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HomeMy WebLinkAboutProduct Approval NFRC Report PO Number: NO COLONIAL Job Name: NFRC www.pgtindustries.com Job Address: - .._.._ ........_...._ ...................-----............................................ . ..... .. . . ..... . ...................................... __ Line# Otem Description ;Quantity ILocation SH500 SH500 VINYL WINGUARD IMP `Ordered:1 FL W/L7 LIG G 1/1 D1 Standard Drop:0Configuration:Equal Lite Frame color:White Standard leg height:0 Outboard Color:Solar Ban 70XL Frame type:Flange Sash Outboard Color:Solar Ban 70XL Fixed Outboard Color:Solar Ban 70XL I i Fixed Interlayer Color:Clear Interlayer Color:Clear Inboard color:Clear !Sash Interlayer Color:Clear { Sash Inboard Color:Clear Fixed Inboard Color:Clear What kind:Sweep Latch ;Colonial style:No Colonial Screen type: 18x16 Charcoal 'How many locks:Two Locks Calculated:70.00 (Calculated+:60.00 Certification#:13-1009.05 FPA#:FL239 Fixed:7/8"LIG(1/8 Ann-7/16 air-5/16 Ann/ i Certification Requirements:MIAMI Ann Lami) I Sash:7/8"LIG(1/8 Ann-7/16 air-5/16 Ann/Ann Lami) Argon gas:Yes ;Actual DLO width::0 Actual DLO height::0 Send::C Custom SizeDL-O Width:37.000 Custorn_S¢e DLO Height:63.000 L�atiel'U actr 028 [5bel`.�SHGC-6:2 I Label:VT:0.49 COG:VT(use for Turtle Code):0.63 i Energy Star:All 50 States i Print Date 7/22/2015 Page 1 of 1 Company: The Home Depot At Home Services Job Description: Replacing 17 windows size i Prepared By: Amber Client Name: Bair Project Number: 8694293 uers�or, €tg),,7Q12 StwctureslaternaLonal,t.k.C�' ,,,.� �, �Conforms with ASCE 7 10; � DESIGN PRESSURES FOR WALL COMPONENTS&CLADDING Design Data Building Data Wind Velocity(mph) 160 Mean Roof Height 12 Risk Category 2 Building Width(ft) 54 Exposure Category D Building Length(ft) 45 Directionality Factor 0.85 Roof Slope (x:12) 3 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 36 50. 40.0 -53.2 2 9700-SH BI 5 5 36 50 40.0 -53.2 3 9700-SH BI 5 5 36 50 40.0 -53.2 4 9700-SH BI 5 5 36 39 40.6 -54.4 5 9700-SH BI 5 5 36 39 40.6 -54.4 6 9700-SH BI 5 5 36 39 40.6 -54.4 7 9700-SH BI 5 5 36 39 40.6 -54.4 8 9700-SH BI 5 5 36 39 40.6 -54.4 9 9700-SH BI 5 5 36 39 40.6 -54.4 10 9700=SH BI 5 5 36 39 40.6 -54.4 11 9700-SH BI 5 5 36 39 40.6 -54.4 12 9700-SH BI 5 5 36 50 40.0 -53.2 13 9700-SH BI 5 5 36 50 40.0 -53.2 14 9700-SH BI 5 5 36 50 40.0 -53.2 15 9700-SH BI 5 5 36 50 40.0 -53.2 16 9700-SH BI 5 5 36 39 40.6 -54.4 17 9700-SH BI 5 5 36 39 40.6 -54.4 Width of End Zone(a)in feet=4.5 5 h 51 0 4 o - Y i 5 5 Y STRUCTURES INTERNATIONAL,LLC 10/30/2015 9:38 AM Franklin Bair,X8694293 12 13 14 1 7101 S=ort Walton Ave. . Fort Pierce, FL 34951 19 11 Replacing 17 windows size for size with impact. 17 1 Single Hung Window 36"x 50 Living Room FL 1435.4 + 340.0, 53.2 2 Single Hung Window 36"x 50" Living Room FL 1435.4 + 40.0, - 53.2 3 Single Hung Window 36"x 50" Living Room FL 1435.4 ,- ;40.0, - 53.2 4 Single Hung Window 36"x 39" Bedroom FL 1435.4 + ?40.6, -=54.4 5 Single Hung Window 36"x 39" Bedroom FL 1435.4 + ;40.6, 54.4 6 Single Hung Window 36"x 39" Bedroom FL 1435.4 + ;40.6,i- 54.4 7 Single Hung Window 36"x 39" Bedroom FL 1435.4 +'j40.6, -?54.4 8 Single Hung Window 36"x 39" Bedroom FL 1435.4 + 140.6,:-154.4 9 Single Hung Window 36"x 39" Bedroom FL 1435.4 + {40.6, 54.4 10 Single Hung Window 36"x 39" Bedroom FL 1435.4 + 140.6, -{54.4 11 Single Hung Window 36"x 39" Bedroom FL 1435.4 + 1140.6, - 54.4 12 Single Hung Window 36"x 50" Kitchen FL 1435.4 + 140.0,:-1153.2 13 Single Hung Window 36"x 50" Den FL 1435.4 + `=;40.0, 53.2 14 Single Hung Window 36"x 50" Den FL 1435.4 + 140.0, -F 53.2 15 Single Hung Window �6"x 50" Den FL 1435.4 + 140.0,:-i 53.2 16 Single Hung Window 36"x 39" Laundry Roars FL 1435.4 + 40.6,1-!54.4 17 Single Hung Window 36"x 39" Laundry Room FL 1435.4 + 140.6,:-!t 54.4 Line items 1, 2, and 3 are being mulled together. Line items 4'and 5 are being ,mulled together. Line items 6 and 7 are being mulled together. Line items. 8 and 9 are being mulled together.. Line items 10 and 11 are being mulled together. Line items 13, 14, and 15 are being mulled together. Line items 16 and 17 are being mulled together.All are using NOA 14-1105.01. 7/1/2615 Florida Buildirq Code.Online W, r„•�F'^' ��� �.�, �a l � 3 t =&-.! ' =18- AM. FICnaeItrf ;�t BCIS Home Log In ; User Registration j Hot Topics { Submit Surcharge j Stats&Facts Publications FBC StaffBCIS Site Map { Links , Search Busnes: ) JX,Product Approval Professi nal z �tSER:Public User R'glt�c Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL1435-R16 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 Jens Rosowski jrosawski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email - 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category W i ndows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Steven M. Urich, PE 'a°' Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/IS2/A440 2011 AAMA/WDMA/CSA 101/IS2/A440 2005 AAMA/WDMA/CSA 101/IS2/A440 2008 ANSI/AAMA/WDMA 101/I.S.2/NAFS 2002 ASTM E1886 2005 ASTM E1996 2012 ASTM E283 2004 ASTM E330 2002 Equivalence of Product Standards Certified By httpsYw m.floridabuiiding.otg/prlpr_app dti.aspx 113 7/112015 . Florida 8uildiM Cade 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 FL1435 R16 AE SH-200 Evaluatlon.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.pdf 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 Evaluation.odf 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.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/21/2017 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R16 II SH-400.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 FI-1435 R1.6 C CAC SH-500 Certification R14,Vdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/27/2016 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design 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 1435.5 SH -800 WinGuard Multistory Aluminum Single Hung Window Limits of Use Certification Agency Certificate ~' Approved for use in HVHZ: No FL1435 R16 C CAC SH-800 Certification.udf 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 R16 II SH-800.odf pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports hops:/Amw.floridabuilding.org/pr/pr_app dti.aspx 2/3 IMPACT RESISTANT: GENERAL NOTES: 1)7 HE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO COMPLY Ah1Gt101j LpGATIONS&ShAGING. WITH THE FLORIDA BUILDING CODE FOR THE DESIGN PRESSURES LISTED. 2)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-i2"THICK.!1X WOOD ADD I ANCHOR 52-118"MAX.RUCK w- BUCKS ARE OPTIONPL IF UNIT IS INSTALLED DIRECTLY.TO SOLID: AT MID-SPAN CONCRETE WOOD BUCKS DEPICTED AS ZX ARE 1.12"THICK OR 52-1!$"MAX.BUCK - 4=1l8" FOR W W>32' - 6"MAX. GREATER;ATTACHMENT METHOD OF WOOD BUCKS 511ALL.BE DONE BYEE MAX. OTHERS: i —►I --4-1l8"MAXI 3)SEE TABLE FOR MINIMUM EDGE DISTANCE FROM CENTER OF ANCHOR k II 10"MAX. �i- TO SUBSTRATE EDGE(EXCLUDING FINISH OR STUCCO) { f I 4)SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO 13 fNE5UB5TRATE;UB(NGSHIMSCAPABLE.OFTRANSFERRINGAPPI,I,EO, rf ; LOADS, . 11112 E l i M C MAX.. I fj 'j- .5)ANCHORS SHALL BE CQATED OR CORROSION RESISTANT AS I. APPROPRIATE FOR SUBSTRATE MATERIAL:DISSIMILAR MATERIALS SHALL ( ( !} BE PROTECTED AS REQUIRED TO PREVENT REACTIONS.ALUMINUM SHALL1 z,. 75' BE PROTECTED FROM DISSIMILAR MATERIALS AS SPECIFIED IN THE MAX. FLORIDA SUILDING CODE. - MAX, f. j BUCK. 6)ADHESIVE 8EALANt SHALL 13E USED BETWEEN SUBSTRATE AND _L.._.e �t� --•FLANGEOROR FIN.'OVERALL SEALINCIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. 75" 1 / MAX. _; fl 7)MATERIALS USED:FOR ANCHOR EVALUA71ONS:WERE SOUTHERN PINE, MAX. J� f ; If 2.7 KSI CONCRETE AND CONCRETE MASONRY UNITS COMPLYING WITH BUCKt : / ASTM C.90,GLAZING COMPLIES WITH ASTM-EIsM. 1 13 B)THE`113.STRESS INCREASE WAS NOT USED IN THIS ANCHOR.. 8"MAX.: _ EVALUATION.THE I:BLOAD DURAT16N FACTOR WAS USED FOR THE �� •EVALUATION OF W006SCREW& q/ } —" •E='•4-118"MAX. 9)IP THE EXACT PRODUCT SIZE IS NOT LISTED IN THETABLES,ALWAYS 4 j FLANGE&E.QUP�L.LEG.FRAME: FIN FRAME ROUNDUP TO THE NEXT LARGER VALUE. TABLE 1:FIN 8,FLANGE WINDOWS TABLE 2:FLANGE WWD_OWS TABLE 3:FIN WINDOWS Suck Size Desi n Pressure Certification Min.E09e titin. M(A:.EdP : Mur: .- 'Tesl.R9 oris.' AnCt±oaTypa Subsv2ta Arleha7yAe Sursirtita Dist Emb+edmant .Dial. EmuedmcrtY. • = t-tf2'x;13b . Wood(SotrhemPine) W171tfi^ 2`718" 75 60 7f1 290-23L Wow(Soclthani Pine) 7110' t 3f8 Roofeg Nal 'Steel¢ N+l Iud Gr 33 3/6•' `.Q65(18GA) 244".x.131•' #10 Sloe'sMs Wood(Souihem P.ino) ZVI 2.7116" • Aluminum 't5 3f8" 1/5" :, Commona , Stccl,A35 SS" t18' ' Wood(SoW1 em Pi no) . 9116' )yi8 5/16°LAMI :-.� ISMS GLASS NOMINAL I 1f8."ANNEAkED 3I70 asoary Caurcte t 13fd` Tnrssbe Wood ?!1E'. 1•;VB+" U90':DUPONT_u'.1 GLASS: Hai)vrtCMU 2-t/2 1•t/F' 91P. . P1/B kNTEf2LAYER — NDIS MR AU MEAL SUaseanTEs,SgFZY UOWMVIT SHALtaE AIg 3Tf I-Aps acrorm;t*TEFAto op iIATUWL: ,AIRSPACE I _ 1l8 ANNFr�1LED_J �, I V8'ANNEALED GLASS GLASS s a*,..Br;,'. dw HKerM:'. at6'i62NMfA\t!Y.dMWtALbttAWD . , :. E 3 .. NfREMtlltEFlRt6YEIWYY,AN/tiGr 'J.RQSQWSKI X03/25111 RIGIDVINYL •� a� M 1fT2�OR. ��sr c z t. :as: ra.w•::• _ .. 1/2 EX1 NOM: w s Marin, '77 (j� G.a I'S 1 o 1 a Dow`�1s� J 1UTNOxO! Fl.34DRIVE, s)ucoNEI 1. FLOERr of RUTo,;ZD2o4 SINGLE HUNG INSTALLATION -k . ... .A LgTinAliilci,P.E. e�r.>t+akt s.,rr sm»srornn ' SH-sw NTS ., 1 0 4 203261 lip INSTALLATION WITH f-t ANGE FRAME, {FIN F2EtdOVEDJ EDGE ... _.._W._ DISTANC _1 E, ~ N, I EDGE ( � ' ~1 DISTANCE S6STRATE S._ r O �~ r A'Z.....} TR(xE I EMBEDMENT ..= !F ! j EXTERIOR EMBEDMENT SHiM Imo\�"��,�ka'��ti'�. �. �.. �i��_ r���, / � i•,. a r7d I EXTERIOR. a UBS., .. EXTERIOR I �' FUINGE FRAME l JAMB WSTALLgjl,ON . - (QIRECTLV TO SUBSTRATE) FLANGE FRAME,^ FLAIdGE_FWtME_ HEADINSTALLATiON HE.ADINSTALLATiON (DIRECTLY 7"0 SUBSTRATE) j1 SING 1X BUCKSfR P) l l..1 tv EXTERIOR I } EXTERIOR;. a', I NO O ANCHORS `�-.., .,T• . ANCHORS, � REQUIRED � � iI a REQUIRED BSZRATE 1X SHIM s WOOD / IE ✓ SHIM 777.,r,,.i77..L,r.'`� ,J AMB.INSTALLKn (USING 1X BUCKSTRIP) Tjra !- FRAMEtYA7E SILL INSTALLATI10 l°, T- ! •--•-: '? (DIRECTLY.10 SUBSTRATE) - '' `' (USINSTALLATIOt3.. ..a..�sa- - o+;x: .. +ap..r narraaururtoeavai:nt✓ow�u� ING 1SUCKSTRI XP,) J.RCISDWSKI 03125/11 )71GID VINYL. . „ .. ,, _,- ....._,nevciearrsrmxomrnaicr.t>a • - GR' Re+bV.P.. !�ir�@�T�QITEEf..'�WfS4iR�QIIA'' ' - AWfJ+tYIx KOUTIhGC�'SSmNA7ttN. INSTAI.I.A710N NOTES: 107NTKOMIS, L34D5 1}SHESHCETIFORSPACINGREOUIyiEMENTS.' "'NOKOIdIS,FL34275 mt' 2)SEETABLE2.FORANCHORAGEANDSUSSTRATEREQUIREMENTS.. F4CfRT,OFhUTH.;29296._SINGLE!-IUNG`INSTALLATION 3)MAX.SHIM THICKNESS 7Q BE 174 A):ANCNORS}lEAa:IYPE MAX OIFFER•FROMSHOWN.,. A.LYnn Mlllei,P G P.E,0587M .611.540• :NTS ?,of' .2032S1.1JR INSTALLATION WITH EQUAL LEG FFWnitE {FIN AND FLANGE,REIAOVED) EDGE DISTANCE EDGE NC $UBS7RAT�.� DISTAE��7-77 j� / r .., //J/ S ST, TE EMBEDMENT � a � '� �' /j EXTERIOR EMBEDMENT IXWOOD SHIM SHIM �I `,L �.li •i' <, tI U UBSTRATE EXTERIOR t EOUALLEG.F3LM1ME� 1 ;J11M01WTALL.AT70N. (DIRECTLYTO SUBSTRATE) EQUAL LEG FRAMES `HEAD iNStAUAT10N, ECtl&LEG FF2AAtE;. .(DIRECTLYTO SUBSTRATE)_ HEAD INSTALLATION _ (USING 1X BUCKSTRIP). }` L7CfERIORF17.0 , _ .S EXTER[D_R EXTERIOR I �Ar:�, @7@ y NO 2: ANCHORS –? S ANCHORS REQUIRED j: ~~ \ REQUIRED, BSfRATEI:u �•�,._1,.:_....s,x 1X: SHIM .WOOD EQUAL LEq FRAME; lF157'AIIATION BUCKSTRIP) §}OAt ' G 1X © SHIM!, / /'" �--�^ (USIN lxOOD OOD- ( � Z. SVBSTRAT i J EQUAL LEG FRAME, BSTfj1C7E � r SII:L tNSTALLATlCN !•__....._.,L..,�,.,..�_............._...................__..–�..�) (DIRECTLY TO SUBSTRATE) EQUAL LEG FRAM[x, -SILI INSTALLATION :a'y`m`' °'. iaewc na,aamukdtamnua�>Aoakunsn . (USING 7X BUCKSTRIP) _ 3.ROSOLNSKI 03!17.5/11. RIGID VINYL gni w.k Ib,a�mr:•. µnracsr ,w+.nnrwnarwnn. DOCY02N74AY8EtG`DOitAOA00II.t7DN ' - MYtA'dNtpkYlinQ E1G�^rS.m%SY1n?/ ' vri�esaa'oFEvrsttaltxa.' INSTALLATION NOTES! 1)SEESHEETIFOR SPACING.REQUIREMENTS:, TOT3TKOMIS. L347.5 .2)SEE TABLE 2FOR ANCHORAGEAND SUBSTRA7EREQUIREMENTS. � CRT.O ALITH-275 �SINGLE HUNG INSTALLATION .. FL CCRT:OFAUTN.23208 3)MAX,.SHIM THICKNESS TO BE T!4'. 5,�• s+eorw e.r A LYnn.:Al4tes;P.E. - 4)'ANCHORS HEAD:TYPE MAY DIFFER ERgt i SHONh„ SH-500 HTS 3 oC'4. 2032S11JR P.E.i15e10S INSTALLATION WITH FIN FRAME.. I EDGE m !�` r i67ae RRA'E DISTANCE I /' ,' EXTERIOR 11 SHIM �., *� �. OPTIONAL EDGE ('"� FLANGE DISTANCE L J� OPTIONAL FLANGE y EEXTER1013 Di. HEAD INSTAL-TION, SHIM 2' 3 If f JAMB INSTALt/1'TION_ SUBSTRATE Li $HIA1• JfJ r i OPTIONAL FLANGE EXTERIOR :.rr FIN^FRAME, SILL�IN87ALIAT�ON ' '� ' � r J.ROSOWSKi .03I25l11 RIGIDVINYL ^EPj"13TµrO I�AfPADKRWOFFOr .vowrcrxtawr.nvPMt Vr"O Doaser.?wrl�UfftrDeP�xo.Arnx 9AMwpolA=77( Y.t-0x!PM INSTALLATION NOTES., i)SEE SHEET I FOR SPACING REQUIREMENT& 1.JNOKOMI ala 34275 , 1� --- 2)SEE.TABLE 3 FOR ANCHORAGEAND.SUBSTRATE REQUIREMENTS. NOKQOF UTH. 20 . . �LctRT.aF'AurH.�znM SINGLE'Hl.lNG INSTALLATION 3)frW.SHIM THICKNESS TO BE V41M P.E:p587tf6. SH'500 . NTS 4.of 4: 203MUR M IAM 1•DADE IL•IIAA-H--DADE COUNTY,FLORIDA ME PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(7W 315-2599 CEPTAriCE (NOA wmy.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,Fl.34275 SCOP+: This NOA is being issued cinder 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 Miaini—Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade,County)reserve the right to have this product or material tested for quality assurance purposes..If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may,immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the tight 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 Mullion—L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25,prepared by manufacturer, dated 08/29/1 Iwith the latest revision dated 01/29/15, signed, sealed and by Anthony Lynn Miller, P. E., bearing the Miami—Dade County Product Control Revision Section stamp with. the Notice of Acceptance number and Expiration date by the Miami—Dade Cou utetCo trol Section. MISSILE IMPACT MATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration'date or if there has been a revision or change in the materials, use, and/or manufactme of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically teiminate this NOA, Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request pf the Building Official. . This NOA revises NOA. No. 13--0815.05 and consists of this page 1 and evidence pages E-1 and E-2, as. well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon,P.E. NOA No. 1d--110101 M1AMtDADECOUNTY i" rs�. � Expiration Date: Nlay 26,2016 Approval Date: February 12,201a ��� �5 Page 1 1 - i PGT Industries,Inc. NOTICE OF ACCEPTANCE. EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 10-0819.05) 2.• Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25, prepared by manufacturer, dated 08/29/11 with the latest revision dated 01/29/15, signed, sealed and by Anthony Lynn Miller,P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC;TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2;1,and TAS 202-94 along with marked—up. drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab; Inc., Test Report No. FTL 6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and seated by Marlin D, Brinson,P.E. (Submitted ultrler previous NOA No. 10-0819.05 C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010 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 CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with the FBC 5"'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 207:0, dated 06/06/11,signed and sealed by Anthony Lynn Miller,P. E. 3. Proposal issued by Product Control to PGT Industries, Inc., dated 08/06/14, signed by Jaime D. Gascon,P.E.,Product Control-Section Supervisor. anne D. Gascon,P.E. Product Control Section Supervisor NOA No.14-1105.01 Expiration Date: Alay 26,2016 Approval Date: February 12,2015 F-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBiTMTTED F. STATEMENTS (CONTINUED) 4. Laboratory addendum letter for Test Report No. FT1r6443, issued by Fenestration Testing Lab,Inc., dated 05/05/11,signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NDA No. 11-0922.0X) 5. Laboratory compliance letter for Test Report No. FTL-6443, issued by Fenestration Testing Lab, Inc.,dated 02/23/11,signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA No. 11-0922.01) 6. Proposal No. 10-1070—R issued by BNC to PGT Industries, Inc., dated 01/07/11, signed by Ishaq I. Cbanda, P.E.,Product Control Examiner. (Submitted ander previous NDA No. 11-0922.01) G. OTHERS 1. Notice of Acceptance No. 13---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,P.E. Product Control Section Supervisor NOA No. 14-1105.01 Expiration Date: May 26,2016 Approval Date: February 12,2015 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERALNOTES: N NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANYANCHORS REQUIRED FOR THE MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES.........................1 a MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS........_._.................I o FIGURE 1: ELEVATIONS........._......................1 ccP MULTIPLE WIDTH FOR VERTICAL MULL ARCHESTOBE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS h1ULLio2xwo0o............_..........z s2�i cwi FOPENINrHAVE BEEN TESTED AS'FREE-FLOATING"AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL MULL TO IX 8 MASONRY._._....._2 d MULLIONS —� SEE DETAILS INSCRIBED INSIDE INSULTNSTALLATIS NOTES...................2 a5crnrlcutAa NOT HAVE A GAP OF MORE THAN 1/4 FROM THE CLIP. MULL To h1AsoNRY..._..................3 A-D,G,H; 04 SHEETS 2J SHAPE MULL TO STEEL STUD.._._............3 _ 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL................