6: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE z(�/f, q U./� • • • • • • ••• • CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED %Ao'•� S-[A - FS•'•�V� (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL BE PRESSURE-TREATED .c� '•.,A,LORIOS` ��r\ • • • • • • • • 5-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 606375 AND BE A MINIMUM OF,125' ��,FS L?. • . • • • • • • MUST BE THICK.STEEL STUDS TO BEAMINIMUM GRADE 33AND.045-THICK(18 GAUGE).STRUCTURAL STEEL TO PAIRS. BEAT LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2'X e•X.25• A.LYNN b1hLLER,P.E. THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION FL P.E.#58705 TABLE 14A ®�H RF Mullion Capacity Table lbsfie Opening W idlh(for vertically-spam'ing mllllons)or Opening Haight(for hodz i ntaly-spaming mUllorts) 601. Be in 701n 801n I 1n too In 1201n 1401n 1601n �� O Reclangular Tre{VTdang. Rectangular TrapTnarq. Rectangular Tmpfrderg. Rectangular Traprrdang. Rectangular Tra"ang. Rectangular �Taprrdmg. Rmla.gulan Trepfriang. Rectangular TrepTd.m. Rafe.gutar Treprrde.g. o po 1.28"x2.11" Lo�in9 Loadlrt�ggL Loaaln8g. $.Loading Loading '16a�L-Eng nSg $LmdIg Loading Loading Loadtrg Loading Leading Coming Loafing Loadng Looting Loafing -.-4 = O .9 1 Eel x.125"Mullin � tS�" t3 � �' 0 � i7 3 �' � c� `�" C4 Tube Mull B B H G � aim 421n 144.2 528 167.0 425 120.2 52e 148.8 419 103.0 626 138.9 414 90.1 628 134.8 411 80.1 526 134.1 411 721 528 1134.1 411 60.1 528 134.1 411 51.5 526 134.1 411 45.1 526 134.1 411 J 481n 96.5 403 10&0 333 60.5 403 94.7 325 69.0 403 80.4 320 60.4 403 81.4 317 53.7 403 79.1 315 48.3 403 70.6 314 40.3 403 78.6 314 345 403 78.6 314 30.2 403 78.6 314 J 11J 7 60.625 in 823 362 91.0 t20.3 362 79.3 294 598 362 71.9 289 51.5 352 67.2 28S 45.7 362 84.6 284 41.2 362 .63 283 34.3 362 63.6 293 20A 362 63.6 283 25.7 362 636 283 64 in 67.6 316 74.1 310 6q.2 261 48.6 316 51.7 256 424 318 63.5 253 37,7 318 50.8 250 33.9 318 49.5 249 28.3 316 49.1 24B 24.2 318 49.1 246 21.2 318 49.1 248 D.I p� O m 60 N 49.5 250 53.1 259 45.7 214 35.3 258 40.7 210 30.0 258 37.2 207 27.6 268 34.9 204 24.7 258 .33.4 203 20.6 258 32.2 201 17.7 258 322 201 15.5 258 322 201 F t0 '2 63N 42T 234 45.6 234 39.1 195 30.5 234 34.7 192 18.7 234 31.6 169 237 234 29.4 188 21.4 234 28.0 184 17.8 234 28.6 183 15.3 234 26.5 183 13.4 234 26.5 183 LU 681n 37.2 213 39.4 213 337 179 26.5 213 29.0 176 73.2 213 27.0 173 20.6 213 25.1 170 lae 213 23.7 189 15.5 213 22,2 167 13.3 213 220 166 11.6 213 22.0 1Ge 12N 28.8 "It 30.1 179 25.8 152 20.4 179 72.1 "It 129 179 2e3 747 15.9 779 19.7 746 76 N 24.3 !61 25.4 181 21.6 137 17.4 161 18.0 135 15.2 181 17.0 133 O &Z 78N 225 162 23.6 152 19.9 131 16,1 152 17.6 128 Q U r TABLE 14B F- Q C-4 o ANCHOR CAPACITY ADJUSTMENT FORMULA: ' Anchor Capacity Table Obs) ANCHOR CAP.,,;,,,,,,,\ F- X•-Z 00 substrae' 2.7k Concrete 31k Circ. H011ow C6tU Fift CI4U PTwoOd !.coal (OP")X� J=ANCHOR CAP.,,, tlg �1 m0 o MULLION CAP.,,,,,,,,-„ C o 6I16'Eke 1/4'SS Ekd W16'Eko Vq'SS Eko Y1061M Y12sleel t Steel W C4 AnehorClip Fatima ArcOor type 3'16•EkO Nlrecon 114*Elco Utta(n 8716'EkoU62ton tld'Eko UlUacon unrxm AggreGalor tntr4cm AggreCalor Screw(GS)screv(G5) screw(05) USE THIS FORMULA TO OBTAIN THE"ANCH R `1 Y Edge Dlslame(N) v 2-72' r 212' 3-179• 1- 2-1n' t• 2-i2• 2• 3-v8' 2' 0.46 0.54' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN In Elnbednffll(N) ta4• 1314' iar4' fal4^ r 1.114' 1-v4• 1-114• 1-v4• 7-114' 1•va• 2' 13e• vTw txdea ACTUAL PRESSURE REQUIREMENT FOR THE O N Q O O 4 ArchD 3.6110.O.C.1(2)2(5Argle CDs/(rig.f7 790111 780 IDS 68010s 156010s 1 81[4 640108 5601es WA 760IDs 7481D5 BBO Ioe 1592 cos 69210s ass los 1430 Its OPENING,WHEN IT IS LOWER THAN THE MULLION Q T' Z p CAPACITY(FROM THE TABLE)OF THE SELECTED 0_3 �'O O MULLION.IT WILL YIELD AMINI MUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY 0 0 ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE ' TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1.256--I won'fn wish the Plorida SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, p4 8 uilding COdc wcptmnco No � . 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 1: ; 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. +Siem-1 Product Co61ro1 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.116• FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ttt(1 I I 1 I 1111 r ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLEDM/ •125' ,...., CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED \P��O' Q YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' Z.,. THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045-THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1.26'X 2.11'X.126'MULLION No.56705 LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) _ = THE MATERIAL.910&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. - - 7i S'AEOF . ,4 ",S�ONAL G�C A.LYNN MILLER,P.E. FL P.E.#58705 TABLE 15A ® nx� Mulllon Capactty Table(Iba*') OpenlnBWidth(for venicalVspannigmUlions)orOponln8HeIght(for hodwrtal"parrlrgmilions) �G' a So In 601n 701n 601n 90 in 1001n 120 in 14D h1 1601. id O 0 VR hapRdarg. Recangular Trap/Tdana. Rcctenguler Trep1 mV. Reclengr/er Tmp,Tdang. R.Iwgdar Teep/lImp. Reclen9�lar Tregfriana. Reclan9War Traprflsol Rectangular Trapfrdang. Rectangular TrepRdeng. 3.26"30 t.oaArg Lor z0. Loadng LOBdng Leade9 Looting Loadn9 Loading Loadng LoaAng Loafing Loadina Looting Loafing Loafing Loafing Leadna gi g O DEO.ALr �• r z+ r r p r r r r r r r r eAYMuu $ 11 g L8� gga � NdR U)O42In 170.0 435 170.0 744 170.0 418 170.0 B68 170.0 500 170.0 982 170.0 519 170.0 1118 170.0 $21 110.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1775 170.0 521 149.1 1740 170.0 521 J W 48 In 170.0 708 170.0 S21 170.0 850 170.0 584 170.0 902 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 t70.0 680 152.2 1522 170.0 Me 130.6 1522 170.0 600 114.2 1522 170.0 gall n _ 50.625 In 170.0 747 170.0 587 170.0 896 170.0 631 170.0 1048 170.0 664 170.0 1195 170.0 723 1700 1345 170.0 747 1842 1443 170.0 758 138.9 1117 170.0 750. 117.3 114] 170.0 768 1026 1447 170.0 768 S 1n 641n 170.0 787 170.0 612 170.0 956 t70.0 gel 170.0 1118 170.0 754 170.0 1215 170.0 807 160.4 1353 170.0 837 144.3 1353 170.0 856 120.3 1353 170.0 Sal 103.1 1353 170.0 681 80.2 1353 170.0 861 m C) O 601. 170.0 BBS 170.0 701 170.0 1063 170.0 791 187.0 1218 170.0 070 118.1 1218 170.0 094 128.8 1218 159.8 970 118.8 1218 is21 924 07.4 1219 118.1 013 67.5 1218 148.1 013 77.1 1210 148.1 BIJ F-' J J 63 N 170.0 930 170.0 745 170.0 1116 170.0 850 1602 1150 188.6 073 131.4 1150 153.0 914 1168 1150 111.9 898 105.1 1150 1342 BBS 67.6 1150 126.7 871 75.1 1150 1262 870 65.7 1150 126.2 870 W � s 661n 110.0 971 170.0 T89 152.4 1040 165.8 881 130.6 1048 146.8 804 114.3 1048 133.1 650 101.6 1048 123A 639 01.4 1048 116.0 630 76.2 1048 109.4 821 85.3 1040 108.2 816 57.1 1046 108.2 BIB c 72 In 140.0 Boo 147.8 764 117A 880 126.0 748 100.6 680 INA 734 68.0 880 100.0 722 76.2 880 92.0 712 70.4 800 88.2 703 58.7 He 79.2 693 50.3 880 78.5 BBB 44.0 880 78A 688 � J� ffi W J J 20 b n�Z 761. 119.7 700 125.1 690 89.8 lea 108.4 678 65.8 790 87.7 66] 74.8 790 83.9 952 88.5 790 78.8 843 59.s 780 71.7 635 49.0 700 63.1 621 42.8 700 821 BIB 37.4 780 61.5 of7 Q ,- 18 h1 110.0 750 115.5 857 91.7 750 BB.1 841 70.1 750 85.9 632 89.2 750 77.1 621 615 750 70.8 812 65.4 750 65.7 805 482 760 50.4 544 39.6 750 88.2 588 34.6 750 55.5 586 Z Q Q N 0 901. 72.1 667 74.4 $00 60.1 567 62.0 191 51.6 663 61.8 187 45.1 663 1aB 475 40.1 667 4{.1 488 30.1 863 40.9 462 70A ti63 Jag 452 25.8 583 37.3 415 22.6 6BJ 3I.8 442 Q m Z O E- W m o BC) 96 In 50A 405 61.1 443 49.5 495 51.5 435 42A 495 44.6 427 37.1 495 79.8 421 33.0 495 36.1 415 29.7 495 33.2 409 24.6 495 29.1 400 2t.2 495 28.6 394 18.6 495 25.0 390 D 00 � � 1081n 0.7 791 42.6 353 34.6 391 35.9 348 29.6 391 31.1 342 28.1 1 391 1 27.6 1 337 1 232 391 24.9 737 20.8 391 220 328 17.4 391 19.7 321 14.9 391 17.8 315LU Ill In 38A 370 392 335 320 370 33.0 330 27.5 370 26.6 325 24.0 370 25.3 320 21.4 770 22.8 316 19.2 310 20.8 312 18.0 370 18.1 305 � � 1- 1201. 30.4 317 30.9 269 25.3 317 26.0 284 21.7 317 22.5 280 19.0 317 19.9 278 18.9 311 17.9 273 V M Q O 1441n 17.6 1 220 1 17.8 203R` Z a� �$ 0 TABLE 150 ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor CabaeltV Table lbs ANCHOR CAP.,,,,,,,,, SuW.1e: 2.7k Concrete 3.5k Cao. Hollow C61U Fl9ed CMU PT Wood motor (DP°)X( }=ANCHOR CAP.,,, Sib'Eke 114'SS Eko 5rt8'Elco 114'SS Eko 010 Stcel 012 Steel 012 Steel MULLION CAP.,,•,,,,,, AnehorClipPatlema AnchorTyM: 3n6'EkoUltra- 1N•EkoUluacco "Won 3116'EkoUlIrecon 114'EkoUlbacon A0g.ftr Ulirecon Ago.Gelor Scm.