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Home My WebLink AboutProduct Approval (3) OCT 7 F '20i% PFR"VII-ri, - MIAMI-l7ADE Sr. L licie(_runty, INDAMI-DADS COUNTY 1 , PRODUCT CONTROL SECTION DEIPARTNIENT OF REGULATORY AND ECONOMIC RESOURCES MR) 11805 SW 26 Strect,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T $6) 15.259'0 F(786)315-2599 NOTICE OF A CCEPTA1�5m I� •�v.miamidade.govleconomy �0 PGT Industries,Inc. 1070 Technolo"Ove I LC North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ)lunty) This NOA shall not.be vaafter the expiration-date stated below.The Miami-Dade County Product Control- Section(In Miami-Dada aad/or the AHJ (in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this.product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami--Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This .product is approved as described herein, and has been designed to comply with the Florida Building Code,including the'High Velocity Hurricane Zone.- DESCRIPTION: Series 11PGT"Clipped Extruded Aluminum Tube Mullion--L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Lnpact Resistant Aluminum Tube Mullions", sheets 1 through* 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E,, bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMIPIATION of this NOA will occur after tho-expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product'or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety, INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and rehetvs NOA#14-1105.01. and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 16-0218.03 MIAMI-DADS COUNTY Expiration Date: May 26,2021 - jf IT Approval Date:April 14 2016 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitter/under NOA No. 10-08.19.0 2. Drawing No.'fi300JR, titled "Impact-Resistant Aluminum `Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on. 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3), -Water Resistance Test, per FBC,TAS.202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed ,and,scaied byMarlin D.Brinson,P.E. (Submitted under NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 5th Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. Manae a ez,P:E. Product Cont.ol. aminer. NOA N . 6-0218.03 Expiration Date: May-26,2021 Approval-Date:April 14 2016 E-1 PGT Industries,Inc. n NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5"' Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by man rfactit er,signed acid sealed by AtlthohyLyno°Iviiller,RE. G. OTHERS 1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 02/12/15 and expiring on 05/26/16. Manuel ,P.E. Product Contr1 E miner NOA No. -0218.03 Expiration Date: May 26,2021 Approval Date: April 14 2016 E-2 SUITABLE FOR ALL LOCATIONS REQUIRW O GENERAL NOTES: pp NONIMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE W ADDITION TO ANY ANCHORS REQUIRED FOR THE q MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL IX OR 2X WOOD BUCKS IF USED, GENERAL MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS 'W6TRUCnDN9_..