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Home My WebLink AboutNotice of Acceptance (4) f I • AFAIiQVD i4 Af' f�OVi f1�1EiNU11 d �PCVISC&rES00MIT R11E 1'�01t11i9Ufiillil' -VIk YED r,FOR YOUP 1AF0,�01�iO4 ISUbralitals are rovlol'1ed faI �nsorlanse %7fi tlesiga intent 1 M1A►P9I DADS and gonerel compliance lull[; ifie t-uOlrEUt ilncum�kits one, l�6[atins Do blot Anilloltl8 011i!!gfis to Nl bme't Slim, lYl7 OIITXQL COUNTY C TSiTCI'COP17Ii�I.S>CTYON A t0Vs1, Cbintn>;nfs unll/41.C41f('$tifi;l;tlfi.�;? !lilt t�I;oVA�'�IF�� 65�StiV26Streel,•Roodt208 �>;rARrivti,tvxoi<••>;�x�uj,n,�r4z�x 8�dl�Alt(��iR�JRr�'s(ti�� '�>leblhlln tsa. , WARD A1VD COpL,ADM7IVTSTRri ��y�98ipons[hiv for csnjlfini�g"��ti�khrrel01 5;2590 I'(78�31S 2599 NOTWE OF ACC EP• ' I W, tvlf7�?li�flo,�f' ," i,►It'slt�. : iitiomtdnde. ov/econo " 7PGT>tiaclustries,In totrip8timitly of Iti IVOIs tail ts, .-� s��tulo'i��tn�' ' fii3lr 1070 Technology Drive iirork vil[h D1101 trno03 elld st I' ;bCa tP ts,�lolYortl�ilrta`+:,Y;..:_ r 'North Venice - 34275 Wont In a.sata rntl 5ttiisldt J1}' tttllitl ntl;illl l 1N wail the oohi fi t UDS e"I t, This NOA.is. being issued uteri ®.rules ani)`e�e'+ 't'ovsu'i ' , , use Of oonstruetion materials. The documeiita[ion ubmlttte �!e y tsY tt ih'r--Dada Caunt}l RPR - Product Control Scotlon, to be used ittlVliattii ade�G�oiid`reprice oas ill 61,.6116wed by the Authority Having Jurisdiction(AHJ), This NOA shall not be valid after tite axpiiation date stated bblgt+r.Tlie Miami-1]ade.Cbunty product Control Sootioii(In Miaml-Dade County)and/or the-AI-IJ(in axeaa outer tilau Miami-pade.Couuty)rd"servo t io right 1 to have this product or materlat tested for quality assillt'nee purposes, If tills pYodpct or mtltedal falls to perform in the ricoepted.m ctu anner,the manufarer will incur the cXpeiise of suali testing htid#li0 AW j4gy inin editit 1y revoke,nl9dify,or suspend the use,of such prpduot or maieriai within ilteir;lilrisdigtlopL REIt rdsorve the right to revoke ails acceptance, if It Is defermihod by Miami--Dade County Product Control Seotioiithat this p1po.gct or materlat fails to meet the retluirommits of the applicable buildhig obile, _. __._ ._._.._._... -This..produot..is..apptov-d.hs_iiescri_gd herein, and has been. es[gued_to_coinply_withI the rlorlda Bulldilig Code,includingthe High Velocity Hutrioane Zone.- lDESC13111TXON:Serles'TGT"Clipped Extruded Alunihmrn Tube4ullien- -U.lY d i APPROVAL DOCUWNT: DraivingNo, 6300JR, titled"Impact Resistant Altnninuni Tube Mullions", s sheets I through'!2S of 25, prepared by manufactueer, dated 08/29/11; 'with revision B dated 10110/14; sigiied and seated by Anthony Lynn Millet;P•K, beariug th8 IVIinm1-Dade County Product Control Revision dtattip-with the Notice of Acceptance numbdr and;expiration ON, py the Mianii-Dada County Product Control Section, LADLING. Buell unit shalt bear a peransnelit label with the manufacturer's ii=6-or logo, oity, state, model/serles,and following stoteroent: ",Miami Dade County Product Control ApproV'ed%unless othet•Mw t nowd hioiu. 11E,NkWAL-of this NOA shall be conslderod after a.renewal application has been filed and thero has been t no oharige in the applicable building code negatively AlTecting the performance of this product. 'T1;RIVIINATTON.Of this NOA will odour titter the expiration date or if there has been a revision or change in the materials,use,and/or mtttiufact*e bfthe product or pt'o0ess.Misuse o£this NQA as an endorsement of any product,for sales;ad.fQ1Mhig or airy other puipbses shall auloniatically teitbiiiate this NOA.Allure to adlriply.With any setrtLon ol'ttiis NOA•shitll be oQiise o terytilnatlon and ieindval ofNOA, .A)<l l#T18k,W, T; The MA niiiiiber preceded by tie words'Mielni-Dodo Coiwty, Florida, and foRpi0d by the expiration date-may be displayed in advertising litorature, if-tipy portion 4.0 NOA is dispiityed,t oti it shall be dQne in it§entirety. JN'—H— 10M A copy of this entire NOA shall be provided to tho user by the manttfat tuner or its rlistibutois Arid shrill be uvailalilo 'ar iiiSpeotion at the j ob site at tfie request of the Bitilding:Odotal. This NOA revises trill!i eneif Nt)A#X4:1.45.01 and o-onsistg of-this rage I and ovidonce pages lk and As tivelLas approval do0motojit:m6ntioried Abgyqi • - The.sulmiItteddocumentation�vasrevieiveci:byManut:ll'erez,P:N. NOA No.16-02-18d13. MiAMi•D DE.GOUNTY10 Mtiy 26;$021 A-iproVRfJ)Mc1 Aprli M 2016 Page 1 .File Copy i I • I PGT Industries,Inc. NOTICE OF ACCEPTANCE: E'S)'IUNKE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No,10-0819.0.5) 2. Drawing No. 6300JR, titled "rmpact,Resistant Atuminum be Mullions", sheets 1 through 25 of 25, dated 0809111, with revision B dated 10/10/14, prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. B. 'PESTS ' 1. Test xopoits 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 Empact TestperlFBC,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'insfallafion diagram of"clipped alunninum mullions, prepared by Fenestration Testing Lab, Inc., Testll2 porC No. I(TL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05105111, signed and sealed by Marlin D.Brinson,P.B. (Submitted underNOA No.10-0819,05) C. CALCULATIONS ; 1, Anchor verification calculations and structural analysis, complying with FBC 1010 and with FBC 511 Edition (2014), prepared by Imammu ctam, dated 01/29/15, signed and sealed by Anthony Lyirc Miller,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATE,RIAi.C.ERTNICATIONS 1, None. Manus a Product Con oI aminer NOA No. 6-0218.03 Expiration Date: Wy U,2021 Approval Date:April 14 2016 • E-1 I PGT Industries,Inc: NOT1QL( OF ACCEPTANCB: l;V1DENCE SUBN1x T£.10 P. STATE,MENTS 1. Statement letter of conformance, complying with Z'IiC-Stb Edition (20X4), dated February 15, 2016, issued by mmiufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer,signed and sealed by Anthony Lyn, Miller,F.E. G. OTHERS 1 1. Notice of Acceptance No. 1.4-1105,01,issued toi'PGT Indust es, Inc. for their Series "PGT" Clipped ],xtruded Aluminum Tube Mullion LXL, approved on 02/12/15 and expiring on 05/26116. j fi i Manuel Pro duetContr 1� miner NOA No. -0218.03 Expiration Dale: May 26,2all f pprovalbate: April 142016 j L-2 UITA$LE FOR ALL LOOATIONS REQu)NZNG GENERAL NOTES: NON-WPAOT OR LARGE AN O SMALL 1)OHTAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION To ANYANCHORS REQVIRM FORTHE � missILEIMPACT-RESISTANT' DUCTS FENESTRATION PRODUCT INSTALLATION.TYPICALAPPUCATiONS ARE SHOWN.EACH SITUATION iSUNIQUEAM SHOULD BE EVALUATED BYAN EXPERIENCFD MSTAILLER FOR THE BEST INSTALLATION METHOD.OPTIONAL IX OR27(WOOD SUCKS SFUSED. GENERAL NMS.—I MUST EEANCHOREDPROPERLYTOTRANSFERLAAOSANDARETOSEDESIGNEDBYOTHEPS. TOTINsfr3' --t 4 THE TRU MULLTOXCVRXXL 2 FIGURE 1: 2)THE7YPE AND NUMBER OF ANCHORS IS CRITICAI.TO THE S7RUCTURALPERF,ORMANCEOF THE MULLED UNITS.MULLIONS o MULTIPLE 1-�--OPEN87GWIDTr rORV@RriOAL MULL'^��'({ ARCHE8T08E I.Q1TAUXION NOTES-- OT S 3 .• MULLIONS I / I sEE CETAAa I LNsaasm lNsfDe I��T�T� ORETHFLOA7WG•ANDDO HOT NE6D T08EDIREC7LYA7TACHEO TOTHE MULLION CLIPS,BLTi SHALL INSTALLAttON NOTEB_...,....,.Z ftEGTANGULR NOTNAVEAGAPOP MORE7FIAN 1I4'FROM THE CLIP. IAULL70 MASONW -3 A-0�G,H; l SHAPE MDI.LTO GTEELSiLfO-..-.�-.3 N sH�ss2.O 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DE.SIGNIDTO RESIST THE WINDLOADSCORRESPONDINGTO THE RElUIRED MULL7oMUt' 3 .2 v DESIGN PRsssu Rs MUUJONS ARE CALCULATED TO DEFLFCINO MORE THAN Ulm THE 1/30TRESS INCREASE WAS NOT USED ANCHORSPEcs 3 S1I $r p IN THIS ANCHOR EVALUA7ION.THE 1.6 LOAD DURATION FACTORWASUSED FORTHE EVALUATION OFWOOD SCREWS. ALTERNATATECUPS__-_4 Z tq SAYMULLINSTALAMON.,e-.-.4 Q 4)PROPER SP ICING OF EN7TREASSEM9LY IS'IHERESPOhIBIBIUTY OF OTHERS AND IS BEYOND THE SCOPEOFTHESE 1 X2 X.125 VuLL GPSC5.---.-S INSTRUCTIONS. 1XZX.37SMUU.SPECS..- D y \\ 1 X 2T9%.WS MULLSFEC6s7 IX276Xs5MUu.SFECs D Z SEE DETAILS I /111 / LII 6)USE THE COMBINED WiDTHORHEIGHT OF ONLY TWOADJACENT FENESTRATION PRODUCTS TO DETERMINEPRESSURESAM ,%3.126XS0o W.LGPEC5-9 L9 O oP AD e: jr / TIT T: 1s�O67AILs ANCHORAGE FORTHE COMMON MULUON.SEEEXAMPLES ON THIS SHEETAND SHEET 24.FOR MULTIPLE UWMCONSIDER 41XAXA2sM=SPECS..�- 10) � SHMS 2-3 'O- I A7HRUGI ONLYTNO ADJACENT UNITS AT ATIMEWHEN USING THE DESIGN PRESSUREAND MCHORAGEETA13LM THE LOWEST DESIGN X4X.37b7U8ENU1L SPECS- Q ^I t -� sls�7ssa iMxv 6x MUw=SPs...._rr PRESSLIRS OF MIATIPI.E MULLIONS OR FENESTRATION PRODUCTS SHALLAPPLY. 17SX 1/58X.285 A4AL SPEGS,.t2 Ill � T / III I / oPO4NG t2SX32sX 100 NULLSPECs_'[7 = W YETI. RCoR 6)WARNFINDINGYOURSSEINTHEMULLIONTABLES,ALWAYSROUNDLIPTOTHENE(TSZESHOWNON7HETABLE(S). l=X7.WX.S24u=SPECS-14 MUu. S25X9.9A X.624 MU11SPEC3--96 C!! LENa" HORMtzo�NM 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALLSE BEYOND WALL DRESSING ORSTUCCO.WOOD BUCKS BYOTHERS,MUST zX4X.25W 5PCCI 1G '•Z sIT DGTAILE 2X 8X25 MLI1.8PECS_-_.17 BE ANCHORED PROPERLY TO 4 to Y L28X211 X.125TAULL SPECS 18 5HE�70 AS APPROPR10.7E FOR SUBSTRATE MATERNAL DI&71MlLAR MA7ERWLS SHALLDE PROT£C[Eb AS REQUIREDTO PRSVEFII' 30'X3259AYM=spsC--._10 I- G N o REACTIONS 4VX329BAY WILLSPECS�-,.20 O M=00`1&CLIP DiLMN510N5-..-2145 F Yp Or PEasxArtON 8)REFFRENOL TEST REPORTS:FTL•6443i ELCO ULTRACONIAGGREGATORNOAS EXAMPLES t G2 r--24 t!1 s PRCCU=U-.Y LOAOWGEXAMP�-S - - 15 W -OFANTTTPE. S)MULLIONS AI Z CUPS HAVE BEEN DESIGNED S,TESTED TO COMPLY WITH THE REQUTRW84TS OF THE FLORIDA BUILDING MUSTME CODE,ANISARE APPROVED FOR imPACTANDNON-1MPACTAFPLICATIONSMU=NS ARE ONLYTOBE USED WITH W OI to _ syF� PG7-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. O C9 ¢ O O 'Y== 10)MULLIONS ARE IN COMPLIANCE FORUSE W THE HVH2. 9 �f fa co i DR rD /SEE DETNLs J 3 6!L'�(r A,D,GM; 11 QUANTTIYOFUNTSWITHINAMULTIPLEMULLEDASSEMELYISUNLIMREDIPROVIDEDTHATTHESPANANDOPENING m o o� �HOPoM7UAµ'TAL CHESTS 23 IN DTKIHEIGHT OF EACH INDIVIDUAL MULLION COMPLtFSVATHTHEREQUIREMENTSOFTHISNOA fF•'-�- t'�'� 90R20HTAL LeULL n TN )NSTRUCTIONS ADLMONALEXAMPLESOFMULLCONFIGURI7nQNSr 1)DETERMINETHEDESIGN PRESSURE REOUIREMENT FORTHE OPENING USWGTHEASCE4 STANDARD. 2)CHOOSE A MULLION TYPETHA7 WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME OEPTH, MULL oPEH2TGm3nt—------ -{ .�. S)REFERTUSHEET26TDDE7atOgiPTHE-WNND:LOADWGIS'RECTANGULAR!QIK RIANGULAWTRAPE20fDAL-. 4)FIND THE CHOSEN MULLION'S K&LIONCAPACITYNLBSiFT i FROM TABLES IA THROUGH{16A,ON SHEETS 67HROUGH 2D RESPE'CTIVELY,USING PA4DUC1'REVI9ED—HEIGHT THE MULLION TYPE,LENGTH AND OPENINGWIDTHORHEiGHT{DEPENDING IF7HEMULION IS SPANNING VERTICALLYORHORITONTALLnTHE �u�. �. V[FxT. MULLION CAPACITYTLBSIFM OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE$EOUIREMENT(LBS/FPI FOR THE OPENINGOBTRINED IN Aeaapi caNa)�d'Tn- EN LNGTIT ".° d %' d ILL sTEP 1� IRII Thb_-� Jj' S)FROMTHE SAMETASLEUBEO IN STEP 4)ABOVE.FIND THEVALUE PI THENEXTCOLiJMN ANCHOR IYAPACTTY REQl1fRID(LBSL THIS VALUE BY _ R=PRESENTS THE WINDLOgD TRANSFERRCD T07HE SUBSTRATE HY7HEANCHORS AND MUS?BE METTO ATTAIN THE FULL MULIJON CAaACRY. T"L°2 17'°dDaCXE —\_ siNGLE,MIIWON SINGLEMULUON �FO RTICALMULt 6)FROMTHEANCHORCAPACTTYIL9S)TABLE-ON THE SAME SHEET AND-USINGYOURACTUALSUBSTRATE CONDITION(MULTIPLE � ��q LYNN�� oPE78Nv morn ANCHOPISUBS'TRATEIANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFYTF(AT THE REQUIRED ANCriOR—- - —��-�0; •"' •' FOR VOMCALMULL CAPACITY IS MET. "1 SEECORRESPOKDDIG otMAns MULTIPLE MULLIONS 7)IFTHEMULUgN CAPACITY 0.B&q"OBTAINED W THETABLEIS HIGHEi7HAN THE D'cSIGN PRESSUR6 REOVIREM_NT(I,BSIFTI FORTHE �3y;' No.GS705 \,f FRObIRGURETACOVi! DASHING,YOU MAY LLSE THE'ANCHOR CAPACTTYADJU5 MENT FORMULA'TO OBTAIN THE LOWER ANCHOR CAPACITY rt&gUIRED.WTTF{THIS - VALUEALCWEKANCHORCAPACLTYOPTION MAY BESELECTEO FORTHESMSESUSSTRATE uIZ STANDARDSUSEO: a)VERIFY THE DESIGN PREMRE RATING(LMM)FOR THE FENESTRATION PRODUCTTO BE USED AND COMPARE WITH THE FINAL MULLIC,14 :moo'; o2014 FLORIDA BUILDING CODE(FED)5THEDIT30N CAPACITY(LESIM OBTAINED FORTHE MULLION SYSTEM.THE LOWFR OFTHE TvV0 SHALL APPtY FORTHE ENTIRE MULLED FENESTRA RON t�'.• �` •ANSVAFSPA NDS-2012 FOR WOOD CONSTRUCTION PRODUCTASSEMBLY. ,...... •• , -ALUMINUM DESIGN MANUAL,ADM.2010 9)HIGHLIGHT OFIION USED AND TABLEVALUES USED INA SPECIFIC APPUCAMONWrMN USING THIS NOATO APPLY FORAPERMIT. IA�L�yN�{ aA151•S10TI-0TN322010 FL P.E �� I I ' n w � — a�q Alt DETAJLA f1: ILB: i 6ULUON Jmtia o' MULLION TO'2X WOOD-BUCK Mtrtuox —��--— MULLION ATTACHED TO IX _ Bacrsrpla Typ psCHOR o OR Wbbb mAMIJ•1Ca WOOD.BUCk AND MASONhY � PERSv8TM AT,TACW1499r Sf53EEdeCE97B.i98• (OFFSET'CLIPSHOWNI (STANOARDCLIP'SHOWN) , By f SEENOTF1 N NUW7H � •- 9HE6T1. � ,m co SEE SREEI9 < 'q I 1 ^��'{�!••••;•.s:.:rr co y 2143FORIIOCE •d .j 1 :I CONCAETEOROMU'-• •.•✓1 =Sa STANORRD. .a• '� LOCATIONS OFPSETMUtC •°" -EDGE„, o. o - I SELSLtiTA8lE5. s Ct]P'btKY9E 1 •OLSTAHCE, / }° a I, #ED R� t&t68 .�d co I7W3&MM 0O0 .d•',� ., I 11 .SCRAEWS !L �. i I <L ANCHORS O g AAMs 81DEVIEW y.', .d' • 11N E 7 C7'.Q a a•,. a°'.i wm EXTERIOR •'c . :may Au 1 • ° d a +, EOGE 7MMETHCM J N Z � � .a FOR a d• s I••• '� r .J�.0 � •,e•` AECOL4.SLFIOW FOR ANCHORS F F Z% 0�O EXTERIOR .n•. .`„• Fl1VWS.VT' g'd ALSOSEUSWFOR Lu J 10TAERFRAMETYPES.� PE d 4 Z 5 1 U Z � O dd kp,j 7YP.ANGHOR TYP.AVCROR �� y FD: TW.RxCHOR. PERSJgSTRATE. JLZ— SMIASMPQt3UBSTMTF, R'�"'7 S�.TABLESTO•ta6 SEE7AB2S518.1L6 'SEETABLCS'iB+133 •DISTME ANA 8 CKSTRIP. tB.tsC .: •• •:. ss; ATTACHIACNT �.• •. %1ND' ENAEDMEM••• �• �� ;t�; t .' BY OT11FR5, . SW=I Si 'SYOi}IFR9• SHEET t. -- r ,<,; 5•ir•'�:ti'ti:�y"y•,^��'__ — 9E£NOTE1.. •~•f' S•:. •.._. .. •' is'• ..a:ay,y.ir:•.{.=r i.?.„:;'_ -- _H_M_2T K37aORGC=fE ORCHt1 • -SIDE VIEW: FRDNTVSEW. _---_-----SRCO!JeT:nflV15Eh tONTV1EW as:—pi a6syi16MoF]6ti�`— - ---___-- mains Codc AReplm c*NNQ 1Co dit8.a�b2l tHSTAUATION NOTES:' � - i 1)ANCH—DRQ.IHEDIN[MTO`B:ASEMATERIAL;SHAL'L BE BEYONDWALLDRE96ING ORSR]GCO• Nil 2J'QUANTIFYDFANC14ORSAN6MULLIONSrM'SHOWNA80VEAREFORPICTORIAI:REPRESENiATfON �--ONLY.liEcJtusE7THEaNCiiaRcApArtryis BASED P¢RMY-jON:*rsEANCHOR;TQ ANCHOR OWANCE;THE - -----—_ ,��`OC1H�•YNM At"' CORRECT11lJ TY,ATNDLOGATION'OFANCHORSMUSTBEFOLIA}VED.RFFERTOTl1ETABCESONTHE --�` .N '��GCNSF'%� -%i-- FOLIAWING5FiE1=T5.FORDETktI:SAbrE1THERTNE9TANDARD`.CR*TERIORCLIFMAYBEUSEC: ,r •,• i - -X No.58705• 3)ANCHDR HEAD TYPEMAX6EAAN}1FAb,HDS-JEP�D;ORFIATHEAD. � — 1 /� '4)WC+jO'81SCKS AFtE 0P71gN1tL,S,EE OE7NLCi BHEET3, j„O; (il CY .SJ'fORMASONRY•APPUCAT,IONSdHMfAMI-DAC&FAUNTY.IJS90NLYMIAMf.DAGa000F17YAPPROVED %�Q'•.•. 'F1cOUtTFADONORECCOil4'Brs,AGGREQATOR'MASONRYHNGHOf73. ,�p ��'ri�` QNAL•"CW rC LfIdNIMJC12f��P.E. FL P.E.V•88705 r� i DETAILS MULLION TO MULLION DETAIL C � .1 FIPL INTERSECTION NOTES: MULI ION DIRECTLY ATTACHED TO 61 OH (U-CLIP) 4 a MASONRY STRUCTURE S)MAY SE U10T .LED IN'TW OR"CROSS" g '� (STANDARD Cl•1P SHOWN) INTERSECTIONS. �d vAAIEs 2)MAYBE INSTALLED HORIZONTALLY 6¢ I I (SHOWN)OR VERTICALLY. _ 1 i 7YP.ANGiOR c•- I N LI PF7i5UBSfftA:E EITHERIHE I 35SEEU•CLLP DRAWINGS.SHEETS 21-23 0] Ct _ I I ` _ seErAatE5i8-iJB TOFVIEYJ FOR CORRESPONDINGMULUON. co . N CLIP VAY2E 1 I I EDG@ DISTANCE MUI3JON 0 . FORIWSONRY VARIES ANCNOAS a uI A N12STEELSCRTNS, x • 1 1!°1 ``��UWON ANO USfi SM6 DAIIL E 'o ELI ON EXTERIOR A.•• a a i � ` MULLION o [OG@CLSTANCe ° '•°.