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PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Fort Pierce, FL 34982 (772) 462-1553 SC � � IFD APPLICATION FOR REPLACEMENT OF �f. LuC! WINDOWS, SKYLIGHTS, SWING DOORS, SLIDING GLASS DOORS COu�ty & OVERHEAD GARAGE DOORS 1. LOCATION/SITE ADDRESS: 5505 Eastwood Drive 2. PARCEL ID NUMBER: 1301-614-0019-000-8 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: Replace 8 non -impact glass windows size for size CIS � 11.1C1 �i.� ��Ta S��EZS 4. TYPE OF STRUCTURE: SFR X MOBILE HOME OTHER 5. OWNERS INFORMATION 6. CONTRACTOR'S INFORMATION Name: Joseph Butler FL Reg/Cert # CRC046858 Address: 5505 Easwood Drive County Cert #: 24548 City: Fort Pierce State: FL Business Name: The Home Depot at Home Services Zip: 34951 Phone: 772-489-2507 Phone Number: 954-271-1403 Email: Email: richie.roberts@expeditepermit.com COMPONENT ID. PRODUCT DESIGN PRESSURE PRODUCT APPROVAL # WINDOWS +45/-45 +35/-35 +50/-50 FL 5167.9 SKYLIGHTS SLIDING GLASS DOOR SWING DOOR MULLIONS OVERHEAD GARAGE DOOR [] Attach 2 copies of the Product Approval with details to the product being used. VALUE OF CONSTRUCTION: $ 5975 FEES DUE: OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating construction and zoning. Boysie Ramdial PRINT OWNER OR CONTRACCORIQUALIFIER NAME SIGNATt#RE OF OWNER OR CONTRACTOR/QUALIFIER STATE OF FLORIDA, COUNTY OF St Lucie ACKNOWLEDGE FOIIEIGIEI'It DAY OF�12V? ,BY WH S SON L Y KN(? TO E O O HAS PRODUCED A•i%NOTARY �IffMARRISOR PUBLIC ATURE OF ARY TYPE OR PRINT NAME OF NOTTATE OF&QRIDA TITLE: NOT Y PUBLIC COMMISSION NUMBERQtllrrtxct# EE149903 res%Mo1zois NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Property Appraiser - St.Lucie -mty, FL , Page 1 of 1 Joe Butler Record: 1 of 1 Property Identification Site Address: 5505 Eastwood Dr Sec/Town/Range: 12 :34S :39E Map ID: 13/123 Zoning: RS-4 PROPERTY RECORD CARD <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print �\,UCIE CO ParcellD: 1301-614-0019-000-8 G Account* 128099 C6 p c Use Type: SF Res City/Cnty: St Lucie County Ownership and Mailing Owner:. Joe Butler Linda Butler Address: 5505 Eastwood Dr Fort Pierce FL 34951-5003 Sales Information Date Price Code 7/16/2002 93000 00 1/4/1990 71900 00 4/11 /1989 66900 00 Legal Description LAKEWOOD PARK -UNIT 12- BLK 157 LOT 19 (MAP 13/12S) (OR 1553-2679) Assessment 2012 Total Land and Building Deed Book/Page 2012 Final: 58600 Land Value: 5300 Acres: 0.25 WD 1553 / 2679 Assessed: 58600 Building Value: 53300 WD 0671 / 1369 Ag.Credit: 0 Finished Area: 1662 SgFt WD 0636 / 1148 Exempt: 33600 Taxable: 25000 Taxes: 572.6 BUILDING INFORMATION Exterior Features View: - RoofCover: SA - Asph Shingle RoofStruct: HP - Hip ExtType: HD+ - HD+ YearBlt: 1989 Frame: - Grade: D+ - D+ EffYrBlt: 1989 PrimeWall: WS - Wood/Sheath StoryHght: 0010 -1 Story No.Units: 1 SecWall: - Interior Features BedRooms: 3 Electric: MX - MAXIMUM PrmintWall: DW - Drywall. FullBath: 2 HeatType: FHA - FrcdHotAir AvgHUFI: STD 1/2Bath: 0 HeatFuel: ELEC - Electric Prm.Flors: CU - Carpet %A/C: 100 %Heated: 100 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Use Type Type Measure Depth SDSF - SITE DEV S-F Y 1 1 AV AV 2001 1 0100-SF Res BI -Front Ft 90 122.9 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.paslc.org/paslc/prc.asp?prclid=l30161400190009 5/8/2013 . 2013-04-12 10:11 6376PR 7728734801 Z10 I u&a 7728734801 >> Home Depot AHS Jawoteno-' Mol!ek , ej!j y3uu)I3-0114M P 2/13 el.-LO-ZI .LOVN.LNO;) SIM d0 .L?IVd Hav aNv ffalS ffSMA'da aia NO aff.LVSS ."y SNO1.LIaNUa aNV SLIiH'3.L rvNo LTa(IV ,.3OLLON (?iglajgldc W) •oN asuao!-1 jl>L1plsnoJ Sales �'Z/>% - ZJ7�. - � •oNi auoydmlmy a)r(j PAUC %s,luTy1-Dsalus Y' tt panpuquS 'LV.TS&) &WQIKDNLMV•IAff affM&,)IgaNd A IIIVOLHiUMS ST allo J. 3S(1 O,L M01 V 1wvjAIO:) Olawal aaujv .LV LLi+P3IAPZWfis :!LLL',Ls au uNIINII nv siRi, JNIN,)Is ua 1 ,LVa S53Nisfla crdu , MIL NO .LHfl MMA., Aff .LOaaa MOH ALL O,L K)LLON 10.1.[1NM `)NMAM(I Aff NOLLV MOO NO )L(:IVNHd MORLIAL .IIAY,dIAT.d� 9V SIRT, IMKVJ AVW WMIC 1Sn) '.NOILVTMN-vO alr(,l ;mwu$T$ s,J01U01mij x ml (I amlet>ijTS s,1nw! 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SMXTH, CLERKI( ,/xHE CIRCUIT COUPM — SASNT LUCTE COUNT:, FILE # 3939525 OR BOON 3523 PAGE 379, Recorded 05/30j2013 at iiz":�0 Pm r o� r.35 Peentit "'n. I'+tir raliq THE 1.':'4DE 51GNtCV hereby 21vos Polite thtu IlnProvcnteeU will Cat mode to cenafa 1W property, w4 In nccardtinve with gecli0n a 1.13 of the F)urldn Statute!. the Wo-1119 illfmmatiaa Is provided in this 'OTICE OF COfK�NIE iCTlW�fg1"C(J IDevcriptior orpmperty Vagd firm fOfrl: Me'jAc� ) l,i ,(�sf�_� e%✓.. Lam-- ---y-- iodo- rinip emepu: ,• _.Lftt L dLlJsa '" �-C J cell �(ame a nddPa3s; t4T�) ttOriame >•nd address 1 I tercet In ProPcrt•= b) ntofl30ttd: o} 1 d.Lrnder . a) Nmne and nddrels:. -_ Mae No. 7. Identity Cl person within the Stnre of Florida designvled Ly atmer upon whom norioes or We? documents MY be salved; al z imm and address: bl elaphone`1o.; -- tc-loodditto to IalinselC owner denlrgratw the rOlowing person 10 receive ■ CM of the UeaoN! Notice as provided in SeoliO11 713.13(1)(b . Florida Smtuees: a) -ame and address: b} 0:phone No., _ Fsx io, (Opt.) %F Lpirado dste ofNgtSea of Commend ufnf%(the e;piratioo datere fs aile Yea' from the dan ortecardinp galas a differ sit daft Is speciflod ' yp y! R; r ' CIE >; THE w: rI;R AFTER 7 9 TIO QF R NOT E 01 CO. E. NT OY E D R Y A 'DERC 713, 41t i,SE tY I IFl, It A A N SL'L'i N. vim In GlWl FOR I tiEM1 S T Y UR OPERTY A , OT OT COMMENCE. Eti MU5r 8E REC ItD P ANU ro D ON E s SITE E 6 71 R,4T h rlc 1 y, IF YOU INTE 'U T ONTAM14 FIR CL G, CO. SUL L E ER OR AN TTO M 139FOAt C ri,i , ING )VoRK OR 11G'YOUR OTI OF ONMENC D7 6745. MI Itary TH. DeeMeld Erh, FL 33442 r'rElNUTI The forsga g 1psmrmrnt was xulowiop(�a oc,�ra ma rhls l �. _ day of `' }_ _, ft0 a, by_ L-jZ..'40, Aq t IC as t'�k1wr.:R _--- (rype of anthotity, a tt. oft{cer, tralce, ntromky 11 fact) for _ _ (rum arlmiM an behalf of whom Iodnukent was executed). Mmmally Cnown OR i'radueed Edcndf,vation �_ irerery Signature .liS„ Type of Idt tnlflcattoPPMduced. i ' ! n Ve Name(print) -----..----••- t Verifimlio pumim In Stxlion 9zS13. SOMA Statutes. Under penalties or*u fy, I deahtre that 1 have fend the foregaing or ihs t r The fflCu in It the beat rWm and XBN N, 8NON1\ tlla • Auto of Flat Expires gap MN lion M to 43e107 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3839525 OR EOC1- ;i23 PAGE 379, Recorded 05/30/2013 at F:40 PM Pernik No. I'ax Folio \ _�< <(xJJ� ��_', Ff' _ CG Tl F UNID[ SIGNED heretn' gives notice that improvements will be made to certain real property, and in accordance with Section 13.13 ofthe Florida Statutes. the fdllowing information is provided in this NOTICE OF �CONINIENCENTF.NT. I.Descriptior ofproperty (legaldesrr rion) >�� J [-=-------- a)S ect(job)Address: 5�, l_ er r e.r.( 2.Gencraid' criptionofiniprovements:... _.W.,tei 14re__.Cti$JRC1J� - -- 3.0wnerinf ation-'-- a)+ameand address: 1C'f' � ly f7Sl/� [_�ICC.J r• l-Jf <�Pta b) ame and address of fee simple titieholder (if other than owner) t , e, c) [ terest in properq• 4.('onttactor information a) , lame and address:rMD Ar-HoME SE 0CFd 04 S A/t/rintts/'�r f . pEERirFw o ged �L 33 Z _ b) elephoncNo.: 2SY-379-1soo Fnx�o.(Opt.) S.Surcty lot irritation a): Zame. and address:— b) cunt of Bond: -N c) elephone No: Fax No. (Opt.) 6.Lender a) : 'ame and address: —�-- 7. Identity o 7 person within the State ofFlorida designated by owner upon whom notices or other documents maybe served: a) lame and address: _ — b) elephone\o.: FaxNo.(OpL) 8.In additioi to himself, owner designates the following person to receive a copy ofthe Lienor's Notice as provided in Section 713.130)(b . Florida Statutes: a) I lame and address; b) TelephoneNo.: _ _ FaxNo. (Opt.) 9.F.xpiratio date of otice of Cammencemisem (the expiration date one year from the date orrecording unless a different date is specified : WARININ TO OWNER ANY PAYMENTS NUDE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMB\ CEMENT ARE CONSIDERED LISPROPER'PAY31EATS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AIND CAN RESULT IN YOUR PAI7NG TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF CONLMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTI Y. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE CONNIE, ING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Col'N' aF FL Cat.1TYOF Prepared 674 S. M 11 The foregoi ' RmA / J _ ry/2� . 10.x O /� sivoleorowncr or o.wer's Autltodttd 0rti=A)irmtodParmedMaaaaer By: THD AT-HOME SERVICES k - r� r� LA�;�f- itary TH. Deerfield Bch, FL 33442 print Name ng instrument was acknowleogca oertu c me this 12 •_ day of_Ap-;_i 20-, by a t IL as f�u'N, R (type of authority, e.g. officer, trustee. fact) for (name of party on behalf of whom instrument was executed). attorney in Persanally own _OR Produced identification _= Notary Signature %t{per.. A Type ofld ntffrcation Produced % '1 rrIte11A u' Name (print) S'tvFlctii A) . f% verificatiol i pursuant to Section 92.525. Florida Starutes. Under penalties ofpedury, I declare that 1 have read the foregoing 5d that f r the facts sti led in it are true to the best of my knowledge and belief. ,4 Y ., �., S7EPHEN N. SHONN si or.Nnturd Person signing (in hne P I U.) Above : Notary Public . State of Florida j do• My Comm. Expires Sep 10. 2016 'tip It!' Commission # EE 636107 STATt V RORIBA ST. LUCIE COUNT` TU 10 10 rn r, rn T, rv—..4—. . —.e . Company: The Home Depot at Home Services Job Description: Windows Prepared By: Richie Roberts Client Name: Butler Project Number: 6832145 Version 100 4W�ND .`.w ■ ■ E c)2012StroctUr slnter�aUpa f LLC Mr.H`4 Con forms w�thg5CE7}0--. �. �. ��. DESIGN PRESSURES FOR WALL COMPONENTS & CLADDING Design Data Building Data Wind Velocity (mph) 150 Mean Roof Height 12 ., Risk Category 2 Building Width (ft) 35 Exposure Category C Building Length (ft) 58 Directionality Factor 0.85 Roof Slope (x:12) 4 Internal Pressure Coefficient+/- 0.18 Design pressures listed below are: Allowable Stress OPENING MARK OPENING DESCRIPTION LOCATION ZONE OPENING ELEVATION OPENING DIMENSIONS WIDTH (INCHES) HEIGHT (INCHES) MAXIMUM POSITIVE PERSSURE (PSF) MAXIMUM NEGATIVE PRESSURE (PSF) 1 6100 DH 4 5 36 38 29.4 -31.9 2 6100 DH 4 5 36 61 28.6 -31.1 3 6100 DH 5 5 36 61 28.6 -37.8 4 6100 DH 5 5 36 61 28.6 -37.8 5 6100 DH 4 1 5 36 61 28.6 -31.1 6 6100 DH 4 5 25 61 29.3 -31.8 7 6100 DH 4 5 52 61 27.9 -30.4 8 6100 DH 4 5 25 61 29.3 -31.8 Width of End Zone (a) in feet = 3.5 �Grm� +- I�oS"- UWS:ASTRUCTURES INTERNATIONAL, LLC 5/8/2013 10:26 AM WINDOW SPECIFICATION SHEET . Spec, Sheet tl: 599551 eel E� �l �}s� �f Curur,er:-5cf�_ Jand:._�OJ�•-t5 ConSUISBnt ^7Fg�LL%7i40 Sheet: cf t N O �' f�•.�+3 W Date: O Labor Hinge La.adens r Options Fcm OutJce, � N t 1ew Window Measurements Grt:ls Product Options Existilr.J Ylndcw Left to Ri .A LOCallDr . Color Rough Opening V of tars 9 of bars Bays, Bows. Csmnts, t Pnl. — -- — ' use 1, R or 5 m Glass Misc Items -- c Hardware ScreensUff'S'=statlonar)'ar Code For doo,suse o Mull styie Maps L o u `~ 3 y t c f_ •� X'=operarting noon Ica Ccde rY;;(N? Style Code Series Code r u 5 a > s tD— ti 000 wA 1L;t} 2S &ILiu — — _ (aI � Lt%H WIIA z. 1 v3 = MULL B J 1 � — N4 w00 .wq IVA ZS _ ,a v 'Hr:p cclu Ir.,er:or Casing TrTx Bay cr 8mv window ; Sea1buand 1.1axrLjI)Mryl onh-Eim o' Oaf• ----- Bay P:oecdon Male 00'e•l5 °1 --- Bay Flanker Type VA. SH or tp alf irelm to!tYT:in&' ,i --- — Ittled n sar`e, ablor'saB'it ratc+ul -------- ccn!tn.ct Roor;Ycsu ml — -- Garden H'indaw; Searbaso Va,er alPeinyd my.l. '.nhe PGnIe• Bich cr OaV- liall-hkkie!; Ilndrs;• hddltbnal Shelt:Yes u 4a1 .,,m[ d-g..n•n. h><ti•.:,..9 u,, nr.i.n'91q rcbr. SPEC14L CONSIDERATIGNS: Ihx re.ie.�eda d agree •witn all tha jot, sFecMatons aacve and thu Speclal Te"su,!Cendldcnso„hebaskofrteyeSaw'tCu=u .:mpy. Castomer5yratare 0 N DD W CO O M V 'rrtlto •The Hemp Or'W« wow- C,ummai U3. ea r 0 Item 1 Item 2 Item 3 Item 4 Item 5 Item 6 Item 7 Item 8 6100 DH 6100 DH 6100 DH 6100 DH 6100 DH 6100 DH 6100 DH 6100 DH 36 X 38 +29.4/31.9 FL 6167.9 36 X 38 +28.6/-31.1 FL 6167.9 36 X 38 +28.6/-37.8 FL 6167.9 36 X 38 +28.6/-37.8 FL 6167.9 36 X 38 +28.6/- 31.1 FL 6167.9 25 X 61 +29.3/-31.8 FL 6167.9 52 X 61 +27.9/-30.4 FL 6167.9 25 X 61 +29.3/-31.8 FL 6167.9 PGT Mullion A i X 4 X 63 +142.5/-142.5 NOA 11-0922.01 Simonton H-Mull B 1 x 4 x 42 +50/-50 FL 12119.4 Mullion B Mean roof height 12' Roof slope 4/12 Building Width 35' Building Length 55' Florida Building Code Online Page 1 of 5 Product Manufacturer Simonton Windows Address/Phone/Email 1 Cochrane Ave Pennsboro, WV 26415 (800) 746=6687 Ext2329 tiffany_davies@simonton.com Authorized Signature Tiffany Davies tiffany_dav ies@si monton.com Technical Representative Tiffany Davies Address/Phone/Email PO Box 1646 5300 Briscoe Road Parkersburg, WV 26102 (800) 542-9118 Ext9329 tiffany_dav ies9si monton.com Quality Assurance Representative AAMA Address/Phone/Email 1827 Walden Office Square Suite 550 Schaumburg, IL 60173 (847) 303-5664 webmaster@aamanet. org Category Windows Subcategory Double Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By American Architectural Manufacturers Association Referenced Standard and Year (of Standard) Standard AAMA 450 AAMA 450 AAMA/WDMA/CSA 101/I.S.2 A440 Equivalence of Product Standards Certified By Year 2006 2010 2005 http://www.floridabui lding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgtZMlu87gOKmC... 