__..__-..__.7 �tl FIGURE 7: ELEVATIONS:_........._.-._.....1 MULTIPLE --oPEraNC WIDTH FOnVE-vTICAL wna- 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMNCEOFTHEMULLED UNITS MULLIONS MU1.LT02%'W000..--_-____..2 oY z I- ANCHES iDBE HAVE BEEN TESTED AS'FREE-FLOATING'AND OO NOT NEEDTO BEOIRBCTLY ATTAp1-1 TNEMULL-11 CLIPS,BUT SNAIL MULLTOIXdMMIGNRY-_...-„2 MULLIONS I - SEE DSTpAs I SN30R,BEO1"S INSTALLATION NOTES.___-.-2 A D,crt RSCTA. NOT HAVE A GAP OF MORS THAN 114'FROM THE CLIP. MULL TO MASONRY...._.__..3 SHEBTS tJ SHAPE MULLTO STEELSTUD._.-.3 'a 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THEWINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL........ 4m }- DESIGN PRESSURE MULLIONS ARE CALCULATEDTO DEFLECT NO MORE THAN UIBO.THE 717 STRESS INCREASE WAS NOT USED ANCHOR SPECS_..-......_-.._.__3 z dF IML W THIS ANCHOR EVALUATION.THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTERKATATE CUPS---4 BAY MULL INSTALLATION-...-_d 4 PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSI01LiTY OF OTHERSNDIS BEYOND THE SCOPE OF THESE 1X2X-125NULLSPEC5---5 J 1X2X.3T5MULLSPE - ._6 INSTRUCTIONS. 7 X 2.T5X375MUlLSPECS7 Q'p y SEE DETAILS \I - 1 X2.76XASMULLSPECS_.,__..8 LLI z a Q ATHRUa I / III /L1 6)USETHE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRE9SURE3 ND tXa126%.500 MULL 6PEC9_�.B m O f sLGET62J �.I-- SEE DETAILS ANCHORAGE FORTHE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X4 X.125 MULL8PECS�tO F t4i N 1AIHRU G; 1X4%.376 TIREMULSPECS_..11 Q O J ONLY TWO ADJACENT UNITS AT A TIME WHEN USWG THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN T SHEEIS2J 1X 4 X375 T 49JLl SPECS.-11 7 J PRESSURE OF MULTIPLE MULLIONSOR FENESTRATION PRODUCTS SHALL APPY. III IW 1.25X3ZX.ID0MUUll SPECS_.12 7 VERT RSR41f 115X 325X.100 M,ALSPECB..-13 MAIL B)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TOT HE NEXT SIZE SHDWN ON THE TABLE(S). 1.25 X 325 X X24 MULL SPECS.._t4 LENGTH I ISORIZQNTPA 118X994%92dMLLLSR-CS_i6 ELI�j DILL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS.MUST 2X4%25 MULL SPEC6_._._._._18 Q ` I )_SEEDETARE, 2%B X 25 MULL SPECS.-...__,.17 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED OR CORROSION RESISTANT Q VJ SIcET2 AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SMALL BE PROTECTED AS REQUIRFDTO PREVENT 11d X2.11 X.776MW.9PECS_1B F W / 30'X326RAYMAILLSPELS.-._1B Z Q N o / REACT IONS• 46'XS26BAYMULLSPETS,_..,20 Q MULLION 5 CLIP DIMENSIONe.-_21.23 11--- O FEMESTRATION 8)REFERENCRTEST REPORTS FTL-6143;ELCO ULTRACON7AGGREGATOR MONS EXAMPLES 182___.__...._24 TD J PRODUCTS MAY LOADING EXAMPLE9...