_..............3 -,6 10 DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 1/3 STRESS INCREASE WAS NOT USED ANCHOR SPECS.............................3 Z w � IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTERNATATE CUPs.._................4 z W BAY MULL INSTALlAT10N..............4 4 PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2 X.126 MULL SPECS......._......6 S W // \\ ) 1X2X.376 MULL SPECS...............6 / INSTRUCTIONS. 1 X 2.76 X.375 MULL SPECS........7 o (n I X 2.75 X.65 MULL SPECS._........8 Z '-"�o SEE OETAIL6 1 11 i X 3.12.5 X.5011 MULL SPECS UJ / I 1 / III /1 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND m o H ATHRU G- I i _ _ III _ \SEE DETAILS 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 SHEETS 2-3 1 1 ATHRU G; 1X4X.376 TUBE MULL SPECS...11 ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN III —rl SHEETS 2J 124XTMULLSP .....11 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1.26 X 3.16.18 SPEC 6 X.265 MULL SPECS 12 � LU Z) VERT. III I / HEIGHT 1.26X3.25X.100MULLSPECS_...13 Z W m MULL FOR 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUNDUP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25 X 3.25 X.624 MULL SPECS_._14 — _� LENGTH HORIZONTAL 135 X 3.94 X.624 MULL SPEGS_...16 Z�3 MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 4 X.25 MULL SPECS................16 J Q o Z SEE DETAIL R 2 X 6 X.25 MULL SPECS................17 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT ¢ W SHEET3 128X.25 X.125 MULL 18 AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT � 30'X 3.25 DAY MULL SPECS........,19 Z (— QN o REACTIONS. - 45'X 3.25 BAY MULL SPECS.......,.20 Q Z MULLION&CLIP DIMENSIONS......21.23 F Z m o FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACON/AGGRE-GATOR NOA'S;ANSI/AF&PA NDS FOR WOOD CONSTRUCTION; EXAMPLES 1&2...._._......._....._..._24 o O.9 PRODUCTS.MAY ADM-ALUMINUM DESIGN MANUAL LOADING EXAMPLES ............25 fn BE OF ANY TYPE. MUST BE 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING Z U) w /III BY PGT. CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS,MULLIONS ARE ONLY TO BE USED WITH U Q p O PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. E Z (0 x0 /SEE DETAILS 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. g m m0: I HORIZONTAL A-D,G,H; 1— MULL SHEETS 2J 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING LENGTH HORIZONTAL WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOAL MULL 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 PRODUCT'S FRAME DEPTH. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR"OR'TRdWGULAR/TRAPEZOIDAL-. PItODULTRBVISED m colnplyMg wB6 the Fbddo OPENING WIDTH--II­—HORIZ.MULL LENGTH--I 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/FT°)FROM TABLES 1ATHROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING Du0dle8 Codc I LEMULL NGTH r THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE AxrpWilLvNo OS.• MULLION CAPACITY(LBS/FT')OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/FPI FOR THE OPENING OBTAINED IN 1i OPENING STEP 1). HEIGHT 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE \1 ode Product Cun(rot F FOR OPEN MULL r/ HORIz / MULE• REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 1111 I I I 1117 HEIGHT LENGTH MULL I N LENGTH 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE \\ �ON •, NN L L ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR .' 1 IGENSF•,ll���i CAPACITY IS MET. OPENING WIDiH No.5870.5 �T SINGLE MULLION SINGLE MULLION FOR VERTICAL MULL 7)IF THE MULLION CAPACITY(LBS/FP)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIFT')FOR THE _ OPENING WIDTH L OPENING,YOU MAY USETHE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS .-O ;�. �� FOR VERTICAL MULL VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE =�O,• rL /j S -,SEE CORRESPONDING DETAILS MULTIPLE MULLIONS -'C7••. G417� FROM FIGURE 1 ABOVE. 8)VERIFYTHE DESIGN PRESSURE RATING(LBS/FT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION %,C�s'•.;�CQIiIDA,,.•'��1� CAPACITY(LBSIFT')OBTAINED FOR THE MULLION SYSTEM,THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION ••. PRODUCT ASSEMBLY. 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A.LYNN MI),ILEL�i1,1P.E. FL P.E,#58705 DETAIL A: DETAIL B: MULLION q 0 MULLION TO 2X WOOD BUCK /—MULLION MULLION ATTACHED TO 1X OUCKSTRIP _PERSUBSTRATE,TYp.ANCHOR 1" 1 U ; I AND OR WOOD FRAMING of g WOOD BUCK AND MASONRY ATTACHMENT SEESEE TABLES 184611 (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) v_­ S=E t MULLION 1. 10 z In BE HEETS 0 Ill • SS L CONCRETEORCMU _j EITHER THE 21-23 FOR E KSI EDGE ST N AR 0 No E, TANDARD OR LOCATIONS D OFFSET MULL TABLES CLIP MAY BE EDGE I EDGEDISTANCE IB.Ies INSTALLED .T L U) CLPMMAYBE DISTANCE L BY I Ef' INSTALLED BY .4 1 FOR MASONRY DO THIS METHOD. FOR WOOD 0 SCREWS, ANCHORS LU < GO co C> .26WMAXFOR SIDE VIEW o, ALL MULLIONS a Fz (c, 0 4 > 4 OFFSET MULL Z4 EXTE ZIOR i ELI :5 EDGE TNISAtETHOD. i 4 DISTANCE 4 4 < FOR MASONRY F- Z < Q z Q n THE OFFSET CLIP IB ANCHORS R*'> EXTEL'_1OR -4 4. 4 WINDOWS.BUT AIAY ALSO BE ttSED FOR a LU OTHER FRAME TYPES. TYP.ANCHOR TYP.ANCHOR L Z—PERSUBSTRATE, RSUBSTRATE. TYP�ANCHOR PE PER SUBSTRATE, SEE TABLES IB-169 SEE TABLES 111-116B SEE TABLES 10-100 — SEE TABLES EMBEDMENTSUCKSTRIP 18'188 ATTACHMENT ATTACHMENT AND EMBEDMENT' BYOTHERS, ATTACHMENT SEE NOTE 1, SHEET 1. BYCTHSRS SEE NOTE 1� SHEET 1. MIN 2.7KSI CONCRETE OR CMD PRODUCrREVISSI) SIDE VIEW FRONT VIEW owniob,ing tvhhLhc Florida FRONT VIEW BUIIIJIM'=14..t� Ampin WS-01. Ip INSTALLATION NOTES: 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE OW L)(IV)V CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAYBE USED. 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. NO-58105 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL 0,SHEET 3. -u ��T-g--4 0 6)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY.USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4"S.S.AGGREGATOR MASONRY ANCHORS. 16 A.'L'YN J&EaR'�.E. FL.P.h 58705 DETAIL E: a MULLION TO MULLION ® x z i DETAIL C: —I .tze MIN. INTERSECTION NOTES: 5 MULLION DIRECTLY ATTACHED TO (U-CLIP) g�rr' a MULLION 1)MAY BE INSTALLED IN-TEE'OR-CROSS' o MASONRY STRUCTURE os (STANDARD CLIP SHOWN) INTERSECTIONS. n4 VARIES 2)MAY BE INSTALLED HORIZONTALLY (SHOWN)OR VERTICALLY. I TYP.ANCHOR m EITHERTHE I I pER SUBSTRATE, -L 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 GTANDARD Oft I SEE TABLES 1B-138 FOR CORRESPONDING MULLION. U) OFFSET MULL I I TOP VIEW Z w o: U) CLIP MAY BE I I EDGE DISTANCE MULLION 0 W INSTALLED BY II FOR -1� J THISh THOD. I I I ANCHORSS VARIES I J b = I I p12 STEEL SCREWS, � I I°1 ° /'SELF-DRILLING OR PREDRILL rC oy' MULLION AND USE SMS llf O O co m o F a F_ z co '0 J MULLION F- Z EXTERIOR °a 4 ° O J EDGE DISTANCE ° THEOFFSET CLIP IS `— z Ug m RECOMMENDED FOR ` B FOR MASONRY k FIN•FRAAlEO L a ,p ANCHORS INTERSECTION '� £ ° DOWS,BTMAYU-CUP � O Z ALSO BE USED FOR J11W 7HER FRAME TYPES. EXTERIOR Q V) d' TYRANCHOR 'a Z Z ¢ N PER SUBSTRATE, d 4 • Q O Z 0 SEE TABLES 18-138 TYP.ANCHOR co SEE SHEETS 21-23 FOR FQ- O PER SUBSTRATE, HOLE LOCATIONS U) J O S BUCKSTFUP SEETABLES 111.138 �STANCE Q AND FRONT VIEW EDGE Y Y ATTACHMENT BID EI TABLES OTHERS, �j SEE NOTE I, 18-138 Q..Z Q O EMBEDMI EM .• .. SHEET 1. .- - _<• p- Z U)D.EO ••• •• DSTANCE z 0 m� BE TABLES TABLES SIDE VIEW _ o �� MIN 2.7 KSI CONCRETE OR CMU MIN 2,7 KSI CONCRETE OR CMU 1B•13B FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: STRUCTURE TYP.ANCHOR 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. a PER SUBSTRATE, ` SEE TABLES 111438 'RODUCl RBVISBD 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION 1 a. \� SEESHEETS ® ucumplylaBWhhthe Flodda ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR u7ding Cade 44_ • CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE `. HaE Lacptancv Nd FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. LOCATIONS Dotc `\ 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. MULLION •11ertd Dade Product Can!m m�1 4)W000 BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. I I I I 1 5)FOR MASONRY APPLICATIONS 1N MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED SSE NCS S \`\��\�,ONN Y LYN ELCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS. FOR STEEL STUDS THINNER THAN 18.138 QC,.•'• FRONT VIEW 18 GA AND COMPLIANT WITH THE FL BUILDING CODE,A 2X WOOD BACKER MUST USED. ATTACHMENT BY OTHERS. NU.S$]DS )} USE WOOD ANCHOR SPECS EXTERIOR SIDE VIEW NOTES: ` 57 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD Tis TE 0 ANCHOR VALUES MAY BE USED. ,,ORIDA„••G� 2)SEE CORRESPONDING MULLION TABLES, '''s!o%q� SHEETS 5-20,FOR QUANTITY OF SCREWS. A.LYNN IM UIE`)i,P.E. FL P.E.k 58705 fi CN N DETAIL F: DETAIL G: DETAIL H: x� FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP 13AY MULLION INSTALLATION (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) o 4x K �z g SEE DETAILSAE, 30'OR 45' SHEETS 2 AND 3 FOR INSTALLATION BAY MULL TO SPECIFIC SUBSTRATES. N MULLION ( "`o co U) 2't s O O Z Tq O O 0 O O O O O O ,'Jj LU 0 0 TOP VIEW m cp I LU O o O SHO NIWDI H 1'IX41cn U)'X .126- I TOP VIEW Iz m U) MULLION I I I 7YP.ANCHOR EXTERIOR I I I I PER SUBSTRATE, 7 U; m b I i i �SEETABLES 16B OR 16BW ,ANCHOR STANDARD MULLION CLIP I —PERS BSTRATE, I I I EXTERIOR C/I o �Z MODIFIED TO FIT FIELD SEE TABLES I8-148 p 11I )-7 Q Z er„ -T CONDITIONS. I Q I I I v_ F- `- 2'X6'ANLLIONEP, Z Q 04 p 2 PER MULLION END,BAY U z O N Zc INSTALLED INSIDE OF BAY MULL. F f--�z 00 p MULLION I l CD .\ I 1 II I I w J II I I II I � CD w F Y 1' 2'XWX.12Wto U) (1)II I I ANGLE CLIP, (j Z Q O O 2 PER MULLION END, Q MUST BE INSTALLED Z m co !n �i I INSIDE OF MULL. €�m� rc'� I �TYP.ANCHOR PERSUBSTRATE, SEE TABLES 18448 INTO WOOD, (f STEEL,ALUM INTOWOOD,STEEL, STANDARD CLIP TO Be EXTERIOR OR MASONRY EXTERIOR ALUM,CMU OR MASONRY MODIFIED INFIELD. ` (I EXTERIOR 1y �- ®� PRODUCT REVISED F EDGn�lonon ® ' `'0` P oUiial yly01oda MtheModds 4� � A INT OSTEEL, ALUM,CMU CMU OR MASONRY O EDGE OISTANCE �lfaml 8d0 PToducl Conlro PER ANCHOR \1111111111�� DlsrnrD ANCHOR STicE ANCE O NOTES FOR INSTALLATION OPTION G&H: G Qa•.• 1,ICENSP•'.F.p r NOTES FOR INSTALLATION OPTIONS F• 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. `>t No.58705 x ' 1)DETAIL ISNOT APPLICABLE FOR THE BAY OR 1.26'X 2.11'X.125'MULLION. 2)DETAIL G:SEE TABLES 1 B-14B FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE - - LOCATIONS. -17 2)SEE TABLES 1B-13B FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 158 OR 168 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE QX�•, qTE � 5 ��� LOCATIONS. (<`S'•. <ORIDP.••' 3)THE 2X6 CLIP IS NOT SUITABLE FORTHIS APPLICATION. !� •••••• G�� • &/ A. A.LYNII ER,P.E. FL P.E1158705 TABLE 1A oma^ ii Mullion Ca aalt fR_Table Ibe � ��1 t2h� Opening Width(for verlicalVsparying mullions)or Opening Haight(for horizonl0pspanning mullons) o3f�to� a 601n 601n 701n 001n 901n 10DIn 1201n 14 in 1601nm o Reelengllar T.PlTdang. Reetangolar TrepRdang. Reolangular Toprrdan9, Rectangular Traplydang. Fleet gWar Tiap/7deng• Reelengular Tmpndena. Rectangular TraplTdang. Reelengular Wplyden9. Recangular RepMeng. dY 1X2 X.126 Loading Loadn9 Leadng Loading Loading Loading La.ft Lowing Loadng Loadrg Loading Loading Loadlrg Loafing Lowing L.&O Loadng Loadng c� i O Alum.Tube r •_ ,5• ;;• & Al .&_ £ _ _ �' ,: Mullion �$• •u... yg p .y2. •u-. ^, a ,. 421n 111.9 408 129.6 332 93.2 408 115.5 325 79.9 408 107.8 32f 69.9 405 104.4 319 02.1 408 104.0 319 ISM 408 104.0 319 48.6 408 104.0 319 39.9 408 104.0 319 35.0 408 104.0 3t9 J W 481n 74.9 312 83.8 268 62A 312 73.4 252 53.5 312 67.0 248 48.6 312 63.2 246 41.6 312 61.3 244 37.5 312 81.0 244 31.2 312 61.0 244 26.8 312 61.0 244 23.4 112 61.0 244 � _ m 60.625 In 67.9 281 70.6 234 53.2 281 81.5 228 45.6 281 55.7 224 39.9 281 52.1 222 35.5 281 50.1 220 31.9 281 49.3 219 26.8 281 49.3 219 228 281 49.3 219 20.0 281 49.3 219 W C.S O 541n 52.6 247 87.5 207 47.9 247 49.8 202 37.8 247 44.8 199 32.9 247 41.5 196 29.2 247 39.4 194 26.3 247 38.4 193 21.9 247 38.1 193 18.8 247 38.1 193 16.4 247 38.1 193 M M 601n 38.4 200 11.2 170 72.0 200 35.4 166 27.4 200 31.6 187 24.0 200 28.9 160 2f.1 200 27.1 169 19.2 200 25.9 157 16.0 200 26.0 168 E-' J 631n 33.1 181 35.3 153 27.6 181 30.3 152 23.7 161 26.9 149 20.7 181 24.5 148 18.4 181 22.8 144 16.6 181 21.7 113 2 661n 28.8 165 30.6 742 24.0 165 26.1 139 20.6 165 23.1 136 18.0 165 21.0 134 $ m 721n 73.2 iJ9 2J.3 120 18.6 139 19.9 118 15.9 139 17.6 116 CL rrai �z 781n 18.9 125 18,7 109 16.7 126 18.8 107 J i 78 N 17.5 116 18.2 104 F-• r � Z 7 Q rn o zz TABLE 1B a ANCHOR CAPACITY ADJUSTMENT FORMULA: I¢., eZ o0 0 Anchor Ca acI Table Ih6 to tlo a� ANCHOR CAP.,,,,,,,, , g a SUbslmlo: 2.7k Coactelo 3.5k Cono. H011ow CMU Filled CMU PT Wood Molal (D�)X( )=ANCHOR CAP.,,, 511V Eloo 1/4'SSEko 5116-Elco 1/4'FIS Elce a1g Sleat 1012Steel 912Sled MULLION CAP.,o,,,,, clJ X AncMrTypa 7716'Elea Ultmcon 114'Elea UlOecan 1118'Eke Ulomon 114•Eko UlDocen (Y Y Y Anchor Clip Pattema UlUmen Ao8re0etor Ln ew AOgre6ator Sam Screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge gslanoo(Ink 1' 2-112' 1' 2.112• 3-118• I- 24W f' 2.112- 2• 3-v6' 2- 8.46• 0.54' 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN U X Q Embedment MY 1314' 1314' 1314• 1-314' r 1-114' 1-114' 1-1/4' 7.1/4' 1-114' 1-111• 2• 1316' 13W Berks ACTUAL PRESSURE REQUIREMENT FOR THE p p 2AncMrs®4.T6'Atin.O.C./SlandOrd or O6acl qlp(Fla.tY 390 lbs 3901b9 450 lbs B901Ds 1644 lbs 270105 280 iba 3541Ds 7401b4 3741Ds 8841bs 946IDs P3411bS 4421bs 5601b9 OPENING,WHEN IT IS LOWER THAN THE MULLION a"� Z�•O O 4 Anchae(d 1.15'Mtn.O.C.I Standard(or Obsel)cup(Fig.2): 460 lbs 700[as WA WA WA NIA 380 lb. WA NIA N/A WA WA 885lbs 1120 lbz CAPACITY(FROM THE TABLE)OF THE SELECTED4Mclpla®3'MInO.G 1(2)215 An9k Gips l(Flp•3): TBO IDs 7801ba 8001bs 15601bs 1896 ks 810 @s 6801bs WA 76016s 7481ha 88016a 18921bs 8851Ds tf201bs MULLION.IT WILL YIELDAMINIMUM ANCHORF o o2 AmMrs Q 045'On.O.C.I U431p,Inlo.12V Alum.(Fig.4Y WA WA WA NIA WA WA WA WA wn WA WA WA NIA CAPACITY WHICH MAY BE USED TO QUALIFY1 Anchor/F op(Fp.5): 1951M 1951b3 225Ibs 4451bs 12"" 135 lbs 140lbs 177 Ns 3701bs 1871bs 332lbs 4731as 221 Im 280Ibs ADDITIONAL ANCHOR OPTIONS FROM THE 2Amli-®IAV Mk.O,CJ F471p(Fb.ek 24016s 3 I. WA WA WA WA 1901Ds WA WA WA WA WA 341 Ibs 442 aa 660 lbs 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: I1R0))VCPRUVISRO . • • AM enhytl, s n hh th_Plolida 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Bul1dlP}I OOda e SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. --y 1.000' r- ��ee 219 1 -gQ-1 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, FIGURE 3: I %1110-nu U4de P, -1 Control 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. • S HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 125^ ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED @fir. LICENSE �� i CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0.90.WOOD SHALL BE PRESSURE-TREATED yY; FIGURE 4: FIGURE 5: FIGURE 0: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM"OF.125' No.58705 '• THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 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&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8,S.S.OR 410 S.S. •, Zq��s UU��11LL�� UU�L�� D,n'•, S ATE oNAt 0,0'- A.LYNIJ�11LL�R,P.E. FL P.E.#58705 TABLE 2A Mullion Ca ac Table ibsilt' 7� Opening Width(for wNcelly spacring mullions)arOpen7ng Height(for hottzonlally-sporving mullions) x k 601. 601. 701n Win DD In 1001n 1201. 1401n 1601n Rectangular TnptnWg. Ractang" Ttep74an5. Reolwoil.r TnptT4ang. RectanKlar Traprrderg. Rectangular Ttap"rrta'67. Rectangoal Tnp 9atg. Rectangular Tnprrdatg. Rectangukr TtaWdam Ractanguiar Tnpftdang. 0.y 1 x 2%.376 Loading Loading Loading Loading loatltlg Loadrg Loading Loading Loading Loadng. Loafing Loading Loading Loading Loading Loading Loading Loading ox <g U Alum.Tubee m! g a OF a d . le � � �11 111� Lo -1 m,i .1 Twk i I 1 z 421. 170.0 11 1 HIM 111111111 1 020 170.0 435 161.3 602 170.0 478 128.7 662 170.0 509 113,6 W2 16&5 618 100,9 662 168.9 617 00.6. 662 168.9 617 75.7 662 16&9 617 04.9 862 166.9 517 68.7 662 16&9 517 6 48 to 721.6 607 73&0 419 101.4 507 119.2 410 86.8 WT 706.7 d03 78.0 507 7028 3+A 87.8 501 99.6 397 60.8 507 99.0 396 So.7 607 99.0 390 43.4 W7 09.0 396 3&0 507 99.0 396 ? x 60.6261. lOJ.T 458 114.8 378 W.4 456 89.9 377 74.1 456 995 364 84.8 456 StS 3W 57.6 4W 81.3 357 61.8 458 80.0 350 43.2 4W 80.0 356 37.0 458 80.0 358 324 @416 359 7Y w 4n 641. W.4 401 93.3 378 71.2 400 80,9 328 81.0 100 727 322 W.4 400 67.3 316 47.6 400 G4.0 316 427 400 623 314 35.0 400 61.8 313 $0.6 400 81.8 313 28.7 313 LU O Q 60N 523 324 W.8 278 51.9 324 67.5 270 44.5 32d 61.2 214 38.9 324 40.9 280 34,6 324 43.9 251 311,1 324 420 255 26.0 324 40.5 253 22.2 32d 40.5 253 19.6 253 � CQ to 8310 53.8 204 57,4 252 44.6 294 49.2 246 36.4 294 43.9 247 33.8 294 39.8 237 28,8 294 37.! 234 28.8 294 362 232 224 204 33.6 230 191 294 33.4 230 16.8 230 W In 4&8 2W 49,6 230 38.0 268 424 225 33.4 2W 37,6 221 29.2 268 34.1 218 26.0 268 31.6 215 23.4 268 29.8 212 19,6 2W 20.0 210 16.7 2W 27.7 2W 14.0 200 z (ni G X3 -.*.11 198 30.0 225 322 Yet 25.7 22b 2&4 788 226 225 256 185 20,0 225 23.5 182 S&0 225 221 180 1&0 225 20.3 1T7 129 725 19.6 176 51.3 178U7813 177 255 202 27.2 173 21.0 202 23.9 170 19.2 UJ fflt 202 19.7 165 15.3 202 1&4 163 12.9 202 18.7 160 10,9 202 Y5.9 1W 9.8 158 UJ drczTim 1W 23.6 792 25.1 155 20.2 192 220 182 17.7 182 18.1 157 14.2 192 1&8 155 11.8 792 15.2 162 10.1 192 1d.-0 760 8.9 750 Q J 941. 128 t6.4 144 16.1 128 ~ `GA88In 113 tor-• dz 00�a TABLE 28 (t) I- Anchor Ca ael Tabt9lbs ANCHOR CAPACITY ADJUSTMENT FORMULA: (A SubSusta: 2.7k Card. 3.5k Coro. Hallow CMU Fdlad CklU PT Wopd Melal (OP-)X('a'NGHOR CAP.,,";,,,,ul ANCHOR CAP.,,, X `MULLION CAP.,,.,,,,,,/ N Ant7rotTyps: 3tl8`Etao Uitracan 1 td'Eko UBncon ``J18•Eton 3118'Ek.UOnaon 714•Eke Unrecm U4'SS Efeo&f8"Eko 714'SS Eka 916 Sleei 912 Steol 912$led h x Anchor Clip Patterns unread. Agg2Gelor Utaawn AgOeoetar Screw(GS)Sanw,(G5) 80nw(G5) USE THIS FORMULA TO OBTAIN THE ANCHOR U Edga Otnance Mt 1" 2-112" 'r z-1IT s•ue' r 9110• r z-fa' z• 34W 2' 0.49• I.M. 