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7/1/2015 Florida Building Code Online � � � �`n s �t3 � at ; " � � t r C� �i •h E�� r BCtS Nome Log In User Registration ( Hot Topics k Submit Surcharge Stats&Facts j Publications FBC Staff BCTS Site Map p Links Search Bush8s. FrQfessi nal ' ;''USER: Publics User Regulation 1119tlilll Wrl, Product Aooroval Menu>Product or Application Search>Application List>Application Detail fig t 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 ]ens Rosowski jrosowski@pgtindustries.com Technical Representative ]ens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Steven M. Urich, PE Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/IS2/A440 2011 AAMA/WDMA/CSA 101/IS2/A440 2005 AAMA/WDMA/CSA 101/IS2/A440 2008 ANSI/AAMA/WDMA 101/I.S.2/NAFS 2002 ASTM E1886 2005 ASTM E1996 2012 ASTM E283 2004 ASTM E330 2002 Equivalence of Product Standards Certified By https,1Auww.Aoridabuilding.orglpr/pr app dtl.aspx 1/3 71112015 Fiorida Building Code Online Product Approval Method Method 1 Option A Date Submitted 06/11/2015 Date Validated 06/16/2015 Date Pending FBC Approval Date Approved 06/25/2015 Summary of Products FL# Model,Number or Name Description 1435.1 SH -200 Aluminum Single Hung Window (Std. Meeting Rail, inc. Pass- Thru) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R16 C CAC Certification SH2O0.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 05/28/2016 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R16 II SH-200.odf pressure, size and anchorage information.The Pass-Thru Verified By: A. Lynn Miller, PE 58705 version was not tested for water infiltration. Created by Independent Third Party: No Evaluation Reports FL1435 R16 AE SH-200 Evaluation.odf Created by Independent Third Party: No 1435.2 SH -200 HD Aluminum Single Hung Window (with HD Meeting Rail) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R16 C CAC Certification 200HD.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 01/08/2017 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R16 II SH-200HD.Ddf 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 FLI.435 R16 C CAC SH-500 Certification R14.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/27/2016 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design 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.edf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 09/07/2017 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 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 httpsJ/ww,,,v.floridabi ilding.orgtprlpr app d l.aspx 2/3 GENERAL NOTES: 'IMPACTRESISTANT 1):THE ANCHORAGE METHODS SHOHAVE BEEN DESIGNED-TO COMPLY' ANCHnR LOCATI015 WN &SPACING WITH THE FLORIDA BUILDING CODE FOR THE DESIGN PRESSURES:LISTED;. 2)WOOD BACKS DEPICTED AS IX ARE LESS THAN 1 W THICK 1X WOOD ADD.ANCHCR "52=118'.MAX:BUCK BUCKS ARE OPTtONALIF:UNITISINSTALLEOOIFEC7LYTOSOLID, AT MID-$PAN CONCRETE.WOOD BUCKS DEPICTEDAS2X ARE 1At2 THICK OR. . 52-118"MAX:BUCK 1 q_j�g1 FOR W W>.32': ,: �I'. B MAX. -- GREATER.ATTACHMENT.METHOD OF WOOD.BUCKS SHALL BE DONC BY" : I ,� 118,MAX. MAX: OTHERS:. . .. I ---0- .9)SEE TABLEFOR MINIMUM EDGEDISTANCE FROM CENTER OF ANCHOR 10-MAX' ..r.�. TO SUBSTRATE EDGE(EXCLUDING FINISH OR STUCCO$. N i 4jSHlh"EACH ANCHOR LOCX. ATION WHERE THE,PRODUCT IS NOT FLUSH TO: - THE SUBSTRATE,,USING'SHIMS;C"LEOF TRANSFERRING APPLIED,' r✓f`' LOAQS .• ; .f, MAX t l' MAX.. -61"ANGORSSHAlLO]:COATEpORCORROSIONRESISTANTAS- APPROHPRI ATE FOR SUBSTRATE: MATERIAL:DISSIMILAR MATERIALS SHALL 1 �' BE PROTECTED AS REQUIRED TO PREVENT REACTIONS:ALUMINUM SHALL, 12" 75 BE PROTECTED'FROM DISSIMILAR MATERIALS AS SPECIFIED IN THE . MAX. MAX FLORIDA BUILDING CODE. BUCK:: fti �.... { Bj"ADHESIVE SEALANT:SHALL BE USED BETWEEN SUBSTRATEAND'' wL: - •'FLANGE OR FIN.OVERALL SEALiNGIFLASHING'STRATEGY FOR WATER ��'"� ,RESISTANCE OF INSTALLATION SHALL 8E DONE BY OTHERS 75 / MAX;. 7)MATERIALS USED.f•OR ANCHOR tVAiUA-TIONSWFRE SOUTHERN PINE,' MAX. 2.7.KSI CONCRETE AND CONCRETE MASONRY UNITS COMPLYING WITH;. BUCK. ASTM:C•00,GMING'COMPLIES WITH ASTM EMOC 1 MAXk e)'THE 113 STRESS INCREASE WAS NOT USED IN THLS ANCHOR:.. . EVALUATION:THEIBLOAD OURATIONFACTORWAS.USED:FOR THE ,. •'•'•• "�'""""" EVALUATION OF WODOSCREWS:, I- 'd=118'MAX. -9}IF-THE EXACTPRODUCT SIZE IS;NOT LISTED 114THETASLES ALWAYS ROUNDUP;TOTHENEXTL4AIPERVALU "' FLANGE 3EdUAL,LFG:FfiAME•, FNfi?AME, TABLE 1:FW&FLANGE`iA*DOWS .•TABLE 2:FLANGE.WINDOWS; ..... TABLE 3:FIN WINDOWS BuckSfze Dcsl nPresulre Certlfi6ifun n Ed Idtrt Min.Edl� MiR . - Sf. 'TeSt$eports.:.;' ,Mi 0? Ah6hcrlype. ..Substrale . _ Anchor Type Subsliafe Dist. Embedment .. sf ,Numbers. . ..::..._ 't%BI. 'Eoitseumail SZ=1/8" 75 60.`' 1.477' ,FTL 5711,572r i/Yx 135'° Wood.(SouthernP(no 7AW. 1;318': Wood(Sou:hemPing) wir 17/18" . ' ) >Roofi:t(T Nail 3t8 (18 Sted S1Ud Gr 33 ;045 GA) 2.1/2 x 151" fY10 Steel SMS wood(Soullam Pliio), 915' 27!18" h 7!$ �I AIuRtlnuni4XX,3-75, 318' 1f8 CarletonNaI' I Steel,A36 318" il8 tt1 Shoal Wood(Sou beet Pita) 9116 1 3i8 5116".LAtv11 _�3 ANNEALED 3I10 M GLASSNOMINAL: 11 _ sh{ I; t 8" 090 DUPaNT_ GLASS. h oav. I r U 2 flz 1.t1� r;o slTeeq': ... f NOTE'FOR ALL MEtALroWIRATESCRIAVE3AaCOART.sNUL BE MSA.]714✓FADS' .. . PI/B INTERLAYER-. ecrotw i(aa FACE oc�tnT wu. Screw Wood(S*u`l Pk o) 7116, 1 B' II AIRSPACE tt alg. ANNEALEd !� I( „ . 8 G11 ANNEALED s% GLASS .�° : + a u.�ar ow^ uxw, rmaocwr«:crrvaat+umvrrwm SKt 1., �1ZSr11. rf�.anmuurme J�osaJV� ,912 EXTERIOR•' TkC tcrxusrRra R NaM. ..i i .,I✓L: �♦ I 70TECHN LOGY2 RWE _ ... _. ... QOW 119 -- FLc RT10FAV7HH.jZ3sOG SINGLE HUNG INSTALIA`PION SILICONE' . A:`Lyng Miler,P.E,. dam.d,'m�t.- ` P.f.A5870.S' .. SH•800 ._ NTS :: 1.4' .. 2032411,.18: F ^ INSTALLATION WITH FLANGE FRAME' (FIN REtdOVEA}, EDGE ...._ DISTANCE _ �`.�. �. DISTANCE ,.,.. Ii$I�BST} �� ,,tt'� A SQ PT E)1BEDMENT EXTErtIOR. I r. lXWOOD,SHIM � L{AT i .. EXTERIOR, M . FLANGE FRAME, JAMB INSTj1lLATION 3-114": 9 I {DIRECTLY TO.SULI.STRATE) FLANGE"„F, ?:ME,.' FLANGE FRAME: . HEAD INSTALLATIONHEAD INSTALLATION (USING IX BUCKSTRIP) (DIRECTLY TO SUBSTRATE) • r�ffff \��, �L::I oR EXTERIOR:: rEXTERIOR - ' NO t ✓ 17 '{ NO. ANCHORS U ANCHORS1 REQUIRED n REOUIRED ' I I`l�— IIILLL���llllll //./�✓ ,,��\\\:��., �_ S ELIL STPATE :.:.:>.... •. ` r. 1X SHIM ...:WOOD SHIM.,-��.._.f.J�^.,,..r,,�..-_ .J/1MQ t ST pN ;,a s (OSING IX BUCKSTRIP).. SS r f f< ( 6 r 1 FLANGEFRAME:, / ✓ J`/ r t SILL INSTALLATION, !,SUBS.IFATI f t (DIRECTL.Y TO SUBSTRATE) LANGE FRAME, .<.. ... - SILL INSTALLATION .. !a,!.rt .. rrarroau+rcw cwuramecva� . ;(USING 1XBUCKSTRIP,), J.ROSOwski 03125!11 ` -RIGIp VINYL FL r - »a ., grwc Rrrt«so...: .. _ '....nwcrr�tm:r,4m:notonrravcwrws wx+zr.�wralaa�w+�srm as K nwar^Nxtrncra xss� mrx . attcaawrwim INSTALLATION NOTES!,, � `1}$BE SHEET I FOR SPACING REQUIREMENTS.- 1010 TECH14OLOGY DRIVE rm.:, .. 2)SEE TABLE 2 FOR ANCHORAGE'AND SUBSTRATE REQUIREMENTS: HDKQMI- FL14275 . -A T' : .SINGLE HUNG`INSTALLATION 3)MA%,SHIN}THICKNESS TO BE 114'. , 9)ANCHORS HEAD:TYPE'MAY DIFFERFROM SHOWN.,. A.L'nn Miller,P.[. . .. .:PE.#56705' SN•500 .'NTS 2 Of:'4 ..203251.1JR. INSTALLATION WITH EQUAL LEO FRAME (t!NAND FLANGE REttOVED) EDGE ¢ DISTANCE+ . EDGEB-_RA 4' I DISTANCE i' -�-- � ha pSTIOTE .- .. EMBED}dENT EMBEDMENT ! f/�• ;a, s �.t,' «,'^4.. x )-'.,..."'e h�.: WOOD SHIM II sGB J TEP EXTE1ilOR; EXTERIOR EQUAL LEG FRAME; JAMB INSTALLATION (DIRECTLY:TOSUBSTRATE) E4UAL LCG FRAMES HEAD INSTALLATION. EQUAL LEG FRAMEx: (DIRECTLY.TO SUBSTRATE)_. HEAD INSTALLATION (USING.IX BUCKSTRIP) EXTERIOR Ill4UF 'NO AN HORS �+ ml"ILSEZ AN'CHOR9 REQUIRED T . - .. ,SUBSTRATE.( ,1X:. SHIM WOOD C7 EQUAL LEG FR4ME,, � JAIr1B INSTALLATIOtJ a �. SHIM'' jam ' r� SHIM� 41 � '✓ (USING,tABUCKSTRIP) r ,, "Ix WOOD � E r K1 � � SUSRAT F' r , , EOUAL LEG_..._.FRAME; SUBSTFjAT£. x _ SIL(.INSTAL.LATlON l ....::... ..........: (DIRECTLY TO SUBSTRATE) EQUAL44EG FRNv1[, '" q& INSTALLATION a.••m< .. an wewl ratamavcaau wvuxn ;(USING 1X BUCKSTRIP.) J.ROSOWSKI '0305111, RIGIO VINYL . OLGt9aElO�Nrpat4lnM. RDN ' ,.. IM'tQZ4NfM'711f]1Ff75£A MbeTixN - ' - +'aYDfPllDQO/R4S INSTALLATION NOTES: m:_ ara" .. SEESiiEE?1 FOR SPACING REQUIREMENTS; 1070 TECHNOLOGY DR yC l - 2)SEE TABLE2 FOR ANCHORAGE'.AND SUBSTRATE EM REQUIRENTS.'' NOXOMIS fL342T5 F•LCERT.OFAUTH.:2hzm SINGLE HUNG INSTALLATION 3)MAX;SHIM THICKNESS TO BEA1117 A 4 ANCHORS HE/+D:TYPE MAY DIFFER FROM SHOWN,: A.l ynn.Mwer,P.E. . Pk;i35S705 SH-500 NTS" 3 of 4'. Z0326i1JR INSTALLATION WITH PIN.ERAME, , EDGE -sU RAE. DISTANCE 9 pt. EXTERIOR SHIM OPTIONAL EDGE.. FLANGE !DISTANCE OPTIONAL' FLANGE "� ExTeaio> . LJ fpl'- FIN FRAISE,. �' Y c..i :HEAD INSTAI.LATIOfJ� � /�!.0 `� SHIM . FIN FRAMEr JAMB INSTALLATION. SUBSTRATE ILa : SHIM OPTIONAL FLANGE 3UB5LRATE i ....OR (/( . �S_J„LrC INSTALLATION` ti» ___._..... .. I • --. ...P'MiY-: .. .. A�CI4.'.:'. A14slt' .. _ 111I(LyiW.:A4LlPA'ICRA4/ANYtAKD : J.ROSONISKI 03fMil RIGID VINYL, roaiaa+rEcc.aUsnarsArf?mcanry nwmr+xtnsvrnar.G�rss�nnr�xrru ; - �saazxavroaa�erxer INSTALLATIONNOTES: .. ... .. 1:TD TECHNOLOGY-DRIVE ' 1)SEL SHEET 1 FOR SPACING REQUIREMENTS: NOXOMIS FL 3x275 :2)SEE TABLE 3FOR ANCHORAGEAND:SUBSTRATF.REQUIREMENTS. - FLCCRToFAUTN:'.,202x6 SINGLE.HUNGINSTALLATION 3j MAX.SHltd THICKNESS TO BE it4". .. - - <A.Lyng Miller;RE;� swaAt+a¢.� a.�r ewe� -P:E.A58705 SF1.500.. NTS 4 of 4 203251}JR. M IAM I•DAD IIIAjNII DARE COUNTY,FLORIDA p PRODUCT CONTROL SECTION -DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADIYIINISTRATION DIVISION T(786)315-2590 F(786)315-2599 r T CEPTANC �' (NOA) ww�v.ntiamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,Fl.34275 SCOP,, This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction(AHD). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may,immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Veloci 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 lwith the latest revision dated 01/29/15, signed, sealed and by Anthony Lynn Miller, P. E., bearing the Miami—Dade County Product Control Revision Section stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade Con Product Contr 1 Section. MISSILE IMPACT RATING:Large and Small Missile ImpactResistaut LABELING: Each unit shall bear a permanent label with the manufacturers 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 manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request pf the Building Official. . This NOA revises NOA No. 13-0815.05 and consists of this page 1 and evidence pages 11-1 0nd E-2, as. well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon,P.E. NOA No. 14--110D M1AMbDADE COUNTY �' fS F�_-. Iaxpiration Dste: May 2b, (f f 5 Approval Date: Februnry 12, 2 i. P I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted rudder previous NOA No. 10-0819.05) 2.• Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25, prepared by manufacturer, dated 08/29/11 with the latest revision dated 01/29/15, signed, sealed and by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked—up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson,P.E. (Subinitted under 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-201 0, dated 06/06/1 i,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. aime D. Gasco ,P.E. Product Control Section Supervisor NOA No.14-1105.01 Expiration Date: May 26,2016 Approval Date: February 12,2015 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 4. Laboratory addendum letter for Test Report No. FTL-6443, issued by Fenestration Testing Lab,Inc., dated 05/05/11,signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA No. 11-0922.01) 5. Laboratory compliance letter for Test Report No. FTL-6443, issued by Fenestration Testing Lab, Inc.,dated 02/28/11,signed and sealed by Marlin D. Brinson,P.E. (Sub►nitted under previous NOA No. 11-0922.01) 6. Proposal No. 10-1070—R issued by BNC to PGT Industries, Inc., dated 01/07/11, signed by Ishaq 1.-Chanda,P.E.,Product Control Examiner. (Sarbiititterl tinder 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 ori 05/26/16. Jainte 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 GENERAL NOTES: NONIMPACT OR LARGE AND SMALL1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE N �h 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 MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS..............................1 �•x o ELEVATIONS.................................1 k' Qo FIGURE I: MULL TO 2X WOOD............_..........2 0.moo w 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS gz z O MULTIPLE [—OPENING WIDTH FOR VERTICAL MULL ARCHESDIBE I ULL TO 1X&MASONRY.._...._.._2 MULLIONS / --� INSCRIBED INSIDE HAVE BEEN TESTED AS'FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES_.....__..._-2 SEE DETAILS RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4'FROM THE CLIP. MULL TO MASONRY_._.................3 LL SHEETS2J SHAPE MULL TO STEEL STUD.._._..._...._.3 (V 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL..............................3 �,° m F T DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN L/180.THE 1/3 STRESS INCREASE WAS NOT USED ANCHOR SPECS...._........._......_....3 Z III / ��,. IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. AL7ERNA7A7E CLIPS...................4 W i \\ BAY MULL INSTALLATION..............4 LD 4 PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2X.126 MULL SPECS...............6 W // \\ ) 1X2X.376 MULL SPECS...............8 _ INSTRUCTIONS, 1 X 2.75 X.376 MULL SPECS......._.7 Q,'u In 1� i X2.76 X.65 MULL SPECS...........8 SEE DETAILS / III / I I 1 /11 I 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.125 x.SDo MULLSPECS_..._.9 m O oo A THRU G; III _ 1 1 SEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X 4 X.125 MULL SPECS_..._.......10 � F-. m Tn SHEETS 2-3 _ I _ I 1 X 4 X.376 TUBE MULL SPECS.._11 Q —1 II / II ATHRU G; ONLY TWO ADJACENT UNITS ATATIME WHEN USINGTHE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN SHEETS 2J 1X4X.18 TMULL SPECS........11 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1.25 X 3.19e x.265 MULL sPEcs...12 � W � VERT. III I OPENINGHENINi 1.26 X 3.25 X.100 MULL SPECS_...13 = W m MULL FOR 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUNDUP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1,26 X 3.84 X.624 MULL SPECS-...16 z LENGTH HORIZONTAL 2X 4X.25 MULL SPECS................16 J QoZ MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST SEE DETAIL E, 2.6X.25 MULLS PECS................17 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT Q LU SHEET3 30'X.25 XYM MULL LL SPE ECS....10 AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT F- 30'X3.250AYMULLSPECS.........10 1- Q N p / REACTIONS. 46'X 3.26 BAY MULL SPECS......_.20 0 Z r' MULLION&CLIP DIMENSIONS.,....21.23 1. Z o �2 FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACON/AGGRE-GATOR NOA'S;ANSUAF&PA NDS FOR WOOD CONSTRUCTION; EXAMPLES 1&2...._._......._....._._..24 D d'9 oo E� PRODUCTS MAY ADM-ALUMINUM DESIGN MANUAL LOADING EXAMPLES..................25 W o' o' BE OF ANY TYPE. MUST LU MANUFACTURED W 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING � LU � w BY PGT. CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH U � Q PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. a.. Z 0 /SEE DETAILS 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. '" �0.'�'w HORIZONTAL AD,G•H; o�a� MULL SHEETS 2.3 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING LENGTH HORIZONTAL WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. 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'RECTANGULAW OR'TRIANGULAR/TRAPEZOIDAL'. PRODUCI'REVISBD w complying whh tho Mrido —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 Bundln&Q1dc MULL 1--OPENING WIDTH--I THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE A=pMco No OSr LENGTH I'- I MULLION CAPACITY ILBS/FT'1 OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/FT 1 FOR THE OPENING OBTAINED IN �Da STEP 1).OPENIIT F ( '��•� r HFOGH 5)FROM THE SAME TABLE USED INSTEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE ade Prodltct Conlro� OPENING MULL �/ HOPI,_ V. REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TOATTAIN THE FULL MULLION CAPACITY. 