(05)B.-(G5) Scrwr(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR �E'- gsWnce(m): i• 2.172' 1' 2.12• 3.1/0• I' 2-12• 1• 2-12' 2• 3-118• Z' 0.48• 0.64• 0.724• CAPACITY REQUIRED'CORRESPONDING TO AN Embedment(Iny 1-314• 1-374' 1J/4' 1-314' r 1.114' 1-1q• 1.114• 1-114' t-/!1• 1.114• 2• 1-18• 1.m. arks ACTUAL PRESSURE REQUIREMENT FOR THE 2Anclnrs 625'MiM1 O.C.1(2)2a5 An9k Cops/(Flg.1): 3w 1. aB01es 4501os 690Ibs 1700Ibs 270109 10010.5 354lbsML4 314169 720IDs 9401bs 341 lbs 442 lbs 5601bs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors®3.5•Mln.O.C.!(2)2x5 Angle Caps/LFk.2): 780113 7601bs 7901bs 1670lb. Zb25IDs 5101bs 5601bs wA 740 the 88010.9 1692lbs 682169 6851bs 11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED BAnchas@2JI'SIIaO.C.I(2)2r5AngieGips l(Flg.3Y 112010.9 1120 Ins 9561bs 224616s 225410.9 WA 8/010.9 wA wA fa20lbs WA 102210.9 132710.9 i8801bs MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAYBE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE RODULT RIIVISED ANCHOR CAPACITY TABLE. u wtplyIn9wilh the Flo da FIGURE 1: ulrllo Octk �/_.. TABLE NOTES: 1XYpl®Ie9 No�e-r • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. ' SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. VAH amt ado Pr tGbhirol FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 111 i I 1117 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. - •125' \�� ON( LY A1 • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 30. Q��•''�)GEtJ,pF••<<F`,fl i' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. )i 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250• - No.58705 FIGURE 3: 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 6063-T6 AND BE A MINIMUM OF.125' --0 cr rI THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 30°BAY ;U';�Si! j.F�s:•1L/` LEAST.125'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION T • • THE MATERIAL.#10 8.#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. C ••;cLOR101;.. ��;` ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. "SS/()NAL A.LYNIVIMILLR,P.E. FL P.E.#58705 TABLE16A �^ u Mullion Capacity Table IbelRg '^ Opening Width(for oerlicely-sparring md1lons)or Opening Height(for horfzortalyspard millions) WWW SO In 60 to 701n 80 in BO In 1001n 1201n 1401n 1601n O Raclenwlar TraplTderg. RectengWar TrepTderg. Rectangular Ttep/Tdmg. Rectangular TraprTrleng. Recteng9far Treprrdeng. Red or TrafVidang. Reclongolm TraprTdeng. RectanvA.r TrapiTdang. Rectangulm TrepRdeng. dg 3.26"45 Loading Leading Loading Loadng Loedrg Loadng Lendng Loadog Loedbg Loadog Loading Loafing Loafing Loafing L.ai&O Loading Loading Loading o= O DEG.AL r p p r r BAYMULL ,. --. ,. � u.-. r zHH (� w �o ac io se rc �� $ � �� .� s� s� �� o s� �� g� s'� O W 421n 170.0 820 170.0 435 170.0 744 170.0 478 170.0 888 170.0 508 170.0 992 170.0 518 170.0 1116 170.0 521 170.0 1210 170.0 521 170.0 1188 170.0 521 170.0 1735 170.0 521 160.3 1671 170.0 521 J w 48(a 170,0 708 170,0 524 170.0 1450 170.0 S84 170.0 692 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 j170.0 680 163.7 1637 170.0 680 140.3 1837 170.0 600 122.0 1637 170.0 680 !? 60.8251n 170.0 747 170.11 581 170.0 098 170,0 631 170.0 1048 170.0 681 170,0 1185 170.0 723 170.0 1345 170.0 747 170.0 1/9{ 170.0 756 147.1 1552 170.0 758 128.1 1552 170.0 758 110.4 1552 170.0 756 W CD O 54 In 170.0 787 170.0 612 170.0 ON 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 003 170.0 1434 170.0 637 155.2 1455 170.0 856 128.3 1455 170.0 681 110.8 1455 170.0 881 87.0 1455 170.0 861 m C3 ~ 60 in 170.0 805 170.0 701 170.0 1063 170.0 797 170.0 1210 170.0 676 157.1 1308 170.0 844 138.7 1309 170.0 090 125.7 1708 163.5 994 101.0 1708 157.1 082 89.6 1308 157.1 982 76.0 1309 157.1 982 i- --1 03 La 170.0 030 170.0 745 170,0 1118 170.0 050 162.8 1247 170.0 940 142.5 1247 164.5 983 128.7 1247 152.8 965 114.0 1247 144.3 052 65.0K2412630 61.4 1247 135.7 675 71.3 1247 135.7 935 � w {,y 661n 170.0 974 170.0 7a0 170.0 1169 170.0 681 146.4 1190 163.7 965 128.0 1190 147.9 045 115.4 1190 138.5 028 103.8 1190 128.4 014 80.8 690 74.2 1180 118.1 893 84.8 1180 118.1 893 z � m C 72 In 161.6 1010 160.6 877 134.7 1010 144,8 659 115.4 1010 1272 842 101.0 1010 114.7 628 89.6 1010 105.6 817 80.6 1010 98.8 807 87.3785 57.7 1010 87.0 790 50.5 1010 87.7 706 ra Z e 76 to 137A 908 143.0 792 114.5 BOB 1220 775 98.1 006 107,1 761 B5.9 008 96.2 749 70.3 BOB 88.2 736 68.7 BOB 62.3 729 57.3716 49.1 808 7f.2 110 42.8 OW 70.8 708 Q .E 76 In 127.1 681 132.5 754 105.9 861 112.5 738 90.8 681 98.6 725 78.4 681 86.5 713 70.6 861 01.0 703 63.0 861 75.4 694 53.068t 45.4 881 64.5 675 39.7 861 63.7 672 Z Q Q N O 001n 827 BIB 85.4 574 60.9 818 721 564 59.1 8.10 82.9 554 61.7 646 58.1 545 46.0 646 50.9 537 41.4 616 47.0 530 ft 28.5 &B 36.2 511 25.8 BIB 38.5 607 F W Z � ee In 66.2 568 70.1 508 5e,8 SBS 59,1 499 48.7 588 51A 491 42.6 588 45.8 483 37.9 588 41A 478 34.1 586 38.1 470 21.38 30.5 452 21.3 586 28.7 447 1n LU 2gO pH tOB In 47.9 449 18.9 405 39.8 148 412 399 34.2 449 35.7 393 29.9 440 31.7 357 26.6 449 28.8 382 23.9 M9 28.1 377 8 17.1 449 20.4 301 15.0 440 18.9 3501111n 44.4 425 15.0 365 78.9 125 37.0 376 31.5 425 328 373 27.0 425 28.1 767 24.5 425 28.2 362 22.1 425 24.0 358 0 15.8 425 18.8 343 � w F 1201n 31.8 384 35.5 331 20.1 364 29.8 328 24.8 384 25.8 321 21.8 384 22.6 317 19,4 384 20S 313 17.5 384 18.7 309 U 1441n 20.2 257 20A 233 18.8 253 17.1 230 o Z TABLE 166 - O�O ANCHOR CAPACITY ADJUSTMENT FORMULA: subsbale: 2.7kConcreie Anoj rCcapacl Table]ba Hollow CMU Flood CMU arwooe Metal (DP,;,)X(ANCHORCAP.,�,,,.,,\_ANCHOR CAP.,,, `WIB'Eko 1I4'gee E,1 co 511 is Etco 114.93 Eke B109lecl Bf2 steel 412 Sled MULLIQN CAP.,w,,,,, Anchor Clip Patterns ArwhorTypo: 3r1B'Eke Ul9acan iPo•Elco U1Vocm Ult acen 3MV Eko 9ltrecon i!4'E1cn U1Vecon JAI 40 U9mcon AOgnaGola screw(G5)Sarew(G5) S,M(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge a,knce(in): t• Zan• 1• 2-trz' 1118' t• z-irz• t' 2-trz• 2• 3-ve• 2• o.ae• 0.51• 0.324' CAPACITY REQUIRED*CORRESPONDING TO AN Embedment MB 1.314• 1-374• 171' i-374' 7 1-1 r4' 1-+/4' 1-+f4• 1-114' 2' 1716' ta76• �anea ACTUAL PRESSURE REQUIREMENT FOR THE 2 A.W.@ 6'1,1in O.C. R)2x5 Angle Clip Ift.1): 39011, 39010, 45010. Wtoo 1700[be 27015. 2B0Ibs 3541bs 740lbs 3741be 72010, 94811, 34116, 1421W S601bs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arcbars @ 3.5•hem O.C.1112)2x5 Angle Crips I(Fig.2): 76016, 78011, 79016, 16701b. 2525lbs 54011, 560 lbs NIA 1120Ino 74S 16s Were. 1892lbs 66211, BBS lbs 112016, CAPACITY(FROM THE TABLE)OF THE SELECTED B Aochors 02.71•A11n.O.C.I(2)2OAngk Clips l IFlp.3): 112011. neo lbs 958[be 2248lb. 2254[be WA 840 1h NIA tos9lb, 'A 1320[be WA fozz lbs 1327 Ibs 1680 roe MULLION.IT WILL YIELDA MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. , wn,plyin8 with the Floddo 1 FIGURE I: Boil ding^,cd:/� -� O TABLE NOTES: AvxpimtN No 1. 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. I B T SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Miami ProductConaol FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE. 111((1 I I I11j 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. \�p&V 1. 11,•41, ♦ ♦ ♦ ♦ HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125' 45' �'�. �)GENSF•'•e,� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �' r A: N0. x 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.260' _ JO f0� FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 1` ♦ ♦ ♦ ♦ YELLOW SOUTHERN PINE.WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' "O •• �2- S ✓J�� THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 45•BAY STATE OF �(/ LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION �T '•.,F P,.•'G\=� ♦ ♦ THE MATERIAL 010 6#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. /Cc '•�� •' \ "S&/ONM- ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. A.LY UO WIILL,ER,P.E. FL P.E.#58705 --1.250-1 '^ F1-1.000"-1I ®� n � --I 1.000• r- --I 1.000' I--- gAP 1.266'-•-I �$� 1.000- 125" i IIIb .125" .125' s Y g 3.188• .125' .125' 2.750' 2.750' .125 3.125" .125' 2.000" 2.000' 2.11 fi" N 266" 1 .125' Z �'N 11 .125' L 650" 375' 375' 'SoD� O T 7 -F -T T 900• T 1'X T X.125'MULLION 1'X 2'X.375'MULLION 1'X 2.75'X.375'MULLION 1'X 2.75'X.650'MULLION. 