7/2/2012 Florida Building Code Online Page 2 of 5 Product Approval Method Method 1 Option A Date Submitted 03/27/2012 Date Validated 03/27/2012 Date Pending FBC Approval Date Approved 04/06/2012 Summary of Products FL # Model, Number or Name IDescription 5167.1 07-09, 07-10 and 07-20 Reflections 5500, Prism Platinum, Sears 9300 Vinyl Double Hun Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5167 R11 C CAC 07-09 DH 37x84 R60.pdf FL5167 R11 C CAC 07-10 07-20 waiver to 07-09.pdf Approved for use outside HVHZ: Yes - Quality Assurance Contract Expiration Date Impact Resistant: No Design Pressure: +60/-60 07/28/2013 Other: 37x84 Installation Instructions FL5167 R11 I I IN0103 07-09 07-10 07-20 DH 2X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5167.2 07-09, 07-10 and 07-20 Reflections 5500, Prism Platinum, Sears 9300 Vinyl Double Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5167 R11 C CAC 07-09 DH 36x63 R50.pdf FL5167 R11 C CAC 07-09 DH 37x76 R65.1)df Approved for use outside HVHZ: Yes FL5167 R11 C CAC 07-09 DH 42x64 R50.pdf Impact Resistant: No FL5167 R11 C CAC 07-09 DH 47x71 R50.odf Design Pressure: N/A FL5167 R11 C CAC 07-09 DH 48x80 R25.pdf Other: 4Bx80 (+/-25 PSF), 56x84 (+/-25 PSF), 53x76 FL5167 R11 C CAC 07-09 DH 53x76 R50.pdf (+/-50 PSF), 36x63 (+/-50 PSF), 42x64 (+/-50 PSF), FL5167 R11 C CAC 07-09 DH 56x84 R25.pdf 47x71 (+/-50 PSF), 3706 (+/-65 PSF) FL5167 R11 C CAC 07-10 07-20 waiver to 07-09.pdf Quality Assurance Contract Expiration Date 03/13/2013 Installation Instructions FL5167 R11 11 IN0067 07-09 07-10 07-20 DH 2X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5167.3 07-09107-10 and 07-20 Reflections 5500, Prism Platinum, Sears 9300 Vinyl Double Hung with Transom Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5167 R11 C CAC 07-09 PW over DH 37x107 R65.pdf Approved for use outside HVHZ: Yes Impact Resistant: No FL5167 R11 C CAC 07-09 PW over DH 53x107 R55.pdf Design Pressure: N/A Other: 53x107 (+/-55 PSF) & 37x107 (+/-65 PSF) FL5167 R11 C CAC 07-10 07-20 waiver to 07-09.1)df Quality Assurance Contract Expiration Date 04/14/2013 Installation Instructions FL5167 R11 11 IN0063 07-09 07-10 07-20 DH w- Transom 2X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5167.4 07-20 (Nailing Fin Installation) Reflections 5500, Prism Platinum, Sears 9300 Vinyl Double Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5167 R11 C CAC 07-20 DH 3706 R65.odf FL5167 R11 C CAC 07-20 DH 5306 R50.pdf Approved for use outside HVHZ: Yes FL5167 R11 C CAC Sim 07-20 DH 56x84 R25.pdf Impact Resistant: No http://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtZM1u87gOKmC... 7/2/2012 Florida Building Code Online Page 4of5 so FL5167 R11 11 IN0535 43-35 43-50 DH Twin with Transom 2X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5167.9 43-40 and 43-45 Reflections 5050, Reflections 5300, Prism Bronze, Prism Ultra Gold Amcraft Grand Estates, Amcraft Grand Estates Plus, Impressions 9400, THD 6100 Vantage Pointe Vinyl Double Hung Limits Qt Use A proved for use in HVHZ: No Certification Agency Certificate FL5167 R11 C CAC 43-40 DH 32x62 R50.pdf I A rove -r use outside HVHZ. Yes FL5167_R11_C_CAC _43-40 DH 36x63 R45.pdf FL5167 R11 C CAC 43-40 DH 3602 R30.odf Impact Resistant: No Design Pressure: A FL5167 R11 C_CAC _43-40 DH 3604 R50.pdf FL5167 R11 C CAC 43-40 DH 44x63 R35.odf Other: 3602 (+/-30 PSF), 5201 (+/-35 PSF), 48x80 FL5167 R11 C CAC 43-40 DH 44x63 R45.pdf (+/-35 PSF), 44x63 (+/-35 PSF), 36x63 (+/-45 PSF), FL5167 R11 C CAC 43-40 DH 48x80 R35.pdf 44x63 (+/-45 PSF), 32x62 (+/-50 PSF), 3604 (+/-50 FL5167 R11 C CAC 43-40 DH 52x71 R35.pdf PSF) FL5167 R11 C CAC 43-45 waiver to 43-40.pdf Quality Assurance Contract Expiration Date 03/12/2013 - Installation Instructions FL5167 R11 11 IN0432 43-40 43-45 DH 2X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5167.10 43-50 (Three -Step Sill) 6100 Value View, Asure, Prism Gold, Grand'Estates Vinyl Double Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5167 R11 C CAC 43-50 DH 32x62 R50.pdf FL5167 R11 C CAC 43-50 DH 36x63 R45.pdf Approved for use outside HVHZ: Yes FL5167_RI1_C_CAC_43-50 DH 3604 R50.pdf Impact Resistant: No FL5167 R11 C CAC 43-50 DH 44x63 R45.pdf Design Pressure: N/A FL5167 R11 C CAC 43-50 DH 5201 R35.pdf Other: 5201 (+/-35 PSF), 36x63 (+/-45 PSF), 44x63 (+/-45 PSF), 32x62 (+/-50 PSF), 3604 (+/-50 PSF) Quality Assurance Contract Expiration Date 01/25/2016 Installation Instructions FL5167 R11 11 IN0432 43-50 DH 2X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports 11 Created by Independent Third Party: 5167.11 75-75, 75-09, 07-75, 07-09, 07- Reflections 5500, Prism Platinum, Sears 9300, 10 and 07-20 Generations, Impressions 9800, THD 6500 Vantage Pointe Vinyl Double Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL5167 R11 C CAC 07-10 07-20 to 07-09 Waiver.odf FL5167 R11 C CAC 07-75 75-09 07-09 to 75-75 Waiver.pdf Impact Resistant: No Design Pressure: N/A FL5167 R11 C CAC 07-75 DH 48x80 R35.ndf FL5167 R11 C CAC 07-75 DH 5304 R30.pdf Other: 48x80 (+/-25 PSF), 5304 (+/-30 PSF), 48xB0 FL5167 R11 C CAC 07-75 DH 53x80 R40.pdf (+/-35 PSF), 5201 (+/-35 PSF), 53x80 (+/-40 PSF), FL5167 R11 C CAC 75-75 DH 36x63 LC50.pdf 36x63 (+/-50 PSF), 3604 (+/-50 PSF), 36x72 (+/- 55 FL5167 R11_ C CAC_75-75 DH 3602 R55.pdf PSF) FL5167 R11 C CAC 75-75 DH 36x74 LC50.pdf FL5167 R11 C CAC 75-75 DH 48x80 LC 25.pdf FL5167 R11 C CAC 75-75 DH 52x71 R35.pdf Quality Assurance Contract Expiration Date 01/15/2013 Installation Instructions FL5167 R11 11 IN0113 75-75 07-75 DH 2X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 75-09, 07-75, 07-09, 07- Reflections 5500, Prism Platinum, Sears 9300, �5167.12 J75-75, 0 and 07-20 Generations, Impressions 9800, THD 6500 Vangtage Pointe Vinyl Double Hung H-Mulled Twin http://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtZM1u87gOKmC... 7/2/2012 MODEL DESIGNATION: Simonton Double Hung Series 43-40 / 43-45 Vinyl Window MAXIMUM OVERALL NOMINAL SIZE: See Size Chart DESIGN PRESSURE RATING: See Size Chart USABLE CONFIGURATIONS: X X GENERAL DESCRIPTION: The head, sill, and side jambs are extruded PVC. The wall thickness through which the anchor screw penetrates is a minimum of 0.070". 11 Q io x p w w a w J 1 Q w O X x 1 _ ip ---"W" MAX. OVERALL FRAMEa WIDTH SIZE CHART OVERALL SIZE DP RATING WIDTH HEIGHT „W„ „H„ 36" 12.1 *30 PSF 2' 44" 71" 63"" t35 PSF 48" BO" 36" 63' t45 PSF 44" 63" 62 _32 t5 36" 74" NO P.E. SEAL REQUIRED INSTALLATION SUPPORTED BY AAMA TEST REPORTS SILICONEV114I'L"MM 2X BUCK CAULK E CAULK X. SHIM CESIX SCALE O SILICONE CAULK SILICONE CAULK 2X BUCK 1 SILL SIX SCALE REVISIONS: DATE: 4 (UPDATED SIZES PER NEW TESTING. I T.D.D. 106/02/11 5 ADDED NOTE 11. T.D.D. DI /10/12 2X BUCK SILICONE CAULK 1/4" MAX. SHIM 98 X 2 1/2" MIN. WOOD SCREW WITH 1.50" MIN. EMBEDMENT INTO WOOD SILICONE CAULK 1 JAMB 4X SCALE NOTES: 1. This installation has been evaluated for use in locations adhering to the Florida Building Codes and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure ratings herein, for use outside the H.V.H.Z. 2. All interior and exterior perimeter surfaces of the window must be caulked. 3. Anchors shall be as specified and spaced as shown. Anchor embedment to base material shall be beyond wall dressing or stucco and into wood. 4. The responsibility for selection of Simonton products to meet any applicable local lows, building codes, ordinances, or other safety requirements rests solely with the architect, building owner, or contractor. 5. Shims are optional. Max, shim stack is 1/4". 6. Wood bucks (by others) must be engineered and anchored properly to transfer loads to the structure. 7. Screws should be a minimum of 3/4" from the edge of the wood. 8. When used in areas requiring impact protection, this product REQUIRES the use of approved impact resistant shutters or other external protection. 9. Flashing should be applied using the ASTM E 2112 method appropriate for the opening into which the window is being installed. 10 Installation screws must be at least 3/4" from the edge of the wood.. 11. This product complies with ASTM E 1300-04. DISCLOSURE STATEMENT This document is the property of Simonton Windows, which retains all proprietary and other rights to its subject matter. This document is provided to the recipient on the expressed ondilion that it is not to be disclosed, reproduced in whole o, part, n used in conjunction with the design, manufacture or repair of goods far anyone other than Simonton Windows without its consent. This restriction does not limit the recipient's rights to utilize information contained in this document which is properly obtained from another source. Dimensional Tolerances SIMONTON" I i, a w s Unless Otherwise Soec_d 1 Cochrane A—uc Pcnosbara, WV 26415 Deci—Is Angles SCALE: SHEET: .x t: .03 FIT 1 of 1 .Xx i .01 0' 30 in. SERIES: .xxx t .005 43-40 / 43-45 1 MODEL DESIGNATION: Simonton Double Hung Series 43-40 Vinyl Window MAXIMUM OVERALL NOMINAL SIZE: See Size Chart DESIGN PRESSURE RATING: See Size Chart USABLE CONFIGURATIONS: X X GENERAL DESCRIPTION: The head, sill, and side jambs are extruded PVC. The wall thickness through which the anchor screw penetrates is a minimum of 0.070". 6" I O.C. TYP. I � g" U a ci \X �Q N � 0 1 x VJ a u_ � a o: 0' 0 a Oy N � T 1 a� "W" MAX. OVERALL FRAME WIDTH SIZE CHART OVERALL SIZE DP RATING WIDTH HEIGHT „W,. „W„ 48" 80" ±15 PSF 36" 72" ±30 PSF 48" 80" f35 PSF 44" BY 52" 71" t45 PSF�3�2EB,t50 PSF 36" 74" 3/16"0 TAPCON ANCHOR WITH 1.25" MIN. EMS. INTO CONCRETE (SEE NOTE 10 FOR WOOD) SILICONEA. CONCRETE CAULK 1X SUCK SILICONE CAULK 1/4" MAX. SHIM 1 HEAD 1 4X SCALE SILICONE CAULK 3/16"0 TAPCON ANCHOR WITH 1.25" MIN. EMB. INTO CONCRETE (SEE NOTE 10 FOR WOOD) REVISIONS: CONCRETE 3/16"0 TAPCON ANCHOR WITH 1.25" MIN. EMS. INTO CONCRETE (SEE NOTE 10 FOR WOOD) SILICONE CAULK 1 JAMB 4X SCALE DATE: 1X BUCK b CAULK X. SHIM SILICONE CAULK �— IX BUCK CONCRETE NOTES: 1. This information has been evaluated for use in locations adhering to the Florida Building Code and where design pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure ratings listed herein, 2. For installation where the sub —buck is less than 1 1/2" (FBC section 1707.4.4 Anchorage Methods and subsections 1707.4.4.1 and 1707.4.4.2) Tapcon type concrete anchors must be used and the length must be such that a minimum of 1 1/4" embedment of the Tapcon into the concrete is obtained. Anchors should be a minimum of 2 1/2" from the edge of the concrete or concrete —filled block. 3. All interior and exterior perimeter surfaces of the window must be caulked. 4, Adjust Tapcon anchor locations, if necessary, to maintain a minimum 2,0" distance from mortar joints. 5. When the optional head expander is used, the INSTALLER MUST ADJUST the anchor lengths to maintain the required minimum embedment into the substrate. 6. Anchors shall be specified and spaced as shown. Anchor embedment to base material shall be beyond wall dressing or stucco and into wood or concrete. 7. Wood bucks (by others) must be engineered and anchored properly to transfer loads to the structure. 8. Follow ITW/Elco Topcon anchoring instructions. 9. The responsibility for selection of Simonton products to meet any applicable local lows, building codes, ordinances, or other safety requirements rests solely with the architect, building owner, or contractor. 10. For woodbuck substrates, use #10 wood screws with 1 1/2" minimum embedment into wood. Screws should be a minimum of 3/4" from the edge of the wood. 11. Concrete compressive strength = 3000 PSI at 28 days. iy a 12. Shims ore aplional. Maximum shim stock is 1/4", "t "'•^=""a•,,,,'�4:i. 13. When usinga 3 I6"0 Ta con or 10 wood screw through the window frame,specified pw locations. G�4%S:'i,.+'". 14. When usein oleos rego ing impact protection, this pfoducl REQUIRES the uses of approved impact �es stanthulte�slaoraothereextemal protection. MATERIAL' I : D AWING NO.: 1 F I �.•• 4 C DISCLOSURE STATEMENT MS FINISH: SIMONTON' B IN0434 2 This document proprietary ro l is the properly of Simonton Windows, which Dimensional Tolerances 3 w I N D o w. s DRAWN BY: DATE: ;fit retains all prof is pry and other rights to Its subject molter. Llnles Otherwise Spee'fetl document Is provided to the -recipient on the expressed ALLOY k EM 1 Cochrane Avenue CHECKED BY: DATL 16/09 '• 1 _ ondit,an that it is not to be disclosed, reproduced in whole or Pennsboro, WV 26715 N luj S hpl t part• nor used in c njunction with the design, manufacture orWEIGHT: VOLUME: De6rrols Angles is Oau9 Y,.',' repair of goods far anyone other than Simonton Wi down SCALE: SHEET: APPR D BY: DATE: tT,l bo P1 ,'_'A s without its consent. This restriction does not limit the 172-J(. YaaPPbappnss Awr58la i]e URFAC AR A: IM .