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HomeMy WebLinkAboutProduct ApprovalProperty Card Page 1 of 1 Michelle Franklin, CFA -- Saint Lucie County Property Appraiser -- All rights reserved. Property Identification Site Address: 7672 Parcel ID: 3322-700-0043- Account #: 149669 Sect I owrvRange. Greenbrier CIR 000-0 22/36S/39E Map ID: 33/22S Zoning: PUD Use Type: 0100 Jurisdiction: Saint Lucie County Matt L Nepote Maty MNepote 2091 Minnerman Rd Richmond, IN 47374 Current Values Just/Market: Assessed: Exemptions: Taxable: Date 02-19-2004 04-21-1998 View: Year Built: 2003 Primary Wall: CB Stucco Bedrooms: 3 Full Baths: 2 Half Baths: 0 Legal Description POD 19 FUD II GREENBRIER (PB 41-5) LOT 38 (OR 1906- 206 t) Historical I r Year Just/Market Assessed Exemptions Taxable Sale History Book/Page Sale Code Deed Grantor 1906/2061 XX00 SP Reserve Homes Ltd Lp, 1140/1945 XX02 WD Primary Building Information Finished Area of this building. 1,782 SF Gross Area of this building: 3,360 SF Exterior Data Roof Cover: Conc Tile Roof Structure: Hip Frame: Grade: B+ Story Height: 1 Story No. Units: 1. Land Size (acres): Interior Data A/C %: 100% Electric: MAXIMUM Heated %, 100% Heat Type: FredHotAir Sprinkled %: 0% Heat Fuel: ELEC Total Areas Price $255,400 $21,320,600 Building Type: HB+ Effective Year: 2003 Secondary Wall: Primary Int Wall; Avg Hgt/Floor: 0 Primary Floors: Tile -Ceramic Finished/Under Air 1,782 (SF): POOL DK -AVG 1 478 Gross Area (SF): 3,360 Land Size (acres): 0.17 Land Size (SF): 7,405 Total Building Count: I Special Features and Yard Items 'Type Qty Units Year Blt POOL DK -AVG 1 478 2003 RES POOL AVG 1 392 2003 POOL ENC -AVG 1 870 2003 This information is believed to be correct at this time butit is subject to change and is not warranted. (D Copyright 2017 Saint Lucie County Property Appraiser. All rights reserved. http://w-ww.paslc.org/RECardJ 5/23/2017 ....... .... ...... .... __...----_--- ........ _........ _............. ............ .............. ................ ..................... ........ .................... .... ............. ............. .............. ._.................. ....... ..... ............. _......... __. _..... ................. .......__.._.............. ........ .­........ . Date- Pi-epared By:) a son Viens 772-626-3332 A- W, Imp, c igat Windows & Storm Protection 1 -HANK YOU FOR YOUR BUSINESS 6402 SE Federal ffivv, Stuart, FL'34997 To: A'1( -fl! 1740 ',-J;'W Fedo-al Stuart. Ft.. 14= )94 7672 Green Brier Circle P11,7/2-408-0200 FAX:888-813-016-1 Port Si, Lucie, FL 34986 Email: 937-672-4136 1765-935-0914 State License #C RC 1331273 Customer understands that O'Donnell Impact Windows �, Dofnot Point 0-1 ri U rO Does not handle alarm systems Does i -)oi rnove. f vrnifure or win.dow ireolf-rienis . .......... . Description rovicde ... .. ..... end Insloll Impact Pro(jt 71 Windc-- s andi"'! . . .. ........ .. ... ..... 'W N-ccaclion --k-, Hc,-ol-a-wuy of�-111 rDebr`s. . ... ...... . .. . ...... . ..... ........ .. . .. . Esffm at e d Time for Completion: 10 - 14 weeks t. .. .. .... .. Size Description G /fD/FFI JXOX, XX, OXO,OXXOJ Amount style Glass ..... . .. ... Monof Vfny!/AIvm Color Grills 1 36 Y C:.:. �SH .. .... ......... PGT 55iao Vit -1 '01hi'e Yes $936,00 ..... . .... 2 36 x, 62 �H ... .... . ....... - .. . ....... . .. ..... . ..... . .. . .... FIC -T 55-00 Vinyl VVIhiie Yes 3 -3 31--. x 18 1/2 Cifit�el$78 ... .. ... .......... . .. - PGT 1:500 Vinyl Yes &0Q x 62 P 55 0 vi- I Whit e Yes 36 x 72 SH", 0 V.nyl 'Whiie f,41 0 $ 1,037,00 6 .......... . ......... 36 62 S, 1 .. ....... . .... 55,00 vinyl IN I` I ie� 0 01 7 . . .... ...... 7 . . ... ...... ... i m p/I nc I �)w F' ........... ............. . ..... . .. .. ........ .. ...... ... P11-11 5500 Vinyl No . .. .... S909,00 36x 62 �SH it n p i in s / L ow E. .. .. .... . .. ... . .. PGT 51500 Vinyl \,W)ile . ..... 9 36, x K, 7�-.i5 �00- V i P C- N $F09,C)o .......... ......... vAth, 5 point, lctci<inq_.��tem Acc.o.rdion sht" Ivory . .... ..... ............ 36 x 6') S -H o/inslLuvvE ...... ..... - ...... ..... .. PGT 550n Vinyl $909.100 ........ .... `�6 62 SH -1yl PGT 5500 vi t While 10 . ....... ... ... $909,00 13 .. .... .. .... 36 x 62, �Slli P ..... Gii 11500 Vinyl WhMe 14 6-0 H 7 PG1: 5500 Vinyl rrVi n y I ��,Ihi�e N 0 5 0 0 9 0 0 3 6, x 55 x 6 �2 :SH 1mP;Ir-,-:L0vfE- PG -...5,500 'Vit i -lo $1,o"" 17 52 x 62 5 H Irno'lns/LowE ...... .. .... ..... . .. P (,-7 T 5 5 Orj Vir, yj whiie I NO ... $1,19(h(k is ......... .. . x "'10 .-SH 1niisov�FE ........... . ......... . ........ .... PGT: 5,500 Vinyl V01i4e Y 19 6 2) 6, HVH7 Accotdion *-�hWler with 5 poin: locking sysiemi $1,116,00 20 ..... ..... .... .... ..... . . ..... . ....... ..... ............ .. . ..... . ........ .. . ........ .... . - - .. . ...... ...... . . ....... S ulbiofal $19,2-34,00 t-,Auil and Jnst.,�Ylla'lorl :B%4- J $ 2 4 00 Isic installafion of Njlle+vv I--'raciuc4i incl. �Aolditionol Ch-orcles for 1ju(-,-c) oj, Qi .;I Finithincj Work ,Perrnii Fee Acceptance: Accepted BV i 3Z f Total $19,00 762- Date ......... . A, ccepted By- iDq.l o':,i osit Term; and O'Doruiell Impact -Windows Conditions; This estimate is for completing the job described Date e2 rv,, above, based on our evaluation. Any unforseen condition [such as: mold, mildew, %-rood (of, mqfor stucco & dr} woll repair. replocement of rnarble sills and/or interior trim, any painting, etc. tiMll be discussed prior to corrections and a contractriddendurn i1 be submitteri upon agreement between homeowner and Contractor. All workmanship/materials guaranteed to be as specified, The homeowner is responside for carrying fire. flood and other, necessary insurance. 1 -HANK YOU FOR YOUR BUSINESS .0 pep isiz 1. Single7l4ung 36 x 62 ' k�Hung i. 2 Sing 36 x 60. 3. 1/2 Circle 36x18.: 36 x 62 .5. Single-HUng. 36L!rlg x,71:�:- 36 62 7.,Single-Hung 36.x 6.2 sifigla-HunW 36,x82. �_qle-Hung q., Siri -.36.x 62.: 10, Aircordip rr Shuttet: 120 x'116 36, x 62. 16 r; g 38' x r2 .13. single -Hung 36 y 62. 14 Single -Hung 51 x62 15. Siegle -dung 36 x 62. H 36.-x 62 17. Single -Hung 52 x 62'.. 52,x 50,: 19. Accordion Sh.utteier- :'.7.5 x.1.39. 20. MA 6 78 10 12 14 19 16 �� o 3 20 17 4 Front ront DL)L.)r 2 18 Sion & Date Installer & # of days (office use) Cal CopysIGHT SCALL: NOT TO SCALE DATE: Jun 05, 2017 PAGE DESCRWIJOW: Site Plan Florida Building Code Online 1 of 3 https://www.floridabuilding.org/pr/pr app—dtl.aspx?parain=wGEVXQw... m� Ir:1k ' -< 's���•Js'ii r• :i':�� i";;11=�` ; 3i..� G �ijj; BCIS Home Login User Registration Hot Topics Submit Surcharge Stats & Facts I Publications FBC Staff BCIS Site Map Links Search O(i Product Approval USER: Public User d -b" Product ADDroval Menu > Product or ADDlication Search > ADDlication List > Application Detail r?. l FL # FL1435-R Revision Application Type 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 Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) PGT Industries 1070 Technology Drive North Venice, FL 34275 (941) 486-0100 Ext 22318 druark@pgtindustries.com Jens Rosowski jrosowski@pgtindustries.com Jens Rosowski 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 21140 jrosowski@pgtindustries.com Windows Single Hung Certification Mark or Listing Keystone Certifications, Inc. Steven M. Urich, PE Validation Checklist - Hardcopy Received Standard AAMA/WDMA/CSA 101/IS2/A440 AAMA/WDMA/CSA 101/IS2/A440 AAMA/WDMA/CSA 101/IS2/A440 ANSI/AAMA/WDMA 101/I.S.2/NAFS ASTM E1886 ASTM E1996 ASTM E283 ASTM E330 Year 2011 2005 2008 2002 2005 2012 2004 2002 4/6/2017 1:04 PM Florida Building Code Online Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL # Model, Number or Name 1435.1 SH - 200 https://www.floridabuilding.org/pr/pr.-app_dtl.aspx?param=NvGEVXQw... Method I Option A 01/06/2017 01/07/2017 01/09/2017 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ. Yes Impact Resistant: No Design Pressure: N/A Other: Please see the Installation Instructions for design pressure, size and anchorage information. The Pass-Thru version was not tested for water infiltration. 1435.2 SH -200 HD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see the Installation Instructions for design pressure, size and anchorage information. 1435.3 1 SH - 500 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see the Installation Instructions for design pressure, size and anchorage information. 1435.4 SH - 800 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see the Installation Instructions for design pressure, size and anchorage information. 2 of 3 Description Aluminum Single Hung Window (Std. Meeting Rail, inc. Pass-Thru) Certification Agency Certificate FL1435 R19 C CAC CertificatlonB - SH200.r)df Quality Assurance Contract Expiration Date 02/16/2019 Installation Instructions FL1435 R19 II SH-200,Ddf Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R19 AE SH -200 Evaluation.Ddf Created by Independent Third Party: No Aluminum Single Hung Window (with HD Meeting Rail) Certification Agency Certificate FL1435 R19 C CAC 190-1003CAR2,t)df Quality Assurance Contract Expiration Date 01/08/2020 Installation Instructions FL1435 R19 II SH-200HD.odf Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R19 AE SH-20OHD Evaluation.Ddf Created by independent Third Party: No WinGuard Vinyl Single Hung Window Certification Agency Certificate FL1435 R19 C CAC CertificationB - SH500.Ddf Quality Assurance Contract Expiration Date 08/27/2018 Installation Instructions FL1435 R19 II SH-500c.odf Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R19 AE SH -500c Evaluation.Ddf Created by Independent Third Party: No WinGuard Multistory Aluminum Single Hung Window Certification Agency Certificate FL1435 P,19 C CAC SH -800 Certification. i)df Quality Assurance Contract Expiration Date 09/07/2017 Installation Instructions FL1435 P,19 11 SH-800c.Ddf Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R19 AE SH -800c Evaluation.r)df 4/6/2017 1:04 PTA Florida Building Code Online https://wivw.floridabLiilding.org/pr/pr_app_-dtl.aspx?param=wGEVXQw... 1435.5 1 SH -5400 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see the Installation Instructions for design pressure, size and anchorage information. 1435.6 SH -5500 Limits of Use Approved for use in HVHZ Approved for use ide QZ: Yes nt Impact Resista.0 Design Pressure: Other: Please see the Installation Instructions for design pressure, size and anchorage information. Created by Independent Third Party: No EnergyVue Vinyl Single Hung Window Certification Agency Certificate FL1435 P,19 C CAC SH -5400 Certification. adf Quality Assurance Contract Expiration Date 08/13/2018 Installation Instructions FL1435 P,19 Il SH-5400.r)df Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Patty: No Evaluation Reports FL1435 P,19 AE SH -5400 Evaluation.odf Created by Independent Third Party: No WinGuard Vinyl Single Hung Window Certification Agency Certificate FL1435 R19 C CAC SH -5500 Certification, Ddf Quality Assurance Contract Expiration Date 10/01/2018 Installation Instructions FL1435 R19 11 SH-5500.Qdf Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R19 AE SH -5500 Evaluation.Ddf Created by Independent Third Party: No ___ Back FN.xj Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Prtvacv 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 bgM. Product Approval Accepts: 91WHM 'I �-F'q 4/6/2017 1:04 PIV Florida Building Code Online https://wNvw.floridabuilding,.org/pr/pr—app—dtl.aspx?param. =wGEVXQw.., ------ - 1 r i i ;!':'�` l f s4>r£—'r^ -fr.{„:iYria g. z;. ;i•'i BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map i Links Search Product Approval db' USER: Public User Product ADDroval Menu > Product or ADDlication Search. > Aoolication List > Application Detail kF: 4 FL # FL5012-R18 Application Type Revision 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 Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) a PGT Industries 1070 Technology Drive North Venice, FL 34275 (941) 486-0100 Ext 22318 druark@pgtindustries.com Jens Rosowski jrosowski@pgtindustries.com Jens Rosowski 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 21140 jrosowski@pgtindustries.com Windows Fixed Certification Mark or Listing Keystone Certifications, Inc. Steven M. Urich, PE F Validation Checklist - Hardcopy Received Standard AAMA 506 AAMA/WDMA/CSA 101/IS2/A440 AAMA/WDMA/CSA 101/IS2/A440 AAMA/WDMA/CSA 101/IS2/A440 ASTM E1886 ASTM E1996 ASTM E283 ASTM E330 Year 2008 2011 2005 2008 2005 2012 2004 2002 1 of 4 4/6/2017 12:00 PM Florida Building Code Online Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products --- — — ------- - ----- FL # DlodelJ Number or. Name 5012.1 PW - 220 https://www.floridabuilding.org/pr/pr—app—dtl.aspx?paramz=wvGEVXQw... 05/24/2016 05/25/2016 05/25/2016 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see the Installation Instructions for design pressure, size and anchorage information. 5012.2 PW - 420 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see the Installation Instructions for design pressure, size and anchorage information, 5012.3 1 PW - 440 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see the Installation Instructions for design pressure, size and anchorage information. 5012.4 1 PW - 520 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see the Installation Instructions for design pressure, size and anchorage information. Description Aluminum Fixed Window Certification Agency Certificate FL5012 R18 C CAC F-220 Certification. Dclf Quality Assurance Contract Expiration Date 10/24/2017 Installation Instructions FL5012 R18 II F-220.Ddf Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R18 AE F-220 Evaluation.Ddf Created by Independent Third Party: No Vinyl Fixed Window Certification Agency Certificate FL5012 R18 C CAC F-420 Certification. Dclf Quality Assurance Contract Expiration Date 08/01/2017 Installation Instructions FL5012 R18 II F-420,Ddf Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Patty: No Evaluation Reports FL5012 R18 AE F-420 Evaluation.Ddf Created by Independent Third Party: No Vinyl Fixed Casement Certification Agency Certificate FL5012 R18 C CAC Certification - CA440F,Ddf Quality Assurance Contract Expiration Date 10/28/2018 Installation Instructions FL5012 R18 11 FCA-440.r)df Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R18 AE FCA -440 Evaluation.Ddf Created by Independent Third Party: No WlnGuard Vinyl Fixed Window Certification Agency Certificate FL5012 R18 C CAC CertificationB - PW520.r)df Quality Assurance Contract Expiration Date 08/15/2018 Installation Instructions FL5012 R18 II F-520,Ddf Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R18 AE F-520 Evaluation.Ddf Created by Independent Third Party: No I ^-F A 4/6/2017 12:00 PN Florida Building Code Online https://www.floridabuilding.org/pr/Pr_app_dtl.aspx?pai-am=-\vGEVXQw.., 5012.5 1 PW - 540 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see the Installation Instructions for design pressure, size and anchorage information. 5012.6 PW - 640 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see the Installation Instructions for design pressure, size and anchorage information. 5012.7 1 PW -2720 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see the Installation Instructions for design pressure, size and anchorage information. 5012,8 PW -2820 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see the Installation Instructions for design pressure, size and anchorage information. 5012.9 1 PW -3020 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure, N/A Other: Please see the Installation Instructions for design pressure, size and anchorage information. 5012.10 1 PW -5420 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A WinGuard Vinyl Fixed Casement Certification Agency Certificate FL5012 R18 C CAC Certification - CA540F.iDdf Quality Assurance Contract Expiration Date 10/28/2018 Installation Instructions FL5012 R18 II FCA-540.odf Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R18 AE FCA -540 Evaluation.Ddf Created by Independent Third Party: No Aluminum Fixed Casement Certification Agency Certificate FL5012 R18 C CAC CAPW-640 Certifications. iDdf Quality Assurance Contract Expiration Date 02/25/2019 Installation Instructions FL5012 R18 11 FCA-640.r)df Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R18 AE FCA -640 Evaluation.Ddf Created by Independent Third Party: No PremierVue Vinyl Fixed Window Certification Agency Certificate FL5012 R18 C CAC CertificationB - PW2720.Ddf Quality Assurance Contract Expiration Date 05/30/2018 Installation Instructions FL5012 R18 II PW -2720 B.Ddf Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R18 AE PW -2720 Evaluation 2.r)df Created by Independent Third Party: No PremlerVue Vinyl Fixed Window Certification Agency Certificate FL5012 R18 C CAC CertificationB - PW2820,i)df Quality Assurance Contract Expiration Date 02/04/2018 Installation Instructions FL5012 R18 II PW-2820.Ddf Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R18 AE F-2820 Evaluation.Ddf Created by Independent Third Party: No Architectural Systems Aluminum Fixed Window Certification Agency Certificate FL5012 R18 C CAC CertificationB - PW3020.Ddf Quality Assurance Contract Expiration Date 09/11/2018 Installation Instructions FL5012 R18 11 F-3020.Ddf Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R18 AE F-3020 Evaluation.Ddf Created by Independent Third Party: No EnergyVue Vinyl Fixed Window Certification Agency Certificate FL5012 R18 C CAC CARS.t)df Quality Assurance Contract Expiration Date 07/29/2018 Installation Instructions 'I -.V A 4/6/2017 12:00 PN Florida Building Code Online littps://www.floridabuilding.org/pr/Pr—app_dtl.aspx?param==wGEVXQw... Other: Please see the Installation Instructions for design pressure, size and anchorage information. 5012.11 PW -5440 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see the Installation Instructions for design pressure, size and anchorage information. FL5012 R18 II F-5420.Ddf Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R18 AE F-5420 Evaluation.Ddf Created by Independent Third Party: No EnergyVue Vinyl Fixed Casement Window Certification Agency Certificate FL5012 R18 C CAC PW -5440 Certification. Dclf Quality Assurance Contract Expiration Date 07/29/2018 Installation Instructions FL5012 R18 II FCA-5440.Ddf Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R18 AE FCA -5440 Evaluation.oclf Created by Independent Third Party: No 5012.12E520 WinGuard Vinyl Fixed Window 11.1 ...................... :kl ...... . .......................... .......................... ................ . ........................................................... I I ....................................... Limits of Use Certification Agency Certificate Approved for use in HVHFL5012 R18 C CAC PW -5520 Certification.odf Approved for use ideQZ: Yes Quality Assurance Contract Expiration Date Impact Resistant4 08/12/2018 . Design Pressure: No Installation Instructions Other: Please see the Installation Instructions for design FL5012 R18 II F-5520.odf pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R18 AE F-5520 Evaluation.odf Created by Independent Third Party: No 5012.13 1 PW -5540 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see the Installation Instructions for design pressure, size and anchorage information. WinGuard Vinyl Fixed Casement Window Certification Agency Certificate FL5012 R18 C CAC PW -5540 Certification.Ddf Quality Assurance Contract Expiration Date 08/12/2018 Installation Instructions FL5012 R18 II FCA-5540.Ddf Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R18 AE FCA -5540 Evaluation. Ddf Created by Independent Third Party: No Back I r 1 F(Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 8.S0-487-18_24 The State of Florida Is an AA/EEO employer. Copyli ht 2007-2013 Stat,- of Florida. :: Fdvacv Statement :: AccessibliNSfatpment :: 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 emalls 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 ber€. Product Approval Accepts: W1 59 hczi Credit Card safe A _-P A 4/6/2017 12:00 PM 3/27/2017 Florida Building Code Online " -- _. I xl'I S � BCIS Home Log In ! User Registration Hot Topics Submit Surcharge € Stats & Facts Publications i FBC Staff BCIS Site Map Links + Search d,a Product Approval bpr USER; Public User Product ADDroval Menu > Product or ADolication Search > Aoolication List > Application Detail FL1850-R10 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category 7Accordion ers Subcategory Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Walter A. Tillit, Jr., P.E. PE -44167 National Accreditation and Management Institute 12/31/2017 John W. Knezevich, PE Validation Checklist - Hardcopy Received FL1850 R10 COI HV Accordion CI HVHZ.Ddf Standard TAS 201, 202, 203 Method 1 Option D Year 1994 https://floridabuiIding.org/pr/pr_appdtl.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJQoelShOCDrfdBDPfc3tFpHgLNr4gNQIpQg%3d%3d 1/2 3/27/2017 Florida Building Code Online Date Submitted 04/26/2015 Date Validated 04/28/2015 Date Pending FBC Approval 04/29/2015 Date Approved 06/23/2015 Summary of Products FL # Model, Number or Name Description 1850.1 Bertha HV Accordion -Blade 3 (HVHZ) Drawing# 15-081 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Level "D". Max span is 12'-7" for 35 psf positive ASD load and 13'-0" for 35 psf negative ASD load for one specific condition shown in span tables. See additional loads and spans on engineered drawings. Extruded aluminum blades folded together thru knuckles and retained by tracks to provide hurricane protection. Installation Instructions FL1850 RIO II A.S.S.A. INC. drawino DRWG.15-081.odf Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports FL1850 R10 AE A.S.S.A. INC. P.E.R DRWG.15-081.Ddf Created by Independent Third Party: Yes 1850.2 Bertha HV Accordion Shutter Extruded aluminum interlocking blades retained by tracks (Combo) - HVHZ - Drawing#15-079 (top and bottom) for storm protection Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Level "D". Max. span is 13'-2" for 30 psf positive ASD load w/o window blade, 16'-0" for 30 psf negative ASD load for HV1 blade w/o window blade for conditions indicated on schedule #1, sheet 12. And 15'-5" for 30 psf positive ASD load w/o window blade and 18'-0 for 30 psf negative ASD load for HV2 blade w/o window blade. See sheets number 12, 25, 28 and 28A of installation drawings for other spans and pressures. 1850.3 Bertha HV Accordion Shutter - Blade 1 Only (HVHZ) - Drwg# 15-080 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large missile level "D". Max. span is 16'-0" and 14'-9" for 30 psf ASD negative load depending on centermates and locking rod configuration for the HV1 blade, 8'-0" for +64, -72 psf load for HV blade for Keystone mountings 7'-0" for +75, -75 psf for metals stud mountings and 8'-0" for 110 psf. for HV1 and HV1A working in unison. See sheets 7, 11, 20 and 19 respectively of installation drawings for other spans and pressures. Installation Instructions FL1850 R10 II A.S.S.A. INC. DRWG.15-079.Ddf Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports FL1850 R10 AE A.S.S.A. INC. P.E.R. DRWG.15-079.Ddf Created by Independent Third Party: Yes Extruded aluminum interlocking blades retained by tracks (top and bottom) for storm protection Installation Instructions FL1850 R10 II A.S.S.A. INC. Drawino DRWG.15-080.Ddf Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports FL1850 R10 AE A.S.S.A. INC. P.E.R DRWG.15-080.Ddf, Created by Independent Third Party: Yes El: €,f;;:r. Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovrioht 2007-2013 State of Florida.:: Privacv 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: maChecY. Credit Card safe https://floridabuilding.org/pr/pr_app b.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJQoeiShOCDrfdBDF'fc3tFpHgLNr4gNQIpQg%3d%3d 2/2 MIAMI -DE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (REE) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMfNISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NO C ) yn w.miamidade.Lov/economy ZGTndustries,S34 echnologye Venice, F COPE: 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 Hiah Velocitv Hurricane Zone. - DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion -- L.M.I1 APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 1 through' 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. 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 and renews NOAH 14-1105.01 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. 16-02-18.03 MIAMI-DADE COUNTY (/ Expiration Date: May 26, 2021 Approval Date: April 14 2016 Page 1 GENERAL NOTES: SERIES 5520 IMPACT RESISTANT, VINYL FIXED WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 3) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 4) MAX. 1/4" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 5) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. MAX. BUCK WIDTH SEE TABLE 1 B, SEE i = — 15" MAX. O.C. 6" MAX_ SHEET 3 I I ! ! I I I A, SEE SHEET 3 / MAX. BUCK WIDTH SEE TABLE 1 D, SEE 4" MAX O.C. 2' MAX. SHEET4 C, SEE �— SHEET4 A MAX. BUCK / _ MAX BUCK HEIGHT, SEE ( HEIGHT, SEE 15" MAX. TABLE 1 TABLE 1 O.C. — _ 4' MAX_ � • ' ' OC . . . . . . . . . . . . . .. B --01*— g- D 2" MAX.�— TYP. EQUAL-LEG/BOX & FLANGE TYP. INTEGRAL FIN & J -CHANNEL FRAME (SHAPES SIMILAR) FRAME (SHAPES SIMILAR) SHAPES MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLE ON THIS SHEET. TABLE 1: Window Buck Size Design Pressure Certification Width Height (+) psf (.) psf (CAR) Number 84 54 65.0 65.0 190-281,1019 84 54 70.0 70.0 190-284, 1019 84 72 70.0 70.0 190-279, 1012 96 63 70.0 I 70.0 190-283, 1020 75 48 50.0 I 50.0 190-280,1013 36 72 50.0 I 50.0 190-282, 1014 --' I VINYL FIXED WINDOW FPA (IMP. -RESIST.) ��I 12/13/14 f� GENERAL NOTES & ELEVATIONS �o,''j J ROSOWSKI - =. DOW' I�� �° `cy:.vi•_'` l ' CERT. OF AUTH. #29296 1070 TECHNOLOGY DRIVE -.`..' N. VENICE, FL 34275 (941)-480-1600 PW -5520 I �� NTS l Ir `I 1 OF 4 �Q z I FPA -5520.0 �� z A. LYNN MILLER, P.E. P.E.# 58705 I vI TABLE 2: ANCHORS INSTALLED THROUGH FRAME -+� 7/8" NOM. � --+-{ Anchor Substrate Min. Edge Min. f 5/16" A/A PVB Distance Embedment #10 SMS P.T. Sou them Pine (SG=0-55) 7/16" 1-3✓8" (steel, 18-8 S.S. Steel, A36 318" 0.050" or 410 S.S.) Steel Stud, A653 Gr. 33 3/8" 0.0346" (20 Ga.) Max. DP of 50.0 Aluminum, 6063-T5 3/8" 0.0713" (14 Ga.) P.T. Southern Pine (SG=0.55) 9/16" 1-3/8" #12 SMS Steel, A36 3/9' 0.050" (steel, 18-8 S.S. or 410 S.S.) Steel Stud, A653 Gr. 33 318" { 0.0346" (20 Ga.) Aluminum, 6083-T5 319'• i 0.0713" (14 Ga.) 3/16" Ultracon P.T. Southern Pine (SG=0.55) 7/16" 118" (steel) Concrete (min. 2.85 ksi) 1" 13/8" Max. DP of 50.0 Ungrouted CMU, (ASTM C-90) 2-1/2" 1-114" P.T. Southem Pin Isr-n x;5) V' I 1I18" 1/4" Ultracon crete min. 2-85 ksi) 1" (steel) Ungrouted CMU, - 1-114" Concrete (min. 2.85 ksi) 2-1/2" 13/4" P.T. Southern Pine (SG=0.55) 1" 1-3/8" 1/4" Crete -Flex Concrete (min. 3.35 ksi) 1" 1.3/4" (410 S.S.) Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" Concrete (min. 3.35 ksi) 2-1/2" 1-314" 1/4" Aggre-Gator Concrete (min. 3.275 ksi) 1-1/2" 1I/8" (18-8 S.S.) P.T. Southern Pine (SG=0.55) 1" i mr, Ungrouted CMU, (ASTM C-90) Z' 1-114" TABLE 3: ANCHORS INSTALLED THROUGH INTEGRAL FIN Anchor 2-1/2" x .131" Common Nail Max. DP of 50.0 2-1/2" x .131" Ring -shank Nail 2-1/2" x.145" Roofing Nail #10 SMS (steel, 18-8 S.S. or 410 S.S.) ANCHOR NOTES: 1) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. 2) PANHEAD, FLATHEAD OR HEXHEAD ARE ACCEPTABLE. 3) ANCHOR LENGTH TO BE SO THAT A MIN. OF 3 THREADS EXTEND BEYOND THE METAL SUBSTRATE_ Substrate -+� 7/8" NOM. � --+-{ 718" NOM. Distance f I f 5/16" A/A PVB \ 5/16" A/A PVB 2-7116" 7/16" AIR SPACE - 1/8" ANNEALED OR \ F 3/8" AIR SPACE 3/16" ANNEALED OR r TEMPERED GLASS 1-3/8" TEMPERED GLASS 318" DURASEAL, Steel Stud, Gr_ 33 DURASEAL, i 0.0346" (20 Ga.) SUPERSPACER ♦ SUPERSPACER_____X, OR CARDINAL OR CARDINAL XL EDGE - - XL EDGE — - Substrate Min. Edge Min. 3/8" AIR SPACE Distance Embedment P.T. Southern Pine (SG=.55) 9/16" 2-7/16" P.T. Southern Pine (SG=.55) 9/16" 2-7116" P.T. Southem Pine (SG=.55) 9/16" 2-7/16" P.T. Southern Pine (SG=.55) 314" 1-3/8" Aluminum, 6063-T5 318" 0.050" Steel Stud, Gr_ 33 318" 0.0346" (20 Ga.) Steel, A36 318" 0.050" f 112" NOM.GLASS EXTERIOR BITE TYP, GE -7700 OR DOW -791 SILICONE O ' G TYP. GLAZING DETAIL �- 1' NOM. --�-{ � 1" NOM. -�-{ f I f I 7/16" A/A PVB 7/16" H/H SG 3/8" AIR SPACE 3/8" AIR SPACE — -� 3/16" ANNEALED OR 3/16" ANNEALED OR TEMPERED GLASS--\ TEMPERED GLASS DURASEAL, DURASEAL, SUPERSPACER OR CARDINAL —�� SUPERSPACER OR CARDINAL XL EDGE -- -- XL EDGE GLAZING TYPES PVB AND SG INTERLAYERS MANUFACTURED BY DUPONT INC. (AKA KURARAY AMERICA, INC.) VINYL FIXED WINDOW FPA (IMP. -RESIST.) (o� 12/13/14 VISIBLE LIGHT FORMULAS o GLASS/ANCHOR OPTIONS I2,�l J ROSOWSKI 0 WIDTH: BUCK WIDTH -45116' ® - HEIGHT: BUCK HEIGHT -4-5/16" a ao VISIBLE LIGHT WIDTH OR HEIGHT CERT. OF AUTH. #29296 (ALSO REFERRED TO AS DAYLIGHT 1070 TECHNOLOGY DRIVE al o OPENING) IS MEASURED FROM N. VENICE, FL 34275 BEADING TO BEADING. (941)-480-1600 NIPW-5520 Iyl NTS + I 20F4 to Zi FPA -5520.0 ��Z� f A7 "3 p5 A LYNN MILLER, P.E. P.E.# 58705 EDGE DISTANCE _ _ SHOWN INSTALLED B Tt'`\ �\ �\\ EMBEDMENT - ; + DIRECTLY TO SUBSTRATE \ EMBEDMENT /I EDGE FLANGE / DISTANCE /// FRAME SHOWN SHOWN _ I i INSTALLED rl •-� --.Jr _ �u I I-) THROUGH 1X I� Vii BUCKSTRIP 718" THICK I.G. BUCK HEIGHT �- ` I 1" THICK I.G. EXTERIOR EQUAL- SHOWN LEG/BOX INSTALLED FRAME DIRECTLY TO SHOWN _ ` SUBSTRATE I EMBEDMENT I 0 FLANGE EXTERIOR FRAME (j SHOWN v BUaK WIDTH _ HORIZONTAL SECTION A -A 1"THICK I.G_ — 7/8" THICK I.G. 1J11� ��1 i SHOWN INSTALLED �I IF7 DIRECTLY TO ✓ f METAL ! SUBSTRATE �C�OL�J� FLANGE FRAME EXTERIOR SHOWN ID EDGE DISTANCE VERTICAL SECTION B -B r rip lilo I ke:111 " CERT. OF AUTH. #29296 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 INSTALLATION NOTES: SHOWN INSTALLED THROUGHIX EMBEDMENT BUCKSTRIP ` EDGE / DISTANCE r . i EQUAL- LEG/BOX FRAME SHOWN 1) SEE SHEET 1 FOR SPACING REQUIREMENTS. 2) SEE TABLE(S) ON SHEET 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS_ 3) MAX. SHIM THICKNESS TO BE 1/4". 4) GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. 5) FIN AND/OR FLANGE MAY BE REMOVED TO CREATE OTHER FRAME TYPES. VINYL FIXED WINDOW FPA (IMP. -RESIST.) ( - 12/13/14 o FLANGE & EQUAL-LEG/BOX FRAMES I`m) J ROSOWSKI > o ' PW -5520 �I NTS ISI 3 OF 4 I� L� FPA -5520.0 IR ZI _- -%< i•{o. a 95 z �- ro lS A. LYNN MILLER, P.E. P.E.# 58705 SHOWN INSTALLED THROUGH THE EMBEDMENT INTEGRAL FIN f EMBEDMENT I I J -CHANNEL EDGE DISTANCE FRAME;— SHOWN —tet 7/8` THICK LG. t L__ EDGE DISTANCE BUCK HEIGHT / EXTERIOR r -I� O \ R �� i SHOWN INSTALLED THROUGH THE FRAME INTEGRAL FINFRAME SHOWN EMBEDMENT --�-j EDGE DISTANCE �-�- VERTICAL SECTION D -D �J SHOWN SHOWN EDGE DISTANCE —►i i �- j �n ` INSTALLED INSTALLED THROUGH THROUGH THE FRAME THE I INTEGRAL FIN ] C 1 1"THICK I.G. EMBEDMENT P M'1 INTEGRAL J -F AME C_ / �Ljo FIN FRAME i—�❑7/8"THICK I.G. FRAME SHOWN EXTERIOR SHOWN BUCK WIDTH HORIZONTAL SECTION C -C EXTERIOR IG INSTALLATION THROUGH THE FRAME, INTO METAL CERT, OF AUTH. #29296 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 i ;J 1 J J 0 / INTEGRALJ FINL0_ ( o FRAME SHOWN EXTERIOR 15 INSTALLATION THROUGH THE INTEGRAL FIN, INTO METAL INSTALLATION NOTES: 1) SEE SHEET 1 FOR SPACING REQUIREMENTS. 2) SEE TABLE(S) ON SHEET 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. 3) MAX. SHIM THICKNESS TO BE 1/4`. 4) GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. 5) FIN AND/OR FLANGE MAY BE REMOVED TO CREATE OTHER FRAME TYPES. VINYL FIXED WINDOW FPA (IMP: RESIST.)ISI 12/13/14 o J -CHANNEL & INTEGRAL FIN FRAMESIo�I J ROSOWSKI -v > >Q Crac� 0 a R v PW -5520 ISI NTS IZI 4 OF 4 Io zl FPA -5520.0 Ill�: z l • :11 A. LYNN MILLER, P.E. P.E.# 58705 i 1" THICK I.G. INTEGRAL FIN FRAME SHOWN -I� O \ R �� i SHOWN INSTALLED THROUGH THE FRAME INTEGRAL FINFRAME SHOWN EMBEDMENT --�-j EDGE DISTANCE �-�- VERTICAL SECTION D -D �J SHOWN SHOWN EDGE DISTANCE —►i i �- j �n ` INSTALLED INSTALLED THROUGH THROUGH THE FRAME THE I INTEGRAL FIN ] C 1 1"THICK I.G. EMBEDMENT P M'1 INTEGRAL J -F AME C_ / �Ljo FIN FRAME i—�❑7/8"THICK I.G. FRAME SHOWN EXTERIOR SHOWN BUCK WIDTH HORIZONTAL SECTION C -C EXTERIOR IG INSTALLATION THROUGH THE FRAME, INTO METAL CERT, OF AUTH. #29296 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 i ;J 1 J J 0 / INTEGRALJ FINL0_ ( o FRAME SHOWN EXTERIOR 15 INSTALLATION THROUGH THE INTEGRAL FIN, INTO METAL INSTALLATION NOTES: 1) SEE SHEET 1 FOR SPACING REQUIREMENTS. 2) SEE TABLE(S) ON SHEET 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. 3) MAX. SHIM THICKNESS TO BE 1/4`. 4) GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. 5) FIN AND/OR FLANGE MAY BE REMOVED TO CREATE OTHER FRAME TYPES. VINYL FIXED WINDOW FPA (IMP: RESIST.)ISI 12/13/14 o J -CHANNEL & INTEGRAL FIN FRAMESIo�I J ROSOWSKI -v > >Q Crac� 0 a R v PW -5520 ISI NTS IZI 4 OF 4 Io zl FPA -5520.0 Ill�: z l • :11 A. LYNN MILLER, P.E. P.E.