11111 l I I I I HEIGHT LENGTH / r� MUL� G f� LENGTH 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE S \\ ,���ON .. �//i�' L L ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR `�� P, 410ENF•.!r\ CAPACITY IS MET. * •• OPENING WIDTH - NG•58705 .71• SINGLE MULLION SINGLE MULLION FORVERTICAL MULL 7)IF THE MULLION CAPACITY(LBS/FT')OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIFT')FOR THE OPENING WIDTH OPENING,YOU MAY USETHE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS FGR VERTICAL MULL VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE - %O ',SEE C.ORRESPONDINODETAILS MULTIPLE MULLIONS �(\•'• ITE ' -Z FROM FIGURE 1 ABOVE. - 8)VERIFY THE DESIGN PRESSURE RATING(LBSIFT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION •,•a( !7j CAPACITY(LBSIFT%OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION ss •.,OIiIOA,,.•'�C1`� PRODUCT ASSEMBLY. 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. 1 11\\ A.LYYNN N IvIILY.EL♦Tt,P.E. FL P.E.#50705 J� DETAIL A: MULLION TO 2X WOOD BUCK /--ML&UON DETAIL B: /—MULLION MULLION ATTACHED TO IX UCKSTRIP TYP.ANCHOR OR WOOD FRAMING PyP. ERSUBSTRATE, OFFSET CLIP SHOWN) WOOD BUCK AND MASONRY D oIRs SEE SEE TABLES 18-IOD [ATT (STANDARD CLIP SHOWN) SEE NOTE 1, 04 MULLION SHEET t. DO (n Z AR 21-23 FOR HOLE 4 C�Ll SEE SHEETS MIN 2.7 KSI ED 0 !THF:RTME I I CONCRETEOR .1E r STAND D OR LOCATIONS _' "'L LU [.IF.F EDGE 4CE 4 SEESEETAULES 'AAY.. Z) '..T.'..BY DISTANCE EDGE DISTANCE 18-16B T...: FOR FOR MASONRY METHOD 4 RWO00 ANCHORS LU < c' SCREWS 4 1 SIDE VIEW ca C) .260'MAX FOR cl) ALL MULLIONS 4 (0 4 EITHER THE 2 _j STANDARD OR OFFSET MULL z CUP MAYU E a INSTALLED By HOD. 4 EXTERIOR . .DGE . m =) I I E THIS MET —i < 4 4 DISTE E z z L 4d z o ../7 ° THE OFFSET CLIPIS ANCHORS z co EXTERIOR C)id, WINDDWS,BUT MAY LU R UgzQoaz go TYP.ANCHOR TYP.ANCHOR TYM ANCHOR PERSUBSTRATE, P SUBSTRATE, PERSUBSTRATE, SEE ES 18469 SERE TABLES iD.163 ED =L SEE TABLES 18-108 G D /kf_vOISTANCE BUCKSTRIP SEE TABLES ANO EMaEOMENTSUCKSTRIP 18-198 ATTACNMEM AND EMBEDMENT* • ATTACHMENT SEE NOTE I, BYDT HER% SEENOTEI, 4 SHEET 1, MIN 2.7 KSI CONCRETE OR CMU PRODUCrREVIsIID SIDE VIEW FRONT VIEWm aaDytiyt9gwlththaFfort • FRONT VIEW Do INSTALLATION NOTES. '!}ANCHOR EMBEDMENT TO RASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, Mimni 3dC P(Oducl Contra_1 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 L 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-56705 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. . z luo . Al 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI- DADE COUNTY APPROVED 7'A ELCO ULTRACON OR ELCO 1/4"S.S.AGGREGATOR MASONRY ANCHORS. A FL P.E.9 58705 DETAIL E: n MULLION TO MULLIONg35 DETAIL C 1za An"' INTERSECTION NOTES: g9g MULLION DIRECTLY ATTACHED To ,—MULLION ( ) MASONRY STRUCTURE 7)MAY BE INSTALLED IN'TEE'OR-CROSS' (STANDARD CLIP SHOWN) VARIES INTERSECTIONS. 11:e u 2)MAY BE INSTALLED HORIZONTALLY0 u: (SHOWN)OR VERTICALLY. 1() EITHER THE - I I PER TRATE, to m i ��L � 3)SEE U•CLIP DRAWINGS,SHEETS 21-23 STANDARD OR I I SEE TABLES 10.138 iv)9 OFFSET A1ULL I I TOP VIEW FOR CORRESPONDING MULLION. z w CLIP AIRY BE I 1 I EDGE DISTANCE lAULLION 0 INSTALLED BY 11 THIS METHOD. I I I ANC MASONRY VARIES-4----i "1 W 1 ANCHORS - I I q12 STEEL SCREWS, � SELF•DRILUNG OR PREDRILL o to ``MULLION AND USE SA15 W p O m m O F- m /�C \ MULLION I— Z O J EXTERIOR 4 a _ O j THE OFFSET CUP'S m ♦— • EDGE DISTANCE ° Z U RECOAWENOW FOR Bg FOR MASONRY �« FIN-FRAAIEO LINTERSECTION gggg :Y ° WINOOWS,OUT MAY F a °z ALSO BE USED FOR U-CLIP J I OTHER FRAME TYPES EXTERIOR Q TYP.ANCHOR _Q Z Z Q N o PER SUBSTRATE, G Q Q Z ZZ SEE TABLES IO-138I— cD 0 TYP.ANCHOR SEE SHEETS 21-23 FOR N {-a- �iO a VIRERSUBSTRATE, HOLELOCATIONS to J B A BUCKSTRIP SEETABLES 1B43B AND FRONT VIEW EDGE DISTANCE_ ATTACHMENT SEETABLES ~ (n .. BY OTHERS, •'� SEENOTEI, 16.130 Uz Q O O EMBEDMENT SHEET 1. - 4. Z (n U! • ••- •• •� .. .r •-• EDGE O s,O DISTANCE �_ c MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSICONCRE7E OR CMU Seiae�LEs SIDE VIEW _ $ y FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: -STRUCTURE TYRANCHOR 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. tFOR PER SUBSTRATE, SEETABLESIB430 RODUC7'RBVISBO 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATIONI SEESHEETS ® u wlgnlylnB rrhh Ule Florida ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOa olding CodeCORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE eccptmloo No• FOLLOWING SHEETS.FOR DETAILS A•D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. LOCATIONS3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. MULLION ®' tlwd adeProduceComa•4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3.5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED olsrnNceELCOULTRACONORELCO114'S.S.AGGREGATORMASONRYANCHORS. STEELs7u0sTHINNEa7HAN sEETABLEs �ICFRONTVIEW AND COMPLIANT WITH THE FL BUILDING 18-730 .E,A2XWOOD BACKER MUST USED, ATTACHMENT BY OTHERS. No.$8705 •;�� USE WOOD ANCHOR SPECS EXTERIOR SIDE VIEW �k NOTES: _ _•xj C "l 1)FOR 2XWOOD•BACKEDSTEELSTUDS,WOOD %�.n'•. ST 0 ��•'(V�` ANCHOR VALUES MAY BE USED. !,� ''•F<ORIO \ is .. ..• \\�` 2)SEE CORRESPONDING MULLION TABLES, i SHEETS 6-20,FOR QUANTITY OF SCREWS. - A.LYNN MII!L,L ,P.E. FL P.E.#58705 DETAIL F: DETAIL G: DETAIL H: FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION o�`x� a (F-CLIP)-' (ANGLE CLIP) (ANGLE CLIP) xx� o ' PSpoYo p2 SEE DETAILS A-E, 30'OR 46' 2 V SHEETS 2 AND 3 FOR INSTALLATION BAY MULL TO SPECIFIC SUBSTRATES. N MULLION o D] O O Z AVS O O O O O O O O O J O O TOP VIEW _ SIDE VIEW I i m V o SHOWN WITH I'X 4'X.126' I TOP VIEW I I z m MULLION I 1 1 TYP.ANCHOR � EXTERIOR I� I 1 I PER SUBSTRATE' � U o m SEE TABLES I6B OR HIS z 8 F 1 TYP.ANCHOR I I � STANDARD MULLION CLIP 1 I i--PERSUBSTRATE, I i EXTERIOR (1) rcZ MODIFIED TO FIT FIELD I SEE TABLES I8-14B m I I ? `— CONDITIONS. ; 'a1 I I 2•X V ANGLE CLIP, F' Z a O1 O I 1 I 2 PER MULLION END,MUST BE Q 0 Z N zz 1 I I 1 1 INSTALLED INSIDE OF BAY MULL. W p MULLION I I I I I fn Sul I I 2'X8'X.125' I I ANGLE CLIP, U Z Q > \\ I 1 I I 2PERMULUONEND, Q.. Z O O MUST BE INSTALLED Q. (n co I� I INSIDE OF ANLL. I I TYP.ANCHOR PERSUBSTRATE, SEE TABLES 1B44B „/� INTO WOOD, (� STEEL,ALUM .INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR ALUM,CMU OR MASONRY MODIFIED INFIELD. EXTERIOR cE PRODUCE REVISED Oas Bucomplying omplyiodc hhthePlodda PS 4 j APW4 ®m I ©® INTOWODD,STEEL, E ato ALUM.CMU OR MASONRY EDGE O DISTANCE wlaml adaPToductCanuo PER -o--_� ANCHOREDGE DISTANCE \�`�,ON......... PERANCHOR O NOTES FOR INSTALLATION OPTION G&H: Pad,•' IGENS�c'•.((c,Q�% NOTES FOR INSTALLATION OPTIONS F• 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. yl No.58705 1}DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26'X 2.11'X.125'MULLION. 2)DETAIL G:SEE TABLES 1B-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE ' LOCATIONS. -10 Lit 2)SEE TABLES 1B-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE �Q'•, �'q S;••tt� LOCATIONS. •'•.!`;IORIDI`.••' ����` 3)THE 2X6 CLIP IS NOT SUITABLE FOR THIS APPLICATION. S G %s/�NAL 1E�.l. A.LYNN MIELER,P.E. FL P.E.9 58705 TABLE 1A e �� Mullion Capacity Table Ibst1 Opening Width(for verticaly-speri ing mulilons)or Opening Haight(for hod7vrtlaly-sparrVng mt611ons) 50 In 601n 70 In 80N 9010 1001n 12010 140N 160 In Reelanguler Tmprtdong. Reclan8ular TrePlidang. Rectangular 7rapffdaog, Reclon9ular Trapffd n0. Roolenawl, mapTiang• Reclengular Trepmteng. Roelon9ular TrepRdang• Roctangder 7FeplTllang. Reotengwar TrapTdang. 1%2X.125 Loading Loading Lmdng Loading Loading Loadno Loading Loading Lowing Wading Loading Loading loadNg loading Loading Loading Loading Loading oyr Alum.Tube ,- ;� '.-. _ [24 �$' q'� �' s .;^ ' & ' �' '�' 'Mullion � a. N 0LU421. 111.9 •408 129.5 332 93.2 405 116.5 325 79.9 406 107.8 69.9 408 104.4 319 62.1 406 104.0 319 65.9 406 104.0 319 46.6 408 104.0 319 19.9 408 104.0 319 35.0 408 104.0 3u) O481. 74.9 312 83.6 265 62.4 312 73A 252 53.5 372 61.0 48.0 312 63.2 246 41.6 312 61.3 244 37.5 312 61.0 244 31.2 312 61.0 244 26.8 312 01.0 244 23.4 312 61.0 244 � _ K 50.625 In 63.9 261 70.6 234 53.2 281 61.6 228 45.6 281 55.7 224 39.9 281 52.1 222 35.6 281 50.1 220 31.9 261 49.3 218 28.6 281 49.3 21a 22.8 261 49,3 219 20.0 291 48.3 219 DJ 0O o rr 54 In 52.6 247 57.5 207 43.9 247 49.8 202 37.6 247 44.8 199 32.9 247 41.5 196 29.2 247 39.4 194 26.3 247 38.4 193 21.9 247 38.1 193 18.8 247 38.1 193 10.4 247 10.1 193 j M � c 60N 38.4 200 41.2 170 32.0 200 35.4 166 27.4 200 31.6 163 24.0 200 28.0 160 21.3 200 27.1 169 19.2 200 25.9 167 16.0 200 26.0 Ise I- J J 631n 33.1 161 35.3 156 27.e 101 30.3 162 23,7 181 26,9 140 20.7 181 24.5 146 10.4 161 22.0 144 16.6 161 21.7 143 (� 'E 661n 28.8 '165 30.8 142 24.0 165 26.1 139 20.6 165 23.1 138 15.0 165 21.0 134 Z U m 72 N W LU 21.2 139 2A1 120 18.0 139 19.8 118 15.a 139 17.5 170 Z 78 N 16.9 125 19.7 109 16.7 126 18.8 107 ELIJ � � 78N 17.5 118 16.2 tdEIE ~ 55 J •-• Q N O TABLE 1B ANCHOR CAPACITY ADJUSTMENT FORMULA: F to s;Z o0 0 Anchor Capacity Table(lbs) ANCHOR CAP.,,,,,, � N Jai yo aT subolmlm 2.7k C-Mle 35k Cono. honmcmu F91ed CMU PT Wood Minot - (OP-)X( )=ANCHORCAP.•„ MULLION CAP.,,a,,.,, Amliv Type: 3119-Eko Ullman IWEko Ultmcm 511""'O yl6'Eko Ul9ecm i14'F.ka Ullracm 714.68 Eko 5UWElco 1/4'85 Eloo q10 Stool 012 Steel 012Steel W x Y AnchorCllpPatterns UlMoon A9gm0atm ullmcm AggiaGolo1 so.(05)serew(OS) 5crmv(05) USETHIS FORMULA TO OBTAIN THE"ANCHOR N (n Edgo palame ink 1• 24W 1• 244 3.116• I- 2.179- 1• 2.12- 2' 3418' 2' 0.48' 0.54• 0.329- CAPACITY REQUIRED'CORRESPONDING TO AN V X Q � )? Embedrnml Mk 1314' 1314' 1.374• W14' T 1.114' t-114' 1-1/4' 1.114' 1-114• 1.114' 21 1316' 1318' .des ACTUAL PRESSURE REQUIREMENT FOR THE Q 2AncWre®4.76'MN.O.C.ISIeMerd or Oesel Clip(Fig.17 390 11,3 390lbs 450 The 890IGs 16441ba 2701Ds 2801" 354 lbs 740lbs 374lbs 664TH 948Ibs 341 IM 442 lb. 560Iba OPENING,WHEN IT IS LOWER THAN THE MULLION acs Z CO S.O 4 Anchors Q 1.15'Kiln.O.C.f SleMwd(or Oftel)Clip(Fla.2): 480lbs 70D In. WA WA WA NIA 380 lbs WA WA WA WA WA 6821bs 8851m tt201bs CAPACITY(FROM THE TABLE)OF THE SELECTED €�mW 4 Amhors Q W Min.O.C.flit 2x5 Anglo clips/(Fig.31. 780 lbs leo lDs am lbs 1560 lbs 1696 Itis 540 r. 560 lb. WA 760 In, 7481bo ego to, 1092 lb, 602 lb, 885lbs tt20lbs MULLION.IT WILL YIELDA MINIMUM ANCHOR 2 AncWn®0,45'h1h O.C.I U471p.lnlo.12V Alum.(Fig.4k WA WA MIA WA IUA WA WA WA NIA WA WA WA WA NIA 7151b3 CAPACITY WHICH MAY BE USED TO QUALIFY I Arkhor/F4:fip(Fig.S): 195 Na 1951bs 2251ba 445Iba 6221bs 135Ibs 740 ma n7 Ns 370Ibs 18710e 332 Itis 473 lb 1701bs 2211ha 2801bs ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchor Q 1.15'MI..O.CI F421p(Ftp,0): 24D Ibs _550 b, wn WA WA wn 1a01ba wA N/A WA IUn wn 341 Ibs 442Iba 5so Ins ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE2: TABLE NOTES: PR DUCTRUV1SI4D • • • • w mtrytlyhl8 Stith th.Florida 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 0u8d1pA Oode �-• SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1.000• r- Aeoephme9 No A?to 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: y 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. NISmi ado Product COnlroi • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. . 2.000" 1(11111 I i l yl FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 125' ���,•��`BN LYNN��7( ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ��,.•' .•.•(FP �i CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" _ No.58705 -k THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT -1'X 2•X.125'MULLION - ~ IIf7�'�II1�I��I LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND _ tATE THE MATERIAL.S10&012 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR410 S.S. `t7F? ;'.�44j ORION AL A. A.LYNUMILL. R,P.E. FL P.E.S 68705 TABLE 2A Mullion Capacity Table Srst(;2 ®h Opening III (for ver5caly-spsnrllgmUllons)or Opening Haight(for hodzontally-spervingmulllom) 6014 shin Min Bo in Win 100 in 1120 In 140in 1601n m; Racl.ngular Trepfrdano, R... V,4. Trap7dang. Reolangular Tmpridang- Reclengt4ar Tmprrdurg. Reclangulor Trap7rdono.' Rootergulat 7mpRdalg. Reotanputar Treprtdang. Reclnlgular TlapfTdang. Reclan9ular Tra7ridmlg oo H i X2x.37b .Goading Loadirg Loading Laming 1.08dfrg Loadrg Loading Lo"m Lwdim Wadirg Lading I.wdBg toadtn9 Loodirg - Loadf4g Ldmtn9 Loss Loadrg o•2 Alum.Tube Mullion s zi� m 421n VAG am 170.0 435 161.3 662 170.0 478 120.7 662 170.0 606 iluT am 169.5 616 100.9 662 188.91 617 906, 602 166.0 517 76,7 c62 168.9 517 64.9 662 168.9 517 601 662 108.9 517 a 48 in 121.6 607 136.0 479 10IA 507 519.2 d10 8S0 60T 108,7 q03 76.0 607 1026 343 67.6 607 99.6 397 60.8 607 900 306 60.1 607 99.0 390 43.4 607 990 396 3a0 6W no 3W W 60.625 in 103.7 456 114.8 370 68.4 456 99,9 371 74,1 456 906 304 89.8 456 Me 360 67.6 450 87.3 35T 61.8 450 800 350 43.2 466 80.0 356 37.0 450 80.0 356 324 450 00.0 356 0' N 5411' 85,4 460 93.3 338 77.2 400 go. 328 81.0 400 727 322 53.4 400 07.3 316 47.5 400 '64.0 315 427 400 623 314 35.6 -0W 61.8 313 30.6 qW 61.0 31J 2&7 dW 81.0 313 LU O 0 60 In 623 324 6&S 276 518 32< 57.5 270 44.5 324 51.2 204 38.9 324 4a8 200 34.6 324 43,8 257 31,! 324 420 255 28,0 324 40.5 253 222 324 405 253 10.5 324 406 253 (1) 6311' 63.6 204 G7.4 262 44.8 294 49.2 246 38A 294 43.0 241 SAG 294 39.8 237 29.0 204 37.1 234 26.9 294 362 232 224 294 33.5 230 192 294 33.4 230 16.0 294 33,4 230 W in 4&8 268 49.8 230 39.0 288 424 225 33.4 265 31.6 221 202 268 34.1 216M28.O '26831.0 2t5 23.4 260 29.0 212 19.6 260 28.0 210 16.7 260 277 209 148 260 277 260 z z a 7211 36,0 225 37.9 790 30.4 225 322 19t 25,7 725 28A 1188 225 226 256 18523.6 162 1&0 225 221 160 160 225 20.3 177 12.9 225 19.6 178 11.3 225 10.6 176B.17811' 30,0 202 320 177 25.5 zoz 27.2 173 21.0 202 23,9 170. 182 202 21.5 10719.7 165 163 202 104 103 12.6 202 18.7 160 10.9 202 15.0 156 A 202 16.6 160TB to 2&3 182 28.8 t88 23.8 152 26.1 165 202 192 22D 102 177 192 18.T 159i5.1 157 14.2 102 16.8 155 11.8 192 15.2 152 110.1 192 M.4 150 8,9 192 14,2 150 ¢ cr 00 In 10.5 149 19.0 128 16.9 144 1&1 120 Z � Q � O 961 16.2127 15.0 113 Q Z r F �s c o Sao r TABLE 26 ANCHOR CAPACITY ADJUSTMENT FORMULAt tq +`��,�' Ancha7Ca Capacity Table fibs) m 2 ANCHOR CAP.,,G__ LLJ X Suhstmt0: 2,7K Concrete 3.5%Cana. Hollow CMU FltiM CSfU FT Woad Melai (Di:,,)Xt )=ANCHOR CAP.,,, � N � � 5110•Elw MULLION CAP.,K,,,,a, lt4'SS Elor 9Ulln Eko 114"SS Eno c o 61ee1 912 6(G5 voo S(ad 1- An6har Typo: 3116•Ecco Uitracw it4'Eno UOmco4 3110'Eno Uamwn ff4•Etao U9mcon )( Anchor Clip Patterns tiftmaon A99reGata uitrocon A9pacator s��ew{e5y screw{Gs} scow{c35} USE THIS FORMULA TO OBTAIN THE ANCHOR U Q 30 O Edpe as@nca My: 1" 2-112- t• 2-vz 3418• r 2412' r z4n• 2• 3.116• 2- 0148- D.G1• 7324• CAPACITY REQUIRED-CORRESPONDING TO AN d e Z U) U) Embedment pnk iwq• 1.314• i-y4• 1Jf4• x 1414• 1.114• 14-4' 1474' 1-114• 1-114• T 1^376• tat6' jerks ACTUAL PRESSURE REQUIREMENT FOR THE 9 z1 tr'3.a 2 Anchom®435'Min.O.C.1 Standard or olrwj cep(Fig.1$ 3m lbs 39D lbs 450 lbs 890@s 1644 lb. 270 @s 260@s 354111, 740168 3711114 Gftl @s 940111, 311111, 4421118 660Ina OPENING,WHEN IT IS LOWER THAN THE MULLION $ 8 4Asrchws 4$1,ts Mm.oc.t&I-nand(«omsly arp trq-21, 400@s 760 tba WA WA N NtA wa 3m@a Nm -NA WA NrA WA 66211', 88s@s t12ofns CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Ancbas 39 Min.O.C.1Ry 815 Angle Alps/"t 3): 700lbs 1W Ibe 680 lbs 1560IW 1898@$ 540 Its 56011'8 NIA I 760 Ibe 7481bs 660@$ 1892 lbs 602 lbs 8Bs ms 11201bs MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 A4ehom�0.45'Min.O.C.11,0iXlp,Into.12VAtum.IFt9.4X1 WA WA WA WA NFA WA WA WA NIA WA t9A WA WA NtA 71511'8 CAPACITY WH ICH MAY BE USED TO QUALIFY 1 A.w I F431p(Fig.5$ 505108 195111. 2251bs 445 IN^ 822111, 135lba 140lbs 177 lbs 370111, 167111, 332 @s g731Da 17015, z21 Ibs 260IW ADDITIONAL ANCHOR OPTIONS FROM THE 2Anahora9LID"htl4.O.C1 F-01P{pfg.8y: 240Ins 350 lb, NtA NfA Ntn WA 190@s N1a WA NIA WA tUA 3471b. 44211'8 560@s I ANCHOR CAPACITY TABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE t: PRODUCTREVISBD FIGURE 2: TABLE NOTES: ox contPyyya3 with IGp N2arfda 01 Bugding lbdD ���//--••• i 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. AncpammHa SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1.000' FIGURE 3: �--- Dasa 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. dfluni odc 1'Y u41 'ontrol `'1 .3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.000" 171 i t t 71 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, _ FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, `�`•�o�y`( LYNN ANGLE CLIP MUST BE USED IN PAIRS. Lti �� V\CENSE'114c� 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 361 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .375' : CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BEPRESSURE-TREATED ,�, is r FIGURE 4: FIGURES: FIGURE B: No.58705 YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8083-T5 AND BE A MINIMUM OF.125' • THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE),STRUCTURAL STEEL TO BE AT VX 2X.375'MULLIONLEAST.125'THICK AND ASS.