• R ORECCkM4�N®FOR i Z AID7{URS _ uN ow w I LUU-Oup Gcctav •S; '.:ac ALSOBVIISMFOR ORIERRMAEYYP6.2 F_X'T=.,RIOR ¢ z z Z. TYP.ANCHOR '•� ,.e z Z ¢ w ER SMTRAM .Q C O c SP.E7ABLE418.178 7YP,ANCHOR SE691eET521-73fOR ERSussmiE, HCLELO=ONS �Tw SEETABLES1n't7S 07 Arm FRONT VIEW MOE LU ATVZN W OISTANLE BY OTF�AB, SEETiB Ae EF+9ED}Fr'VT'.- •�t':�•,�`.° F'. SNEETi.• •;':.•:`•••::.5: 6 Z Z 0 O cn ..t.. ..t: mGe 0_ N MDl2]Vl51 CCNCPHTpOA CbRJ •Ll{N 2.7 KSI CCNCRETEC1T C7dU $ETADltS SIDEVIE N &O0'i FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CUP SHOWN) INSTALLATION NOTES:. . . .. SrRucTurai . ------- 1)ANCHORi3nEOMENTT0 RASE MATERIALSHALLSEBEYOND WALL9RE3SINGORSTUCCO. 1Ya.ANCHOR -- A PER BUDSTAAT$ __ _�__�seerASLEsre�e 2)QUANTITY OFANCHORSAND MULLION SIZE SHOWN ABOVEARE FOR PICTORIAL REPRE ERrATION seesHE= - - ONLY,BECAUSE TH:ANCHOR CAPACITYISBASEO PARYLYONTHEANCHORTO ANCHOR DISTANCE THE! �� 21.23FOR PR©DUNTRGvIs[D--- _-- CORRECT DU*MrYAND LOCATION OF ANCHORS MUST BE FOLLOWED,REF5RTO THE TABLES ON THE HOB m complying with the FLk1dA FOLLOWING SHEETS.FOR DETAILS A.D.EITHER THE STANDARD OR INTERIOR CUP MAY BE USED. `�� WCAMZNS Btulding Coda BuRdinj oNol6-tlLS$•a3 9)ANCHOR HEADTYPE MAY BE PANFC-'AO,HEXHEAD OR FLATHEAD. `� MULLIOx LocPimt nOau �D21 Q-WOOO.VXK9 ARE OPTIONAL•SEE DETAIL C,&REST:. $y M Dodo eC 5)FORMASONRY APPLICATIONS IN MIAMI•DAOE COUNTY,USEONLYMIAMI-DADE COUNTY APPAOVEO' ------- Boas .I LYNN ELCOULTRACONORELCO114SSAGGREGATORMASONRYANCHORS. PORSTEEtsTiJDSTxtNNERTNAN ---- SEETTeLES---(` ,. • FRONT VIEW Iff GAANDCOM3UNT%vr%tHEFLnaI-ING 13-17n �`r.•'�LcENSC'••.�' ^ COD_A2%WOCDBALKER MUSTUSEO. ^Q'�: '•.7� r( AYTACNMeTr EY OTFERI. EXTERIORusNoloo NCIlORwem SIDE VIEW --": No.Evos NOTES! 1)FOR2XW000•BACKED STEEL STUDS,WOOD )�' " p ?�U� ANCHOR VALUES MAYBE USED_ 2)SEECORRESPONDING UUWON TABLES, �� t� SHE TS5.20,FOR QUANTITYCF SCREWS, 0.LtY'.V�11MI4LE •P.E. FL P.E.#$0705 . . 1 OETAI L F! DETAIL DETAILH* MELD-MOOIFIEDMUUJON CLIP ANGLE MULLION CLIP BAY MULLION INSTALLAT1oN axe (F-CLIP) (ANGLE CUP) (ANGLE CLIP) 2v o 0 SP>r DETNLSA$ oR'a<Yi SHrETS2AWD 3 FORDWAUAWN 3C'ORBS 1bSPEGRCSVBSTFt4TES SAYMML .LAIi p '' p 0) 1, to d 0 0 0 0 0 0 ° ° Q w O O TOP VIEW -8 a sHGxt oxx.+2s TOP VIEW i m m s+pi Or I ' EXTERIOR 1 i i T?,ANCHOR O 1 I SEETAPos'S i590R 111a z lQ m l TfP•AMCHCR BTAXZMD d1LL1OxQiP 1 L vExavaLaRATE, { t EXTERIOR _ j Z MODMTOF(tF= I SEmUalmIW-An C 2 r T CGNGRIGHS. 1 Qa I 1 TXSANGLE CUP. Z ^`o l I 1 I I 2PER MLRUON0O MUST d Z m C7 I ItiSTALlE0 1NS060F SAY MALLco t i 1ti I I N s� o a� I1 t r7erx.ur 1— 1» t t ! 1 2PPe MwuoR DA Z ¢ ys MUST BE 8757'A1.Rn O O I I I 1100EWMULL I PER SU857RATC 5EETI.BLPS16q{a INTO WCC06 Lf" 41TPE1.ALUM INrawow.sTE2t 67A)' ROOLIPTOBE FJCTERIOR ORMASONRY 9;agfuoA --'—Al0KCW0RM�ONRY 1{WniE?R13it9A ' EXTERIOR P 1 �eetRPlyin ttilh r>ro Ylorda ---— ® I ® WOYIOW,STEEL ® ® AttM cw Ox IAAleNny . PA�po Wi.. 16-b218.b� u �2� DISTANCE _.---__ PER !ly ——-- ANCHOR Mtam ahvut4 FERINCKO A NO7ESRORINSTAf:LATIDNOYT4CN03H; __ `\` y`YNH Jfl, S)USE 2 ANGLE CUPS PER MULLON END.CLIPS MUST SE UiSF.RTm INSIDE OF A1ln.l10N. kcl%%F '•.`� �� NOTES FORtNSTALLATfON OPTIgNSR ` V {� 1}DETAIL IS NOTAPPUCA8IEFOR THE BAY OR 1.2G'X2.1 PX,i2S MULLION. 2)Dt:'AIL G:SES TA91e-S SB•tA0 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR NOL6 ;r j N0,$8705 LOCATIONS. S 2)SEE TAMES IB-138FORANCHOROUANTIRES AND SHEETS 21-23 FOR HOLE LOCAMONS. 3}DETAIL H:SEETAaLE518BOR46E FOR ANCHOR gUAKT1T1'eS AND SHEET22 FOR HOLE �,�.. g' 3)TY.EM CUP fSNOTSUrrASLEFORTHISAPPUCAMEW- LOCATIONS. FL , 8706 a r r1 TABLE iA A M Mal0oac ac 7a61D baXta n• �s3 • Op2nIrtH 1"ddlh({DrverOcaiyaperclrgm�Dlts)mOpanlnH HelHhttforhorlrarfalb'•spatnir�B muDlor>s) ' ekM 601a sob 7a to '9010 90111 (coin co b1 140)a 160L, Redcap!+! Thgrgmy Redogd r 7eeplr36na Recirnp:ar marl m. MdOMW MI,Mcap, Radlnpdar Tnpne-1q. R9e�!Ipdor TmFJiOa�p. ti9et4npalu imNtauq. ReeWgl4at mWN-na• RaLd.gwer 7mY•1 Wtr. atep F 1X2X.125 1cedm lyadnl fondn9 lcadng t crm t9a309 L..*1 tduft 1JvSa0 LmdD0 14udIn2 l.b5drp 1pad»p lmdt+d Lwdn0 taadL.D Loodny Loadag QY4#o 0 .Mu1Gon g a �, a ��• � a 3 s� , a d 'a a �'$ a g s 5 d 3 n s 3 a dg a a � Pagio r 42 to ttta {pi 1295 137 M2 403 115.6 325 wa 4Da 1a7.a =I a9A 4m 104.4 312 62.1 4aa 164.0 wo 65.a 4m too 319 44L' 403 104.0 i318 394 404 IN.9 SW D3.D 4aa lux 013 Q {ly 74.D 3/2 63.6 73a Old 212 TAA 232 no 312 57.0 243 40A 3t2 412 248 4I.6 312 a1,3 1 20 137A 312 1 6t.0 1 214 3U. 3f2 5L0 '244 24E 312 51.0 2" ZSt 3t2 a4A A44 j = Td.R61n II0,➢ 201 746 234 6S2 =9 6L5 276 44a 2111 W.7 =A WA 2a1 sx1 = 333 2A1 W1 27D 31.9 231 49.3 2t➢ =X 231 49.3 210 223 7A1 49.3 2M 2D.0 291 49.3 210 rA In a7A 247 a.6 wr 43A 247 49.a 2v2 375 ZA 41.a 199 32c 247 41.3 116 2A2 2A7 UA 164 26.3 2S7 =A 123 21,9 247 3M 193 11!3 247 12.1 193 13.41 24T 35.1 193 m � c mh SSA 2W 412 VO O20 29D *A 198 27.4 2W 314 ia3 24.0 2W 2L2 too 2L3 2W 277 169 t9.2 200 24a U7 14a 2Da 2u 13a = to •y! .d q1a 3lt 101 243 135 21.5 lot =Z St'2 237 tat 20 149 2M7 jai 243 148 14J t41 273 tK fal tat Z1J 143 g S Is 20.5 ILI 1%5 142 74.0 t45 25.1 139 20S 195 7111 13G OLD (a5 21A 134 72 to 222 111 23A t2o las ca t3.9 1fa 149 i30 tlo tf5 W IL offw { 7aN 149 f7a 19.7 StL9 15,7 126 tda 107 ? rn 7a1 17.3 Ill 1a2 Im IT T BLE lB }^• Aaah9r CeLI Table ba ANCHOR CAPACITY ADJUSTMENT MMAULA: Z 1n r pg� sabitmtc 2.7a 1a1a1ma 3sktbnc. Na09wt24u RedcMU P7 9ed M4141 (DA„)X(ANCHOR CPP.,.s.,,,,�m ANCHOR CAP. .�-•a o &10Ele9 tH•SStteS 5116.61e0 9J4•ssE-99 mosl.a! Mslbd a12514d :U ArtehorCIIpPatteme k'd1°ram' ��O 0L0n tk•t7:o11ba. m Utz vtrDe9Unmem sa-!:m9l9wrr91 Ae9t ata U. AW11,or Sa fe'l sew01 SoteRIM USE THIS FORMULATO OBTAIN THE'ANCHOR IY N Edm !w..�,r. r 2.1rr I• r 3-ur 1' mw r 2-11r r 3-ve• r 9Aa! 9.sr o.32a CAPACITY REQUIRED'CORRESPONDING TO AN V a 3 Eawft.t 2 4• u r icre 4' S +<u4• 1-114• 1.1u• 1.1 t-vr 1•na• r we'. tafr t ur ACTUAL PRESSURE RMUIREMENTFORTH= X 2 Aae MQ&.W MN.O.C.IB%Mftd 9r 006U CaA 1F19.tk 3909A =70 45093 1M41W 210M 201M 3611b1 74Dim ]7410e Got!Oa 940U M-1 4421W ZN- OPENING,WHEN IT S LOWER THAN 7FS=MULUCN tl ZO0ad l9rOpLllo Fb,2k 4WID7 7DS Ibr WA A WA WA 390Iba NU. WA WA A WA M2 p4! 3411b. - Illaw CAPACITY(FROM THE TABLE)OF THE Sr1ECTW co {McG1f-0 10, Ib9 16931W No1W6�15s300tW. 191¢Ib9 t182fiti fi95tW 21201ar MULLION.JTW)LL YIPSIIAMPIA.SUMANCHDRtaA WA WA A WA WA WA WAWA WA S1k1 WA WA WA 1161W CAPACITYWMC}iMAYBE USEOTO gUAUFY 1Ambart Fck ffl9.s. 195ID1 195lbr. 2231b1lea BUIDS S3a Da 1401W 177&1 SIDIW 1m1W atzlm' 473IW 17a 1s 2211b1 200WADDITIONAL ANCHOR OPTIONS FROM THE s4DIDf 750!ia N!A A NfA - WA 1WIW WA WA WA WA WA 3411D1 442ID+ f601bt ANCHORCAPAOITYTASLE. NOTE:FORTHE OFFSET CUP.USE THE SAMEANCHOR PATTERN ANDANCHOR VALUES ASTHE STANDARD CUP. -------- FIGURE I: ---- -- FIGURE z --TABLENOTES: ® 1)SEESHM1FORINSTRUCTIONSONUSINGTHETABLESANDSHEET75FORINFORMATIONONLOADING. uR0�t0UpfY1Cmb9r11h0�¢Flblida -"- ---- - -- - SEESHEETS L4 FOR GENERAL MTALLA71ON METHODS. ---(1.00tY )- B1III Vmn-da 2)LINEARINTERPOLP.TIONHETWEEN MULL LENGLHS AND/OROPENNG WIDTHS IS ALLOWABLE, '{� Accvpttr mD 2$•O 8 1t nDo!a QD'7l FIGURE 3: 3)MULLION AND MULLION CUPS SHOWN ARE NOT 70 SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21.23. Hy HOLES TO BE DRILLEDNTHEFIELDFOLLOWINGDIMENSIONALRESIRICTIONSSHOWNONSHEETS21-21 200p. MlaraipPlePmdon -- - -----. - _ ________ _ FIGURES SHOW SUGGESTED,APPROXIMATE HOLELOCATIONS. 1 V PNGLEOf.IPMll5YBEUSEDINPAIRS 4)SUBSTRATES:CONCRETE SHALL CONFORMTOACI3015PEQkCATIONS,HOLLOWANDGROtff•FICCED---- I- -- 't2$' _ --��a,(�,YNN•7L{/��///�� CONORETE BLOCK UNIT(CMU)SHALL CONFORM TOASTMC-21 WOOD 9NALLBEPRwSURF•TRFATZO 1- r /��••'CENSr<'••F,'!'-�: --" - ---- FIGURE/: FIGURES., FIGURES: YFLOWSOUTHMVPINEWITHANSGOF0.55.ALUMINUMSHALLarSm-75ANDBEAMINIMUMOF.12S THICK.STEELSTUOS TO SEA MINIMUM GRACE 33 AkM,045-THICKC 1H GAUG STRUCTURAL ST-.LTO BEAT •'•• ( EJ. i^X2•X.125`N+IILf.10N i... 05 ® � LEAST,S25^THICK AND A36.ALLANCHORS,INTO METAL SHALL M(TEND AT LPAX 3 SCREW THREADS BEI(OND THE MATERIAL tMO&912 ANCHORS INTO WOOD MAY SE STEEL 13-R S.S.OR4S0 S.S. of A. FL P.E.r SSMS Y1 , SLE 2A � Muwnn C71 ae' Table 21e t 10 Opening Width(TDrvur5w*BperW Dg t1lUboray or opanitlg He[gttt{far11od7L2ilDYyspamlrg Ra61ont1 r�C win 5DJ4 TaL1 win BOy Ica In =14 t4aH 160M ��•� PeamrWtir YrayoWp. Reumvor ToprTSam RadWdm TmptTamn. F.Mm"ad', lhrprDUbg• ?AcwwMr Tm"wc. R3r13ry3W 7 V. R.12,o 1m rapfTdQV. Rsm30amr IIaP'1113m• R4:bn9mr Yraply-W . y7 r� Ixzx•376 L4d t0-14c laedim lb 4,4 L.Otp L=dn ts3dlm taDmUM LoaMP wdirp L-sm 14zmin faadw Lwffig 1basv I.Mcng ubft: Clam.Tobe r a z, >• 3 € �' b a $ $ 1 g , Mlllron ' Kg fag >Lg a s £ a&, $ Jtg ,. r Lt c �~ �� 1s a � B o z � �� at V � s� �6lit � E k� e s i &3 4214 17/30 32D 170.D 435 151.1 tO;Z 170.0 47p 1747 VR S70.0 60a iTaa M2 91g.0 SS! IDDS 962 15U atr DOA 6tQ ife9 SR 75.7 0:72 130A 317 a4.D 8+7. lft42 DS7 14L7 6a7 iF89 BIT 0 toy t21.8 507 1260 41e '41.41 90 110.2 410 84.0 00T 10a,T d03 7g0 867 1028 00B 37F Sr 9D,6 09T 3a3 F!R D0.0 383 &0.7 wY 09.0 ztas 43,4 507 99.0 327 38A 07 Dec :98 J W S Sg675N SD37 451 SiiB 37P Bkf dab sb.8 STY 74.1 4ls8 80.5 384 41.a 49s bin 0m 67.5 4w M.3 w six 408 a0.0 asa 422 !SB w.0 356 37.0 450 =0 Z% =4 491 MD 358 � LgY rn 54J0 GSA am MS WS 7S2 4m I Me 010 dU 4w 72-7 Yd S14 400 61.3 lid 474 400 4SU MS 42s AM t23 its 3i6 403 61A 313 =.5 480 BS.B aid 20.7 480 01.3 D13 !u $ C wN ti23 =4 3lLB Sle BL8 WAaA0 270 4/,S• 321 St2 264 a0.9 =4 469 280 34E 371 4A9 2S7 iti 77R 42s 235 29.0 S4 40.5 2R 2Z2 324 4a5 :353 10.E 3N 4U 453 p7 CD Say 3;L0 294 A/ 152 •N,B 294 40.2 260 A4 294 •l38 2A1 02a 2S4 3A0 237 2Q9 29/ a7,i 214 7Eb ZB4 052 232 21A 284 37.4 230 i92 2&1 a.4 200 1EE 2p4 a5.4 Zd0 0i4 4LB 280 40,0 an 2Co 261 AM MS 35.4 2M 37.3 221 Z2 2M aa1 Z3 2LD 2W a1.6 =6 =4 233 2L3 212 fRi 203 280 210 18:7 Else 2T.7 2W 11.0 258 Z/.7 37g 7 co s 72y 36A 225 v'9 "' m" 7L5 322 191 2i7 zt5 23.4 16a 22a 323 2S8 t03 19.0 223 21.8 i3k YL0 ar; a1 7w ]BA 95 wa t7T its 22b i0.6 t76 11.3 22F 199 170 Z � 78 L1 3o.d 2W, 31.0 1R Zia 2.03 2T2 1A 2ka 207 2kD ttD 102 a02 31.5 YEf 1T.0 292 192 105 .453 2@ 784 14.7 ;28 702 1HI 1b0 10.E 282 tSJI 150 iG8 2a2 iJ.e 130 .Z Tells 23,3 Ig1 78.a tW 20.b tD'Sd 23.1 tA% 2g.2 ion? 2Z0 7S2 17.7 i87 1A7 1S3 SbJ 791 1A1 157 ii2 1B2 79.8 155 Ills iet 62 151 10.1 122 1L4 '-w 0.9 1B2 1U' EO •, r •d• BOl3 idS IA 19.0 120 1&4 mN Iti2 12r 1SA 115 z ? O 'FABLE 2B AncharCu Del Tab. a ANCHOR CAPACITY ADJUSTMENT FORMULA; 6DOstmIG 27K Aa<BPrTypo: Nt`flw Ullmeea e ANCtORCmml. 3.xa mo w mu vrw4 idm (DP„)X( OCPP�e,,,,,, ANCHOR C ., Nr x 1PEkWm 5/1p•Ew R103toda231rd PIRSU MULLION „ 60 onshor Clip Fatema u3m mrmwDq."u 1f4•Fh3 up"- lV ax;,:b,c:..nmrian..ABTec+.ta s4m,rlr,07saeE(es) som.1e5) USE THISFORfdULATOOETA7NTHEANOHOR ssd9.D1s AW41N r 2-1/r r I 2-m- 3.W r 24'r r I 2.17r r 341r r OAV 054• =41 CAPACfTYRMUIRBD'CORRESPONDONGTOAN d Z fUjy y F.mbcdmral OF, t•5Y i3'4• 13'1' 1 wf<• r ].w- NM• M74• I.v4• I.v4• 1•v4• Y Isla• ] Ir anea ACTUAL PRESSURE REQUIREMENT FOR THE g �O 2Archea @Ltd•Mk.t],r,l=4WCrOPW CIPt 1 3W 1b Bi083 450lm ebbW i&4D. Z70bb 087159 3541ta 740 Baf 3741p. lsOrW 84DIkt al . :44213: Sam. OPENING,WM3Q IT IS LOWERTHAN THE MULLION 4A3rm,sffit.75•aLnoafslnwr3lmorannab FrB.=x 4w rm Im wa VA Nv, wa aroo wa wa a fua aez t3s 'ea3lbs tlm le: OAFIACI Y(FROM THE TABLE)OF TIME SEI�CCED dl "'ate 4AWpa QS' O.C./Q17><SNwla alas/IFb.3k T307rf 7401W' 330 Pa 15600u 1B7a Da MD)u 51Fmc WA 7Wx4 cart_ 330W =2¢4 w2w t m 1120w MULLION.IT WILL VIELI)A MINIMUM ANCHOR zruwa3nffi44s ufaaG7UQU.;A13.12YAM4,(RD,4k WA WA .a a NrA N/A WA NIA N/a wA N/A A WA , WA 716 ac CAPACITY WHICH MAY BE USED TO QUALIFY 1 AMh.fF'MP MSY 1951a, 135W 72Z m: 44Si3a BT[Jer i5s ln: 140Ia 177 Pu 3TO Ito 107 C. 3327W mite 17a 1m 1221mf 2w co ADDITIONAL ANCHOR OPTIONS FROM THE SAnNm 1.15•MIrt O.WF{nD tm 24bo3 3w U. A Nu WA )VA IN IN Nu NIA WA wa wA NA .442Da 6OU ANCHOR CAPACiT'fTABLE, NOTE:FORTHE OFFSET CLIP,USETHE SAME ANCHOR PATTERN AND ANCHOR VALUW AS THE31ANDARD CLIP. FIGURE* FIGURE 2. TABLE NOTES --- _fRCDULT 7tsYSSeD 1)SEE SHEET 1 FOR INSTRUGYIONS ON USING THE TABLES AND SNMr25 FOR INFORMATION ON LOADING. Uund mo y�iOSS C0d4w ® SEE SHEETS?rL FORGENERAL INSTALLATION METHODS. -J 1.000• }_ A prz m w -027 .D FV02.im Da:.--- - -_ ___ 2)LINEAR INTERPOLATION BETWEEN MULLL94ST14S AND/OR OPENING WIDTHS IS ALLOWABLE. By FIGUREx -- _____.______-_ M' a dud' -- ---3)MULLION AND-MULLION CLIPS SHOWN ARE NOTTO SCALE.FORV(AGT DIMENSIONS.SEE SHEETS 2-1-23. r 1 i ® HOLESTOBEDRUE]INTfi FMM-FOLLOWINGDIMENSIONALRESTRICTIONSSHOWNONSHEM2t-23. 2•D�• 1 FIGURES SHOWSUGGESTED,APPROXIMATE HOLE LOCATIONS. --- t �JC�i•LyuN ANGLE CLIP MUST e 4JSU73ST7tATE5r CONCRETE SHALL CONFORM TO ACI 3D1 SPEG7F1G4TIONS,HOLLOW AIM GROUT•FlLLED 3TS E USED IN FAIRS `� •vICENSC' � - --- CONCRETE BLCCK UNIT(CMU)SHALL CONFORM TO AM C•90,WOOD SHALL BE PRESSURS4REATED 7Y;' FIGUR54: FIGURES: FIGURE6. YELLOW SOUTHERN PINE WIYAANSGOF0.55,ALUMINUM SHALL BE6063•TS AND SEAMINIMUM OF.12S 7 Z No.!lVaS ® TACK,STEELSTUDSTOBEAMINIMLIMGRAD733AND.045'THICK(18GAUGE}�STRUCTURALSTEELTOBEAT TXZ•X.37SMULLION ® LEAST.12t;THICKANOA3B.ALT ANCHORS INTO METALSHAILsCrEKOATLEAST9SCREWYHREADSBEYOND THE MATERIAL 410&412 ANCHORS INTO WOOD MAY BE STEEL,I"sa OR 4ib S,S, F A.FL P L=I rA)h11$FL,P.E, ,E#68705 4 ► r ,. TABLE 3A I41f70Ton Capan Tab10 As&) a ~ Op=Tmg4Nolh o7111rtfoa9y-spandtr3m memlor Openfn6Helehk{1orh7d2afO01ysptmvg mWmu) ' x�'�a SO y1 60 h1 70ta so In a0 kn loom Ilob fiom 16014 1X276X F�mnRfi>< Tmp' ug, Reda119dar TmyTdarq. RectlnR.iar MOITdmO, Rml."Ider *D%9Wm0. RC•100PAY TDapRtim¢, R.4wmdv TmyVTaeny RMBnoDY 72eyMvn¢, Radea9olad TmMdmO. RoclenWlY 7nvla00. y tcnda9 LmdW L0edn0 Saed00 lA20ktA (aAdaB lAadnO La1dDO IAaav Ludaa S0ad0¢ L AO Inadnp Loadln7 LdadnD tmdn0 ImOhp Ld4dOp cY AT80A01tn. & 16Lx.. R, 'g�.� •a T9g.. gTB,ba -=o .. ps.. � '� •�4v. 'fi '�.. '�.. 'G '�'. r3 Zs., ti'i 7dG8fon a 6 dE Dl d � d S� d.,, � 5 bg N 33� �' al a o. sa aR ag '� � •� l27n f7a6 620 170A 435 VC.e 744 17" 476 17U Bm lla0 dad R0.0 TYt 170A sla 174.0 1112 170.D B21: ITD.0 WO 17U ZZ U97 13M 170.0 82l IV.6 1301, 1-10.91 a21 mq 1401 tmo I SZ1 LU JUL), 5700 7W 170A =4 1To., dM 770A 111 1TOA 122 t70.1 at 17ae ilab t70.0 Oaf 151-8 113a t7DA ra iw 1130 rXA 953 I= f179 VAD 650 W,6 11a0 110.0 So 35A 11W 170.0 630 ? � SC,6'dln i7a0 7A7 17DO 563 I7oD asa 170.0 631 t87.b 1032 17U 3a4 148d ID32 170,0 TZI 13MB 1032 170A 747 117.1 1032 17a0 72 27.9 fos t70.0 7b0 U9 I= 170.0 7W 7S1 f072 170.0 756 �o S+In 176.0 7sf 170,0 d(2 tdl3 W7 1700 8➢1 D32 907 164.7 7dD 1209 ae7 1Sr.5 7Z7 107.5 007 146.0 714 se'l ➢07 141.1 no t08 Wr 110.0 70s 40.1 007 U0.0 709 10.6 ➢W 14D.0 70D ca 80H 141.1 71f tdf.5 675 ff7d Tay SWA 0t1 100.4 7Sf i1aA a09 662, Tab S06R 600 76.