# 58705 �- MAX. BUCK WIDTH SEE TABLE 1 —� 28" Buck Size MAX. Reinf.Design Pressure i Certification j 12" O -C. B, SEE MAX. I Height _ SHEET 3 Level +) psf () p s ' (CAR) (dumber ( � A, SEE I 12" MAX SHEET31 52-1/8" 84" -Std. ProView 17..8-8[7" MAX. O.C. 52-1/8" 91-13/16" 01 MAX. BUCK 52-1/8" 52-1/8" HEIGHT SEE Equal -lite Std. ProView TABLE 1 � X 91-13/16 10" MAX. O.C. - MAX. O.C. 6-112" MAX. ' NO ANCHORS AT SILL j B ELEVATION FOR TYP. EQUAL LEG FRAME, EQUAL -LITE CONFIGURATION GENERAL NOTES: SERIES 5500 IMPACT RESISTANT, VINYL SINGLE HUNG WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 3) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 4) MAX. 1/4" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS- WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 5) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. MAX. BUCK WIDTH �f SEE TABLE 1 28" - +- 12" MAX. - O.C. B, SEE MAX. SHEET 3 A, SEE _ I .. I 12" MAX. i SHEET 3� y_ 17.867'AX. O.C. MAX. BUCK HEIGHT SEE O TABLE 1 (� - 1 MAX. O C. X t10" A ,13.773" MAX. O.C. 6-11j12" MAX. 7 B NO ANCHORS AT SILL I ELEVATION FOR TYP. FLANGE FRAME, PROVIEW/ORIEL CONFIGURATION (COTTAGE SIMILAR) MAX. BUCK WIDTH SEE TABLE 1 D, SEE � � 4" MAX. O.C. 2" MAX SHEET 4 C, SEE I SHEET 4� ° 4" MAX. 0� MAX. BUCK O.C. HEIGHT SEE x TABLE 1 JI IIILLL"""/ tt D__ — "2" M;x- ---- ELEVATION ELEVATION FOR TYP. FIN OR J -CHANNEL FRAME, EQUAL -LITE CONFIGURATION (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) TABLE 1: Window Buck Size Reinf.Design Pressure i Certification j Width I Height Configuration Level +) psf () p s ' (CAR) (dumber ( � 52-1/8" 84" Equal -lite 52-1/8" 84" -Std. ProView R1 50.0 50.0 190-285,1028 52-1/8" 91-13/16" Custom Sash 52-1/8" 52-1/8" 84" 84" Equal -lite Std. ProView If R21 65.0 70.0 190-286,1029 521/8 91-13/16 Custom Sash VINYL SH WINDOW FPA (IMP. -RESIST.) ao! 12/13/14 o GENERAL NOTES & ELEVATIONS loml J ROSOWSKI CERT. OF AUTH. #29296 1070 TECHNOLOGY DRIVEo N. VENICE, FL 34275 ISI of FPA -5500.0 I pl (941)-480-1600 SH -5500 + NTS L 1 OF 4Lq o z Z SHAPES MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLE ON THIS SHEET. „I G, % =� A. LYNN MILLER, P.E. P.E.# 58705 I TABLE 2: ANCHORS INSTALLED THROUGH FRAME TABLE 3: ANCHORS INSTALLED THROUGH INTEGRAL FIN Anchor Substrate Min. Edge Min. Anchor I 2-7/16" I 9/16" Distance Embedment 2-7/16" #10 8M5 P.T. Southern Pine (SG=0.55) 7/16" 1.3/8" 2-1/2" x .131" Common Nail (steel, I" S.S. Steel, A36 3/8" 0.05(y" Max. DP of 50.0 or 410 S.S.) Steel Stud, A653 Gr. 33 3/8" 0.0346" (20 Ga.) 2-1/2" x .131" Ring -shank Nail Max. DP of 50.0 Aluminum, 6063-T5 3/8" 0.0713" (14 Ga.) 2-1/2" x .145" Roofing Nail T P.T. Southem Pine (SG=0.55) 9/16" 1-3/8" #12 SMS Steel, A36 3/8" 0.050" #10 SMS (steel, 1U S.S. or 410 S.S.) Steel Stud, A653 Gr. 33 3/8" 0.0346" (20 Ga.) (steel, 18-8 S.S. JLXL Aluminum, 6063-T5 3/8" 1 0.0713" (14 Ga.) or 410 S.S.) 3/16" Ultracon P.T. Southem Pine (SG=0.55) 7/16" 1.3!81 (steel) Concrete (min. 285 ksi) V 13/8" Max. DP of 50.0 Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" ANCHOR NOTES: TABLE 4: REINFORCEMENT TYPES PVB INTERLAYER MANUFACTURED BY DUPONT INC. (AKA KURARAY AMERICA, INC.) 1) "UNGROUTED CMU" VALUES MAY 1/4" UltraCon<LCOncrete (steel) (min. 2.85 ksi) V 13/4 BE USED FOR ROUTED CMU Ungrou e o GLASS/ANCHOR OPTIONS - Concrete 285 ksi) 2-1/7 1 V4" APPLICATIONS. (min. j P.T. Southem Pine (SG=0.55)1" CERT. OF AUTI-L #29296 I -TV, 2) PANHEAD, FLATHEAD OR 1/4" Crete -Flex Concrete (min. 3.35 ksi) 1" 13/4" HEXHEAD ARE ACCEPTABLE. (410 S.S.) Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 3) ANCHOR LENGTH TO BE SO THAT A. LYP P.E. Concrete (min. 3.35 ksi) 2-1/2" I 1,3,/4" A MIN. OF 3 THREADS EXTEND E.#58705 Concrete (min. 3.275 ks7 1-1/2" � 1�3✓8" BEYOND THE METAL SUBSTRATE. 1/4" Aggre-Gator P.T. Southem Pine (SG=0.55) V 1.WV' Ungrouted CMU, (ASTM C-90) 2" 1-1/4" Substrate P.T. Southern Pine (SG=.55) , P.T. Southern Pine (SG=.55) P.T. Southem Pine (SG=.55) P.T. Southern Pine (SG= -55) Aluminum, 6063-T5 Steel Stud, Gr. 33 Steel, A36 Min. Edge Min. Distance Embedment 9/16" I 2-7/16" I 9/16" i 2-7/16" 9/16" 2-7/16" 3/4" 13/8" 3/8" 0.0713" (14 Ga.) 3/8" 0.0346" (20 Ga.)' 3/8" 0.050" d GE -7700 OR 7/8" NOM. DOW-791— 7/8" NOM. SILICONE \A SHAPE IN A BLOCK AND OBTAINING DESIGN 1/2" NOM.GLASS BITE TYP. EXTERIOR ; TYP. GLAZING DETAIL FROM THE ON SHEET 1. REINFORCENT TYPE A WINDOW SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE 7/8" NOM. 7/8" NOM. SHAPE IN A BLOCK AND OBTAINING DESIGN / V n V PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE TABLE ; FROM THE ON SHEET 1. 5/16" A/A PVB \ 5/16" A/A PVB REINFORCENT TYPE B —f -J WIDTH WIDTH J-- 7/16" AIR SPACE 1/8" ANNEALED OR \F 3/8" AIR SPACE -- 3/16" ANNEALED OR TEMPERED GLASS TEMPERED GLASS T 19DURASEAL, ' TF = _ w DURASEAL, SUPERSPACER5 OR CARDINAL _ _ SUPERSPACER OR CARDINAL REINFORCENT TYPE C / EDGE L- XL EDGE — -- JLXL RADIUSTOP ARCHTOP GLAZING TYPES (EQUAL -LITE SHOWN) (PROVIEW/ORIEL SHOWN) TABLE 4: REINFORCEMENT TYPES PVB INTERLAYER MANUFACTURED BY DUPONT INC. (AKA KURARAY AMERICA, INC.) ; , _ ;•!,: • '` > Reinforcement VINYL SH WINDOW FPA (IMP. -RESIST.) Jod 12/13/14 Upper Lite Lower Lite Level Bottom Bottom Side o GLASS/ANCHOR OPTIONS �oml J ROSOWSKI Rall Top Rall Rail Rails R1 B A A A_ CERT. OF AUTI-L #29296 a cc C) R2 C A A A 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 d SH -5500 INI NTS 2 OF 4 z� FPA -5500.0 �� z°I A. LYP P.E. I1 I� E.#58705 i SHOWN yRi1lT�A INSTALLED THROUGHiX BUCKSTRIP FLANGE FRAME SHOWN BU HEI( - I EDGE DISTANCE EMBEDMENT EMBEDMENT 7n,/- EDGEDISTANCE °"- OPT. SASH TOP LIFT RAIL OPT. SASH BOTTOM LIFT HANDLE/LOCK J EQUAL LEG FRAME SHOWN I JL�r /�I I / NO ANCHORS REQUIRED IN / FLANGE OR FRAME SILLS VERTICAL SECTION B -B SHOWN INSTALLED DIRECTLY TO SUBSTRATE FLANGE FRAME SHOWN m I czfL!CTf A-A ]D i % D FLANGE FRAME SHOWN INSTALLATION THROUGH EXTERIOR INSTALLATION NOTES: SHOWN INSTALLED ' THROUGH 1X �" ---�- EMBEDMENT BUCKSTRIP ?� EDGE D 6k G (q5 � /DISTANCE - t / / EDGE CERT_ OF AUTH. #29296 DISTANCE 1070 TECHNOLOGY DRIVE S JEQUAL ILEG - FRAME 'ISH -5500 I n� NTS !, 3 OF 4 I^, z I FPA SHOWN I 1) SEE SHEET 1 FOR SPACING REQUIREMENTS. 2) SEE TABLE(S) ON SHEET 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. 3) MAX. SHIM THICKNESS TO BE 1/4". 4) GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. 5) FIN AND/OR FLANGE MAY BE REMOVED TO CREATE OTHER FRAME TYPES" THE FRAME, INTO METAL ;.: .. :21 VINYL SH WINDOW FPA (IMP.-RESIST.)101 12/13/14 FLANGE & EQUAL-LEG/BOX FRAMES hml J ROSOWSKI 6k G (q5 CERT_ OF AUTH. #29296 - "' •J• 1070 TECHNOLOGY DRIVE o N. VENICE, FL 34275 (941 x480-1600 'ISH -5500 I n� NTS !, 3 OF 4 I^, z I FPA -5500-0 1� z I A. LYP E.# 0705 P.E. SHOWN INSTALLED EDGE DISTANCE SHOWN INSTALLED SHOWN T ROUGH THE THROUGH THE INSTALLED _ _ �, THROUGH THE FRAME FRAME INTEGRAL FIN ��, _ EDGE DISTANCE -� J -CHANNEL _ EMBEDMENT r FRAME EMBEDMENT SHOWN �LJr �o D� EMBEDMENT EDGE au DISTANCE Q� I ' OPT. SASH TOP EXTERIOR LIFT RAIL J \ c---� FIN FRAME i^ J -CHANNEL I SHOWN r FRAME I SHOWN BUCK WIDTH I D in- uo RIP' HORIZONTAL SECTION C -C BUCK HEIGHT EXTERIOR a l� OPT. SASH FIN BOTTOM LIFT FRAME HANDLE/LOCK SHOWN 1 uo i I SHOWN 1 EDGE INSTALLED DISTANCE THROUGH ------ THE THE INTEGRAL FIN`I DISTANCE I EMBEDMENT VERTICAL SECTION D -D EXTERIOI 10, INSTALLATION THROUGH r 15 iSHOWN zn- DAW EXTERIFIN �D� INSTALLATION THROUGH THE INSTALLATION NOTES: 1) SEE SHEET 1 FOR SPACING REQUIREMENTS. 2) SEE TABLE(S) ON SHEET 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. 3) MAX. SHIM THICKNESS TO BE 1/4-. 4) GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS - 5) FIN AND/OR FLANGE MAY BE REMOVED TO CREATE OTHER FRAME TYPES. THE FRAME, INTO METAL INTEGRAL FIN, INTO METAL IVINYL SH WINDOW FPA (IMP. -RESIST.) 12112/13/14 J -CHANNEL & INTEGRAL FIN FRAMESIo ml J ROSOWSKI ?-T, o - •blas ;- CERT. OF AUTH. #29296 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 ISH -5500 ISI NTS ISI 4 OF 4 ! zl FPA -5500-0 I� Z) A LYNN E.#58 O5 P.E. GENERAL NOTES: 1. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014 (5th EDITION) OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WINO LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 & 26. IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER,ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 & 20. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.ED., AS TESTED, WERE NOT OVERSTRESSED, A 33 .S INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS_ BERTHA H.V. ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1625 OF THE, ABOVE MENTIONED CODE AS PER ATL REPORTS: -HV BLADE 1Q #0214.01-03, #0715.01-03, #1004.01-05, #1214.01-05, J0317.02=06. #0609.01-10 AND #0210.01-11 AS PER TAS 201, TAS 202 AND TAS 203 PROTOCOLS & 11220.01-10 AS PER TAS 201, TAS 202 & TAS 203 PROTOCOLS LARGE MISSILE. -HV WINDOW BLADE ® x(0505.01-08 AS TAS 201, 202 & 203'PROTOCOLS AND 0725.01-08 AS PER TAS 202 PROTOCOL- 2. ROTOCOL2. HV BLADE @ AND HV WINDOW BLADE _Q ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19. 3. BERTHA H.V. ACCORDION PINS (HV SCREWS). USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE if 14X2.75 AND # 101.75 RESPECTIVELY, 410 -HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 ksT YIELD STRENGTH AND 180 1&1 TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV OACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION_ PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-176 ALLOY IS 31.7 ksi AND 35.7 ksi FOR 6005-T5 ALLOY. 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN. YIELD STRENGTH AND 90 ksi MIN. TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AIS1 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: HV BLADE : 12,T3,14,14A,15 AND 20 HV BLADE Q & ® WORKING IN UNISON: 12, 13 & 15 B. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM BEARS A U.S_ PATENT 6'779.582_ COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U -S. PATENT 5'458.179 ISSUED TO EASTERN METAL SUPPLY, INC - 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT -WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. 10. EACH UNIT MUST BEAR PERMANENT LABEL. IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME 'OWNER, TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HD CENFERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A HEADILY VISIBLE LOCATION.AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1710.82 OF THE FLORIDA BUILDING CODE. `� ✓_� 12. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED SY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (a) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D_, PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS_ (d) SITE SPECIFIC PROJECTSSHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P -ED. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. ,AREA. 1. FIV pLADES( && 6A GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 AREA 2; HV BLADE (D AND HV fVHFjE .. UCMW TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A -F, CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G -M, CONCRETE/BLOCK SHEET 7 CENTERMATE DETAILS HV SHEET 8 CENTERMATE ALTERNATING DETAILS HV SHEET 9 END CONNECTION DETAILS' 1-6, CONCRETE/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE SHEET 12 ANCHOR SCHEDULE- CONCRETE SHEET 13 ANCHOR SCHEDULE- CONCRETE SHEET 14 ANCHOR SCHEDULE- CONCRETE BLOCK SHEET 14A ANCHOR SCHEDULE- WOOD SHEET 15 INSTALLATION DETAILS M -R, WOOD SHEET 16 INSTALLATION DETAILS S -X, WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X. WOOD SHEET 18 AREA 3: FIV WINDOW BLADE 1nA ONLY TYPICAL SHUTTER ELEVATION SHEET 19 MEA 4: W WINDOW BLADE (1� ONLY INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 I THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMIT'S IN THE SPATE OF FLORIDA I FLORIDA BUILDING CODE(High Velocity HurCtcone Zone; ® 2015 EASTERN METAL SUPPLY, INC. CROTHA TM Ba I N G. Im SCC®Idl®1 Shutter 5 HV. WNWW H.V. RAEE #1 W/ OR W/O TILLIT ENGINEERING COMPANY _J��yg®' ���g®�SAmerqc®n REY.No DESCRIPTION DATE DRAWN BY: ��. 6355 N.W. TESTING do 38th, St, Ste. 305, VIRGINIA GARDENS, FLORIDA3316r� Ass®et®ti®n, Inc. Association, � 1 OLD 11-193 34/10/15 DATE 04/10/15 � O -QnR DV -4268 ce' .w _ . . Phone : (305)871-1530 . Fox : (305)871-1531 West Roods Drive 2 DRAWING NO `i s�fvNA` ti" e-mail: Gltec0000Lwm EB -0006719 West Palm Beach, FL 33407 Phone: (800)432-2204. Fax: (561)Z09-8380 3 , a 15-080 WALTER A. TILLIT Jr. P.E. P.E. SEAL/SIGNATURE/DATE FLORIDA Uc. # 44167 5 SHEET A 6 1 OF 20 1 3"f FORWINDOW MADE a Y m 2 '0 �ro SSri m• 0, o! J Ir r- r a55¢" 4.371 " I 4.857 O HV SOLID 13LADE COVERED UNDER US PATENT # 5458179 1� HV WINDOW BLADE'S *SEE LIMITATIONS OF USE OF BLADE ® ON SHEET 19 6063-T6 ALLOY AND TEMPER 3.556" .670 2226' I 0.072 _ 0.072* 3.226' ©HV ADJ. FLOOR TRACK. QUAUFIED FOR USE W/ HV BLADE 01 6063-T6 ALLOY AND TEMPER 0 1,917' oI �r083" -083" ` I U U .060' n . .060" a ry1 670 1.686' a 3520" , 11 HV CEILING HEADER Q0XUFIED FOR USE W/ HV BLADE 1 ONLY, SEE SECTIONS FOR VALIDITY. - 606S -T6 ALLOY AND TEMPER IMK XIMN. IMR t1'1"0.062' SIDE ANGLES QUAUFIED FOR USE W/ HV BLADE 0 6063-T6 ALLOY AND TEMPER H�%sem N 0-454" Qo I R (LD. 1 4.385" 4-999" HV UNIVERSAL FLOATER QUALIFIED FOR USE W/ HV BLADE 1O 6005-1`5 ALLOY AND TEMPER 3.226` 1.500' 085' n (NP•) I 4.897" (') HV ADJ. ADAPTER W/LIP QUALIFIED FOR USE W/ HV BLADE C) 6063-176 ALLOY AND TEMPER n VARIES N 1- 1.915' Max- � 1: r " Ch..083' .100' � N ego .060" o n L 214 670 3.520" 11 1 HV HEAD/ER/SILL (� QUALIFTE 80603-76 ALLOY AND BEEMPER1 ONLY 10 VARIES 1.918" i o Max. rn jII a .09 N I N II I r .375" � o ®.HV DIRECT MOUNT QUALIFIED FOR UE W/ HV BLADE 1, 6063-T6 ALLOY AN TEMPER 70'/ 072 o w o m 0 a m -815" 2.092' 4.436' 8�B_V WALK -OVER TMCI.S QUALIFIED FOR USE W/ HV BLADEA ��� 6063-T6 ALLOY AND TEMPER 1.936" O m .093' A93' om r1Oi,� 670 -o r 13 SID CEILING HEADER/SILL- QUALIFIED EADER/SILLQUALIFIED FOR USE W/ HV BLADED SEE SECTIONS FOR VALIDITY. 6063-T6 AL.LOY AND TEMPER COMPONENT A B T1 T2 © 2-' 5- MAY- 1/8" 1/8' 18 13 ALUMINUM ANGLES 19 QUALIFIED FOR USE W/ HV BLADE0 ONLY, R 6063-T6 ALLOY AND TE ,":..E �T • "�/ST " OF ' P-E."SAN../SIGNATURE/DATE 2" 5" MAX- 0.192" 0.192" 2.5' 7" MAX. 0.190' 0.190- 2' 5' MAX. 0.139" 0.131" 1-491" 1.200" O `L bl Ya ® HV 90°/180' STARTER QUAUFIED (OR USE W/ HV BLADE 1 6063-T6 ALLOY AND TEMPER 2.570' -994'( nn II 670 .1-00 0" 842T 12 ' ,920 O HV TRENCH TRACK QUALIFIED FOR USE W/ HV BLADE 01 ONLY. 6063-T6 ALLOY AND TEMPER VARIES 1-936" � 'L - Moxa o n 670 27�, 3.529' 14 HD WALL HEADERaLL QUAUFIED FOR USE W/ HV BLADE1O ONLY. 6063-T6 ALLOY AND TEMPER - X Y t y 2' 2- 0.125' 3- I 3- 0.090" I X I Q CORNER POSTS QUALIFIED FOR USE W/ HV BLADE 1� 6063-T6 ALLOY AND TEMPER .373f- 4- 0 73 4- 0 n rj o - 1.375' I' `255" 3-750' I 1: HV INGUARD QUAUFIED FOR U��l )))E W/ HV BLADE 1 6063 -TG ALLOY A TEMPER FLORIDA BUILDING CODE(High Velocity Hurricane Zone, 2015 EASTERN METAL SUPPLY, INC. BERTHA TM i 1 L ECO ' N �. Accordion Shutter System ININDOW KV KADE #1 W/ OR W/0 KV. MADE American Systems 1REVN°I DESCRIPnoN DATE DRAWN 6Y: M.L. TILUT TESTING do ENGINEERING COMPANY gSzhutter Assoc'9allon® Inc. 1 1 OLD 11-193 4/10/15 RATE: 04/10/15 6355 N.W. 36th, St, Stc. 305, VIRGINIA GARDENS, RORDA 33166c Phone : (305)871-1530 : Fax : (305)871-1531 4268 Wes{ Roads Drive i z I DRAWING No e-mgil. ulteco®ooLcom EB -0006719 West Palm Beach, FL 33407 I 3 Phone: (800)432-2204 • Fax: (561)209-8380 4 1 �'-®® WALTER A. TILUT Jr. P.E. FLORIDA Uc. # 44167 ? 5 I I SHEET 6 I I 2 OF 20 I, 4.576" 2.293" .745' � I -06,?� _062" i ( n °0 1.325' N 0 - 21 HV CENTERMATE QUALIFIED FOR USE W/ HV BLADE 10& g ONLY 6063-T6 ALLOY AND TEMPER a + c j-0-091, . I 2.750' 2750' I PLAN I FRONT ELEVATION �7 LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADEOONLY 6063-T6 ALLOY AND TEMPER 31 HD CENTERMATE W/ NO LOCKING ROD QUALIFIED FOR USE W/ HV BLADE & 60637T6 ALLOY AND TEMPER VARIES, 12' MIN. 1/4" 0-20 SS. OR 3/6-#-16 Ac>Ta THVMascRexs_ (SEE DETARS) LOCKING ROD 0. QUALIFIED FOR USE W/ HV BLADE 1Q 6063-T6 ALLOY AND TEMPER Q 5 INSTALLATION WILL REQUIRE A 7/16" HOLE D ILLED AT TRACKS FOR PROPER EMBEDMENT 4.660' .745'. 2.293' 0 p,0 O ^I O I O 0 cV 0 06ti s, 2 HV FLOATIfgG CENTERMATE `s QUAUAED FOR USE W/ HV BLADED& 1A ONLY 6063-T6 ALLOY AND TEMPER 2.874" 1.756' ..922" a N 41f I O M O N N n m M o tD m Q-' HV MALE "T" LOCK CENTERMATE. QUALIFIED FOR USE W/ HV BLADE 1OONLY 6063-T6 ALLOY AND TEMPER 1.917' r of m _ 0 m • .r .063 •062" in .214: °D :m ro o ® HD CENTERMATE W./ LOCKING ROD QUALIFIED FOR USE W/ HV BLADE D& 6063-T6 ALLOY AND TEMPER © HV 3/8"0-16 ACETAL, THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE 10 lot USE A. 7l�i ' - ,T'6% po slnEoF i Xto DiITE to.334' rn � m � N o N N r O C, M I--� o^� 10W "06p w1.325" I m 3.023 h 23 HV CORNER CENTERMATE QUALIFIED FOR USE W/ HV BLADEO ONLY 6063-T6 ALLOY AND TEMPER 1/4'-20x1/2' FIAT HEAD 1/4'-20 r -DIE CAST THREADED / HOUSING ENAMEL S.S.MS. � � OidCEO PAINTED (2 TYP m-5 rn BERTHA TM ! L !ECO ' N C . *—.R.ASSIV, W318'YLJNDFSZ Accordion Shutter System m & KEYS (CHROME PLATED) IREY.N- DESCRIPTION DATE DRAWN BY: M.L T[LUT TESTING &ENGINEERING COMPANY Association, Inc. V LOCK875' 6355 N.W. 36th. St, Ste. 305, VIRGINIA GARDENS, FLORIDA 33161^ Phone : (305)871-1530 . Fax : (305)871-1531 4268 West Roods Drive 2 DRAWING No QUALIFIED FOR USE W/ HV West Palm Beach, FL 33407 Fax: 3 g 5-080 WALTER A. TILUT Jr. P.E. BLADE(j) & ® ONLY. 4.045` Z.079' 1.75.3 06 m O N Y] io 081` fa m� --� HV FEMALE "T'' LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE MONLY 6063-T6 ALLOY AND TEMPERIT- � HD CENTERMATE'S INSERT QUALIFIED FOR USE W/ HV BLADE 0& 6063-T6 ALLOY AND TEMPER t1/2' 1 /4'0 HV 1/4" 0-20 AISI 304 SERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE(1) 1/4'-20-- 1HREWEDIE CAST HOUSING ENAMEL AINTS) am BA7(FD P GRESS TURN KNOB. BRASS MNOER (CHROME PLATED) HV EGRESS LOCK QUALIFIED FOR USE W/ HV BLADE 1) & ® ONLY. -.I I-250 D -D. 18' PLASTIC HEAD 0 -518. 2 MOLDED TO SCREW � r o n —360' AFTER RNk71NG .825' d BEFORE RIVETING 1/4"P-20 X 3/4 " S.S. THUMBSCREN 1/4"0-20 RIVNUT* SERIES 9444 ALUMINUM (2024-T3 ALLOY) LARGE FLANGE THIN 822" SHEET NUTSERT, PART 3 0820, AS MANUFACTURED BY AVDEL CHERRY TEXTORN, PARSIPPENY, NEW JERSEY 07054 OR EQUAL yV "T" LOCK HV ALTERNATIVE LOCK QUALIFIED FOR USE QUALIFIED FOR USE W/ HV W/HV BLADEiQ ONLY. BLADE Q ONLY. /�THUMBTURN I-jy{ CYLINDER OR KEY CYLINDER .545" N 0.875 Min. N � o O m or 1 .125" Max. m n0 0 m m m m o 0 c -804"*±=ia �zl d- 1.57Min. RN OR KEY CYLINDER 1.78- Max_ HD LOCK BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. QUALIFIED FOR USE W/ HV BLADE 1O& 0 FLORIDA BUILDING CODE(High Velocity Hurricane Zane I © 2015 EASTERN METAL SUPPLY, INC. BERTHA TM ! L !ECO ' N C . Accordion Shutter System H V. MAN #1 W/ OR W/0 RV. LPA American Shutter Systems IREY.N- DESCRIPTION DATE DRAWN BY: M.L T[LUT TESTING &ENGINEERING COMPANY Association, Inc. 1 OED 11-193 34/10/15 DATE 04/10/15 6355 N.W. 36th. St, Ste. 305, VIRGINIA GARDENS, FLORIDA 33161^ Phone : (305)871-1530 . Fax : (305)871-1531 4268 West Roods Drive 2 DRAWING No e -moil: 6ltecoGaol_com EB -0006719 West Palm Beach, FL 33407 Fax: 3 g 5-080 WALTER A. TILUT Jr. P.E. Phone: (800)432-2204 _ (561)209-8380 4 1 FLORIDA UE # 44167 53 SHEET _ a F 20 SHUTTER ASSEMBLY SCHEDULE FOR HV n HV M 41 O HV BLADE 1 40 3 ® HV BLADE 1A I I W -LONG RECESSED NYLON BUSHING Y 39 fII I..oF 3� HV SHORT RECESSED NYLON BUSHING _ oam ® HV NYLON HAT WASHER Q OR ® N 41 HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870"x3/16" THICK NYLON WHEELJ 0.188"0 AISI 302 SERIES S.S. RIVETS L ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR FIV 2 3/4" ACCORDION PIN W/ #8 HEAD * 1 ® 4 POLYCARBONATE IMPACT RESISTANT HV WINDOW I i 3 ' !Q OR (9 I ® or 4U3 v� iC�SEE NOTE FOR j EQUIREMENTS) IV PIN BEQUIREMENTS AT EXTERIQR BLADE KNUCKLE FOR 11 1 X�Vc HV ffl FIV (1) HV PIN 0 SHALL ALWAYS BE USED AT -ALL EXTERIOR 3® Nwo BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV10 OR HV 19 BLADE. TYPICAL SHUTTER ASSEMBLY N.T.S' (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1U 00.324 - BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. .048-1" r- fj TMP (3) HV PIN © OR 0 W/ 1/2" O.D. 1/16" THICK S.S. WASHER ® y SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, &j 9 SHEET 0 WHEEL CARRIAGE DETAIL 3/8"0 Ii I 12" M�IAR�ICE TO GE 1A -1875': HV WINDOW BLADE -0625- BLADE'S •0 OPENIN r7 KNUCKLE 0625 i1 ( ) .. �FLAATT PPOpRTT10N A t` HV .0625" -- 1 EXTERIOR .0625a -0525" SF ON x_x .TS f3-00 - .0625_JX0625 3-7500" " ± 513/4" eFcnoN Y -Y ON CM- TERS KTs .7500" Z 1 /4- EnMOR FT EMWON CLEAR w s BSNTYPICAL HV WINDOW BLADE OA AND T5 POLYCARBONATE HV WINDOW DETAIL N.T.S. * POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE 12- MIN. CLEARAVCE RESINS, UV—STABILIZED GRADE OR SABIC To BLADE SCMM INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE "F" ON SHEET 19). POLYCARBONATE SOURCES FOR O 2 7/8" MIN. 15"D i (� AKAR SEPARATION BETWEEN LBLADE OPENINGS HV .0625" -- 1 EXTERIOR .0625a -0525" SF ON x_x .TS f3-00 - .0625_JX0625 3-7500" " ± 513/4" eFcnoN Y -Y ON CM- TERS KTs .7500" Z 1 /4- EnMOR FT EMWON CLEAR w s BSNTYPICAL HV WINDOW BLADE OA AND T5 POLYCARBONATE HV WINDOW DETAIL N.T.S. * POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE 12- MIN. CLEARAVCE RESINS, UV—STABILIZED GRADE OR SABIC To BLADE SCMM INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE "F" ON SHEET 19). POLYCARBONATE SOURCES FOR O RESULT TYPICAL PROPERTIES STANDMw amen x= REPTRETH:E I OR PHYCIf'AI . SPECIFIC GRAVnY . ASTM D792 0.043 Ib/in 0.043 Ib/',n ( it f{ pp(D 4 9,400 P. -L 9,500 p -,.L FLEXURAL STRENGTH AT YIELD ASTM D790 12500 P.J. OOR FLEXURAL MODULUS ASTM 0790 340.000 p..L �I 7<�L- NOTCHED IZOD emVikl` EXTERIOR NV PIN OR (3 AT _ EXTERIOR BLADE'S KNUCKLE. (SEE NOTE * FORRE REQUIREMENTS) - I I I I III T ASSEMBLY LAYOUT N.T.S. ASM 0635- HV .0625" -- 1 EXTERIOR .0625a -0525" SF ON x_x .TS f3-00 - .0625_JX0625 3-7500" " ± 513/4" eFcnoN Y -Y ON CM- TERS KTs .7500" Z 1 /4- EnMOR FT EMWON CLEAR w s BSNTYPICAL HV WINDOW BLADE OA AND T5 POLYCARBONATE HV WINDOW DETAIL N.T.S. * POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE 12- MIN. CLEARAVCE RESINS, UV—STABILIZED GRADE OR SABIC To BLADE SCMM INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE "F" ON SHEET 19). POLYCARBONATE SOURCES FOR 7VVSIIE STRENGTH AFFER WFAINERNG AAM 6389302 ;,&L 6840 P --.,Ln . H V BLADE SOLID & (A HV WINDOW BLADE DETAILS TENSILE SIRESS BEFORE WFATHEIMI; AAM 636 8461 p.e.L 8680 0�j. N.T.S. FLORIDA BUILDING CODE(High Velocity Hurricane Zone: �,• tett i!. �'� _ •-,- • ��l � ®2015 EASTERN METAL SUPPLY, INC- E BERTHA HVTm I I L I E G 4 ' IP! c . \ .Accor io Shutter System / H.V.#1 W/ OR W/0 KV_ WI�WW DAM American Shutter SystemsREV-wu DESCPo F"ON DATE DRAWN BY: M.L r� �TILLIT TESTING do ENGINEERING COMPANY Inc./10/1s DATE: 04/lo/ts OF Association, 1 oIn „-,93 '[.QN.W. 36th. SL,_ Sta 303, VIRGINIA GARDENS, FLORIDA 3316 v Phone 305 871-1530 . Fax : 305)871-1531 4268 West Roads Drive 2 jP` �, , ( ) ( DRAWING No .......... -•- `� ,1 e-ma1 tilteco�vol.com West Palm Beach, FL 33407 3 s� +,s EB -0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 15--080 ��� ANAL E�/'10 WALTER A. TILUT Jr. P.E. i P.E. SEAC%StfiNAl1:LJRE/11& FLORIDA Lic. 9 44167 S I SHEET 6 1 4 OF 20 APPLICA13LE RESULT TYPICAL PROPERTIES STANDMw amen x= REPTRETH:E T® Iv]Ow 1® IPS PHYCIf'AI . SPECIFIC GRAVnY . ASTM D792 0.043 Ib/in 0.043 Ib/',n IEMiaMrdl TENSILE YIELD STRENGTH ASTM D638 9,400 P. -L 9,500 p -,.L FLEXURAL STRENGTH AT YIELD ASTM D790 12500 P.J. 13.400 psL FLEXURAL MODULUS ASTM 0790 340.000 p..L 345.000 psi. 7<�L- NOTCHED IZOD emVikl` ASTIA D256 18 FT-Ibt,n 17 FT-IbCn - FlRF .HAH1f'fFRi$TLC$: SMOKE DENSUT ASTM D2843 472 X 64.5_ R MAX RATE OF DUPJJM ASM 0635- C-1 BASS C-1 CLASS SELF IGNITION ASPM D1929 1040 T 980 T ASTM 6155 7VVSIIE STRENGTH AFFER WFAINERNG AAM 6389302 ;,&L 6840 P --.,Ln . H V BLADE SOLID & (A HV WINDOW BLADE DETAILS TENSILE SIRESS BEFORE WFATHEIMI; AAM 636 8461 p.e.L 8680 0�j. N.T.S. FLORIDA BUILDING CODE(High Velocity Hurricane Zone: �,• tett i!. �'� _ •-,- • ��l � ®2015 EASTERN METAL SUPPLY, INC- E BERTHA HVTm I I L I E G 4 ' IP! c . \ .Accor io Shutter System / H.V.#1 W/ OR W/0 KV_ WI�WW DAM American Shutter SystemsREV-wu DESCPo F"ON DATE DRAWN BY: M.L r� �TILLIT TESTING do ENGINEERING COMPANY Inc./10/1s DATE: 04/lo/ts OF Association, 1 oIn „-,93 '[.QN.W. 36th. SL,_ Sta 303, VIRGINIA GARDENS, FLORIDA 3316 v Phone 305 871-1530 . Fax : 305)871-1531 4268 West Roads Drive 2 jP` �, , ( ) ( DRAWING No .......... -•- `� ,1 e-ma1 tilteco�vol.com West Palm Beach, FL 33407 3 s� +,s EB -0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 15--080 ��� ANAL E�/'10 WALTER A. TILUT Jr. P.E. i P.E. SEAC%StfiNAl1:LJRE/11& FLORIDA Lic. 9 44167 S I SHEET 6 1 4 OF 20 O �Ov NDC—HVC gt{ his 16 u I SEE END — CONNECTION DETAILS ON tD111 I J L M p O R y x SHEETS 10 & UT 18 TYP. FULL I1 HEIGHT. UNOMam vilan1 11 /l OR®OR ©'BOOR®OR'Q +�OR • 1 Q + /i G1�Q+ ���+©� ®+®oR 1@S +@aR @-@aROoR(f�+® TYPICAL (11 HV BLADE SHUTTER ELEVATION N.T.S. 10 f f01111 111111"' F - S1ONA%-'C / P.E. SEAL/SIGNATURE/DATE OF CORNER CENTERMATE *NOTES ON HV LOCKS AND CENTERMATES® 1. MANDATORY CONDRION 11: ONE HV LOCK ® or ® SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE OR BOW 2 OF SHUTTER SPAN FOR SPANS UP TO 105', AND FOR INST TIONS AT ANY ELEVATION. HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO U1 OR CE NTT RMATES W/(2) 1/4'4-20 x 1/2" LONG FLAT HEAD S -S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2. 1 / �AUD SAN EQR TWO HV LOCKSOR OR ONE HV LOCK l2� OR l � W/ TWO LOCKING RODS AT TOP & BOTTOM SHALL BE SED F R ANY SPAN AND IN ALLATIO AT ANY ELEVATION. HV LOCK ® OR ® SHALL BE ATTACHED TO OR © CENTERMATES W/ SAME SPECIFICATIONS AS PER MANDATORY CONDITION f1_ LOCATION OF LOCK LOCKS AS APPLICABLE SHALL. BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE #3 ON SHEET 12. 3, O=NAL PMMQtf 41- IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS OR qq MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES OR ® SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 4. OFTMAL CONDITION J2 MUD ONLY WHEN DATORY CONDmoN #'B OR L mnw mANDAmgy CONDT5ION 2 1S USED W/IWO H.V. LOCM LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY I BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 5. M&NDMIRY CONDITION #2: ONE HV LOCK ® ® SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN i AND INSTALLATIONS AT ANY ELEVATION. HV LOCK 2 or ®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED .Tb 0 ENx CORNER CTERMATE W/(2) 1/4 4-20 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION_ MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 6. PE a ONE ALTERNATE HV LOCK qg MAY BE USED IN LIEU OF HV LOCK 0 or FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE LOCK ® MAY BE USE AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4"4-20x3/4" S.S. THUMBSCREW TO ® OR ® CENTERMATES SHALL BE MADE -W/ 1/4"4-20x3/4" ALUM. j RIVNUT AS SHOWN ON SECTION HVE. SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER. SPAN. j 7. MANDATORY CONDMON _S3 FOR KEYSTONE MDLINDNG INSTALLATIONS, ONE HV LOCK @ or ® or ® SHALL BE J USED AT 1/2 OFSHUTTER SPAN FOR ANY SPAN OR 12' ABOVE 012 BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP I TO 88', AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK ® or 0 or ® MAY -BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO ® or 0 SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 x 1/2' LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVA110M USE OF LOCKING RODS 0 W/ OR ® TOP AND BOTTOM IS COMPLETELY -MANDATORY. *NOTES ON HV AT" LOCKS AND CENTERMATES: i 1. SECOND ALTERNATE TO DATORY CONDMON #1 VALH) ONLY FOR HY 'T' LOCK AND CE IERMATES 0) AND ONE ALTERNATE HV 7" LOCK ® MAY BE INSTALLED IN LIEU OF HV LOCKS 0 OR 0 FOR ANY SPAN AND INSTALLATION AT ANY ELEVATION. ALTERNATE LOCK® AY BE USED AS AN INSIDE ORO IDE LOCK. ATTACHMENT OF LOCK 0 INCLUDES USING REINFORCING LOCKER d , AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE I CONNECTED TO CENTERMATES 0 AND ® W/ 1/4"4-20 x 1 1/2" LONG S.S. THREADED BOLT W/ 7/8"4 x 3/32' WINGNUT OR W/ 1/4'4-20x1" S.S.M.S. INTO A 1/4"4x 5/8" RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMI1M ABOVE AND RFI OW MlDSPAN tSF OF TWO LOC INC, RODS iA. TOP AND ROTOM IS MANDATORY - *NOTES ON HD LOCKS CENTERMATES: 1. ONE ALTERNATE HD LOCK � MAYBE USED IN LIEU OF HV LOCKS OR V5 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE HD LOCK ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF HD LOCK !`3� TO (p IS W/ 3 #8 x 3/8" F.H. S.S.M.S., AND INCLUDES REINFORCEMENT INSERT 03 AS SHOWN ON SECTIONS HDB–HVB AND DC–HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS ® IS COMPLETELY OPTIONAL FLORIDA BUILDING CODE(High Velocity Hurricane Zone I1LIEC01Nc. \ TILLIT TESTING & ENGINEERING COMPANY 6353 N.W. 36th_ St_ site. 305, VIRMNIA GARDENS, FLORIDA 3316E, Phone : (305)871-1530 . Fax : (305)871-1531 H -V MAIM #1 W/ OR W/O RV. WI e—mail: tilteco®aol.com - IREV:No DESCRIPTION DATE EB -0006719 - Association, Inc. WALTER A. TILUT Jr. P.E - DATE 04/10/15 FLORIDA Lic. f 44167 FLORIDA BUILDING CODE(High Velocity Hurricane Zone ® 2015 EASTERN METAL SUPPLY. INC. BERTHA HVTm ML MM Accordion Shutter System H -V MAIM #1 W/ OR W/O RV. WI Americ®n Shutter Systems IREV:No DESCRIPTION DATE (DRAM BY: M.L. Association, Inc. i 1 OLD 11-193 04/10/151 DATE 04/10/15 4268 West Roads Drive z II DRAWING No West Palm Beach, FL 334-07 3 Phone: (800)432-2204 . Fox: (561)209-8380 3 4 15-090 1 5 SHEET ! 6 1 5 OF 20 POURED CONCRETE REQUIRED A. CONCRETE ANCHORS --� (SEE SCHEDULE ON SHEET 13) __ 12 OR14 7 * /2, E. I,1 1 i I I r _F. I I 1 MIN. SEPARATION r r TO GLASS (SEE 'Ll" SCHEDULE ON SHEtT 1 FDR BLADE 1QANDEXGLASS�4�BI.ADESQ& ® HV WALL HEADER INSTALLATION EXISTING GLAS" MIN. SEPARATION I I Y 1 TO GLASS (SEE I I 1 SCHEDULE ON SHEET 11 FOR BLADE(1iAND rTh I ON SHEET 19 FORI P' 13LADESD & / I I 1 1 � 111 1 ' 111 ONCRETE ANCHORS (SEE SCHEDULES ON POURED CONCRETE SHEETS 13 & 14A) OR CONCRETE BLOCK Max POURED CONCRETE REQUIRED CONCRETE ANCHORS /(SEE SCHEDULE ON / SHEEf 13) - 1' Min.1 /4'0-20x3/4" S.S. P 17 OR 1 S j -E Q- �—MACHINE SCREWS r I USING 1/4'-20 NUTS 1 2" ® 12' O.C. OR 15 250' Max. I 1 1 OPTIONAL / i 1 I I ®� MIN. SEPARATION w i A TO GLASS t,att SCHEDULE ON 1 EXISTING I SHEET 11) GLASS --i � I 1 ® HV WALL HEADER INSTALLATION EXISTING 1 GLASS --I �—{I IpR �• i 1 ; ; I 1 l I MIN. SEPARATION 1 o r TO GLASS (SEE SCHEDULE ON P SHEET 11) j : I I I' OPTIONAL i i'- I P 1/4' MCx it I D. * ' Rr WALL REQUIRED ( HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTIDNS- 1- SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUR ANY INSTALLATION. r -- 1/ -- -�� 13 OR 15 r--� 1/4'0-200/4' S.S. L --- E Eq PHILLIPS TRUSS HEAD L�oR 1 S MACHINE SCREWS USING I' 1/4'-20 NUTS 9 12' O.C_ Min. CONCRETE ANCHORS (SEE SCHEDULES ON POURED CONCRETE SHEETS 13 do 14A) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION POURED CONCRETE OR CONCRETE BLOCK? REQUIRED / /CONCRETE ANCHORS / (SEE SCHEDULES SHEETS 13 & 14A) r -- O.'k a D. I OPTIONAL MIN. SEPARATION TO GLASS (SEE SCHEDULE Ot EXISTING SHEET 11) GLASS P 1/4'+e -20x3/4' SS. VMACHINE SCREWS W/ 1/4'-20 NUTS ® 12" O.C. 1' r Mm. �EQ EQ - 13 � 15 .250" n I 1 Max II 1 1 I I i I I I I I � I I � I ( I A ,T1 HV WALL HEADER INSTALLATION I I MIN. SEPARATION EXISTING TO GLASS . GLASS - (acs SCHEDULE (m SHEET 11) OPTIONAL D? N I / /1/2- -- CONCRETE ANCHORS (SEE SCHEDULES ON POURED CONCRETE SHEETS 13 & 14A) OR CONCRETE BLOCK REQUIRED � 1 1 i r 1 - 1 1 a + t 1 1 1 I I I r 1/4-j Max. 13 OR 15 - Min - 1/4'0 -20x3/4" S.S. PHILLIPS TRUSS HEAD MACHINE SCREWS W/ 1/4'-20 NUTS ® 12' O.C. ®HV WALL SILL INSTALLATION * E. D. - EDGE DISTANCE INSTALLATION DET ILS W1 (SEE SPECIFICATIONS ON SHEET 13) + SEE LIMITATIONS OF USE FOR HV BLADE to ON SHEET 19 I BLADE v JGENSF ' =, FsS►QNt►�-�!{Ff P.E. SEAL%SiGNATURE/DATE FLORIDA BUILDING CODE(High Velocity Hurricane Zone'! © 2015 EASTERN METAL SUPPLY, INC. BERTHA TM Accordion Shutter System H.V. RAN #1 W/ OR W/0 RV_ WINDOW KADE American Shutter Systems REV.N. DESCRIP110N DATE DRAWN BY: N.L. r Association, Inc. 1 1 OLD 11-193 4/10/15 DATE 04/10/15 4268 West Roads Drive 1 2 West Palm Beach, FL 33407 DRAWING No Phone: (800)432-2204 . Fax: (561)209-8380 4 j 15-080 5 I6 SHEET d 6 1 6 OF 20 IILIECOINC. TILLIT TESTING do ENGINEERING COMPANY 6355 N.W. 36th. St, Ste. 305, VIRGINIA GARDENS, FLORIDA 3316E Phone : (305)871-1530 . Fax : (305)871-1531 e-mail: Ulteco®aol.com EB -0006719 WALTER A TILUT Jr. P.E. FLORIDA Uc. # 44167 FLORIDA BUILDING CODE(High Velocity Hurricane Zone'! © 2015 EASTERN METAL SUPPLY, INC. BERTHA TM Accordion Shutter System H.V. RAN #1 W/ OR W/0 RV_ WINDOW KADE American Shutter Systems REV.N. DESCRIP110N DATE DRAWN BY: N.L. r Association, Inc. 1 1 OLD 11-193 4/10/15 DATE 04/10/15 4268 West Roads Drive 1 2 West Palm Beach, FL 33407 DRAWING No Phone: (800)432-2204 . Fax: (561)209-8380 4 j 15-080 5 I6 SHEET d 6 1 6 OF 20 Dot IDI: n CON REC CONCRETE ANCHORS 13) EDGE OF -SLAB IF APPucaBLF OR OR T rj I n 1 M I 11 N 11, I 1 I It I XISTING i IAN. SEPARRION ' I To GLASS (SEE SQiiDl11E � i 1 11 FDR 6tADE 11—O OR I ON SLEET 19 OR w T I t CCS HV CEILING INSTALLATION I j NN. SO-AMON TO MASS —(sg SCNEV "') OM'� EXISTING i SHEET n) GLASS —i 1 ' I I #14x3/4" HEX HEAD TEK SCREWS ® 9" O.C. I W SEPARR ON I 1D GLASS (SEE sPIEDuLE ON SPEEr 11 FOR GLADE 1r t ON SHEET 79 �7F3 � EXISTING� Gtass I ALTERNATE ANCHOR LOCATION 1 I jJI ©+ `/ i EDGE OF -----I �1 SLAB IF I / APPLICABLE j Q. POURED CONCRETE REQUIRED D. -- Q OR ®� i I i V I NIH. SEPARNIM ' ' 1 TO MASS Im' ,—(SEE S U E ON -1 i I EXISTING. a i ' #10x3/4' HEX GLASS-- i WASHER HEAD ' I' ~ i i TEK SCREWS ® 12'O.C_ t1 i CONCRETE ANCHORS (SEE SCHEDULE ON ' g SHEET 13) /I I ✓ E i gf I i � EDGE OF /2 1 —SLAB IF SLAB OF APPUCABL I �APPLICABLE POURED 3 —E_ CONCRETE D.