% t .03 FIT 1 of 1 revc CerLI AJtnivliafr3li No. 2e3Ia docurecipment n4ht�9lDrOpeAy obtainedo utilize from another on contained "'nource. Ax 2 .01 0' 30 min, SERIES: "FINISH TREATMENT: .xxx t .005 TITLE: 43-40 DOUBLE HUNG TILE: IN0434 1x BUCK INSTALLATION 3 2 1 1 Florida Building Code Online Page 1. of 2 a n Adua eora(tme BCIS Home Log In 7 User Registration V i Hot Topics Submit Surcharge Stats & Facts Publications ; FBC Staff BCIS Site Map ? Links j Search Businesc/1 M Professional �� ! Product UApproval ser Regulation . Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL12119-R1 Application Type Revision Code Version 2010 Application Status Approved Comments Archived ❑ Product Manufacturer Simonton Windows Address/Phone/Email 1 Cochrane Ave Pennsboro, WV 26415 (800) 746-6687 Ext2329 tiffany—davies@simonton.com Authorized Signature Tiffany Davies tiffany_davies@simont6n.com Technical Representative — Tiffany Davies Address/Phone/Email PO Box 1646 5300 Briscoe Road Parkersburg, WV 26102 (800) 542-9118 Ext9329 tiffany_davies@simonton.com Quality Assurance Representative AAMA Address/Phone/Email 1827 Walden Office Square Suite 550 Schaumburg, IL 60173 (847) 303-5664 we r@aamanet.org Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida ' Professional Engineer W 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 Lucas Andrew Turner PE-58201 Architectural Testing, Inc. 12/31/2014 . Shawn G. Collins, PE R1 Validation Checklist - Hardcopy Received FL12119 R1 COI EvalReport- RM0051-HVHZ.cdf 1715.5.5 http://www.floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDquk24AUC`/`2fE... 5/3 0/2013 ,Florida Building Code Online Page 2 of 2 C_ Product Approval Method Method 2 Option B Date Submitted 02/21/2012 Date Validated 03/27/2012 Date Pending FBC Approval 04/11/2012 Date Approved 06/11/2012 Summary of Products FL # Madel, Number or Name Description 12119.1 07-09 Storm Breaker Plus 300VL (for HVHZ) Large Reinforced Impact Resistant Mullion Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12119 RI Ii RM0051-HVHZ.pdF Approved for use outside HVHZ: Yes _ Verified By: Lucas Andrew Turner, P.E. 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. Design pressure rating varies by unit size. Missile Impact Rating: FL12119 RI AE EvalReport-RM0051-HVHZ.pdf Large I Created by Independent Third Party: Yes 12119.2 07-09 Storm Breaker Plus 300VL (for HVHZ) Medium Reinforced Impact Resistant Mullion Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12119 R1 II RM0052-HVHZ.pdf Approved for use outside HVHZ: Yes Verified By: Lucas Andrew Turner, P.E. 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Design pressure rating varies by unit size. Missile Impact Rating: FL12119 RS AE EvalReport-RM0052-HVHZ.pdf Large Created by Independent Third Party: Yes 12119.3 07-09 Storm Breaker Plus 300VL (Outside Large Reinforced Impact Resistant Mullion HVHZ) Limits of Use Installation Instructions Approved for use in HVHZ: No FL12119 RI II RM0051-NOnHVHZ.i) Approved for use outside HVHZ: Yes Verified By: Lucas Andrew Turner, P.E. 58202 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports _Other.-Design_p essure rating varies by unit size. Missile Impact Rating: FL12119 R1 AE EvalReport-RM0051-NonHVHZ.Ddf Large _ Created by Independent Third Party: Yes 12119.4 07-09 Storm Breaker Plus 300VL (Outside Medium Reinforced Impact Resistant Mullion HVHZ) " its of Use Installation Instructions A roved for use in HVHZ: No FL12119 RI II RM0052-NonHVHZ.pdf rove outsideHVHZ: Yes Verified By: Lucas Andrew Turner, P.E. 58201 I pad Resistant: Y Created by Independent Third Party: Yes esign ressure: N/A Evaluation Reports Other: Design pressure rating varies by unit size. Missile Impact Rating: FL12119 Ri AE EvalReport-RM0052-NOnHVHZ.Ddf Large 1 Created by Independent Third Party: Yes so Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: E 0 KPdClS 5e'Cttt'tt�¢¢i;;';;yyym���raics http://www.floridabuilding.org/prlpr_app_dtl. aspx?param=wGEVXQwtDquk24AUC%2fE... 5/3 0/2013 SIMONTON' 1 COCHRANE AVE. PENNSBORO, WV 26415 PH. 800-426-2249 STORMBREAKER PLUS 300VL SERIES MULLIONS WITH MEDIUM ALUMINUM REINFORCEMENT — NON—HVHZ FOR IMPACT RESISTANT ASSEMBLIES GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 2010 FLORIDA BUILDING CODE REQUIREMENTS EXCLUDING HVHZ. 2. THIS MULLION IS ONLY VALID WHEN USED IN CONJUNCTION WITH APPLICABLE WINDOW SYSTEMS. 3. ALL WINDOWS USED WITH THIS MULLION SHALL BE QUALIFIED UNDER SEPARATE APPROVAL. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE FLORIDA BUILDING CODE REQUIREMENTS. 4. ADEQUACY OF EXISTING STRUCTURAL CONCRETE/MASONRY, 2X AND STEEL STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT "-INSTALLATION. ;5. 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT INSTALLATION. 6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. 7. THIS MULLION SYSTEM IS SUITABLE FOR ASSEMBLY OF IMPACT RESISTANT PRODUCTS AND DOES NOT REQUIRE AN EXTERNAL IMPACT PROTECTIVE DEVICE IN WINDBORNE DEBRIS REGIONS. PARTS LIST NUMBER DESCRIPTION PART NO MATERIAL 1 MEDIUM MULLION COVER VPI-4 6 PVC 2 MEDIUM MULLION REINFORCEMENT 20634 6063—T6 3 BASE PLATE STEEL 4 MULLION L—BRACKET STAINLESS STEEL TABLE OF CONTENTS PAGE NO - DESCRIPTION 1 GENERAL NOTES, PARTS LIST AND CROSS SECTIONS 2 ELEVATION AND D SIGN.PRESSURE CHARTS 3 MULLION DETAILS & SILL CROSS SECTIONS REV. REVISIONS: e: 2 REVISED PER 2010 FBC 2.863" —f-1�Q rr 0.214' 0.636" 0.838" 1.358" J�r1l�L 0.972" �vo 0.529' 0.446"1.293" 289" 0.235" RETROFIT FRAME MULLION (11 MEDIUM VINYL MULLION COVER #VPI — 436 Q MEDIUM MULLION REINFORCEMENT #20634 EXTRUDED VINYL .070" MIN. ALUMINUM 6063—T6 #10 X 1 1/8" SELF TAPPING SCREWS SPACED PER APPLICABLE WINDOW PRODUCT APPROVAL MULLION COVER #10 X 1 1/8".SELF L TAPPING SCREWS SPACED ( PER APPLICABLE WINDOW II PRODUCT APPROVAL #10 X 1 1/8" SELF L TAPPING SCREWS SPACED —/ MULLION PER APPLICABLE WINDOW PRODUCT APPROVAL REINFORCEMENT DOUBLE HUNG HORIZONTAL CROSS SECTION q , 0 0, I r f1'U o 4 0 Lucas Tumer fn k,- 2012-03-17 23:06-04:00 MULLION COVER DATE: #10 X 1 1/8" SELF TAPPING SCREWS SPACED II PER APPLICABLE WINDOW PRODUCT APPROVAL MULLION REINFORCEMENT PICTURE (FIXED) HORIZONTAL CROSS SECTION 3/17/2012 LUCAS A. TURNER, P.E. FL PE #58201' TURNER ENGINEERING & CONSULTING, INC. FBPE C.O.A. #29779 Ph. 941-380-1574 2080 MAUVE TER., NORTH PORT, FL 34286 SIMONTON' DBE E 1 Cochreee Avenue 0L5 P—boro. WV 26415 CHECKEC FIT I 1 0! 3 1 C.P. SERIES: STORMBREAKER PLUS 300VL MULLION 01-24-12 W-�- oo.. 1 COCHRANE AVE. PENNSBORO, WV 26415 PH. 800-426-2249 STORMBREAKER PLUS 300VL SERIES MULLIONS WITH MEDIUM ALUMINUM REINFORCEMENT - NON-HVHZ FOR IMPACT RESISTANT ASSEMBLIES VIVI I WIDTH, W VIVI I WIDTH, W IonV-111one MULL SPA ION N. H NOTE: The pressure chart shows the design pressures for the selected mullion span and panel width for achieving bending capacity, deflection and concentrated load limits specified in the Florida Building Code, 2010 edition. Adhere to fastening instructions provided in this document to achieve the tabulated design pressures. Multiple mulled conditions are acceptable as long as load width is not exceeded. INDIVIDUAL UNIT WIDTH, W (in) 0.0000 30.0000 33.0000 6.000 36.0000 50.0 50.0 0.0 42.0000N 50.0 50.0 50.0 MULL SPAN, H 52.0000 50.0 50.0 50.0 (in) 60.0000 50.0 50.0 50.0 65.00001 50.0 46.5 43.5 70.0000 39.7 36.7 34.2 74.0000 33.3 30.7 28.6 DESIGN PRESSURE CHART FOR MULLING DOUBLE HUNG WINDOWS, UNITS IN PSF, MULLION #20634 INDIVIDUAL UNIT WIDTH, W (in) 0.0000 30.0000 33.0000 37.0000 40.0000 53.0000 26.0000 50.0 50.0 50.0 50.0 50.0 36.0000 50.0 50.0 50.0 50.0 50.0 MULL 4 00 50.0 50.0 50.6 50.0 50.0 SPAN, H (in) 52.0000 50.0. 50.0 50.0 1 50.0 50.0 60.0000 50.0 1 50.0 50.0 50.0 46.7 0000 65F76000000, 50.0 46.5 42.7 40.4 34.8 037.9 35.1 32.0 30.2 25.4 30.6 28.3 25.7 24.2 20.0 DESIGN PRESSURE CHART FOR MULLING FIXED WINDOWS, UNITS IN PSF, MULLION #20634 I COCHRANE AVE. PENNSBORO, WV 26415 PH. 800-426-2249 STORMBREAKER PLUS 300VL SERIES MULLIONS WITH MEDIUM ALUMINUM REINFORCEMENT — NON—HVHZ FOR IMPACT RESISTANT ASSEMBLIES 6.02" 0.63" --i f - 0.63" r.91" 2.05" I 0.75" FOUR (4) 0.2500 HOLES 0.75' (3) REINFORCEMENT BASE PLATE DETAIL .060" MIN. STEEL 2.10 TWO (2) 0.2590 HOLES 2.35" 0Fq�- m 0 J 0.50" 0 65 122 ALUMINUM I REINFORCEMEl' ) BASE Pl DETAIL A ( LARGE MULLION COVER 4Q MULLION L-BRACKET (4i MULLION L-BRACKET 1Q LARGE .076" MIN. STAINLESS STEEL MULLION COVER ANCHOR NOTES: ®MULLION To achieve the required design pressures, L—BRACKET adhere to the following fastener requirements: INSTALLATION ON WOOD BUCK: Four (4) #10 wood screws for each base plate with min. 1-1/2" embedment and min. 7/8" wood edge distance. INSTALLATION ON CONCRETE/MASONRY Two (2) 1/4" ITW Tapcon Screws for each base plate with min. 1-1/4" embedment. Install Tapcon anchors at the outermost holes of the base plate with topcon concrete edge distance greater than 2.0'. p: VERTICAL SECTION @ SILL \ MASONRY APPLICATION BSTRATES BY OTHERS) C WOOD APPLICATION BSTRATES BY OTHERS) iRUDED VINYL ON COVER BRACKET 1D ALUMINUM MULL REINFORCEM SEE NOTES BELOW AND MANUFACTURER'S . ATTACHMENT INSTRUCTIONS FOR ATTACHING REINFORCE[ MULLIONS TO WINDOW UNITE BASE PLATE TWO 1/4"0 TAPCON ANCHORS T 1-1/4" MIN. EMBEDMENT BASE PLATE Q3 BASE PLATE -FOUR #10 SCREWS SEE NOTES BELOW Al' MANUFACTURER'S ATl '- INSTRUCTIONS FOR ATTACHING 1.5" MIN, EMBEDMENT REINFORCED MULLIONS TO WINDOW UNITS ATTACHING HARDWARE) RIVET .25 DIA. STEEL RIVET WITH A GRIP LENGTH OF .50 MAX. BARREL NUT #10-24 OR #10-32 STAINLESS STEEL BARREL NUT, .250 O.D. X .25" LG WITH .125 MIN ENGAGEMENT (1) EXTRUDED VINYL N COVER ASSEMBLED MULL AND ATTACHMENT VIEW -BRACKET 3RACKET IS ATTACHED VINYL MULL COVER & ILL REINFORCEMENT NG TWO (2) RIVETS BARREL NUTS (305 MAX SHEAR) 2 ON H L-BRACKET REFER TABLE 1 K-WIK SPACER 1" X Z" X 1/4" THK. MAX. REQ. (2) AT TOP D (2) AT BOTTOM RACKET MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 N0TTr&nXA_CCEPTANCE (NOA) www.miamidade,gov/uera/ PGT Industries 1070 Technology Drive, North Venice, Fl. 34275 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the -expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to 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 Series "PGT" Clipped Extruded Aluminum Tube Mullion - L.M.I. APPROVAL i'�Lty �`i. ra v`�,u -, � e - mpac - esistantAluminum Tube Mullions", sheets 1 through 22 of 22, prepared by manufacturer, dated 08/29/11, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 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 140A 910-0819.05 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above.' The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI•DADE COUNTY NOA No.11-0922.01 CApproval ation Date: May 26, 2016 Date:December 08, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 22 of 22, prepared by manufacturer, dated 08/29/11, 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 05105111, all signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA #10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC-2010, prepared by manufacturer, dated 09/20/11, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance with the FBC-2007 and FBC-2010, and no financial interest, dated June 06, 2011, signed and sealed by Anthony Lynn Miller, P.E. 2.. Proposal # 10-1070-R issued by BNC to PGT Industries, dated 01/07/11, signed by Ishaq I. Chanda, Product Control Examiner. G. OTHER 1. Notice of Acceptance No. 10-0819.05, issued to PGT Industries, for their PGT Series Aluminum Clipped Mullion — L.M.I., approved on 05/26/11 and exw ing on 05/26/16. 4 M Duel Perez, P.E. Product GeRtAl Examiner NOA No.11-0922.01 Expiration Date: May 26, 2016 Approval Date: December 08, 2011 E-1 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE[ —OPENING WIDTH FOR VERTICAL MULL MULLIONS / —� SEE DETAILS A-D,G,H; _ SHEET52.9 BE EA TDETAIHRULS / SHEETS 23.3 FEE — — VE T. MULL LENGTH / III /SEE DETAILS I HORIZONTAL A.D,G,H; I-- MULL SHEETS2.3 LENGTH HORIZONTAL MULL LENGTH GENERALNOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE 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. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. ARCHES TO BE INSCRIBED INSIDE 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS RECTANGULAR HAVE BEEN TESTED AS °FREE-FLOATING" AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL SHAPE NOT HAVE A GAP OF MORE THAN 1/4" FROM THE CLIP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180. THE 113 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. I ATHRU G: I / 6) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND SHEETS 2-3 ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 21, FOR MULTIPLE UNITS, CONSIDER OPENING ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN HEIGHT PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. FOR HORIZONTAL 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE($). SEEDETAILE, MULL SHEET 3 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. FENESTRATION SE CFA,PRODUCTS MAY 8) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACON/AGGRE-GATOR NOA'S; ANSI/AF&PA NOS FOR WOOD CONSTRUCTION; BEOF MAE. MUST BE ADM -ALUMINUM DESIGN MANUAL MANUFACTURED BY PGT. 