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYONDLL- I THE MATERIAL.g10&g12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. :�O', l FATE PS : ��` � ••.FLORtOP.•'� \�� S�QlVAL A.LYM(LL�R,P.E. FL P.E.S 58705 TABLE 3A ° ^„ Mullion Capacity Table(Ibstf= x Opening Width(for LeNcaly-spanning mullions)or Opening Height(for hodzonteiy-sparring minions) 601n 00 in 701n 801n 90 in' 1001n 1201n 1401n Main Reclengular TraplTrlmil. Rectsrgldar TmpnNeng. Rectangular TmprTdorg. Rectangder Trepfridsng• Reolangular Trapr78mg. Reclangtisr TrapfTdang. RectanB�lar 7rap/ideng. Recl.VAar TreplTdang. Rectangular 7rep'idon9. S a: 1%2.76X Loading Loading Loading Leadng Loading Loading Loading Leadng Loadig Loading Loading Loading Loading Loadng Loading Loading Loading Loading o2 i O .376A1um, a Mullblone O U dg 0 lag IS E � C t3 �c ll� U � tg� t�1 N � � 6 fi � 6 fi fi� EE 6 � .�E 6 �E 6 �• 6 T; $ 6� 6 � �' �• fi� �E Z �rdm 42 In 170.0 620 170.0 435 170.0 744 170.0 478 170.0 888 170.0 600 170.0 092 170.0 619 170.0 1118 170.0 521 170.0 1240 170.0 621 148.7 1301 170.0 621 127.5 1301 170.13 521 111.5 1301 170.0 521 O J W 481n 170.0 706 170.0 324 170.0 850 170.0 384 170.0 992 170.0 070 170.0 1131 170.0 661 161.8 1139 170,0 677 138.8 1139 170.0 680 113.9 1139 170.0 680 97.6 1139 170.0 680 85.4 1138 170.0 600 o 60.625 in 170.0 747 170.0 563 170.0 698 170.0 031 187.5 ion 170.0 654 148.8 1032 170.0 727 130.6 1032 170.0 747 117.4 1012 170.0 756 97.9 1032 170.0 750 83.9 1032 170.0 750 73.4 1032 170.0 750 W 0�' 0 641n 170.0 707 170.0 612 161.3 907 170.0 691 130.2 907 164.7 730 120.9 907 162.5 720 107.6 907 146.0 714 96.8 007 141.1 710 60.6 907 140.0 709 69.1 907 140.0 709 60.5 007 140.0 709 (� O I'- co 601n 141.1 735 151.5 625 117.6 735 130.3 611 100.8 735 116.0 699 80.2 735 106.2 590 70.4 735 99.6 583 70.6 715 95.1 578 50.8 735 91.8 674 60.4 735 91.0 574 44.1 735 91.6 674 (_-• � J { 63 ta 121.9 G60 130.0 670 101.6 me 111.5 657 67.0 660 88.9 547 76.2 660 90.1 538 67.7 808 83.9 531 60.9 666 79.8 326 50.8 660 76.5 521 43.5 666 75.6 621 30.1 668 75.6 521 7 Fn 6614 108.0 607 112.4 571 86,3 601 96.1 S11 75.7 807 05.0 501 66.2 607 77.1 49] 58.9 807 71.3 488 W.0 807 87.8 481 41.2 807 67.4 470 37.9 607 62.7 474 33.1 007 62.7 474 Z W d iL 8 J 721n 81.0 510 03.8 <4] 60.0 510 77.0 431 38.3 510 84.7 428 51.0 310 57.9 {te 45.d 310 67.3 413 40.0 S10 30.0 IOB 34.0 510 45.9 402 20.2 310 44.4 389 25.5 510 M.7 399 z761n 69.4 458 72.5 400 67.8 450 61.T 392 49.6 468 61.1 385 47.4 <58 IB,G 378 38.0 458 44.6 373 34.7 458 418 366 28.9 458 37.7 702 24.8 458 38.0 358 21.7 468 35.7 350 JQ ? �� 781n 84.2 435 67.0 381 53.5 435 66.8 373 45.0 435 49.8 We 40.1 435 44.7 360 35.7 435 40.9 355 32.1 435 36.1 351 28.8 435 34.4 194 71.0 475 72.8 341 20.1 435 32.2 MO a- Q 07 p 901n CA 327 43.1 280 34.3 327 36.4 203 20.9 327 31.8 28D 26.1 327 28,3 275 23.2 327 25.7 271 20.9 327 23.7 268 17.4 327 2t.0 262 14.9 327 19.3 258 Q n z N W 961n 34.4 287 35.{ 257 2A7 287 29.9 252 24.8 287 26.0 248 21.5 287 23.1 244 10.1 287 20.9 240 17.2 287 19.3 2JT 1{.1 287 18.0 272 M tO81n 24.2 227 2{.7 205 20,2 227 20.8 201 17.3 227 18.0 iB8 16.1 227 18.0 195 X o O' W n III In 22.7 215 22.7 19{ f8.6 215 19.1 191 15.8 215 18.0 180 N 120 in 17.6 184 17.9 167 U x Q 0 0 TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: tL`� Z m0 s:0 Anchor Ca acct Table Ibe ANCH,60 AR .,-!j �$ CAP.- substrate: 2.T%Concrelo 3.5k Cana. Hollow CMU Filled CMU PT Woad Metal (DP,,,)X( )=ANCHOR CAP.,,,, czom0= SI1V Eko 114'89 Eko 5/18•Elco 114•as Eke 010 steel 012 sleet 512 steel MULLION �° rc7 AnchorCllpPalteme AnchorT7po. 3/16•ElcoUllmcon ill'EkoUlUocm 3/16'EIcoNUocon 114-Eke ullrwm AggmGekr Ullmcon AggreOalor Scraw(G5)Screw(G5) ScrmV(GS) USETHIS FORMULATO OBTAIN THE' COR Edge I%stnme BM: 1' 2-f2' r 2-i2• 3-116• r 2.12- 1' 2-12• 2' 3-118' 2•- 0.46• 0.54• 0.324- CAPACITY REQUIRED'CORRESPONDING TO AN Embedment ON: IJ14' I-we 1.3/4• 1.314- 7 1.1/4' 1-114• 1-114' 1.114• 1414• 1-fro' 2- id/8• 1,15• modes ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchom@433 Mln.O.C./standard or Offset alp(Fig.1): 3901b, 79016. 45016s 890lbs 1644@3 27016, 280@s 3541bs 740@3 374 lbs 664 1b, 04611,3 3u lbs 44216, 6001bs OPE TED IT IS LOWER THAN THE MULLION 4 Anchors®1.is,Min.O.C.I standard(or offsel)Clip(Fig.2): 4801bs 700 lb. WA WA WA WA 380 Ica WA WA WA WA WA 682 lb, 8851bs 1120163 CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Arwhm@TMIn.O.C./(2)215 An91e Oips/(Fg.3): 70016, 780 Iba Geo lbs 1560163 1898@3 540 lbs 560Ibs WA 7801bs 74816, see lea IB92 lbs 682lbe 88516. 112016, MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Archaic�0.45•ABn.O.C./U.glp,Inlo.i25'Aium.(Fg.4): WA WA WA WA WA WA ,WA WA WA WA NIA WA WA N!A 715@s CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor[F436p(Fg.5): 19516, 195 im 22s IW d45IDs 82216. 1151W 140@3 17TIba 370@s 18T Ioa J32IDs 47116, no lbs zzf lbs z5o ros ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchors 601.15'Mtn.O.CJ FC11 (Fig,8): 240 lbs 350 IM WA NIA WA WA 1901M WA WA WA WA WA 311163 44216. 580@a ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. PRODUCT "m the M wtoplying x1111 the Rbr)da 0od5 it ccepwnroToo fy.ryt ccep@ -.}. FIGURE 1: FIGURE 2: p4�onDam Z TABLE NOTES: ---I 1.000` �-- 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. Aland adc Product Cenhol SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. I I I I I 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �� 0�,� I.YNAI Apj�J��ii FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 2.750' �)CENS�-'•. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 74' No.58705 '7f FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ ANGLE CLIP MUST BE USED IN PAIRS. - l 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 37:1 -'1� •• FIGURE 4: FIGURE 5: FIGURES: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 4 . 90.WOOD SHALL BE PRESSURE-TREATED }S• '2"�I S J 11I YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' Q S.ATE OF THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045-THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT '••,�COR10l^.•'• \` LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X 2.75•X.375•MULLION ;fis •.,,--,.. ® • 0 0 THE MATERIAL.NiO#10 ANCHORS INTO WOOD MAY BE STEEL,18.6 S.S.OR 410 S.S. 1/f WILL. 4 A.LYNNIMILLEI�,P.E. FL P.E.S 58705 TABLE AA a � Mullion Capacity Table Ibefle LLw oC�xv a(forhorinsiVsparrirgmullions)Op9nlneWidlh(forleNcslysperrirgmJliore)orOpaningHoleht 501. 601. 701n 801n 90In login 1201. i401n 1601n = $ o 17c2.767( Reotangular Traprdang. Rettangular Tmpfrdang• Reclen ler TlepTdang. Racleneeer TieprTlerg. Roctangular TrepRdanp. RecangJer TreprTlang. ReclenWIN TraprTdang. Rectangular Trap/rdang. Rectangular Tmplydeng. c, Loading Lo loaning Loaning L.ding Loadrg Loadn Loading LOadng Laadrg Loaning Loading Loaning Loaning Loaning Leading Loaning Loafing gi 2 860 Alum. p p x p y n a a _r p x n p a a x r n a Tube q,. A u,. a a.. a,, a a.. u� a" .. .. a a., a,. v.. o.. aF.. -� to Mullion 0 115 tz m h e a r9$ s a §� b s`� >:e h Is 5 a. cn 000 g 5 g g o 421. 170.0 820 V0.01 435 170.0 744 170.0 478 170.0 865 170.0 Sea 170.0 992 170.01 519 170.0 lite 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 1 168.7 1620 170.0 621 138.8 1820 170.0 521 J W 48 In 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 030 170.0 1133 170.0 Set 170.0 1275 170.0 877- 170.0 1417 170.0 660 141.7 1417 170.0 060 121.5 1417 170.0 880 100.3 1417 170.0 680 m 50,62S In 170.0 747 170.0 503 f7a.0 898 170.0 031 170.0 1040 170.0 664 170.0 HOS 170.0 723 102.6 1286 170.0 747 146.3 1280 170.0 758 121.0 1286 170.0 768 107.5 1288 170.0 758 81.4 1280 170.0 758 W 0 O 0 541n 170.0 797 170.0 gig 170.0 056 170.0 691 170.0 1116 170.0 754 150.7 1130 170.0 803 133.9 1130 170.0 837 120.6 1130 170.0 856 100.5 1130 170.0 801 86.1 1130 170.0 801 75.3 1130 170.0 661 im J 80 N 170.0 885 170.0 701 146.5 915 102.3 761 125.6 915 144.5 746 109.0 915 132.3 735 01.6 915 123.9 720 67.9 916 118.5 720 73.2 015 114.4 716 82.8 015 114A 715 54.9 915 114.4 715 J { 63 in 161.8 830 181.9 710 120.6 630 138.9 694 108.5 030 123.2 681 94.9 830 112.2 070 84.4 830 104.0 082 75.9 830 99.4 650 03.3 830 94.5 019 54.2 830 91.1 849 47.4 530 04.1 049 Z W z m Fa 601. 132.1 757 140.0 060 110.0 707 119.8 838• 81.1 757 105.9 824 82.6 767 98f 814 73.4 767 88.7 000 08.0 767 64.2 800 55.0 767 79.0 593 47.2 761 78.2 691 41.3 767 78.2 591 N e 721n 101.7 638 100.8 652 84.8 030 91.0 640 )2.7 Big 80.1 53D 03.0 gag 72.2 521 50.5 636 60.5 674 50.0 Me 02.3 508 42.4 630 57.2 500 38.3 BMW 65.3 487 31.8 636 552 487 J J v LZ 76 in 86.5 67t 00.4 498 72.1 671 76.6 488 6. .571 87.4 470 54.1 571 60.0 471 48.0 571 55.5 464 43.2 571 51.8 459 38.0 571 47.0 451 30.0 671 44.8 447 27.0 571 44.5 448 Q r 781. 80.0 512 63.1 474 88.7 $42 70.8 465 57.1 542 62.1 450 50.0 542 $5.7 449 44.4 642 51.0 442 40.0 542 47.5 437 33.3 542 42.9 429 28.6 542 40.8 425 25.0 $42 40.7 423 p3 0 00 in 52.1 407 63.7 381 13.4 407 46,4 155 17.2 407 30.8 348 32.5 101 35.3 343 28,8 407 32.1 338 28.0 407 20.6 334 21.1 407 20.1 327 18.0 407 24,1 322 10.3 407 23.0 319 Q Z N .- 081. 12.9 358 11.1 320 15.6 368 372 Std 30.7 3Se 32.4 309 28.0 358 28.0 301 23.8 358 28.1 300 21.5 350 24.0 298 17.0 358 21.0 280 16.3 358 19.2 284 X 108 in 30.1 283 30.8 255 25.1 283 25.9 251 21.5 283 22.5 241 18.8 283 10.0 244 16.7 203 18.0 240 16.1 283 10.6 237 Y Y lH In 27.8 287 28.7 242 2J.1 287 23A 238 19.8 287 20.6 2J5 17.3 287 18,1 2J1 15.4 267 10.5 228 F N to 1201n 220 229 22.3 209 18.3 220 18.6 205 15.7 220 f8.2 202 U X Q O O a=� zm� cn TABLE 4B - ANCHOR CAPACITY ADJUSTMENT FORMULA: O xp Anchor Caecl Table(lbs) ANCHORCAP. $mm2 Sahalmle: 2.7k Comrele 3.5k Conn. Hollox CMU 111104 Ck1U PT Wood Motel (DP)X( )=ANCHOR CAP.,u �° �•--/ 616'Eko i!4'S6Eko 5116'Elco 1/4'98 Eko PloSteel 9128leel 01291ed MULLIONCAP.,,o,,,s, Anchor Clip Patterns Anchor type: Y16'Elco Ulbacon 1l4'Eko Ullracan Ulbacon Y16'Eko VlUecon 1l4'Eko Ulhacm AggmGetm Ullmcon A9gre0elor Son. (05)6°r-(G5) 6trnv(G5) USETHIS FORMULATO OBTAIN THE'ANCHOR Edge C(slame Bn): f• 2-1/2' 1' 2-11/2• 3-II8' 1• 2-11W 1• 244 T 3.1/8' 2' 0.46- 0.54• 1 0.324- CAPACITY REQUIRED'CORRESPONDING TO AN Embednionl n: IJ74- M41' 1514• 1314' r 1-114- 1.114• 1.114' t-1l4' 1.1/4' 1-1/4' z' i-ww Me" wdes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors @4.76'Min.O.C.l Standard or Offset Clip(Fig.1): 390 We 390 lbs 450 lbs 690 We 1644 ks 270 lbs 260 lbs 354 lbs 740lba 374 lb3 664163 8481.63 3471.65 942103 6801.69 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchm©1.15'Mm.O.C.1 S18ndard(ar O8se0 Clip(Fip.2$ 450105 700 lb. WA WA WA WA 380!be WA WA WA WA WA eez 155 ees I 7120103 CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anctas@3'MIn.O.C./(2)295 Angle Alps I(Fig.3r 780 lbs 780lbs 880Ibs 15601bs 1898 lbs 540 lbs 560 lb. WA 760 lbs 74°1.65 Sao to, 189211,3 682155 8851,5 i1z01bs MULLION.IT WI LL YIELD A MINIMUM ANCHOR 2 Anchona @ 0.45'Min.O.C./1.1471p,InIo.125'Alm.(Fig.4PI WA WA WA WA WA WA N/A WA WA WA WA I WA WA T1slb, CAPACITY WHICH MAY BE USED TO QUALIFY I AnchuI F-Clip(Fig.1,f. 195105 WSW 225lba 445lbs 622 ros 135165 14011,3 t7Tibs 370lbs-[--27 Lb, 33z lbs 47J lbs 170lb3 221115 2e0 ros ADDITIONAL ANCHOR OPTIONS FROM THE 2Amhae@ 1.15•ABn.0wJFtllp(FI9.8): 240@5 350 lbs WA WA WA WA 190 lbs WA WA WA WA WA 341 Ms 442 lbs 58011,3 ANCHOR CAPACITY TABLE. RODUCr RBYISBD NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. uild1m�the Florida . cce -14 ptanco No � , 5,Q FIGURE 1: FIGURE 2: TABLE NOTES: °a °tC 12016' -1 1.000' r- ' 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. �41=1 ado Product Control SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. \1111111 I1 1111 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 1S ALLOWABLE. FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' P�,,• �,1GENSF •.,-P • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. �1' No.58705 'Tr 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 650' •y I r- CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 090.WOOD SHALL BE PRESSURE-TREATED ••,� ( Z=l I S-;r,Uj FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' S ATE O THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).-STRUCTURAL STEELTO BEAT 'fix` F P.•' \� Illl I I� ems_e_ JJI LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND X 2.75'X.659'MULUDN THE MATERIAL.111 0 8 1112 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A�. A.LYNN tiLER,P.E. FL P.E.115B705 TABLE 5A 11 �d R Mullion Co ao Tablo Ibse 7: y Oponln9 Wldth(forterOcsny-sparring mUllons)or Opening He)6ht(for horizonlayspamrg mullions) o�^� 50 in 601n 701. BO in BO in too 1. J20N 1401n 1801n I, o RxlOngular Tragrien). RodengNer Traprrd.g. Rectangular TiWTdwV. Reclengdar I. g. Rectangular Tmp7Td.g. Raclangdar T.Wflang• ReolOnguiar TreNTdeng. RaclengWer TropTdeng. Raclengutar TrepRden9- o�ag w 1"%3.126"% LoadnO Lowing Loafing Loafing Loadog Loadrg Loafing Loafing Loafing Loafing Loafing Loafing LoadNg Lowing Loafing Loadng Lowing LoadnB Fi O .600"Alum a p a p a 2> a a x a x a n x r a a a p a � •s ?' ',. �' Z. u. a 3 a •D,. V.. -a 8.. ,. .. '6 G 6,. a a,. 0 Tube Mull .� �. "gig . �. �. >� �H � •�, N m 15.1 o °'� LU 42 In 170.0 620 170.0 435 170.0 744 170.0 478 170.0 886 170.0 508 170.0 902 170,0 519['7 1118 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 621 154.4 1802 170.0 521 46N 170.0 708 170.0 624 170.0 550 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 601 1276 170.0 677 170.0 1{i7 170.0 610 157.7 1571 170.0 880 135.1 1577 170.0 680 118.2 1571 170.0 600 a C 50.625 In 170.0 747 170.0 667 170,0 890 170.0 631 170.0 1048 170.0 654 170.0 1185 170,0 723 1345 170.0 747 170.0 1494 170.0 756 141.7 1495 170.0 750 121.5 1495 170,0 750 108.3 1495 170.0 750 W p° O 541n 170.0 797 170.0 612 170.0 951 170.0 89t 170.0 1118 170.0 754 170.0 1275 170.0 803 1401 170.0 837 149.5 1401. 170.0 856 124,6 1401 170.0 801 100.8 1401 170.0 861 93.4 1401 170.0 601 M19 60 in 170.0 865 170.0 701 170.0 1003 170.0 707 158,5 1158 170.0 871 138.7 1150 167.0 928 1150 156.6 917 111.0 1158 149.7 010 82.6 1158 144.5 003 70.3 1156 144.6 BD3 69.4 1158 144.5 903 ~ J 031n 170,0 930 170.0 745 159.6 1049. 170.0 850 137.0 1049 155.5 880 119.8 1010 1{1.7 8{8 1049 1720 WO BS.B f0{B 125.6 628 18.9 1018 119.7 820 80.5 1060 116A 910 59.0 1010 110.0 819 Z W c 66 In 168.8 955 170.0 789 139.0 955 151.3 8D4 119.1 955 133,7 786 10{.2 055 121.4 775 82.6 BSS 1126 765 63.4 955 106.4 767 69.5 955 99.0 749 59.6 955 98.7 748 62.1 055 08.7 740 � Q.��, �tW j 721n 128.5 803 134.9 697 107.0 803 114.9 882 91.6 803 101.1 870 80.3 803 91.2 650 71A 603 83.8 649 64.2 603 78.6 042 53.5 603 72.2 632 45.9 803 69.1 828 40.1 807 69.7 8'17 S � dZ 701n 109.2 721 114.1 620 91.0 721 07.0 1318 76.0 721 85.1 805 68.3 721 78.6 595 60.7 721 70.1t207 721 65.4 670 45.5 721 69.4 689 30.0 721 58.8 584 34.1 721 56.1 507 Q J Y 70 N 101.0 881 105.4 S9B 1{4.2 064 88.4 587 722 864 76.4 578 83.1 804 70,4 381 58.1 804 84.4 684 59.0 551 42.1 681 54.1 511 30.1 684 51.3 538 31.8 BB{ 50.6 574 F Z Q N O g01n 05.8 614 67.0 45(1 64.0 614 67.7 548 17.0 614 60.0 440 41.1 514 44.8 437 70.5 614 10.5 514 37.3 421 27.4 514 33.0 412 2J.6 614 30.4 SOB 20.0 514 29.0 SOS IQ- rr?BZ C3 o 1n 54.2 452 55.7 404 45.2 452 47.0 396 38.7 452 40.9 390 33.0 452 36.4 384 30.1 452 32.0 432 30- 00 37J 42.0 452 28.8 385 18.4 452 21.2 359 18.0 452 228 355 X InN °" fi Win 36.1 357 36.9 322 31.7 357 32.7 317 27.2 357 28.4 312 23.8 357 26.2 308 21.1 357 22,7 357 21 200 16.9 357 18.0 2BJ 13.8 357 18.2 287 11.0 357 15.0 283 � N Y Y 111 N 35.1 738 35,8 300 29.2 378 30.1 J01 2S.D 330 28.1 290 21.8 JJ8 2J.1 282 19.3 338 20.0 330 19.0 281 14.8 Jill 18.5 278 12.5 3]6 11.0 27J 11.0 338 13.0 260 1>1< (1) (J) 120 N 27.7 289 202 283 23.1 289 23.7 259 19.8 289 20.5 258 17.3 289 18.1 252 15.4 289 18.3 240 13.0 288 14.0 248 11.8 289 12.8 240 B.9 209 11.4 230 8.7 28O 10.4 232 V X Q Q..`- Z TABLE SB - ANCHOR CAPACITY ADJUSTMENT FORMULA: $ m 0 moo AnchorCe acl Table lbs ANCHOR CAP.,,,,,,,,, ';95 9uarale. 2.7k Cache 35k C=. Ilollox Wit Filled CMU PTWo00 61dd (DP,)X( )=ANCHOR CAP.,,, 1916'E110 114'SS Elco r/16'Elto 114'SS Elco 81D Steil 912 SIeel 912 81ee1 MULLION CAP.,,,,,,,,,, AnchorCllp Patterns Anchor typo. 3116'Elco UOrdcon' fl4•Ek0U8mc0n Ueracon 3116'Elco Ullmm U4'ElcoUar4con Agg'0"Or Uflraccn Agg1[Gdor Screw(G6)9ttrn(G5) screw(GS] USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Dlsia.O On) 1• 2-112' t• I 2-112' 31/6' 1' 2-1121 1. 