*� REQU RED -L D FIAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) ® HV FLOOR INSTALLATION t (DHV WALK—OVER INSTALLATION. CONCRETE ANCHORS 1 I I (SEE SCHEDULES ON EXISTING SHEETS 14 & 14A) MIN. SEPARATION MIN. SEPARATION I I TO GLASS 4'(SEE SCttEDULE ON- j SHEET 11) I � I 11' EXISTING GLASS I E i EDGE OF SLAB IF APPLICABLE ruOnry- FIAT HEAD CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHEET 14) REQUIRED 11 TRENCH INSTALLATION VAUD ONLY FOR UP TO +70. —75 PSF A.S.D. DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE J4, SHEET 11 GLASS— TO GLASS i i i EXISTING EXISTING MfN SEPnxanaN i `(SEE SCHEDULE ON--irT i i--� GLASS---- MIN. SEPARATION i I i� O TO CLASS Gtr L> y SHEET 11) i i i i �_ TO GCASS I i 1/40 rIW BIALDIX TAPCON W/ s1IE> r tt) I i On, I , (SEE SCHEDULE 0 ' J I AwANCED THREN)FORM ' ' I 1/4" ' SHEET 11) I i I i TEC"NQLOGY OR 1/4-0 POWERS I / ! EF MAX-. ' Itrfrf»t I rrrhhh I FASTENERS TAPPER+ ANCHORS W I a 1 X 9 3/4" MIK I I 1 I I I / MA. III - I I I _EMBEDMENT®6" �7 PPP 3 OR j g I I „I #10x3/4 HEX / i O.C. FOR UP TO 6'-O' SPAN AND tlr, Trri. I WASHER HEAD + t 4- O.C. FOR SPANS LARGER THAN 1.1 1 1 MIN. ' ' TEK SCREWS i i 6'-0" UP TO 8'-0" MAX. APPLY • 1 8' 12'0-C. -�'/ ' I 1' I I SEALANT AT EVERY FASIENQ( HEAD I 8 ' 1 i' I I t (TVP.) (SEE NOTE 1"F ON SHEET 11 1/2 - FL 8" FOR LIMITATIONS 3 8" ' CONCRETE PNCHORS r-_--_- fat+O 3/g 14x3/4" S.D.S. r_ / i r7/, i 1 �- i ) / MAX. OR 1 4"x-20 S.S. M -S. I m f �` J ' (SEE SCHEDULE ON n 1 1 uIf, ® 9"• 0. C. I W/ NUT a9 9' O.C. t -- - - Max. ---1/2'--- OR SHEET 14) n 1 -20x3/4"SS AAS I I I X 7 7 R 1 8 ;•p. •- .. T I - USING 1/4'4-20 NUiS I 0 12' D.C. USING 14x3 4" F.H. S.D.S_ 1 /B" 1 7/8" i� / CONCRETE ANCHORS SEE NOTE 13(b) ® 9' O; C. EX SONG NON STRUCTURAL D POURED CONCRETE (SEE SCHEDULES ON ON SHEET I S m• .•I 2.00' MIN. �% WALL TRIM (DECORATIVE SEE NOTE 13(b) -� •, a '.. L' - �/ ..D OR CONCRETE BLOCK SHEETS 13 & 14A) IRED POURED CONCRETE ON SHEET 1 ' 1 E:D. f, SILL) OPTIONAL POURED EDGEREQOF OR CONCRETE BLOCK r .MIN _ r= J K 1'IV WALL FLOOR INSTALLATION REQUIRED -REQUIRED oo"� CONCRETE SLAB IF REQUIRED APPLICABLE w GJ HV RAINGUARD INSTALLATION t © HV WALL WALK—OVER INSTALLATION —= ® KEYSTONE MO-UNTING IN5TALLATION MAXIMUM A.S.D. DESIGN PRESSURE: +64-72 PoT MAXIMUM sm""'R SPAN ®'-0' INSTALLATION DETAILS / C� HV BLADE FLORIDA BUILDING CODE(High Velocity Hurricane Zone ® 2015 EASTERN METAL SUPPLY, INC. BERTHA TM j.ACCOrdion Shutter System H.V. ffl W/ 0R W/0 RV American Shutter Systems IREV-No DESCRIPTION DATE DRAWN 1RY: M_L Association, Inc. 1 OLD 11-193 34/10/15 DATE 04/10/15 4268 West Roads Drive J 2 DRAWING No West Palm Beach, FL 33407 g Phone: (800)432-2204 . Fax: (561)209-8380 4 15-080 I 5 SHEET 6 7 OF 20 NOTE FOR r.1"IMBINATION OF SECTIONS: I * t THIS INSTALLATION SHALL BE 1- SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY E D. = EDGE DISTANCE REMOVABLE WHEN PERFORMED ♦ SEE LIMITATIONS OF USE FOR (SEE SPECIFICATIONS ON SHEET 13) ADJACENT TO AN OPERABLE EXIT BLADE to ON SHEET 19 2- MOUNTING SECTIONS CAN BE COMBINED OR ENTRANCE IN ANY WAY TO SUIT ANY INSTALLATION. -I FJ ' ✓� 1, I I . 0111 S IILIECO'Nc. .� TICCIT TESTING AA &ENGINEERING COMPANY 6355 N.W. 36th. Phone : SL, Ste. 305, VIRGINIA GARDENS, FLORIDA 3316E. (305)871-1530. Fax : (305)871-1531 . e-mail: tilteco®aol.com E13-0006719 WALTER A. TILLTT Jr. P.E. WALTER P.E'"SFJIk�F D1kTUf2E/DATE FLORIDA Lia # 44167 ® KEYSTONE MO-UNTING IN5TALLATION MAXIMUM A.S.D. DESIGN PRESSURE: +64-72 PoT MAXIMUM sm""'R SPAN ®'-0' INSTALLATION DETAILS / C� HV BLADE FLORIDA BUILDING CODE(High Velocity Hurricane Zone ® 2015 EASTERN METAL SUPPLY, INC. BERTHA TM j.ACCOrdion Shutter System H.V. ffl W/ 0R W/0 RV American Shutter Systems IREV-No DESCRIPTION DATE DRAWN 1RY: M_L Association, Inc. 1 OLD 11-193 34/10/15 DATE 04/10/15 4268 West Roads Drive J 2 DRAWING No West Palm Beach, FL 33407 g Phone: (800)432-2204 . Fax: (561)209-8380 4 15-080 I 5 SHEET 6 7 OF 20 5EE END WALL CONNECTION Df j U ON SH• jjS 10 & 18 SEE NOTES ON LOCKING RODS (D , HV LOCKSza or TINSTALLATIONS W / (10 HV AND ALTERNATE HV LOCK ® ON SHEET 5. OUT sD• I N I EXISTING .GLASS BLADE W/ HV CENTERMATES BLADE SLACK DETAILAPPLICATION HVFION WITH VALID FOR CENTERMATES APPLICATION WtT}I BLADE t OR (2 SEE END WALL CONN °+@OR©+00RQ+OcR `' `� EXISTING GLASS DETAILS ON SHEETS 10 IS— % I 0+0 ----=-------------- 4 2"x27x1/67xO•-2" ®+Y�aR®+©ORO+�°RO 3 1/4" 7" 6 1/2" 7" (6063—T6 ALLOY) ALUM. \ ANGLE W/(2) 1/.4"0 TAPCON 1/2' oR©+® OPPOSING '�, SYMMETRYCAL ANCHORS TO CONCRETE (— CENTERMATES (TOP/BOTTOM) & , CENTERMATES MIN. SEPARATION (4)#10x1/2" S.M.S. TO TUBE - 80x3/4' S.M.S_ a 12" W/ HV LOCK 6ror ,,�� To class AT EACH ANGLE. (TYP) ! O.C. FULL LENGHT W/ HV LOCK tL�MOr (SEE SCHEDULE ON K �7 SHEET 11) 5 ®� ------------- - — - — - — - ----- f ---------- -----------, - ---------- - 1/27' 5 1 90" ' + orz O (•J 'l� orz + ©Ot6O +aRQ®aRO© +oa®aR0+0�-I 1 0 UT.i � � HVB * VC®aiio 9- HVA ©OR®ORO OR@+vaa CONCRETE %$ EXISTING GLASS CONCRETE BLOCK WALLO ©ORO O -6 R ®O©+@-0+0- IJ REQU ED EXIsnNc +@ OR � j SoR $ + 7oR � � �--------------- Q — ---- — � ©+©� SYMMETRICAL * IN +0 +O0R++C MIN: � ++ cLAss SEPARATION 9 1 5 oR EXIsnNc TO GLASS ®+@aa 0+ ®a�®+� @, EXtSM CENTERMATES 6 + s aR + $ aR + � j JJ CLASSW/ HV LOCK 216* © © ® �7 aR (SEE SCHEDULE ON j OPTIONAL SEPAMIN-RATION '` (INTERIOR) SWEET 12) TO GLASS C% I I I OR ©+ ® ----� (SEE SCHEDULE OPTIONAL — ON SHEET 11) I N (INTERIOR) _ — _ — _ — — — — — — --__ OUT _ — CONCRETE ' ANCHORS x 1 VARI S 1 ,� -- 1------ ----- 16. O.C. �VARIES 3 • I - I I I /� 90 * a OUT °R 6 1/2" MAX. SLACK U * (EXTERIOR too. .�.�••T••t,uHVD RORIDA BUILDING Velocity Hurricane Zone h ® 2015 EASTERN METAL SUPPLY, INC. BERTHA No. 44167 *WINDOW MADE System11L1E C O TNG. Accordion Shutter w : H.V. #1 Wi OR W10 KV. TICCIT TESTING do ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY. M.L_ ...... Association, Inc. 1 OLD 11-193 D4/to/1 DATE: 04/10/15 ,��������, �. 6355 N.W. 36th. St., Sts. 305, VIRGINIA GARDENS, FLORIDA 33166 �4268 West Roads Drive z � Phone (305)871-1530 . Fax (305)871-1531 DRAWING f�10 �5/ONAI e—mail: tiltecooeol.com West Palm Beach, FL 33407 3 ��'r�„"�, ,;.• EB -0006719 Phone: (800)432-2204 _ Fax: (561209-8380 4 15-080 WALTER a T0.11T Jr. P.E. P.E_ SEAL/SIGNATURE/DATE FLORIDA Lia # 44167 5 I $ SHEET OF 20 ALTERNATE INSTALLATION W/HV "T" LOCK &0. HV MALE/FEMALE ".T" LOCKS CENTERMATES 68(2_ & LOCKERS 0 W/ ri HV BLADE * SEE END CONNECTION DETAILS CM SHEETS 10 & 18 INSTALLATION � !) HV BLADE EXISTING GLASS / HD CENTERMATES . . BLADE O SLACK DETAIL HVF, INDICATED ON sHEET 6, - - �. h AS WELL AS UNNERSAL FLOATING BLADE ® DETAIL HDD -HND , �cn®a©r OaeLl�� i®on INDICATED ON THIS SHEET, MAY BE USED WITH THIS ALTERNATE® $EE ® CONNECTBON-- ® ®`® INSTALLATION DETAIL HVG SHOWN IN. THIS SHEEL ILS ON SHEETS 10 19 ANGLEw/02(2) 1/4-0 APi I ® 35 * 35 ) AN 5 To CONCRETE I(OPnoNAL) 4 OPTION-) E (TOP/6OTT0M) R L__----_.-_—_—__—_-. .---__—_— (4)jtOxt/2*S.MS. 70111E I /,073/4-S.MS_012'-----------------J—_---J---{—�j-- Al EACH /_& E.TO (Tn) I O -C. FULL LFJ�IGHT. * N — — — — (4) H.V. FIN (4) H.V. — 3 — — — -' — — BHN. IARATRk1 30 HV "T" PINS (TYP-) / < s/e'I� 6 1/2- PINS (IYi'.) a s�• �� (SFE SaDZXU -� LOCK (INSIDE)SWEr - - / I SII I I l�( �„ _7 --_-_ _1_—___ —_--_--_—_—_— �_� �_—_ _—_—_ +_�_—_ _ _ --_ - f --- ® 5 t 28 29 t 1 1 1 z' ® I , 31 0 5 3 0 TA UR 32 gj 33 31 OR 32 131 OR 32 35 31 0R 32 * 2 1/4" ID -20 x 1 1/2" S.S.M.S. 35 (OPnONALL) R OUT NDC-HVC SEE NOTE 6 FOR HV LACK® * W 7/8"0 x 3/32" WINGNUT. (0n0N�) H�B-HVSYMMETRICAL HD CENTERMATES r LOCK, ON SHEET 5. ® SYMMETRICAL HD CENTERMATES �0 HV "T" LOCK (OUTSIDE) V 2 VN/ 3�� LOCK (EXTERIOR) W/ ( LOCK (INTERIOR) 't'' SERIES 9444 ALUMINUM H " G* v (2024-13 AUAY) LARGE FLANGE THIN SHEEP N FACMIR D B / 0620. As MANUFACTURED BY ANIDEI CHERRY 07054 . PEQUIPPENt, NEW JERSEY 07054 O O © O O r OR EQUAL � /// ` a 7 r7 �6 ------------------- 3 Q * SEE NATES ON L.00MG RMS ®& ND ® LOCKS ON SHEET 5 1• 1 �* UNNEiSAL FLGAIING BLADE(3 DETA;L HOD-NVD r. p WUD FOR ALL CENIERMATEi APFUCAMONS Iff" BLADE Q) HDD—HYD** FLOATING ' STACK �►' Fl A. TI(/�; FLORIDA BUILDING CODE(High Velocity Hurricane Zone, ♦♦ �r4/�" © 2015 EASTERN METAL SUPPLY, INC. C BERTHA TM -=Accordion Shutter System * / h L 1 E C O 1 N c . \A.S.S.A111111.H.V. RbDE #1 W/ OR W/O KV_ WINDOW B -ADE American Shutter Systems REV.No DESCRIPTION DATE DRAWN 6Y: M.L TILLIT TESTING do ENGINEERING COMPANY Q ••.,_ AC V : Association® Inc. 1 OLD 11-193 34/10/1 DATE: 04/10/15 �OR10P: •' 6355 N.W- 361h. St, Ste. 305. VIRGINIA GARDENS. FLORIDA 3316E ? Phone 305 871-1530 . Fax : 305 71-1531 4268 West Roads Drive 2 _ ( ) ( )e DRAWING No West P01m Beach, x: 561) 15-080 e-mail: Glteco®aol.com 3 s�ONALE�, ®-ooO6719 Phone: (800)432-2204. Fax: (561)209-8380 4 WALTER A. TILUT Jr. P -E. P.E_ SEAL/SIGNATURE/DATE FLORIDA Lia f 44167 5 SHEET 6 9 OF 20 NCRETE OR—POURED CONCRETE POURED CONCRETE POURED CONCRETE i POURED CRETE OR CONCRETE CONCRETE OBLOCK WALL OR CONCRETE BOCKOR NWALL REQUIRED BLOCK WALL REQUIRED �/ REQUIRED f BLOCK WALL REQUIRED f EXISTING GLASS EXISTING GLASS Z2' CONCRETE ANCHOO EXISTING GLASS MIN EXISTING GLASS I ® 16' O.C. - MIN. SEPARATION - O L I 2" MIN. —T — — TO GLASS (SEE – — — — —1 " — J 1 MIN_ SEPARATION SCHEDULE ON SHEET MIN. SEPARATION i EQ EQ. TO GLASS (� / 11 FOR BLADE 1Q MO TO GLASS (S TO GLASS (SEE SCHEDULE ON SHEETgI ® 1/16`x3" MAX. ON ©& FOR SCHEDULE1FO ON SHEET SpiIDUIE ON SHEET ' ® / 11 FOR BLADE ([)AND l i / 11 FOR BLADE (1DAND ON 91EET 19 FOR (6063–T6) CONT. ON SHEET 19 FOR y, ON SHEEP 19 FOR (LOCATE AT BLADES Q & (9) ALUM_ CLOSER I \ BLaDFS p & 1/Z / 0 & ® I ETTF{ER SIDE PLATE (LOCATE 1/2 I 1—� OF O) AT EITHER SIDE MIN I ' 1 1/2' MIN. OF®) j I I 4 -USE 1' OR 2' MAX_ I #10x1/2- S.M.S. ( I l A _ — _ -- �% (AS APPUCABLE)x2"x 1 /8'x0'-2" -- _ #Ioxi/2" S.M_S. _—_—_ > ® 16' O.C. l _ C ALUMINUM CUP ANGLE — O ® 16' O.C. ` --- 4 (6063-T6 ALLOY) AT MIDHEIGHT n (1) #10x1/2' s_M.s_ TO ® & 4. ` -'1, / (2)1/4'0 TAPCONS ANCHORS TO WALL AT 1" O.C. (LOCATE AT rj SEE DETAIL X FO i OR SIDE CONNECTION ® EITHER SIDE OF @) i OR 1 OR ®` SEE DETAIL X FOR 1 OR ®W TO TRACKS SIDE CONNECTION // ©O3®'�©« Oa®m(�+®m SEE DETAIL X FO /� O U U ® 10 SIDE CONNECTION TO TRACKS m a 6 + 7 m 8 a 10 + a O«®on©.®m©+®a� TO TRACKS l ©+O+©m©+O +®°' ©'O'©_©'O'®m ®OR®+®61 ®m®+©m @+®q�+®a.®'®OR ®+®OIL®'.®�®'®�0 ��'® O'®a® ®"�® ®ROa©® O'®a®+®�^�'®mOm®•® END CONNECTION DETAIL END CONNECTION DETAIL Jt END CONNECTION DETAIL20 END CONNECTION DETAIL + 14 REQUIRED ONLY FOR SPANS. GREATER THAN 12'-0' POURED CONCRETE OR CONCRETE BLOCK WALL CL EXISTING ��1 GLASS � – — — — — EXISTING GLASS — — — — 4 L , �J REQUIRED � nPAUMUO MIN. SEPARATION#1 1/z' S.M. J MintPARAnoN------------ TO GLASS (SEE ® 16" .C. TO GLASS (SEE SCHEDULE ON SHEET SCEfOULE ON SHEET O OR®OR®OR 1 BLADE Q CONCRETE 1/2" MIN. 11 FOR BLADE 1?�A%a--____-____---------- � ON SHEET 19 FOR ANCHOR ® I ON SHEET t9 FOR -V OR®ORI9OR(5 OR� CONCRErE I BLADES 1p & ® 12" ox. BLADES O & � 4 ------ - ----- ANCHOR � i 5 ----- - 6e _ __ 1/2" MIN. __ 4. J O.C_---- = `--- I OR 8 O 11 6 O OR 1 OR 2" MIN- 2" MIN. . EQ I ♦ SEE UMFFATIONS OF USE FOR / ( BLADE ON SHEET 28 PLAN 1 3 OR OR 1A VI EW �/ I / 5 xl/ 1 OR ®` L N oR1 1 OR (W DETAIL POURED CONCRETE OR CONCRETE BLOCK WALL ©'O'©m©+O'®m END INSTALLATION REQUIRED V BLADE OR tV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 50 ®-®��'®��-Oa®m©+�,• fl.,�ONNECTION DETAIL 6 V .►� _.� �. _ O6) FLORIDA BUILDING CODE(High Velocity Hurricane Zone, .,. = © 2015 EASTERN METAL SUPPLY, INC- .... ..., Z. CENs BERTHA HVTm I ^/ Accordion Shutter WNWW BLADE System wv , w/ az w/o y67 Ir lEco,a i4mericaes Shutter Systems REV.Na o>=sualrnoN DATE DRAWN BY: M.L A� �ifi Y TILUT TESTING &ENGINEERING COMPANY®Ci®�i®FB, ��� f 1 olD 11-1s3 oa/1o/15� DAA as/10/1s .�• ` 6355 N.W. 36th. St, Ste. 305, VIRGINIA GARDENS, FLORIDA 33166- + _ Phone : (305)871-1530 . Fax : (305)871-1531 4268 West Roads Drive y _ I •....... ' e-mail: tilteo0®o0l.Mm West Palm Beach, FL 33407 3 I DRAWING No -ENG�� ��rt EB -0006719 Phone: (800)432-2204 _ Fax: (561)209-8380 4 15-080 ANAL �,r' WALTER A TILUT Jr. P.E. P.E. SEALjFLORIDA Lia. g 44167 5 SHEET 1 6 1 10 OF 20 SCHEDU4E #1 5 -QJ DULE #2 MAXIMUM SHUTTER SPAN *'L+" OR "L-" (ft.) MAXIMUM SHUTTER SPAtT* FOR INSTALLATIONS W/ "L+" OR "L-" (ft) FOR ® & 0 or or W/ ONE INSTALLATIONS W/ 0 --.)PPONN HV LOCK 6Zor� ® ® or HD LOCK �W/ CENTERMATES. 21 & NO LOCK' ROOD96 OR CENTERMATES & ONE HV LOCK. OR W/ ONE HV LOCK 0 W/ TWO LOCKING RODS OR W/ NO OCKING ® TOP & BOTTOM +(SEE NOTES t.tf RODS Qq *(SEE NOTES t,j-b MASAM CONCRETE & WOOD INSTALLATIONS 0 MMMUM A.SD PRESSURE 11'- 9" 11 13'-6' 35 FLOOR/CEILING ESSURE PRRKTING (P.e.L) WALL MOUNTING MOUNTING 11'-5' 50 (P..C) 10'-11" 55 L + (fQ L - (ft) L + (it) I 10-0" 65 OR 1 30 13'-2' � 16'-0' 13'-2" 16'-0" 30 35 12'-8" 14'-10" 12'-8" + 14'-10' 35 40 12'-3' 13'-10' 12'-3" 13'-10' 40 45 11'-11 13'-1" I 11'-11" I 13'-1" 45 50 11'-7" 12'-5' 11'-7" 12'-5" 50 55 11'-4" 111'-10" 5'-7" 150 11'-4" 1 11'710" 55 60 ' 11'-1' I 11'-4" I 11'-0" I 11'-4" 60 65 10'-10' 10'-10" ( 10'-7" I 10'-10 65 70 10'-6" I 10'-6" 10'-2" 10'-6" 70 75 10-1" ( 10-1" 9'-10" 10'-1" 75 80 9'-10" ( 9'-9" W-7' W-10' 80 85 9'-6" I7 9'-6' 9'-3" 9'-6' 85 90 9'-3" 9'-3" I 9'-0" 9'-3" 90 95 9'-0' + 8'-9" W-9' I 9'-0" 95 100, 8'-9" I 6'-4' 8'-6' I 8'--9" 100 105. 8'-7" I 7'-11' I 8'-4 ' 8'-4" 105 110 ' 8'-4" I 7'-7" 8'-2" ! 7'-11' 110 115 8'-2" 7'-3' 8'-0" 7'-7" 115 120 8'-0" It 6'-11' 7'-10" I 7'-4" 120 125 7'-10" I 6'-8" I 7'-8" I 7'-0" 125 130 7'-8" I 6'-5" I 7'-6' 6'-9' 130 135 7'-7" W-2" I 7'-4" 6'-6" 135 140 ( 7'-5" V-11" 7'-3" 6'-3' 140 145 7'-3" i 5'-9" 7'-1' 6'-0" 145 150 7'-2' 1 5'-7" 7'-O" I 5'-10" 150 155. 7'-0" j 5'-5" W-10" + 5'-8" 155 160 6'-11" I 5'-2" I 6'-9" 5'-6" 160 165 6'-10" , 5'-1" 5'-8" + 5'-4' 165 170 6'-9" 1 4'-11' 6'-7" I 5'-2" 170 175 6'-7" I 4'-9' ' 6'-5" I 5'-0' 175 180. 6'-6" 4'-8" 6'-4" /j 4'-10" 180 185 6'-5" I 4'-6" 6'-3" 4'-9" 185 190 6'-4" V-5" I 6'-2" I 4'-7" 190 195 6'-3' 4'-3" 6'-1" V-6" 195 200 ' 6'-2 4'-2" I 6'-0' I 4'-5" 200 205 j 6'-0' I 4'-1" , 6'-0" 4'-3" 205 SCHEDULE #3 vIAXIMUM SHUTTER SPAN* "L+" DR "L-" (ft) INSTALLATIONS W/ SYMMETRICAL CENTCMATES 2BO& %W/ TWOLOCKS HV ( OR R OR TWO -OCKING RODS ® TOP/BOTTOM W/ ONE HV LOCK ® OR OR 0+ (SEE NOTES tj-b CONCRETE & WOOD MAMMUM CONCRETE & WOOD INSTALLATIONS A --,a INSTALLATIONS C) DESIGN WALL MOUNTINGS PRESSURE & RATING (P.e.L) FLOOR/CEILING MOUNTING FLOOR/CEILING MOUNTINGS (+ OR —) L +(1t) I L 12'-3" 14'-9 30 11'- 9" 11 13'-6' 35 11'-4" 12'-9' 40 11'-1" 12'-D" 45 10'-9" 11'-5' 50 10'-6" 10'-11" 55 10'-3" 10'-5" 60 10'-0" I 10-0" 65 9'-8' 9'-8" 70 9'-4' 9'-4" 75 9'-0" 9'-0' 80 8'-9" 8 '-9" 85 8'-6" 8'-6" 90 0 8'-3" 8'-3' 95 8'-1' a' -t' 100 7'-11' I 7' -ti' 105 7'-8" 7'-7' 110 7'-6" 7'-3' 115 7'-4' I 6'-11" 120 7'-3" I 6'-8" 125 7'-1" I 6'-5" 130 W-11" 6'-2" 135 W-10" 5'-11' 140 6'-8" 5'-9" 145 W-7" 5'-7" 150 6'-6' 5'-5" 155 6'-5" 5'-2" 160 6'-3' 5'-l" 165 6'-2" I V-11' 170 6'-1" 4'-9" 175 6'-0' f 4'-8" 180 V-11" 4'-6" 185 5'-10" V-5" 190 5'-9" 4'-3' 195 5'-9" 4'-2' 200 5'-8' 4'.-!11 f+fiii lot rQ OF -' EA 4Z . sipNAL ENS.. P.E. SEAL'%S(GICAf(6E/DATE L + (IL) L - (ft) 13'-1' 16'-0" 12'-7" 15'-7" 12'-2" I 15'-2' 11'-6" 13'-7' 11'-3' I 12'-11" 11'-0" I 12'-4" 10'-9' I 11'-11" 10'-7" I 11'-5" 10'-4" 11'-1" 10'-0" 10'-9" 9'-9" I 10'-5" 9'-5" + 10'-1" 9'-2" + 9'-10' 9'-0" 1+ g'-7- 11:-9: '-7" 8'-9" 9'-4 8'-7" 9'-2 8'-4" 8'-11' 8'-2" 8'-9" 8'-0" S'-5- 7'7'-9" -9" 7'-9" 7'-7" I 7'-6" 7'-5" 7'-3" 7'-4" 7'-0" 7'-2" 6'-9 7'-1" I 6'-7' 7'-0" I 6'-4- ' -2"6.-11. 6'-2- 6' *9* '-9" 6'-0' 6'-8" 5'-10' 6'-7' V-8" 6'-6" I 5'-6' 6'-5' I 5'-5- 6'-4.' 5'-3- 6 5'-1' SCHEDULE #4 4AXIMUM SHUTTER SPAN* "L+"' OR "L-" (ft.) INSTALLATIONS W SYMMERICAL &W/ CENTERMATES ONE HV LOCKS 2 OR (25 W/ NO LOCKING RODS Li—MAX. SPAN FOR WALL MOUNTING ( INSTALLATIONS. (VAUD FOR MOUNTING Q 1-2-= MAX. SPAN FOR FLOOR/CEIUNG SHEET 7) MAXOMM CONCRETE I DAESIID. INSTALLATIONS I PRESSURE FLOOR/CEIUNG MOUNTING RATING (P'R+') (+ OR OR ) FLOOR/WALL MOUNTING ] ALLOWED SHALL BE LIMITED TO 105 30 13'-2" 16-0" 35 12'-8" 14'-10" 40 , 12'-3' 13.-10-- 45 ' 11-11" 13'-1" 50 ' 11'-7" 55 ' 11'-2 11'-10" 60 ' 10'-2' I 10'-11" 65 9-5" I 10-1" ' 70 8-9" I 9-4 75 - 8-9" * NOTES: (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE ; RATING. L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING. 3 (2) PROCEDURE TO DETERMINE MAXIMUM ' SPAN FOR WAIL MOUNTINGS OR FLOOR/CLTUNG: GIVEN A POSITIVE A.S.D_ DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN 'L+' FROM SCHEDULE- GIVEN CHEDULEGIVEN A NEGATIVE AS -D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN 'L-" FROM SCHEDULE. ® SEPARATION TO GLASS REQUIRE (1) SEE BELOW FOR MINIMUM SEPARATION TO GLASS SCHEDULE FOR SHUTTERS INSTALLED WITHIN THE FIRST 30'-0" ELEVATION OF BUILDING MEASURED AT BOTTOM OF SHUTTER_ , (2) MINIMUM SEPARATION TO GLASS FOR SHUTTERS INSTALLED ABOVE 30'-0" ELEVATION OF BUILDING, MEASURED AT BOTTOM OF SHUTTER IS 3"_ MINIMUM SEPARATION TO SSS SCHEDULE: SHUTTER W/ ONE LOCK WITHOUT LOCKING RODS FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL G TO THE MINIMUM DETERMINED SPAN SHUTTER BETWEEN "L+" AND 'L-". SPAN (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL W/ FLOOR/CEILING MOUNTINGS: FOR A GIVEN POSITIVE A.S_D. DESIGN PRESSURE RATING DETERMINE: L1+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+= MAX_ SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. INSTALLATION W/ INSTALLATION W/j SYMMETRICAL OPPOSING jI CENTERMATES CENTERMATES I 905' 3 3/81s 4" OR LESS >105' TO MAX. 3 7/8'3 4 ALLOWED S USE 2 1/2' FOR HO LOCK ® OR I, USE INDICATED VALUES FOR HV C TES_ MINIMUM_ SEPARATION TO GLASS SCHFDUI E: SHUTTER W/ QNE LACK &4 TWQ LOQKING RODS OR 't H.V. CORNER CENTERMATE #3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION #2 NOTE #5, SHEET 5. tt EXCEPT THAT MAXIMUM SHUTTER SPAN "L+" OR 'L-" AND MAXIMUM ,4S -D. I DESIGN PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64.-72 p.s.f.: AND 8'-0' SPAN SEE MOUNTING 8 ON SHEET 7. FOR A GIVEN NEGATIVE AS.D. DESIGN i rv„„ ONLY 7W0 LOCKS TESTING do ENGINEERING COMPANY PRESSURE RATING: 'DETERMINE:1 ; SHUTTER INSTALLATION W/ INSTALLATION W/j Phone : (305)871-1530 . Fox : (305)871-1531 Li—MAX. SPAN FOR WALL MOUNTING ( INSTALLATIONS. 1 SPAN SYMIMFTRICAA� OPP_�G jJ i CENTERMATES CENTERMATES FLOOR/CEILING 1-2-= MAX. SPAN FOR FLOOR/CEIUNG OS" l tS V MAXIMUM SHUTTER I MOUNTING INSTALLATIONS. i 2 3/4" LESS / SPAN "L+' OR "L-" FOR j FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL [OR >105" TO MAX. 3 1/4' "= 3 1/4 INSTALLATIONS INTO WOOD TO THE MINIMUM BETWEEN "Ll+". "L2+', "L1-' "Lz-' ALLOWED SHALL BE LIMITED TO 105 AND *$" LOCK 0 W 5 USE 2 15/16- FOR HV i / psf. DESIGN LOAD. (4) GO TO ANCHOR SCHEDULE WITH FINAL ,�Q *ss USE 4 1/8" FOR HV 'T' LOCK W/ QS 1 MAXIMUM ALLOWABLE SPAN AND NEGATIVE USE INDICATED VALUES FOR HV CENTE'NMATES. ER A_S.D. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR SPACING. i INSTALLATION LEGEND 't H.V. CORNER CENTERMATE #3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION #2 NOTE #5, SHEET 5. tt EXCEPT THAT MAXIMUM SHUTTER SPAN "L+" OR 'L-" AND MAXIMUM ,4S -D. I DESIGN PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64.-72 p.s.f.: AND 8'-0' SPAN SEE MOUNTING 8 ON SHEET 7. \\\ � \ 11LIEC O >,Nc_ TILLIT TESTING do ENGINEERING COMPANY 6355 N.W_ 36th. SL, Ste, 305, VIRGINIA GARDENS, FLORIDA 3316E Phone : (305)871-1530 . Fox : (305)871-1531 F, K & L e -molt: tlteco®aot.com FLOOR/CEILING FB -0006719 T. U, W & X. j WALTER A TILLIT Jr. P -E. + M FLORIDA Uc. # 44167 \\\ � \ CONCRETE a NANSom' WOOD WALL` A, B, C, D, E, M. N. 0. P. Q, R, �! MOUNTING F, K & L S & V. FLOOR/CEILING G H, I, 11 + J. T. U, W & X. j MOUNTING + M - (-1) HN B LADE R ORIDA BUILDING COD�(High Velocity. Hurricane Zone' 8 2015 EASTERN METAL SUPPLY, INC_ Accordion Shutter System I H.V. IHADE #1 W/ OR W/0 H.V. WNWW MADE At'9'oeric®P1 Shutter Systems REV.N.I DESCRIPRON DATE I DRAWN BY: M.L Association, Inc. 1 OLD 11-193 D4/10/151 DATE: 04/10/15 4268 West Roads Drive 2 West Palm Beach, FL 33407DRAWING No 3 Phone: (800)432-2204. Fax: (561)209-8380 4 15-080 5 SHEET 6 11 OF 20 6.-0" 7'-0" MAXIMUM ANCHOR* SPACINQ fin.) SCHEDULE FOR A GIVEN MAX SHUTTER SPAN mi0®©QQQ®®Q�EiD1�QC ®rlr�onnQQ DESIGN NEGATIVE LOAD AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE (SEE MOUNTINGS A B. C, D AND F ON SHEET 6) INSTALLATIONS AM ®mvoe��aQ / ®mv�QQiQrQQ E mm©Qo�eaa�nmmv®eaQo POURED CONCRETE REY.Nc DESCRIPTION DATE BY: M.L. y ,LU(INUII OA WALL HEADEI MOUNTING SPAN W/ Qq (A)WALL HEADER MOUNTING g WALL HEADER MOUNTING U WAIL SILL OUNTING W/ 0 O . W/ (_) WALL SILL OUNTING W/ & (JF' WALL HEADER/SILL J MOUNTING j (R) D. DESIGN NEGATIVE LOAD (psf) A.S.D. DESIGN NEGATIVE LOAD (rs A.S.D. DESIGN NEGATIVE LOAD (psf) AS.D. DESIGN NEGATIVE LOAD (psf) A.S.D. DESIGN NEGATN_E LOAD (>� AS.D. DESIGN NEGATIVE LOAD,(,sf) 1 30 40 50 75 901120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 1201160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205,30 4D 60 75 1201160 2051 3' -01. 14 12 10 9 8 8 6 6 14 72 10 9 8 B 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 - 14 12 10 9 8 8 6 5.5 6 8 8 8 8 B 8" 7' 5.51 14 12 10 9 8 8 6 5 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 74 72 10 9 6 8 6 6 m®QQQQQ®®QQQQQC ®©QQQQQ 14 12 10 9 8 86 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 14 12 10 9 8 8 6 6 8 8 6 8 8 6 8 774 12 10 9 8 8 6 4 74 12 10 9 8 8 6 6 14 12 10 9 6 8 6 6 14 12 10 9 14 12 10 914 mQQQQQQ���vo 12t09 8.- 086 14 12 10 9 8 8 6 4 14 12 10 9 8 8 6 6 14 12 10 9 14 12 10 914 Q 12 f0 9' 8 8 6 4 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 8 14 12 10 9 ®QQorQQ�a�Q®Qo �1Q]000 5,-0" 14 12 10 9 $ B 4.5 - 14 12 10 9 8 8 6 3.5 14 12 10 9 8 8 6 14 72 10 ®Q®Qv ®ii®ii0 iF�QiaQQQL'Qi®Q®QQi 6.-0" 7'-0" �auataa:aasaarliaf� ®mE7[�®QOQ®�©QQC�QL aiawwa+iwwwa+� mi0®©QQQ®®Q�EiD1�QC ®rlr�onnQQ BERTHA TM mQ' 0©QQQQ®m000Q� AM ®mvoe��aQ . mmm®voQmmmn®QQo ®mv�QQiQrQQ E mm©Qo�eaa�nmmv®eaQo American Shutter Systems REY.Nc DESCRIPTION DATE BY: M.L. mmovQQsam®mn>oQQI� ®mo>�sQQ�Q (DRAWN I OLD 11-193 04/10/15 DATE 04/10/15 m�©®QQQ®®¢anmt�Qo 4268 West Roads Drive ®mono , ®m©QQQQm®mo©QQo �oQQ�■Qeaea� 3 ® 15-080 my®©IQQQ �m¢>,v©QQo 4 moQQ�a�araa�®¢�QQeaQo ®mono 5 SHEET mmauQQQ�a�®mQQQQo oo�©QQo ®mQQQ�oQQRaQ�aQ ®mQQC�Qii �®QQQQQC m®QQQQQ®®QQQQQC ®©QQQQQ ®1®OQQQQCd ®©CSQQCfQ m®QQQQQC mQQQQQeam®QiQQaraQio m�QQIQQQea®®QQQQQo �Q� ifIQQQQ mQQQQQQ���vo OQ�CITQ E . mQQQQQQ oQQQQQQ Q Qv ®QQorQQ�a�Q®Qo �1Q]000 Q QQQQ 14 Q QQQQ ®Q®Qv ®ii®ii0 iF�QiaQQQL'Qi®Q®QQi 14 14 Q QQQQ QQQ = Q® 16'-0 Q QQQQ OQ QD at! a'a1�a�ttscr>.tses�sws.ni Q�BEEN iiQQQi'iii0 �auataa:aasaarliaf� ®mE7[�®QOQ®�©QQC�QL aiawwa+iwwwa+� a ®rlr�onnQQ BERTHA TM rl»mI�Q�QQClea!< AM ®mvoe��aQ ��- OR�QQQQ0�00�1 ®mv�QQiQrQQ E ®mv®QQQm�®eaQQiaiQc American Shutter Systems REY.Nc DESCRIPTION DATE BY: M.L. TICCIT TESTING 8t ENGINEERING COMPANY.W. ®mo>�sQQ�Q (DRAWN I OLD 11-193 04/10/15 DATE 04/10/15 nm©QQQc�Q>E 4268 West Roads Drive ®mono �I �oQQ�■Qeaea� 3 ® 15-080 ®mone�m��1�©QiQQQoc Phone: (800)432-2204 . Fax: (561)209-6380 4 FLORIDA Dc. S 44167 ®mono 5 SHEET meauoQieaQt oo�©QQo ®mQQQ�oQQRaQ�aQ 'QQETiII�mQm ®nQQQ®mQQQQ anr.�o©Qo WE I'�mQIQQ®meaQQ ®Q �Q� ifIQQQQ l�Q�mQ OQ�CITQ E IT�iOQQQ ®Q C�QI� �1Q]000 Q�Q®QiiIT: Qt�omm iF�QiaQQQL'Qi®Q®QQi �ommQo = Q® �QQQvia�®Q®QQ 5 �QQivQQ oQ�QQ � �QQ�rQiaQvvQ QQQQraQQ ®®os� �aQE ��QQQQQQ�©QQQiQsaQo QQQi7QL7QE� Q® � QQOQQ D®�Q® �©QQQQriaQ �QQQQQQ ®QQQQQQ�i Q 7000QQQ QQQi7QCfi�Q E 'iQQQQQQ r�QQQQQQQ i] '�QQQQQQ OC�QQQQi7Q E �QiiQQQQ �a,lat�dts>ds OQQ�iQQiiQ c1�a�a,la,�a�a+la�a� F1 n STATE r.. P.E. aL•aatia�aCx�a��l�arEiaS:i ®Qn�QQQ'QQ iliatC� ©� BERTHA TM 11 L E C O >I>Kc.AM AM Accordion Shutter System ��- OR�QQQQ0�00�1 1-M #1 W/ OR W/O H.V. WINDOW American Shutter Systems REY.Nc DESCRIPTION DATE BY: M.L. TICCIT TESTING 8t ENGINEERING COMPANY.W. Association, Inc. (DRAWN I OLD 11-193 04/10/15 DATE 04/10/15 4T�000Q�!DD�OQQ 4268 West Roads Drive 2 DRAWING No �I oo�m>v>vo 3 ® 15-080 WALTER A.. TILDT Jr. P_E Phone: (800)432-2204 . Fax: (561)209-6380 4 FLORIDA Dc. S 44167 rvo®mm 5 SHEET ® oo�©QQo 6 12 OF 20 'QQETiII�mQm s� anr.�o©Qo ®Q ADLl�©QQC l�Q�mQ DO�ilQL� � QQr.�onm®Qe� aQmm�i Qt�omm �ommQo = Q® �ommo oo® c»QQQmQn�Q® QQQQraQQ ®®os� QQQQQQQ 00 QQQi7QL7QE� Q® DQQiiQQQ D®�Q® seveaae rQ:>,��i�® ANCHORS SPACING LEGEN TAPCON WITH ADVANCED THREADFDRM TECHNOLOGY BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 13 14 SEE LIMITATIONS OF USE FOR BLADE 8 ON SHEET 19 n1 HV BLADE OR n1 H' BLADE WINDOW BLADE D WORKINGI • FLORIDA BUILDING CODE(High Velocity Hurricane Zone © 2015 EASTERN METAL SUPPLY, INC. BERTHA TM 11 L E C O >I>Kc.AM AM Accordion Shutter System 1-M #1 W/ OR W/O H.V. WINDOW American Shutter Systems REY.Nc DESCRIPTION DATE BY: M.L. TICCIT TESTING 8t ENGINEERING COMPANY.W. Association, Inc. (DRAWN I OLD 11-193 04/10/15 DATE 04/10/15 6355 N36th. SL, Ste. 305, VIRGINIA GARDENS, FLORIDA 3316E Phone (305)871-1530 . Fax (305)871-1531 4268 West Roads Drive 2 DRAWING No a -mail: liRecoftol.com EB -0005719 West Palm Beach, (Z 33407 3 ® 15-080 WALTER A.. TILDT Jr. P_E Phone: (800)432-2204 . Fax: (561)209-6380 4 FLORIDA Dc. S 44167 5 SHEET 6 12 OF 20 MAXIMUM ANCHOR* SPACING On,) SCHEDULE FOR A GiVEN LM, SHU EER SPAN. A.S.D. * SPECIFICATIONS ON ANCHOR REQUIREMENTS: POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES 1 DESIGN NEGATIVE LOW AND A CORRESPONDING MOMM TYPE FOR CONCRETE INSTALATiONS (SEE MOUNTINGS E, G. & H ON SHEETS 6 & 7) 1. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED iE (A) TO EXISTING POURED CONCRETE (Min. fc - 3 ksi) ttexlMllu @WALL SILL MOUNTING©CEILING MOUNTING QH FLOOR MOUNTING ANCHORS SPACING LEGEND - 1/4'0 TAPCON WiTH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY 1_T.W_ BUILDER. (Min. fc - 3 ksi) SPAN- 1/4`0 x 3/4' ALL POINTS SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT &SPECIALTY COMPANY. (Min. f'c = 3 ksi) ( A.S.D. DESIGN NEGATIVE LOAD (p3f) A.S.D. DESIGN NEGATIVE LOAD (pst) A.S.D. DESIGN NEGATIVE LOAD (psf) f/4-0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT. INC. (Min. fc = 2 ksi 30 40 60 75 90 120 160 205 30 40 60 75 90 1120 160 205 30 40 60 75 90 120 160 205 TAPCON RM ADVANCED I / ) 1 � THREADFORM TECHNOLOGY - t/4'0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC_, AND DISTRIBUTED BY ALL POINTS SCREW, BOLT &SPECIALTY � 14 72 10 9 8 8 6 5S 14 12 10 9 8 8 6 6 14 t2 10 9 8 8 1 8 6 COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. 3-0 - - .- - - - - - - - - I - - I - I - - 14 12 10 9 8 B 1 6 6 ALL POINTS SOLID -SET (Min. f•c - 3 k9l) OR IF.55 14 12 10 9 8 8 6 1 6 14 12 70 9 8 I 8 6 6 114 12 TO 9 8 8 6 5 1 BLUE TAP W/ CAP NOTES: 14 t2 10 9 8 8 6 7 14 12 10 9 8 8 6 8 14 12 10 9 8 6 6 6 TAPPER. A1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS IS 14 12 10 9 8 7 5.5 3.5 14 12 10 9 8 B 6 B 14 12 1D 9 8 8 6 5 1 1 3/4', AND FOR BLUE TAP W/ CAP ANCHORS IS 1 1/2'. 4!-D" - 14 12,10 9 8 B 6 55 A2 MiNIMUM EMBEDMENT OF 1/4"0 x 3/4' ALL POINTS SOUD-SET ANCHORS SHALL BE 7/8' INTO THE POURED CONCRETE. NO EMBEDMENT 14 12 10 9 8 8 6 4 14 12 10 9 B B 6 4.5 14 12 10 9 8 6 4 3S ) / / " 14 12 10 9 8 8 6 4.5 14 12 10 9 B 8 .6 5.5 14 12 10 9 8 B 6 4.5 INTO STUCCO. SHALL BE PERMITTED_ 1/4`0-20 S.S MACHINE SCREW USED SHALL BE 1 t/2' LONG MINIMUM SHOULD STUCCO EXIST. AND 14 12 10 9 7.5 5S 3.5, 14 12 10 9 8 B 6 5 14 12 1D 9 B 7 5.5 4 I *SEE UMRATIONS OF USE FOR 1' MINIMUM FOR WALLS WiTH NO STUCCO. ( BU IDE © ON -qfW 19 5 -0" - - - - - - - - - - - - - 14 12 10 s 8 8 6 4.5 A.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 14 12 to 9 8 7 4 - 14 12 10 s 8 6.5 5 3.5 14 12 70 8 s.s 5 35 3 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON 14 12 10 9 8 75 4.5 - 14 12 70 s B 8 6 4.5 14 12 10 9 8 6 4.5 3.75 NOTES A.1) & A.2) ABOVE- FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER_ FOR 14 12 9.5 75 6S 4.5 - - 14 12 10 9 8 7-515.5 4 14 12 10 9 8 6 4.5 35 KI INSTALLATION INTO EIFS WITH METAL SDS SEE SHEET 28A. 6•-0' - - - - - - - - - - - - - - - - 14 12 110 9 8 6,5 5 3.5 14 12 10 9 7.5 55 3 1 - 14 12 10. 8-5 7 5.5 4 3 14 12 8 6,5 5.5 4 3 - (B) TO EXISTING CONCRETE BLOCK: (ASTM C-90) 14 12 10 9 8 6 - t4 12 10 9 8 65 5 3.75 14 12 10 8.5 8 5 4 - 1/4'0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY JW. BUILDER. 14 12 8 '65 55 3 - - 14 12 10 9 8 6S 45 3.5 14 12 10 8 7 1 5 3.5 3 - 1/4'0 x 3/4' ALL POINTS SOUD-SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY - 7' -0 - OMPANY_7,-0' - - 14 12 10 rq 17.515.s 4 3 - 1/4'0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT. INC. 1412 10 8 65 4 - - 14. 12 9 7.5 6 45 3.5 - 14 10.5 75-5 4. . 5 3.5 - - - 1/4'0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS. INC., AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY 14 12 10 fis 7 4 - 14 _ 12 10 9 7.5 5.5 _ 4 - 14 12 6 7 7.5 4.5 - - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC_ 14 11 7 55 4.5 - - - • 14112 10 9 17.5 55 4 - 14 12 9 7 6 4.5 3 - - - - - - - 14 12 10 8 6.5 5 3.5 - NOTES: 8-0' 14 12 8.5 7 55 3 - 14 12 8 6,5 5.5 4 3 - 2.5 9.5 6 5 4 3 - - 8-1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF BLUE TAP W/ CAP ANCHORS AND TAPPER+ ANCHORS IS 1 1/4' AND TAPCON WITH 14 12 9.5 75 6 - - 14 12 9.5 B 6.5 5 - 14 12 8 6 6.5 4 - - ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 13 9.5 6,5 5 3.5 - - - 14 12 10 B 6.5 5 - - 14 12 8 6,5 5 4 - - B_2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4` ALL. POINTS SOUD-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. NO 9,-O' - - - - - - - - - - - - - - - 14 12 8.5 7 5.5 4 - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED, 1/4' 0-20 S.S_ MACHINE SCREW USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO 14 11.5 7.5 6 4 - - - 14 11 7 5.5 5 3.5 - - 11 8 5.5 4.5 3.5 - - - - 14 12 8 6.5 4.5 - - - 14 12 8.5 7 5.5 4 - - 14 10.5 7 5-5 6 4.5 - - EXIST, AND 1' MINIMUM FOR WALLS WITH NO STUCCO. 11.5 8-5 5.5 4 - - - - 14 12 9 7 6 4..5 - - 114 Ti 7 5.514.5 3.5 - - B.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 10•-0'- - - - 114 12 8 6 1 5 4 - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON 14 10.5 7 5 3L - - - 13 9.5 8.51 5 4 3 - - 10 75 5 4 3 - - - NOTES B.1) & 8.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WiTH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 14 , t t 7.5 5,5 - - - - 14 115 9 1 6 5 4 - 2_5 9S 6 5 4 4 - - FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 261E ; 10.5 8 5 - - 14 12 B 16.5 5.5 4 - - 13 10 6,5 5 4 3 - 11 -- - - - - - - - - - - - - - - - 14 10.5 7 15.5 4.5 3.5 - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 12.5 9.5 5 - - - - 12 9 5 4.5 4 3. - - 9 7 4.513.5 3 1 - I - - 14 10 7 - - - - - 14 10.5 7 5.5.4.5 - - 1.5 8.5 5,5 4:5 3.75 - I - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE (E.D.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.5 7. 45 - - - - - 14 11.5 7.5 6 5 - - - 12 9 6 4.5 4 - - - GE - t3 tD 65 5 4 - - KDDISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS - 12' -0' 11.5 8.5 45 - - - - - 11 8 55 4 3.5 - - 8 6 4 3 - - - MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW. FOR E D. LESS THAN THE INDICATED, REDUCE 133 9.5 6 -- - - - 1J 8 5 8.5 5 4 - - - 0.5 8 5 4 - - - - ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 6.5 - - - - - - 14 10.5 7 5S 4.5 - - - 11 8.5 5.5 4.5 3.5 - - REDUCED SPACING OBTAINED USING FACTOR SHAD_ NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 13'-0' - - - - - - - - - - - - - - - 12 9 6 4.5 4 - - - FACTOR 10,5 B - - - - - - 10 75 5 4 3 - - - 7.5 5.5 4 3 - - I - ACTUAL_ TAPCON W/ ADVANCED THREADFORM TECH. TAPPER + 12.5 8.5 - - - - - 12 9 6 4.5 4 - - 9.5 7 5 4 - - - EDGE ALL POINT SOLID SET BLUE TAP W/ CAP 8 6 - - - - - 13 9.5 6.5 5 - - - - 05 7.5 5 4 - - ^ - n HV BLADE OR - DICTANCE MIN. SPACING MIN. SPACING 11 85 5.5 45 - - - �� HV BLADE W/ E.D. 3' 4' MIN. SPACING - 3 1/2' MIN, SPACING = 3' 3 3/4' 4' 14'-0" 1'0 7 5 - - - - 9 7 4.5 3.5 - - - - 7 5 3S 3 - - - - PGURED 094CREM GUVCREM BOCK POURED CONCRETE & POURED CONCRETE A SIE ATE BLOB hAi HV wiNDow MIK ED. -31/2- MIK ED. -21/2' CONCRETE BLOCK CONCRETE BLOCK WN. E0."31/2" MN. E5.