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FT21 FOR THE OPENING USING THE ASCE•7STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. 3) REFER TO SHEET 22 TO DETERMINE IF THE WIND LOADING IS "RECTANGULAR- OR'TRIANGULAR/TRAPEZOIDAL-. GENERAL NOTES..........................1 INSTRUCTIONS..............................1 ELEVATIONS ................................. I MULL TO 2X WOOD......... ............... 2 MULL TO 1X & MASONRY ...:.......... 2 INSTALLATION NOTES ................ _. 2 MULL TO MASONRY ....................... 3 MULL TO STEEL STUD ................... 3 MULL TO MULL ..... _.........................3 ANCHOR SPECS..........._ ................ 3 ALTERNATATE CUPS.,................4 BAY MULL INSTALLATIN......_......4 1 X 2 X .126 MULL SPECS ..... ......... 6 1 X 2 X .376 MULL SPECS....._........6 1 X 2.75 X .376 MULL SPECS ........ 7 1 X 2.7E X .65 MULL SPECS.........._a 1 X 3.126 X .600 MULL SPECS.....,.9 1 X 4 X .125 MULL SPECS .............. 10 1 X 4 X .375 MULL SPECS..............11 1.28 X 3.188 X .265 MULL SPECS...12 2 X 4 X .26 MULL SPECS................13 2 X 6 X.I. MULL SPECS ................ 14 1.26 X 2.11 X .125 MULL SPECS.... 15 30• X 3.25 BAY MULL SPECS......... 16 45• X 3.25 BAY MULL SPECS......... 17 MULLION & CLIP DIMENSIONS...... 18.20 EXAMPLES 1 & 2.............................21 LOADING EXAMPLES.....................22 ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBSMULLION CAPACITY (LBS/FTI FROM TABLES 1A THROUGH 13A, ON SHEETS 5 THROUGH 17 MULL OPENING WIDTH I^HORIZ. MULL LENGTH—( RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING 'I LENGTH r VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY (LBSIFT2) OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENTREQUIREMENT (LBSI� FOR THE OPENING OBTAINED IN STEP 1). HEENI G 5) FROM THE SAME TABLE USED INSTEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LEISI. THIS FOR VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL OPENING MULL I HEIF LENGTH HORIz, VERr. MULLION CAPACITY. HEI Fir LENGTH MULL y� MULL LTH 6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE L ANCHOR/SUBSTRATEIANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. SINGLE MULLION SINGLE MULLION OPENING WIDTH FOR VERTICAL MULL 7) IF THE MULLION CAPACITY (LBSIFT2) OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT DESIGN PRESSURE REQUIREMENT (LBSIFT2 OPENING WIDTH FOR THE OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY FORVERTICAL MI11 L REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE '1 SEE CORRESPONDING DETAILS MULTIPLE MULLIONS FROM FIGURE 1 ABOVE. 8) VERIFY THE DESIGN PRESSURE RATING (LBSIFT2) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY (LBSIFT2) OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION PRODUCT ASSEMBLY. 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. Ptmido a ST p =w� �0iC •'•.. FLOR\0.• //`,icsS( -NAL A. LYU141MIULIE1A P.E. FL P.E.# 58705 DETAILA: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) a, SIDE VIEW FRONT VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 114° S.S. AGGREGATOR MASONRY ANCHORS. DETAIL B: MULLION ATTACHED TO 1X WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) SEE SHEETS 18.20 FOR HOLE LOCATIONS 1 I e uQ a I I O.: ; a v e. EXTERIOR EDGE DISTANCE n FOR MASONRY a. . ANCHORS TLDON BUCKSTRP TYP. ANCHOR AND PER SUBSTRATE, R Y ATTACHMENT SEE SEE TABLES 1B-10B BY OTHERS, SEE NOTE I, SHEET 1. z N MIN 2.7 KSI••..�1..: .'..• ,!:•' EDOE 0 CONCRETE OR CMU'•'i� I DISTANCE, J �--1-SEE SEE TABLES EDGE FOR ANCHORS RYE 1B•108 w <1 O g SIDE VIEW e EITHER THE u STANDARD OR da OFFSEi MULL CLIP MAY BE ' e INSTALLED BY THIS METHOD. TYP. ANCHOR PER SUBSTRATE. SEE TABLES 1B-1013 BUCKSTRIP AND ATTACHMENT EMBEDMENT' j•.::" 1 •: :•.;; .. BY OTHERS. `� SEE NOTE 1, .t. SHEET I. MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW Q Z PRODUCT REVISED . complyiOg wIth [he Glodda Datldiiig Codo Acceptance No t'• C•x dration Rate � Dy Miom' Dadc Praduet * � No.58705 • -fE OFF ; �ioXN FLOR\O?'•'• F SS�ONAL A. LYU MILLeR, P.E. FL P.E.# 58705 DETAIL E: wry DETAIL C: —1 12VMIN MULLION TO MULLION 3 MULLION DIRECTLY ATTACHED TO INTERSECTION NOTES: U-CLIP 1) MAY BE INSTALLED IN "TEE' OR 'CROSS' p MASONRY STRUCTURE MULLION ( ) E a (STANDARD CLIP SHOWN) INTERSECTIONS. a VARIES oY O 2) MAY BE INSTALLED HORIZONTALLY I TYP. ANCHOR (SHOWN) OR VERTICALLY. STIANDARDO 1 I PER SUBSTRATE, OFFSET MULL SEE TABLES 1B•108L 3) SEE U-CLIP DRAWINGS, SHEETS 18-20 T' } CUP MAYBE I I I-' TOP VIEW FOR CORRESPONDING MULLION. U) INSTALLED BY II I EDGE DISTANCE MULLION z BALLED I I ! FOR MASONRY 0 ANCHORS VARIES-f--I J N12 STEEL SCREWS, SELF -DRILLING OR PRE -DRILL \ \\MULLION AND USE SMS .Q m m O (1 �n M EXTERIOR °` d .0 p MULLION Z to EDGE DISTANCE FOR MASONRY `\ e ANCHORS °8 : ° LINTERSECTION ' U•CLIP J EXTERIOR J TYP.ANCHOR '.4 \ Q Z PER SUBSTRATE, d ip H Q �SEE TABLES I8-f0B Q Q O Z TVP. ANCHOR BEESHEETS OLE LOCATIONS I'•' yi CO PER SUBSTRATE, � JNf CO BUCKSTRIP HOLE LOCATIONS �,p SEE TABLES IB-10B FRONT VIEW EDGE x) W —I ATTACHMENT DISTANCE F BY OTHERS, SEE TABLES EMBEDMENT • " SEE NOTE 1, - • SHEET I. r - •'I 1B-10B (� Z Q �— EDGE Q Z DISTANCE (L Y SEE TABLES MIN 2.7 KSID CRETE MIN CRE RCMU 1B•103 SIDE VIEW o� FRONT VIEW SIDE VIEW DETAIL D; MULLION ATTACHED TO rqrjl�STEELSTUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4° S.S. AGGREGATOR MASONRY ANCHORS. STRUCTURE TYP.ANCHOR P ERSUBSTRAM. SEE TABLES IB•108 0. SEE SHEETS PRODUCT REVISED 18-20 FOR ® as complying with tho PioridB \ HOLE Building Code LOCATIONS Accealion No i Ex imtion Date /{a \ , MULLIDN ' By Mian1' 2de P o l - ® IIIIIIIII EDGE DISTANCE ���\ O�V ...•••..../i(�. ��j, FOR 87EEC STUDS,THMNER THAN SEETABLES �`Z`,.• IOENSt; ''•,'P FRONT VIEW 10 GA ANDCOMPLIANT WITH THE FL BUILDING 1B-10B CODE, A 2X WOOD BACKER MUST USED. ATTACHMENT BY OTHERS. NC.58705 EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW —� _ NOTES:. x� 1) FOR 2X WOOD -RACKED STEEL STUDS, WOOD � • ��- )S AVE F ANCHOR VALUES MAY BE USED. i�.Cx •'•., FLORIOP••' �\ 2 SEE CORRESPONDING MULLION TABLES, IONA-�C`� SHEETS 6.17, FOR QUANTITY OF SCREWS. A. LYNNIMfLI-E" P.E. FL P.E.# 58705 EXTERIOR O DETAIL F: FIELD -MODIFIED MULLION CLIP (F-CLIP) SEE DETA(LSA-E, SHEETS 2 AND 3 FOR INSTALLATION x TO SPECIFIC SUBSTRATES. SIDE VIEW SHOWN WITH 1' X 4' X .12V MULLION STANDARD MULLION CLIP MODIFIED TO FIT FIELD INTO WOOD, STEEL, STANDARD CLIP TO BE ALUM, CMU OR MASONRY MODIFIED IN -FIELD. EDGE DISTANCE FC PER ANCHOR NOTES FOR INSTALLATION OPTIONS F: 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26' X 2.11' X .125' MULLION. 2) SEE TABLES 1B-108 FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. DETAIL G:. DETAIL H: ANGLE MULLION CLIP BAY MULLION INSTALLATION (ANGLE CLIP) (ANGLE CLIP) TYP.ANCHOR I ,_PER SUBSTRATE, SEE TABLES I2B OR 12B EXTERIOR EDGER E 01sCµ0R , - -' �` / / PRODUCT REVISED PN PE' as complyhg With the Flmldo 1luildw8 Code EDGE H O Am lance No Ex iration Data - +f� DISTANCE Ey PER Miam ade ProdacF � ANCHOR 1111111i NOTES FOR INSTALLATION OPTION G S H: 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUSTSE INSERTED INSIDE OF MULLION. 2) DETAIL G: SEE TABLES 1 B-11B FOR ANCHOR QUANTITIES AND SHEETS 18.20 FOR HOLE —Z Fc NO.56705 LOCATIONS. 3) DETAIL H: SEE TABLES 12B OR 138 . •• N I) �` FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. OIt' SATE ; \_ FG 0.t�S , ......',�C2 A`LYNN�iILL R,P.E. FL P.E.# 58705 TABLE 1A Mt3LC 1 d Anchor Capacity Table (Ibs) Substrate: 2.71, Comrale 3.6L Com. I H.11-cMU Filled CMU PTWood Melel Anchor Clip Patterns Anchor Type: 3/18' Elco lAlrecon tf4' Elco UlUecon 511V rice Nimmn 3116" E1cc Ullmem 1/4" Elco Ultncan 1140SS Etoo A92reGMor 5/16" Eleo Uilmcon 1/4' SS Elco AeDraOator 010 Steel Semw(GS) 012 Steel ecmw(GS) M12 Steel Scm=5) Edge 0lsteme (ing V 2-V24 1' 2-1/2' 3118' 1' 2-i/2" 1• 2.11V 2• 31/8• 2- 0.48" 0.61' 0.324" 2 And- @4.76-MhI. O.C. Embedment 11n), I Slandatd crOOsel Clip (Fig. t): 1-3/4- 380Ibs 131r 7901bs 1-3I4• 4601ba 1.V4• 890lbs 21 18441bs 1-W 270lbs 1.114- 26D Iba 1-114• 354Ilea 1-1/4• 7401bs 1.1A• 41181ba 1-1/4- 6641bs Y 11421bs 1J18- 326 no 1.3I8- 4201bs (sea Mi 4) 6801Me. 4 Anen4n 1.15` Mi.. O.C. / Slandom (or 09se) Clip 0'19. 2k 4a0lb. 70016a WA WA WA WA 380 lbe WA WA WA WA WA 8b21Ds 840 ms 11201bs 4 Anchom @ 3' Mln O.C. / I21246 An81e CIIpa f (Ftg. 3g 7801ba 780IN 680les 16601ba 18401ba 540lb. 560 lba WA 760 lb. 038 lbs 880 IM 2384lbs 652 Ibs 0401be 2AmIw,. Q 0Ar Mln O.C. / l}CBp.Into VB'• Alum. (FI9. 4g WA WA WA WA WA WA WA WA WA WA WA WA WA WA 1 Anchar/F-Cllp(Fig. 6g 195 lbs 1951bs 225let 445lbs 822 lbs I3—s s 14016a 177lbs 370lbs M4 lbs 332 lba 5911bo 163lb, 21D The 2660lbs 2 Anchors Q 1.15• Min. O.CJ F-Clip (Flq. eg 240 lbs 3501bs WA WA WA WA 180 Ns WA WA WA WA WA 326lbs 420 ba NU It:: f UK THE OFFSET ULIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. ANUMUK UArAW I T AUJUSIMENT FORMULA: (DP_.) X / ANCHOR CAP.,,,,,,` _ANCHOR CAP..,, 1 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. j h A N FIGURE 1: FIGURE 2: TABLE NOTES: 0, PRODUCT REVISED O 0 . • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. ns complying with the Plorid4 SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Building Cod 1.000" e Acceptance No FIGURE 3: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Expiration Date !{ - Mi 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. By a Product ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN 2.000" THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. \\ 111 I I 1 ) ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED .125' ON `NININ .....,M/�(� CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED r \ ¢'��,•'•\CENSF •' ;P * �' FIGURE 4: FIGURE 5: FIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" 1 O THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT 1"X 2• X .125" MULLIDN = 'k No. 58705 . LEAST.125' THICK AND A36, ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND„ THE MATERIAL _ �`91 I' . w' �O °IF � :LUG () � i T FLOR\OP:•'• G' �?, A. LYM MIL'LE\R, P.E. FL P.EA 58705 I TABLE 2A I TARI P 7R Anchor Capacity Table (Ibs) Subs .t. 2.7k Coale 3.6k Co.. I Hello. CMU FIIIed CMU PT Wood Meld .Anchor CUP Patterns Amh.,TYPC WIG' Ell. Ullreron 7/0Eieo LplleCall 5/18'Elro Ultrac0n 7/10•Eleo Ullracan 114'Eleo Ullreeon 1/4'S5 EIco AggmG.Im WE'Elco Wr000n 1/4'SS Et. A9o.Go1or 1110Slee1 S—.(G6) 012SIeei 6omw(G6) 01291ed Serov(Gs) Edge Distance (In): 7' 2-11T 1' 3.1/8' 1' 2-11T 1' 2-11r 2' 3.116' 2' 0.48" 0.64' 0.324" Embedment 0n7 1-3/4° 1.3/4' 1-314- 2' 1AW 1.1/4' 1.1/4° 1-1/4° 1.114" 1.11C T 1.3/a' 1.9/8' (Oe010104) 2 AnchOm Q4.75' Min. D.C. / Standard or O6eet CUP (Fig. A: 390 lb, 39DIb3 450 Ibs 6901bs 10441ba 270lbs 280 lb. 3541b 7401ba 488 lb. 6841o9 11621bs a28 Iba 420 Lb, 56011,3 4 Anchore g 1.16' Min. O.C. / Standard (or Met) Clip (Flg. 2). 460 to. 700Ibs WA WA NIA WA 3801bs WA WA WA WA WA 652lbe 6401b3 11201ba 4 Aronon @.3" Min. O.C. / (21245 Angle Cups / (Fig. 3): —I. An 760 Iba 7801be 680lbs 1560 lb, 1096 IN 5401bs 660lbs WA 7601bs 936Ibs 860 Ica 2364lbs 652 lbs 040lbs 11201ba 2 MT. (g 0.a Min. O.C. / UC1Ip, into 1/6" Al— (Fig. 4), WA WA WA WA WA WA WA WA WA WA WA WA WA . WA 7161bs 1 Anchor /FFCIIp(F11I 6)'. 1951ba 195P. 22W5A1ba s 82W2 s 1361bs 1401bs 1771ba3701s 234 IM W2 6 3 lba 210 1ba 2001ba ' 2AchcA ®1.15' MIn. O.CJ F-Clip (Fig. 6). 7A0Ibs 350 M5Alb AIb WA WA WA WA 326 Ibs 4201bs 560Ibs ANUHUH UAPAUIT7 ADJUSTMENT FORMULA: (DP—) X ANCHOR -CAP.,.,,., =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 LOWERTHAN THEMULLION 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. FIGURE 1: FIGURE2: TABLE NOTES: I•rwmplyi g Ilh the as complying with Iho Plprlda • to • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. Building Code Acc'ro". a SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. —j 1.000'By F:imtlo2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 4,,, MlFIGURE 3:Miami 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS,.SEE SHEETS 18.20. 111 I I I I) )1 ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON 2 000` 7� SHEETSIB-20. `�pN�:...,,!k/(���i� '•.:-P* ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED L�'� 375° ,•''�1GENSF `r % FIGURE 4: FIGURE 5: FIGURE 8: CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED No. 58T05 to O • YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 8083-T5 AND BE A MINIMUM OF .125° THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046' 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 1° X 2"X.375° MULLION -0 •. s^ to 01 THE MATERIAL. 11 3 ��O '. STA E OF '••. °LORIOP'••'• ss/ONA1. A. LYNN MILLER, P.E. FL P.E.# 68705 TABLE 3A Anchor Capaelty Table (Iha) Suwt.I.: 2.7k Conamte 3.6k Cone I Holey CMU F01ad CMU PT Wood Ma1e1 Anchor Clip Patterns 2 Ancnom @ 4.75' Min. O.C. AnchotType: 3116'Elco UiVecon 1f4'Elco Ullmwn w 6/16" UElt—n ffi1B'EIco UUOcon 1/4'Elc'Ullrecon tco Aggn,Gaif4' 5S Etor 611V FJCO U111ac'n 1/4' SS Elco AggnGatol 010 Sled Screw(05).