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Home My WebLink AboutProduct Approval Company: The Home Depot At Home Services Job Description: Replacing 10 windows size i Prepared By: Amber Client Name: Westover Project Number: 8355576/8871697 "•Ve�slon 20 0 I:= Conforms with ASCE 7 10 =a 20}2r52rucLureslnxemafao al LLC _ .,� 4mWW ND`. L DESIGN PRESSURES FOR WALL COMPONENTS&CLADDING Design Data Building Data Wind Velocity(mph) 160 Mean Roof Height 13 Risk Category 2 Building Width(ft) 59 Exposure Category D Building Length(ft) 62 Directionality Factor 0.85 Roof Slope (x:12) 4 Internal Pressure Coefficient+/- 0.18 Design pressures listed below are: Allowable'Stress OPENING OPENING LOCATION OPENING OPENING DIMENSIONS MAXIMUM POSITIVE MAXIMUM NEGATIVE MARK DESCRIPTION ZONE ELEVATION WIDTH(INCHES) HEIGHT(INCHES) PERSSURE(PSF) PRESSURE(PSF) 1 9700-SH BI 5 5 35 61 39.6 -52.3 2 9700-SH BI 5 5 35 61 39.6 -52.3 3 9700-SH BI 5 5 35 61 39.6 -52.3 4 9700-SH BI 5 5 52 63 38.5 -50.1 5 9700-SH BI 5 5 52 63 38.5 -50.1 6 9700-SH BI 5 5 52 63 38.5 -50.1 7 9700-SH BI 5 5 52 63 38.5 -50.1 8 9700-SH BI 5 5 52 63 38.5 -50.1 9 9700-SH BI 5 5 52 63 38.5 -50.1 10 9700-SH BI 5 5 52 63 38.5 -50.1 Width of End Zone(a)in feet=5.2 5 k Qi) File) 5 5 'COPY STRUOTif1RES INTERNATIONAL,LLC Y a t '12/24/2015 8:56 AM i__ ___ _-., ____ ____ _-__ -� 3 Donald Westover,#835557618871697 9417 Pinebark Ct. Fort Pierce, FL 34951 ` Replacing 10 windows size for size with impact. The cosi:of the job is 6.9% of the structures'assessed value. 10 rt. OD Garage 1 Single Hung Window 35"x 61" Bedroom FL 1435.4 -#- 2 Single Hung Window 35"x 61" Bedroom FL 1435.4 + ;39.6,.— 52.3 3 .Single Hung Window 35"x 61" Bedroom FL 1435.4 + :39.6,1—`, 52.3 4 Single Hung Window52"x 63" Master Bedroom FL 1435.4 -- 38 5, — 50.1 5 Single Hung Window 52"x 63" Master Bedroom FL 1435.4 + :38.5,3— .50.1 6 Single Hung Window 52"x 63" Garage FL 1435.4 + 38.5,, 50.1 7 Single Hung Window 52"x 63" Garage FL 1435.4 + 38 5, 50.1 8 Single Hung Window 52"x 63" Master Bathroom FL 1435.4 + 38 5, —! 50.1 V o 9 .Single Hung Window 152"x 63" Family Room FL 1435.4 + :38.5,,'— 50.1 Single Hung Window 52"x 63" Family Room FL 1435.4 - ;38.5,;- 50.1 :Line items 4 an 5 are being mulled together. Line items 6 and 7 are being y mulled together. Line items 9 and 10 are being mulled together. �' All are using NOA 14-1105.01. 7/1/2015 Fl.odda Building Code Ordirte 07 a l�;g t.r��,}c1((Ii l•It�. BOS Horne ! Lag in 3 User Registration Ho[Topics ! Submit Surcharge Stas&Facts f Publicationsi FBC Staff BCiS Site Map Links ;. Search Business Professional ., _'USER ProductApproval � glatio Product Aoaroval Menu>Product or Application Search>Aeclication List>Application Detail ;a b FL# FL1435-R16 EM .x Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature lens Rosowski i jrosowski@pgtindustries.com Technical Representative lens Rosowski Address/Phone/Email 1070 Technology Drive- Nokomis, FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc, Validated By Steven M. Urich, PE Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/IS2/A440 2011 AAMA/WDMA/CSA 101/IS2/A440 2005 AAMA/WDMA/CSA 101/IS2/A440 2008 ANSI/AAMA/WDMA 1011I.S.2/NAFS 2002 - ASTM E1886 2005 ASTM E1996 2012 ASTM E283 2004 ASTM E330 2002 Equivalence of Product Standards Certified By f haps:/Iw:pv.horidati.,Iiding.o'glpr/pr_app dN.aspx; ' 113 7//12015 .; Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted 06/11/2015 Date Validated 06/16/2015 Date Pending FBC Approval Date Approved 06/25/2015 Summary of Products FL# Model,Number or Name Description 1435.1 SH -200 Aluminum Single Hung Window (Std. Meeting Rail, inc. Pass- Thru) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R16 C CAC Certification SH2O0.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 05/28/2016 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design . FL1435 R16 II SH-200.odf pressure, size and anchorage information.The Pass-Thru Verified By: A. Lynn Miller, PE 58705 version was not tested for water infiltration. Created by Independent Third Party: No Evaluation Reports F11435 R16 AE SH-200 Evaluation.odf Created by Independent Third Party: No 1435.2 SH -200 HD Aluminum Single Hung Window (with HD Meeting Rail) Limits of Use Certification-Agency Certificate Approved for use in HVHZ: No FL1435 R16 C CAC Certification 200HD.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 01/08/2017 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R16 II SH-200HD.odf pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R16 AE SH-20OHD Evaivation.ndf Created by Independent Third Party: No 1435.3 SH -400 Vinyl,Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R16 C CAC SH-400 Certifications,pd Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 01/21/2017 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R16 II SH-40().odf pressure, size and anchorage information. Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R16 AE SH-400 Evaluation.odf Created by Independent Third Party: No 1435.4 SH--500• WinGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R1.6 C CAC SH-500 Certification R14,rdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/27/2016 Design Pressureq N/A Installation.Instructions Other: Please see the Installation Instructions for design FL1435 R16 II SH-500,odf pressure, size and anchorage information. Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R16 AE SH-500 Evaluation.odf Created by Independent Third Party: No s 1435.5 SH -800 WinGuard Multistory Aluminum Single Hung Window Limits of Use Certification Agency Certificate s . Approved for use in HVHZ:.No FL1435"R16 C CAC-SH-800 Certification.edf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/07/2017 Design Pressure: N/A + Installation Instructions Other: Please see the Installation Instructions for design FL1435 R167 II SH-800.ndf pressure, size and anchorage information. Verified By:-A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No > Evaluation Reports f -Mips:llvA"i'oi.floridabuilding.org[prlpr_app Otl.aspx r .. a ,213. 1MPACTRESISTANT__ - GENERAL NOTES: Ah7�HOR.IOCA?IOTTS&S!'ACING, _-� w .�._ 1)THE ANCHORAGE METHODS SHOWNHAVEBEEN DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR THE DESIGN PRESSURES LISTED, 2)WOOD BUCKS DEPICTED AS 1XARE LESS THAN 1-10 THICK,IX.WOOD ADD 1 ANCHOR �'" 62-118':MAX DUCK �^ BUCKS ARE OPTIONAL.IF UNIT IS INSTALLED DIRECTLY TO$ ID. _ AT MID SPIN' ._,._I CONCRETE.W00D BUCKS OEPICTERAS 2X ARb-1I2'THICK OR �` 52-1!8"MAX.BUCK �q_1 Jg FOR WW>32" 6'`MAX. { GREATER:ATTACHMENT.M[TIIOD OF WOOD BUCKS SHALL BE DOTE 8Y ""��' " MAX, 4-118^MAX � y OTHERS: f � .�� ( L -___j__ I».' l.. 3)SEE TABLE FOR MINIMUM EDGE DISTANCE FROM CENTER OF ANCHOR T10"MAX. MSUBSTRATE EDGE(EXCLUOING'FINISH ORSTUCCO). —`— 1 i 4)SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE.SUBSTRATE,USING SHIMS CAPABLE OF TRANSFERRING APPLIED f' 11112" A-116" LOADS. i M ��. MAX.. AX. Ji - ANCHORS DTRESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MTISHALL BE PROTECTED AREOUIRCDO PREVENT REALNS.AMMINUMSIOLL 12, BE PROTECTED FROM DISSIMILAR MATERIALS AS SPECIFIED _ IN THE MAX,, ) FLORIDA BUILDING CODE: MAX __._ BUCK. _ 67 ADHESIVE8EALAt4T.S14ALL BE USED DMEEN SUBSTRATE AND _ A.— 'FLANGE OR FIN. OVERALL SEAUNGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS:' 75" *j` f MAX. f r 7)MATERIALS USED f^OR ANCHOR EVALUATIONS WERE SOUTHERN PINE, MAX. 2.7 KSI CONCRETE AND CONCRETE MASONRY UNITS COMPLYING WITH BUCK ASTM C-00.GLAZING COMPLIES WITH ASTM E130U. •L -m---•-^-� E III)THE 1l3STRESS INCREASE WAS.NOT USED ANTHIS ANCHOR """•""""' 6"MAX, EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE T-1J8"MAX. EVALUATION OF WOOD SCREWS. i 9)1F THE EXACT PRODUCT SIZE IS NOT LISTED IN THETABLES,ALWAYS FL,NGEwB„F.QUF�LwLE;Sq,,FHAA••..., FIN FRIU;)... ROUND UP TO THE NEXT LARGER VALUE, TABLE 1'FIN&FLANGE WINA im TABLE 2:FLANGE VANDOWS TABLE 3:FJN WINDOWS �31 ��FTL� stAeports Min.Edge Mitt. Ar4horType Substrate' Min,Edge, MI.'n: AnetrcxTypa Subsliitta O t mbCom Dist Embedment E Ct-5711.5725 i-112'x',135" Wood(So wham Pine) 31w 1.7116^ Woad(SwtlleRt PMD) 7J(0` 1-3te" Roofl qT Nail Steil Stud Gr 33 30' 7045(IB"GA) 2.112'k.onunon a.131" wal 7.711 G' 810 Steel SMS C N I Wood{Souliu m P11a , Alumfrrum-6Uu"3-T5 9l6" t18 5H6 LAMI 718' !. Steel,A36 3J8". 1J5 PtxSMS Wont(SoullmmPme) 9116 13(6' GLASS NOMINAL :►: 3116"Mastom Cotieralc t" ti,i U #fo Tn dsJtead .. r .�' „118"ANNEALED Antdtar- - Wood(Sautl,em Pn'1a), 7h5' 1,u9" .0W DUPONT _ I GLASS hloliowCfitU 2.11 1.114 3crFnv pVB.INTERLAYER i I NOTE.FURASL MEM SURSIRATES,SSCREW EUa441;:ENF SH41 BE Ftt'l.3 TF.R=aDS ' ,AIRSPACE sEyowl InsTE fAce Or t ormAL 116"ANNEALED I ( . 118°ANNEALED .GLASS '� I i � --- GLASS � u.."sn O.r �na.,.c rxixsma!mKrwrar aarn+sws J.ROSO'NSKI03125/11 RIGIDVINYL ' NerrEemumerr�"E'+tnerrer. ' EXJEl}RIO NOM. 'lila: R�•mnraL�.y1wrrm/r�Aul.»,c7F•I•CmlatYTrYeff4eASr1an4.K7rrvAXeF7rirrftiL�;a'T&tV!DsF�4cA:aS .GRRrt?C)M1:d9�RLV(OTt14FNtTRDlF#t7'rl'. ` „ 011)S " ta7O TEC71/.`OL06Y RRIVE - .__._ --a f NOKO Dow 1199- L'34275 . TpO FL CERT OF AUTH.'Ix�ttw SINGLE HUNG INSTALLATION SILICONE. = }' A.Lynn Miller,P.E, saln�+s asma sM+; n.*to/ts Rar tf58705- Shiss00 ,NTS i'tia2511JR INSTALLATI(iN lTL4RANGEFrLLAME. (FINREMOVEO„) EDGE .... .. DISTANCE f - tJ EDGE p _._s I ,DISTANCE t f Sd6RATE! � r �" �"' �w5.85TRlkTE • �I f f I EXTERIOR .:1, 1 EMBEDMENT I J 57 Eh1BEDMENT fA�Al { ( s Ix WOOD SHIM" L ,) I EXFERIOF2:. SHIM EXTERIOR � : KLANGEFRAlAE, _ ,�.,., �r f' JAMBINSTALIAJIOTi: 3-1(4 ,•., .. {DIRECTI.YTO:SUBSTRATEp Fl.N1�G��RsLMEr ' 1�LANG> FRAI�SE' HEAD INS �i,EAD INSTALl1tTI0N;� TALLATION (DIRECTLY To SUBS EXTERIOR{US1Nc 1X BUCKSTi2lPp ExT i .,. • FRIOR r 3 5. EX'T£RiOFt.. _. EXTERIOR, - t �.. �.: 4 s NO NO. ANCHORS nrlcHnRs .aUIREa REQUIRED RE (fdATE.•' f LANGE FRAh1C .. :5 J.. SHIM r::.F �r,d✓_;... � f,,.r L JAMB INSTALLATION ^7 SHIM.3 �.,c_,W.tJ.,. -r �r°•� ! \�. � •l��t,�+k� •..' !;I. (USING 1X BUCKSTMP) tMWOODI,i, .Y ! i y FLANtaEFRAA�t SUB fi SILL fNSTAILATtOI. �.. __..............� r (DIR, LY 70 UBS SfR6). FLANGE t RAME; ... SILL iNSTAlLAT1ON �y^ cane um.+.� rr�rxrnwm.�tuccvar.nrnuwrnN.v� . cw1RIGID tXOVCKSTR(P) OSOWSKI t artVsx+arsnsvcn�aca^�a'��sXcArtryYdx,rax+xcrxrncu .. tau�•ruu'€F+fi€owaemxa�nn. . ,avera�rrrrwwarnaea��xnwmx rccx+sswnrGreeus!mx�:. INSTALLATION NOTES: . 1010TECHNOLOGY DP)VE 1)SEESIIEETIFork SPACING..REOwfivr-NTS. '. NOKOMIS,FL74275- rte• - 2)SEETABLE,2FOR-ANCH©RAGEAND SUBSTRATE REOUIREMENTS.. - � FLCEr#T,OrAUTH:24%: .,—SINGLE HUNG INSTALLATION 3),MAX.SHIM THICKNESS TO 6E 1!A'. A)ANCI oOS HEAD:TYPC MAY DIFFER FROM SHOWN. A.Lynn mwer, E.,P. � °�"" prom SE1•�44 NTS 2 y1 INSTALLATION WITH EQUAL LEG FRAM_E I- " (fIN AND FLANGE,REMOVEDl -. EDGE_Ir.__..�...►l . DISTANCE EDGE __y_ _ :-' rSUBSFf2ATE. DISTANCE SjJ6ST94E) �.Ij 1 EMBEDMENT` II / f-: EXTERIOR. . EMBEDMENT /,,I;,i,f � •,l'� .^. \�' 'i � Z.i._,._. _ �, •/� .,` halq --.-, ..,,m.....,.... 1X WOOp SHIM EEEJJJ l„> fkTT1i1QR - } - EQUAL LEG FRAME;. -, - _ IylAMBIN$TALLATIOH, i (DIRECTLYT03ULi$TRATE) L-Q,UAL LEG FRAME; NEAP INSTALI.,J�TION. EQUAL LEG-FRMf E�; .(DIRECTLY TO SUBSTRATE)- HEI+D 1N571LL.1.ATION - (USING 1XBUCKSTRIP), F �� CXTERIDR t,; ,✓ i iJ. - ? NO f1 NO ANCHORS •� -'�-�'•�t- SSS ANCHORS �.. g? REQUIRED REQUIRED (� �,SUBSTRATE�r 1X SHIM : WOOD. EQUALLEG FRAME; ' LJ JAMB IFISTALLs1T10P!. syuM f. 1 , SHIM` / F f�?1 (USING ix eucfisTRIP) �f SUBSTRATE EQUAL LEG FRAME, �I SUBSTfjA'TE r f ! SILLINSTALLATION (DIRECTLY TO SUBS7RATEy EDUAL LEG FRMSE; - . . SILL INSTALLATION p,,,.�. . ,aen: ivamr r.:�nravtn�+ua;ms�rnwr�cm (USING.lX BU KSTRIP) (`1.•,. J.ROSOWSKI D317.5111 RIGID ilINYL ""a a ""`'P � r tm�et++gtuaa;asa�eerx�xr.:w . .. _ '� � aalrvDRt(irBE'4YfPAHRE7�+4.L77rN _ - .4htA'C!N+',K1(➢in;EE.1f'RE"tTDKFJR(X INSTALLATION NOTE51 1)SEE SHEET T FOR SPACING REQUIREMENTS. 1070 TECHNOLOOV nfuveNOKOMIS.FL$075 ne: 2)SEE TABLB2 FOR ANCHORAGE AND SUBSTRATE REQUIREh1ENTS. rl,ceRT.ornu?H.i292m, SINGLE HUNG INSTALLATION 3)MAX,SHIM THICKNESS TO BE 7l4'. ' 4 ANCHORS HEAD:TYPE MAY DIFFER FROM SHOWN, • A.Lynn)dilly P,E. san�a, ° $40c pra w. P.6;E557os' SH-Sao NTS. 3 ct 4 2t32677JR WSTAILATIONWITtiFIN.FRAME EDGE.m�,_�,.1 DISTANCE I / t� -.y�� EXTERIOR . 1 SHIM tet_; OPTIONAL EDGE FLANGE e , DISTANCE ❑ OPTIONAL FLANGE �. EXTERIOR FINFt'tAIAE; - �•''..' i j-. HEAD INSTALtAJ10(•! f'� .€" •.-{SHIM � .. JAM6INS7TA9LATION17 . ii t .SUBSTRATE fn` . . ,OPTIONAL " -"FLANGE 91I BST TC flNfJiAMtK ' . SILL INSTALLATION 4 ' • p..ear. Mla:' ran we .. nai'dcwtY4'Rrcu'earrnatlAcvrrnnxa ,t.ROSOWSKI 03YtSl11 RJGIRVINYL r�;xraruraacvrrpwncrrc •�' ��MM w�x ao-ro: :mawutim: .u,oswas�.errm;xaerwtnv.arr<s . OfJfkBM#7IE1r11XfnQTILiJulRel.9A' nw+rnvrm».�n nac ez�w F:famarr� . ,ta�sscwvwrsue�. INSTALLATION NOTES:. Ip BEE 5HEET:I FOR SPACING REQUIREMENTS- 107NOKO S,FL 34275 - 2)SEE TABLE 3 FOR ANCHORAGE AND.SUBSTRATE REQUIREMENTS. tRT,0F FL 34275 3 MAX.SHIM THICKNESS TO BE VC. eiccRT:oenurr+: a9xr SINGLE.HUNG INSTALLATION A.Lynn Miller,P.E. r.+�+a+e,, rer eravc n...raie. aw " RE 458705 - SH-500 NTS 4 of d 20325iTJR M IAM I•DADE WTIAhI1--DADS COUNTY,FLORIDA aMawPRODUCT CONTROL SECTION DEPARTMENT O1!REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315--2590 F(786)315-2599 x r'CEPTANCE OA ivmv.niianiidade.goi,/ecoitoni PGT Industries,Inc. 1070 Techurology Drive orth Venice,F1.34275 Scor This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County.RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be-valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted mariner,the manufacturer will incur the expense of such testing and the AHJ may,immediately revokernodify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke.this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved.as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone. DESCRIPTION: Series"PGT" Clipped Extruded Aluminum Tube lYlullion=L.M.I. APPROVAL DOCUMENT:.Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25,prepared by manufacturer,dated 08/29/1 lwith the.latest revision dated 01/29/15, signed, sealed and by Anthony Lynn Miller, P. E., bearing the Miami—Dade County Product Control Revision Section stamp Nvith the Notice of Acceptance number and Expiration date by the Miami—Dade Coun P oduct on r Section. MISSILE IMPACT RATLNG:Large and Small Missile ImpactResistaut LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami—Dade County Product Control Approved", unless,otherwise noted herein. r 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. TERIYIINATION 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 because 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 pf the Building Official. . This NOA revises NOA No. 13-0815.05 and consists of this page I and evidence pages E-1 and E-2, as. well as approval document mentioned above. The.submitted documentation was reviewed by JaimeD. Gascon,P.E. NOA No. 14 11�3�1 M1AM!UADE CMN-TWY Expiration Date: May 26,2016 ` _ Approval Date: T+'ebruary 12,2015 T, � Page 1 I, PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. Manufacturer's die drawings and sections. (Submitted udder previous NOA No. 10-0819.05 2.• Drawing No. 6300JR, titled "Impact Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25, prepared by manufacturer, dated 08/29/11 with the latest revision dated 01/29/15, signed, sealed and by Anthony-Lynn Miller,P.E. B. TESTS 1. Test reports on:.1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform.Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry'Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of clipped aluminum . mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTI, 5443 (samples A-1 thou EE 1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson,P.E. allb pitted under previous NOA No. 10-0819,05) C. CALCULATIONS 1. Anchor verification.calculations and structural analysis, complying with FBC 2014 and with FBC 5" Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller,-P.E. D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CER'T'IFICATIONS I. None. F. STATEMENTS 1. Statement letter of'no financial interest,.conformance to and complying with the FBC 5t11 Edition' (2014),dated 11/03/14,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, conformance to and complying with the FBC-2010, dated Q6/06/11,signed and sealed by Anthony Lynn Miller;P.E. 3. Proposal issued by Product Control to PGT Industries, Inc., dated 08106/14, signed by Jaime D. Gascon,P. E.,Product Control Section Supervisor. r aittte D. Gasco Product Control Section Supervisor NOA No.14-1105.01 Expiration Date: _May 26,20-16 Approval Date: February 12,2015 E-1 r a PGT Industries,1ne- NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. S'T'ATEMENTS (CONTINUED) 4. Laboratory addendum letter for Test Report No. FTL-6443, issued by Fenestration Testing Lab,Inc., dated 05/05/11,signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA No. 11-0922.01) 5. Laboratory compliance letter for Test Report No. FTI-6443, issued by Fenestration Testing Lab, Inc.,dated 02/28/11,signed and sealed by Marlin D. Brinson,P.E. (Submitted reader•previous NOA No. 11-0922.01). . 6. Proposal No. 10-1070—R issued by BNC to-PGT Industries, Inc., dated 01/07/11; signed by Ishaq 1. Chanda,P.E.,Product Control Examiner. (Submitted under previous NOA No, 11-0922.01) G. OTHERS 1. Notice of Acceptance No. 1.3-0815.05, issued to PGT Industries, Inc. for their "PGT Series Aluminum Clipped Mullion—L.M.I.",approved on 11/31/13 and expiring on -05/26/16. Jaime D.Gascon,`E Product Control Section Supervisor NOA No. 14-1105.0.1 Expiration Date: May 26,20.16 ` Approval Date: February 12,2015 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE ,,lC v MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BES+ EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES..............._.......... 1 MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS...............................1 �m o - ELEVATIONS..._..............................1 FIGURE I: MULL TO 2X WOOD............