-2 1/2' 11.5 B - - - - - - ll 8 5.5 4.5 - - - 9_,6.5 4.5 - - - MIN. EA=3 1/2 - w ER=3' 7.5 - - - 12 9 6 - - - - - 9.5 7 4.5 - - - I - - _- $j,ADE WORKING 3' 0.90 1,0 0_78 1.0 o.B4 1.0 15'-0' ----- - - - - - - - - - to.5 a s - - - - -_ 2 1/2' 0.81 1.0 - - 0.67 1.0 9 - - - - 4 - - - - = 6.5 5 3 - iN UNISON - - - 10.5 8 2' � 0.71 1 - - - 0.51 - j I 7 - - - - - - 115 8.5 5.5 - - - - - 9 6.5 4.5 - - - - - 1 3/4` 0.91 - - - 0.43- _ _ _ _ _ _ _ _ _ _ _ _ _ 1®+®0.91 roa11 16•-0' 8 - - - - - - 8 6 4 - - - - - 6 4.5 3 - - - - 0.35 95 - - - - - - - 95 7 s - - - - - 8 6 4 - - - FLORIDA BUILDING CODE(High Velocity Hurricane Zone' .............. © 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM 11L1EC01m'..AM Accor Accordion Shutter Syste �//� c AMR N.V. RA, DE #1 W/ OR W/O H.V. WI `( r / ' Amedcan Shutter Sy ems IREV.N. DESCRIPTION DATE DRAWN BY: M.L.t.- SQ -A OF •� ; TILLIT TESTING do ENGINEERING COMPANY Association, Inc. � 1 OLD 11-193 94/10/15 DATE: 04/10/15 `v 6355 N.W. 36th. SL, Ste. 30.5, VIRGINIA GARDENS, FLORIDA 3316E •._ l�I 4268 West Roods Drive 2 "01,Phone (305)871-1530 . Fax : (305)871-1531 DRAWING No s t 1 ilii a -moil: Ulteco®aol.com I West Palm Beach, FL 33407% Ito 3 F p ftF�ONAt�ti/ EB -0006719 Phone: (800)432-2204 _ Fax: (561)209-8380 4 15-080 Aif WALTER A. TILLIT Jr. P.E. P -E. 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DESIGN NEGATIVE LOAD (psf) 3D 40 60 75 90 120'160 295 30 40 60 75 90120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 1601205-30 40 60 75 90 120 1601205., 3 -0' ,4 12 10 9 8 7.5 - - 14 12 10 9 8 7.5 4 4 14 12 10 9 8 7.5 5.5 4.5 8 B 8 8 8 75 5.5 4.5 T4 12 10 9 8 7S 5.5 - - 14 12 10 9 6 7.5 5.5 OR 14 12 10 9 8 8 6 -• 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 3_5 8 8 8 8 H 8 7_5 6 ,4 72 10 9 8 8 6 3 14 12 10 9 8 B 6 6 1. �11'a" C:7�iiti7�Wtsi�7�Z7�Al4iiGlil'J��7�7ii0YviiYt�7 • ♦ ®�00®oii�®�'�i�00 ��•���CiC�7E�iiL7W�tCi ®r DDD ®®iI7lDE�t70l0 ®®Q700)OlO� E100mmm�Q:alDOO�m00 Am *.S.A '' nom• Accordion Shutter System 14®min== 0®D®IO®OOm®E>•®D®oOOmm #1 W/ OR W/0 RV WINDOW BLADE �t �y Systems American Shutter Systems lOmi�E�iDOO D®ORS 0. ®�lavvvi�ii 0®Qi00000 Q:mm00�0 NALf- 'rrr r ��0� �000musm EB -0006719 . • ' P.E. SF1 SIGNATURE/DATE I 4 15-080 WALTER A. TILUr Jr P.E. FLORIDA Vo. 1 44167 5 SHEET 6 - �0� ®��000®ice©O . ®i0)0MMMM ®®ialDi7©100 mmmmm 4D ■7t>1m W" � ®LTi»®Qa�iO ®m0©�7oCa Qr70 OL7®®mEf00000mOm00L�®m0©OCl ®m00i�i m�voe��ao�c�©�mQ �mm©�e[Ie�e oom©wvolo �I�mmv�mm�Iv ♦ I�� SE==�a®mimMomrcaly®moEtr�®ev00000®m®ootvvvomm vola mm�r�olCslO�a�m�irri7v0mm t ""Mm noo©m®movo>sarormlm � _ �ialveli ♦ ®mvvvvo ®�mvm®®�©vemieM®v©®mmvomlvo�®wv mmvlvvolv�m® e�aia�m�Irr�Ieuvemo®v®m �ovvor �w ,®OQOQi�®Q��®i�0ie�®® ' ♦ 000®®®00 1 F�00�®*�MI�ii', ®©OQ�i i■ii, ®®o�mo�iaai Q+li� lI�S00 ��®Di::ii Q�®QQ'i� �Q•'^'� li� �00 X00 ♦ ♦ 001���000%i0'I��0�000 �©0�®� volo�.7� L®�0000� 00p0�==MMMMMMMM "m � ♦ �000v0 L•a�C•ooOQ m �: ��Sese DD oo � OOR� se��ii7ii7©�® HIM, ®iL�riv00070ism00R�l�I7L'1!!S ♦ t�3Cia0v0�®�0oo0®Tr�F1� sa l��®� wa HEM 00v0�0�©OO�OO S�l�es ��® ®�wo0v0® ♦ o00vim=0 mmmmmmm um ' ®AvOvii�m0�i00v0 �iif SSS D �00�0�oYm ' ovs�ovv�ovvvvosa e1�n�ei�se� n��• I�i� Damm mm vv000�aooialovv�aoo c�e�esmser Iwo a�®mmm avomrvavo�mmmmmmm masselmse r�® m mmvlam uo 00 r • vvovv��vlmvlvomivvvmsss�sesi 00000®®®�mvv�� rrr1111firk, iiiey��' p r FLORIDA BUILDING CODE(High Velocity Hurricone Zone ® 2015 EASTERN METAL SUPPLY, INC. BERTHA TM Am *.S.A '' nom• Accordion Shutter System IILIEC O 4rOFTILLIT #1 W/ OR W/0 RV WINDOW BLADE �t �y Systems American Shutter Systems • FC /� �; • 6355 N.W. TESTING & ENGINEERING COMPANY 36th. SG, Ste. 303. VIRGINIA GARDENS. FLOMD4 3316E /(�� 41111 YJ: • -.,• , •i� Phone : (305)871-1530 - Fox : (305)871-1531 e -mal; 500067 aol.com NALf- 'rrr r s EB -0006719 . • ' P.E. SF1 SIGNATURE/DATE I 4 15-080 WALTER A. TILUr Jr P.E. FLORIDA Vo. 1 44167 ANCHORS SPACING LEGEND TAPCON WffH ADVANCED THREADFORM TECHNOLOGY BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 13 ®SEE LIMITATIONS OF USE FOR+ BLADE (A ON SHEET 19 1 61) HV BLADE OR n1 HV BLADE • HV WINDOW BLADE WORKING• p r FLORIDA BUILDING CODE(High Velocity Hurricone Zone ® 2015 EASTERN METAL SUPPLY, INC. BERTHA TM Am *.S.A Accordion Shutter System #1 W/ OR W/0 RV WINDOW BLADE �t �y Systems American Shutter Systems IREV.N. DESCRIPTION DATE DRAWN BY: M.L. 1 Association, Inc. j i OLD 11-193 04/10/1 DATE: 0410/15 4268 West Roads Drive s i DRAWING No West Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 I 4 15-080 5 SHEET 6 - 14A OF 20 MAXIMUM SPAN (n) 3'-0' OR LES 4'-0' 5'-0' 6'-0" 7'-0" 8'-0' 9'-O" 10'-0" 13'-0" 14'-0" 15'-0" 16'-0' MAXI OM DESIGN PRESSURE RATING (F.s.f.) AND CORRESPONDING MAXIMUM ANCHOR' SPACING (in.) SCHEDULE FOR A GNEN MAX. SHUTTER -*SPAN. NEGATIVE A.S,D. DESIGN PRE; SURE RATING �Nd A CO RESPONDING MOUNTING T)P�, (SEE MOUNTINGS ON SHEETS 16 & 17). RAT SOUTHERN PINE No. 2 W MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH SOUTHERN PINE No. SPRUCE PINE / 1/2" MIN. COX 2 W/ MIN.. 0. ' I FIR NORTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN_ G=0.36 PLYWOOD 11 MIN. G=0.50 I W/ MIN. G=0-43 WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M, N. 0 & R FLOOR MOUNTINGS M, N, O & R FLOOR MOUNTINGS M, N, O & R FLOOR MOUNTINGS WALL MOUNTINGS B.o- WALL MOUNTINGS B.O. WALL MOUNTINGS W& X W& X W& X P& Q I S& v S& v Asa omrn r7�4FE waNe (qQ Asa oE9at IiiuAE PA697€ PMC (gN",ASa � MsahE i1� ware Asn omal lg+axe P»3suaE wa11c (� Asn oam 1asveE t1�� auNc � Asa ramal DANE F IZAIBG fr>fJ Asa �1 ILTANC t1 PATt1: (w9 Asn. L>FS�q (�) Asa ( t�AE (�} 30 40 60 75 90 105 30 40 60 75 90, 05 30 40 60 75 90 105 30 40 60 75, 90 05 30 -1 60 75 90 105 30 40 60 75 90 05 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60.75 90 105'30 SPRUCE 'PINE FIR SOUTH W/ MIN. 6=0.36 B.O- WALL. MOUNTINGS 1 S& v j � Asa LEBaNE lid 4b 60 75 90 105 12 70 10 9 8 8 12 10 10 9 8 8 6 6 6 6 6- 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6, 6 6 10 9 8 8 6 6 6 6• 6 6 6 5 4 4 4 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 .12 12 12 3 12 12 12 12 12 12 12 _12 12 12 T2 12 12 12 12 12 12 12 12 12 12 12 12 10 10 9 8 8 12 10 10 9 8 6.5 6 6 6 6 6 5-5 12 10 10 -il-8 8 6 6 6 6 5.5 4.5 12 16 10 9 8 5 6 6 6 6 6 5 12 10 6 6 6 5.5 5 4.5 12 10 T121 10 9 8 7' 6 6 6 6 6 5 6 5 4 4. 4 3 12 12 12 12 12 12 12 12 12' 12 10 9 6 3.5 6 6 6 6 5 4-5 6 5 4 4 3.5 - 12 12 12 12 12 12 12 12 12 1212 12 12 12 12.12 '10-5, 12 12 12 1.0 8 5 T 2 10 10 9 6.5 4 6 6 6 5-5 4.5 '4 12 10 10 9 5 3 6 6 6 5 4 3.5 12 10 10 7 .5 - 6 6 6 5 4 3.5 6 5 4 4 - - 12 12 12 12 12 12 12:12 12 10. 12 12 12 i 0.5 8.5 7.5 12 10 10 7.5 4.5 3 6 6 6 5 4 3-5 12 TO-, 0 6 3.5 - 6 6 5 4.5 '3.5 _T 12 10 10 4 - 6 6 5 4.5 '3.5 3 - 6 5 4 - - - 12 12 12 12 12 12 !12 12 12 12 11 9.5 12 12 11.5 9 J.5 6-5 12 10 10 5 3.5 - 6 6 5.5 4.5 3.5, 3 12 70 9 4 - - 6 6 4.5 4 , 3 3 12 10 4 3 - - 6 6 4.5 4 3 3 -- 6 5 3.5 - - - 12 12 12 12 12 10. 12 12 12 11.5 9.5 8.5 12 12 10 8 6.5 5.5 12 10 7.5 4 - - 6 6 5 4 3 - 12 10 6 3 - 6 6 4 3.5 3 - 12 10 3 - - - 6 6 4 3.5 3 - 6 5 - - - - 12 12 12 12 1.5 9.5 12 12 12 10.58.5 7.5 12 12 9 1. 6 5 12 10 5.5 - - - 6 6 4.5 - - - 12 10 4.5 - - - 6 5.5 3.5 - - - 12 10 - - - 6 5.5 4 - - - 6 5 - - - - . 12 12 12 12 10 8.5]12 12 12 P.5 8 7 12 12 8 6.5 5.5 4-5 12 10 4.5 - 6 6 4 - - - 12 10 3.5 - - - 6 5 3.5 - - - 12 10 - - - 6 5 3.5 - - - 6 5 - - - 12 12 12 11.59.5 8 12 12 11 8.5 7 6 12 11.57.5 6 5 4 12 10 - - - - 6 6 - - - - 12 10 - - - - 6 4.5 - - - - 12 7.5 - - - - 6 4.5 - - - - ° 6 4.5 - - - - 12 12 12 f0.5 8.5 7.5 12 12 10: -8 6.5 5.5 12 10.5 7 5;S 4.5 4 12 10 - - 6 5.5 - - - - 12 7 - - - - 5.5 4.5 - - - - 12 7 - - - - 5.5 4.5 - - - -6 3 - - - 12 12 12 9.5 8 6 12 12 9.5-7.5 6 4.5 12 9.5 6.5 5 4 3 12 - - - - - 6 - - - - - 12 - - - - 5 - - - - - 12 - - - - 5 - - - - 6 - - - - - 12 12 11 9 7.5 5 12 12 8.5 7 6 4 12 9 6 5. 4 - 12 - -1- - - 6 - - - - - 12 - - - .- - 15 - - - - - 17.5 - - - - - 5 - - - - 6 112 12 10-5'8.56.5 4 J12 12 8 .6-5 5 3 M 1.55.5 5.5 4.5 3.5 - HV BLADE OR n HV,-* BLADE / qx, HV WINDOW BLADE WORKING IN UNISON ♦ SEE LIMITATIONS OF USE FOR BLADE ® ON SHEET 19 ` ♦ NOTES ON ANCHORS REQUIREMENTS: W00D SUBSTRATES. 1. ANCHORS TO WALL. FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 3. SUBSTRATE SHAM. CONSIST OF THE FOLLOWING. -SOUTHERN PINE No. 2 W/ G=0.55 (N.D.S) ' - 1/4.0 TAPCON ANCHORS. AS MANUFACTURED BY I.T.W. BUILDEX W/ MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FW W/ G-0.50 (N.DS.) EACH SECTION ON SHEETS 16 & 17. -SPRUCE PINE FIR NORTH W/ G-0.43 (N.D.S.) EXCEPTION: SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/ G=0.36 (N.D.S-) 1/2• COX PLYWOOD (1986 APA) i 2. ANCHORS TO HOLLOW COLING SHALL. BE AS PER MOUMOUNTING-MIN. TYPE U, SHEET 17 AND SHALL CONSIST OF 1 LAG SCREWS AS PER NDS 2012 SPECIFICATIONS. 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS ANCHOR'S MANUFACTURER. AND SPECIFICATIONS OF THE j •�fiA A r, -. FLORIDA BUILDING CODE(High Velocity Hurricane Zone'l . •• .... �� © 2015 EASTERN METAL SUPPLY, INC. 7: BERTHA' HVTM X ?i AOL AK t L I E C 4 c. ,A.cc®ri®n Shutter System -0 �� ?� � : JC A N Hd , W/ O2 WAHV WINDOW A1®61C®n ShLab�� = +� �• • O OFTILUT J�Sg��S TESTING & ENGINEERING COMPANY IREV.No DESCRIPT70N DTE DRAWN BY: M.L '•• Q * Association,Inc. 6355 N.W. 36th- St., Ste, 305, VIRGINIA GARDENS. FLORIDA 3316E' j I OLD 11-193 04/10/15 DATE: 04/10/15 _ as S� `•+•"'••" •� �� Phone : (305)871.-1530. Fax : (305)871-1531 4268 West Roods Drive e-mail:: ttltecoOaoLcom West Palm Beach, FL 33407 I 2 1 3 DRAWING NO L a�tt EB -0006719 Phone: (800)432-2204 . Fax: (561)209-8380 A. 4 15-080 1`0 P.E SEAL/S�GFiI�!`URE/DATE . WALTER TILLIT Jr. P.E. FLORIDA tic. g 44167 l 5 SHEET 6 15 OF 20 INSTALLATION DETAILS O� V I I ". -1/4"0 TAPCON WITH ADVANCED jZ f THREADFORM TECHNOLOGY "/ I 1/2" Min. PENETRATION OF THREADED AREA To �F THREADED EXISTING WOOD HEADER. STI S SEE SCHEDULE ON SHEET 15) - 2 II N OR EXISTING, WOOD BUILDINGS FOR J) HV & HV* BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV 131 ADE M ONLY - SHALL BE LIMITED TO 105.0 Dsf. A.S.D. DESIGN PRESSURE RATING. SEE SHEET 19 FOR AX & A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE (1) & fA) WORKING IN UNISON 1/4-0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2' Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEAEIER_ (SEE SCHEDULE ON SHEET 15) y 9 NN. SEPARATION 0 TO CLASS (SEE 0 - SCHEDULE ON I A OR 1/4"m -20x3/4' S -S_ MACHINE SCREWS OR 54 W1 1/4'm--20 NUTS 0 12' O.C. --(g OR EM -1 FINISH PTIONAL '!::E _77 V i ­_ WALL '0 EXISTING MIN. 2*x4 WOOD WFINISH 'z C HEADER REQUIRED OR 5 EXISTING MIN. C! M 2X4' OOD EYJS71NG MIN. SEPARATION 11 HEADER REQUIRED C4_AS TO GLASS (SEE, I MIN. SEPARATION SCHEDULE ON %TUT TO GLASS ON SHEET 19I AN 11 FOR BLADE AND— EXISTING LE R (SEE SCHEDU GL"S" ON SHEET 11) R ( HV WALL HEAUR INSTALLATION EXISTING MIN. SEPARATION III I 2"x TO GLASS WOOD - PCIL)XNrll� (SEE SCHEDULE REQ'D_ ON SHEET 11) WALL FINISH OR 11/4-0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1/2" Min. PENETRATION OF THREADED AREA INTO PLYWOOD. (SEE.SCHEDULE ON SHEET 15) \-1/2- MIN. COX PLYWOOD REQ'D_ VEXISTING MIN. 2x4" STUDS 0 16' O.C. MAX. REQ'D. PLYWOOD TO BE ATTACHED -M STUDS IN ACCORDANCE WITH SECTION 2322 OF THE F.B.C. HV WALL SILL INSTALLATION ON HV WALL HEADER INSTALLATION 4 1*1 FOR RAM 1 EXISTING 5 ON SHEET 19 GLASS--� SLADESO& (9 WALL FINISH OR(9 1/4*0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY 2"x4" CONT. SILL n. PENETRATION PLATE REQ'D. OF THREADED AREA 0 MIDWDTH OF WOOD PLATE (SEE SCHEDULE ON SHEET 15) HV WALL SILL INSTALLATION, MIN- SEPARATION MIN. SEPARATION TO GLASS TO GLASS I (SEE SCHEDULt (SEE SCHEDULE EX ON SHEET 11) 'i EXISTING ON SHEET 11) 1/4"m -20x3/4" S.S. MACHINE SCREWS MACHINE SCREWS W/ f USING 1/4* -20 NUTS 1/4'�-20 NUTS 0 12" O.C. 0 12' O.C.;�Lj' OR OR 18 OR OR 2"x4" CONT WOOD PLATE''' L-EQ-T—EQ- REQ'D. AN, Min. TAPCON WITH ADVANCED �1/4-0 -0 TAPCON WITH ADVANCED 'TECHNOLOGY THREADFORM TECHNOLOGY THREADFORM CONT. W/ 1 1/2" Win. PENETRATION THREADED AREA INTO PLYWOOD. SHUTTER ASSEMBLY. W/ 1/2' Min. PENETRATION OF 1 -SEE SHEET 4- FOR TYPICAL 7- LATE OF THREADED AREA R SILL WR�EQ'�I�)p \-WALL (SEE SCHEDULE ON SHEET 15) 2 -MOUNTING SECTIONS CAN BE MIDWIDTH OF WOOD PLATE. EXISTING MIN. 2"x4* STUDS COMBINED IN ANY WAY TO FINISH (SEE SCHEDULE ON SHEET 15) 0 16' O.C. MAX. REO'D. SUIT ANY INSTALLATION. PLYWOOD TO 13E ATTACHED TO 1/2`MIN. COX ALL FINISH STUDS IN ACCORDANCE WITH PLYWOOD REQ'D. HV WALL SIU-JNSTALLATION SECTION 2322 OF THE F.B.C. SEE UMTTATIONS OF USE OF W --WALL SILL INSTALLATION BLADE 1A ON SHEET @ r' FLORIDA BUILDING CODE(High Velocity Huricone Zone] Q 2015 EASTERN METAL SUPPLY, INC- : NC- .. 'Nr .... ce- BERTHA HVTm 'Accor i®n Shutter System 11LIECO.. -0 tt� . / RV MADE #1 W1 OR W/0 FLV WINDOW RAM American Shutter Systems I REM.N. DESCRIPTION DATE I DRAWN ETY: M -L kOF TILLIT TESTING & ENGINEERING COMPANY A, 04/10/11 DATE 04/10/15 �OFJID .,11 N.W. .161h- SI, St.. 3G5. VIRGINIA GARDENS, FLORIDA 3316E Association, Inc. I OLD 11-193 4268 West Roads Drive 2 .. ....... ... ZV. I Phone : (305)871-1530 . Fax : (305)871-1531 06 V. 16 DRAWING No :--_ e-mail: bltecoftol.com West Palm Beach, FL 33407 3 15-080 NAL Pf"; EEI-000671 9 Phone: (800)432-2204 . Fax: (561)209-8380 4 ""ri'oorfl WALTER A. TIU_rr Jr. P.E. RE SF-AL/SIGNATURE/DATE FLORIDA tic. # 44167 I 5 SHEET 6 1. 6 ..OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n1 HV & A HV* BLADES (AS APPLICABLE) GLASS fl1 I E]XISTING ' Ezi-j fl MAX. SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BLADE n.1 ONLY SHALL BE LIMITED TO 105.0 Dsf. A.S.D. DESIGN PRESSURE RATING. SEE SHEET 19. FOR MAX SPAN & rWAUL FINISH A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE ft)& (A) WORKING IN UNISON 1/4-0 TAPCON WITH If ADVANCED THREADFORM 2 MIN- EDGE (IF APPLICABLE) HNO 4x8" (Min.) EXISTING FEQ TECHNOLOGY W/ 1 1/2- Min. WOOD BEAM REQUIRED. PENETRATION OF THREADED AREA TO EXISTING WOOD STRUCTURAL ADEQUACY HEADER. -0-2Ox3/4- S. TOF BEXISTING WOOD BEAM EXISTING WOOD 1/4� - L M. PHILLIPS TRUSS HIS E CERTIFIED 13Y TRUSSES OR (SEE SCHEDULE ON SHEET 15) DID INM4 REGISTERED ENGINEER OR EQ HINE SCREWS 1/2' RAFTER 0 24�" ARCHITECT PRIOR TO O.C. REQUIRED 1/4 =20 NUTS SHUTTER INSTALLATION. 19 EQ - 1 0 12" D.C. 1/4-0 TAPCON WITH nxii 0 OR 1 ADVANCED THREADFOR_ M EXISTING SOFFIT TECHNOLOGY W1 1 1/2" Min. /-3/4' Max. THK. .257" PENETRATION OF THREADED Max. AREA TO EXISTING WOOD SM Q #14x3/4- -E,;�- Q- 1'x4"xl/B- CONT. ALUM. TUBE OPTIONAL (SEE SCHEDULE ON SHEET 15) -I _ES.M.S.(6063-T6 ALLOY) W/ r - I 0 6" O.C. (3) 5/16-0 LAG SCREWS TO or Or EACH RA FTEFR OR TRUSS. or or LOCATE LAG SCREWS AT (9 MIDWID7H OEXISTING WOOD -EXISTING MIN 2x4' I MEMBER (2 Min. NOMINAL WIDTH) HEADER REQ'D MIN. SEPARATIONOPEN HOLE AT EACH W/ 2- Min- PENETRATION OF TO CLASS STUD TO ACCEPT THREADED AREA. VALID FOR t ... " R1,_j I EXISTING �5/16-0 LAG SCREW INSTALLATIONS WITH /Z pst (SEE SCHEDULE ON SHEET 11) GLASS___j AT CENTER OF TUBE. 1 I l I MAX. A-S.D. DESIGN LOAD AND UK SEFAWON I I i I I I I r 9'-0 MAX. SPAN- THIS TO CI.ASS (SEE MK SEPARA110N INSTALLATION IS ONLY VALID SDIEDULE ON shm 'to MAss (SEE FOR WOOD W1 MIN. SPECIFIC HV WALL HEADER INSTALLATION. 11 FOR Ci EXISTING 7 SDMM.E ONSST r1 I III ON SR2n, qr GLASS 11 FOR BLADE GRAVITY OF 0-50 AS DOUGLAS BLADES (1)& (9 ON SHEET 199r OR FIR OR SOUTHERN PINE No. 2. OR (W OR EQUAL. 1 -SEE S�Wff 4 FOR TYPICAL SHUTTER ASSEMBLY, 2-MOUNITING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. ( HV CEILING INSTALLATION O HV CEILING INSTALLATION UK SEPAIMION OR MIN. SEPARATION _j TO MASS (SEE TO GLASS MIN. SEPARATION SCHEDLU ON SHEET TO GLASSEXISTING 11 FOR BLADEVO (SEE SCHEDULE CN SHEET 19 I I I ON SHEET 11) (SEE SCHEDULE ON SHEET 11) i i GLASSNI II ALTERNATE ANCHOR ]EXISTING LOCA_ 2 x6 WALL knON GLAS MIN- WOOD 1 121 FINISH* JlOx3/4' HEX DECK REQUIRED 1/4-j 70 1 f WASHER HEAD TEK (NO FINISH ALLOWED) Max. f 2`x6' MIN. WOOD --I SCREWS SCREWS 0 12" o.c DECK REQUIRED (NO EDGE OF DECK LEQTE+ 3 OR© FINISH ALLOWED) IF APPLICABLE 1/*-0-2Ox3/4- S.S. EDGE OF DEC -0 F.H. TAPCON WITH E ' K-/. 1/4 TAPCON WH I" PHILLIPS TRUSS HEAD IF APPLICABLE A-EIGE ADVANCED THREADFORM ADVANCED THREADFORM Min- MACHINE SCREWS OF TECHNOLOGY W1 1 1/2' Min. 2" MIN- 2' MIN�� TECHNOLOGY W/ 1 1/2" Min. W/ 1/4--20 NUTS DECK IF V PENETRATION OF THREADED CONT. PENETRATION OF THREADED 0 12" O.C. APPLICABLE L__2_ MIN�� AREA 0 MIDWIDTH OF WOOD PLATE AREA 0 MIDWIM OF WOOD 1/4-0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY PLATE. 0. PLATE W/ 1 1/2" Min. PENETRATION OF THREADED AREA INTO WOOD DECK. (SEE SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15)I SEE UMITATIONS OF USE OF BLADE &ON SHEET 19 HV WALX—OVER INSTALLATION HV WALL SILL INSTALLATION HV FLOOR INSTALLATION FLORIDA BUILDING CODE(High Velocity Hurricane Zone' . ..... 2015 EASTERN METAL SUPPLY, INC - BERTHA HVTm 1kAIR golk AFIL 4111111111111%, Accordion Shutter System 0 11LIECO uSsA . �Rp. 4 18-7 M KV RAM fl W1 OR W/0 FLV WNWW 11ADE OAmerican Shutter Systems I RFV -N. IDESCRIFTION DATE DRAWN BY: M.L. TILLIT TESTING & ENGINEERING COMPANY Ac Association, Inc- I OLD 11-193 3+/10/15 DATE: 04/10/15 S7rATE F•44 -f 6355 N.W_ 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 3316F_ 4268 West Roads Drive 2 DRAWING No ft Phone : (Z05)871-1530 . Fox : (305)871-1531 0 RIV1 West Palm Beach, FIL 33407 3 e-mail; tillec0000l.com EB -0006719 Phone: (800)432-2204 . Fox: (561)209-8380 1 4 15-080 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. 1 44167 1 5 SHEET 1 6 17 OF 20 END INSTALLATIONS J) HV & �1Ai HV♦ BLADES INTO 2"x4-" MIN. WOOD STUDS. 2'x4" MIN. �_��� 2"x4' MIN_ WOOD STUDS.—.>'1/4"/ TMCON WITI-! _ — ,y �/ / / / / / / / /.�- (AS APPLICABLE) / DVANCED THREADFORM 54. 2•x4• MIN. WOOD V / / / / / / / �`.,' �: !-= WOOD STUDS. -r_ TECHNOLOGY ITW BUI DEX (AS APPLICABLE) \ / , �"�—SKIDS REQ'D. 2"z4" MIN. WOOD\\ ANCHORS O 6. O.C. �;- \ / c�; '� STUDS IN. W AW m. \ / W/ 1 1/2• MIN. THREADED ALL T 'N1 .`s PENETRATION INTO STUDS OR'\";' _.' I \ / W/ MIN. 1/2` THREADED L, �� >/,,>` FINISH EXISTING GLASS �: PENETRATION TO 1/2• COx i EXISTING GLASS 'i •'= •c!� j//E PLYWOOD IF NO STUDS EXIST". � . EXISONG GLASS / EXIST'SVG GLASS ED MfrL S:PAR4TION -- I 1/Y MIN. CD �:: ,fes TO BASS SEE � w ,2 X1/2• MIN. COX = -,y MIN. Sr'PN+Al10N - •'MIN. SEPAR6TM MIr1 SEPARATION ( is`....C^"-r�� r'-- `fi•4 s��,'. ;t;" ;i` "c r�..r` :x••..,:,.,-r ( - --'�- TO WSS (SEE J _ s= 1D CLASS (SEF SCHEDULE ON SfEFfT PLYWOOD. �n,•, c�+':r,;:= rv;. 4+;*..:i'=ea:�•, TO GLASS SEES .1%' 1/2• MIN. COX ;+::.-'++•"�-n-= �.ti 11 FOR WDE (f)AND _ SC�ULE Ort SHEET r•„.eek; ' ;,__ "�'�'' •�••c,r'.Zv-- JCE AD 9iEET PLYWOOD. �-�.� - 11 FOR BLADE AND '.” a'FF� Y•i�-�N - ^•,\I�.•7; .-�., SD¢DILE ON SHEET 1/16•x3" MAX. yrpLL� / ��6• ,..-.{,i:G3�.S,, .H.: :>... •: it FOR EttADE (I)AND AND 1/2 �, ON SHEET 19 FOR (6063—T6) CONT_ 1/2` MIN. COX 11 FOR BLADE QIWO /ON 5iiEET' 19 FOR RACES © & ® 1 ALUM. CLOSER FINISFI PLYWOOD. I ON SHEET 19 FOR WALT ��� J �• MIN. SHEEr 19 FOR RAI)m (D at (9 P1ATE. (LOCATE 1/2` BLADES 0& FINISH ---/// II AT EITHER SIDE MIN (� a u� 1-OR z-'°- OF&1 "r AU --� 10x1/2• S.M.S. — — (1) �� ar Gin 016 o.C. fla 0 C. S.M.S. /// — / p� )11/ -0 / f / ' (7 FON A C"011SAUVANEn �/y1` — 4 r' 7NRFl�DrOftrd TECHNOW6Y 5 4 To ALL AT a- 0-7' ro axi AT 1" o_c 1 OR ®* SEE DETAIL X FO 1 OR ®� TLS AT a DoE arm 1 OR ®® SIDE CONNECTION /�' SEE DETAIL X FOR 1 OR ®� TO TRACKS�� SEE DETAIL X FOR SIDE CONNECTION ��01®"©-Q"ll"�•®a. SIDE CONNECTION �'®a© ®-©•�---JJJ/ To TRAORS To TRACKS END CONNECTION DETAIL END CONNECTION DETAIL © END CONNECTION DETAIL ® ENR CONNECTION DETAIL EXISTING + $ REQUIRED ONLY FOR SPANS GREATER TF1Afd 12'-0" � I b0ST1NG GLASS t/4"0 TAPCON WITH 1/4-0 TAPCON WITH /__GLASS ADVANCED THREADFORM ADVANCED THREADFORM D TECHNOLOGY ITW BUUDEX TECHNOLOGY TRY BUILD'X ANCHORS W/ 1 1/2- MIN. ANCHORS W/ 1 1/2• MIN. #I Yxt� MIN. WOOD THREADED PENETRATION THREADED Pf7JETRATION / ® SEE LIMITATIONS. OF USE OF MIN. SEPARATION STUDS RECYD_ #1021 2" S.M.S. MN. SEPARATION Il( To GLASS (SEE INTO snlDs o 1z• 0_c. INrp slvos a 12• o.c. 016 O.C. TO doss (SEE BLADE 1A ON SHEET 19 SCHEDULE ON SHITI 4 SCHEDULE ONS1LLT' ` \\\\\\\�I V'//////1/ i 1/z•Mw. 11 BLADE 11 FOR BLADE (DAND ON SHOOT 19 FOR ON SHEET 19 FOR I - --- -- — RACES V&'q JIfJ ; 1 5 ©� I ® OR(9)OR OR Z•,�11 —----. —� 1 OROOR 1 OR tX Q Q JR 1 5 r xr.. OR r 6 OR®OROOR WALL FINISH 2`x4" MIN- WOOD WALL®"®"©' 7O"® 10'®s 1 OR DOR(jOR VIEW Y L-1 a ®u.®. ®s©•®.r STUDS RED'D. FlNISH �� ®�©. ©•®'PLAN O•®'® ®°"®�® ®�®•®�®�® DETAIL X END CONNECTION DETAIL 0 ENDrM_.DETAIL 2 Iii h Velocity e .�� , FLORIDAR1DA 8UII�ING CODE( 9 Yurricane Zon ,is Q��' •.•• ••'• �/ ® 2015 EASTERN METAL SUPPLY, INC. "N BERTHA HVTm I L I E C o w N c. \ Accordion Shunter y�te . S Shutter Systems HN #1 w/ az w/0 RV WI , Q" American Shutter Systems IREV_Ne DESCRIPTION DATE DRAWN BY: M_L ,Q STALE : �lti : TIWT TESTING do ENGINEERING COMPANY Assoclaflon, Inc. ] 1 OLD 11-193 �O4/10/15 DATE- 04/10/15 j P:= 6355 N.W. 36th. SL, Sta. 305, VIRGINIA GARDENS, FLORIDA 33166 li.�••_ F Q �' 4268 West Roads Drive 2 Phone (305)871-1530 Fax (305)871-1531 DRAWING No F .... •' • e—mail: 6itecoaaol.mm West Palm Beach, FL 33407 I 3 J j `sS10MV EB-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 � 4 15-080 j r.•�`• WALTER A TILLIT Jr. P.E. P.E SEAL/SIE"RE/DATE FLORA Ua # 44167 5 SHEET J 6 1 18 OF 20 Pr I � � I > z r4 f��.-4)� Dart®°R N ` T aR TYP. E4. END MAX5 WINDOWS Z4X WINDOW AT HV WINDOW BLADE w V V V� o V 0 0 rk V SEE END ON CONNECTION` '-'� DETAILS ON SHEETS 10 do 1a TYP.J �>5 FULL HEIGHT. �9 7) �� rip z TYP TYP n— (�O(SEE PLAN FOR REQUIREMENTS) TYP TOP do BOTTOM UNLIMITED WIDTH ELEVATION MIR SEPARknON TD GLASS --' V EXISTING GLASS SFE SCHEDULE ON SHEET 12 FOR aPDEm - -- �- ----------- AND ON IHS 91EEf FOR BLADES Q do 5 1 \ TYP. 1 1 Typ. METRICAL CENTERMATES- W/. OR 5 AND W/0 (SEE NOTE 4 ABOVE) ` PLAN TYPICAL n HV BLADE WORKING IN UNIPOId"�sL_ HV FL0RVQ; o,�,: .... o . ' ��SIOPFI�L�. . P.E. SDVSIGNATURE/DATE WINDOW BLADE 1�-A SHUTTER* 1. MAX. A.S.D. DESIGN PRESSURE RATING +110, - 1.10 p.s.i. 2. MAX. SHUTTER SPAN: 96". 3. ALLOWED MOUNTINGS: A. D, G do H ON SHEETS 6, 7: AS WELL AS MOUNTINGS M, O, T, U & W ON SHEETS 16 do 17. 4 ONLY CENT IN A SYM �2C(B OR OPPOSING LAYOUT 1N CASE OF E ALLOWED OP OSING YOUF, 5 MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF CENTERMA 5. (A) HV WINDOW BLADE 1@ SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS (3-6 HOLES) FOR ® PER BLADE AT SPACINGS SHOWN ON SHEET 4. (B) MIN. CLEARANCE FROM TOP OR BOTTOM EDGE OF HV WINDOW BLADE 1® OF ANY 3'0 HOLE FOR (B SHALL BE 12'- (C) FIRST OR BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE 1) (D) HV WINDOW BLADE 9 MUST BE USED ALTERKATE TO A SOLID HV BLADE(D THROUGHOUT SHUTTER'S WIDTH_ (E) C MATES SHAH ALWAYS BE INSTALLED ADJACENT TO A SOUR ItV BLADE ,I)AT EITHER SIDE OF THEM. (F) POLYCARBONATE NV WINDOW SHALL BE INSTALLED So TH TABS FACE THE INTERIOR OF THE OPENING BEING PROTECTED. W WINDOW MUS BE ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROM BY ASSA, ING. 6. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS ON SHEET 15, AS UMM BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABOvE)_ 7. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12 & 13 AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABOVE). 8. MINIMUM SEPARATION TO GLASS SCHEDULE: SHUTTER SPAN i MINIMUM SEPARATION TO GLASS A96" Maz. 5" (SEF_ NOTE � 5 0 r caars% n \ 21 \ 4 / FLORIDA BUILDING CODS( iqh Velocity Hurricane Zone IILIECO m, TILLIT TESTING & ENGINEERING COMPANY 6355 N.H. 36th. St., St. 305, VIRGINIA GARDENS. FLORIDA 3316E Phone : (305)871-1530 . Fax : (305)871-1531 H.V. MADE #1 W/ OR W/0 H.V. WNDOW RADE e-mail: tiltecom00I.com IREV.N. DESCRIPTION DATE DRAWN BY: M.L EB -0006719 1 OLD 11-193 34/10/15 DATE- 04/10/15 WALTER A. TILLIT Jr. P.E. z DRAWING No FLORIDA Uc. # 44167 1. MAX. A.S.D. DESIGN PRESSURE RATING +110, - 1.10 p.s.i. 2. MAX. SHUTTER SPAN: 96". 3. ALLOWED MOUNTINGS: A. D, G do H ON SHEETS 6, 7: AS WELL AS MOUNTINGS M, O, T, U & W ON SHEETS 16 do 17. 4 ONLY CENT IN A SYM �2C(B OR OPPOSING LAYOUT 1N CASE OF E ALLOWED OP OSING YOUF, 5 MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF CENTERMA 5. (A) HV WINDOW BLADE 1@ SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS (3-6 HOLES) FOR ® PER BLADE AT SPACINGS SHOWN ON SHEET 4. (B) MIN. CLEARANCE FROM TOP OR BOTTOM EDGE OF HV WINDOW BLADE 1® OF ANY 3'0 HOLE FOR (B SHALL BE 12'- (C) FIRST OR BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE 1) (D) HV WINDOW BLADE 9 MUST BE USED ALTERKATE TO A SOLID HV BLADE(D THROUGHOUT SHUTTER'S WIDTH_ (E) C MATES SHAH ALWAYS BE INSTALLED ADJACENT TO A SOUR ItV BLADE ,I)AT EITHER SIDE OF THEM. (F) POLYCARBONATE NV WINDOW SHALL BE INSTALLED So TH TABS FACE THE INTERIOR OF THE OPENING BEING PROTECTED. W WINDOW MUS BE ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROM BY ASSA, ING. 6. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS ON SHEET 15, AS UMM BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABOvE)_ 7. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12 & 13 AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABOVE). 8. MINIMUM SEPARATION TO GLASS SCHEDULE: SHUTTER SPAN i MINIMUM SEPARATION TO GLASS A96" Maz. 5" (SEF_ NOTE � 5 0 r caars% n \ 21 \ 4 / FLORIDA BUILDING CODS( iqh Velocity Hurricane Zone 0 2015 EASTERN METAL SUPPLY, INC_ BERTHA TM *ESE'= E I Accordion Shutter System H.V. MADE #1 W/ OR W/0 H.V. WNDOW RADE American Shutter Systems IREV.N. DESCRIPTION DATE DRAWN BY: M.L Associations Inc. 1 OLD 11-193 34/10/15 DATE- 04/10/15 4268 West Roads Drive West Palm Beach, FL 33407 z DRAWING No Phone: (800)432-2204 . Fax: (561)209-8380 4 15-080 5 SHEET j 6 19 OF 20 REQUIRED MINIMUM 6"x 1 1/2-x 0.035" THICK Min. ASTM A-653 GRADE 40 PM- Min- G-60 GALV. STEEL METAL STUDS AT 16" O.C. Imo- �R �w i EQUIREO MINIMUM i 1 3/4'x 6 1/4"x 0.035THICK M -n. CONT. GALV. STEEL TRACK CHANNEL.] ASTM A-653 GRADE 40 Min. G-60 I GALVANIZED FASTENED TO STUDS I W/ (2) $6x1/2" TEK SCREWS ON I INTERIOR & EXTERIOR FACE I EXISTING GLASS--{ W f ` 436 40 ®6' O.C. QI 1/2" W Min. h L 43U a 43c a 6" O.C. ® 6" O.C. 1 EAST1NG FINISH, 39 AS APPLICABLE MIN. SEPARATION To GLASS 1 �a _ (SEE SCHEDULE) 55., EXISTING FINISH 'I AS APPLICABLE INSTALLATIONS W/ n HV BLADE & HV CE TER ATES ® Q -12-000" Max - - - W' ��- / ✓^ = INTO METAL STUD WALLS * �o o 083` ���------� 475" GENERAL LJMITAl10NS AND CONDITIONS OF USE 114"o N® I ALUMINUM SLEEVE L o X � FOR BERTHA (1�' HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY N - 1— — ;' I z SYSTEM INSTALLATION TO METAL STUD WALLS SEPARATION TO GLASS SCHEDULE 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 p.s.f. N 3-000• { Max a_ ' 2. MAX. SHUTTER SPAN: 84" MINIMUM i SEPARATION i 43c LENGTH + 1" ' 3. ALLOWED MOUNTING: (9 ON THIS SHEET. TO GLASS J 43 1 /4l0-2OX3� BOLT I' (TYP.)In `0 4. ONLY' NTERMATE 21 W/ 24 HV LOCK ARE ALLOWED WITH 21 AR GED A SYMMETRICAL LAYOUT. 3 1/4" MUST PENETRATE 43c 1" _ REQUIRED MINIMUM I1 I , I n - ® 6'o.c. , -j USE OF (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 1 3/4'x 6 1/4'x 0.035" THICK Min., , , , , CONT_ GALV. STEU TRACK CHANNEL, I e I I 1 ASTM A-653 GRADE 4a Min. G-50 I 43c 43a .I I I I ,; I I I I INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF GALVANIZED FASTENED TO STUDS I ® 6' O.C. 1 CENTERMATE. W/ (2) (16x1/2" TEK SCREWS ON INTERIOR & EXTERIOR FACE i 1" 0 \ ' Min. _ _ N: BLADE SLACK DETAIL HVF IS VAUD ALSO FOR to 1/2" 8 ( CENTERMATE 21 APPLICATION WITH BEOU LADE 1t� I�ul�iiiiwulllf 12 l , REQUIRED MINIMUM W .:5._ 43b 6"x 1 1/2"x 0.035" THICK 0 6" O.C. Min. ASTMA-653 GRADE 40 ,;:2 :;MaK,'•, . Min G-60 GALV STEEL L, WALL HEADER /SILL INSTALLATION 9.373" i 250" I- 050" 1/4"0-20 THREADS; 43c 1 /4"0 ELCO CO UC110 PRODUCTS FAB-LOK HD i COMPONENTS METAL STUDS ATA 76` O.C. I EXISTING FINISH AS APPUCA13LE SCALE: 3/8'= 1 " V (TYP. TOP. & BOTTOM) ✓1 ✓ ✓' ` ------ --- -- Z —TING GLASS----- — -- — — — — ' --- — — -- --� 10NT4sGAL' _x 6 1/STEEL TRACK LICK EXIS .n .......:...:...:.._,. - ..:;_:-..: .. — GALVANIZED 3FASTENED °TO ISTUDS60 ::..:.....;:• ;:.:' ..:., ,,....••. :: , I I , : , I , .- W/ (2) 6x1/2' TEK SCREWS ON SYMMETRYCAL SYMMETRYCAL }I ' ' ' - i i j = I : MIN. SEPARATION :VARIES' . I I 43b -43c ; I ' - I , ; ! . I I : To GIAss 2. , a INTERIOR & EATEMOR FACE ,• CENTERMATES W/ :., , • CENTERMATES WL '':,,.'C-'.''` (SEE SCHEDULE ).`iMax.•.;'iai:I • EXtERIOR ACCESS SIDE:- ,...INTERIOR ACCESS SIDE :...... 6" (TYP.) MN SEPARAMON TO QASS I I.i MN. SEPAwmoN To I N a W/ INSIDE Loaf (s% SDimM (6' m, w/ outsDE Loac (SEE sa€n W ----------------------- } -- i J 4 i \ ; I - a --- - — �J " / i iL � 2142 1 21 F==-1 21 21 ! t 21 1 LOCATED AT 12 HV HEADER/SILL ENDS VIE W Y 12 3 1/4" (TyP)—s 1/2" (T-7" 3 (6- Min.) 7" 24 SIDE CONNECTION TO TRACK 6 1/2" MAX. STACK (cont.) HVA HVg,j1#/111!�%%BLADE SLACK DETAIL HVF HVC FLORIDA BUILDING CODE(Hiyh Velocity Hurricane Zone'. - - W' ��- / ✓^ = j ® 2015 EASTERN METAL SUPPLY, INC. ``+1�t�4� BERTHA HVTM 1 L I E C O Nc. Accordion Shutter System FLV MADE #1 W/ OR W/0 ITV. W CCAmerican `IC ;� rtQ ;• TILLIT 6355 N.W. TESTING & ENGINEERING COMPANY 36th. SL, Sta 305, VIRGINIA GARDENS, FLORIDA 3316F Shutter Systems Association, Inc. ?REV.N. DESCRIPTION I DATE DRAWN BY-. M.L 1 OLD 17-193 04/10/15 DATE 04/10/ts +�- -.� jLut Phono : (305)871-1530 . Fax : (305)871-1531 4268 West Roads Drive 2 DRAWING®No f✓ =FFssroNPL� e—mail: Lilteco®aol.com EB -0006719 WALTER A TILLIT Jr. P.E.d West Palm Beach, FL 33407 Phone: (800)432-2204 . Fox: (561)209-83 80 3 g g 5-0®0 P. I- SFAL/SIGNATWi /DATE FLORIDA Uc. # 44167 5 SHEET 6 20 OF 20 PGT Industries Inc. A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05) 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets I through 25 of 25, dated 08/29/11, with revision' B dated 10/10/14, 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 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 NOA No. 10-0819. 05) C. CALCULATIONS I Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 5111 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. ON] M 4,"e ez, P.E. Product Cont01 aminer NOA 3671 t-10218.03 Expiration Date: May 26, 2021 Approval Date: April 14 2016 P.Gllndu-s.tries, Inc. . STATEMENTS 1. Statement letter of conformance, complying with FBC-5'h Edition (2014), dated February 15, 2016, issued by manufacturer, signed and scaled by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — I1. .I., approved on 02/12/15 and expiring on 05/26/16. Manuel P.E. Product Contr I E miner I NOA No. -0218.03 Expiration Date: May 26, 2021. Approval Date: April 14 2016 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: - NONAMPACT OR LARGE AND SMALL ®fro MISSILE IMPACT -RESISTANT PRODUCTS 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FORTHE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES ........................... 9 g a a MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS ..................... ........ 1 U � m o ELEVATIONS ... ..........................1 FIGURE 1: MULL TO 2X WOOD.._._._._........... 2 MULTIPLE OPENING WIDTH FOR VERTICAL MULL ARCHESTo BE 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS MULL TO 1X & MASONRY ......... _... 2 o z t v INSCRIBED INSIDE HAVE BEEN TESTED AS "FREE-FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL MULLIONS /--� SEE DETAILS INSTALLATION NOTES ._......_.......- 2 u_ A-0,G,H RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4" FROM THE CLIP. MULL TO MASONRY ............._._..... 3 L0 SHEETS 2-3 SHAPE MULL TO STEEL STUD ................... 3 N yI - 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL................................3m y Go ((�Ir DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN 0180. THE 1/3 STRESS INCREASE WAS NOT USED ANCHOR SPECS ...... _....... ..... _....... 3 U) yam' W i I I I ALTERNATATE CLIPS.....................4 Z Un IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. BAY MULL INSTALLATION..............4 1 X 2 X.1 25 MULL SPECS...............5 J 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2 X .375 MULL SPECS........... -_.6 -) W INSTRUCTIONS. 1 X 2.75 X.376 MULL SPECS .......... 7 2 m U) _ ._,. _ ` x _� 1 X 2.75 X.65 MULL SPECS ............ 8 Z �° 0 SEE DETAILS I! / I 1 I ; 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.126 X.500 MULL SPECS -......9 UJ O O — SHEETS 3 -I-- / 1 I 1 / 1 SEE DETAILS ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER 1 X 4 X.125 MULL SPECS,._...........10 co U ) 1 "�' A THRU G; 1 X 4 X .376 TUBE MULL SPECS.... 11 Q J ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN H III SHEETS 2-3 1 X 4 X.376 'P MULL SPECS........ 11 > J PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1.25 X 3.186 X.265 MULL SPECS ...12 M W VE tT. `' _ U_ HEIGHT 1.25 X 3.26 X .100 MULL SPECS.....13 Z:) I j z m MLLL FOR 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 ®� B "3: LEN 3TH HORIZONTAL 1.25 X 3.94 X.624 MULL SPECS 15 Z � W 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 J Q 12Z SEE DETAIL E. BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT 2 X 6 X.25 MULL SPECS ................ 