2-1/2' 21 3-18- r 0.41• 0.54' 6.324• CAPACITY REQUIRED"CORRESPONDING TO AN Em.arill 021 1314' 13x4' tall' 13'4' 2' 1-114' 1-1/4' 1414' 1.114' 1.114' 1-1/4' 2• I've, 13'0• wades ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors54.76'611n O.C./S1arrlad Or Oftel Cop Me 11, 3001Ds 3901. 450Ills WD IM 1614 IDs 27010s 200 NS 3541. 740100 374106' 1;611. 916 ma 311 m' 1121. Sso IDs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arcbus®1.15'1,118 O.C./SlenOaN(a gSeq clip (FlB 2)' 410106' 7001. tIIA IIA IIIA IIM 383108 tlM IIA t1/A IVA WA .2Na 8051. 11201. CAPACRY(FROM THE TABLE)OF THE SELECTED 4 Anchom@ IJIn.0.0.1(1)2c5 Angle pips I(Mg.3) 7&8106' 7031. 1i80IDs 1560 Ns fEB610s 610106' SOD I. IIIA 7E01. 748106' em 1. 1892x6 682105 8651. 1120 Itis MULLION.IT WILL YIELD A MINIMUM ANCHOR 3A.bn Q 0.45.1JIn.O.C./U-09p,m10.125-Num.(Flg.4) t1IA t1A IIIA IUA N/A RIA IUA t1lA IIA N/q IIA IIA IIIA mA 1 10731. CAPACITY WHICH MAY BE USED TO QUALIFY I Ancl/xt FCIip Ing 6) IBS IDs 1051. 225 IDs 445106' 422 d 1351°' 1431. 1771. 3701. 187106' 3321. 4731. 110106' 221 1. 210 Ns ADDITIONAL ANCHOR OPTIONS FROM THE 2AAC"@ 1.16'1,118C.C1 F4:9 (Fla 240106' 3:01. IIIA IL IIIA NIA 1001. I IIIA I IIA IIIA I IUA NIA 311109 4421. 1601. ANCHOR CAPACITY TABLE. RODUCfRBV1SED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. complying ashh Ibe Piodde Undlgg In8 H1.000"H aeptence No - 0� FIGURE 1: FIGURE 2: TABLE NOTES: P> oFyData /z ¢ 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 7� SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 18011 ado Produce COulcol 111111111/7 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3125' X\p, ..I.YN-N FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. \Q; 1,10E1JSF .'•,(a • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. }1 r No.58705' ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .500' i � I „•i'Z•.�� CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED :A •, rj' 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' 10% /TATE O� i'X 3.125X.5*MULLION THICK.STEEL,STUDS TO BEAMINIMUM GRADE 33AND.045"THICK(18GAUG E),STRUCTURAL STEEL TO BE AT (V VF MULLION) '�� '•.FLOR(OP-.'G\;� THEMLEAST.125"THICK01 AND 136.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND i�S'c '••..•• C\ � 0 � THE MATERIAL.fl10&1112 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. rIt S/0NA1•• A.LYt`IfS1t311LLLk.P.E. FL P.E.#58705 TABLE 6A •Oti �N it Mullion Capacity Table(lbs/ft2) Opening Width(for vorlJosill,-spanrifing millions)or0poning Height(for horizontally-sparxing mullians) gr�ix� a 601n so In 701n 801n.. BO In 1001. 1201n 140 in 160 In Lai O Reclanpuler T,.Prrdcm. Redortauler TropTdorrg. Reolon9uier TmprTgong. Redenedor Trop?rlang. Reolangulor TraprTdang. Rechngder, Trep'rdeng. Rectangular Traprffdang. Rectangdar Trep/Tdeng. Reolanguler Trep/rdmg. y°•o 1XA%.126 Load ng Lmdog Load Loading Loedng Loading Loadog Loading Load ng Loading Loodntr Load'mg Loading Loadng Loading Loednp Loafing Loading oZ x tw Alum.Tubo to muillon 421n 170.0 620 1170.0 435 170,0 744 170.0 478 1170.0 686 170,0 606 170.0 992 170.0 519 170.0 1116 170.0 621 170.0 1240 :170.0"621 170.0 IRS 170.0 621 145.81 14891 170.0 621 127.6 Usti 170.0 621 O W 46 in 170.0 708 170,0 624 170.0 550 170,0 684 170.0 992 1 f70.01 630 170.0 1133 170.0 661 170.0 1275 170.0 677 166.3 1303 '170.0 600 110.3 1303 170.0 680 111.7 1303 170.0 680 07.7 13D3 170.0 680 j = <Y Cn 50.8251. 170.0 747 170.0 667 170.0 896 170,0 811 170.0 1048 170.0 684 170.0 1195 170.0 723 168.1 1235 170.0 747 140.6 1235 110.0 768 117.1 1236 170.0 756 100,4 1235 170.0 768 87.5 1235 170.0 768 W o❑ O 641. 170.0 797 170.0 812 170.0 058 170.0 691 170.0 1116 170.0 764 164.4 1166 170.0 803 137.2 1166 170.0 637 123.5 1155 170.0 656 102.9 1158 170.0 561 $8.2 1168 170.0 861 77.2 1168 170.0 881 m 0 m 60 In 170.0 885 170.0 701 166.7 1042 170.0 707 142.0 1042 161.1 832 125.1 1D42 148.7 815 111.2 1042 138.8 801 100.0 1042 130.2 791 83.4 1042 125.1 782 71.5 1042 125.1 782 62.5 1042 125,1 782 1-- 83 J 831n 170.0 930 170.0 749 151.2 902 163.6 818 129.6 992 144.4 789 113A 992 131.0 782 100.6 902 121.4 768 90.7 892 114,8 758 75.0 092 108,4 745 61.8 902 108.0 744 56.7 002 108.0 744 2 � 66 In 165.4 847 170.0 789 137.8 047 148.0 766 118,1 847 130.3 786 103.4 047 117.7 752 SIX 847 103.7 738 82.7 947 102.2 727 08.9 047 95.1 713 59.1 947 94.0 711 51.7 947 94.0 711 � s z m 721n 135.9 849 141J341 7 113.2 819 121.6 722 87.0 849 106.0 708 04.0 849 86.4 698 75.5 849 88.7 656 67.9 849 82.7 676 66.6 849 76.3 659 48.5 049 72.6 652 42.6 849 72,4 651 �G W 761n 115.5 762 5 98.3 762 102.6 652 026 762 00.0 640 72.2 762 8D.9 629 84.2 762- 74.2 620 67.6 762 69.2 013 48.1 762 62.8 602 41.3 762 59.9 597 36,1 762 69.4 595 J U) a°Z P 701n 108.9 724 4 69.0 724 94.6 621 76.3 724 02.9 609 66.8 724 74.4 699 69,4 724 60.1 691 63.4 724 63.4 583 44.5 724 $7.3 573 38.2 724 54.3 567 33.4 724 53.5 565 a J M a 001n 69.6 543 3 58.0 643 60,7 474 49.7 643 52.0 486 43.6 543 47,1 458 38.6 643 42,8 452 34.8 643 39.6 440 29.0 643 34.0 436 24.8 543 32.1 430 21.7 543 30.7 426 Q Z) Z N 06 in 67.3 478 7 47.8 476 40.7 419 40.9 478 43.2 412 35.8 478 38.5 406 31.6 470 34.8 400 28.7 478 3T.0 3B5 23.0 470 28.1 188 20.6 470 26.6 380 175 478 24.2 378 to ft 0 O hO m� 1001. {0.3 377 1 33.5 377 34.8 335 28.8 177 30.0 530 25.2 377 28.8 52fi 22.4 377 24.0 121 20.1 377 71.0 317 18.8 37T 19.0 310 14.4 37T 17.1 304 00 III in 37.1 357 3 30.9 357 31.8 318 26,5 357 27.6 311 21.2 357 24A 309 20.6 357 23.0 305 18.5 357 20.1 301 15.4 357 17.4 294 U) N1201n 29.3 308 70 24.5 308 ,26.1 274 21A 306 21.7 270 18.3 3011 19.2 267 18.3 308 17.3 263 144 in 17.0 212 96 d..x Z TABLE 6B ANCHOR CAPACITY ADJUSTMENT FORMULA: NO Anchor Ca acll Table(lbs) ANCHOR CAP.,,„,,,, Subslmle: 2.7N Concrete 3.6k Oona. Hollav CMU Filled CAIU PT Woos Mc1el (DP)X( )=ANCHOR CAP.,,, N2844lbs 114'89 Eko 5116'Elco 114.39 El.. 910 Steel g1261ec1 g1261eN MULLION Anclwr Type: 3118'Elco Uliraeon i!4'Ek.UlVeeon 3116'Elco UlVaean 114'Elco UlVacon AppreGator Ugmcon AggreGa or Scmw(G5)Screw(G5) Screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Anchor Clip Patterns Eapo Distance pn): r z-1n• r 2arz• I• 2_1rz• r Zan• x 3-Ne• 2• oAs• 0.54• oa24• CAPACITY REQUIRED',CORRESPONDING TO AN Embedment M): 1,114• 1.314• 1.314• 1-314• 1.1/4• 1-1/4' 1-114• 1-1/4• 1-1/4' 1-1/4• 2' 1318• 13/6• modes ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchors®4.77MIn.O.C.I Standard or Ofbol Up(Fig.182): 39D lbs 390 lbs 450 Ibs BDO Ibs 270 lbs 260Ib3 3541bs 740 lbs 374 lbs 664 lb, 9481bs 341 lbs 4421Ds 563 ms OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors 0 2.25•Mn.O.C./Standerd(or0gse0 Clip(Fig.3): 70D Ibs Too lbs 5801bs 141016s WA 56o lb, WA 6301bs WA 880Ibs WA 682 W a85 ft 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED BAnchors 4D 1:15•kiln.O.C.13landard(or08se0 Cnp(Fig.4y 96D Ibs 14001b, WA WA WA 760 lb, WA WA WA WA WA 13831As 17701bs 2240[be MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anchors®3.1,11m O.C.I(2)2x5 Angle Clips/(Fig.5): 780 lbs 780 Ice 00 lbs 1560 lbs 540lbs 560lbs N/A 760IM 748 lbs ,880 Ibs 1892I 682 lbs 805 lbs 1120 lbs CAPACITY WHICH MAY BE USED TO QUALIFY 6 Anchors®3•Min.O.C.I(2)2x5 Angle Gips I lg.O): 1170 lbs 117olbs 1020 lbs 2340lbs 8101bs 84011,3 NIA 114010, 11221ba 13201bs ze3e ms tozz lbs t3zr lMs 16so ies ADDITIONAL ANCHOR OPTIONS FROM THE 4 Anchom®0.4V Mln.O.C.I UUlp,Inlc.12Y Alum.(Fig.7). NIA WA WA WA WA NIA NIA WA WA WA WA WA NIA 143011, ANCHOR CAPACITY TABLE. PRODULT RBVISBD 2 Anehors®2.25'Min.O,C/f431p(Fig.Br 350 lb. 3501bs 290 lb. 705 11c, 476 1b, WA 280 lb, WA 315 1b, WA 440163 WA 31116s 4421M SSD IDs •s wmptyinp 1Y1111 the Florida 4AncMm®1,15'MIn.O.CJ F421D ffb.9): 4801Ms 703lbs WA WA WA WA 380lb, WA NIA WA WA WA 682 lbs 085Its 112016, BuBdiag OJ7k - ,f-),1 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. --� 1.000' �-- Aaeptmtco No vim(, TABLE NOTES: • - Y eruct Control] FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE 11 t I I I I I I I I/ • • • • • • • • • • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. �� ( 4 /� N•........flee 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. .•'•t,10ENSF ','P • • • • • • • • • • e . s1 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23.HOLES 4.000" �T;• No.58705 _ TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW - FIGURES: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. - nth• `r tu • • • • • • • C SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED :�Q;•. 5 FATE \,p •�: • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90,WOOD SHALL BE PRESSURE-TREATED YELLOW .12� % T c. SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125'THICK.STEEL ��S•'FCORIDP''•\� ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. AND A36. LLL ANCSTUDS TO BE A HORS INTO METAL SHALL EXTEND AT LEAST 3GRADE 33 AND.045-THICK(18 )CREW THREADS BEYOND THE MATERIAL.01.STRUCTURAL STEEL TO BE AT LEAST.1250 7 'LYNN M L'..E. 1'MULLIO 25' A.LYNN�I�5870 P.E. 1112 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. � MULLION FL P.E.B 58705 TABLE 7A eN2� Mullion Capacity Table Ibsd "'Id�i Opening Width((orverlicaly-spardrg mullions)or Opening Height(for hods rdelly-spar99ng mullions) pit, ¢ 60 in 60 in To in e01n - 001n 106 to 1201n 140 In 1601n zit$ o Rectangular TiaplTdang. Reclengular Tmp'Tdang. Realen9uier Trepr7deng. RectenBUar TrapRdang. Reclenguler Trep/Tdang. Rectangular Trcpl7deng. ReclanBular hepRdane• Rectangular TmpRdalg. Reclan9uiar TraplTdana. 60 1 x4 x.376 a.I rc ' Loading Loading Loading Loading Loading Loading Leading Loading Loading Loading Loadna Loodag Loading Loading Loading loading Loading Loafing n= i U Alum.Tube a �• D a &nT•• Z- Fa,, a D D D 6 E '.Lw,. -t '" •0.. 3 'S.- ' 'G k-. a .. 3,. b .a,. •u a •a„ a,. •c,. to A 11 CII ILI IMS H h Mullion 421n 170.0 620 170.0 435 170.0 744 170.0 476 170.0866 170.0 606 170.0 992 170.0 619 170.0 1110 170.0 621 170.0 1240 170.0 621 170,0 1488 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 521 J W 45 In 170.0 708 170.0 524 170,0 650 170.0 684 170.0 092 170.0 830 170.0 1133 170.0 601 170.0 1275 170.0 677 1740 14171 170.0 680 170.0 1700 170.0 680 170.0 1983 170.0 680 151.8 2024 170.0 680 7 b U) 60.026 In 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1048 170.0 864 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 758 168.8 We IRe 760 136.6 1918 170.0 768 W 0❑ O 541n 170.0 797 170.0 612 170.0 858 170.0 691 170.0 1116 170.0 754 170.0 1276 170.0 801 1 170.0 1434 170.0 837 170.0 1694 170.0 056 169,9 1799 170.0 861 137.1 1799 170.0 061 120-01 1799 170.0 861 m F M 601n 170.0 665 170.0 701 170.0 1083 170.0 797 170.0 1240 170.0 878 1740 1417 170.0 944 170.0 1594 170,0 990 155.5 late 170.0 1033 129.8 late 170.0 1063 111.0 1619 170.0 1063 97.2 1619 170.0 1063 F=.. J 631n 170,0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 14W 170.0 1016 168.7 1542 170.0 1076 141.0 1542 170.0 1122 117.6 1642 168.5 1168 100.7 1542 167.9 1157 88.1 1542 167,9 1167 661n 170,0 071 1 170.01 789 170.0 1169 170.0 903 1 170.01 1364 170.0 1002 1 160.6 1472 170,0 1086 142.8 1472 168.8 INS 128.6 1472 158.8 1130 107.1 1472 147.8 1108 01.6 1472 146.0 1104 60.3 1472 140.0 1104 Z m e c 721n 170.0 1083 170.0 878 170.0 1275 170,0 1009 150.8 1320 166.2 1101 132,0 1320 149.9 1082 117.3 1320 137.8 1066 105,8 1320 120.6 1049 88.0 1320 117.0 1024 75.4 1320 112.6 1013 88.0 1320 112.6 1012 W 3 -1 %W d =1 761n 170.0 1122 170.0 937 149.6 1184 169.4 1013 128.2 1184 139.9 994 112.2 1164 125.7 978 89.7 IIB4 115.3 984 89.8 1184 107.5 952 74.8 1184 97.6 835 64.1 1184 93.1 927 66.1 1184 92.3 926 J le In 166.1 1124 170.0 967 138.4 1124 147.0 965 118.6 1124 128,8 947 103.8 1125 115.6 931 92.3 1124 105.6 918 03.0 1124 98.5 906 69.2 1124 89.0 690 69.3 1124 84.3 881 5L9 1124 83.2 070 F J r 901n 108.1 844 111,5 760 90.1 044 94.3 738 77.2 844 82.1 724 67.6 644 73.3 712 60.1 644 60.6 702 64.0 644 61A 693 45.0 844 54.2 678 38,6 644 60.0 688 33.8 844 47.7 662 Q g Z N � 961n 89.1 742 81.6 683 71.2 742 77.2 652 63.8 742 87.2 6{1 65.7 742 69,0 631 48.6 742 67.1 672 44.6 742 49.9 BId 37.1 742 43.6 800 31.8 742 39.8 690 27.8 742 37.6 684 H lq O _ ar' 1061n 62,8 688 63.9 670 62.1 688 6].8 621 44.7 588 48.8 61J 39.1 680 41.1 605 34.8 L416 37.3 498 31.3 686 34.2 492 20.1 SBB 29.8 487 22.3 686 28,8 472 19.5 586 24.7 460 M o 0 111 N 67.6 555 66.8 603 48.0 555 49.5 495 41,2 655 42.0 487 38.0 655 38.0 480 32.0 655 34.2 473 26.8 555 31.J 187 24.0 555 27.1 457 20.6 5•v 24.3 448 18,0 555 22.4 442 LU X Y Y 120 In 45.6 476 46.4 433 38.0 475 39.0 426 32.8 476 33.7 420 28.5 475 29.8 414 26.3 475 26.0 409 22.8 476 24,6 404 19.0 476 21.1 395 16.3 476 18.7 387 14.3 475 t7.2 381 U x Q` O O 144 In 26A 330 26.7 305 22.0 330 22.4 307 18.9 330 19.3 297 16.5 330 17.0 293 � d e� Z U) N TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: m_O 310 Anchor ca act Table(Ibs) a,� ANCHOR _ BUWlmte; 2.7k Corwrclo 3.5k Cone. HdIow CMU FOIed CMU PT Wood Metal (DP-)X / ANCHORCAP... to 5116'Eko 114'SS Eke'5118'Elco 114'eS Eko 010 Steel 41281ee1 912 Sted Anchor Clip Petteme Anchor Type: 3110'Eke Ult con i/4'1210o Ul6acan Ullrecon 3116'Elco Illuacon 114'Eko Ullrecon AOOreOolor U,V EI, /4'88 etor Screw(OS)Screw(05) Screw(OS) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge q,lence(in): 1' ZIP' 1' 2-1r2' 3-1/8' 1" 2-11T 1' 2.10' z' 3-118' 2- 0.48' 0.54' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Emhedmenl 0n): 1.314' 1-314' 1-314' 1.314' 7 1-114' 1-114• 1.114' 1.114' 1-114' 1.114' 2' 1318' 1x18' Cedes ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchore@4.75'Min.O.C.I Standard m Offset Clip(Fq.162): 390111s 390[be 460 1b, 8901ba 164411, 270151 280lba 354111, 7401b, 374 Ibs 684 lbs 946113 341 Ibs 44210, 560!be OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors®2.25'Min.O.C.l Standard tor OBael)Up(Fig.3): 7001es 7001bs 580[be 14101bs 952 lbs WA 560[be WA 630Iba WA 88016, WA 6821bs 885 Ibs 1120 Ibs CAPACITY(FROM THE TABLE)OF THE SELECTED B Anahol.Q1.15'Mtn.O.C.l Standard(or Offset)Clip(Fig.4): 9601bs 140016. WA NIA WA NIA 700 a. WA WA WA WA WA 1363 m, 1770[be Z2401bs MULLION.IT WILL YIELD A MINIMUM ANCHOR 4AmWsWMin.O.C./(2)2x5 Angle Clip,I(Fig.5): 780 Ibs 760 too 680[be 1560163 1896Ibs 510lbs 660 IM WA 76016, 74816. 8801bs 1892 Ibs 68216, 885lba11201110 CAPACITY WHICH MAY BE USED TO QUALIFY 6Amtws®3'Min O.C.1(2)2,SAngle Clips 1(Fig.6): 1170163 1170163 102016, 23401be 2844 lbs 81010, 6401ba WA 114016, 112216, 1320 1b, 283816, 1022ibs 13271bs 168011, ADDITIONAL ANCHOR OPTIONS FROM THE 4 Anchorc®445'MineO.C.1 Utllp,into.125"Alum.(Fig.7): WA WA WA NIA WA NIA WA NIA NIA WA NM WA WA NIA 1430 led ANCHOR CAPACITY TABLE. I PRODUCTREVISED 2 Ar31ore®2.25'Mln.O.CJ F471p(FI9.8): 3501bs 3501Ds 2901bs 705Ibe 476 Ib, NIA 200 1b, WA 315 ro, WA 4401110 WA 341 Iba 4421b. 56016, I9 corm a81MIIh 1170 Florida 4 Anchors @11.15'min.O.CJ F431p(Fig.9): 4801110 70010, itullillaS WA WA WA WA Seo Ibs WA WA WA WA NIA 68216, 88.516, 112010, mcpIa cbd6 4ca�p1enc0No .� NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. '-�j 1.062' (-- --� 1.000" �-- on-a P.ly TABLE NOTES: diem,bado Product Control FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE B: FIGURES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION t l l I 1 I • • • • • • • • • • • • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 111 11 I / 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. •��`�`0`,'••••••.,ni/(('i�� • • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000" 4.000' *: No.58705 SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ tliAT'Erl FIGURE S - FIGURE 6: FIGURE 7: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND '.• S Gj GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE :Q • • • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE . �( '•.F<ORIDP,•''�.'\;� 6063-T6 AND BEA MINIMUM OFA 25"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 ANO.045' .�37T5' .376" '�:SS "" \ N� TO BEAT 26-THICK AND A36.ALL ANCHORS ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. INTO THICMETAL SHALL EX18 GAUGE). TEND ATT LEAST STEELUCTURAL SCREW THREADS IBEYOND THE MATERIAL.#10p VX 4'X.375' 1 1'X ae X.375 71 JI�ONNV1 1'�P. ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 'T'-MULLION MULLION A.LYNN .#587,P.E. FL P.E.#58705 TABLE 8A mH R Mulllon Capaelty Table Ib6fie IngWldth rw ce amingmuIlions)orOpeningHelght(forhorltr!ally-sparWngmtlflon9) 501. 