_..........2 MULTIPLE [—OPENING WIDTH FOR VERTICAL MULL--{ ARCHESTOBE 2)THE TYPE ANO NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO 1X&MASONRY.._..........2MULLIONS / -� I INSCRIBED INSIDE HAVE BEEN TESTED AS'FREE•FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES.................2 SEE o6TA1LS RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4'FROM THE CLIP. LL A D,G,11; MULL TO MASONRY..•....................3 SHEETS 2J SHAPE MULL TO STEEL STUD...................3 •-- 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINOLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL................................3 r O] DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 1/3 STRESS INCREASE WAS NOT USED ANCHORSPECS..............._............3 U N ALTERNATATE CLIPS..._........_.._..4 O IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. \;\ BAY MULL INSTALLATION..............4 w 1X2X.126 MULL SPECS......._......, J / \\ 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2X.376 MULL SPECS..............•B UU INSTRUCTIONS. _ 1 X 2.76 X.376 MULL SPECS._..-_7 o W 1X2.76 X.65 MULL SPECS............8 Z SEE DETAILS ./ I I/ / t I I /Tj1 I 6)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.125 X.500 MULL SPECS_..._.9 m O o O ATHRU G; I Y III I \SEE DETAIL, ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER •1 X 4 X.126 MULL SPECS.............10". E- to SHEETS 2.3 _ I 1 A THRU G; 1 X 4 X.376 TUBE MULL SPECS....11 L-. Q 1 SHEETS 2a PRESSUONLY RE O ADJACENT MULLIOS AT A NS IMEW FENESTRATION PRODUCTS SHALL APPLY. ANCHORAGE TABLES. LOWEST DESIGN I X 4 X.375'T-MULL SPECS........I I > PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1.25 X 3.166 X.285 MULL SPECS 12 w ' 'I III I OPENING 1.25 X 3.25 X.100 MULL SPECS_...13 z Wz° m VERT. HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25 X 3.25 X.624 MULL SPECS-...14 MULL FOR 1.25 X 3.94 X.624 MULL SPECS-...16 LENGTH FOR Z MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 4 X.26 MULL SPECS................10 J Q o U v G, '• SEE DETAIL E, 2 X 6 X.25 MULL SPECS................W BE ANCHORED PROPERLY TO TRANSFER LOADS 70 THE STRUCTURE.ANCHORS SHALL BE COATED CORROSION RESISTANT Q W d'•. SHEET3 30'X.26 XYMMULLSPECS..:.10 AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT I- 30'X 3.25 BAY MULL SPECS.........10 Z REACTIONS. 45'X 3.25 BAY MULL SPECS......_.20 G Z zz MULLION&CLIP DIMENSIONS......21.23 (-• Z m n0..C:,FENESTMTION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACON/AGGRE-GATOR NONS;ANSIIAF&PA NDS FOR WOOD CONSTRUCTION; EXAMPLES 1&2................_............24 0 8. PRODUCTS MAY ADM-ALUMINUM DESIGN MANUAL LOADING EXAMPLES.......:......._.....25 W BE OF ANY TYPE. Q. w Y \_ MUSTBE 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING F Z V1 U) MANUFACTUREDLU / III BYPGT. CODE, AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH U Q PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS.- a U Z U.� I/seE DETA&s - 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. 0 I HORIZONTAL A-D,G,H; I-- MULL SHEETS 23 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING LENGTH HORIZONTAL WIDTHMEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. 1AULL ' LENGTH INSTRUCTIONS: . 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE OPENING USING THE ASCE-7 STANDARD. _ 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR!OR'TRIANGULARITRAPEZOIDAL'. PILODUCi RP.VISBU ea complying with the Florida 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBSIFT21 FROM TABLES 1A THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING BuHdlBg Cbdc �_ MULL I--OPENING WIDTH—I --HORIZ MULL LENGTH---1 THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE Aarptaloo NoI_L__I_��.-,tOS.• P 'i LENGTH f� MULLION CAPACITY(LBS/FP)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIFT')FOR THE OPENING OBTAINED IN E4INIgnD tC l j2 1i OPENING STEP 1). B}.:-Qa 'IIIDF MULLHFORT 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS1.THIS VALUE bllaml ode pr6eUel CuBlrot� OPENING &IDLE HORIZ. VERT. REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. L L 11 I I I t I IA HEIGHT LENGTH MULL LL r� I LENGTH 6)FROM THE ANCHOR CAPACITY(LBS1 TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE - \`\\ \\ONS L •c••ANCHORISUBSTRATE/ANCHOR•CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR Q?•'' \.IGC-NyF•:�C� CAPACITY IS MET. .. ?� ••' . OPENING WIDTH - No.5870$. •,Jt.• . SINGLE MULLION. SINGLE MULLION FOR VERTICAL MULLI 7)IF THE MULLION CAPACITY(LBS/FPI OBTAINED IN THE TABLE 1S HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(IBSIFT'1FOR THE _ OPENING WIDTH L OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS FOR VERTICAL MULL - VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE SEE CORRESPONDING DETAILS MULTIPLE MULLIONS - '�-p S8VERIFY THE DESIGN PRESSURE IAl�Cq��'S FROM FIGURE 1 ABOVE.. CAPACITY(L SIFT')OBTAINED FOR THE E MULING LION SYSTEM.THE LOWER SIFTI)FOR THE FENESTROON PRODUCT OCOMPARE BE USED AND FTHE TWO SHALL APPLY FORT ENIRE MULLED FENESTRATION MULLION ��S -�U121�A,. �\� •. PRODUCT ASSEMBLY. 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED INA SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A.LYN{f MILtEL�,P.E. FL P.E.S 58705 R a n a R�i DETAIL A: DETAIL B: MULLION MULLION TO 2X WOOD BUCK MDLtiaN Qo OR WOOD FRAMING MULLION ATTACHED TO 1X BUCKSTRIP TYP.ANCHOR ?n rc WOOD BUCK AND MASONRY �1D "_PERSUBSTRATE, 02 z (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY OT ERS, SEE SEETABLF.S 58,158 I i SEE NOTE I, CV I MULLION Z to �lSEE SHEETS u nl I I ' ERHER THE 1 1 2623 FOR HOLE la I 1 MIN2.7KS1 EDGE 0 L) 4 If i i CONCRETE OR CMU•• J STANDARD OR e 1 LOCATIONS 1_DISTANCE, j EDGE T OFFSET MULL u I I ��--�•�SEE SEE TABLES CLIP MAY BE m o 1 1 EDGE DISTANCE 1B•150 INBTALLED BY j II DISTANCE u n i " FOA MASONRY $ TH18 htETtRXI ,4 SC wu I I I ANCHORS W d CD 0 E in 2&0'MAX FOR °4 , t f SIDE VIEW z M n ALL MULLIONS u 4 F-- 0 W ` u 4 e EITHER THE J e a ° STANDARD OR = (J m 4u OFFSET MULL Z =1z >> d' u CUP h{AY BE 4`> u 4 ° EXTERIORn u u e INBTALLED BY I—yy U.1 EDGE Tf1lSMETHOD. J cf) tT Z e 4 DISTANCE 4 QZ a FOR n e Q 0. - N O u MASONRY u . THE OFFSET CLIP IS ANCHORS a RECOMMENDED FOR .c~�"raj p d0 EXTERIOR 4 nu FIN FR UAEp A a J w YnNDOwB,eurhwY _ _ ' ALSO BE USED FOR p w ' OTHER FRAME TYPES. x � z < z 0 0n ;Eo0'0 TYP.ANCHOR TYRANCNOR TYP.ANCHORPERSUBSTRA'm PERSUBSTRATE, PER SUBSTRATE, SEE TABLES IB-16B SEE TABLES 18.188 SEE TABLES t&180 EDGEIEND T---- ( �DISTANCE BUCKSTRIP + SEE TABLES AND Eht8EElhtENT BUCKSTRIP 18488 1 ATTACHMENT AND EMBEDMENT' BYOTHERI ATTACHMENT — BEE NOTE t, - ,T BYOTHERS, SHEET.1. SEE NOTE I, •• SHEET 1. , ' " i' .• MIN 2.7 KSI CONCRETE OR CMU PRODUCFREVISBD SIDE VIEW FRONT VIEW as van y 1}1 1Yhh the Flortdn' FRONT VIEW BuildingCbdc Ampwnco Na 14-J-1 Jam' •C} . Ctpfryd(oBDO Zc•21 INSTALLATION NOTES :Mll n1 ale Ploduct Comm-1 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. - r 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION y`�� ,��ONY•�YArN��j�i�J 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 �''• UCEMsfi• €P FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED, 3)ANCHOR HEAD TYPE MAYBE PANHEAD,HEXHEAD OR FLATHEAD. _ . No,58105 =sF{ 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. 5)FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED S •• ELCO ULTRACON OR ELCO 114"SS.AGGREGATOR MASONRY ANCHORS. '" ;�S1Sl <ORIDh, A ILYNY IA!( ER; .E., FL P.E.#56705 ------------------------------------ I DETAIL E: fin. h DETAIL C: MULLION TO MULLION --I .12E•ABN. k �� MULLION DIRECTLY ATTACHED TO INTERSECTION NOTES:MULLION orkL' a MASONRY STRUCTURE (U-CLIP) 1)MAY BE INSTALLED IN-TEE'OR-CROSS, x uT N p (STANDARD CLIP SHOWN) VARIES INTERSECTION$. a s� z 2)MAYBE INSTALLED HORIZONTALLY - u. EITHER THEI 1 TYP.ANCHOR c^ (SHOWN)OR VERTICALLY. STANDARD OR i i PERSUBSTRATE, .�' ' N OFFSET MULL I I SEE TABLES 18.130 L 3)SEE U-CUP DRAWINGS,SHEETS 21.23 '6 [D CLIPMAYBE I TOP VIEW FOR CORRESPONDING MULLION, U) ;�co INSTALLEDBY II 1 EDGE DISTANCE MULLIDN Z U) THISMETHOD i I q FOR MASONRY 10 ANCHORS VARIES O W 1112 STEEL SCREWS, 2 a /—SELF.OR2LlNG OR PRE-0RILL MULLION AND USE SMSW q o 0 EXTERIOR QO 4 A MULLION F z EDGE DISTANCE a �"E_D OFFSETCLIP I9 O -I FOR MASONRY AIM1IENOEO FOR `` ANCHORS N-FRAMED ZINTERSECTtONWU-CLIP ,/yBE USED FOR if - ° .OTHER FHAAtETYPES. EXTERIOR •< Z " rcZ PERSUSTANCHOR d Q.Z r SEE SUBSTRATE, d © _ z Z SEE TABLES 18.138 Z IYP.ANCHOR SEE HOLEL CATIONS Q?' DUCH5TRIP � PER SUBSTRATE, HOLE LOCATIONS �T AND /+ SEE TABLES 1B-130 FRONT VIEW g o a- ATTACHMENT .� EOGE LU —1 8Y OTHERS, DISTANCE < '• X' EMBEDMENT SEE NOTE 1. SEE TABLES � .1�• • SHEETI. .• 111.138 Q •Z ,e[ ,�• EDGE .a 2 V(!j a • • • DISTANCE g Z m. MIN 2.7 KSI CONCRETE OR CMU SEE TABLES d ma MW 2.T KSt CONCRETE OR CMU 16-138 SIDE VIEW FRONT VIEW SIDE VIEW DETAIL D: hs � ! MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: STRUCTURE 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. G=I TYP.ANCHOR A PER SUBSTRATE, 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION SEE TABLES 10-11D a 'RODUCTRBVISBD ONLY,BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE SEE SHEETS @ oalgolyfnB wh21(be Florida CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE 21.23 FOR uldl _ ng Code y y FOLLOWING SHEETS.FOR DETAILS A.D.EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. / ~` LOCATION � 'plumm N+r, . pDnIq 3)ANCHOR HEAP TYPE MAY BE PANNEAD,HFJtHIAD OR FLATHEAD., - MULLION I . .4)WOOD BUCKS ARE OPTIONAL„SEE DETAIL C,SHEET 3. - 11nnd ado Product cont". 6)FOR MASONRY APPLICATIONS tNMIAM!•pADECOUNTY.USE ONLY MIAtltDADECOUNTYAPPROVED EDGE 11111Q. . \fl�Y LY1V) ELCO ULTRACON OR ELCO 114'S,S.AGGREGATOR MASONRY ANCHORS. CE FOR STEEL STUDS THINNER THAN SEE TABLES \�,.•• //( G�, FRONT VIEW caoca2xwAoopenc NRTidusrus BUILDING IB•13t' ``}P,. L.1(EAgj•. ATTACHMENT BY OTHERS. NO.S EXTERIOR USE WOODANCHORSPECS SIDE VIEW - - NOTES: 1)FOR 2X WOOD BACKED STEEL STUDS,WOOD S7 T.0 Is',r•[V\`- ANCHOR VALUES MAY BE USED. r fis-'•:�ZORIDA„••'•tam 2)SEE CORRESPONDING MULLION TABLES, SHEETS 6.20,FOR QUANTITY OF SCREWS. A�L1'NN fv11Ll`E�t,P.E. FL P.E.#68705 DETAIL F: DETAIL G DETAIL H: FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION or`kT €'a (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) is o SEE DETAILS A-E, SHEETS 2 AND 3 FOR INSTALLATION - BAY MUCL TO SPECIFIC SUBSTRATES. BAY MULL U) (V MULLION I u o m 0 0 O ILLI O O O O O O J L{1 O O TOP VIEW � S SIDE VIEW I LLI .0 o�^• 0 SHOWNWITHrx4'X.12V TOP VIEW I i � Tn aT � MULLION I I I I i— Z _J: I I I TYP.ANCHOR EXTERIORI I I I �PERSUDSTMTE, U 6 m .2 . SEE TABLES I6B OR i6B Z u I TYP.ANCHOR - I I. �' W STANDARD MULLION CLIP I —PERSUBSTRATE, I I EXTERIOR yo rc2 CONDITIONS. S.FIT FIELD - SEE TABLES I8-14B O I I I Q -? CONDITIONS. - - I - q I Ir 2'X 6'ANGLE CLIP, F' Z I I I 2 PER MULLION END,MUST BE 0 z N I I I I I INSTALLED INSIDE OF BAY MULL. I-- F.. 00 �p MULLION 1 I I I Q> I I I i I � I 1 II I I I WIfy J 2'X6'X.126O U>) I I I I ANGLE CLIP, V Z Q > 2 PER MULLION END, — O O Z MUST BE INSTALLED a (n (n I I INSIDE OF MULL. o mQ m0 . 12 . I 12 I TYP.ANCHOR . e PERSUBSTRATE, 'SEE TABLES 1B-14B INTOWOOD, (f STEEL,ALUM - - INTOWOOD,STEEL,- STANDARD CLIP TO BE EXTERIOR OR MASONRY 11 EXTERIOR ALUM,CMU OR MASONRY MODIFIED IN-FIELD. 1 O EXTERIOR - - Ep19T OR ®`� PRODUCT REVISED ee complying -Epp ply g TTllh the Florida Buildi P ®�! Ea rc. f Acocp eT� (✓�6. m INTO WOOD,STEEL, - /Zt7 onIbD ALUM,CMU OR MASONRY - 1 ' EDGE - DISTANCE - - - �11aBd ada Product Coclrol - PER ANCHOREDGE • \�jllll llllrr PEaISTA ori F �- -® E `�� ON „LYNN 4, NOTES FOR INSTALLATION OPTION G 1,H: NOTES FOR INSTALLATION OPTIONS F• - 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. tt':• a .. N0r58705 . -2)DETAIL G:SEE TABLES 11344B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26"X2,11'X.125'MULLION. "" _ - - LOCATIONS.• :-0 t-C. �-,•�G - 2)SEE.TABLES 18.13B FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE LOCATIONS. _ 3)DETAIL H:SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE =�n�•, .§-qTE 3)THE 2X5 CLIP IS NOTSUITABLE FOR THIS APPLICATION. LOCATIONS. - _ ��S'•.r<ORIUI`.•''C0\t�: S�ONAL E� A.LYNN F�ILILER,P.E. FL P.E.#58705. TABLE 1A a 2i €(n rp Mullion Capacity Table Ibatf? Opening Width(forveRlcalVspar ri g mullions)or Opening Halght(for horizontaIVspardig mlEnons) 3o3 501n 601n 701. 80in 001n 1001n 12010 140N 160 In 0 °1.1-"•O ftedan to Tre ds Recto ular Tre 11 . Rahn let Tre de Reelon9ulaz Tro a Reden9uler Tre den. Recl.gular Tro da Reclanau. Tm da Redeoguler Te en. Ratan Inr Tra da oo �' w IN a9• a9 Prt g au W7 g. Yfd nor. P!T 9 NT p. Psc I'9• P n+ e w WT n9- o x 17(2X.126 Loadng LwdIng Laadnp Lowing Loadng Lowing Loeding. Loadn9 Loadng Lo.dng Loading Loadnp Loading Lowing Loadng - Loadng Loading Loadng e2 i 47 Alum.Tube •• ,� g & g s F & �' §,. '. •�',: g a •'.. '�' §'� Mullion N 2 ma 41 2 1 911 �� g �� Z "�rc _ f42111.9 406 129.5 332 93.2 406 116.6 325 79.9 408 107.6 321 69,9 408 104.4 319 62.1 408 104.0 319 65.9 408 104.0 319 49.0 403 104,0 319 39,9 406 101.0 J19 J5.0 408 104.0 319 O 74.9 312 83.6 258 .62.4 312 73.4 262 53.6 312 67.0 248 46.8 312 63.2 246 41.8 312 61.3 244 37.5 312 BIO 244 31.2 312 81.0 244 26.8 312 61.0 244 23A 312 61.9 244 7 = 0 °' In 60.626 In 63.0 281 70.6 234 53.2 281 81.5 228 45.6 281 55,7 224 39.9 281 62.1 222 35.5 251 50.1 220 31.9 281 49.3 219 28.8 261 49.3 219 228 281 49.3 219 20.0 201 49.J 21B W o o 52A 247 57.5 207 43.8 247 48.6 202 37.6 247 44.6 199 32.9 247 41.6 196 29.2 247 39.4 194 26.3 247 36.4 193 21.0 247 38.1 193 18.8 247 30.1 193 18.4 247 38.1 193 M M30.4 200 41.2 170 32.0 200 35.4 166. 27.4 200 31.5 163 24.0 200 20.9 160 21.3 200 27.1 169 19.2 200 25.9 167 18.0 200 25.0 15633.1 181 35.3 155 27.6 101 30.3 152 23.7 101 28.9 149 20.7 181 24.5 140 18.4 fel 22.0 144 18.0 101 21.7 14328.8 165 30.6 142 24.0 165 26.1 119 20.6 165 23.1 136 18.0 165 21.0 134 Zw22.2 139 23.3 120 18.5 139 19.911613.91L5 .116 16.9 125 10.7 109 16.7 126 18,6 107 Q -I 17.6 11H 10.2 104 - ~ J .i Z- 7 ¢ .N O TABLE IB ANCHOR CAPACITY ADJUSTMENT FORMULA: to z ro o Anchor Ca acll Table Ibe ~ uo Subslreta 7.7k Concrete. 3.6k Conn. IIoOav CMU FGled G4U PT Wood Motel (DP..) ANCHOR CAP.,,p,, ANCHORCAP_ 916'Elea 114'SS Eke 918'Elco 114'SS Eleo 1110 Sleol 1112 Steel 912 Slad ``MULLION CAP ,,,. W X Anchor Typa LIP Eke Ullrewn 1!4'Eka g8aca. Y16'Eko UlBaan 114'Eko Uliracm Y Y Anchor Clip Patterns Ulvaon A9praaala lnlroca Apprecbla screw(Oslssrew(c5) acrowlCS) USETHISFORMULATOOBTAINTO DANCHOR Expo getenba MY. 1• 2-trz' i' 2•@' YtlB' 1' 2-trz• 1' 2./rz• 2' 34/0' 2- 0.48' 0.54• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN ♦- EmbMrna!M): .1-14' 1.314' 1•L4• taro• 2'• 1-I14• 1-114' 1-1/4' 1.114' 1-114' 14W 2' fa/a' "It,' lades ACTUAL PRESSURE REQUIREMENT FOR THE Q x Q O O 2Anclars®4.76•Min.O.C./Standen! Offset CUP(Fig.ljp 300lbs 390 lbs 4501bs 6901bs 16441W 270 lbs 2BO lbs 354 lbs 740 lbs 37410,- 6M lbs Nobs 341 IM 442 Its 560 lbs OPENING,WHEN IT IS LOWER THAN THE MULLION .0- z�,O�O 4 Anchors@1.16'Min.O.C/Stendmd(er Offset)CG (Ftp.2): 480lbs 700lbs' WA WA WA NIA 380lbs WA WA WA WA WA 602 lbs e651bs 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED � a P w m� 4Arrohore�3'MIa 0.111(2)245 Anglo Gips/(Fq.3): 7B0Ibs 760 lb, 680 lbs 1560 lbs 1696 lbs 540 lbs 560 lbs WA 760 lbs 748 lb. BBO lbs 1092 lb 602 lbs 886 lb. 1120 lbs MULLION.IT WILL YIELD AMINIMUM ANCHOR F o�rc� 2 Aahas®OA5'Mm.O.C.1 U421p,Inla.125'Alum.(FIp.4r WA WA N/n WA WA WA WA WA Nm WA WA .WA NIA NIA 7151bs CAPACITY WHICH MAY BE USED TO QUALIFY I Aaha/F4:Gp fft9.5): 1B5M 195 lbs 225lba MSibs B721bs 135 lbs lie lbs 177lbs 370lbs let lbs 332lbs 4731bs Uo lba nll5s 260 tbs ADDITIONAL ANCHOR OPTIONS FROM THE 2Anthem a 1.IV MIn.O.CJ F42Ip fftp.OL 240110 350lbs WA WA' WA WA 100lbs WA WA WA WA WA 34116s 412 lbs 600Iba ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES As THE STANDARD CLIP. .. FIGURE I: FIGURE 2: TABLE NOTES: PRODUCTRBVISBD • • • • nsmldplyingnithNrFlorida • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. DundLrp Dock SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. pytroli�u X219 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: - - y - 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. �11°^7�I�)ade Praducl Canu.i' 4 • HOLES.TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.00D' �t 11 I I I 1 I I/// FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. \'11 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED •125' `Y��•'' LICENSE'•<F <(�'�' CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0-90.WOOD SHALL BE PRESSURE-TREATED yY; FIGURE 4: FIGURE 5: FIGURE G: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125' No.58705 THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT - 1-X 2-X.125'MULLION - LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10&012 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. �7JO••. S ATE�Of� •.•�/ /ONAL 0'0"' A.LYNI MILLVR,P:E. FL P.E.9 58705 TABLE 2A G Mullion capacity 79bio ibstft2 Ry4 14' Opening Wldlh(for wrllcally.sparlring mtlgons)a Opening Height(for tlodzonlal)ysparving mUlions 60In 60 to 701n00 to 90 in 1001n t20 to 140 to 160 In k • Reelangular Tmffft'g, Re4fazgular 7rariidang. Rsolanpular Tra9r7dang. R%fli gwar TrapTdazg. Reatenaumr T/apT4arg. Recta0.i(-3, TralJRlan(1. Rectangular T7elYrdang. Rec4engular Tta(Yidorg. Rectang0laz Traplitlang. i u 2 x Tube Loading Loading Leading Lmdbg- LOedttg Loadbg - Loaft 4owtng. Loading Loading Loadlrg Loadfng` Londfrg Loadlrg Loadlrg L-fl g Loading. Loading 4 x u1 Alum.Tube Mullion 1flilif-iiTIOuTimliTilmli Tiiwlih1 Tililu 11111 � 11121 11111111"11 i ,4 z �rc 421- 170.0 020 170.0 435 16(.3 6827 170.0 478 12&7 '667 170.0 we 113.6 662 169.5 618 1W.9 882 108.8 Si? 00.8. 602 168.8 517 75.7 662 168.9 617 64.9 602 168.9 617 60.7 682 108.9 517 0 481n. 12}.8 607 138,0 419 101.4 607 1182 dtd 06.9 507 108.7 403 78.0 507 1026 am 67.6 607 99.6 397 60.8 507 09.0 396 60.7 607 99,0 394 43.4 607 .98.0 396 38.0 607 99.0 390 J w S 60.6261n 1W.7 458 114,8 379 864 468 99.9 371 7-0.1 '458 90.6 384 Bq,e 458 04.0 360 678 deo 81.3 357 61.8 458- BOA 356 93.2 468 e0.0 366 378 ASB 80.0 356 324 458 80.0 35e lY•,°; 7� Gd N 85.4 400 93.3 338 712 400 80.8 328 61.0 400 727 322 53,4 400 87,3 318 47.6 400 64.0 316 427 400 62.3 314 35.6 400 61.0 313 30.6 400 61.8 313 20.7 400 61.0 313 w Q ;G 601, 623 324 66,9 278 51.9 324 67.5 270 44.5 32d 61.2 284 38.9 324 46.8 2W 34.6 324 -03.g 257 31.1 324 420 255 26.0 3M 40.3 263 2L2 324 46.5 253 !O6 32d 485 253 !!