17 Q u r -'tSHEET 3 1.26 X 2.11 X.125 MULL SPECS.... 18 LIJ r AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 30'X 3.25 BAY MULL SPECS...._._ 99 Z Z F- Q 0) 'p REACTIONS. 45'X 3.25 BAY MULL SPECS.,....... 20 Q O Z N MULLION & CLIP DIMENSIONS.._.. 21-23 1- Z _ii .. 00 O SC) d FENESTRATION 8) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACON/AGGRE-GATOR NONS EXAMPLES 1 & 2 ..............................24 Un � y o 0 PRODUCTS MAY LOADING EXAMPLES ...................... 25 J 9 -BE OF ANY TYPE. 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING W MUST BE --� MANUFACTURED CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS, MULLIONS ARE ONLY TO BE USED WITH Z U) U) BY PGT. PGT -APPROVED FENESTRATION PRODUCTS HAVING CURRENTAPPROVALS. U (7 Q •O O -� 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. IL .0 ,0 �SEE DETAILSa— €W_4� A-D,G,H; 11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING HORIZONTAL MULL SHEETS 2-3 WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. --- LENGTH HORIZONTAL MULL -- LENGTH INSTRUCTIONS: ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FT-) FOR THE OPENING USING THE ASCE-7 STANDARD. MULLHORIZ. MULL LENGTH 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. LENGTH � I --OPENING WIDTH --j �- —y I 3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS "RECTANGULAR" OR'TRIANGULARITRAPEZOIDAL". �. 1 PRODUCT REVISED HEIGHT G 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBSlFT'), FROM TABLES 1A THROUGH 16A, ON SHEETS 5 THROUGH 20 RESPECTIVELY, USING HEIGHT \ `'I- THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE as complying with Ilse FI OP INC MULL 4 FOR ( lluildingCndc HEIGHT LENGTH yV HORIz• {{� VERT. MULLION CAPACITY (LBS/FT2) OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBS/F V) FOR THE OPENING OBTAINED IN Accepl®ncc Ne ICY° MULL p 1 LEMULL NGTH STEP 1). E Pieati n Date L5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE By AAf L L 1 REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. Nu i PProducLO� l OPENIN6WIDTH \` SINGLE MULLION SINGLE MULLION FOR VERTICAL MULL 6) FROM THE ANCHOR CAPACITY JLBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ��\ N� LYNN 4, OPENING WIDTH ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR �` \� ,. • . <(, FOR VERTICAL MULL CAPACITY IS MET. '1 SEE CORRESPONDING DETAILS MULTIPLE MULLIONS 7) IF THE MULLION CAPACITY (LBSIFf2) OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBS/FT-) FOR THE �` ' No. 56705 r FROM FIGURE 1 ABOVE. OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY! REQUIRED. WITH THIS - VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE W STANDARDS USED: 8) VERIFY THE DESIGN PRESSURE RATING (LBS/FT2) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION IL�' •2014 FLORIDA BUILDING CODE (FBC), STH EDITION CAPACITY (LBS/FT-) OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION F P •ANSUAF&PA NDS -2012 FOR WOOD CONSTRUCTION �ORID.•' �j`` PRODUCT ASSEMBLY. - *ALUMINUM DESIGN MANUAL ADM -201D •AISI-5100-07I82-2010 9 HIGHLIGHT OPTION USED AND TABLE VALUES USED INA SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A. 'K"E` N I - FL P-1�# 58705 h DETAILA: DETAIL B:MULUDN� MULLION TO 2X WOOD BUCK �/ MULLION MULLION ATTACHED TO 1X BUCKSTRIP TYP.ANCHOR o a0 Lu OR WOOD FRAMING WOOD BUCK AND MASONRY AND PER SUBSTRATE, g= z o ATTACHMENT SEE SEE TABLES 18-16B a (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY OTHERS, t0 SEE NOTE 1,-E//./� /� CV MULLION SHEET 1. I I j r U) cV m Ij d I I I 1 SEE SHEETS '° jO I I MIN 2.7 KSI- • ..' ` = EDGE 0 wEITHER THE ° I I I 21-23 FOR HOLE . d I I I CONCRETE OR CMUDISTANCE, —1 11.I STANDARD OR .° I `'`�j'� LOCATIONS ° n SEE SEE TABLES OFFSET MULL ° ' ` EDGE S r250* o I EDGE DISTANCE 113-16B �' ®CLIP MAYBE I DISTANCE . a I FOR MASONRY LI_I Q o O 0 INSTALLED BY 1 I FOR WOOD d ° I i ANCHORS SIDE VIEW c Z C u) THS METHOD. d °SCREWS e° I I MAX FOR ALL MULLIONS e ; d ° ~ 0 J _ ° e ERHERTHE 2 a A � ° STANDARD OR dw4. °•, e - a .d' OFFSET MULL @ 2 c . ° e ° CLIP MAY BE Q'5 ° d ° °. EXTERIOR INSTALLED BY F- 3 THIS METHOD. J �� U a:Z °' d ED ° GE Z r �' A •. ° d ° a DISTANCE ° r r FOR ° ° . d ' < Z Q O MASONRY ° // q�cq THE OFFSET CLIP IS ANCHORS / °� �, / I-- O ®Z 00 O 00 o - L RECOMMENDED FOR ° Cn g a o 4 d ° FIN-FRAMED e e (n J EXTERIOR WINDOWS, BUT MAY 'd / LIQ F ALSO BE USED FOR ? W Y OTHER FRAME TYPES. / �., (n (n <z 0 O m 0 s:0 m 7YP. ANCHORTYP. ANCHOR ®1 E m TYP_ANCHOR PER SUBSTRATE, PERSUBSTRATE, d N PER SUBSTRATE• SEE TABLES 1B-16B SEE TABLES 1 B-16B SEE TABLES 1B-16B EDGEIEND BUCKSTRIP Z�_tDISTANCE SEE TABLES AND ATTACHMENT EMBEDMENT / BUCKSTRIP 10-168 1 '' .' ' - ; y . BY OTHERS. AND 'J/�jEMBEDMENT' ' - •'i SEE NOTE 1, ATTACHMENT'-_--+/- 1 - .. SHEE71- BY OTHERS, .. • - : y ..� SEE NOTE 1, SHEET I. - -' MIN 2.7 KSI CONCRETE OR CMU 'PRODUCT REVISED SIDE VIEW FRONT VIEW as complying lvith the FI FRONT VIEW Acccdpt3nm NO _ 1i�g Code 9�•®� Ex inatiI-M .7 �I INSTALLATION NOTES: By _ Miami de TabQa�cl 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. t t 1 I 1 I VYW ONLLYA EC UOF ANCHORS AND MULLION I SE THE ANCHOR CAPACITY SBASED PARTY ON HE ANCHOR TO ANCHOR DIZE SHOWN ABOVE ARE FOR PICTORIAL STANCE, THE \��TATION\�� NSrFM/<<FP CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE i FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. NO 58705 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. (f, 5�' l6 .: 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. (U % i-� •' Siy,[ E Of �'✓\ 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED .....• \C� ELCO ULTRACON OR ELCO 1/4' S.S. AGGREGATOR MASONRY ANCHORS. % S . A. I%NIMILLE P E. FL P.E.# 58705 DETAIL E: ®N DETAIL C: —1 MULLION TO MULLION INTERSECTION NOTES: MULLION DIRECTLY ATTACHED TO �� --.125" MIN. ��5�/// MULLION �,,,, i (U -CLIP g -o• MASONRY STRUCTURE 1) MAY BE INSTALLED IN "TEE" OR "CROSS" (STANDARD CLIP SHOWN) INTERSECTIONS. VAPIES = ^ z v 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. I TYP, ANCHOR N CV E17HERTHE I 1 I PER SUBSTRATE,STAND 3) SEE U -CLIP DRAWINGS, SHEETS 21-23 OFFSETRMUOLL I 1 I SEE TABLES IB -138 "` FOR CORRESPONDING MULLION. �ZM m W BY % I . - TOP VIEW z INSTALLED B CLIP MAY I I I EDGE DISTANCE ,,,-MULLION O F- 11 I . --{ W THIS METHOD. 1 I a FOR ANCHORS MASONRY VARIES -- J 912STEELSCREWS, g I 4. �`� —SELF.DRILLING OR PRE -DRILL = V% a \`\/ MULLION AND USE SMS Q �� m co O I_ da .. MULLION 0— Z J EXTERIOR a p EDGE DISTANCE a ° THE OFFSET CLIP IS FOR MASONRY G ., RECOMMENDED FOR / ANCHORS A FIN•FRAMED L INTERSEGTION s 7 " 1 WINDOWS, BUT MAY U -CLIP C2@ '1 W ALSO BE USED FOR 1-- o U wZ OTHER FRAME TYPES. EXTERIOR Q Z �- r TYP. ANCHOR d Z Z OF)N O PER SUBSTRATE, 00 SEE TABLES 1B -13B �/' IQ" O mZ TYP. ANCHOR r.r�� SEE SHEETS 21-23 FOR j- - m O m BUCKSTRIP PER SUBSTRATE, HOLE LOCATIONS cf) g 0 0 AND SEE TABLES 1B -13B FRONT VIEW EDGE I U o o ®� W ATTACHMENT DISTANCE_ •___f j „ BY OTHERS, SEETABLES EMBEDI tv{W" SEE NOTE 1, r 1 B -13B (� z Q •° SHEET 1. ; I Q — Z 0 O a a EDGEDISTANCE -0 s 0 MIN 2.7 KSI CONCRETE OR CMU -—�--SEETABLES SIDE VIEW $of mry MIN 2.7 KSI CONCRETE OR CMU 10-1313 FRONT VIEW 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. `' I TYP. ANCHOR A PER SUBSTRATE, SEE TABLES 1B-138 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION 1 0. '`��/ SEE SHEETS ® PRODUCT REVISED ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE 21-23 FOR as complying with the Florida CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE ��. HOLE Building Code FOLLOWING SHEETS. FOR DETAILS A -D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. . �� LOCATIONS Accepimicc No* -&Z 19t" &B 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. I \\ MULLION ® Exp�rou a Date By 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. ® Me Dada ct 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED EDGE DISTANCE ELCO ULTRACON OR ELCO 1/4" S.S. AGGREGATOR MASONRY ANCHORS. FOR STEEL STUDS THINNER THAN SEE TABLES ��� (�\J( . • • • • • n���l� /� FRONT VIEW 16 GA AND COMPLIANT WITH THE FL BUILDING 18 t38 �� .•'V�t;EN SC CODE, A 2X WOOD BACKER MUST USED. S. USE wood ANCHOR NT BY SPECs � ND. 58705 EXTERIOR SIDE VIEW NOTES: -13 1 FOR 2X WOOD -BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. C) ` 2) SEE CORRESPONDING MULLION TABLES,�n SHEETS 5-20, FOR QUANTITY OF SCREWS. A /L'YNtjl PIPLEi�, P.E. FL P.E.#R 58705 ® Q. - DETAIL F: DETAIL G: DETAIL H:� h Y FIELD -MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION o�x� < (F -CLIP) (ANGLE CLIP) (ANGLE CLIP) g o �o SEE DETAILS A-E, Dl�30'Ofl 45•SHEETS 2 AND 3 FOR INSTALLATION BAY MULLTO SPECIFIC SUBSTRATES. In N MULLION ® ZO y4 O O O OO O O O O O I1J TOP O O — VIEWi uj SIDE VIEW«j 1� i m U C) SHOWNWITHl"X4"X.125' I TOP VIEW I I I Z J MULLION I I 1 1 6- 1 j TYP. ANCHOR O EXTERIOR PERSUBSTRATE, = U m I SEE TABLES 15B OR 168 Z Z LLJ TYP. ANCHOR 1 I I STANDARD MULLION CUP 1 PER SUBSTRATE, II I 1 EXTERIOR Wo xZ MODIFIED TO FIT FIELD SEE TABLES 1B-14B�- \� CONDITIONS. 2"X5'ANGLECUP,Z Q ��\ I 1 I �1I 1 I 2 PER MULLION END, MUST BE Q O Z C O INSTALLED INSIDE OF BAY MULL_ 00 p f MULLION I 1 � 6CD dt- ��� I I I I I I vi o 0 Q 1j 1 FL 2'X6'X.125' FL(n In co 1 1 I I ANGLE CLIP,Z ?> \ 1 I I I 2 PER MULLION END, UQ ¢ Q O I I I MUST BE INSTALLED a- E Z () (n I� I INSIDE OF MULL. o. •• . 0 mo I I a U) o� tri 1 �TYP.AN b PER SUBSTRATE, SEE TABLES 1B-148 INTO WOOD, STEEL, ALUM INTO WOOD, STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR ALUM, CMU OR MASONRY MODIFIED IN -FIELD. `Y EXTERIOR F I / EDGS O we O¢ LTl i� t'RGDUCT REVISED P is complying with Ilio Florid® / It rY C Building Code ® I j INTO WOOD, STEEL, Acceptance No �� ®� fr ALUM, CMU OR MASONRY �� O GE E*piraliontc �DISTDANCE 93PER MrA ANCHOR EDGE —� ---Cf} IFI;I,r��/ DISTANCE PER ANCHOR G NOTES FOR INSTALLATION OPTION G & H: \\��I �yNIN 1171161 NOTES FOR INSTALLATION OPTIONS F. 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. 7) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26" X 211" X .125" MULLION. 2) DETAIL G: SEE TABLES 1 B -14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE ;ti 0, 58705 LOCATIONS. ,t 2) SEE TABLES 1 B -13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE cl IA -Q1 Q1.7 K : �✓ LOCATIONS. P SE `? 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. 'C7fi FL P. 58705 TABLE 1A TABLE NOTES: 110 • 101 1 ! I I I Filled CMU Anchor CaAacity Table flbal Substrele. 2.7k Concrete 114' SS Elea 3.5k Cone, 1/4' SS Elco #10 Steel Anchor Type: 3116" Elco Ullracon 114" Elco Uimwxn W16"Elco Mullion Capaclty Table (ibslft) Anchor Clip Pattemc Screw (135) Screw (G5) 1 2-1/2" Uuracon 3-1/(' 2" Edge Distance (In); V Opening Width (forveNcally-span-t1 g mullions) or Opening Height (for hodzortaiVspam ng mullions) 2-12' 3-1/8' 1" 2-1n, 50 In 1-314' 601n 1-344" 701n 60 in 90 In 1001n 120 In I 1401n 1-114" 160 In 3901)5 Rectanguier 7Np/nlang Rectangular Trap/Tdang. Rectangular TraplTdeng. Rectangular Treprnlang. Redengular Trap/Triang. Rectangular Trap/Tdang. Rectangular Trap/Tdarv. Redarlgr:lar Traprllteng- Rectangular Trapfidang. 1 X2X.126 Loading Loading Loading 480 be Loading Loading Loading Loading Loading Lancing Loading Loading Loading Loading Loading Loading , Loading Loading Loading A] uFTL Tube" 3801ba 4 Anchors ® 3' Min. O.C.1(2) 2x5 Angle Ceps / (Fig. 3r T80 Itis 780Ibs 680 ft 1560 lbs 1896 lbs 540Ibe 580 (bs 2 Anchors ® OAS' Min, D.C. I U -alp, into ,125" Alum. (Fig. 4). .Mullion 8 WA WA WA WA 3 d� 13 a€CG ac �S8 8G $�9• �X � g�O 445lba �Jo 135 lbs 140 lbs 2 Anohors a 1,15" Min, O.CJ FLIip (Fig. 6): 240 lbs o 9 >"Z4' tI_9 .5 So � ? � � _ 78o _� 7tea � • -8 Yj � 1901b3 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. yi���1 � � G � G � Q a � G 4 R• g "i K . 421n 111.9 408 129,5 332 93.2 408 116,5 325 79.9 408 107,6 321 69.9 408 104.4 319 62.1 408 104.0 319 55.9 408 104-0 319 46.6 408 104.0 319 39.9 408 104-0 319 35.0 408 104.0 319 46 In I 74.9 312 63,8 258 62-4 312 73.4 252 53.5 312 67.0 248 46.8 312 63.2 246 41.6 312 61.3 244 37.5 312 61.0 244 31.2 312 81.0 244 126.8 312 61.0 244 23.4 312 81.0 244 60.6261n 63.9 281 70.6 234 53.2 281 61.5 228 45.6 281 55.7 224 39,9 281 521 222 35.5 281 50,1 220 31.9 281 49.3 219 26.6 281 49.3 219 22.8 281 49.3 210 20.0 281 49.3 1219 641n 52.6 247 57,5 207 43.9 247 49.8 202 37.6 247 44.8 199 32.9 247 41.5 196 29.2 247 39A 194 26,3 247 38.4 193 21.9 247 38.1 193 18.8 247 36.1 193 116.4 247 30.1 193 c 60 In 38.4 200 41-2 170 32.0 200 35.4 168 27.4 200 31.5 163 24.0 200 28.9 160 21.3 200 27,1 159 19.2 200 25,9 157 16.0 200 25.0 156 I J 631n 33.1 181 35,3 155 27.6 181 30,3 152 23.7 181 26.9 149 20.7 161 24.5 146 10.4 181 22.8 144 16.8 181 21.7 143 i ee In 26.6 165 30.8 142 24.0 165 26.1 139 20.6 165 23,1 138 18.0 165 21.0 134 I 72 In 222 139 23.3 120 18.5 139 19,9 118 15.0 139 17.5 118 76 In 5.9 1125 19.7 109 15.7 12b 16.6 107 781n 117.5 118 18.2 104 TABLE 1B ANCHOR CAPACITY ADJUSTMENT FORMULA: Hollow CMU TABLE NOTES: 110 • 101 1 ! I I I Filled CMU Anchor CaAacity Table flbal Substrele. 2.7k Concrete 114' SS Elea 3.5k Cone, 1/4' SS Elco #10 Steel Anchor Type: 3116" Elco Ullracon 114" Elco Uimwxn W16"Elco 3110" Elco Uitracon Anchor Clip Pattemc Screw (135) Screw (G5) 1" 2-1/2" Uuracon 3-1/(' 2" Edge Distance (In); V 2-12" i" 2-12' 3-1/8' 1" 2-1n, Embedment (a+k 1-314' 1-314" 1-344" 1-3/4' 2 1-1/4" 1-114" { 2 Anchors @ 4-75 Mkt O.C. I Sta icard orOBsel alp (Ftp. ly 3901)5 3901bs 45011u 990 lbs 16441bs 270 lbs 2801bs 4 Anchors @ 1.15' Min. O.C- / Standard (or Odseq Clip (Fig. 2): 480 be 700 lbs WA WA WA WA 3801ba 4 Anchors ® 3' Min. O.C.1(2) 2x5 Angle Ceps / (Fig. 3r T80 Itis 780Ibs 680 ft 1560 lbs 1896 lbs 540Ibe 580 (bs 2 Anchors ® OAS' Min, D.C. I U -alp, into ,125" Alum. (Fig. 4). WA WA WA WA WA WA WA f 1 Anchor/ F -Up (Fig. 5r 195 lbs 195 iba 225 lbs 445lba 6221bs 135 lbs 140 lbs 2 Anohors a 1,15" Min, O.CJ FLIip (Fig. 6): 240 lbs 350 lbs NIA WA NIA WA 1901b3 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Hollow CMU TABLE NOTES: 110 • 101 1 ! I I I Filled CMU PT Wood Metal 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 114' SS Elea 5116' Elco 1/4' SS Elco #10 Steel #12 Steel 012 Steel 1/4' Elco Ultreoon AggfeGalor Ullmoon AggreGalor Screw (G5) Screw (135) Screw (G5) 1" 2-1/2" Y 3-1/(' 2" 0.48" 0,54' 0.324" 1-114" 1-1/4' 1-1/4" 1-114" T 1348' 'I've, terles 3541bs 740 lbs 3741ba 664 lbs 946 1)5 341 lbs 4421bs 560 lbs WA WA WA WA WA 662 lbs 885 lbs 1120 Itis WA 760 lbs 74B Ibe 8801bs 1892Ibs 682 lbs B85 Itis 1120 Iba WA WA WA WA WA WA NIA 715 1)5 177 lbs 370 IW 187 Itis 332Ibs 473 ft 170 lbs 221 Itis t 2110 lbs WA WA WA WA WA 341 lbs 442 Itis II 560 lbs (DP )X ANCHOR CAP.,_,_)= ANCHOR CAP- , MULLION CAP., -- USE THIS FORMULA 70 OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAYBE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: FIGURE 2: TABLE NOTES: 110 • 101 1 ! I I I E SHEETFOR ON USING THETABLES AND SHEET 25 FOR INFORMATION ON LOADING. i I 4 OR GENERAL IONS SEE SHEETS 21N METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 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 - FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CUP MUST BE USED IN PAIRS- 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED 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-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 ` I 101 msI* AND A36. ALL ANCHORS INTO METAL SHALL AT LEAST CREW THREADS BEYOND I l HE MATERIAL. #10 8 #12 ANCHORS INTO WOOD MAY BE STEELST.125"THICK E78 8 SDS_ O0 S3S -� 1.000" f--- ?ZM2�7 2,000" l .125" 1"X 2" X.125" MULLION PRODUCT REVISED as complying with the Fl Building Codc Acceptance No V," ®2'b' Ex trait n Date By Miami 0 Product \YNN 11114 0� %Gid„ • . ROR\ A. �LIvYN�NJ�f44�\ 1 ER, Z;.E. FL P.E.# 58705 TABLE 2A FIGURE 2: 23N Concrete Filled CMU 3,5kCo. 'II'01111 (DP "" `-) =ANCHOR CAP. , 3116" Fico Uttracon 114' Elco5/16" o Ullrecan Eleo 3/16 Elco Ultraean Anchor Clip PatternsAnchor7ypa: 412 Steel MULLION CAP_,- FIGURE 3: unnacen • II Mullion Capacity Table (lbaffel Edge Distance pnt. T 2-1/7 1" 2-1/r 3-18` 1" 2-112" F-rrrbedmenl (In): 1-314' Opening Width (forvertically-spanning mullions) or Opening Height (for hol(zontalty-sparlrling mullions) Wbr 1-3/4' r 1.1/4" 601n - - 2Anchom 4.75" Min. O.C. / Slaruard or Offset Clip (Fig_ 1):390 lbs 601n 701n 80 N 901n 1644 ft 1001n 120In' 40In q 1601n 700 lbs NIA Rectangular Traprrdang. Rectangular Traprrrlan9. Rectangular Traprrdara. Rectangular TraprTrlan9. Rectangular Traprrdang, Rectangular Traprrdang. Rectangular Traprrftg. Rectangular TraprRiang. Rectangular Trap rdang- 1 x 2 x.376 Loading Loading Loading Loading Loading Loading Loading Loading Loadlru Load ng Loading Loading Loading Loading Loading Loading Loading Loading Alum.Tube i s 2 Anohom @ 0.45' Min. O.C. / U Cllp, Into .125' Alum. (Fig. 4): WA 9. WA �8Mullion 6 3.2 WA WA EL a l; 225 lbs 445 lbs 822 Me 135 The 140 Ibs g� 240Ibs � WA WA NIA s 15 190 lbs NOTE. FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 280 lbs J ADDITIONAL ANCHOR OPTIONS FROM THE NIA NIA NIA NIA WA 341 lbs 442lbs 560lbe I ANCHOR CAPACITY TABLE, 42 In 170.0 620 170.0 435 151.3 662 170.0 478 129.7 662 170.0 506 113.5 662 169.5 518 100.9 882 168.9 617 90.8 662 168.9 517 75.7 662 168.9 517 ' 64.9 662 188.9 517 58.7 662 166.9 517 481n 121.6 507 136.0 419 101.4 507 119.2 410 88.9 507 1D8.7 403 76.0 507 1026 399 67.6 507 99.6 397 80.8 507 99.0 396 50.7 607 99.0 396 43.4 507 99.0 396 138.0 507 99.0 396 50.626 In 103.7 458 114.6 379 8&4 456 99.9 371 74.1 466 90.5 364 84.8 456 84.6 360 57.6 456 81.3 357 61.8 456 80.0 356 43.2 456 80.0 356 = 37.0 456 80.0 356 324 456 80.0 356 541n BS.4 400 93.3 336 71.2 400 80.9 326 61.0 400 72.7 322 53.4 400 67.3 318 47.5 400 64.0 315 42.7 400 62.3 314 35.6 400 61.8 313 30.5 400 61.6 313 126.7 400 61.8 313 60 In 62.3 324 66.9 276 51.9 324 57,5 270 44.5. 324 51.2 264 38.9 324 46.9 260 34.6 324 43.9 257 31.1 324 42.0 255 26.0 324 40.5 253 222 324 4D.5 253 19.5 324 40.5 253 C 631n 53.8 294 57.4 252 44.8 294 49.2 246 3&4 294 43.6 241 336 294 39.8 237 29.8 294 37.1 234 26.9 294 35.2 232 224 294 33.5 230 19.2 294 33.4 230 116.8 294 33.4 230 66 In 46.6 268 49.6 230 39.0 268 424 715 33.4 268 37.5 221 29.2 268 341 216 26.0 268 31.6 215 23.4 268 29.8 212 195 268 28.0 210 16.7 268 27.7 209 114,6 266 27.7 209 721n 36.D 225 37.9 196 30.0 226 322 191 25.7 225 28.4 186 22.6 225 25.6 185 20.0 225 23.6 182 18.0 225 221 160 16.0 225 20.3 177 1Z9 225 19.6 176 111.3 225 19.6 176 76 In 30,8 202 32.0 177 25.5 202 27.2 173 21.9 202 23.9 170 19.2 202 21.5 167 17.0 202 19.7 165 15.3 202 1134 163 128 202 18.7 160 - 10.9 202 15.9 158 J 9.6 202 15.8 156 78 In 28.3 192 29.6 168 23.6 192 25.1 165 202 192 22.0 162 17.7 192 19.7 159 15.7 192 18.1 157 14.2 192 16,8 155 11.6 192 15.2 152 10.1 192 14.4 150 8.9 192 14.2 150 90 In 18.5 144 19.0 128 15.4 144 16.1 128 96 In 152 127 15.6 113 TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Capacity Table (lbs) ANCHOR CAP. Substrate: FIGURE 2: 23N Concrete Filled CMU 3,5kCo. 'II'01111 (DP "" `-) =ANCHOR CAP. , 3116" Fico Uttracon 114' Elco5/16" o Ullrecan Eleo 3/16 Elco Ultraean Anchor Clip PatternsAnchor7ypa: 412 Steel MULLION CAP_,- FIGURE 3: unnacen • II 11 Edge Distance pnt. T 2-1/7 1" 2-1/r 3-18` 1" 2-112" F-rrrbedmenl (In): 1-314' 1-314' Wbr 1-3/4' r 1.1/4" 1-114" - - 2Anchom 4.75" Min. O.C. / Slaruard or Offset Clip (Fig_ 1):390 lbs 3m Its 450 lbs 890 lbs 1644 ft 270 lbs 280 Itis 4 Anchors Q 1-15' Mln. O.C. 1 Standard (or Offset) Cilp (Fig. 2): 450 lbs 700 lbs NIA WA NIA WA 380 lbs 4 Anctara @ 3' Min. O. C. / (2) 2X5 Angle Cops I (Fig. 3y 700 bs 7e0 Its 560 Ibs 1560 lbs 18961bs 540 The 560 @s 2 Anohom @ 0.45' Min. O.C. / U Cllp, Into .125' Alum. (Fig. 4): WA WA WA WA NIA WA WA 1 Anchor / FLlip (Fig. 5): 195 ]be 195 lbs 225 lbs 445 lbs 822 Me 135 The 140 Ibs 2 Anchors @ 1.15" Min. O.C./ F-Cllp (Fig. 6): 240Ibs 350 lbs WA WA NIA WA 190 lbs NOTE. FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: Filled CMU PT Wood 'II'01111 (DP "" `-) =ANCHOR CAP. , Uhtecon 1' 1111 1/4" 38 Elco N10 Steel #12 Steel 412 Steel MULLION CAP_,- FIGURE 3: I • • II 11 0 Screw(GS) ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: 2-M- r 3-110' 2" 0AW 0.54' o.324" CAPACITY REQUIRED" CORRESPONDING TO AN 1-1/4' 1-1/4'1-1/4" • 11111•'1 r 1.3_/8' neHODW CMU Filled CMU PT Wood Metal (DP "" `-) =ANCHOR CAP. , Uhtecon 1/4" SS Elco 5118' Elco 1/4" 38 Elco N10 Steel #12 Steel 412 Steel MULLION CAP_,- 1/4' Elco AggmGelor Uitrecon AggreGator Screw (G5) Screw(GS) Sarew(G5) USE THIS FORMULA TO OBTAIN THE "ANCHOR 1" 2-M- r 3-110' 2" 0AW 0.54' o.324" CAPACITY REQUIRED" CORRESPONDING TO AN 1-1/4' 1-1/4'1-1/4" 1-114" r 1.3_/8' 1-/6' wiles ACTUAL PRESSURE REQUIREMENT FOR THE S54 lbs 740 ibs 374 Ibs 664 the s46lbs 341 itis 442 lbs _ 560 ills OPENING, WHEN IT IS LOWER THAN THE MULLION NIA NIA WA WA WA 682Ibs 085 lbs 1120 lbs CAPACITY (FROM THE TABLE) OF THE SELECTED WA 760 lbs 740 lbs 880 lbs 1892 lbs 682 Its 885 lbs 1120 lbs MULLION. IT WILL YIELD A MINIMUM ANCHOR WA NIA WA WA WA WA N/A 715 lbs CAPACITY WHICH MAY BE USED TO QUALIFY 177 lbs 370 lbs 187 lbs 332 lbs 473 Its 1701bs 221 Ibs 280 lbs J ADDITIONAL ANCHOR OPTIONS FROM THE NIA NIA NIA NIA WA 341 lbs 442lbs 560lbe I ANCHOR CAPACITY TABLE, TABLE NOTES: • • 1 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. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 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. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF .125" THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 8r #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. -j 1.000" r 2.000" i 375" T VX 2" X.375" MULLION An , ' q o nga� w O U to N U) co m W O N 11- W J W m to W0 ° O 00 co )- O J (n z m c>> CL e rW J U) Z Q J _� z Q 0) p� < Z 0 f O CD W X C\I U) Q X d Z O O M5.0 CI, CRODUCT RSVISBD as complying wide Ike Fl Building Code Acceptance No ExpDate 1 By Miami cFroduct' 1r\11111/„ \D (LYNN 4.14 No. 58705 a - X9 1�1 A. LI NNN MIL1IIE12, P.E. FL P.E.# 58705 TABLE 3A FIGURE 2: • • • Anchor Capacity Table fibs) �I Substrate: FIGURES: 27k Concrete • 3.5k Cone. 1 ANGLE CLIP MUST BE USED IN PAIRS. Anchor Type: I 3118' Elco Ultracon 1M" Elco Ultracon 5/16" Elco Mullion Capacity Table (lbslfe) Anchor CllpPattema I 2" 3-1/9" 2' 0.48' 0.54' Ultracon 1-114" 1-114" 1.1/4' Edge Distance (in): Opening Width (for vertically -spanning mUllons) or Opening Height (for hor)2ronlaiVspem(ng mullions) 2-12' 1` 2-1W 3-116" 50 In Embedment (in): 60 In 70 In 00 In 1-314' 901n 100 In 120 In 7 140 in �_ 160 in 1 X 2.76 X Rectangular lTd Trapang. Rectangular Trap/fdeng. Rectanpdar Trep/Tdeng. Rectangular Trap7dang. Rectangular lheplTdong. Reclangular Trep/rdang. Rectangular TreprMang. Reclanguier Trap/Tdeng- Rectangular Trap/Tdang- .376 Alum. Tube Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Mullion V U� Vg 1098 Ibs r�g V lG VG U V� V V� V ci� 6G d C g Qd c3� 6 6 l�� 1"i c9 6� O G. ci� ci �GG WA 1 Anchor/ FLIip (Fig. 5}: 195 lbs 195168 g�� ;pj s Q 822 lbs 140 lbs 2 Anchors ® 1.15" Min. O.CJ F-Cllp (Fig. 6): 240 lbs 350 Ibs � WA WA N/A 190 lbs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP G C $ 42 In 170.0 620 170.0 435 170.0 744 170.0 478 170.0 860 170.0 SW 170.0 992 170-0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 148.7 1301 170.0 621 1301 170.0 521 1 111.5 1301 170.0 521 45 In 170.0 708 170.0 624 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 151.8 1139 170.0 677 136.6 1139 170.0 680 113.9 1139 170.0 680 97.6 1139 170.0 880 a5A 1139 170.0 680 50-6251n 170.0 747 170.0 563 170.0 896 170.0 631 167.6 1032 170.0 684 146.6 1032 170.0 723 130.5 1D32 170.0 747 117.4 to32 170.0 756 97.9 1032 170.0 756 1127.5 83.9 1032 170,0 756 j 73.4 1032 170.0 756 64 In 170.0 797 170.0 1112 161.3 907 170.0 691 138.2 907 164.7 730 120.9 907 152.5 720 107.5 907 145.0 714 96.6 907 11.1 710 80.6 90T 140.0 709 69.1 907 1140.01 709 90T 140.0 709 60 in 141.1 736 161.5 625 117.6 735 130.3 811 100.8 735 116.0 699 68.2 735 106.2 580 78.4 735 99.5 683 70.5 735 95.1 578 58.8 1735 91.8 574 60.4 T35 91.8 574 160.5 44.1 735 91.8 574 631n 121.9 668 130.0 510 101.6 666 111.5 557 87.0 666 98.9 547 76.2 666 90.1 538 67.7 666 63.9 531 60.9 666 79.5 526 50,8 666 76.6 621 43.5 666 76.6 1521 30.1 666 75.6 521 66 In 106-0 607 1124 522 08.3 607 96-1 511 75.7 607 85.0 501 66.2 607 77.1 493 58.9 607 71.5 466 53.0 607 67-8 481 44.2 807 53.4 476 37.9 607 62.7 474 33.1 607 62.7 474 c 721n 81.6 510 85.6 443 68.0 510 73.0 434C"58.3 )510 64.3 426 51.0 510 57.9 419 45.4 510 53.3 413 40,8 510 50.0 408 34-0 + 510 45.9 402 29.2 510 44.4 399 25.5 510 44.3 399 76 In 69,4 456 72.5 400 67.8 458 61.7 392 49.6 458 54.1 385 43.4 458 48.6 -378 30.6 456 44.6 373 34.7 458 41.6 368 28.9 458 37.7 362 24.8 458 36.0 359 � 21.7 458 35.7 358 78 in 64.2 435 67.0 381 53.5 435 56.6 373 45,9 435 49.0 366 40.1 435 44.7 360 35.7 435 40.9 355 32.1 435 38.1 351 26.8 435 34.4 344 229 435 32.6 341 20.1 435 32.2 340 901n 41.6 327 43.1 200 34.8 327 36.4 285 29.9 327 31.6 280 26.1 327 28.3 276 23.2 327 25.7 271 20.9 327 23.7 268 17.4 327 21.0 282 l 14.9 327 19.3 266 961n 34.4 28T 35.4 257 28.7 287 20.9 252 24.6 287 28.0 248 21.5 287 23.1 244 19.1 287 20.9 240 17.2 287 19.3 237 14.4 287 16-9 232 1 1081n 24.2 227 24.7 205 20.2 227 20.8 201 17.3 227 18.0 19815.1 1227 16.0 195 111 In 22.3 215 22.7 194 18.6 215 19.1 191 15.9 215 16.6 188 ' 1 I 1201n 17.6 184 17.0 167 I I TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: FIGURE 1: FIGURE 2: • • • Anchor Capacity Table fibs) �I Substrate: FIGURES: 27k Concrete • 3.5k Cone. 1 ANGLE CLIP MUST BE USED IN PAIRS. Anchor Type: I 3118' Elco Ultracon 1M" Elco Ultracon 5/16" Elco 3116" Eloo Ultracon Anchor CllpPattema I 2" 3-1/9" 2' 0.48' 0.54' Ultracon 1-114" 1-114" 1.1/4' Edge Distance (in): 1" 2-12' 1` 2-1W 3-116" 1" 2-1/2' Embedment (in): 1.314" 1-314' 1.314' 1-314" 7 1-114' 1-1/4" 2 Anchors @ 4-75' Min- O.C. / Standard or Offset Clip (Fig. 1): 390 lbs 390 lbs 456lbs 6116 lbs 1644 IDs 270 ria 280 (be 4 Anchors ® 1-16" Min. O.C. I Standard (orOrset) Clip (Fig. 2), 480 lbs 700 lbs WA WA WA WA 380 lbs 4 Anchors Q 3" Min- O.C. / (2) 215 Angle Gips / ". 3): 780 ft 780 lbs 680 ibs 1560 lbs 1098 Ibs 540 Ibs 560 lbs 2 Anchors C 0.45" Min. O.C. / U -Clip, Into .125' Alum. (FIg- 4): WA WA NIA WA WA WA WA 1 Anchor/ FLIip (Fig. 5}: 195 lbs 195168 225 lbs 445 the 822 lbs 135 lbs 140 lbs 2 Anchors ® 1.15" Min. O.CJ F-Cllp (Fig. 6): 240 lbs 350 Ibs WA WA WA N/A 190 lbs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: FIGURE 2: • • • I �� it i i • I� FIGURES: 114' SS Elco • • I1 1I • 1 ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4- FIGURE 5: FIGURE 6: M 0 I 1 11. 1 11 11 9 Hollow CMU Filed CMU PT Wood I Metal 114' SS Elco 5/16' Elco 114' SS Elco 010 Steel 012 Steel 012 Steel 114' Elco Ultracon AggreGslor UBracen AggreGalor Screw (G5) Screw (G5) Screw (G5) V 2-12' 2" 3-1/9" 2' 0.48' 0.54' 0.324- 1-114" 1-114" 1.1/4' 1-114" 7 1.318' 1-319" wrles 354 lbs 746 lbs 374 lbs 664 lbs 946 J 341 lbs 442 We 560 The WA WA WA WA WA 682 lbs 885166 1120 lbs WA 760 lbs 746 lbs 880 lbs 1892 lbs 682 lbs 8851be 1120 IDs WA WA WA WA WA WA NIA 715 lbs 177168 370 lbs 187 The 332 lbs 473 lbs 170 lbs 221 Ice 280 lbs WA WA WA N/A WA 341 lbs 442lbs 5601bs CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. (DP",,) X( ANCHOR CAP.„,,,,r, ) =ANCHOR CAP. `MULLION CAP. -,,,,,®,J USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. ITABLE NOTES: I1 . • 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. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 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. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OFA 25" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. -' 1.000" i 2.750' - -.375' VX 2.75" X.375" MULLION a LL O a w ^a U O J LL LO N Wo`m W O 1- W � i U) LU M C:)o O Cl) I-- J � U � Z U1 m x mw 7) -jiz c T Z to N o Cr1 g' 5 O m �- 1n X y o W 0 L0 ti U X z O O �$ m® s0 PRODUCT REV 1 SED as complying with the F Building Codc Acceplance'No,rv-® 9 C!' Exlion Date BY Mi pimi de Product Cmtrelo �\GENS '• �f> � ' No. E,370055^"t (� Sr'. e F rZORIDP. /�AILrYN)�fl l,CFt; P. E. FL # 56705 TABLE 4A Mullion Capacity Table (Ibse) t Opening Width (for vertically -sparring mUlfons) or Opening Height (tor horizontally-sperning millions) g 50 in 60 In 70 In 80 in 90 in 1001n 1201n140 In 160 In p 1 x 2.76 x Rectangular TrapfMang. Rectangular TreplTdang. Recleng lar Traprrdang. Rectangular Traprrrlang. Rectangular Trapridang. Rectangular 7reprTr)eng. Rectangular Trapfft.g. Reclanguler Traprrdang. Rectangular Repirdeng. s q Loading Loading LoadLoading Loading Looting Loading Loading Loading Loading Loading Loading Looting Loafing Loading Loading loading Loading �z 0 .660 Alum. q LL Tube k 9 k kk k 3 u u� ' 5 Mullion pG G q pG G R G byG RG NG G 1" {OG q AGG N WG (pG p wG qG ci v O ci v v � � U ci U o 0 0 0 o ci 13� o o� o_ oa a O o n•o ci Uv v oa U_ o ii_ O� U U lyXe r � h�-,� s r � �g._s`� �r sZf a g t Ham 8-9 m W cc O W 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 888 170.0 506 170.0 992 170.0 518 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 158.7 1620 170.0 521 1138.8 1820 170.0 521 -j W 48 in 170.0 705 170.0 524 170.0 850 170.0 584 170.0 092 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 141.7 1417 170.0 880 121.5 1417 170.0 680 1 106.3 1417 170.0 680 ! _ b 50.625 In 1T0.0 74T 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 1626 12W 170.0 747 146.3 1286 170.0 756 121-8 1286 170.0 758 104.5 12681170,0 756 81-4 1286 170.0 756 m ) 0 64 In 170.0 797 170.0 612 170.0 058 170.0 691 170.0 1116 170.0 754 150.7 1130 170.0 803 133.9 1130 170.0 837 120.6 1130 170.0 856 100.5 1130 170.0 861 88-1 11301170.0 861 75.3 1130 170.0 861 ! M ro 601n 170.0 885 170.0 701 148.5 915 162.3 781 125.5 915 144.5 746 109.9 915 132,3 735 97.6 915 123.9 728 87.9 915 110.5 720 73.2 915 114.4 715 82.8 015 114.4 715 54.9 915 114.4 715 )- (D J 2 CO 631n 151.0 030 181.9 710 126.5 830 138.9 694 108.5 830 123.2 881 84.0 630 1122 870 84.4 830 104.6 882 75,8 830 90.4 858 63.3 830 94.5 846 542 830 94.1 849 47.4 830 84.1 840 U jp 881n 132.1 767 140.0 &50 110.0 75T 118.8 636 94.3 757 105.9 624 82.5 757 98.1 814 73.4 757 80.1 SW 08.0 757 84.2 800 65.0 757 79.0 593 47.2 757 70.2 591 41.3 757 78.2 591 W m Z 0- J 72 in 101.7 838 106.8 552 84.8 SW 91.0 540 '72�� 110.1 530 63.6 636 72.2 521 56.5 638 66.5 514 50.9 838 62.3 500 42.4 638 57.2 500 36,3 638 55.3 497 31.8 638 55,2 497 ILL) '?zo U Z 761n 68.5 571 90.4 406 72.1 571 78.8 488 e) a' 571 67.4 479 54.1 571 80.6 471 48,0 571 65.5 464 43.2 571 51.8 459 38.0 571 47.0 451 130.9 571 44.0 447 27.0 571 44.5 448 J Y 78 kr 80.0 542 83.4 474 66.7 542 70.6 465 57.1 542 62.1 456 50.0 542 55.7 449 44.4 542 51.0 442 40.0 642 47.5 437 33.3 542 428 42g 2&6 542 40.6 425 25.0 542 40.1 423 F- Q Z OCD 901n 52.1 407 53.7 301 43.4 407 45.4 365 37.2 407 39.6 349 32.5 407 35.3 343 2&9 407 32-1 338 26.0 407 29.6 334 21.7 407 28.1 327 18.0 407 24.1 322 16.3 407 23.0 319 Q to Z N O 96 in 42.8 358 44.1 320 35.8 358 37.2 314 30.7 358 324 309 28.8 358 28.8 304 23.8 356 28.1 300 21.5 356 24.0 296 17.9 358 21.0 289 15.3 358 19.2 284 ymQ O ° x S o IN In 30.1 283 30.0 255 25.1 283 25.9 251 21.5 283 22.5 247 16.6 263 19.9 244 16.7 283 18.0 240 15.1 283 16.6 237 Lu Lu to 1111n 27.8 267 28.3 242 23.1 287 23.8 238 19.8 267 20,6 235 17.3 267 18.3 231 15.4 267 16.6 228 N U 120 in 220 229 22.3 209 18.3 229 18.8 205 15.7 229 16.2 202 , Q O O TABLE 45 ANCHOR CAPACITY ADJUSTMENT FORMULA:z m p rU) Anchor Capacity Table Obs) ANCHOR CAP.01ei1t Substrate: 7 7k Concrete 3.5k Cono. Hollow CMU Filled CMU PT Wood I Melal (DP"„) X ( = ANCHOR CAP.,,E, 5116" Elco 114" SS Ekn 5116' Elco 114' SS Eko #10,= p12 Steal a12 Slee) MULLION CAP.