< lws Oa,d 5a7 10,b 'M 8S2 S70 Sab 735 01,0 574 WA 72S M.5 574, 44A 73S 91,8 514 CQ to J Rin 12f9 BCd 12D,0 670 told 88a 151d 337 47,0 ON 1D9 d47 792 6s8 M,1 dM 07.7 US a79 931 149 656 MS aaa 50A 60 7dd 621 -M5 as 75A 621 35,1 666 7a.e 62I 7 I. iMo Sol IIZA-mm ua 80r 9L1 SSi 73.7 5D7 6S0 501 GUO)7 77.1 483 Sat 4W 7La 4W W.0 607 aid Aa1 4i.2 am mA 4Ts,. OVA avr a7 474 all aD7 ail 474 2 ti e �^ 72h 6LF STO 0t.a tp 440 3l0 T4A 434 SM (0 60 420 51.0 BID 579 410 Au a1D 4= 413: SCA Si0 fiD.D 408 360 670 459 402 2v2 df¢ 4{,t 394 2:9 S10 ti3 19P co 78m 6aA 456 72d taa t7A 46d 81.7 aD2 SaC-TASa dtd Day Z - 4ZA '070 OLB 450 4f.6 770, a(.T <78 <Sd 368 7Aa A55 372 ]bi. 244 456 70.0 7d9 2L7 458 157 356 J c Q r 7s In 842 L0.5 57A M1 67A 435 6L0 077 44,9 435 40A 556 40.1 435 4<7 360 35.7 {35 i09 355, aLt <05 M.1 a5S 26d 43f SL4 244 a.0 433 7].6 KS 20.i 4Z5 722 740 r r. COh 45,8 737 4a.1 SDO 24.a 327 26A zm 20A 337 21.6 280 w.1 337 26A 27d •.v 227 25.7 371 ZDA ZSI 27.7 259 17.4 827 21.0 082 14A S27 SDA 2ba Z 2q N Orl DOIn 11,6 2af 36A 267 28.7 76T Z➢.a 782 &d Zd7 28.0 2M 21.1 Z67 Z3.1 2A( 7Ri Z07 20A 740 t72 7A t¢A 737 14A 267 18A ZTL t;yZgO bO 1065, 7A.2 a7 uX I.dd_ 20,2 ^.X! a➢,a tmi S7a 227 75.v I0a 141 727 20A 1¢5 X,nS ittld 2Ta 215 2W 194 I&C 215 18.1 Ief SSA 21B 46d fae' - W N N x 7201n 179 to 1T.9 187 F' TABLE3B R1a ANCHOR CAPACITY ADJU57MENTFORMuL4 I a x z Ah=Ca aol Tatle SvO:yalC. Z72(3as2a 35aCCa0, dI HakDAU 5¢aatMu I'TiYOM Akfel Pp-)X/AN MUCHORC,r•P.,,..,,�I�ANC13ORCAP.„, 5'iC I7w U4•ss 1;o.sne'0200 114,ss vlo BID 61101 da]s1m1 0%441 d LLION j;p m0 CAP.,o,,,e S e.i AnchorCifP Patlama Amaa 2It9 8m10trte0e U4`Plm t:Dacen Uhmon S/m•ElOo tN,mcvn 114•pe0l00aem Awm30ty GClecoo k=.G*f Sataw(e5)90:ew(up SaeW¢si USE THIS FORMUtATO OBTAIN THE'ANCHOR EdWa(alaroeDel r 241 t• 2.11Y I 0.1t5 V 242 I 1• &16 1 2 3•119' 21 f a4a I D..W 0=v CAPACITY REQUIRED'CORRESPONDING TO AN mBNalmt vaT 14r I.WV lath• 1-1 2• 1.11c t-1/4- 1-vt• 1-vt• 4.114' sve 7 14/8' Iva' uatle: ACTUAL PRESSUREREOUR3EMENTFORTHE 2 Ar.Ips Q-ux W.0.0./Vs.o dxceselcup lT 3WTn swim i50 os aW lb- lbµ lm woin 26a Im as AL 740 as 3r4 ft 0ulm 640M S/1 PA Z.-G. 560U1 OPEMNG,WHEN IT IS LOWER THANTHE MULLION 4MCBW¢(r Li6't4aLCLC.151aadsN SafCIeaU IX➢lT•1a 20 tfiD mb taDms WA WA WA w SBO i>v taA WA WA NA WA 621N eesltr, 11Z0a>1 CAPACITY(FROMTHETABLq OF TFIE SaECTED tA,ww. r1Aao.c W2T AnDla(OPT/ff1C3T Ta01as Tmas esa2F sssala 1820lbn atoAlm 560lot IWA 7601M 74e13s Mo. laveta, MZrob 6151b, iim. �MULLION.ITWILLYIEAMINIMUMANCHOR 2AKaaa to OAS Bi✓I Q.G lUt0a,1ntD/25` am.6T0.41: wA WA 10A WA W WA r- WA A WA A WA WA WA not. CAPACITYWHICH MAY BE USED TO QUALIFY -_ -- --- _fArcM7/KCZblFh sf: 1a515t 1D5 m0 0261t. 4157m szmt flslos 14o I4 tTrw. 274 mr la715e ass lbl dra tm 170 tw 2211m 2mIW ADDITIONAL ANCHOR OPTIONS FROM THE _ 2ADta0.®t.9•MIn.O.CJ 1••CD0 fl0•Dt 2/OWs 250fie-'-ft[A-- A-- -. HtA 1➢O lm WA WA A WA WA 2417. An= 6m I8s ANcHOROAPACirYTABLE. NOTE FOR THE OFFSET CLIP,USETHE SAMEANCHOR PATTERN AND ANCHOR VALUES AS THLSTANDARD CLIP. -�------- CIRCLEDVALUESAREUSEDIN THE D(AMPCE ONSHEET 2d. -- --- --- - ---- --- -_ v mm(d7Tn6 wilft • IIoildingfndc G-4�1$ --- ----- F1G1AtEi: FIGURE2 TABLE NOTES: io- tion Dale 2-021 1jBEESHEETi FORWSTRUCTIONS ON USWGTHETABLES AND SHEET25 FORIDJFORMA710N ON LOADING,SEE SHEtIS 2•d FDA GENERAL iNSTALLA7lDN METHODS. et Ctotael LATIOK EN FlGUR=&' 3)MUWDNAN�MIR.LIONC�IPS OWN ARENOTT0504LEFORFJtAC'f lMFNSSON3o5t -SHEETS -- 2,Wa.37S' ` YCE OLESTO BEDRILLED W THE FIELD FOLLOWINGDIMENSIONALRESTRICTIONSSHOWN ON8HWm21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLELOCATIOHS. FIa GG70SANGLE CLIP MUST BE USED IN PAIRS, 4)SUDsMYES:CONCRETE SHALL CONFORM TO ACl 301 SPECIFICATIONS.HOLLOW ANO GROUT FILLED FIGURE-01 FIGURE 5: F7GURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO AST.C-0,WOOD SHALL BH PRESSURr-TREATED :'0 (,/,p��[ Q'- r,--ram- --�•-^-•7 YELLOWSOU7HERNP1NEWVANSGOFO.55.ALUMWUMSHALLBES063•TSAWB15AMINIMUMOF.125' %1a'•• ft� c� 1I 1I 1 11 II e®1 T ASr.j2"THICXDSTOBEALANCH RSINTOMETALS SHALL EXTEND NDATLEST3S RJEWT REtLTQ DSBE ON 1,X275"X,375-MULUON 'U'O ' A T 11�� ® II'I (III ` f1 fl I LEAST.t25"THICKANDA36.AU:ANCHORS2N70METALSHAI.LEXTI?NDATLEAST35cREW7HRfa10sBEYOAT ® THE MA.TER{AL.,110&%12 ANCHORS INTO WOOD MAYBE STEEL,IS-6 S.S.OR 410 S.S. P.E. Ft.F� Y 58705 BLE 4A off+ A M MT-CD sa Table 11baY191 Opa1:InoWidthOorwrgcIhraP rcrltmmons)orOpaningH➢)9 III(for rcf=dtaa}spartIng1TLM=) d0•'� Selo so in loin wil Vote . 1[O1. 1201n tiON 1301n L4 Aid ix276X R-ung", R;m-v, ReddOdar 7.01bn0- FaWsaar 71apmno- Rncurtaft Th9rdarg. Be�lenquy RaNTlan9. Rneiwwu 7mp7riag. Aeafenylw T140142mi., R4dae70br vap* .,c. Rod-VA Ttap7Tdcnp. laadm0 L.Ov Lam"P LOa¢a9 LmBrp Lena Wadm L-ft Le bm UAW LvdnO boded laadm9 lwdno Im*Q Lwdn9 Landes EA.&V 65DPAIm. x a a ,� '�.. 'Sc x,_ r a_ ,;^ �5.. ' r ;a• z~ r r a p• a S ,. r a u 1 Tube •s u � g v X a� c �... v �... .. ,. 3 gg a � TdutP9n >. 8 IL g y . 4 �• 2. S .6 1� c&i:. �• �t� u Fiv o u" u �, d , sz >XXz� €� )s� fi'g�3 �� g s � �� q� 5kr� �p "•� �� if�� F �� L� @sy �x �� `�' s3 �e•$5�• ''� b 3� ��9• rn �me� w id¢ 've a6m drat � za3 ii a: ec sa. d d` i i 1a $ m..ce 42h 1740 620 I= rag 17a.0 744 17U C3 %0 ➢ea T70.0 $00 170.01 Oat I IM.0 fife i7UA 1116 T7W 121 170A 1240 17¢D 621 IlaO l49a 170.0 MI i i1.b.T tom M.0 521 Iwt 1e26 17aa mt -j {601 170.0 705 i70.0 S24 17M a50 117Po Sao 170.9 Oaf 1174.01 MM 170.0 Y137 170.0 6P1 170.0 WS VU 677 17UA 1411 SX0 980 1141.7 14TT I70.0 830' 1213 1417 I= Sm 1= U17 17U I L¢D Z 50.676N ST0.0 747 170,0 SaU tt4.0 6P0 170A 0a1 !7¢0 tua 170A Eal 176A 1195 f70.0 727 l02A t268 170,0 7A 740.5 S7A0 170A T➢d t21.0 1256 17LQ T53 104.5 1209 770.0 7W ➢1.[ 120d rgoA 7ae O c O co -LI, 170.0 7P7 170A 612 170.1 95a 17D.0 I a(Y Ilop tf16 170.01 754 1507 1130 17¢6 6N 133.9 III= 170,1) MT 120.5 4710 1T0.0 M Uc5 lIDO V0.0 Oat 6a.t 1130 17a.0 0E1 752 I= 17a.01 68t TO I- 60N fl0,0 bey tT0,0 701 i4e.5 915 19U 781 12S.S1 915 1445 I 746 100,0 D(S 132,0 TUT D7,8 916 770.0 726 67.9 73 i19.1 T20 702 01E 114.4 711 92D 915 it" M a4A P16 N4,4 7%S }_•. a1N LSfd D501151,91 710 = M 11L9 aw 10a5 030 =21 6a1 N.9 a3o 717.2 670 wA 43D 104.E = 7a,c a29 TVA Qs 80,3 we P4,5 BIB; Sit no. 94,1 a40 47.4 am 1K.1 Oi9 dY to J 7a a61m i3Li TPT 1140.01 250 110A 71T ita8 a08 9-u 7ST Ics.P j 824 026 I 7M 901 1 a14 70A 7ST MI ON e6D 137 542 O0a 55.0 7A 7P.0 5d, 472 737 762 $0 41-1 757 71.2 MI Z -y c s TLN 10t7 OS! 100A SSZ 8[,0 a36 PtA Sb 727 e00 a0.1 620 820 818 721 32t KS 93a 00i 514 -Me 816 a19 608 424 6N 572 M) a47 &M SVI 497 31X = $•2 18T = �L� 761n ae,S 671 90A 428 TLI $71 7aA ffia 6 I.- I <QA 47P SC1 VI 80A 471 40,0 S71 55.5 04 4S2 671 6LA 4W WA 071 4A 451 OOA 671 44.9 447 27.0 m 443 M6 < = r � 781. E0A 512 ea.i 474 6U M 70A 4a5 S7.1 627 45a W 542 64.7 440 44.4 U2 $1.0 442 4¢0 U2 47,5 i37 %IS $41 CC 429 28.6 6R 40,6 42$ 2LO 642 4113 421 t- 'a N o Do a7 4.1 40T S11 0a1 40A 4w 4j4 355 3727 39A MP 3'LS 407 33.3 343 239 -M.. 02,t 302 2" t07 '2P,8 r>1 •�-407 2d,7 SZT 16.6 Oar 2Lt a22 f6.3 4D7 20A 31➢ 0 C p6 in 42A 358 4/.f 720 JS.H 34 572 3t4 7R7e a24 300 29,6 356 2a8 304 27,0 35e 25.1 300 2L5 >Sa 24a 28a 17.D SSd 2fA 2aD 16A 0Ar 102 284 toe la 3U1 183 WS 155 2$.1 251 2S.9 251 2L57 22,b 247 16.E 261 TU 2A4 1A7 283 ta.0 wo Im 7m 1" 237 xIII In 97A 267 25,2 242 23.1 29T =6 020 50.97 20,6 VS !73 W87 IAZ 23i 154 26T 16S R7B T N = ` I.t, 220 222 2W 2DB taA 222 16a 205 157 220 tat 202 W 4 X ¢ O TAHLEd6 ANCHORCAPACRYA=S LMrFORmuLA: O N Anchor MBItaOtV Table b3 rANCHOR CAP„•,,,,,,1 SOLatL•e:a: 2ak0mncem aakco6a ikcoCa4u flOcda4U PTNdq12*s1,w6Aj2si's Nwal (DP.)X` LLISi18.91naffP 358)00 Slit FloO ursse. P10s12x1 1281ndAr;m4=CDpP2lteRs ArettO.7ypG YtClEhatAten4n vr9kaWltOcm t90aaot 3RYEIaet80x6n tl{'i:U0t10twm A0➢ioGbw INmam AM+V=W S.adt05) awtW) USETHISFORMULATOOBTAINTHE ANCHOR r 2-!rr r 7-!m 3•rra• 1• a4W r 2-ur T Sara• r e.a• aa4• CAPACITY REQUIRED'CORRESPONDING TO AN b mt Ortt 57M im<• 43rr tv4• 2' s-vr s-vr 1•vr 1-v4' w4• 1-vr 2• Leta• tedna ACTUAL PRESSURE REQUIREMENT FORTT4E 2Mandc64.T5'htle.0.ar51aa0uaerohd CY10077.11: atGlw wob. esD 9e sea an te44 is era m7 aaa Dn zmm 740ma 4ix Wl MM xf ma 660as OPENING,WHEN IT IS IDWER THAN THE MULLION 4mW 700 Do WA wA wn NA =0 W3 wA wA n Rn4 ee216. 11271W CAPACt7Y(3ROM THETABLE)OFTHESELEC7ED 2F_Te9= T80V- R6 Wv ISaO rox tam lee S<ob, wot" t➢A 754w 749lu sw1ba tognei da2lbs 112aD7 MUIiION.I�WfLLYIELD AMINAIUMANCHORwA wA -taA--11 -BA__FA wA KA A IeA WA WA Rw7t5m= CAPACI YWHICHMAYBEUSEDTOQUALIFY IAA-WIFC90 Ift7.SE Mike IOU- 2211ht I5 a22)Od 135 rw 14a 1M 171 Di 37aau--1577De--a12 A:_ RO Ds 170 290 Os ADDTTIONALANCHOR OPTIONS PROM THE IUA wA WA 190W WA AJA wA WA w D411at 56010.1--- ANCHOR CAP&gjD ABLE. NOTE.•FORTHEoF•SSYCUP.USETHESAMSANCHORPATTERNANDANCHORVALt1ESASTHESfANDARDCIIP. �CIRCLED VALUES ARE USETIN THE EXAMPLEON$MEET24. `-I PRODUCFREv1sSD__ _ ___ _____ - - -_ - as ceFtplyie6lvT}h 15e AMi�r But FIGURE t: FIGURE?; 7AB1.EN07 r'S: Acm -`•I 1,000' �-- Pxpt='m7 mD w f2Pa1 14, 1)S.SHL'ETI FOR INSTRUCTIONS ON USINGTHETABLESAND SHEET25 FOR INFORMATION ON LOADING, pin IIy SEESHBETS 2.4 FOR GENERAL INSTALLATION METHODS. -- - -- 2)UNEARINTERPOSATIONBETWMMULLLFNGTHSANDIOROPENING.WI6THSISALL.OWABLE M 11 ; i 717r FIGURES, 3)MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE.FOX EXACTDIMENSIONS,SEE SHEETS 21-23. TFIELDHOLESTO SE DRILLED IN THE FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETb 21-23. ---- --- FIGURES SHOW SUGG^STED,APPROXIMATE HOLE LOCATIONS. - No.GIITOB , ANGLE CLIP MUST BE USED IN PAIRS. 41 SUBSTRATES.,CISNCRETESHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUP F0.1.L53 .��/7---- CONCRETE BLOCK UNIT(CMII)SHALL CONFORM TO ASTM G30.WOOD SHALL BEFRESSURE•TRE4TEO ='D'•�� 0 � FIGURE4: FIGURE6: FIGURES YELLOW SOUTHERN PiNEWITKAN SO OP 0.55.ALUMINUM SHALL 13E W 3.75 AND BE AMINTMUM OF.12S '� S7AT•tlP <I/� 7HIM STEEL STUDS TO SEA MINIMUM GRADE 33 AND.045-THICX(is SAUr,4 STRUCTLIRAL STEELTO BE AT `•�(� ,;�LOR10h,:�j�� EdS MAY BE STEEL,IM S. LFAST.1W THICKAND A36.ALL ANCHORS INTO METAL SHALL SMOATLEAST3 SCREW THREADS BEYOND i'X2.T5'X.o$VMULUON THE MATERIAL i Y.10 Sd112 ANCHORS INTO WORD SOR 470 5.3. r�Ss J l 1111 m ,4 A LYNN MILLERMILLER.PEP FL P.E.0 58705 J 4 •. TABLE SA MQIIDIIC 7ulala sN!° ��X S opaningV�ldth(fOnerllcDltl.,�ParNOgmdAar�)oroCnntepffslabt(hrharirnMe4¢sPacritg mrlDore} ' �x0.r sole 601a 701n 5aIn Dora Rak lab SIGN Rvclu60ly 7rr{lfMnA, RDCmAOd➢f -DKaam R w T-,M-m. Reotenpmar m-wnsnp, RJuloapular TapRl lm RoeNnowu TotrNmw. FucIGlpr9r Twp/Blmq, Ravwie+iv� TroyrAmy. RaallDpaL'sT T/Wfdrlti 4� i'•x312B'X leedra laJdnv L..I u Laadoc Laednv todn7 Lavdnp 1.6raP Mare loadnp tmdov Laft leafing Lacdnp; Laadnp l/48f0 Lavin L=fw g'Y vi 60D•AlQIn 2 .. �'• '•.. '>' a r z• r a z• p Z• 2+ n 2s1 a ,S a d Tube Mau li a e 3 xt g v v y tJ . Y ' •- �a a t a e $ � t �$ ' � F� N { 21.6. co s 8z soc Sm =�$ a s �a xm a� $� $z $c s 2a � m �� $� a dl '� $ is 4i 42I 1T0.0 H2O R0.9 q5 170A 74J n0A +7D t70A 506 17a0 dDa Ins H92 170A siD 17a0 1i18 1roD 521 Tro.D 1v4v n0.o S2f 170A 1{D4 S7o,0 SZf 17oA DJs 770A 521 tsu SDCC f/DA SZI {SN 170.0 Tw 17DA 524 n4A mo 17D.5 554 naD 2bt STaD mD t70.0 1137 nao D61 t70D uIs t7aa Drr t7a0 un 17D.D eao 1sY.'7 1s7r 1Yae tea t3s1 1377 uaa Sao lfaz 157r 17a0 550 a s: w m=w 170.9 747 17aA 383 1no SOS 17a0 SR 170A IVA 17a0 ®J4 fNA 1195 1Ta0 72] n0.0 1345 170.0 Ya7 n0.0 t49t f7aD 760 t4i] 14D6 170.0 76S 1215 149D t70.0 758 1CD.1 5/95 ('!0.0 756 11J O Si lv 170D T1q 17aD nt2 170A D50 1740 a91 570.0 t11D 170.0 754 170,D 727d llaD e45 te41 1102 [70.a 857' 1485 1401 170.0 a50 Tlid 140t 'fT0.0 L41 iDaA 1407 770,D e0! ¢1,+ t{DI n0.0 eat m }' M aDN t70A SSS 17a0 701 170.0 IDS 707 1S5,9 1153 17D.0 M 10a.7 I15a taTo 25 11S3 15a6 DT7 11.11 1155 910 .3 720 11 .5 gd 00.4 112 6 90S F•- J lale S74D 990 17R0 7K 142,5 SOfg 170A D50 mo loa Isu S00 110.5 la{9 141.7 S4e iDeS I= I= mD 9$0 1049 22id BID 7RD tD49 11D3 820 D5.9 f0i9 lfD.O e1D 5II.0 5049 lSa9 HfD � N � �k 1DDD 935 17DA 709 SvaD a53 1SSA au 11o.1 *�r-' 16i.2 t% 12L4 776 92S 21S H2.5 765 511 p55 ttR4 T5/ 59.6 lL55 99.D 740 59A Day 9S7 748 S21 956 9a7 74D Z j 72N 12D5 SW S3a.9 597.1D7A L15 7140 667 9Se 3 m.9 HP3 912 SSDg7Y.o 7 tea 721 74L5 SOS 'dOJ' 721 7Rf SW SCS• 722 03A 'STi C: 721 59+ 6a9 300 T21 5R8 504 341 721 501 WS 2 722 621 04 713A 97 SS.t 884 D4F 36 dOS $9 SB9 i6t 42.1 85f dl.i 5;1 7&t 5a1 51.3 57P 010 064 50.0 d74 S ". , 41.1 574 44,5 403 3tlS Sti 40,6 {2T 02P 6f{ 37A' 421 27F dt< SSA Ott 233 514 7R4 <OS 20,D dN �A 4W Q ID Z m O W h S{2 4S2 0.7 404 412 452 47.0 390 3S,7 452 1 i0.9 319 133.v +32 'A 354 301 452 y29 376 9.1 452 OD,7 373 22A 4d2 21.A 756 10.4 452 Z4.2 J59 10,8 {62 22A 353 (n x 1 396.1 337 SS.D 390 222 03D 3D1 H 10A 269 1D.3 = 7 C N 10In 01 2A 39 2 D] 37 2 37 32 005 21.1 ZA 3 32a 2817 13 D30 m 20 7. s Z1Df 21d.4 tag 249 t3H =9 14S 245 11.0 212 PL5 24D 9.0 ZG (i.4 M5 B7 L S0.2 2D1 OS cpN s*y- �j X TABLE SB ANCHOR CAPACITYADJUSTMENT FOR.ISULJL• y� Ancttlrca Tmta IpD (ANCHOR CAP Q FIL' 51lmnatm xlDcrraba DaneD,a NmarW reeaclta prwom >Aaa CDFo•)X� )=ANCFiORCAP.o. 8^ �`''� 916•acD 1N'ss EIDD N1S l-NA Y4`s9 Dw 9109rd ,gt2stmt Y1251xf MULLION CAP.,,•,,,,,,, AnehorClip Potmmr. xxna�typa ahCacD llteerm 11<•EkO Uammn man ai6'pee USram 11p�noUrtracm U=m Ao.=•sua,(rs S.rn,0* sercw tC) USETHIS FORMULA 7D OBTAIN THE•ANCHOR t1a0a DC,•L1rcv 00 11 24z avr 3.t1D• t• 2.v1• r 1 2.UT r 3zttr 7 1 cow Os24• CAPACITY REQUIRED'CORRESPONDING TO AN e vneannt<Omp 1aa• 11'4• I-W 1.Y4• 2• 1-v4• t-vJ• 1a:4• hirr 1a14• t-ife r tare• tam .aia ACTUALPRPSSUREREQULREMENTPORTHE 2 nnalms&4a aaR7SlYaa'a aaSe117p�iD iL Da1tn aD3fm calm mm 1"41Ds 2MISc emus n 74ojm a4 ros aD4ls sNsm 341 rx 4-= sa aY OPi3•IING.WHEN IT IS LOWERTHAN THE MULLION 4arvMr5G1.IS'Siri.O-rSITmW(rfA`.cl CA It14 48r Im 7mlm NIA NSA Nn wA =i NA WA wn wA wA I8J1m assn Hans CAPACITY(FROM THETABLF70F;HE SELECTED 4 ASDMr. sl4td 0.6f(a2z5Ar01eC11051IF") 7201Dt 76a9s &U ws 15mr4 70xm S4Dln 01% Rm 3m Im 7aa Nr Hm IDa 1592DJ H82 s- tIKEa 11A Cs MULMON.I'CWIlL YIELD A MINIMUM ANCHOR DArrIDneDAi•NaI.0.2rtucrp,Ie10 12Y as 4z w& NrA wA WA KfA w WA NIA Net Nw IvA IDA IUA WA tam lm CAPACITY VI'HIOH MAY BE USED TO QUAIFY -- - taminnl�clw a61_ta1Aa 125Im tam 44 1Ps 522m 41stDs 1471= s77tos aTOI:D taps =0$ 47DIm 17DIm 27a2D emus ADDITIONAL ANCHOR OPTIONS FROMTHE 2 aletsc: 117 fan OAVFC4ID v.bT. D40 iss 1lSAa: Np WA_ -wA--NA--1t0rm- Nra---NM NIA WA j M 3421m 4A21m 55Dfm ANCHOR CAPACTTYTABLE. NOTE:FORTHE OFFSET CLIP,USETHE SAME ANCHORPATT ERN AND ANCHOR VALLt[ ASTHES7ANDARDCUP. '--- _PRODUOT'RLVI.D as eattt7rlp". 1v fharlmidle-- -- - -- -- M.000'-N BuldiggCodn FIGUREI: FIGURE2 'TABLEN07ES ActXpl�D, 16-1>Mobs /n01on Date 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING T HETASLES AND SHEET 26 FOR TNFORMATION ON LOADING. By @� BAP SEE SHEETS 2-4 FOR GENERAL INSTALLATION ML-THOD& S,{i DcIwprpOuCL -- --------- --Z)LINEARINTS1POLATIONBETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS ISALLOWASLE _ 3.t2S• FIGURE a' 3)MULUONANDMULUON CHIPS SHOWN ARE NOTTO SCALE.FOR EXAC:TDIt.1IIJSiONS•SEBSHEE7S21.23.---- -- _ - ---- ��•'<�:=tyCENSF•'••F'P i__ __ _ ___ ® HOLES TO BB DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 2123 '•,14 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, `•7:% N0,56705 ANGLE CLIP MUST SE USED IN PAIRS. 4)SUBSTRATES-CONCRETE SHALL CONFORM 70 ACl 301 SPECiF MMONS.HOLLOW AND GROUT-FILLED •�0" Q. CY CONCRETE BLOCK TWIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALLBE PRESSI.M-TREATED, ••-C• Il�, $ l7 LU` FIGURE4: FIGURES: FIGlJR5£ YET.LOW SOUTHERN.PIN E WITH ATiSGOFBSSALUMiNUM SHALL BE60G3•TS'ANpBEAM1NIMUM OF.125'TTcK STEEL STUDS TBEAM1MGRADE3AND.04THICK(iaIIGA 1•X3.f2CX5MUL110NS . (•VFMULLION) %'�Q�/•T• SfrLHtSf.i?5`THICKANDA36.ALLANCHORSINiOMETALSHALLEXTEhIATLE5735CRWTHREADSBEYOND 1A�O STHEMATFRIAL#10k#12ANCHORSINTOWOODMAYSESTEEL,IS.BSS.OR1410SS. RA1D,,?C•�r1�'G.�•am�•�CL.