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN d• z O Embedmom 9n): 7-Y4' 1.3/d' 1374' 1-014• 2` 1.01• i-1114' I-t74" I.1W 1.11/4` 1-174' 2' tate' tate' 4e4es ACTUAL PRESSURE REQUIREMENT FOR THE 2 m00 2Anahom M4,75'Mm,QC.l Slondardotoaaal(2lp(Fig.1k 39019, 3901bs 4501ba 890Ibs 10441bs 270199 2801bs 354 lbs 1401ba Mlba 6611 9401bs 3111bs 4421ba SW roc OPENING,WHEN I7 IS LOWER THAN THE MULLION ��� 4Anohors a 1.75`Mtn.O,C,7 Siandard(*(Mel)Clip(Fig.2z A60lac 700 to, WA WA NIA WA 380 tba WA NfA WA WA WA W2 lbs US lea 1120 ta5 •CAPACITY{FROM THE TABLE}OF THE SELECTED 4 Anchors®3'Min.O.C.r(2)2a5Argio Clips f(Fig.3): 780 0s 780 Ibs 8W Ibs 15W Iba 1898 nos $40 roc 6W IDs WA 7W Ibe 7481b9 8W Ib5 10921bs 6821bs 885 The 1120 It. MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Anchors 3 0.45`mm O,C.f UA20,M10.125-Alum.(Fig.4): WA WA WA WA NRA WA NTA WA NTA WA WA WA WA NIA 7151ba CAPACITY WHICH MAY BE USED TO QUALIFY 7 Anchor!F42ip(Fig.6k les las 195105 225Ios 44519, 8221Ds 13s IW 1401Ds 1771bs 37019, 18T las 33z ro5 4r3lut t7a las 2zt Ina 280Ibs ADDITIONAL ANCHOR OPTIONS FROM THE 2Anclrora 1.15'kttn.O.C.1 F-ab{Pig.Bk 240109 3'A lbs WA WA NTA WA t W ias NtA WA HtA tt7A NtA 341 ias 442169 560 ias ANCHOR CAPACITY TABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE I: FIGURE 2: PRODUCTREVISBD • , TABLE NOTES: OuwAg4 h°Pt9daa 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, AP00+Ootte "' ✓, . SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. -^j 1.000 r»- paid ay 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. I. We Pr ue1 'onuol �7 FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2,000" 1 I 1 i t'o I {� HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.2a `` a�Y LYNN FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. ``��1��,•'•V�CENSF'��F,p'; 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AGI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED a237116' � 4' FIGURE 4: FIGURE 5: FIGURE& CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED3'r' No.58705 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 1"X V X.375•MULLION LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND `0 - lX THE MATERIAL:H10 8 012 ANCHORS INTO WOOD MAY BE STEEL,18 S.S.OR 410 S.S. ��O 91E S •,41 ,`S10NAL tin 1'' A.LYNN MK ,P.E. FL P.E.#58705 TABLE 3AB r Mullion Capacity Table(Ibste) F OpeningWidth((orvgNcaly-spamlrgmUilons)orOpeningHeight(forhodzontely-sparring mullions) WW�sc� Sa 60N 60N 70 in 80 In 90 In 1001n 1201. Hain I80 In Y o 1%2.76% Rectangular Trapf"Wg. Reclerlgder Trep(Tdeng. Rectangular Treprrd Reclangdar TraprMeng. Raetongular Tra"ang, Rectengder TrapR6ang. Rectangular TreplTdang. Reelerlguter TropTdOng. Rtttengular Trap7aiang. yo rc Loading Loafing Loafing loading Loafing Load Loading Loafing Loading Loafing Loafing Loafing Loafing Loafing Loading Loafing Loafing Loafing c z V .376 Alum. d Tube T-191 •a Mulliona� g � �EE � � � �E 6 6 5 �. 6 6•' S 6 6 6 6 6� 6� fi h 6� - 6� F- g � � Z fl- Mullion 42 N 170.0 820 170.0 435 170.0 741 170.0 476 170.0 B6a 170.0 608 170.0 992 170.0 619 170.0 1118 170.0 621 170.0 1240 170.0 621 148.7 1301 170.0 521 127.6 1301 170.0 521 111.5 1301 170.0 121 O J W 48 In 170.0 708 170.0 524 170.0 850 170.0 884 170.0 992 170.0 630 170.0 1133 170.0 661 151.8 1139 170.0 677 138.6 1139 170.0 660 113.9 1139 170.0 680 97.6 1139 170.0 660 a5.4 1139 170.0 680 Q'8 0 50.625 In 170.0 747 170.0 563 170.0 8% 170.0 831 167.8 1032 170.0 684 148.8 1032 170.0 723 130.5 1032 170.0 747 117.4 1032 170.0 756 97.9 1032 170.01756 63.9 1032 170.0 756 73.4 1032 170.0 750 W o 0 641n 170.0 797 170.0 612 161.3 907 170.0 691 1382 007 164.7 730 120.9 907 152.5 720 107.5 907 145.0 714 96.8 907 141.1 710 80.6 907 140.0 709 69.1 907 140.0 709 60.5 907 140.0 709 C3 O 1-- M 60 N 141.1 735 151.5 625 117.6 735 130.3 81 t 100.8 735 118.0 699 50.2 735 106.2 590 78.4 735 99.5 583 70.5 735 95.1 578 58.8 735 91.6 574 50.4 735 91.8 574 44.1 735 91.6 574 F=-. J {{.. 831n 121.9 6611 130.0 670 101.6 666 111.5 557 87.0 660 98.9 647 76.2 668 90.1 538 67.7 660 83.9 631 60.9 We 70.6 628 60.8 808 75.8 621 43.5 668 75.6 521 30.1 666 75.6 521 :22 7 1,r 66 In 106.0 607 112.4 522 88.3 607 96.1 511 75.7 607 85.0 501 68.2 507 77.1 493 50.9 607 71.5 486 53.0 807 87.8 461 44.2 607 83.4 478 37.9 607 62.7 474 33.1 007 02.7 474 Z ED � •.2 o� 72 N 81.0 510 85.8 443 68.0 510 73.0 434 68.3 510 64.3 428 51.0 510 57.0 419 45.4 510 53.3 413 40.8 510 50.0 408 34.0 510 45.0 402 29.2 510 44.4 399 25.5 510 44.3 399 76 In 69.4 458 72.5 400 57.8 458 81.7 392 49.6 456 54.1 385 43A 455 48.0 378 38.8 458 44.6 373 34.7 458 41.0 368 28.9 455 37.7 382 24.6 458 38.0 359 21.7 458 35.7 358 J J� � rcZ 78 In 04.2 435 67.0 381 53.5 435 68.6 373 45.9 435 49.8 368 40.1 435' 14.7 360 35.7 435 40.9 355 321 435 38.1 351 28.8 435 31.4 344 22.9 435 32.8 341 20,1 43500 In 41.8 327 43.1 280 34.8 327 36A 265 29.9 327 31.8 280 26.1 327 28.3 216 23.2 327 25.T 271 20.9 327 23.7 286 17.4 327 2t.0 262 14.9 327 19.3 258 Q r Z N o 961n 34.4 287 35.4 257 26.7 287 29.9 252 24.8 287 26.0 248 21.5 287 23.1 244 19.1 287 20.9 240 17.2 287 19.3 237 14.4 287 16.9 232 03'O M a y0 i 1081n 24.2 227 24.7 205 20,2 227 20.8 201 17.3 227 .16.0 198 15.1 227 18.0 195 W x vUi O U) 111 In 22.3 215 22.7 194 ia.e 215 19.1 191 15.9 215 16.8 180 Q' N 1201n 17.6 184 17.9 .IV U x ¢ O O TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: d g` Z m(n to Anchor Capacity Table lbs a m� ANCHOR CAP.,e,,,,,� 8ubalrela: 2.7k Cottrelo 3.5k Conn. Hot-CMU Filled CBtU PTWood Afetal (DP,.)X( )=ANCHOR CAP., ;IY 5/IV Ella 1/4.69 Eko 5118'Elco 111'88 EI- alosted 112SI111 012 Sled MULLION CAP.,,,,,,,,, Anchor Clip Patterns Anchorrypo: 7116'Elco Ullmcon 1M'Eko on 3'18'Elco UlVtton 114'Eko UlVacm uurttm Agprecalor Ullmcon ApOreOaror Sttow(C5)scm(G5) serew(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge aatsme(In):K249lbs 2-1IT 1• 2-f2' 3-118• 1' 244 t• 2-IW 2• 3-118• 2• 9.40• 0.54' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embedment OnY. 1-314' 1-314• 1-314' 2 1-114' 1.114' 1-IM, 1-IN• 1-114• 1414- 2• fa18• 1.718' lades ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchore@4.75'Min.O.C./Slandard or OOsel Up(Fig.1r 390 or, 450109 8901M 1644@9 270 1b. 2801bs 3541bs 7401M 3741bo 6641bs 646lb3 341 to, 4421M 680109 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Awltora®1.15'Min.O.C.I Standard(orO0se9 Up(Fig.2): 700109 WA WA WA WA 380 lbs WA WA WA WA WA 682 @s 565 lb, 1120 lb. CAPACITY(FROM THE TABLE)OF THE SELECTED 4 ArlalnrS@3•RUa.O.C.1(2)215 Angle Gips I(Fig.3): 780Ibs 6801M 156011,3 1898@s 540 lbs 560lbs WA 760@9 1491M 880W 189211,9 662@9 8851M 1120lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR 2AnctKKs@0.45•Min.O.C.I U431p.Into.l2S Alum.(Fig.4): WA WA WA WA WA WA WA WA IIIA IUA WA WA NIA 715@s CAPACITY WHICH MAY BE USED TO QUALIFY I AmborI FC6p(FLa 195@9 225fM 445M a2 AM 1351b3 140@9 17T 1b3 370@9 ter its 37211,9 413 ros. fro lbs 2211Ds leo@s ADDITIONAL ANCHOR OPTIONS FR OM THE 2 Anchors @ 1.15'MIn.O.CJ F471p f.8): 350 lbs WA NIA WA WA 1901M WA WA WA WA WA aft IM 4421M 600 @s ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -RODUCPILBVISBD CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. wloplYing"Ah the Pbr)da u0dlo 1Ccdc�} �y-� cccppollco No-.k - {.lam. FIGURE 1: FIGURE 2: onDard TABLE NOTES: --' 1.000' I-- ' • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. diaml ado Product Control SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1 I I I I I FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 2 750• `\<��'ro`?���F...<..lee,(,f' 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. F ® O HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. = T1' No.58705 'y� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED E3715" "-j FIGURE 4: FIGURES: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0.90.WOOD SHALL BE PRESSURE-TREATED 3 YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' Q�•.- 5'A • THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1'X 275'X 375' ULLION .FLORtOP.•'• \`; LEAST.12,i THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND . . M ; S .,,.,.• �G '® ,�, �sio r�r 0 THE MATERIAL.N10 84112 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. A. WN)ItAILLE ;P.E. FL P.E.it 58705 TABLE 4A 4 MulllonCa ao Tadlo IdaM= Ope ®��ylx n}ne dill(for 9er6caly-sparring mUlions)or opening H6lght(for horizont9lysparvlrg mUllorls) b#t �5 601n 60 In 70 In 80 In 801n Win 1201n 140 in 1601n ffi O 1 x2.76x Racleng4Nr Traprldang. Rootangular 7rap?dano, Realanow. 7ra7JTdmg. TR-U.9dw Tiap7lang. Rectangular Tioprulwaa, Ractangelar Trap?darrg. Rootegutar 1WTdarp, Rootar46dar TmpTdang. Reofeng tar Trapt7lting.Loafing Loading Loafing Loading Loading Loading Loading Loafing Loading Loading Loading Loafing Loading Loafing Loadng Loading Loading.660A1um.Tvda ., �' �' � � �Mullion � rru 41 o a a � MpgpyyG4aL g .,loin I pact N Y E' S b' 3.+'S CD a I, o 42N 170.0 620 170,0 435 170.0 744 170.0 478 170,0 868 170.0 508 170.0 B92 170,0 510 170A Ills 170,0 621 170.0 1240 170.0 521 170.0 1488 170,0 521 158.7 1028 170.0 621 138.6 1820 170.0 521 A8N 170.0 TOB 170,0 52{ 170.0 850 170.0 561 170.0 092 170.0 030 170.0 1133 170,0 001 170,0 1275 170.0 077 170.0 1417 170.0 680 141.7 1417 170.0 660 121.6 U1T 170.0 860 100,3 1417 170.0 680 j w 50,626N 170.0 747 170.0 563 170.0 806 170.0 831 170,0 1048 170.0 884 170.0 1196 170.0 723 162,6 1246 174.0 747 146.3 1286 17010 756 121.9 1288 170.0 756 104.5 1286 170.0 758 01.4 1288 170.0 756 a LU O 64 In 770,0 797 110.0 612 770,0 958 170.0 691 170.0 1118 170.0 751 150.7 1110 170.0 003 131.9 1130 170.0 837 120.(1 1130 170.0 eye 100.6 1130 170.0 BBt 86.1 ItJO 170.0 '8111 75.3 1130 170.0 B81 m C? f- m 60N 170.0 BBS 170,0 701 148,5 B15 102.1 781 125.6 015 1d1.5 748 109.0 915 132.J 73S 87.8 Otb 12J.9 728 67.0 816' 118.5 720 7JZ 815 114A 715 82.8 015 114.4 715 61.0 915 114.4 715 I=- W J 63 J N 761.8 830 181.8 710 528.6 830 138.9 694 106.5 630 723.2 60l 04.9 830 512.2 670 a;,d 830 104.!1 602 75.9 830 09.4 656 03.3 830 04.6 849 5{,2 030 04.1 849 41.< 830 84.1 8{9 (�} 68N 732.1 767 140.0 850 110.0 76] 110.8 638 04.3 757 105.9 624 62.6 767 98.1 014 73.4 767 ODA 800 68,0 767 84.2 ODD 55.0 757 79,0 593 47.2 767 76.2 691 41.3 767 76.2 591 � yj a $$$ IlJ j 72 In 101.7 638 108,8 652 84.8 838 81.0 540 72.7 O78 BD.1 530 03,8 NO 72.2 521 56,5 838 66.5 514 $0.8 OM 023 508 42.4 630 57.2 500 38,3 018 65.3 A97 31.6 638 55.2 497 7819 88.5 571 00.4 498 72.1 571 78.8 460 8. 571 67.4 479 54.1 571 60,8 471 18.0 571 55.5 464 43.2 671 51.9 450 3&0 571 47.0 451 30.0 671 44.8 447 27.0 571 44.5 448 ^=-1 J rcZ Q s d 78N 60.0 542 63.4 474 88,7 542 70.8 165 67.1 542 62.1 458 50.0 542 55.7 49 44.4 S42 51.0 442 40,0 542 47.5 437 33.3 542 42.0 429 20.0 542 40.8 425 25.0 542 40.1 423 I--• N o 03N 527 407 63,7 381 43,4 407 45,4 335 31,2 407 39.6 349 32.5 407 35,3 343 20.0 407 32.1 336 26.0 407 28.6 334 21.7 407 26.1 327 18.6 1 407 1 24,1 322 18.3 401 23.0 310 00 In 429 3% 44.1 320 3S.0 358 37.2 314 30.7 356 32.4 348 me 358 28.0 304 23.8 358 20,f 30O 21.5 358 24.0 206 17.0 358 21.0 289 15.3 368 10.2 284 x y-qZ j 1061n 10.1 283 30.6 255 25.1 283 25,0 251 21.5 283 22.6 247 18.8 283 10.0 2M 10.7 283 18.0 240 15.1 283 '10.5 237 W x r1i fff N 218 287 29,3 242 23,1 287 2JA 238 10.8 287 20.8 235 17.1 287 18.3 231 15.4 287 10.5 228 N 120 4X o� N 22.0 229 223 209 18.3 729 tae 205 16.7 229 18.2 282 H TABLE 4B U x Q O O Anchor Ca ItY Tablefibs) ANCHOR CAPACITY ADJUSTMENT FORMULA: 3 r- Z 9O s:0 Subslmle: 2.79 ca mla ANCHOR CAP.,,n,,,•„ 3.5k Com. HoOox CMU Filled CJ•1U PT Wood Male! (DP,)X l ANCHOR CAP.- c �a ma N18•Eko 1/4•SS Eko S/f8'Eio 1/4'83Eko Oto Steei ef2steel 812 steel MULLION CAP.,,o„•,,,/ m I o, Anchor Clip Patterns Ancho type 3 16 Eko UtOacon 1/4 Elco U Oocon UlOaca 3116,Eko Ulvoson 114 Etco Ulhacon A90re6e w Ullman Agoreealor Sorow(05)scrow(GS) 8crmv(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge OisW440n}: F 2-tR• 1• 2-tn• 3•ue• n 2-tn• f•. 2.112• 21 3-11a- 2` 0.48^ 0.54- a3z4• CAPACITY REQUIRED'CORRESPONDING TO AN Embednanl4m: ty4• fy4• ty4• ty4• r !-1/4' 1-174' 1.1/4' 1.114• 1-0/4' 1-1/4• 2• me, 14116" wades - ACTUAL PRESSURE REQUIREMENT FOR THE 2Ancaors 484.75'M&r.O.C,1St¢ndaNa08sal c9p(Ftg.t7 390 lbs 390 lbs 450 lbs 8901). 16441_4 278 lb. 280 ibs 354 lbs 740168 374 lb, 6641_3 848 lbs 371 lbs 742tbs 6601_3 OPENING,WHEN IT IS LOWER THAN THE MULLION 4Anch-@1.16.5M.O.C.IStmilard(orOSset)Upfflg.2p 480la5 TOOIbs WA WA WA WA 3601_. WA WA WAwA WA 8B21bs 6631 nzgro. CAPACITY(FROM THETABLE)OFTHESELECTED 4Arxtprs E83.hon.O.C.t(2}Zrt5Angla Ctrs 1{FIg.3): 788IDs 760103 Sao lb. 15Wlb. 1896 ros 51016s 5681_ WA 760Ns 74sibs 860163 1892IM 8821bs 86563 1124 tbs MULLION.IT WILL YIELD A MINIMUM ANCHOR 2AncMra QOAV Min.O,C,I W)i p,N1o.125'Alum.(Flo.4k WA WA WA WA WA WA NIAWA WA . WA WA WA WA 715Th. CAPACITY WHICH MAY BE USED TO QUALIFY I AneSIXlF•CGp(F41.5}: tHs tb. 195 tba 225160 446163 822013 136163 14_1_3 7711_3 370lbs 18716. 3321bs 47316. 170 lbs 2z116s 28o lbs ADDITIONAL ANCHOR OPTIONS FROM THE 2 Arwhas 4111.15'A11m O.CJ F-01p(RD.6):j 240160 3501_3 Wn WA WA WA iB01es WA WA WA WA I WA 341)be 442 fbs 6601_3 ANCHOR CAPACITY TABLE. $8p NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. RODUL?72By1 CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. coatp17t1/0 EVI[be Ftorfda undNg On& FIGURE 1: FIGURE 2: TABLE NOTES: 4 plow No • • O 0 --) 1.060' �- °" a" /2111_ 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. ly •' • ® SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 41am1 ado Product Control itltltlt1t1J7j 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3.1 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750• ��� '•�.SCENS,,c•'•�E.f> • D • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. Tr it FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO,ASTM 690.WOOD SHALL BE PRESSURE-TREATED a�; 0' _-0:• FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125' •'. t.� �� :•7t! ' S ATEO- CC/ti THICK.STEEL STUDS 70 BE A MINIMUM GRADE 33 AND.q45'THICK(18 GAUGE)..STRUCTURAL STEEL TO BE AT % ,p'•, 4( • LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND l'X2.75'X.650'MULLIONSC ••F4ORiDP•'-t-j���` THE MATERIAL,010&1112 ANCHORS INTO WOOD MAY BE STEEL,1"S.S.OR 410 S.S. ���7iS�ONFl}1.E��`�� A.LYNN IM111 LER,P.E. FL P.EJ158706 TABLE 5A a n Mullion Co ao Tablo IbsM?) 11 jx5r Oponln9Width(for oeAlcBlysparrJrgmWlore)orOponinBHaight(forhod MaksparclrgmUtions) 196 a 501n 601n 701n 8010 90 In t001n 12oln 1401n 1601n 096 O )°a Co F Rectangular Tropmdang. Ractmgtd Tmp/Tdang. Raclangular LLoaj g. Root Ingar Tep/Tdang. Reolangular TrepRdang. ReclanpWar TrepRdang. Roclan6alar Tr Loading ReclengWar TrepTderg. Rectangular TrapRdeng. 0 o.g w 1"%3.125" Loading Loading Loading Loa ng Loaft Lwdng Lwdng Loading Loading Loading Leading Loading Loadn9 Loading Loading Lwdng Loading Loading Fa: v .60D"Alum n p a a p p a A a p a a a N LL Tubo Mull v a •§ .. a a.. 74 �u v.. 8 Fs,. a�,. a -a B a •q p 2> ?' •Fa., p 2• o g v m F- �x o rc 421n 170.0 620 170.0 435 170.0 744 170.0 476 170.0 888 170,0 508 170.0 992 170.0 519 170.0 1716 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 164.4 t802 170.0 521 46 In 170.0 708 170.0 $24 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 881 170.0 1275 170.0 877 170.0 1417 170.0 680 157.7 1577 170.0 050 135.7 1577 170.0 060 118.2 1577 170.0 ael) �,e � 50.625 m 170.0 747 170.0 683 170.0 806 170.0 631 170.0 1048 170.0 684 170.0 1185 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 141.7 1495 170.0 760 121.5 1495 170.0 758 108.3 1495 170.0 758 LLI 03 o re 54 In 170.0 797 170.0 6t2 170.0 958 170.0 591 170.0 1118 170.0 754 170.0 1275 170.0 803 166.1 1401 170.0 637 149.5 1401 170.0 850 124,0 1401 170.0 801 106.6 1401 170.0 601 93.4 1401 170.0 Sol M U 601n 170.0 865 170.0 70f 170.0 1003 170.0 797 158.5 1150 170.0 878 138.7 1150 167.0 928 123.3 1156 158.5 817 111.0 1158 149.7 010 025 1156 144.5 003 79.3 1156 144.6 803 69.4 1158 144.5 903 03 in 170.0 930 170.0 745 159.6 1049 170.0 650 137.0 1049 155.5 600 118.6 7049 141.7 840 100.5 1049 1326 630 95.0 1049 125.6 828 79.9 1049 119.3 620 08.5 1049 116.9 079 59.9 7048 116.9 810 (n C 661. 188.8 ASS 170.0 700 139.0 BSS 151.3 801 119.1 055 133.7 788 104.2 855 121.4 775 82.6 955 1120 785 83.4 055 tag.4 7117 BB.S 055 99.8 746 59.11 955 96.7 748 52.1 055 08.7 740 d g $?� j 721n 128.5 603 174.9 897 107.0 803 114.8 882 01.8 803 101.1 870 80,3 803 01.2 859 71A 803 e3.A NB 04.2 803 78.(1 842 53.5 803 72.2 832 45.8 BD7 89.8 626 40.1 803 69.7 827 J J oZ 761n 109.2 721 114.1 626 01.0 721 97.0 816 78.0 721 65.1 605 68.3 721 78.6 595 60.7 721 70.1 666 64.6 721 65.4 679 45.6 721 69.4 569 39.0 721 58.6 SM 34.1 721 56.1 583 Q ? r 761n 101.0 8N 105.4 589 84.2 684 89.4 587 722 684 78.4 576 63.1 684 70.4 567 56.1 684 64.4 658 50.5 BN 59.9 551 42.1 684 54.1 541 30,1 684 51.3 S36 31.6 684 50.6 $34 Z � Q cm O Z +n Z ' 00 N 65.8 614 07.9 450 N.8 514 67.3 446 47.0 514 50.0 440 41.1 514 44.6 433 311.6 514 40.5 427 32.9 514 37.3 421 27.4 514 33.0 412 23.6 614 30A 406 20.6 614 29.0 403 Q W o 061n 54.2 452 55.7 404 45.2 452 47.0 396 38.7 452 40.9 390 33.0 452 36.4 3N 30.1 452 32.0 378 27.1 452 30.3 373 22,6 452 28.8 385 19.4 452 24.2 359 16.9 452 226 355 b s U5 �m S o 1081n 36.1 357 36.0 322 31.7 357 327 317 27.2 357 28.4 312 23.8 357 25.2 308 21.1 357 22.7 303 18.0 357 20.0 200 15.9 357 18.0 263 13.6 357 16.2 267 11.9 357 75.0 283 U1 N Y Y 1111n 35.7 338 35.8 308 28.2 338 30.1 301 25.0 338 28.1 298 21.9 336 23.1 282 19.5 338 20.8 280 17.5 336 19.0 284 14.6 338 16.5 278 12.5 338 14.0 273 11.0 336 13.8 269 M fJ) M 7201n 27.7 289 26.2 263 23.1 289 23.7 259 19.0 289 20.5 258 17.3 289 16.1 252 15.4 289 16.3 246 1 13.0 1 289 14.0 248 1 11.6 289 1 12.8 1 240 0.9 289 11.4 238 8.7 280 10.4 232 U X Q 0 0 Q..