60 In 70111 TIO in 90111 10�In 120111 140111 180111 r��7�aa�,cwr�i$'g p Renlan0ular 4epRdang. Rectangular Trep/itlanD. Raclenguler reprild 9 Recleneuler Trepl7denB. Recangulor Tmprrdarrg. RectenpW TrapMang• Rectengula TraprMang. Rectongular TupMang. Rectangular Traplydmg• IK: ~ 1.26"x Loadng Loading Loading Loading Leading Loading Loading Loading L Loading Loadng Leading Loading Leadng Loading Loading L.d1ng Loadrgcz g L) 3.188"x .266"Alum .. .. 8 � � d� � F �' � a £ & .. "' & � � Tule Mull �. a CV 3 13Is It 2cq r4 b 6 8 3 c9 6 c7 8 42111 70.0 620 170.0 475 170.0 744 170.0 479 170.0 BBB 170.0 508 170.0 992 70.0 510 170.0 1116 170.0 521 170.0 1240 170.0 621 170,0 1489 170,0 621 170.0 17M 110.0 521 151.6 1769 170.0 521 O W 40 n 170.0 708 170.0 624 170,0 850 170.0 554 170.0 992 170.0 630 170.0 11J3 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 154.8 1548 170.0 680 132,7 1548 170.0 680 116.1 1548 170.0 680 J W W.6 In 170.0 747 170.0 683 170.0 888 170,0 631 170.0 1048 170.0 6 170,0 723 170.0 1316 170.0 747 187.0 1185 170.0 768 138,2 1188 170.0 768 119.3 1168 170.0 760 104.d 1468 170.0 768 a 7 0 54TH 170.0 797 170.0 612 170.0 9W 170.0 681 170.0 1118 170.0 7 170.0 1275 1 0.0 803 163.1 1376 170.0 037 146.8 1376 176.0 BW 122.3 1376 170.0 981 104.8 1378 170.0 881 91.7 1378 170.0 861 m M O 601n 170.0 885 170.0 701 170.0 1063 170.0 787 155.0 1169 170.0 67a 1 167,4 830 123.5 1168 1W.8 919 111.2 1150 150.0 812 92.7 1158 144.8 905 70A 1158 144.6 105 89,5 1158 144.8 905 Fes-. W � J J 170.0 030 170.0 745 160.1 1051 170.0 060 1 155,9 W22 51 142.0 048 100.7 1051 132.3 837 96.1 1051 125,7 830 58.1 1051 119.5 B22 89.6 1051 119.1 821 80.0 1051 119.1 021 ? 0 rte, WIn [128.7 057 170.0 790 iJ9.J 057 161.8 805 119.4 057 74.0 700 .4 837 121.8 777 92.8 957 112.8 787 83.8 057 1DO.8 769 58.6 857 100.0 750 59.7 957 96.0 748 52.2 857 88.9 748 Z J $ j v 2111 804 135.2 698 107.3 804 115.2 884 91.9 8N 101.3 671 60. 91.4 580 71.5 584 04.1 850 04.4 6N 78,8 643 58.6 804 72,3 583 46.0 804 69.8 629 40.2 aw 89.8 628 2761n 722 114.4 630 81.2 722 07.2 018 70.2 722 05.3 606 58.4 722 76.7 596 58.9 722 70.3 586 04.7 722 65.5 580 45.8 722 59.5 570 39.1 722 58.7 W5 34,2 722 58.2 664 J Looe Z Lo M 761. 585 105.6 WD 84.4 685 69.8 568 72.3 685 78.5 577 63.3 605 70.6 658 602 585 64.5 660 58.6 8&5 00.1 553 42.2 685 04.3 613 36.2 1185 61.4 537 31.0 685 58.7 536 WIn 615 58.0 457 54.9 515 57.5 449 47.1 515 50.1 441 41.2 515 44.7 434 38.8 615 40.6 428 33.0 515 37.4 422 27.5 515 33.1 413 23.5 515 304 407 20.6 515 28.1 404 ZXZ96111 453 65.8 404 45.3 453 47.1 397 36.6 453 41.0 391 33.0 453 36.4 365 30.2 453 33,0 379 272 453 30.4 374 22.6 453 26.6 358 19.4 453 24.3 360 17.0 453 22.9 356 W 1itee In 358 39.0 323 31.8 358 32.8 318 27.2 358 28.4 3t3 23.8 358 25.2 308 21.2 358 22.7 304 18.1 358 20.0 300 15.810.0 29J (n W t0 111 In 35.1 338 35.6 300 29.3 338 30.1 J01 26.1 338 29.1 297 22.0 338 23.2 293 10,6 330 20.9 289 17.8 338 18.1 285 X 1201n 27.6 200 28.3 264 23.2 290 23,9 258 19.9 290 20.8 258 17.4 200 18.2 263 15.4 280 18.4 249 V Q 144111 18.1 201 18.3 188 d � Z U 0 5: TABLE 88 m0 AnchorCa ecl Table(lbs) ANCHOR CAPACITY ADJUSTMENT FORMULA: � a�� ANCHOR CAP,,_,,,, Surel2te 2.7Xcorcrtla 3.6Xcme. RoOaYp.IU F10e0Ct.tU PTWmO Ltdel (DP,,,)X( )=ANCHORCAP.u, NIC Elco 114'SS Exo NIC Elco 114'SS Elco 010 Slat 012SIeel 012 Sloet MULLION CAP., ,,,, AnchOrCllp PeBemS Ancha7gpe: 9'IC Elco UBrmon 114'EXoUllwon UIIr4co0 3r16'Elce Ulfrman 114'EkoUllrecOn Aggecator unman Alprcaela scmw(Os)screr(o5) scr4+r(os) USE THIS FORMULA TO OBTAIN THE'ANCHOR EOga O11arc8(I n) 1• 2.112' V 2417 1116' 1• 2.1/2' V 2-112' 2 3118" 2' 0.48• 0.54' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN FJnaeonall n 1314' 13'4' .1.34' 13'4' 2' 1-114' 1-114- 144 1.114• 1-1/d' 1-1/4' _ 2' 1-3a' t.YC sales ACTUAL PRESSURE REQUIREMENT FORTHE 2Anclom®4.78"IAIn O.C./Sterlddd a OMCI Up(Rg.1): OW lbs 3901bs 4'A lbs 890104 Ism lbs 2/o lbs 2BO Ioa 3611bs 7401bG 374 lbs 661 los 046 Its 341 ws 4421m 560 lbs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arxhas@1.15,MIn O.O l Slanderd(or ogsegcup(FI92) 480 lbs 7001bs IIIA IU IIIA TVA 380 Tae RIA IIIA IIIA IUA It 682lbs 866N 1120 ibs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Amhws Qg T Min.O.C.1(2)215 Angle Cops I(Flg.4 7001bs 700 we 6001bs 15601ae 1d9G IDs 610 lbs 6601bo R/A 7601M 740 lbs BBD Ios tB�lt6 602105 88510. 112D Its MULLION.IT WILL YIELD A MINIMUM ANCHOR 4A.hD(s;J0.4wVIAM.O.8"./UC0p,InIo.12CAlum.".41 1UA IUA IIIA IUA IIIA IVA R/A IDA IIIA ruA IUA 171,0 IUA 7430IO3 CAPACITY WHICH MAY BE USED TO QUALIFY 1 Archorl FCBp g 67 1o51os 105 we 225Ibs 445 ws- 822 ws 13604. 140109 177 I04 370IDs 1B71bs 332lbs 473lb9 t7o lbs 221 lbs 280 we ADDITIONAL ANCHOR OPTIONS FROM THE 2 Antbois@ MW MA O.0/F-00 g.6)t 240 ws 350 Its RIA tun IUA IUA t901a9 h1A IIrA RIA IUA IUA 34110s 442 we CBO Its ANCHOR CAPACITY TABLE PRODUCPRBVISBD NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. as wm*ffigw11h the I+lodda Bundlba CD& Am'plaateNo - � FIGURE 1: FIGURE 2: TABLE NOTES: � � F--1.250"- Mnflad 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION N44Iroduct Contrni ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ���t NY LYNN /77� FIGURE 3: .�� X7,0 ....,,•ti1/� ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.1 BB" \a'�,•''�10ENSF'•.�F,p NGUE CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS P'• s BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 265• 74:- ND.56705 7i 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 FIGU URE S: FIGURE 6: '�••' � �(7S ((%� BEPRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE S At•01-- 6083-T5 AND BEA MINIMUM OF.125"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND O� /• a� "X 3.186'X.265'MULLION •.,,[ORIDI`, \\�� _ e e .045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE LEAST.12b'THICK AND A38.ALL •VF MULLION) ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. • 010&1112 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.tfNN1Ty)/(.LER;P.E. FL P.E.#55705 TABLE 9A nH 9 Mulllon Capacity Table(Welfe) ^� Opening Width(for vartlealy-spanning muPons)or Opening Height(for horizonlaly-spanning mullions) 50 In Gain 701n 801n Bo In 10014 1201n - 1401. 160 In Raelenpular Trep7Aen9_ Ralanguhr TreprtAang. Reclenpular TrepTdang. RrolengWar TrepRAanp. ReclenWlar T. no. RealMg.lar Trep/TAang. Rectangular TanTAang. Rrolangular TrsplTAen& Raclen9uiar Trep?Aerg. >�4Y 1.26 x 7.26 Loading Loading Loading leading loading Lead" Loadag Loadiig Loading Laadog Loading Wring Lmdog Loading Loading Loading Loading Loading o w ^i = O x.180 T$; ANul Tube N F,1 Mullion s z ASL 421n 170.0 820 170.0 435 170.0 744 170.0 470 110.0 868 170.0 Ma 170.0 892 170.0 619 1 170.0 1116 170.0 521 153.3 1118 170.0 521 127.7 Me 170.0 621 109.6 hill 170.0 521 05.8 1110 170.0 621 O 481. 170.0 703 170.0 524 170.0 &40 170.0 664 187.6 978 170.0 630 146.T We 170.0 681 130.4 978 170.0 677 117.3 978 170.0 680 97.8 978 170.0 680 83.8 078 170.0 Ball 73.3 978 t70.0 680 •-jj W 60.825 in 170.0 747 170.0 563 170.0 898 170.0 631 150.7 927 110.0 684 131.9 027 188.6 708 117.2 927 159.1 699 105.5 927 168.3 690 67.9 827 156.3 695 75.4 927 156.3 695 65.0 927 166.3 695 � N 541n 170.0r465 170.0 812 154.6 We 170.0 691 132.5 869 153.9 683 115.9 869 141.8 669 103.0 669 134.0 660 92.7 669 129.6 854 77.3 869 126.8 652 rA.2 969 126.8 B52 67.9 BB8 118.8 852 u) C3 O 60 in 143.2 163.8 634 119.4 748 132.3 620 102.3 746 117.8 608 60.5 746 107.8 699 79.6 746 ta1.0 692 71.8 746 96.8 587 69.7 746 93.3 683 51.2 TIB 53.3 fi8J 44.6 74fi 93.3 683 m O ~ J ra 631n 123.7 132.0 579 103.1 877 113.2 666 88A 677 100.4 655 7T.3 877 91A 548 68.7 .077 85.2 639 61.9 677 81.0 634 61.8 677 77.0 529 46.2 677 76.7 529 3CO 8.7 677 )8.7 620 )'-' U J C 661n 101.6 114.1 630 69.7 817 97.6 610 78.9 617 86.3 509 67.3 617 78.3 500 59.8 817 72.6 494 61.8 611 88.7 489 44.8 617 64.4 483 38.4 617 87.7 4B2 33.6 617 83.1 482 4 72 to 62.0 67.1 450 69.1 518 74.2 440 69.2 516 65.2 432 51.8 518 58.8 425 48.1 618 64.2 419 41A 510 60.7 414 34.5 518 46.6 408 29.8 Me 45.0 405 25.9 518 45.0 405 Z J $ ss 761. 70.5 73.7 406 6&7 485 62.6 396 50.3 465 54.9 390 41.1 465 49.4 384 39.2 465 45.3 378 35.2 465 42.2 374 20.4 465 3&3 367 25.2 405 36.5 364 22.0 465 36.2 383 G y+LLJ78in 65.2 68.0 381 64.7 Idl 67.7 379 d8.6 441 60.6 772 40.8 441 45.4 368 38.2 441 41.6 360 32.6 441 38.7 358 27.2 111 3/.B 319 23.7 141 33.1 348 20.4 441 72.7 315 J 2o `S rcZ 90 In 42.4 332 43.8 295 35.4 332 37.0 289 30.3 332 32.3 284 20.5 332 28.8 280 23.6 332 26.1 276 21.2 332 24.1 272 17.7 332 21.3 268 15.2 332 19.6 262 13.3 332 18.7 260 00 eel. 35.0 201 36.9 260 29.1 291 30.3 256 25.0 291 28.4 252 21.9 291 23.6 248 194 291 21.3 244 17.5 201 19.5 241 14.6 281 17.1 218 12.5 294 15.6 232 Z •; Q N O 108 N 24.6 270 25.1 208 20.6 230 21.1 206 17.6 230 16.3 201 15.4 230 18.2 198 Ia- x S'z O �O b;- 11114 22.0 218 23.1 197 18.9 210 18.4 104 16.2 21B 16.6 181 14.1 216 11.9 188 IN o. B 1201n t7.9 187 18.2 170 14.9 187 15.3 167 w x Y Y d O �� Z..O rn _ "O 0 TABLE 9B - - ANCHOR CAPACITY ADJUSTMENT FORMULA: €x mIY Anchor Capacity Table(lbs) n L Subslmle: 2.7k Concrete 3bk Cam.I HoIWd Ck1U Feted CMU PT Wood Metal (DP)X/ANCHOR CAP.,,,,,,,\_ANCHOR CAP.", FNIA 114'SS Eleo 5116'Elco 114'SS Elco PID Steel 012 Steel 912 Steel `MULLION CAP.,,„,,,., Anchor Cllp Patterns AnchorTyre. 311a•Elco u4mcon 7I4•Elco Uluroon3118•EIw Ullmcon 11M1•Elce Ulirecon ) ) USE THIS FORMULA TO OBTAIN THE•ANCHOR AggreGata UlOmon AOpeOnlor Screw(05)Screw(GS Screw(G5 Edge Di.lance Nn): 1' 2-112• I. 2-1/Y 1• 2.772' 1• 242• 21 3.110' 2• 0.48• 0.64• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN EmlxHmenl(In): 1.314' 1.814• 1.3141 13'4' 1.114' 1-1/4' 1.1/4' 1-114• 1-1/4• 1414• 2• t3/e• 1.316' wde3 ACTUAL PRESSURE REQUIREMENT FOR THE 2Ambers Q4.7S Wn.O.C./Standard a 0901 Clip(Fig.1): 3W IM 3901bs 450 lbs 890 lbs 2701bs 280lb. 354 lbs 740 Its 374 lb, 664lb, 046 IW 341 lbs 4421bs 560 ibs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Archers Q 1.15•kiln.0.0.1 Standard(or Offset)alp(ft.2): 480lba 700lbs WA WA WA 380 lbs WA NIA WA WA WA .682 lbs 885lbs 1120 Ibs CAPACITY(FROM THE TABLE)OF THE SELECTED - 4 Anchom @ w MIn.O.C.1(2)2a5 Angle Alps I(Fig.lit 780 lbs 78010. SOD lea, 1560 ft Sao lbs 560 lbs WA 760lbs 74010. Boo lbs 1892 lbs 682 its im MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 Amlwm Q 0.54'Min.O.C./U alp,Into.100'Alum.(Fi2.4): NIA WA WA WA WA WA WA NIA WA WA WA WA CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor/F-alp(FIg.5); 195lba 195 Bu 225 lb, 445 lbs 135 lbs too IDs 1T71bs 370Ibs 187 Ibs 332Ibs 47a the 17o its ADDITIONAL ANCHOR OPTIONS FROM THE 2 Amh m.@ 1.15'ktln.O.C./Falp(Flg.6): 2O 1bs 350 lbs WA WA NIA WA 100lba NIA NIA WA WA WA b41 lbs I ANCHOR CAPACITY TABLE. HODUCTREVISED �12",Zlce`No d1�b{e Nlodda 4- 01 FIGUREI: FIGURE 2: TABLE NOTES:1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION) ead*prod";.Caurol ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 11111117 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ��� y� LYNN FIGURE3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE3.250 `a��.•'�1GENs5''•��.fa ' ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS P' CLIUSED T SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. >L No.58705 •fr IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND - ` .100• -'O -P GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL FIGURE 4: FIGURES: FIGURE 6: ��j �/.S BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE '�L' ;O�•, S .11 O • 6063-T5 AND BEA MINIMUM OF,100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND I ,/'(pR4pP,.•- \� .045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36.ALL .��S OANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25'MULLION 100• X777�S/ONAk- • 1110&1112 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. A.LYNN Mlllllt t,P.E. FL P.E.1158705 TABLE 10A mH as Mullion Capacity Table Qb9AF) Opening Width(forwdically-spenningnuflons)orOpenln0 Height(forhari7n1iallyspanldrg millions) so In 601n 101n 00 in 90 in 100 in 120 In 140 in 1601n 126X326 Rectangular TrapTAang. No War Trap77da% Reclanguln T,. ...a. Rac1anWl9r T1. .9. fl.,longulmTrap!ldang. Roclargular fap7dong. Raclangular TrotJ(dang• Ractangal.1 7repTdang. Raclanguar Trep7dang. ti X.624 Loading Loading Loading Loading Loading Leading Loading loadmg , Loading Loading Lading Loading Loading Loading Loading Loading Loading c� 2 U Alum.Tube 5... � ,. '9 9.. .E �' �.. -� E., -Su�,. �.. .� �,. •5 --. �,. .�'� .1i .F� .F .�.. -E •5,. Mullion s ag. s a�, ups sus sg,& �� s@s g€ s s� � sus spa ups s�, s sus@ �. a�, s s� a Z; u 3 Zg u G ugg v g u'g urrs� u'£ va 5 u v v va u E u ue v_ ug CO 2'P 'S 5 e 9•o e� E'flu � j, '&i. = 5•u , 5• a') fi40 o 91 a� -55'� 2� �•�, s9I 5� t� 5� t�� 5� :� '$'� .m� 5•� ' F .�'$� (n' �V•�} W me �� I$ E3 i2 8� s& �� � 84 x�€ -I& Es �& 'I fin: 4& �a 8& f� �� a �& 1� �& #- k fe �� �� �� �oY �'� 8� O H 42ln 170.0 620 170.0 435 110.0 744 170.0 478 170.0 868 170.0 606 170.0 992 170.0 619 170.0 1116 170.0 521 170.0 1240 110.0 621 170.0 1488 170.0 621 170.0 1735 170.0 521 170.0 1983 170.0 521 J W 461. 170.0 708 170.0 624 170.0 850 170.0 664 170.0 992 170.0 630 170.0 1133 170.0 661 110.0 1216 170.0 671 170.0 1417 170.0 680 170.0 1700 170.0 600 169.7 1979 170.0 680 140.5 1979 170.0 660 50.626 in 170.0 747 170.0 663 170.0 896 170.0 631 170.0 1046 170.0 604 110.0 1195 170.0 123 170.0 1346 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 766 1526 1877 170.0 766 133.6 1877 170.0 766 67 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 T64 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0' 856 166.4 1759 170.0 861 134.1 USE 170.0 861 117.3 1759 170.0 861 m p 601. 170.0 895 170.0 701 170.0 1063 170.0 .797 110.0 1240 170.0 878 170.0 1417 170.0 944 161.1 1511 170.0 996 145.0 1511 170.0 1033 120.8 1611 170,0 1053 103.6 1511 170.0 1063 90.6 1511 170.0 1063 F co J 631n 170.0 930 170.0 74S 170.0 1116 170.0 850 170.0 1302 170.0 940 166.6 1370 170.0 1015 139.2 1370 170.0 1076 126.3 1370 164.0 1092 104.4 1370 165.9 1072 09.6 1310 155.3 1070 78.3 1370 165.3 1070 LU 661n 170.0 974 170.0 789 110.0 1169 170.0 903. 155.6 1240 110.0 1002 136.2 1249 150.6 .4013 121.1 1248 147.1 1000 108.9 1248 139.0 089 80.8 1248 13DA 978 77.8 1240 129.0 975 68.1 1248 129.0 976 z (n 2'G m Z � 72 in 167.0 1049 170.0 870 179.9 1049 160.2 892 119.9 1619 132.1 876 101.9 1619 119.1 960 93.2 1049 109.7 840 83.9 Im9 102.7 838 69.9 1049 91.7 626 69.9 1669 91.2 820 62.1 1049 91.1 820 � � J 0k-172. 142.7 911 119.1 822 116.9 911 126.8 805 101.9 941 111.2 791 89.2 941 100.0 777 79.7 941 91.7 766 71.4 911 85.6 767 69.5 941 77.6 -744 51.0 941 74.0 737 44.6 941 73.3 736W J o LZ E132.0 894 137.6 783 110.0 894 116.9 767 94.3 694 102A 763 826 691 91.9 740 73.3 694 61.1 730 66.0 894 78.3 721 65.0 894 70.7 707 47.1 891 67.1) 701 41.3 894 66.1 698 Q V 90 In 85.9 671- 80.7 696 71.6 671 74.9 585 61.4 671 65.3 6T6 53.7. 671 68.2 66fi 47.7 671 62.9 650 43.0 671. 40.8 651 35.0 671 43.1 639 30.7 671 39.7 571 26.9 671 37.9 526 Z C Q N O 70.8 S90 72.8 627 69.0 690 61.4 610 60.6 690 63.4 609 44.3 590 47.6 602 39.3 690 43.0 491 35.4 590 79.6 488 29.6 690 31.7 dT7 26.3 590 31.6 469 22.1 590 29.8 461 F Z 49.7 466 60.8 421 41A 466 42.8 414 35.5 466 37.1 408 31.1 466 32.9 402 27.6 466 29.7 396 24.9 466 27.1 391 20.7 465 23.6 382 17.B 466 21.2 776 16.6 466 19,6 770 � N a �O� 45.8 441 46.7 400 38.2 441 39.3 393 32.7 441 34.1 387 26.6 441 30.2 302 26A 441 271 376 22.9 441 24.9 372 19.1 441 21.6 367 16.4 441 19.3 356 14.3 441 17.8 7S1 W CO 76. 3376 36.9 344 30.2 310 31.0 339 26.9 718 26.8 334 22.7 370 23.7 329 20.1 378 21.3 325 18.1 378 19.6 321 16.1 778 16.7 31/ x 144. 21.0 262 21.2 242 17.5 262 17.8 239 15,0 262 1 15.3278 U N Q Q O Q..� Z R k0 x0 TABLE 10B ANCHOR CAPACITY ADJUSTMENT FORMULA: o m(Y AncltorCepaclty Table(Ibe) ANCHOR CAP--) G^ 6ulalale. 2.7k Concrete 36k Cont. Hdlow 0.4U Filled Ct.1U PTWood IJetal (DP,)X( =ANCHORCAP.,,a M16•E1co L4"SSElco I71SEIco V44SSElco 61DS1eet fi12SImi 012 Steel MULLIONCAP.,,a,,,,, Anehorcllp Paltema Anchor type 3'I6'Elco Uaacm I/a'Ekouluacon 3'16'Elco unman 114•EkoWmcon ( ) ) ( USE THIS FORMULA TO OBTAIN THE'ANCHOR Unmcon Agg,,Galor Uttacm AggrtOala Scrrrr Cd Scrdw(G5 3crnY GS) Edge C4slance 6n) 1" 2412' 1" 2-112' 34W 1" 2A2' is 2-11r 2' 3.116' r 0.464 0.64• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN EmbeOnant n 1974• 1.3.4' 1374• 13.4• 2" 1.4114" 1.114' 144 1414' 1.1/4" 1414' r I.M. tape' vddes ACTUAL PRESSURE REQUIREMENT FOR THE 2Mahors @ 4.78'?Alm O.C.I Slandwd QOMeMp(Mg.17 30D IbS 3901°8 450 tb5 Ego IDs 16441b9 270Ibs 280 Me 3A IDs 740100 374 Ib5 661 Its 0461x; 341 Lbs 442Ibs E60 ga OPENING,WHEN IT IS LOWER THAN THE MULLION 4Amhms471.I5"LW 0.O/SIWdafd(0r0(aei)C1]p(Fi9.7y 4801bs 700 I N/A IUA RIA IIIA 380 lbs IIIA IUA II/A IUA IUA 682106 IIB51m 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 4Anctun@ T MIA.O.C.1(2)2r6AfgleCBps/(Fig.3) 7801bs 7001bs 680 IM 155 ks i8WIta 810106 660106 IIIA 76011:6 748 iM 6133 ibs 18921m 682lbs 865%% 112DIM MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Anctgrs @ 0.67/dln.O.C./U4:0p,Inlo,t0o'Alum.