1'X 3.125'X.5'MULLION 1.25'X 3.188'X.265'MULLION 1.26'X 2.11'XA25'MULLION 8063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 8083-T6 ALUM. 6063-T6 ALUM. 6063-To ALUM. 8063-T6 ALUM. Q $ U X-SECTION XSECTION X-SECTION X-SECTION XSECTION XSECTION X-SECTION Ulm N Z M 1n O J I 1 TABLE A Z U-I d I STANDAROCUP I 2X5 ANGLE CUP Dimension Value(in) For Mullion: 6063-78 ALUM. 6063-TB ALUM. U 2.000' 2.125' 6 rcZ X-SECTION 2.000' XSECTION A 1,825 J d U-CLIP 1'X2'X.125' Q � I 6063-T6 ALUM. I 125• B 2.854 F U .125' XSECTION L Aluminum zz A rn o C 0.895 Tube Mullion Q Z Z 8c, zz D 0.740 Q I $o 10 125' I,740' - A 1.126 11 X2"X.375" LU 2 Y Y -I B 2'404 Aluminum a to to 5.500' C 0.835 1' -3.125' CUTHERE70 .375' 5.000' TubeMulOon U Q 0 .375' _CREATE FCLIP,SEE MIN. E �- .375'MIN. D 0.490 0. Z (n co MIN. DETAIL F.SHEET � $ �21121 S'.0 A 1.875 �_ r-------� r-------- WTOPVIEWE MIN. B 3.000 1"X2.75'°X -)' I I I I I A AU-CLIP A I--------1 L. -_---J L_---_--J 6063-T6 ALUM. `- -------------------' 2X5 ANGLE CLIP C 0.757 .375AIUmInUm TOPVIEW 6063.76 ALUM. D 1.116 Tube Mullion STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE .450 Min. 8063-T6 ALUM, DASHED BOUNDARY.SEE SHEETS 6.17 FOR THE A 1.312 1"X2.75'X CENTER OF ANCHOR HOLE MUST LIE TOPVIEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR WITHIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER a 1/161. B 3.000 .650" SHEETS 5-17 FOR THEANCHOR O.C. WITHIN THE DASHED C 0.476 Aluminum DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE Tube Mullion DIAMETER:ANCHOR DIAMETER-1/16'. SHEETS 5-17 FOR THE D 0.836 ANCHOR O.C. TABLE RODUC7REVISBD DISTANCE.MAXIMUM PGT Pa1t# A 2.000 1"X3.125"X compiylug whh the l'lutida 5.500" 375• ANCHOR HOLE MUII Dimension(shoot#) B 2.837 vOdingOndc11 A D11ETER:ANCHOR Mullion Std.Clip OflsetCllp U Cllp Angle Clip 500'Alum eaysnooNo .375' -_I MIN. DIAMETER 4 1/16'. C 0.863 Tube MUII I MIN. 1"X2"X.125"(5) 88605 888113M F661611 668243M 666511M D 1.137 r____ -------I------------� 1°X2"X.375'(6) 866006 686174M 666244M 6fi6512M A 2.625 11aro1 sdeProduceCanvol 1.25'X 3.188' 1"X2.75"X.375"(7) 7 666115M 666245M 666513M B 3.282 X.265'Alum :661760B 666116M 666246M 666514M C 0.882 I 1"X2.75"X.650 (8) Tube Mull `\\��y LYNN 417 7jii� B 1"X3.126"X.500•'(9) 67M 6661116M668242M 666515MD 1.762 1.28'X2.11"X 1.25"X3.188"X.285"(12) 68841M 8681117M 888241M 866516M A 1.813 .121°AlumNo.56705 1.26"X2.11°X,125"(18) 69370 WA WA 666517M Tube Mull _ _ C OFFSET CLIP NOTES: '"Ct 6063-T6 ALUM. ITE 125, GLV` I TOPVIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. �X� ''•.,AC ORIDP.•' \ 740•-F� 2j SEE SHEETS 6-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS 8 ANCHOR O.C.DISTANCE. ' A.LYNN MluuEk,P.E. 3)SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. FL P.E.#58706 1 1.000• f- -� 1.000• f- 1.062"-1� �{I 740• .063' I � .386" � � III � .062' I 125' -Ii----125six�' 3wr it O .438' I I C w 4.000" •126•STANDARD CLIP z 0 4.000' 2.000' 2,125' 4.000' 2,82y 6063-T6 ALUM. U-CLIP 2.000' 2X5 ANGLE CLIP u: 125• X-SECTION 6063-TB ALUM. 8063-T6 ALUM. N .126" I X-SECTION I XSECTION ,125' N .125' .125' - L CV 031• -- O m H 1 .125' T CENTER OF ANCHOR HOLE MUST LIE WITHIN THE L1J .125 J DASHED BOUNDARY.SEE SHEETS 5.20 FOR THE 2 T376• '155" .375" ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR DO U I HOLE DIAMETER:ANCHOR DIAMETER+tl1fi'. W U C3 O 1"X4'X.125' 1'X4•X.375' 1'X4"X.375• m MULLION MULLION 'T'•MULUON 5.500' CUTHERETO 5.000' 375' O r0 J 6063-T6 ALUM. 6063-TB ALUM. 6003-T6 ALUM. 375. 3.125' ��-CREATE F-CLIP,SEE '375" �`-MIN. N --1 X•SECTION X-SECTION X-SECTION rt: Z) UJ MIN. DETAIL F,SHEET 4 1.250' .375' Z2. r_____-_, - - CENTEROF --------- -----------� .375" O 1.250' 1.260• I I I I ANCHOR HOLE I I MIN. � rcZ I I I MUST LIE WITHIN I I I I I THE DASHED .- BOUNDARY.SEE j j ~Z U Q m O I I II} I I F SHEETS 5.20 FOR I ___ ___I Q Z N _ 2.875' I --_ I I --- I THE ANCHOR O.C. f i i rt Z aD p I I I I ¢ 3i�E'- 3.94' I i I I f DISTANCE. I I U Z I I I I I MAXIMUM W O 3.250' 3.250• I I I I ANCHOR HOLE i i y oy I I I I I DIAMETER: I F J CO U) .100• .100' ,100' L ______J L_______J ANCHOR Q 3: I DIAMETER+1116'. a Z mO 0 .100' _ 2X6 ANGLE CLIP O 5.O .6'4• .6i4' L STANDARD CLIP U-CLIP 6063-T6 ALUM. -- N �.Q' CENTER OF ANCHOR HOLE MUST LIE 6063•T6 ALUM. 6063-T6 ALUM. TOPVIEW -•1 .820'H� --1 .820' 1-- --1 .820"h- WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW 1.25'X 3.25'X.100' 1.25'X 3.25'X.624' 1.25'X 3.94•X.624' SHEETS 5-20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT. MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dlmenelon Value on) For Mullion: Dimension Value(In) For Mullion: 6005.75 ALUM. 6005-T5ALUM. 6005-TS ALUM. DIAMETER:ANCHOR DIAMETER+1176'. F 3.687 1"X4X F 1.938 1.26'X3.25" X-SECTION XSECTION X-SECTION G 1.000 .125' G 0.500 X.624' 3.469' 5.50D" -I H 2.680 Alwnllwm H 7.438 Aluminum 2.661" QALt � .375' I I 3.000 Tube Mullion 1 3.250 Tuba Mullion .375' F 3.187 1'X4'X F 2.625 1.25'X3.94' 1.377 •125'I MIN. G 0.757 .375' G 1.125 X.624' RODUCT- __---__� H 2.430 Albe&'m H 1.500 Aluminum w N }'7-o/II I 3.000 Tube&'T I 3.260 Tube Mullion u8dla3 Cedc L�-F 2.260 1,25'X3.26' F 2.813 30'Ba Mull 0. X,100• F 2.875 45'Be Mull .125' I I I I I H 1.600 Aluminum.125• 2.250' I I I I I 1 3250 TbMullion30° HTABLE D 3.250.45°BAY MI I I IPOTPerth �� 'L L30'BAYMULLION 8063.78L_______� i �_ _____� Mull Dimension N6063-T6 ALUM. I XSEC (sheet#) Mullion Std.Clip Offset Cllp U-0Ilp Angle ClipX-SECTION P'• 1'X4'X.125'(10) 89364 688111M 6661122M 866241M 866518M '•,�C G OFFSET CLIP No.58705 T I .125' 606376 ALUM. 1'X4'X.375'(11) 66610 666112M 6661123M 666242M W6519M .228'J 4-•.981'-� .226', TOPVIEW 1'X4'X.375' T•(11) 66653 668112M 6681123M 866242M 666510M NOTES: ,740' ¢ 1.25'X3.25'X.100'(13) 20760 6681127M 6661124M 6862410M 6685115M %'O•'. 1 _ 1.25'X 3.25•X.624'(14) 20161 6661128M 6661126M 6662411M 6665116M :�O'•, S ATE F�,:•�� 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.25 X3.94'X.624'(15) 20182 6861117M 8861120M 666241M 886517M :r�`�''•.FLORIOP,.•• \�� 30 ON�L Degree(19) 66649 WA WA WS A 6665110M ' 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS, rr `s� 45 Degree(20) 68650 WA WA WA 6685111M A.LYP.E. FL REN58 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. I�I<L EN 58 0 705 TABLE E MullDlmenslon PGT Part# n m (sheet#) Mullion I Std.Clip U•Cllp Angle Clip � �x•125' � --��----125' Z'X4'X.25*(16)1 66602 1666261M 660271M 666!4-t! S� ygYl 2"X6"X.25"(17) 66604 666282M 666272M 666RD CLIP I U-CLIP 2X5 ANGLE CLIPALUM. 6063-TB ALUM. 6063•T6 ALUM.TION 2.125' X-SECTION 2.000' X•SECTION LONOTES: N1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING •125' .125' .125' ZN 03 DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. LT 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE f O 1.490' L 90'� HOLE LOCATIONS. � W 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. LU 5.500' CUT HERE TO 5.000' _ W V O� 0 2.000' 3.500' ,. ......{IIS CREATE F-CLIP, MIN. .375' L _SEE DETAIL F, •375' PB 375" MIN. 7) Z M MIN. SHEET4 MIN. H (0 J z Z I i I I 1 1 i i 01 W I I I I j (.e v zZ 3.438' + 3.438' H V Q o 4.000' 1____-___I J i-• .250" 2'X4'X.25' I I 1 I Z Q N MULLION 3.438' I i FQ•' Z..z co o 6063-T6 ALUM. I I I I Ln Q M C)m.- X-SECTION I I I I I •375' Z a e L_____________________J MIN. W O ----------- -- - Y Y � j u) � L- STANDARD CLIP 2X5 ANGLE CLIP U ¢ O Q U•CLIP,6063.76 ALUM. Q CENTER OF ANCHOR HOLE MUST LIE 606376 ALUM. SED FOR 2'X 4'MULLION,SHEET 16 CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. d Z�O .250' WITHIN THE DASHED BOUNDARY.SEE TOPMEW WITHIN THE DASHED BOUNDARY.SEE TOPMEW TOPMEW _ SHEETS 5-20 FOR THE ANCHOR O.C. SHEETS 5-20 FOR THE ANCHOR O.C. S �mQ. DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE,MAXIMUM ANCHOR HOLE DIAMETER:ANCHOR DIAMETER+1116'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER♦1/16'. SHEETS 5-20 FORTHE ANCHOR O.C. 5.600' DISTANCE.MAXIMUM ANCHOR HOLE CUT HERETO DIAMETER:ANCHOR DIAMETER-1/16'. 5.000" 2.000'- 3.500- CREATE F-CLIP, ,375' .375' Ij SEE DETAIL F, .375' �- MIN. �-SHEET4 MIN. MIN. .375' --------- ------ ---------+ -- -- I I I I I I 1RODUCF REVISED I I you wmawlnwnU1e{Plorida �}C I 1 1 N T+ y�J• I I I I I I /CO 1 i I i i � Dime I 1 I I Product ontrol I .250• 6.000' � -�- --r-- - �- 4.688' Q r 5.438' . I I 111111'.I!/ 5.438' I 6.438' I I \\7\40 L•,IV 4p/ 2'X 6X. I I I `�,�'��,.•'•�,\GENSF''•`�•Q �i MULLION 6063-T6 ALUM. I I I j tic:• IJo.58705 •T1r X-SECTION i I I •375' `-------- ---I--- ------ - ---------------------� MIN. 1 a- -- - l 1`1 L L- O TATE OF LOR10, 250, STANDARD CLIP U•CLIP 2X5 ANGLE CLIP ��S••R P,.