- - (G 3ltE Eko UlUacon 114" Elco Ullrecan Ullreean 3178^ Ebo Ullracon 114" Elco Ullracon AvgreGalor Ullrecon AggreOalor Screw (05) Screw (G5) Screw (GS) USE THIS FORMULA TO OBTAIN THE "ANCHOR Anchor Clip Pattema Edge Distance My 1- 2-1rr r 2 -IW 3-118" 1" 2-10 1- 21rr 2^ 3-11W 2" 0.46" 0.54" 0-324" CAPACITY REQUIRED" CORRESPONDING TO AN I Embedment pn): 1-3/4" 1.314" 1-314" 1-314" 2^ 1-114" 1-1/4" 1-114" 1-114" 1414' 1-1/4^ 2" 1-316' 1318' Nodes ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchorsi§4.75"MIn.O.C.1SlendmdorOlfseIdip (Fig.1� 390Ibs 390 lbs 450 lbs 890 lbs 1644 ft 2701b3 280 lbs 35416s 740 The 374 Itis 664 lbs 946 lbs 341 lbs 44_2lbs 680 lbs OPENING, WHEN IT IS LOWER THAN THE MULLION 4 Anchors @ 1.15' Min. O.C. / Standard (or offset) Cip (Fig. 2): 480 lbs 700 eb WA WA WA WA 380 lbs WA WA WA WA WA 682 lbs 0851 1120 Ibs CAPACITY (FROM THE TABLE) OF THE SELECTED 4 Anchors 0 3' Min. O.C. / M 2x5 Angie Clips / (Fig. 3X 780 lbs 780 lbs 660 lbs 1560 lbs 1896 lbs 540 Ibs 560lb6 WA 760163 746 lbs 680 The 1692 lbs 682 lbs 885 ;5� 1120 1113 MULLION. IT WILL YIELD A MINIMUM ANCHOR 2 Anchors @ 0.45" Min. O.C. / UC11p,1nlo .125" Alum. (Fig. 4): WA WA WA WA WA WA WA WA WA WA WA WA WA NAA 715 lbs CAPACITY WHICH MAY BE USED TO QUALIFY I Anohor A F -Clip (Fig. 5y, 195163 195 lbs 225 lbs 445 lbs $221ba 135 ths 140 Its 177 lbs 3701bs 187 lbs 332 lbs 473 lbs 170 The 221 lbs 280 lbs ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchors Q 1.15' Mtn. O_Cl F-Oip (Fig- 6): 240 tbs 350 lbs WA WA WA WA 190 lbs WA WA WA N/A WA 341 lbs 442 Jos 560 lbs ANCHOR CAPACITY TABLE. NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCT REVISED CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. as coinY6 PI n with Uro Florift FIGURE 1: FIGURE 2: TABLE NOTES: Building Code �� ®r�"I, �� Acceptance No --1 1.000" Expiration Dale • I I • • l ,+ ®� SEE SHEETS 2 4 OR GENERAL IE SHEET 1 FOR NSTALLATION METHODS.NS ON USING THE AND SHEET 25 FOR INFORMATION ON LOADING. - Miami de P 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ` x,� EY FIGURE 3: �����0' �10EI4SC 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23- 2.7,0" Q - I • . i� �� . HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. - Ij l4 FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ' No• 5 705 { ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED 650" CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED /L lUi A 3 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"' STAT OF 4V THICK, STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT �� �' F�OFIpp . •' ��� 101LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1"X 2.75" X .650" MULLION ' ���� • •. • •. • • 41\�? ji 1 O I I THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S -S. OR 0 S.S. i/`S10 N- 111 111 t I A. LYNN MILLER, P.E. FL P.E-# 58705 TABLE 5A A- a � Mullion Capacity Table (lbse) hodzonteAy-spenring - ; R :t r! Q 50 In 60 in Opening Width (for Nerlica*spariri 1g mullions) or Opening Height (for mullions) 701n 60 in 90 In 100 N 120 N' 140 In 160 N • � c Rectangular Trap(Tdang. Rectangular Trap/Tdang, Rectangular Ttep/TdwV, Rectangular TrapfTdang. Rectangular Trap/Tdang. Rectangular TraprT'dang. Rectangular Trep(Tdang. Roctar4*ar Traprfrlang. Rectangular Trap(frfang. a 1" x 3.128' x Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading o� W .600" Alum ,Upp�W ^pG_ ,.nACur •@ULpRcuc u663 6 Z G u mV�_pm� •U�Q�9 ,U�¢ppWG oU¢ .G•Kp7a.. .'KOpxS. ,,G•, Tube MuU Utdp1Gur0 ,^•p U •p U_�AC� , A p�pG pN NG ,@-G•opm: Gz.Qr U V UN U�6� V' U�_�N • U.aNGac O^GrY ,^c' U�1u brgr N COU 6 e a b -9 ^�C F �Cn `ccaa2y+i LWU'!6u4 0 109.1 ^c Q -p i•ia�5� eac+ ^c` ec�+ LW1�JLL U^ Lvm) .diUlrySd?> .0_ .�Udy6u _�� I ac �a K5 z of 2, 1cK7 �o �m_CJ �V �UN �U_� QLCu t Mc Qo: 1 O 42 In 170.0 020 170.0 435 170.0 744 170.0 476 170.0 BOB 170.0 506 170.0 9B2 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 :154.4 1802 170.0 521 W 48 In 170.0 708 170.0 524 170-0 850 170.0 564 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 077 170.0 1417 170.0 680 157.7 1577 170.0 680 , 135.1 1577 170.0 680 � 118.2 1577 170.0 680 J : _ 2i r ® (1) 50,625 In 170.0 747 170.0 563 170.0 806 170.0 631 170.0 1046 170.0 684 170,0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 110.0 758 141.7 1495 170.0 756 121.5 1495 170.0 756 1106.3 1495 170.0 756 W 3 O 541n 170.0 797 170.0 612 170.0 956 170.0 691 170,0 1116 170.0 754 170.0 1275 170.0 803 166.1 1401 170.0 837 149.5 1401 170.0 656 124.8 1401 170.0 861 106.6 t401 170,0 881 1 93,4 1401 170,0 861 m C3 I In 601n 170.0 885 170.0 701 170,0 1063 170.0 797 158,5 1156 170.0 878 138.7 1156 167.0 928 123.3 1156 158.5 917 111.0 1158 148.7 910 92.5 1158 144.5 903 79.3 1158 144.5 803 08.4 1158 144.6 803 T- J 631n 170.0 930 170.0 745 159.8 1049 170.0 850 137.0 1049 155,5 680 119,8 1049 141.7 848 106,5 7049 132.0 836 95.9 1049 125.5 628 79.9 1049 119.3 1 820 68.5 1049 118.9 819 58.9 1049 118.9 619 to U o s: ra 661n 168.8 955 170.0 769 159.0 955 151.3 804 119.1 955 133.7 788 104.2 955 121.4 715 92.8 955 112.6 765 83.4 955 106.4 757 69.5 955 99.8 749 59.6 955 98.7 ` 746 52-t 955 98.7 746 Z 72 In 128.5 803 134.9 697 107.0 803 114.9 882 91.6 803 101.1 870 80.3 803 91.2 659 71.4 803 63,9 649 64.2 603 78.6 642 53.5 803 72.2 632 45.9 803 89.8 1 628 40.1 803 69.7 627 j Cin m W 78 N 109.2 721 114.1 629 91.0 721 97.0 616 78,0 721 85.1 805 68.3 721 76.5 595 60.7 721 70A 586 54.8 721 65.4 579 45.5 721 59.4 589 139.0 721 56.8 50434-1 721 56.1 563 J Jo v sZ Q TO In 101.0 664 105.4 590 64.2 684 59.4 587 7Z2 684 78.4 576 63.1 684 70.4 567 58.1 684 64.4 558 50.5 684 59.9 551 42.1 684 54.1 541 36.1 684 51.3 536 ' 31.8 684 50.6 534 Z Q 01 O 90 In 85.8 614 67.9 456 64.8 614 57.3 448 47.0 614 50.0 440 41.1 514 44.6 433 36.5 514 40.5 427 329 514 37.3 421 27.4 514 33.0 412 23.5 514 30.4 400 20.6 614 28.0 403 Q tD Z 00 B0 N 54.2 452 55.7 404 45.2 452 47.0 3B8 36.7 452 40.9 3B0 33.9 452 38.4 .3&I 30.1 452 32.9 376 27.1 452 30.3 373 22.6 452 28.8 365 19-4 452 24-2 359 1e.9 452 22.8 355 i6 (/) X � 1081n 38.1 357 38.9 322 31.7 357 32.7 317 27.2 357 28.4 312 23-8 357 25.2 308 21.1 357 22.7 303 19.0 357 20.8 299 15.9 357 18.0 293 13.6 357 116.2 267 11.0 357 15.0 283 �N o 0 W CV 1111n 35.1 338 35.8 308 29.2 336 30.1 301 25.0 338 28.1 296 21.0 338 23.1 2B2 19.5 338 20.8 288 17.6 338 19.0 284 14.6 338 16.5 276 12.5 338 ! U.6 273 11.0 330 13.6 269 M U) (( 120 In 27.7 289 28.2 263 23.1 289 23.7 259 19.8 289 20.5 256 17.3 289 16-1 252 15.4 289 16-3 249 13.9 289 14.9 246 11.6 269 12.81 240 9.9 280 11.4 236 8-7 289 10-4 232 X Q O O T z CL TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: 39 m O p Subsi-ale Anchor Capacity Table (lbs) ANCHOR CAP.,_,, 27kCorcrc/e 35kCax. HoaowCMU I Filled CMU PTWood Metal (DP )X(CAP.,_,_) - t 3 W m0[ ° 3 5176"Elco 1f4"SSEko 5f16-Elco 1/4'SSEic0 910Steel 412SIeel #iZStee! MULLIONCAP. �,A, AnehorCllp Patterns AncnorType 316' Elco tmracan u4 EtcoUNracon Uttracon 3(16' Elco Untacon tt4 EkoUn2con AggreGator Ukracan AggreGalor Screw (G5) Screw (G5) Screw (G5) USE THIS FORMULA TO OBTAIN THE "ANCHOR Edge gstarce din) r 2•vz 7• 2-vz 3-1/8' r 2-ur 1• 2-vr r 3118' z 0.4e• 0.54• 0.324' CAPACITY REQUIRED' CORRESPONDING TO AN Embemtent(In� _ 13/4• 13(4' 1314• 1314• Y 1-14" 1-u4• 1-1/4" 1-114• 1-1/4• 1-114- r 1346' 1318' rates ACTUAL PRESSURE REQUIREMENT FOR THE I -F 2 Anchors @ 4.75r Mlrt O.C. / Slanaard ii Offset CIp (Flg. 1X 390 tbs - 390 MG 4501bs 8901bs 1644 lbs 270 lbs 2801bs 354 1Ds 740lbs 374 IDs 66d Ihs 946Ips 3i11tis 442 itis 56o ms OPENING, WHEN IT IS LOWER THAN THE MULLION 4 Anchors @ 1.15'Min- O.C. r Slaridard (or 0Me1)Cllp (Fl% 4 480 lbs IUD Jos N/A WA NIA NIA 380 lbs N/A WA NIA I WA WA 662lbs 685 its 1120 lbs CAPACITY (FROM THE TABLE) OF THE SELECTED 4 Anchors @ T MN. O.C. 10 2c5 Angle Clips / (Mg. 4 700ID% 780 IDs 680 tbs 1560 1M6 lbs 640 lbs 560 lbs NfA 760 Mg 748 lbs f 860 lbs 1892Its 682 lbs 885 Ms 112D lbs MULLION. IT WILL YIELD A MINIMUM ANCHOR 3AMtors Q 0.45" Min. O.C. / U•Cilp, Into .125• Alum. T4 4X NIA WA N/A WA NIA NIA WA N/A WANIA WA WA N/A WA 1o731bs CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor/ FCYp (1.1 5X 195 bs 19516 2251bs 445 lbs 822 Ms 135 ft 140 Its 177 lbs 370 lbs W bs 332105 4731Ds 1Tows 221 ft 2801Da ADDITIONAL ANCHOR OPTIONS FROM THE 1 2 Anchors @ 1.19' MItt O.CJ F-C-9p (FTg. 4 240 lbs 3W lbs N/A WA N/A WA 190 Ns N/A WA WA l WA WA 341 lbs 442lits W Me ANCHOR CAPACITY TABLE. NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN A,JD ANCHOR VALUES AS TH = STANDARD CLIP. PRODUCTREVISED as complying with the Florift F--1.000" -1 Building Code Acceptance Ale (� �1�, �� FIGURE 1: FIGURE 2: TABLE NOTES: H iration Date °LI • ' ( +( ®( I • • 1) SEE SHEET ON USING THE ES AND SHEET 25 FOR INFORMATION ON LOADING_ S By EE SHEETS 214 O FORNSTRUCTIONS GENERAL INSTALLATION METHODS. 1 Dario Product 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3.125° "`t�(tlilllfl/ �F "'Q FIGURE 3: 1 I 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. I \��� •' �>CENSC • • . HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. . ;; : 58705 FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. N,)• ANGLE CLIP MUST BE USED IN PAIRS. t 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED _ G� 500^ _ g� LY - CONCRETE BLOCK UNIT (CMU) SHALL CONFORM 70 ASTM G90. WOOD SHALL BE PRESSURE-TREATED O (� FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF _125"'•• girl (: F THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT 1' X 3.125"X.5" MULLION i^ VF MULLION ',�7,' . • 1=L OR01 Qj- � I � I � � � LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND ( ) "i �<<S` •' • • • • •' �`�\�� • • THE MATERIAL. #10 &#12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. A. LYHWWI1LER, P-E. FL P.E.# 58705 TABLE 6A 23k Concrete Fgied CMU 3.0 Cone. Meta( Anchor Type: 3/16' Eko Ultrecon 114' Elco Ultracon site, Eko 316" Elco Ultracon AnchorCllp Patterns Uttracon Aggreaatw Ulhacon AggreGator Mullion Capacity Table (IbsW) Screw (0) Edge Distance (in): 1' 2-12' 1" 2 -Ire 3-116' 1' Opening Width (forverlically-sparvl(rg mullions) or Opening Height (for horizontally -spanning mullions) Embedment (In): 1-31" 1-314" 0141 1.314' 601n 601n 1-114' 701n 390 lbs 80 In 90 In 100 In 120 In 890 lbs 1644 lbs 140 In ' 160 In 4 Anchors Q 2.25" Min. O.C. I Standard (w Offset) Cffp (Fig. 3): Rectangular TraprTdang. Rectangular TraplTdang. Rectangular Treprillang. Rectangular TrapMang. Rectangular Trap Mang. Rectangular 11aplTdang. Rectangular TraplTdang. Rectangular TraplTdang. Rectangular Traplydang. 1 x 4 x' A26 Loafing Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Alum. Tube Mullion 760 lbs fag 780 lbs 78016s 680lbs IWO lb3 1896 ft 540 Ibs 560 lbs e Anchors Q 3" Min. O.C. / (2) 2x5 Angie Crips / ft. 6r 11701bs g 2340 lbs G� aGa aG� 810 lbs 840 !hs 4 Anchors @ 0.45" Min. O -C.1 U -01(p, In(o,125"Alum. (F(g, 7): aGa a 8$GC�GB �ffTT�$�� WA WA ax �rG3Gt WA WA 2 Anchors C 2.25" Min. O.CJ F Clip (Fig, 87• 350 Itis 350 The 290 ft 101 ft <}2S. '� '5 uC4� }$2 .�rsa{ 260 lbs 4 Anchors ® 1.15' Mir. O.CJ F-Cltp (Fig. 9r 480 lbs 7001bs 73 .,� d G a�Gt $R K •lr' G G d�0$C 4r'' Sa G 4' 3 d }0c �a �'� .,� G 0: "� Q K G Q 5. G Q. . G d rc G K G G K 421n 170,0 620 170.0 435 170.0 744 170.0 476 170.0 868 170.0 We 170,0 992 170.0 519 170.0 1116 170,0 521 170.0 1240 1TD.0 521 170.0 1488 170.0 521 145.6 1459 170.0 621 127.6 1469 170.0 521 481n 170,0 T08 170.0 524 170.0 850 170.0 664 170.0 992 170.0 630 170.0 1133 -170,0 661 170.0 1275 170.0 677 -166,3 1303 170.0 660 130.3 1303 170,0 680 111.7 1303 170.0 880 97.7 1303 170.0 680 50.625 In 170.0 747 170,0 583 170.0 898 170.0 631 170.0 1046 170.0 684 170.0 1195 1170.0 723 156.1 1235 170.0 747 140.5 1235 170.0 766 117.1 1235 170.0 756 100,4 1235 170.0 766 87.8 11235 170.0 756 541n 170.0 797 170.0 812 170.0 956 170.0 691 170.0 1116 170,0 764 154.4 1168 170.0 603 137.2 1158 170.0 837 123.5 1158 170.0 066 102.9 1168 170.0 861 - 88,2 Ilse 170.0 861 77.2 1156 170.0 061 601n 170.0 885 170.0 701 166.7 1042 170.0 797 142.9 1G42 1611 832 USA 1042 148.7 816 111.2 1042 136.8 801 100.0 1042 130.2 791 03.4 1042 125.1 782 71.5 1042 125.1 762 62.5 1042 125.1 782 631n 17D.0 930 170.0 745 151.2 992 163,6 810 129.6 892 144A 799 113.4 992 131.0 702 100.8 992 12iA 768 90.7 892 114.8 758 75.6 992 108.4 745 64.8 992 108.0 744 58.7 I M 108,0 744 S 68 M 165,4 947 170.0 788 137.8 947 148,0 788 118.1 947 130.3 768 103A 947 117.7 752 91.9 947 108.7 738 82.7 947 102.2 727 68.9 947 95.1 713 59.1 947 94.0 111 51.7 I1 947 94.0 1711 C72 In 135.8 849 1427 737 113,2 849 121.6 722 97,0 849 106.9 708 64.9 849 90.4 696 75.5 849 88.7 See 67.9 649 823 675 66.6 849 15.3 659 I 48.5 849 725 652 � 42.5 649 72.4 651 761n 115.5 762 120.7 665 96.3 762 102.6 652 82.5 782 90.0 640 72.2 762 80.9 629 64.2 762 74.2 620 57,6 762 69.2 613 48.1 762 62.8 602 41.3 762 69.9 597 � 36.1 762 59.4 � 595 761n 106.9 724 111,4 634 89,0 724 94.6 621 76.3 724 82.9 609 66.8 724 74.4 599 59.4 724 68.1 691 53.4 724 63,4 593 44.5 724 57.3 673 38.2 724 64.3 567 33.4 724 63.5 1665 901n 89.6 543 71.8 483 58,0 543 60.7 474 49.7 543 52.9 486 43.5 543 47.1 458 38.6 543 42.8 452 34.8 643 39.5 448 29.0 643 34.9 436 24.8 543 32.1 430 ± 21.7 543 30.7 426 96 In 57.3 476 58,9 427 47.6 478 49.7 419 40.9 478 432 412 35.8 416 38.6 406 31.8 476 34.8 400 28.7 476 3211 395 23.9 475 26.1 366 20.5 478 25.6 360 17.9 478 24.2 376 1081n 40.3 377 41.1 341 33.5 377 34.6 335 28.8 377 30.0 330 25.2 377 26.6 325 22,4 377 24.0 321 20.1 377 22.0 317 10.8 377 WO 310 14.4 377 17.1 304 IIS In 37.1 357 37,6 323 30.9 357 31.6 318 26.6 357 27.6 313 23.2 357 24.4 309 20.6 357 22,0 305 18.5 357 20A 301 15.4 357 17.4 204 120 In 20.3 306 29.6 279 24.5 306 25.1 274 21.0 306 21J 270 18.3 3D6 19.2 287 18.3 306 17.3 263 1441n 17.0 212 17.2 196 1 1 1 1 1 TABLE 66 ANCHOR CAPACITY ADJUSTMENT FORMULA: I Anchor Caaaelty Table (Ibai ANCHOR CAP Substrate. 23k Concrete Fgied CMU 3.0 Cone. Meta( Anchor Type: 3/16' Eko Ultrecon 114' Elco Ultracon site, Eko 316" Elco Ultracon AnchorCllp Patterns Uttracon Aggreaatw Ulhacon AggreGator UiOacon Screw (G5) Screw (0) Edge Distance (in): 1' 2-12' 1" 2 -Ire 3-116' 1' 2-1/Y Embedment (In): 1-31" 1-314" 0141 1.314' 2 1-114' 1-114' 2 Anchors @ 4.76' Min. O.C. / Standard or Ogsal Clip (Fla. 1h2): 390 lbs 390 lbs 450 b4 890 lbs 1644 lbs 270 lbs 280 lbs 4 Anchors Q 2.25" Min. O.C. I Standard (w Offset) Cffp (Fig. 3): 70D Ibs 700 The SW Ibs 1410 The 952 ba WA 560 (bs 8 Anchors @ 1,15' Min. O.C. I Standard (or Oftel) Cilp (Fig. 4r 960 This 1400 lbs WA WA WA WA 760 lbs 4 Anchors @ 3" Min. O.C. / (2) 26 Angle Crips /(Fig. 5): 780 lbs 78016s 680lbs IWO lb3 1896 ft 540 Ibs 560 lbs e Anchors Q 3" Min. O.C. / (2) 2x5 Angie Crips / ft. 6r 1170 lbs 11701bs 1020 lbs 2340 lbs 2844 lbs 810 lbs 840 !hs 4 Anchors @ 0.45" Min. O -C.1 U -01(p, In(o,125"Alum. (F(g, 7): WA WA WA WA WA WA WA 2 Anchors C 2.25" Min. O.CJ F Clip (Fig, 87• 350 Itis 350 The 290 ft 101 ft 176 ft WA 260 lbs 4 Anchors ® 1.15' Mir. O.CJ F-Cltp (Fig. 9r 480 lbs 7001bs WA 1 WA WA WA 360 The NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: • • • • • • • • • • FIGURE 5: FIGURE 6: FIGURE 7: ANGLE CLIP (FIGURES 50) MUST BE USED IN PAIRS. Hollow CMU Fgied CMU PT Wood Meta( 114' SS Eko 5116' Eloo 114' SS Elco 1110 Steel 012 Steel 012 Steel 114' Elco Uttracon Aggreaatw Ulhacon AggreGator Screw (cis) Screw (G5) Screw (0) 1' 2-11ir 2' 3.118' 2' 0,48" 0.64' 0.324' 1-114` 1-114" 1-114" 1-114" Y 1318' I -W %edea 354 lbs 740% 374 itis 664 lbs 946 The 341 Ilia 442 lbs 560 lbs WA 630 lbs WA 880 lbs, WA 682 lbs 885 lbs 1120 )bs WA NIA WA WA WA 1363 Ore 1770 Itis 2240 bs N/A 760 lbs 748 lbs 880 lbs 1892 lbs 682 Itis 585lba 1120 Itis WA 114D Ibs 1122 )bs 1320 ft 2838 lbs 1022 )ba 1327 lbs 1680 Ibs WA WA NIA N/A WA WA N/A 1430 lbs WA 316lbs WA 440 lbs WA 341 ft 442 lbs 5W lbs WA WA WA NIA WA 602lbe 885 lbs 112014s (OP-) X \ANCHOR CAP. MULLION CAP .,,�,,,,� USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY 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. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND[OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES 4-CJO TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 5 ' i i i 5 I I"X4"X.125" MULLION u- 0 u- 4 K ®z o s J. LL 04 `a in U) W O w JJ LU cc m W o0 O M M f- ~ J 0 S: c to W 1 1 -2 J U)0 u or Q J , 't _f ` r Z �p Z (V r h to UI N m- a A (n 17 N O 0 W X -t (n (n U X ¢ O O EL E� Z (n (n C, X 12 PRODUCT REVISED os complying with the Florida Building Code ICO -C1219" 40 Acceptance No Exp imlin D�alc1 1/wm By mMido Im \CENSE �- - No. Jt)(OJ - � 0. STATE -LORI'D A. LYNN1d%RII�LER P.E. FL P.E.# 58706 TABLE 7A PRODUCT REVISED as complying with lite Fibridta ' 1.062" �- - -- 1.000" r- Building Code ® ML3 "041g Acceptance No 16 a J E picot' Detc ��' Mullion Capacity Table (lbste) By Miom' I9ada Prodlrct Anchor CattacltitTah_ le (lbs) Opening Width (for vertically-spanling mullions) or Opening Height (for horizontally -spanning mullions) s 50 in 60 In 70 In 80 In I 90 In 100 In 1201n I 140 in 3.5k Cone. 1601n 1 X 4 x.375 Rectangular Trap/Trien9. Rectangular TraprTdang. Rectangular TraprMang. Rectangular TroprTdeng. Rectangular Trap.RHanp, Rectangular TmprTdang. Rectangular Traw7dang. Rectangular TrapMang• Rectangirlar TraprTdong. AluCm. Tube qnr Loading Loading Loafing Loading Losding Looting Loading Loading Loading Loading Looting Loading Looting Wading I Loading Looting Loading 0 Loading �A 1 Mullion 4 5116' Elco V ICJ V� y (oJ Cl (1 [L7 j� (C7 (iC VS VV lCl rr�J7 l�J [�J V UL l=7 (tl V fLJ (J CCJ (L7 y V� CG7 GC7 (CJ fi c L C c �_ c -'• ' AggreGelor UBracon ApgreGalor Screw (G5) Screw (435) g A V 2-1n" 1• 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 608 170.0 5W 170,0 992 170.0 619 170.0 1116 170,0 621 170.0 1240 170.0 521 170.0 1458 170.0 621 1170.0 1735 170.0 521 170.0 1983 170.0 521 o.54" 481n 170.0 700 170.0 524 170.0 850 170.0 554 170,0 992 170.0 630 170.0 1133 170.0 661 1170.0 1276 170.0 877 170.0 1417 170.0 680 170.0 1700 170.0 680 1 110.0 1983 170.0 SW = 151.8 2024 170.0 050 1-1/4" 50.625 In 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 6M4 170.0 1195 170.0 723 G 170.0 1345 170.0 747 170.0 1494 170.0 750 170.0 1793 170.0 766 1156.01 1919 170.0 756 136.5 1919 W0.01 766 541n 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1276 170,0 603 1170.0 1434 170.01 837 170,0 1 1594 170.0 856 169.9 1799 170.0 061 137.1 1 1799 170.0 861 120.0 1799 170.0 881 700 ft 60 In 170,0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 '1170.0 1417 170.0 944 1 170.0 1594 170.0 996 155-61 1619 170.0 1033 129.6 1619 170.0 1063 111.0 1619 170.0 1063 97.2 1619 170.0 1063 885 lbs 631n 170.0 930 170,0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 a 166.7 1642 170.0 1076 141.01 1542 110.0 1122 117.6 1542 80.5 1158 1 100.7 1642 167.9 1157 00.1 1542 167-9 1157 1363 Ibs 661n 170.0 974 170.0 769 170.0 1169 170.0 903 170.0 1364 170,0 1002 160.6 1472 170,0 1086 1 142,8 1472 168.6 1148 128.5 1472 158.8 1130 107.1 ' 1472 147.6 1108 91.6 1472 146.0 1104 80.3 1472 146.0 1104 I 721. 170.0 1063 170.0 878 170,0 1275 110.0 1009 150,8 1320 186.2 1101 132.0 1320 149.9 1082 117.3 1320 137.6 1066 105.6 1320 126.6 1049 88.0 11320 117.0 1024 75.4 . 1320 112.6 1013 68.0 1320 112.5 1012 7 76 In 170.0 1122 170.0 937 149.6 1184 159.4 1013 128.2 1184 139.9 994 112,2 1184 125.7 970 99.7 1184 115.3 964 89.8 1184 107.5 952 74,41 1184 97.6 935 64.1 1104 93.1 927 _ 56,1 1164 923 925 WA 78 In 166-1 1124 170,0 967 138A 1124 147.0 965 110.6 1124 120.8 947 103.6 1124 115.6 931 92.3 1124 105.0 918 03.0 1124 98.5 906 89.2 1124 89.0 090 59.3 1124 64.3 881 51.9 1124 83.2 078 901n 108.1 844 111.6 760 90.1 844 94.3 736 77.2 844 821 724 97.6 644 73.3 712 60.1 844 66.6 702 64.0 844 61.4 693 45.0 844 54.2 678 - 38.6 1644 50,0 668 33.8 844 47.7 662 96 In 89.1 742 91.5 663 74.2 742 77.2 652 63.6 742 67.2 641 55.7 742 69.0 631 49.5 742 54.1 822 44.5 742 49.6 614 37.1 742 43.6 600 31.8 742 39.8 590 27.6 742 37.5 1584 108in 62.6 585 839 530 52.1 666 63.6 621 44.7 566 46.6 513 39.1 686 41.4 505 34.8 686 37.3 498 31.3 586 34.2 492 26.1 586 29.6 481 22.3 556 26.6 472 - 19.5 586 24-7 466 111 M 57.6 555 68.8 603 48,0 555 49.5 495 41.2 655 42,9 487 36.0 655 38.0 480 M1 32.0 555 34.2 1473 28.0 555 31,3 467 24.0 1 555 27,1 457 20.6 555 24.3 448 18.0 $55 22.4 442 1201n 45.6 475 46.4 433 38.0 476 39.0 426 326 475 33.7 420 28.5 475 29.8 414 p3 25.3 475 26.8409 22.8 475 24.6 404 19.0 l 475 21,1 395 16-3 475 18.7 387 14.3 475 17.2 361 1441n 26-4 330 26.7 305 220 330 22,4 301 18,9 330 19.3 297 16.5 330 17.0 293 I I N 1 TABLE 713 PRODUCT REVISED as complying with lite Fibridta ' 1.062" �- - -- 1.000" r- Building Code ® ML3 "041g Acceptance No 16 a J E picot' Detc ��' By Miom' I9ada Prodlrct Anchor CattacltitTah_ le (lbs) s 4.000" Subeimle: 27k Concrete 3.5k Cone. Hollow CMU Filled CMU PT Wood Mail,,5116" Anchor 3/16" Elco Ultrecon 414• Elco UBmean Elco 3116" Elco Ultrecon 114" Elco Ullrocan 114" SS Elco 5116' Elco 114" SS Elco #10 Slee) #12 Stael #12 Slee, Anchor Clip Patterns UOracon AggreGelor UBracon ApgreGalor Screw (G5) Screw (435) Screw (G5) Edge Dlslonce (in): V 2-1n" 1• 2-1n" 3-118" 1- 2-1/Y I- 2-112• 2- 3-1/e- 2- 0.46" o.54" 0.324" Embedment (n): 1-3/4' 1.314" 1-314" 1-314" 2' 1 114" 1-114" 1 1-114 1-114° 1-114" 1-1/4" 2' 1318- 1316' %cries 2Anchors Q 4.75 Min. O.C. / Standard or Offset Clip (Fig. 1&2y 390 lbs 390 k 450 ibs 890 lbs 1844 Im 270 Ins 2501bs 354 lbs 7401bs 374 lbs 664 lbs 946 lbs 341 lbs 442 lbs ) 5W be 4 Anchors @ 2-25" Min- O.C. I Standard (or Offset) Clip (Ftp. 3): 700 ft 700 lbs 5801bs 1410 lbs 952 ftN/A 1 5W bs WA 6301bs WA 880 the WA 682163 885 lbs 1120 lbs 8 Anchor: a 1.15' Min- O.C. / Standard (or Ousel) Crop (Fla, 4): 960 lbs 140016- WA WA NIA WA + 700 lbs WA WA WA WA WA 1363 Ibs 1770 lbs 2240 lbs 4 Anchors t(0. 3" Min. O.C. / (2) 2x5 Angle Clips I (Ftp. 5): 780 lbs 780Ibs ' 680 lbs 1580 lbs 1890 lbs 540 lbs ( 560 lbs WA 760 lbs 746160 880 lbs 1892160 liv lbs 885 lbs 1120%s 6 Anchors Q 3" M1rr. O.C. / (2) 2x5 Angle pips / (Fig. 8): 1170 lbs 1170 lbs 1020 lbs 2340 lbs 2844 lbs 810 lbs I 840 lbs WA 1140 lbs 1122 lbs 1320 lbs 25381bs 1022160 1327 lbs 1680 lbs 4 Anchors ® 0.45" Min. O.C. / ULlip, Into .125"Alum. (Fig. 7): WA NIA I WA NIA WA WA WA NIA WA WA WA WA WA NIA 1430 lbs 2 Anchors Q 2.25" Min. O.CJ F -Clip (Fig. 8): 350 lbs 350166 290 lbs 705 lbs 476 lbs NIA I 280 lbs WA 315 Ills WA 440 lbs WA 341 lbs 442 Ibs 560%3 4 Anchors @ 1,15" Min. O.CJ F-Cilp (Fig. 9): 480 lbs 700 lbs I WA WA WA WA I 380 Iba WA WA NIA WA WA 682 lbs 885 lbs 1120 lbs DOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2• FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: FIGURE 5: FIGURE 6: FIGURE 7: ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP_) X( ANCHOR CAP.,,,,, ,� \ _ ANCHOR CAP. u, \MULLION CAP.,,,,,,,, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY 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. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 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. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF .125" THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S,S. U-) cV C0 N�K� W z (n O 1- W J W LU C)O O M ~ � J U) z` to W TEL J o cry rrZ "Z J � cP• Z Q at o Q Z N r00 to-4i®o r-3 � chi a o tY \e' rX U x 4 O O r i Of ma� PRODUCT REVISED as complying with lite Fibridta ' 1.062" �- - -- 1.000" r- Building Code ® ML3 "041g Acceptance No 16 a J E picot' Detc ��' By Miom' I9ada Prodlrct ,,�1(lllllllr s 4.000" No. 513705 Cir I(r7C0tZ' �i� ....... '�.`1 375" .375° 4P S' 1"X4'X.375-T 1"X4°X.375 // �1�)i'dP1 v` "T" A. Ll NN;MILLO P.E- -MULLION MULLION FL P.E,# 58705 TABLE 8A n Mullion Canaclty Table (lbefft ) Opening Width (forverlicaliy-spaming mullions) or Opening He ght (for hodzonlalty-spanning mullions) a so In 60 In 70 In 6o to 90 In 100 In 120 In 1401n 160 in v_ O 1.2 Rectangular Trap/rdang. Rectangular 7teprMang. Rectangular Trep?deng. Rectangular Ttap/l'dang, Rectangular Tra"ang. Rectangular TreptMang• Rectangular Thap/7dang. Rectangular Trapadong_ Rectangular Trapdiriang. rr Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading o: g v $ S 8A iQ gA S aA >i g a a3 �8 (a !lA >g aA 8 8 tf 8 A >f IA P N v 8 a a 8 o 6 d� c3 8 15 tS a cR 8 8 8 a S 8 c3 8 c� S o S cR t3 b S di d c9 8 c9 ci ci � cS d s �P o$ y iso t� �� >:.�� r t� �� s t� s� �� _� tt S �Ge �G$ r� a� �@ € t C,4LU 5: i- mco 421n 170.0 620 170.0 435 1170.0 744 170.0 478 170.0 1968 170.0 5011 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1408 1170.0 521 170.0 1735 170.0 621 .151.6 1769 170.0 521 J 45 In 170.0 700 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170,0 1133 170.0 661 1170.0 1275 170.0 677 170.0 1417 170.0 680 164.E 1540 170.0 660 1327 1546 170,0 680 116.1 1548 170.0 080 J 50.626 In 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170,0 684 } 170.0 1195 170.0 723 1170.0 1345 170.0 747 167.0 1468 170.0 758 139.2 1468 170.0 756 119.3 1468 170.0 756 104.4 1468 170.0 756 2 D' m 641n 170.0 797 170.0 612 170.0 966 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 163.1 1376 170.0 637 146.6 1376 170.0 858 122.3 1376 170.0 861 104.0 1376 170.0 BSI' 91.7 1376 170.0 881 m U) O O 601n 170.0 885 170.0 701 170.0 1063 170.0 797 158.9 1158 170.0 876 139.0 1168 167.4 930 123.6 1158 156.8 gig it1.2 1158 150.0 912 92.7 1158 144.8 905 � 79.4 1158 144.0 905 69.5 1158 144.8 905 lam- L I O J 631n 170.0 930 170.0 745 160.1 1051 170.0 850 137.2 1051 155.9 562 1120.1 1051 1420 848 106.7 10511 132.3 837 96.1 1051 125.7 830 80.1 1051 119.5 822 68.6 1051 119.1 821 60.0 1051 199.9 821 66 in 167.1 957 170.0 789 1 139.3 957 151.6 605 119.4 957 134.0 790 104.4 957 121.6 771 92.a 957 112.8 767 83.6 957 106.6 759 69.8 957 100.0 750 59.7 957 98.9 74a 52.2 957 98.9 740 Z J g v 721n 126.7 604 135.2 608 107.3 804 115.2 664 91.9 804 101.3 671 80.4 804 91A 680 71.5 604 64.1 650 64.4 804 70.8 843 63.6 804 72.3 633 _ 46.0 004 69.9 629 40.2 804 69,8 628 � 761. 109.4 722 114.4 630 91.2 722 97.2 618 78.2 722 65.3 6013 68.4 722 76.7 596 80.8 722 70.3 588 64.7 722 65.5 560 45.6 722 69.5 670 39.1 722 W.7 565 34.2 722 66.2 664 Q a �z 781n 101.2 605 105.8 800 644 685 89.8 588 723 685 78.5 677 63.3 885 70.b 688 166.2 685 64,5 560 60.6 885 60.1 553 422 885 64.3 643 36.2 685 61.4 637 31.8 685 60.7 636 � N _ ` It Q 0) O 901n 65,9 515 88.0 457 54.9 515 57.5 449 47.1 515 50.1 441 412 515 44.7 434 36.6 515 40.6 428 33.0 5i5 37.4 422 21.5 515 33.1 413 23.5 515 30.5 407 20.6 515 29.1 404 Q z N OD 961n 64.3 453 55.8 404 45.3 453 47.1 397 36.8 453 41.0 391 33.9 453 364 385 30.2 453 33.0 379 27.2 453 30.4 374 22.6 453 26.6 366 _ 19.4 453 24.3 360 17.0 463 229 358_ i) �m m0 m0 108 In 38.1 358 39.0 323 31.8 358 32.8 378 27.2 356 2II.4 313 23.8 358 25.2 300 21.2 358 22.7 304 19.1 368 20.8 300 15.9 360 18.0 293 J F0_ M 1111n 35.1 338 35.8 306 29.3 338 30.1 301 25.11 338 26.1 297 220 338 23.2 293 119.5 338 20.9 289 17.6 338 19.1 285 - IY X 1201n 27.0 290 28.3 264 23.2 290 23.8 260 19.9 290 20.6 256 17.4 290 182 263 15.4 290 16.4 249 U 12- Lr) Q O 144 in 16.1 201 16.3 186 _ - _ _ _ I _ _ _ _ _ mss`, Z �U) (1) TABLE 86 ANCHOR CAPACITY ADJUSTMENT FORMULA: m� � 50 Anchor Csoacl Table ibs) ) _ ® iY. _ (.. ANCHOR CAP.,",,,,._" � o � o � Substrate: 2.7kConcrale 3.5kConc. HdlowCMU FHIedCMU PT Wood Meld (DP )X( }=ANCHOR CAP... 6116" Elco 1114' SS Eko 5x16' Eko 114' SS Elto NIG Sled #12SIee1 #12 Slcel `MULLION CAP__ ,� AnchorCllp Patterns Anchor Type, 3x16" Elco UK= on 4141' Ekounracu* Ultracon 3116' Elco Ultracon V4" EkoUllracon Aggre"or UHracon AggmGdior Screw (G5) Screw (G5) straw (G5) USE THIS FORMULA TO OBTAIN THE "ANCHOR Edge Nslance ft r 2 -VZ* 1- - 2-v 3-1re" 1" 2-vz i- 2-vz z s-im r 0.46' OW I 0.324• I CAPACITY REQUIRED" CORRESPONDING TO AN Embectnenli ftj 13/4' 13&4" 1-314' 1314 2' 1-114" 1-114' 1414' 1-114' 1414" 1114' 2' 1-W" 1318' ) varies j ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchbrs ® 4.78' MIn O.C. / Standard or O8se1 Clip (Fl¢ 1Y-3901bs - 380Ibs 450 IDs 1644 Ibs 270 Ws - 280 lbs 354 lbs- �4g Ibe 3i41bs 664 Its - 946 Rs 941i6s 442 9n 560 ps OPENING, WHEN IT IS LOWER THAN THE MULLION 4 Anchors @ 1.15' MIR O.C. / Standard (or Offset) Clip 09. 4 480 to$ 700 lbs N/A WA N/A NIA 380 lbs NIA WA NIA WA WA 6821Ds am ms 112o Its CAPACITY (FROM THE TABLE) OF THE SELECTED 4Anchors®3'MIn.O.C.1(2)MAngieClips/ (Rg.3} 780 lbs 780 ft 680 lbs 156DIDs 18961bs 540 lbs 660 lbs NIA 76D lbs 748 lbs 880 IDs 1B92tbs 682 lbs 865 its I 1120 Its MULLION. IT WILL YIELD A MINIMUM ANCHOR 4 Archors 0 0.45" Min. O.C.11.1-Clip, Into -125" Alum. (Ftp. 4k N/A WA NIA WA NIA NIA WA NIA WA N/A WA WA NIA WA 143o lbs CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor/ F•C0p (Flg. st 195 Its im me 225 bs 445 IDs 822 u 135105 14o lbs 177 lbs 3701Rs 187 ibs 3321ts 473 lbs 170 lbs 221 les , 280 His ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchors 4J 1.16' Min. 0 -CIF -Clip (Flt} 6) 2401bs 350 lbs NIA WA NIA NIA 1 g Ibs NIA WA NIA WA WA 341 lbs 442lbs ' 560 IDs ANCHOR CAPACITY TABLE. PRODUCT REVISED DOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. as complying with dw t'1 Building Code &r FIGURE I: FIGURE 2: f^-1.250" -I Acceptance No , TABLE NOTES: _ Ex iration Date � �( . • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By _ ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ; Miam?)ndeti-rodduclt 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, 5 \��� �( IYNrV FIGURE 3: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE 3.138" } �� �\ �C FNg`c • �`n ANGLE SHEETS 21-23. HOLES TO BE DRILLED 1N THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS BE USED DCLIP ST SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 285" - j No- 58705 IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS_ HOLLOW AND - %GJ�4Gll� 0 rr GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL1 r! FIGURE 4: FIGURE 5: FIGURE 6: -I. BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE (� S Ai L- O 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND i t. `'L URIOI 1.25" X 3.188" X .265" MULLION . • .045" THICK (16 GAUGE)_ STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND 436. ALL (1-114" VF MULLION)~',�� F ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. // I -. 0 NAA - � #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. A. LYNWMILL��, P.E_ -- FL P.E.# 58705 TABLE 9A f: Opening Mullion Capacity Table (Ibse) Width (►orver6caly-spannim mullions) orOponing Haight (for horizontally-speming mullions) 50 in 601n 70 In 801n 90 in 100 Irk - 120 In 1401n I 160 in 1.26%3.26 Rectangular TreprVang. Rectangular Trap/Tdang. Rectangular Traprrdeng. Loading Rectangular TraprTdeng. Rectangular Trap/Tdang. Rectangular Trsp/Mang. Rectangular Traprrdeng. Rectangular Tutorrdang- Rectangular Trep'Tdang. II Loading Loading Loading Loading Loading Loading Loading Loafing Loading Loading Loading Loading i 00 F %.100 Loading Loading Loading Loading Loading IIII R �g� U R Alum. Tube Mulllon to {y5 a 6� �Av 5 M L ' LL z Vl � • - (w/, 42 In 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 508 170.0 992 170.0 519 170.0 1118 170.0 521 153.3 We 170.0 521 127.7 1110 170.0 621 109.5 1118 170.0 521 ^ 95,8 1110 170.0 621 O 481n 170.0 708 170.0 524 170.0 850 170.0 584 167.8 976 170.0 630 148-7 978 170.0 661 130.4 978 170.0 677 117.3 978 170.0 680 97.8 978 170.0 680 83.8 070 170.0 680 73.3 978 170.0 880 _j w50.626 In 170.0 747 170.0 563 170.0 896 170.0 631 150.7 927 170.0 664 131.9 927 186.5 708 117.2 927 159.1 699 105.5 927 156.3 696 87.9 927 156.3 695 75.4 927 156-3 695 65.9 927 158.3 695 A U) 641n 170.0 791 170.0 612 154.6 860 170.0 691 132.5 069 153-9 883 115-9 869 141.8 669 103.0 869 134.0 660 92.7 869 1129.8 654 77.3 669 128.6 652 66.2 069 128.8 652 157.9 869 128.8 652 w O o O I- 601n 143.2 T46 153.8 634 119.4 746 132,3 620 102.3 746 117-8 608 89.5 T48 107.8 699 79-8 146 101.0 592 71.6 746 96.6 587 59.7 T46 93.3 583 51.2 748 93.3 583 44.6 746 93.3 583 00 O =) (j) C0 In {y, 63 in 123.7 677 132.0 579 103.1 677 113.2 566 88-4 877 100-4 655 77.3 677 91.4 646 68.7 877 85.2 539 81.9 677 81.0 534 61.6 677 77.0 529 44.2 677 76.7 529 38.7 677 76.7 529 I-• (.) J d C 66 in 107.8 617 111.1 630 89.7 817 97.8 519 70.9 817 80.3 509 67.3 617 70.3 600 59-8 817 72.6 494 63.6 617 U.T 489 44.8 517 64.4 483 38.4 617 63.7 482 ( 33.6 617 63.7 402 � ? m s 72 In 76 1n 82.9 516 87.1 450 09.1 big 74.2 70-5 465 73.7 406 58.7 465 82.6 440 59.2 510 398 50.3 465 05.2 432 54.9 390 51.8 518 68.6 44.1 465 49.4 425 46.1 518 64.2 419 41.4 518 50,7 414 34.5 b18 46.6 408 29.0 510 45.0 405 25.9 518 45.0 405 384 39.2 485 45,3 378 35.2 465 42.2 374 29.4 465 30.3 367 25,2 465 36.5 384 22.0 465 38.2 363 Z z c J 2 ? •9W 76 in 65.2 441 68-0 387 54.3 441 57.7 379 46.8 441 50.6 312 40.6 441 45-4 366 36.2 441 41-6 380 32.6 441 36.7 356 21-2 441 34-9 349 23.3 441 33-1 346 20.4 441 32.7 345 e J 0 is w 00 In 42.4 332 43-8 285 35.4 332 37.0 289 30.3 332 32.3 284 28.5 332 28.8 200 23.8 332 28.1 276 21.2 332 24.11 272 77.7 332 21.3 288 15.2 332 19.0 262 19.3 332 18.7 260 � OO � 9e in 35.0 291 35.9 260 29.1 291 30.3 256 25.0 291 26.4 252 21.9 201 23.5 248 19.4 291 21.3 244 17.6 291 19.5 241 14.6 201 17-1 236 12.5 291 15.6 232 7._ r- Q O N r 1001n 24.8 230 26,1 208 20.5 230 21-1 205 17.5 230 18.3 201 15A 230 16.2 198 (�- x mZ O � iuO m� 1111n 22.6 218 23.1 187 1119 216 19.4 194 16.2 216 116.8 191 14.1 218 14.9 188N Q 120 In 17.9 187 18.2 170 14,9 167 15.3 167 M X U Y U N ¢® O O TABLE 96 Anchor Capacity ANCHOR CAPACITY ADJUSTMENT FORMULA: Table (lbs) m a0 m� Substrate: 2.7k Concrete 3.5k Conc. ANCHOR CAP.r",,,,,,,,,:} Hollow CMU Filled CMU PT Wood Metal (DP-) X ( / =ANCHOR CAP.