} Frio g31n 63.8 204 67.-0 282 44.8 294 49.2 248 388 294 1 43.8 241 33.6 204 39.0 237 20.0 291 37.1 734 26.9 294 35.2 232 224 204 33.6 230 19.2 294 33.4 230 16.8 294 33.4 238 6H to 466 288 d9,0 230 33,0 266 424 225 33.4 266 37.6 221 29.2 260 34,1 216 280 268 31.0 215 23.4 284 29.0 212 19.6 268 20.0 210 10.7 288 21.7 209 148 26O 27.7 209 Z i m 72M 36.0 225 STA 190 30,0 725 32.2 !9f 2b.7 226 28.4 188 226 22S 25,8 185 2a0 226 23.6 182 18.0 225 221 180 168 225 20.3 177 128 225 19.8 178 /t.3 226 l8.8 770 211 g' 761n 30.8 202 32,0 177 25.5 702 27.2 173 21.8 202 23,9 170 19.2 202 27.6 187 17,0 202 19.7 165 15.3 202 184 183 12.8 202 16,7 180 10,8 202 15.9 158 9.8. 202 15.9 168 ' Kz 78m 28.3 192 29.8 188 2J,8 '192 26.! 16S 20.2 792 220 tG2 17.7 192 19.7 159 15.7 192 18,1 157 14.2 192 IMB 155 11.8 191 15,2 152 10.1 192 14.d 150 8.8 192 14.2 150 Q _,{ "' cf• J OOIn 18.6 144 18.0 1278 184 144 l6.1 128 � O 881n 16.2 127 16,8 113 Q .2 Q 6 90 0 TABLE 28 ANCHOR CAPACITY ADJUSTMENT FORMULA: Anehor Ca aci Table(lbs) ANCHOR CAP.,,a,,,,, _ w X BWsimte: 2.Tk Conareto 3.5k Cane, NOu-CMU plied CktU PTWaod Mat01 (Dw}X( ANCHOR CAP,,,, Of Y ` 5/10"Etao 1r4'SS Eko&18'Eko 1r4'SS Eko 81081ee1 Bt281ca1 81261ed \MULLION CAP.,,�,,,,,,� Amtw`ri : 3118•Eke Ultraeon 174•Ek0 Umaaon 3110'Ecco U6maan }r4'Ek0 UBreson X Anchor Clip Patterns - U6reeon AggreGaia 2. A9pe0etor Sarew(G5)Screw(G5) sow(05) USE THIS FORMULA TO OBTAIN THE*ANCHOR Edge Distance rm): i' 2-IW 1- 1 2-1127 3.118• 1• 1 2.172• 2• 3.118• 2" 0.46' 0.51• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN d � � (n Emt,edmentOnt. faro• .1.3+4- 1.3x4• -1ar4- r av4' 1-ir4" 1.114• (aro• ia14" taro• .2• ta76" sa+a• links ACTUAL PRESSURE REQUIREMENT FOR THE g }O .. 2Awhom64.75'MN.G,0.ISlontA or Orset UP(FI9.It. 39D lbs 3901ba 4501bs 8901bs 1844lbs 276lbs 26P lb, 354 lbs 7401bs 3NIM roe 940Ibs Stubs 4421M 66oles OPENING,WHEN IT IS.LOWER THAN THE MULLION 4AnaMMrs 4?f.t5'Mtn.O.C.18tamiard{ar ogaN)CUP(Flo,2k 400 lb 700Iba WA f8A NIA WA 380lbs N/A NTA NIA WA WA 602Ibs 885 lb, 1120 b TY(FROM THE TABLE)OF THE SELECTED 4 Anahas®3'MIn.O.C./(2)2s5An9k pipal(FIg.3} leo lba 700 ms 6eP ms Esso lbs 1098 ma 64o ros 560Ibs Wn Tso lbs 7481bs Booms 18921bs 682lbs US lba 1120lbo MULLION.IT WILL YIELDAMINIMUM ANCHOR 2 Anst8xa'0.45•k9n.O.C.1 Ugip,into,i2SAlum.(Flg.4j Wn wA wa WA WA WA NrA run WA WA WA tUn wA NtA 715ms CAPACITY WHICH MAY BE USED TO QUALIFY (Anel I F,pIF(Fig,6k 1951bs 1951b9 2251Ds 4451bs 8221bs 135 ms 140lid 177 lbs 37o Ibs 18nba 332 ma 41316e 170 ms 2N ms 2Bo les ADDITIONAL ANCHOR OPTIONS FROM THE " 2Arw0bta�1.i5"Mtn.O.C1 F47tp(Ftp.el: 240 IDS 350103 NTA WA I WA I WA 190ms Wn WA N/A WA WA 341 lbs 442106 589 ms ANCHOR CAPACITY TABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2• TABLE NOTES: nsRcOnspCTREVISUD 2odda TFDu]411nSCbQc ,�n•.,,��•• • 1)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. AttrDamlco SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. ^^j 1.000' FIGURE (•- IIatcm -- 2)LINEAR INTERPOLATION B "ETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. cla, adc Pr ucl Cent# . - . 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. Ee E7 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000" FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. t `\� pN`{,LYNN,411j�'��if ANGLE CLIP MUST BE USED IN PAIRS. L 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 375" �- FIGURE 4: FIGURE 5: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED it! .No.58705 YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.12T THICK.STEEL STUDS TO BE q MINIMUM GRADE 33 AND.tl45"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT. 1•X 2'X.376'MULLION LEAST.125•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#ID&11112 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. Q rATI1 V; SS�pit 01v L Eel A,LYR.P.& FL P,E.1158705 TABLE 3A Mullion Capacity Tablii(lbsW) o ns Opening Width(for y9Ncaly-spanning mullions)or Opening Height(for horizontally-spanning mullions) pW4dx�' s 601. 6O N 701n 60 In 901n 1001n 1201n 1401n 1601. s$• o 9X2.76% Reetengutar TraprTderg. Reclengulaz TreprManO• ReolengUer Tiap/Tdarq. Rectangular Traprrdeng. Reclengular .Traprfdang• Reclan9Uer TmpRdeng. Reclenqular hep7idanq. ReelangUar Tr Leading RL lith g Trapmlan0• uo Lon.. Loading Loading Loading Loading Loading Loadeq Loading Loading Loading Loading Loading Loading loafing Loafing' Loading Loading Laadng o z U .. .376A1um. 1f'. Tubo „ _ _ _ _ �g x �q .. $. .. ,� , Mullion SBB � � � cY it n o DD vii. , s 152 O to 421n 170.0 820 170.0 435 170.0 744 170.0 47a 170.0 868 170.0 we 170.0 on 17OA 619 170.0 1116 170.0 621 170.0 1240 170.0 821 148.7 iJ01 170.0 621 121.6 1301 170.0 62I 111.6 1301 170.0 521 � J 4a N 170.0 708 170.0 624 170.0 650 170.0 661 170.0 eB2 170.0 B]0 110.0 1111 170.0 681 161.8 1139 170.0 677 136.0 1139 170.0 680 113.9 1139 170.0 680 91.6 1139 170,0 680 85.4 1139 170.0 680 J 7 C' �o 60.625in 170.0 747 170.0 563 170,0 890 170.0 631 167.6 1032 170.0 684 146.8 1072 110.0 723 130.5 1032 170.0 747 117.4 1032 170.0 753 87.9 1032 170,0 756 63.9 1032 170.0 766 73.4 1032 170.0 750 - W o 541n ' 170,0 707 170.0 612 161.3 DO7 170.0 691 138.2 907 164.7 730 120.9 907 152.6 720 107.6 907 146.0 714 96.8 007 141.1 110 80.0 907 110.0 700 69,1 907 140.0 709 60.6 907 140,0 709 m 0 Cl) 601n 141.1 735 161.5 625 117.6 735 130.3 611 100.8 735 110.0 699 88.2 735 106.2 690 70.4 735 09.6 683 70.5 735 95.1 570 68.8 735 91.8 514 60.4 735 91.8 674 44.1 735 91.6 574 F=-• (J 03 N 121.9 666 130,0 570 101.6 660 111.6 557 87.0 660 08.9 647 76,2 668 00.1 636 67.7 666 83.9 531 60.9 6% 79.9 826 60.8 668 75.6 621 43.5 660 75.0 621 30.1 666 75.6 521 5 66 In ID8.0 607 112.4 522 60.3 607 90.1 811 78.7 607 85.0 601 66.2 60T 77.1 493 59.8 607 71.5 486 53.0 607 67.0 4Bt 44.2 607 63.4 470 37.9 607 62.7 474 37.1 801 62.7 474 z W i m C j 72 In 81.0 810 85.8 443 68.0 510 73.0 434 60.3 510 64.3 426 51.0 510 57-8 419 45.4 510 W.3 413 40.8 510 50.0 408 34.0 510 45.0 402 29.2 510 44.4 399 25.5 510 44.3 399 ? U)g 78N 69,4 458 72.6 400 67.8 458 81.7 392 49,6 168 64.1 385 43.4 456 46.0 378 JB.e 958 14.8 773 31.7 158 41.6 388 29.9 458 37.7 302 21.8 150 30.0 059 21.7 468 35.7 358 Ja ,? 76 N 61.2 476 87.0 381 63.8 435 60.0 373 45.8 435 49.0 360 10.1 135 14-7 360 35.7 475 40.8 755 32.1 435 38.1 MI 344 22.8 475 32.0 341 20.1 435 32.2 310F-,901n 41.8 327 43.1 200 34.8 327 36.4 265 29.9 327 31.8 280 20.1 327 28.3 276 23.2 327 25.7 271 20.9 327 23.7 262 14.9 327 18.7 268 � Z ZZ N961n 34A 287 35.4 267 28.7 287 29.9 252 -24.6 287 29.0 246 21.5 28T 23.1 244 10.1 287 20.9 240 .17.2 281 19.3 232 'O M o0 mr xv0 o' o 1061. 24.2 227 24.7 205 20,2 227 20.0 201 17,3 227 16.0 190 15.1 227 18.0 195 W 11117 22.3 216 22.7 194 10.6 218 19.1 191 16.9 215 16.0 180 r` 04 (f) ((f) 1201. 17.8 184 17.9 187 di- U x Q O O TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: d Z m W U) Anchor Capacity Table Ibs 2 9 o O m0 ANCHOR CAP.,,•,,,,,,, 3umlralo: 2.7kCorwelo 3.5k0ores. Hollow CMU Filled CMU Prwoed Metol (61.)X( )=ANCHOR CAP.,.; .te a fY R3-118* 114'6SElco 5010'Elao 1/4'SS Elco 010Steal OttSleel 012 SteMULLIONCAP,,K•,, °AnehOrCllpPettembAnchaTypo: 7110EIcoUilrecon 111'EkoUllrocon 3'16•ElcoUlOocon 1/4'EkOUltmean AOOmeator Ullman AggmOafor Screx(G5)Screx(G5) Seim(051 USE THIS'FORMULA TO OBTAINTHEANCHOR Edgo IXslenca On): 1' 2-Irz• t• 2.12• f• 2412• 1• 2-Irz• 2• 3-118• 2• 0.48• 0.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TO ANEmbedment 0n): 13/4• 1-314• 1.314• i-304• 1.14• I-1H' 1-1/4• 1-IH' 1-14• 1-114" 2' 1378' 1318' ACTUAL PRESSURE REQUIREMENT FOR 7HE 2 Anchors aD 431Min.O.C./Slander!or O7sel Cltp(Fig.1j 390Im 390lbs 450lba BDO Im 2701m 280lb. 35410a 7401ba 3141m 664lbs 9461m MIW 4421m wriba OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Awhom®1.16•Min.O.C.ISlondaid(orCllsel)Cap(Fig.2): IBOIm 7001m WA WA tUA 3801m WA WA WA WA WA 682 lbs 805Im 11201bs CAPACITY(FROM THE TABLE)OF THE SELECTEDIAnclwa4yTMin.O.C.1(2)2r5AngleUpsI(Fig.3):.7801m 7801m 6801bs IS801m 510lba 6601m WA 760hm 14BIm 880lbs 18021m 6821bs 6851m 1120ros MULLION.IT WILLYIELDAMINIMUMANCHOR A.eQ 0.45•Mtn.O.C.IU alp.W0.125•AM.(Fig.4): WA WA WA WA WA WA WA WA WA NIA WA WA N/A 7151bsCAPACITY WHICH MAY BE USED TO QUALIFY I Anchor/FCOp f�'b.5): 1951m 195Im 225 ros 4451bs 135 roa 140lbs 1771b4 3701bs 1871m 3L2 lb, 4r3 ros fro Im zz1 Im z9D roa ADDITIONAL ANCHOR OPTIONS FROM THE .. . 2Anehas®1.15'Min.O.CJ F471p(Fig.Or.. 240ro5 ]501m WA NIA WA. WA 1901m WA WA NIA WA WA 3111m 442 ros 58091 ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. ROAUCI'RBhh the CIRCLED VALUES ARE USED IN THE F�CAMPLEON SHEET 24. � u cer9plying 441!1 the t+bridgp'� ccep�41rot4o Date FIGURE 1: FIGURE 2: on 2 _ TABLE NOTES: --1 1.01)0" �-- • • • ,tiamt ad*Product Control • 0=0 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. e SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: - - 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 2.7501 <�.�,1`,•\SCFNSC•' (F'P • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 71• IJo.58705 ''( ANGLE CLIP MUST BE USED IN PAIRS: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED . _ a.375'FIGURE4: FIGURE 5: FIGURE6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED :)S'•, '2'�IS 4!, YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125' / �1\ ��'•. THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1'X 2.75•X.375•MULLION ;SCS•'•:��ORf01 •,('j Q • LEAST A25 THICK AND A36.ALL ANCHORS INTO METAL SHALL E END AT LEAST 3 SCREW THREADS BEYOND �S� • THE MATERIAL.010&912 ANCHORS INTO WOOD MAYBE STEEL,1B-8 S.S.OR 410 S.S. X01 r A.LYNNIMILLEF�,P.E- FL P.E.N 68705 TABLE AA c v Mullion Capacity Table Iba/It' Op a ning Width(for vedlcaly-spanring mullions)or Op enIng H eight(for torizordaiVsparring mullions) a!-P LL SO In 60 In 70 in 80 In 00 In 1001n 120 in 140 in 1601n ep o o�do 1 x 2.76 x Raclenguier Tropfldeng. Raclenguter Trapfldeng. Reclangular. TisplTdon9• Rectangular Tlepmisng. Roctanguler TmplTdang. Rectargdar Trsplfdang. Roclangulal Tr one. ftaclanguiar Trep✓fdang. Reclangulor Rep/Td.g. 4 rc Loading Loadng Loafing Loafing Loadng f.oadng Loedng Loadn9 Loafing Loadng Lead Loafing Loodng Loafing Loafing Loafing Loafing Loadrg gi Z .860 Alum. p a a a p a a a n a _ _ a a a a a a ? a p -- Tuba Tubo s., a a a.. .p a 'ur'_. ate.. b^ a., a a,. a., a.. a9 UD Mullion �� . a a >4 >4� �'� � Frg N �€ �� $ €� b6 } $ � m b b b� �� s tr� Z o to �G y_ }�!1 �cc 6£qj aqa a 5y { c c y! to N co F� 4 S g@ 5� ¢ 3c E K f rE dr 0: K gc ¢ 19 ¢K �c �c d Q W 421. 170.0 820 170.0 435 170.0 744 170.0 478 170.0 6fd 170.0 508 170.0 9B2 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1408 170.0 521 158.7 1620 170.0 521 1368 1020 170.0 521 '-1 W 481n 170.0 708 170.0 624 170.0 BSO 170.0 584 170.0 092 170.0 030 170.0 1133 170.0 681 170.0 1275 170.0 OT7 170.0 1417 170.0 630 141.7 1417 170.0 660 121.6 1417 170.0 080 100.3 1417 170.0 680 60.625 In 170.0 747 170.0 58] 170.0 890 170.0 831 170.0 1048 170.0 8B4 170.0 1185 170.0 723 182.0 1268 170.0 747 148.3 1288 170.0 750 121.8 1288 170.0 750 164.5 I2aB 170.0 758 01.4 1288 170.0 766 co �0 co O cl 1- 641n 170.0 791 170.0 812 170,0 958 170.0 691 170.0 1118 170.0 754 150.7 1130 170.0 803 133.0 1130 170.0 837 120.8 1130 170.0 856 100.5 1130 170.0 OOt 86.1 1130 170.0 861 75.3 1130 170.0 801 co 601n 170.0 885 170,0 701 148.5 015 162.3 761 125.5 915 144.5 740 109.9 015 132.3 735 81.8 015 123.9 720 87.9 915 110.5 720 732 015 114.4 716 tt2.6 015 114.1 715 54.9 015 114A 715 � J � J 631n 151.8 630 161.0 71D 120.5 830 130.9 6B4 108.5 830 123.2 Gal •94.9 830 112.2 070 64.4 030 104.0 662 75.9 030 BB.4 650 03.3 830 94.5 649 54.2 830 04.1 648 47.4 830 94.1 649 z W i m 601n 132.1 757 140.0 050 110,0 757 119.8 ala 0413 757 105.9 024 02.5 767 90.1 614 71,4 757 89.1 Gas 60.0 767 84.2 000 55.0 751 70.0 594 47.2 767 78.7 691 41.3 767 78.2 591 � N c J 72N 101.7 870 108.8 552 84.0 B3B 01.0 510 72.7 838 80.1 530 83.0 838 72.2 571 68.5 838 80.6 611 60.9 030 02.3 SOB 42.4 638 57.2 600 3813 519 65.3 497 3118 636 552 497 J v rcZ 76 In 88.5 571 OOA 498 72.1 571 78.8 488 8, 571 67A 479 64.1 571 80.8 471 48.0 571 55.5 484 43.2 571 51-8 459 30.0 571 47.0 451 30.9 571 44.6 447 27.0 571 44.5 446 j T 70 In 80.0 542 83A 474 68.7 542 70.8 465 57.1 542 02.1 450 50.0 542 $5.7 449 44.4 542 51.0 442 40.0 642 47.5 437 33.3 542 42.0 420 20.6 542 40.0 425 25.0 542 40.1 423 o Q N O BO In 62,1 407 63.7 301 13.4 407 45A 355 37.2 407 38.0 349 72.5 407 35.3 347 28.9 407 72.1 338 28.0 101 29.8 3M 21.7 407 20.1 321 16.6 407 24.1 372 10.3 407 ZJ.O 31B Z F, f0 i; opo m� . OB In 42.9 355 44.1 320 35.8 158 37,2 314 30.7 358 32A 300 26.0 3% 28.6 304 23.8 358 20.1 300 21,5 350 24.0 200 17.0 358 21.0 280 16.3 358 19.2 284 to X a O o 1081n 30.1 283 30.8 255 25.1 283 25.9 251 21.5 283 22.5 247 18,0 283 I9.B 244 16.7 283 16.0 240 15.1 283 18,5 217 w Lo 111 In 27.8 287 28.3 N2 23.1 2B7 23.6 238 19.8 267 20.6 235 17.3 267 18.3 231 16.4 2B7 10.5 228 U X Q 5 1201n 220 229 22.3 209 18.3 220 18.8 205 15.7 229 16.2 202 U0'Q TABLE 4B - z U0 ANCHOR CAPACITY ADJUSTMENTFORMULA: (L 43 o 9O sO Anchor Capacity Table iba ANCHOR CAP.,-,- _ sobslmle: 2.7k ce-ela 3.5k Cons. Hollvd CMU Filled CMU PT Wood Metal (OP,,,)X ANCHOR CAP.,„ - 6,16'Elco 114'S5 Eko 5116'Elso 114'95 Eko 010 steel P1231eei 91281ed MULLION CAP � . Anchor Clip Patterns And-Type WITElco UNacon 114'Eko Ugacm 3118'Eko UlVxon 1/4'EIco Ulu... Aoercc.1. Ullrecon Agareoslor sonw(o5)serew(G5) stlny(G51 USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Distance9n): 1• 2-12• t• 2-12• 3.118• 1• 2-12• t• 2.12' 2• 3.1/6• 2• o.48• 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embedment n: 1314• 1414• 1x14• IV4' 21 1-114' 1-114' 1.114• 1-114• 1.114 1-174• r 1:118' fare• Was ACTUAL PRESSURE REQUIREMENT FOR THE ' 2AnaMre®4.75'MIn.O.C./steaderd or Offset CUP(Fig.1]: 3901be- 390las 4 50 lbs690Ibs 1644104 210 lbs 280 tbs 154165 T401bs 3741bs 684 lb. 940lbs 3411bs 4421bs 560 We OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors®1.1'4 Min.O.C.131eMard(or011sep COD ffq•2): .4801bs 7001bsWA WA - WA 3801bs 'WA WA WA NIA WA 682165 BB51 11201ba CAPACITY(FROM THE TABLE)OF THE SELECTED 4Anctnrs®3'MI6O.C./(Z)2a5AnglaCODs/ffq.Jp Taolba 7a01bs. 1560165 1e96lbs sig lbs Boo lbs WA 760lba 743ft 800ros 1092lbs 682 lbs saybs n2a165 - MULLION.IT WILL YIELDAMINIMUMANCHOR Q 0.4Y ken.O.O./U{21p,Into-125•Alum.(Fig.4} WA WA NIA WA NIA NIA WA WA WA WA WA wA 71slbs CAPACITY WHICH MAY BE USED TO QUALIFY 1 Arwbor/F:3p ffq.S7 iB5 ib5 iB510s 445lbs 821165 135 Ns 1401bs 177 ibs 370lbs 1811bs 3]2lbsADDITIONAL ANCHOR OPTIONS FROM THE 2Arwhae®1.15'611n.O.C.IF121p(Fq.B): 210165 SSO lbs WA WA NIA iB01bs WA WA !UA WA WA 311 Ibs 442168 560165 ANCHOR CAPACITY TABLE RODUCT ItHy1S5D NOTE:FOR THE OFFSET,CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE F�(AMPLE ON SHEET 2M1. complyft with ibo Florida 3uildlag Coda %cceDimn at FIGURE 1: FIGURE 2: TABLE NOTES: • 1.000' O° °1° -'1 f-- 7 _ . 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION.ON LOADING_. _ Neml ado Product Control SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. - \\1'11111111/7/7 - 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, FIGURE 3: - O�..........,7/��/// 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' Q�:,•' \,\GENgF ,P .• • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. _= p1•' No.58705 •�1 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. y _ ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AN DGROUT-FILLED 650• CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED r Zc( Uj - FIGURE 4: FIGURE 5: FIGURE 6: - YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' . THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).-STRUCTURAL STEEL TO BEAT A<ORIOP \; ® LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X 2.75'X.650'MULLION �sS'••1111:•••''�G S THE MATERIAL.(710&#12 ANCHORS INTO WOOD MAYBE STEEL,10-8 S.S.OR 410 S.S. 77�SON 1. A.LYNIN MILLER,P.E. FL P.E.0 58705 TABLE 5A d �gl^n Mullion Ca ao Tablo Ibse) OpbningWidth(for venlcalysparcJngmUllons)orOponingHoight(for hodzon(a*spamlgmJliorss) ,am LL 501n 601n 701n 80N 901n 1100 In 1T0In 1801n o O oo Reclmlgular TapRdeng. Rectangular 7nplldanp. Reelangular 71aprTdarg. Rada,lgder TrepTdang. Rectangular TrepRdang. Rectangular Tmprrdeng. Reelongular TFWTdsng. Reclared Twp?darq. Roclengular TIoplldang. 1"x3.926"X Loading Loadrg Load Load'➢ Loadn➢ Loadlg loading Loadng Loading Loadnp Loafing Loading Loading Loading Loadn9 Loading Loading Loading gi u 600"Alum x p 2 a D p a r x F F _a r a a a a p a a a x x p A^ a a.. - �a a., a •a a a.. v^, a Tubo Mull � gg� g �� $ $ g� g �� R yN t�3`• On c7�' �°i � t� tY o c� u o B EO $� � S� b a� $' cn arc w /2N 170.0 OM 170.0 415 170.0 744 170.0 .478 170.0 088 170.0 NO 170.0 982 170.0 518 170.0 1118 170.0 621 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 164A 1802 170.0 521 O W J = 481n 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1137 170.0 601 170.0 1276 170.0 877 170.0 1417 170.0 680 157.7 1577 170.0 080 135.1 1577 170.0 ON 118.2 1571 170.0 ON ' N 50.6251n 170.0 747 170.0 583 170.0 690 170.0 831 170.0 1018 110.0 084 170.0 1195 170.0 727 170.0 INS 170.0 747 170.0 1181 170.0 758 141.7 1485 170.0 758 121.6 10495 170.0 750 106.3 1485 170.0 750 - LU o 541n 170.0 797 170.0 812 176.0 OSS 170.0 091 170.0 1116 170.0 754 170.0 1276 170.0 803 188.1 1401 170.0 837 149.5 1401 170.0 850 124.8 1401 170.0 061 100.8 1401 170.0 801 07.4 1401 170.0 601 .= M� 60 In 170.0 065 170.0 701 170.0 1063 170.0 707 155.5 1158 170.0 678 13x.7 1150 187.0 928 123.3 1150 IWO 917 111.0 1156 149.7 910 82.5 1168 144.6 903 79.3 1160 144.6 001 69.4 1156 144.5 903 F J 031n. 170.0 930 170.0 745 159.0 1049 170.0 650 13T.0 1010 155.5 coo 110.8 1049 141.7 840 100.5 1049 132.0 070 95.0 IND 125.5 828 78.0 1048 118.7 020 68.5 1010 116.9 899 59.8 1049 115.0 010 '� 0 U m m 60 In 106.8 055 170.0 789 139.0 0% 151.3 804 119.1 055 133.7 788 104.2 855 121.! 