�O\` 6063.76 ALUM. 6063-T6 ALUM. 6083.76 ALUM. ��i S/ONA1-� ` TOP VIEW USED FOR 2-X 6'MULLION,SHEET 17 TOPMEW "/r I �I% TOPVIEW A.LYNN MILLER,P.E. FL P.E.0 58705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALITRIANGULAR LOADING: v PW 1 PW PWS.. o ...., _ d I I�a r r 1�01 LO SHIDH SH/OH SHA7H a/ ] Z �C11° LOADING OF VERTICAL MULLION LOADING OFF VERTICAL MULLION ' J/ // Oo r LU o o O SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS t f �% I '� m Ctl-00 '- HINGED J I DOOR t SGD 2 fO£ W "w W I LOADING OF VERTICAL MULLION _ � i LOADING OFNORiZONTALMULLION v ]Z PW LOADING OF HORIZONTAL MULLION ttI W /� �... T I ¢ N I PW PW co p PW r r ' - PW oui vYi sHroH sxroo H - ' - SxtDH SHIDH i - O O 4 % l' _4i° �m� I SHIDH o r 1w LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION. I /y Ij SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION I PW PW HR t LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL P I MULLION HINGED DOOR PW <,W F NOTES: RODUCT REVISED ! •complyinowldl Ule Florida I 1)DRAWINGS ARE TdinBCbda ,,�„ RERESENTATIONS OF TYPICAL o"ptancoNo t j •(J`j PW CONFIGURATIONS. p¢to PW CONFIGURATIONS NOT SHOWN _ / c o I / MAY BE EXTRAPOLATED FROM _ �Dbot THOSE SHOWN. 1 ' PW 2)IF THE LOADING TYPE CANNOT \`�� a�y.(4YNN lllj� I BE DETERMINED,USE PW PW ' RECTANGULAR LOADING. ``'��•''ti,IGL-PlSg '• '� if 3)SEE PRODUCTS'APPROVAL FOR - )�C i No.50705 •:fir LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I ACTUALANCHOR LOCATIONS. (y PANEL OF HINGED DOOR t3 NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS j 1 _.O �G� (�s ;•Lf, SGDATE dF �l `rs`SlO1V}}It LOADING OF VERTICAL LOADING OF HORIZONTAL A.LYNN(u)IUL�Ef2„P,E. MULLION MULLION FL P.E.#80705 i MIAMDADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.minmidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction{AHJ). This NOA shall not be valid after the expiration date stated below. The Miami–Dade County Product Control Section(In Miami–Dade County)and/or the AHJ(in areas other than Miami–Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the 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, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. .- —< DESCRIPTION: Series"PW 70062 "A1n—MM +ix ndaw N.I. APPROVAL DOCUMENT: Drawing No. MD-620.1, titled "Fixed Window Installation Guidelines", sheets 1 through 9 of 9, dated 04/12/13, with revision A dated 05/20/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:N0 e. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade,County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#13-0502.04 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0528.27_ rnAMMADs COUNTY Expiration Date: 1{'ebruary,1P201 #111411 y'p�� pproval Date: August 2 $! Page 1 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NDA No. 13-0502.04) 2. Drawing No. MD-620.1, titled "Fixed Window Installation Guidelines", sheets 1 through 9 of 9, dated 04/12/13, with revision A dated 05/20/15, 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 marked-up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA No. 11-1114.17) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory, Inc.,Test Reports No. PTL-3834 and FTL-3847,dated 07/30/03 and 07/31/03 respectively,all signed and sealed by Joseph C. Chan,P.E. (Submitted under NOA No. 03-1105.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition(2014), dated 05/20/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). Manuel Pe z,P.E. Product Control xa finer NOA No.15:M28.27 Expiration Date: February 19,2019 Approval Date: August 20 2015 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. TREMCO Part No.TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks,and Spacers with Option 11 exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property- Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb./in. F. STATEMENTS 1. tatement atter o eor urrrplynWt h FSG-5'' E�1'.tton ( 0 4.,dated May 0 ,issue b manufaeturer,signed an ealed by Antllony Lynn Y111er B.E. 2. Statement letter of no financial interest, dated May 20, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA No. 13-0502.04) 4. Laboratory compliance letter for Test Reports No. FTL-3834 and FTL-3847, dated 07/30/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan,P.E. (Submitted under NOA No. 03-1105.02) G. OTHERS 1. Notice of Acceptance No. 13-0502.04, issued to PGT Industries for their Series"PW- 701/620"Aluminum Fixed Window-N.I." approved on 07/18/13 and expiring on 02/19/19. Manuel P z, .E. Product Contro Exa iner NOA No. 28.27 Expiration Date: February 19,2019 Approval Date: August 20 2015 E-2 TABLE 2: Window Design Pressure(+/,psf)for Glass Type 7 ong s o @n) 67-718 72 76 80 84 88 92 96 100 104 109.112 112 116 120 124 128 132 136 140 144 30 +loaf-150 1+1001.160 +1001-149.5+7001-147.7+1001-146.1+100/-144.7+1001-141.9+1001-138.4+100/-135.4+100/-132.8+1001-129.6+1001-128.8+1001-126.8+1001-125.4 +1001•124 +1001-122.6+1001-121.5+1001.120.5+1001.118.6+1007-118.8 32 +fON-147.2+1001-144.8+100/-142.5+1001-140.61-10101437-51+1 W1-131.7+100-127.1+1001-123.4+1001-120.3+1001.117.9+1001.114.8+1000-113.8 +100Y-112 +1001-110.4+loaf-108.9+1001-107.6+1001-108.5+1001-105.6+100/-104.6+100/•103.8 34 +1001-141.31+10M01-138.6+1001-138.4+7001.134.5+1001-128.1+104-122.3+1001.117.7+1001-113.9+100/-110.1+1001-106.8+100/•103.4+100/-102.2+1001-100.4 +/-99 +/-97.4 +198.2 +/95 +193.9 +193 +192 PRODUCT REVISED 36 +1001-136.1+1001-133.3 +100/-131 +100/•129 +1001.123.4+100/-1173+104-111.8+1001-108.4+1001-102.6 +/•99.7 +f-98 +/94.4 +192.2 +/90.1 +l-88 +1-86.6 +/-85.2 +1.84 +183 +/-81.8 es complying with Iho Florida 38 +1001-131.6+1001-128.7+1001-126.3+104.124.2+1001-121.7+1001-115.1+1001-107.8+1001-102.5 +198.4 +1-94.5 +/-90 +/-87.9 +1-85.2 +1.83 +1-81.4 +/-78.8 +/-78.4 +1.772 +/-76.2 +/•75 Building Cade �y.,�52 2d�a 40 +1001-127.8+1 -124.8+1001-122.1 +1001-120 +100/-118.1+1001-113.9+100/-108.8+1001-100.6 +/96.1 */A1.6 +/.85.4 +/83,4 +/.81.1 +/-76.8 +l-78.9 +l-75 +/-73.4 +1-71.8 +1-70.3 +!•88.8 Acceptance at 1 42 +1001.124.1 +1000.121 +104.110.4+1001-116.2+1001-114.3+100/.112.6+1001.108.2+1001-100.8 +f-95.3 +189.9 +1.63.4 +1-81.4 +1.78.7 +1-78.1 +/-73.5 +1-71.2 +189 +1-87 +/-85.2 +/-63.4 Iretion Dutc 44 +1001-121 +1007.117.6+100/-115.2+1001-112.9+100/•110.9+104-109.1+1001-106.8+1001-700.7 +/-95.4 +1$9.9 +/-82.8 +1-80.8 +1-77.8 +1-74.4 +/-71.8 +/-68.5 +185.9 +1-63.4 +I-81.0 +/-60.6 D 0 48 +704-118.4 +104-t 15 +184-112.2+104.109.8+1000-107.8 +104-708 +104-104.3+1001-101.1 +195.7 +1.90.3 +1-82.8 +/-80.6 +1.77.4 +/-74 +/-70.3 +1-87.2 +/13.9 +/-61.7 +180.4 +/-58.8 y Mimi c Product 48 +1001-116 +100/-112.5+104-109.6+1001-107.1 +100'-105 +104-103.1+7001-101.5 +1-100 +f-96.3 +/-90.8 +1-83.2 +1$1.1 +1-77.5 +174 +1.70.6 +/86.6 +183 +/81.4 50 +104-114 +104.110.3+104-107.3+1001-104.7+1001-102.5+104-100.6 +1-98.9 +/-97.4 +196 +/91.4 +/.83.8 +181,8 +/-78.2 +174.8 +170.9 +(17.3 +/83.2 +/-81 +1-89.4 52 +104-1122+1001.108.4 004-105.2+104-1026+1001-100.3 H98.3 +/-98.5 +194.9 +193.8 +192 +184.8 +/-82 +/.78.6 +1-75.3 +1.71.6 +187.8 +1.64 +181.4 N 54 +104-710.7+104.106.7+104-103.4+104-100.6 +198.2 +/98.2 +1-94.4 +/-928 +I-91.3 +1.90 +1-85.2 +1-82.4 +/-78.8 +175.8 +1-72.2 +/88.6 +184.8 NO CHANGE THIS SHEET 58 +104-109.4+104.105.2+104-701.0 +/•98.9 +196.4 +1.94.3 +/.92.4 +1-90.8 +/-89.3 +/bg +/85.4 +/82.7 +/-79.2 +/.76 +/-72.8 +/19.4 m 58 +1001-10&4+104-103.9+104-100.4 +/-97.4 +1-94.8 +1-82.6 +190.6 +1-88.9 +1-87.4 +/86.1 +1-84.2 +1.823 +1.79.3 +1.76 +1.72.8 60 +104-107.5+1001.102.9 +/99.1 +/-96 +/-93.3 +/91 +1-89 +1-87.3 +/85.7 +/-84.3 +/-828 +/-81.4 +/-78.7 +/-78 + +/12.7 +1-81 +180.3 +/•77.5 62 +704-108.8 +7001.102 +196.1 +/-94.8 +/92 +/-89,8 1-87.6 +/-8$.8 */84.2 64 +104-106.4:111. 01.3 +191.2 +/-93.8 +/-909 *7-86.4 *188.3 +184.4 +1827 +181.3 +1.78.5 +1.78.6 66 +104-106.1+1001-100.7 +1-98.4 +192.8 469.8 +I-87.3 +185.1 +/-83.1 +181.4 +/-79.9 M Y Q 87-718 +104-108.1+104.100.3 +/95.8 +/-92.7 +/-89 +1-88.3 +1.54 +1-82 +1-80.3 +1-78.7 NOTES: ? ^oa 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS.SUBTRACT I'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. a d• 0 i- 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. N r otDQ N OA A W o of N J 0 Z ZB Z LL (4 LL ID W umwo UU X- o 0 TABLE DIMENSIONS MAYBE W- 02 00 j .oN ORIENTED VERTICALLY OR F-Z m O t, 9ma HORIZONTALLY AS SHOWN. 