(Fig.a)' IIIA tUA RIA IUA IUA IIIA IUA NIA tUAIIIA IUA IUA 1I/A fUA gd0 iia CAPACITY WHICH MAY BE USED TO QUALIFY I Archarl Fc6p(Fig.ST. 193 Ina 195 m 226 lbs 4451b0 ezz we US Lbs 140 Ib' m lbs 370106 1137 706 33z lbs a731Is v9lbs 2x1 ms 280Ibs ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCT RIIYISHD z MClpn(�1.1S hlin O.CJ F4;G g.61 210 lbs 3501013 II/A tUA IIIA IUA 1901ts NIA IUA Nln IUA IUA 3111bs 4421bs �o ms ANCHOR CAPACITY TABLE. al complying whh Ate Florida u0di66 Code •O . coep'ulnw No PVFSI? FIGURE 1: FIGURE 2: Duo TABLE NOTES: t1250" n �' By . . 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Aiam�Producl ContrO L ON LOADING-SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 11111111/l 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ,\���ON�( LYNN M/z`�i��/ FIGURE 3: ��'�,.• �10ENSF••,F.fa ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.2 P.• CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ No.58'105 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND . FIGURE 4: FIGURE 6: FIGURE 8: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL 26 a' 71•'•. ! 2-`41 /5,.•w BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE �- Q STATE OF 10 • • 6063-T5AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33AN0 ''•.F<ORIO P.•'G,��: .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. 1.25'X 3.25X.624* '/7/S/0NA1- 1110 8 012 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION A.LYNr(11M1LtLiiR,P.E. • FL P.E.#6191705 TABLE 11A sN�H Mullion Capacity Table Abed) N OpeningWdth(forvedicaty-spondngniOloris)prOpeningHolght(lorhodzonle pantingmdlions)601n 70 in toin 904n 100ti ' 120 In 140 in 160In - 0 126x3.04 Reclanplar TrapRdang. Rectangular Tup/rdang. Raelen Got TupTtang. Reelangulu to no. "I. at Trap/rrieng. Rochngular to 209. Reclonguler 7repTdang. n,uangular TrapTdaog. Rectangular Truprtriang. qY Coating Loading Loading Laadng Lo Ing Loadmg Looting Loading- Loading Loading Loading ad. Loading Loafing Loading Loading Loading Loading oZ i u x.624 Alum.Tube .c .F '� •§•., �.. .F 5,. •�.-. � �» -to ,-. � .- , �•. �� .F -u,. ,. �,, P .S --- •� a .� .A Mulllon w ua cio v uo u ue v u,. v u u'e v uY ei $ v $aue u' u� vu$ s'a _'� � a sa <' e € � 'P � 'g s & da g� a s� e P z dk`c �� �z {I-- 42 In 170.0 620 170.0 435 170.0 7M 170.0 478 170.0 868 170.0 606 170.0 992 170.0 619 170.0 1116 170.0 621 170.0 1240 170.0 621 170.0 1468 170.0 621 170.0 1735 110.0 521 170.0 1987 110.0 521 O Ul 491n 170.0 700 170.0 624 170.0 850 170.0 581 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 677 110.0 1417 170.0 680 170.0 1100 170.0 600 170.0 1983 170.0 680 170.0 2267 170.0 680 W J = $0.625 In 170.0 747 110.0 663 170.0 B96 170.0 631 170.0 1016 170.0 684 170.0 1195 170.0 723 170.0 1346 170.0 747 170.0 1494 170.k 766 170.0 1793 170.0 756 170.0 2092 170.0 766 170.0 2391 170.0 766 A 0 c)m O 641n 170.0 .797 170.0 612 110.0 956 170.0 691 170.0 1116 170.0 164 170.0 1276 170.0 803 170.0 1434 170.0 837 110.0 1591 170.0 656 170.0 1913 170.0 061 170.0 2231 110.0 661 160.2 2403 170.0 861 CO O F- 60 in 170.0 685 170.0101 170.0 1053 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1694 170.0 996 170.0 1771 170.0 1037 170.0 2125 110.0 1063 148.3 2163 170.0 1063 129.8 2163 170.0 1063 F=-' � (MO J 631. 170.0 930 170.0 745 170A 1116 170.0 060 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 1059 170.0 1122 156.9 2060 170.0 1169 134.6 2060 170.0 1171 117.7 2060 170.0 1171 W o 66 in 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 UG4 170.0 1002 170.0 1558 170.0 1086 170.0 1763 170.0 1155 170.0 ISO 170.0 1210 143.0 1966 170.0 1216 122.6 1966 170.0 1286 1D7.2 1966 170.0 1206 z N z m c 721n 170.0 1063 170.0 870 170A 1276 110.0 1009 170.0 1488 170.0 1128 170.0 1700 J829 28 164.1 1734 170.0 1316 138.7 1731 169.6 1386 115.6 1731 155.9 1364 99-1 1734 160.4 1352 86.7 1731 150.2 1352 J -2Z - o Min 110.0 1122 110.0 931 170.0 1346 170.0 1080 168.6 1556 170.0 1209 117.4 1656 85 131.1 1556 151.5 1266 117.9 1656 111.3, 1261 96.3 1556 120.3 1229 84.2 1556 122.7 1219 13.7 1x56 121.2 121G J _ v 11 g 78 to 170.0 11fil 170.0 967 170.0 1381 170.0 1115 1655 1417 169.3 1246 136A 1477 24 1212 1411 USA 1206 109.1 1477 129.5 1191 90.9 1477 116.9 1169 77.9 1477 110.8 1158 662 1411 109.3 1164 Q 90 in 112.0 1110 146.6 986 118.4 1110 127.9 966 1013 1110 101.9 951 88.8 1110 6 18.9 1110 87.6 922 11.0 1110 80.7 910 69.2 1110 71.3 891 60.7 1110 65.6 BTB 44A 1110 62.7 810 ~ cNp Q N `p 96 in 111.0 975 120.3 072 97.6 915 101.5 856 83.6 •976 88.3 842 73.2 975 9 66.0 976 71.2 817 60.5 975 66A 807 48.8 976 67.4 789 41.11 976 52.3 776 36.6 975 43.3 767100 in 62.2 771 84.0 696 66.6 771 70.7 685 60.7 771 61.3 674 61A 771 1 46.7 771 49.0 6S5 41.1 771 44.9: 647 34.3 771 38.9 632 29.4 771 75.0 621 25.7 771 72.4 612 N m�z$-III In 76.7 730 11.3 661 63.1 730 65.0 660 64.1 730 56.3 646 473 730 1 42.1 730 15.0 622 379 730 41.11 614 31.6 730 35.5 600 27.0 730 31.9 589 23.7 730 29.6 581 W M 126 in 69.9 624 G1.0 669 49.9 621 fi1.2 560 42.8 624 44.3 052 37.5 626 44 33.3 624 35.3 637 30.0 624 32.2 631 25.0 624 27.7 619 21.4 624 24.6 609 18.7 624 22.6 501 Q' xS2 52433 35.1 400 28.9 433 29.4 39S 24.8 433 25.4 390 21.7433 85 19.3 133 20.0 3BI 17.3 47] 19.2 376 U N Q O O S� zmU) O s TABLE 118ANCHOR CAPACITY ADJUSTMENT FORMULA: - I7 E AnchorCapaclty Table(lbs) ANCHOR CAP.,,,,,,,,, N � Z J�IYK 2.7KCocarete 3.6KCmc. HollmChW FIBedCI.IU PTwood 111001 (DP,)X( )=ANCHORCAP_ 91G FJGo 1/4"SS EICdR3-11W 114'SS Elco 410 Sled 01251ce1 NI251ce1 MULLION CAP.,,,„„'-' AnchorCllp Pattema vlc Elcounrxm v4'EkoUrtracon ton 915 Elco Urtracm t/a•EkoUlNacon AggreGaIr AggreGator Screw(G5)Screv 035) Screw(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR r 2-9r r z-112• 3.118' r z-vr 1" 2-1/2' z T 0.48' 0.54' 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN 1314' 194' 1-314"' 194• 2' 7-114" 1.94• 1.114" 1-114' 1-114• r 1-3'8• 198' vales ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors @ 475 Alla O.C.I Standards 01ae1 Alp(Flg.i) 390103 390 Its 450 lbs 890 Its 16441ea 270103 280 IDs 354Ibs 740 R6 374153 01615. 341 los 4421bi 560 IM OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors @ 1.15•Alin O•C.I SlanmN(aY-71-p lflg.2) 4801bs 700IM IIIA INA I1/A RIA 360 IM IIIA IUA II1A INA GB2lies 8851M 11201M CAPACITY(FROM THE TABLE)OF THE SELECTED 4Ambom@31 AUn.O.C.I(2)216 Angle Clips I ng.3)' 78015s 780 mo 6801bs 1560 IDs 1890Ibs 610IM 6W1M RIA 7601M 74610, 18921M 6821Ds 885ae 1123 ros MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Atkhors@0.5rblin.0 C.fU4011p,In1o.10T Alum.ft.4)' I41A INA IIIA INA HIA IIIA NA IUA INA R/A INA IIIA INA 12671M CAPACITY WHICH MAY BE USED TO QUALIFY l Artrnrl F-Up(Fig.5) 195105 1061M 225 IM 4451M 822IM 3351M 140 IM 1771Ds 3701le 18710, 4r31M v0tm zznM z8o 1M ADDITIONAL ANCHOR OPTIONS FROM THE2Anclna 91.15 Alln O.CJ F4011)(Fig 67 240Its 3A IM RTA run RIA IIIA 100Its RIA INA RIA IIIA 371103 4421M 5801M ANCHOR CAPACITY TABLE. P80DUCTRBithVISthe al wmplyfng xitl7lIIb Florida Btladin8 Code �+ 1.250' Aax"cg NO '•�6 FIGURE I: FIGURE2: TABLE NOTES: �p on • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION imni ado Pro uc1 Control ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1111111"I'll"I I l I l"/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ��,r0,......"•.. FIGURE 3: - 3.94" �•��, 1.\OENSF'•.,�P ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE •'.•y� CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS %1- No.58705 Ee 1' [ BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND �'U•:�- GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL JJ ;?-t O IS. W FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE S ATF O '•ykJ 624' �U�•.,•FLOR1pf�.•'• • 6083-T5 AND BE A MINIMUM OF.100'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND _� .'���Sa ••.....• `J`` e e .045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST A25"THICK AND A36.ALL ""81/0 S/0)V J I I0111111"NL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. v 1 #10&02 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 1.25'X 3.94'X.824' A.LYNN MILLER,P.E. MULLION FL P.E.#58705 TABLE12A In n MulllonCapacityTable Ibs/it2 9 n,yn x Opening Width(forvertically-spanning mUlions)or Opening Height(for horizonlelry•spenri g mullions) ^�' 501n 601n701. 801n' 901n 1001n 1201n 1401. 1601. ir�m•U u Rxtongular he{JTdorg. Rectangular Tmprdang. Reclangulu TraplTdong. Reala'whr Trap7dana. R.I.guldr TraprTdeag. ReelangJer TropRdanB• ReclenWla TropfTdana. Rectangular Tin do-. Reelanguler T"Prldang. O fot 2 X 4 X.26 Loading Loafing Loadna Loafing Loafing Loafing Loafing Loadrig Loafing Loafing LoadnO Lowing Loading Loafing Loafing Loafing Loafing Loafing :i�c AIum.TubeF Al .F F F P �' .' .F P F �' .�' a k Mullion X 6.. n.. '� ,. ,. ,. X LO IS A IS IS CO IS IS II i a cR o i 1, Z w rc 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170,0 506 170.0 902 170.0 gig 170.0 1116 170.0 521 170.0 (240 170.0 521 17o.0 14081 170.0 621 170.0 1735 170.0 621 170.0 1983 170.0 521 48 In 170.0 706 170.0 524 170.0 650 170.0 584 170.0 092 170.0 630 170.0 1113 170.0 661 170.0 1276 170.0 677 170.0 1417-170.0 680 170.0 1700 170.0 660 170.0 1883 170.0 680 170.0 2267 170.0 680 111 50.8251. 170.0 747 170.0 563 170.0 898 110.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 ;170.0 756 170.0 1793 170.0 766 170.0 2092 170.0 756 170.0 2391 170.0 756 2 o U) 641n 170.0 707 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 764 170.0 1276 170.0 803 17D.0 1434 170.0 837 170.0 1594 170.0 856 170.0 1911 170.0 Set 170.0 2231 170.0 861 170.0 2650 170.0 861 W 0 to 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 170.0 996 170.0 1711 ,170.0 1033 170.0 2125 170.0 1063 170,0 2478 170,0 1003 160.0 2660 170.0 1087 r0 63 N 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 1859 '170.0 1122 170.0 2231 170.0 1169 166.7 2553 170.0 1171 145.8 2653 170.0 1171 j 60 In 170.0 914 170.0 788 170,0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1658 170.0 lose 170.0 1753 170.0 1165 170.0 1948 170.0 1210 170.0 2336 170,0 1275 151.0 2437 170.0 1286 132,0 2437 170.0 1260 d m ? 721. 170.0 1087 170.0 878 170.0 1275 170.0 1009 170.0 1468 170,0 1126 170.0 1700 170.0 1226 170.0 1913 170.0 1316 170.0 2125 170.0 1387 145.6 2164 170.0 1466 124.6 2184 170.0 1529 109.2 2184 170.0 1530 z W f170.0 1122 170.0 937 170.0 1346 170.0 1060 170.0 1570 170.0 1209 170.0 1794 170,0 1322 165.1 1960 170.0 1421 148.6 1960 170.0 1605 123.6 1960 161.6 1648 106.1 1960 164.0 1535 92.9 1960 152.7 1531 �j 0- S z .a170.0 1151 170.0 967 170.0 1381 170,0 1116 170.0 1611 170.0 1250 170.0 1842 170,0 1369 1527 1861 170.0 1474 137.4 1861 163.1 1600 114.6 1661 147.3 1477 90.2 1861 139.6 1459 85,9 1881 137.6 1464 Q N r � 170.0 1328 170.0 1144 149.1 1398 156.0 1219 127.0 1388 136.0 1188 111.8 1398 121.3 1179 99.4 1398 110,2 1162 89.5 1398 101.6 1147 74.5 1398 89.8 1122 63.9 1398 62.7 1105 55.9 1398 78.0 1088 Q N o 147.4 1220 161.6 1008 122.8 1229 127.8 1078 105.3 1229 111.2 1061 92. 1229 98.0 1044 81.9 1229 69.6 1020 73.7 1229 82.4 1016 61.4 1229 72.2 993 52.7 1229 117.2455 46.1 1229 62.1 967 2 s Z 00 0 103.6 971 105.8 877 88.1 871 89.0 062 74.0 071 77.2 819 64.7 971 68A 837 57.5 071 61.8 026 61.0 971 66.6 616 IJ.1 871 49.0 788 37.0 971 32.4 971 40.8 771 fn N 95.4 912 97.3 832 78.5 919 81.9 618 88.1 910 70.9 806 59. 918 62.9 784 63.0 919 58.7 784 47.7 919 SIX 774 39.7 919 44.6 768 34.1 919 29.8 919 37.1 732 (W ' X 75.5 786 76.8 716 62.8 788 04,6 705 63.9 786 55.5 695 47.2 786 40.4 666 41.9 786 44.4 677 37.7 786 40.5 688 31.5 760 34.9 653 27.0 168 23.6 788 26.4 811 '1i' 43.7 640 N2 604 36.4 546 37.0 498 31.2 S. 31.8 491 27.3 646 28.2 485 24.3 648 25.3 410 21.8 618 '22.8 47d 18.2 64G 10.6 464 15.6 646 13.7 548 16.6 448 („) N Q O O TABLE 12B ANCHOR CAPACITY ADJUSTMENT FORMULA: z 1.0 AnchorCapaclly Table(lbs) ANCHOR CAR,,,,,,, -1 .9 1�>D' Subslmle.. 2.7k Concrete 3.6k cmc. HUbW l7AU F6fed CMU PT Woa1 h1Hal (DP,)X� )=ANCHOR CAP.., dlr Elco 114'SS Eko 5/16"Elco 1/4'SSFlco NIOSled 912SIcel 111261081 \\MULLION CAP.,,,,,,,, ARCI101CIIp Patterns Anchor Type. 3110'Elco UOmcm 1/4'Ella U6mc0n joalwon 1/4-EkoUllmeonunmeon A9g'eOalor uamem Ag2le(40ta scmw(c6)scrag(es) screw(e5) USE THIS FORMULA TO OBTAIN THEANCHOR EdgeUslancepn) 1• 2-111 r 2411 3118' 2-1rr r 2.112' r 3-118' r GAB" 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING70AN Embednml pn) 1314' 13'4' 1314' 13'4' 2- 1-114' 1-114' 1-114' 1-1/4' 1-1/4- 2' 13'8' 13'6' va/0s ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchom@,L75'2116 O.C.l Statlad or Otbet Clip(F1g.182} 390IDs 390105 450 ms 0901De 1644 IDs 2801ta 354163 740108 3741Ds 6611[6 046106 3411D3 44216. 560106 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors Q 2.69'Na.O.C./9lateam(or Orrsegcllp(Flg.3), 740lbs 740Ibs 6300s 148511. 1424163560 as IIIA 0951tn IIIA 8m lm IUA eo21Ds 865186 11201ba CAPACITY(FROM THE TABLE)OF THE SELECTED 6 Anchors@1.71'IJtO O.C.I Stadard(or Olbe[)Clp(Flg.4Y M51D9 0(pl 75BIbs 1946IDS IIIA705 Re WA 799118 - IUA IUA IIIA 10221be 1327ILS i6601b5 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Arcrors®3'tem.O.C.IM2x5Angleenpsr(Flg.6X 7801Ds 7 Os 680 IDs. 156o lbs 1688IDs 500IW NIA 7601nc 748 IDS Boo IDs 18921m 662103 Bas lbs 1120 ore CAPACITYWHICHMAY BE USED TO QUALIFY 6Anchors@,TMIn.O.C.1(2)215 Angle ClIp3/(Fig.R 1170 nos 11701D3 10201Ds 23401Ds 28WIbs 040100 IIIA 1140168 11221Ds ' 1320 IDS 2838IDs 1022168 1327160 16a31M ADDITIONAL ANCHOR OPTIONS FROM THE 3AnctomQ 1.34,?Ala.O.C.I II-Clip,Inlo.125'Alum.n 4 IIIA IUA RIA IUA N/A IIIA IUA IUA IUA IUA IUA WA IIIA ILIA ID731 AN CAPACITY TABLE. ODUCTREVISBD 6Anciom@0.64•Min.O.C./UCIIp,Inlo.125•Num.(Fig.By II/A IUA II/A IUA !UA IIIA IUA (IIA IUA NIA IUA IUA IUA IUA 21 103 23complyingWith 160 Florida. 2 Anchors®266'MIn.O.CJ FCep(Mg DF 370 IDS 370 IDS 316163 74310. 712108 IUA 200 Rx NIA 348 IDS IIIA 440106 IIIA 341106 442106 L601M Building Code _ 3 Anchors 01.71-Min.O.C./F-alp(Fig.fO} 443106 525166 378103 97310. IIIA IUA 353103 IIIA 308103 NIA IUA IUA 611106 664106 a4D lDs oogp(ggm� JC'O NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. By DoDatc / CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. i I FIGURE I: FIGURE 2: FIGURE3: FIGURE 4: 2.000' Iemi ado Product control • • • • • • • TABLE NOTES: • • 11111111111/1 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR `\�� OCA• 1/1� • • • • • GENERAL INSTALLATION METHODS. ,a'��••�10ENSF '•.FAQ FIGURE 5: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • • • • - .250' - 4.000" = 7S: No.58705 • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE - • • LOCATIONS. FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT i��'•.,FCORIOP.•',(�� o e' • • (FIGURES 5&6) (CMU)SHALL CONFORM TO ASTM G00.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. i 0. •"' (G� • • MUST BE USED ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OF.125"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(16 2'X 4'X.25'MULLION �Irr ��n(�1. 1111 IN PAIRS. GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A.LYNNIMILLER,P.E. THREADS BEYOND THE MATERIAL.810&912 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. FL P.E.B 58705 TABLE 13A £0 .1 Y Mullion Ca ao TablO Ibe/R2 c � Oponing Width(for vertically-sparking mUllons)or Opening Helgh4(for holt nlelVspartirg mUflons) Q 501n 601n 7019 601n 901n 1001n 1201n N In 1601n' Rakngular TraplTdarg. RactengWer TrepfTdang. RoclongNer 11apfMang. Racl0n9dar TmpRdang. Reclenguiu Trepfldong. Reclengder 7repTdang. Reckngul« Trep/rdang. Recfenguler TepTdeng. Roctanpll« hepRdang. X { o 2x 6x.25 Loading Loadng Loafing Leadno Lowing Loadng Loadng Loafing Leading Loedng Loadng Loafing .,IN Loadng Loadna Lowing Lowing Loafing 5qY p_ Alum.Tube F F F Z• x F F F F F 2: F F x x ?: F Z• F 2: Z. 02 O Mullion a.. a.-. 3 a a ,. a� gig �9g s aha y�g[ aged ad 13 s >1� {a >q$�'s� �� >L >88 9 �g�g a . I� u ar a a sa u d� dam¢ g d'- � @ Z� d� c d� �� o � a�a� � �� �Q� � U) 9y9ltr 0m g� d`� s� �8 ac rc Z rn�o: � 421. 