775 92.6 955 112.8 785 83.4 955 108.4 767 00.5 055 118.6 748 59.8 055 98,7 748 62.1 055 08.7 746 ? e r LCL U x^ ttW j 721n 128.5 003 174.8 097 107.0 507 114.8 802 91.0 807 10L1 670 80.3 807 91.2 659 71.4 007 63,0 649 84.2 803 76.6 842 53.5 803 72.2 832 45.9 80] 89,8 825 40.1 807 69.7 627 _ 7e In 109.2 721 114.1 629 91.0 721 97.0 610 78.0 721 85.1 605 68.3 721 78.6 595 60.7 721 70.1 '588 54.8 721 65.4 670 4S.5 721 69.4 669 39.0 721 60.8 584 31.1 721 60.1 585 Q j r' 76 In 101.0 881 105.4 599 81.2 684 89.4 587 722 BB1 78.4 578 63.1 11N 70,4 587 50.1 804 8/.4 658 50.5 694 59.0 551 42.1 684 51.1 541 30.1 604 51.3 530 31.8 681 50.6 6N Z Q N 901n 65.8 61! 87.0 458 64.8 514 67.3 448 47.0 614 60.0 440 41.1 514 44.0 437 30.6 574 40.6 427 32.9 514 37.3 421 27.4 514 33.0 412 ZJ.6 614 30.4 408 70.6 614 29.0 103 y¢-, ..Z W o 081n 54.2 452 65.7 404 45.2 452 47.0 390 38.7 452 40.0 390 33.9 452 30.4 384 30.1 452 32.9 378 27.1 452 30.3 373 22.6 452 28.6 305 19.4 452 24.2 359 18.9 452 22.6 355 N to N So L- 108In 38.1 357 36.9 322 31.7 357 32.7 317 27.2 357 28,4 372 23.8 357 26.2 308 21.1 357 22.7 303 10.0 357 20.8 290 16.9 357 18.0 293 13.6 357 10.2 287 11.0 357 15.0 283 W 04 _ Y Y iti N 35.1 338 35.6 NO TB.2 378 30.1 301 25.0 338 78.1 288 21.8 JJB 2J.I 292 19.5 3]6 20.0 288 17.5 378 19.0 284 14.6 338 10.5 278 12.5 338 14.6 273' 11.0 338, 13.0 269 M .1n 7/) 120 N 27-7 289 28.2 203 23.1 289 23.7 259 19.0 289 20.5 258 17.3 269 18.1 252 15.4 T8B 16.3 248 13.0 269 14.0 246 11.8 289 12.6 240 e.9 289 11.4 238 0.7 289 10.4 232 Q O O Z_ "U TABLE 513 ANCHOR CAPACITY ADJUSTMENT FORMULA: v o m O m0 AnchorCe ace Table lbs) ANCHOftCAP.,,,,,, - SUDSUaIe 2.7k CorcMe 3.5k cont. Ildlmv CtbU FIOeOCMU PT WaoO hlc4a (DP„,)X( )=ANCHOR CAP.,,, _ d16'Elco IW SS Ek o d16'Elco 114•SS Elco 010 Sled P12SIMI 812 SleeI MULLION CAP.,,,,,,w, AncllotCllp Pelteme Anchor rypa. Yt6'Elto unman f/d'EkoUrtracon Ull.conF270. o UBrscn 1/a•EkoUNacon g9geGdor u8racm A�nYsder Sc1ex(G6)Sertw(G5y strew(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge pslarce On) r 2•vr 1• 2-f/2' 3416• 2-u2' t• 2.112' r 3-UB' r o.ae• 0.64• o.c+24• CAPACITY REQUIRED"CORRESPONDING TO AN Embedment n 1-314- ta�4• I-W4• ty4. 2• av4• t-114' 1.114• 1.114• 1.1/4" 2' I-Ta, fare• vales ACTUAL PRESSURE REQUIREMENT FOR THE 2MCI»rs®4.7E I4Irt O.C.I SlergaV a OOsel Cop(Fig.ty 3901Ds- 390103 450106 CBO IDs 16104 IDS Teo ms 351 ms 74oI1x 3741as Est 104 916Itxi 341 IDs 44zIsOPENING,WHEN IT IS LOWER THAN THE MULLION d Archa3®1.Wmin.O.C./Slandald OX olse0 Cap 01927 480 IDs 7001b4 IIIA IVA 111ASeo lex - NIA - IVA IIIA IVA IVA seems 8851m u2o gu CAPACITY(FROM THE TABLE)OF THE SELECTED 4Arclnrs®3'filln.O.C.!(1J 215 Arg10 Cops/(Flp.37 780IDs 7801cd 600 ms 15601bt 1�61Us 5601bs Illn ]601M 748Ibs 6801Ea 1892IDS 602106885IOe11208n MULLION.IT WILL YIELDAMINIMUM ANCHOR 01g.4y IUA IVA n1A IUA RIA IUA IUA IVA N1A IUA wA um to to73 ore CAPACITY WHICH MAY BE USED TO QUALIFY IArcIla F-Cllp 09.6y 1D510s 105106 Z25 ros 445Its 822 IDS 143 aK 171 IDs 3701es 1071b 332106 473 Na 170 Ns 2212a 280 Ns ADDITIONAL ANCHOR OPTIONS FROM THE 2 MCIIDI9®1.16'111.0O.Cl F-0II (Flg 243106 3:0106 NIA IVA IIIA IIIA 100 IDs II/A IBA IIIA IVA IUA 311106 442100 (b01ae ANCHOR CAPACITY TABLE. 'RODUCI'RUVISOD NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. is'omplying%ft the Plorldn ugd(ngtbdc �•3r F'1.000"-4 McplBnoo No l o/.0-- FIGURE -FIGURE 1: FIGURE 2: TABLE NOTES: ! (titf 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. -" faml�ade Produce Cmnrot SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. - - .. ' 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3125 ��'o............N 49Ql�� FIGURE 3:F3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. \,\GEIJSs.� HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL.RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - ��' No.58705 'IY ANGLE CLIP MUST BE USED IN PAIRS. - 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED '.500• CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED Fy.•, A FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF.12;1 0'•, ;;TATE)F Wil: 1'X 3.125'X.5'MULLION THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT (I-VF MULLION) �i� FCOR(Of;.•'t Cl\`� LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND ( �S'• •••••' \ : II II II II� THE MATERIAL.filo&H12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. 1isIOnlA1- A.LYIJN MILLL ,P.E. -FL P.E.#58705 TABLE 6A m Mullion Capacity Table(Ibstfe) F Opening Width(for verBCelty-sparutingmuIllons)orOpeningHeight(for hodzontegy-sporringmtillons) g�x�' . 501n 601n 701n 00 In 9DIn 10010 12o 1n 1401. 1601n 10. Roetan0ular TfeplTdDrg. Recte.gWar Treplild no.. Rectangular TropfTdaug. Reotenfat LapRdong. Reolongular Tropffri ng• RoolanlNer 7repRdane• Roalonguler Tiap/TdanO• RettengWer Trap/rrlang. Reclanguier V.PlTdang. n o 1x4x.126 Loafing Loafing Loafing Loadeg Loafing Loadng Loafing Load.0 Loadug Loafing Lowing Loading Loading Loafing Lowing Loadng Loafing Loodng oZe t O s s f�. u � Mullion �s '�. r e 04 n. �. 75 b a (0 ion Mi 42 in 170.0 620 170.0 435 170.0 7" 170.0 476 170.0 668 170,0 508 170.0 992 170.0 510 170.0 1116 170.0 621 170.0 1240 1170.0 621 170.0 1468 170,0 621 145.8 1489 170.0 521 127.8 1469 170.0 621 •J W 481n 170.0 708 170,0 524 170.0 550 170.0 684 170.0 092 170.0 630 170.0 1133 170.0' 661 170.0 1275 170.0 077 160.3 1303 '170.0 680 130.3 1303 170.0 600 111.7 1303 170.0 680 97.7 1303 170.0 680 j 2 50.025 In 170.0 747 170.0 563 170.0 690 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 168.1 1235 170.0 747 140.5 1235 170.0 768 t17.1 1235 170.0 756 100.4 1235 170.0 766 67.8 1235 170.0 756 W o o' O 541. 170.0 787 170.0 612 170.0 950 170.0.691 170.0 1116 170.0 764 164.4 1166 170.0 003 137.2 1158 170.0 637 123.5 1158 170.0 650 102.9 1150 170.0 861 88.2 1150 170.0 sot 77.2 1158 170.0 881 - m �cl) 1- 6010 170.0 865 170.0 701 166.7 1042 170.0 707 142.9 1042 161.1 832 125.1 1042 146.7 815 111.2 1042 130.5 801 100.0 1012 130.2 791 83.4 1042 125.1 782 71.6 1042 125.1 782 62.5 1042 125.1 782 H `J J 83 In 170.0 930 170.0 745 151.2 902 163.8 618 129.6 092 144A 799 113A 992 131.0 782 100.8 902 121.4 768 90.7 get 114.6 758 75.6 092 108.4 745 64.0 egg 100.0 744 56.7 902 106.0 744 661n 165A 847 170.0 759 137.5 947 116.0 768 115,1 847 130.3 785 103.4 947 117.7 752 01.0 047 108.7 730 82.7 947 1022 727 69.9 947 95.1 713 59.1 947 94.0 711 51.7 '047 94.0 711 z r!I$ m 7210 115.9 849 142.7 737 113.2 048 121.0 722 07.0 649 108.9 708 84.0 048 08.4 G98 76.6 649 80.7 686 87.0 849 62.7 876 60.8 649 76.3 059 48.6 619 72.6 652 42.6 848 72.4 651 W J 761n 115.5 762 120,7 CIL 665 90.3 762 102.6[335 82.6 762 90.0 640 72.2 762 80.9 829 64.2 762 74.2 620 67.8 762 69.2 813 48.1 762 62.8 602 41.3 762 58.9 597 36.1 762 69,4 595 Q rn r rc f 7810 106.9 724 IIIA W4 89.0 724[660.7 76.3 7N 82.0 609 66.8 724 74.4 690 68,4 724 66.1 691 63.4 724 61.4 583 44.5 72{ 67.3 573 18.2 724 54.1 567 33.4 724 63.5 665 I--„ J r r Q as 0 9010 69.6 641 71.6 463 50.0 543 49.7 643 52.9 468 43.6 543 47.1 456 38.0 543 42.6 152 14.6 643 39.6 440 28.0 643 34.9 436 24.0 64S SLI 430 21.7 '543 30.7 426Q2Zg8 to 57.3 478 66.0 427 47.0 478 40.9 478 43.2 412 35.8 470 38.5 4011 [20.6 479 34.6 400 28.7 478 32.0 395 23.8 478 28.1 386 20.6 478 25.6 380 17.9 478 24.2 378 (nNzi10010 40.3 377 41.1 311 33.5 37 28.8 377 30.0 530 25.2 3)7 28.8 326 377 24.0 321 20.1 377 22.0 317 18.0 377 19.0 510 X14.4 377 17.1 301 -Ill In 37.1 357 37.8 323 30.9 35 26.5 357 27.6 313 23.2 357 24.4 309 357 22.0 305 18.5 357 20.1 301 15.4 357 17A 294 , �1201. 28.3 308 20.6 279 24.5 30 21.0 SO6 211 270 18.3 308 19.2 287 300 17.3 2G3 1441n 17.0 212 17.2 tea V X Q Q O TABLE GB ANCHOR CAPACITY ADJUSTMENT FORMULA: dr-?mO s.0 La Anoho7Ce Capitally Table libel ANCHOR CAP.,,„,,,,, n sumlrale: 2.7k Concrete 3.5kCeno. IlollmvCAlu FIOedCAN PT Wood Metal (DP_)X( )=ANCHOR CAP.,,, 5118•Eke Ild'BS Elco 5110'Elco 114'S9 Eko q10 Steel d12 Sleet d12 sl¢N MULLION CAP.,,c,,,,, Anchor Cllp Patterns Anchor Typo: 3118'EIco UlOscon 114M Elco Uluecon Ullmbon 311V Elco Ullracon i/4'Eko UiVacm Agg,,Oala UII2eon A00rcOalor Samw(05)Serew(G5) screw(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edp C(61ame 0n): 1• &1W 1• 2-12• 3.1/8• r 2-br r 2-1W 21 3.1/6• 2' 0. . ost• 0.324' CAPACITYREQUIRED'.CORRESPONDING TO AN - Embdne0t9n): 1.314' 1-14• 1.314' 1-314• 21 1.171' t-14• 1.114' 1.14- 1-114• 1-1/4• 2• tae' late' %n4e3 ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors®4.75'h11n.O.C./Standard or Offset Cen(FIg.162): 390 lbs 3901bs 450 lbs 600@s 164416, 270@, 280lb3 35415, 740 lies 3741m 664 1b, 94f11bs 341 Ibs 4421m 660th OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors®2.25•Min.O.C.I Standard(orO8se0 CED(Fig.3): 7001bs 700 is 5801bs 1410lbs 952 @s WA 560 1b,. WA 6301m WA 680 1b, WA 682 lbs hes im 1t2o Im CAPACITY(FROM THE TABLE)OF THE SELECTED 6 AnchoreQ1.15'Mb.O.C./Slenderd(.1 Met)CEP(Fig.4y 9691. 14001bs WA WA WA- WA 760@s WA WA WA WA WA 13631. 1776tm 22401. MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Moron®3'Min 0-C-1(2)2x5 Angle CEps I(Fig.5r. 7BO lm 780 is 680 is 156016, 1696 lbs 540 @s 5601. NIA 7601. 1481. 880lbs 18921bs 6621. 8851. 11201. CAPACITY WHICH MAY BE USED TO QUALIFY 6Ancmts®3•Mtn.O.C.I R)2x5 Angle Glps I(FID,B): 1170 lb, 11701. 10201bs 23401. 28441bs 810@s 6401. NIA 11401. 112211,3 1320@s 20361b, lo221bs 132710, 16801bs ADDITIONAL ANCHOR OPTIONS FROM THE ' 4 Archors60.45•hile.O.C.I U 01p,Inlo.125'Alum.ft.7): NIA WA WA WA NIA WA NM NIA WA WA WA WA WA NIA 1430 is ANCHOR CAPACITY TABLE. PRODUCTREVISED 2 Ambors®2.25'Min.O.CJ F-01p(FIg,8): 1501. 350 @s 200Ibs 70516, 476 @s WA 2801bs WA 315 t, WA 44016, NIA 311 Im 4421. S601m u wmplylnp vdlh Ne Nlorld4 r ; D 1 q• > Bund Cbdc,{ 4 Anohom®1.15'Min.O.0J F421 F 0: 4601. 700 is WA WA- WA WA 3801be WA 'NIA WA WA NIA 68216, BOS lm 1120 is AcOepVOtco N67 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. ---� 1.000' f-- Date By TABLE NOTES: Ham[ ade Product Cagroi FIGURE 1: FIGURE 2:- FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE ((111 I f I I III • • • • • • • • • • P-1. SHEETS2-M1 FOR GENERAL INSTALLATION METHODS. �\\�ON(• • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.• • • _ 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4.000' ?r+' No.56705 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW _ i.d;_ T; _ FIGURE 5: FIGURE 6: - FIGURE 7: - SUGGESTED,APPROXIMATE HOLE LOCATIONS. ' 7 • • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED - FATE f.. \:(U: • •• • • � CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW .12:1STUDS TO BEA �'�'� '•.,.FLORIOP,•C �C SOUTHERN PINE WITH AN SG OF MINIMUM GRADE 3'3 ALUMINUM SHALL BE 6083-Tb AND BE A MINIMUM OF.125'THICK.STEEL �f �i F •....•• G CK(18 L STEEL TO BE AT ,. ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 8 SCREW THREADS BEYOND THE MATERIAL.#10 1&K1'X4'X.125' A.I LYN" �IILLNU12 ,P.E. � A.LYNIJ �R;. 012 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. - MULLION FL P.E.#58705 TABLE 7A on ° � i u Mullion Ca aci 1R1 Table Ibs - fix F Opening Width(for vertically-sponnigmullions)orOpening Helght(for hodl rdely-sperullrlgmUgons) 50 In 60 in 701n 801n BO In Tobin 1201n 14D In 1601n i s mu� O Ralanguler T1apRdeng, Reelanguler Tep,Tdano. Rtotonguien Ta don. Reelongul. ire den Rectangular Tia da Rectangular ne den. Reelan ulx h dang. Reelon War Ttepfriog. Rectangular Tra done• �oo ti 1 x 4 x.3T6 P'T 9 pR 0•' 9u P`7 ng' . 9 0 9 P'T 4 p w Loading Loading Loading Loafing Loading Loading Laeding Loafing Loatling Leading Loading Loafing L°adrp Loading Loading Loading Loading. Loading g3- = U Alum.Tube L. n &„T„ F Fp -^ F D F •ag.. D F F _ a '3-$i.. '�' x p _ a 2 F 'gFg F og,. bg •a.. - F L• ' Mullion ti� MH 13� N U) Al g 5 g 421n 170.0 020 170.0 435 170.0 744 170.0 478 170.0 We 170.0 506 170.0 992 170.0 019 170.0 1118 170.0 621 170.0 1240 170.0 621 170.0 1488 170.0 621 170.0 1735 170.0 521 110.0 1983 170.0 521 O W 401n 170.0 706 170.0 524 170.0 650 170.0 554 170.0 992 170.0 830 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 1983 170.0 680 151.8 2024 170.0 680 7 _ tYA . O 60.026 in 170.0 747 170.0 563 170.0 BBO 170.0 631 170.0 1048 170.0 ON 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1484 170.0 756 170.0 1793 170.0 760 150.0 1918 170.0 760 136.5 1818 170.0 7511 W o O 641n 170.0 797 170.0 612 170.0 058 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 7434 170.0 637 170.0 1694 170.0 050 169.0 1789 170.0 681 137.1 1199 170.0 081 120.0 1789 170.0 861 m O I- M 601n 170.0 805 170.0 701 170.0 1083 170.0 707 110.0 1290 170.0 878 170.0 1417 170.0 944 170.0 1694 170.0 898 155.5 1818 170.0 1033 129.6 1618 170.0 IOp 111.0 1618 170.0 100) 87.2 1818 170.0 1083 Imo-' O J 631n 170.0 930 170.0 745 170.0 1116 170.0 050 170.0 1302 170.0 040 170.0 1406 170.0 1016 166.7 1542 170.0 1076 141.0 1642 170.0 1122 117.6 1642 166.6 1168 100.7 1642 167.0 1167 80.1 1542 167.9 1157 j Z ' fi 66In 170.0 974 170.0 769 170.0 1169 170.0 903 170.0 1384 170.0 1002 100.0 1472 170.0 1086 142.8 1472 168.8 1148 128.5 1472 158.8 1130 107.1 1472 147.0 1108 91.8 1472 146.0 1104 60.3 1472 140.0 1104 ° E C 721n 170.0 1083 770.0 e79 170,0 1275 170,0 1009 150.6 1320 106.2 1101 132.0 1320 149.9 1082 117.3 1320 137.8 1066 105,8 1320 128.6 1049 68.0 1310 117.0 1024 75.1 1320 112.8 1013 80.0 1320 112,6 1012 W g W u "I 761n 170.0 1122 170.0 e37 119.6 1181 169.1 1013 126.2 1184 138.8 991 112.2 1184 125.7 BIB BB.7 1184 115.3 9134 89.8 1184 107.5 952 74.6 1181 87.6 BJS 64.1 1184 03.1 827 SB.1 1181 92.3 .825 J N�_ rcZ T: 7810 168.1 1121 170.0 867 738.4 1124 147.0 065 118.6 1121 1213,8 017 103.6 1124 115.6 e31 92.3 1121 105.8 918 03.0 1121 80,5 900 69.2 1724 89.0 890 59.3 1121 81.3 801 51.9 1124 83.2 BTB Fa-• J r g0 in 106.1 841 111.11 730 80.1 811 84.3 736 77.2 BM 82.1 721 07.0 844 73.3 712 60.7 844 66.4 702 64.0 844 61.1 6BJ 15.0 814 64.2 878 38.8 641 60.0 608 33.0 8M 17.7 662 Q g Z N 961n 09.1 712 81.6 663 74.2 )/2 77.2 852 67.6 712 BTR 811 65.7 712 59.8 831 48.6 742 61.1 622 44.11 742 49.8 011 37,1 742 43.0 600 31.0 742 39.9 590 27.8 712 37.6 684 r° O F� o0 7 1081n 62,6 685 67.0 WO 62.1 '686 63.0 621 44.7 680 18.0 613 39.1 586 41.4 605 34.8 C41B 37,3 490 31.3 688 342 482 20.1 580 20.0 481 22,3 606 28.8 /T2 18.5 686 21.7 460 711 N 47.6 $55 60.0 603 48.0 fi55 49.6 495 11.2 655 /2.13 487 38.0 $55 38.0 480 32.0Pq 473 28.6 655 31.3 487 24.0 555 27.1 457 20.0 21.3 418 16.0 555 22.4 442 X120In 15.6 475 /6.{ 433 38.0 116 39.0 4213 ffi.8 476 33.7 110 28.5 416 29.8 414 26.3409 22.8 176 21,6 401 19.0 476 21.7. 395 16.3 476 10.7 787 14.3 475 17.2 301 h .X j 4 U ¢..O O N4 in 28.4 3]D 28.7 305 22.0 330 22.4 301 18.9 330 19.3 287 18.4 330 17.0 287 - _ der Z • , TABLE 713 ANCHOR CAPACITY ADJUSTMENT FORMULA: N Iwo xO Anchor Ca act Tablo([be) 9uMlrefe: 2.7k Comielo 7.5k Cone. Hollav C6fU F81td CMU Pr Wood Alda- (DP,,,)X(ANCHOR CAP.,,°,,,,,,_)=ANCHOR CAP.,,, 6'16'Elco 114'SS Elco 5116'Elco 1147 SS Eke A08feel 1112 Steel 012Sted `MULLION CAP., ,,,, AnchorCllpPatteme Ancllorl"m 311W Ek 1/4'Eke UOmem 311V Eloo Ultracon .114'EkoUlbacm 9TV.. Agg aGalor mtescon Ago slor straw(05)Screw(G5) screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Olslence(m): 1' 2-12' i' 2417 3-118' 1• 2-11• T 2.1/1' 2' 3-Ue- 2` 0.46• 0.54' 0.3ar CAPACITY REQUIRED`CORRESPONDING TO AN Embednenl Ml' 1.311` 1.314' 1.314'. 1-011' T 1-114' 1.114' 1-114• 1.114' 1-114' 1.114' 2' 13/8' 1SNB' vados ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors@4.75'MIn.O.C.r Standard w Ofbet Cllp(Fig.M2k 3901bs 390 lbs 450 ibs 890 lb. 1044 lb, 270 lb, 2BOW 354 lb, 740 lbs 374 get 604 lb, 041 lbs 3711bs '142 Fibs 6601be OPENING,WHEN IT IS LOWER THAN THE MULLION 4 A he .®225'Min.O.C./Standard(or Ofbel)Clp n.3): 700 ibs 700 Ice 560[be 1410 lbs 852[be NIA 660 ft WA 630 lea WA 880 Ibs WA 682 to, 885Ibe 11201be CAPACITY(FROM THE TABLE)OF THE SELECTED . 8 Anchors®1.15'611n.O.C.I Slendard(orOlbaO Cep(Fk1.4Y 960 lbs 140016, WA WA WA WA 760[be tun NIA WA WA WA- 1363[be 1770[be 224014, MULLION.IT WILL YIELD A MINIMUM ANCHOR . 4 Anchone®T Mia 0.0.1(2)2.5 Angle a0s I(Fig.5Y• 786 ros 780 on 680[be 1560 lbs 1890 ib FAD IDs 660!be WA 760 ms 74B Me 880 lb. 1092 lbs 682 lb, Bas lb: 1128 ros CAPACITY WHICH MAY BE USED TO QUALIFY 6 Anchors®3'Mia O.C.1(2)2x5 Angle Cop,I(Flg.8): 11701bs n70lbs 1020 lbs 234DIbs 2844 lb, BID Ibs 040 lb, WA 1140 lbs 1122 1b3 1320 lbs 2838!be fon Ns 1327Ibs 16130105 ADDITIONAL ANCHOR OPTIONS FROM THE 4 Anchae®OAS'k0n.O.C. Ucllp,Into.12Y Alum.(Fig.7): WA WA WA WA WA 14IA WA WA NIA WA NIA N/A WA 'NIA 1430 lbs ANCHOR CAPACITY TABLE. RODULTREIVf9BD 2Anchom@226-MIn.O.C]F471p IF .BI: 3501bc 350[be 290!be 705 Ice 470 lbs NIA 260 lbs WA 315Ns NIA 4401W WA 3111bs 4421bs 5601bs lullding CodeIS wraplyino x AI M the (� 4Afghm®1.15'MIn.O.CJ F421p(Fb.81: 400 ft 700Ib3 WA WA WA WA 3801bs WA WA WA NIA NIA 682 lbs 8051bs 1120 les 4tttpi¢ico NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP- -^� 1.062' f•'- --� 1.000' i--- nhntl0n o �• -Y_ TABLE NOTES' - Monti Dade Product Commro~� FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE B: FIGURE 9:' 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 117111 1 1 11 j I 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ��•'�1GEN5 '/ • • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000' 4.000' No.50705 SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ �fe = FIGURE 5: .FIGURE 6: FIGURE 7: - ''� �- IZ- 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND :t) ', j �--�( JS C(/ • • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE :U TATE F ...'`74 • • • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE F<ORIDP, .' 6063-T6 AND BEA MINIMUM OF.126'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045' 376' U�7 AND A36.ALL ANCHORS 76' �� , 9 ANGLE CLIP(FIGURES 580)MUST BE USED IN PAIRS. TO METALTHICK(18 ASHAL)L EXTEND AT LEAST 3 SCSTEEL OREW TH EADSBE AT IBEYONDITHE MATERIAL.010&012 1•X 4'X.375' 1'X 4'X.375' I /,1r1�O'Vn`�1��\`\ ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 'T'-MULLION MULLION A.LYNN MILLER,P.E. FL P.E.R 58765 TABLE 8An x R R n a Mullion Capacity Table Ibs/fe) OpeningWidth(for varlicallysperdrigmueiorls)orOponfngHeght(for holzprdefly-spenMtg G�a<� c 601. 601. 701n 801. 