0 O XO Z .- LONG SIDE Z d Z W O Imo- LONG SIDE Q w a 3/16'TEMPERED GLASS SHORT ® Z W- 1eay5 SIDE �v ` N F + SHORT �i 4 11 J- SIDE W Z USED AT CURVED LL Z W olo--y FRAME MEMBERS ONLY 29RGLASi - O � Z N @ 11.718"O.C.MAX. BITE 0 � cQ 1-3 T�- LONG SIDE -�-{ U W + X W CL t%. O EXTERIOR SHORT LONG LL 'nsaa seua5 S1DE SIDE GLASS TYPE 1 \\\��F I `oNy%( i LYNN 4g/4C��,�� '��,.'•.10ENSE.'•. _I SHORT I_ _ No.58705 "I SIDE j✓�`� �fs ' 'n •.FLORIOP.•' U.�� ;,ccSs�ONN- \ �'1111/ntt„` A.LYNN MILLER,RE RE.068705 TABLE 3: Window Design Pressure(+/-,pef)for Glass Type 2 Long SI n} 677i8 72 78 80 1 84 Be 92 1 98 1 100 104 1 109-1/2 112 116 120 124 128 132 136 140 144 !!3O>♦[;5001=1501 1-616W-150 +100+-149.6+1001-547.7+1001-148.1+1001-144.7+t0-143A+1001-142.2+100/-141.2+10-140.2 +1001-139 +100+-138.6+1001+-137.8+1001.137.1+IW.138.5+1001-135.9+1001-135.4+1001.134.9+1001-1348+1011-133.9 tl3�;+,'704516712 71001.144.6+1001.742.5+7001.140.8 «7001-139 +1001-137.5+1001-138.2 +100/-135 +1001-133.8 +1001.133 +1011-137.7+1001.131.3+1001-130.5+100/-129.8+1001-128.2+1001.128.8 +100/-128 +10-127.5 +10-127 +1001-128.5 34 +5601-145.3+1001-138.6+1001-1311.4+IOW-134.5+1001-132.7+100'-131.2+S�t-129.9+5001-128.7+1001-127.6+5001-126.6+1001-125.3+100+-124.8 S1W-124A+IOM-123.4+1001-0227+_10af 221+1001-121.5 +1001-121 71001-120.5 +100f-120 36 +10.136,1+100/433.3 +1001.131 +1001-129 +100/-127.3+10W-125.7+1001-124.3*1001-123.1 +1001-122 TIOW-120.9+1001-119.7+1001-119.1+100/-118.4+t001.117.8 +1001117 *100/.116.4+1001-115.8+7001-115.3+1001-114,6+IOW-114.2 PRODUCT RBVLSHD 38 af401.13t.O+1001728.7+100-120.3 7100-124.2+10-122.4+1001-020.8+tQW-119.4+1001-tS$.i +1001-117 +1001-115.9+70-114.8+1001-114-1+100f-113.3+1001-752.6+SOW-111.9+1001-111.3:1001-710.7+SOW-1101+1001-108.8 11001-107.4 �s�omptydstgwjthih0 bh7dd11 40 +1001-1228+101!•124,8+1001-1221 +1001-120 +1001.118.1 7100.118.5 1100/-115 +1110!•113.7+1001.112.5+1001-111.4+1001.110.1+100/-109.6+1001-108.8+100/•107.7+10-105.5+100/-103..4 +i0/l-102 +10-100.0 +1.09.4 +/-98 Building Coda 42 +SOW-124.1 11001-121 +1001-118.4+IOW-518.2+1001-114.3+2001-i 12.8+100Y-111.1+1001-109.7+1001-106.5 11001-707.4+IOW-106.1+1001-105.5+tOW_103.b+SOW-100.9 +1.98.7 +i-98.8 a/-94.9 +1.93.2 +t-91.6 +1.90 Implonca No 44 +1001-121 +10-117.8+1001-115.2.JOW112.9+1001-110.9+10-109.1+IOW-107.6+foal-106.1+1001-104.9+1001-103.8+1W-102A1+1001-10i.6 +/•99.2 +156.1 +1.93.6 +/-90.9 +t66.7 +1.865 +/•84.6 +/.63 H iratiottlAto�l 'E- 46 +1001-118.4 +1001-115 +S(IY-112.2+1001-109.8+1001-107.8 +IOW-M +1001104-3+I-0/-102.9+1001-101.8+SOW-10D.5 +/59.1 +/-98.5 +1-96 +J-92.1 +1$9.1 +1.86.3 +1.83.7 +1.81.8 +)•$0.2 +/-78.6 49 +1001-116. +1001-112,5 71001.109.8+1001-107.1 +1001-105 +1001.103.1+1001-101.5 +/-100 +158,7 +/•91-5 +!•90.1 +1.95.5 +1-94 +159.8 +1.882 a).g3 +1.80.6 +1.79 +1.77.1 +1.75 BY s0 +1001-174 +1001-110.3+1001-107.3+100/.104.7+10-102.5+IOW-00.6 +158.9 +157.4 +/56 7/-94.8 +1.93.3 +/_92.7 7151-8 +1.88.7 +1.84 +!81.6 +1.78.1 +1-76] +1 Mian a0/. ut( 74.7 62 +1001.7122+100f-108.4+1001-105.2+1001_102.8+1001-100,3 +)•9g,3 +/_98,5 +!•94.8 +1.93.6 +112.3 +1.90.8 1190.2 +159,2 a/$8.4 +1$3.8 +1.60.6 +1.78.2 +175.6 Q rn 64 +1001-110.7+100/-108.7+IOW-103.4+10-100.6 +/•98.2 +/56.2 +/-94.4 +/-92.8 +/-91.3 +1-90 +1•88.6 +1ARA +/56.9 +1.66 +481.1 +1.60.8 +1.77.6 z NO OHANGE THIS SHEET 56 +1001-109.4+1007-105.2+1001-101.8 +/-96.9 +156.4 +1-94.3 +t-92.4 +7-90.8 +159.3 +!•88 +1.88.4 +155.7 484.7 a1b3.9 +/•83 11.81-2 56 +1001-108.4+1001-103.9+1001-100.4 +1.97.4 +/•94.6 4/-92,8 +/•90,6 7/-68.9 +1.67,4 7/.48.1 +1.44.4 +/$3.8 H•82.8 +!•81.6 +151 m 60 +1001-107.5+1001-102.9 +1-99.1 +1.96 +1-93.3 +151 0-89 +1187.3 +1-85.7 +1-84.3 +1.82.8 tt$2 t7-80.9 62 +1DW-106.9 +1001-102 +/.98.1 +/-94.8 +1.92 +Ib9.0 +/.87.8 +/•85.6 +1-84.2 x1527 +151 +1-60.3 +)79,2 u 84 +1001-108.4+1001-101.3 +1.97.2 7153.$ +!•90.9 +158A +1$6.3 +1$1.4 +152.7 +!•81.3 +179.5 '1001-108.1+1001-100.7 +/.96,4 +1.92$ +/.89.6 +1.87.3 +1-85.1 +/.83.1 677!6 _+11001-106.1,0001-1 3 +t-SS.B +1.42.1 1 +1-89 1_+158.3 +1-84 1112 1 +150.3 1 +478.7 1 c Y Q NOTES: {t,l a (n �+a8 1)SUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE HULK DIMENSION. 7� � CO 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. No 0 Cl ata0 O p 04 fn D N cl zu NLL CCD _. a�8a TABLE DIMENSIONS MAY BE (.)U 8 Q d O M ORIENTED VERTICALLY OR W Z O a0 O -N HORIZONTALLY AS SHOWN. F-w tD O `7 (5 Dma LONG O . 0)O 't O N SIDE r z 0z F W W }�-••• LONG SIDE - -..i O _ SHORT O a M W iaayg SLOE � 411 1SHORT y F USED AT CURVEDSIDE W Z Uj FRAME MEMBERS ONLY518. < ainag @11-7/8-0.0.MAX. GLASS u. Z O. O z N 1-3 �+ - LONG SIDE w It1 EXTERIOR T- O X W Il. �7 20 �JBITE SHORT e• O VV�-'• LONG SIDE r74 -asap sang G1 .$SiTiYPE�2 t - BIDE 11IISII III/,/ ��nNY LYNly 2rf�1'�fr SHORT No.58705 k SIDE r - TUE-015 �. r SSS '•F/ORtDA N �S!OAJA1.1 A.LYNN MILLER,P.E. P.E.#68705 TABLE 4: Window Design Pressure(+l-,psq forGless Type 3 Lang Side on 67.7/8 1 72 78 80 84 81 92 96 100 104 109-112 112 116 120 124 128 132 136 140 144 30 +1001•iS0 +1001-150 +100t•140.S+!001.147,7+100!-!48.1+100/-144.7+100t-143,4+1007-142.2+1001-741.2+1001-040.2 +100/.139 +100%138.6+1001.137.8+1001.137.1+4001-138.6+1001-135.9+1001.135.4+IOW-134.9+1007-134.4+1001-133,9 32 +1001.147.2+7001.144.6 NOW-142.5+1001-140.6 +10W-139 +100/431.5+IOW-136.2 +1001-135 7100-133.9 +1001-133 +1001-131.7+1001-131.3+1001-130.5+100/429.6+100/.129.2+100/-128.8 +100/-128 +1001-127.5 +100/-127 +1001.126.5 34 +100/.141,3+1001-138.6+10Wd36.4+1001.134.5 NO01-132.7+1001-531.2+IOW-12U+1001-128.7+1001-127.6+1001.126.6+1001-125.3+100/-124.8 71001-124.!+1001-123.4+104+-122.7+1001-122.1+1001.121.6 +1401-121 +1001-120.5 +10W-120 36 +1001.138.1+1001133.3 +100/-131 71001.129 7100-127,3+1001-125.7+1001-124.3+1001.123.1 +1001-122 +100-120.9+1001.119.7+1001-119.1+100/-i1&4+1001.117.6 NOW-717 NOW-718.4+100/-115.8+IOLY-115.3+1001-114.8+1001-114.2 PRODUCEREVISED 38 +1001-131.6+1001-128,7+1001-126.3+1W-124.5-124.2+1001 222.4+1001-120,8+1001-119.4+1001-118.1 +1001-1117 +100/-115.9+i00f-i 14.6+1001-114.1+1001-113.3+1001-112.6+10W-011-9+140(.111.3+100/-110,7+1001-110,1+IOW-109,6+1001-109.1 m cernplyinB wkh lbe Fla1Q4 40 +1001.127.0+IOW-124.6 ollum221 +1001.720 +1001-118.1+1001-716.5 +1001-116 +1001.113.7+1001-112.6+100/-111.4+1001-110.1+1001-109.6+100!-!41.6 +1001.168 +I001-107.3+1001.10&7+1001.108.1+1001.105.5 +1001.105 +1001.104.5 Building Cade ' 35�$•�� Accepl:1 No 42 +IOW-124.1 +1001.121 +1001-118.4+10(Y-116,2+1001-114.3+1001-1I2.6+1001-1111.1+1001-109.7+SOW-106.5+1001-107.4+1001-106.1+1IXY-105.5+100/-104.7+1001-103.9+SOW-103.2+100/-1025 NOW-101.0+SOW-101,4+1001-100.6+1001-100. Gx,mein Date l� 44 HOW-121 +1001.177,8+1001.115.2 710/4-712.9+7001.170.9+704Y-109.1 01001.107.5+1001.108.1+1001.104,8+1001.103.8+1001-102.4+1001.101.8 +1001-101 +10Wto j +199.5 +1.98.6 +1.88.2 +1.87.6 +1-97.1 4/-98.6 �- 46 +1001-1184 +1001-115 +100(.1172-IM-109.8+1001-107.8 1+1.98.3 6 +1001.104.3+!O&+-102.9+SOW-101.6 NOW-100,5 +199.1 +/98.5 +/97.8 +190.8 +796.7 +1.95,4 -194.8 7194.2 +193.8 +1-93,1 BY B 48 0OW-116 +10W-112.6+7001-109.6+IOM-107.1 +1001-105 .1+1001-101.5 +/-100 +198.7 +/•97.5 +/-95.1 +195.5 +/•94,6 +/-93.8 +193 +1.92.3 +1.91.7 +1.91.1 +/-90.5 +1-89.9 Miami ad°Pra Im C trOl 60 +1170!-114 +1001-110.3+1001-107.3+5001-104.1+140/-102.6 .6 +198.9 +/97.4 +1-98 +/-94,8 +193,3 +/-92,7 +/-91.8 +1-90.9 +190.2 +1.89,5 +-88.8 +1.88.2 +/•87.7 52 +1001.112.2+1001-108.4+1001.105,2+1001-1026+1001109.3 +/-96,5 +1.94,9 +193.6 +1.923 +/•9D.8 -+1-90.2 +/-89.2 +1-88,4 +197.8 +1-86.0 +t•86.2 +1.85.6 a54 +1401-it0a+1001-106a*IoW-to3.a 714/4-ion.6 +t96z ar94a +r92a +197.3 +/9D +/98.5 +197.8 +7-86.9 +198 +195.2 +/$4.5 +/-83.8O OHANGB THIS SHEET 58 0001109.4+1001-105,2+1001.101.0 •/98.9 +/-96.4 +/•92.4 0-90,8 +1.89.3 +/-86 7!-86.4 +-85.7 +1$4.7 +/93.9 +1.83 +192.35e +IOM-108A+100/403.9+1001-100.4 +197.4 +194.8 +190.0 +1589 +187.4 +/-86.1 +1.84.4 +1.83.8 +/-82.8 +1-81.8 +15760 +1001.107,5+1001.102.9 +-99.1 +/-96 +1.93.3 +1.89 +1-87,3 +1-85.7 +1-8.4.3 +/$2.e +1-82 +1-80,9 +1.8062 +1001406,9 +1001-102 +/•91,1 +194.8 +192 +/.87.6 +/-We +154.2 +/-82.7 +/51 +lSD.3 +l-79.2 � Bd +SOM•f08,4+tOW-101.3 +797.2 7/938 +/90.8 +/-88,4 +188.3 +154,4 +!•82.7 +1.81.3 +t-79.5 66 +1001-106.1+101/-100.7 +1-96.4 +1.92.1 +199.8 +157.3 +!