� Z TABLE 58 ANCHOR CAPACITY ADJUSTMENT FORMULA: AncharCe act Table Iba ANCHORCAP.,,,,,,,,, SuWlrale 2.7k Cache 3.5kcanc. Iloamv C1,IU FNcd CMU PT\Yacd ktda (DP„o)X( >=ANCHOR CAP.,,, 916^Eleo 1/4'SS Eko N1c Elco ll4'SS EIco BID Sled 612 Sleel 612 Steel MULLION CAP.,__ AitchorCllp Petleme Anther Typo: &16'Elto Ullracw U4'EkOUttmcon WtV Elco UArectn t14'EkO Uttmc00 uttracon Aggreodior UAracen A99MG81or Screw(G5)Stray(G5) SIM(G5) USE THIS FORMULA TO OBTAIN THEANCHOR Edger Distance(InY 1• 2.11T 1• 2.112' 3.1/8' 1. 2-1/2' 1• 2-U2' 2' 3.1/6' 21 0.48^ 0.54• 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN Embedment#211194• 1a•4^ Iar4• taro' 2• 1-114• 1.1/4• 1-114• 1.1/4' 1-I/4• 1-114' 2' 1a.B• 15'8• vanes ACTUAL PRESSURE REQUIREMENT FORTHE 2Anchors@4.76•Mia O.C.I Standard ar005el Clip(Fla.1Y 39010, 380las 4501as a8006 ISM lbs 27010, 280 Ion 351 IDs 740165 374 lb, eN lbs 876105 341 lb, 442 Its IS01bs OPENING,WH EN IT IS LOWER THAN THE MULLION 4 Anchors C�1.15./.11n.O.C./Standard(m 0(5et)Clip(Ig 2)' 4801bs 7001115 11/A IUA IUA NIA ifflbG r1lA r11A IIIA IUA IVA 68210, B651bs 112D IDs CAPACITY(FROM THE TABLE)OF THE SELECTED 4AncrlOrs®3^MIn.O.C.1m 2c5 Angle UPS/(Rg.3) leo lbs 7a0lrs 680 IDS 156010, 1iMilos Nolbs 560 ft NIA 760th, 748 IM 880 lbs 18921re 6021DS e851bs 112016, MULLION.IT WILL YIELD A MINIMUM ANCHOR 3AM ®0.45•LIIn.O.C.lU4;Gp,Inlo.125"Alum.(F19 4) run 1uA NIA we nrA wA ruA NIA ruA over rvA IUA rl/A IUA 1013 Na CAPACITY WHICH MAY BE USED TO QUALIFY t Anchx/F4;Bp(MO.6Y IBS IDs 105Inc 225lbs 445101 822lbe 13510, 14010, 177105 37010, 1B71w 3.'121 473 Rs 170105 221 lbs 280Im - ADDITIONAL ANCHOR OPTIONS FROM 7HE 2Anchm@I.16•I.Iia O.CJF-0g 96• 2401bs 3'A IOs. IUA IUA NIA N!A [BO Iba IIfA IUA RIA IUA IUA 311109 44210, fB01ba ANCHOR CAP ACITYTABLE. RODUCI'RHVlSBD NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. wr9Plying s.hh the Pbdda H1.000'-i u8dlgg Lbdc � nr� cocDleneo No l!5 FIGURE 1: FIGURE 2: TABLE NOTES: 1t11(IoaAotc 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. lame ddc Produce Control e SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. - 1111111111/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3.125' `�\ p\Y,,.•.•••.., N d1l( FIGURE3: \CEt4 \��,Z, O 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. Q•, SF' ,F,Q • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 3+t•;' '•,>'�' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.50705 1-0 ANGLE CLIP MUST BE USED IN PAIRS. - 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .500' i Vt 0 CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED5 r W FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.75 AND BE A MINIMUM OF.125' ��C)'•, STATE OF 1'X 3.125'X.S"MULLION '•.,F(ORlO, THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE),STRUCTURAL STEEL TO BE AT (1'VF MULLION) 'r�(O „,,,,P•' tj�� THE MATERIAL THICK AND 136.ALL ANCHORS INTO METAL SHALL EXTEND A7 LEAST 3 SCREW THREADS BEYOND i //, � Q Q THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. X11 i r/OtVAL A.Ly'u /MILLK P.E. FL P.E.#58705 TABLE BA � r Muiflon Capacity Table lbs OpeningWldth(lorvenicellyspandfVMUllons)OrOpeningHelght(forhoAzonleUy-spatWfxjmUUons) �G'�qa q 601n 60 In 701n Bo In BDtn 1001n 120 In 14014 1601n wOa12 fte tsn9Wm TIWM-w Rectanewu Trowmang. Reclan9ulm RapRd w RmtarOda7 TtaptidaoX RmIangWm T, I' ROclangder TWITAsna, Reolenaw" Tra"sn9• Re4ten9der Twgilfeng. Reotwgutm 7mp1Tdenx 1%4x.126 Loading Loadna Loading Loading Loadng Loadrrg' Loadng Loadn9 LoadeN Loading Loading Loadmg Loading taadn9 Loadn9 Loadng Loadn9 Loading Alum.Tuba .. o.. -fa OA'.. - ' ate., - a.. 1 „ ' -� -f -f � Eel Mullion fa a �� a a N d 1 9 1a � � LLO z � 421n 170.0 620 170.0 435 1Ttl.0 144 1]0,0 4T¢ 170.0 880 170.0 608 170.0 992 170.0 610 170.0 1116 170.0 621 170.0 1240 '470,0 621 170.0 1488 170.0 621 146.8 1489 170.0 621 127.8 1409 770,0 821 LD 48 In 170.0 708 170.0 624 170.0 650 170.0 664 170.01 092 170.0 '630 170.0 1133 170.0 661. 170.0 1275 170.01 677 156.3 1303 '170.0 1 660 130.31 130.1 170.0 Egg 111.7 1303170.0 680 97.7 1303 170.0 680 7 X 60.62514 170.0 747 178.0 663 170.0 888 170.0 831 170.0 10461 170.01 694 170,0 1185 170.0 723 168.1 1235 170,0 747 140.6 1235 17101 756 117.1 70.0 1235 1 766 100.4 1235 170.0 768 87.8 1235 170.0 766 2 o 641n 170,0 787 170.0 812 170.0 058 170.0 691 170.0 1110 170.01 761 1 154.0 1158 170,0 803 1372 1168 170A 837 123.5 1758 ,170.0 658 102,9 1158 170.0 061U-1 81602 1168 170.0 881 77.2 1158 170.0 861 Ca O 601n 170,0 885 170,0 rat 166.7 7042 170.0 797 142.9 1042 161.1 832 125,1 1042 146.7 015 111.2 t042 138.8 801 100.0 1042 130.2 791 83.4 1042 123.1 782 71.5 1042 125.1 782 62.5 1042 125,1 702 J 631n 170.0 930 1 170.0 745 161.2 892 183.6 618 129A 992 144A 789 713.4 992 131.01 782 100.8 892 1214 766 80.7 892 114.8 The 76.6 a92 108.4 745 84.6 832 108.0 744 56.7 9922 108,0 744 � J 06 In 165A 947 170.0 749 137.8 947 146,0 766 116.1 947 .130.3 768 103A 047 117.7 752 914 847 108.7 738 82.7 947 1022 727 60.8 947 95.1 713 69.1 047 94.0 711 51,7 947 94.0 711 z 7214 135.8 949 142.7 737 115.2 049 t2t.6 722 074 849 106.8 708 84,9 848 98.4 696 76,5 1 849 88.7 606 67.9 8{9 1 02.7 076 56.6 840 76.3 659 48.5 849 72.6 652 42.6 849 72.4 651 a U-1 =/ 761n 116,6 762 120.7 685 90.3 762 102.6 652 02.5 762 90.0 640 72.2 762 80.9 629 04.2 762 74.2 620 67.6 762 692 613 48.1 762 62.8 602 41.3 702 69.9 697 30.1 762 69.4 696 J rn rcz O Q J V 7814 108,8 724 111.4 6N 89.0 724 84.0 621 76.3 724 92.0 609 664 724 744 698 6114 724 68.1 691 63.4 724 63.4 SeJ 14.6 724 57.3 $73 36.2 724 54.3 667 33.4 724 63.5 566 80)n 69.0 643 71.8 463 66.0 643 60.7 474 49.7 543 52.9 468 416 50 47.1 468 38.6 643 42,6 462 34,8 643 39.6 440 29.0 643 34.0 438 21.8 643 32.1 430 21.7 643 30.7 426 z N o Q z 06 In 57.3 470 68.0 427 47.0 476 49.7 419 419 478 43.2 412 35.8 476 38,6 400 31,8 476 34.6 400 28.7 478 32.0 395 23.0 410 28.1 306 20.5 478 25.6 360 17.9 476 24.2 376 N N s7t p � 108 In 40.3 371 4t.1 341 33.5 377 34,6 335 28.6 377 30.4 330 25.2 377 20.0 325 22.4 377 24.0 321 20.1 377 22.0 317 16.6 371 18.0 310 14.4 377 17.1 304 17 a-W o 0 III In 37.1 367 37.6 323 30.9 357 31.8 318 26,6 357 27.6 313 23.2 357 24.4 309 20.6 357 22.0 305 16.6 357 20.1 301 15.4 357 17A 294 � � 2 Y 12014 29.3 300 29.8 279 24.5 306 26.1 274 214 300 21.7 270 18.3 306 18.2 207 18.3 308 178 263 144in 17,0 212 172 106 Q x Q Q '� z TABLE613 ANCHORCAPACiTYADJUSTMENTFORMULA: 8��� Anchor C9 self Table fibs) ANCHORCAP.,._,,,,, -x substrata 23k Co Mo 3.5k Cona HO9owCMU Poled CMU PTWOW Motet (DP,)X� )aANOHOR OAP.,,, 5110•Eko 114'6S Eko 511V Elco 114'SS Elco 010 81eel 012 Sleel 1112 Sled MULLION CAP.,,,,,,.,, Anchor CUP Pattems A.1w Type: 3116•Eko Ultmcon 114-Eko Wee. ul mon Y1e'Eko Ulumon 1/4'Eko Wbacon Appm(Wot Unracot AggteGstw 85 (05)Setew(G5) Sem(W) USE THIS FORMULA TO OBTAIN THE*ANCHOR Edo[Alamo(14): 1, 2-1/2' 1• 244 3-1/6• 1' 241r 1 2.12' 2' 3.118' z• 0.0 0.64" 0.324• CAPACITY REQUIRED".CORRESPONDING TO AN Embedment ft. lata• taro• 1-34' sal4' 2' 1-1/4• I-Im 1-1/4' 1 1.114' 1-114' 1.114' 2• 1-178• Ia)8• +noes ACTUAL PRESSURE REQUIREMENT FOR THE 2Anomrs 04.76•MIn.0.C./standard or O9sal Crp(Fq.162): 39016. 390@8 4 50 lbs6901W 164 IW 21016. 280109 35416. 74011. 3741ba 66410-1 948165 xl ms 442 lbs 66010. OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Amhas M 2.25•Mm.o,c./SI&ndwd(0r 01.06 C9p fFq.3Y 700 lbs too 2s 14101bs 952 W WA So 2s wA 630Ibs WA ew It's WA 8621bs W5 lbs 1i201b0 CAPACITY(FROM THE TABLE)OF THE SELECTED 8 Anal sQI.IY MIn.0A r Standard(ar06sef)Cap(ft.4k 960Ibs 14001bsWA WA WA 7601bs WA WA WA WA wA 138316. 177025 2240 IN MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anoh%s Q 3•Min.D.C.1(2)N5 Anglo[Ips I ft.5Y 7801bs 780160 IND lbs 1896 2s 5401b. 560IM WA 7601bs 7462. 8801bs 18921bs 682lb. 885lbs 11201bs CAPACITY WHICH MAY BE USED TO QUALIFY 6 Analoz0 Y MIn,O.O 1(2)2x6 Apate Cups I EFLY. 1170lbs 1170104 234D lbs 264416. 070110 8401bs WA tidolbs 1t221be 13202. 283816. 10221bs 132720 16801b5 ADDITIONAL ANCHOR OPTIONS FROMTHE 4Amtora x 0.45•Mtn.O,G/U49fp,Into.12W Alum.(ft.7): NIA WA WA wA WA. N/A WA WA WA WA WA WA NM 1430100 ANCHOR CAPACITY TABLE. PRODUCTRBVISBD 2Anzt c@Z2VMtn,O.CJFC1W(Fla.BY 3502. 35025 7052. 4782s NTA 2801b. WA 3S515s " WA 4d0fbs 'WA 3{1160 442ibo 56tlIM is0arigrly)ngsvA14fh8Pioridd 4Anclom®1.15'MIn.O.CJ F-0Ip fFq.9): 4801ba 7DO Ib9 WA WA WA WA 3801bs WA WA WA WA WA 6821ba 00516. 1120 Ns BUOdIDg Code ,1'117 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. --j 1.000' t--- AcsrDtmtc•NO LJ1+ ale TABLE NOTES: �atnl 0 Product Control FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8; FIGURER 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE • • • • • • • • • • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. / 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \$. �,tGENSF •, .Q • •' • 'v • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE'SHEETS 21.23,HOLES a.00a" No.58705 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW FIGURE 5: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. • • • • • a)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED • t f TE • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM 70 ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW .125' %OT''•. F P,:'`C\� LOR10, • • • SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.15 AND BEA MINIMUM OF.125"THICK.STEEL • STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125•THICK `f 1Ir S(ONAyrls` ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.910& y'X 4•X.125• I/ #12 ANCHORS INTO WOOD MAYBE STEEL,18-BS.S.OR410S.S. h1ULUON A.LYN(JMILL�R,P.E. FL P.E.#68705 TABLE 7A on Mullion Capacity Table Ibstfe Opening Width(forver6calyspalrllrg mullions)orOpening Height(for hoftordelly-sparring mullions) 1": �501n 601n 701. So in 901n lob in t201n 1401. 160 in 1LRoelongular TrapRdenp. Rectangular TrepTdane• ReclenBular heplTdane• Reetsrgular Trap/Tdane. Rectangular TralYTdeng. Rectangular Trapmang. Recloneular 7mPRdano. Reclangrdar TreplTdarg. Red 9.1.1 TreP/Tdang.1x4x.375 � Loafing Loadng Loafing Loading Loadin8 LoadnB Loafing Loadne LoadnB Loafing Loafing Loadng Loadrg Loadne Loafing l.00dn9 Loadn9 Loafing noy x U Alum.Tubo &„T„ r r r r r r r p r r r _ r r r a r p r p r p ?_ r r r ^ z.. z a a $ z.. z g.. Mulllon g ]1 S �, N s s s� a. s s� "s�sm 42 In 170.0 620 170.0 435 170.0 744 170.0 478 170.0 858 170.0 506 170.0 892 170.0 619 170.0 1116 170.0 521 170.0 1210 170.0 521 170.0 1486 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 521 J W 481n 170.0 708 170.0 624 170.0 650 170.0 654 170.0 092 170.0 630 170.0 1133 170.0 WI 170.0 1276 170,0 677 170.0 1417 170.0 680 170.0 1700 170.0 GBO 170,0 1983 170.0 680 151.8 2024 170.0 660 60.6261. 170.0 747 170.0 1163 170,0 686 170.0 831 170.0 1016 170.0 884 170.0 1195 170.0 727 170.0 1345 170.0 747 Of 6 170.0 1494 170.0 756 170.0 1783 170.0 756 166.0 1919 170.0 758 138.5 1919 170.0 750 �o 54 in 170.0 797 170.0 612 170.0 958 170,0 get 170.0 life 170.0 754 170.0 1276 170.0 603 170.0 1434 170.0 837 170.0 1694 170.0 658 169.8 1799 170.0 881 137.1 1799 170.0 661 120.0 1799 170.0 081 m CD O M 601n 170.0 885 170.0 701 170,0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170.0 996 155.5 1618 170.0 1033 128.6 1619 170.0 1063 111.0 1610 170.0 1063 07.2 1618 170.0 1063 1-- J 631n 170.0 930 170.0 745 170.0 1116 170.0 550 170.0 1302 170.0 940 170.0 1488 170.0 1016 168.7 1642 170.0 1076 141.0 15{2 170.0 1122 117.6 1542 168.8 1168 100.7 1512 187.0 1167 80.1 11512 167.8 1157 661n 170.0 974 170.0 769 170,0 1169 170.0 903 170.0 1364 170.0 1002 160.8 1472 170.0 1068 142.8 1472 168.8 1146 128,5 1472 156.8 1130 107.1 1472 147.8 1108 91.6 1472 146.0 1104 80.3 1472 146.0 1104 z (2 721. 170.0 1083 170.0 670 170.0 1275 170,0 1009 150.8 1320 166.2 1101 132.0 1720 149.9 1082 U7.3 1320 137.8 1066 105.8 1720 128.8 1019 88.0 1320 117.0 1024 73.4 1320 112.6 1013 88.0 U20 1f2b 1012 1111WaW "t 761n 170.0 1122 170.0 937 149.6 1184 169.4 1013 128.2 1164 139.9 99{ 112.2 1164 125.7 970 99.7 1184 115.3 964 89.0 1184 107.5 852 74.6 1184 97.8 035 64.1 1184 83.1 927 56.1 1184 92.3 925 J U)a cZ _I r � 7B In 168.1 1124 170.0 987 138.4 1124 147.0 065 118.6 7124 129,8 047 103.8 1124 116.6 ell 92.3 5124 105.8 918 07.0 1124 98,6 900 69.2 1124 89.0 090 59.3 1124 81.3 881 51.9 1124 83.2 -070 •J T" 901. 108.1 &/ 111.6 760 00.1 844 96.3 738 77.2 844 BL1 724 679 814 73.3 712 60.1 644 60.6 702 64.0 844 61.4 681 45.0 814 64.2 078 38.8 844 60.0 688 31.8 814 47.7 662 Q g Z N �r 901n 69.1 742 01.5 663 74.2 742 77.2 652 63.6 742 67.2 641 653 742 69.8 631 49.5 742 64.1 622 44.5 742 49,8 614 37.1 742 43.6 600 31.8 742 39.8 590 27.8 742 37.5 664 � to� ap 7081. 82.8 686 63.9 630 52.1 688 63.8 521 44.7 568 46.6 513 39,1 688 41A 605 34.8 688 37.3 498 31.3 586 34.2 492 28.1 586 29.6 461 22.3 606 28.6 472 19.5 586 24.7 466 (n O?� o 111 N 67.6 655 60.6 603 45.0 655 40.6 495 41.2 655 42.8 467 36.0 555 38.0 460 32.0 555 34.2 473 26.8 655 31.3 497 24.0 555 27.1 457 20.6 555 24,3 448 10.0 555 22.4 442 a R 012 1201n 45.6 475 46.4 433 38.0 475 39.0 426 32.8 476 33.7 420 28.5 475 29.8 414 26.3 476 26.8 409 22.8 475 24,6 401 19.0 476 21.1 393 16.3 476 78.1 787 14.3 475 17.2 761 U x Q O O 144 b 28.4 330 26.7 305 22.0 330 22.4 301 18.0 330 19.3 297 16.5 370 17.0 283 d e Z TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: �+ �m� Anchor Capacity Table Iba ANCHOR CAP. ,,, eubelrata: 23k Canard. 3.5k Cono. 11.11-CMU Filled CAW PTWcod Metal (DIR-)X( >=ANCHOR CAP.,,, 5116'Eko 114'SS Eko 5rI0'Elco 1/4'SS Eko 010 Steel 812 Steel #12sled MULLION Anetwr type: L15 Eko UlVecon 114'Elea UlVaean 3116'Elco UlVaean 1l4•Eko UlVeco7 Anchor Clip Patterns utaocon AggmGolar uiiracon AO9re6elor Sam(O5)scmv(051 suave(Ds) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Distance(in): 1' 2.114' I 1' 2.12• 3-98• 1' 2412• t• 2.1rl' 2• 3.118' 24 0.46- 0.54' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embedment(m): 1.314' F3901b. 1-310• i.Y4' 2- 1-1/4' 1-1/4' 1.1/4' 1.94' 1-114• 1.1/4• 2- 138• 1-318• lades ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchors Q 4.75•Min,O.C./Standard o Offset Clip(Fig.162Y 390 lbs 450 lbs 890 lbs 1044 lbs 270Ibs 2801bs 3541bs 74016s 374 ibs g841bs 9401W 34110s 442160 5601bs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anehas®2.25 Min.O.C.I Standard(or Olbet)Clip ff .3): 7001bs 5801bs a 16, 9521bs WA 560lbs WA 630lbs WA aso Ibs WA 682 ros 885lbs 1120 Ibs CAPACITY(FROM THE TABLE)OF THE SELECTED AnaMra 1.15Alin.O.O./S1',1wd(orODset)CAp(Fq.4p 9601as WA WA WA WA 7001be WA WA WA WA WA 1383lbs 1770lbs224016, MULLION.IT WILL YIELDAMINIMUM ANCHOR 412.3 1•MIn O.C.1(2)2x5Angb CLps I'It S): 780 ias 6801as 156016, 1896 Ibs FAD las 660lbs WA 768 gas 740160 880 IM te9z lbs aez lbs 86s lbs n2a lbs CAPACITY WHICH MAY BE USED TO QUALIFY 6 Arwbus®3•Min.O.C./(2)2x5 Angle fps I(FID.B): 1170 lbs 1020lbs 2340 Ibs 2844Ibs 811 lbs 64016, WA 114016, 1122160 1320lbs 28.lbs 102216, 132716, 1SoADDITIONAL ANCHOR OPTIONS FROM THE 4 Anchors®DAY Min.O.C.I U421p,Into.125•Alum.(Mg.7): WA WA N/AANIA WANAWA WA N/A WA WA NIA 147010, ANCHOR CAPACITY TABLE. RODUCfREVISED 2 Amhom®2.23'Mln.O.CJ F421p(Fig.Bi: 350 ros 280IDs 705lbs 470Ibs N/A 2601bs WA 315lbs WA 440 Ibs WA 341 Ibs 4421bs 56D lbs R adlcomODD,yintli 611t1a PIwIi10 4AMhorsM1.16'Min.O.C7F4]Ip(Fig.9): 480 ibs WA WA WA WA sag los WA WA WA WA N/A 682 IDS BBS IDs 11201bs u0dla8 Cbtia Att�•p)mc0 tso .�- NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 1.062' f-- -j 1.000• 1, on n TABLE NOTES: 4iami Dade Product Control FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION 711 I I 1 I ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. • • • • • • • • • • F. - N 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 4.000' = No.58%05 ' SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000' SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. FIGURE 5:` FIGURE 6: -FIGURE 7: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND 1 • • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-9D.WOOD SHALL BE '�Q•'., rsTATE( r • • • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0A ALUMINUM SHALL BE �.`'••.F<ORIOP,.•.G�; 6083.75 AND BEA MINIMUM OF.126'7HICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045' .375' 376" THICK AN 25 0 A36.ALL CHORS ANGLE CLIP(FIGURES 586)MUST BE USED IN PAIRS. INTO METAL THICK('18 ASHALL EXTEND AT LEAST 3 SCREW THREADS STEEL TO BE AT IBEYOND THE MATERIAL.910&#12 1'X 4'X.375 1•X 4'X.375' ////��NA71 11\\` ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 'T'-MULLION MULLION A.LYN{�I.#58 0 P.E. FL P.E.#58705 TABLE 8A H�N MulllonCapacity Table Ib6#ta Opening Wldlh(for verticalyspeming mi ions)or Opening Height(forhod2pr9noy-spannIng mUllons) 5,! a 501. 601n 701n 801n, 001n 100 in t201n 140 in 160 In �•q p 1,26"X Reolan9ular Raplydang• Rectongder Trep7Man9• Rectangular isXlklan9. Rectangular RapRdang. Rectengular T.pRdarg. Raotengrlar TraplTdenB• Reetengder ltepfTdenO• Recten9ular Trepritlen9. Red gdor Treprrdang. 4: Loadn9 Loadn9 LoadnB Loading Loading Loafing Loafing Loadng Loafing Loadn9 Loadn9 Lwdn9 Lwdn9 Loadn9 Loafing Loadnp Loading L-,r,g �Z+ z U 5.168"It .266"Alum .. „ � Tube Mull I >� �.