001n 100in 1201n 140 in 160 In �$• O iTre rTdenO• Pouter TroMTdone. Rectenaor Tnepreiag. Roct.nalar To Tong. Ratan a gReeen lRectangular TroprTdan.RoctanBWeToIeng. Reclenaler TreplTden. Rela . et '.26„X Loading Lading Lang 'w Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading g g cFo:: 3.188"tc - � .286"Alum r a .17 F p .� �' r & �' Tube Mull 3 3 3 3e 3 3 3` 3 8 3 3 3 3 3 3 3a 3 3 3 3 3 3` 3 b S c9' CA 3 8 6is 2 C4 (p 421n 170.0 820 170.0 435 170.0 744 170.0 478 170.0 888 170.0 606 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 621 170.0 1466 170.0 521 170.0 1735 Me 621 151.6 1769 170.0 621 O W 481n 170.0 708 170.0 524 170.0 850 170.0 584 170.0 092 170.0 630 170.0 1133 170.0 681 170.0 1276 170.0 677 170.0 1417 170.0 680 164.8 1648 170.0 660 132.7 1648 170.0 690 116.1 1648 170.0 650 � T 50.6251. 170.0 747 170.0 663 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 167.0 1486 170.0 756 139.2 1468 170.0 768 119.3 1468 170.0 766 104.4 1468 170.0 766 aI1 p� 0. 54 In 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1118 170.0 754 170.0 1275 170.0 803 163.1 1376 170.0 637 148.8 1376 170.0 656 122.3 1376 170.0 861 104.8 1376 170.0 861 91.7 1378 170.0 861 - m O o. F M 601n 170.0 885 170.0 701 170.0 1063 170.0 797 153.8 1155 170.0 876 119.0 1158 167.4 930 123.8 1158 158.8 918 itt.2 1158 150.0 912 92. 1158 .144.8 905 79.1 1168 144.8 905 89.5 1158 144.5 905 F W J 631. 170.0 930 170,0 745 160,1 1051 170.0 650 137.2 1051 155.9 862 120.1 1051 142.0 845 108.7 1051 132.3 537 96.1 1051 125.7 83< 80.1 1051 19.6 822 60.6 1051 118.1 821 60.0 1051 119.t 821 2 D• O i 167.1 957 170.0 789 139.3 957 161.6 805 119.4 957 134.0 700 104.4 037 121.6 777 92.8 057 112.8 767 $3.8 957 MA 769 957 100.0 750 59.7 857 06.9 748 $2.2 857 08.9 748 c721n 128.7 804 135.2 698 107.3 804 115.2 684 91.8 804 101.3 671 ,60.4 804 91.4 660 71.5 804 64.1 650 64.4 004 70.8 643 53.6 604 72,3 633 46.0 604 69.9 629 40.2 801 89.8 628 O W 761n 109.4 722 MA 630 01.2 722 97.2 615 78.2 722 85.3 606 68A '722 76.7 690 60.8 722 70.3 588 64.7 722 65.5 He 45.6 722 59.5 570 39.1 722 60.7 665 34.2 722 50.2 504 ¢ �� 2 78 In 101.2 685 105.6 600 64.4 605 69.8 68B 72.3 685 78.5 577 63,3 665 70.5 688 66.2 685 64.5 660 50.6 665 60.1 653 42.2 695 64.3 543 36.2 685 61.4 537 31.6 865 50.7 $36 F (0 � r 901n 65.9 515 68,0 457 54.9 515 57.5 449 47.1 515 50.1 441 41.2 515 44.7 434 36.6 •515 40.6 428 33.0 515 37.4 422 21.5 515 33.1 413 233 615 303 407 20.6 515 29.1 404 Q �( Z N 981. 64.5 /53 65.5 104 45.3 463 47.1 J97 30.5 {53 41.0 391 17.9 457 36.4 386 30.2 453 53,0 379 27.2 453 30.4 374 22.6 453 26.8 168 19.4 453 21.5 360 17.0 453 22.9 156 = g0 _0 cr) 00 1081n 38.1 358 39.0 323 31.6 355 32.8 318 27.2 358 25.4 311 23.8 358 25.2 308 21.2 358 22.7 304 19.1 358 20.8 300 15.9 358 10,0 293 E0 M w 1111. J5.1 336 35.8 306 29.3 338 30.1 301 26.1 335 26.1 297 22.0 338 . 283 10.6 138 20.9 289 17.6 338 19.1 285 � X (n 1201. 27.6 290 28.3 264 23.2 290 2J.8 260 19.9 290 20.8 256 77.4 280 15.2 26J 16.4 290 16.4 249 U 1V ¢ O O 1441. 76.1 201 18.3 188 - -- d 1 Z O O g m O c0 TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA: - $a eiQY AnehorCe diel Table Ibs ANCHOR CAP.,„,,,,U, o" w o�rc� Substrate 2.74 COMWe 3.5m care. Hdlo+reI.IU FlOeocLIU PT sumo I.Idal (DP)X( )=ANCHOR CAP.,,, 6116'Elco [Ag' SS Eke&161 Elea 114,SS Elco 010sta1 012sleel 012 Simi MULLION CAP.,K,,,,,, ARcllorCllp Patteme McOa Type 3'16'Eito UOram 114'Eko Ullmton 3'16'EIeo UIlrJem 114'Ek0Ug2eon "IS' geGalor UJIM Aggeeoata screw(06)soar(s,0 scrav(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR 1' 2-112' 1' 2-1rT 308• 1' 2412' 1' 2412' T 3.118' T 0A6' 0.54' 0.1 CAPACITY REQUIRED'CORRESPONDING TO AN2- 1-14' 1-11.114' 1-114' 14/4' 1-114' T 1-3'e' 13T• vales ACTUAL PRESSURE REQUIREMENT FOR THE 2 Ancmn 4?i d.7S I41n O.C./Slemall a Opel C9p(110.1)'. 3901093901m Oro lbs 8901bs 1644 lbs 2701bs 280 les 3M lbs 7401[6 314 ICs MRS 016102 3H lbs 4421m fi601ta - OPENING;WHEN IT IS LOWER THAN THE MULLION 4 Arcaas®1.15-I41n O.C.I Slandard(a Met)Up(ng 2)' 480 IDs 700102 R/A HVA 111A 38D IM IIIA IUA IIIA MA IUA see ibs s651m 112011:3 CAPACITY(FROM THE TABLE)OF THE SELECTED 4A.- 11MIO.0.C./(2)a5A101e Cnps/(Rg 3) Tro 159 760102 Me Ibs 560 1 j 1896Ibs NOW 5601132 tun .7601bs 74B lbs 800 IDS 18921bs 692tbs e65 Na 1120 rte MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Arcmrs4p 0.45'Idm.O.C.I UC9p,Into.12VANm.(Ftg.4) N/A IBA HrA 1 WA IIIA IUA Ill. IUA IIIA' IUA IPA IRA run 1430116 CAPACITY WHICH MAY BE USED TO QUALIFY tArcrprl FCOp Plg.6)' 106105 105159 235/59 445 W. 022Im 135ms 143 IM 1771bs 3701W 1B71bs 3320& 473 11a 170105 221 Ibs leo lm ADDITIONAL ANCHOR OPTIONS FROM THE 2Mcmn®1.1 V IMir,A O.ori pCv g.6) 240 W9 550102 N/n WA NIA II/A 190Im Hln run IUA Ion Ion 311 ms 442 L60 R6 ANCHOR CAPACITY TABLE PRODUCI'RBVISBD NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. as Building CDDIng rihh she Florida DuOding CbdO AmTjano No FIGURE/: FIGURE2: f�--1.250'-^I §. arc TABLE NOTES: __ 1/ _ , J.� • •_ - 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION bliaml ade Produce Coaunl�• ' ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. . 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE LYNN A0�/��i�• 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3'188' •�a'��:•'WCENSC ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS CLIP MUST _�7�' -3�• • • • • BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 265• _ U.58705 _. • IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND _ -=�-. GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL Kr ( U. FIGURE BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE IS is •[V 6083-TS AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND S Al O}- LV • .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL 1.25'X 3.168'X.265'MUL ON '•.�'CORID+'.•'' \'�� e e (7;1/4'VF MULLIO i�lSs. "' ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. sir /O nL G s. 1110 8f/12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.tfNN�(I(.LER',P.E. FL P.E.S 58705 TABLE 9A Mullion Capaolty Table([belt?) 1� 0 Opening Width(for vergoally-spanning mU9ions)or Opening Height(forlwdzonlaW-spaming m14go119) 501so In 70In 80 in 90In 1001n - 1201n 1401n 1601. • u' O Rectangular Tmpitimg. R.Nogular Treprrderq. Reolen9ula Tmp'nleog• Reclanpbl Trap/Mang. Reclengular Trep/rd.W. I4ec1angulor Tmpfrdang. R,,wgular Traprda.g, Rectangular Tmp1llne Realentuiar Tmpfrdeng. CY 1.25X3.25 Loafing LosdTnrl9 Loadng Load19 Loadvg Loadog Loadog Loading Load'nFg Loafing -gp$Loadny0}gLoading Loadnp Loafing Loading Loading Loady{rvJ�d }pJ Load-nng AlMulllao z Tub, N �e g 8 B }�RJ•y y�Lj� �yyL� r (1^ U U At)& 7yg�• �p&• p �' U O fl R^ 1z�m 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 660 170.0 608 170.0 892 170.0 519 170.0 lite 170.0 621 153.3 1110 170.0 521 127.7 Me 170.0 521 109.6 1118 170.0 521 95.8 1118 170.0 621 0 .� 481 170.0 700 170.0 62/ 170.0 830 1100 681 167.8 978 170.0 610 140.1 9}B 170.0 601 130./ 970 170.0 877 117.3 978 170.0 C80 87.0 9110 170.0 080 83.0 078 170.0 880 73.3 918 170.0 680 •Jj W 60.625In 170.0 747 170.0 563 170.0 898 170.0 631 160.7 927 110.0 684 131.9 027 168.6 708 117.2 927 159.1 699 105.6 921 160.3 606 67.8 927 158.3 695 75.4 921 156.3 695 65.8 927 166.3 695 = T 64 N 170.0 797 170.0 612 154.6 869 170.0 691 172.6 869 157.8 083 115,0 869 141.8 669 103.0 669 134.0 660 02.7 889 129.8 654 77.3 869 Me 672 802 869 128.0 052 57.9 809 128.8 652 0 6110 N 1432 748 163.8 634 110.4 148 132.3 620 IOL3 748 117,8 608 89.8 746 107.9 699 19.6 746 101.0 592 Me 148 96.8 587 62.7 740 93.3 583 81.2 748 93.3 563 44.6 740 93,3 683 � � � O rr 0311. 123.7 077 132.0 579 103.1 077 113.2 566 88,1 677 100.4 655 77.3 077 01A 648 681 677 *85.2 539 61.9 677 elA 634 51.6 671 71.0 629 44.2 877 78.7 529 38,7 677 76,7 529 I- - •--1 601 107.0 617 114.1 530 69.7 011 07.6 610 76.9 617 88.3 509 97.3 617 78.3 500 69.8 617 72.8 494 61.9 617 08.7 489 44.6 617 04.4 483 38.4 817 83.7 482 33.8 ev 63.7 402 W �_ 721 02.9 518 87.1 450 69.1 510 74.2 440 69.2 618 852 432 616 610 50.8 425 46.1 618 64.2 419 41.4 516 60.7 414 34.6 518 46.8 408 29.6 518 45.0 405 25.9 616 45.0 405 Z 1n 2 m 2 761n 70.5 465 717 408 58.7 485 62.6 39a 60,3 467, 34.9 390 44.1 465 40.4 301 39.2 485 45.3 378 352 465 422 374 29.4 403 38.3 387 26.2 485 30.6 381 22.0 465 76,2 383 ? � 781. 65.2 441 68.0 387 64.3 441 57.7 370 48.6 441 SOA 372 4D.8 441 45A 366 36.2 441' 41.8 380 32.6 441 38.7 356 27.2 441 34.9 349 23.3 *441 33.1 340 20.4 441 32.7 345 J o c`4 &re&Z 901n 42A 332 43.8 285 35A 332 37.0 289 30.3 332 32.3 284 28.5 332 28.8 280 23.6 332 26.1 276 21.2 332 24.1 272 17.7 332 21.3 268 152 332 10.6 262 13.3 332 18.7 260 Q r f� Q W 10 901. 35.0 281 36.0 260 29.1 291 30.3 266 25.0 291 28.{ 252 21.9 291 23.6 249 10.4 2BI 21.3 244 17.5 291 19.6 241 td.0 281 47.1 238 12.5 281 16.0 232 N r, 1031 21.8 230 26.1 208 20.6 230 21.1 205 17.6 230 1" 201 16,4 230 IB2- 198 z X 00 Ln N Ao m� 111 1 22.0 218 23.1 197 18.8 210 10.4 191 102 218 18.8 191 14.1 218 11.9 180 N w o B 1201 17.0 187 182 170 14.0 I8T 15.3 187 M x 2 U N a 0 0 z O O TABLE 98 m0 11.0 Anchor Ce acllyTablepbs ANCHOR CAPACITY ADJUSTMENT FORMULA: ba ANCHOR CAP.,,,,,,,,, SOM.Ie: 2.7k Co. to 3.5kCaq. HdIaxCAIU 14-SS 1U - ml Wood Metal MP,)X( )=ANCHOR CAP-,,, 611 Elm 114'93EIco 5'I6'Elco 1/4'SSEIco W1081ce1 tl1251ee1 012 Sled MULLION CAP.,,,,,... . Anchor typo: 31f0•El.Uerecon 1I4'Eko Ulbacon 3118•Eico ullreoan 11V Elm Ullmcon USE THIS FORMULA TO OBTAIN THE'ANCHOR AnehorCllpPeiterns Ullmoon AptreGala NOxon AgpeOelor Screw(05)3c10x(GS) 3cr7x(GSJ - Edo.Dklbnc6(fn): 1' 2.112' 1- -2-lir 3.118• 1' 2.1/2' 11 2-102• 2' 3.118• 2• 0.48• 0.54• 9.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embedment tn): 1.3/4' 1.314'. 1.3'4' 1314' 2' 11.1/4' 1.1/4' 1-114' 1414' 1-1/4' 1-114' 2- 1378• 11/6' wde3 ACTUAL PRESSURE REQUIREMENT FOR THE 2Amt. 4�4.75'MIn.O.C.fSlanlaid OfOlnolalp(Flt.1): Sae. 39010s 450 lbs See fbs 1614 ros 270Ibs 280 Its 354196 7401b 374 lb. 664 lbs 046 lbs -34119s 442197 560W OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors@1.15.61in.O.C.18landard(or Offset)gip(Fit.2): 480166 700 ins WA WA NIA IVA 380 lb, WA NIA WA WA WA 6821bs 085lb. 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 4Am"@3'Min.O-C./(2)2s5An010 Up9/[Fig.3): 7W lbs 7809ss 680106 1560lbs 18%Ibs 540lbs' fico lbs WA 760196 748 ros �683197 18921bs 682 lbs 885 lb. 1120 lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 Awhom @ 0.54'Min.O.C.I U43ip,In(..100'Alum.(Ftp.4)r WA WA WA WA NIA WA WA WA NIA WA WA WA n tUA 050 ros CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor/Ratp(Fig.S): 195 ros 19506 2250s 445 lbs 622 ft 135 lbs 140 ros 177 lbs 310@6 fe7lbs 332167 473 lb, 170lbs 221 lbs 266 ros ADDITIONAL ANCHOR OPTIONS FROM THE _ 2An6hare®1.15'M1116 O.C1 F-gip(Fit.6): 240 ros 35006 WA WA NfA WA 100 ros WA NIA fUA WA WA 311196 4421bs 580lba ANCHOR CAPACITY TABLE. I(ODUCI'RBV136D COMOy168 with the 1'19dd6 J9ndIng OD : r''1 . mplanwNO "f"" a1 FIGURE I: FIGURE2: - TABLE NOTES: -1250' eoD �. • . - 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION /11011111)ado PtodudL'Cou.roJ ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. ' 5111111/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \\�� y�( LYNrV FIGURE 3: ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3250' P�,•''k,(GENS�'•�C� CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �4 Ido.'S48705 •1f IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND - _ •"� �_: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL .100' -U G(4 �"��9�1S• FIGURE 4: FIGURE 5: FIGURE 8: -- BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE � '•, S/'ATE 6063•T5 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 ANDr(ORIO P.•045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICK MD A30.ALL 1,25'X 325'X.100' •�ii5'/ Lj ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. MULLION 171 ONN#10&012 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S.� � .. � A.LYNN MILLtL P.E. FL P.E.N 50705' TABLE 10A A � , Mullion Capacity Table Pbsife) iM Opening Wd61(for wdicatly-spamdng muflians)orOpanIng Hetght(farbodrorlagyspannhg mullions) g�n6 6 30N 601n 701n 80 10 90 in 100 in 1201n 1401n ISO in Rddangutar TnpTdant. Recta.8ular Trapft ng, Redaaptm Trap'rdan2. RaslanDular Twp4dong. Radarolutar Tsapfrdeng. Ractangutar Tra#lrim Reclangutar Tra an Rattan tar Tta a Rada Nan Tr rtena. a 4- 1x.624 5 Loading Load'-O loading Loading LcMbg Loading Loading Loading Loadmg Lang Loading L04dbg Loading" Lo Qm9g Loadi 0 Lo dng Loading �Og 0 Alum.Tuba .�• .&' 7;..,, .�' .. '� '`.., 'E `... .. -.- '�' '�.. '� �.. �., 'S .5 •�.- . � .` .&� .' . � .g^o Mullion It sa > It g g e "s .. v Si o ci u ss 3 u' ss ss ss i4 cia is tie ss" v v v <av v 4110" v v�'p n i6a� �6 i>� is v'� v ia� u' ova N b � •� �A ie $z" $n rc $rF fG �n4 �� a` �a $r2 � �� €, $rc x 1�& IG. $r2 i -t& Z 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 606 170.0 992 110-0 619 170.0 1116 170,0 621 170,0 1240 110.0 521 1)OA 1488 170.0 621 Ilea 1135 170.0 521 17e,0 1983 170.0 621 0 40 In INA 708 170.0 624 title 050 VOA 604 170,0 992 170.0 630 170.0 1133 "170,0 661 170,0 1216 170.0 671 INA 1417 170.0 600 170.0 1700 1700 680 109.7 1979 170.0 680 148.6 1979 170.0 680 -1 � 50.626 1, 170.0 74] tide 663 170-0 096 170,0 631 170.0 INS 170.0 684 110.0 1195 110.0 123 110.0 1346 170.0 747 170.0 14% 170.0 756 170,0 3793 tike 166 152.5 1877 110.0 156 133.b 1671 170.0 768 � D='- to ti o 64 In 170.0 797 170.0 612 170.0 9S8 170,0 691 170.0 1116 170.0 764 170.0 1276 170.0 80) 1108 1434 170.0 937 170.0 1594 170.0' 056 166A 1769 170.0 061 134,1 1169 110.0 061 111.3 1769 170.01 661 - m b Q 60 In 110.0 gas 170.0 781 178.0 logs 170,0 791 it00 1240 tro,0 879 170.01411 110.0 944 161,1 Bit 170.0 996 USA tall 170.0 1033 120.8 1611 170.0 1063 103.6 1511 110.0 1063 90.6 1511 170.0 1053 F r� t�l11 631n 170.0 930 170.0 745 110.0 1116 170.0 960 170.0 1702 1108 910 156.6 1370 170.0 lots U92 VI 1370 170.0 1076 12S.3 1370 1648 1082 t01A 1370 165.9 tOT2 89.6 1370 155.3 1070 78.3 1370 165,3 1070 W Lo 661. 170.0 974 170.0 769 110.0 1169 VITOA 903 155.6 1248 170.0 1002 1362 1248 158.9 1013 121.1 1240 147.1 1000 1081 1248 139,0 989 9 D 1240 130A 978 17.8 1248 129.0 975 60.1 1240 129.0 976 w G721. 167.!1 1079 170.0678 139.9 1049 160.2 892 IW9 1019 132.1 816 101.9 1049 119.1 860 93.2 1049 109.7 849 83-9 1049 102,1 038 69,9 1049 94.3 826 WS 1049 91.2 820 628 1049 91.1 NO J 8 3,' a 7gin 142.1 941 119.1 822 118.9 911 126.8 805 101.9 941 111.2 791 89R 941 100.0 777 79.3 911 91.7 76fi 71.4 941 105.6 767 69.6 941 71.6 741 51.0 941 14.0 737 44.6 941 73.3' 739 o �j 761n 132.01 831 1378 783 710.6 896 1169 767 949 094 1028 753826 894 91.9 160 73.3 694 84.1 730 66.0 694 78.3 721 658 894 70.7 707 47A 894 67-0 701 419 891 66.1 698 < 901n 85.9 611 B8.J 696 71.6 S11 74.9 685 618 611 65.3 6T5 63.7 871 69.2 SM 47.7 671 62.9 668 43.4 mi 48.8 551 368 671 43,1 639 30.7 art 39.7 531 26.9 611 37,9 626 961n 70.8 590 72.8 627 69.0 69p 61.6 618 60,6 690 53A 609 44.3 $90 47.6 502 39.3 590 43.0 491 35.4 S90 39.6 488 29.6 590 341 477 26.3 690 31.6 469 22.1 590 29.8 461 'Q x 100 in 49.7 466 60.8 421 41A US 42.8 414 365 460 37.1 408 31.1 466 32.4 402 27.6656 29.7 396 24.9 466 27,1 391 20.7 666 23.6 382 17.0 466 21.2 376 16.6 666 19.6 378 N 1111n 45.8 141 46.7 40D 38.2 441 39,3 393 32.7 441 34,1 387 26.6 641 30.2 JB2 25A 441 272 376 22,9 !!3 24,9' 372 19.1 441 21.5 363 16.4 441 19,3 356 14.3 441 17.0 351 to ul 120 In 36.3 378 36.9 314 30.2 318 31.0 339 23.8 310 26,8 334 22.7 378 23.7 329 20.1 378 21.3 325 18.1 1 379 I 19,6 321 16.1 310 16.1 314 !1' X X V) w 1441. 2fA 262 21.2 24? 77.6 262 11.8 239 t5.0 262 15.3 236 Q r Z to TABLE 1013 �' m0 s:0 AnohorCapacity Table(lbs) ANCHOR CAPACITY ADJUSTMENT FORMULA: sword' . suistale 2.7kCarctde 36kCmt. RdfowCMU F'1gedC6t5 PrSvood MdN (DP,)X(ANCHORCAP.,a,,,,,,1_ANCHORCAP.,,, ^� 6116'Elco 14^SSEk0ut6•Fl- V4'S9EIr0 010sted al2sleel 1012 Steal MULLION CAP.,,,,,,,,,// AnehorCRp Patteme Aacaa•7YPa 3'16•EIco UOracm V -a.Rracm uracon ffitC Elco UBttCm 14'Eko UBrecon AggreGnor 119mcm Aggm0alor Sctew(G5)Serm(G5) Screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Ustanae gn) I. 2412' 1` 2-112' 3,118' 1" 2.112' 1• 2-112• 2• 3416' 2' 0.48" 0.64• 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN Eat�edmem 1'14` 1.34• ial4' taro' 2' 1-v4' 1414• 144 1-114' 1.114• 1.11. r 1.383" tarp saltls I ACTUAL PRESSURE REQUIREMENT FOR THE 2AnetgR 64.76•Llln O.C.ISlamaN a Or6CtCIP(Fig.IY 300 Ons 390 We 450 IDS 890 TDs 1614 lb% 270 lbs 200 We &M lbs 740 lbs 4741bs 664 On gls 1cs 311 Ns 442 ka 650 We OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors Q I.t5•MN O.Q 1SIMOW(orOt6e C9p 09.77. '491106 70D ft IL/A urA f1A IIIA am fes IL1A WA N/A IVA IVA 662tbs 8851m . 11231to CAPACITY(FROM THE TABLE)OF THE SELECTED 4Amh%s@T Min,0.0./(19215 Ang"Itts I Mg,3Y '780 WS 7E0 Its ESO Its 1560 Me 16061bs blolbs 660 Its IIIA 7601ts 748106 8901:6 18947 im -662 lbs 895 Me 112DIDA MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Anctan X 0.61`JAN.O.C.t U4Op,in10,1o0•ANm.fig.O}: ILIA NIA IVA IVA 141A ILIA IVA ,IIA IVA IIIA IVA IVA NIA IUA 050 me CAPACITY WHICH MAY BE USED TO QUALIFY 1AIKIpr/FC6p(Flg.6Y IBS 194 toy m9 2251es 4451:6 6M-lbs 135106 I40Its 1T7 to 370149 1874bs3329s 473 Its 170 lea 221 N6 2601bs ADDITIONAL ANCHOR OPTIONS FROM THE 2Anclom 01.16`6114 O.CJFCS .by 240 ws 3A tin IIA IUA rlrn 111A 100106 tuq IVA IIIA RIA ILIA ' 3ittog I 442%S 660lbs ANCHOR CAPACITY TABLE. PRODUCT RBYISP-D . updW lyfn6'wph die Plarlda 60069 -1 acp�at00 N0 V FIGURE 1_, FIGURE 2: TABLE NOTES: - 11,251' - . • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION - •iiem-'I�adc produit Cmgm ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE. �� y"j L N FIGURE 3:. ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE g, P: EN 3) ;F'P CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 11.;• )�l BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESIED,APPROXIMATE HOLE LOCATIONS., No.58705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND ^ GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-S0.WOOD SHALL - •' -( „�( �, t ; FIGURE 4: FIGURE 6: FIGURE 8: 24 BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN$G OF 0.55.ALUMINUM SHALL BE i 6063-T5 AND BE A MINIMUM OF.100•THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND _")- ��'•,,p<OlttOi`,•G��`� .045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A30.ALL 4 ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25'X 3.25'X.624` 'f i/SjON�I. `tom` " 010&1112 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION. A.LYNM IM11111 R,P. FL♦311168705 TABLE 11A Mullion Capacity Table Qbelft') Opening Wilth(lorwrlicely-spanning mlflions)or Opening Height(7orhodzoriallispowitg Millions) 601n fi01n 70 in . Salo to 90 in IN in 1201n 140 to 160In �?'$� p 126x8.94 Reclsguiar Taplrlaag. Raclan0., TipRdana. Rechaguler Tmp9-dang. R.'Uniular Trsp4deng. onuoouler TeplrEong. Roclongelar TrapMrg. Rcdongular Trap4flang. Radengular Tap?aeno. Raclarpular Tap'TAang. ao Loading Loading Loading Laa6ng loading Leading Loodine LoaErg Laadng Landing Loading Loading loading LoeJnB loading loading Loading loading oz 2 O x.924 , ei Alum.Tutee .+y' .� ,�'- Al § -�. � 5 £ '' [11. .&� .F .. �., 5 .F u�,.. •uF.. a .F .^ .�'� .�' .&� Mullion �. Us a . aa� �€ �� lid a � o ?�, a , a a eN13 tS u o ci u $ uu u uu u u u $ (%1.Pr ' ,`d, r'S � -� �u �� t°. ; 5� . 3�� 21� -1 OIn421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 B69 1707 606 170.0 992 170.0 619 1116 170.0 621 170.0 1270 170.0 621 170.0 1488 170.0 .621 170.0 7735 170.(1 621 170.0 1983 170.0 621 JdB In 170.0 700 170A 524 170.0 850 170.0 SRI 170.0 992 170.0 630 170.0 1133 170.0 661 1276 170.0 677 170.0 1417 170.0 680 170.0 1700 170,0 660 170.0 1983 170.0 680 170.0 2267 170.0 680 7)60.6251n 170.0 747 IVA 663 170.0 096 170.0 631 170.0 1046 170.0 684 170.0 II95 170.0 M3 1345 170.0 747 170.0 1494 170.0' 766 170.0 1783 110.0 766 170.0 2092 170.0 166 170.0 2391 170-0 756 2 Og U)�o O 54in 170.0 797 170.0 612 170.0 956 170.D 691 1]0.0 1116 170.0 754 170.0 1276 170.0 603 1434 170.0 837 170.0 1594 170.0658 170.0 1913 170.0 061 170.0 2231 170.0 861 160.2 2403 170.0 .861 W O 1-60 in 170.0 085 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 678 170.0 1417 170.0 944 1694 170.0 996 170.0 1771 170.0 1033 170.0 2125 170.0 1063 1183 2163 170.0 1063 129.8 2143 170.0 1063 8 (O J63 in 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 13D2 170.0 940 170.0 1488 170.0 1015 1673 170.0 1076 170.0 1059 170.0 1122 156.9 2060 170.0 1169 134.6 2060 170.0 1171 117-7 2060 170.0 1171 W U)661n 170.0 974 170.0 709 110.0 1169 170.0 9D3 170.0 1764 170.0 1002 170.0 1558 110.0 1086 1767 170.0 1165 170.0 194e 110.0. 1210 147.0 1966 110.0 1276 122.6 1966 170.0 1206 107.2 1966 110.0 1284 Z rA z m m 721n 170.0 1063 170.0 818 170.0 1276 '170.0 1009 110,0 Id88 170.0 1126 170.0 1700 170,0 1228 164.1 1771 IT0.0 1]16 178.7 1731 169.8 1386 115.8 1734 165.9 1364 99.1 17]4 160.4 1362 96.7 1734 150.2 1352 � �, J o_ 761. 110.0 1122 INA 937 170.0 1746 170.0 1080 166.6 1556 170.0 1209 147A 1556 IGS.2 1265 131.1 1556 151.5 1266 117.9 1556 141.3, 1261 9B.3 1556 128.3 1229 94.2 1556 122.7 1219 73.7 1656 J ❑ i rcZ g 78 In 170.0 1161 170.0 957 170.0 1381 110.0 1116 155.9 1471 169.3 1246 LISA 1417 152.0 1224 121.2 1477 139.1 1206 109.1 1477 129.5 1191 90.9 1471 116.9 1169 17.9 1477 110.8 1166 68.2 Mir fo9.3 1154 Q 90 in 112.0 1110 116.6 986 118.4 ]730 127.9 968 101.6 1110 107.9 951 89.8 1110 96.3 936 78.9 1110 87.6 922 71.0 1110 80.7 910 69.2 1110 71.3 691 60.7' 1110 55.6 BTB 11.4 1110 62,7 810 Z tNp ,Q N O 96 in 111.0 975 120.3 872 97.5 101.5 am 93,6 916 66.3 842 73.2 976 78A 629 65.0 976 11.2 817 68.6 976 657 BOT 48.8 976 67.4 109 41.8 976 523 716 76.4 976 49.7 IGT � )(�Z W O 1081n 91.2 771 81.0 696 68.5 70.7 605 69.7 771 61.3 674 51.1 771 54.3 664 45.7 771 49.0 655 41.1 771 d4.9: 647 35.3 771 JB.9 632 79.4 771 75.0 621 25.7 Til 32,d 612 A E� _ N Of i S 1111n 76.7 110 77.3 661 67.1 65.0 660 61.1 770 54.3 610 A3 730 49.9 631 421 730 15.0 622 37.9 170 41.1 614 31.6 730 75.6 600 27.0 739 ]1.9 599 27.7 709. _ WM1201n 69.9 627 61.0 669 49.9 61.2 560 /2.B 624 44.7 652 77.5 621 39.2 641 3'. 624 35.7 637 30.9 624 32.2 671 26.0 627 21.7 619 LO U) U) 144in 34.7 433 35,1 400 20.9 29.7 399 24.9 4]3 25.4 390 21.7 437 22.4 385 19.3 437 20.0 781 17.3 473 18.2 376 C..) N Q O O - ao� Z w U) o So TABLE IIB ANCHOR CAPACITY ADJUSTMENT FORMULA: u AnchorCepaelty Table(Ilia) ANCHOR Co Sab3ttate 2.7KC-de 3.69Cmc, Hnlm mill FI9edCI.m PTwo00 Moat (DP,)X( _APP..,__)=ANCHOR CAP_ NiC Elto 114•SS EIcO Nis•Elco 114•Ss Elco at0 ateW n12 Slml 012 Sltcl MULLION CA ,n,,,,,,, Anchor Cllp Patterns. Anchor TT''� lrts•Elco Uilratan .v4•Eko unraton 3'tN Emo Unman 114•E4counracon gg ( ) (w� 1 N USE THIS FORMULA TO OBTAIN THE'ANCHOR _ UMon AggeGator Ullmtm A ¢Oaiv Strew Cf Screv Scrnv O Eog3 C(slame 0n) 1' 2.1/T 1• 2.112• 3.118• 1` 2-112• 1• 2.11T 2' 1 3110' 2' 0,46• 0.64• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN EmOeonffl n 1914- 13'4' 1ar4' 13'4• 2' 1-114' 1-114' 1.114• 1.1/4• 1-114- 1-1/4' 7 I-3'6" I- rales ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anders Q4.7g MIR O.C.I Warded!Of OT.et alp(199 Iy 399105 390109 4`A His B901Ds 16411os 270106 280 Its 361106 740 Its 374106 664109 0461 341 lbs 442109 Cao 4m OPENING,WH EN IT IS LOWER THAN THE MULLION 4A(ehOr4Q1.15•MIn O.C.I standard lar Caret)Cap Ing.2) 480 lbs 700 ins IIIA IUA 111A NRA 3w has HRA IIIA 4117 IUA IUA 682103 685 m9 1123 IDs CAPACITY(FROM THE TABLE)OF THE SELECTED 4Am1grs Q3•LIN.O.C./(2)2s6Argle Qlps/Pg.3) 780lbs 760 Re 687103. 15M R6 18B61bs 6401DS tial 109 �IIIA 760106 748,03 em lcs 18021bs 662109 866 it. 1t20. MULLION.IT WILL YIELD A MINIMUM ANCHOR , '4AmhDm@0.55'Min.O.C,/UCIIp,mlo.toTium.(F'1g.4) II/A IUA IIIA IUA II/A IIM' IUA RIA IgA urn ILIA ILIA R1A IUA - 1267Ib6 CAPACITY WHICH MAY BE USED TO QUALIFY 17rcMrl FCOp(Fig.5Y IDs lbs 186104 225104 d451bs 022106 135106 140106 1771bs 370106 197103 33211. 4731t. D01bs 221[as 260 IDs ADDITIONAL ANCHOR OPTIONS FROMJHE 2 Anttors 01.16",din 0-CJ FCip(F796) 240 IDB 35D Ito IUA IUA IIIA Rin 100149 IIIA IUA IUA IUA IUA 34111)3 44211. 560 We ANCHOR CAPACITY TABLE... wcomp Cingw4hho _ ai complying wtlh dao Florida B gilingCoad rt 1.250" Aco�P�Ity No ` cog. _ FIGURE 1: FIGURE 2: TABLE NOTES: _ 01 go fly O • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION iaml ade Pcod mt Control ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 7` 7711 I 11177j1j/' 2 LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS ISALLOWABLE. �� 0 .••"•'••.I,�( ��i'" FIGURE 3: ) •'�LOENS4'•.(c'f' !„ 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.84' `z' ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 1r • • • • CLIP MUST _ )ri No.50705 _^ BE USED SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND iU.'� GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-80.WOOD SHALL t E�.; tjFIGURE 4: FIGURE6: FIGURE6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE S �� • 6083.75 AND BE A MINIMUM OF.100'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND 624' 'c /1 '••.F�OR10�`,.•',G.�v .045"THICK 18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL -L is15� • O e ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1 T 1I r I I 1 I I 171174 #10&012 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. 1.25-X 3.94"X.624' A.LYNN MILLER,P.E. MULLION.' FL P.E.#68705 TABLE12Aa" Mullion Capacity Table Ibslftz v Opening Wldlh(forllerBcaly-sperWng mlAlons)orOpening Height(rorhodzonteay-speMng mllllons) 501n 601. 701n 60 In 001n 100In 120 In 1401n I601n Reetanguler hep/1t1anD• Rectangular Twang. Recl.Wlar TraprIlug. Reclangul Trap'Tdang. Redang l., TroprTdona• Rednnplar Ttapth!all. Rectangular Tr.VM..g. Rnchmplm Tropr1rdang. R"Wgulor RapRrImo. �gd 2%4%.25 LoednO Lowing Laadne Lowing Loafing Lowing L-Inp Loadng _ Loafing Lowing Loafing Lowing Loaft Loadna Loadn9 Loafing LoadnD Lowing Alum.Tube F F P _ F $," &g. . .fig �' �' Mullion b 80 0 tf^ d 43^ t9^ t3 3^ B 3^ c3` 3 3 a y 1 & �y� a Pi �+ b. IB t�E b b. b 3 b. b.5 8 N ti 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 606 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 '170.0 621 170.0 1468 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 621 0 40 N 170.0 7011 170.0 624 170,0 850 170.0 584 170.0 002 170.0 630 170.0 1133 170.0 661 170.0 1276 170,0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 1883 170.0 680 170.0 2267 170.0 680 J W 50.626 In 170.0 1Q 170.0 563 170.0 895 170.0 831 170.0 1046 170.0 684 170.0 1185 170.0 723 170.0 1365 170.0 747 170.0 1494 1170.0 756 170.0 1793 170.0 766 170.0 2092 170.0 756, 170.0 2391 170.0 756 .6 U) 641n 170.0' 707 170.0 012 170.0 056 170.0 691 170.0 1116 170.0 764 170.0 1276 170.0 803 170,0 1434 170.0 837 170.0 1594 170.0 650 170.0 1913 170.0 eat 170.0 2231 170,0 861 170,0 2650 170.0 861 W 601n 170.0 885 t70.0 701 170.0 1063 170.0 791 170.0 1240 170.0 878 170,0 1417 170.0 944 170.0 1594 170.0 886 170.0 1771 .170.0 1033 170.0 2125 170,0 1063 170.0 2478 170.0 1083 160.8 2680 170.0 1063 j (n 63 in 170.0 930 170.0 745 170.0 1110 t70.0 850 170.0 1302 170.0 940 170.0 1489 170.0 1015 170.0 1673 170.0 1W8 170.0 1859 170.0 1122 170.0 2231 170.0 1189 168.7 2553 170.0 1171 145.8 2557 170.0 1171 F_ j 68 In 170.0 974 170.0 789 170.0 1169 170,0 903 170.0 1364 170.0 1002 170.0 1658 170.0 1086 170.0 1753 170.0 1165 170.0 1945 170.0 1210 170.0 2338 170.0 1275 WA 2437 170.0 1286 132.8 2437 170.0 1268 � d m 2 721n 170.0 1083 170.0 618 170,0 1276 170.0 1009 170.0 1488 170.0 1128 170.0 1700 170.0 1210 170.0 1913 170.0 1315 170.0 2125 170.0 1387 145.8 2184 170.0 1486 124.6 2111{ 170.0 1520 108.2 2184 170.0 1530 z Y�, J 761. 170.0 1122 170.0 937 170.0 1346 170.0 1080 170.0 1570 170.0 1209 170.0 1794 170.0 1322 165.1 1960 170.0 1421 148,6 1960 170.0 16M 123.8 1860 161.6 1548 108.1 1980 154.0 1535 92.9 1960 162.7 1531 D-❑ rs ieZ � 701n 170.0 1151 170.0 067 170.0 1381 170.0 1116 170.0 1611 170.0 1250 170.0 1842 170.0 1369 152.7 1861 170.0 1471 137.4 1801 163.1 IWO 114.5 1861 147.3 1473 98.2 1661 139.6 1459 65.9 1881 131.6 1454 Q J � 90 In 170.0 1325 170.0 1144 149.1 1398 158.0 1219 127.6 1399 136.0 1188 111.9 1398 121.3 1178 89A 1398 1102 1162 89.5 1396 101.6 1147 74.5 1398 69.5 1122 63.9 1390 82.7 1105 55.9 1398 78.8 1088 F j Q N •p zz 961. 147.4 1229 151.5 1099 122.9 1220 127.8 1079 105.3 1229 111.2 1081 92. 1228 98,9 1044 81.9 1229 89.6 1029 73.7 1220 82.4 1018 61.4 1229 72.2 993 62.7 1229 65.9 977 46.1 1228 02.1 867 Z¢ Z 108 In 103.5 871 105.9 877 88.7 971 89.0 062 74.0 871 77.2 849 84.7 071 68A 837 67.6 071 61.8 026 61.0 971 56.5 616W43.1971 48.0 788 37.0 971 44.0 782 32A 971 40.8 771 - � N95.4 910 07.3 8]2 70.5 BI9 81.9 019 68.) 919 70.9 800 59. 919 82.9 704 63.0 119 68.7 784 41.7 818 61.8 774 44.8 768 31.1 919 40.2 742 20.0 919 37.1 772 LjJX f201n 75.5 796 76.8 716 62.0 768 84,6 705 67.9 766 55,8 695 47.2 786 49,4 688 41.9 788 34.4 877 37.7 786 40.5 688 34.0 653 27.0 798 31.0 0{1 27.0 786 26.4 GSI _ d' (!) r/) 134 In 41.7 648 44.2 604 36.4 646 17.0 498 31.2 648 31.9 481 27.3 546 28.2 465 24.3 546 25.3 479 21.6 618 22.8 47d iB.5 189 15.8 616 17.2 455 1J.T 646 16.6 448 UQ .N Q 0 r� TABLE12B ANCHOR CAPACITY ADJUSTMENT FORMULA; 2. Z m0(n sO AnchorCe aclty Table(lbs) ANCHOR CAP.,,,,,,,;,,c EOf fOD- su11lrala 2.7K Concrete 3.6k Cala Ildlox qdU FOIed CMU 1'T WaoO hldd (OP_)X( )=ANCHOR CAP.,,, 9•--Irc� b O 111'8S Elco 5'10'Eko 114'SS Fdco 910 SIDd 01281MI 1112 61001 MULLION CAP.,,,,,,„, AnehorCllp Patterns Anchor iyye' y16'Elco uOrxon v4•Euounmcon 3+ts•EIco Ullrsal vb'EkoUllmco. AgreGolor Ultracon Aggm(Iator Scmiv(GS)Screw(G5) SUM(0 USE THIS FORMULA TO OBTAIN THE'ANCHOR Edgy C(Slanc09A) 1" 2-vr 1- 2-Lr 1' 12b'l 1' 2•vr 2• Mar r 0.48' 0.54• 0.324• CAPACITY REQUIRED-CORRESPONDING TO AN Embnlntn10n) 1314' 1-'4' 1-14' 15'4' i•1/4' 1-1r4' 1-114' 1.114' i-1/4' r 1-'8• 15'8• rales ACTUAL PRESSURE REQUIREMENT FOR THE 2Andnrs®a.7�Lan O.C.I SIa10ad Or0lbet Clip(Fig.1627 �3IDs 390111 4501Ds010111 z7olos asn5s lama 314 IDS 681111 ws 111 an IDs 442 111 560 n6 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors Q 2.68'MIM O.C./Slalldanl(a gaeQ Cllp(Flg.37 740 lbs 740 111 G3o IDs loos 111 wA IIIA 095111 urn 6001a tun m24Ds 065111 flea la CAPACITY(FROM THE TABLE)OF THE SELECTED 6Anchasa1.71't.IIn O.C.I Slandsm(oMMUC1ip(Fla.47 8651Ds 0501 7661D5 1846111 . IIIA IIIA mIDS IIIA IDA urA tozzl11 t3211us 16801a MULLION.IT WILL YIELDAMINIMUM ANCHOR 4 Anchoa®3'min.O.C./(2)2c5 ANIe COPS!Ing 57 78)IDs T la Geo IDs 1500111 5401Ds .IIIA 760111 7481Ds 800111 IB921a 6821Ds 885 fa 1120111 CAPACITY WHICH MAYBE USED TO QUALIFY 6Amhors®3•Len.o.C.I(1)215 Arg IeCOpsf(Flg.6) 1170MS 7170111 1020 ros 2340111 Bt Ds NTA 1140M 11221Ds ' 13201Ds 280�IDs 1022111 13270s 1600111 ADDITIONAL ANCHOR OPTIONS FROM THE 3Archors®1.34'MIn.O.C.IULBp,Into.125Num.(Fig.>) IIIA IUA IUA IUA IIIA IIIA NTA IUA IIN IUA IIrA IIIA IUA 1073 ANCHOR CAPACITY TABLEDID 6Amhom@0.64'I.1m.O.C.I U4:IIpIn1o.120'Num.(Fp.1} IIIA IUA NIA 11 IIIA IIIA IIIA IUA IIIA IUA IUA IIIA IUA 21 la PRODplying hh Ibv ss conlplying 11dIh IM4 Florida. 2 Mclnrs Q268'I.9n O.CT F4:0p Immy 370 IDS ,370111 316 Ws 743111 717.Re IIIA 280111 II/A 311111 IIIA 440111 I"A 3f11Ds 442111 560134 BUOdIOg Wdc 3Anchor%81.71'MIA.O.C.I F411p(M.10} 443 IDS 525111 3781os 973111 IIIA IIIA 353111 IIIA I 4l10IDs I NIA IUA IUA 6111Ds 664111 BIO Ia Aoe6pian0a NO 5..0 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. on Dato CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. . FIGURE 1: FIGURE 2: - FIGURE 3: FIGURE 4: - - 2.000" Iemi edc Product Control • • • • • • • TABLE NOTES:. 1�711fI1I))// • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR `\��\IQ. ,••,• .dee f�/ GENERAL INSTALLATION METHODS. �'�,••�,1GENSF •.,'P FIGURE b: FIGURE6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. .1�:, ••'��_ • • • • _ 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN '250'- _ 4.000' 140.58705 ' • _ • • • THE FIELD I LD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED.APPROXIMATE HOLELOC (Y SIATE O- W� FIGURE?: FIGURE 8: FIGURE 9: 'FIGURE 10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SNALL CONFORM TO ACI 307 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT �:('�� '.,FLOR701*.••• (�� . •• • (FIGURES 5&6).' (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(102'X 4'X.25'MULLION IrdN�L[E] IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.126'THICK AND A36.ALL DE STEEL, S.S.OR 410 S.S.,ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A.LYNtJIMILLER,P.E. THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY FL P.E.#58705 TABLE 138 d RI Mullion Ca ao Tablo IbBBl4 Opening Width(forseltically-sparclirlg mullions)or Opening Height(for horizortely-sparvirg mullion) 501n 6O In TO In 601n 80In 10010 1201n 1/010 1601. RnIongular TiapRdong, Raclongular Tmprildeng. Roclongular ToplTdong. Reclongdar Traprrdang. Raclengular V.pridang. Realergdor TrepTdeng. Realongular Ttepriilang. Rectonplu Tieps'rdenp. Raclengulor rap ..a. p? pb 226X.26 Loadnn Loading Loadng Loading Loading Loading Loaang Loadng - Loading Loadng Loading Loading Loading Loading Lading Loading Lo ng Loading o 4x Alum.Tubb Z• 2. A. 2c R p L- Z• L• D L 1: x 2^ L• t t 22 D Z• 2• A S Y' LL Mulilon o ,. t ;'.s., a a.. a a.. a 'a.. o a -a •rd.. a a .-. .. � a-. tu- /210 170.0 620 170.0 435 170.0 744 170.0 478 170.0 888 170.0 500 170.0 092 170.0 619 170.0 1110 170.0 621 170.D 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 621 170.0 1083 170.0 521 � W J W 461. 170.0 708 170.0 624 INA 650 170,0 684 170.0 092 170.0 030 170.0 1133 170.0 601 170.0 1275 -170.0 677 170,0 1417 170,0 600 170.0 1700 170.0 680 170.0 1083 170.0 080 170.0 2267 170.0 680 ? 7- 60.625]n 50.6251n 170.0 747 170.0 563 170.0 098 170.0 631 170.0 1040 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1703 170.0 766 170.0 2092 170,0 756 170.0 2391 170.0 750 5410 170.0 707 170.0 612 170.0 058 170.0 691 170.0 1110 110.0 764 170.0 1275 170.0 803 170.0 1434 170.0 817 170.0 1594 '170.0 656 170.0 1913 170.0 eat 170.0 2231 170.0 Bal 170.0 2550 170.0 861 m O1-- 60 601n 170.0 885 170,0 701 170,0 1063 170.0 797 170.0 1240 170.0 578 170.0 1417 170.0 944 110.0 1504 170.0 008 170,0 1771 ,170.0 1033 170.0 2125 170.0 1003 170.0 2479 170.0 1063 170,0 2833 170.0 1003 (M0 J 531n 170.0 930 170.0 745 170.0 1118 170.0 850 170.0 1302 170.0 040 170.0 1408 170.0 1015 170.0 1673 170.0 1078 170.0 1859 170.0 1122 170.0 2231 170.0 1189 170.0 2603 170.0 1171 170.0 2075 170.0 1171 2 - 6810 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 13M 170.0 1002 170.0 16M 170.0 1080 170.0 1753 170.0 1155 170.0 1010 170.0 1210 170.0 2778 170.0 1275 170.0 2727 170.0 1288 170.0 3117 170.0 1268 - Z c 7210 170.0 1083 170.0 87a 170.0 1275 170.0 1D09 170.0 1408 170.0 1120 170.0 1700 170,0 1228 170.0 1813 170.0 1315 170.0 2125 170.0 1387 170.0 2550 170.0 1488 170.0 2075 170.0 1520 170.0 3400 170.0 1530 (.).rte- $• s`Z W 70 In 170,0 1122 170.0 937 170.0 1340 170.0 1080 170.0 1510 170.0 1209 170.0 1794 170.0 1322 170,0 2019 170.0 1421 170.0 2243 170.0 1505 170.0 2692 170.0 1829 170.0 3140 170.0 1694 170.0 3589 170.0 1705 J IL o 54.• 7 7810 170.0 1151 170.0 967 170.0 1381 170.0 1110 170.0 1811 170.0 1250 170.0 1842 170.0 1369 170.0 2072 170.0 1474 170.0 2302 170.0 1584 170.0 2703 170.0 1700 170.0 3223 170.0 1777 170,0 3087 170.0 1796 Q AO In 170.0 1328 170.0 1114 170.0 1694 170.0 1328 170.0 1659 170.0 1486 170.0 2125 170.0 1653 170.0 2791 170,0 1707 170.0. 2858 170.0 1818 170.0 3160 170.0 2125 150.0 3413 170.0 2277 136.5 3413 170.0 2381 Z r 901, 170.0 1417 170.0 1232 170.0 1700 170.0 1434 170.0 1083 170.0 1022 170.0 2207 170,0 1794 170.0 2550 170.0 1952 170.0 2833 170.0 2095 100.0 3199 170.0 2338 1]7.1 3189 168.0 2470 120.0 3109 156.1 2428 1.- dZ co O _ O yr 108in 170.0 1594 170.0 1409 170,0 1913 170.0 1047 170.0 2231 170.0 1870 170.0 2550 170.0 2076 184.6 2181 170.0 2271 148.3 2761 161.9 2337 123,0 2781 140.4 2281 105.0 2781 125,9 2234 92.7 2781 116.0 2100 N N N III In 170.0 1038 171 1454 170.0 1988 170.0 1700 170.0 2293 170.0 1832 170.0 2021 170.0 2140 151.5 2032 162.3 2245 130.0 2632 148.4 2216 113,8 2032 128.4 2100 97.0 2632 115.1 2120. 85.4 2032 108.3 20DO X /y a� O INIn 170.0 1771. 170.0 1508 170.0 2125 170.0 1859 154.4 2252 159.9 1091 135.1 2252 141.4 1884 120.1 ?252 127.2 1936 108.1 2252 110.1 1015 90.1 2252 99.8 IB72 772 2252 88.9 1838 87.0 2252 61.4 1968 U X Q 141 In 125.1 1584 128.6 N45 104.3 1584 106.1 1425 80.4 1681 91.5 1407 78,2 1501 80.7 1390 68.5 1584. 