•85.1 +/•83.1 +/.81.3 +1.78.9 BT-718 +11001-1106.11+/001-101.3 +195.8 +1921 +159 7!583 +154 +1-82 +150.3 +1.78.7F=T--=i I I I I I I A vY Q NOTES: ix a N .aaa 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1-FROM THE TIP-TO-11P DIMENSION TO DETERMINE THE BUCK DIMENSION. ix 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. p v N 3)FOR ARCHITECTURAL WINDOWS,RND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. j.r a a)aQ ro 0ALU � o f N J C3 Z T8 a LL LLL co J u.xwtl TABLE DIMENSIONS MAY BE U U X a) o O 13116'NOM. ORIENTED VERTICALLY OR u7 z 05 cO 5 °n GLASS STACK HORIZONTALLY AS SHOWN, o W go 117 0ai0 LONG a 3118"TEMPERED GLASS SIDE Z a.Z m W LL �.� �- LONG SIDE �/ g .i 0 7/16`AIR SPACE 3116"TEMPERED GLASS •T-- 9 Q taA et SHORT z W 7114S 12 SIDE � z M N 5 USED AT GURVED � SHORT -- FRAME MEMBERS ONLY 29 611• SIDE 00 W Z @,11-7/6"O.C.MAX. GLASS BITE a Z � ifO°5 1-3 o z CIA a o EXTERIOR }�- LONG SIDE ,i 22 21 13 � X w d SHORT �j LL 4 LONG GLASS TYPE 3 SIDE y% �j a):2 -3satl saua � Pr SIDE \11 Ti}i•l. !� \\ LYNN7/ CE Ns' No.58705 '' SHORT 7 SIDE t =„Off'., $TATE C ,4 A.LYNN MILLER,P.E. P.E,p 58705 EDGE 2X WOOD BUCKSTR)P OR FRAMING,SEE INSTALLATION INSTALLATION DISTANCENOTE 2,THIS SHEET TYPE C TYPE B EMBEDMENT INSTALLATION EMBEDMENT IX WOOD SUCKSTRIP, TYPE A 114.MAX SEE NOTE 2,THIS SHEET EMBEDMENT ---•HHH SHIM TYP.EDGE DISTANCE TYPE. R EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, EDGE PRODUCT8wfth*U EDGE DISTANCE Building (od wHhiM Nltde! SEE TABLE S.THIS SHEET „ Acceptance Cade I a 8�7 DISTANCE e.' `'' � „', Acceptance No t� �114•MAX °• fiY iration Date 1 SHIMTi ° -> .<. 1 •.iw^+.xajl " BY 4 .` ,t Id hum nate Prnduot I TYP.ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, tt SEE TABLE S,THIS SHEET ° tt NO CHANGE THIS SHEET USED AT CURVED i m 29 FRAME MEMBERS ONLY ..• .: EXTERIOR 12 ®11-718"O.C.MAX. 4 u CONCRETEICMU , I , PER ANCHOR �,_e__.- VISIBLE LIGHT WIDTH= t 5 REQUIREMENT WINDOW BUCK WIDTH-2.314• WINDOW BUCK WIDTH CONCRETE/CMU as y Q WINDOW TIP TO-TIP WINDOW WIDTH •„aa BUCK EXTERIOR PER ANCHOR � a (A HEIGHT �] REQUIREMENT a, r 1(4'MAX.SHIM }�— HORIZONTAL SECTION A-A `r co r I 0 TIP-TO-TIP i (D ci N a� D N WINDOW #12 STEEL O A M W HEIGHT VISIBLE r o Z •re 2 SELF-DRILLING SMS O� �ij r 2 LtGHT (GS),SEE TABLE 5. Z W LL (D -J uMo,p HEIGHT= THIS SHEET = U? RU WINDOW O L) X— 0 BUCK TABLE 5: FW-�Z c 0 1 0 'ar+ HEIGHT- Min.Edge Max O.C. z 0310 2-314• INSTALLATION Anchor Substrate Dtatenco Min.Embedment Spacing o Z d Z 9 p rn METHOD D T.soNhem Plna(sG=o.s) 9n6 als t•- u INSTALLATION ANCHOR Aivminum,8083-T5min. 318' 0.083•' 12• O 1312 or p14 410 SS scrow UNDERNEATHTHE A38 Slael 318' 0.063'• 12' r Lo Z BEADING EXTERIOR Steel SiW Gr.33 mtn. 3t8• 0.045' iBGa 12" F O P-T.Southam Plne(SG=0.55) 9116' I1vw 12' O Z 1-- laa� #12 or 014 Steel Sorew(G5) Alumimam,8063.75 min. 318' 0.083'• 12• z r MIAMI-OADE APPROVED MULLION A36 Steel 318' 0.083•' 12' 21 {SEE SEPERATE HOA),ALUMINUM, _ �Sleet,SWd,={3t 331nIn�_.. _ 318• 0,045. 78 Ga• 17 O !Q^ Z 6 STEEL FRAMING OR STEEL STUD. x WnproutealCMt71 ASTM t(C3A)1! 2 t f�tlirwl t14 �0"12w" G O along tl4"d70'S CmteFkz S SEE SUBSTRATE PROPERTIES, _C{ngrete-'J(m)n.T.Ikst)j��1 �1.3/4� 12" u. Z_ Z TABLE 5,THIS SHEET O U) o 5 _ Concrete(mtn,2.85 kat) 1• 1 12' F: 0 V, N 114'MAX SHIM Concrete{m ,2.85 kel) 2-117 1.318' 12' O - St4'Stent Uttrecao Ungroutod CMU, ASTM C90) 2-V7 1-114• 17 0 W Z Grouted CMU ASTM C-90 2-112' 1.314' 12' LL LL d' 4 1X WOOD SUCKSTRIP, 5116•Steel Ultracon Concrete(min.3.5 ks)) 11-1/c 1.314' 12' arl:1 -asap sauag t SEE NOTE 2,THIS SHEET Grouted CMU ASTM 690 2-117 1-3W 17 • "MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. tI I I I I CONCRETE PER `��•��s,4 .,.....-- /44( EMBEDMENT ANCHOR INSTALLATION NOTES: �•�,, �,10ENSF ° REQUIREMENT ° 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. No.58705 ' • 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-12',1X WOOD BUCKS ARE = ,Csa...�, - INSTALLATION DISTANCE lTYP.ANCHOR TYPE,EMBEDMENT OPTIONAL:F UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS"2X'ARE 1.12'THICK OR GREATER t AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING "• 5 aM TYPE B Q ST TE {l/ SUBSTRATE,SEE TABLE 5.THIS SHEET JURISDICTION. VERTICAL SECTION B-B .....•'=-'- 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE 74 PROVIDE FULL SUPPORT TO THE WINDOW FRAME. ��ris"ONA%-0:N ' Iflttlltt tttti 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. REN 58706 2X WOOD BUCKSTRIP INSTALLATION INSTALLATION EDGE OR FRAMING,SEE TYPE G TYPE F DISTANCE NOTE 2,THIS SHEET EMBEDMENT 1X WOOD BUCKSTRIP, EMBEDMENT SEE NOTE 2,THIS SHEET • INSTALLATION {� 1/4'MAX —� I SHIM TYP.ANCHOR TYPE,EMBEDMENT AND EDGE TYPE E EMBEDMENT EDGE DISTANCE PER SUBSTRATE, PRODUCT ItSV19PD B SEE TABLE 6,THIS SHEET DISTANCE as complying with Wo Florida EDGE Building Code DISTANCE Acceptance No 1 fl 2 B heli Dal.- 114'MAX 2 SHIM By Ntipmi e Pmducl q r. TYP.ANCHOR TYPE. EMBEDMENT AND EDGE 11 DISTANCE PER SUBSTRATE, 11 NO CHANGE THIS SHEET BEE TABLE 6,THIS SHEET EXTERIOR 12 m USED AT CURVED •• 4 EXTERIOR 29 FRAME MEMBERS ONLY •+. !� I 5 11-7/B'D.C.MAX. VISIBLE LIGHT WIDTH= �I CONCRETE/CMU I WINDOW BUCK WIDTH-2-314' PERANCHOR p REQUIREMENT � WINDOW BUCK WIDTH CONCRETE/CMU u/ a 05 aab WINDOW PER ANCHOR BUCK HORIZONTAL SECTION C-C REQUIREMENTIx 0 HEIGHT 1/4'MAX.SHIM t- v- LD N t` ala0 a12 STEEL O N C14 --a O SELF-DRILLING SMS JO J rn J o Z �e VISIBLE (GS),SEE TABLE 6,� Z LLto la. l0 ,J umoup LIGHT THIS SHEET TABLE 6: =LLUj LU HEIGHT= Anchor Substrate Min.Edge Min.Embedment Max O.C. W V x0 O W 5 ON WINDOW Distance Spacing I-Z m BUCK P.T.Southam Pine G-0.55 9118' 1318' 12' o Y HEIGHT- Aluminum,6063-T5min. 3/ 0.063•' 12' ro O O 2.314" INSTALLATION alzorataatossserew AV- 316• o.oa3 • 12• z a z Z LL TYPE H Steel Stud,Gr.E min. 3/6' 0.045' 16 Ge ' 12• J O o P.T.Southern Pine(SO=0.55) 9116' 1.318' tY o EXTERIOR Aluminum,606375 min. 3181 0.063'• 1Y a q n a12 or a14 Steel Screw(G5) A36 Steel We' 0.063'• 12' `8i J iea45 +�• Steel Stud,Gr.33 Mn. 3/6• 1 0.045' 19 Ge)• 12' ® bpi Z F MIAMI-DADE APPROVED MULLION tib'410 SS CreleFlex Ungroutad CMU,(ASTM C.90) 2-1IY 1-tib' 12' ' Z F 21 (SEE SEPERATE NOA),ALUMINUM, Concrete(min.3.35 kel) 1' 1-314' 12' O _ Z 6 STEEL FRAMING OR STEEL STUD. Concrete(min.285 kap =z_11L11-314* ' 1Y Q Z W a/°a5 u. SEE SUBSTRATE PROPERTIES, Concrete min.2.65 kat) ' 1T 0 114'Steel Ultracon TABLE 6,TH1S SHEET Unamuled CMU,(ASTM C-90) ' 12• O c l 5 �1/4'MAXSHIM Grouted CMU ASTM C-90 • 1Y w X D 0. 5118'Steel UlUacon Concrete(min.3.5 ksl) ' 12' U Grouted CMU ASTM C•00 ' 12' LL W ��(((''' •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. a1111 -xa0 saua } 1X WOOD BUCKSTRIP, \fit 111j I SEE NOTE 2,THIS SHEET ��oN.l LYNN 4f, CONCRETE PER e�a�,r 1GENSE '•eF� EMBEDMENT ANCHOR INSTALLATION NOTES: 7� • a Iv REQUIREMENT Z ' No.58705 ; 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. _ • •' 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X'.ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-tYL".1X WOOD BUCKS ARE -O �• �`�- INSTALLATION I EDGE < TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS'2X'ARE 1-1/2'THICK OR GREATER. TYPE F Y� DISTANCE E PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVING ��Q�••,. ST TE OF =L(/1 DIT AND EDGE DISTANCE SUBSTRATE,SEE TABLE 6,THIS SHEET JURISDICTION. �J;•.,LORI�P•��j` VERTICAL SECTION D-D 3.FOR ATTACHMENT TO METAL:TH E STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. �NA�- ii sl /""'11100N 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER VANDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E.a 58705 TYP.ANCHOR TYPE, 2X WOOD BUCKSTRIP EMBEDMENT AND EDGE EMBEDMENT ORFRAMING,SEE INSTALLATION INSTALLATION DISTANCE PER SUBSTRATE, I NOTE 2,THIS SHEET TYPE J TYPE K SEE TABLE 7,THIS SHEET EDGE EDGE DISTANCE 1/4•MAX EDGE DISTANCE INSTALLATION o DISTANCE J_ SHIM TYPE I a 2X WOOD BUCKSTRIP PRODUCT itthtlw Florida 2X WOOD BUCKSTRIP OR FRAMING,SEE P n g OR FRAMING,SEE Building Coda NOTE 2,THIS SHEET NOTE 2,THIS SHEET Aceepmocc No Bx ImlIon Date 19 1/4'MAX TYP.ANCHOR TYPE,EMBEDMENTAND g SHIM EDGE DISTANCE PER SUBSTRATE, BY 4 6 SEE TABLE 7,THIS SHEET Miami 11 ade Product n 11 EMBEDMENT 3 EMBEDMENT NO CHANGE THIS SHEET m USED AT CURVED ---- EXTERIOR 29 FRAME MEMBERS ONLY u ®11-7/0'O.C.MAX. EXTERIOR 12 R cn Y a 4 �7 a Wna71 WINDOW I � VISIBLE LIGHT WIDTH= 5 0.' BUCK 1'� WINDOW BUCK WIDTH-2-3/4" 0 O HEIGHT 1/q'MAX.SHIM } O WINDOW BUCK WIDTH L7 N r a+o0 Of N 0 w HORIZONTAL SECTION E-E O LL 04-J o z e VISIBLE INSTALLATION Z u- '�LL r° i I z LU in LIGHT HEIGHT= TYPE L W Z XO a�� .oN WINDOW #10 STEEL F—w 0T O y� C7 0/10 BUCKHEIGHT- - SELF-DRILLING SMS TABLE 7: o> O 0 O to 2-314' (G5),SEE TABLE 7, Anchor Substrate Min.Edge Max.O.C. r Z a Z LL THIS SHEET Distance Spacing v J O 2-1/2'x.113'Box al P.T. out em Pine(SG=0.55) 5/16' 6' Q �' 2-1/2'x.131'Common Nall P.T.Sout em Ins(SG=O. 2-1/2'x.145'RoofingNail P.T.Southern Pine SG=0.55 3!6° 6' ® „ Z Z 1aa4S P.T.Southern Pine(SG=0.65) 1/2" 5' O y 0.093'Aluminum,6063-T5 min. 5/16' S' F— F 21 #10 x 1'Steel Screw, 0 Z 1110•A3B Steel 5/18' 5' 6 2X WOOD BUCKSTRIP EXTERIOR 0.045' 16 Ga Steel Slud,Gr.33 6118' 5' 0 aloes OR FRAMING.SEE I l_ •MIN.OF 37HREADS BEYOND THE METAL SUBSTRATE. LL Z NOTE 2,THIS SHEET �J a z 5 �1/4"MAX SHIM MIAMI-DADE APPROVED MULLION v X Z 0. (SEE SEPERATE NOA),ALUMINUM, iy STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, ant! •ara0 sauas INSTALLATION TABLE 7,THIS SHEET —r ONV LYNN TYPE J EDGE DISTANCE `��,.