`` I . -=--• A,LYNI�I1tMiLLER,P.E. • FL P.E#5B705 aLE:sA .�a"•.. IJSuDloaOo's)tyTa'OmIm51R3) Op WLt1D1.(tOTtm111edydpNWrg.rtY�l➢f1s}oropenhIn Hat; ht(fOt}aQmate4yaPaMOg 77tiillOnsy .64In 60In TON 'Corn D➢h4 1T0in 12Dh 1101a 16D to gW$ Reets00�4V ,Tnp[Dla,O. ((eildnPOnF TreyIXcn0. lec T(ydiBanO•' Rde(aDOgr rmpvwl& ,R4xN0007rr Tmp9jea9. Aa?mrg,am TMXT&iD- Rbdldn➢alDr T"f mv. Rdtwou T 'ra1r4tBsnow Fka7en00dr. Trapti6Do. 0- 12b ladd no Igtl3n0 (CddAO. lmdna. )ba41n0 e0. � 7 fat as 7a>7 nD bcdip 143dn0 lmdh9 IOedno LCOd a 4mdn9 LdYd 0 tmde0 (Aadaa p^ IAt0.7Utiu•..� ;: d�- .. €• �... ra.. �' €., ;r t ''�' '' ., •� $.. ,. r ii'tt o� M9DIDn. tix:i• ;1 s8 a: .fi 7 .x ^.� �� :� s al Ig17 �� s@ 7I s 4n _�•- "tr to ,42N 170.➢,ClO 1Ta0. 405 17a0 7R 5140 f7d 170.6•;dW 17a0 60a 17a➢. M. 170.D 610 17Do 1118 17PA >Q1. 1704 w9 InaBtt tro,a14an 1roP MI145A 1409 170.0 .521. ,t27A11a1..TT0A E21 'Aaln nao 'T06 VOID 87A t70.0, ISO 1176,9;1w iroA 'B01 .174A 030 110.13'1133 170.0 17a0 1i15 i70.0 QW 1533 1.'730a mo 650 Im.2 I ISa3 17ao•a00 111.7. I= 170,0 AM X72 -1301 170A 660. _ 2 wm7n 170,51.747 t7ob = r=,tt70;1129.151 031 i A:1010 1=0 aM .70.0•1105 1=0 t23 tsB;t =5 frU 747 .140.01 IM5 1170.0 7W 117.11 I=I 17a0 755 100A I= 170.0 760 B7.9 I= 17U 768 co moo' Nh. VO.O 7D7 T7?.D 012' VCA VA'l 170.0 1•001 17a0 111141 t7➢.b 754 164:4 IUB Ina 007:1372 116E 170.0 037 tub 1160 ITaa Do- ID7A 116a VQX 8W 8.7.2- 116E 170.0 Bet 772 7156 11742 'N,t m p do tn. oro.9 ads• T1oo 7Dt ies7. 10R,'17a0 110 .14231 10t2 I T014 m2 125.1 1042't40.7 ➢YII I 1t12 Wd 1302 1'581 $00.0 1M2 1=2 7311 '03,4 104% 12a1 7a2 mis ma 1?A1 7a2 aw 1oCt I 125,1 ,7o =3 1p1n '770.0 a30.. iTdo TO 1512-•,202 '143A, BID 4294;.D74 1443 70D SYPA aft 7Mi6, 90L i➢U 992 12(a4 760 007 202 1/4A 75D 75A o02 1DBA 745� G1.8 ,902. 14.0 744; Sal 822 -100 .74.4 � i1 .� 65m {�4 lx7 170.a .780 Y3Tb:M7 1440 TQe.;t IMA 047 117.7•= NU 947- 10a7 73B o27 sA7 1t772.�727'��96,1i '9(7 1£1 T3 i 6£1 94.7 •4!A 711 .617 047 M.0 •7t1 � f0 e � 'c T4N IM3A 1 MD.1 142J 737 1132 ➢10. 13S,d D7O .64E 'IM, 700 -aIIA BID SBA.•-ex 765, 847 .0A7 SW 07,0 ea •a27 675 ma 0t0 T4Y MO I-0A• 040• 7X9 6% 4%5 '1149 72A. 651 9 Tibr .1165 V2 1120.1 .665 rb83, 72 102:0;.B,' 025 ?a2 '001. 640.. 7L2 6a4 576 "2 T42 742. := 6z8 742 602 513. 40A 382 Bu 502:.41.3-1 7A, 592 $97 41 1 7a2. .5D,i us .. 70 10A0' T24 1t1.4.,P4 Q9.0' 7N ,340 - 0000 7rA' TLA a9D 30A 724 Bast, E51 '67A U4 'Ba4 643 44.5 724 67.3 Mi 302 724 544 a%4� 724 =5 Ws: Oo In WA •64a 71b: 4C3: Bd:➢, 941' 80.7, 474 AU 843 '= 'M 4U Su 41.1 454 XT E43 42.6 4M '34& 8Q 3B'.5 40 27.0 0A 3(9 476; 21,a •S(3 SZt '{PO 2l.T 3'43' 0a7, 426 Z Q N O T0N• 'Sr3 4Id ia.a 4Z7• AT.II ''1tTL d9,7 41q 4P.7 47a 472 411' a£e 470 -s0,6 410 71A tYB 54:8 400 2a7 476 520 305 T.]A 478 271. 350, 204 47e 2SA 3ra 17.9 CS 242 S70 'r imin• �0,3 777 •<1.5. .041 RE J77 34d3P5: 25A 377 30,0 '370 2S2 ,727 29A 326 22/' 3773kD o2I ,20./ 377 2L0 317 10A 777 10,0 a10 74J1 37/ 1T,1 364 Cl1 r� J('Im :3F1; 35! 37A M 30A .357 >72 31@, 2Q5• 357. 2TA 313 232 367 =G4 300 2a6 '39 30 w w w 2a1 =I 16A 357 VA =92r4' 214 706. 2L7 270 4A3 3D5• 4D2 2t7 1a3 300 17a, 2R XKlrs IZa 212 :fl2 ;1D➢ ➢ Q 'TABLE GB' eh Ca I a D b ANCHOR C,CPACITY AD:IUSTMENT FORMULA.- Z E 0 TA ANCHOR-CAP,,_ Sa .27atADdR10 3.axc+i awarce4v ca CM prweoa• Mmw (1)p-1).( )aAN CHOFt CAP.,,.. z 6`um 114,ss MIA Ma'U= Y14•aS 13-0 o10 sma( 912s(xl 1112J(crt MULLION'CAP.;,." •A3cfi0rTly& a110'87:aU10Ddm tx•[k9 vltdeni- 91C'ticOUlam4x,• tIPEkD t11y1m •AODmac(w lmracDll Ao0r40Mo1.Scme(a5)Semr= Edm I651 USE-MSF.ORMULATO,OBT NTHE'ANCHOR ArtekorcUgPDtt➢ras tn4o� A1,, Ed940ctelliotAk. 1' 2.1G V. 2•V2• '3•V6' 1• 2-vr 1' 2-w 2• 3.11T T a4P iaM• .0.324- CAPACITY REOUIREO'coRRESPoNDD1G7o'AN •EmneOnrxaanr.1ac4• 1,1re ra14• 1.Y4' r f•Trc 1.vr t•rx• 3•ve. fax' Farr r wr .t1w ,a&- ACTUAL PMSURERMUIREMENT•FORTHE• 2Mt1'aa '17b'MOCO.C,rcicrda0cn0371OU.(Fp.talk a9DIW 3WJbd 430¢+a 800m1! S&ilbs 90 7601ac 354Ybs 746I80 771Itd, 664D11 M6h0 541Btt 4422, 58II1a3_. OPENING,WHENITIS,l:OWBRTHAIWTHEMV(b10N _ ___.{.A,uha3Q2asM1a.O.aT3fu�asd(ao7.c0cr° .:as 7404, •TO110 swim 1410D.° 9521w IVA alb. •wA -Bnolos MA bw1b. wA But-- .has-Inc I=ft CAPACnY(FROM THE TA8wOPTHESELm7m.- m.)bai I.IrNIn.'OAIS4.dad,(acoOx0�0?l0.tk--aeaars__4WPa WA NA WA . 7001h. WA wA wA WA WA 13 IW Vro>D( '2u➢ MULLION.ITWILLYIE.DA"iWMAMCHOR Axilaa aas.Mfn O,R RI a4u'r IFIO: •.700ms •70oa Ca0,0u 1W01W -ta0aR0--5401oa--50➢1A:_ WA '7rA Pn -TA-MP. wouo 189ztw m2 oa Msroa 1R3 ms .CA(?ACttYWHICH MAY BE USEDTO'OUAUFY BAMDaaaq 3'Mtrt 0.0.rr41c5An0+aGlacl ff V% dt7o lbs 11701b: 1=tr.•Z401b3 •20441W- MOM MOUm WA• 11401M 1122A0' -13201n:--2W4100_ _TD7216a_ 13A>W tMIU AbDSTfOr7A1.�ANCHOROPTIONSPROM-fHE 4Aaaheft 00Aa••a9D,.R4'r11 I 0�175'A3tm.am WA. , wA WA �WX WA :w .wA WA. HA RA WA 1101 mk 143D= --•ANCHOR CAPACT(Y•TAB}E___�`_ 2ARnDK®225. n,.O.OTF47JD.(BO.Ok '33D DR.• MSO.10T• 20000 7054W 4700a- .MA 2a= WA. 315M. X 4401h MA 341 V.- 442fa6. 56a on - PRCOUCCR6Y7$Ep_.___ SAasaOta. LtS)3o1..01 ff Y>Y 4601od 7a la:• :WA WA WA .WA otolta 1DA 1 MA NIA WA -1" a751X 712'DmD as4romyIyiu017i16.1heF7bridt___ _ - -- __ NOTE!FORTHEOFFSET CLIP,USE THE SAME ANCKORPAT7F�SN•A NO.ANCHORVALUESASTHESTANDARDCUP. 1mD. BpDdingCadc 1 f necepcaartilla-n2)S.433 s mhmlDal. 702[ TABLE NOTES: By EIGUREt: FIGURE2 - PIGU,RE.3: =FIGURES:._ FIGURE& FIGURE9: 1)_BEESNEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25•FORINFORMAT(ONbNCCADING:SE!E •° o a o o o• D o ° 0° •o 0 3I.1(:LTS 2+1 FOR GENERAL DdSTALLA-MON METHODS. _ _ __ c '• L�JLIL,J�° ,a o, o 0 0 �--•=1 0 0 L C1NEAR{NTERPO uC( 2j fA7(ON BERYEE31 MLil. E14G7H5 AND/OR OPQa1NGW1DTHH ISALLOWABLE. ';CE81s�''•.'F.Q 3)'MULL)ONANCMULUON CUPS SHOWN ARE MOTTO SCALE.FOR MOT DIMENSIONS;'SEE$HEETS 2123.HOLES 4:4JD'' "; Nb.50705 TO BEDRILLED iNTHEFIELO FOLLOWING DiMENSIONALRESYR)CT10NS SHOWN ON SHEETS21-�3,FIGU1{ESSHOW, - FIGURES: ,FIG17RE8: FIGURE7; SUGGESTED,APPROXIMATE HOLE LOCAMON9. o B. 4i o 4)SUSSTRATEStCONCRET,E SHALL CONFORM TO AC1301 SPECIFICATIONS;HOLLOW AND OROUTPrILLED j�;y-�T5.1 r (-f . a. ° 'a• o CONCE?E'[EBLACICUNR'(CMUj'SH?i1LCOHFbR7VP-TOASTMG90.W000SHALLBEPPPSSUREIREATED.YELLOW ,125 %'��C•,..pCCRIaP;:'(j � o a SOUTHERNPIP)EWITHANSGOF0.85:ALUMINUMSHALLBE6D63T5'4NDBEAMm11MUM'.OF.125-THICKST'EL �St .......... . MDS70I$B,•MINIMUM GRADE 33AND.04S`THICK(10 GAUGE,S7RUCTURAL:wEECTO SE'AT LEA4T.12S'THICK 'ANGLE CUP'(FIGURES;6u)MUST i ism:IN-FAIRS. AND A36ALLANCHORSINTO'METAL SHALL MMND'ATLEAST3SCREWTHREAOS BEYOND THE MATERIAI-Mo `X4'X.126t rrIf r�11�1) EEL,v12ANCHORS WTO WOOD MAYBE ST 18.8SS.OR 410 S.S.SS i . MULLION A.LYNN�ILLtR,P.E. r FLP.�fi8705 1 ABLE 7A $ Mutllon cvpae1fv Table e n Openlag X7dlh(f°rfi9rticaRY•SParr7lterindports) ponfnB Haight(for hortmrleDNSGernhrrntNofti . a0[n IIOh 70m coin PPW Ica In 720r3 1401, ISO In ?3?W'�.�J,o 1 X6 X 376 ° Tmp farAp. Rec1mW V Tlap Riaap, FsctanSuf,r T apf(deaa• Rsslenpyi 4apTTdaay RsclanpWf TRtrAreaO Rnaa 0elet Unprodena, Pcvltn0alar Ti0ozwm• Rsnw ade[ T,N,%tn0. Rig.nt7aar T°pM p. itljAYY� AIOm,7tlbp tasdaa taadap Le66n0 W°n0 LoaOinp Saadrtp laedha Uaslna LmdnO Laad6la •taarAp LO'hor !o"drn7 1Dednp Laae0lp [nndna LaaamQ Inedrp 9S 6"1•" -'.. £ .. 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M4 S1L6 60 74 742 pit 736 T72 aH 02! 7Z4841 07A i14 T]2 7f2 m.1 344 pSb 7@ aG0 bit a1.{ ea° 4SA a4 aA2 'Na 34.8 ell "A T 31e p44 A•7 9M Z M Q N O M61 60.1 71Y ¢td 60] 742 742 772 8R a3.E 742 87S 641 357 742 59.E 831 49.5 742 84.1 Dix �{.a 742 40.e 614 37.1 742 43.E .SW 31.0 742 aAE 600 27a 742 37.6 w ¢ z 10ptn 62b SBS 83.9 373 52,1 $as 53.9 fi21 44.7 6t8 ;6,6 513 3D.1 taE 4L4 D0.S SLa set 5T3 49e 31.3 aaG 342 492 25.t aaa Sal :tat = sae 2¢0 472 iQA 3a9 247 46E 111h 37A Sal 30.6 6rd 4¢0 S55 4II5 J9a /1,2 sss it➢ l67 3d0 555 S40 410 39 74,2 473 2$1 8SD 31a iaT 24A SSS 2T.1 451 208 wis 242 443 1¢0 555 274 442 K O Y 720In 46A 4T3 4d.4 in 3eA ;Td 79A 426 >?d 475 a17 420 25.5 473 29.p 41i 2s} 41S 7a,d 405 229 475 NA 404 IU 475 21.f 305 III} 47S f1t7 val 14} 476 173 u1 '�' D3 r0 1441t 2e.4 370 2a] 305 2xD a19 eat 401 t 9 330 19} Z9T 16d Me, 17.0 201 V K Q TABLE73 d � z Ahahor CDDXCItYlablo flbo ANCHOR CAPACiSY ADJU37MENT FORMULA: =0 A0 / ➢ a� svaaato xrAlwble Im cwn wwalu FOvd CMU P7WaM 14e16t (pp,,,)X`�CHOR G4P.,w 1,�ANCFSOR OAP,,,, S/ie`Aee vras Fxa 919•Hao vrss Taao Bs9 slbd =j&Ue1 ats 9md MULLION CAP. 1 Aar-OnIi O119'6Ta ft3tnrn sN•Eke ldl4oegl arya•Ecp uWea9n t1rEk9 UAieean (Gq t� �+M'tcs) USE THIS FORMULATO OBTAIN THE-ANCHOR AnAerCllpPAftema LIVEIC ADmar4eDr VamRa AWt9lSalat 1SIO socw Eeac Dalease m 1 2-Trr r 212• 34X 1- 2•vr 1 2nrr z a u r r ais I asi a.3I4• CAPACITY REQUIRED'CORRESPONDING TO AN eana°amt Al% tar+• 1.V4• t47r F tarn z sarr i•+U. I•IA• fI•u4• taro• talr 2• 1,i1C 149a' 9 ACTUAL PRESSURE REQUIREMENT FOR THE 2AnamRr04.T5`RID,9.a/at¢Iaetd9r0YD1I GrpDk,143r ]90iL• 390)AS 450 TJS GpO ma te44 me 210ta7 250IfF2U rm 7401D" 3742a M(h 94S IN 3419m 1 4421m DID 1u OPENING,WHEN IT IS LOWER THAN THE MULt4014 -- 4AwOrQ22SMLCeMJSvdasorobe9C0a6W.DY• 700M, 700PA Seen" 14101w SIB yea WA I ON WA MIN WA BOO1De WA ON= . =Iw It27rbs CAPACITY(FROM THE TABLE)OFTHE SELECTED - -eAraam�tl5'M�unarSlanawaiuoDaaecrrru.4% ON DU 14Wit. WA. WA WA A ia91m WA WA -WA WA WA 100si 5T70a9 alpma MULLION•)TWILLYIELDAMIPi1MUMANCHOR 4MtbMQ7Ke.0,0.! 2d Appie Cl l(Flo.6➢-7a0 tby--7e0 m"__gaD°4__15BQIY lam Ift n F a606n WA 700 DO 744lax eaa1m Ta92119 132TO Bes tm 112070a GAPACSTYWHICHMAYSEUSEDTO QUALIFY 4AMh-9Wf'4I O-Rr 2t3Anph 41»I 5F au t17D lee 1170{m tGam1 234010" 2a44Nf atI me a/aloe--wA--/t4aiDa-_7S22an__92 IU 2e3a U. -1. B's1b. 1eaD uo ADDITIONAL ANCHOR OPTIONS FROM THE 4Me-00,43•Lf"L aC IUM,Inla.i7S'AAmL(Nl•); wA wA WA WA WA MA WA WA WA wA wA wA wA---• ome--ANCHOR CAPAOTT:f_CABLE. 4Antatri Q2.2D'MIi O,Cl 5&v). SSO1M aE01Di i96an 703 m" 17Em3 WA Z801ba 713ID7 wA 410Ore i91A 34111w M2 ae DtA lba -_.PAW]ULTRL•V1$SD __-_____ (ADCaaa 407.15'MM ot; Q17 ff4r.91: 4wIbi Ds wA w tOA A 9aa1m wA WA wA wA 14fA ¢S21y- MS Oa 1120 as -_ ar cOmpfy�l9tlb AmFlaridt - -_ _ ____ ___ NOTE:F CHOR VALUES AS THE STANDARD CLIP. •--j T.062' �-••- -( 1.000' �•- Awcv�enpepy 16-m2),8.oj TA81 NOT'65t E irnlr Dam r�12.1 --'--FIGUREI: ---FIGURE2:-.-FIGURE 3: _FIGURE 4: FIGURE& FIGURE 2 1)SEESHEETt FOR iNSTRUCTTONS ON USING THETABLESANOSHEEY25 FOR INFORMATION BY ON LOADING.SEE SHEETS 2-4 FOR GENE-tTAL WsarALLAT70N METHODS- D`1';�si Doda?r° , 1111117 2)iiNEARIN7ERPO1A710NBEfWk�cNMUf11N6Ty1SANAlOROPENINGWID'fNSISALLOWABLE--_ _ ___ O�.(IYNN ° • ° a ° ° o v ° e 3)MULLION AND MULLION CLIPS SHOWN ARE N0T705CALE FOR bYAGT DIMENSIONS,SEE � Z+•:.•�u C`"'- -�-- - --. __ _ SHEETS 21•23.HOLESTO BE DRILLED iN THE FIELD POLLOWNG DIMENSIONAL RESTRICTIONS 4,000 �:• 4.ODP S'e .. SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROMMATEHOf.ELOCATIONS. N°.10701, FlOURES: FlGUE2E6: FiGUFtE7: 4)SUBSYRA'fES:CONCRETE SHALL CONFORM-To AC13015PECIFTCA710NS.HOLLOW NID _ �^�-��,,�_._ GROUT'-FILLF000NCRETE BLOCK UNIT(CMU)SHALLCANFORMTOASTM0.A0•WOOD SHALL BE ••"'•��)5`` 6 k� PRESSURE-TREATED YELLOW SOUTHM PME WITH Ali SG OF 0.55,ALUMJ14UM SHALL BE 7 AE 6063-78ANDBEAMINIMUM OF.125'THICK-STEELSTUDST5)BEAMNItMUMGRADES3AND.04S %UCH /10n10I, `~ THICK(I'GAUGE).STRUCTURALSTEEL TO BE AT LFASTA2-5TIMKANOASS.ALLANCHORS � 1 x4 X7f6 77S ��'cs5�nhlr�.� ANGLE CLIP(FIGURES Sb6)MUST BE US®RJ PAIRS. INTO METAL 514ALL EXTENOAT LIAST3SCREW TT7RFAl758EY0NO THE MATERIAL#10&e�12 f`Xd•X,aTS f T r ANCHORS INTO WOOD MAY BE STEEL,IN&S.OR 414 S.S. 'T•-4ULUON IAULLIOX A.L4lh1NIMILL'-`I�,P.E. FL P.E.#S0705 f >BLE BA a WWI=CaPuRy Tebre b 0 yR a eninglNtDm(ferea15m0Y4Parnlnptntdars arOPen(ngHelpht(tofhorimnlelyapanNt>amWonsl �3 Sob 6014 7010 601n 30in 7Do(n 12DN RNh+ga•'a+ Troelrae8p, FretnpiSr 71Dp711anD. R4amP5D7 Tmp7Mmp. 52aCcnpulN l7n}Yrdo,O� Redanpa5er Ttopfltlnnp, Rtzlanplw an8• RJc6e9ut6s TepTMOp.' f+nclanGa. Trvp w'q- R:&-Wbr T.zpTtlDnO. s.1 8, leaanD Lsodns Lm"oo L dn0 L.M.P tweap Lnnanp 1.Qg Load Lot01n0 Sa+6ap laft Laa to Lanm10 IZZR2 tbldnp L.00acp loaaap 2 4g g a Tuba Matt a n 9 a 1S 3 S az a a '1 a s a` �'., a $^ a ad a a. a d 3 a ab z7L Eta �= A� rg N� �� h. s e a� b 1 s� t €lia g a� r Si g S ;� sa m if Iz I Its I 1 � �$ 1 1 •, I 420) 17e0)620 1T0.0 Ay 174A 1 144 1 170A 479_ 170.0 =.I 170A I SM t70A ess 170.0 610 17aA Ilia IMO 521 17,1.0 1244 t70A SL %Y0.0 14Ea 170.0 621 1704D 173S 110.0 621 5S1,5 1769 170,0 SZf Irj 43 fA 170.01 7D3 1 17na 524 170.0_85U.I VU 64-570.: DU IM 630 $79.0 SM 17D.D 861 S70> 1276 170A 677 =,0 -1�.,;iZ,. Ise y ,fce 1&6, 1= W4 1=7 :SI6 17M WD 110,1 fb{3 47e6 ee0 ^t � 6e625 fn fmo 747 1 00.0 60 f70A I DPP 1 17U ns IM0 1048 170A I SM 177" 1fO9 l70,0 772 17U 1346 MA YAT 187A 14a 1T20 256 1392 14M 17o,0 7S6 1123 14W 170,0 764 1a4.4 1461 17e9 7W 6/N 170.01 787 1 tt0A aft 176,0 060 1 1700 I70,0 a I7ao76 0. 75 n t75 170.0 7 4S9 70.0a51 6 1T61TP 661 81,s vm m 5 M N p E71'1 1760 U5 17DA 7a( um 1ce3 Imp Ter is" Ilia 170,0 57a f39,0 1155 107.1 030 127A 116D IS61 DID 1112 113a 15MD 012 ea7 T10a 144.0 WS 724 115a 144J 005 e9.5 1158 194.3 tea f) to -yl Inv mo 1TD.0 746 ou 105E 110.0 350 5072 1051 W5.9 fly 720i 105f f42.0 945 1a,7 1051 =3 aW D41 lost law am mi IDSI Ims au a8.6 test ilm 8l1 eu0 ml 1t9.t a31 q� pW„ M r1Ism 957 1705 7B9 139.3 957 161.E SOS 1S9.i W 134.0 7DO 104,4 Dal 12U TR 822. SaT I= Tar ma, DA Lo55 Tat o9.4 w fmo 75C 5%7 957 Da.9 10 S22 857 OLS 143 � J� }• ¢m fw.7 804 1a52 Spa 107.1 504 1152 564 SL9 504 10t.3 671 BOA W4 VA 6a0 71A W4 att M W a04 7a0 sc 634 J04 723 S33 45A act Spa aw 407 J04 mm sw '� -j I 'Z n� 109.4 7a IVA Cm Sf2 772 97.2 S18 732 Y22 ea3 US SaA 722 75S 596 $0d '7222 70A SJa SW TA = 5M 45A 722 626 574 324 7Z4 ssi us 34.2 722 SU 664 � �° Jul 5101.2 Day 10M 8W MA 08S 803 6m 71A ohs 70.3 677 82.3 588 70.1 68a 682 WS 04,5 NO 60.5 905 Bat 556 422 003 54A ,SI3 =2 M 6y4 MT ate SOS Su M6 Su S15 S,0 AN s4S 515 41.3 449 41.1 %s bet 4(f 4t2 6f6 4.7 -u o6.a us {A8 QJ• a2A 51S 3YA 42Z a3 645 X4/ 413 Zia 05 Des 407 20.5 $16 29.1 404 in 362 404 ASA 453 47.1 :ZT Dab In 41,8 311 =2 453 'SSA us 202 45% 32A 37D 272 {A 30A 47L ZU 4S3 26..6 5&S 1n,4 4n NA 30a SLD {S3 no jai 3A 38A A13 311 3Sa 72d 311 272 353 20h 4% 2].J SSB Z 2 30a 2S2 26% ZL7 304 t9,1 D6a 2[UI -300 fs.0 056 lu Tl3 m o 111N 35.1 Dse s5.6 3SG 203 73d 301 JO! 25t SIB 26.5 287 22.D 330 W 283 1D.6 33a 20.0 ZB4 Mo D38 iki 293 v 17D Dt 27.8 ODD 263 184 232 200 SS8 950 1JA 4B0 SD,9 25a fYA 2n0 fat 757 1514 290 16+4 I44N 10.1 204 16.3 ISM d„T• �> O TABLE 89 °gg AltehorCe acI a to ibJ ANCHORCAPACIIYA0.fU57Mt.N7FORI.IU(A g s It ANCHOR • � � � `a L� - saeev4 2aJcwerae 3s>:cwe alerwu rtkacMD Frt7csl mad (DY )X( )eANCHORCAP.•„ � Ia,bw7ype MS'Vmtxcsol Va•sk.ux. A VifaScD 1016•E3mw=m 114'OPoU6raco3 l74'sst5ca913•ata 1r4•SS8ca ►mstetl Al2sud 1K461W MULLION CAP,,,,,,,,•, Am horCIlp PAltena uttmcm0 AgOZiWRT ll961a1 A�4Ea S4tnI(m)Sm (O5) acrw(M) Us--THIS FORMULATO OBTAIN THE'ANCHOR C9p4133tarceim t• our r avr 3•V5' r f atrt t• 2•VC r D.'m r 0Aa- o.S4- D4724- CAPACITY RECILIIRED'CORRESPONDINGTOAN F2ntca06sa iJtl' 13Y lscr ,Wr r t-vl• t-v/• .va• 4.1IP 1.1f4• 147P r !39• 1JI6• v&Lm ACTUAL PRESSURE REQUIREMEAI7 FOR THE z,nrnPnN47sr4noc.rsmrmvsorte5cu F7v, scans ]W1W arms Bo01z l6i40s -gonl 7Mlt wow 401ta atims 6%ms WSAM 441tas .442W4 =1'3 OPFNltm WHEN ITIS LOWER THAN THE MULUON _-- - 4Aan=01.15'DI7 O,C r olnanra W=91) 21 4m 10a 7m rm WA IVA RIA nrA =ADO NM WA WA WA WA 6521" Wla 1= CAPACITY(FROM THE TABLE)OF THESELECfED -4M1on 9 SFn.t7,li/. Z<5A k04l rMt5 7M Z. 70 DD 66D p15 ISO= Ints 54010s 067Pd NIA 75DIm Taa1m 4w= letafns m2ms :a6S0s 112D 1w MULUON.ITWILL YIELDA MINNUM ANCHOR 4Arcme®qu•HN.0.c1uG1D.0oo,128 A1tnt O'V•4F IVA --IVA--WA--WA.