� FS •� 3� 3 N i 3 3 43 S 3 S 3 3 3 3 3 3 3' 3 3 3 3 3 3 r9 S S Z -� 0 Ina� m I- LD 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 880 170.0 SW 170.0 992 170.0 610 170.0 1118 170.0 671 170.0 1240 170.0 621 170.0 1488 170.0 621 170.0 1735 170.0 621 151.6 1769 170.0 62I 481n 170.0 708 170.0 624 170.0 650 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 677 170.0 1417 170.0 680 164.8 1546 170.0 680 132.7 1548 170.0 660 116.1 1648 170.0 680 50.625 In 170.0 747 170.0 663 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1105 170.0 723 170.0 1346 170.0 747 167.0 1468 170.0 756 138.2 1466 170.0 768 119.3 1468 170.0 756 104.4 1468 170.0 756 n S 0 611n 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1118 170.0 754 170.0 1275 170.0 803 163.1 1376 170.0 637 146.8 1376 170.0 850 122.3 1376 170.0 N1 104.8 1376 170.0 861 91.7 1378 170.0 861 m U) OF 601n 170.0 885 170.0 701 170.0 1063 170.0 797 159.9 1168 170.0 878 139.0 1158 167.4 830 123.6 11118 158.8 919 11t.2 1158 150.0 812 92,7 1158 144.8 905 79.4 1158 144.8 905 69.5 1158 144.8 905 I=•. W Q J 631n 170.0 030 170.0 745 160.1 1051 170.0 850 137.2 1051 155.9 882 120.1 1051 142.0 846 108.7 1051 132.3 831 96.1 1051 125.7 830 80.1 1051 119.6 822 88.8 1051 119.1 621 60.0 1051 119.1 021 rG 66 In 167.1 857 170.0 789 139.3 957 151.6 805 119.4 957 134.0 700 104.4 957 121.6 777 92.8 957 112.8 787 83.9 957 106.6 759 69.6 957 100.0 750 69-7 957 98.8 748 52.2 857 08.9 746 72 In 128.7 804 135.2 698 107.3 804 116.2 684 91.8 8N 101.3 071 60A 004 91.4 660 71.5 604 04.1 650 84.4 801 76.8 043 53.6 804 72.3 633 46.0 804 69.9 629 40.2 804 69.8 628 kW 761. 109.4 722 114A 630 91.2 722 97.2 610 70.2 722 86.3 606 68A 722 76.7 596 80.8 722 70.3 688 51.7 772 65.5 680 45.8 722 69.5 670 39.1 7r1 60.7 665 34.2 722 60.2 6N JQ rc 781. 101.2 685 705.8 600 84.4 805 89.0 586 72.3 605 785 671 63.3 685 70.5 680 50.2 685 64.5 680 50.6 605 80.1 663 42.2 685 04.3 643 36.2 885 61A 637 31.8 885 60.7 536 F- N ,- .- 901n 65.9 515 68.0 457 54.9 616 87.5 449 47.1 515 50.1 441 41.2 515 44.7 434 38.6 515 40.8 428 33.0 515 37.4 422 27.5 515 33.1 413 Tab 515 305 407 20.6 515 29.1 404 ¢ x Z N 961. 04.3 453 65.6 404 45.3 453 47.1 397 36.6 453 41.0 391 33.9 453 36A 305 30.2 453 33.0 379 27.2 453 30.4 374 22.6 453 26.6 366 19A 453 24.3 360 17.0 457 22.9 75G � 00 ft o0 1081. 38A 358 39.0 323 31.8 358 32.8 318 27.2 356 28.4 313 23.0 358 25.2 308 21.2 358 22.7 304 10.1 356 20.8 300 15.9 356 16.0 293 to J, w CO 1111. 35.1 338 35.8 306 29.3 336 30.1 301 26.1 376 28.1 297 22.0 338 2J.2 283 19.6 378 20.9 209 17.8 336 18.1 205 IY X 1201. 27.8 290 28.3 264 23.2 280 23.8 760 19.9 280 70.8 256 17.4 290 18.2 263 16.d 290 10.4 249 U N QOw ?� 1441n 18.1 201 18.3 106 d a- Z TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA: U s.0AncharCe act Table lbs 0ANCHOR CAP.r,",,,,,, o ia SUM1a10 2.7k Corcnse 3.6k Calc. Ho9mv CI4U Flued CMU PTWwd Metal (DP)X( )=ANCHOR CAP... 6111'E110 trd'SS Eko 6111'Eieo U4'SS Elco 010 sled 111261-1 1112 SIMI MULLION CAP.,,,,,,,,,, MchorCllp Patterns Mena typo 8111'Elco Ullrxal 114'Eko Ullacon 3'16•Elco U11-on 114'EkoUfiawn III AggreGator Unacm AggreGator Screw(Gs)Screw(05) Stray(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Eage Clslarce pn) 1• 2.9r r 2-112- 3418' r 2.112' r 2-Ur r 3-11W2' 0.48• 0.64• o.324• - CAPACITY REQUIRED'CORRESPONDING TO AN Ellltk`011a11 n' lal4- 13&4• M4' ta4• 2- 1-114• 1-94• 1.1/4• 1414• 1414• 1-104' r tea• 13'6' vales ACTUAL PRESSURE REQUIREMENT FOR THE 2 Antlers @ 4.781 Mia O.C.1 Slawanl a Onset Cllp(Fig,1): 390103 3901" 410 los 890 lbs 1644106 2701b9 260 Ito 351105 7401b5 3741bs 664[be ws 1fx 341 ms 442113 560 ms OPENING,WHEN IT 13 LOWER THAN THE MULLION 4ArknasQ 1.15•taIR O.C.ISlanaam(a OIKegC9p(FIg 2)' 480 ms 700103 141A IUA IUA IILA 380103 HIA IUA tlrA WA tgA 6821D5 8851ffi 11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED 4Arctnrs®3'L11n.O.C-1(a)2x5 Argle Cops l(Fl03): 7801bs 700 IM 680W 1560Ib3 18 WIbbs 540lbs 660108 ;!/LAA 760113 746103 BBO IDS 16021as W21os 885113 1170las MULLION-IT WILL YIELD A MINIMUM ANCHOR 4Arclnrs 4s]0.45•LlIn.O.C.IUCIip,Inlo.1281 ANm.(F1g.4} IIIA IIIA NIA fUA fl/A fI/A IUA 111A WA IIIA tUA IUA IIIA IUA 1430 me CAPACITY WHICH MAY BE USED TO QUALIFY 1Anchorl FCUp(Rg.6)' 195ms 105 me 225 ms 445 Its 822 an 1351bs 140 to 177103 370113 187103 332106 4731Ee .otos 22ubs 280 Its ADDITIONAL ANCHOR OPTIONS FROM THE 2 AncMn®1.16*NIL O.0/FCO a 240ms 350IDs RIA IUA IIIA IIIA 1901 II/A IUA IIIA IUA IUA 3411bs 442 an mom ANCHOR CAPACITY TABLE. PRODUCfREVISED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. DugdingFN o tr)od� FIGURE I: FIGURE 2: p TABLE NOTES: 11.250'--I1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATIONroduct Control ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. LYNN ��% FIGURE 3: 3.188' \� ,`�0,,.... * �/i ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE P,.••1,IGENSF F,p CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 71- e A BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 286, _ NG.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 FIGURE 4: FIGURE 5: FIGURE 6: T ,�O•' -0 BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE SAl- - P063-T5 AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA-MINIMUM GRADE33AND T•'• •'•a�� 1.25'X3.180'X.265'MULLION i '•.A,<ORIDI'. .046'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.126'THICK AND A36.ALL (1.114'VF MULLION) e e i7 � LL-1 [1 :1 ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 11 �Q�JpL G �� • 1{10&1112 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A. NNfT�!-((.4ER,P.E. FL P.E.#58705 TABLE 9A mH Mullion Capacity Table(lbelR2) gn� Opening Width(for vorticallyspannitg mullions)or Opening Height(for horizonlalyspamlrlg MUIIOM) QQQ9Q io a Gain 6010 70In 8010 90 in 100In f201n 1401n 1EON •2f � Rectangular Tm1VTdenO. RwlangWf Traprrdan9. Rectangular TrapTdan9. Rool4ngukr TmplTdxnp. Rndo.vular Tmprrdang. Rootangular Tmp/RMng. Rad.n9ulaI Tmp'Tdong. Reclanpalar Trop/Tdang. Rool,mgWr Tmp/1'darg, dl 1.26x326 Loading oc Lwdlg Lwdng LoedN9 loading Loading Lwdnp Loading' Lwdnp Lwd09 L08dgQ Loadbg Lwdng Lwdng LoedNp Loadug Lwdng Lwdng c= 2 x.100 q{a} gyp$ �DBf -DOLLgD$ a0# Al ba Mulliontl � U ffi � �• U� � O� U� � � 0� �' � � N z rL 42 In 170.0820 170.0 115 170.0 7/d 170.0 476 170.0 86(1 170.0 608 170.0 092 170.0 519 170.0 1116 170.0 621 153.3 Iiia 170.0 521 127.7 1118 170.0 521 100.6 Ilia 170.0 521 85.9 1118 170.0 621 0 4910 170.0 706 110.0 624 170.0 850 170.0 661 I8T.6 916 170.0 610 146.1 870 170.0 BB1 130.4 878 170.0 877 117.3 976 110.0 080 97.0 978 770.0 BBO 81.0 878 170.0 680 7d3 978 170.0 680 J W 50.6251. 170.0 747 170.0 563 170.0 698 170.0 631 150.7 927 170.0 684 131.9 621 186.5 708 117.2 927 159.1 B99 105.5 927 168.3 896 87.9 927 16(1.3 695 75A 921 166.3 695 05.0 927 168.3 695 N 0 51 N 170.0 707 170.0 612 154.5 869 170.0 691 132.6 869 153.9 683 115.9 869 MIA 669 103.0 869 134.0 660 92.7 669 129.8 654 77.3 869 128.8 652 68.2 669 128.9 652 67.9 609 INA 652 LU 0 0 � 60N 113.2 749 163.8 671 119.4 718 1323 820 102.1 748 117.9 608 68.6 740 107.0 698 78.8 748 1D1.0 692 71.6 748 88R 681 69.7 748 97.3 583 61.2 748 83.3 587 16.8 746 93.J 683 M 0 r� 03 N 123.7 677 132.0 578 103.1 SIT 113.2 566 68A 677 100.4 555 77.3 017 91.4 548 68.7 677 85.2 639 61.8 677 81.0 611 51.8 817 77.0 629 44.2 677 78.7 529 38.7 677 78,7 529 (' W � J 6010 10},6 817 114.1 670 89,7 617 87.8 618 78.9 811 88.3 609 67.3 017 78.3 500 69.8 817 72.8 194 67.8 617 66.7 489 44.6 017 Bl.d 483 38.4 617 67.7 402 J3.6 817 03.7 482 d r 7 •7 72 In 92.9 618 67.1 450 89.1 618 71.2 MO 59.2 618 65.2 432 51.6 618 66.8 425 46.1 618 64.2 419 41.4 618 60.7 414 34.6 516 46.8 408 29.6 618 45.0 405 26.8 BIG 46.0 405 Z J $ 761n 70.5 465 73.7 406 68.7 485 62.6 398 60.3 465 54.9 390 44.1 4B5 48.4r366 39.2 405 45.3 178 35.2 465 42.2 374 2DA 465 38.3 387 25.2 4 85 38.6 361 22.0 465 761 167 -i sW 7814 65.2 441 68.0 387 64.3 441 573 379 48.6 441 50.5 372 40.8 441 45.4 36.2 441 41.8 360 32.8 441 38.7 356 27.2 441 34.8 349 23.3 441 33.1 340 20.4 441 32.7 345 n o rcZ JBO In 42.4 332 43.8 295 35A 332 37.0 289 30.3 332 ]2.1 284 28.5 332 28.8 23.6 332 26,1 216 21.2 332 24.1 272 17.7 332 21.3 260 16.2 332 19.6 262 13.3 332 16.7 26D Q � Zz O rn8610 35,0 281 35.9 780 28.1 291 70.7 266 25.0 281 20.1 252 21.9 281 21.6 19.4 291 21.3 241 17.6 281 19.6 2d1 td,6 291 17.1 278 17.5 281 15.6 2]2 Z `-10ah 24.6 230 25.1 208 20.6 210 21.1 205 11.6 730 18.3 201 16A 270 18.2111N 22.8 218 23.1 187 16.9 218 10.4 19J 18.2 218 10.6 181 14.1 TIB 11.9 ZOf20N17.0 787 18.2 1711 16.8 107 15.3 107 - CO tY X LO O N a 0 0 Q S- z TABLE 9B a m0 O ANCHOR CAPACITY ADJUSTMENT FORMULA: � �. €(Y 01x Anchor Capacity Table(lbs Subslmlo: 2.7k Concrete 3.9k Cam, Hoka CMU Filled C61U PT Wood WWI (OP))((ANCHOR CAP ,,,,)=ANCHORCAP_ v, Sa� 5118'Ell U4-SS Eko 6116•Elco 114'SS Ek0 AIO Sted 81251eel 912 Sted MULLION AnchorCllpPatterna Anchor Type: 916•Ell UBmeon 114•EkoUlOecon Ultmeon 916'ElwUllmcon 11A'ElcoUllmcon Apeman, Ulbecon AWe07alor 8caew(05)Swew(G5) 8,-(G5) USE THIS FORMULATOOBTAIN THE'ANCHOR Edge Oislence 0n): 1• 2.112• 1 V 2-IfT 3-116' 1' 2.112' 1' 2-112• 2' 3.118' 2- 0.46• 0.64• 1 0.324- CAPACITY REQUIRED'CORRESPONDING TO AN Embedmenl0n): 1-314• 1.3/4' 1.941 13/4' 2- 1.1/4• MIM 1.414' 1414• 1-1/4' 1-114• 2' taws' •1378• wdea ACTUAL PRESSURE REQUIREMENT FOR THE 2 Archae Q 4.75'Mln,O.C./SlaMarO u OIf6o1 Op(Fp.1): 390 @e 390 Ibs 4501bs 690 @s 1644 @s 270 an 28D lbs 354 Lbs 740 Its 374 lbs 664 Ibs =473b� 442 lb. 560 ros OPENING,WHEN IT IS LOWER THAN THE MULLION 4 AnohM Q 1.15•I,Iin.D.C./8Imi&rd(or0fee0 Clip(Fig.2j: 40016, 700 @s WA WA NIA WA 3801b3 WA N/A WA WA BBS Io. 1120 lb. CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Archers QW Min.O.C./(2)245 Anglo pips/(Fig.3): 760 too 780@. BBO lbs 1560165 1896 IM 5401bs 560@s WA 760165 74B lbs 8801b. s 8851bs 1120 lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 Anchors Q 0.54-W.0.0.1 UClfp.Into.100'Alum.(Fig.4): WA WA WA WA N/A WA WA WA NIA WA WA WA 050 @s CAPACITY WHICH MAY BE USED TO QUALIFY 1 Aoobor/F471p(Fig.5): 195 1b, 195@9 225@s 445165 8220a 135 His 140@s 177165 370lbs 127 lbs 332 IMs 221 lbs 26o lbs ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anehor6 Q 1.15'6lln.O.CJ F-Glp(Fig,6) 2d0 @s 3501es WA WA NIA WA 1W M WA NIA WA WA s 442165 580 @s ANCHOR CAPACITY TABLE. RODUCr REVISED u1Idll�0odo 1 tbc�{{Florida FIGURE I: FIGURE 2: cccPimw No "['" .01 TABLE NOTES: D • e • e • •- • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION .lie7N Dodo Ptoducc Concrot ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. lllllll/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ��� ���( LYMV FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEECLIP 3.250' ��'1,1GENS�' ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS • • • • BE USED T SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. " x 140.58705 ' IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW ANDz,` -: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL .100' -'O '.(�� �� 0= FIGURE 4: FIGURE 5: FIGURE 6: '{'T ,:• C^ BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE � SATE - • 6063•T5 AND BEAMINIMUM OF.100'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND %��'•.,�LORIDP.•'•�\�� .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A36.ALL 125'X 3.25'X.100' �Si9/ONn�LC��•` O e ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. MULLION 111 #10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.LYIJN MII!1I1t ,P.E. FL P.EA 58705 TABLE 10A �rH N ie Mullion Capacity Table 61:91N1) Opening rlldng nlllllons)orOpening Helght(forhodrnriallyspenldng mullions) go�W'k 50 41 601n 701n 80 In 90 in t00 in 120 in 1401n 160 in l;+�a O �j � 1.26%3.26 Rectangular long. 11,11 to' TropRriong. Rectangular TnplTrimg. Reclengulm Mapfrdeng. Rectangular TrapRriang. Rectangular Trapffdang. Rectangular Ro)Jfriang. Rectangular TiapTdang. Rectangular Trep?deng. yo K Leading Loading Loading Loading Leading Loafing Loading Loading Loading Loading Leading Lafding Loading Loafing Loading loading Loading Leading n= i %.824 Alum.Tube k' .-. •�{ •9 .r .€.. .�.. •�' a .F k• .Fu,. -� �.. •� 5.. ,.. -. •U .- •5 .. ,. .E' .b' .�' .b•a .F .uF.. '8 3,.. Mulllon s s�, a s@ s s , s as �� s U g o s�, a E� ,. .. ss ax a�, N LL v v v iykso v u" age si cie v u v u v g &,�• oe u" u< ci oa u ue o u u v isa u o'g v Oa - 00 c' `? 'S• ub m i, a P'Q 6.+ fiu Lg 53 s� 1� 5� .3 5g'c a 'g L9 rkj 5Z e 'o F� 'A 5•Z us t'S "' tom W J-0d a` �, d` f.9 d`rc d rc ng Z€ d`& f @ d`n �, d' E 8 z 1 0- a E o d`a d`z :9 2 d`z k� d�a� 9 e, d`a 8 c E�. dam` �. 2`a O_ I�- 421n IV.0 620 170.0 435 170.0 744 170.0 47B 170.0 869 170.0 5o 0.0 992 170.0 619 170.0 1116 170.0 521 170.0 1240 110.0 621 170.0 1488 170.0 621 110.0 1735 170.0 621 170.0 1983 170.0 521 J W 481. 170.0 708 t70.0 624 170.0 850 170.0 584 170.0 992 170.0 630 3 110.0 661 170.0 1215 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 169.7 1979 170.0 680 146.5 1979 170.0 680 170.0 747 170.0 663 170.0 896 170.0 631 170.0 1046 170.0 684 170 170.0 723 170.0 1355 170.0 747 170.0 1494 170.0 7511 170.0 1793 170.0 766 152.6 1877 170.0 766 133.6 1677 170.0 766 o 0 64 In 0.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 7 170.0 1276 0.0 803 170.0 1434 170.0 837 170.0 1591 170.0' 856 156.4 1759 170;0 861 134.1 1769 170.0 061 117.3 1768 170.0 861 IL C>O m 601n 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 17. 1417 170.0 944 161.1 1611 170.0 996 145.0 1511 170.0 1033 120.8 1511 170.0 1063 103.6 1511 170,0 1063 90.6 1511 170.0 1063 F V cMD J 631, 170.0 930 170.0 745 Well 1116 170.0 860 170.0 1302 170.0 910 166.6 1370 170.0 WI6 139.2 1370 170.0 1076 126.3 1370 164.0 1002 104.4 1370 155.9 1012 89.6 1370 155.7 1070 78.3 1370 165.3 1070 d 66 In 170.0 974 170.0 789 170.0 1169 170.0 903 155.6 1248 170.0 1002 1362 1249 158.6 1013 121.1 1246 147.1 1000 108.9 1248 139.0 989 80.8 1248 130.4 978 71.8 1248 129.0 975 66.1 1218 129.0 976 Z (/3 z° �• m J 72 in 167-8 1019 170.0 679 139.9 1049 160.2 892 119.9 1019 112.1 Bib 1019 1019 119.1 060 931 1019 109.7 840 83.9 1019 102.7 gag 69.9 f0l9 41.7 925 69.9 1619 912 020 62A 1019 91.1 820 � J 0 761n 142.7 911 169.1 022 118.9 411 126.8 805 101.9 411 111.2 791 89.2r441 100.0 771 79.3 941 91.7 766 71.4 911 85.6 767 69.5 941 77.6 744 51.0 411 74.0 737 44.6 911 73.3 136 J `3 rcZ . 5 TB In 132.0 845 137.6 783 110.0 894 116.9 767 94.3 954 102.4 763 BLS 91.9 740 73.3 894 84.1 730 66.0 891 78.3 721 55.0 894 70.7 707 47.1 894 67.0 701 41.3 891 66.1 698 Q V 901n 85.9 671 88.7 696 71.6 671 74.9 685 61A 671 65.3 615 63.7 68.2 566 47.7 671 62.9 666 43.0 671 48.8 551 35.9 671 43.1 639 30.7 671 39.7 631 26.9 671 37.9 $26 � Z � Q C_4 O 961n 70.8 590 72.8 527 69.0 690 61.4 618 60.6 690 53.4 609 44.3 47.6 602 39.7 690 43.0 497 35.4 690 39.6 d88 29.6 690 3t.7 477 25.3 590 31.fi 469 22.1 590 29.8 467 1a-' Z X IN In 49.7 466 60.6 421 MA 466 42.0 414 35.5 466 37.1 408 31.1 32.9 402 27.6 466 29.7 396 24.9 466 27.1 391 20.7 466 23.6 302 17.8 166 21.2 375 16.6 d66 19.6 770 N w o ittln 45.8 441 46.7 400 38.2 441 39.3 393 32.7 441 34.1 307 28.6 3D.2 332 25A 441 211 376 29 461 2l.4 372 191 4{1 216 767 16.4 471 19.7 756 14.3 441 17.8 751 WM1201n 36.3 376 36.9 N4 30.2 378 31.0 339 26.9 318 26.9 33d 22.7 23.7 323 20.1 316 21.3 325 18.1 376 19.5 321 16.1 310 16.1 314 X 1441n 21.0 262 21.2 242 17.5 262 17.8 239 15.0 262 O O a z �o mOs:O TABLE 10B ANCHOR CAPACITY ADJUSTMENT FORMULA: m^ �m� Anchor Capacity Table([be) '-g ANCHOR CAP.,w,,,,, F Suaslmta 2.M Concrete 35kCmc. I1o0ow tl,lU Fined Ct.lU PT Ward I,1Hei (DP,)X( )=ANCHOR CAP.,,, 915 Elco U4'SS Elco 916'Elco v4'SS Elco H105tee1 a12slcel 012 SIce1 MULLION CAP.,__ AnlhorCllp Pelteme Maha typo. 3'15 Ell UardCm I/d'Eko Ullmcon &15 Elco Wmcm 114•Eko Ullmcon unrdeon A97WItc, Ullmcon AggRcaltr Screw(G5)Strew(05) Screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge C4slarce on) r 2.124 r 2-vr ave' 1• 2.12' 1• 2-11T r aIle' r 0.46• 0.541 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN EmOednsd n 1014• talo' tam• lam' 2- 1.14' 1.114' 1-14' 1-14• 1.114' 1.114' r 1aa1 Lala' 1aue ACTUAL PRESSURE REQUIREMENT FORTHE 2 AnFldm @ 4.75 IAln.O.C./Standard a00sel CIp 09.17 380 W 3g0Its 4m to. 8g0Its 164410, 27010, 28D ms 354103 7401ts 374 lbs 66410s 946Its 341 Iai 442 Its 660 Ina OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arclwrs®1.15'I.IIn O.C.I Slandanl(aC MI)UP('19 4 4801as Tm las NIA IIIA IIIA 31011, RIA IUA IIIA IUA IUA m2 m6' 8551ts 1120 IM CAPACITY(FROM THE TABLE)OF THE SELECTED 4ArcMto 03'Min.O.C./R7216 Arg.Caps/(Flg.3t 78D ms 7m its E4:0 ms ism lOa 1.lot 51011, Sm 116 IIIA 1601te 748 ms 89D Im 1892 IDS 682]be 885 Its 112711e MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Arcm6®0.51'IAIn.O.C.I UCap,Inlo.100'Alum.)Flg.dy IIIA IUA IIIA IIIA IIIA IUA IUA IUA IIIA IUA tUA NIA IUA 050 Its CAPACITY WHICH MAY BE USED TO QUALIFY 1Arctprt FCfip(FlO eY 196 ms 105 m3 No gas 44511, 622 Its 13510, Mae 1TT los 37011s 19710, 3321M 473 lbs 170Ias 221 ms 2801bs ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCT REVISED 2 Anetdrs®1.15?Ala O.C1 FCa 0.61 240 m9 3m 100 IIIA IUA NIA NIA 1m Its NIA IUA IIIA IUA IUA 91110, 4421ts s60 as ANCHOR CAPACITY TABLE. 11 go wDUCr8 whh IhtHlorfda ulldlo8Codo ,O ccolnonm No FIGURE 1: FIGURE2: TABLE NOTES: 1.250' etc 4?� • s • • BY • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION 741 111111 ode PrProduu C-R. ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 1(1111111/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \`\���pNY LYNN FIGURE 3• <� .•'•k•10E-NSF •. .)s ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.260' F-.•' CLIP MUS SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS _T1;' 324• • • • • BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ No.58705 _ IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND - ' Cr z FIGURE 4: FIGUR FIGURE 8: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL 4• •'•,,� I 2-� S .((/; BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE . STATE OF • 6063-TS AND BE A MINIMUM OF.100'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND � < •.F(ORIOp;.•'C7 .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LFAST.125-THICK AND A30.ALL I�SS O d ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1.25'X 3.25•X.624' 'Ill�0NA1- . 