__.T_25 W BEOPANI TYPE 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED B TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING W Y Y MUST BE CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH F�I-- N LD BBYPOT�T�E• PGY-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. O .V Q O O z U 10)MULLIONS ARE IN COMPLIANCE FOR USE W THE HVH7 HOPILONTAL O.C.k� I 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN ANOOPENING r3ULL T82J-� WIDTHMEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NDA lalom HonrzonrAL MULL IENGTM INSTRUCTIONS ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIFT•1 FOR THE OPENING USING THE ASCE-7 STANDARD. HORrs AVLLLDTGTH--{ 2)CHOOSE A MULLION TYPE THAT WILL FR THE DEPTH OF THE FENESTRATION PRCDUCTS FRAME DEPTH. _ 3)REFER TO SHEET 26 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR'OR-rRI NOULARTTRAPEZOIDAL'. d' OPE 'G - d PRODUCE REVISED HElcnr 4)FIND THE CHOSEN MUWOMS MULLION OAPACRYILBShTTI FROM TABLES IATNROL7Gtf 18A ON 0HEETS6THR0UGH 2O RESPECTIVELY. Plr..ewllA meFWi� FCR I THE MULLION TYPE,LENGTH ANDOPENING WIDTH 00.HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY),THE HWjdMdC� OK G,ITTd d HM4 vFRT. MULLION CAPACRY IISS/FT'I OBTAINED SHALL MTfT OR E%CEEDTHE DESIGN PRESSURE RFAUIRf3.lENTILBShT1 FOR THE OPENING OBTAINED IN Awegmvu No L�e'm-��. 'Al- d dIE- AWtL STEP 1). 'roll Dye 12D� .d I LL I m 5)FROM THE SAME TABLE USED IN STEP 4)ASOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPAgTY REQUIRED LBS.THIS VALUE M D. P.4- [-I L REPRESENTS TI4E WINDLOAD TRANSFERRED TO THE SUBSTRATE BY TRENCHORS, MUST BfMEITO ATTAIN THE FULL MIAUON CAPACRY. SINGLE MULLION SINGLE MULLION -I OPENwW - Fat oRnvc NOWImH� ANCIIORISUBS7RATFJANCHORCLIACITY P PATTERN MAYPPLS)TABLE ON THE Y)SELECT AN ANCHOR CLIP PATTERNT AND USING YOUR ACTUAL S AND VERIFY CONDITION REQUIRED ANCHOR 1;CNy LYNy H��i� FogvEnRCALLtVLL- CAPACITY IS MET. ` �. '��cruse''•.Cp `1 SEE CORRESPONDING DETAILS MULTIPLE MULLIONS `. FROM FiGUIiEta90VE 1)IF THE MIALION CAPACITYR051M1 OBTAINED W THETABLE IS HIGHER THAN THE DESIGN PRESS URE REQUIREMENT ILBSIFlrT FOR THE •l" ND.5S10S OPENING,YOU MAY USETHE'ANCHOR CAPACITY ADJUSTMENT FORMULA-TO OBTAIN TME LOWERNGHOR CAPACITY REQUIRED.WITH THIS VALUEA LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FORTHE SAME SUBSTRATE - STANDARDS USED, •2014 FLORIDA BL DING CODE(FBC),5TH EDITION 8)VERIFY THE DESIGN PRESSURE RATING(LBSIFTn FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION -NSUAFdPA NDS2012 FOR WOOD CONSTRUCTION CAPAGIT`(-(LBS/FT900TMNED FOR THE MULLION SYSTEM,THE LOWER OF THE TWO SPJLLL APPY FOR THE ENTIRE MULLED FENESTRATION `�1 ;FLOTILLA?. -ALUMINUM DESIGNMNUAL,ADA42010 PRODUCT ASSEMBLY. '�C� LJG11 -g1.gFS780.07152.2010 9)HIGHLIGHT OPTION USED AND TABLEVALUES USED INA SPECIFIC APPLICATION WHEN UBINGTHISNOATOAPPLYFORAPERMR. ACMti� y,I,IFE17`Aa FL P. d58105 il ,%!i DETAILA DETAIL B: -NULuoN -AnnuDN TtP,ANL410R MULLION TO ZX WOOD BUCK MULLION ATTACHED TO SX ucnslwP OR WOOD FRAMING WOOD BUCK AND MASONRY: ATra - siESBSUDSAe ss te.+se E (OFFSET CLIP SHOWN) - (STANDARD CLIP SHOWN) DvoTHEws. N sEEHOTEN I I ANLNON SHEET I_ 6 m I 1 sEESNEETB I I sWl2T H51"•.