—(G6) 012 Steal 612 Steel S—(Gs) Edge OMsnce M): Embedment On): f Stsndord or OBael Gip (Fig. 1j: 1" 2.1W 1' 2-112" 3-1/8" 1' 2.112' 1" 2-110 2' 3-1/8' r OAB' 0.64' 0.324° 1-314" 1414' 1TM 1.3/4' 2' 1-1/4' 1-1/4' 1.1/4' 1-114' 1-114' 1-1/4' 2' 1-318' 1-3/6' lase rote 4) 3901bs 390lbs 450 lbs 6901bs 160 Ibs 27016s 280 ibs 354 me 684 lb9 1182lbs 3261bs 420 lb. 5601bs 4 Anchors @ 1.16' Min. O.C. f Slandard (ot WWII Clip (Fig. 2): 460 too 700 or WA WA WA WA 3001bs WA WA WA 0521W 0401bs 11201bs4 Anenoro g 3" Mln O.C. f (2) 2c5 Angle 01ps / (Fig. 3): 78D Ibs 7601bs 6B0Iha 16B0Iha 1898Iba 6401bs 6e016a WA 880 lba 2384 Iba 6521ba 8401ba 11201bs 2 Anch.. ® OAV Min. O.C. / U-Clip. Into 1W Alum (Fig. 4): WA WA WA WA WA WA WA WA MNAWA WA WA WA WA 716Ib1 AnchalF-Clip (Flg. 6)1951be195M 22516s 4451b. 022lbs 135 his 1401b3 1771bs 3321be 6B11os 163 lba2101ba 280lbs 2 A O.. tg 1.75' Min. O.CJ F-Clip (Fig. e): Valor, 350 ibe WA WA WA WA 1001ba WA WA WA 32810s 420Ibs 660Iba =ANCHOR 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. t nc a i WA— t;ur. WKGLEU VALUES AKE USED IN THE EXAMPLE ON SHEET 21. FIGURE 1: FIGURE 2: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. FIGURE 3: 170 --* - 0 -- 0 ANGLE CUP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: 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 18.20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-00. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.66. ALUMINUM SHALL BE 6063-TS 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 LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 6 h N oY as complying with the Florida Building Cad' Acceptance No E pimliorvltnt' /(° D Miam Dada Produ4l 1111111// LY • N ' No. 58705 Lij; STAjIfOF �141 i �'(� '•. FCORIOp'-" . ��'JSS�ONAL �. . �• A. LAN WLLER, P.E. FL P.E.# 58706 TABLE 4A Mullion Capacity Table (Ibelf? Opening Width (far verlically-spanning mullions) or Opening Height (for horizonlaBy-spanning mtdfions) 501n 601n 701n 8D In 80 In 10D N 1201n 1401n 1601n 1x2.76x .660 Alum. Rectangular Loading TraplTdong. Loading Reotangutar LoadNg T-P7rriang, Loading Rectangular Loading Tralendenp. Leeding Rectangular Loemng TrapTdenO. loading RectanBule Loading TepRdap. LBBO.O Rxlangdar L-av TapTdang• Loading Recteneuer LmdNg TapTdenp. Loading Rectanguar Loafing Trep7anB• Imding Rectangular Lowing TreyTdang. Loafing Tube.F Mullion- 9i 3 ` $ �k a �ffi gg R& I d¢ �k N gg@ a �g S g �g B g gi G $ �q� 8 R. KB a 9 8 r 3 42 In 170.0 620 170.0 435 170.0 744 170.0 470 170.0 883 170.0 Sea 170.0 902 170.0 519 170.0 1110 170.0 521 170.0 1240 1 170.0 621 170.0 1488 170.0 521 159.7 1020 170.0 621 138.8 1820 170.0 521 48In 170.0 708 170.0 624 170.0 050 170.0 584 170.0 992 170.0 930 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 141.7 1417 170.0 68D 121.6 1417 170.0 600 IOU 1417 170.0 680 50.625 In 170.0 747 170.0 5B3 170.0 806 1 170.0 831 170.0 1048 170.0 884 170.0 1105 170.0 723 162.6 1286 170.0 747 148.3 1288 170.0 758 121.9 1286 170.0 750 104.5 1288 170.0 758 01.4 1285 170.0 758 54 in 170.0 797 170.0 612 170.0 958 170.0 B91 170.0 1116 170.0 754 150.7 1130 170.0 B03 133.9 1130 170.0 837 120.0 1130 170.0 858 100.5 1130 170.0 861 B6.1 1130 170.0 661 75.3 1130 170.0 661 BON 170.0 885 170.0 701 148.5 915 1823 761 125.5 B15 144.5 748 108.9 815 1323 735 878 915 123.9 728 87.9 915 118.5 720 73.2 015 114.4 7/5 62.8 915 114.4 715 69.0 915 114.9 716 631n 151.8 890 1e7.9 710 128.5 030 73aB 694 f085 830 123.2 681 89.8 830 1122 870 89.4 830 104.8 682 76.8 830 99.4 658 83.3 830 84.5 848 642 830 04.1 049 47.4 090 84.1 840 C68In 192.1 767 140.0 850 110.0 757 119.B 638 84.3 767 705.0 824 625 757 80.1 014 73.4 757 69.1 800 6A0 767 84.2 ODD 55.0 757 78.0 683 47.2 767 78.2 E91 41.3 757 78.5 591 721n 101.7 838 108.8 552 84.8 638 81.0 540 72.7 898 80,1 b30 638 838 72.2 621 58.5 838 66.6 fi14 SOB 838 82.3 808 42.4 83B b7,2 b00 30.3 B38 66.3 4B7 91.a B38 66.2 4B7 781n 88.5 b71 00.4 498 72.1 571 78.8 48B B . 671 07.4 470 64.1 571 60.8 471 48.0 571 55.5 484 432 571 61.8 459 30.0 57f 47.0 467 30.8 571 44.0 447 27,0 571 44.6 44B 78N 80.0 642 83.4 474 68.7 692 70.8 995 67.1 642 02.1 458 50.0 542 65.7 44B 44.4 692 51.0 442 40.0 642 47.6 437 93.9 642 42.8 428 28.8 542 40.6 425 25.D 542 40.1 423 BO In 521 407 63.7 381 4a4 4W 454 355 372 407 39.6 348 325 4D7 35.3 -3 28.8 407 32.1 338 280 q07 20.8 934 27.7 407 28.1 927 18.8 407 24.1 322 18.9 407 23.0 91B 08In 42.0 350 44.1 32. 35.0 350 37.2 314 30.7 358 324 309 28.6 358 28.0 3D4 23.8 358 28.1 300 21.5 358 24.0 2B8 17.9 358 2L0 280 15.3 358 18.2 284 login 30.1 283 30.8 255 26.1 283 25.9 251 21.5 283 22.5 247 1SA 283 10.0 244 16.7 283 18.0 240 1SA 203 16.5 237 111 N 27.8 287 28,3 242 23.1 2B7 23.8 238 18.8 2B7 20.8 235 17.3 287 18.3 231 15.4 267 18.6 228 120 h1 22.0 228 22.3 208 103 228 18.8 205 15.7 220 18.2 202 TABLE 4B Anchor Capacity Table (Ibs) Substrate: 2.7k Concrete 3.6k Cenc. I Follow CMU Filled CMU PT Wood Meal Anchor Clip P8lt0r09 Arohor �,�_ 3/18'Elco l8lrecon 1/4"Eleo Ntrecon 5118' Etco lOtrscon 3If B"EIco UlVaeon 1/4"EIca lAlra.on 1/4" S6 Elw A9g.O.l.r 5116" Eloo Ult - IW SS Elco Agg,.Galur 010 Sled Serew(GS) 012 Steal S.-(G5) 812 Sleel B-O215) Edge Didlance On): P 2.112" 1" 2.112" 3.1/8' 1" 2.112" 1' 2.1/2' 2' 3.1/B" :F 0.48' 0.64' 0.32A' Embedment On): 1-31C ta/4" 1.3/4• 1-3/4- Z' 1-114" 1-1/4' IAA 1-1/4" 1-114' 1.114" 2' 1-3/8• F3/i-r (sea note 4) 2 Anchors ® 4.75" Mln O.C. / Standard or 00sel CUD (Fig. 1): 390Ibe 3901be 46016s 880 lba 1644 lb. 2701ba 2501be 3541bs 7401W 468 lbs e641be 1182IM 3201be 4201ba 6601be 4 Anchors ®1.16' Min, O.C. I Standard (or 00tel) Clip (Fig. 2): 480 to. 70016e WA WA WA WA 3301ba WA WA WA NIA WA 6521be e401b 11201be { AnCh.rs a 3" MIn. O.C. / (2) 2x6 Angle CBp3I (Fig. 3): 7801bs 790lb. Sao lb. 1590 iba %98 lbe Me lbe 560 lbt WA 790 lb. 9381ba Soo lb. 23841be (F21be � ed0 b F201ba 2 Anch.re LQ 0.45" Mint O.C. / U-Gip, Into 1/8' Alum. (Fig. 4): WA WA WA WA NIA WA WA WA WA WA WA WA WA 716lbe 1 Anehor/F-Clp(FI9. 6): 105as 1951be 225lbe 445lbs 022lb. 135lbe 140lb. 1771b 370 Ne 2341ba 53216t 591 to. 16 - 2101ba 28016a 2Anchom Q 1.15" M r, O.C1 F-Cip (FIg.6): 240lb, 3501be WA WA WA WA 190 Iles WA WA WA WA 'WA 32(I lag 4201ba 68010e NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP-) X (ANCHOR CAP.._, .) =ANCHOR CAP.- MULLION CAP.,,e,,,_ 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) OFTHE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: FIGURE 2: TABLE NOTES: '111 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. O O SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 6: FIGURE 6: • O • 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 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 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 0.56. 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 LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1' X 236' X .650' MULLION PRODUCr REVISED as complying wilh the Florldp Building Cod. Ae.eptance No ) Ex imlionlTrite Jb Dy Miltml adoPr6duct, tro ,1\111111f /r, 2v::......... ... 4e, * ' No.58705 ST E A. LYNN ,IP.E. FL P.E.# 68705 TABLE SA Mullion Capacity Table (lbalfe Opening Width ((or verlicaly-spanning mullions) or Opening Height (tor horizontally -spanning mulllons) 50In 601n 701n 801n 80In 11001n 1201n 1401n 1601n 1"x 3.126" x Rectangulsr Loading Trap(Tdara. Loading Rectangular Inading Loading TraplT1�7.7 angular -wlrflang. Landing Rectangular Lording TrplTdan Loading RaetenBular Loading Trop/Tdarg. loadinu Rectangular Loading Tmp rdeng. L-d'ng Rectangular Loading Trap/Tdelg. Leading R"I"golar Loading Ta""Tdarg. Loading Rectangular Loading TraprTderg. Landing .600"Alum Tube Mull � eM§ Ec o$�g g drd T P F 3 a 8 $ k' 3 ¢`� 3_3 fc £ drc a g F a: 3 2c Al c`Y` ¢¢ ci cR` �&3' F5yp dC { i d s421n 3 a 3 c a-- 170.0 620 f70.0 435 170.0 744 1-11 608 770.1 50B 110.0 B82 111.0 511 170.0 1118 1-1 521 170.0 1240 170.0 521 17C0 1988 170.0 521 170.0 1735 170.0 521 154.4 1802 170.0 521481n '170.0 708 170.0 524170.0 850 170.0 992 170.0 630 170.0 1133 170.0 681 170.0 1276 170.0 677 170.0 1417 170.0 680 157.7 1577 170.0 060 135.1 1577 170.0 680 11a2 1677 170.0 680 50.625In 170.0 747 170.0 683 170.0 098 17Do 831 170.0 1D48 170.0 614 170.0 1185 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 141.7 1495 170.0 758 121.5 1495 170.0 75a t0a3 14D5 170.0 756 541n 170.0 797 170.0 612 170.0 958 17DO 691 170.0 1118 170.0 754 170.0 1275 170.0 603 166.1 1401 170.0 637 149.5 1401 170.0 850 124.6 1407 170.0 861 100.8 1401 170.0 e61 03.4 1401 170.0 861 601n 170.0 685 170.0 701 170.0 1.3 170.0 797 158.5 1156 170.0 878 138.7 1158 107.0 928 123.3 1158 158.5 917 111.0 1158 149.7 910 92.5 1456 144.E 903 70.3 1158 144.5 903 69.4 1158 144.5 903 831n 170.0 930 170.0 745 159.0 1048 170.0 850 737.0 1099 155.E 880 119.8 1049 141.7 848 108.6 104D 132.0 098 95.9 1049 123.5 626 79.9 1049' 1180 820 eB.5� 1049 118.8 819 59.B 1049 118.0 81B rn c 801n 168.0 055 170.0 709 738.0 955 161.3 604 119.1 955 133.7 7e$ 104.2 055 121.4 775 62B 855 t72,e 785 87.4 955 t08.4 757 09.5 955 99.8 740 59.0 055 98.7 746 521 955 08.7 746 -dj 721n 126.6 603 134.9 697 107.0 803 114.9 682 91.8 603 101.1 670 80.3 803 91.2 BSB 71.4 803 83.0 649 64.2 603 78a 642 63.5 803 722 632 46.9 803 60.8 628 40.1 603 69.7 627 2 78In 109.2 721 114.1 620 91.0 721 97.0 610 70.0 -1 85.1 BOS 68.3 721 76.5 5g5 60.7 721 70.1 586 64.8 721 65.4 579 45.5 721 ' 59.4 569 38.0 721 56.6 564 34.1 721 56.1 663 78In 1D1.0 084 105.4 698 84.2 884 80.4 587 72.2 684 78.4 578 83.1 889 70.9 567 56.1 BB4 84.4 658 50.5 884 5a9 651 42.1 884 64.7 641 96.1 0B4 51.3 536 31.6 889 50.8 534 00 m 85.8 574 87.8 458 54.8 514 57.3 448 47.0 514 50.0 440 41.1 514 44.5 433 36.6 614 40.5 427 32.9 514 37.3 421 27.4 514 33.0 412 23.5 514 30.4 406 20.8 614 29.0 403 08 in 54.2 452 6S.7 404 45.2 452 47.0 3B8 39.7 452 40.9 390 33.0 452 36.9 989 3D.t 452 92.9 97B 27.1 452 30.3 373 22.6 452 26.6 335 19.4 452 24.2 359 18.9 452 228 355 1081n 35.1 357 38.8 322 31.7 357 32.7 317 27.2 357 28.4 91T 29.a 357 7i.2 308 21.1 357 22.7 303 19.0.11..14. 280 16.8 957 16.0 283 13.8 957 16.2 T87 .71.B 357 78.0 263 Ill In 35.1 338 35.8 306 28.2 336 301 301 25.0 338 28.1 203 21.9 339 29.1 2B2 1Bb 338 20.8 288 17.6 284 14.0 338 16.5 276 12.5 338 14.a273 710 ..338 t3.6 289 1201n 27.7 288 28.2 263 23.1 280 23.7 259 19.8 2B9 205 258 17.3 28B 16.1 252 15.4 288 16.3 24B 13.9 248 11.8 269 12.8 240 8.9 289 11.4 238 8.7 268 10.4 232 Anchor Capacity Table (Ibs) Substrate: 2.7k Concrete 3.5k Conn Hollox CMU I FBIed CMU PT Wood I Metal Anchor Clip Patterns Anchor TYPa 3/16" FJco UAmcon 1/4' Mo. Ullrawn 1" 2-Vz' 5116" Elco Ullrmcon 3.1f8" &18' Elco Nl-on 1' 2-1/Y 114• E 1 Ultmcon 1" 2-112' 1/4" SS Eko A09IG"Ico1c 2' 6116" FJco Ulaaeon 3.1/ir 1/4' SS Et. AggleGetor 2' I110 Steel Scre7r (G5) . D.48° 9/2 Steel SO-(GS) 0.54" 812 Steel Soa v (G5) 0.32C Edge DSlonce(in): 1" 2-112' 2Anchor4094.75'MIn.O.C./Stendald Embedment QN: Clip IFlg. 1): 1-aW 390lba 1-3I4• 3001b.1 1-314• 4501b3 1-314' 6901ba 2' 16441bt 1-114, 270 lb. 1-114' 2801b3 1-1/4' 364 Ica 1-1/V 7401M 1-114, 4B0IW 1-1/4' 6641bs 2' 11821w "0' 328IW 1.3/8' 420lbs (see note 4) 580103 4 Anchors @ 1. Is, Min. O.C. I Stendald Clip (FIg. 2): 460lb3 7001ba WA NIA WA WA 3801ba WA WA WA WA WA 0521bs 840Ibe 112a I. 4 Anchom a 3' Min O.C. / (2) 246 Aryls Cllpa (FIg. 3): 50 Ibs 7801bs 680 Ibs 1560Ins Iage Ib3 54011,5 5601b3 WA 7901b3 938 lbs 880 lb. 23541ca 652lbs •840110a 11201bs 3Anohas ® 0.45' Mn. O.C.I U-Cilp, Into IW Al-ItFlg. 4): WA WA WA WA WA WA WA WA WA WA WA WA WA' NIA ION 1bs 1 Anchor /F-Clip(Fig. 5): 1051bs 1051b3 225 Ib3 4451b4 8221ba 1351bs 1401bs 177@s 116s 2941b3 1311bs "11b3 1131bs NO Its 2101bs 2 Anchors @ 1.15"Min. O.C. / F•Clip (Fig- 8): n1nTo Eno rue neeeer rr io nor= 1-1 -.1 2401bs .11 3501bs WA WA __ . WA __ _ WA _ ___ f901ba _ __ WA WA WA WA WA 3261ba 4201ba 8601b9 .na.n ,A. r cnn ♦V D ANCHOR VALUES AS IRC S IANUARU (LiV. -Ina+ ArA T A-01MENI rVKMULA: (OP„) X ( ANCHOR CAP.m\ ANCHOR CAP... (MULLIONCAP._,/ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REOUIREMENT 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. FIGURE 1: FIGURE 2: TABLE NOTES: • • • 0 0 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 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 3: -1 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. F- ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED FIGURE 4: FIGURE 6: FIGURE 6: 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-T6AND BE A MINIMUM OF.125` 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 PRODUCTREVISTID as eoutplying with the Florida Building Cade _ No.58705'- Q'. U (�3�it STA E 0 FCORIOP•'• �S � /''�/ d9/O �NAB- a A. LYNU i(�ILLEIR, P.E. FL P.E.# 58705 . TABLE 6A Mullion Capacity Table (lbslha) Opening Width (far vergcalyspanning mullions) or Opening Height (for horaonlally-spanning mullions) 501n 80 In 70In e01n BO In 1001n 120In 190In ISO[. 1114X.125 Loatling Loading Loading LOading ' - lmdOg _..__...,..... Leading Loading Loading Loatling Loodin0 Loedinq .._,„......a.menu. Londinp lmdl,p Loeding LaaAnB Loa®nq Loading Lsatling AIum.TUbe .