-__N1A WA WA NW WA WA WA MA NIA WA 1430fa CAPACITYWHICH MAY BE USED To QUAL1Ft lAtt1u4 6ip5[ 108 s95im 22SM 059. 12204 %13 fDs 140bt--1T7IDr--17aDa--'151m__3321m AMS 17a 6�1 122t as ma9a ADDfi10NALANCHOR OPTIONS FROM THE SAmcnas W4.1C MI¢O.GF{aD DYR by OfO ffE OS7IDi WA' WA eA WA 1DDRo VA WA WA WA WA 341 bs 442ras--5mm.--_ANCHOR CAPAOf,TYTABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES ASTHE STANDARD CUP. -- PRO7)VCi'86VISF71 is cemply".z lvllh13ePlodL.----- _ FIGURE is FIGURE22! Ilvlldms Code t6-62iS.03 TABLE NOTES: f--11S0'-•1 AcaDt. Dtt a10me 262! 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING 7HETA9LES AND SHEET 25 PC WFORMAT)ON DY l ON LOADING.SEE SHMT$2.4 FOR GENERAL INSTALLAT10T2 t4EMDs. Mimi do Trodcq Llllfllt 2)LIN:AR'IN'TERPO)ATLON BETWEEN MULL LENGT'HSAND/OR OPENWGWF SISALLOWAHLE. �� 1.(LYN' ij ..- .. ANGLE 3)Mrn:LION;ANDMUI:LIONCLIPSSNOWI4',..R{L'f4Q;j-CpSCALE;FO74D(AL7D1M?4SIaNS,SEE _--3.186• ---- _ --_--:��P2•t�:-�pcns�'• CUP MUST SHEETS 2123.HOLtS 70.B[5 DRILLEDIN T}iE.F1LXb FOLLOWP70 OIM[]491t]NAL RESiRICYIONS =yr:� - --- -______ ® ® BE USED SHOWN ON SHEETS21-2S.MURES SHOW SUG(3ESTm,APPROXiMATEHOLELOCATIONS. `.'7`';' bLa69705 IN PAIRS. 4)SUBSTRATES;CONCRETE SHALL CONFORM TO ACI301 SPWFICATIONS.HOLLOW AND - .,'' GROUT BLOCK UNIT =•0 P)'Fu FIGURE41 FIGURES: FiGURBB; BEPRE6SUR1rT12PATEDYELLOWSOUTHERNPINEWNHANSGOF0.65.ALUNUNUMSSALLBE =)� . g6363-TSAND BEAMINIMUM OF.12E'THICK STEELSTUDSTOBEAMIN)MUM GRADE34 AND • a3 04S'THICK(18GAUGE).STRUCTURAL STEELTOBEATLEAS7.12STHICKANDASB.ALL 125'7C3.S89•X2S5'MULUCN 'i'r�(S FLORID)` 'a(j�`� ® ANCHORS)NTO METAL SHALL EXTEND ATLMT3 SCREW THREkDS BEYONDTHEMATF_RLAL 4IV4'VPMULUOI.O rsS• '•�•••\ �� #108412 ANCHORS INTO WOOD MAYBE STEML 18.8 SS.OR4SO S.S. ® 111i�V�,'�'� ® A.&(Kf N 11 P.E FL P.E.#$6705 1BLE SA McfAlaa Capaoi(YTsLln Bba(tPY A OponlnII W+dB+OorVertlenpfr-[paM]tO raAIIotn)cc0pcn1nO Hasphl(mr11at1xmtmDyapeuiltg mtifotn) � SOEftall, MIT AD 1. Smu 420E 710N twhO 1E1e92d Tnp7Tr4p'Td9ap, fOcWyBly TnyMan9• WeupP�l.r kL.&M RsstmP1 Tt1p&oy RL drgr T>np'IM1 nB RatanW4r TnMdf4 RLod(*u Tsvinen0- 41 Lt L.Ift Lm91M1a Lotd9P Icbelg Lludrgtnae00lnd02 La4lo0 lerq Imfnp La61pQ tb56na la,dnp t6ne .'t $ 8:2F- 471n 1TOA 970 f79A '276 T= Tor I= 4r6 n"I aea 17PA) Saa I M0 01 117MO 512 173.01 lily 17AO Li =7 I ilia 174A fie I2TX IT(e)174.0 Ql lc== ilia 170.9 s2f tL(D I ilia Rau 32, _0 N !fN 57a,0 1Da f7DA 53! /70A aS0 fY9p Se+ tOTl a7a 17241 DID I 144-7 079 1 i0A Sal =.41 vs, Imc,IaR 4t7.3 9Ta 770A r4D 97,D 97d t70A 4Da e1,[ 91a .CRA 000 713 me 4710 DDP J J SO,RSIn 174A 7r7 170A 64S 17¢0 tl6 LY9A 611 IMT D4 1W 1 Lao JIS1.0 97T 1305 708 t172 227 IMI a19 141- 8Zt SwA 09a a7.9 aT7 faa.7 9J5 73A 97l I797 a03 B¢9 Rn /aaA 005 Z 51m lfiA T97 170A alx 1aL6 06a 17PA Gal ins 089 1a3.9 Dn 1W Dab ir1.9 ASS U10 989 114O WO aa9 CD.e 654 77.7 ma 12aA m2 W.2 etl 771.[ ah aL9 ro9 u0.e au lU oR O wN t02 i4a te3.B p1 star T4a 1327 ma Im.a T4P to-9 hoe aa.s r!d 4T7,6 a0f SQe ria ta1.a L'2 7+d 9G.9 $87 a0.7 74t a7.7 6a9 a7z 7m, w,i 6ID 44.0 7+B or7 a07 PA { wE n3,7 677 4310 Ste f011 di7 ili2 105a Sar eR Im.4 0i1 SLQ 617 e4.4 US aa7 arr 6S2 99 a19 077 aiA 63r 6L6 077 T7A 529 M2 eTl 7n7 SL• JL7 677 70.7 02 a !dN WA A7T Itl,1 e3a [A7 BST 979 Sia =9 a17 BAs 70a STA 64T 7aA am 34A air Yla 401 e!A an dL7 raa !ib ai7 9{,r 4tD 384 alr a17 48a 3ab 617 037 rat J s ¢ 72E TiA AtB eki 4W eat ale T42 44a al.2 dig 95.2 431 su Sf0 SSD I23 1a.1 570 aia 4sa iu 619 W.7 NS Sib a1n 4aA 100 xae 51a 45.0 4(# 2S2 s18 45A <m W m TDh ma 4R 71l tt✓. 56] 495 au 398 TaN ail 4i1 98.0 3aT 40S 0.1 M 382 IM 453 Z78 2 rat 42 T =4 4S5 2. 36 a2 43 UWA 2u late 433 a2 P 5r.3 44t 57.7 WS r3.5 r A5 " 441 4L4 SW 392 441 4L4 30 326 Mt M7 D55 ZT2 441 VA 34a 23A 441 4111 7la 2A4 411 327 31d J o Z W u 4L4 32 128 >A DS4 372 N2 3W 707 all 3Z3 2b4 214 112 2S8 250 =A; 31Y ZD t 218 272 S17 21 2 2Lt 17.7 C2 21.2 2M 1S2 37t 19A 2aZ 13.3 231 IV 26a p mu SSA tAt Sig IDQ Z9.4 20t 303 3A 75A I91 24A 202 21.9 "1 M 24B 2.4 tat Ica i{t us 201 Loa 241 1r.n 201 7m 23a 1Y3 291 ISB 232 t00 b 74.a Zb 20.t 126 lab 17a 71.4 A. t75 'DO 18.7 201 ta.+ 2f Zia tta2 103 777 N QSd 216 Z34 V7 1&1 a Im 194 1= 21! ,&& IN 1C7 Ha t48 Sw DA tc yz y^.O ZO SIOD 1TA tar Sn,Z 179 N,e 1DY 1sA 'Al C7 C Dv X to y U N Q111 z O O a.c rn v] TABLE8 ANCHORCAPACi7YADJUSTMEN7FORh1U{A �g lO1O AndlarC ltyT3f11A Ilhs) y 1� I $m,� sud SWftnle 2.7k mmic 32kc- .0a0W OAU Fiaed CbtU PTVV a 14pD1 ANCHOR I`.AP.+e,..o e' o� -P (DP„•IX C )vANCHORCAP..,. an0•Hlm 711•as FJo9 aLab.aa fld•aSFW t1DSteel IR 81oi1 Al w(cs MULLION CAP.,•,,,,,,•, Anaho-reBpPattaro-a ,veaal771a: mts�L'Amcaa iTrl:koUUxm 3ttrP}coUOrpran s7t•Elc9udne9a AparoG saaIR;3I xmyte ldlmmn ACOOr501v lObaee ur 9e1ew a) US@7H]S FORMUU+TD OB7AlN7HE:ANCHOR Ed09A'/tru0tky r Zvr 2-//r sus r 2.ur r I 3-Irr r 3.10 7 0.4r aA2r CAPACTTYREQUIRED'CORRESPONOING70AN emndm.mtw far t 7.v4 I-VA" I 4aa4• r 1 1.114' 1 idM• M/4 1 Ia741 1-174• 1a/4' v VW Harr %m: ACTUALPFtESSUREREQLAREMEMFORTHE 2A6b=04.79 MG.O.4/SunWet QC to 90P- SiD1t6 2W IW 1 450Y6 L890 as IM Da 210M 2tO11a 3NIM Y40p 3141m W24 tNnlsa c .44=4 S01b3 OPENING N ryH -E MULLION MO07wn®L15'M�n,O.G/S1e:df,a Or ORDOIclipp•7p.21: 4a7m Im A WA 41A WA 35e RS WA HtA WA WA WA tatW 'i"5IS, lim IDs CAPACITY QROM THE TABLE)OF THE SEI_TCM --- IFxenn®3'-ADS D.G/ 2kdnmm a961 tP10.s1: 7wtm rmlm Daum 15071bs 1e99 ee 640le0 swlu WA 702a 748m eN M. 10921W WZW ,0051b. 7120m MULLON.t(WILLYIELOAMINIMUMANCHOR 3 AneMe:m tLS+'NN.O.Gf UL9 In19.500'A1xb IF70.4S WA--WA--tUO.-�Np. NIA WA WAIVA WA WA XA WA WA ' WA 95910a CAPACTTYWHICH MAYBEUSEDTO QLWV FY 1A-ena/Ftlb Pk.sp 7aS Re 193ma Ibs M ma 52t lY ASID6 tiQb6--t7T Os--ara im--7B(.lat__332Re 473 D. nD ms .2af 9xi 2w10e ADD MOYIALANCHOR OPTIONS FROMTHE 2A,dv0 LIY M2f.O.G/FQF!(m 92 2ND70 3w 109 wA A HLt WA 1patea WA NIA VA NIA WA 3411m tuts -sw u>.- -ANCHOR-CAPACI7Y7ABLE. . --PRt'IYNCT_RSV 11B. at c0mplYina wth i6d)Yedd: FIGURE II FIGURE2: Bnildiag Cede TAB!-ENOTES 1250• AenptaaeeNo)6'�18.03 ® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING.SEESHEETS 2.4 FOR GENERAL INSTALLATION METHODS. {111 Oda P4Adati 2)LINEAR WERPOL"ATiORBL''(W&F ZLLLES C77N8ANWOROPENK13WIDTHSISALLOWABLE._ \��.(LYNN/�•r/�i� F[GUAE g ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT 10 SCALE.FOR EXACT DIMENSIONS,SEE ---3250• --- ----`.�\lt��'up{NS�-!( fir��_._ _____ CLVa MUST SHEETS 210.HOLES TO BE DRILLED 1N THE FIELD FOLLOWING DPdENSIONAL RESTRICTIONS u -- (� BEUSED SHOWN ON SHEETS 21.2-%FIGURES SHOW SUGGESLED,APPROXIMATE HOLE LOCAMONa 5S7D5 IN PAIRS. ,4)SUBSTRATES,CONCRETE SHALL CONFORM TO ACT 301 SPECIFICATIONS.HOLLOW AND � �•� GROUT•FiLLED CONCRETE BLOCK UNIT(Cb4U)SHALL CONFORM TOASTM f.aD.WOOD SHALL •100' FIGURE4t FIGURES: FIGURE fit SEPRESSURE-TRIZATEMYEL40W SOUTHERN PWEWRHANSGOFLL;iALUMINUM SHALL BELl p ® S083-TS ANDRE&MINIMUM OF.100'7HICF-MEL STUDS TO13EAMINIMUMGRADEa3AND �O�`: FAA B tF• ;'`�W` .045•THICK(18GAUGE)STRUCTURAL STEEL TO BE ATLEAST.125.7HICK AND A3&ALL ps••,•...... t^2`,• ® is ® ANCHORS INTO METAL SH LLEXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL, 7ZS MULUON�1�• 11 �S,�f� N`�� ON�L. #108#t2 ANCHORS INTO WOOD MAYBE STEEL tB-a S.S.OR410 5.5. � A.Ljtl`SN< ,P.E. FL P.I-#SB705 16LE 1 CA [dullloncenteitySh6le0bERi71 7;x�,� OpaairlpW1411f![b7tallkaM-spenaSngmUHare)o7QpeninpHalgh!(M�hvh7m3ey9pnnrinpmuGare) 2S�^�,S Soh L7(n 70M BobI SO. 100fn 1204 5J0ln li010 a p 4 2SX326 a.-K,4r 7/w c--ono. Acdntoi-' 11aP?danq, Anetmpda 7mPTban9. nae]anWbr 7Hpvc". Rect¢aulr Tap774aa0• noel-2*1 TWrAmO, iV lu 7OPTdant. RACWvnaatar 7rs1RAm0• P.L-2.tn TYopRamlF aSo Utfm Leaft L.C.1 faae¢q Uft lone' tnd Laca to 4a X,fi2a 4.v ✓<D M adaD leadnp LondltD Is44Y9 tA4 L0s&o0 laodinD laAdut9 Lexpn4 loaOlnp n o 1um Tula Th .. ? ^�, .a8 ZS ? 21;, C!S• :2 d 82• ^i1, c SC, 4 Le v : fi hQ, �•- '"C'� 96 :E § u� u :2.e Vv Us v� Vs 13 Ue o V U U� n Ov u De U"-'O•.. o U I u a� P o€ P §° ^� ' e �s a k T 3 S x �. e i er CsgS•3• • ' ''�- s 3� Kam$ £ • ,1sZ• n $ a n� 9 '� a�.>a sa 1-r5 to d- -eese a I As @� t2 [a �� 2 S x c 3o L2 �8 �2 i1� $¢ 0�2 $c �3 $ >g Y=' �� $2 $s - � 1'd As. �� z 42In 17a.0 SW 110.0 433 170.8 744 V.1 471 IN,* OR f76A Sot i70.0 ]62 TnJ1 61A 17U 1116 I.= SZ1 ilU 1W0 170.0 W I= 14D0 00.0 S21 INA 17:5 110.0 32t 1T0.0 1903 770.0 ZZ � 40 in 9L0 734 tt0.a 6L 1T6.a OS0 170A 59 170-a 572 Qa.0 04 17CA 1133 17U 65i 17U 1276 170.0 677 VU I6R T7a.0 670 170A 1799 t70A no 190 l979 170.a 630 14a6 2n i70.o so 30.615h 110.0 TAT 1701 %3 17a0 776 1T02 6:1 vu so-170A 644 WA 1135 170A r2J 170,0 17La ime 747 i78A till i70.D Its 17U f793 170A Its Ims 1077 1701 75C 177,E 1077 170.0 766 tX Z y 6413 171A 7A t7r.9 612 17U 3S8 170A Lit i7a.1 11111 170A SS4 17U I= 170.a W3 90A 1(34 M.0 OA 00.0 ISR 17U as; 156A 176t vu 061 134.1 1750 ilu 461 1t7A 1TsD 170.0 16l Wm O� Ga in ALD DaS 7711 701 11L0 1D0 1700 747 t7L0 iT40 1701 4l9 170,0 1J17 170,a B44 161.i 1S11 17L9 SM 146A 151T S7a.0 1073 E. .1 lilt t70.0 too 107.4 lift I'm usa 9L8 151i 170.0 1a57 to m fn >0 Ain Im.0 91a 170-0 745 in's 1116 17L0 a69 170A VM 110.0 340 ISlIX 1170 110.5 1915 1195 1379 M1.0 1071 174,3 1170 164A toll 134< 1370 1ESS 1D12 N.6 u70 Im 1D70 783 1270 1653 1070 ~ W y60In 17La T74 170A Tat 170A tic$ 170.0 907 1s95 l770 llu 192 1382 724a 15a.6 sot: wA 1249 1U1 1D00 100.5 CC 133,0 931 Itt 1141 %WA ONE 77,E 170 122,0 S76 E6.1 1221 1223 VA Z CL c •y 721a ICA 104t 170.0 r71 13t3 lad Tsai at2 tit's 190 QL1 RE I" Sac9 113'1 060 572 1otT tau E15 big 10L4 1"7 M& 6L7 1041 $0 a2S 69.9 1040 8t2 :la 92A 1049 211 921 z J>r S 731, 10.7 34i tU1 rt s109 541 i20,9 0% no 941 w2 791 Lit 041 10a.0 m 712 341 9I,7 7C6 TL4 941 95.5 757 6S6 341 77X, 7J4 sth 011 74.0 nT 4Aa 644 73.3 Ise 701n 17L0 u34 I17A T07 11an 1194 1169 7A E&S.3 WA 743 42b 9a4 0L: 740 T33 au 34.1 7=W t6.0 034 7e3 721 65A 494 W Sa7 471 RR 67A 701 41.3 a% MI Z& ealn 453 aft 4eJ 696 TLE a7t 7J3 $43S] 6YS 517 s7l 50,2 6K t7J Ri 6T2 660 Q,6 Ot ta.a SI 21A 671 JL! Uri 323 531 253 i'71 319 a7A99a412s 3T7 59A 590 flit 6185]A 509 J43 6aD 4T6 Sal 293!Cain 477 4S6 60.3 421 41,t 496 42A 414 •!.5 100 0L1 466 77.n ill 27,E llliln 453 441 45J 4W W.2 lit 193 ]ri41 1D7 20A 441 30.2 387 25.A J=In 363 3v 363 Sat 302 376 3La 330T&9 Zt 2L7 :iB AY 724 20.1 376 2i3 326 f0,7 SlE /35 DTI 151 778 T7:7 3t( T x'94 la ZIJ 26Z 2t2 T@ !33 T13 V Q CV in to TABLEIO9 1VleborCDp2dNTabla[Itu) ANCHOR CAPACtTYADJUMENTFORMULA1 DI �o SVOtUate Z7x4umrta 331:Cmc. Nawr cxa F CMU PTWttA •Mtltt ANCHOR CAP.,,,,,,,•. M '^-a (DF;�)X( )=ANCHOR CAP. o1C S3so VG•99 Dca StE 17eo •1CaS taco 010Gm m2stw MR stas MULUONCAP.,.._ AnchorC0p P0ttama 3I1c EIeaUlnem vl'!7<7eoullmeo0 uNaean y1b'laao tlar+cm vA-xlctuaranal. ny,7eaaa lnaacm A�lmasr G:-w(=st" scm LOs7 USE THIS FORMULA To OBTAIN THE'ANCHOR Fuse MIX"60I 1• Tan• r 242' 3.118' 1• 1 vuz r I 2-vr 21 1 34tr 21 Qw :Ls4' ass CAPACITY REQUIRED•CORRESPONDING TOAN Emt>canml n rya• lau• 12/P tyr r "I"' tvr r tie• :I-Tr 101. ACTUAL PRESSURE REgUIRFmerT FOR THE aA,slals®a7r lDn o.c/slan6voaoltse4a 1 Ors aaa 9x 1m 690 to 16411e7 votes sattm YAtias 7434e7 sr4 tx EFam wto3 34s� .44ztG 1bb7X OPENING,WHEN IT IS LOWE'RT)'AN THE MULLION ----'-- -4arcAc:®1.u' 7.o.6L751a1]'JO tagn;0 tDro ale 2G LO]ron 700 Its 6t wA WA PTA aal rs WA WA NA wa Wa i1a2Rs :1-Im 112DRI CAPAC17Y(FROM THE TABLE)OFTHR SELECTED 4Am1Pn49:•IA41.0A/mwm0-csps7(c74.32-71aim--Ta7ta_ MI% sa0>u sm lm 76= I.= I -- !coin G21ns suit rims MULUON-IT WIL1-'f1 D A MINIMUM ANCHOR OAMMM go.*c mm O.0 lw4ay.hw.lor Nutt 0%A NA VA Nli WF XA -NA---WA--WA--wA NIA WA NSA WA wA m CAPACITYWHICH MAY SEUSEOTO QUALIFY 1 ASMr7 F4=R726) loam: Kilts z26 tos nts:m a22 as sates tia ea 177ms sr0les 197ms satlm 'rims--170tee__am __2"m AODLTiONAL ANCHOR OPTIONS FROM THE I Am1nR�i151,pA O.CJ7-42P 16l 24DXS Zs I. WA WA NIA PA 1R19s 1Ua m'% WA WA WA 5(11>r 4Q Agot ANCHOR CAPACITY TABLE.-- - 'PR013UCTREVf3737__,- ascona7alY10bwilh FIGURE I: .. FIGURE2 I 'knpInW 140l�a'62181 ABLE NOTES: .., .,. - r.:-y- r!,'� 1.ZSU' Ex imi End. -- --- -- ® ETN FORIFORTON1)SEESHEET1FORINSTRUCONSOt4USiNGTAL T Y --- - --- ------'---�-- - �__-___ ON LOADING.SEE SHEETS2-4 POP.GENERAL INSTALLATION METHODS, M FroduaCo .tL11/IIlfit- 2)LINEAR INTERPOLATION BE7INEEN FAtILLLEhIGT}iSl+ND10ROpENING-WIDTHS.IS ALLOWASL& 1� ,A.[L, N CURE 3; - --- - -- - ��• t71;......,..,� ri ANGLE 3)MULL40N AND MULLION. CUPS SHOWN AR$MOTTO SCALE.FOR EXACT D1MI:NSIONS,SE; 3450. ----_:�,�5.:•y1GENS@ %r_�` __ __ CLIP TS MUST SHEE21-23.HOLESTOHEDRRLPDINTHEFIELDFOLLOWNGOIh1ENSIONAI.RESTRICTIONS _ -- ® ® ® BE USED SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXMATE ROLE LOCATIONS. pia,sr,705 M PAIRS, 4)SUBSTRATesi CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND FIGURE 4: FIGURES: FiGUAE 6: GROUT FILLED CONCRETE BLACK UNIT(OMU)SHALL CONFORM TO ASTM 090,WOOD SHALL _�'� 1 ••'0••"' C.f/ g'F 'I; 8E pR£SSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF a.5b.ALUMINUM S11AU.BE ® 806875ANDBEAWNIMUM OF.10(7"TH)CH.STFELSTUDSTO SEA MINIMUM SM933AN0 '••. C%~•; O4S THICK(iBGAUG4STRUCTURAL-TrEELTOBEAT 1.66ST.12STHICKANOA3&ALA ��FSQ•........F<ORtON;•• ® ® ANCHORS INTO METAI.SHALL EXTENDATLEAST3 SCREW THREADS BEYOND THE MATERIAL 1.25•XT2SX.sz4- ��0[11IL1•-G1�� ® 010L812 ANCHORS INTO WOOD MAY BE STEEL,18-SS.S.OR410S.& MULLION A,L�IJhIN([LI. r"L P.E;5B705 +ELF 11A - FdulllonCapaclty Table 0aff) n7�h OpenIOD Ylldth(Ib p%ncditq r9aM)orOpenfnD Haight QpfholSznr[n ponalDq lm6mM) cob, 7010 sob Soh tack t20 Tn }4ak facto }+w -r` 26%3A3 A4ehnpdv TrOyGieg,• �rtlraptx T pR3a0P- AINmp4ler TmpvA`R.' .ifclaopul. Trap•7NAp. R1aUtqul4f -'iScplYEsnp. Rawa00trr -Traa7(i�0•+•Frn'ui0tm: 7A chop, A4uvnwl.r Tr4 Ru y7 c CG.� Lwse¢ Lo7010a Lass p Sepaa fae0lop IA9W t'.4v 10tdOy fasama U f pis ap. nee1,0 rt T,. it np. R 0. 0 9 LaaBaO Lwd60.. ...kafeip" 'Le4dmp Le'din2 LusIdt Lmdna reatkd Y .lum 7u4eTj �- 93 5.. 'E a .n a.- 5 •�.. ^�' � ^�. .. 2 M1.. 'r • '1„ % .. .. E Mon :8 e € -d -€ ? Be .g a a' a �� 3a Gg N tttto0 o S o� u5tor.+ G oYS S u`.. u $mau9yvZ.fTq5t iS1 e ��. �� .v' � L� .Xau' -4� .