- 1= ro Anchor Clip Patterns Anchorrypa: 3116' Elco uNrocon 5118' Elco 1/4" Elco ulUacon Ultrecon Elco UUrecoO 114" SS Elco 5116• Elco 1/4• SS Eioo filo Sieel 412 Sieel 912 Steil MULLION CAP.,",,,_, 311W Elco Ultrocon 134' ( ) Screw(G5) USE THIS FORMULA TO OBTAIN THE "ANCHOR AggroGalar Ullrecon A11greGetor 3orew (G5) ScleW G5 Screw GS Edge Distance (in} T 2-112` 1• 2-112" 3-118" 1" 2-1121 1" 2-1 IT 2" 3-1/8• r 0-46' 0-54• 0.324" CAPACITY REQUIRED" CORRESPONDING TO AN Embedment (in� 1-314- 1-314" 1-314' 1-/4• 2" 1.114' 1-114' 1-1/4• 1414" 1-1/4• 1-1/4" 21 13ie" I-", Cedes ACTUAL PRESSURE REQUIREMENT FOR THE - ._iWi -lbs - 2 Anchors C 4.75' Min. O.C. / Slaneard or Olfsei Clip (Fig. l)_ _ 39016s 390 Ibs 450 @s 890 lbs 1644 lbs 270 2001bs 3541bs 740 ibe 374 ibs 884 lbs 946 the 341 His 442 lbs los OPENING, WHEN IT IS LOWER THAN THE MULLION 4 Anchors @ 1.15' Min. O.C. / Standard (or OlfseO Clip (Fig. 2} 400 me 700 lbs WA WA N/A WA 360 lbs WA NIA WA WA WA 682 lbs 885 lbs 1120 lbs CAPACITY (FROM THE TABLE) OF THE SELECTED 4 Anchors a 3' Min. O.C. / (2) N5 Angle dlps / (Fig- 3): 78016s 78D lbs 6801bs 1560 lbs IBM lbs 540 Ica 500 lbs WA 760 lbs 748 lbs 8801ba 18D2 ft 682 Bre $85 lbs 1120Ibs MULLION- IT WILL YIELD A MINIMUM ANCHOR 3 Anchors C 0.54' Mtn. O.C. / ULllp, Into .100' Alum. (Fig. 4); WA WA WA WA NIA WA WA WA NIA N/A WA WA WA WA 950 CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor/ Falp (Fig- 5): 195Ibe 199lbs 225 (los 445 lbs 8221bs 1351bs 140 lbs 177 lbs 370 the 1071bs 332 The 473 lbs 170Ibs 221 lba 260 lbs ADDITIONAL ANCHOR OPTIONS FROM THE 2Anebors 1.15" Min. O.0 I F-I(p (Fig. 0); 240 lbs 350 lbs WA WA ( N/A WA 190Im WA N/A WA WA WA 341 lbs 442 lbs 560 lbs ANCHOR CAPACITY TABLE. pRoDuc r REVISED ry complying with the Flllrtda Building Code , (y�.l9. ®� FIGURE 1: FIGURE 2: 1-250'1 TABLE NOTES: AcP ptaon 1110 �" r 1,021 Lrx irnlion Dale • ® • • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION j j�11 Inde Product MI ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ;� c; ..�111111/r,_ <.YN1N =IGURE 3: ANGLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE 3.250" \`\� ' CLIP MUST SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS �r • BE USED SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. r: (�O, 5B705 _ IN PAIRS. 4) SUBSTRATES-. CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS, HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C•90. WOOD SHALL ff.- 100" a � , 01 0 FIGURE4: FIGURE 5: FIGURE 6: BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE G _ • • 6063-T5 AND BEA MINIMUM OF .100" THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND = /,<X •- Fl OR,OP ., ; �; `• -' • .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25 X 3.25" X.100 i ,, , ....... - �,� �i ANCHORS INTO MULLION U r. • ` #10 8 #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. A..' Lj'NN! MILL-EP. E. • --. FL P.E.# 58705 TABLE 10A Ullracon PT Wood Metal 2112' 1' 2-//T &118' Mullion Capacity Table (IbsMf) 2417 1364' 1314' 1314' 2' Opening VNdth (for verlicaily-sparmi igmlrlions) or Opening He ght ((orholizonlaliyspandng mullions) 1114' 3901115 5o In 890 Das 60 in 70 in 80 In 90 in 100 in 120 in 140 in 8 160 in 125 x 326 Rectangular TrapMiang_ WA Rectangular 7np/1'riang. Rectangular Trap/rdang. Rectangular Trop/rriang. Rectangular Trep/rriang_ Rectangular TraplTriang- Rectangular Trap/rdang , Rectangular TraprTriang. Rectangular TraprTr-iang- x.®24 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loo ding Loading Loading Alum. Tub WA NIA WA 8 13 Y E E tom_ fl Mullion 105Ibs �� S� 8221bs as a omG � a o S-� So��a 140 lbs o 0 0 u 0- o 0- - � v1e-i 0SuS � u ooe u oS0 0- u u uoe og 0s� au:-e oo oe o o-oe oz JE Jj 190 lbs 1120 Ms NIA WA N/A WA 42 in 170-0 620 170.0 435 _ 170.0 744 1170-0 476 1700 668 170-0 506 170.0 992 170.0 619 170.0 1115 170.0 521 170-g 1240 170-0 521 170.0 1488 170-0 521 170.0 1735 170.0 521 170.0 1983 170.0 521 49 In 170-0 708 170.0 624 170-0 850 170.0 584 170-0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170-0 1417 170.0 680 170.0 1700 170.0 680 169-7 1979 170.0 6B0 148.5 1979 170.0 680 50.625 in 110.0 747 170.0 563 170-0 896 170-0 631 170-0 1046 170.0 684 170-0 1195 170.0 723 170.0 1345 170-0 747 170.0 1494 170-0 756 170.0 1793 170-0 766 152.5 1877 170.0 766 133-5 181T 170.0 766 641n 170.0 791 170.0 612 170.0 956 170-0 691 170.0 1116 170.0 754 170-0 1275 170.0 803 170.0 1434 170.0 837 170-0 1594 170-0 056 156.4 1759 170.0 861 134.1 1759 170-0 861 117-3 1759 1TO-0 861 601n 170.0 885 170.0 701 170.0 1063 170-0 797 170.0 1240 170.0 878 170.0 1417 170-0 944 161.1 1511 170.0 996 145.0 1511 170.0 1033 120.6 1511 170.0 1063 103-6 1511 170 D 1D63 90.6 1511 170-0 1063 63 in 170.0 930 170.0 745 170.0 1116 170.0 860 170.8 1302 170,0 940 156.6 1370 170.0 1015 139-2 137D 170.0 11076 125.3 1370 164.0 1082 104.4 1370 155.9 1072 69.5 1370 165-3 1070. 70.3 1370 155.3 1070 66 In 170-0 974 170.0 709 170.0 1169 1700 903 155.6 1248 170.0 1002 1362 1248 158.6 1013 121-1 1248 147.1 1000 108.9 1248 139.0 989 90.0 1248 130.4 978 71-8 1248 129.0 9T5 68.1 1248 129-0 975 c 72 in 167.8 INS 170.0 378 139.9 1049 160.2 892 119-9 109 132A 875 104.9 1049 119-1 060 93.2 109 109-T 048 83.9 1049 102.7 938 169.9 1049 94.3 825 59.9 1049 91.2 820 62.4 1049 91-1 020 0 76 in 142.7 SO 149-1 822 118.9 941 126.8 805 101.9 941 111.2 791 692 941 100.0 777 79.3 941 91.7 766 71-4 941 65-5 757 59-5 941 77-6 , 744 51.0 941 74.0 737 44-6 941 73-3 736 78 in 132.0 894 137.6 783 110.0 894 116.9 767 94.3 B94 102.4 753 02.5 894 91.9 740 73.3 994 84.1 730 66.0 ON 78.3 721 65-0 694 70.7 707 47-1 894 6T.0 701 14/-3 894 66-1 698 c 90 In 85.9 611 88-1 696 71.6 671 74.9 595 61A 671 65.3 575 53-T 611 58.2 566 47.7 671 52.9 568 43-0 6T1 48-8 551 35-8 671 43.1 539 30.7 6T1 39-7 531 26.9 611 37.9 526 961n 70-8 590 72.8 527 59.0 590 61.4 518 60.6 590 53A 509 44.3 690 4T-6 502 39.3 590 430 494 35.4 590 39.6 488 29.5 590 34.7 477 ` 25.3 690 31-6 469 221 590 29.6 464 109 In 49-7 466 60.8 421 41.4 466 42.8 414 35-5 466 37.1 408 31.1 466 32.9 402 276 466 29-7 396 24.9 466 27.1 391 20.7 466 23.5 382 11T -e 466 21.2 375 115.5 466 19.61 370 111 In 45.6 441 46-7 4DO 38-2 441 39.3 393 32-7 441 34.1 387 296 441 30-2 362 25.4 441 272 376 22.9 441 24.9 372 19.1 441 21.5 363 16.4 441 19-3 356 14.3 441 170 1351 120 in 36-3 378 36.9 344 30-2 378 31.0 339 25.9 370 26A 334 22.7 37B 23.7 329 20.1 376 21.3 325 10.1 370 115 321 15-1 378 16.7 31d 144 in 21-0 262 21.2 242 17-5 262 17.8 239 15.0 262 15.3 236 I TABLE 108 AnchorCapacity Table fibs) Substrata 27kCcmrete 35kCcm. AnchorCllpPatterns Anchor 7ypff 3116 ElcoUllraon 1/4'Eta Ugracon 416' Elm 316 Elco Ugracon Edge Distance Qny I. Embednenl Onl 1314' --2Anclnrs ®4.73' Min O.C. / StairOard oro" clip (Fig- tk 300 los 4 Anchors @ 1.15• Min O -C, 1 Slardard (orOWell Cgp (Fig. 4 480 gas 4 Anchors @ T MN. 0-0.1(2) 215 Angie Clips / (Fig. 4 780 gas 3Anchors Q 0.54' Min.O•C- I U•Cllp, into AW Alum- (Fig 4): NIA 1 Anchor/ F -Clip (Fig- 4 195 lbs 2 Anchors @ 1.16' Min O -C / F-Cllp (Flg 4 240 lbs FIGURE 1: FIGURE 2: • 1] • FIGURE 3: ANGLE • ® • • CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: � e • H" CMU Ullracon PT Wood Metal 2112' 1' 2-//T &118' 1' 2417 1364' 1314' 1314' 2' 1-114" 1114' 3901115 450111s 890 Das 1644 Ibs 2701bs 280 Ibs 700 Ms NIA WA NIA NIA 380 lbs 180 gas 680Ibs 1560 ft IOW Ibs 5401115 5601bs WA NIA WA NIA NIA WA 105Ibs 225 lies 445105 8221bs 1351115 140 lbs 35010s NIA WA NIA NIA 190 lbs 1] • FIGURE 3: ANGLE • ® • • CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: � e • H" CMU Fn1edCMU PT Wood Metal 1/4' SS Elco Nth' Elco 114" SS Elco #10 Steel #12Steel #12 Sleet 1/d• Eta Ullman AgireeAor UOracon AggreGator Screw (G6) Screw 05) Scree (O5) 1" 2-1/2' 2 3118' T o-40' 0.54' 0-3241 1-t/4• t-114^ '1414"1-114"T 1368' t�IB %efts 354 On 740lbs 374 IDs 6641115 946 p 341 lbs 442 lbs 666 -MG N/A WA NIA WA WA 682 lbs 085 Os 1120 Ns NIA T60 lbs 748 Ins 8W lbs 1892 Ills 682 [as 885 its 1120 Ms NIA WA N/A WA WA NIA WA 9501bs ITT ins NO lbs 187 IDs 332 lbs 473 Ibs 17011Y5 221 Ibs 2Bo Ibs N/A WA NIA WA WA 341 lbs 4421us 5W MS TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP-) X (MULLION CAP.,,,_,_) _ ANCHOR CAP. \MULLION CAP.,,m,,- USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION- IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 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 - 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 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. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .100" THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST A25" THICKAND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 1.25'X 3.25"X.624' MULLION PRODUCT REVISED as complying with the Pl Building Code Acceptance No I- iralion Bale B "I Miam' Dade F duct `��lllllll;//r, oGLIJSF '• Mo. 56705 • V •- _�' L� D � I11 -S hli ''�"i�C'• -/'COR\���--• `i;ti . A. LYNNIP�ILL�R, P.E. FL P.E.# 58705 �r N TABLE 11A Mullion Capacity Table ® (IbsIR') Opening Wdth (hlrvelticalty-spennin I minions) orOpening Height (tor horizortelty-spenning millions) x H`XG! 50 in 60 in 70 in BO in 90 in 100 in 120 in 140 in 160 in z Rectangular Trap/idang. Redangutar TraprTriang. Rectangular Traprrrieng. O Racbngular Trap/rrisng. Redanguiar Trap/rtisng. 126x3,94 Rectangular Trap7Ttlarg. Reclaugular Trsprrdang, Reclargulat Trapff'risng. Rectangular Traprrriang. 1 mx x •624 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Szr g U J Alum. Tubes F u Mullion a as S a� a R� o a� a aG '� a� g a� S as a� o a� s �G o a� a d� a ®� dG a a9 a d� v u v o� N u v o 0 ov o u v oa o = •. o p^� > L S .� • 7 v t •J v vb v n u" o u o o v u_ iv ci oe o oa o v v v o� u' v v n .. E .. .. .. _ y c G u G .;.t •`. g L 5- Q .�¢'^ c o `.� = G .g G 'L •3 _ 1v t t = Cw L P L -� L C� t u t P F Y i - o Y O o o C •G V o Y i'-' U) t� m tc C a GG RO Q r SM y �• 4 c + p O M ff� O F -C. S r, 1 SS y r. J a GG J GG p rS, M A 40C G qOC is G Q rL f G QfL• G �K i G QK � A QK d � IL' E A iR' E A ;,2 nro W' ZO 1TO.O 1480 170.0 521 170.0 1735 170.0 521 170,0 1983 17D,0 521 LI,1 42 In 170.0 620 170.D 435 170.0 TM 170.0 478 481n 170.0 708 170.0 524 170.0 050 170.0 504 170.0 868 170.0 506 170.0 992 170.0 619 170.0 1116 170.0 621 170.0 1240 170.0 521 170.0 992 170.0 630 110.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 600 170.0 1700 170.0 600 11700 1963 110.0 680 170.0 226T 170.0 680 J J W 50.625 in 170.0 747 170.0 553 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 766 170.0 1793 170.0 756 170.0 2092 170.0 756 170.0 2391 170.0 756 75- A 64 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 764 170.0 1275 170.0 003 170,0 1434 170.0 837 170.0 1594 170.0 656 _ 170.D 1913 170.0 861 170,0 2231 170.0 661 160.2 2403 170.0 061 m OI 60 In 170.0 885 170,0 701 170.0 1063 170.0 79T 170.0 IUD 170.0 070 170.0 1417 170.0 944 110.0 1594 170.0 996 170.0 1771 170.0 1033 170.0 2125 170.0 1063 140.3 2163 170.0 1063 129.8 2153 170.0 1063 U) cl) U) Vin 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 1859 170.0 1122 156.9 2060 170.0 1169 134.5 2060 170.0 1171 ; 117-T 2060 170.0 1171 U.1 opEL 66 in 170.0 974 170,0 799 170.0 1169 170.0 903 1709 1364 170.0 1002 170.0 1556 170.0 1086 170.0 1753 170.0 1155 170.0 1948 170.0 1210 143.0 1966 170.0 1275 122.6 1966 170.0 1206 107.2 1966 1170.0 12813 in in 0 72 in 170.0 1063 170.0 870 1700 1275 170.0 1009 170.0 1488 170.0 1126 170.0 1700 170.0 1228 154.1 1734 170.0 1316 138.7 1134 169.0 1386 115.6 1734 155.9 1364 99.1 1734 150.4 1352 86.7 1734 150.2 1352 z6 MW 0 76 In 170.0 1122 170.0 937 170.0 1346 170.0 1080 168.6 1%6 170.0 1209 147.4 1556 1652 1285 131.1 1556 151.5 1266 117.9 1556 141.3 1251 98.3 1656 128.3 1229 &f2 1556 1223 1219 73.7 1556 121.2 1216 g o M,Z 70 In 110.0 1151 170-0 967 170.0 1381 170.0 1116 155.9 1477 169.3 1245 136.4 1477 152.0 1224 121.2 1477 139.1 1206 109.1 1477 129.5 1191 90.9 1477 116.9 1169 77.9 `1477 110.0 1158 60.2 1477 109.3 1154 Q 'q- 90 in 142.0 1110 146.5 986 118.4 1110 123.9 968 101.5 IIID 107.9 951 68.0 1110 96.3 936 T8.9 1110 87.5 922 71.0 1110 80.7 910 59.2 1110 71.3 891 50.7 1110 65.6 870 "A 1110 62.7 870 1--{ Z O 96 in 117.0 975 120.3 072 97.6 975 101.5 056 83.6 975 88.3 842 73.2 975 78.5 829 65.0 975 712 817 138.5 975 65.4 807 48.0 975 57.4 789 41.8 975 623 776 366 976 44.3 767 Q X Z O 108 in 02.2 771 84.0 696 68.5 TTI 70.7 685 68.7 771 61.3 674 51.4 771 54.3 664 45.7 771 49.0 665 41.1 TTI 44.9 647 34.3 771 38.9 632 29.4 771 35.0 621 25.7 771 32.4 612 (n 't g mO �o 0 0 0 11IIn 75.7 730 TT.3 661 63.1 730 65.0 650 64.1 730 56.3 640 47.3 130 49.9 631 421 730 45.0 622 3T_9 730 41.1 614 31.6 730 35.6 600 - 27.0 730 31.9 509 23.7 730 29.5 681 W Cl) 120 in 59.9 624 61.0 569 49.9 624 61.2 560 42.8 624 44.3 652 37.6 624 39.2 544 33.3 624 35.3 537 30.0 624 32.2 631 26,0 624 27.7 619 21.4 624 24.6 509 I87 624 22.6 501 0� X U) � 141 in 34.7 133 35.1 400 20.9 433 29.4 395 24.0 433 25.4 390 21,7 433 22.4 385 19.3 433 20.0 381 17.3 433 102 376 � LA 0 N Q Z O O ._P m 0 TABLE 11B ANCHOR CAPACITY ADJUSTMENT FORMULA: s:0 v m SuOatralr= AnchorCapacltyTable (ibs) ANCHOR CAP. 2.7KOo11crete 3.5KCf>tic. Hollow CMU Filed CMU PTWoOd Melzg (DP )X ( m°"""`)=ANCHOR CAP.,�, F I. 51G Fico 114"SS Eko 51� Elco 114" SS Elco #1051er! #12StePl #12 S1eei MULLION CAP.,,,,,,,,, AnchorCllp Patterns AnctlorjyK 31161 Eicotmrxat 174' EkoUOmcon Ubacon 316' Elco UR2cat 114 EkoU9racon AggreGalor Unracon AggmCAor ScteW ((i5) Suew (GS) Screw (C>5) USE THIS FORMULA TO OBTAIN THE "ANCHOR Edge p(slmxe pn) 1^ 2-1/2' I• 2-112' 3-11e' 1• 2 VT 1^ 2-112,T 31191 2' 0.48^ 0.64• 0.324' CAPACITY REQUIRED" CORRESPONDING TO AN d1t Embeent Dn) 1314" 1114' 1314" 13n4' 2" 1-1/4" 14141 1-114" 140' 1414• 1.114' 2' 1-W i-YEr varies ACTUAL PRESSURE REQUIREMENT FOR THE -2Arxhors @ 4.76' MIn O.C. I Starlfttl orOlreet Cilp (ig. ly 39O lbs 390108 450 lbs 89010e 116644 lbs 7701bs 280 ICs 3541bs 7401t's N4fin 664 lbs 946 ros 341 las 442 lbs %o Ibs OPENING, WHEN IT IS LOWER THAN THE MULLION 4 Anchors @ 1.15' Mln 0 C. / Slanmud (Or0Mel)C8p (Flg- 4 480 lbs 700 lbs N/A WA N/A NIA 3BO Ws N/A WA NIA WA N/A 682 lbs 6851136 1120 lbs CAPACITY (FROM THE TABLE) OF THE SELECTED 4Anchors@3'Mtn.O.C.1(2)2x6Ang$eC9ps1ft3y TOObs 7901136 680 Ws 1560bs 11161bs 540bs 560 lbs NIA 760 its 7481bs No lbs 18921136 602ros 89.5n)s 1120 lbs MULLION. IT WILL YIELD AMINIMUM ANCHOR 4Anthors g 0.54" Min. 0.0. I ULIIp, lnto.IDU' Alum. (Fig. 4y N/A WA NIA WA NIA NIA WA NIA WA NIA WA WA NIA WA I 126T Its CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor/ FClip (Fig- 5T 195 lbs 1951b6 2251bs 445 lbs 822 lbs 135bs 140Ita ITT las 310 lbs 167 tbs 332 ft 473 lbs 17Dbs 221 lbs 11 280 lbs ADDITIONAL ANCHOR OPTIONS FROM THE 2Anchors 1.19' Min O.CIFCMp (FIg. R 240 bs 390 bs NIA WA NIA NIA 19D lbs NIA WA NIA WA WA 3411bs 442 lbs ) %0 Its ANCHOR CAPACITY TABLE. PRODUCT REVISED as complying with The Florift 1.250" Building Code Acceplance No FIGURE 1: FIGURE 2: TABLE NOTES: L'xp( "on Data . • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Mi Dnde Product ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 1 Yi (\! FIGURE 3: E )' 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE 3•''4" �\ ' ANGLECLIP SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS • T SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. i4o. 58705 _ BE USED 1N PAIRS. 4) CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND SUBSTRATES: TO WOOD SHALL _- Cf- - FIGURE 6: GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM ASTM G90_ FIGURE 4: FIGURE 5: _ BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 1 .624" C�c;' 6os3-T5 AND BEA MINIMUM OF .100" THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND •. /=t OP1pr-..`� ', `- .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. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 1.25" X 3,94' X.624' 1 A. NI MIL 'R, P.E. __ MULLION FL P_E.# 58705 TABLE VA 2x4x.26 Mullion Capacity Table (lbsne) Opening Width (for vertically-spanrirr mullions) or Opening Height (for hoil2onlaly-spaming mUllons) 601n Born 101n 801n Rolm 100 in 1201n 1401n 160 In Rectengular Trep/ltlang. ReclengXdar Traprnleng. Rectangular TreprMang. Reclangdar Trap/Meng. Reetanguler Treprntang. Reclenguler Tra"ang. Rectenguler Trepimeng. Realengnler 71rep/7dang. Rectangular Treplydeng. Loading Loading Loafing Loafing loading Loadng Loadng Leading Loading Loafing Loafing Loading loading Loafing Loafing Loafing Loading Loafing Alum. Tube .�.•. ti� MuIllen � :f" 0� 8 ti S� 8 g� >L a� �ffit S8 aQ a a a a�� a as a 8£ 1s a rSC, & ise .{gfr o rSr, � 7 5 i£ I 421n 170.0 620 170.0 481n 170.0 708 170.0 50.625 In 170.0 747 170.0 64 in 170.0 797 170.0 6 rA c J 00 1n 170.0 855 831n 170.0 030 68 in 170,0 974 721n 170.0 1063 76 In 78 rn 90 In 08 in 108 in 111 M 1201n 144 In 170.0 1122 170.0 1151 170.0 1329 147.4 1229 103.5 971 95.4 919 75.6 706 170,0 170.0 170.0 170.0 170.0 h� .� ^ .� 8 _ 88 ti .�.•. ti� .� .�• ^ .b'' .io .. � � �• �• .-. h f �� 8S li >i S� S. � :f" 0� 8 ti S� 8 g� >L a� �ffit S8 aQ a a a a�� a as a as a a a s a� a ao a a a a� as a ao ise .{gfr o rSr, � 7 5 i£ I S •= .,�2� g � � c� ?t ce ,If 'J' 9 3 B S 5 5 bA � is �� r,� _�� ce sC b3 5 � u g SS M 'GF' g '.�y f5 u �� �j 7� �� -5- � �� GG 25c ( Substrate GG GG� .� c K ". a i G K K .' E c 4 cc 2 c �� i � x "rt c�� M c ¢� 2 c �� i� � c � M 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 619 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 14681 170.0 52A 110.0 1735 17010 521 170.0 1983 170.0 521 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 877 170.0 1417 170,0 680 170.0 1700 170.0 680 - 170.0 1983 170.0 680 2287 170.0 680 583 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170,0 1170.0 747 170.0 1494 170,0 756 170.0 1793 170.0 750 170.0 2092 170.0 766 170.0 2391 170.0 758 012 170.0 9% 170.0 891 170.0 1116 170.0 754 170.0 1275 170.0 003 170.0 1434 170.0 837 176.0 1594 170.0 856 170.0 1913 170.0 861 _170.0 2231 170.0 861 170.0 25M 170.0 861 701 170.0 1063 170.0 797 170.0 1240 170.0 078 170,0 1417 170.0 944 170.0 1594 170.0 996 170,0 1771 170.0 1033 170.0 2125 170.0 1063 170.0 2470 170.0 1063 1160.8 2680 170.0 1083 745 170.0 1118 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170,0 1859 170,0 1122 170.0 2231 170.0 1169 166.7 2553 170,0 1171 1145.9 2553 170.0 1171 789 170.0 1169 170.0 903 170,0 1354 170.0 1002 170.0 1558 170.0 1086 170.0 1753 170,0 1155 170.0 1840 170.0 1210 170.0 2338 170.0 1275 ° 161.9 2437 170.0 1296 132.9 2437 110.0 1286 878 170.0 1275 170.0 1009 170.0 1488 170.0 1126 170,0 1700 170.0 1228 170.0 1913 170.0 1315 170,0 2125 170.0 1367 145.6 2184 170.0 1488 124.8 2184 170.0 1529 109.21 2184 170.0 1530 937 170.0 `1348 170.0 1080 170.0 1570 170.0 1209 170.0 1794 170.0 1322 166.1 19W 170.0 1421 148.6, 1960 170.0 1605 123.6 19W 181.6 1648 106.1 1960 154,0 1535 ' 92,9 1 1960 152.7 1631 170.0 987 170.0 1381 170.0 1116 170.0 1611 170.0 1250 170.0 1842 170.0 1369 152.7 1861 170.0 1,474 137.4 1861 183.1 1500 114.5 1861 147 1473 98.2 1861 139.6 1459 , 85.9 ' 1661 1 137.6 1454 170.0 1144 149.1 1398 156.0 1219 127.8 1398 136.0 1190 111,8 1398 121.3 1179 99.4 1398 110.2 1162 09.5 1398 101.6 1147 74.5 1398 89.8 1122 63.9 1398 82.7 1105 � 55.9 11398 1 T8.9 1096 161.6 105.6 97.3 76.8 43.7 646 44.2 1098 122,9 1229 127.E 1079 105.3 1229 111.2 1061 92.1_.1228 98.9 1044 81.9 1229 89.6 1029 73.7 1229 82A 1016 61A 1229 72.2 993 62.7 1229 65.9 977 46.1 � 1229 l 62.1 967 877 88.3 971 88.0 862 74.0 071 77.2 849 ' 84.7 971_) 68A 837 57.5 971 61.8 825 51.6 971 66.5 815 43.1 971 49.0 796 37.0 971 44.0 702 � 32.4 + 971 40.8 771 832 79.6 819 81.9 819 68.1 919 70.9 806 ~! 19 9 62.9 794 $3.0 010 56.7 704 47.7 919 61.8 774 39.7 919 44.8 756 34.1 919 40.2 742 29.8 1919 37.1 732 716 62.9 788 64.6 705 53.9 786 55.8 695 47.2 786 49.4 SW 41.9 786 44.4 677 37,7 786 40.5 668 31.5 786 34.9 653 27.0 786 3t0 641 23.6 1786 28.4 631 504 36-4 548 37.0 498 31.2 546 31,9 491 27,3 546 28,2 485 24.3 546 26.3 479 21.6 546 22.9 474 18.2 546 19.6 464 15.6 546 17.2 455 13.7 I 648 15.5 448 TABLE12B ANGLE CLIP (FIGURES 5&6) Filled CMU PTWood Metal 144" SS Eko 6116'Elco • 012 Steel 012 Steel MUST BE USED AnchorCepacity Table (Ibe) UKracco ( Substrate Screw (G5) Screw (G5) 2.7k Concrete 2-tt2 35k Canc. -IW IN PAIRS. Anchor Types 3(16' Elco U9racon V r Elco UKracon 6116' Elto 3116' Elco UKraccn AnchorCllp Pattema 354 lbs 740 lbs 374 lbs 664 lbs 946Ibs 3410s 442 lbs 560 lbs UBracon 605 lbs N/A Edge Distance pity 11 2-1f2" 1` 2412" 3 tir t" 2-ir2 WA 1022tbs Embedment (Inj 1314" 13'41 13!41 1.3(4' _ 21 1-1141 1-114' ( 2 Anchors ® 4.75' Mit O.C. i SlaWard or011sel Clip (Fig. 162)• 390 lbs 39D lbs 450 lbs 890 lbs 1644 lbs 270 Jos 1 280 his ( 4 Anchors @ 2.66" Min O.C- I Standard (or Onset) CUp (Fig. 3} 740 Ws 740 Rn 630 lbs 1485 Ibs 1424 IDs NIA 560 rbs ( 6 Anchors @ 1.71" Min O.C. / Standard (or Ousel) Clip (Fig. 4) 665Ibs j1050 TO 758 lbs 1946 lbs NIA NfA 705 tbs ( 4 Anchors @ T Mln. O.C. / (2) 2X5 Angle Clips r Pg. 4 780 lbs 7801os 680Ibs 1568 Ins IBM lbs 40 01 5601bs I 6Ancnors 0 3" Mm. O.C. l (2) AS Arnie CIPS 109 q 1170163 1170 lis 10201bs 2340 Its 2844 Jos 8101bs I 540 its it 3 Anchors ® 1.34' Mln. O.C. / U-CIIp, Inlo .125" Alum. (Fig. 4 NIA WA NIA WA NIA NIA WA ( 6 Anchors @ 0.64" Min. O.C. / U•Cllp, Into ,129' Alum. (Fla 8k N/A WA HIA WA NIA NIA WA 2Anchors @ 74 Min. O.CJ F -Clip (R¢ 4 370 lbs 370 lbs 315 Ws 743 lbs 712 rot NIA ( 280 On 3Anchors@I1.71'Min. O.0/F•C1ip(ft .10XI 443 lbs 525 lbs 379 lbs 973 lbs NIA NIA 1 353 ft NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: • • FIGURE 5: FIGURE 6: • • FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10: • • • • ANGLE CLIP (FIGURES 5&6) Filled CMU PTWood Metal 144" SS Eko 6116'Elco • 012 Steel 012 Steel MUST BE USED AggreGalor UKracco AggreGalcr Screw (G6) Screw (G5) Screw (G5) 1' 2-tt2 213 -IW IN PAIRS. TABLE NOTES: Hollow CMU Filled CMU PTWood Metal 144" SS Eko 6116'Elco 1/4' SS Elco 010 Sled 012 Steel 012 Steel tf4' Eko UKr3ton AggreGalor UKracco AggreGalcr Screw (G6) Screw (G5) Screw (G5) 1' 2-tt2 213 -IW T 0.48' 0.54' 0.324' 1-114" 1-114' 1114' 1-1/4" 2 1318' I-Wr varies 354 lbs 740 lbs 374 lbs 664 lbs 946Ibs 3410s 442 lbs 560 lbs NIA 605 lbs N/A 880 Wes WA 68203 885 lot 11201bs N/A 799 The N/A WA WA 1022tbs 1327 Its 16M Pis N/A 760 lbs 748 tbs 880 IOs 1892 lbs 682 0s 865 lbs 1120 lbs N/A 11401bs 1122)t)& 1320 lbs 28381bs IM211s 1327 Its 1 1680163 N/A WA NIA WA WA WA WA 1 (1073 toy NIA WA NIA WA WA NIA WA 2149 lbs N/A 348165 NIA 440 0s tVA 341 Ws 442 lbs 560 lbs 1 NIA 309 lbs NIA WA WA 511 Jos 6641173 840105 CIRCLED VALUES ARE USED iN THE EXAMPLE ON SHEET 24. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP ) X ( ANCHOR CAR,__) =ANCHOR CAP. MULLION CAP.,,,,,,,," USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT iS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 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. 2) LiNEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 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. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACi 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF ,125" THiCK. STEEL STUDS TO BEA MINIMUM GRADE 33AND -045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 &#12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S. .250"-- j - j 4.030" 2" X 4' X .25" MULLION �k �-Z o 60W p� U N ®ca W z co O F- W J W z 2 IY co LU o O h (0 V) J Z z (n W 3 8 "W J 0- v sZ U) r I•- J '- - Z Q rn o Nc Lf) z oho U) W e x QsC'4 z >U) U) s m0 �0 nO� rr� PRODUCT REVISED as complying with &he M BuildingCode Acceptance No E"irati t3aic By Mliatn Dade Product Caa1 t�lllillrfl/,, \�' .fit .•`I,tlds,, ' " No !;5705 ct U, s"fAl -EOF c,l; ........... ' NV A. LY�NrWLLER, P.E. FL P.E.# 58705 TABLE 13A Mullion Capacity Table (Iballe) # Opening Width (forvarticaly-spamling mtARons) or Opening Height (for horiaonieiy-sperving m11liors) 50 In 60 In 701n 80 in 901n 100 in 1 80 201n ' 1401n 1in Rectangular' Trap/Tdang. Rectangular Traprrdarlg. Rectangular Trap[Tdang. Rectangular Trap/rdong. Rectangular ltapRdang, Reclang4ar Tmpfrdang. Rectangular TrWrrlaag. Rectangular Treplydanil i Reclengular Treplydeng- z O _ Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Lowing 2x 6 X .26 uO o Alum. Tube y r n x ? 2r x r r F a ;r L 2 z ?^ 2 !i. -a. -s a s.. mr �. c s a a a. y v �.. u.. ti m. o.. a._ a s_ a a _ 013 s oig n ng "� ng is a� a cg qa ns." a qyg q� a MullionLO G LL U U 9 11 U V C7 V U V O U U v U V U U p [) U •p U 4 l'.1 f.1 ?�_ to 3 v Le s` r s� c oe oe cid O�G�la C� t� .2 L� ^ 1� S- : O iJ - m O m _ U P U U U P V U nn G CGU. ,N� U U �G 4� C, Q R' '9G G ?g C. 0 7 7� q �� c j0. C V 7 G- Imp �} ar = g C p 7� C� =S G y 0.Q'. R� fG f R- �G 6LL� G 4 "f G Q R• iG Q a' G Q� �,G Q K au a¢ G ¢1[L' 42G Q 0' $G W 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 068 170.0 506 170.0 092 170,0 579 170.0 1118 170.0 621 170.0 1240 170.0 521 170.0 1488 170.0 521 _ 170.0 1735 170,0 521 ' 170.0 1903 170,0 521 O W 481n 170.0 708 770.0 524 170.0 850 170.0 584 170.0 092 170-0 630 170.0 1133 170.0 681 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 1983 170.0 680 170.0 2207 170.0 680 LU 50.6251n 170,0 747 170.0 563 170.0 898 170-0 631 170.0 1048 170-0 684 170.0 1195 170.0 723 170.0 1345 1170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 170.0 2092 170.0 756 170.0 2391 170.0 756 541n 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 056 170.0 1913 170.0 861 170-0 2231 170.0 681 170-0 2550 170.0 861 LU o O 601n 170,0 885 170,0 701 170.0 1003 170.0 797 170.0 1240 170,0 870 170.0 1417 170.0 944 170.0 11594 170.0 996 170.0 1771 170.0 1033 170.0 2125 170.0 1063 170.0 2479 170.0 1083:570.0 2833 170.0 1063 � U) 63 h 170.0 930 170.0 745 170.0 1116 170.0 550 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 11859 170.0 1[122 170.0 2231 170.0 1169 170.0 2803 170.0 1171 170.0 2975 170,0 1171 -t 66 In 170.0 974 170.0 789 170.0 1169 170.0 903 170,0 1364 170.0 1002 170.0 1556 170.0 1086 170.0 1753 170.0 1155 170.0 1948 170.0 1210 170.0 2338 170.0 1275 170-0 2727 170.0 1286. 170.01 3t 17 170.0 1288 Z g m 72 in 170.0 7083 170,0 078 170.0 1275 170.0 1009 170.0 1468 170.0 1126 170,0 1700 170.0 1228 170.0 1913 170,0 1315 170,0 2125 170.0 1387 170-0 2550 170.01 1460 170,0 2975 170.0 1529 170.01 34 D0 570.0 1530 > 0 g s> If 781n 170.0 1122 170.0 937 170.0 1346 170.0 1080 170.0 1570 170.0 1209 170.0 1794 170,0 t322 170.0 2019 170.0 1421 170.0 2243 170,0 1505 1 829 70.0 2892 170.0 1 170.01 3140 170.0 1694 170.01 3589 170.0 1705 W -9 til J p 1[j2z 76 In 170.0 1151 170.0 967 170.0 1381 170.0 1116 170.0 1611 170.0 1250 170.0 1842 178,0 1389 170.0 2072 170.0 1474 170.0 2302 170,0 1584 170.0 2763 170.0 1700 170.0 1 3223 170.0 1T77 170.01 3883 170.0 1796 a V.4 J r r 90 In 170.0 1328 170.0 7144 1170.0 1594 170.0 1328 170.0 1859 170.0 1498 170,0 2125 170.0 1853 170,0 2391 170-0 1793 170.0 2858 170.0 1918 170.0 3108 170,01 2125 156.0 3413 470.0 2273 138.51 3413 170.0 2361-.1 I-- Q N O 961n 170.0 1417 170.0 1232 170.0 1700 570.0 1434 170.0 1983 170.0 1622 170.0 2287 170.0 1794 170.0 2550 170.0 1952 170.0 2833 170.0 2095 160.0 3199 570.0 1 2338 137.1 3199 166.6 2470 120.0 1 3199 156.1 2426'F p , o mry � 1081n 170.0 1594 170.0 1409 170.0 1913 t70.0 1647 170.0 2231 170.0 1870 170.0 2550 170.0 2076 164.6 2781 170.0 2271 148.3 2761 161.9 2333 123.6 2761 140.4 2281 105,9 2781 125.9 2234 02.7 2761 116.0 2190 6 h o� Fn N o 1111n 170.0 1836 170.0 1454 170.0 1068 170.0 1700 170.0 22M 170.0 1932 170.0 2621 170.0 2149 151.0 2832 162.3 2245 136.6 2632 148.4 2210 113.8 2632 128,4 2186 97.5 1 2632 115-1 21261 85.4 2832 106,3 2096 UJ X Y 1201n 170.0 1771 170.0 1586 170.0 2125 170.0 1659 154.4 2252 159.9 1991 135.1 2252 141-4 1964 1201 2252 127.2 1936 108.1 2252 116-1 1915 90.1 2252 09.8 1 1072 77.2 1 2252 68.9 1836 07.6 2252 61.4 1806F`_ X > � 1441n 125,1 1564 126.6 1445 104.3 1584 108.1 1425 89.4 1584 91,5 {407 78.2 1564 80.7 1390 89.5 1584 723 1373 628 1584 85.7 1358 52.5 15&9 58.011330 44-711584 49.2 5305 39.1 1584 44.4 12831 Q N z o c (n U) m TABLE 13B ANCHOR CAPACITY ADJUSTMENT FORMULA: a O >O 1% AnchorCapacltyTablepba) ANCHOR CAP.,", r„ _ I Substrate: 2.7k Concrete 3.5k Cone. HollewCMU Filled CMU PT Wood Metal (DP ) X ANCHOR CAP. _ is 5 5116' Elco 114" SS Elco 5116" Fico 114" SS Elco &10 Steel 1112 Steel #12 Sled MULLION CAP.,,�",,,ae Anchor Type: 3/18' Elco U{tracon t/4" Elco UlUaeun 3116" Ebo Ullracon 1/4' Elco Ultracon "ANCHOR Ultraeon A reGator Ullracon A reGalor Screw G5 Screw G5 Screw (GS) USE THIS FORMULA TO OBTAIN THE AnchorCllpPattema 99 � ( ) ( ) Edge Dletance (in): 1' 2-12' t" 2 -VT 3-118' 1• 2-12• 1 2-1[W 2' 3.118• 2' 0.48' 0.54' 0.324' CAPACITY REQUIRED" CORRESPONDING TO AN Embedment tiny 1-314" 1-314" 1-314" 1.314" r 1-1/4' 1-114' 1-114' 1-114" 1-1/4" t-114• z• 13/8" 1-3/8' vides ACTUAL PRESSURE REQUIREMENT FOR THE ZAachors®4.75'MIn.O.C,/Standard or Offset Gip(Fig.1a2y 39010s 390 The 450bs 890 lbs 1"4 The 270 lbs 280 lbs 3541bs 740 lbs 374 lbs 684 Itis 946 ft 341 Iba 442 lbs 560 Itis OPENING, WHEN IT IS LOWER THAN THE MULLION 4 Anchors. ® 4.86" Mtn. O.C. 7 Standard (or Offset) Clip (Fig. 3y 780 Iba 7801bs 900 Iles 1780 lbs 3232 tbs 540 lbs 560 ilea 708 IDs 1480 lbs 748 0xi 1272 Itis 1892Ibs 652 lbs 685 lbs 1120 lbs CAPACITY (FROM THE TABLE) OF THE SELECTED 8 Anchors ®1.71" Mh O.C. I Standard (or Offset) Clip (Fla. 4y 1160 Itis 1400166 101016s 2595 The WA WA 940 lbs WA 1065 lbs WA WA WA 1363 lbs 1710 lbs 2240 Iba MULLION, IT WILL YIELD A MINIMUM ANCHOR 4 Anchors Q T Mtn. O.C, I (2) 2x5 Angle Clips I (Fig. 5y 780 roe 780 lbs 60ft 1560 lbs 1896%s 540 lbs 500 lbs WA 760 lbs 746 Ilia 880lb3 1892 Itis 682 ft 685 lbs 1120 lbs CAPACITY WHICH MAY BE USED TO QUALIFY j e Anchors 0 3• Min. O.C. t (2) 26 Angle Cops I (FIg. By 1560 iba 15601W 13601bs 3120 Iles 3792Ibs 1080 lbs 1120 tbs WA 1520 The 1496 b 1760 the 3784 lbs 1363 lbs 1770 les 2240 lbs ADDITIONAL ANCHOR OPTIONS FROM THE fI 12Anehors ® 1.5'Min. O.C. 1(2)2x5 Angle Cape I (Flu. 7y 1660 the 2100 lbs 1440 lbs 3780 lbs WA WA 1320 bs WA 1500 lbs WA WA WA 2D45 lbs 26M Iles 3360 lbs ANCHOR CAPACITY TABLE. PRC ucr REVISED 4 Anchors C 134' Min- O.C. I U -011p, Into .125" Alum. (Fig. 8). WA WA WA WA WA WA WA WA WA WA WA WA WA N/A 1430 Iba as complying with the Cl orkin 8 Anchors 0 0.64' Min. O.G. I U -Clip, hio .125" Alum. ft, 9): WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 2881 lbs F ---2.000"--i Builduig Code 2 Anchors Q 4.66' Min. O -CJ F -Clip (Fq- 10): 390 The 390 lbs 450 Me 890 les 1615lbs 270 lbs 280 lbs 354 lbs 740 lbs 374 The 636 Ilia 946165 341 les 4421bs 560 lbs j Acceptan. N. 4 Anchors Q 1.71' Mir. O.CJ FCUp (Fig- ity 590 lbs 7001bs 505 lbs 1298166 WA WA 470 itis WA 533 lbs WA WA WA 682 lbs 885 lbs 1120 lbs i 250' E imti Date s ��1 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS TH = STANDr%RD CLIP. By TABLE NOTES: j j FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE e: FIGURE 9-. :IGURE 10: :IGURE 111: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON % i i i iViiam' de Prn�rcl' C \ LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. / /i i IYNN gil��CQ • • . .. • i \����C'\1. /moi i 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.• �NSC- ;- • • • .. • % % 6.000• i 3 MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS j j = �=: •' 5370.5 - 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. i i !p fr' .: ��� � V ANGLE • • • s s • • • CLIP4 SPECIFICATIONS. i % 11f '• "� �p L SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 HOLLOW AND GROUT -FILLED I (FIGURES CONCRETE BLOCK UNIT CMU SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED / / / / , r\TG OF f - • • • • • • • • 5-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" MUST BE jr, \\L�: ' • • • • • • • • USED IN THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO %%//////////.%. _ _ �' )/o PAIRS. BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2'X 6'X.25" \\\` A. LYONr fJfILL�R, 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 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. - 1-266"-- r PilUCT R6VISGD SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. /� as complying widr the Fl Building Code 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. '�o-®'zt&, d2 Acceptance No � FIGURE 1: Acceppi'tenc Dat r Z' tion Mullion Capacity Table (lbse) Opening NdthHeight (for hodzonta*sparringmUllons) ® ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.116" By FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. Mi Dad. ca t II ANGLE CLIP MUST BE USED IN PAIRS.125" 4) SUBSTRATES. CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED � �� 1 ! I i 1111 <<F (for verlIcally-sparlNngrntAlons)orOpening 801n 901n loo In 120 In �� 0`� , - • . 1401n160 In ' ° 1.26'X 2.11' X .125' MULLION (INTEGRAL FIN MULLION) 501n Rectangular THE MATERIAL, #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S. 601n 70 In Rectangular TraprTriang. Rectangular TropnTriang. Reeiangular Treprrilang. Reotangular Traprrriang. Rectangular 'TrayTriang. Rectangular Trapri-dang. F Rectangular TFap/rriang- O 7.28" x 2.11" Loading Traprltlang. Loading Rectangular TreprTrtang. Loading Loading Loading Loading Loading Loading Loadlrg Loading Loading Loading Loading Loading Loading Loading Loading Loading cc o 2 9z U x.'126' Alum Tube Mull A. Nfmlat\\ P.E. ..u., ' %a g _a_...,d g g 0 8 ryp� 8 �p "p¢ 1R t3 A� _�qq JnSP �p8 r V G U V�j G VC Y� n8 ry8 V_{]� Y Gj V G VC V �i p t O15 8 CC�j CC16 L= tl 5'g� CC C.5 O_ �� Ny C j t V-.. C .0 O O F t G O t C L �.g '� 5cr, �� �.