170.0 620 170.0 435 170.0 7M 170.0 478 170.0 668 170.0 500 170.0 092 170.0 519 170.0 1110 170.0 621 170.0 1240 170.0 621 170.0 7488 170.0 521 170.0 17J5 170.0 621 170.0 1003 170.0 621 W 481n 170.0 708 170.0 624 '170.0 850 170.0 584 170.0 092 170.0 830 170.0 1133 170.0 661 170.0 1275 170.0 877 170.0 1417 170.0 060 170.0 1700 170.0 660 170.0 1983 170.0 880 170.0 2267 170.0 680 j = 50.62619 770,0 747 170.0 SSJ 170.0 880 170.0 831 170.0 1046 170.0 884 170.0 1185 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 758 170.0 1783 170.0 758 170.0 2082 170.0 768 170.0 2391 170.0 768 o 541. 170.0 787 170.0 812 170.0 858 170.0 691 170.0 1118 170.0 764 170.0 1275 170.0 803 110.0 1434 170.0 837 170.0 1694 '170.0 856 170.0 1913 170.0 861 170.0 2231 170.0 861 170.0 2550 170.0 881 m 0 0 60 In 170.0 885 170.0 701 170.0 1063 170.0 787 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170.0 998 170.0 1771 .170.0 1033 170.0 2125 170.0 1003 170.0 2479 170.0 1063 170.0 2833 170.0 1063 F=-• (D J 631n 170.0 930 170.0 745 170.0 1118 170.0 850 170.0 1302 170.0 040 170.0 1486 170.0 1015 170.0 1073 170.0 We 170.0 1059 170.0 1122 170.0 2231 '170.0 1169 170.0 2603 170.0 1171 170.0 2975 170.0 1171 2 J 6 6019 170.0 974 170.0 769 170.0 1189 170.0 903 170.0 1381 170.0 1002 170.0 1658 170.0 1080 170.0 1753 170.0 1155 170.0 1846 170.0 1210 170.0 2338 170.0 1275 170.0 2727 170.0 1268 170.0 3117 170.0 1286 Z Sc J7219 170.0 1063 170.0 678 170.0 1275 170.0 1008 170.0 1486 170.0 112!1 170.0 1700 170.0 7228' 170.0 1813 170.0 1315 770.0 2125 J17387 170.0 2550 170.0 7488 170.0 2975 170,0 1529 170.0 3100 170.0 1530 j lU 70 I. 170.0 1122 170.0 837 170.0 1348 170.0 1060 170.0 1570 170.0 1208 170.0 1791 170.0 1322 170.0 2019 170.0 1421 770.0 2243 05 170.0 2882 170.0 1829 170.0 3110 170.0 1694 170.0 3589 170.0 1705 J d oZ S ]filo 170.0 1151 170.0 887 170.0 1561 110,0 1118 770,0 1011 170.0 1250 170.0 1642 170.0 1389 170.0 2072 170.0 7474 170.0 2302 64 170.0 2763 170.0 1700 170.0 3223 170.0 1777 170.0 3883 170.0 1796 Q'J V Q Z N CD 9019 170,0 1328 170.0 11M 170.0 1694 170.0 1J28 170.0 1059 170.0 1498 170.0 2125 170.0 1853 170.0 2381 170,0 1793 170.0 2858 18 770.0 3188 170.0 2125 158.0 1413 170.0 2273 136.5 3473 170.0 2381 Z95 In 170.0 1417 170.0 1232 170.0 1700 170.0 143{ 170.0 1983 170.0 1622 170.0 2297 170.0 179{ 170.0 2550 170.0 1952 170.0 2833 95 100.0 3199 170.0 2J36 IJ7.1 71119 168.0 2470 120.0 3199 156.1 2428 1. S o "Og10819 170.0 15& 170.0 1409 170.0 1013 170.0 1847 170.0 2231 170.0 1870 170.0 2550 170.0 2076 184.8 2781 170.0 2271 148.3 2781 33 123.0 2781 140.4 2281 105.9278112682781 116.0 2190 Lo Ciitf in 170.0 IBM 170.0 1454 170.0 IWe 170.0 1700 170.0 2203 1700 1932 1700 2621 170.0 2149 151.8 2032 162.3 2246 130.6 2832 16 113.8 2032 128.4 2100 07.0 2632 115.1 2120 85.4 2832 106.3 2090 LUX 12C. 170.0 1771 170.0 1588 170.0 2126 170.0 1838 15{.4 2252 159.9 1091 135.1 2262 741.4 1984 120.1 2252 127.2 1938 108.1 2252 15 90.1 2262 80.8 1872 772 2252 88.9 1838 87.8 2252 87.4 1800 X Q 14419 125.1 1504 128.8 11{5 104.3 158{ 106.1 1425 BBA 1584 81.6 1407 78.2 158{ 80.7 1390 60.5 1584 72,3 1373 82.6 168{ 85.7 13511 52.1 1564 68.0 iJ30 14.7 1564 49.2 1305 38.1 1564 M.4 1283 Q..cV O O IL Z !n !n TABLE 13B ANCHOR CAPACITY ADJUSTMENT FORMULA: a �m� Anchor Ca a Ity Table(lbs) ANCHORCAP.,,�.,,,,, Subalrete: 2.78 Conamle 3.5k can. Hollxrx CalU Filled CMU PT Wood Metal (DP,)X( )=ANCHOR CAP.,,, 3116'Elco 1/4'83 Eke 5176'Eloo 114'SS Eko 810 steel 912 SIeal 812 Sled MULLION CAP.,,,,,,,„ Anchor.Cllp Patterns Anciwr Type' 3116'Eke Ullreeon 114'Eloo Ullrecan 3/f 0'Elco UlOacon 174'Eko UlSecm 190x09 Aagrecat« unrecon A9grecator sorew(a5)screw(o5) suew((3s) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge adnnce(i.): I' 2.11' 1' 2-11' 3.118' t' 2.11' 1' 2.112' 2' 4.116' 2' 0.40' 0.54' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embedment fin): 13/4' 1.3/4' 1.314' 1-314' 2' 1-1/4' 14x4' 1-114' 1-114' 1.114' 1.1/4' 2' 1316' 1318' ,edea ACTUAL PRESSURE REQUIREMENT FORTHE 2Arwh«3@4.7S'Min.O.C./standard«Ogsal Cip(Fig.162): 3901b3 390 Ib, 450 lbs 890165 1644 lbs 27O Ibe 2801ba 35416, 740lbe 3741be 664 lbs 946 lbs 341@. 442164 560lbs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Awn-QJ 4.69'Min.O.O./Standard(«O%el)Clip(Fig.3): 780 lb. 780 1b. goo lhs 176016.1 32321bs 540 lbs 5601bs 70816. 1460 1b, 748!be 1272 lbs 1092163 � 6621bs 685lba 11261w CAPACITY(FROM THE TABLE)OF THE SELECTED BAnoh«a@1.71'Min.0.C.1 Standard(or Offset)C5p(Fig.4): 1180lbs 1400 Me 1010lbs 2595 1b. WA WA 940Iba WA 106516, WA WA WA 1363lba 17701bs 2240163 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Andras®3'Min.O.C.1(2)2x5 Angle Ceps/(Fig.S): 780164 76016.1 680 lbs 15801ba 1890 lbs 540 lbs 560 lbs WA 7001bs 74816, 880164 1892lbs 682 lbs 885160 112011), CAPACITY WHICH MAY BE USED TO QUALIFY 8 Amhora@WMin.O.C./(2)2x5 Angle Crips/(Fig.B): 1560164 156016.1 1380163 3120 lbs 3792168 1080 ft 1120165 WA 1520168 14901ba 1768 los 37B41hs tassths 1770Ib9 22401ba ADDITIONAL ANCHOR OPTIONS FROM THE 12 Anchore@l.6'Min.0.0.1(2)245 Anglo Clips/(Fig.7): 14 lbs 21001ba 14!0 lbs 3780 lbs WA WA 13201b, WA 15001W WA WA WA 204516. 2654 IDs 3360 lbs ANCHOR CAPACITY TABLE. RODUCI'RUVIS13D 4 Anoh-Q 1.34'Min.O.C.l U431p,Into.125'Alum.(Fig.6): WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 1430164 oontplyln6 whb the Florida BArx:hore®0.84'kiln.O.C.lUt1iD.In1o.I25'Alum.(Flg.9): WA WA WA WA WA WA WA WA WA WA WA N/A WA NIA 2861165 1--2.000"--1 u0ditt ItoN _�Ii1/-1L.O 2Anch..Q$4.68*Min.O.CJ F.C11p(Fig.10): 390 The 3901b3 450lbs 8901bs 1616 lbs 2701b. 28011)s 354 lb. 74011. 3741bs 838lbs 94616, 3411b. 442lba 56016, AODC�pat101paaCO& .1-1C.iJ 4Amt ra F91.71'MIn.0.01 F-Clip ft.t1): 590 lb 9 700 lb. 605 ran 12981b, WA WA 410165 WA 5331hs WA .WA WA 682-64 8851bs 1120 lb. \/Bad .260' 1 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: - `Miami Dade Prodw Control FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE e: FIGURE 9:FIGURE 10: FIGURE tT: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON \\4 f I 1 I I I/ • • • • • • LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.. �� �( ,• )/�� ��� •• 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • • • • .. • • 6.000" 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS ;:• No y8705 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON FIGURE 5: FIGURE 6: FIGURE 7: ANGLE SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. O'.• 4 c1 �S- U1= • • • • • • • • CLIP 4 SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED A tT l '�J� (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED •'•., • • • • • • • • 5-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' '�MUST BE �.. • • • • • • • • USEDIN THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO /,;S ON A; � 1 PAIRS. BEAT LEAST.125'THICK AND A36.ALLANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2'X 6'X.25' A.LYNN 1vIILLER,P.E. THREADS BEYOND THE MATERIAL.910 81112 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION FL P.E.#58705 TABLE 14A ® n� Mullion Capacity Table Ibs#t' Opening Width(for veRicely-spenriingmullions)orOpen Ing Holght(for hodz'ntell-sp6rrlrgmUilorts) 601n 601n 701n 00 In 9oln - 1001n 12D In 1401n 160 In Reolengular Ttap7&ng.. Reclengulor Trep'Tduig. Reotangular TrepTderg. Reolargular Tropridarg. Realnn9ular Trsprnt.g• Reolan9ular TtapTdarg. Reclengular TraplTdang. Rectangular TrapRdarg. Reclongular Traprrdang. tix 1.26"x 2.11" LOodl g Loading Loading Lording Loading Loading Loading Loading Loading Loading Loading Loading Loading Loadin0 loading Leatling LAodlrg Loading ci g x.126"Alum r _ g_ Tube Mull 8� I :� h b g � �• t3� 44 �L Nim o 421n 144.2 526 187.0 428 120.2 528 1489 419 703.0 528 138.9 414 90.1 628 134.8 411 80.1 528 134.1 .411 721 526 )134.1 411 80.1 520 134.1 411 61.5 628 134.1 411 45.1 626 134.1 411 J 481n 96.6 403 108.0 333 80.6 403 94.7 325 69.0 403 89.4 320 60.4 403 81.4 317 63.7 403 79.1 316 48.3 403 786 314 40.3 403 78.8 314 34.6 403' 78.6 314 30.2 403 78.8 314 J W W.626 In 823 382 91.0 301 68.6 362 79.3 294 68.8 362 71.9 289 51.6 302 67.2 2W 4S.7 362 84.8 284 41.2 362 103.8 283 34.3 362 63.6 283 29A 362 63.6 283 26.7 3e2 83.6 283 � �m N )❑ O 641n 67.6 316 74.1 267 66.5 318 64.2 267 1 48.6 318 67.7 256 424 318 63.5 253 37.7 318 50.8 260 33,9 318 49.5 249 28.3E3151 248 24.2 We 49.1 248 21.2 318 49.1 240 mM1- OO N 49.5 268 51.1 218 41.2 253 45.7 214 35.3 258 40.7 210 30.9 250 37.2 207 27.5 250 34.8 204 24.7 256 :33.4 203 20.6 201 17.7 268 322 201 16.6 268 322 201CL 631n 427 234 45.6 2011 35.6 234 39.1 105 30.5 234 34.7 192 26.7 234 31.0 189 237 234 29.4 166 21.4 234 28.0 104 17.8 183 15.3 234 28.6 183 13.4 234 28.5 183 � WN37.2 213 39.4 183 31.0 213 33.7 179 26.5 213 29.8 176 23.2 213 27.0 173 288 213 25.1 170 13.0 213 23.7 169 15.5 187 13.3 213 220 160 11.6 213 22.0 106 z (n i �• 121n 28.8 t79 30.1 165 23.8 179 25.8 162 20.4 178 22.5 149 17.9 ire 20.3 147 15.9 179 18.7 145 _ .pW 761n 24.3 161 25.4 140 20.3 161 21.6 137 17A 161 19.0 135 152 161 17.0 133 J o ci rcZ 781n 22.6 152 23.5 133] 108 152 19.9 131 78.1 1 22 17.6 128 Q r TABLE 146 ~ r Q C-'[ o ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Capacity Table(Lbs) ANCHOR CAP. H X Z v00 0 S'Wtnile: 2.7k Coracle 3.5k core. Hoibw Cl4U Feted Clan PTWood Llual (DP)X� )=ANCHOR CAP.,,, (4 MULLION CAP.,,,,,,,,,, [n n" 6116'ERo 1/4'SSEk4 6116'EIeo V4'SSEko OIOStod #12SIWI 612SI.1 W N Anchor Clip Patterns A.horrype: 3716'Eko UIInx n 114'EIco Ulilaan 3116'EkoU6mcon 114'Eko Ultracal Y Y Unmon A99aGa1a Nlydem Agge"of 9Urew(G5)Screw(G5) Screw(G5) USE THIS FORMULA TO OBTAIN THE'M1C OROf x E03e 019tarce(In): 1' 2.112' 1' 2-112• 3118' 3.48' r 0.49• 0.64- 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN 10 to U) Embmna119Er 15'4' 1514• 1;v4• 131/' 2• 1-114' 1.114' 1.114' 1-IIA• 1-v4' 1-va• r I've" 15B• vines ACTUAL PRESSURE REQUIREMENT FOR THE U N Q O O 4 ArhDM@33•hUn.O.C.r WAngle dl 1 f 17 760115 7891Ds d01A8 1r4D lbs 1 6105 6401 560186 WA 70D lbs 746106 BBD Ioe 1502104 &21Ds Eos WB 1430198 OPENING,WHEN IT IS LOWERTIi,AN THE MULLION Q Z CAPAQITY(FROM THE TABLE)OF THE SELECTED So x0 MULLION.IT WILL YIELD A MINIMUM ANCHOR €�m� CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. r7 I--1.268'--' oom9'lit6 with the Florida SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. I Duilding OOdc FIGURE I: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. r axptmtco No 7� � I �?CV Lfl6u ' 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. k HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.116* Mimi Produce Control FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 11111 I 1 I I Il rrl ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED •125' ,.... \� CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL BE PRESSURE-TREATED - ;`P,•' \CENgF•.F,P YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OF.125' _ 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.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) _ = THE MATERIAL.#10 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. _ �ATE F� (OS'•.�<ORIOI;..•'G\'cam; '7S,70NAL1 A.LYNN MILLER,P.E. ' FL P.E.#58705 TABLE 15A 2 �n Mulllon Capacity Table(Ib9/R) Opening Width.(for veNcely-sparWlgmUlions)orOpening Holght((orhodzontal"parr•MdmUlions) 50 In 80In 70 In 601n 90 in too In 120 in 14 In 16013 Rectangular R.PRdeng. Rectangular Tr"..g. Recteng�W Tr."ang. R.,t,hgd.r T. no. Rectangular T,.Pr7d.ng. ReaerpUar TraplTdan9. Ralmgulor Trep✓Td.ng. Rectangular Tm1JTdang. Recl.nguler TrePrrdeng. a no w 3.26"30 Loading Loadng Load.g Loading Loadne Loading Loadnp Loading Lwdgg Lo.dng Lowing Loading Loafing Lowing Loading Lwdng Loodng Loading DEO.AL F F F F F F S F r �• g• Z• F p F' F F F r ?' ?' Z• L LO 1' BAY MULL •7;.. '� c a o,. •a ., -Suq •Sa. .. 'c q.. r •R v... $,. •S s.. A,• •$ $.. all 4.1 0 8;rn W s f rc s 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 m .170.0 we 170,0 992., t70.0 519 170.0 1116 170.0 621 170.0 1240 170.0 621 170.0 1458 170.0 621 170.0 1735 170.0 621 149.1 1740 170.0 521 J W 481n 110.0 708 170.0 524 170.0 850 170.0 684 170.0 992 170.0 630 170.0 1111 170.0 661 170.0 1276 170.0 077 170.0 14t7 170.0 680 152.2 1622 170.0 680 130.6 1622 170.0 680 114.2 1532 170.0 660 _ 50.82513 170.0 747 170.0 583 170.0 898 170.0 631 170.0 1018 170.0 684 170.0 1185 170,0 723 170.0 1345 170.0 747 184.2 1443 170.0 756 136.9 1443 170.0 756 117.3 1143 170.0 758 102.8 1443 170.0 769 W o O 64 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 607 180.4 1353 170.0 837 144.3 1353 170.0 856 120.3 1353 170.0 881 103.1 1353 170.0 661 90.2 1353 170.0 861 m o ~ co .601. 170.0 BB9 170.0 701 170.0 1063 170.0 787 167.0 1218 170.0 878 148.1 1218 170.0 841 128,8 1216 159.9 038 116.9 12ie 152.1 924 W.4 1218 146.1 913 83.5 1218 146.1 913 73.1 1216 140.1 913 h O J 63 In 170.0 030 170.0 745 170.0 Me 170.0 850 160.2 1150 166.8 933 131.4 1150 163.0 814 116.8 1150 141.0 698 105.1 1160 134.2 865 87.8 1160 126.7 871 75.1 1160 128.2 870 65.7 1160 126.2 670 W ad g lig In 170.0 974 170.0 789 152.4 1040 155.8 881 130.6 1048 146.6 864 114.3 1048 133.1 e50 101.6 1048 123A 839 91.4 1048 116.6 B30 76.2 1048 109.4 821 65.3 1048 1082 818 57.1 1048 108.2 818 z J zZ E C721n 140.6 600 147.9 764 117A 880 126.0 748 100.6 860 110.8 714 88.0 680 100.0 722 76.2 880 92.0 712 70.4 880 88.2 703 58.7 880 79.2 693 60.3 880 78.6 688 44.0 880 76A 688 J 761. 119.7 190 12&1 690 99.8 190 108.4 676 85.6 790 93.3 663 74.8 790 03.9 652 88.5 700 76.9 643 59.9 780 71.7 835 49.9 790 65.1 624 42.6 790 62.1 819 37.4 790 81.6 817 JQ � V M 781n 110.8 750 115.5 657 92.3 750 0&1 644 79.1 760 85.9 632 69.2 760 77.1 621 61.5 750 70.6 612 NA 750 65.7 605 48.2 750 59.4 694 39.6 760 66.2 588 34.6 750 65.5 586 Z Q Q N 9013 72.1 667 7�.4 500 60.1 663 82,9 491 61.5 667 64.8 483 45.1 663 48.8 475 40.1 683 44.4 480 39.1 663 40,9 462 30.0 563 W,2 152 26.9 663 313 445 22.5 683 31.6 442 Q m Z F- W a p SO 961. 59A 495 61.1 443 49.5 495 51.5 435 42.4 405 44.8 427 37.1 495 39.0 421 33.0 495 36.1 415 29.7 495 33.2 409 24.8 195 29.1 400 21.2 495 20.6 394 18.6 495 25.0 390 7n LU� o 0 1081n 41.7 391 42.6 M1331.1 3d8 20,8 391 31.1 142 26.1 391 27.6 337 21.2 391 24.9 333 20.9 391 22.8 328 17.4 391 10.7 321 14.0 391 17.e 315 111.1. 38.4 370 39.2 330 27.6 370 28.6 325 24.0 370 25.3 320 21A 370 22.6 316 19.2 370 20.9 312 18.0 370 10.1 305 12013 39.4317 30.9 284 21.7 317 22.6 280 18.0 117 19.9 276 16.8 SI7 17.9 271 Q M ¢11413 17.6 220 17.8 d o Z TABLE15B m� ANCHOR CAPACITY ADJUSTMENT FORMULA: F Anchor Capacity Table Ibs ANCHORCAP.,�",,,, S3bslmlc 2.7k Comtel. 3.5k Con.. HoRmUlt) FRIM MU PT Wood Metal (DP..)X( )=ANCHOR CAP.,,, 5'16'Eko 114`SS Eko 5716'Etc. 114'SS Elco Mated 912 Steel 0128teel MULLION CAP.,,a,,,„, Anchor Cllp Pattern. Anchor Type: 3110 Elco Ulbacon 114'Elm Uluaow UlIrm 3116'Eko Ulkxon 174'Eko Uluecan Ao0m0alor U6mcon A99ra0elor Sew,v(05)S.mw(G5) Sc"(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Dislamoon): 1' 2-IW 1" 2-13` 3.118' 1' 2-1n' 1' 2-fn'. 2` 3.118' T 0.48' 0.54' 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN Embedment M): 1x74' 1314• 1-314• 'i1314• r 1.14• 1114` 1-170• 1.14• 1-114• t-v4' 2` 1076• tale` modes ACTUAL PRESSURE REQUIREMENT FOR THE 2Amhora®5'Mim O.C./(2)215 Angle Gips/(Fq.q: 3901tu 1901W 450169 890108 17001b. 2701bs 260Ibs a541bs 740165 374160 720Ibs 9461bs 341 roa 44z lbs seo lbs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Amhom®3.5•MIn.O.C.l(2)215 AOg Clips/(Fq.7): 180 @s 760 ros 790 Its III*1b, 2125 1b, 570 Ibs 5601bs WA 1120165 7401bs Not 18921bs 682 WS 8851bs 11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED 0Amh-®2.71'Min.O.C.1(2)2x5 A.gk Gips 1lFq.31: 11201bs 11201bs 958 lbs 2246 lbs 2254165 mon 840165 mop 1059165 WA 1320IDs moa 10221bs 1327165 16601bs MULLION,IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE IRODULTR12VISUD ANCHOR CAPACITY TABLE, uwwpI*g%vMLh6Plo d5 FIGURE 1: 3ugdlag Ccde TABLE NOTES: oc.ptsncoNO � , ,^moi• ,aeaolt 81. • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. i - SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. i0mi ado Pro Oct Control FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. t 7 I I I I f 1 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. •125' ���ON( LYNN M7/i,� • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 30• �� �� vtCENgF'•��F,p:� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250" _ N0.58705 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED. • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063•T5 AND BE A MINIMUM OF.125" THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 30'BAY 7� t LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION SL TE • THE MATERIAL.