�j1 f3'�1a e'� 'SS � 2'� �9 F& g5 5^r. �§^� Y's. :5 '� a '� b� �4 y@'�' 3� .S•� ��Ie. $c 2 frc fa 3 �'3 S $e 23 $fE •�c G fa s �a �I gG � y 42 to 17U 02D.l7DA 435 170.0 144 179Z 470 173.0 BU VIA Gal 170A 912 IT1L0 SIR 1T0.6 I= 170A 621 170.0 1X9• 170.0 52f Tim ties fW.0 42i 17¢A 1735 i1PA 521 I70,0 7187 R0.0 d21 � 4ara Ti-to 705 174.0 c94 17U 96D 170A 114 VU 7S2 17U 570 1740 1I71 170.0 691 170.0 IM6 VIA 0 7 170.0 HIT 17U Ua 17U 1700 Vca cop froa 11a3 TU.O no !roA 226T 17PA 6f0 -1 111 %min 1Td,0 717 ROA So 170.0 OR •170A 13l 170.0 104E R0.9 c14 40.0 11a5 170,a ru R40 134E 1T40 747 R9.0 1454 170.0 749 S70.0 173.1 INA 7s RDA 7d92 17dA TSi I)0.0 A91 17D.0 756 � �H y c41s 90.a 791 170.0 614 170.0 idd M.0 991 175.0 fill D0.0 754 ln0o 127E 170.0 00) 1r0A H34 17U B37 170.0 ism 170.0 all vo.a l211 va.0 all vu 22)i t704 Ul f60.2 2ld, Ilan 8S1 LU QQ' iz In vae I55 170,0 701 170.0 Iov M.0 7r, 170.0 f24D f70A are 17DA 1457 p0.0 949 froo 1694 i77.0 99c 170.0 1TR TI-1 f09 iTOA t= r40 lom H43 2= 17D.0 1061 09.8 Irm 1701 loss M pie '00.6 t37 170A 745 VU lift R40 160 VIA SI07 f7dd a46 171.0 1466 RO.D W53 170.0 1a73 IMO Jane M.0 trio Ve.0 1122 ur-a am va.0 11® CAI tau 1ToA 14TI tiT,T 1460 ROA fT/1 -J.I a 0In 170.0 SR 470.0 701 170.D 1151 170.0 90.1 I70A 1364 VIA 1002 YmA 1659 110.0 1066 17d.0 1753 V0.0 TI63 =0 t34a ADA 121a 14J.D 136E D0.e 1DS IRE 156E 170A 12a6 1D7.2 IRS, 17a,a 1280 � �d � r 72k T740 1067 110.0 07B 1R.D UTS Im i70.0 1409 R0A 1126 NOA 1T6D aa,D !23s 754] 171{ 1740 fits 1U.1 iTd( I69A f74b iTSA f79{ 15s.4 YD54 79.5 1734 f50.4 Izst K7 1734 150.2 1352 •2 E 3 78M RD.a 1127 1MO Or 1T4e U46 5 16a.5 lw VIA 1249 laA. 159G 16S2 1245 OL1 tSSa 151.9 lti6 1174 %G 1413 =61 9a] last I= I= 942 test I= trio 7S7 IV 4-2 121E � �� $ �Z To fn 1T0.0 lief 1roe der Ind f3s1 s 1s59 1177 Iel2 •1245 176A 1417 no 12P1 121.2 14Tr 129.f I7n9 509.1 HS7 127.E 1tst WA i07 11L9 116i T79 .1477 1t0A if58 6S1 SITT 1043 !!54 � � _ WU 1t?,a ltm i<[s 984 15tA ISiO lD7.d T7f0 1DYA !St 0L9 4110 947 97c 7B9 1179 07s 32% 7tD H10 2Q.T dm 692 t11D 713 891 50.7 T74R @g8 a7A 41A 1110 67]' am d a670 1RA 976 12'03 0T3 7TS 47S arms s35 373 a9] 302 712 S)a 70.5V. ,-- 7'L2 a17 60,5 975 6L4 CD7 4BA 979 9A 7aB 4Sd B7a 62] 776 746 s76 49J 761 N Jack 932. 77l Us c1P G0S 771 taT ]TI 61J g4 S1A 77i 54,7 ia,0 66S 4t1 7l7 L♦9 W Sls 77I 30.9 m2 '2aA 771 30 t21 ZST 711 32A GR11111 MT 770 1T] cis 63,t T70 d4.1 71a SET ata 4" T1a 49.3 43.0 62a 9;P ru 41.f 614 71S 7M SSA 600 27.0 730 3U 51d M2 T30 224 dali21InSP9 l74 61.0 i9 493 C7A L7.0 62d A(2 552 STS 6U 292 SCJ 3.C7 d77 30.0 aGl 72T Slf 240 a2f 27.7 r.D 27.i 624 7A.6 Sag 10.T 6)A 22.s sot � Kco H41a 54,9 C7 -1 110 24T 4w 2L4 z4a 391 W.a 491 St.2 3Td Q r ¢ O � ry TABLE 115 m O AuborCalaclfy TnDle(A7e) ANCHOR CAPACITY ADJUST7r1ENTFORMUL' s4lcvam 22uCa¢fde 3sCN1L 11dD0'NC4U Pmada4U r7tvrosl M7f7 (Dp.)X/ANCHOR CAP..,,.,.,,\oANCHORCAP.u. $mob T9W Edo 114'ssmo 671Ct5k0 Ur ssE7co 910d1ad et2sted n2a7ar MULUONf:AP.,,,, ) /v7eoa'iyyc S'156700 Uacs:m ilr EkeUdncee sic aw Uhrsm Dr EkaUNawjf AnnhorCOy Peltotna uacamD AppaGdor UC2cm AlaRG2f4r ssmr(m)sesw lc5) Sue4rlCs) USETHIS FORMULA TO OB7AP17HE'ANC)i0R tsafmco Dn 1' I a-ur 11 2-12 3-t1w O 2-Ur r 2172' 2 Mir 2• o•6p• I tise W324• CAPACITY REQUIRED'CORRESPONDING TORN r>macn;mi 1Jf4• tsr tdn• r-0'4• 2` Imr tvr 1.vr 1-vr t•1rrvve r ss�a+ tvfr vales ACTIIALPRESSUREREQUIREMF.MfFDRTri�C zaxmrs�, MOLO.araldfl9fa•rOzelc !fits soma =n 4wM. awros 1611i01 220M. 2WlDa a54ttt Vo¢a 94Dd ErAM fu69a 341ma '4a1m 5601m OPENING,WHSURE IT EQUIRELOWERTWFOR7rr-HAN THE MULLION _ - 4AucDasOtts•1+x a4/sra7ase te'ase0erp t17a2x 4mma 7m ra N;& A VA WA »7 wA wA 11A WA wti tA2mf i6E52o Slm 2a CAPACITY(FROM YFETASLE)OF THE SELECTED 4Asm¢Qahm;o.O.r a6ArciecDv:rhla�F 7m Cs To7Ro 1 = ism me law1R1 War. 6m VIA NA TEFIR 74Bm: 0D7 k9 1a9xm mxad !eas as na17m MULLION.trYaLL YIBL0 AMNIMUM ANCHOR 4ATAm.a0.51•MULO•ml U4`A0.IRIO.SDO`Ara•. 4S ILA WA --wA--wA--717A_._.7tA WA M(A wK WA A %/A WA i2b71L CAPACITYWHfCH MAY 8S U8t:l)7000AL1F'! 1 Atclndl FSa1D y6x 115sts t ms rims 44424 a72 los 40 Pn 17ra74 77RIDr--lRr ros--102Ra__.4lyrta17oIDs �221II6 �D� ADD71CMYMTONAL CHOROPTISE TOQUALI 2lnam6 t19.1112o.C/.F'i.lTf(Fla 6T z{D tG. aa WA wA Nw WA lmtz N11 A wA NA all ias THE 442Ux 360 R6 ANCHOR GAPACTTYTABLE. __ _.PAtU`J.2ICTRPVIS� .`.' mminP YinElriUs 8lodrbt____ _-____ FIGURE I• FIGURE2 TABLE NOTES: .. ._ ....._.. .ZSD` ABecaptfutmNo Pxpi TAIc 202) 1)SEE SHMT I FOR 7NSTRUC110NS ON USING THE TABLES AND SH�i•25 FOR e4mw LTION 4y ON LOADING.SEE SHEE•(5 2.4 FOR GENERAL INSTAUATION METHOD& Mi Dada riu a - ----- %01111rr i F7GIJRE 9: 2)LINEAR IN7ERPOUlT10N BETWFf74'MUI.I-LENGTHSANDlOR OPRJING_WI K ISA_LLOWAB_LE - � • LYNN�d�•:�r� ANGLE s)M11f1(ON ANO MUtltON CLiPS SHOWN ARE N07 70 SCALE FOR EXACT DIMENS)ONS,SEE 3. - •L��,:'VcENSF=• 'Q - _ CLIP MUST SHEETS21.28.HOLESTOBEDRILLEDINTHEFIELDFOILAWWGDIMENSIONALFtsvpucnwS 'C: ------ - BE USED SHOWN ON SHE!STS 212 3.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. v070. a • No. IN PAJAS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC4 301 SPECIFICATIONS.HOLLOW AND ( •�' rTGURE4; FIGURE S FIGURES: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TOASTMCSO.WOODSHALL BEPRESSURE-TREATEoYELLOW90UTHERNPMEWITHANSGOF4g.ALUMINUMSHALLBE % Q sYIA 4V_ ID ® 8053•TSANDEEAMINfMU6!OF.100"THICK.STEEL.STUDS TO SEA MINIMUM GRADE17AND, 624" a 045- HICK(18GAUGq.BTRUCTt1RALSTEELTO BEAT LEAST.12SThJ=<AND A30.ALL -L ��r( ';FLOH10t.•'G�� ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 4r/SLC� •�••• Lr`�� ® 910$912 ANCHORS INTO WOOD MAY BE ST=-J 18.E SS.OR 4io SS. 01•VAI. 11 0 1.25'MIJWON.G2A` A. YL N]m0706E GLE 12A f ..... . . .•._.-... patilngV9Fdt21(fnrasf6aaIV.Wnnringm=)nr Op9r 9Ha59ht(f0vW3:wAl5 r-3P�iv4 ti , ) 042j .. .`.- -- .ao :. 0 Ptm o. Hcatmy011r TfbpRdbn9. Aalm0lar TapfiOnOp. Ree'N+001er 7tgvMma 2-•3 8u 5`�`' Sain Bola 701a tob 901n tODk 12D to 140e1 to fn xC Rxtm,Detar Tt t+'rdOnp. Wzsn9dar TmMROaP. Axtmia#! 7reyDlv>A, Ruleact3v 7ryyfAanA Aeda�y53r 7hprmmP. fturvam Tn 1i o 2z4x.Z6 Lor�O LDedW L. L-frg; taadn0 La0df,0 laadna Lwaw L.-ft 1e1dn0 La�da0 L0adB10 L09aNd S.Da309 LmanD Laadog [aadllp taldro 0 ildm.Tvba '.. x €aa_.. F •fig' �'.. .. �' _ r �' x li�- - Mitlt(aa 11La1, .-1 1 � � 2. ?.a` a s s� . E� ESi� 8�c s4 aIn e = m ae a A= Fma➢, tma a20 170.0 in 170.0 744 1740 4" =0 ass M.0 Sw 170.D 9H2 Imm 619 t70.e ills v" 621 T740 f2(o M.0 521 =A 143a O aN 1TU0 I= Imic 52t ITb.O ('D is In 17U0 704 17M 924 RDA a60 170.0 SM J7Uj➢12 179,01 131 170-M 11133 470.0 a6! 17" 1275 170A IRT 1740 1417 170,0 WO 170.D VD0 170.0 w 174.0 t961 170.0 380 QUA 22C TFDA I UG 50=3 In 1TOX 74 1T0.11 503 170A 2X 177.9 &11 17UD SOQ 17C.0 664 17DA t185 IMP 723 1TOA WIMP 747 vu t494 170.0 753 rMa 1713 VU 763• V0.0 2002 rMD 758 17U 2394 TM.0 75a � T b 6/1a 570.0 7W 170A 612 tTOA '356 170p 6M 17Q0 t118 tT0.0 754 170.0 1276 1740 607 1TOA lU{ t7a0 aa7 17C.D 7391 1710 AS T140 tOfO 1]0A DBt 17DA ZT]1 f70.D 601 i70.0 9660 i70,0 bet LU 3 an In 170A US 1704 701 170.0 I= 17D.0 'NT 170.0 1240 1TOA tr7a 170.0 4,417 174o S44 170A u% 1TD0 IN6 1TDA 1771 170.0 I= t70R 2t2T 170.9 t0P3, t= 2472 17a6 1(1A 1605 XN 17D.0 10ffi CC m NIn IM01 7797 1740 74S 17U 1116 170.0 1150 1TO.0 1342 170.0 440 R0.0 14W I= 1015 =0 iSYS 17aD Imo Tw-0 1t10 I= i1A VU =1 VDA 1119 IWZ US$ ST9,a 1171 1453 2663 Iran 1t77 � G51n RDA A74 t7RD 782 17QA 1109 1740 PM 17AD IBN T100 1= 17UD 1551 1740 I= 174.0 r753 1T40 ila3 17aA im 17U lza R40 2a36 SHED I= 1&1A 247 170.a S2aa 1329 24a7 170A Man � � ' m 721n VOLD t0&t 170.0 M 170.9 =5 170.0 ON 17oA t4aa 17U 1120 170 17CO 170.0 SZU TMA fa13 V0.5 1316 ITU =3 1740 =7 I(S3. 2134 iXD 1436 IN.& 21U 170A Un 1092 VU 170.0 1no z UJ•� Y S` 73In f74A 1f22 vu ov R0.0 TM I ISM 1DW ISM lff" 10.0 f29 1rOA 17D4 170.0 1322 fast 1Pd7 Pao 101 114b.V. IPS2 170.9 1005 IZLB 1Ha0 VISA 161E ID&1 .INN 154.0 1= 023 1980 1527 t53t fi � W 7ai iTOA 11% 170A 90T 1711E 1061 1740 lilt V4.0 161t 17a0 12W M.0 I642 170.0 IU9 I= 1M 1740 1(7'L 137,4 lsaf talc Igo 1143 tall tl7� UA 902 Ian 1ZPX 14S➢ OSD 1381 137Z 14S4 d J K c WtO 170.0 1721 170A rift 14961 139E I 756A I 121D 3F i10a tl6.a 1116. 111,1 (oat 1213 1'D➢ 99A 1396 1102 1161 aP3 13HD 1D13 itp T13 O§0 eas 112Z 6SP 1308 6L7 I= 65.9 NP0 76.0 iO F-• � N C DBA 14L4 112e tbi5 tOSfl 42LB 127P 127.a 1070 1 127H 1112 Yo6i 5y 12iH 960 11H4 Big f=9 a9.6 1aN 73.T 1222 aL4 1656 61-< t229 722 ➢93 MZ =6 SE2 477 46,1 1228 62.1 96T 10C11 IM'S 371 ICU $77 0U0 9TI aRe ac 7 art 77,2 B40 &.7 9Jf aR4 n3T 573 9T1 8fA B25 al.a DTI E6.6 075 f7.7 8T1 40A 796 374 97f {4A 7ffi 721 971 40.6 77l (O N 8 od�d•.�-. Ili in 9S,f 919 ffrA 032 70.6 910 9tA b1H adi H1H 7D.9 d0a 69A UiD B2H 78( 07. 9f9 S7 7b4 Q7 9}0 6La 774 39,T 919 44A 75a Dtf a10 4U2 74a 21A DID 37.1 712 �! 12D1e 75.6 7a0 m.a 77a 6'2.9 7aa Sid 70S 5la Tat SS6 645 472 7a6 49A t,"66 <L9 7W 44A 677 3F:7 7B6 446 Oat 3f.E 785 NA 651 9.D 7D6 210 B;f 01a Tao gas 6]I Il. 744N 1l7 di6 4l2 7,4 34< 446 a7A 40a s13 b46 37S 4➢1 273 S{B 2a.2 (63 T4.1 640 26p AD 2[A 6I6 22.D 4T4 m.D 646 f9,6 464 I6,6 &8 i72 161 f0.7 5sa ib.5 44a U N C O O TA6LE 28 ANCHOR CAPACITYADJUMENT FORMULA: d Z All hor Capaelt9 Takla Ihal ANCHOR CAP.,.,.e.,� $L =EM�=ML 1, Cb.= 46awtt Nmoxa4v FDedCattl wort Mdd•• (OP,,.)X- =ANCHOR CAP.,,, nI1S(3c0 tntxfm Y4'Bka UI12a0n BiG'0m 0ry(i PcO UPrx4n 1lr plcDUDracOn V4•Ss 6xC 51c akD vrsaslm dlQStcd A2SINI MZSta! MULLION CAP.,e,m,c o owl tc'7 AneharCAP Patlama ll"cn AP¢nGXor Illaaa AgpZdtr Semr(G6)Sara7(451 St2t3xM USE THIS FORMULATO OBTAIN THfi ANCHOR 1• 2A1Y' r zvr 4178' v yvr r yvr x sva• am• a34• op74• CAPACITY REQUIRED"WRRESPONDINGTOAN 04 ION' I tar tarn• faa• r JWA 1-Va I.V4• t-Vr 7.114• W4- Y tat• :1•d ¢r¢f. ACTUAL PRESsUREMDU1REM£NT FOR TFv 2Anctnts�aas laA O,C./SialOxa DTOlhf 0l7 iL7,t "J7101 390 lta 410Rx WoIDt f6Y IDS 2mffi 26493t 401m S7alb VA Im Das11s 51ItE, ,442mr wotas oP5NFNG,WHEN IT FS LOWER THAN YHE MUWDN a AxbQi 2,QrA h 0.4I8tlnmad(K12be0C1D D70. 740 Ifs 740Im 0.V DE 14e51ta 1424 M. SmnA NIA 61525 NfA am 2. WA sm. 'aas tf H10 Dx CAPACITY(FROM THETABLE)OF THE SELECTED III ---- ----6Aa:DC3111.71'14t1 O.a.f5t=.49S=410109 $ U5101 OT 755114 104SIDt NIA705@3 NIA 7a91m 41A WA WA 10221m ItS91¢ i6m lm MULLION.ITWILLYIELD A MINIMUM ANCHOR aM EAVLO.MIM a6Arvl=s/ -7W1e3-- - a27tw lswlr lm+sms W 1uA 7ao&d 74am1 ealla Ut2Vs »921D3 BMU Matra CAPACrrYWHICHMAYESUSEDTDOUAJ.IFY 9AIFI»M 03•KMO.4/ ffi5A wwl 4 1170IIG-' 11701m 1 Pa 2340t➢0 2Bflmv -64o9xt__NA.__Ii49d '1172�'"<1j .^2a3o.Ds 102I1b 1132Ta 16®rs ADDITIONALANQHOROPTIONSMOUTHE aAatDF®1.1A•111M1 OAIU.L141Na.12a' Um. 7x NA WA H4A WA RrA A WA Not WA.'._NNE--Nq-�-WA__ 7! _ ANCHORCAPACITY TABLE DAMN. D.61•LQa O.G10.009.IN➢,12r at NA WA WA WA. NA WA N:A 1DA WA WA NUS Wn, WA 21 tta ---_____--_-__ pRCAUCT'RSVIs£D 2Mt7rxs®20U'Nn0.G7F•r4b ffl4$ "J70➢I3 STO In; 0117D1 7aSa U147m!>Y HA SA9IIII NA 440 to IUA scl1 .4423. woID33251w 3797D3 91311s H!A *MDD I NA 7001ts MA NIA WA 6t70rt 6&!ts &3lte ma°mp1yF06' Om pFL.jdy--_. _ __-______ ___ _ Gmlda,6 Cade �G-02I8.D•`N07<•FORTHEOFFSETC[.IP,US&THESAME ANCHOR PATTERN AND ANCHOR VALUE3ASTHESTANDARDCLIP. Aa>TrarlmN9 D CIRCLED VALUES ARE USED INTHE_CAMPLEONSHEET24, EupirAtl oDOlc /j0'Al ---_-_FIGURE1: TOUREt FIGURES. FIGURE4: TABLE NOTES. 2,DD0• BT MFmD Dade ploQDc1 11111i11i1lq, )SEE SHEETS FOR INSTRUC:1'fONS-ON USING TFFE YAHFS AND SHEET 26 FOR,INFORMA7iON ON LOADING.FiBE SHEETS Z4FOR D- GENERAL INSTALLATION ME7RODSl - - • S - --- ENS FIGURE5: FIGURE 2)I.INFARIN7ERPOLAiION BETWEEN MULI.LEN('YHS ANDlOROP$FlNG WIDTHS ALLOWABLE. c a 0 0 m m e m 4.630" i'r:, No.067C:1 ••.it 3)MULLION AND MULLION CLIPS SHOWN ARE NCT-rO SME.FOR EXACTOIMENSIONS.SEESHEETS27-23 HOLSTOBEORRiFnFN THE FIELD FOLLOWING DIMENSIONAL RESTRtCTICNS SHOWN ON SHEEYS21-n FIGURES SHOW SUGGESTED,APPROXIMATE HOLE .13 FF11BG-U--R�D9E7: FGURE S FIGURE 9: FIGURE 7G: ANGLE CUP 4)SUBSTRATES:CONCRETESHALL CONFORM TOAC1301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT ••p�•••• s'rn'ff•OF •�;` (FIGURES 66A (CMU)SHALL CONFORM TO ASTM O-eD.WOOD SHALL BE PRESSURE"TREATFA YELLOW SOUTHERN PINE Wr.'H AN 20 OF GSS. '' aRta''',�C'��` m MUSTBEUS� ALUMINUM S HALL BE6053-TS AND BEA MINIMUM 0F.I2STHICtf.STEEL STUDSTOBEA MINIMUM GRADE s3AND•0417HICK(18 2'X4'X•25'MULLION !,S51JQ�,�L'G�51` IN PAIRS. GAUGE).STRUCTURAL STE0.T0 BE AT LEAST.I2S-THICK AND AX ALL ANCHORS fNTO METAL SHALL.SgENO AT LEAST 3 SCREW 1 a e THREADS BEYOND THE MATERIAL 21G&#Y2 ANCHORS INTO WOOD MAYBESTEM,18.8 Ss,OR 410 S.S. A.LYNN lC{I(LER,P.E. FL PF� r MuiBon _an Table beREt OpanlsaWldth(farled•1ca11/ 87JIg mulens)OrDpenia6 Haloht(fortvli=ift1/sP01zi7n mulons) s3N solo 701n ao 5t D0N Iml. 1201. 1401. TffiD U$ Reeta�lar TYn2lltlatq, Fug" Tmprrd.* R113.1 alar 'ftd d m, R..I.Td6r Tfaplfdan0. R.nlaad. tt°"..D. RaftanP TMDlydon0, 1W.cluwl.r L.pr(dan4•� R.Uaflad.r Tnpfrdea4 Red.7x.r Tm;.rwm0, D Zx9%.26 L dv tonah7 Laed.o Lme4v Lmdm IeDda¢ 1.04 0 10&o InednO ,IADdfp la.dnP labdlal la.tlh0 San6n0 , ImAno Imdnp La.dnP lmdn0 e2C A11,M.TuLa E a d' £ n gr +E�• '.-. € Qg.. $ �•.. 9 6 €.. ... r It � MOlfron 111 �• R .- A �a '�•2 Ei �i•LS. •3 c7 d oh B d u G Y6i S„ cS 6. 0 o"e 3 8 v 3 o d d u' o" tS, 3 G y 1i IS c� do n 10. <u $ x 's� 44 a A a 42h -fno ago 17MO 435 I70.0 7u R49 47a =0 ma 1- -406 17rLDI pot 170.0 $14 170.1l ilia 170.0 I E21 17oA 1120 170.0 521 n0A 11403 170.01 521 174.0 174 110.0 sz1 RO.D tens 170.0 5zf O ' 416 17a0 Ta 17U 524 1T0.0 s10 t70.0 I SM f7g.01 9n I VU 1 030 170.0 0= 170.0 aat V0.01 1275 170.01 e77 17aA I 141T 170A 564 170.0 1700 T74D I Oar 170p I663 1170.0 Ro l740 2287 1170.01 der J IL ' 50.6151a 570.0 TA7 ROA 6a3 170.0 d01 V0.0 all RO.D 101a I7MD M4 110.0 1StdS 90.0 727 fT0.0 t3J5 1f0.0 7{7 170.0 144 MO 7M 1740 1723 170A 758 110.9 2002 CU 756 17U =1 1740 756 r=A S01n 17aD 797 170.6 Oft M.5 VS R01 ODt 170.0 1113 170.0 754 iTa.D 12T5 170.0 801 S7M0 14U R0,0 eR 17" tSU 1740 asa 17Dm 1913 170.0 081 170.0 eat 170.0 MI. r7a0 TS55 RO.D W1 lu C � 621n i70A Sai 170.0 701 t70.D 1007 1TO,o 797 1704 I2A0 J71U 371 170.0 1417 M.0 DN IT0.0 MR 170.0 ON in.0 ITM 1740 1003 170A 217S R40 1043 170.0 U79 T7a.o ionf7a0 2d7:1 170.0 tall fD mh 1T0.0 a7D 170.0 745 VM0 I 111m 17aa 850 In.0 1002 =0 01D 170.0 14M T7&01 1015 fYU tM STOP !¢76 1704 16SO 170.0 Ira R40 =% ROA Ile 170A 2603 M.0 %Tn 170.0 Mm 170.0 11Tt � e0N t70.0 D70 Ino in VIVA 1109 170A 9M 170.01 12M 1 170A I 1a02 17D,0 1558 170.13 109a 170.0 17511 17D.0 t1M S70A lRa 170.0 1250 17OZ 2S4a 17U 1*5 M.0 =7 17a0 MW in.0 MIT MO 120 s72E RDA 10a1 17a0 376 I70.0 5275 170.9 t00D 170.0 ilea 1170.0 11125 R0.0 1700 170,0 122a 570.0 19l3 170,0 135 t7DA 21Z5 t7a2 1307 ROA 3350 i740 14e3 1140 2075 1740 1529 170.0 30C l70,0 ISa 7ah R40 1f22 17DA Dal 170A 1546 170.0 10R1 iTD.O 1570 iTMO i2oD 170A 179J tT0.0 t322 770A 7618 i7aO#111021,140 2241 -0 1505 R0A 2eD4 170A f678 174D 31A0. 1Tan taDO ROA 35E0 170.D 17C5 a` Z 7eb 170.o 1161 ROD Dal V0.0 IUI 17LO 1116 TIRO felt inA J250 170.0 1042 lTV,0 IM9 170.0 2072 t70.0 0 2U2 t740 16B{ UU 2Te3 170.0 17CO 170.9 =3 17so 1777 17DA DaMI 1T0.o Vag Q to LI 170.9 137E 17U ti/A 1704 I59A 17a0 1376 IM.0 (d50 Rao 1490 170A 21Z 170A Tait 170.0 ZW1 170.9 A 2a00 OVA 10Ta InA 31an Rao 2125 1s40 3413 Ott) 2273 iaS 0413 170.0 7391 - ZDorn 170.0 SJ17 170A 1732 RDA S7a0170.0 till R0,0 1113 17MO 1022 ITOA = IMI 17M 255D 11'[LOA 2a7S 17aASiPD17713317A.91ea1217a1S7ao 2YJS 170A Lo 1S7D R4a 2&% 170.0 7A70 104.0 Z70f I70A A vet faLD z173 f2i9 2761 l40A 3a1 101.4 Z78! 123D 273! 22T 270f S16A 2190 1J3D 7aA tDae Rom iTu tray aza7 Rao tm uoA 26zT R0,0 zitD ISTe 2e3x taxi 11 2m2 u5J 221e ttla xa3x 12M4 2i0a wm 2832 1i51 212e as,A 2e3x toaa 73Ba ><156a 1T0A 2%25 410.0 le3a ISCA 2732 =I tall 13a1 eau 1AU JW R0,11272l Zat 11e5 19iS a41 2752 04e Sea 772 2a2 oaD lass a7a tun ml 106A T2a0 u4s SDU tsar tossSJ35 aeJsyJat3uai7D71300 das ssM 123A +rdi e51 1a5b 32.1 ism Sao I330 A1T 1a6f w.z Taos aat isal Jt4 t2e1 Q c7 $ p p a �o000 LE 38 ANCHOR CAPACITY ADJUSTMENT FORMULA- eh0r en able ba ANCHOR CAP.,,„,,,, -7 Q ssawa Vkcal.fet. 3.5xcom chw Fmedad FTVwwd WWI (DR^),X ,.ANWORCAP.