1110&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. .MULLION A.LYNf41MI ILK"P.E. FL P.E.1158705 TABLE 11An 0r u Mulllon Capacity Table{Iba1R7) Opening Width(liervedicatyspanldng mullions)orOpening Haight(lorhod2onte penNng mt(lions) $Vice 601. Solo 701n 60 In 9034 1001. ' 120 In 11014 160 In �' p Reelargular LapTrleng. ReclengAer Tmpfl"d. . Roclen0ulm Trap7narg. R..I.o ulor Tre7Yfdan. Reclengdlu %p/rriong. Roclengul.r Trap'Td.og. Radangular TrapfMang. R.Maguler Trap7rieng. RsMgdar P.pTriang. ps 136 X 3.94 Loading 1oe41rg Loadi g Loading Loading Loading Loading Loading Loading Loading Loading Loading Loadog Loading Loading Loadi g Loading Loading 10 a: U X.024 Alum.Tub R .& .S .� .� ,. .E .§• � �,. �.. 5.- ., $.- � •�.-, .. K„ .s .5^ e .. 5,. Mull lon U U S a >�• 8 g� U oe 3g, a q S o 3g S g� U q S 8� e d 2a o de g 8e s@ 0.2 3 .�, s in u u u u u0. u Tia v v v u u" u T3 3 v u0. u' ri u" v LO w f8� s' dam'& ie E� �� d`z �r< $ d`� ie d'rY € d'a2 fe d`o2 fe d`n4 $rc Ems; a'rc @ e`r2 � d`� Ee �� �� d`g a� � Erg z 42 in 170.01 620 1 170.01 435 170.0 744 170.0 478 170.0 868 170.0 606 170.0 992 170.0 618 110.0 1116 170.0 621 1170.6 1240 170.0, 621 170.0 1468 170.0 621 170.0 1735 170.0 621 170.0 1983 170.0 521LU J 48i. 170.0 708 1 170.0 524 170.0 650 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 660 170.0 1987 170.0 680 170.0 2267 170.0 680 $0.625 In 170.0 747 170.0 663 170.0 696 170.0 631 170.0 1046 170.0 6B/ 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.Q 766 170.0 1783 170.0 756 tT0.0 2092 170.0 756 170.0 2791 170.0 766 ' 0 64 f0 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 603' 170.0 1434 170.0 837 170.0 1594 170.0 856 170.0 1913 170.0 661 170.0 2231 170.0 861 150.2 2103 170.0 861 im W C) 60 in 170.0 OOS 170.0 701 17p.0 1063 170.0 797 170.0. 1240 170.0 818 170.0 1417 170.0 944 170.0 1694 170.0 996 170.0 1171 170.0 1033 170.0 2126 170.0 1067 IIB3 2163 170.0 1063 129.8 2163 1TO.0 1063 co 63 In 170.0 930 170.0 745 170.0 1116 170.0 050 INA 1302 170.0 940 170.0 1408 170.0 lots 170.0 1673 170.0 1076 170.0 1859 170.0 1122 156.9 2050 170.0 1169 134.5 2060 170.0 1171 117.7 2060 1TO.0 1171 � WW EL � 661n 170.0 974 170.0 769 170.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1658 170.0 1086 170.0 1763 170.0 1155 170.0 1948 170.0, 1210 143.0 1966 00.0 1216 122.6 1966 170.0 1266 107.2 1966 110.0 12OG z Tn i m c co 72 In 170.0 1063 170.0 876 170.0 1276 170.0 1009 170.0 1488 170.0 1126 170.0 1100 170.0 1228 154.1 1734 170.0 1315 138.7 1731 169.8 1396 115.6 1734 165.9 1364 99.1 1734 160.4 1352 86.7 1734 150.2 1352 � J" � n� o Thin 170.0 1122 110.0 937 170.0 1340 170.0 1080 166.5 1556 170.0 1209 147A 1656 165.2 1285 131.1 1556 151.5 1266 117.9 1656 141.3. 1251 98.3 1556 128.3 1229 64.2 1556 122.3 1219 73.7 1556 121.2 1216 U To in 170.0 1151 170.0 967 170.0 1381 170.0 1116 155.9 1477 169.3 1245 136A 7477 ISM 1224 121.2 1477 USA 1206 109.1 1477 129.6 1191 90.9 1477 116.9 178241.B *471 1158 68.2 1177 109.3 1154 Q � d' s r r 90in 142.0 1110 146.6 986 118A 1110 1239 968 101.6 1110 107.9 951 88.8 1110 96.3 936 78.9 1110 87.6 922 71.0 1110 80.7 910 69.2 1110 71.3 878 44A 1110 62.7 870 z � Q N9674 117.0 975 120.7 812 97.6976 101.5 856 83.6 975 88.3 842 73.2 976 78.6 829 66.0 916 71.2 817 68.5 976 65A 807 4B.8 975 67.4 776 36.G 976 49.3 167 ¢ z 1081n 02.2 771 84.0 696 60.5 771 70.7 139524.B g2fiA 61.4 711 54.3 661 45.7 771 49.0 665 41.1 771 14.9: 647 34.3 771 38,9 771 75.0 621 25.7 711 72.1 612 � oIII In 75.7 730 77.3 661 63.1 730 65.0 473 730 49.9 631 42.1 730 45.0 622 37.9 730 41.1 614 31.5 730 75.6 730 31.9 589 23.7 730 29.6 5B1 LUcq 1201n 699 624 61.0 669 19.9 624 51.2 37.5 624 39.2 644 33.3 624 35.3 631 30.0 624 32.2 631 26.0 624 27.7 624 24.6 509 18.7 674 22.6 501 W' X 0) U) I(7 1441. 35.7 433 35.1 400 28.9 433 29.4 21.7 433 22.4 385 19.3 433 20.0 381 17.3 413 10.2 376 U N Q O O Z TABLE 11B ANCHOR CAPACITY ADJUSTMENT FORMULA: AnchorCapaelty Table(lbs) ANCHOR CAP.,,o,,,.� o Substr2le: 2.7k Concrete 3.6k cont. HcHow CAIU FIOed CI4u PTWcod ridd (DP,)X( �=ANCHOR CAP.,., 5116'FJto 114'85E111 6116'-0 114'SSE1co p1061eel 012SI-I 012Sleal MULLIONCAP.,,c,,,,�e AnchorCllp Patterns Anchor lypa ats•Elco unrsm vd•E4:o ul1r4con 9161 Elco Urtram v4•EkomUacon 94. ( ) p;5) ( USE THIS FORMULA TO OBTAIN THE'ANCHOR con A caaor U81acon A 1060107 screw 3crev S4re4.05) Edge Miame on) 1• 2-117 1. 2.112' 3.1/8' 1' 2-112' 1' 2-11T v 3.118' T 0.48' 0.544 0.3240 CAPACITYREQUIRED'CORRESPONDING TO AN Fmcedn'I n 1374• 13'4' 1314' 13'4' 21 1-114' 1-114' 1.114' 1.114- 1-114- 1-1/4' 7 13'8• 138' taies ACTUAL PRESSURE REQUIREMENT FOR THE 2Ambors@4.75'I,IIRO.C.1SlandaldaOTael COp(Mg.i} 390 tos 390 IDS 450 lbs WO lis 1644105 2701D5 28710 354 IDS 740 Its 374103 661 Me 946 IDS 341 IDs 4421os 560 IDS OPENING,WHEN IT IS LOWER THAN THE MULLION 4Amhors'@1.IVMin.O.O/Sla9onm(or((Iset)Cilp(Mg.2) 400 IDS 700 IDS IIIA IIIA II/A IUA 380 IDS IUA IUA IIIA IUA IUA m21os 885 Its 1120 gs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Ambors@3'I.Ih.O.C./(2)2(6 Angle Cops/910.3) 700 IDS 760 IDS 680 IDS 1560 IDS IBW los 640103 560 IDS IUA MOWS 748103 880Ite 1692 IDS 6821b3 8851W 1170 Ion MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Ancton,@ 0.54'kiln.o.c.1 u-cup,Inlo.1001 Mum.ft 4) IUA IUA RIA IUA IIIA IIIA IUA IUA IUA IIIA IUA IUA I11A II/A 1267106 CAPACITY WHICH MAY BE USED TO QUALIFY 1 Archut FCOp Ing.5) 105 lbs 195105 225 IDS 445 IDS 622 IDS 135IDS 140 IDs 177 to' 370 IDS 1117 IDS 332 Rs 47310' 17010E 221 Iba zao 103 ADDITIONAL ANCHOR OPTIONS FROM THE M. 2 Anchors @ 1.151 1.11n.O.CI FLOP 910 67 240103 3501DS IIIA tun 111A IIIA 100100 IIIA IUA RIA IUA IUA 341 IDS 4421D' 5601DS ANCHOR CAPACITY TABLE. PRODUCingwit the IL4 complying with the Florida Butldlrtg(0040 1.250' Acotphg4c0 No d FIGURE 1: FIGURE 2: TABLE NOTES: oa""O • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Miami ado Pro uct Control ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. `%\7111 1117 1 r//r 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS ISALLOWABLE. ....... \ F ENS FIGURES: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.94' ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS >>' r 05 • • BEIU USED SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ No .087 _ IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND '0 :�� = GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL ;�. F .7--t 0 Is W FIGURE 4: FIGURES:- FIGURE 6: ESSURE-TREATEDYELLOW S-ATEO • • 8083BE 75 AND BEA MINIMUM OFA OOTH CK.STEEL STUDS TO BEA MINIMUM GRADEI33 AND 824' '�T�'• FCO...... . • .045'THICK 18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 77'I r I I I 1 t 11111`` • #10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 1.25'X 3.94'X.024' A.LYNN MILLER,P.E. • MULLION FL P.E.#58705 TABLE12A 'n v Mullion Ca acity Table IbsKe a y y4 Opening Width(forver5cally-sparring mullions)or Opening Height(for hodzonleV-sperning mullions) Sol. 8010 70 in $0 In BO In 1001. 120 In 1401n 1601n 'gx LL Rectangular Trep/111eng. Rectangular TralVMang. Raeleneular Trapndang. RectanJU7 TmplTdang. Rectangular TreprTrlong• Rectangular 11ap/fAang. Rectangular Ttop/1Ben9. angular TrepRdang. Raton9uivr TraplTdeng. O 2 X 4 x.2 Loadng Loading Loading Loading Loading Loafing LoadLoading Loafing Loadng Loadng Loading Loading Loadng Loadng Loading Loafing Loafing o j�u° K Alum.Tube ox O Mullion a [7. � g', jgz kgto c p�Rj. fib LT t9(Epi,' tS 8 t9 c3 S9 "SSR$. ' 0 " tRt7 �roc7NN E� t f E2. 6• 5 RZ421n 170.0 620 170.0 435 170.0 170.0 478 170.0 868 170.0 606 170.0 170.0 619 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1408 170.0 1121 170.0 1735 170.0 621 170.0 1983 170.0 62148 in 170.0 705 170.0 524 170.0 170.0 584 170.0 092 170.0 630 170.0 170.0 661 170.0 1275 170.0 677 170,0 1417 170.0 660 170.0 1700 170.0 660 170.0 1883 170.0 680 170.0 2287 170.0 660 Jj W 50.6251. 170.0 747 170.0 563 170.0 896 110.0 631 170.0 1046 170.0 684 170-0 170.0 723 170.0 1345 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 2 S ((1) 64 in 170.0 707 170.0 612 170.0 958 170.0 691 170.0 1116 170.0 754 170.0 170.0 803 170.0 1434 170.0 831 170.0 1694 170,0 858 170.0 1913 170.0 861' 170.0 2231 170.0 861 170,0 •2550 170.0 861 W 0° 601.' 170.0 855 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 170.0 944 170.0 1594 17D.0 096 170,0 1771 ,170.0 1033 170,0 2125 170.0 1083 170.0 2470 170.0 1063 160.8 2680 170.0 1063 j to (n rfl 031n 170.0 830 170.0 745 170.0 1118 170.0 850 170.0 1302 170.0 940 170.0 170.0 1015 170,0 1673 170,0 1076 170.0 1659 '170.0 1122 170.0 2231 170.0 1169 165.7 2553 170.0 1171 145.9 2553 170.0 1171 j 68In 170.0 074 170.0 760 170.0 1169 170.0 003 170.0 1364 170.0 1002 170.0 170.0 1086 170.0 1753 170.0 1165 170.0 1948 170.0 1210 170.0 2338 170.0 1275 161.9 2437 170.0 1286 132.9 2437 170.0 1288 Ci 721. 170.0 1067 170.0 878 170.0 1276 170.0 1009 170.0 1466 170.0 1126 170.0 170.0 1226 170.0 1813 170.0 1315 170.0 2125 170.0 1387 145.6 2184 170.0 1466 124.6 2184 170.0 1528 109.2 2184 170.0 1530 $ 761. 170.0 1122 170.0 937 170.0 1340 170.0 1080 170.0 1670 170.0 1209 170,0 170,0 1322 165.1 1960 170.0 1421 148.8 1960 170.0 1605 123.8 1960 181.6 1648 100.1 1960 161.0 1635 92.9 1960 Ib2.7 1571 6. aZ 2 781n 170.0 1151 170.0 907 170.0 1381 170.0 1116 170.0 1611 170.0 1250 170.0 170.0 1369 152.7 1861 170.0 1474 137.4 1881 161.1 1600 114.5 1861 147.3 1471 08.2 1861 139.6 1459 85.9 1861 137.6 1454 Q 0 7 T: BO in 170.0 1320 170.0 1114 148.1 1398 150.0 1218 127.8 1398 136.0 1188 111.0 121.3 1178 89.4 1398 110.2 1162 89.6 1398 101.8 1147 74.5 139!1 89.8 1122 63.9 1398 62.7 1105 55.9 1798 78.8 1098 Q N o 0610 147.4 1229 151.6 ID98 122.8 1229 127.8 1070 105.3 1229 111.2 1061 82. 8 98.9 1044 81.9 1229 89.6 1029 73.7 1220 82.4 1016 01.4 1229 72.2 893 627 1229 65,9 977 46.1 1229 62.1 067 RZ1081. 103.6 871 105.8 677 08.3 971 69.0 862 74.0 971 77.2 849 64.7 680 837 57.5 071 61.8 825 61,8 971 66.5 616 43.1 971 49.0 788 137.0971L44.0 782 32.4 971 40.8 771 � N Iii1111. 95.4 819 97.3 632 78.5 910 81.0 818 68.1 919 70.9 606 59. 918 62.0 784 63.0 918 58.7 784 47.7 919 61.8 774 39.7 919 44.2 768 742 29.8 919WX 1201. 76.5 708 76.8 718 62.9 768 84.6 705 63.9 786 55.0 685 47.2 78fi 40.4 680 41.9 768 44.4 877 37.7 786 40.5 680 3I.5 766 34.9 653 641 23.8 708 28.4 631 d 1441. 43.7 648 442 504 36.4 548 37.0 498 31.2 548 31.0 491 27-3 646 282 485 24.3 648 23.3 479 21.6 648 '22.0 474 10.2 546 10.5 489 455 13.7 648 16.6 448 (,) N Q O O z TABLE 12B ANCHOR CAPACITY ADJUSTMENT FORMULA: CL a m0 5'.O AnchorCepaclly Table(Ibs ANCHOR CAP.,,,,,,- m SUDsrtmla 2.7XCorcrete 35kcalc. HmowCmu FNedClau PTwood rasa (DP_)X( )=ANCHOR CAP_ 2 �0"� d16•Elto 114'SSEko SIV conEle 114•re atorElco cra Sled Ii av(65 J112 Steel MULLION CAP. a� ARChOrCIIp PQStBme wltna Type: 3'i6'EIto UOmtp1 114'Eko Urtmton YI6'Elco Ullrecm 14•Eko UlUaton u6mcon AgpcOdor Uttmeon ApgreOaa strew(c5)Strtly(C5) screN(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge gslarce On)' 1' 2-11T V 2-12 31/8• I. 241V 1• 2.121 r 3.176• 2• o.4e• o.s4• 0.124• CAPACITY REQUIRED'CORRESPONDING TO AN Emlednml9nY 1x14• ta4• 1x14• lab• 2• 1-14• t-14• 1414• 1-U4• 1-14• 1-1/4• 2• 1aB• tae• ries ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors@475 hum O.C.1 Stnuam or Onset Clip(Fig.182Y 390 his 390105 450 gas 890108 16H its 270lbs 280 lbs lbs 740100 3741bs 661106 016Its 34115! 442155 560105 OPENING,WHEN IT IS LOWER THANTHE MULLION .4 Amhara 02.68.611.O.C.I slandam(a aftel)Clip 09.3Y 74010s 740 Jim 630Ibs 1465IM 14241bs IIIA 500 ds WA 695 Jos IIIA BBD Iho IUA 6g2lb, 885 lbs 1120110 CAPACITY(FROM THE TABLE)OF THE SELECTED 6Amhas®1-7PWe.O.C./S1andsm(tr CR,e0C6p(Rg.4Y 8851Ds 0501 758 its 1946105 11/A IIIA 705 OR IIIA 799110 IIIA IUA IUA 10221ho 13271[6 1-- MULLION.IT WILL YIELD A MINIMUM ANCHOR 4AMTW®TMin.O.C./m 215A-l8 CEps/lFl9 5Y 780 its 7 680lbs IND Jos 1696Jos 5401os 563 Its IIIA 760Its 748 ms Bon Ibs 18921Ds 68210s JIM Ms 112 9s CAPACITY WHICH MAY BE USED TO QUALIFY 6Anchors@T1.11r, C.,(2)215 An0Ie Cops I Eg.6Y 1170IDs 1170109 1020 it! 23401Ds 2844 it9 81 Ds 640 its IIIA 1140105 1122 Jos' 1320 IDs 2838 IDS 1022Ies 13271w 1500Its ADDITIONAL ANCHOR OPTIONS FROM THE 3Archors®1.3f•Llln.O.C.I U-0Iip,Inlo.12&Alum. 7Y IIIA IUA IIIA IUA IIIA IIIA IUA IIIA IUA IUA IUA IUA IIIA IUA total ANCHOR CAPACITY TABLE. A... M:, In1o.125'Nom.(Fig.BY IIIA IUA N/A IUA IUA IUA IUA NIA IUA IIIA IUA IUA IIIA IIIA 21 IDs PRODUCPRIIVISBD 2 Anchors Q268'I.IIh O.C)FCOp(Flg 0Y 370IDs 370 led 315 its 7431DS 712Its HIA 260 OR HIA 341105 II/A - 440106 IUA 3111bs 442 it4 L6010a 91ilding logo 160 PIotlda. 3 Archoa®1.71'IAm.O.C./F4ylp(F1g.10Y d431Ds 5251 ID9 379105 873100 HIA IUA 357lbs IIIA 308Ibs IIIA IUA IUA 611 lbs 66110a 8!01[6 Bu0dtignou c n 9o0pteDnD 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. r FIGURE I: FIGURE 2: FIGURE 3: FIGURE 4: 2.000' land ado Product Control - • • • • • • • TABLE NOTES: \1111.IIIlII// • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR C%1j Willy ........... GENERAL INSTALLATION METHODS. .•�1GENSE ;.,�Q FIGURE 5: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 4.000' = y5: N0.58705 • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN •250' • • • • • • LTHE OCATIONS..OLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE - Sl ATE O- V-I FIGURE 7: FIGURE B: FIGURE 9: FIGURE 10: ` ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT ' '� '•.,FLORIDP••'(�\ . '' • • (FIGURES S&8) (CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. �''i CiSC� MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 2•X 4•X.25•MULLION 7/21 S/OW- 1� IN PAIRS. GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND 036.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A.LYNtJIMILLER,P.E. • • THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. FL P.E.#68705 TABLE13A a Mullion Capacity Tab[O Ibse Opening Width(for vertically-sparring mullions)or Opening Height(for horborfoly-sparring mullions) 601n 601n 7o In 80 In 1 BO In 1001n 1201n 140 in 1001n R.hmguler Tmp7Tdnng. RadenBular Trepfrdeng• Rectangular TropTdang. Rootangtlar Tmp/rdana. Rectangular TrepTdang. Rectangular hepRdang. Rocteng.lar hep/Tdeng. ReclengWar TraplTdang. Rcelengu@r Trep/laang. oO 2 x 6 x.25 Loadng Loadng Loadng Loadng Loadng Loadng Loadng Loadng Loadrg Loadng Loadng Loadna Loadug Loadng Loadng Loadng Loading Laadng Alum.Tube p x x x r x a i^ x n ?^ L p p p p a a r a z• x F p z: �Y " .. o,� a.- Mullion as I� spa g �� � I I �� � �� � zf �� �� a �� a� � � 3 �a �a a� 13 5 3 -3 8 8 as & a a 1 3 � A 13 € 7i � s �� I7� �& �& 9� gra s� e� _€� 3� a s� _� � �. ,m 421n 170.0 820 170.0 435 170.0 744 170.0 478 170.0 868 170.0 SOB 170.0 982 170.0 619 170.0 1118 170.0 621 170.0 1210 170.0 521 170,0 1486 170.0 521 170.0 17J5 170.0 621 170.0 1083 170.0 621 0 W J IL 461n 170.0 708 170.0 624 170.0 650 170.0 684 170.0 982 110.0 830 170.0 1131 170.0 681 170.0 1275 170.0 877 170.0 1417 170.0 880 170.0 1700 170.0 880 170.0 1883 170.0 880 170,0 2267 170.0 860 50.6251n 170.0 70. 170.0 563 170.0 ON 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1703 170.0 758 170.0 2092 170.0 758 170.0 2391 170.0 756 o 54 in 170.0 787 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1270 170.0 803 170.0 1434 170.0 837 170.0 1594 '170.0 058 170.0 1913 170.0 801 170.0 2231 170.0 861 170.0 2550 170.0 BBI w 801n 170.0 885 170.0 701 170.0 1083 170.0 797 170.0 1240 170.0 e76 170.0 1417 170.0 044 170.0 1594 170.0 090 170.0 1771 ,170.0 1033 170.0 2125 170.0 1083 170.0 2479 170.0 1003 170.0 2833 170.0 1003 F- 03 In - 031n 170.0 930 170.0 745 170.0 1118 170.0 850 170.0 1302 170.0 040 170.0 1466 170.0 1015 170.0 1873 170.0 1070 170.0 1859 170.0 1122 170.0 2231 170.0 1168 170,0 2803 170.0 1171 170.0 2875 170.0 1171 J 681n 170.0 974 170.0 769 170.0 1169 170.0 903 170.0 ISM 170.0 1002 170.0 1558 170.0 1088 170.0 1753 170.0 1155 170.0 1046 170.0 1210 170.0 2338 170.0 1275 170.0 2727 170.0 1288 170.0 3117 170.0 1288 Z ((�)14 �• S771. 170.0 1003 170.0 076 170.0 1275 170.0 1009 170.0 1408 170.0 1128 170,0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1387 170.0 2550 170.0 1466 170.0 2875 170,0 1529 170.0 3400 170.0 1530 IL 76 In 170.0 1122 170.0 937 170.0 1340 170,0 1080 170.0 1570 170.0 1209 170.0 1784 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 1894 170.0 3589 170.0 1705 5 d a 5 Z `t 78 In 170.0 1151 170.0 807 170.0 1381 770.0 1116 170.0 1811 170.0 1250 170.0 1842 170.0 7389 170.0 2072 170.0 1474 170.0 2302 170.0 1584 170.0 2783 170.0 7700 170,0 3223 170.0 1777 170.0 3883 170,0 7798 E-00 in 170.0 1328 170.0 1144 170.0 1694 170.0 1328 170.0 1659 170.0 1488 170.0 2126 170.0 7653 170.0 2191 170.0 1703 170.0 2656 170.0 1018 170.0 3168 170.0 2125 158.0 3413 170.0 2273 136.5 3413 170.0 2361 ZZ Z N ZZ o 96 N go 170.0 1417 170.0 12J2 170.0 1700 770.0 1474 170.0 1983 170.0 1871 170.0 2287 170.0 1791 170.0 2550 170.0 1852 170.0 2833 170.0 2085 180.0 3189 170.0 2338 137.1 3199 766.8 2470 120.0 3199 756.1 2428 I- u b0 g� 1081n 170.0 1581C170.01409 170,0 1013 110.0 7047 170.0 2211 170.0 1070 170.0 2550 170.0 2076 18{.6 2781 170.0 2271 148.3 2781 181.9 2317 12J,8 2781 140.4 ?187 105.9 2781 126.9 2234 027 2781 118.0 2190N 170.0 ISM 170.0 1088 170.0 VOW 170.0 2293 170.0 1912 170.0 2821 170.0 2148 151.8 2072 782.3 2245 130.8 2872 148.4 2216 113.8 2032 128.4 2188 97.0 2832 715.1 2128 05.4 2832 108.3 2090 X co (1) U) 170.0 1771 170.0 2126 170.0 1858 15{.4 2252 159.9 1981 135.1 2252 141.4 1881 120.1 2252 127.2 f9J8 108.1 2252 718.7 7916 80.1 2252 89.6 1872 712 2252 88.9 1838 87.8 7152 81.4 7808 F )(125.1 IS% 701.3 1584 706.1 1425 898 1581 01.6 1407 78.2 1584 80,7 1380 89.5 1504 72.3 7373 62.6 1584 85.7 1358 52.1 1584 58.0 1330 44.7 1564 49.2 1305 J8.1 1584 44.4 1283 d•.04 Z 0 0 TABLE 13B ANCHOR CAPACITY ADJUSTMENTFORMULA: a m�s0 Anchor Ce acct Table 169 m� ANCHORCAP. ,,,� �� Subslmte: 27k Conoralo 3,5k Core. HollaxCMU Fulm CAlu PT Wood Metal (DP,)X( )=ANCHOR CAP.,,, 5'16'Eko 114'SS Eko 5115-Elco 1145 S8 Eko 010 Steel 912 Steel 012 led MULLION CAP.,,,,,,,,", Anchor Clip Patterns AnUwr Type 1110•Eko UlUocon 174'Elco Ullracm 3'10•El..Uluacon 1/4'Eke UlUecan Uluxw nO9maet«, Ullmcon ng9recalor somw(65)Screw(GS) s«ew(asI USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Did-a(in): 1' 2.12- 1• 2-111• 3.118' 1• 2.112• 1' 2.172• 2• 3.110• 2' 0.48' 0.54• 0.324" CAPACITY REQUIRED"CORRESPONDING TO AN EmbMment(InY 1-314" 1-14• 1-314• 1-314• T 1.114• 1-114• 1414• 1.174• 1.114' 1414' 2• 1.318- 1-IB• sellas ACTUAL PRESSURE REQUIREMENT FOR THE 2Anoham@4.75-Mtn.O.C.1 Standard OrMet Oil,(Fla.162): 390lbs 390@s 450lbs 690@s 1644@s 270 lbs 280!be 354 lb, 740 lb, 3741be 664 lbs 946 Me 341 lbs 442lbe 560!be OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anon-@4.68•Ann.O.C./Standard(«O6so0 Clip(Fig.3): 78010. 