�' F F a Al x �j P a Mullion 1a4 aD tY ¢n gt .;:• .F 11 -t K —1 s c5Fr 5 3 a� 8 �� qj 333 :9 3 II s 9 d a rc TALI G RC Anchor Capacity Table (]be) Substrate: 2.7k Concrete 3.6k Cone I Halo. emu Filled CMU PT WOod Metal AnchOfCli Patterns P Anchor Type: 3/t6• Elco Uilracon V4• Elco Ullrecon 6/M" Elco .1 con 3118' Elco Uibacan 1/4' El.. Ultremn 1f4' S9 Elco AggreGslor 5110' Elco Ulhacon 7/4" SS Elm AggiaGatm NIO Steel Screw(GS) N12 Steel Se w(G5) N72 Steel Scmw(G5) Edge Dlslance(in) Embedment (Iin)t 1• 2-12' 1" 2-11T 3-1f8' 1" 2-112" 1'I 240T Y 3-118' 2• 0.48" 0.54' 0.324" 1-314' 1-3/4• 1.314" 1.V4" 2- 1-114' 1.114" 1-114"1 1.114.1 1-114" 1-114, 2• I-xs- 1-318• (soo note 4) 2 Anchors Q 4.75" Min O.C. I SlandMi Clip [Fig. 1 or2) 39D Ibs 380Ibs 4501bs 6901be 1644 Iba 2701bs 280lbs 354lbs 7401bs 468 Its 664 Its 1182 lbs 3281b3 4201bs 6601be 4 Anchom@2,25'Min. O.C./ Standerd Clip (Fig. 3): 70D lbs— 70DIbs SBO Ibs Moles 952lbs WA 560 Its WA 6301ba WA 880 lbs WA 8621113 8401bs 11201b. • 8 Ancho• ®1.16' Min O.C. / Stamberd Clip (Fig. 4) 0601Ds 14001be WA WA WA WA 76D lbs WA WA WA N/A NIA 1304lbs 16BO lbs 224D Ibs 4 Anchors Q 3" Min. O.C. / (2)2x6 Angle Clips (Fig. 5) 780lbs 780Ihe 900lbs 1760Its 328E Its 540lbs 6601bs 708lbs 14801Ds 0381bs 1328Ibs 23041hs B521bs e401os 1120 !be e Anchors 0 3" Min O.C.1(2) US Angle Cups (Fig. 6): 11701bs 1170 Iba 1020lba 23401b3 28441b 6101bs 840Ihs WA 11401ba 14091b3 13201be 35481ba B781bs 12BO Ibs 1680Ihs 4 Anchos @ 0.45 Min. O.C. / Mile, into 118" Alum. (Fig, 7): NIA WA WA WA WA NIA WA WA WA WA NIA WA NIA WA 1432lbs 2 Anch—@2.25'MIA. O.C./F-CIIp(FIg. 6) 360Ibs 35DIDs 2" lb, 7051bs 476 It. WA 28D Us WA 31513s 01hs 440169 0Ib3 326lbs 420 lbs 5601be 4 Anchors Q 1615' Min. O,C. I F-Cllp (Fie• 0) d601ba 700IN WA WA I WA I WA 38D I b 8 WA WA WA WA WA 8521be1 840Ibe 1120 Ibs FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE B: FIGURE B: o ° ° • o ° ° o • ° ° • • • • • ro*. • I FIGURE 5: FIGURE 6: FIGURE 7: ANGLE CLIP (FIGURES 686) MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA: (OP—) X AN CAP.,_ANCHOR CAP... MULLION CAP.,,,,,,,,, USE THIS FORMULATO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FORTHE 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 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATICN BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. , 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM 70 ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6063-TS AND SE A MINIMUM OF ,125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. --� 1.000- f-- 4.000" .125" 1'X4'X.125'MULLION M canlplyins with tho Florma D.ildiir8 Cnde Acceplaam Nit pirollon Dete By Miam gdc Product Cat i 11111uu1/r/� R :'.• �1 N No.58705 Q 11 3E 11 r LU BT OF �''�7SSrotvA" � •�' A. LYNN MILLER, P.E. FL P.E.# 68705 TABLE 7A Anchor Capacity Table (Ibs) Substrate: 2.7k Concrete 3.5k Cone. I HUI"CMU Filled Cl PTWood Metal Anchor Clip PaBerns Anchor TYPO: 31t6' Elw Usracon 1/4' Elco Ullrecon 6/16' Elco Ultracan 3/16°ElwUltrecm 1!4' Elco UlVecon 1/4` SS Elw AggreGator 5110' Elco UWawn 1/4' SS Elco AggMGator 910 StW Screw (G6) 912 Steel ScMw(G5) 912 steel Screw (G5) Edge 01atance (In): 1• 2.1w 1' 2-Irr 3.1f8" 1' 2-1/2' 1' 2-1/2' 2' 3-118' Y 0.48` 0.54' 0.324` 2 Anchors @4.7V Min. Embedment (in) O.C./ Standard Clip(FIg. 1 or 2). 1-3/4" 390lbs 1Jl4' 390lb. 1.3f4° 450lbs 1.314' 89016s T 16441bs W/4° USlb8 1-1/4• 280Its 1-t14` 354 lb. 1-116• ,740 lb. 1-1/d° 489lbs 1.71d` 66411b5 2• 11821bs 1-3/8" 3281bs 1-3Ie• 4201bs 1—noto 4) 500lbs 4 Anchom ® 22W Min, O.C.I Standard Clip (Fig. 3): 7001bs 700 lbs 5601bs 14 00 lbs 952lbs NIA 580Its WA 6301os N/A 880lbs WA 052IN 6401b9 11201bs 8Anchon ®1.15' Mir. O.C.I Slend.rd Clip (Fig, 4): 9801" 1400lba WA NIA WA WA 76D the WA WA WA WA WA t304 lb. 18601bs 22d01bs 4 Anchary (� 3' 8,0n. O.C.! (2) 2x5 Angle Clips (Fig. 5): 780 lbs 780IN 900lbs 178016s 3288Ibs 64D Ibs Sao 11:3 708lbs 14B IIbs I 8361bs i328 ms 2384 lbs 852 lb 1 8401bs 11201be 8 Anchors Q 3' Min. O.C. ! (2) 2.5 Angle Clips (Fig. 6): 1110 lb, 117016s 10201ba 2340 lb. 2044 Ibs 6101ba 04015s NIA 1140 Ibs 1404 10a 1320 ms 3548 lbs B78 Ibs 128D lbs 1880 Ibs 4 Anchors (g 0.45 Min. O.C. / U Cllp, Into 118"Alum. (Flp. 7): NIA WA NIA NIA 11/A WA NIA WA WA WA NIA WA WA WA 1412 lb, 2 Anchors�: 350Ibs 350lb. 2901bs 705lb. 476lbs WA 280 lbs WA 3151bs 0lb, 440 lbs Sibs 328 lbs 420 lbs 6801bs 4 Anchors Q 1.15' Min. O.C. ! F•Clip (Fig. 8): 480Ibs 700lb, WA NIA NIA NIA 38o Ibs WA WA NIA NIA WA 6521be 84016s 11201bs �.,,...1r wr-r-Q., .,u r, we I nc QAMM ANUH.IH VA1 I LKN ANU ANUHUR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURES: FIGURE 9: • O 0 p • O O • • O O • • • • • 11.01.* U-0 FIGURE 5: FIGURE 6: FIGURE 7: • • • • • • • • • • • ANGLE CLIP (FIGURES 5%) MUST BE USED IN PAIRS. AR.. IiA1A111 T (DP_) X MULLION ) -ANCHOR 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 SHEET22 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 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 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-TS AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO SEA MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125" THICK AND A35. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. PRO➢UCF RF.YISED as complying with the Florida BEBMxu ipildingC da �101-1 Accpac n do� 111111111I!!! .......... LINIV /�� / No.58705 �••. A q 3•In � w_ STATE OF !, BONA\- . S E, A. LYNN MJLILER, P.E. FL P.E.# 5B705 TABLE SA In ® m �mm m Im Im Mm m M®=M =cum mmm =MGM= W ®� I���i NMM®0��MEM mmmm mmm mmmm cam ��mmm��W mm mmmmm W _ ®EMW MCEm m�0®mmm'Mmmm�MW ,mmammimm1mmM NO ���mmm M ��®m��m�mm®m :::m;m®�W mmm mmm�lmmmmmm mmmmm � �Mm ®cow m m mmmm mm M W!WW m mmm m♦mmmm� m mmmmm mmmmmmmmmm �m!m�®.�m®mm®�mmm®m®mmmmm��mmmmmm;mmmm ®mmmmmmmmmm' IMm,mm®mmmm WIN mimmmmmmmm:mmmm �mm W.®�mm m m�000000 mmmMmmMm,mmmmm�mm mm m mmmmmmmmmmmmm,mmmmmmmm.mmmm���m btf Anchor Capacity Table (Ibis) Substrate: 3.5k Cm. Holtow CMU FIIIedCMU PTWwd Maw Anchor Clip Patterns Mchor �.�: �2.7k.Crot. 3/16` Bw U 1l4' Elco UlUecan 6/1u' Elco uluaeon 3/16' Elco Uttrecon W Eke Ultracon 1H'GaElcoN19"Elw r;,...0r AEdge Ultnewn IhI3SElw AggreGatorSae.(GS) 01081.I 012Slael Screw (G5) 012 Steel 'Screw (OS) Damnce ant 1" 1• 2-vr 3.11" 1• 2.1/r r alrr r 3-1/W r 0.48• o.W 0.324' 2 Anchor!®4.7W Embadrom,(In). Wo. O.C./ ateWord Cllp (FIB• 1) 1.3/4" 39D Ibs 1-3/4' 300 too 1-3/4' 4501bs fa/4• Mlba 2• 18441bs 1.114" —7-0-1..4 1.114' UD Ibs 1.1/4' 3541ba 1.114" NMI 1.114" 488lbs 1-1/4• SMft r 11821ba 1.3/0" 326 IN 1.318' 4201bo (sea rote 4) 68olbs 4 Anch.. ® 1.15• No. O.C.I Standard Clip (Fla. 2): 480 lb. 700IN WA WA IUA WA 3801hs WA WA WA NIA WA 6621ba 840Ibs 11201bs 4 Anchors 6a 3'Mirt O.C. I(2) Nit Angle Clps(Fig. 3). 78D too 780 to$ 8801bs 15801ba 1898lbs 5401bs 680lba WA 7601bs B361bs 880 Me 23641bs 0521bs 84D Ila 1120 [be 4 Anehaa ®OAS' Mlrt O.C.I UCllp. Into 118' Alum. (Fig. 4): N/A WA NIA WA 11/A WA NIA WA WA NIA WA WA NIA WA 14321hs 1 Anchor I F-Clip (Fig. 5): 1861bs 195Ibs 225 Ibs 4451ba 6221be 135Iba 1401b9 177033 370Ibs 234lbs 332 Ibs 5911ba 1031bs 2101he 280Ibs 2 Anchors ®1.15• Mln. O.C. / F•C0v (Flg. 6): Ml1Tn• Cl1D Yl1C 11CCCCT n: :[. :roc T�,c c. n., 2qD toe 390Iba WA NIA IUA NIA 1801M WA NIA WA NIA WA 326 IN 42011,3 1 56DIbs ,:...: ,..,. v,+, , ER,. AND ANCHOR VALUES AS THE S IANUHt(u cur. FIGURE 1: FIGURE 2: 0 0 FIGURE 3: ANGLE • • CLIP MUST . • BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: M ADJUSTMENT (DP..) X "���"�� ���"'°""") =ANCHOR CAP... MULLION CZ.,,o,,._ 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 22 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 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-OD..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 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. O= PRODUCT REVISED as complying with Ilia Florida BuilAiilg Code ACc111011 a No E iretio ;Dale � %{p By Miam adaProduct � I -.411111111!/r. U............ ENS •.`.�F,p i No.58705 /— sT TE OF A. LYNN MILLK P.E. FL P.E.# 58705 I MOLD WD Anchor Capacity Table (149) SDb3tmte: 2.7k COl is 3.5k COLIC. I Hw-CMU Filled CMU PT Wmd Metal AnchOr011pPall6fns 2 Antlrom 94.75•MIn, Anchor T YPe: 3116•000Ullra= 1/4•Elcoutm= d1W EIO° UllrafAn 3/16'QcoWmcon 1I4'ElcoUifrawn 1/4' 99 Qco ABsroGOW d16- EIW Ulf— 114- SS EIM AogRG.Im 010 Steel 3—I'5) 012 Steel 3.ro (05) 012 Steel s—(G5) Edge Olslence pn): Embedment On): O.C./ StenOetd Clip ffig. I 2): 1' 2-11Y 1' 2.02' 3.1/e° 1• 2-112' 1' 2412' 2• 3-1/8° 2' 0.48" 0.5V 0.324" I-W4' 300 In 1-W4' 3901bs I-W 450In I 1.3W 2• 1644 In 1.1/4' 270IW 1.1/4' 280 in 1.1/4' 354@s 1-1W 740 In 1.1/4' 468In 1-1W 684 its 2' 1182In 1;3/8• 3261Ds 1,Ve 420In Ices rate 4) 560In 4 Amhors®2.01r Mm O.C. I StanOard Clip(FIg. 3): 740 In 740 in 630 In 1424 In WA 560 in WA 693 In WA 880In WA 652 IW 840@s 11201bs 6 Amhcrs Q 1.71' Mim O.C. I StWard Clip (Fig. 4): 885 Ib9 0501 758In WA WA 705 In WA 700Ibs WA WA WA 970 Ibs 1280 @3 1550In 4 Ancllory @ 3' MIR O.C. / (2) 2r5 Angie Cips (Fig. 5): 78D Ibs 7B0 bs 680Ibs 16e61bs 6401 E60In WA 7001bs 8381ba 880IW 2364In 652In B40IDs 1120 @s 6 Anchors 3•Mln. O.C./(])2r6Ar11te Clla (Fig. 5): iflOIW 11701be 1020In fl760111bs 2844 In 810In 840IDs WA 1140IM 1404 In 1320@s 3648In 078 Ibs 1260In i8B0IDs 3 Anchos Q 1.34" Min, O.C. / U-01p, Into 1/8• Alum. (Flg. 71: WA WA WA IUA WA WA WA WA WA WA WA WA WA 074 Ih 6 Amrh ® 0.64" Min. O.C. / UCnp, Into 1/B" AII:m (Flg. q NIA WA WA WA WA WA WA WA WA WA WA WA WA 214 Ibs 2 Anchom 285• Min. O.G / F-COp (Fl& e): 3701bs 3701Ds 31516a 7121bs WA 7Bll lbs WA 346Ibs WA 4101Da WA 026 @s 4201Ds 5001bs 3 Anchom @ 1.71• Min. O.C. / F..p (FIB• 10): 3801fn 3B0 In t o @s 8481bs 2701bs 2801be WA 300Ibs 46B IW 440 Ibe 11021bs 9261bs 42016s Sg01bs FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: O o 0 0 0• O lo* 0 o o • 0 0 *'�i 0• •• o o •• FIGURE 5: FIGURE 6: • • • • • • • • • • FIGURE 7: FIGURE 6: FIGURE 9: FIGURE 10: ANGLE CUP o • o o • (FIGURES • o 0 0 0 0 0 • MUST BE USED IN PAIRS. o •o o • o o • CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP ') X (ANCHOR CAP.AP.,,,,,:—) _ANCHOR CAP.,,, MULLION C,,,,, 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 22 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 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO Au 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITHAN 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 (16 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST SCREW THREADS BEYOND THE MATERIAL 2" X 4" X .25' MULLION withlbe Fmtida (Illlllli/ %-YNN .... ` No. 58705 * /= D 30�1{ rLLJ ST(( A E O .� S/ONA\- E . A. LYNFI MILWR, P.E. FL P.E.# 58705 TABLE10A Mullion Capacity Table(Ibslf(2 Opening Width (far varlically-spanning mullors) or Opening Height (far hodzonla0y-spanning mulllons) so in 60 in TOM 801n DO In 1GON 120 in WON 1601. 2%Bx,26 Rectangular Loading Trep/Trleng. Loading Raclang.f r Loading Traprideng. LoedNB Rectangular tootling T.PRdana. L0lding Rectarouler Loadln0 TrsplTdang. Loading Reclenguler Loading TrepRdsrg. Laeding RacloneU LoaG'nB Trap/Tdang,[RItangular Leading oedNO Trnprrdon9. Loe01nB RoctOn"d I Lowing Tap/Td ng. Loading Redarlguier Loading TrePlTdetg. LoatlN9 Alum. Tube Mulliong n -f £ » ;r k' $ .� . ' e k' e k' ' -o •u .. 5 sos >q 9 e � 13 §9 so42In Ba 170.0 62D 170.0 435 170.0 144 170.0 476 170.0 888 170.0 506 170.0 e92 170.0 519 170.0 1110 170,0 521 170.0 1240 170.0 621 0 140D 170.0 521 170.0 1735 170.0 521 1700 1983 170.0 521 48 in 170.0 Toe 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 601 170.0 1275 170.0 677 17Q0 1417 170.0 680 170.0 1700 170.0 68D 170.0 1983 170.0 68D 17QD 2267 170.0 680 5MG251n 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1040 170.0 eS4 170.0 1195 170.0 723 170.0 1346 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 750 170.0 2092 170.0 758 170.0 2301 170.0 755 541n 170.1) 707 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 B37 170.0 1594 170.0 858 170.0 1013 170.0 881 170.0 2231 170.0 881 170.0 2560 170.0 861 60N 170.0 885 170.0 701 170.0 1063 170.0 707 170.0 1240 170.0 878 170.0 1417 170.0 9N 170.D ISM 170.0 BBB 170.0 1771 170.0 1033 170.0 2125 170.0 1083 170.0 2479 170.0 1003 170.0 2833 170.0 1063 63In 170.0 gag 170.0 745 170.0 1118 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1873 170.0 1076 170.0 1859 170.0 1122 170.0 2231 170.0 1169 170.0 2a03 1700 1171 170.0 2875 170.0 1171 { 8BN 170.0 974 170,0 769 170.0 1188 170.0 903 170.0 1389 170.0 1002 170.0 1558 170.0 1088 170.D 1753 170.0 1165 1T0.0 1848 170.0 1210 170.0 2338 170.0 1275 170.0 2727 170.0 1288 170.0 3117 170.0 7286 d 72 in 170.D 1C83 170.0 878 170.0 1275 170.0 1009 170.0 1488 170.0 1128 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1387 170.0 2550 170.0 1488 170.0 2975 170.0 1529 170.0 3400 170.0 1610 J 791n 170.0 1122 1 170.0 937 170.0 1348 170.0 1080 170.0 1570 170.0 1209 170.0 1794 170.0 1322 17MO 2019 170.0 1421 1 170.0 2243 170.0 1505 170.0 2892 170.0 182E 170.0 3140 170.0 1694 170.0 3580 170.0 1705 _^ 781n 170.0 1161 170.0 987 1700 1381 170.0 1116 170.0 1611 170.0 1250 170.0 1842 170.0 1389 170.0 2072 170.0 1474 170.0 2302 17D.0 1554 170.0 2763 170.0 17D0 170.0 3223 170.0 1777 170.0 3583 170.0 1796 901. 