- T° S Andwlypc aNT Ek.Wrsem Aww EL.um.o.n LOCO 3nCFJm UIDttmt lfrZk.trn°cm v4•as m.Snrsv. v4•Sa Ekor13-43 elzay.R 1flisto,1 MULLION CAP.,,,,.,.. Ahahor ClIp Paltetna vmmm A091na.1o1 tAra ADOMG.Ur Oerzw(05) 3=w(G5) USETHIS FCRMULATO OBTAIN THEANCHOR ed3.lwf.nra Tn7 r atrr r znrz• a-va• r 2-1w r zirr T ]4fr z• a51• •kw CAPACITY T�EQUIRED'CORRESPONDING TO AN Emb.dmmtfOD 1A7C VMV t.1fA• 1.Ofl• r 1414' I-1fa• 1-vJ• 1.1te 1-ve 11w T fare• bda. ACTUAL PRESSURE RERUIRE&MNTFORTHEE zAn.naae+as•hun.aelswnar_oroasaenpaia.laax aaafac xDaft as71m BA° 15um. 2201es 2ao1M 354Mo 740lm 2741t. 1 6%fb% •.star. 412LDe 3w:m OPENING,WHEN iTISLOWERTHANTH=_UUu1CN 4ASe0es QJ.OD•.MN D.GI.S1forlaaforD6d1 C¢Ob•OL' 760 rat 704 tx Caro:. "I?Wft 37321m $40 ft sea ma lad b. 74a2 Dr "743 i- 1b, WSfa° 1123 rm CAPACRY(FROM THE TABLE)OF THE SELECTED a4metan®1.7T•Mrt D.alaTwod(ofO.W etR Gk.41' UW 1W 14001be 1D10Ru =1m WA INA DO be WA 1D511b1 WA WA • WA 1Tm 1ba 224D MULLION.IT WILL YIELD A MINIMUM ANCHOR4ANI.m0rKmO.Cff217¢0 o=,psftlD. ._MI._ 7aam: at 13p1a. INGw sane seam. w 7601m 74atN 6e01m lan1w Wit. 112Dim CAPACITY WHICH MAY BE USED TOQUAUF! T 1w 15w1m 1150w a12Dl1aa 57nT.`-TOSO fm--1i201D°--WA--15201ta__ilM Wa fT60 370( �JTM m. 2240 to ADDITIONAL AN CHOP OPTIONS PROM THE 12Amhote®jwKi DA7m2r]AnD10 G1,v7 I=- 21D0m 14401m 37M 1D. WA t:I.A i300 ma WA 1 rm WA WA WA' i2w 16. "-StaO San ANCHOR CAPACITY-TABLE. __ _ --PRP.OucTRSvlSBD--- 4 Amhaa 131.5G1.O.a(l1iUp,D�.12sAMn1.6p1r.a. WA WA WA WA WA WA WA WA WA WA WA WA WA WA 1410 lb. 9 0.M• 0.0,/ m.r.b,12A ,IFlP,O} WA !UA WA WA WA WA WA WA WA WA WA WA MR 10A voles us°mFSn°554111i d�°Fl0[ifEt 3A.elatr4H4•Sa`ArM1 O.0 F•CAF lF0.10 SrOlm 35010t ASa ma eso� 1ala lx va1m. zea roo Sues T4oln aril WOaf 91am4 an m> �44ztm Sa010. F•-2.000•--1 Da11d'mgCode 4 AntEDmffi L7PtA0,O.UF-ar(M1W aD0lb- 700 505 C. 1'9'b° WA A 470 WA 37:t r°e WA WA WA. an 0. ,Mrm 11201m Aereptmae NO){e"0�1$-O� NOTE FOR THE OFFSET CUP,USE THESA1r1EANCHORPATTMNANDANCHOR VALUES ASTHESTANDARDCLIR 259 Im' Co, fjpL� TABf=NOTES: 8Y FIGLTtEt• FIGURES. FIGURE4: FIGURE& FIGURES FIGURE10: FIGURE II: "� M1a+n• TdD�a 1)SEESHEEYI FORINSTRUCTIONS ON USING THE TABLESAND SHELTZS FOR INFORMATION ON tlf)tII!!/ e u LOADING.SEE SHEETS.7_A.PAR GENERAL INSTAtLAMONMETHODS. \1`(VINN 47i7�.. Z)LINEAR INTERPOLATION SEIWEEN MULL LENGT14S AND/OR OPE KING WIOYHSISALIAWASLE e •• o 6.000' � Q': � e r o 0 o m e o 3)MULLIONANDMULUONCLIPSSHOWNARENOTTOSCAIEFOREXACTDfMENSIONS,SEESHEMS =•r:: Hu•51;f05 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRIMONS SHOWN ON FIGUREY FIGURES FIGURET: SHEETS 21.23.FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. ANGLE :,,Q''•�• �I� 7jJ` e mn �p 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS•HOLLOW AND GROUT-FILLED :t3•• .AST OF6-CURES CONCRETE BLOCK UNET(CMU)SHALL CONFORM TO ASTM C-90.WOOD St1ALL BEPRESSURE-TREATED O•'DUD e eMUSFBEYELLOW SOUTHERN PINEWITH AN SG OF 0.S5.ALUMINUM SHALL BE 6063•TS AND SEA MINIMUM OF.125• \THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.04r THICK 13 GAUG .STRUCTURAL STEEL70 �i sV' C'`° m USED IN ( ,()(1��;1. 1.1 BEAT LEAYT.125-THICKAND Ass.ALL ANCHORS INTO METAL SHALL EXTEND ATLEAST 3 SCREW 2•X6'X,2.5' A,LI7EJIV'(v(1L�trH,P.E. f THREADS BEYOND THE MATERIAL.KIO&#12 ANCHORS INTO WOOD MAY BE SIEEL,18-S S.S.OR410 S,S MULLION FL P.E#687t)5 ..I E 14A MnNDn Ce a Tal>ID ba 0 ;;p 0paninIT WIdIh(forvmDcaly n3 mlDLertifl DrOpofaatl Hdfiht(tDTMAurWys trilzl mti6ots11 1' C WIng5l 831n 7014 Solo s01n 100N imm T40(n 160(0 Trep7fls+1. IN Rco14¢0¢br 7nTfMany. RoctupWu 7md0Lvp R1al41potu TrnytlWO. ltoolmnNor Tr4pru.V. Roob¢w¢at To74T4u9. ae4!¢e9N¢! 7n1ATD¢n7. Rootaly¢LLT 7ropflW& 38"X2.11' Le¢0¢n La¢wroLvedln0 taa01r11 Lw�2tp et9ple-4vo L¢adln7 tosala0 £L¢eB4D Le0C4y Latlhp7ox ry � � � S �S n �$ � y Tabu Mvll S $ 2. bu �' $Ni $ �• �• 81 00cn 181.0 478 1468 412 i020 Cd i3W 414 20.1 MS 134.d 411BQi 134.1 41t 72i S7E i311 Mt 80.4 57s 'a4T 4tf. S'1S t30.i <tY 4S1 328 t3CT ifi 1080 SA 84.7 013 SD 4ol a%4 310 80.4 AM 4tA ]a 617 401 TRT 318' 4&3 40 W5 MA 403 402 7E8 214, a4.E 401 70.1, 314 303 1W 70.8 E741 7ae 294 88.8 301 TL9 789 6L8 O82 37.2 Zee l-%7 0Q. 84.8 2M 411 3E2 SE& = 34.1 362 80.8 287' WA 3S2' 0626,.E14.1 11E N1 281 426 318 1 6r.T Zta 14M j M JUS ZS! a7.7 1 310 MD I 7SO =0 I 318 49.E 240 283 31B 4%1 2481 24.2 -718 1 47.1 1 348 21.2 318 QA 2/8 lYl o .9 61H 4E3 288 3L7 2fl H3 ZSe 6ST 21{ ST.7 2M 4&7 210 D0.0 259 93 ffiI 27A 1b0 34.9 ZX ZL7 2M 324 103 = 2S8 a2 2o1j t7.T 2Af M2 10s 16.6 2S8 =-a =I h m J 64N 42.7 7J4 4S8 200 316 Tao ]2S 101 30.8 251 34.7 iD2 2&7 1 13{1 31.8 te9 '$ 60 14 17D Z3 8. 1S4 is* zu =6 In 7.2 213 z4 187 L0 213 2" 22 2AB ITS 2 213 2T.0 ri 2D.8 711 S 17 27 183 1S 2% 221 181 133 20 220 1D i21 214 Z03 1¢D Z LUjj 4®A n `y 7EIn 2226 1=173 2L6 R ZOA 579 22.6 149 17.9 VS 2m3 V 15A 178 tA7 6 E2nU i37. 17. 1D! iAS 10.t 18i17 3 •RY Z78n rt -a IS219,8 131 18 12 IT Q >fl 1- •� LE 4 I ANCHOR CAPACITY AOJUSTMENTFORIAULA: ~ �' Anch9rCnpselbTaDloSba) 69tx0¢le 2.7Xtmnele 2D%C(te. e0� f RkdClAU I PTWOM IJtit N y.}X{---LION❑AP.,,..„„/-ANCHORCAP.,v 1n y am •^ Ns0¢77yp¢ 9tts•pro at0aem M.Uk1Cm S'a.'Ek0 371SFRD1OV4e¢0 1/4•Ek¢90s4:m 1/4'356k9 Nie•Ek0 w•SSFk9 Mload m2stal SR 8ke1 CD AneharCQp PnPdma Ul-m AD9tW¢ I- A97.01 r semrFs7 see*tcJ) svcx LGs1 US!?TH1S FOtT1,lULATOOBTAIN THE ANCHOR fi4eaCnrcefnx t• 2i12' 1' zirr Ma- S1r4' t' ZM'. r wr r 443• 0bt' A34• CAPACITY REQCf[PEO"Ct]RRESPONOtNGTO A}d X mc=mlim ts4• tare tau- tor4• r 14W 1-0• 1.w 1.114• 14t4• 1 1•w• r 139• Imr .vales ACTUAL.PRESSURE REOULQEMENTFOR THE U N K A7c19n®7AYA oc./rn27sAmleart 78¢tm 7mke taDim t�mt 1t9E ka 340 uz 7a0ms WA 7M ets 743c. 1 mom I =V. 0ettacI sm to 1433 m4 OPENING,WHEN IT IS LOWER THAN THE MUL11ON CAPACITY(FRCM TH£TABLE)OF THE SELECTED 1• MULLIONATWRLYIELA AI.IINIMUMANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY '� 8 -7��•� _. .. .... ...._ ... ADDr(IONAL ANCHOR OPTIONS PROM'rHE ...... ANCHOR CAPACITY TABLE � ----------- --- --- -- --- ---TABLENOTEG'-- ------ i}SE&SHEET i FOR LNSTRUCTIDNS ON USING THE TABLES AND SHE7=T25 FOR INFORM4710N ON LOA MNG4 SEE SHE£T52-4 FOR GENERAL TNSTAliAT10N METHOD S -12b6"-� :•RC:IUCT R511I§LD ------- -- ------ - i mmplymdarilhlheIIlLsida 2}LINEARINTERPOLA-TIONBETWEEN MULL'LEMGI)iSANDIORO?StgNGW(DYK§MALLOWABLE 09i1d'¢rgCod¢ f-IGUREI: Aca1,1¢a-s710(�2t&.03 S}MULLION AND MULLION CUPS SHOWN ARE NOTTO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21 23. E pO9H0n ZO`L( ® ® HOLESTC SE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2516' BY ---- --------____ _ __ FIGURES SHOW SUGGESTED,APPROXIMATE HOL.ELOCATIONS D¢0¢�y0st ANGLE CLIP MLI,STBE USED INPAIRS. .125' tLIIl7// 4}SUBSTRATES:CON C7(CMUJ 14A LCCNF RM TO STMCS 90,WOOD SHA LSEPR AND.GRTRFATL�D__ `�10`.�VNN mil ll�� CONCRETE BLOCKUNfT(CMU}SNA(LCONPoRMTOASTMC30.WOOD3}iALLBEPRE55URETREATED T• - -.� _ YMOWSOUTHERN PINE WITH AN SG OF 0.56.ALUMINUM$HALL BE 605345 AND SEAMINIMUM 05.125* I ��,•'��CEr�SF`• '� -- -- THICKSTEELS7UOSTO SEA MIMMUM GRADE 7]AND.045-THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1R8'X 241'X.12T MULLION : •ii 15AST.125'THICKANDA31ALLANCHORS INTO METAL&FALL EXTEND AT LEAST 3 SCREW THREADSBEYOND (INTEGRAL AN MULLION) =•i<: pp•55705 THE MATERIAL#10&i7i2 ANCHORS INTO WOOD MAY BE STEEL,IB•8 B.S.OR410 S.S. t7�: L y� g�F •.ST` '�.SS1......... ..}qL. A LY�N'M11t�P.E FL P.E. 58705 .ISLE 16A _ mulllon Calm atyTahl9 ald"), S 1x OpD7lingw(d1h((ot�e Ocalftlsparrirg mw 9 ts)orOpoPln¢Haight(i9rholim7Aa9y4apa 7irg t9tc-) e0N SON TO fq wh ODIn 101In 12DIn SIGN gg[ S60h 3yyT�i$' +� RsNnpaer haD76DN. P5xW0Wai 7uNN¢1g. ROeIlfyly 7Y�P•TiIaM- Rtttarod�i Tm710faIg. Peetc7plfar Tr1, Z. Rxemnplt! Skplgten7. Rwrea011x TnplMm�g, RemaDq�lnt 7mp7jden0. RaclGtpity Ttap17114n& >0: 328"�0 I-coIDnB Inodng lmdno 1ma�o0 ID•MO LOcsnB laadne LmQnB L-bem lyadn0 Lkdno LwdnB L"J'a loadM Lmdng L.4m [oxdng Wed.: tiY DEG.ALr r s z Z? r $ s r r a § a 9AYMLILL •- �•� a` ;� s Res aE s` sills'! $a 15� 8 a� � a a �$ �B $ �� 3� � 3� a co - 1 1 1 1 mz - = a r< z � 0 42N 17a0 820 170A 473 f70,0 74/ iTDA 470 570.0 058 17DA NO 17DA 99Z 174.0 819 170.0 1118 170A 521 SIDD L24D IT" all SI60 1489 7)CO a21' "a" S71a 1769 621 119-1 1740 170,0 521 SON 170A 703 77a0 524 1140 aw 170.0 ax VMS D92 ilcc alo (70.0 IIW 170,0 5B1 1TOA =3 PAD d77 17MO 1417 570.0 6W ID22 ibi 170A Oa61 I3D5 ta02 1YDA 4a0 114.2 1522 1760 a60 14,a15N 1T0,0 70 170,p SA /7C0 d98 11701 631 170.0 1043 570.E 654 170A SIBS n0A 723 176E tNff /70.a 747 ISC2 MP 17c.0 766 EU P 170.o 738t 117.A 1u5 17a0 lea I= 1443 17ao 75a � .wa R � dill 170J 7W 1T40 GI2 1704 tSt 174A e91 n0a 11fa no,0 75C ITDA 1276 1T0.6 Sal IM4 Sag I= 537 1".2 1353 17cA aaa L20J tSal RCO i8! it1i1 17A 17C0 881 OQ3 1357 iT0.0 all wL9 p ah SO t3 1YOA m I7a9 7DI 170.5 1D63 170.0 70T 157.0 121a 17D,p 173 14a.1 1218 IXD T44 I= ilia 159.0 sm Na.o 1213 1575 c56 a7A i2ta 1;6] Bf3' WS 1218 f48,1 013 rat CISB 14a.1 gis t=... (C(AA� to a161 i70C OW n0A 745 na.D I118 170,0 D'A 150.1 SlSO 166,8 813 01.4 5560 S6i9 95;illsj& 113D S;(J 508 lo5,! 1150 lug Ea6 674 1im 128.T B71 15.1 1160 1262 a1D 657 1164 12" 870 LU V.In 1704 ON 1ft 152i 100 IMB Olt 170a 1046 14V 554 ti43 INN 133,1 OR 101.E 701E tW MS -M4 Se48 11%8 62 762 101a T08A all 33.3 1DIB IM2 Oil 57.1 16{a 10d3 Zia Z �$ $ 721a f40,a ;; 1117.4 d60 (28,0 74L IMS RM t10.7 734 -Mo 6C0 SDD.O 73 MZ 650 Rzo 71z M4 a8pgd2 707 667 d80 BR 60J ®D 7a,5 ma 4A0 Zo 7&r sea �s J�787D 119,7 7BD 5 119A IM 101.4 a76 53.5 Igo 874 683 T4,5 700 51,9 02 KS lea 78.0 643 ags m 71.7 SAa. S0.0 707 But 874 4ZB 796 Oz.! Big STA 7B0 61,e 6f7 J = ]xN lfae 760 1133 e37 aL7 750 toy a{S 741 755 aSS 612 C12 5 0 7L! 421 Ban T50 70A 612 tGA 73D 657 60a 41.2 750 6" 694 w 760 8a2 066 a4,S 760 66.5 5d8 DO L1 ru am 'f4A 500 $0.1 5e3 820 491 SIX 503 64,E 483 CIA 5W 40y 476 49.1 883 44A 4al am 661 49A 482 3D.0 u 3 OSZ 455 I3.8 D63 37J 445 226 Sal 51.3 u2 Z N •O 0a h 08.4 495 01,1 us 494 445 613 435 to 495 44.6 427 37.1 496 WO 3u i 415 2a7 493 aS2 108 ZA.e 406 2A7 {Do 213 495 28,6 3a4 1A.B 495 23,0. 390 i j w 1Wla 41.7 SOf 4T8 ay3 SiA sg1 3a9 O4II 2xA SDI 3t.! 3(2 75.5 3BS 249 S37 21.a :tQf =3 375 17.4 0041a7 Y7 49 D91 na D!6t1IN SOh sta a87, 035 o20 370 SSA 330 z75 37B 288 D75 24A 210 2" Siff Tat znSII 1a0 S70120N 30A 317 JOA 3e8 23A 317 2dA2Bf21.7 ]y7 74.5 2C0 1gA 317 S7A 1411, na . na 283 U < O O TABLE isE ANCHOR CAPACITYADJUSTfdENPFORMULA: cLY x w Ahctlor Ca ae thhla -••• �"a •� '^•� uM9ate 27x Concieta 33k wee Nauo6 cm Ram eau PTWpd Liolel rom)X/ANCHOR GIP'..,.,,.,\;ANCHOR 3 CAP.„ h $IPSWe 17Y 05 Elea 511B13Do Ll•59 i7w a1ed MULUOK G4n.,�„�J fsehwSy 0N6'floe uNaean 1!•P Eko Ohe4m als EleD llWawn 1r4•EkD omega, Z10%.0 RRshd z81 Appwo uma(e5)semwm 8e (o5S USETHIS FORMULA TO OBTAIN THE-ANCHOR AaeharCOp:?attemff IJ-ur A90RGo1Dr 1Gncaa 0 QA�• CAPACITY REQUiRED-CORRESPONDING ToAN Ehr OPt7naD 1t1 r kvr r slrr -va- 1• 2-trr r 2•ttr r 3.va- 2• oAa� � embodnmt 9nk tau• tart• i414• 1.3µ• r 1.1H• t 1.114• IK Itof 1NS` H1l• r f44C ;1.NC wnw ACTUAL PRESSURE REAUIREMENTFORTHE 2l6AT0 IA0Tf 1p.Yk 390141 39olne 45QM ON 17C01ee 276IM 2001w 3541Da Mafot 3T4 Ci T20 mx 9SC W1 3/t Qa i/z IOD Seemx OPENING,WHEN MIS l-OWERTHAN 77.1E MULUON 4 ®3S -ac;lma6a m O'GwrFIv.27, 7a9en Te056: 7ooma IB70fbx 25251Dx 540In1 5601M wa 112o1ns ream emlox 1e�1tc 6d2^..-. off I12o1a4 CAPACITY(FROM THE TABLE)OF;HE SELECTED 5Mc!'nrcA27rHln.oa72)243 argI015tc rfRa.ak 1SSOAx tt70161 -B781b--zH6les=- au__wa e4a m4 iCSg ra+ wa »z9ms wA m22n6 t3v rw rtma ml MULLION.R•WH.L YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO OUALW ----ADDI IONALANCHOR OP-TIONS,2ROMZHE FIGURE I- ANCHOR CAPACITYTASL`c - 7ABL8 N07ES eemply7ne Dl701 IDe Flutt 7a 3a7dmg Cade L��Lt i)SEE3HEETyFORINS'TRUOTIODISONUSINGTHETASLES AND NSti�T25FOR iNFORMA"RON ON LOADING. A<oDolDo6cTlo S•D� - o D �rl ZDI" S�SHEETS 2.4 FOR GENERAL MSTALIATlDN METHODS. ' FIGURES - -- )V k TE OlA7lON_BETWEEN MULL LENGTHS ANDIOROPE4ING WIDTHS IS ALLOWABLE Mt_a2s°- o e MULLICN AND CLIPS SHOWN AR INGDIMENSIONAL RSXNCTIONSS OWNCNSHE T53S-Y,55:- ----- - - -- - - __ ��1 VIM.. HDLE970 BEDRJLLEO N 7HEPIELD FOLLOWING DiMENSIONALRESTR1CRONSSHOWN ON SN � FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 21 ��'J01 - iC 1,811 BSTlDATES:CONCRETE SHALL CONFORM TO Aq 301 SPEgFICA7IONS HOLLOW ANO GROUT Fi[!ED 3�0` T gib,58'105 FlGlD3E 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C.90,WOOD SHAU.BE PRES4URE•7REAT"cD: 0 0 o e YELLOW SOUT'HERNPfNSWr7HANSGOF0.S5.ALVMINUMSWUSL-6053-75ANDBEAMu4mM OF.125- _ THICK STEEL S7UII57'O SEA MINIMUM GRADEZANDA45 B GALI•TNICK(SGE).S'YRUCTURALSTEELTO8EAT _ J!)J I u' LEAST.125'THICK AND A3S-ALL ANCHORS INTO METALSHALLECTNDA7LI=ASTBSCREWTHREAOSBE a0•BAY YOND MUtL1ON %3�•' `iSF� ' � e THE MATERY+I_'910 S 012 ANCHORS INTO WOOD MAY Be STEEL.16.3 SS.OR410 S.S. F-IO �(7 ��n`�•..FLORLOP,•'(J�f ANGLE CUP(FIGURES 1-3)MUST BE USED INPAIRS. J�`�jj�lpldl\4. ��•�; A,L1j7 ilJ MiL2lLR,P.1: FL F.E#55705 I _ j � I > MuIII-encttl �o w F.. $ 8 !r p m C 5 H 5 ggC 9 d p 5 S 5 S n G u C G C H a 5 S; o e D g o '^ V !OM(RACePngH 6 0 o S1 b n . .S a Nu00n mp-et} 1 a M - negbog@�mpt 6So I u g 3: q g ✓3 �p !g m X g : },tdtoncap.A7 x b V b 5 •o g 'b � ''e @WfM1� u�. . maw & m � � oaa8 "`plya` Hg u w � 43 B�'4s y � � b b b � � � � w o � o o $ •e b @�olcoP°aN �5• P a g UI a A g 0 v 4R i � a R wwa 7 s m:3�r rnyN Uo �`vl z F s' � � � a dui � � a � nturwnc.puM � a � �+ >'• .�i Vi � o is ¢e v o t'�IP•p �w r—w4H oo n 'o a2;,z CF I p N g .R n a d = & Et ?9 a bdim GWCW vyi 0n mks �z Y s~S o 4 0 b r o b tedtW Gg gW 11 � m o z�mm. mx� o� zy� ab 4<' �— F vaoaaag �dP'� 5 �p RJ bJ Z° R y y b .pI do aoyooz of i z m ({ a Y+U� `Sill � Q�m�+W z 5 Alt g $ s Pa fs� a g ie sawn o e p t i °bbW_ S2y y oytg Q� U "p' k s $ b G 6 e o p "plary Ea e o 2 N p b 6 4 g q0 F; cbofW o2zinIfrUS R.� v w m g 7L 3 7 "� H t��s t °z fmvn r� X i iS B Yt a m4mcp.* g T �� ! a 7. g >k rn r 1 im '��Ym4 ' ti 4 w 6� b 3 A PbA�CP.�tlYa TfA to-7:. � 9J N 1 N! d g .. �m`7 o L+NI.. � �. a:� MNacep.dtJ � vy-yl W � ��.t3�'�io •' R+palmd@bsS- .. L E Ali 4 % A Vffm fa�dp+dty. .g , � Pmt 9 a g a SO nwnadpaari s Qtw(W z�o"cavgw b x k ^ ol, � gig d f q nogai" . xoE � Dy a" C� 0 0.�n{f O��r.0 2 X �'� O I DZD3��p�E.�[� I y z a �s z�, � 14 Z4 C 9 b d b @6.7dW�A+IY 13 D�• �I71�-I _ N$'gp..l�tTiiY � b� 'l o o 'YCq mpg 3 u"Em�A IF 0z e `I,IIIM[foo, �iZeRa ,LN... J �IMPAC45j"Ia -4 o SRTESE-BNATY AMLUUL LINSPECS U Bi MULtiONS Vaal, c.�atvuo. sn=+c A o�a N/A cbe lxder. 6300�JR N Oor 2 T K va EpptO��cNasE ��+''dcijftltlt��l Nli! R R(�SOWSKI +06/Z8 1 >u B ft W$ J RZ7SOWS(Q 70110114 NEW MULLS TO SHEETSET mcEnr oPAUIIU/'6YeefLUN�27d a M-faon'H Ft.25D•-i - 425- C 2750• T .its 3.t23 I.125 var T tt .125 12S .'I2$" I 2 ooh' 2a00, x ti6• Ab5• .'L'.=mm F •r•.12a' L 37.5 -3-7�•7 ` ST00' 1 � I 7 900' T O Ui 1•X2'X'.126•M�tULLSOM '1••X2•X.378•MULLION 1'X2T6'X.376'MULUOR TX Z.75'X.850'MULLION T'X9;125,'X.5•MULLION 125'X9.iwx�25VMULLION '1.2vx411•X.im3 MULLION �,� D06347 -T6.ALlIkL SM348AUM '80M-T6 ALUM. e0D3-T6 AlUM. '00.83•TB AIUhL 606yT6 ALUM. 60D3-TOALLM. XSEDJI6N n3ECTI0N Yi$ECT10N XSECTION X 6EOT10N XSECTION W y c 6 O � Z M � f--125' to TI TABLE A I' 'S7ANDARGCGP 2XSANGLECLIP mme7ie[on value'n F.dTlKo loi:. ? � 606�-;T6ALIIM. 6063 T6 ALUM. •�) g 2.000' I X5>=CTION I z12s" U-CLIP 2.a0D• xsECnoty - A 1.= Q Y z i l 668,TBAu1lL rX2•X.125' q r r .125• Xswmm I 123' B 2854 Aluminum V 7^ L g a .725rJ D Q74DCD Abe Mullion Q 3Z o 74U�- - A 1.126.. 