•�1GENS.. ''•FP i INSTALLATION NOTES: TYP.ANCHOR TYPE,EMBEDMENT 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENTAND EDGE DISTANCE LIMITS. ;• N0.58705 _ t EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE,SEE TABLE 7,THIS SHEET 2.WOOD BUCKS DEPICTED ON THIS SHEETAS•1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2".1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS•2X'ARE 1-112'THICKORGREATER. U�- -0 V- �'jOI�S INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING SATE OF VERTICAL SECTION F-F JURISDICTION. PLORIOl" 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OFASIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. S�ON111;`G �� 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.EA 68705 2X WOOD BUCKSTRIP yl EDGE OR FRAMING,SEE INSTALLATION TYPE M INSTALLATION EMBEDMENT DISTANCE NOTE 2,THIS SHEEP FOR THIS INSTALLATION TYPE N INSTALLATION TYPE M � EMBEDMENT 'METHOD ONLY, .v FOR THIS INSTALLATION 114. PA/VC ANCHORS MAY BE NO 'METHOD ONLY, SHIM 0 MORE THAN W O.C. ANCHORS MAYBE NO EMBEDMENT 1X WOOD BUCKSTRIP,SEE PRODUCT REVISED •MORE THAN 6'O.C. 1 L a 2X WOOD BUCKSTRIP NOTE 2•THIS SHEET es mmPlrnB`'dam the Florida OR FRAMING,SEE Uuilding Codo Acceptance No�5' Zg/•I�n��'{/� NOTE 2,THIS SHEET - B%imlion Date N+�l �1/4'MAX TYP.ANCHOR TYPE,EMBEDMENT AND ' 3 SHIM EDGE DISTANCE PER SUBSTRATE, Bp 4 TYP.ANCHOR TYPE, 6 SEE TABLE 8,THIS SHEET Miran atic ProducF EMBEDMENT AND EDGE ¢ DISTANCE PER SUBSTRATE, 3 �, NO CHANGE THIS SHEET 11 SEE TABLE 8,THIS SHEET EDGE m USED AT CURVED DISTANCE O EDGE EXTERIOR 29 FRAME MEMBERS ONLY DISTANCE u @ 11-718'O.C.MAX. 11 ' T_�NCRETFJCMU PER ANCHOR 12CONCRETEICMU M Y Q REQUIREMENT 4 W fA •nay WINDOW PER ANCHOR L� BUCK VISIBLE LIGHT WIDTH= 5 REQUIREMENT (Y 0O 114'MAX.SHIM r— WINDOW BUCK WIDTH-2-314' ❑ U) ,... HEIGHT I WINDOW BUCK WIDTH EXTERIOR N n aro00 N O w � VISIBLE INSTALLATION TYPE O HORIZONTAL SECTION G-G =w in LL C4-J co w � n LIGHT X N o HEIGHT= FOR THIS INSTALLATION LU U p 00 'oN WINDOW I METHOD ONLY, TABLE 8: t- OD p U sato BUCK ANCHORS MAY BE NO Min.Edge HEIGHT• MORE THAN 6"O.C. Anchor Substrele Ofslanrs MIn.Embedment MS%cin C3 O O O rn 2-3/4' P.T.Southern Pine SG=0.55 8118' 1318' 6' Z d Z F � q12 or 014 410 SS Screw Aluminum 8063.75 min. 31W 0.083'' 8' Q, O #12 STEEL A36 Steel 378' 0.063" 6' °D SELF-DRILLING SMS Steel Stud Gr.33 min. 319' 0.045' 18 Ga' 6' (G5),SEE TABLE 10, P.T.Southam Pine SG-0.55 9/16' 13/8' 6' 0 $ mays THIS SHEET Aluminum,6063-T5 min. 318' 0.083'• 6' ? #12 or#14 Steel Screw(GS) A36 Steel 318' 0.083'• S. O 21 TYP.ANCHOR TYPE, EXTERIOR Steel Stud Gr.33 min. 318' 0.045'18 Ga' 6' 00 � Z 6 EMBEDMENT AND EDGE 114'410 SS CreteFlex U roofed CMU, ASTM C50 2-VY 1-1/4' 127 ¢ ❑ oloas DISTANCE PER SUBSTRATE, Concrete(min,3.35 ksl) 1' 1314' 127 o Z la- N SEE TABLE 8,THIS SHEET Concrete min.2,95 kat 1' 13/4' 127 to 5 �1/4'MAX SHIM MIAMI-DARE APPROVED MULLION 114'Steel Ultracon Ooncrete In.2.85 ksl 2.1127 1318' 17 W Z (SEE SEPERATE NOA),ALUMINUM, U nested CMU, ASTM 690 2-1127 1.1/4' 12" v '+X' Z a STEEL FRAMING OR STEEL STUD. Grouted CMU(ASTM 690 2-117 1314' 17 LL tL SEE SUBSTRATE PROPERTIES, Concrete min.3.5 kel 1-V4' 1.314' 127 aIL! •osaD sa;,as INSTALLATION TABLE B,THIS SHEET 5118'Steel UlUacon Grouted CMU fASTM C-90 2-1/7 1314' 127 TYPE N IX WOOD BUCKSTRIP, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. SEE NOTE 2,THIS SHEET \\�I `�.I 1,YNN ry/vie i . _%CENSE''•F�P INSTALLATION NOTES: Q•: •'.�/�� EMBEDMENT ` -k No.5B705 • •�.• 1.USE ONLY ANCHORS LISTED ON THIS SHEET,FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. _ • 2.WOOD BUCKS DEPICTED ON THIS SHEET AS-IX',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2°.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS RX'ARE 1-112'THICK OR GREATER. ='U rZ-0F'S•1�!\ _I EDGE INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING STATE 0 �r DISTANCE JURISDICTION. '�'C -•.'�!:ORIOP•'• G\�` 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. VERTICAL SECTION H-H 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E.1158705 I ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FLANGE&EQUAL-LEG FRAMES FOR FIN FRAMES pRODUCTREVISED as complying,*h the Ficrids Building'I _0526.27 AC C ept-W�tc. 15 ANGLEWCURVED 11 Amtio"Datej �fcj FRAME ASSEMBLY ANGLED/CURVED FRAME ASSEMBLY FRAME ASSEMBLY 9W CORNER "fi Dade Prodmtaxmn)rt FRAME ASSEMBLY NO CHANGE THIS SHEET 10 > ALL CORNERS TO ALL C R S USE GASKET USEGASKET AND/OR SEALANT ANDIO SEALANT A N G M LE E D At Sr U E R RA'3 ML E E T ; A ET E U, QUAL-LEG FRAME FLANGE U) FRAME 0 03 7 TER EQUAL-LEG FRAME MITERED FRAME WITH INTERIOR MITERED FRAME WITH INTERIOR >- -370- C) c. EXTERIOR ME LOS AND EXTERIOR FRAME WELDS 0 C'I 1" 04 AND EXTERIOR FRAME WELDS C4 U) (0 0 Lu, FLANGE FRAME (SHOWN)OR CORNER KEYS AT (SHOWN)OR CORNER KEYS AT 1 6 0_j Z 30 SCREW BOSSES.SEALANT AT ALL CORNERS SCREW BOSSES.SEALANT AT ALL CORNERS z LL LL uMaO LU Ln 6 wn M 0 LU LU I, C5 z Of sreo O-' 2.704* 0 .094. __41.— 2.704* z CL Z 0 Of .0134 .094. .. 4 L_ 1.- 0 LL TABLE 9: :5 0 .074' .074' 062" .074" 062" ;;1! z PA I_F .062' 1 a , Item PGT Part 0 Description Material 375* TT� 1,375' < 01.075• 11 1 * taays 1 4253C Flanged Frame Alum,6063-T5 509, 438* Z z A38" ZOO, A3W 17 _f . _F _F_ Uj 2 4285 Equal4eg Frame Alum.6063-75 .500, .050— '050—v .050— C) U) Z 3 4256 Integral Fin Frame Alum.6063-T5 FLANGE FRAME 1.125, 4 4255 EQUAL-LEG FRAME < -t= — .07r Z — 7116'Lami.Glass Beading Alum.6063-T5 #4253C,6063-T5 #4285,6003-T5 § 5 4254 I.G.Glass Beading Alum.6063-750 FIN FRAME W sa 4270 lInstallation Fastener Cover Alum.6063-T5 0 _6b 4224 Installation Fastener Cover Rigid PVC II anti#4256,6063-T5 -1-L co to 705690 Gasket(at 90'comer joints) Polyethylene L_j 11206• .346' 411 F, 11 IP24718 Vinyl Bulb Weatherstrip Flex PVC,Duro.65+/-1 1..037' [— ,\' ��()_YNN jtyl� 4( 13 Dow 899,GE 7700 Silicone or Equiv. x 7116'x 4' Neoprene,Duro.85+1 .875' .875* Selling Block,Mono.3116' 20 71852K -1tt 21 71704AK Setting Block,I.G.3/18"x 1,3132•x 4' Neoprene,Dum.85+/A .050* .050. No.56105 22 DURAKII 6 17/16'DuraSlezil Spacer 1 LG.GLASS INSTALLATIONLUZ 29 #6 x I-1W FH SMS Stainless Steel GLASS BEADING BEADING FASTENER COVER ;3 '0 ST 30 781PQX 1#8 x I'Quad PH SMS Stainless Steel #4268,6063-T5 #4254,6063-T5 #4270,6063-T5 NA\- 111111111 A.LYNN MILLER,P.r. P.E,#58745 Florida Building Code Online Page 1 of 3 ti 0"' e ...... ....� _.... r.1hDi <rtrwria >� BCIS Home � Log In User Registration Hot Topics ; Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links # Search Busines Prafessina� '��Product Approval (((��j GUSER:Public User egulatan Produrt Aonroval Menu>Product or Aoolication Search>Annlication List>Application Detail FL# FL1435-R•9 � yg �{: Application Type Re 'sio Code Version 2014 Application Status p v d *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email ec nology Drive North Venice,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowskl Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category indoors Subcategory ngle .ung Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M.Urich,PE Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard), Standard Year AAMA/WDMA/CSA 101/IS2/A440 2011 AAMA/WDMA/CSA 101/IS2/A440 2005 AAMA/WDMA/CSA 101/IS2/A440 2008 ANSI/AAMA/WDMA 101/I.S.2/NAFS 2002 ASTM E1886 2005 ASTM E1996 2012 ASTM E283 2004 ASTM E330 2002 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsbCUITKel2... 12/29/2015 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option A Date Submitted 10/07/2015 Date Validated 10/08/2015 Date Pending FBC Approval Date Approved 10/11/2015 Summary of Products FL# Model,Number or Name Description 1435.1 ISH-200 Aluminum Single Hung Window(Std.Meeting Rail,Inc.Pass-Thru) Limits of Use Certification Agency Certificate Approved for use In HVHZ:No FL1435 R17 C CAC Certification SH2O0.