170.0 1328 170.0 1744 170.0 1604 170.0 1328 170.0 1859 170.0 1488 170.0 2125 170.0 1659 170.0 2391 170.0 1703 770.0 2856 170.0 1816 170.0 3188 170.0 2726 168.0 9413 170.0 2273 130.6 3413 170.0 2307 96In 170.0 1417 170.0 1232 170.0 1700 170.0 1434 170.0 1683 170.0 1022 170.0 2207 170.0 1704 170.0 2550 170.0 1052 170.0 T833 170.0 TOGS t 180.1) 3189 170.0 2330 137.1 9199 168.8 2470 120.0 3189 158.1 2428 108In 170.0 1594 170.0 1409 170.0 1013 170.0 1847 170.0 2231 170.0 1670 170.0 2550 170.0 2078 164.5 2781 f70.0 2271 448.3 2781 181.0 2333 123.6 2781 140.4 2281 105.0 2781 126.9 2234 927 2781 116.0 2190 111 N 170.0 1636 170.0 i454 170.0 1966 170.0 1700 170.0 2293 170.0 1932 170.0 2621 170.0 2149 151.8 2632 162.3 2245 138.0 2832 148.4 2216 113.8 2632 123.4 2108 97.6 2032 11&1 1 2120 65.4 2632 100.3 2006 120N 170.0 1771 170.0 1688 170.0 2125 170.0 1869 154.4 2252 1 159.8 1 1981 133.1 2252 741.4 1064 120.1 2252 127.2 1898 708.1 2252 176.1 1815 90,1 1 2262 1 89.8 1B72 77.2 2252 8fl9 1836 W.B 2252 81.4 1808 1441n 125.1 1564 12&6 1445 104.3 1504 108.1 1426 89.4 1584 01.5 1407 7&2 1664 80.7 1390 60.6 1564 72.3 1373 1 82.8 1664 05.7 1358 52.1 1664 96.0 1330 44.7 1684 dB2 130b 39.1 1504 "A 1283 4 ARI F 1nR Anchor Capacity Table (Ibs) 8u .Irate: 2.7k Concrete 3.5k Co.. Hollav CMU FWcd CMU PT Wood Metal Anchor Clip Patterns Anchor T Type: 3/18" Elco Uerooen 1/d' Elea Ultrecon 6/16• Elco Uaracon J/16• Elco Ullrecon 1/4' Elco Ultracon 110 SS ERo AggreGator BH6" El- Ultmeon 1/4- SS Elco Agg®Gelor "I Steal S-(G5) 012 Slaal Screw (G5) 012 Stool Screw (G5) Edge L1slance(my 1- 1• 2-1/Y 3-1ta• 1• 2.1re 1' 2-NY Y a-116" 2• 0.48' 0.64' 0.324' Embedment U.) W/4' Wld'2 ArtUnn ®4.75• Min. O.G / SkMard Cep (FIB• 1 or 2) 3B0Ihs 450Iba 0801bs 16141ba 27D Iba 280 lba 3041ba 740 Me deb Ibs 0541ba 11821bs 326 Me 420In. 660 4Anchom®4.68' Min. O.C. I Standard Clip(Fig. 3), 7001bss 000lb. 17801bs 30841be 5401bs 500 lba 708lbs 14801be 9381be 1104 Ibs 2364 Ibs 862 The 8401bs 1120Its BAnclore ® 1.71•Min. O.C. i Standard Clip (Fig. 4): 11801bes 1.1A 1010lbs 2695 Its WA NIA 940 lbs NlA 106616s NIA WA WA 13041bs 1080 lbs 2240 lbs 4 Amhore @ 3° MIn. D.C. / (2) 2.6 Angle C:Ips (Fig. 5): 780 lbsa 680 Ibs 1660 lbs 189616s 540 lb. 5601bs WA 7601be $36lb. 880Ibs 2384 Ibs 6521ba 8401b. 1120Ibs 8 Anchers@3'MIn. O.C. 1(2) 2s5 Angle Gigs(Fig. 6): 1560 lb.s 1360lbs 31201bs 37D21bs 10801be 1120 Ns WA 16201bs 18721bs 1760lbs 47281hs 1304 lira 1680lbs 22401bs 12 Anchors Q 1.F Min. O.C. / (2) 2.5 Angle Op. (Fig. 7): 4 Anchors Q 1.34' MIn. O.C. / U-GIp. Into 1/6• Alum. (Fig. 6): 16801has W401be 3760 Ibs N/A WA 13200. WA 15001be WA WA NIA 195616a 2020 )be 33601ba WAWA WA WA N/A NIA NIA WA NIA WA NIA WA N/A 1432 Use 8 Anchm Q 0.64- Min. O.C. / U-Cllp. Into 1/6- Alum. (Fig. 9): WAWA NIA NIA WA NIA WA NIA WA WA WA NIA N/A 2864 lbs 2A.b.. @ 4.68" Mln.O.C./ F.Cgp (Fig. 10): 39801bs 390 @s 4601bs 8901ba 1632 lba 270 th• 2801bs 3541b. 740lbs 40B Iba 5521bs 11821ba 32e [be 4201he 5601bs 4 Anchors ®1.71-MN. O.C./F-C9p(Fig. ill 580lb. 70D Iba 505 Me 12981bs NIA WA 4701ba WA 5331ba I WA I WA WA 1 6521ha 1 8401bc 1120lbs FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: FIGURE 10: FIGURE 11: TA13LE NOTES: • o • • • oo • • • • • o0 ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP.) X ANCHOR CAP.,,,°,u, \ ANCHOR CAP.„,,. MULLION CA,,,,,/ 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 MAYBE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1-2.000--I .250" 0 0 0 0 0 0 0 0 0 0 0 0 • e o • o a • 0 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 6.000. o e o 0 0 0 0 0 0 0 0 0 • o o • .• o e •, 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 18-20. o e e • o o • o • • • . o • a • ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAYBE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. FIGURE s: FIGURE 6: FIGURE 7: 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS, HOLLOW AND GROUT -FILLED • • • • • • • • ANGLE CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED CLIP (FIGURES YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF .125" • • • • • • • • 5 -7) THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046' THICK (18 GAUGE). STRUCTURAL STEEL TO MUST BE BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW U - • • • • • • • • USED IN THREADS BEYOND THE MATERIAL. 2'X6•X.25' PAIRS. MULLION as complying with llte Florida Building Cade Aclepl071ce No ��� Ex louden -to lvl and ode P7aduc(Coit-m /11111111 )// .........yy(� No.58705IX *,= �• �•. SY fEOFII ONA\- E.. A. LYNN UILLER, P.E. FL P.E.# 58705 TARLF 1IA Mullion Capacity Table Ibs/tt' Opening Width (for vertleally-spanning mdffons) or Opening Height (for horizontally -spanning mullon9) 501n 80 In 701n so in 901n 100 in 1201. 110 In 160 In 1.26" X 2.11" Redangm.r Loading I T.PtTdang. Loading Rectangular Loading Traprldang. Loading Rectangular Wayirg TOPITdanD. Lceding RmlenoUlar Loading Trap/7dang. Loading RectantrulBr loading TYepRdang. Loading Rectanguar Loading Trep/Riana. LoedNO Re Implar Loading Tmp/Tdel 1. Loading Redengulr Loading TtTdang.- Loading Redangular loading TMP)Tdarg, Loading x .126" Alum Tube MullB ,� 2g y�h¢, da' 6 f q[F, d`d $ s r7_ci $ s $ d ;i Is 3` s 5 3`i5 § s fPf¢�,• d3 ;s 3`S d` �gj�y1 E2 d a`y7g¢ dd ri '$l �E�{r dame 'rQ3 3`3 'g 6 ., ci` pg�r d'd 303 f�$ ¢�, dd �rc 5y7 E 8� 5 421n 144.2 528 167.0 428 120.2 528 148.9 419 1050 528 138.9 414 90.1 526 134.E 411 80.1 628 134A 411 72.1 528 134.1 411 60A 628 134.1 411[24 526 104.1 411 46.1 Sze 134.1 411 46 In 06.6 403 108.0 333 00.5 403 94.7 325 69.0 403 86.4 320 00.4 403 81.4 317 63.7 403 79.1 315 48.3 403 78.0 314 40.3 403 78.6 314 403 78.6 314 302 403 78.8 314 60.8261n 823 382 81.0 301 88.8 382 T9.3 294 58.8 382 71.9 288 61.5 382 87.2 28B 45.7 9B2 84.a 284 41.2 a02. 83.8 283 34.3 362 83,6 2B3 362 89.6 2B3 2fi.7 3B2 83.6 2e3 611n 87.8 370 74.1 2W 68.6 018 64.2 281 40.5 31B 67.7 258 42.4 31B67.6 253 37.7 318 60.8 260 33.9 318 48.6 249 28.9 918 49.1 248 S18 4g.1 248 212 718 49.1 248 801n 49.5 258 69.1 218 41.2 268 d5.] 2td 35.3 .258 40.7 2f0 70.9 268 37.2 207 27.5 25B 54.9 204 24.7 258 SJ.4 203 20.8 258 322 201 268 32.2 201 15b 258 32.2 201 63 In 42.7 234 45.8 200 35.6 234 $9.1 195 30.6 2234 34.7 1a2 26.7 234 31.6 189 23.7 234 29.4 166 21.4 234 28.0 184 17.8 234 28.6 183 234 26.6 183 13.4 234 26.6 103 681n 37.2 213 39.4 103 31.0 213 33.7 179 26.5 213 29.8 178 23.2 213 27.0 173 20.6 213 25.1 170 I8.6 213 23.7 189 15.6 273 22.2 187 213 22.0 188 11.8 213 22.0 166 721n 28.8 179 30.1 165 23.9 17B 25.8 ib2 20.4 17B 22.6 148 77.B 178 20.3 147 16.8 779 18.7 145 78 in 24.3 101 25A i4D 20.9 181 21.0 1ST 77A 101 79.0 135 YS.2 187 77.0 133 781n 22.6 162 23.5 133 78.8 162 18.9 131 16.1 152 17.6 128 - Anchor Capacity Table (Ibs) Subelrele: 2.71, Con -le 3.6k Conc. Hollow CMU I FRIA CMU I PT Woad Melel ' Anchor Clip Patterns Anbhor T7Po: 3/18' El.. Ullmcon 7/4• Elca Ulinebn 5110 Elca Ullmcon WIT EIeD Ullree0o 7l4' Eleo NlydrAn 1/4-SS Elco AggmGBlor 6118•Elco U11Mcon 1/4•S5EI<o Agg.G0lol Y1061e•I' SMW (G5) N/281ee1 Screw (05) Nf261e<I Screw (G5) Edge DI.W.. On): 1"1 2-1/r 1' 2-1/r 3.1/0' 1" 2-17r 1• 2-1/r r 3-1/8" 7 0.98' I-W c.a24' Embedment on), I-W4" 1314• ta/4' I'M" 2" 1.1/4• 1.1/4" 1414' 1.7/4' 1-1/4' 1-1/9° 2' 1-31d' 1J(a' (eea note 4 4 A-.. ® W Ml& O.C. / (2) 2,6 Angle Cltp• (Fig. 1Y 7801b• 7001ba 68a lbe 1500Ibs i0B01bs 5401bs SBO Ibs WA 7801b9 0301bn aeo ma 200410s 6520s .01Q9 193210s FIGURE 1: 0 0 1 ANGLE CLIP MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET22 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 18.20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 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 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 EXTENDAT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP ,)X /ANCHOR CAP.,,""„a,� _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. PRODUCT REVISED as complying with the Florida Lhul8lhg Codo 1 Acceplom No Ex li6ilD 1)utu D Miami ad.Froducl"Cc 1� U 111111177 pN..........YNN � a��',.•'�UGENSF''•.F� No.68705 �o`•� 113011 :cw i�0'- STA EOF _ \ i/7 IO Al- �.. A. LY'W �11fLILELR, P.E. ` FL P.E.# 68705 TABLE 12A Mullion Capacity Table (Iba/ftt) Opening Width (forvarticallyspanning mUilons) or Opening Height (for horizontally -spanning mtdgores) So In 60 In 701n BD In 90In 1001n 1201n 1401n 1601n 3.25" 30 Rectanguar Loading TrapTrlaig. Loading Reelengule Loading Trap/Tdang. Loading Rectangular Leawrg Trapideng.LRmhngular Loadingding Trep/7rian9. Loadho Rectangular Laadi,lp 7mpTllang. Loatlin9 Rectangular loading T-P?rlang. Looding Rectangular Lwdl g TrapTdeng. Lending Rectengular Loading TrapTdeng. Loadrg Redangular Loading TrapTdeng. Loading DEG. AL BAY MULLS g x gg �B v ggkda- A�,a�� S` cR aT` 3 Q�9gfo 3 3 a4 Me 3 aeA 9_�� fc di o: am aUq K s ¢K4K1 �o Q� 421n 170.0 62D 170.0 435 170.0 744 170.0 478 Von 608 170.0 500 170.0 992 170.0 519 1700 1116 170.0 521 170.0 1240 170.0 521 170.0 1408 170.0 621 170.0 1735 170.0 521 19111 1740 170.0 521 481n 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 770.0 Sol 170.0 1275 170.0 677 170.0 1417 170.0 680 1522 1522 170.0 060 13D.6 1522 170.0 080 114.2 1522 170.0 680 50.025In 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1040 170.0 684 170.0 1105 170.0 723 170.0 1346 170.0 747 164.2 1443 170.0 756 Me 1443 170.0 756 117.3 1443 170.0 75B 102.0 1443 170.0 750 541n 170.0 797 170.0 612 170.0 B58 170.0 6B1 170.0 1116 170.0 754 170.0 1275 170.0 803 160.4 1353 170.0 537 144.3 1353 17D.0 856 12&3 1353 170.0 881 103A 1353 170.0 Sal 902 1353 170.0 Bel 601n 170.0 US 170.0 701 170.0 1.1 17e. 797 187.0 1218 170.0 878 148.1 1218 170.0 944 128.E 1216 159.8 836 116.9 1216 152.1 924 97.4 1218 146.1 913 83.6. 1218 148.1 913 7&1 1218 143.1 913 e31n 170.0 93D 170.0 745 170.0 Ille 170.0 850 150.2 1150 188.8 933 131.4 1150 153.0 914 116.8 1150 14l.0 $98 105.1 1150 134.2 885 87.6 1150 126.7 871 7&1 1160 126.2 870 65.7 1160 128.2 870 rn 66 In 170.0 474 17D.0 789 152.4 1048 165.E 881 130.6 1048 148.6 684 174.3 1048 793.7 850 101.e 1D9a 123,4 638 91.4 1045 116.8 830 78.2 104E 108.9 821 85.9 1098 108.2 818 67.1 1048 106.2 818 721n 190.8 880 147.E 784 117.4 880 12&D 74B 100.0 B80 170.8 734 8&0 880 103.0 722 78.2 880 92.0 712 70.4 880 80.2 703 58.7 -0 79.2 6B9 50.3 800 7&6 696 44.0 890 78,4 BBB 761n 110.7 790 125.1 690 60.8 790 108.4 676 85.5 780 790 83.8 652 68.5 790 76.9 643 59.9 79D 71.7 635 49.9 780 65.1 624 428 780 62.1 ate 37.4 790 61.5 617 781n 110.8 750 115.5 857 92.3 750 88.1 644 70.1 750 750 77A 621 61.5 750 70.6 612 65.4 750 65.7 605 46.2 760 59.4 594 30.8 760 68.2 588 34.8 75D 65.6 50 Go In 72.t sea 74.4 500 00.1 663 82.9 491 51.5 563 563 48.9 475 40.1 563 44.4 468 38.1 563 40.0 462 30.0 683 38.2 452 25.0 503 33.3 445 22.5 583 31.8 442 96 In 69.4 495 61.1 443 49.5 495 51.5 435 42.4 405 j [24.0 495 30.D 421 33.0 493 3&1 415 29.7 495 33.2 409 24.8 495 29.1 400 21.2 405 28.6 394 18.6 495 25.0 390 1081n 41.7 391 42.8 353 34.8 391 35.9 348 29.6 391 391 27.8 337 23.2 391 24.9 333 20.0 301 22.8 320 17.4. $91 19.7 321 14.9 Sol 17.8 315 111 In 3&4 370 99.2 335 32.0 370 330 330 27.5 370 370 25.3 320 21.4 370 22-8 318 19.2 370 20.E 312 16.0 370 1&1 206 1201n 30.4 317 30.9 2B9 25.3 317 26.0 284 21.7 317 317 19.0 276 18.9 317 17.9 273 1441n ITS 220 17.8 203 Anchor Capacity Table (Iba) Substrate: 2.7k Concrete 3.5k Co..jElcoujncon Hollow CMU FTi Ied CMU PT Wood Mete( Clip PaBems Anchor Type: 3118" Elco Ubacm Ile Elco Uilracon 5116" Mco UWecon on 1N' Elco UlNeeonAnchor 1/4- SS EJeo AggrDGetor 511W Elco Ultrocon 1/4" SS EIC0 AggroGotor Magical ecmw(G5) 512 Steel Screw(GS) #12 Sted 6uaw(GS) Edge Distance Qn): 1° 2-11Y 1° 2-11Y 3-L8' Y - 1' 2-11Y Y 31/6" Y 0.46' 0.54°0.3Embedment Cn): 1.314' 1-3/4' t-3/4" 1-3/4' 2' 4' 1-1l4' 1-1/4' 1-114' 1-114" 2' 1.3/8' 138' (see xte 9) 2 Anchors ® 5" Min. O.C.I (2) 2x6 Angie Clips (Fig. 11 390105 3901b3 4601bs B90lbs 11001bs be 35416e 74016a MIN 7201b9 11821ba 32B Iba 4201bs 5001be 4 AnchoB 0'.5' MinO.C.1(2) 2x5 Angle Clips (Fig. 2) 7801bs 7B0lbe 7901bs 1670Its 25251be Iba NrIA 112016s 9361hs 680Iba 238/ Iba 6521bs B401bs 11201hs B Anchara®271"Min. O.C./(2)2x5Angle Clips (FIg. 3j 11201bs 172DWs BBBIhs 22481bs 22S41bs 10.3 NA 1059Ibs WA 132016s NIA 978Ihs 12801bs 16801hs FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP (FIGURES 13) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 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 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 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 0.65. ALUMINUM SHALL BE 6053-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 LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP,")X ( MANCHOR CAP.,,,"rw,) _ANCHOR 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. 20' BAY MULLION I3.2/ 50" did FIAT (/ .t1k11111111//!r = * ' No.58705 STATE O ; �•; A LYNN4MILLER, P.E. FL P.E.# 58705 TABLE 13A Opening Width (Ior Iy-spanni minions)orOpen)ngHeight((orholi2ontalty-spannirgmullions) 501n 801n 701n a0I _ so in ° 100In I120In 1401n 160In ..._..w- ..__._w-.� ..�r....�. w. ........n..... .••+N ...°..a. ..mantlwa �"N aiu,M. .25" 45 n0 oe ng Loading Loedhg Loading Loading Loeding Loading Loedlrryl Lmdl. Loading Loeding Loading Loatling Loedlrro Loedmg Loading L®dln0 DEG. AL �' D �' ,..' F BAYMULL $� g Ag a a� a.E aS 9gg `s '�" a & a`rc s a`rc a a d`rc so: 2 arc E� ¢s a`� 11T•AMI C I — Anchor Capacity Table (Ibs) Substrate: 2.7k Concrete 13.61, Cone. I Hollow CMU Filled CMU PT Wood Metal Anchor Clip Patterns P MchofType: 318'EcoUilracon 1/4'ElcoUllrewn V 2-11 6118" Elco UlIrecon 3/16-ElcoUltra.. 