1� 2, � Z \\\ X X 3!5 B 2.404 Alum aum 6540' CvrHI tET0, 37S •g t'"'--SAO C •0.695 Tube mulfldn V TEF•UVP17`4 M6�1. .37S'MPL D 0.490' q O O MM. DE(AILP.SH6E7d _ N •.338'M1N. A 1.876 ¢O L_ �..��J '•I. •i_______� A I• U•OUP A H _- -- .i 1'X27S'X `e-, 0=TAAWM. - - USANdLECUP C 0.757 .37SAIUH,um TOPVmW BOD9•TSALUM. II 1.1is Tube MuT rf �� TOPMEW• 4 -STPNOAR])CUP CEMFROFANCNOR HOLE 7dUSTUE4VlitibY7HE E .45D Min-. '6063T6-ALUM. DA6HEA 11OUNDARY.SEE SHES S5 47 FOR THE 'GEIJTEEC9FRNCtIORNOLEMUST,L,IE TOFMEW CENTEROFAMCHOR. 'AN,CHOFLO.C,➢LST•ANCEM=MUMANCHOR .A 1.W2 1'X2T5'X WfiieJ:THEDASHED,BOUNDARY.SEE HOLEMI3'P,LIE HOLE D1AMEtER:ANCHORDIAMETFR�1116-, B' 3.000 650' SHEETS 5-1 fORTNE'ANCHORO:Q 'N[IHir1'MEDAS`FfrD: - OISTANCEFWCSMUMANC}gRHOLE;- ------BOUNDARY.&JU 0.476 .AIIALIInum DIpMfiTETt'ANCHDR'OIANtEfER't TI1S. SHEETS5.IT,EORTHE TABLE 6 - O 0:935. Tab6'MuMon. d(NCHOR O.C. O)STANCE,W.WVM PGT FaTtR - A -2.DDD ---- .6;50q, ANCHORHOU4 Mull Dimens(onphaetii) B 2837 i'X3.115"X meompiy7a6•ti1h9oFlatdi'a -- •tNAldElFRANCHOR MulgO➢ Std,CII •CwtCup :U-Clip Angle Clip Xv AIUui Buadiig Code 37s LiW. 01ANIETER+:11f0:. c 0,8a3 Leo!.o2J$,Ds 1°X2'X.126 SEWS 556113M• 6661118M S.SR43M a665]il4S Tube Mull Acapw x.1 Mu'I• \ �' Or 'iti37 4,1W Dzle tJD21 ------_r-„----�___� 'XrX.378''L6), 8ma. fi66t1 _ 6661i19M ssumM 866512M A 2X25 -- -I- I i"X276"K,375"(n 6a607 666]t5M B661120M 666245M 668579M B 3; 125'X�168' e4r4daa t -L-- -- _ _ %2§5 Alum 1'X3.125 X S00{(3) 66G47M 5681t16M 6617]4M 6682A2M -66BS15M - D 7,76 -7uba MOIL - al'NN - I 1 I I 5.28•X211"X S•Z' ''GENSS �' .= 1.25X3:188"X265!02) 66841M 668i117M 66611t3}d 66624]N1 6665161Gl A 1.818 12i'AIUm � : r! ].2a"XR17"X.125'{]s) 69370- 141A WA I N1A 666517M. Tuhe Mull' _C i:: No.SBTo9 1 = lK OFFSET CLIP NOTES: LrUy .126 r TOPNEW -1)HOLESX"EDRILLEDIN THE EH5LDFOtLOWING1)(MEN5IONALROTR1CTIONS SPAN ONTHISSHEET. .740-F-4- OAS`'-•..!10R10A•'.�� '2),6EE••sHEEe5 .2oFO[LSUGGESTBD,APPROXIMATEHOLELOCAnONS6ANCH C.ORO. DISTANCE 1'�r�� S'SEESHEETS24FORGENERALINSTALLATIONMETHODS. A F'LPEMS 5 '•0831 .385 -.S. �.125, 7+•a7r 43S O �.. .438 LVD63MAJUM 400• •126•STANDMO,GUP)00• .4;000 z:ew . 2000• 2XSANrU!'CUP EN U•CL1P 1 eoos•Tsxum. X-s> 11CN ;•17$' H .12S .Y25•' .t25' X55CTI0)4 CD .m N 1- .031 .125'� O e s U) •� CENTER OF ANCHORHOLE MUST US-WITFdN THE W .125 4-1t5 J, �' DASHB)BOUNDARY.SEE'SHEEM-SMFORTHE' S 5' ANCHOR O.G.DISTANCE.MAX7Mu.MANCHOR- _ Of co HOLE WAMETEiS:iWCHOR➢IAMETER•+1/16•_ LU T'X.4'X.423•� t•xa•X:3TS� t'XrX;37S"� ,800` .m W o }- ' MUCUON• MULLION 'i MULLION .375a0n• b0MULL3 '$0e0:76AL1JM. .eWs-TBAWhL .376` 3:i?5"-'---'-{_cR HEREF•ttOP.SEE MN. ...t X•SECTION XSEOTiON' XSECIfON MIN j OE7AIL•F.SHEET4 zzy �-;r .:;-•------� + `�.._.,i- Cc?1Tc'FLOF ;-.,_��_._. ._•_ '-'-'t .37s•' �g � ��i I I I t I ANCHOOOLF. t I lrlll4. 7 0 Z .250' MUSTLIE WITHIN I I J R 1 1 l Il THE DASHED` I I i i F EOUNDAI SEE. Z87g•E .I --- I I �' 3 ANCHOR 0.0. F.. 10 ,p 3:9'4• I i i i F ` MAXIMUM' I I Z-ANCHORHOLE - _a.r OL4heE7F3b I I. W O Y52 to �i_ -----i l DIAMETER r 71161. a � Q O XG ANGLE CLIP zm0 s0 ,1U0' • '.6 41 STANDARD CLIP U-GUP 8063-T6ALUM, E�°.[L' -�• •-'J" ZMIN:rNE TEROF ANCL,OR HOLEMUSTUE •W63•TSALUM. 0053TOALUNL TCFV[EW.620'J•�•- ^•^I:920.F'- DASHEfl'Q.DUNDARY.$'cE TOPVIEVI TOPVIEW . L25•za25•X.itlp ',.25'xxzrx.avl' 1.ZS�fOAa,�x.5.44+ SHSElS520F0R7HEANCHOR0.C. TABYEC TABLE.C;CONT: MISLLION_ 'T.ILILWN MERLON D$TANCE.MAXIMUM ANCHORHOIE OIrdonalen Veldd:(In)For MWllott: DIMenslen Value Sn]Far•Mvilt°n: 8p05-TSALuk swsS ALUM. 6CG.rrTSJSUhI DWMETE1i:ANGHORD1ANElEfiat116'- X.4EOT]ON %SEC7iDN XSFG7101J 3.687 4.X F 0.939. ' G' �1000 .125' G tlSOa XSZ4' --- -_ mes' SS00•----^� H 2880 Abdmum H Luflon =o AWmBwm I"mbinom - - ----- --- 375• F 3Y87. 1'X4• F 2B25 7.7SX3:BC(III•'-1.3�T1+�� :126' 1:877" - --------G--k757--.3751 -- G 1.126 _ r.M.- - ---- 4�' •.�----- r__'�•� I �.,___�.� H 2Q30.. - 1 t t I 3 Yuhd& I SZSD Tube Mullion o:=-plyingwph he Flmido F 22M i.W=25' F Es a .OO:So.MAI 1WW!a,8 Coda { I I I l 1 I G IL760 X.100• F 2b76 '45'8o Mun A, -'•10 10-0215.03 .125' . t I I i i H 1:500 itlundnurrm pEM15 Drne• 2021 12S" 45' 2.250' i I t i 3750 7utiet1�8on D _--- _ -- _-- _ r t H• I M7ian,Did., dud -I- TAM E BLE D M 1 3S44SeAYULUON . 3250'- E----1- I t 0o'SAIIMlALION I 8069.76ALUM. I �......_-�._�• lI L. ___;-- - ----MuDOlmendon- PGTPatL'8 ��t �.l'HN E00.1T.BAWM.' [: X=SEG.T'7ON' Munlen SW.CI[p OMetCItp "Itp' A±10[o C[fP 0 ........,; �i XSECTIDN 1 ('S\ OFFS_T CUP1'X4'XAW[t%' -6938d• MM11M 886'1122A SPE241M M51SM y'��.''Y,1GfiHSJ: '•.�.I i .,. .t I .1?5'• I `SJ e083•TBAWM. TX4•X-M-01] '66610 646112M W1123M 66M42M. ONS19M .22T •981`� 7�• TOPVIEW Y'X4'X.377'r(t1) Wn 666L72M t3MWMj SM242M :606519M �' No.5a705. -NOTES, Y.?S X6,25 X.10003) 20100 6661127M 868112dM 6862d10M 80661ism - . 1 -,w` 1]}{p[ES T0.9EORILLECI W T1iEF1ELD OILOWWG DIMENStONALRE5TR101 fONS'GIVFN ON7HIS'8HEE7 J.25-xZw-X-sW(14)1 Za161: .eaS1126M OMI=M 6682a11M'6685t16M �•9 : 1.2S'X3.84'X.024'(15) 29182 0881117M 6BMI129M .868241M UMi7M. ��"•. 2)SEE•SHEETS S20 FOR SUGGEST°"0,'APPRQXIMATEHOLELC=mONS: 3a DepRe(i9p EEs19 t91A NSA NIA •:swioM , 45Dcyroo�,120) 86850 WA tVA RA GMSI11M /�0s J)•�U L`C` 8)SFS:SHEECS'2.4 FOR GENERAL INSTALLATION McXbM A:LKNN•�(Ir FL P.P. 58705 iABLEE Y Mull Wine PaTParf0 4 £ m ad a (Sheet hluMon W.Clip U-Clip Angle Clip Il 'i F-.125• rr''e rX4'X.25'(IS)j 86802 1 666281M 65627SM 666S1 T2M r Yt 2'XB'X.25'(17) 6660d 666252M 686272M "T13M 1 STANtlNiDCLIP I U•CLIP I 2XSANGLECUP �do i e 2000• I 6 "T6 ALUM 2 , { 6063•T6ALUM 5083T8 ALUM ND ,� ll XSECTfON I X-SECTION 2DOW XSECTION 1)HOLES TO BE DRILLED[N TH8 FIELD FOLLOWING 1 .125' .125' w DIMENSIONAL RESTRIGT[OMS GIVEN ON THIS SHEET. f T ',� Z �n •m [1 7a SEE SHEETS 5,20 FOR SUGGEST13)v APPROXIMATE I I �--1 q90'�-i f O HOLE LoaATtoNs 3)SEE SHEETS 2.4 FOP GENERAL INSTALLATION METHOD& SS00' CUTHERETO () 3i 07 2.000' 3500' CRERTEF-CLIP, 6.000' 37S' W O O .376" '[ r�6Efi DErALFi ^� rY .375' MK m z M F MSN. SHEEf4 MIN. O u, y ------- 1 1 1 I bona• I I 1 � ' I ¢ -� ZSD' 2'X d`X 25' -i�'_ - - ---.•t- 3.438• E + 3.438' MULLION i I I 3AW O 6083T6 ALUM. I I � 1 1•- Z Z•m a X•SECTION ; I I I ; ,375' U) z ao gr i — o ' L -_ --'^-_ -------- ..- -.. L- --___ -_- _1 MlN• Ul O - L.. STANDARD CCIP Ltcu go ALUM. WAHOLEO11P CENTER OFANCHOR HOLE MUSTUE 8063-T6 ALUM S r 4'MULUON }L2T1 CEh7ER OF ANCHOR HOLE MUST LIE 6063•TSALLM. -WTTHRLTHE DASNE0 BOUNDARY_SEE TOPYIEW TOPVIEW WttHIN7H6 DASHED 86UNOARY.SEE TOPVIEW O. m� SNEET35.20FORT)ZANCFIOR0.C. SHEET M FOR THE ANCHOR or_, m DISTANCE.MAXIMUM ANCHOR HOW CENTdR OF ANCHOR HOLEMUST LIE DIS[ANCB MAXIMUM ANCHOR HOLE ��5 DIAMETmANCHOR DIAMETERaiH6'. wn*Hw THE DASHED 80UNOARY.SEE DIXAETER:ANCHORDIAmimR 4.1117, SHEETS 8.20FOR THEANCHOR O.C. SS00• DISTANCE-MAXIMUM ANCHOR HOLE CUT HERETO DIAMETER:ANCHOR DIAMETER•1118. 2000• GREr.Y6mp, 5.000 MIEN F r_sEE SNEEr4�P MIN. ~— --37S MIN. !•RCDUCT RCVISGD I acampl7inblriOt Q+a Flmit's -____ __- I 1 k,1&-08TBIOS I i fi �m4on•T3xto 20'F7 250= 6A00• rt -�-•.-.- —1-- -_�f. 4.686' t 6,d3S' ---- -I I 1i}il lllfl 5.435_ rxs'xss � I i ' � i :`Q�t�:••�>oENSF-'•�FP�: -- 608�ON ALUM. XSECiION i I ; 1 ; i ; No. 870� L________--_- MIN. - A0.� ---------- v L,- - =j,•• S'I C OF STANDARD CLIP U•CUP 2XS ANGLE CLIP Ie�tc,'•rCD�m=:••'Gam: ,250• 0003-TB ALUM. 6063-T6 ALUM. 8053-T6 ALUM r,L��SJ ��` ,• Tor maw .._....._.0 - n .A•.1F O .SHEET IY TOMEW 111 ONF�I_ }� OPvtEw A.LIVIf1.1�v1�LLEfi PE i FL P.E. 58705 1 PLE NGLS CAL MULfJON� THEBUXDWGSIJBSTRATE ISXNOWRTO`W.%YOOD ON ALL FOURsIDE5.THE.WWDOWFRAME DEPTH IS 2-114•.7HE OPENR:GREQU(RFSA DESIGN PRESSURECP+6.O.Ob8M0PSF• _ J✓I I 1 NOANCHORStom 1)NTIALLYASSUMWGTHATAI"YJIDEMULUCN.M'SURABtL,THEMUwON LENGTH t57T ANo ri{E OPENING,WIDT}{IS SY+32vt•=55+;{tl:rERENgNGsi'IEET25,THECOLUMNUSMG ° A•^. RECTAMGULARLOADINGMUSTBEUSEI.SCANT}IEMULUONTABLESFORAhILU(ONTHATtSATLEASfTREWt DOWFRAMEDEPTHOFZ1(d•AND'WRLMEEf OREXCEEUYHEREQUIRED DESIGN PRESSURE OF+mxt•60.D•PSF.IFTHETABL•E'DOES NOT SHOWTHE EXACT SIZE,USE THE NEXTLARGER.SIZEAVAILABLE SEE. FiROMTABLE 3A,SHEET 7,ZHE1"X2.7SX.Z73'MU=N(LENGTH-72.OPENING W1OTH-701)mEETS7HE DEPTH.REQUIREb;HOWEVERTHEDS*dN•PRESSURAjS{F68.3 PSFAND WOULD it ° P4 V MOH 4411 NOT•f3ESULTABLEFCRTHISJIPPIJCATIDN, Qp .APRROVA,— za . "4 .FRIOMTl31.E40.SHEET'$7FiE 1�X27Sk:S80'tAULLION(I.ENGTti=7T,OPENING WtDT11=70'}HAS'AOESIGN PRFSSIiRL°OF+J-72YpSFW}IICH EXCEEDSTHER'cQUWEMENIS FORT4{E �� c' 44 .OPENING ANa faAY.BEUS�D INTHiSJ(RPIJCA710N'NOTETHEAticHOR CAPACITY REOVIRED of 67eLB5. 7T N • •LEA�071fN 2),us ABLE 4BTO FWDYHEANCi{ORTV� ANCHOR QUANTRYANO CUpTYpEREQUIRED FORTHEW00D SUBSTRATE.90TH THE S'I•ANDARD CUP NIITH'(4)'Vj2AHCHORSANO-JSHSZ5F- SEE4 MGLECL1PSYl'•ITH:(4):12ANCHOM-HAVEACAPAcITywsoBLBS.TKOUGH.EneRCNE"COULD BE USED.THESTANDARACL1PisMIERTOWSTALL z �N¢ LLwl 3)VERIFYTHE DESIGN'PRESSURE OF:THEFENESTRATiON PRODUCTS USED WITH THIS WAIJONSYSTEM,71M LOWER DE51GN PRESSURE,DFMI11LtONSORFENESTRJff[OT7PRODUCTS,WILL O f- SKErs APPLYTD THE OVERALLASSEMBLY,FINAL,DESIGN PRESSURE REQUIRES THATTHEBOTH THE MUUJON401D THE FENESTRATION P.RODUCTBBWSTALLED IKACCORDANCEWTTHTHE LLwi Z3 INSTALLATION SPECIFICATIONS INTO RESPECWESUBSTRATESAND FENESTRATION PRODUCTS TO MULLION: 7 a r \, INTHISEXAMPLE,THEOESIGN-PRESSUREREOUSMWAS*1R0.0.PSF.THEOVERALLMULUONSYSTEMWA50ETERMINEDT08H72.TPSFVMHAN'ANOHORCAPACITYOP638LBS.ALTERNAT{VEL`%, 'UI L:J1.14fC01QfWIt4WIIt0 k1 .TNgANCHOlt.CAPAUrr ADJi)MW NTFORMUL'VCOULDMVE BEENUSMTOCALCIJATETHEANCHDROVAC17YREQUMr:DFOR7}IEVAPrDESIGNPRgSSUREOF6oPSF: �� (60 P$F)X.(�8 Las n'6?R,SLBS (MAYBE USED TOAUALIFY1110 STEELSCREfJS FROM TABLE4B)' ~ J \ PENING 727.PSF' � m � TH£BUILDiNG sti1WTRATEIS KNOWN TO BE CMU ONTME"as AND USES A CONCRETE HEAOFRAND SILL,THE.WWDOW FRAMEDEPTH IS ZZW.T(1E OPENING REQUIRES A �$L1 1GNARESSURE,OF+SO,UI�55q.a PSF. S Z FORSREVERIICALMULUONi�\R(yR }Z- �1)1NITIALLYASSUMINGTHAT.A1'WIDE MULLION IS SUITABLE,THE MILLION LENGTH IS 3T+72+1'=105'AND7HE OPENING WIDTH IS 38''t36;+1`rf3S'REFERENGWGSHMI 25, ¢ 2 W 0 THBCOUJMNUSING REGTANGULARLOAOWG SHALL BE USED.SCANTHE MULLIO.NTABLES FOR AMLILUONTHAT.IS ATLEwTHE WINDOWIF EDEPTFl OF2:7id'ANO VNU. y y4 a0 ,.. i ETOREXCEED THE•REQURREDDESiT'd4 PRE33UREOF+50.0f4bA PSF.IFTHETABLs DOES NCTS}LOWTHEEX,W.S=USETfCNE)UWrl-;RSQEAVARABLF- FxAMPLE2:MUL'TIPLEM000DIJS t,NLLW�TR FROMTABLE3A.SHEFTT,T}RE1:X27SX 37S MUwON(LENGTH'=108`,OPENING Wff3n1=RIOT ME'ETSTHE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS oF15.1 PSF `Z Y . '�jr AND WOULD NOT BE SUITABLE FOR TH is AFpucAm ON. N v3 y FRQMTlAME'l2A,SHEET10.7HE2•X4'X25b'MULLION(LENGTH=i09:OPENING WIDTH=90-1WA DESIGN PRESSURE OF+AS4XPSFNMICH EXCEEDS THE REOUOWMEN7S < O O •s8E ;IORTHEgpENLNGANO'MAY6EUSED WTNIS'APPLICATION.NO7ETHEANCNt]ft'CAPACITY REQl11REDOF97.1 LSSi n• m0�Q DETAILS,. fL 07 FPNFbZNA7IDN' s Ts BECAUSEITiSNOW KNOWN THATTHEMULUON?MLLADD2"TOTiiEVJI13THOF7HEMULLED.L113T,THEADJUSTED,OREMNGWIDTHi536'F36'+2--74",NOI73'ASPREVIOUSLY &�p� PRDDDLTS, as ASSUMED-VERIFYTHATTHE DESIGN PRESSURE IS STILLAPPLIcABLE FORTHE•hDJUSTED OPENING.AL3'ERNATNELY,THE WINDOW WIDTHS MAY BE REDUCED TO MNNTAIN APPAO✓AL TH673',DIMENSION(35:1&WL,12'+2t73'} r �' I 2)USETABLE 12B-TO FIND THEANCHORT•YFE,ANCHOR QVANTTTYAND CUP TYPE REQUIRED FOR THE CONCRTrIE506SDIATE IN THIS MMPLE,.ASSUMETHE POURED 1 CONCRETEHFADER-AFID.SIL•L•ARE.B'WIDE iFTHE MULLION CLIP WERETO BE CENTERECr WRHIN THE.8},CAREMUST BEYAKENTO I wNTAiN THE KASTENER'S EDGE DISTANCE, �ILN� '� USING THE STANDARO CLIPWL1}L'(6)2116-ULTmc.ON'AxCHORSATAN EDGE DI6TANCEOF2•Srl GNESANANCHORCAPAlnYt)Fi050L6SlNHICH IS:GREATER..,AND- LeN6Tit �.sEs, J SE THERE=ORESLJITABLE,FORTHEREQUIREDAHCHORCAPACLT•YOF971 LBS. DETADS, DETNL E, --OPERtNG---SH -SH4kT5 FORTHE HOR¢ONrAL MULLLONS FOR N BECAUSETHEVF7inCAL M1JCLWILL BE AR.'X4'X250'MULLIONTINTHM-EXAMFLEWCWILL-MATCH7HEHORMONTALANDVERnCALMUwOxS,ALTERNA'TNELY.AN_oTt!R _ FOR MULLI-NTYPE COULD eE CHOSE}L NOR>ON 7 PRODUCTREVISBO 11THEMULUON LENGTH 1836'ANDTHE OPENING HEIGHT IS32+72'+V=1Q6•.Re'FEMCING'SHEET25,THECOLUMNUSWGTRAPEMItIXJMMGCRARLOADWG MAY BE zxL m +*?4hmdplmft 'USED:FROWTABLEI2A.SHeMS,THE TX4"X2S0'MULLION•tg LENGTH=d2'.OPENING HHGHP=12n-HASA DESIGN PRESSURE OF+id70.0'PSFWHICH EXCEEDSTHE hB,cDR I6"02T$.sa3 REQUIREMEI)'I:S:FOR,THEOPENIN3 AND MAY BE USED W THIS APPLICAMM NOTE THEANcHoR CAPActTY RECVIRED'OFSZI LBS. CwAts. 12)USE TABL028TO FINOTHFANCHORTYPB,ANOHOR QUANTITY AND CLJPTyPE REQUIRED FOR'MCM SUBSTRATE IN_THIS;(AMPLEASSUMETHE CMU JAMBS AAEB•' B Y. -_- _ m193aTs WIDE,IFTHE.MUUJON OUP W6RE7613E'CPNfERED WITHWTHS 6',CARE MUST BETAKEN TO MAM7AI4THEFASTENEI'SEDGEDISTANCE.USINGTHE2X5 ANGLECLIPS VM d6? 'A - -- - - -- -------L43 MW UUFACONANCHORS ATAN EDGEDISrANCE OF I'GNESAN ANCHOR CAPACITY OF540 Les WHICHIS"GREAT%ANOTHERWONE"SLIITABL$FCRTHE REQUIRED .tiIII IAr ANCHOROAPACCTYOF521LBS— - - �t y%NUNM 36•,KOIVG �33!;1)ofDZ ) Lf]iG1H ANLLLEN¢TB 4 FOR'THE.V•CUP:WTHFiHORiTANTAL.MULLIONTOVEKTiCALMUU;ION,U5E7HESAMEANCNORCAPACITYOF621,LBS:TABI£128FOATHEULIPSHCSN5,7HEANCHOR N. �,CGNS�c•'•.C/�1 .CAPACITYW1074LasINHENUS1NG13ANCHMS,WHICH18GREATER;ANDIMEFCREsUTTABLE,FOR7NE�REQUIREDANCHORCAPACRYREQUIREMENTOF$21LJ35.TNE ` PENINGYYNL'H FORYERJIGLNULL AMCHOR.T,YPEiSA:M2STEH.SCREW, No.64705 FRDMTHE:ABOVESTEr OUR'MULLIONDESIGNPRESSUREIS: i I +1-64,7PSEFROMTHF VEf:2nCAL MuwOx;. �S l'� '!L� +7-1TOAPSFFRQMTHE38'HORIZONTALMULUONA7TAcHINGTOCMU; L wu H,-170:O.pSF.FRoATHE36`HORIZONTAL'•MULUONATTACHWGTO.THEVMI CALMULUONONTERS•"CNONy ;d g•(•q _ � •. THE,LAWEsTDB,SfGRPRk'SSUFiEIS+f•84'.T:PSFANDWOIA.D-APPLY.70A1'C`f}FT1.9E•}hU[1I0N5, ��fi'•.,tLO1,tl0 �j�': VERIFYTHED£SIGNPRESSUREOFTHEFENFSZRATLONPRCDUCTSUSIDWff rmsMU—NSY5TEM.THELQWr71,.DESLGNPRESSVRE,OFMULLLONS:ORFENESTRATION �R�sSI4NnL��, PRODUCTS,WLL-APPLY TOTHE•QVER7UJ,ASSEMBLY,FINAL OBSIGN PRESSURE REQUIRES THATTHE BOTH THE MUUJONANO THE FENESTRATION pf}ODUCJ BE¢JSTAIJ.ED LN A.4YNN•MIIfILf.)R,'P.E. 'ACCORDANCE WITHTKF rNSTALLATION SPE21FICATIONSWTO RESFWnVE SUSSTRATESANOFENESTRAMON FRODUC18.Tb'MUUJON, FL P.E.N 68705 EXAMPLES OFR°..CT GULARLOAOINGI B%AMPL93 OFTRAPEZOIDAVfRIANGULARLAAOINO•. Iw •. • � PW 'PW PW I aY >` ��N�a SHIOH )DH SHIDH sH1DH PW PW 03 vi LOADING ' � � Or LOADMGOFVER7tO MULLION L i 00 SILLOFWINDOWSHOTA11di0RED -. .'AM fN,TERSECTING HCRiZONYAL MULLIONS I �••-:•^-•:��t�r_- r / m �J HIxcED � � LOADING OFVERnCALMUWCN yg PW I LOADING OF HORIZONTAL MULLION = U, �Z I LOADINGOFHORRANTALMULUON C PW d a. o I PY1 E Z FW � N SHlDH SHIOH SHIDH SH16H Q,0 O O uZAoo LOADINGOFVER710ALMl)WON LOADING OF HORIZONTAL MULLION /• i� Q� SILL OF WINDOWS NOT ANCHORED WITHDTTERSECTINGVIRFMCALMULLION PW PW HR 1 1 LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORRONTALMULUON LOADINGOFHOR=NTAL --- -- I MULUOx F HINGED DOOR Pw PW 1)DRAWINGSARE Daildm¢Code I I RERESENTATiONS OFTYFIG41. narluanm No p I PW CONFIGURATIONS. 1mll Dale 202 I pW CONFIGURATION NOT SHO\AW MAY 6E EXTRAPOIATED FROM 9y D THOSE SHOWN. t --- -— — -- --- —— —;-- ----- - - - --- -- `—- - --2 IF-THE.LOADMG-TYPE . / PW HE DE'TERMMED.USE `��.�., ......... PW PW RECT•ANGULARLOADING. ` ti:'LtGFaiSE•''..� ._ I 1 3)SEE PRODUCTS'APPROVALFOR Z•I� No.A0705 J_ ACTUALANCHORLOCA710N5. LOADING OFVERTICALMULU LU ON. LOADNGOFVMrr=LMUON PANELOFHMGEDDOORISHOTCAFTUREDORANCHORED WITH INTERSECTINGHORIZONTALMULLIONS j SGD g'''COF :•V: LOADING OFV@R'f1CAL LOADING OF HORIZONTAL S '•tea'` I MULLION MULLION A. .E.—# 6 FL F 58705