72,3 1377 82.6 1684 65.7 1358 52.1 1564 56.0 1730 44.7 1564 49.2 1305 39.1 1564 44.4 128] Q ;N Z 0.0 d eosO TABLE 13B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Capacltv Table Ibe ANCHORCAP.,,,",,,u __ S.Wrele: 2.7kConareto 3.5k Cone. WIMCAW FOIcdCAIU PT Wood Metal (DP,,,)X( ANCH0RCAP,,,, 5116'Elco 114-88 Eke 5116•Eloo 1l4'SS Eko 010 81eel 512 SIoel 812 Steel `MULLION CAP. ,,,,� Anctwr Types 3110'Elco Ultmcon IA*Eloo Ultrecan YIO'Elea Uluecon 114'Eko Uluacm Anchor Clip Patterns Ultrecon Ag9roaato Ultmcon A9gmGalor Sww(G5)Su-(G5) Sum(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR Ea p gcmnca On>: 1• 244 1' 2-1a• 3-116• 1' 2.1r2* 11 2-112• 2• 3-118• 2• 0.46' 0.54 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN EmbMmml gn. 1.'U4' 1-Y4• 1.314' 1-314• S 1-114' 144 1-114- 1.1/4' 1.114' 1-114• 2• I-W 1318• cedes ACTUAL PRESSURE REQUIREMENT FOR THE. 2Anchom Q 4.16•Min.O.C.161ondord atMsol Clip(Fq.1820 390 in 3901be, 450lbs 690lbs 1644 lbs 270Ibs 280 lbs 354 lbs 740 lbs 374 lbs 6841bs 946W 3111bs 442 lbs 560 1b. OPENING,WHEN IT IS LOWER THAN THE MULLION - 4 Anchors®4.60'Min.O.C.I StendeN I.Oftel)Clip(Fig.3): 79016. 78016, 900 11a V601bs 323216, 540 lbs 560 lbs 70816. 1480 lb, 740 lbs 1272 ros 189216, 662 lbs 08516,, 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 6 Andira 1.71'Mi..O.C.1 BIaWwd(orO0se0 CDp(F19.47 11501ba. 14DO lb. 1010 lbs 250516, WA WA 940 11a WA INSIbs WA WA WA 1383 lb. 17701b, 2240W MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anchom 403'Mi..O.C.1(2)2x5 Angle Clips I(Fig.5): 7801bs 780 lb 680 Ib. 15601bs 18901bs 54016s 5501b, WA 70010, 748 Lb! 880 lbs 1892 lb, 6821b, 0851bs 1120 ft CAPACITY WHICH MAY BE USED TO QUALIFY 6Anchus4 rMin.O.C.1(2)2x6Angle ClipsI(Fig.0): 1560@a 1660lbs 1700lbs 31201bs 3702lbs 1080lbs 1120 lb, WA 1520lb. 1490Ibs 1760Iba 37841bs 1363105 »rDlbs 2240 11s ADDITIONAL ANCHOR OPTIONS FROM THE 12 Amhom @ 1.5'kiln.0.0.1(2)2x5 Anglo gips I(Fig.7): 160016, 21001bs 1440lbs 3780Ibs WA WA 1320 la. NIA 150016, WA WA WA 2045 lbs 2054 ros 33601bs ANCHOR CAPACITY TABLE. RODUCf RBVIS® 4 Anch-Q 1.34'W.O.a I U alp.Inlo.125•Alum. WA WA WA WA WA WA WA WA WA WA WA NIA 1410 ros complying whh lbs Plodda 6Anehom®0.84'h1N.0.0.1 U471p,k10.125'Alum.(Fq.B): WA WA WA WA WA WA WA WA WA WA WA NIA WA NIA 2601@, I^2.000•-^I uIdiog Qlda��0 2 Anchwe 424.WMIn.O.0/F-COp(Fig.10): 390 lb. 390ros 4501bs 89016, 16161bs 270 lba 28010, 3541. 7401Ds 37416, B361bs 9461bs 3411bs 44216, 56016, Aaxptanw No 4 Atwhos 01.71'MIn.0.0J F-CUP(Fq.1fy 590 lbs 700IDs 605@5 120816, WA WA 4701ba WA 573 ros WA .WA WA 1 68216, 885lbs 1120 lb. .260Dalo. �Q ' NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. lyti TABLE NOTES: - 1liamt Dade Produel Conlrol FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9.,FIGURE 10: FIGURE 11: 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON UU 411 l l I 1111 j • • • • • • • • • LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. \�� N( •1/(( �� • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDlOR OPENING WIDTHS IS ALLOWABLE. F��.• ��t'" C • • • •• • 6.000" c: -•.-i<' 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS _";ti: No.58705 • • • • • • • • 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON _ FIGURE 5: - FIGURE 0: FIGURE: - SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.' -- = a . - ANGLE • • ENE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOWAND GROUT-FILLEDATE O(FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL BE PRESSURE-TREATED• • • • 5-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55.•ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125'MUST BE-• USED N THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO _ 11,'S�UN PAIRS. BEAT LEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2•X e'X.25' A.LYNN UILLER,P.E. THREADS BEYOND THE MATERIAL.#10 8 012 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. MULLION _ FL P.E.#68705 a TABLE14A �• Mullion Capacfty Table Ibsfie) Opening Width(forlsrticalyspelvling muillons)or Opening Haight(for llodz'ntaiy-sponning mUllons) W in 601n 701n 801n 90 In 10dIn 1201n 1401n- 1601n M1e k p Ralanguler TYapfTdare. Reclen9utar Tmpfidang. R.Wgular R.pfrde a. RdclorpNar Tm"arg. Reolanguiar TrapRtlarg. Rectangular 'Traprtdare. Recmreular TreplTdarg. ReclengWar TrapTdare. Reclongular Trep/Tdeng. 1.28"x 2.11" Leading Loading Loafing Loading loading LoaQre L-T-9 Loadag Loading Lo3dlrg Loading LoacHng Loading Loading Loadlna Loadlna Loadlre LoaQre x.126"Alum g Rs 0^ $ d ^ , g �� $ '� �ID N In •� Tube Mull ge s ygg� + i £ d8 aI 8 E zc € d d d z d a d o 921n 194.2 528 187.0 428N21.,'2 528 14&9 410 103.0 526 138.9 414 90.1 628 134.8 411 60.1 528 134.1 411 721 526 1134.1 411 90.1 526 134.1 411 51.5 628 139.1 411 45.1 626 134.1 411 J 40 In 96.6 4D3 108.0 339403 94,7 325 69.0 403 88.4 320 60.4 403 81.4 317 53.7 403 79.1 316 4&3 403 7&6 314 40.3 4D3 78.8 314 34.5 403 78.8 314 30.2 403 78.8 314 J W 50.6251n 823 382 91.0 301 382. 70.3 294 68.8 382 71.9 289 61.6 .382 07.2 280 4&7 382 %8 2a4 41.2 362 1838 283 34,3 307 63.6 283 29.4 362 63.6 283 26.7 362 63.5 283 W O co bt In 87.6 310 74.1 267318 ,64.2 201. 48.6 316 57.7 256 424 318 63.5 T57 37.7 318 60.B 250 33.9 316 40.5 249 28.3 318 49.1 248 24.2 318 49.1 248 21.2 319 49.1 -240 lb C3 ) M 601n 49.5 258 63.1 219258 45.7 214 3&3 258 40.7 210 30.0 260 37.2 207 27.6 258 34.9 204 24.7 250 :33.4 203 20.6 258 32.2 201 17.7 258 322 201 15.5 256 322 201 =3 (763 In 42.7 234 4&8 200234 30.1 185 30.6 234 34,7 192 28.7 238 31.8 109 237 234 29,4 166 21,4 234 28,0 1&1 17.6 234 2&6 183 15.3 234 20.5 103 13.4 234 26.5 183 d60In 37.2 213 39.4 183 213 33.7 170 26.6 213 29.8 176 23.2 213 27.D 173 2&B 213 25.1 170 13.0 213 237 169 15.5 213 22.2 107 13.3 213 220 100 11.6 213 22.0 160 U)d • 721n 28.8 178 30.1 165 23.9 179 25.6 152 20.4 179 22.6 149 17.9 170 20.3 147 1&1 179 16.7 145 � 1 g � �W 781n 2A.3 181 26.4 .148 20.3 181 '21.8 137 17.4 101 9D.0 135 1&2 181 17.0 133 F7HJ 2c'I� �Z _FF 7B In 226 162 23.6 133 18.8 152 19.9 131 1&1 152 17.6 128 Q -T F c Q' N Q TABLE 14B ANCHOR CAPACITY ADJUSTMENT FORMULA: +- AnchorCepeclly Table Obs - F- ANCHORCAP.,,,,,,,,,, smsualc 271 cmcmte 3.R ccrc. flo0axcl.m Flneacr3u PTN'oo0 Lld (DP-)X( )=ANCHOR CAP. , fA o B MULLION CAP.,,.,,,,, .rye. 6116•Eko 118'SS EKo 611G'Elco V4'SS Ek 91051etl 012 SIMI 012 (V AncltorCllp Panama Archy 3116•Eko ullydOm 1!4•Eko Ullman 3l16'EkoUOmcon t!4•Eko Ullracm W unman A92! x! Ullracm Ag9•cGator screw(GS)screw(G5) screUSE THIS FORMULA T008TAIN THEANCHOR X `1Edgo Distame On) 1• 2.12' a•1re• • • ' 2• 3118• r 0.48' 0.54• 0.' CAPACITY REQUIRED'CORRESPONDING TO AN � (0 (A cqEmbednml 0n) taro• 1x74• tab• fab• r 1•vb• taro• talo• f-v9• lyra• 1•vb• r 1-3'e' 1a6' saACTUAL PRESSURE REQUIREMENT FOR THE UC4 143OPENING,WHEN IT IS LOWER THAN THE MULLION Q CAPACITY(FROM THE TABLE)OF THE SELECTED R Z s.U) U) MULLION.IT WILL YIELD A MINIMUM ANCHOR m 00 40w ' CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. +cumplyblg wilh'Ihe Iliorida SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. Ouilding 0odc• //}} atipianco No lJ .I 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. - Ir EypUO tOOto FIGURE 1: I ' 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.. - zc 0 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.116• Praducl Control . FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ; - _ 14ium-IDad ANGLE CLIP.MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED r r CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-00.WOOD SHALL BE PRESSURE-TREATED L ��\��\O'•�10ENS //��F`/�: YELLOW SOUTHERN PINE WITH AN 50 OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.126'' T P F .•'• % THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1.26'X 2.11•X.125'MULLION No.58705 '}� LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND - (INTEGRAL FIN MULLION) _ , THE MATERIAL.#10&012 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. y AN TE F A.LYNN MILLER,V.E. - - FL P.E.#58705 TABLE15A A Mullion OR acfty Tablo(lbeft?) 9R F •Opening Width(fonOrOcaly-sparring;mutons)or OponlnO Height(for horizorltafy-sparving millions) g�'x to 501n so In - 70 in 801n 901n - 1001n - 120 In 14 In 1601n $a o d Rectangular 7tapffr!". Rectangular TrapfTdang. Rectangular Treprfilmv. Rectangular Tm(JTdenO• Rmtanguta TrapTdang. Reelenpular TrelJTdang. Reelan9ular TrepRdJR111141ph Rectangular 7rLoadang. Reooclingar TrLoadra c o w 3.26"30 Loading L-1-9 Loadng Loading Loading Leadng Loadn9 Loafing Loading Loadeg Loedn9 Loading Loading LoadLaadng loading_ Loedng gi Pe O DEO.AL F F F F F F F F F F F BAYMULL $�xE O N 42 In 170.0 620 170.0 435 170.0 744 170.0 478 170.0 BW 170.0 600 170.0 992 170.0 518 170.0 1116 170.1) 621 170.0 IND 170.0 621 170.0 148(1 170.0 521 110.0 1735 170.0 621' 149.1 1740 170.0 521 J W 451n 170.0 708 170.0 524 170.0 850 170.0 654 170.0 992 170.0 630 170.0 1113 170.0 681 170.0 1276 170.0 677 170.0 1417 170.0 600 152.2 1522 170.0 GBg 130.5 1522 170.0 680 114.2 1522 170.0 660 o U) 50.8261n 170.0 747 770.0 583 170.0 890 170.0 631 170.0 1048 170.0 684 170.0 1105 170.0 723 170.0 1145 174.0 747 164.2 1443 170.0 768 138.9 1443 170,0 756 117.3 1443 170.0 766 102.6 1441 170.0 756 W o o 0 ca 64 In 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 764 170.0 1275 170.0 601 160.4 1353 17ol) 837 144.3 1351 170.0 856 120.3 1353 170.0 661 103.1 1353 170.0 861 902 1353 170.0 661 C0 U) 60 in 170.0 055 170.0 701 170.0 1003 170.0 791 187.0 1216 170.0 078 140.1 1218 170.0 944 128.9 1218 159.6 038 116.9 1218 152.1 924 97.4 1218 148.1 913 03.5 1218 146.1 913 73.1 1218 140.1 813 1'- J _ � J 031n 170.0 930 170.0 745 170.0 1116 170.0 660 160.2 1160 168.6 033 131.4 1150 163.0 914 116.5 1150 141.9 896 105.1 1160 134.2 SB5 87.6 1160 128.7 871 76,1 1160 120.2 870 85.7 1160 120.2 070 7 d o �• cG 60 In 170.0 874 t70.o 709 152,4 1048 165.8 881 130.6 1048 146.8 664 114.3 1048 131.1 650 101.6 1048 123A 639 91.4 1648 116.0 830 76.2 1048 MAI 821 65.3 1048 108.2 We 57.1 1046 108.2 610 Z U) e 721p 140,0 BBO 147.9 764 117A 880 126.0 748 100.8 880 110.8 714jW7 . 100.0 722 78.2 880 02.0 712 70.4 880 80.2 703 58.7 egg 79.2 693 60.3 "0 70.6 880 44.0 680 78A 888 -1 W .=o: &Z 761n 119.7 790 125.1 690 99.6 790 108.4 BIB 85.5 790 83.5 1587 83.9 852 68.5 Igo 76.9 613 59.9 780 71.7 635 40.9 780 65.1 824 42.8 790 82.1 e19 37.4 790 81.5 617 Q r _ 2 To in 110.6 750 116.6 657 92.3 760 08.1 044 79.1 760 85.9 6320 77.1 621 61.5 760 70.6 612 55.4 750 65.7 805 10.2 750 69.4 1194 19.8 760 56.2 68B 34.0 750 65.5 680 z Q Q m O 901n 72.1 683 74.4 500 60.1 603 62.9 491 61.5 603 64,6 4831 46.9 475 40.1 603 M.4 465 38.1 563 40.9 402 30.0 663 36.2 432 25.8 603 31.3 M5 22.6 663 31.8 442 H lU•_Z W 981n 69.4 495 61.1 443 49.5 495 61.5 435 42.4 405 44.6 4275 39.9 421 33.0 495 36.1 415 29.7 495 33.2 409 24.6 495 29.1 400 21.2 495 20,6 394 16.6 495 26.0 390 7n �H oO oO Fn login 41.7 391 42.6 353 34.0 391 35.9 345 20.8 391 31.1 3421 27.0 337 23.2 391 24.9 333 20.9 391 22.0 328 17.4 391 10.7 321 14.0 391 17.8 316 Min 38A 370 39.2 335 32.0 370 33.0 330 27.5 370 28.6 3250 25.3 320 21A 370 22.6 31B 18.2 370 20.9 312 Wo 370 10.1 305 � �� 6q U) 1201n 10.4 317 30.9 289 25.J 317 28.0 281 21.7 117 22.6 2807 t9.9 276 78.9 317 17.9 273 U G 1441n 17.6 220 17.6 Zo3 g M Z m Q mO TABLE15B ANCHOR CAPACITY ADJUSTMENTFORMULA: m �� 0 Anchor Ce act Table lbs ANCHORCAP.,w,,,,, F- o7 rc Subolnna; 2.7k Concrete 3.5k Caw. I4a9ow CMU FXicd CAIU PTWwd Metal (DP,,)X( )=ANCHOR CAP.,,, 6110'Elea 1144 GS Elco 5118'Elco 1/4'SS Elco 610 Sleel 912 Steel 0128Ieet ,MULLION CAP.,, „W Anchor Clip Patterns Anchor Type: 1116 EkoUlVecon 114•EkoUlVaeon Ullneen 3116'EkeUlVacon 1141 Eke Aogm0alor Ulboeon Aggrea.lor Sewn(GS)8orew(GS) Serew(051 USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge 0(slam.0n): r 2-IIr r 2-1w 3.119' 17 2-la' 1• z•Irz' 2' 3.1/8' 2' - 0.48• 0.54- 8.324• CAPACITY REQUIRED"CORRESPONDING TO AN Embedment n): 1-314' 1.114' 1-3l4• 1-34' 2' V510lbs 1-U4' 7-114' /4!4' 1-114' t-114' 2' 1310' 1318' %odes ACTUAL PRESSURE REQUIREMENT FOR THE 2 AncMe®5'Mirt O.C./(2)2r5Anpk CJlp3!(FIe.1): 390 w3 39DIbs 45DIW ego lDs 170010328010.5 354IDs 740103 37411,3 720104 946 lbs 31111,3 442163 6801bs OPENING,WHEN IT IS LOWER THAN THE MULLION ¢ 4 Amhara®3.5'Min O.C.!(2)2X5 Angle CBps/(Flom 2): 780 lbs 780 Ns 790103 1670Ibs 2625 iWSocias WA 11201ha 7401bsWoIbs189211.3 6B2 lbs 885lbs1720103 CAPACITY(FROM THE TABLE)OF THE SELECTED 0 An Ims g 2.71'MIS O.C.1(2)2x5 Arab Gips/(F1,.3). 112011,3 1120103 ase les 2248103 226410.5840 lbs WA fos9les wn 1320155 NIA 102210.s 1327 lbs 1680 lea MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE 'RODUCT RUV1SUD ANCHOR CAPACITY TABLE. Uwulplying54iththe Flo da FIGURE 1: luilding Ood4 TABLE NOTES: ocdptwuv No .apimt�m}Am0 JA- ,,;_I . 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Nloml ada Product Cohwl 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDlOR OPENING WIDTHS•IS ALLOWABLE. \71 I I I I f FIGURE 2: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. '125 �` pNy,LYNp/2g 1, HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 30• Q��•' }CENSE'•`(F�%% FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. . 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED - 3.250" No.58%OS FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" - - THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND-045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 30"BAY - ' a' �S ;•141 LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION U�'•, SA 7'I. '• [J a THE MATERIAL.1110 8 812 ANCHORS INTO WOOD MAYBE STEEL,18-0 S.S.OR 410 S.S. C`�i•'•�[ORIDf`..'�\C�: ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. li s!UIV/1l. a A.LYNNIMILL�R,P.E. . FL P.E.H 68705 TABLE16A q) m�a it Mullion Capacity Table(lbs/egames OpaningWidih{fdrwnicaly-spatr)ngmilions)orOpening Holght{tor MTizontalyspamit>,gmLLtions) �X 5 501n 601n 701n 60 in 001n 1DOIn 1201n UO In 1601n 3�w•� o ReciangoNr Tr.Wdang. Rectoroft I Roprfr)eng. Rutangulm Traw Titong, RecNnOBot Tmplrriang, Ra I"twagar TtepTdanO. Rectangd"' Tr e(JManO- RcotonguLr Tn`I-ang, Rectan94or TrapTziang. Rec.Ular Tiaptrdmg. 6x 8.26"46 Loodng Losdng Loafing �Loafing Loadug Lowing Lnadng Loafing Loadg Laedng Loafing Loafing Loafing Loadn9 Loadntl Loafing Loacgng Loafing DEG"AL r r' ID r rr BAY MULL vt. .., .W a,� 11 Tm, r ,. a,. a.. .. •3 'i '. .. 0.' ft 1s s a� n. a. 111 �On I 1 11 u � �. H i u gal 20 li � � s I i 421n 170.0 820 170.0 435 170.0 744 170.0 478 170.0 680 170.0 608 170.0 982 170.0 618 110.0 1116 1708 $21 170.0 1240170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 621 180,3 1871 170.0 521 W 401n 170.0 708 170,0 524 170.0 059 170.0 564 110.0 092 170.0 630 170-p 1133 1700 6o1170.0 1275 170.0 077 170.0 1417 170.0 680 183.7 1637 170.0 680 140.3 1637 t7O.O 800 122.8 ION. 170.0 680 j X 50.825 in 110.0 741 170.0 563 170.0 886 1700 131 1708 1046 170.8 684 170,0 IM 170.0 723 170.0 1345 170.0 747 170.0 1494 770.0 758 147.1 1652 170.0 750 120.1 1552 1700 756 110.4 1552 1700 758 $_ W 641. 170.0 TW 170,0 BI2 170.0 050 170.0 691 170-0 1116 170.0 754 170.0 1275 170.p g0Y 170.0 fb31 170.0 &Y7 155.2 1455 170.0 650 1203 1455 170A 801 1108 1455 170.0 801 07.0 1455 170.0 601 00 C, O 001n 170.0 055 170.0 701 170.0 1003 170.0 707 170.0 1240 170.0 878 157.1 130D 170.0 044 130.7 1309 170.0 098 125.7 1308 163.6 994 104.8 1700 157.1 082 89.6 1300 1bT.i 082 78.0 iJOB 157.1 862 (0 ~ J 83 N 170.0 930 178.0 745 170.4 1116 ST0,0 $50 t62.9 11247 170.0 940 142,6 1247 184.5 983 128.7 1247 152.0 955 114.0 1247 144.3 852 95.0 1247 1302 930 87,4 1247 135.7 035 71.3 1247 135,7 935 2 W 401n 170.0 971 170.0 769 170.0 1109 170.0 OOY .146.4 1190 163.7 965 129.8 1190 147,0 945 115.4 1190 138.5 828 103.9 1100 128.4 914 80.6 1190 119.6 880 74.2 1 1180 1t8.1 893 04.0 1100 118.1 693 Z_ 0 72N 161.0 1010 188.8 077 131.7 1010 144.6 860 1158 1010 127.2 .842 101.0 1010 114.7 028 80.8 1010 105.0 617 80.0 1010 98.9 BD7 OT.3 1010 00.6 705 b7.7 1010 07.8 780 50.5 1010 67.7 788 J'# s 70 In 137.4 800 f{AB 792K5W 775 98.1 998 107.! 761 85.9 948 98,2 748 78.3. 906 80.2 735 88.7 998 82.3 728 57.3 908 74:7 716 49.1 908 77,2 lf4 d2.0 99O 748 708 Q � 78N 127.1 861 132.5 754 738 00.8 881 95.6 725 79A 881 '86,5 713 704 801 81.0 703 q41.4 081 75-4 694 53.0 881 68.1 681 45.4 601 04.5 075 39.7 881 W.7 772 F 90N 02.7 8118 85.4 57; 581 68.1 845 82.0 55; 51.7 8{0 50,1 545 40,0 646 600 637 646 47.0 630 34.5 648 41.6 510 29.5 045 36,2 Sit 25.0 640 38.5 507 ¢ ZN 86.2 668 70.) 508 499 {8.7 -5681-51.4 491 42.8 688 45.8 483 37.8 686 41.4 476 386 38.1 470 28.8 586 33-4 450 24.3 608 306 462 21.3 588 207 447 pfilb 47.9 M9 48.9 405 30,8 440 412 390 34.2 449 35.7 393 29.8 448 31.7 381 10.0 449 28.0 362 230 440 26.1 377 20.0 440 22.7 368 17,1 449 208 Ml 15,0 440 10.9 350 tq �• 41.1 125 45,0 ,385 36.6 d25 37.0 J7B 31,5 425 32,8 373 27.0 426 20,1 307 24.5 425 20.2 362 22.1 4I5 24.0 .353 58.4 425 20.7 350 16,8 425 18.8 343 2' w Y 34.9 384 35.5 331 20,t 384 28.8 328 24,8 364 25.8 321 27,8 384 22,8 317 19.4 364 20.5 313 17.5 384 18.7 309 20.2 253 20.4 233 160 253 17,1 230 U p Q 0 0 TABLE 168 a Z® u) Ang11or0a aci Table tbs - ANCHOR CAPACITY ADJUSTMENT FORMULA: m� Sub4lrele: 2.7k Concrete 3.5k sono. NAM G4U ANCHOR CAP.*,_,"" Filled cn4u yr woos Ne1al i0�,)X ANCHOR CAP. , AnafrcvTypo: 3n8'Eko ili6econ itd•Eko UlBsacn SriS'Eko 3+16'Eko Ultracon ir4"Eko Me- 1T4'SS Eko Yi8•Etco 1f4'SS Ek. 910SIod #t2stsel #12 steet MULLION CAP.,,",,,,,, AnchorCllppatteme UiirocvnAOgrccotor Uumcon Ap�raOator 8crew(051 Sarrw(G5) Screw(0) USE THIS FORMULA TOOBTAIN THE"ANCHOR Edo.Dislenao(N7 1' 2-t2' 1' 2-IW 3-116• •1• 2-frT I 2-172• 2• 3.18• 1 2• a-46• 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Emoeamont 6ny: taro' i•3r4• /•ala• i•3r4• r t•tt4• i-041 �WA Ira• 1-va' t-fro• MW 2• Iair tate• {Ogas ACTUAL PRESSURE REQUIREMENT FOR THE 2Andpra®5.811^.O.C./(2)9i5Argle pips 1(E1),1): 3901 390 lbs 4501bs $90Ibs 17001bs 2101bs 260Ibs 4 Ibs 7401bs 3T41bs 720Ibs, 046lbs 341 Ins 4421bs 560 Ibs OPENING,WHEN IT IS LOWER THAN THE MULL ION 4 Amhotsg3,869rt O.C.r(2)2x5ArgN Qiptt(pti•Tj: 78II IDs 760 ros 790 It" aero lbs 2525 Ins 540 @s 560 ros 1120 ti# 748 ibs 8801bs se921bs saz t5s 865 tLe 1t20Ibs CAPACITY(FROM THE TABLE)OF THE SELECTED 6 Anchors A 233 INgn.O.C.I(2)S6 Angle Clips I ft m 11201bs 11201bs 958Ibs 724816s 22541ba WA 0401bs WA 10591bs WA /7201bs WA t0221bs 1327 ros Tmc Ibs MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE FIGURE t: - ANCHOR CAPACITY TABLE, compiyln6"id,the Flottde TABLE NOTES: flutl4luAC.cdg Ac"plmcc Alo� ~ / '✓ V iu Ugto 1G<••'.tf� • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. - gm) oda product('gatrot FIGURE 2: .2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 18 ALLOWABLE. r 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. \�� t�V ;;•• •4gf�t'//Z • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23, .125" 46°--•...