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 05/28/2016 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for design pressure,size FL1435 R17 II SH-200.)d and anchorage Information.The Pass-Thru version was not tested for Verified By:A.Lynn Miller,PE 58705 water infiltration. Created by Independent Third Party:No Evaluation Reports FL1435 R17 AE SH-200 Evaluation.odf Created by Independent Third Party:No 1435.2 ISH-200 HD Aluminum Single Hung Window(with HD Meeting Rail) Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL1435 R17 C CAC Certification 200HD.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 01/08/2017 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for design pressure,size FL1435 R17 II SH-200HD.cdf and anchorage information. Verified By:A.Lynn Miller,P.E.58705 Created by Independent Third Party:No Evaluation Reports FL1435 R17 AE SH-20OHD Evaluation.odf Created by Independent Third Party:No 1435.3 ISH-400 Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL1435 R17 C CAC SH-400 Certifications.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 01/21/2017 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for design pressure,size FL1435 R17 IT SH-400c.odf and anchorage Information. Verified By:A.Lynn Miller,PE 58705 Created by Independent Third Party:No Evaluation Reports FL1435 R17 AE SH-400C Evaluation.odf Created by Independent Third Party:No 1435.4 ISH-500 WlnGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL1435 R17 C CAC SH-5_4ertifi-tien R14.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/27/2016 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for design pressure,size FL1435 R17 IT SH-500c.odf and anchorage Information. Verified By:A.Lynn Miller,PE 58705 Created by Independent Third Party:No Evaluation Reports FI-1.435 R1.7 AE SH-500c F.valuation.odf Created by Independent Third Party:No 1435.5 5HII800 WlnGuard Multistory Aluminum Single Hung Window Limits of Use Certification Agency Certificate "Approved for use In HVHZ:No FL1435 R17 C CAC SH-800 Certification.pd Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 09/07/2017 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for design pressure,size F1.1435 R17 IT SH-800c.odf and anchorage information. Verified By:A.Lynn Miller,P.E.58705 Created by Independent Third Party:No Evaluation Reports FL143$ x_217 AE SH-800c .\6 -!a i n.oaf Created by Independent TEhird Party:No 1435.6 SH-5400 Energ Vue Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use In HVHZ:No FL1435 R17 C CAC SH-5400 Certification.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 08/13/2018 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for design pressure,size FL1435 R17 It SH-5400.odf and anchorage Information. Verified By:A.Lynn Miller,P.E.58705 i Created by Independent Third Party:No Evaluation Reports FL143.5 R17 AE SH-5400 Evaluation.ndf Created by Independent Third Party:No 1435.7 SH-5500 WinGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL1435 R17 C CAC SH-5500 Certification.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 10/01/2018 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for design pressure,size FL1435 P17 II SH-5500.cdf and anchorage Information. Verified By:A.Lynn Miller,P.E.58705 Created by Independent Third Party:No Evaluation Reports FL1435 R17 AE SH-5500 Evaluation.ndf Created by Independent Third Party:No https://www.floridabuilding.org/pr/pr_app_dtl.aspx9param=wGEVXQwtDgsbCUITKel2... 12/29/20115 Florida Building Code Online Page 3 of 3 Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.COoyrioht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for ofFlcial communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: �IiecA uY:UYit altttalt`+ https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsbCUITKel2... 12/29/2015 GENERAL NOTES: 1)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO COMPLY WITH THE FLORIDA BUILDING ANCHOR LOCATIONS 8 SPACING CODE FOR THE DESIGN PRESSURES LISTED. 2)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1.1/2" ADD 1 ANCHOR THICK.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS ADD 1 ANCHOR 53-1/8"MAX.TIP-TO-TIP -- -- 53-1/8"MAX.TIP-TO- INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS AT MIDSPAN — I AT MID-SPAN —� I DEPICTED AS 2x ARE 1-1/2'THICK OR GREATER. FOR WW>39" 2-1/8'MAX.BUCK 17-3/4" -52-1/8"MAX.BUCK FOR 1NIN>39" _17-X ATTACHMENT METHOD OF WOOD BUCKS SHALL BE DONE �- BY OTHERS. I �� MAX MAX CENTER OF ANCHOR TO SUBSTRATE EDGE(EXCLUDING ¢. 3)SEE TABLE FOR MINIMUM EDGE DISTANCE FROM M 3-5/8"MAX 1 1 FINISH OR STUCCO). 4)SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT - ;�: ! 7- /2"MAX I / 7-1/2"MAX IS NOT FLUSH TO THE SUBSTRATE,USING SHIMS 76„MAX lR' _ CAPABLE OF TRANSFERRING APPLIED LOADS. TIP-TO-TIP ( / 1 -- --� 75" 76'MAX. y I 1 � 75 5)ANCHORS SHALL BE COATED OR CORROSION li I� TIP-TO-TIP I I RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. 10_1/8" l I MAX. I 1 MAX' DISSIMILAR MATERIALS SHALL BE PROTECTED AS 1 I BUCK BUCK REQUIRED TO PREVENT REACTIONS.ALUMINUM SHALL BE MAX 1 �i 10-1/8" I I PROTECTED FROM DISSIMILAR MATERIALS AS SPECIFIED I f IN THE FLORIDA BUILDING CODE. MAX I I A_ 6)ADHESIVE SEALANT SHALL BE USED BETWEEN i I'— 7-1/2"MAX SUBSTRATE AND FLANGE OR FIN.OVERALL / A /2"MAX SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. / I 7)MATERIALS USED FOR ANCHOR EVALUATIONS WERE 3-5/8'MAX i. 3-5/8'MAX I I SOUTHERN PINE,2.7 KSI CONCRETE AND CONCRETE _ MASONRY UNITS COMPLYING WITH ASTM 0-90.GLAZING COMPLIES WITH ASTM E1300. F.IAE; NGE_v_FRAM11 FLANGE FRAME 8)THE 113 STRESS INCREASE WAS NOT USED IN THIS EQ AL7-LITESAS1i'SME ORIEL SASH SME ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. TABLE 2: 9)IF THE EXACT PRODUCT SIZE IS NOT LISTED IN THE Min.Edge Min. TABLES,ALWAYS ROUNDUP TO THE NEXT LARGER Anchor Type Substrate Dist. Embedment VALUE. "(Southem Pine) 1/2" 1318"#12 Steel SMSr 33 3r6' .045(186'-T5 3/8" 116' 6 318" 116'TABLE 1: BuckSize Design Pressure Certification Test 1/4° ,asorry Width Height Sash Style (+)psf (-) sf Options T _ Al chor U 2j-V2M iI-fA i1 --ti--Nmnb&rs Newts Equal fate 1� 30ri`NoReln TP.Glass AT NEYONDISIDEFACEOFMTSUBSTRATES.SCREW EMBEOMEMSHALL eEMIK 3THREADS �,.1�g' j" 190-427,42B BEYOND INSIDE FACE OF MATERIAL or.Ori_el r� � Rad Reinf Glass 76462.01 v L, a�ey. D.r area ncuarenla�IxararAawnly® `\.��;��` •'F'i �'Y/f�.% J.ROSOWSKI 03/16/11 ALUMINUM 6063-T6 ,,,� 1 `r •'�•�G-noC a� Ram, aoc�umvrioraeu��ox � f .;t �xI•raarwmcvrneo�wmrrev No.55705 Rxawrrrwlxes S To Z 1070 TECHNOLOGY DRIVE i 7'•, ST.1'.OF V NOKOMIS,FL 94275 n0` S, FLCERT.OFAUTH.:29290 SINGLE HUNG INSTALLATION i �- • ' "... N°". A.Lynn Miller,P.E. s.�u"ar sor me °"'av wR�r. P.E.#58705 SH-800 NTS 1 1 of 2 3031116JR l i 4 EDGE _ DISTANCE _ —— SLS TE EMBEDMENT i SHIM EXTERIOR / ANCHOR su RA/TEEMBEDMENT BELOW �- 1X WOOD MEETING RAIL- SHIM AIL SHIM ��. (MUST BE SHIM FLATHEAD) I I o EXTERIOR EXTERIOR ANCHORS ABOVE MEETING FLANGE FRAME. FLANGE FRAME, FLANGE FRAME, RAIL JAMB INSTALLATION HEAD INSTALLATION HEAD INSTALLATION (DIRECTLY TO SUBSTRATE) (DIRECTLY TO SUBSTRATE) (USING 1X WOCODSTRIP) �7 C UAA TR777t i l ANCHOR / EXTERIOR 2 BELOW � MEETING RAIL (MUSTBE 1<1x/>>j a FLATHEAD) > EXTERIOR EXTERIOR 7 NO ( _ NO ANCHORS REQUIRED ANCHORS ANCHORS REQUIRED ABOVE_ i 1X SHIM i` F MEETING WOOD IIIJJJ RAIL FLANGE FRAME, SHIM SHIM JAMB INSTALLATION (USING 1X WOODSTRIP) ,i;•;• �� .�. 1X WOOD \ .. E ^ U UB RAT •' S�0'6 I5 ;•c`" FLANGE FRAME, SUB T E '`lo' •••• " '^ ' i SILL INSTALLATION '•'i.;�lCJ;I tib- �' (DIRECTLY TO SUBSTRATE) �er• verse ntNiMWrx.NlFao�wGtAarrtvm I FLANGE FRAME, SILL INSTALLATION J.ROSOWSKI 03115/11 ALUMINUM 6063-T6 � r (USING 1X WOODSTRIP) w Br m�cue .ter ,wrraai�miwr nE�xmrtai INSTALLATION NOTES: i 1)SEE SHEET 1 FOR ANCHORAGE,SUBSTRATE AND SPACING REQUIREMENTS. 2)FOR SMOOTH SASH OPERATION,THE ANCHORS BELOW THE MEETING RAIL MUST BE FLATHEADS.FOR 1070 TECHNOLOGY DRIVE �. ALL OTHER ANCHORS.FLATHEADS ARE RECOMMENDED BUT NOT REQUIRED, FL CERT.KOMIS,FL34275 96 SINGLE HUNG INSTALLATION i 3)MAX.SHIM THICKNESS TO BE 1/4'. 4)FLANGE MAY BE REMOVED TO CREATE EQUAL-LEG FRAME-USE FLANGE FRAME INSTALLATION. A.Lynn Miller,P.E. e"01� �0 S°"0 °i"b°"" Q°" P.E.1158705 SH-600 NTS 2 of 2 3031511JR I t