� r, UG p C Lt; h O �g Gu y F _O p 9� G O �B L O .jG C, si "3� N G �t co Y w� W d� �c et G ct f! Q¢ is G �c .mac is 4¢� �c N �c ¢ Ii Z 42 In 144.2 526 167.0 428 120.2 526 148.9 419 103.0 526 138.9 414 90.1 526 134.6 411 80.1 526 134.1 411 721 526 134.1 411 60.1 626 134.1 411 51.5 SM 134.1 411 i 45.1 526 134.1 411 W 48 In 96.6 403 106.0 333 60.5 403 94.7 325 Sao 403 86.4 320 60.4 403 81.4 317 53.7 403 79.1 316 48.3 403 78.6 314 40-3 403 78.6 314 34.5 403 78.6 314 � 30.2 403 178.6 314 50.8251n 823 362 91.0 301 66.6 362 79.3 294 56.8 362 71.9 269 61.6 362 672 288 45.7 362 64.6 264 41.2 362 63.6 263 34.3 362 63.6 283 29.4 362 63.5 283 'I 25.7 382 63,6 263 q W 541n 67.8 318 74.1 267 56.6 318 64.2 261 48.5 318 67.7 258 424 318 53.5 253 37.7 318 50.8 250 33.9 318 49.5 249 28.3 318 49.1 248 24.2 318 49.1 246 N` 21.2 318 49-1 248 � p 0 C I 601n 49.5 258 53.1 219 41.2 258 45.7 214 35.3 266 40,7 210 30.9 258 37.2 207 27.5 268 34.9 204 24.7 258 33.4 203 20-6 258 32.2 201 17.7 258 322 201 16.5 258 32.2 201 7) U O U) 63 In 42.7 234 45.6 2D0 35.6 234 39.1 185 30.5 234 34.7 192 26.7 234 31.6 189 23.7 234 29.4 186 21.4 234 28.0 184 17.8 234 28.6 183 1115.3 234 26.5 183 13.4 234 26.5 183 W 86 In 37.2 213 39.4 183 31.0 213 333 179 26.5 213 29.6 176 23.2 213 27.0 173 20.6 213 25.1 170 18.6 213 23.7 169 15.5 213 22.2 167 1 13.3 213 220 166 11.6 213 � 22.0 166 z (n 6 72 M 28.6 179 30.1 155 23.9 179 25.6 152 20.4 179 225 149 17.9 179 20.3 147 159 179 18.7 145 J3> � m W 76 In 24.3 161 25.4 140 20-3 161 21.6 137 17.4 161 19.0 135 15.2 161 17.0 133 J jE 0 U o Z 76 In 2Z5 152 23.6 133 18.6 152 19.9 131 16.1 152 17.5 126 Q >n r r H Z N r Q � O TABLE 14B ANCHOR CAPACITY ADJUSTMENT FORMULA: Q Z N ` Substrate 2.71c concrete Anchor Capacity Table Obs) 3.5K Cam. HoilowCMU Filled CMU PT Woo' MAS ANCHOR CAP.,,„ =ANCHOR CAP. --) (DP_) X (MULLION F- (/7 X 00o m o O Q� CAP- h° AnehorCllp Patterns Anchor Type Eko Ulinacm rc3116• 5116^ Elco 11m 4' SS Eko 66116"E"1f4' SS Eko #1D Sloe! #12 Sle.l if4' FJco Uilydc0n 3/16" Eko U)6acon 174^ Eke Ullrac UKracon AggreGator uUnacon Aggregator screw (t;:) screw (c5) #12 Slee] S[IeW (G5) USE THIS FORMULA TO OBTAIN THE "ANCHOR UJ n1 X Y Edge Dlstarce (int 1^ 2.12' 1• 2-1/2' 3 -Ire' 1• + 2-1/2• 11 2-12• 2• 3-11 2' 0.48' 0.54^ 0.324• CAPACITY REQUIRED" CORRESPONDING TO AN (/) N Embemrenl onl 1314• 1314• 13r4" 13/4' 21 1-114• I 1-114' 1-114' 1-v4• 1-1/4• 1-1/4• 2' 1-38^ 13+8• varies ACTUAL PRESSURE REQUIREMENT FOR THE U Q 4 Anchors 3' O.C. / (2) 2x5Ang]e Olps / (Fig. 11 760lbs 7eD lbs 6801be Min- i 1560IDs 18961% 540 Ids 5601bs It/A I 75D lbs 748 lbs Bao Its I 1802 lbs 602 lbs 8115 Ibs 143D lbs OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED Q a O U) Z m O s,o0 MULLION. IT WILL YIELD A MINIMUM ANCHOR r m� 3 CAPACITY WHICH MAY BE USED TO QUALIFY F ' N �� cc� 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. - 1-266"-- r PilUCT R6VISGD SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. /� as complying widr the Fl Building Code 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. '�o-®'zt&, d2 Acceptance No � FIGURE 1: Acceppi'tenc Dat r Z' tion 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. I ® ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.116" By FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. Mi Dad. ca t II ANGLE CLIP MUST BE USED IN PAIRS.125" 4) SUBSTRATES. CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED � �� 1 ! I i 1111 <<F CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED �� 0`� , - • . YELLOW SOUTHERN PINE WITH AN SG OF 0.55, ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF .125" STRUCTURAL STEEL TO BE AT ' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045- THICK (16 GAUGE). LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1.26'X 2.11' X .125' MULLION (INTEGRAL FIN MULLION) _ 'n`•: j�p, 58705 THE MATERIAL, #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S. •� OF �'/: t. '• 51HTL .• A. Nfmlat\\ P.E. FL P.E.# 58705 TABLE15A ANCHOR CAPACITY ADJUSTMENT FORMULA: Mullion Capacity Table (lbam") Ff9ed CMU 1 PT Wood Opening Width (for verticaiVspanring mtilions) or Opening Height (for horizontally-apanring motions) ANCHOR CAP--"-) (DP_) X ( ) =ANCHOR CAP.,, 174" SS Elco 1/4' Eko Ulfracon AggreGator 501n So In 701n So in 901n 100 in 1201n 1401n N 1601n MULLION CAP.,",,,,,,,, USE THIS FORMULA TO OBTAIN THE "ANCHOR Rectangular Traprniang. Rectangular Trap/111eng. Rectangular Trapfrdang. Rectangular Trap/rrlang. Rectangular TYWrkfang. Rcetaregar Traplli(ang. Rectangular TropMang. _ Rectangular Ttep(rriong_ Rectangular 7iaWtiang. 3.25" 30 Losding Lowing Loading Loading Loading Looding Loading Lootinng. Loading Loading Looting Loading Loading Looting Loading Looting Loading Looting 1-114' i 2' 1-376- 1-318" varies BAYMULL a Yds a aB c� a a$ n 0° n oii $ n. CL n a n. `� n.2 o a. 0 n o8 v� v 3$ 3c3rg 3$ d c'3 c3 �� �_ S cF3 t3$ 3 c3E v &� �r _ o o ���I, `d c o`._ �� �• �� a`� �~ 4 ��% `o �L+ `o- _�+� �• rd �r� o o `�J `o - o 75 S c `o •�'�J $- �� o `1 e- L� ,C .0 L L L L �.r t ,c G 3 .g •9 L --. c L .4 .c c L L -5 _ L g > $ " moo' $ Q y g �� �.ii 3•'u " u v •� u g �$ o �$ " 3 " g v 113"- �r§ 9_ d`rc �o dr g tilt da :� °� arae d` 421n 170.0 620 170.0 435 170.0 744 170,0 478 170.0 668 170.0 506 170.0 992 170.0 519 170.0 11116 170.0 521 170.0 1240 170,0 521 170,0 1468 170,0 521 170.0 1735 170.0 621 149.1 17406 170.0 521 48 N 170.0 708 1170.0 524 170.0 850 170,0 684 170.0 092 170.0 630 170.0 1133 170.0 661 170.0 1275 170-0 677 170.0 1417 170.0 880 152.2 1622 110.0 880 130.5 1522 170.0 680 ' 114.2 11522 170.0 680 50.625 in 170.0 747 170.0 563 170.0 886 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 164.2 1443 170.0 756 136.9 1443 170.0 766 117.3 1443 170.0 756 1028 1443 170.01 756 64 In 17(1.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 W3 1160.4 1353 170.0 837 144.3 1353 170.0 856 120.3 1353 170.0 861 1103.1 1353 170.0 861 i 90.2 1 1353 1 170.01 WI 601n 110.0 685 170.0 701 170.0 1063 170.0 797 167.0 1216 110.6 678 146.1 1218 170.0 944 129.9 1216 159.8 936 116-9 1218 152.1 924 97.4 1218 146.1 913 83,5 1218 146.1 813 73.1 + 12101 148.1 1 913 631n 170,0 930 170,0 745 170,0 1116 170.0 650 1501 1160 168,8 933 131.4 1150 153.0 814 116.8 1150 141.9 898 105.1 1150 134.2 685 87.6 1150 126.7 871 76.1 1150 126.2 670 65.7 1 11601 126.2 670 661n 170.0 974 170.0 769 152.4 1045 165.8 881 130.6 1046 146.6 664 114.3 1046 133,1 650 101.6 1046 123.4 839 91.4 1048 116.6 830 76.2 1046 109.4 82t - 65-3 1048 108.2 at$ 57.1 1046 108.2 816 72 In 140,8 680 147.9 764 117.4 860 126.0 748 100.6 860 110.6 734 6&0 880 100.0 722 78.2 880 92.0 712 70.4 880 86.2 703 58.7 800 79.2 693 60.3 860 76.6 666 1pS 44.0 860 76.4 686 761n 119.7 790 125.1 690 99.6 790 106.4 678 65.5 790 93,3 663 74.6 790 83.9 652 66.5 T90 76.9 643 59.9 790 71.7 635 49-9 790 65.1 624 42.6 790 62.1 619 t 37. 61.5 61T 7a in 110.8 750 115.5 657 92.3 750 98.1 644 79.1 750 85.9 032 692 750 77.1 621 61.6 150 70,6 612 55.4 750 65.7 605 46,2 750 59.4 594 39-6 750 56.2 688 RR 34.6 750 65.5 686 901n 72.1 563 74.4 600 60.1 663 62.9 491 51.5 563 64.8 483 45.1 583 48.9 475 40.1 663 44.4 468 36,1 563 40.9 462 30.0 663 36.2 452 26.8 563 33.3 445 22.5 ' 563 31.6 442 96 In 69.4 495 61.1 443 49.5 495 51.5 435 42.4 495 44.8 427 37.1 495 39,9 421 33.0 495 36.1 415 29.7 495 33,2 409 24.8 495 29.1 400 21.2 495 26.6 394 pppq 18.6 1 495 25,0 390 login 41.7 391 42.6 353 34.8 391 35.9 348 20.6 391 31.1 342 26.1 391 27.6 337 232 391 24.9 333 20,9 391 22.8 328 17A 391 19.T 321 14.9 391 1T.8 315 � I 111 In 36.4 370 39.2 335 32.0 370 33.0 330 2T.5 370 20.6 325 24,0 370 25.3 320 21.4 370 22.8 316 19,2 370 20-9 312 116.0 370 18.1 305 1201n 30.4 317 30.9 269 25.3 317 26.0 284 21.7 317 22.$ 280 19.0 317 19.9 276 16.9 517 17.9 273 1 144 In 17.6 220 17.8 203 TABLE15B I Anchor Capacity Table Obs) Substrata 2.7k Concrete 3.5k Cone. Anchor Type: 3/16' Elco Ultracon 174" Elco UOracon 5116' Elco 3(16• Elco Uitracon AnchorCOp Patterns ultracon Edge Distance (Iny 1" 2-112" 1' 2-12' 3-118' 1" J 2-1R' Embedment (for 1-314" 1-314' 1-314• 1-314" 2" 1-1/4" 1 1-1/4" 2 Anchora @ 5" Min. O.C. I (2) 2x5 Angle Clips I (Fig. 11 : 3901bs 390 lbs 450 lbs ego lbs 1700 Ibs 27ditis I 280 lbs 4 Anchors @ 3.5" Min. O.C. /(2) Nb Angle Clips/ (Fla. 2j: 780 lbs 7801b3 790 His 1670 Ilia 25251bs 54011% J 560 Ibs 6 Anchors Q 2.71" Min. O.C. / (2) 20 Angle Clips 7 (Fig. 3t 1120 lbs 1120 ilia 958 lbs 2246 lbs 2254 ft WA ( 640 lbs FIGURE 1: •11 • FIGURE 2: • •11 s • FiGURE 3: ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLE NOTES: 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. 2) LiNEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 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. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACi 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MiNiMUM OFA 25' THICK. STEEL STUDS TO BE A MIN IMLIM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 30' BAY MULLION 3.250" lC7 N `o m W O 11 W W � 2 X.§ to W o 0 m M }- 1/7 r9 --,i U J _ t2z d r z Q Q .O Q fT) Z F- W m (n U1 m (D 0= o v !Y0 B .M ¢ Z O O c �m m0 TO K-3 PRMUCT REViSED as complying with the Fimidiii Building Code Aceeptance,M d�'�i�•®� apirttfiwl Datc ' By Mi Dade PrOrhlc! \\11117!(1 _• �. i,lo. G8705 �_. 1� tATFior ........... `N, A. LAM MIL6R, P.E. FL P.E.# 58705 ANCHOR CAPACITY ADJUSTMENT FORMULA: Hollow CMU Ff9ed CMU 1 PT Wood Metal ANCHOR CAP--"-) (DP_) X ( ) =ANCHOR CAP.,, 174" SS Elco 1/4' Eko Ulfracon AggreGator 5116" Eleo UBracon 1/4' SS Elco 010 Steel 012 Steel Allpre0ator screw (G5) Sorew (G5) 012 Steel screw (G5) MULLION CAP.,",,,,,,,, USE THIS FORMULA TO OBTAIN THE "ANCHOR 1" 2-irT 2' 3-1I8" 1 2" 0.49' 0.54" 9.324' CAPACITY REQUIRED" CORRESPONDING TO AN 1AM" 1.1/4• 1-1R" 1-114' i 2' 1-376- 1-318" varies ACTUAL PRESSURE REQUIREMENT FOR THE 354 lbs 740 fba 374 lbs 720 lbs + 948 Ibs 341 ibs 4421ba 56o los OPENING, WHEN )TIS LOWER THAN THE MULLION NIA 1120 lbs 748Ibs 680 lbs i 1892 His 6821bs 685 ibs J 1120 lbs CAPACITY (FROM THE TABLE) OF THE SELECTED WA 105911bs NIA 1320 lbs i WA 1022 lbs 1327 los 1 16N Its MULLION. IT WiLL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAYBE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 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. 2) LiNEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 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. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACi 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MiNiMUM OFA 25' THICK. STEEL STUDS TO BE A MIN IMLIM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 30' BAY MULLION 3.250" lC7 N `o m W O 11 W W � 2 X.§ to W o 0 m M }- 1/7 r9 --,i U J _ t2z d r z Q Q .O Q fT) Z F- W m (n U1 m (D 0= o v !Y0 B .M ¢ Z O O c �m m0 TO K-3 PRMUCT REViSED as complying with the Fimidiii Building Code Aceeptance,M d�'�i�•®� apirttfiwl Datc ' By Mi Dade PrOrhlc! \\11117!(1 _• �. i,lo. G8705 �_. 1� tATFior ........... `N, A. LAM MIL6R, P.E. FL P.E.# 58705 TABLE 16A Mullion Capacity Table (]bode) Opening Width (for iretUoalVspamirg millions) or Opening Halght (for hodwrltalVoparlr9ng mullions) 501n 601n 70 in 80 in 901n 100 in 120 In 140 to 1601n Rectangular TrepRtlang. Rectangular Traprrdang. Rectangular 7tap/7ttang. Rectangular i)ap/Tdang. Rectangular Troprrliang. Rectangular Treprrdan0. Rectangular Trap/Tdang. Rectangular Treprrdeng. Rectangular Tmpfthang, 3.26" 46 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loadng Loading Loading Loafing loading Loading Loading Loafing I Loadng pD/�EG.AL s u .� -'u ,-. .. •s 6 � IBAYMULL q q q I a q q o „ •s'�.. ., a Z.- •s '� .. 'U 3 .-. ` ,� v '�,. O N q q N H7 q q W q q W q q ._ q a ,.. .-. . W q W a a$$...g tq G q q q q --• G n �n n G W G W q G q G q G q q ti Uv G �� G c°� Vv v Uv v v ti Uv C ci ti Uyy U Uv i3 a U ci Vv c3 ` 3 o v coic_i C0`i9o W MfMd� s� �o c�C ni 4 7 K :9 12 iG H �A �a is K¢ � K �ga K 42 in 176.0 620 170.0 436 170.0 744 170.0 478 170.0 668 170.0 508 170.0 992 170-0 519 170.0 Ille 170.0 521 470.0 1240 170.0 521 170.0 1488 170-0 521 170.0 1735 170.0 521 j160.3 1671 170.0 524 481n 170.0 708 170-0 $24 170.0 050 170.0 584 170.0 99Z 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 67T 170.0 1447 170.0 880 163.7 1637 170.0 680 140,3 1637 170.0 650 ' 122.8 1637 1170.0 880 50.625in 170.0 747 170.0 583 170.0 8% 170.0 831 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170,0 1494 170.0 756 147.1 1552 170.0 750 126.1 1552 170.0 756 110.4 1552 170.0 756 54 in 170.0 797 176.0 612 170.0 956 170.0 691 170.0 1118 170.0 754 170.0 4275 170.0 803 170.0 1434 170.0 837 155.2 1455 170.0 856 129,3 1455 170.0 861 110.8 1455 170.0 861 97.0 1455 170.0 861 601n 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170,0 878 157.1 1309 170.0 944 139.7 1309 170.0 996 125,7 1309 163.5 094 104,8 1309 157.1 982 89.8 1309 157.1 982 78.6 1309 157.1 982 631n 170.0 930 170.0 745 170.0 1116 170.0 850 162.9 1247 170.0 940 142.5 1247 164.6 983 128,7 1247 152.8 985 114.0 1247 144.3 952 95.0 1247 136.2 938 81.4 1247 135.7 935 71.3 1247 135.7 935 W in 170.0 974 170.0 789 170.0 1189 170.0 OW 148.4 1190 183.7 965 129.9 1100 147.9 945 115,4 1190 136-5 928 103.9 1190 128.4 914 88.8 1190 119.5 698 74.2 1190 118.1 893 64.9 1190 118.1 893 C721n 161.8 1010 169.8 877 134.7 1010 144.6 859 115.4 1010 127.2 842 101.0 1010 114.7 828 89.8 1010 105.6 817 80.8 1010 08,9 807 67,3 1010 90.8 795 57.7 1010 87.8 Igo so .5 1010 87.7 769 781n 137,4 906 143.6 792 114.5 906 122.0 775 98.1 906 107.1 781 85.9 906 96.2 749 78.3 908 88.2 738 88.7 906 82.3 729 57.3 906 74J 716 49.1 008 71.2 710 42.9 06 170.6 708 781n 127.1 881 132.5 754 105.9 861 112.5 738 90.8 801 98.6 725 79.4 881 88.5 713 70,8 861 81.0 703 83.e 661 75.4 694 53.0 861 66.1 661 45,4 881 64.5 675 j 39.7 861 63.7 672 Win 82.7 846 65.4 574 68.9 846 72.1 $61 59.1 648 62.9 554 61.7 646 56.1 545 45.0 648 50,9 537 41.4 648 47.0 530 34.5 648 41.5 519 29.5 648 38.2 511 1) 25.9 648 35.5 507 961n 68.2 568 70.1 508 56.5 568 59.1 499 48.7 568 51,4 491 42.8 566 45.8 483 37.9 588 41,4 476 34.1 588 38.1 470 26.4 588 33.4 459 24.3 Sell 30.5 452 21,3 568 26.7 447 1081n 47.9 449 48.9 405 39.9 449 41.2 309 34.2 449 3S,7 393 29.9 449 31.7 387 26.6 449 28.6 382 23.9 449 26.1 377 20.0 449 22.7 368 17.1 449 20.4 361 15.D 449 16.9 356 ill In 44.1 425 45.0 385 36.6 425 37.9 379 31.6 425 32.8 373 27.6 425 29.1 387 24.6 425 26.2 382 221 425 24,0 358 18-4 425 20.7 350 15.8 425 18.6 343 1201n 34.0 364 35.5 331 29.1 364 29.8 326 24-9 364 25.8 321 21.8 364 228 317 19.4 364 20.5 313 17.5 364 18.7 309 1441n 20.2 253 20.4 233 16.0 253 17.1 230 TABLE 16B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Capacity Table (lba)/ PT Wood ANCHOR CAP.,�`, ,� (DPS, ) X d ) =ANCHOR CAP.,, Substrale: 27k Concrete 3-5k Cono. Hollow CMU Fled CMU Metal `MULLION CAP.,m„r„t Anchor Clip Patterns AncbwType; 311W311W Elco o Elco U1Vacon 1/4' Eko Ullrecon 114' SS Eko 5/18' Elco 114" SS Elco #10 Steel #12 Steel 5116' Ek3116 tAUacon U4" Elco UlUecan ` UlUxon AggreGalw USmcon Ap9reGeiw Screw (65) Screw (G5) #12 Steel straw (GS) USE THIS FORMULA TO OBTAIN THE "ANCHOR Edge Miance (In): V 2-112' 1' 2-10 3-118" 1" 2412' 1" 2 -VT 2' 3-116" 2' 0.48" 0,54" 0-324" CAPACITY REQUIRED" CORRESPONDING TO AN Embedment (m), 1.314" 1-9(4' 1-314" 1-314` T 1-1147 1-114' 1-114" 1-114• 1-114' 1-V4" 2" 1.3tr 1.3/8' Serres ACTUAL PRESSURE REQUIREMENT FOR THE -- 2 Anchors Q 5" Min- O.C.1(2) 2x5 Angle Clips / (Fig. 1): 39016s 390Ibs 450 lbs 890lb3 1700 lbs 270 IM 280 lbs 354 We 740 lbs 374 lbs 720163 946 IM 341 IDs 442 ft 560 ros OPENING, WHEN IT IS LOWER THAN THE MULLION 4 Anchors C 3.5` Min. O.C. / (2) 20 Angle Clips / (Fig. 2i: 784D lbs 7aO ba 790 lbs, 1870 lbs 2525 lbs 540 ft 560 lbs WA 1120 )bs 748 lbs 500 lbs 18921bs 502 lbs 085 )be 1120 bs CAPACITY (FROM THE TABLE) OF THE SELECTED 6 Anchwe Q 2.71" Min. O.C. r (2) WAngle Clips / (Fig. 3): IUD lbs 1`120 Itis 95816s 2248 IW 2254 ft WA 840 @s WA 1059 (bs WA 1320 lbs WA 1022Itis 1327 (bs 1860 rbs MULLION. IT WiLL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: TABLE NOTES: • • 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, 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WiDTHS iS ALLOWABLE. FIGURE 2: 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. .125" 45' FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED 3,250" 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-T5 AND BE A MiNIMUM OF THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT 45' BAY LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION • • THE MATERIAL. #10 &, #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. PRODUCT REVISED as complying wiEh 9w Floridz iluilding Code E'rail 0n Date ! By Miarri do product '%�•!`�'•• �'r.o(tiv!'.••-SCS:,= A. LYNN/iyII LEE. FL P.E.# 58705 " 1 1.000" r �; -.125" 2.000" $ ' 125" 1 -^ 1.000" ---•i--.125" 2.000" ' -375" ! 2.7.50" _ _ -375" I 1.000" p- 2.750" % ---.125" j 611• 'A r1_aoo"-I 3.126", -'-J25" rrte�' -� 500" _ %LjGj I-1.zso-J-I ---- -•-.125" 3.138" ' 265" -�L<��ff�� 1.266"--1 5 ---.125" 2.116' � (� ' 125" I L .900"dI I VX 2" X -125" MULLION 6063-T6 ALUM. X -SECTION 1" X T X.375' MULLION 6063-T6 ALUM. X -SECTION VX 2.75" X.375" MULLION 6063-T6 ALUM. X -SECTION V X 2.75X.650" MULLION 6063-T6 ALUM. X -SECTION VX 3.125" X .5" MULLION 6083-T6 ALUM. X -SECTION 1.25"X 3.186" X .285" MULLIO 6063-T6 ALUM. X -SEC TION 1.26'X 2.11" X .125' MULLION 6063-T6 ALUM. X -SECTION S i I STANDARD CLIP 6063-T6 ALUM. 2.0)0" I X SECTION rA25" - 5.500" 3.125" CUT HERETO 375" _375" I V - _ CREATE F -CLIP. SEE MIN. MIN. r DETAILF,SHEET4 r ---------i 1 r------- iI 1 -'"7 A I I I I L- -----J I L -------J 9 STANDARD CLIP 6063-T6 ALUM. /CENTER OF ANCHOR HOLE MUST LIE TOPVIEW WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O -C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116'. 5.500' 375" .375".MIN. MIN. r I 1_ r ---- -------I------------- I 1- I I i I I 1 I I I O I I I I 1 --------- --------- OFFSET -------J OFFSET CLIP 125"-- 6063-T6 ALUM, � TOPVIEW I 2.125" U -CLIP I 6063-T6 ALUM. X -SECTION 125"1I � -t .740" I .338" MIN. A 1 U -CLIP j 6063-T6 ALUM. 1 TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/161. i 2X5 ANGLE CLIP 6063-T6 ALUM. 2.030" ; X SECTION , r 125" P E.000" 375" MIN-] r-------------- A - I -------- -- -- `ZOA - ---- -------- 2X5 ANGLE CLIP 6063-T6 ALUM. TOPVIEW ER OF ANCHOR HOLE MUST LIE WITHIN THE ED BOUNDARY. SEE SHEETS 5-17 FOR RTHE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1/16". TABLE B Dimension Value (in)� For Mullion: A PGT Part# Mull Dimension (sheet#) Mullion I Std. Clip Offset Cllp U -Clip Angle Clip 1" X2" X.125" (5) 66605 666113M 6661118M - 666243M 666511M 1" X2" X.375" (6) 666006 666114M 6661119M 666244M 666512M 1" X 2.75" X.375" (7) 66607 666115M 6661120M 666245M 666513M 1" X2.75" X.650" (8) 66608 666116M 6661121M 666246M 666514M 1" X3.125" X.500" (9) 66637M 6661116M 6661114M 666242M 666515M 1.25" X3.188" X.265"(lC> 66641M 6661117M 6661113M 666241M 666516M 1.26" X 2.11" X. 126' (18) 69370 N/A N/A N/A 666517M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 5-20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS & ANCHOR O.C. DISTANCE. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE A Dimension Value (in)� For Mullion: A 1.625 1" X 2" X .125" B 2.654 Aluminum C 0.895 Tube Mullion D 0.740 A 1.125 B 2.404 1" X2" X.375" Aluminum If C 0.635 Tube Mullion D 0.490 A 1.875 p B 3.000 1" X2.75"" X C 0.757 .375 Aluminum D 1.118 Tube Mullion E .450 Min. A 1.312 1" X 2.75" X B 3.000 .650" C 0.476 Aluminum D 0.836 Tube Mullion p A 2.000 1 X 3.125' X B 2.637 -500" Alum C 0.863 Tube Mull i D 1.137 A 2.625 - X3.188 B 3.262.25" X.265" Alum C 0.862 Tub® Mull D 1.762 1.26" X2.11" X A 1.813 .121" Alum Tube Mull LL O o w sx LL u� w O W :D 7C Q D' o U) LLL OO - F- F - Z) I- O J Z) Z z LU m _ 8 1L v s"W �Z J 1L Z Q Q N O ire ZN�0000 1J O Y D_ FL J oJ) 07 Q Q o 0 �z Z- Cn V7 m0 p m e ' ?RMUCT REVLSBD as complying with QW Fladft Building Code AccepcanceAlo �• 3 picali Dale By NPian Dade Product Lid �'xi V- A. LYNNIIyI�-I �PF@;�.E. FL P.E.# 56705 --j 1.000" f- -j 1.000" `-- 1.062"I .063" .385" S III I 125" ,062" ANCHOR O.C_ DISTANCE MAXIMUM ANCHOR 69364 .062" ; S 1" X4' X.375" "T (11) 1 .438" 5.000" i 4.010" 4.000" 4.0)0' F - 2.625" -1 _- .375" G 1.000 ' .125"---•�--- i % ANCHOR HOLE I I MIN. MUST LIE WITHIN I I 3.187 .375"375" G 1" X 4" X .125"� 1"X 4"X.375" VX 4"X _375" MULLION MULLION 'T" -MULLION 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM, X SECTION X SECTION X -SECTION 0.750 ANCHOR HOLE H -1.250" I DIAMETER: --1.250" 3.250 all 1 .a a.: 3.p4' 3.250" = 3.250" - -- - .100" � c : �--.100" .100" .100"-� 0. " -.624" ►1 .820" F-- --1 .820" 1-- 1.25" X 3.25" X.100" 1.25"X 3.25" X.624" 1.25" X 3.94" X.624" MULLION MULLION MULLION 6005-T5 ALUM. 6005-T5 ALUM, 6005-T5 ALUM. X -SECTION X -SECTION X -SECTION 2.661" 1.377"---A 125" 11� .125" 30' 5045' BAY MULUO 30° BAY MULLION6063 T6 ALUM6063-T6 ALUM. X -SECTION X-SECTIONI .228"-1 .226'-F T , i 2.000" I '--125" STANDARD CLIP ! S 6063-T6 ALUM, Mull Dimension X -SECTION III I 125" .740" .125" I i 2.125" 606 U -CUP { X -SECTION 125"r 5.500" CUT HERETO .375"� 3.125" _ CREATE F -CLIP, SEE I 375" MIN, ( I DETAIL F, SHEET 4 I I 1 I I I I I I I I I I 1 I I I I I I I I I I 1 1 I I t I I I 1 L ------J rI __ L CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-20 FOR THE ANCHOR O.C. \,DIAMETER: AXIMUM ANCHOR HOLE NCHOR DIAMETER+ 1/16". 5.500" MMIN I 1 I I I I I I F I I I I 1 STANDARD CLIP 6063-76 ALUM. TOPVIEW r.375" I I I f I I I I I I I I 2.250" I I I I I O II i H - --------- I I 1 I I I I I I I I I I NOTES: 1) HOLES TO BE DRILLED W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 5-20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. G OFFSET CUP .125'- 6063-T6ALUM. TOPVIEW 740" 11 --11--.125' 2.000" 2X5 ANGLE CUP 606ALUM. X -SECTION 125' i CENTER OF ANCHOR HOLE MUST LIE WITHIN THE Mull Dimension DASHED BOUNDARY. SEE SHEETS 5-20 FOR THE (sheet#) Mullion ANCHOR O.C_ DISTANCE MAXIMUM ANCHOR 69364 V X4" X.375" (11) HOLE DIAMETER: ANCHOR DIAMETER +1N6'. 1" X4' X.375" "T (11) 1 66853 5.000" i 20160 375° q F - MIN_ -1 _- .375" G 1.000 ---�CENTER OF i --------- ----------- i -.375" ANCHOR HOLE I I MIN. MUST LIE WITHIN I I 3.187 THE DASHED G 0.757 BOUNDARY. SEE H 2430 LJ LJ SHEETS 5-20 FOR- - -~- -� THE ANCHOR O.C. 01- 1 3.000 DISTANCE. I F 2250 MAXIMUM I 1 I 0.750 ANCHOR HOLE H 1.500 I DIAMETER: 1 3.250 I ANCHOR---------- 1 ---- 4- DIAMETER + 1116'.------ TABLE D Mull Dimension U -CLIP (sheet#) Mullion 6063-T6 ALUM. 69364 V X4" X.375" (11) TOPVIEW 1" X4' X.375" "T (11) 1 66853 TABLE C 20160 1.25` X3.25" X.624' (14) Dimension Value (In) For Mullion: F - 3.687 I 30 Degree (19) G 1.000 .125" H 2680 Aluminum 1 3.000 Tube Mullion F 3.187 1" X4" X G 0.757 _375" H 2430 Aluminum 1 3.000 Tube & "r F 2250 1-25"X3.25" G 0.750 X.1001 H 1.500 Aluminum 1 3.250 Tube Mullion TABLE D Mull Dimension F (sheet#) Mullion 1" X 4' X .125' (10) 69364 V X4" X.375" (11) 66610 1" X4' X.375" "T (11) 1 66853 1,25" X3.25' X.100' (13) 20160 1.25` X3.25" X.624' (14) 20161 1.25" X3.94" X.624'(15) 20162 I 30 Degree (19) 66649 45 Degree (20) 66650 TABLE C, CONT. Dimenslon Vatue (In) For Mullion: F 1.936' 1.25' X3.25" P G 0.500 X.624" H 1.438 Aluminum I 3.250 Tube Mullion C F 2.625 1.25"X3.94' G 1.125 + X.624" H 1.500 Aluminum 1 3.250 j Tube Mullion I F 2,813 130* Bay Mull I F 2.875 45' Bay Mull POT Part# Sid. Clip I Offset Clip U -Clip Angle Clip 666111M 6661122M 666241M M518M- 666112M I 6661123M W242M 6W519M 666112M 666l123M 666242M W6519M 6661127M 6661124M 6662410M 6665115M 6661128M 6NI125M 6662411M 6665116M 6661117M 6W1 126M W241M 666517M WA WA WA 6665110M NIA NIA ) NIA 6665111M 2X5 ANGLE CLIP 6063-T6 ALUM. TOPVIEW s� W U LL U-) N Z � O U) C A G CO U) 0 O Z co � Z � Z W d m ® nUj Q Q Z N O Z m 00 o � Q5 �opr ZN o 0 W O Y Y J to U) Z O 0 g m0_n m o in o� 9--3 'F�- ;-'UCT RE VI SED v complying with the Florida Building Code ' ®� �'/>�l� " Acc.ptmice M P piri Da ByMmd.) o duct A�n. 513705 S` TE �r HCl A. L N/"II �414 R FL P_E. 58705 TABLE E - — + 3.438" Mull Dimension I PGT Part# I (sheet#)- I Mullion I Std. Cilp U -Clip Angle Clip ---.125" '66602 6111261M (1116271M 6665112M I 2!'X6" X.25" (17) ` 66604 ` 666262M 666272M 6665113M I STANDARD CLIP 2.000" ( i 6063-T6 ALUM. NOTES: X -SECTION 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING I .125" DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. .......................... DISTANCE. MAXIMUM ANCHOR HOLE 2) SEE SHEETS 5-20 FOR SUGGESTED, APPROXIMATE DIAMETER: ANCHOR DIAMETER + 1116"- HOLE LOCATIONS. ---1.490" 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. w W 2.000" j 4.0 )0" .250" -^% % 2 MULLION " 63-T6 ALUM. j 6 X SECTION .250" 6.070" 2"X 6"X.25" MULLION 6063-T6 ALUM. X -SECTION 3.500" CUT HERETO CREATE F -CLIP, 375" .375" _ SEE DETAIL F. MIN, I SHEET4 —L -MT -I r--------- ---------------- I I i I I I I I I I I I I I � I I I I I I � I I � I 1 I L --------------- I -- -I ZI L- _ STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE 6063 -TB ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 5-20 FOR THE ANCHOR O.C. \DIAMETER: AXIMUM ANCHOR HOLE NCHOR DIAMETER + 1116". 5.500" CUTHERETO 375"00" ( CREATE F -CLIP, _SEE DETAIL F, MIN. r SHEET4 I I I I ' I I ' I I I I ' I I I I I I I ' I I � I I ( I I I I i I I I I I I I I I I I I I I I L --------- ---I--- _--------J STANDARD CLIP 6063-T6 ALUM. TOP VIEW ' U -CLIP 6063-T6 ALUM. 2.125" % X -SECTION y I 125" f,,,> A q 375" ---i-T I 3.418" - — + 3.438" N I -CLIP, 6063-T6 ALUM. /CENTF,ER R 2'X 4" MULLION, SHEET 16 TOPVIEW ANCHOR HOLE MUST LIE i i DASHED BOUNDARY. SEE =" O uz 0.Y K 6 o Z z v SHEETS 5-20 FOR THE ANCHOR O.C. X -SECTION DISTANCE. MAXIMUM ANCHOR HOLE ' DIAMETER: ANCHOR DIAMETER + 1116"- .375" - �- MIN. w W 375"' 4.6 38" t - 5.4 38" 5.438" I U -CLIP 6063-T6 ALUM. USED FOR 2" X 6' MULLION. SHEET 17 TOPVIEW N N i i 2X5 ANGLE CLIP 6063-T6 ALUM. =" O uz 0.Y K 6 o Z z v 2.000" ; X -SECTION LON ' 1212 5" mM S U - �- V) O w W o O 5.000"j� 375" W i MIN. COZ M I — z L---------------------1 o m i I Q �I T I I- U rn o 3.4 38" I i Z A h Z I I •375" CD Q� ;0m - z 8 0 0 L-------------------1 MIN. W O IY _ J In Q 2X5 ANGLE CLIP O O Q 0 < CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. Z 0 WITHIN THE DASHED BOUNDARY_ SEE TOPVIEW �'� m O 5,0 - m 190[ SHEETS 5-20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE � Clf o � DIAMETER: ANCHOR DIAMETER+ 1116". 5.000" _— L-375" �1 MIN. r ---------------------I I i I I I I I '�i?(34)UCT REVISED I I 1 as complying with elm Florida I i I I Building Code Acceplonce No I pimlion Dale I i B tee— + - - - -I Mian Product' 5.418" i I `. (...... . No. 58705 _. I I .375" L MIN.ME - n -- !� 2X5 ANGLE CLIP %���;•F�ORIC)F'•' 6063 -TO ALUM - A. LYER, P.E. FL P.E.# 58705 EXAMPLE 1: SINGLE VERTICAL MULLION NO ANCHORS IN HEAD L _ -SEE SEE FENESTRATION DETAILS, PRODUCTS SHEETS APPROVAL 2-3 MULLION LEN STH 4 - SEE SHEETS f 2-3 L___j NO ANCHORS IN WINDOW SILL 32" 32' MULL WIDTH OPENING WIDTI" EXAMPLE 2: MULTIPLE MULLIONS MULL WIDTH ---1 I SEE SEE DETAILS, 3 '"TS (FENESTRATION S2-3ODUCT'S PROVALS VER"ICAL MULLION LENGTH -- �- SEE SEE — & DETAILS, DETAIL E, OPENING SHEETS 2-3 SHEET 3 HEIGHT FOR HO 1IL MUL_ION T'" SEE DETAILS, ._• — SHEETS — 2-3 r_ -1 1 IL -_-J I I LMULLLERIZ. MULL LENGTH OPENING WIDTH FOR VERTICAL MULL THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-1/4-, THE OPENING REQUIRES A DESIGN PRESSURE OF +60.01-60.0 PSF. 1) INITIALLY ASSUMING THAT A i" WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72" AND THE OPENING WIDTH IS 32+32+1" =65". REFERENCING SHEET 25, THE COLUMN USING RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4' AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +60.01-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE 1"X 2.75"X.375" MULLION (LENGTH = 72", OPENING WIDTH = 70") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/--58.3 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A, SHEET 8, THE 1" X 2.75" X.650' MULLION (LENGTH = 72", OPENING WIDTH = 70") HAS A DESIGN PRESSURE OF +1-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. 2) USE TABLE 413 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4) #12 ANCHORS AND THE 2X5 ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 885 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL. 3) VERIFYTHE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +1-60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS. ALTERNATIVELY, THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: (60 PSF) X 636 LOS( l = 524.9 LBS (MAYBE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 4B) 72.7 PSF I THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 2-3/8 THE OPENING REQUIRES A DESIGN PRESSURE OF +50.0/-55.0 PSF. FOR THE VERTICAL MULLION: 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32"+72"+1"=105" AND THE OPENING WIDTH IS 36"+36"+1'=73". REFERENCING SHEET 25, THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3/8" AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.0%55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE 1"X 2.75" X.375' MULLION (LENGTH = 108", OPENING WIDTH = 80") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-15.1 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 12A, SHEET 16, THE 2" X 4" X.250' MULLION (LENGTH =108", OPENING WIDTH = 80") HAS A DESIGN PRESSURE OF +1-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 36'+36"+2=74", NOT 73" AS PREVIOUSLY ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING, ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN THE 73" DIMENSION (35-1/2'+35-1/2"+2"=73"). 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED CONCRETE HEADER AND SILL ARE 8" WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8", CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE_ USING THE STANDARD CLIP WITH (6) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2" GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. FOR THE HORIZONTAL MULLIONS: BECAUSE THE VERTICAL MULL WILL BE A 2" X 4' X.250" MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY. ANOTHER MULLION TYPE COULD BE CHOSEN. 1) THE MULLION LENGTH IS 36" AND THE OPENING HEIGHT IS 32"+72"+2" =106". REFERENCING SHEET 25, THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAY BE USED, FROM TABLE 12A, SHEET 16, THE 2" X 4" X.250- MULLION (@ LENGTH = 42", OPENING HEIGHT = 120") HAS A DESIGN PRESSURE OF +/-170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8" WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8", CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE 2X5 ANGLE CLIPS WITH (4) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1" GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 521 LBS. 4) FOR THE U -CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 12B FOR THE U -CLIP SHOWS THE ANCHOR CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE ANCHOR TYPE IS A #12 STEEL SCREW, FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: +/-64.7 PSF FROM THE VERTICAL MULLION; +/-170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO CMU; +/-170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION). THE LOWEST DESIGN PRESSURE IS +1.64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM, THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. m U�m� LLO L 62 � g w �Z U w J LO N `0 0] Z N� LU 0 i - W W � 2 W o 0 m m 0 J o 12 mLLI o 0 0:Z Q �S FT_ Q QZ N o 05 o F U) d0 m� (n Jy o o" w CL Q ¢ 0 0 Z (!) In g coo 5.0 v cj� mD' PRODUCT REVISED as complying with dw FI Building AcmnceNo 16.027 -03 Pg E piralion Dale r By Mizun Dude Pro&ct \,\\11111111/ T'NE0- iii `�� ,, ;' • - ... • • •�� `� A_ LYAN MILEE P.E, FL P.E.# 58705 EXAMPLES OF RECTANGULAR LOADING: 4 LHA SIDHDH �P17 — LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED SH/DH I LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS PW - � SHIDH / SHIDH - _4 - - SH/DH I, SH/DH LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION I � I V'V / - PIrV,z HINGED DOOR _- 00 LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED II, PW PW I�I I. PW PW LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS PW a a _ SGD I I I i LOADING OF HORIZONTAL MULLION Pw PW LOADING OF (2) HORIZONTAL MULLIONS I -, ' III -- PW �� / � a a 1 � 1 LOADING OF VERTICAL MULLION EXAMPLES OF TRAPEZOIDALITRIANGULAR LOADING: /PW -w- / �- - 00 HINGED — DOOR � i 1 LOADING OF HORIZONTAL MULLION I I I I I Al PW HR a __ I I I I LOADING OF HORIZONTAL MULLION I � PW PW SGD ) / I 1! LOADING OF HORIZONTAL MULLION NOTES: PW PW I I/ I I LOADING OF VERTICAL MULLION PW SH/DH LOADING OF HORIZONTAL MULLION 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT BE DETERMINED, USE RECTANGULAR LOADING. 3) SEE PRODUCTS' APPROVAL FOR ACTUAL ANCHOR LOCATIONS. : a oa 2 v LL N �1 m Im U) F— O �nfV LU i0 m ®❑ O th {— (0 J V/ L my J LU 0 U W, Z ~ Q rn o Z 00 Q Z N U) m O m0 � O� � o Z Q o0 0 IL Z y cD _ m O ;:O Of ,•R&DUCT REVISED as complyiug nrith &he Florida [Building Code Acceptance No Ex imti Date QO2 oy Mikvn" Da Product III A,���� `list • �1GF!•!S� f iC�� /- Tj _�. 16 ,,. /A./LY N Iy�Rt'O,E.` FL P.E. 58705