1!4"El..Ultracon 1!4' SS Elcw A raeator 6118° Elco Ultrecan 1/4" SS Elco AggreGeicr d10 Steel Scew(G5) 412 Steel Screw(GS) 912 Steel Screv(G ) Edge Getence pn): 1' 2-112" 3.116' 1° 2.1/Y 1' 2-t/2' 2' 3.118' T 0.48' 0.54" 0.324° 2 Anchors@5'M11fn. Embedment (In): O.C.I (2)2x5 Angle Clps 1.3/4° 3901ba 1-3l4' 3901bs 1-314" 13/4' 4501bs Ibs 2' 17001hs 1-1/4" 27016s 1-1l4" 280Ihs 1-114' 35416s 1-1/4' 7401bs 1.1/4" 4681bs 1.1l4" - 7201bs 2' 11821bs 1418" 3281bs 1318' 4201hs (see note 4) 6601bs 9 Ancaora (iQ 3.5'MIn. O.C./(2)2s5 Angle CLp Fig.2 7801bs 76016s 79D We 16701bs 2525 IM 64016s 560 Its N/A 11201bs 93816s 8001be 236d 1b5 8521hs 8401bs 1120lbs 8 Anchors ®2.71' Min. O.C.I (2) 2rt5 Angie CIp4 (ig. ): 11201b4 11201ha B58Ibs s 2254 Ibs NIA 1 840lbs N/A 10501b5 N/A 13201b5 NIA 678 ns 12861bs 1680lbs FIGURE 1: FIGURE 2: 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 22 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 18.20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 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 BE A 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, Anllim UB UAVAUI I T AVJUS IMCNT 1-ORMULA: (DP..) X ( ANCHOR CAP.,,,,,,,„"` = ANCHOR CAP.., `MULLION CAP _ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TOAN 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. PRODUCT REVISED as complying with the Florida Building Code „ __ �/ \1111111/� r No. 58705 STAF 01 ��T�''•. FLORIOP..�G\\ I &BONA\-�,'' A. LYNN MILL'dk, P.E. FL P.E.# 58705 1" X 2.75• X .650° MULLION 6063-T6 ALUM. X-SECTION u-aw 6063-T6 ALUM. STANDARD CLIP I X-SECTION 2X6 ANGLE CLIP 2.000° I 8063-TB ALUM. I 2 125" 6053-T6 ALUM. X-SECTION 2.000' X-SECTION .125• 7- I I .125" J I L ' .740' F- 6.600• .375" 3.125' - CUT HERETO 375" `� CREATE F•CLIP, SEE MIN. MIN. I DETAIL F, SHEET4 1.15" MIN. O.C. �- 0.312- STANDARD CLIP 6083-T8 ALUM. TOPVIEW 5.500' .375" .375" MIN. MIN.' 1.15" + -MIN. O.C. 0.312° I B D I OFFSET CLIP 6063-T6 ALUM. TOPVIEW Q .338" MIN. U•CLIP 8083•TB ALUM. A I E USED FOR ALL X2°AND 1° X 2.76' MULLIONS SHEETS 5.8 0 225„ TYP TOPVIEW � I .338""_MIN. U-CLIP 8083-T6 ALUM. 1° X 3.125" X.500" A BULL ONLY SHEET 9ONLY SHEET E> TOPVIEW .338" MIN. U.CUP 6083-T8 ALUM. 1.25' X 3.188' X .266• A MULL ONLY, SHEET 12 TOPVIEW HL E TABLE B F6.000'-{ I .376" MIN. I- 0.312 3.000- MIN. 2X5 ANGLE CLIP 6063•T6 ALUM. TOPVIEW ® µHµ A ^RR I ao �_ 3.188' I .125' W 10 2.116" I265' .125" T .s9D• j 0 J 1.25' X 3.188° X.265' MULLION 1.26'X 2.11'X.125"MULLION 6063-T6ALUM. 6063.76 ALUM. Q X-SECTION X-SECTION to OO TABLE A UW O ' Mull Dimension (sheet PGT Part# Mullion Std. Clip Offset Clip U-Clip Angle Clip 1" X2" X.125" (5) 66605 666113M 6661118M 666243M 066511M 1" X2" X.375" (6) 666000 666114M 0661119M 666244M 666512M 1- X2.75"X.375" (7) 65607 666115M 6661120M 666245M 666513M 1" X 2.75" X .650" (8) 66608 666116M 6661121 M 866246M 666514M 1" X 3.125" X.500" (9) 66637M 6661116M 6661114M 665242M 666515M 1.25" X 3.186" X.265" (12) 86641M 6661117M 6661113M 066241M 866516M 1.26" X 2.11" X .125" (15) 1 69370 WA I N/A I WA 666517M NOTES: 1) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Dimension Value (In) For Mullion: A 1.626 1" X2" X.125" Aluminum Tube Mullion - B 2.654 C 0.895 D 0.740 E .450 Min. A 1.126 1" X2" X.375" Aluminum Tube Mullion B 2.404 C 0.636 D 0.400 E 0.450 A 1.876 ," X 2.75"" X .375 Aluminum Tube Mullion B 3.000 C 0.767 D 1.118 E A50 Min. A 1.312 T' X2.76" X .650" Aluminum Tube Mullion B 3.000 C 0.476 D 0,836 E .450 Min. A 2.000 1" X 3.125" X .600" Alum Tube Mull B 2.637 C 0.863 D 1.137 E .450 Min. A 2.626 1.25"X3.188" X.265" Alum Tube Mull B 3.262 C 0.862 D 1.762 E .450 Min. A ' 1.813 1.26"X2.11"X .121" Alum Tube Mull PRODUCT REVISED mplyhrg with Iho Florida Building Code _,,,,,, maim= �� •��.•''�,�cENSF'' .F'Q _- No.58705 STATE bF SS��NA��� . A. LYNN MIL EW,hP.E. FL P.E.# 65705 -j 1.00D- 1.000" �- 4.000" 4.000" .125' aSTF 125" F.125" 1"X4'X.125"-T 1"X 4`X.375" MULLION MULLION 6003-T6 ALUM. 6003-TB ALUM. X-SECTION XSECTION 2.661" 1.377'- .126' I .126" 30' 3:260" 30° BAY MULLION 8083-T8 ALUM. I XSECTION .228"�--,981"-� 125" 45' BAY MULLIC 6003-T6 ALUM. .226"�-,981"� I .125' 2.000" I .125• STANDARD CUP 8063-To ALUM. XSECTION .376" 3.126°-j CUT HERE TO _ CREATE F-CLIP, SEE MIN. I DETAILF,SHEET 4DETAILF.SHEET4 MIN.' p I I + / 0,312" O.C. 0.c I t F O I o t O STANDARD CLIP 6063-T6 ALUM. TOPVIEW 5.500°� .375" MIN. 375" - i 1.15" O.C. ('� I + MIN. Y 0.312" 2.260" I 3.000" O ILO o NOTES: 1) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. OFFSET CLIP 6063-76 ALUM. TOPVIEW .338° 450" O MIN. F 0.225' U-CLIP 6063-T6 ALUM. USED FOR ALL V X4" MULLIONS, SHEETS 10 811 TOPVIEW TARI P n TAPILF r -'1 1--.126" 2.000" 125" L2X5 ANGLE CLIP 6003-TB ALUM. XSECTICN -----6.000° I ,375° r MIN. o .37E F0.312" MIN 0 01 2X5 ANGLE CLIP 606346 ALUM. TOPVIEW Dimension Value (In) For Mullion: F 3.687 1" X 4" X .125" Aluminum Tube Mullion G 1.000 H ' 2.680 F 3.187 1"X4"X.375" Aluminum Tube Mullion G 0.757 H 2.4 00 F 2.813 30' Bay Mull F 2.875 45' Bay Mull Mull Dimension (shoot#) PGT Part # Mullion Sid. Clip Offset Clip U-CIIp Angle Clip 1" X4" X.125"(10) 693.04 666111M 6651122M 665241M 666518M 1" X4" X.375" (11) 66610 ' 656112M 6651123M 666242M 666519M 30 Degree (16) 66649 WA WA I I A 8665110M 45 Degree (17) 66650 WA WA N/A 6665111M q J2.71"MIN. O.0 (BAY MULLS) 0 3.00" MIN. O.C. (1"X 4" MULLS) the Florida // \r �.t11111111ii�i 1.YNN 'v�cENSE" k No. 58705 ��• ST?E10, ��'�;SS�ONAL � •' A. LYI�I(IULLEA, P.E. FL P.E.# 68705 TABLE E Mull Dimension (sheet#) PGT Part Mullion Std. Clip U-Clip Angle Clip 2" X 4" X .25" (13) E6602 666261 M 666271 M 6665119M 2"X6"X.25"(14)j 66604 666262M 666272M 6665113M NOTES: 1) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2.000" .250" 4.00" 2" X 4° X .25° MULLION 6063-TBALUM . X-SECTION 250. 1--2.000"--1 6.000" 2• X 8• X .25• MULLION 6083•T6 ALUM. XSECTION STANDARD CLIP 2.000° 6063-T6 ALUM. X-SECTION I 125" 1.490° U-CLIP 2125" J-� 6063-T6 ALUM. X-SECTION 126" �1.490. 2X5 ANGLE CLIP 6063-T6 ALUM. 2.000" X-SECTION 126" 5.500' CUT HERETO 5,000" 3,500" CREATEF•CUP, .375" `C I SEE DETAIL F. •375" .375' 3.000" MIN. O.C. ,375• MIN. SHEET4 MIN. 0.225' MIN. I 0 + 0 1.715° 1.344" 0.312' MIN. O.C. 2.68B" O.C. - --- -- - 3.438" 3.435" De --© ---- 0 0.312" 3.438° I .375' 0 O O 0 0K,MIN. I L L- .637° MIN. O.C. .375" MIN. 9- STANDARD CLIP 6083-TB ALUM. TOPVIEW b.600"I{ CUT HERETO 1 CREATE F•CLIP, 376° SEE DETAIL F, ' SHEET4 MIN. I I 0 1.715' MIN. O.C. \\y(^.') 0.312° 4.088' 5.42 O I 2.820' L- STANDARD CLIP 6063-T6 ALUM. TOP VIEW U-CUP 6003-T8 ALUM. USED FOR 2" X 4" MULLION, SHEET 13 TOPVIEW 0.225" 0 1.344" I O.C. O10 OI0 I 910 637• MIN. O.C. U-CLIP 6083-78 ALUM. USED FOR T X 6" MULLION, SHEET 14 TOPVIEW 2X5 ANGLE CLIP 6063•T6 ALUM. TOPVIEW 1"-----5.000°--� 2X5 ANGLE CLIP 6063-T6 ALUM. TOPVIEW sxa PRODUCT REVISED as ca .plying wilh the Florida Building Coda -D 201. Acxptalce No �p Ex irafian i?Wo B Miani ode Produc Illlllll 1r * No. 68705 o iPO'•. vL STA E OFI r =: ''/SS10NA� A. LYNN MILLER, P.E. FL P.E.# 58705 EXAMPLE 1: SINGLE VERTICAL MULLION NOANCHORS IN HEAD �- SEE E�EEFENESTRATIONPRODUCT'S APPROVAL 72' MULLION LENGTH oEraLs, SHEETS 2.3 NO ANCHORS IN WINDOW SILL 3P MDLL WIDTH OPENING WIDTH 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 1" WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72" AND THE OPENING WIDTH IS 32"+32+1"-65". REFERENCING SHEET 22, 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+60.0/-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 2.76- 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 2.76" X .650" MULLION (LENGTH F.72", OPENING WIDTH = 70") HASA DESIGN PRESSURE OF+/•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 4B 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 2X6 ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 840 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL. 3) 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. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +/-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 PER (60 PSF) X ( 030 LBS \ = 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 H � DESIGN PRESSURE OF +50.01.55.0 PSF. J Q FOR THE VERTICAL MULLION: FZZ. Q 1) INITIALLY ASSUMING THAT A V WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32"+72"+1"=106° AND THE OPENING WIDTH IS 36"+36"+1"-73". REFERENCING SHEET22, Q Z 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 EXAMPLE 2: MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.0/-55.0 PSF. IF THE TABLE DOES NOT SHOWTHE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. MILL WIDTH _I_ FROM TABLE 3A, SHEET 7, THE 1"X 2.75' X .376° MULLION (LENGTH =108", OPENING WIDTH =80")MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-15.1 PSF /`L AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. w FROM TABLE 9A, SHEET 13. THE 2° X 4" X.250" MULLION (LENGTH =106'. OPENING WIDTH - 80') HAS A DESIGN PRESSURE OF +/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS Q Z 0 DESEE TAILS, FOR THE OPENING AND MAYBE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. mgg0 SEE Sx• FENESTRATION SHEETS 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- O PRODUCT'S ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY. THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN APPROVAL THE 73" DIMENSION (35.112"+35.1/2"+21=7311). 2) USE TABLE 98 TO FIND THE ANCHOR TYPE. ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED VERTICAL I I CONCRETE HEADER AND SILL ARE S' WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8", CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE J MULLION -� SEE SEE USING THE STANDARD CLIP WITH (8) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2° GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER• AND LENGTH DETAILS, DETAILE, 8 THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. - OPENING SHEETS 2.3 SHEETS FOR THE HORIZONTAL MULLIONS: ' HEIGHT FOR 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 HORR. Mu ION 77- Lu MULLION TYPE COULD BE CHOSEN. RODUCT REVISED vvi(h the Florida 1) THE MULLION LENGTH IS 36" AND THE OPENING HEIGHT IS 32"+72'+2" =106". REFERENCING SHEET 22, THE COLUMN USING TRAPEZOIDAUTRIANGULAR LOADING MAYBE complying uildihS Codo USED. FROM TABLE 9A, SHEET 13. THE 2° X 4" X .250" MULLION LENGTH = 42", OPENING HEIGHT = 120" HAS A DESIGN PRESSURE OF +/-170.0 PSF WHICH EXCEEDS THE (® ) ccepteuce No % I. SEE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. r im(ioo dfatu {gyp DETAILS, 2) USE TABLE 9B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 6' y 3 WIDE. IF THE NULLION 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 iemi ado prods Irot Di�EET5 (4) 3/18" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1" GIVES AN ANCHOR CAPACITY OF 640 LBS WHICH IS GREATER. AND THEREFORE SUITABLE, FOR THE REQUIRED �111111 I I / ANCHOR CAPACITY OF 521 LBS. \Ly NN4 38', HORIZ. 3$', HORIZ, IIj^ MULL LOp'Z MULL LENGTH 4) FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION. USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 9B 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 REQUIREMENTOF 521 LBS. THE ONF 't .•'•4kCENSF '•, 'S' '•. T4C .F--OPENING WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A 012 STEEL SCREW. NO. 68705 -_ 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; 3 ° -.4 +/-170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION). �.1 .• F1 . 41 STATE THE LOWEST DESIGN PRESSURE IS+/.64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. ��'C�•'•. FLORIOP: •' Gam: VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION ��, S10NAL , PRODUCTS. WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A. LYNN'rWLK ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATESAND FENESTRATION PRODUCTS TO MULLION. P.E. FL P.E.# 58706 EXAMPLES OF RECTANGULAR LOADING: LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED r xloPW �i/ Ih= - I NOI�I�rl��NO iJl IN LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION V�I PIA i I HINGED IDOOR I LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF TRAPEZOIDALITRIANGULAR LOADING: Ulm SGD LOADING OF HORIZONTAL MULL LOADING OF (2) HORIZONTAL MULLIONS LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION 7 W zi LOADING OF HORIZONTAL MULLION ¢ d Q Z o N � No a 0 10 PW N Z o U O Q N 38 ¢a -� Z O m 4/ LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION NOTES: PRODUCI' REVISED 1)DRAWINGS ARE as complying with the Flarida nllding Cede RERESENTATIONS OF TYPICAL Ac,eptmw. No '` .0 PW CONFIGURATIONS. iratio Gate - CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM By THOSE SHOWN. iami ade Pmdu of �tfS'�49 „ 2) IF THE LOADING TYPE CANNOT BE DETERMINED, •'' '� PW USE ��,r0�,••GEt,SE •'• RECTANGULAR LOADING. _; V� 3) SEE PRODUCTS' APPROVAL FOR ACTUAL ANCHOR LOCATIONS. — �c 3o Il .(f. (\ Z: 'p SSPE t,;•�� LOADING OF HORIZONTAL A. LYNII MILL'E�2,,P.E. MULLION FL P.E.# 5B705