780[be 900lbs 17601bs 3232 lbs 510@s 660 lbs 708]be 1404 lbs 748]be 1272@, 1892 lbs 662[be 885 lb. 1120@s CAPACITY(FROM THE TABLE)OF THE SELECTED 6Anchom@1,71'Min.O.C.I Standard(or Obsel)CUp(F1g.41. 1180lbs 14001be 10101bs 25951bs WA WA eon lbs WA 1065165 WA WA WA 1383 Ib!- 1770 lbs 224010. MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Mchm.@WMin.O.C.1(2)2t5Angle Crips/(Fq.6l. 780[be 760@. See lbe 1500lbs 1SSelbs 540!be 560 lb. WA 700 1W!__ 74810. 880 lbs 1892 lb, 682 lbs 065 lbs 1120@. CAPACITY WHICH MAY BE USED TO QUALIFY a mhmo @ 3'MIn.O.C.I(2)2x5 Angle Cops l(Fq,6); 1560165 15w[be Ii lbs 3120 11b. 3702[be 1080 @s 1120 lbs WA 1520 The 1490 lbs 1760 lbs 37641be 1363 @s tn0lbs 2249Ibe ADDITIONAL ANCHOR OPTIONS FROM THE 12 Anchom@1.5-Mh O.C.1(2)2x5 Anglo pips I(FI9.7): 15001ts 2100103 1OIO Ibe 3760 Ib5 WA WA 1320[be WA 15w lhs WA WA WA 20/510. 2654@s 33601bs ANCHOR CAPACITY TABLE. RODUCTRBVISSD 4 Anch«s @ 1.34'Mln.O.C./U12Ip,lnlo.125•Alum.(Fig.6): WA !UA WA WA WA WA WA WA WA WA WA WA WA NIA 14J0 @s complying suhh Or Flodds B Arohas@0.64'IAm.O.C.I U.glp,Into.125'Alum.(Fq,9): WA WA WA WA WA WA WA WA WA WA WA NIA WA NIA 2881@s F-2.000'--I uldlag 03d0 2 Anchom 04.68'kiln.O.CJ F-CUP(Fig.IOT 390105 390 lbs 4501bs SW[b. 1610lbs 270Ibs 2801bs 35410. 740 lb, 37410. 638165 94610. 341[be 442lbs 5601be AoaeptOnw 4 Antlers @ 1.71'Min.0.01 F•Cnp(Fig.1Ik 590 @e 700181 60510. 129810. WA WA 4TO Ib5 WA 53310. WA .WA WA 682 @5 6B5lbs 1120 @50810 250' _ NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: `.Siami Dade ProduU Can11o1 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 26 FOR INFORMATION ON • • • • • • • _ • • • LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. ��� �( lk 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • • • 6.000' `�: •'.it • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS =T� No.58705 ' 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. "" C FIGURE 5: FIGURE 6: FIGURE 7: !1- ANGLE [1 L ••`J` ' CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED �S) -•. S--[FATE (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED %�ih,C�•'••,FLOR10ti':•' ,,(9 • • EDUDEPAIRS. 5-7) `'S YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 806375 AND BE A MINIMUM OF.125' iUSEDN THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045MUST BE 'THICK(18 GAUGE).STRUCTURAL STEEL TO ��/71S'O ILVE BE AT LEAST,125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2'X 6•X.25' A.LYNN�ILLnER,P.E. THREADS BEYOND THE MATERIAL.H10 87112 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. MULLION FL P.E.q 58705 TABLE 14A aH Mullion Capacity Table Ibsfle) Opening Width(for vorticaRy-spanningratillow)or Opening Height(for horIzonlally-spanningmUllons) Mxa! a 601n so In701n 801n 901n 1001n 1201n 1401n 1601n 3 ° 0 O Rectargular Trep'idarg. Rectargurar Treprrdang. Reolelgulaz Tn prrdarg. Rectanguar Tmprrdang. Rectangular 7reprTtlano Rectangular 'Traprrdarg. RwIargular Treprdarg. fteclergular Trep7darg. Raclargular 7rap?dar9. U y o w 1.26"x 2.11" Loading Loadna Loading Loading Loadirp Long Loading LoaeBg Loadeg Loadlrg Loafing LWrg Loading Loading Loading Loading Loodim Law of i O x.126"Alum Mull ,. n�.. n �• ., '�' ,. ,. u Tube �� �g a � , z � z 421n 144.2 526 167.0 428 120.2 528 14&9 419 1030 528 138.8 414 90.1 526 134.6 411 eat 528 134.1 411 721 �526 034.1 411 6a.1 528 134.1 411 51.5 526 134.1 411 45.1 626 134.1 411 L 40 in 96.8 403 108.0 333 00.5 403 94.7 325 69.0 403 88.4 320 60.4 403 81.4 317 637 403 7g.1 316 48.3 403 78.6 314 40.3 403 78.6 314 34.5 403 78.6 314 30.2 403 78.6 314 J W 60.625 In 623 362 91.0 301 68.8 362 79.3 284 68.8 362 71.9 289 61.6 38'2 87.2 27e 45.7 382 64.6 284 41.2 382 103.6 283 $4.3 362 83.5 283 29.4 362 63.6 283 25.7 362 63.5 283 n 64 N 87.8 318 74.1 267 68.5 318 642 261 48.6 318 57.7 256 424 318 635 253 37.7 318 60.6 250 33.9 318 49.5 249 28.3 318 49.1 248 24.2 318 49.1 248 21.2 318 49.1 240 W p o O 601n 49.5 268 63.1 218 41.2 25B 45.7 214 35.3 258 40.7 210 30.8 256 37.2 207 27.6 258 34.8 204 24.7 266 :334 203 20.6 268 32.2 201 17.7 268 322 201 16.5 268 322 201 (D J J J o m In 427 234 45.8 2(10 35.8 239 30.1 105 30.6 234 34.7 192 28.7 274 31.0 109 237 234 29A 108 21.4 234 2&0 184 17.6 234 28.6 183 15.3 234 28.5 187 13.4 234 28.5 187 0. min 37.2 213 39.4 183 31.0 213 33.7 179 26.6 213 29.0 176 23.2 213 27.0 173 208 213 25.1 170 18.8 213 23.7 169 15.5 213 22.2 ta7 13.3 213 7L0 166 11.8 213 22.0 168 Z (r)d z 72 in 28.8 179 30.1 155 23.8 179 25.8 152 20.4 178 22.5 149 17.9 179 203 147 1&9 179 18.7 145 J ]filo 24.3 161 26.4 140 20.3 181 21.8 137 17.4 181 19.0 135 15.2 161 17.0 133 _ J In ¢Z 18 in 226 162 23.5 131 18.8 152 19.9 131 18.1 152 17.5 128 QIL r -- r Q N O TABLE 148 ANCHOR CAPACITY ADJUSTMENT FORMULA: Q • Z Anchor Capacity Table(Ibs ANCHOR CAP.,,,,,,,,, ~ X' u o stbsuale: 2A concrete 3.9(C[t1C. Hoear C1.IU Filled Chul PTw0o0 Meld PP<)X( )=ANCHOR CAP.- ul �� IN 5I16'Eko 1114-SS Ekd 5116'Eko 04'SS Eko d1051Otl dl2 Steel 612steel MULLION CAP.,,,,,,,,., (n Ancharrype a16•Eko Ullydeon 114-Elco UBam 3116'EkoUamcon 1/4'Eko Ullracon N AnchorClipPatterne ualacm AggeGaltt UI12CCr1 Aggrecdor screw(u5)scr-C. Sc"(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR `1 `1 EQge Dlstarce Ml 1• 2-IM 1• 2-Irr 3-t/8• 1' 2.02' t• 2-1n' 2' 3-fie' z o.4s' 0.51• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Emneonrnt MT ta4• 1aa• 1a4• laid' z' 1-114• 1-v4• 1.114' 1-u4' 1-t/4• 1.114• 7 tare• tab' 1a1es ACTUAL PRESSURE REQUIREMENT FOR THE U N Q 4 Arthors Q 3'M.O.C.1(2)2[SArgiem /(Fig tx 7801hs leo los seo los tem Ins tees un Edo Ion 5m Ibs wA 7m ins 746Ios ee0lre teez lod 6921os ass me 1430las OPENING,WHEN IT IS LOWER THAN THE MULLION Q Z O O CAPACITY(FROM THE TABLE)OF THE SELECTED d mU' MULLION.IT WILL YIELD A MINIMUM ANCHOR �" m €0m'0 CAPACITY WHICH MAY BE USED TO QUALIFY a � ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. PRODU(TI. won' rI ttivisbu SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. I -1 266"--1 ply 3 with the Florida 0uilding tbdc Q 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. r toncallo _ ��5. FIGURE L• 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. ,� - Q HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.116• :vSium-I�ccJa Product C0n1ro1 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 126' - 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED . ,.... CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL BE PRESSURE-TREATED 7- ;�`P��O'•�10ENg'�•/<<(4P:� YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.126' THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1.26'X 2.11'X.125'MULLION No.58705 ')� LEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. X\ I tAT�E-I'F 1/j -'SS'ONAL G�C? . /11111111\1` A.LYNNMILLER,P.E. FL P.E.#58705 TABLE15A Mullion Onpacity Table(Ibste). OponlnAWidth(forver8caly-sparrllrgm+ilions)or0poningHeight(for Mdzonlaly-spaMrgmUll0m) y�y�1x� a 501. 601n 701n 8D In 001n 1001n 1201n 1401. 160 In Y�Id o Rectangular Trapri6ang. ReclengNar Repr111ang. Rectangular Tla"engii Rectanguar TmplTdarg. Rectangular Trapralang. Recta TreplTdan9- Rectangular Trap?dang. Rectangular Trupridang. Realenguler Treprfdang. ��ao 3.25"30 Loafing ..no Loafing Loafing Lomdng Loadng Loafing Loafing Loafing Loafing Loafing Lopdng Loafing Loafing Loafing Loadn9 Loafing Loafing $2 Z U DEO.AL �. r r r p r x r F r r r r r r r g g ?' r ?• BAY MULL a a $.. v .. ., ,. •., �a.. �., 'W o.. r -�,. .a $^ a.. ,. �.. '$ rn a 5� � � s �� � s s^ s ss yy s u s a� § s yg s € s 5� y•g5�* }fit U)13 w 0 421n 170.0 620 170.0 435 170.0 744 1170.01 478 170.0 868 170.0 60(1 170.0 992 170.0 519 170.0 1116 170.0 621 170.0 1240 170.0 621 170.0 1488 170.0 521 170.0 1735 170.0 521 149.1 1740 170.0 621 J W 4s in 170.0 708 170.0 624 170.0 850 170.0 684 170.0 902 170.0 830 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 152.2 1622 170.0 680 130.6 1622 170.0 680 114.2 1622 170.0 680 _ (Y rn 50.6251. 170.0 747 170.0 563 170.0 SW 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 1642 1441 '170.01750 136.9 1443 170.0 758 117.3 1443 170.0 768 102.8 1443 170.0 758 w o 0 541n 170.0 797 170.0 812 170.0 956 170.0 891 170.0 1116 170.0 764 170.0 1275 170.0 803 160.4 1353 170.0 837 144.3 1353 170.0 858 120.3 1353 170.0 881 t03.1 1353 170.0 861 90.2 1353 170.0 861 7 V) rn 601n 170.0 BBS 170.0 701 170.0 1063 170.0 701 107.0 1218 170.0 878 146.1 1218 170.0 944 129.9 1218 159.6 036 116.9 1218 152.1 924 97.4 1218 146.1 913 83.5 1218 146.1 913 73.1 1218 148. 913 1-- 1 -� 031. 110.0 930 170.0 746 170.0 1116 170.0 050 160.2 1160 168.6 033 131.{ 1150 163.0 914 116.0 1160 141.9 898 105.1 1160 134.2 885 67.6 1160 126.7 871 76.1 1160 128.2 870 65.7 1160 128.2 670 w 60N 170.0 974 170.0 789 152.4 1040 1&5.8 881 130.8 1048 146.8 864 114.3 1018 137.1 050 101.6 1048 123.4 639 91.4 1018 116.8 BJO 76.2 1018 109.4 821 85.3 1018 108.2 816 67.1 1018 108.2 eis _ o 6 e 72 in 140.6 880 147.9 764 117.4 BSD 126.0 748 100.6 880 110.8 734 88.0 680 100.0 722 78.2 880 92.0 712 70.4 080 08.2 70.1 50.7 860 70.2 693 60.3 660 78.6 888 44.0 880 78,4 686 Z -IW J > >o oZ 761n 119.7 790 125.1 690 99.8 790 106.4 676 85.5 790 93.3 663 74.8 790 83.9 652 66.5 790 76.9 643 59.9 700 71.7 635 49.9 700 65.1 624 42.8 790 62.1 819 37.4 790 81.6 817 Q } r 781. 110.8 750 116.5 857 92.3 760 98.1 644 79.1 760 85.8 672 BB2 760 77.1 621 61.5 750 70.8 012 65.4 750 65.7 805 46.2 750 59.4 594 39.0 760 66.2 588 34.8 750 115.6 586 Z Q Q N O 901. 72.1 667 74.4 500 60.1 663 02.9 491 61.5 683 61.8 483 46.1 663 48.0 476 40.1 663 zz 44.4 408 36.1 563 40.0 462 30.0 663 30.2 452 25.8 603 33.3 445 22.6 663 31.8 442 Q m Z F w m W O 90 N 69.4 495 61.1 M3 49.5 495 51.6 435 42A 495 44.8 427 37.1 495 39.0 421 33.0 495 36.1 415 29.7 495 33.2 409 24.8 495 29.1 400 21.2 '495 20.6 394 18.6 485 26.0 390 U) w w o'O o'er 108 in 41.7 391 42.6 353 34.0 391 35,9 .1 29.8 391 31.1 342 28.1 .391 27.6 337 21.2 191 24.9 333 20.9 391 22.8 328 17.4 391 10.7 321 14.0 391 17.0 316 7G Y 111 In 78.4 370 30.2 335 320 370 31.0 370 27.6 370 28.6 JTS 24.0 370 26.3 320 21.4 370 12.0 118 18.2 370 20.8 312 18.0 370 16.1 305 LLJ (9 p fl) (n 120In 30.4 317 30.9 269 25.3 317 28.0 284 21.7 317 22.5 280 19.0 317 19.9 278 16.9 317 17.9 273 U M Q O O 'Min 17.6 220 17.6 203EL Q. Z m O s:0 TABLE 15B � `�� g-3 1� ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Capacity Table Ibs ANCHOR CAP.,_,,-) 2.7k Carecle 3.5k Caw. Hohn ChIU Fled WU' PT Wood Metal (DP a)X( )=ANCHOR CAP.,,, Sri6'Elea 114'SS Elco 6116'Elco TV S9 Elco p10 61ee1 912 Steel 012 Steel MULLION CAP. ,,,,, Anchor CIIp Patterns Ancho type: 3 16 Elea UlMcon 1/4'Elea UlUecan 31C'Elea UlUacon 114'Elea UlUecm ulUecon AlterterIG'Ele AggreOe+ar Scmn(05)Bc®+v(G5) s 912 2S(as) USE THIS FORMULA TO OBTAIN THE' COR Edita Cistance On): f• 2-112' 1' 2-12' 3.118• 1' 2-111' r 24n' z• 3•va• 2• 0.48• 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embedment On7.t39-0 ' 1.3/4' 1-JI4' 1-Y4' T +•174• 1414• 1-v4• +-tw• 1-v4• 1-v4• 2• tate• tale• modes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anclwrs®5'MitI O.C.!(2)2e5 Anal.Clips/(FIg.11:11 s 3901. 4501. 600 mos 17001. 270104 28010.4 3541. 740It, 374104 720lbs 9401. 341 lb. 4421. Seolas OPENING,WHEN IT IS LOWER THAN THE MULLION 4Anchors®3.5'Mia O.C./(2)2e5Agwpips/fFtg.2): s 780 I. 79010.5 18701. 25251. 510104 560155 wA 11201. .... 8Eo 1. 1692 lbs 6821. 88511¢ 11201. CAPACITY(FROM THE TABLE)OF THE SELECTED 6 Anchors @ 2.71'Min.O.G1(2)245 Angle pips/ft.3V 11201. 11201. 9581. 72461. 22541. mon 8401. WA 10591. wA 1320[as WA 1022 ms 13271. 16601. MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE RODULTRIIVISBD ANCHOR CAPACITY TABLE. ucalnplying%vhhthe Flo da FIGURE 1: lulding Code TABLE NOTES: at 9^A�' • 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. ti0ml adopro ucl Cohort BY FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. %I t 1 I 1111 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. '125 ��� N1 LYNA/ • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 30' •410EA�SFM%��(fp FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �'• 3.250" � ' No.58%05 '•�` 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT FILLED _ _ FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERNPINEWITH AN SG OF 0.55-ALUMINUM SHALL BE 6083.75 AND BE A MINIMUM OF.125" - • • • THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 30'BAY (V LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND =U•' Si 7'(: ' MULLION �T'•., R : 1�: • • THE MATERIAL.#10 81112 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. ;�^s <ORIDh,.•'��\\� ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. i'L''R P. r /7r + A.LYNNIMILLER,P.E. FL P.E.p 68705 TABLE 16A • � a Mullion Capaottv Table Yoet2 F OpeningWldth(for verUcaly-Spatr'ingmullions)orOpening Height(for hodzorAaly-Spartr4r),gmullions) 501n 601n 70 In BO In 00 In to01n 1201n 1401n 160 in Rectangular TrWTdoag. Reciangufor TrapTilan9- Rap Recfanpslar Tdang. RedmIplar TW11dang. RodanpAar Ttapridazcan p. Radentar TrwRlung. Regular Trayrdang. Roct&gular TmOdsng. Ro AmpAaz Trani na gg 3.26"46 Wang Loadnp Loadnp Laednp Lnedvg Loafing LOadnB toadnp Loading Loafing Loafing Loafing Loedng Loafing Loafing Loadnq Loadnp Loafing oxo$ DEO.AL r x 211 r _ _ a z r a _ a x _ 2: w p6 . BAYMULL 0 $ •$ �. g ` ' ng v 13 ., cP4 4)~ 0 ... .• c3 2� ry Ct t� t`Y 113 lY �3 i:4 $o 2Y � 113 � c`3 S c3 o 113 c3 v t- g14 a gI - 3 z 421n 170.0620 170.0 455 170.0 744 170.0 478 170.0 888 170.0 608 170.0 892 170.0 510 170.0 1118 170.0 527 770.0 1240 170.0 521 170.0 idBB 17tl.0 $21 170.0 17J5 170.0 521 180.3 1871 170.0 521 J W 481n 170.0708 170A 524 170.0 850 170.0 $84 170.0 992 170.0 630 170.0 1133 170.0 801 170.0 1275 170.0 677 170.0 1417 1170.0 880 183.7 1637 170.0 680 140.3 1837 170,0 860 122.8 7037 170,0 880 j d Z 50.825 in i700 747 170.0 563 17o.0 698 1170.4 631 170.0 1046 170.0 684 170.0 1105 170.0 723 170.0 1345 t7OA 747 170.0 1494 '170.01 756 147.11 1552 1 170.0 750 126.1 15521 170.01 756 110.4 1552 170.0 756 W CD$ 641n 170.01 797 170.0 612 1170.01 850 170.0 Set 110.0 11161 170.0 754 170.0 12761 170.0 803 170.0 I id34 170.01 537 1552 1455 170.01 850 120.3 1455 170.0 Bat 110.8 1455 170.0 801 07.0 1455 170.0 861 m a I' 601n 170.01 805 170.0 701 1170.01 1063 170.0 797 90.0 1240 170.0 878 157.1 1309 1 1700 944 130,71 1309 170.01 990 125.7 1300 163.5 994 104.8 1300 157.1 062 69.8 1300 157.1 082 78.6 1309 157.1 ON I- 83N 174.0 930 170A 745 170.0 1118 170.0 850 162.9 1247 574.0 940 1425 11247 164.5 983 128.7 1 1247 162.0 OBS 114.4 7247 144.3 952 95.0 1247 5382 938 87.4 1247 135.7 935 71.3 1247 136.7 935 861. 170.0 974 1700 789 170.0 1169 170.0 903 HBA flat) 163.7 985 129.9 1190 147.0 OAS 115.4 1190 138.5 028 103.9 1190 128.4 914 86.6 IIDD 119.5 Sea 74.2 1190 1101 693 64.9 1100 110.1 893 Z g m 3w 8 C 721n 161.6 1010 t69.0 871 [114,5 1010 144.8 859 115.4 1010 127.2 842 101.0 tate 114.7 828 80.8 1010 105.6 817 80.8 1010 98.8 807 (ITS 1010 00.6 705 67.T 1010 81.8 700 50.5 We 87.7 769 S >W a701n 137.4 900 1436 702 908 1228 775 98-1 900 107.! 761 85.9 900 882 749 78.3 806 002 738 68.7 808 823 720 57.3 AIDS 74.7 716 49,! 006 71.2 710 4U ON 70A I08 °76In 127.1 881 132,5 754 881 112.5 738 00.8 801 98.6 725 79.4 861 88.5 713 70.6 001 81.0 703 63.0 Bel 75.4 694 530 Set Sal 681 ASA 801 04.5 675 39.T 881 63.7 072HON 82.7 848 85.4 574 648 72.1 Set 59.1 640 02.9 554 Sf.T 640 501 545 46.0 648 $0.0 537 41.4 648 47.0 530 34.5 640 41.5 Ste 20,5 048 38.2 Sit 25A 646 36.5 501 m 9aN 88.2 568 70.1 608 US 59.1 492 48.7 583 51.4 491 42.8 588 45.8 483 37.9 5611 45.d 476 34.1 560 38.1 d70 2$.4 580 33.d 459 2d.3 58$ 30.5 452 27.3 S88 25.7 d47 WB�wt08In 47.9 499 48.9 405 449 412 3Bg 34.2 44D 35.7 393 20.9 4{9 31,7 367 20.0 440 28.0 362 23.9 440 26.1 377 20.0 440 22,7 368 17.1 449 20.4 361 15.0 449 18.9 350titin i4,1 i2$ 4SA 385 {2E 37.8 379 31.5 425 32A 373 27A {y$ 20.1 307 x4.5 4x5 281 382 221 425 24.0 358 18A 123 20.7 350 16.8 425 18.0 343 0f26N 34.9 384 35.5 331 364 28.8 328 24.8 384 25.8 327 21.8 364 22.8 317 lfl.4 384 20.5 313 17.5 384 18.7 309 U to 144In 20.2 253 20A x33 16.8 x53 17.1 TABLE 16B ANCHOR CAPACITY ADJUSTMENT FORMULA: @a AnchorCa ad Tables s H �rc� ANCHOR CAP. ,,", Subslrsle: 2.7a Concrete 3.Slc sono. naDow GAU FNed CMU P7 wood Aletal (DP_)X( �=ANCHOR CAP.,,, &18'Eko 114'S9Eko SH8'Etoa 114'SSEka pf0&tael 8t29ted 8t25teet MULLION Anchor Clip Patterns ArrttarType: 3718'Ekat8ltscai t14•Ekouxraoon Ultwon 3/16'EkouArmon 114'Ek.Macon AggroGalor Uemcon A991epolw Scmw(OS)8orew(05) 9crew(GS) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge Wtsme('mk 1' 2-1/r r 2-rn• 3.118• r 2.1rz• 1• 2-MV 2• 3-116- 2• 0.48• 0.54• oaz4• CAPACITY REQUIRED-CORRESPONDING TO AN Embedment On): 1.3/4' t-314' 7.314• 1.314' r MW MA' t-1114' t-114' t-114• t-Ila• r fate' lace• lades ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchots G V Min.O.C./(t)2x5 Angle Gips/(FID.1): J901bs 380IBs g50las 890lbs 17000ss 2701bs 280 ms 354166 740lba 3741bs 720lbs 9461ba 3411 4421bs 560 It, OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Awhom&3,5'tAa O.C.t{2}2c5 Algia pipa/(Fq.2}: 789lbs 780 ma 700ros t8701bs 2525916 540lbs 5601bs WA t120ka 748Ibs 9a0lbs 189x lbs 682lbs 885 rw 1120 ros CAPACITY(FROM THE TABLE)OF THE SELECTED O Anchwa H 2.71'On,O.C./(2)2x5 Anglo pips 7 fFSg.3Y 1120 Do 1120lbs 9581bs 2246tbs 2254 No WA 8401bs WA 1059IN IVA 1320 Ib. WA 10221bs 13271bs 1660 ft MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE piZ FIGURE 1: ANCHOR CAPACITY TABLE. ,.,n j�a;sW,th.Fi»rideHanditr••t� TABLE NOTES: }re Da1t0S jv 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. M a101 ProductrAntrot FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. i 1(i t 1 i t 1717 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. `��� pN„.....,AAI/(l • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125' 45° ``�a'��.'A,iCENS(• Fop ori FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. F No.687054)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED • _ • • YELLOW SOUTHERN PINE.WITHANSGOF0.55.ALUMINUM SHALL BE5063-TS AND BEA MINIMUM OFA25" --U S •t�'� THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045-THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT :^73'• qt (/ 4STATE F '•tU LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 5'BAY %O MULLION •'•.,FCORtOP•••'•\?� • • THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. :�fiss ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS, t/ NAL. 1111 \ A.LY�it�MILLER,P.E. FL P.E.#58705 f. H1.000'-I 1-11,250-1 -� 1.000' I--- -•I 1.000" I--- � --� 1.000' f--- 1.000' f-- 125' I I ax �rc a317 5" am-' 25' 3.188'aS� 2 2.750' 2.750' .125' 3.125" .125' a23716" 25' .125' 2.000' 2.000" 2.116" N .265" co .125' Z �,N L125' I 6 1" ' 900" f D WfJJJ--- ff T W 1'X2'X.125'MULLION 1'X2'X.375"MULLION 1'X2.75°X.375'MULLION 1'X2.75'X.650'MULLION, 1"X 3.125'X.5'MULLION 1.25'X 3.188'X.265'MULLION 1.26"X2.11'X.125'MULUON Q Q,o a: 6063.76 ALUM. 6063-TB ALUM. 6063-T6 ALUM. 8083-T6 ALUM. 6063•TB ALUM. 8063-T8 ALUM. 8063-T6 ALUM. X-SECTION X-SECTION XSECTION X-SECTION X•SECTION XSECTION XSECTION m O O 0 Z m O TABLE A Z IZ11 z m STAN-TO ALU IP I 2X53-Te ALUM. Dlmenelon Value(in) For Mullion: 2 a 8063-TB ALUM. 6063.78 ALUM. � O 2.000' I X-SECTION I 2'125" 2.000' XSECTION A 1,645 Q 0.-- LK U•CLIP 1 I 8063-T6 ALUM. I .125' B 2.654 1'X2'X 125' H O r 125" XSECTION L Aluminum Z ¢ rn o C 0.895 Tube Mullion Q Z 00Z T'I� D 0.740 Q 'o 0 .125"J I 4 A 1.125 Z -I.740"F-- 1"X2"X.376' w O 5.500' C 0.636 Aluminum = Q _ CUT HERETO .375' Tube MUIIIOn .375" 3.125' '-1 CREATE F-CLIP,SEE MIN. F'�5.000'--moi D 0.490 Q.,� Z O O MIN. r DETAIL F,SHEET4 I .375'MIN. I-- .338'MIN. A 1.875 �' u0m00 .'. r--------I r- TOPVIEW-- �---- --------------------- B 3.000 1"X2.75"X w I I I I I A A vcuP A H------- + 375 Aluminum L_ ____-J ____J 6063-T6 ALUM: `- .^--------'---------- 2X5 ANGLE CLIP C 0.767 TOPVIEW 6063-T6 ALUM. D 1.118 Tube Mullion � STANDARD CLIP CENTtR OF ANCHOR HOLE MUST LIE WITHIN THE E .450 Mln. 6063-TB ALUM. DASHED BOUNDARY.SEE SHEETS 5-17 FOR THE A 1.312 1'X2.75"X ZNTER OF ANCHOR HOLE MUST LIE TOPVIEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR HINTHE DASHED BOUNDARY.SEE ZKOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER r 1/18'. B 3.000 .650" SHEETS 6.17 FOR THE ANCHOR O.C.' WITHIN THE DASHED DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE - C 0.476 Aluminum DIA METER:ANCHOR DIAMETER 1116". SHEETS 6-17 FOR THE D 0.838 Tube Mullion ANCHOR O.C. TABLE PRODUCTREVISUD DISTANCE.MAXIMUM PGT Part# A 2'000 "e cmgNylilywlth the Florida ANCHOR HOLE 1"X3.125'X Mull Dimension(sheet#) B 2.837 -pfo N _ 5.500' .375' DIAMETER:ANCHOR Mullion Std.Clip 011setCllp U-Clip Angle Clip .500'Alum cccptoncvNn .375" MIN. DIAMETER 1/16'. C 0.863 Tube MUII I ate MIN.' 1"X2"X.125"(5) 66605 1 666113M 6661118M 666243M 666511M D 1.137 BY ----_ --_----I---_______-_� 1"X2"X.375"(6) 666006 666114M 6661119M 666244M 666512M A 2.625 ilaml cdeProductControl 1.25"X 3.188' 1"X2.75"X.375"n) 66607 666115M 8661120M 666245M 666513M B 3'262 C .862 X.2651 Alum 111 j i B 1"X2.75"X.650"(8) 66608 666116M 6661121M 666246M 666514M D 7.762 Tube Mull `\���ONyLYNNn71�77/7� �--- ----, D I 1"X3.125"X.500"(9) 66837M 6661116M 8661119M 666242M 866515M ���,• �1cENs(''•�F� %, I I I 1.28'X2.11"X L i 11.215'X3.1188"X.265"(12) 68841M 6861117M 6661113M 668241M 666516M A 1.813 .121°Atum �' x' -------� ------ = No.58705 1.26"X2.11"X.125'(18) 69370 NIA NIA I NIA 666517M Tuba Mull _ OFFSET CLIP O NOTES: f4 •C(/` .125" 8083-T6 ALUM. ST TE OF �!` 1 TOPVIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 740' 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS&ANCHOR O.C.DISTANCE. A.LYNN MN LIEF,P.E. 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. - FL P.E.#511705 1.000- 1.062"-1 740' 083, .3W .062" 125' .062' 438" N 0 4.. 0' 4.001)" 4.000" F .12S*STANDARD CLIP 2.625' 2.000' 6063-1'6 ALUM. 2.126' 3 L S5 �D2 r- 26� .126, Zooc* 2X6 ANGLE CUP X-SECTION 6_�T6 ALUM. M. 6083�7CLAIPLUM. X-SECTION .1257' .125* 125' X-SECTION 125 1 j . -C VA m .031' w - z 0 .125 CENTER OF ANCHOR HOLE MUST LIE WITHIN THE -i LU a.37W .375" DASHED BOUNDARY.SEE SHEETS 6.20 FOR THE -j R-1 2 11 ANCHOR D.C.DISTANCE,MAXIMUM ANCHOR -T -i. HOLE DIAMETER:ANCHOR DLAMETE 1/16r'. in 0 1 4"XA25.7 X 4*X.375' X 4*X.376' rmow w rj) 0 MULLION MULLION -T--MULLION m z n F- 6063-TO ALUM. 6063-T6 ALUM. 6063-T8 ALUM. CUTHERETO m X-SECTION X-SECTION .376" 3.125'-� .375" .375' Z) 0 X-SECTION CREATE F-CLIP.SEE F- - MIN. OETAILFSHEET4 MIN. (1) 1.250".--1 Z 6 14 .375' U-I� A r CENTER OF ---------\---------------q.375, 2, 1.250" 1 1 is'j ANCHOR HOLE I MIN. N z MUSTLIEWITHIN THE DASHED < n 1.250" BOUNOARY.SEF F- L) < 1c .x 3.12-- "2,0" 1115 C0 Z C) 2.875- SHEETS 5-20 FOR -------- Z THE ANCHOR O.C. F< Z 00 3,94' (1) < sc>gl�! DISTANCE F) z 3.260' 2L2 ANCHOR HOLE LU 0 1, DIAMETER: MAXIMUM .100* .100 .1'00. ANCHOR I I I-L -.1 DIAMETER Vt6* ---------------------i ::) L < �0 Z.100. 260tH-T6 ANGLE CLIP (L U) .624" .624' 2 5�O L rt STANDARD CLIP U-CUP 6063-T6 ALUM. - ZIE ANCHOR HOLE MUST LIE 6063-T6 ALUM. 6063-TO ALUM. TOPVIEW L 7-1) ---1.820* 1- ---1 .820" F-- ---1 .820'1- W, OF THIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW 1.25X 326'X.624* 1.25'X 3.94'X.624' SHEETS 5-20 FOR THE ANCHOR O.C. TABLE 0 TABLE C,CONT. MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE 6006-TS ALUM. 6ODS-TS ALUM. 0005-TS ALUM DIAMETER:ANCHOR DIAMETER+1116'. Dimension Value(in) For Mullion: Dimension Value lin)lForMullion: X-SECTION X-SECTION X-SECTION F 3.687 1-3Z4'X- -fF- 0 1.000 .125" G 0.500 X.624' 2.661" 3.469' 5.500*------------- H 2680 Altxniwm H IA38 Aluminum 1.877 .125' .376' 1 3.000 Tube Mullion ---1 3.260 Tube Mullion 1.377'--A .125 MIN. 376' F 3.187 I'X4*X F 2.625 Ti.25*-x3.w iG 0,767 .3761 0 1.125 1 X.624" PRODUC)'REVISE'D ----------T H 2430 MmInum H 1.500 Aluminum UvowpjvI1qjw I J& Allftyor a I 3.000 Tube Vr 1 3.250 Tube Mullion l3undloscode 14�-11109,tj 6F z 11.28'X3.25] F III 2.813 30-Bay Mull Am�*Ivnw No I- ffic Q760 F 1 2.075 145*Say Mull I X-1OD1 45�* H Altaninum .125' 2.260' f I ! i 1 i 30, Tube Mellon 280745-BAY MULLION 3.'260" TABLE 0 tj I 30'BAY MULLION 6063-T6 ALUM. 6063-T8 ALUM. X-SECTION Mull Dimension POT Part 0 X-SECTION (6hoeth) Mullion Sid.Clip lOffsot CUP U-Clip Angie Clip "17 ON 3.1Z ILL 1.2 MULLION I/ QALIL4 ION ALUM. T,.N T OFFSET CLIP V X4-X.125-(10) 69364 6FA111M 16661122M 666241M 668518M (�G/l *: N0.58705 A25-- -L .226" 6063-T6 ALUM. V X 4-X�375-(11) 66610 666112M 6661123M 666242M 666519M 8 X E. NOTES: .740".22e v--4 TOPVIEW 1-X4-X.375--r(11) 66653 666112M M1123M-666242M 666519M - NOTES: 2.l.0 1.2SX a2V X.100-(13) 20160 6661127M 6661124M 6662410M 6665115M X. -(14) 20l., l.Wff 6661128M MI 125M 6662411M 6SO5116M iSS 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN E 1.25'X3.26-X.62,P(14) 20161 E SHEET. 'I 201 l2S'X394-X 624'(15) ?0182 66611117M 6661126M FW-241M 6665`17 2)SEE SHEETS 6-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS, R (l.) 06649 ji Deem.(,) .il NIA NIA NIA 6665110M 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 45 Degme(20) 65650 WA WA 6665111M A.LY P.E. FL P.E.#58705 TABLE E � F MullDlmenslon PGT Pert# "x (shoot#) Mullion Std.Clip I U-Cllp Angle Clip -'1`'-'125" I '�(- .125' --11--.125' 2"X4"X.26"(18) 66602 666261M 668271M 6665112M i`j o0 F 1STANDARD CLIP FI U-CLIP r 2XS ANGLE CLIP ag 2"X6"X.25"(17) 66604 666282M 666272M 6665113M I of 8063-T6 ALUM. 6063-TB ALUM. 8063-TB ALUM. 2.000' XSECTION 2.125 XSECTION 2.000' X-SECTION NOTES: N Lt .125' 1 .125" .125' 4 03 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING (A bN -W DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. ZO UI-) 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE I�1490'-I T W HOLE LOCATIONS. 1.490' J W 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5.500' CUT HERE TO 5.000' _375' Ud O o 0 2.000' 375 3.500' � 'i CREATE F-CLIP, r_SEE DETAIL F, .375' rY .375' MIN. ZO to J MIN, sHEEr4 MIN. F Z O ------ ----- r-------- ---� -----� --- -- -T i------------ ----i Z �i m W I I I j j _j CL v rcZ 4.000' I I j I Q J Z- I _E� re- -I-- - - --I- 3.438" +-- 3.438' re T--------I Z Q Q rn o .250'- 2"X 4'X.25' I I I I Q Z MULLION I I I 3.438' I I F, ZQ 8063-T6 ALUM. j i i .375' Ln V'- Z o X-SECTION I I I I I to � 1 --1--- --------� A-4---i - -- L---------------------d MIN. W O Y `L L'- ------.- J 0 L- STANDARD CLIP 2X5 ANGLE CLIP 0 2 ¢ O 0 U•CLIP.8063-T6 ALUM. Q u CENTER OF ANCHOR HOLE MUST LIE 8083-TB ALUM. SED FOR 2'X 4'MULLION,SHEET 16 CENTER OF ANCHOR HOLE MUST LIE 6083-T6 ALUM. OL Z m(n (n .250' WITHIN THE DASHED BOUNDARY.SEE TOPVIEW WITHINTHEDASHEDBOUNDARY.SEE TOPVIEW O s.0 SHEETS 5.20 FOR THE ANCHOR O.C. TOPV(EW SHEETS 5.20 FOR THE ANCHOR O.C. DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE DIAMETER:ANCHOR DIAMETER+1118. WITHIN THE DASHED BOUNDARY.SEE DIAMETER;ANCHOR DIAMETER+1116'. SHEET$5.20 FOR THE ANCHOR O.C. 6.500" DISTMCE.MAXIMUM ANCHOR HOLE CUTHERETO DIAMETER:ANCHOR DIAMETER+1116'. 5.000' 2.000'- 3.500' CREATE F-CLIP, f` '1 .375' .375 SEE DETAIL F, .375' MIN. r-SHEET4 MIN. MIN. 375' -------- ---------------- - I I I 1 I I I I I I I I ca[nP1Yl68 whh the PWida N�.4- I I I I I I 1 I I I I v� '^ I I eProduct onuol .250' 6.000" re -j -- T- --j- 4.688' 4 r 5.438' re +--------� 1 I 5.438' I I �1111NN - i 5.438' I i \\ \0.. .... . 2'X6'X.25 I I I I I j et��,.•'1,\CENSE �'P i MULLION I 1 I 1 _ •'•1'f 6003-TB ALUM. I I I I j j _31' IJo.58705 XSECTION I - .375 - _ L------------ MIN. '- I L TATE of �4 STANDAROCLIP U•CLIP 2X5 ANGLE CLIP �`S'•,F(ORIO ....••C�`;: .250' 6083-T6 ALUM. 0063.78 ALUM. 6063.76 ALUM. �,'& A�- -'11 TOP VIEW USED FOR 2"X 6'MULLION,SHEET 17 TOPVIEW �/I TOPVIEW A.LYNN MIL'LeR,P.E. FL P.E.#58705 EXAMPLE 1.•SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES,THE WINDOW FRAME DEPTH IS 2-114".THE OPENING REQUIRES A DESIGN PRESSURE OF+60.0/.60.0 PSP. NOANCHORS IN HEAD 1)INITIALLY ASSUMING THAT 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 TABUS FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.1/4'AND WILL MEET OR EXCEED THE REQUIRED FF DESIGN PRESSURE OF+60.0/-00.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. xC Q SEE -LL FENEsrRAnON DETAILS, FROM TABLE 3A,SHEET 7,THE 1'X 2.75"X.376'MULLION(LENGTH=72',OPENING WIDTH'--70')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS 0-58.3 PSF AND WOULD SHEETS O �do NOT BE SUITABLE FOR THIS APPLICATION. a PRODUCTS 0 APPROVAL 2-3 of �. FROM TABLE 4A,SHEET 8,THE V X 2.75"X.650'MULLION(LENGTH=72".OPENING WIDTH=70")HAS A DESIGN PRESSURE OF+1-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE ILI MULLN 72' OPENING AND MAY BE USED IN THIS APPLICATION,NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LOS. CJ IO LENcut 2)USE TABLE 48 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X5 's ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. Z w N rc SEE O I^ SHEETS 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS.WILL J W APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE .� W 23 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. Y m 07 1N THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+1-60.0 PSF.zTHOVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 CBS.ALTERNATIVELY, W o O O ANC—HORB•-�wt-wINOOW SIL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: O ~ IF�MULLwIDT 11-- 636 LBS 72.7 PSF _ L------ (60 PSF)X `t -24.9 LBS '{MAY BE USED TO QUALIFY 11110 S�'EEL SCREWS FROM TABLE 4B -1 OPEN[NO WiD7H +.. ) THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2-318'.THE OPENING REQUIRES Z 6 Z DESIGN PRESSURE OF+50.01.55.0 PSF. Q n � FOR THE VERTICAL MULLION: ~ ¢ N o 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32'+72'+1'=105'AND THE OPENING WIDTH IS 36'+36'+1"=73'.REFERENCING SHEET 25, Z THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FORAMULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.318'AND WILL N U)a p o EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.01.55.0 PSF.IF THE TABLE DOES NOT SNOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. J N b° o w CL MULLWIDTHFROM TASLE 3A,SHEET 7,THE 1"X 2.75-X.376-MULLION(LENGTH c 108',OPENING WIDTH-80')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE ISN-15.1 PSF y r. AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. ' FROM TABLE 12A,SHEET 16.THE 2" 0 o X 4"X.250"MULLION(LENGTH=.108",OPENING WIDTH=80")HAS A DESIGN PRESSURE OF+1.64.7 PSF WHICH EXCEEDS THE REQUIREMENTS EL EL Z DETAILS, Ls, FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. 32' ~"SEE SHEETS FENESTRATION 2a BECAUSE 1T IS NOW KNOWN THAT THE MULLION WILL ADD 2'TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36'+36"+2'=74",NOT 73'AS PREVIOUSLY PRODUCTS ASSUMED.VERIFY THAT THE DESIGN PRESSURE I$STILL APPLICAB�E FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN APPROVAL THE 73"DIMENSION(35-I/2-+35.1/2"+2'=73'). _ t 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED VERTICAL i i CONCRETE HEADER AND SILL ARE S'WIDE.IF THE MULLION CLIP WkRE TO BE CENTERED WITHIN THE 8",CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. MULLION SEE L '`�SEE USING THE STANDARD CLIP WITH(8)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-12'GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND LEN' DETAILS. DETAIL E. THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS.ING SHEETS 2.7 SHEE73 FOR THE HORIZONTAL MULLIONS: HEIGHT FOR BECAUSE THE VERTICAL MULL WILL BE A 2'X 4'X.250-MULLION,IN,THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER U MULLIOON 721 � MULLION TYPE COULD BE CHOSEN. IRODUCrREVISED J 4atttpiyingwWktAGFMddE 1)THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT IS 32"+7242'-106'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAY BE 3u0ding Qodc A �„ USED.FROM TABLE 12A,SHEET 16,THE 2-X 4"X.257 MULLION(@ LENGTH=42",OPENING HEIGHT=120")HAS A DESIGN PRESSURE OF+1.170.0 PSF WHICH EXCEEDS THE m,,mlan No;L f �2� .. REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APP4ICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 621 LBS. SEE DETaTS, 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" "Z')Ado Prodvel Cartrol 44- SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8'}CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH T— �� (4)3116"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED I i I i i I// ANCHOR CAPACITY OF521 LBS. g�Y LYNN A1jt AAj� 30',NORI2. 30",HOWL �.•. ( �/ —•-II--- 4)FOR THE U•Cllp IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12B FOR THE U•CLIP SHOWS THE ANCHOR ti` ��'�.• �„\GEIJSE •. /� MULL LENGTH MULL LENGTH CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE }K OPENING WIDTH FORVERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW. 7Yi NO.58705 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: - - +/-84.7 PSF FROM THE VERTICAL MULLION; +1-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHINGTO CMU; •. �'({j rj :,tU\ +/-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). . ATE F <!! THE LOWEST DESIGN PRESSURE IS+1.64,7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. rCOfttDQ.•'• \,� VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM,THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION l /ss/n j\IA\- PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYNN ME!LF g,P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#68705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING: 9� N I mm•yi I pNr PW Lu T�jdo PIN I c ao — — I 1 LL I _ Z y§N }m SHIDH SHIDH SHIDH SHIDH PW pW Z J inN a 4 4 4 4 w I / / W U) 00 / w o� O LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j / / p 7 co fA SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS i / HINGED ~ I `r DOOR I SGD Z g mW LOADING OF VERTICAL MULLION i PW I W o v rcZ LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q a r d' PW I Z ¢ N o I ¢ 86 00 Z / I PW PW PW D O PW 1 LU SHIDH SHIDH- I - - - U O Q SHIDHZ SHIDH_ O co SWOH 2i of 12� 12 FHR �LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLIONSILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION 1PW PW - I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION I P HINGED I NOTES: ROD DOOR PW PW I - lcomplyj g ph WcIrlodda 1)DRAWINGS ARE uildlogCode 4-1 0/{ I — RERESENTATIONS OF TYPICAL \mpw NO 1 1 pW CONFIGURATIONS. , / / i CONFIGURATIONS NOT SHOWN / PW MAY BE EXTRAPOLATED FROM app} Coll o O j THOSE SHOWN. 2)IF THE LOADING TYPE CANNOT �%\�(LYNN ,1 14 eF BE DETERMINED,USE � i RECTANGULAR LOADING. e,,�'•�,�CL-NSC•'•.,•P P PW W 3)SEE PRODUCTS'APPROVAL FOR No.50705 , ACTUAL ANCHOR LOCATIONS. y,! Z—�; LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION [� a / 'O•,u !S y- PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS 1 '�� AT6�F SGD '.n'P'••..FioRw..,.••G�� LOADING OF VERTICAL LOADING OF HORIZONTAL A.LYNN MIULEK.P.E. MULLION MULLION FL P.E.#58705