` a •GC •• r FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Q.. \GENS 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250" - rY!• No.50705 '•.it'�- FiGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-00,WOOD SHALL BE PRESSURE-TREATED _ • ♦ • • YELLOW SOUTHERN PINE,WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083.75 AND BE A MINIMUM OF.125" THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.046THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT -•'O •��s t LEAST.125'7HICKAND 836.ALL ANCHORS INTO METAL SHALL EX7ENDAT LF145T 3 SCREW THREADS BEYOND 4G BAY A TE OF 41/T: THE MATERIAL.,#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULUON ANGLE CLIP(FIGURES 1-3)MUST BE USED iN PAIRS. - Np L 4�� A.LYIfI�MILLER,P.E. FL P.E.#58705 1-1.250-1 zn•.v I-1.000".-I '+ N --� 1.000' r-- -^I 1.000' r P +FFq Ir F--,.266'-^I x�t w.tif o -•••� 1.000' 1.600' I-- I -.125" .125' 2.750' 2.750' .125 3.125" 3.188` L' --.125' --.125' .125' N 2.000" 2.000' 2.116" .285" I L L .125", ZN125' .376" .376. .650" 6070' 900' T O - I J w 1'X2`X.12�MULLION 1'X 2`X.375'MULLION 1'X 2.75'X.375'MULLION 1'X2.75'X.660'MULLION, 1'X3.125'X.5'MULLION 1.25'X3.168'X.265'MULLION 1.26'X2.11'X.126'MULLION S �A U 6063-Ts ALUM. 6063-TB ALUM. 6063-TB ALUM. 6083-T6 ALUM. 6063-TB ALUM. 6083-TO ALUM. 6063.76 ALUM. O X-SECTION X-SECTION X-SECTION X-SECTION XSECTION XSECTION XSECTION m U O F- Z c) U I- O (0 J -_'I I--.126' � � CO � TABLE A � W o m z TI Z 'I STAN-T6 ALUM. _ - I I 2X5ANGLECLIP Dimension Value(In) For Mullion: Z 8083•TO ALUM. 6083-TB ALUM. O 2.000' 2.12G" X-SECTION J 0.o u rcZ XS6CTION 2.000' A 1.825 - U-CLIP 1'X2"X.125' Q J 2z I I 6083.76 ALUM. ' I .125" 8 2.654 Z U .125" X-SECTION L Aluminum Z A rn o C 0.895 Tube Mullion Q ZL Z 00 D 0.740 rj Qo @y o .125' I.740"F- A 1.125 1"X2"X.376' Ul O Y Y -I B 2.404 Aluminum It v7 to 5.500' - C 0.635 Tube Mullion j O Q r_CREAM F-TO 375' .375'MIN. ate. W .N 14; 3.125'-�{ .375' CREATE F-CLIP,SEE MIN. -50 D 0.480 Q„� Z O O MIN. DETAIL F.SHEET4 g m _ .338"MIN. A 1.875 �_o m €ir a: r-------� r------- I B 3.000 1'X2.75°'X o� VDASHED ---------------- I I I I I A A I U-CLIP A ------1 7- _____J L-------J 6063.76 ALUM. ----'-_j 2X5ANGLE CLIP C 0.767 .375 Aluminum TOPVIEW 6063-T6 ALUM. D 1.118 Tube Mullion L_ TOPVIEW - STANDARD CLIP - F ANCHOR HOLE MUST LIE WITHIN THE E .450 Min. 6083-T6 ALUM. OLINDARY.SEESHEETS5.17 FOR THE A 1.312 1'X2.76"X /..T..TrR OF ANCHOR HOLE MUST LIE TOPVIEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCFIOR IN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER+.1716. B 3.000 .850" SHEETS 5.17 FOR THE ANCHOR O.C. - WITHIN THE DASHED C 0.476 Aluminum DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE - Tube Mullion - DIAMETER:ANCHOR DIAMETER+1/16'. SHEETS S-17 FORTHE D 0.836 ANCHOR O.C. TABLE RODUSTRUVISBD DISTANCE.MAXIMUM PGT Part# A 2.000 1"X3.125'X •-+coroalyluit whll the Florida 6.500' .375' ANCHOR HOLE MUII Dimension(sheet#) B 2.637 u8dL6Code DIAMETER:ANCHOR Mullion Std.Clip Offset Clip U"Cllp Angle Clip C 0.863 . •500'Alum w,cpiu„ No .375' MIN. DIAMETER 1/16'. Tube Mull «Pi I otc MIN.' 1"X2"X.126'(5) 66605 666113M 66611118M 666243M 666511M D 1.137 ____ _______I____________� - 1"X2"X.375"(6) - 666006 666114M 6661119M 666244M 666512M A 2.625- "Hwal cdeProdu0ConUoI -- 1.25"X 3.188' j i 1"X2.75"X.375"p) 86607 666115M 6881120M 666245M 666513M B 3.262 X.265'Alum I 1 t 1"X2.75"X.650"(8) 86808 666116M 6661121M 666246M 666514M C 0.062 Tube Mull �\' y LYNN 49 �i 1 1 B D 1.762 �� N O ........., I ------ 1"X3.125"X.500" 9 66637M 6661116M 6661114M 666242M 666516M '��,,• F I i i I (.) 1.26"X2.11"X �a. �,ICENSF '•.• ; IL i 1.25"X3.188"X.265"(12) 66641M 6661117M 6661113M U6241M 666516M A 1.813 X ' No.58705 ' t 1.26"X2.11"X.126'(18) 69370 WA NIA WA 666517M Tube Mull _ r _ C OFFSET CLIP NOTES: ''CI •• r 6063.78 ALUM. .126' STATE �•//� I TOPVIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. - ,t�'•., FP,•'•G�� .740-1-4-^I .,,CORIO, 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS&ANCHOR O.C.DISTANCE. ��S`S�/Q(�AL A.LYNN MIUbEg,P.E, 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FL P.E.#58705 1.000• 1.000• 1.062'-I� .740' ® N �x .063' .385" {-{F- ...2-- .,B .125" �$•� a. ' .4382• - � � 4.000" .125'STANDARD CLIP 2.125' oz o 4.000" - 4.000' 2625" 2.000' 6063.1'6 ALUM. I 2.000' 2XGANGLECLIP .125" XSECTION U-CLIP 8063.76 ALUM. LL I 6.8 C.ALUM. X•SECTION .125' N .125" X•SECTION DO .126' .125 [n 8 C> ryj .0311 _ 7- Z y rc .125'J O ~ CENTER OF ANCHOR HOLE MUST LIE WITHIN THE j W '12� .155'� DASHED BOUNDARY.SEE SHEETS 5-20 FOR THE 2 .375' .375" ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR m & 0 �f �f HOLE DIAMETER:ANCHOR DIAMETER+1116'. LU U) C) OF 1'X 4'X.125' I 1'X 4'X.375° 11'X 4'X.316' 5.500' 5.000" Z co (A MULLION MULLION 'T'-MULLION, CUTHERETO 375 F- '0 (0 J 8063.78 ALUM. 6063-TB ALUM. 6083.78 ALUM. 376• 3.125' -j_CREATE F-CLIP.SEE '375' I `lY MIN. � U) X-SECTION X-SECTION X•SECTION UJ a- T MIN. DETAIL F.SHEET O y .375 Z Z o 1.250' ---- -- ----�--- 375" ._ $? r_______� I r_______�-_r CENTER OF i_____ I .� O� W 1.250'-I 1.250' i I 1 f I I MUSTANCHOL E WITHIN j R HOLE - I MIN: D. I I I I I I I THE DASHED .- I I I I I BOUNDARY.SEE j I Z •V"Q` -a O I I I} I -�__ F SHEETS 5.20 FOR F y_-_-____ Q Z_.Z o 2.875' I --- I I I --- I THE ANCHOR O.C. I O Q_ N o,- 3.94" t I I I I F I DISTANCE MUM I I W 0 o o 3.260' 3.250' I I I I ANCHOR HLOLE I I I I I DIAMETER: -----; J � rn I I I I ANCHOR �---------------- 1001Do 100 ---- -------� v ¢ 1 DIAMETER+1116'. Q z 0 0 o ; fn cn _ 2X5 ANGLE.CLIP m O 5:O .100" 64. .6+4• L STANDARD CLIP U•CLIP 6083-T6 ALUM. 8063-T6 ALUM. 8083.70 ALUM. TOPVIEW -T CENTER OF ANCHOR HOLE MUST LIE 63-TG A W TOPVA U 'I.820' F-- I •-i .820" I+ -•1 .820"F--- WITHIN THE DASHED BOUNDARY.SEE 125-X3.25-X.10W 1.25X3.25"X.824" 1.25'X3.94'X.824' SHEETS 6-20 FOR THE ANCHOR O.C. TABLE TABLE C,CONT. - MULLION. MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dimension Valuo(In) For Mullion: Dimension Value(in) For Mullion: 0005•TSALUM. 6005-T6 ALUM. 0005-T5 ALUM. DIAMETER:ANCHOR DIAMETER+1116'. F 3.667 1'X4'.'( F 1.038 1.25'X3.25' , X-SECTION X-SECTION X-SECTION p 1,000 .125' G 0.500 X.824' 5.500 H 2680 Aluminum H 1.438 Aluminum 3.469' 1 3.000 Tube Mullion 1 3.250 Tube Mullion 2.661' IQALUM. I.. .375• - _�I ,375 F' 3.187 1•X4'X F 2.825 1.25'X3.94' . 1.377' •125' MIN. G 0.757 .375' G 1.125 X.624' RODUCI' •-- H 2.430 Aluminum H 1.500 Aluminum usorWitlNs"iUl Wcklorida^ - I 3.000 Tube&'T I 3.250 Tube Mu111on 3ulldluscedcw Hu F 2.250 1.25'X3.25' F 2,813 30'Bo Mull -0 'Dat0.760X.100' F 2.875 45°Be Mulin[Sat.125' H1.500 Aluminum2.250' I I I I I I I 3.250 Tube Mullion Mlam1 adc Produce Conuol 30° TABLE D 3.260'A5 BAY M30'BAY MULLION 8083-78 II I i I ePOT Part N ��v h1� .. N._�_______� �_ _____� Mull Olmonsion � 0 6063•T6 ALUM. I X-SEC (sheet#). Mullion Sid.Clip Offset Clip •U.CIIP An91e ClipXSECTION 1'X4•X.125'(10) 69364 W6111M 6661122M 666241M 868518M G OFFSET CLIP "i' NO.Ii8705 •' '� r I .125' w 1 6063-TG ALUM. 1-X4-X.375-(11) '66610 6661112M 6661123M 666242M 666519M .228' {--.fl81'-� - 226"J �,981'�I ,740" I TOPVIEW 1'X4'X.375' T"(11) 66653 666112M W1123M 666242M M519M _ 'tom-; NOTES: 1.25'X3.25'X.100'(13) 20160 6681127M 6661124M 8662410M 6685115M =•O '. 125 X3.25'X.624'(14) 20167 6661126M 6W1125M 66624111M 6665116M - '.��••, S ATE i F ., ce• .1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. X3.94'X.824'(16) 20162 6661117M 666112em 666241M 666517M '��''•.,FCORID?,•' C. 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 DeOrea(19) 88649 WA WA WA 8685110M �� SS/#NAI.�C� 45 De0rce(20) 66650 WA WA WA 66651111,1 fir �' 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. A.LYfftUlMlLL��R,P.L. FL P.E.B 50705 TABLE Mull Dimension PGT Part# shootp 12� 125' B�x1 S ( ) Mullion Std.Clip U Cllp Angle Clip '��`' 'I I' -I I- .125' y${ o 2"X4"X.25"(16) 80602 66G281M 888271M 6665112M I - - �i�6o I. 2"X6"X.25"(17) 66604 666262M 660272M 6665113M IF STANDARD CLIP U-CLIP 2X5 ANGLE CLIP 6083-T6 ALUM. 8063-T0 ALUM. 0003-TB ALUM. 2.000' I XSECTION 2.125' XSECTION 2.000' XSECTION NOTES: N . . '- I I 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING 125• .126• 126• 05 N. N 'W DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. Z (n O 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE �--1-090•�T q ' : HOLE LOCATIONS. 1.490' J W 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 6.500• CUTHERETO 5.000" _375" W O 0 3.500• '{ CREATE F-CLIP, co O F' 2.000" .375• -� I_SEE DETAIL F, .375' f .375' �- �' MIN. ZO J MIN: sHEET4 MIN. F Z 7 r-------- ---------------•t �[' --- ----�I' 1---------------------T - Wi m 2. I I I- I W 4.000' j 1 I Q J r d 4- -I-- --- --r 3.438" 4- -+- 3.438' T--------i Z U Q rn o .250'- 2'X b'X•25• I I MULLION I I 3.430' I i F Z z 22 8063-T6 ALUM. j I I 1 I ,375' Z H LO o'er X-SECTION I I 1 L I (n L- ----`------I------------� - L---------------------� -MIN. � OJ L- STANDARD CLIP - 2X5 ANGLE CLIP U Q Q S CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. UR2'X 4"MULLION, CENTEROF ANCHOR HOLE MUST LIE 6063-T6 ALUM. ac Zm/n U) /.E. OR 2'X b'MULLION.SHEET 16 .260' WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW o c O�.0 SHEETS 5.20 FOR THE ANCHOR O.C. SHEETS 5.20 FOR THE ANCHOR O.C. DISTANCE.MAXIMUM ANCHOR HOLE AWIENTER OF ANCHOR HOLE MUST LIE -DISTANCE.MAXIMUM ANCHOR HOLE DIAMETER:ANCHOR DIAMETER+1116'. ITHIN THE DASHED BOUNDARY,SEE DIAMETER:ANCHOR DIAMETER 1116•. SHEETS 5.20 FOR THE ANCHOR O.C. 6.600" DISTANCE.MAXIMUM ANCHOR HOLE CUT HERETO DIAMETER: IIIIi ANCHOIIIIR D 5.0-00- - 3.500SEEDETAILF, .375• .375r-2.000 1 CREATE F-CLIP, MIN. SHEET4 MIN. MIN. .375' ------ ---- --------------- qmDucrttmse uQRodleg.y�Cti`ono�gNJcnwo. C/ril"\1l;. II7l.'tU T I JI Iw!1id1d.b 1 xiCOJcI oI1VU 6.000' 4.688' - r - 6.43(" .250. 5.438` 5.438• LYNN 2'X6•X.26• mm1> /.( �• - i I I j - j ��a��;.•''�,\GENSF''•�F� �% MULLION I I I I 6003-TOAWI.I. i I I I i - i �'i: .No.58705. .u X-SECTION i I i• - I MIN - - I I -- --------� - L----------------------j Z `- 7�•• STATE Ofs L_ STANDARD CLIP U-CLIP 2X5 ANGLE CLIP .t O........O..... CG; .260' 6070P VIEWALUM. USED FOR 2'X BTMULO ALUM.LION,SHEET I7 80TOPVIEWALUM. 1s/Onlnk- `," TOPVIEw A.LYNN MIL'LE`R;P.E. - - FL P.E.1158705 EXAMPLE 1:SINGLE VERTICAL MULLION 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.W.60,0 PSF. NOANC"ORSINHEAD 1)INITIA LLY ASSUMING THAT A 1-WIDE MULLION IS SUITABLE,THE MULLION LENGTH is 72*AND THE OPENING WIDTH IS 32"+32+1*=65.REFERENCING SHEET 25,THE COLUMN USING RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.1/4-AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+60-01-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. oCI SEE SEE 1�o FENESTRATION DETAILS, FROM TABLE 3A,SHEET 7,THE V X 2,75-X,375'MULLION(LENGTH v 72",OPENING WIDTH-70')MEETS THE DEPTH REQUIRED, THE DESIGN PRESSURE IS 0-58.3 PSF AND WOULD j U PRODUCTS SHEETS NOT BE SUITABLE m FOR THIS APPLICATION. APPROVALoz O 23 X 2.75-X.650-MULLION(LENGTH-7T,OPENING WIDTH=70')HAS DESIGN PRESSURE OF+/-721 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE 72• FROM TABLE 4A.SHEET 8,THE I ELI MULLION OPENING AND MAY BE USED IN THIS APPLICATION,NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. CJ LENGTH 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)#112 ANCHORS AND THE 2X5 s ca ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP 19 EASIER 70 INSTALL. .SEE z wU) DETAILS. 3)VERIFY THE DESIGN PR 0 F- ESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS.WILL :1 U-I SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE R�I UIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE —j U1 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATE D FENESTRATION PRODUCTS TO MULLION. ZD x IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS-1-60.0 PSF.THP.OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS,ALTERNATIVELY, LU a 0 NOANCH DOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPA61TY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: ca —MULL WIDTH636 LOS OPENING WIDTH (60 PSF)X 72.7 PSF)=524.9LBS (MAYBE USED TO QUALIFY#10 S'EEL SCREWS FROM TABLE 48) 2 Z THE BUILDING SUBSTRATE IS KNOWN DESIGN PRESSURE OF+50.01.55,0 PSF.TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2-318-,THE OPENING REQUIRES A z FOR THE VERTICAL MULLION: 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION 18 SUITABLE,THE.MULLION LENGTH IS 3r+72'+1-mlO5-AND THE OPENING WIDTH IS 36-436-41-=73-.REFERENCING SHEET 26, < Z 00 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 mEXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0/-55.6 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. ;60 FROM TABLE 3A,SHEET 7.THE I-X 2.76'X.376-MULLION 108,OPENING WIDTH=60')MEETS DEPTH REQUIRED HOWEVER DESIGN PRESSURE lS+/-15.1 PSF LU a- — y MULLWIDTH [If AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 12A.SHEET 16.THE 2'X 4'X.250"MULLION(LENGTH=108",OPENING WIDTH=80*)HAS A DESIGN PRESSURE OF+1.04.7 PSF WHICH EXCEEDS THE.REQUIREMENTS 0 SEETHE (L cf) DETAILS. FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE . ANCHOR CAPACITY REQUIRED OF 971 LBS. �0 SEC 0 HEETS 2-3 FENESTRATION SBECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2"TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36'46'+2"44",NOT 73,AS PREVIOUSLY 9 RODU'TSASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICA8FE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN APPROVAL THE 73'DIMENSION(364/2'+36-l/2"+2"=73"). 2)USE TABLE 12D 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 0'WIDE.IF THE MULLION CLIP W�RE TO BE CENTERED WITHIN THE 9,CARE MUST BETAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE. MULLIONUSING THE STANDARD CLIP WITH(6)3/16-ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2-GIVES AN ANCHOR CAPACITY OF 1060 LBS WHICH IS GREATER,AND LENGTH SEE -- -'<'-Sm" 8, DETAILS, DETAIL E THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 071 LOS. OPENING SHEETS2,3 SHEET 3 FOR THE HORIZONTAL MULLIONS: HEIGHT FOR BECAUSE THE VERTICAL MULL WILL BE A 2-X 4-X,259-MULLION,IN.THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER 110 7 MULLION TYPE COULD BE CHOSEN. Mu ION IRODUCTRHVISED i)THE MULLION LENGTH IS 38-AND THE OPENING HEIGHT IS 3r-72:L+2.=106".REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDALITRIANGULAR LOADING MAYBE '30ding Code 4'_11, USED.FROM TABLE 112A,SHEET 10,THE 2-X 4-X.260-MULLION(@ LENGTH m 4r,OPENING HEIGHT=120*)HAS A DESIGNro"o —1105.r- 1kocvPt PRESSURE OF-/-170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAYBE USED IN THIS APP4ICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. SEEDETAILS, BY- 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE,IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8- Aimr.1)Me Pioduct Control SHEETS 43 WIDE.IF THE MULLION CLIP WERE To BE CENTERED WITHIN THE S'J CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH (4)3/16-ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF 540 LES WHICH IS GREATER,AND THEREFORE SUITABLE,*FOR THE REQUIRED w fit I/,,. ANCHOR CAPACITY OF 521 LBS. " 'I LYW4 A "// Ij� ... 4)FOR THE U-CUv\P IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12B FOR THE U-CLIP SHOWS THE ANCHOR -"Crlls CAPACITY IS 1W4 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LSS.THE �a8', OPENING WIDTH FOR VERTICAL MULL ANCHORTYPE ISA912 STEELSCREW. 11 1 . Z : No!58705 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: *1-64.7 PSF FROM THE VERTICAL MULLION; +1-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU; +/-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). STATE F THE LOWEST DESIGN PRESSURE IS 41-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. !70RIOP','* 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 A.LAN 1Mill 11'�P'P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. Fl.P.E.#58765 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALITRIANGULAR LOADING ®gn 4d xF a o PWU Lo rr §, % ► Uz yoma . --SHIDH SWDH SHIDH SHIDH 1 PW PW Z ,nN rc Q 4 Q Q / / 1 / W o U) 0 / / co / / W C) LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j / / /� m to 0 SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS i r r HINGED ~ J �. DOOR .• SGD LOADING OF VERTICAL MULLION PW l 1 LOADING OF HORIZONTAL MULLIONLOADING OF HORIZONTAL MULLION Q a r tom-- - F Q N o > QQ m PW --- i H XW..z o mmma -- I PW PW PW to � ..� r I PWof p oS2❑Y SHIDH SHIDH' I U 0 J Q O 4: SSHIDH i a Z 0 0 �HIDH SHIDH e�,� . LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION SILL OF WINDOWS NOT ANCHORED WITH.INTERSECTING VERTICAL MULLION / - .. 1 PPW HR W ! LOADING OF(2)HORIZONTAL MULLIONSLOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL I - MULLION - PW HINGED PW PW I NOTES: ' DOOR - I R011 PCT REVIISU DFIodda 695.11)DRAWINGS ARE uildla9Codc �. 1 - - RERESENTATIONS OF TYPICAL fy-- "'oNo ©/) _ I PW CONFIGURATIONS. d •�" CONF GU T IONS NOT PW - _- _ MAY BIE EXTRA OLATTED FROMN 00 THOSESHOWN. adePjodoUoontrot I 2)IF THE LOADING TYPE CANNOT \�� (I.YN1J 21//l c . I BE DETERMINED,USE I r PW RECTANGULAR LOADING. v�GLNS(: F I n PW PW I - 3)SEE PRODUCTS'APPROVALFOR ��` Plo 5II%05 ACTUALANCHOR LOCATIONS.LOADING OF VERTICAL MULLION LOADING r0k� PANEL OF HINGED DOOR S NOT CAPTURED OR ANCHOREbF VERTICAL MULLION WITH INTTERSECTTIIN HORIZONTAL MULLIONS - - 'I �� ' ;VAIWil✓ SGD :nom'•.,•.FCOkIUr. �\ �. LOADING OF VERTICAL LOADING OF HORIZONTAL' A.LYNN MIL'LBFi P.E. ' - - - - MULLION MULLION