#10&812 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. ;�`SiS.F<DRIOI`.:`aGN ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. 'C)IV 1L- s s��` A.LYNtJIYvfILL�R,P.E. FL P.EA 68705 TABLE 16A ® ten; Mullion Capacity Table IbOt" 7:�'" Opening Width(forverticaly-spamng milliorr)or Opening Haight(for hidzortlalty-sparr7rg millions) G!;H SO in 601n 701n 801n 9oin 1001n 1201n 1401n 160 in en Id o Reelengalar TraplTrlenB. Rectongular TrepRdeng. Reclangalar TrelJTdeng. Recl8n001er TralJTdang. Reclenwlar f. a.. Reclangder TrapRdanO• Rectangular Trap/Tdang. RectangNer TreplTdang. Rectengdar is mg. No:o 3.26"46 L.. ng Loading Loadng Lowing Loadng Leadrg Loadng Loadng Loading Loadng Leadng Loading Loedrrg Loadng Loading LoadnB Loafing Lowing oY 2 U DEG.AL ag .. •a '� •$ .. g -ag,. .- ?' r a $,. -q.. �' €,. n '.. €,. ,. .. kv BAY MULL �' ��' c3 3 � �. � - R P a'2 N a ay a a �S as a - m � -Rg �og � z N� 42 in 170.0 820 1'170.01 435 170.0 744 170.0 478 170.0 888 170.0 608 170.0 892 170.0 519170.0 1118 170.0 521 170.0 1210170.0 521 170.0 1466 170.0 521 170.0 1735 170.0 521 160.3 1871 170.0 521 1 J W 48 in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 677 170.0 1417 j170.0 680 163.7 1637 170.0 660 140.7 1637 170.0 880 122.6 1837 170.0 1 68D _ 50.625 In 170.0 741 170.0 563 170.0 896 110.0 831 170.0 1048 170.0 884 170.0 1195 170.0 725 170.0 1145 170.0 747 170.0 1494 '170.0 758 I{7.1 1552 170.0 750 126.1 1552 170.0 756 110.4 1552 170.0 758 LLI 0 541n 170.0 797 170.0 612 170.0 850 170.0 601 170.0.1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 155.2 1455 170.0 850 128.3 1455 170.0 BB1 110.6 1455 170.0 881 97.0 1455 170,0 801 Ib o ~ 60 in 170.0 8&5 170.0 701 170.0 1007 170.0 787 170.0 1240 170.0 676 157.1 1309 170.0 944 139.7 1309 170.0 986 125.7 1300 103.5 984 104.0 ODD 157.1 882 89.8 1309 157.1 982 7&8, 13M 157.1 862 I--• N � J U 831n 170,0 930' 170.0 745 170.0 Ill% 170.0 650 162.9 1247 170.0 940 142.5 1247 104.5 983 120.7 1247 152.6 085 114.0 1247 144.3 952 95.0 1247 138.2 938 81.4 1247 135.7 935 71.3 1217 135.7 035 W :S 601n 170.0 974 170.0 709 170.0 1169 170.0 807 146A 1180 163.7 965 120.9 1190 147.8 045 115A Ilea 118.5 We 103.8 1190 125.4 914 66.8 1180 119.5 898 74.2 1190 118.1 893 84.0 1100 118.1 093 Z � j L° waW c 72 In 161.8 1010 169.6 877 134.7 1010 144.6 858 115A 1010 127.2 842 101.0 late 114.7 B28 88.8 1010 105.0 617 80.8 1010 98.8 607 67.3 1010 90.6 705 67.7 1010 67.8 798 SOS 1010 87.7 769 dZ J 761. 137.1 908 143.6 792 114.5 908 122.0 775 08.1 9D8 107.1 761 85.9 806 98.2 749 76.3 006 88.2 738 68.7 908 82.3 728 57.3 908 74.7 718 49.1 809 71.2 710 42.9 808 70.8 708 R71'1,1,,n127.1 061 112.5 754 105.8 881 112.5 778 90.0 BBt 88.8 725 78.4 881 88.5 717 70.8 BBt 61.0 703 63.8 081 75.4 89{ 53.0 Bef 88.1 681 {5.4 881 84.6 875 39.7 881 03.7 672 Z Q Q N O 82.7 848 85.4 574 06.9 648 72.1 564 Ski 846 62.9 554 51.7 040 58.1 545 45.0 848 50.0 537 41.4 848 47.0 530 34.5 648 41.6 SID 20.5 848 38.2 511 z5.9 018 36.5 507 - Q m Z- W0088.2 568 70,1 586 58.8 568 59.1 499 46.7 586 51A 491 42.6 we 45.0 483 37.9 SW 41.4 470 34.1 566 38.1 470 28.4 568 33.4 459 24.1 568 10.5 452 21.3 588 28.7 447 � �4.944048.8 105 39.9 449 41.2 399 34.2 449 35.7 393 29.9 449 31.7 367 26.6 449 28.0 382 23.8 449 20.1 377 20.0 440 22.7 388 17.1 M9 20.4 381 15.0 449 16.8 350 44.1 425 45.0 365 3&6 425 37.0 370 31.5 425 32.8 373 27.0 426 20.1 3(17 24.6 426 282 382 22.1 426 24.0 358 18.4 125 20.7 350 16.8 426 18.8 3{3to (0 34.0 384 35.5 331 29.1 381 28.8 726 24.8 384 25.8 321 21.8 364 22.8 317 19.4 384 20.5 315 17.5 364 18.7 309 U 'T Q.20.2 253 20A 237 18.8 257 17.1 230 d e Z N TABLE 168 -�$ €�m� ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Capacity Table(]be) ANCHORCAP.,K,,,.,, r m o' Substrate: 2.7kConcrele, 3.51t Cone. ItcamuAU F81cdCMU PT Wood WWI (DP_)X( )=ANCHORCAP.ue Y18'Eko 1/4'6S Eko 5116 Eloo i/4•SS Eke #10 Steel #12 SIe.1 N12 steel MULLION CAP.,,,,,,,,,,, Anchor Cllp Patteme Anclerrypo: 3116'Elco Ullrue. I74'Eke Ul9acon 3/16'Eko Ultram 114'Eloo UlUacan Uluacon ApOmcotor Ullecon Ag9re0ola Screw(GS)screw(GS) screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Ed9a gstenca(in): I• 2an• 1' 2.1/2' 3-118• 1' 2-UY 1' 244 2• 3-118' x• 0.46• 0.54• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embedment(In): 1.314• 1-314' 1-7/4' 1-314' 2' 1-1/4' 1.44' 1-114' 1.114' 1-114' 1-114' 2' 1alB' tars•' canes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Arelgrs@5*MIn.O.C.1(2)2X5 Angle Qips I(Fig.1): 3W lbs 390 IM 4501os 690lbs 17o61W 2701es 260 lbs 35116s T40Ibs 3741bs 7201bs 9461bs 341 ft 442 1b, 560 ros OPENING,WHEN IT IS LOWERTHAN THE MULLION 4 Arohors®3.5'fAln O.C./(2)915 Angle Dips/(Fig.2): 780105 760165 7901bs 1870 ros 2525 ros 510Ibs 560165 WA 1120165 Tae lbs 680165 1892165 662155 885!be 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 6AnoborsQ271'60.O.G/(2)9(5Argk pips FIR 11: Me lbs 1120165 95616s 22461bs 2254lbs WA 840165 NIA 1059165 WA 1320165 WA 10221bs 1327165 1680 Ibs MULLION.IT WILL MAYIEY A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE PRCJJJUUI ANCHOR CAPACITY TABLE. na camplyingwidl the Florida BuilLing^,cdb/f .� O FIGURE I: Avxplmlco Dlo /�^�' TABLE NOTES: Exp Um9 IGbr..lin 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. Miami Odie 1'Yeduci Connal FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDJOR OPENING WIDTHS IS ALLOWABLE. 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. ���\�Oa..••.•••.,7i,7R( • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. .125' 45' �'�.•'�\GENSG ' F� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250" FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED. J • • • YELLOW SOUTHERN PINE.WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" -"D tuAti THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEELTO BEAT 45'BAY % (�'•, <CI LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION F • • THE MATERIAL.#108,#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. t� ��'' • ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. A. LER,P.E. FL P.E.#58705 1-1.000'-1 _,..I 1.000" x- 1.000^ �-- • f--l.zea•--I ${10 �aY rc .125" s Y Z 2.750' .125' 3.125" 3.188' E' 2.750" .125' .125' .125' N ' 2.116" 2.000' 2.000' ,265" �.=�m h .125' .125' z ,�N� W .37b"371'6' J." 0^ T ,900' O I I J W 1"X2'X.125'MULLION 1'X2'X.375'MULLION 1'X 2.75'X.375'MULLION 1"X2.76'X.650'MULLION, 1'X3.125'X.5'MULLION 1.25'X 3.186'X.265'MULLION 1.26•X2.11'X.125"MULLION 7Of = 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 8083-T6 ALUM. 6063.78 ALUM. 6063-T6 ALUM. 8063-T6 ALUM. Q X-SECTION X-SECTION XSECTION X-SECTION X•SECTION XSECTION XSECTION m 6O 0 Z (n O Ir TABLE A Z w z m STANDARD CLIP I I 2X5 ANGLE CLIP• 2 8083-T6 ALUM. 8063.78 A1UM. Dimension Value(in) For Mullion: Q. �W 2.000' X-SECTION 2'125• 2.000' XSECTION A 1.625 J 0.o v 21 U-CLIP 1 I 6063.76 ALUM. I .125" B 2.654 1' lu X.m h C) �' ,125• X-SECTION L Aluminum Z C 0.895 Tube Mullion Q Z Z o 7T--- 00 D 0.740 Q a C> .125"J @ Z a o --I.740"4-- A 1.125 1"X2"X.376' W O Y oY 5.500" B 2.404 Aluminum a J w (q CUTHERETO .375' C 0.635 Tube Mullion O a O O .375" --3.125' -I_CREATE F-CLIP,SEE MIN. 5.000' 11 MIN. DETAIL F.SHEETa �. .375'MIN.- )-- D 0.490 a5 Z 0 .338'MIN. A 1.875 g$$ mOf s:0 r-------- r--------1 ------- ------ B 3.000 1'X2.75"X >� g �m� I I I I I A A I U•CLIP A H---------I o y rc� L_ _____J L_______J 8083-T6 ALUM. `- .^----------'-----"' 2X5ANGLECLIP C 0.757 .376 Aluminum TOPVIEW 6083-T6 ALUM. D 1.118 Tube Mullion TOPVIEW STANDARD CLIPCENTOR OF ANCHOR HOLE MUST LIE WITHIN THE E .450 Min. 6063•T6 ALUM. - DASHED BOUNDARY.SEE SHEETS 5.17 FOR THE /C.N.IER OF ANCHOR HOLE MUST LIE TOPVIEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR A 1.312 1'X2.76"X THE DASHED BOUNDARY.SEE HOLE MUST LIE - HOLE DIAMETER:ANCHOR DIAMETER+1116'. B 3.000 .650" SHEETS 5.17 FOR THE ANCHOR O.C. WITHIN THE DASHED DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE - C 0.476 Aluminum DIAMETER:ANCHOR DIAMETER+1116'. SHEETS 6-17 FOR THE D 0.836 Tube Mullion ANCHOR O.C. TABLES PRODUCTRUVISUD DISTANCE.MAXIMUM PGT Part# A 2•000 ..4 com,+dy'01g N6h the Florida ANCHOR HOLE 1"X 3.125'X Mull Dimension(sheet#) B 2.837 uOdNg OnNr 5.500' .375' DIAMETER:ANCHOR Mullion Std.Clip Offset Clip U-Clip Angle Cllp .600'Alum ar}I!anco Nn " .375" MIN. DIAMETER 1116'. C 0.863 Tube Mull MIN. 1"X2"X.125"(5) 66605 666113M 8661118M 666243M 888511M D 1.137 '____ _______i____________- 1"X2"X.375"(6) 868006 666114M 6661119M 666244M 666512M A 2.625 Vnaral adeProdoctConuot 1"X2.75"X.375" 66607 666115M 666112CM 666245M 666513M 1.25°X3lum Cn B 3'282 X.265"Alum 111 B 1"X2.75"X.650"(8) 66608 666116M 6661121M 666246M 666514M D 1.762.862 TubeMuli `\` ONiLYNNA"'//i��i -------� D j 1"X3.125"X.500"(9) 66037M 6661116M BMI114M 666242M 666515M •'�10ENs '•.Fp 1.28"X2.11")(' I i 1.25"X3.188"X.265"(12) 66641M 6661117M 6661113M 666241M 666516M A 1.813 .121"Alum X ------ ` ------ ' ; '<: No.58705 1.26"X2.11"X.125"(18) 69370 WA N/A WA 666517M Tube Mull _ 47^I C OFFSET CLIP NOTES: - - '-O••• �- l J Z�I 5•!L` 125, 6063•T6 ALUM. A TOPVIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. %��•, TE O� •0 \`'4`- .740" CORIO•. 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS&ANCHOR O.C.DISTANCE. A.LYNN MIJAER,P.E. - 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 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 2-1/4'.THE OPENING REQUIRES A DESIGN PRESSURE OF+60.01-60,0 PSF. NOANCHORSINNERD 1)INITIALLY ASSUMING THAT A V WIDE MULLION IS SUITABLE.THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32*+32+1"-65*,REFERENCING SHEET 26,THE COLUMN U51NG _-D RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4-AND WILL MEET OR EXCEED THE REQUIRED p DESIGN PRESSURE OF+60.01-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. < SEE SEE FROM TABLE 3A,SHEET 7,THE V X 2,75-X:376"MULLION(LENGTH=72',OPENING WIDTH 70')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/.58,3 PSF AND WOULD FENESTRATION DETAILS, PRODUCT's SHEETS NOT BE SUITABLE FOR THIS APPLICATION. o no 3 :TS APPROVAL 24 X 2.75-X.650-MULLION(LENGTH�F 72",OPENING WIDTH 70')HAS A DESIGN PRESSURE OF+/-72.7 POP WHICH EXCEEDS THE REQUIREMENTS FOR THE FROM TABLE 4A,SHEET 8,THE I I MULLION OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS, LENGTH 2)USE TABLE 40 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)02 ANCHORS AND THE 2X5 ANGLE CLIPS WITH(4)912 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED.THE STANDARD CLIP IS EASIER TO INSTALL. Q) 1461 SEE z L FTAILS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL g SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL _j 2-3 DESIGN PRESSURE RE%IRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE _j INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATE D FENESTRATION PRODUCTS TO MULLION. Of U) N --f— IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+1-60.0 PSF.TH�OVERALL MULLION SYSTEM WAS DETERMINED TO 13E 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LOS.ALTERNATIVELY, W rD 0 WINDGW32' THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: DO CD u_ co (60PSF)X 611115) CPENINo WIDTH (72.7 POP =5i4.9LBS (MAYBE USED TO QUALIFY 10#EEL SCREWS FROM TABLE 46) 2 Z 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 REQUIRESA DESIGN PRESSURE OF+50.0/-65.0 PSF. z FOR THE VERTICAL MULLION: < i- < Z — 1)INITIALLY ASSUMING THAT A I-WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 3Y+72'+1"=105"AND THE OPENING WIDTH IS 36'+36-+1'-73.REFERENCING SHEET 25, < z :z THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.318"AND WILL EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0/-55.6 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. MULLVAOTH FROM TABLE SA,SHEET 7,THE V X 2.75-X.37V MULLION(LENGTH 108,OPENING WIDTH=80' -16.1 PSF)MEET$THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS D. AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. rj) (1) FROM TABLE 12A,SHEET 16,THE 2*X 4'X.260'MULLION(LENGTH=108'.OPENING WIDTH-80')HAS A DESIGN PRESSURE OF+/-643 PSF WHICH EXCEEDS THE REQUIREMENTS 0 ULI 0 Z co U) EE SEE DESTAILS. FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LEIS. 2 .0 SHEETS FENESTRATION 2Q� BECAUSE IT IS NOW KNOWN THATTHE 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 APPROVAL ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN THE 73-DIMENSION(35.1/2"+35.1/2'+2"=73"). i 2)USE TABLE 1 2 B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY�N 0 CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED VERTICALICONCRETE HEADER AND SILL ARE 8'WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 0',CARE MUST BE TAKEN TO MAINTAIN THE PAsTENEFvs EDGE DISTANCE. MULLION L USING THE STANDARD CLIP WITH(6)3/16'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1W GIVES AN ANCHOR CAPACITY OF 1050 LOS WHICH IS GREATER,AND LENGTH SEE . & DETAILS. DETAIL E. THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 071 LBS. OPENING SHEETS 2.3 SHEETS FOR THE HORIZONTAL MULLIONS: HEIGHT FOR BECAUSE THE VERTICAL MULL WILL BE A 2*X 4'X.250*MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER Mion)Z' 7" MULLION TYPE COULD BE CHOSEN, �RODUCI`RRVISUD ULLION m complying u3fflt the Florida -.,d A 1)THE MULLION LENGTH IS 36-AND THE OPENING HEIGHT IS 32'+7242'-106'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDALTRIANGULAR LOADING MAYBE 3WIdIFIBODO USED.FROM TABLE 12A,SHEET 16,THE 2-X 4-X.250'MULLION(@&NGTH=42'.OPENING HEIGHT=120')HAS DESIGN PRESSURE OF+1-170,0 PSF WHICH EXCEEDS THE 1 REQUIREMENTS FOR THE OPENING AND MAYBE USED IN THIS APP4ICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 621 LOS, SEE DETAILS SETTS USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMV SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8" NVair.1 Dade Product Control,-,--,, 2 _3 WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8•,ICARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH (4)3/16-ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF 540 LES WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPA017Y OF 521 LBS. LYNN 36'HORTZ Nze ", UL j�j 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 121 FOR THE U-CLIP SHOWS THE .I 'C' / MR�LeNGT'N ANCHOR -FNSC CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 621 LBS.THE �--OPENING WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW. N..18705 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: -/-64.7 PSF FROM THE VERTICAL MULLION; z: +1-170.0 PSF FROM THE 36*HORIZONTAL MULLIONATTACHtNGT0 CMU; +/-170,0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). ATEtijF 41J THE LOWEST DESIGN PRESSURE IS+1.64,7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION /ONAU PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN YM A./f ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION, 4 MIUMN,P.E. FL P.ES 58705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALRRIANGULAR LOADING: ®g^ n �u o� Q m PW PW 01 ; PW 1 oY i Z �±'SESHLH HIDHSHIDH SHIDH I PWZPWQ _, I /' / / / DD / / W CD LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION 1 / / M SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS / /HINGED ~ J DOOR - m 1 LSGD Z z � 11 LOADING OF VERTICAL MULLIONIL— O W PW ,I W o kz LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q I, r d• - PW 1 (— Z W ME 0� / PW PW PW O$ o E a:U (!) In SHIDH SHIDH Z Q 4 SHIDH SHIDH I Q$-1 [if O O SHIDH �—� � o�a� LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION PW PW HR – 1 I 1 LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL I MULLION 1 PIA HINGED I NOTES: RODUCT RBVISED DOORPW PW i ecomplyinywitltWo Florida 1 11)DRAWINGS ARE uliding Cddo �.,� 0 I RERESENTATIONS'OF TYPICAL �mptanw No 1 1 pW CONFIGURATIONS. P?� PW - CONFIGURATIONS NOT SHOWN ` MAY BE EXTRAPOLATED FROM pdpplpdpµOppppt O D I I THOSE SHOWN. I n j 2)IF THE LOADING TYPE CANNOT v�) I BE DETERMINED,USE �` << �� / LNSr PW RECTANGULAR LOADING. �?,'• \G .F•Q W PW 1 P _ _ I / 3)SEE PRODUCTS'APPROVAL FOR No.58705_�"c: '.. ACTUAL ANCHOR LOCATIONS. _ LOADING OF VERTICAL MULLION Ly LOADING OF VERTICAL MULLION (� J~�F^ PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I `� �U -`t,'ATNEJ'f-�� SGD ''�'O`''•.,FCORIO�.•'\��`�. I I LOADING OF HORIZONTAL rA'['Y N IWI LOADING OF VERTICAL A.LYNN ILLEN,.P.E. MULLION MULLION FL P.E.#58705