� .. � sOGF � ID 1 CONCREIEOR CMV DISTANCE, j IL �T- U. a i \OCATIpi9 --� I.1SEESEETMLE5 EDGEI EDGE DISTANCEFORNASONRY 8Nc R SCREWS L =�,MAx FOi e , I I SIDE VIEW 2 J e O ALLMIAUOt6 f:Rt®iTHE g a ° sTAroum O ;• � A* OFFSET F¢IIL Z d a ° 0.D'MAVBE INSTNIED BY EXTERIOR z ' a + DRTANCE a O z 0 VASONM EXTERIOR d �wALw�DOFFSET CIIPEI ANCHORS N F �� ° R¢COs1NCN0ED ^° FD ayseur eur `'- CTHE Tr , z 3 3 a - z o 0 a Z YYP.ANOIIOR �• TE. _ YANCHOR —PER swB YE. -YRPERSU8STTWTE, ECE TAEL¢D 18166 SEETABLES IB-ISB SES_MS'D-Im II EIXIEIFNO r DLTTMIC¢ - BUCRSTWP AI'A BU I' NT I(L168 NfI T SEE NOW AND EMBED - - OEL n�TpCHHENT - - 8Y OTHERS --- ---�� ,• ._1Y.61KE11. ••• SHEET 1. �•'••• . . � Aft12T1(81 CONCRETEOR LAN SIDE VIEW FRONT VIEW PRooucRBIs �� "'T FRONT VIEW~ - owlamBcoee o Acttplonm NP �' INSTALLATION NOTES, •,. rtkn Dm6 Vfp2I Dy MWv ieNd T)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. I I 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FORPICTORIAL CH REPRESENTATION ONLY.CTQUSETHE ANCHOR CAPACITY IS BASED PARTLY ANCHOR TO EFFRTOCHE TABLES THE .`�1'r;•'VCGNSE' CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFFRTO THE TABLES ON THE Q'4: FOLLOWING SHEETS,FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAYBE USED. i[ ' �-k! Nb.5S7C5 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. = - O- 4)WOOD BUCKS ARE OPTIONAL SEE DETAIL C.SHEET 3. 5)FOR MASONRY APPLICATIONS IN MIAM6DADE COUNTY,USE ONLY MW4FDADE COUNTYAPPROVED t01"d0, ElCO UITRACON OR ElC01J4'9.8.AGOREOATORMASONRYANCHORA S/UIVA4�Y+ A.L�NNIMRIFA,+�.E. FL P.E.G 58705 DETAIL E: DETAIL C: MULLION TO MULLION a , MULLION DIRECTLY ATTACHED-TO INTERSECTION NOTES: MASONRY STRUCTURE 110N YA (U-CLIP) 1)MAy BEINSTAIONS. ED IN'TEE•OR•CROSs $ (STANDARD CLIP SHOWN) INTERSECTIONS. 2)MAY BE INSTALLED HORIZONTALLY 'Y 4 (SHO\YN)ORVERTICALLY. u TIP.NHCHO.R N EITHER + —PEReUOSTMTE; B m 51ANDMO ' EEETmE6 Haw0 3FQlM CLIPORAWINGS,SHEET521-2J h OFFSET MIAL _ i I TOP VIEW FOR CORRESPONDMO MULLION. Z ll�l aW MAYBE I j EDGEDISTANCEA41WON Q F- UISTALLEO BY H 111111 TM6 ME1H00 I I 1 —µc�� YKDE9-�---'I J I � � 4128TEEL BtltEY15. � N I II'I' /50.FNLLUNO ORPREAR41 � � W , �``.,/ MULNORANDIISE SMS 2 m 0 EXTERIOR 4a e -6nRLELv p j ECHE DISTANCE a - [�'X'C' R8EFORMASONRYIOULENDED FOR ZflNPR4AELWWOOWB..E- NIERBEAL^O BE USED FOR.R PR/JAETYPEs. EXTERIOR Q N TIp.ANFJICR _ -� Z Z PER 546STMTE, - '7 _ 4V SEETABLE01&158 Q O Z43 TYP.-ww SEES OLROCATIGItt.MFt N BUCI(BTRW PER SUBSTRATE HOLE LDGTWIS N AND SEETABLTB H&155 FRONT VIEW EDGE 1100 C4 W ATTAG/MENi � DISTANCE QieED11Yfl1f,•.. 9EEOR(ERS, — SEETHABLES � Z Q � } .L.___. •••,• .� ,. SXEET I. '. MSTAHCE Z mO ANi aT ga rs+ErE ORIrB1 eE5TA51es SIDE VIEW li �$� ETE DR 6150 � "f FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: siRUCTUPE TYP.MICNDR 1)ANCHORf7.lBEDUENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. a PER 6UBSTRATE ® . ` j SEE TABLE516-t]B ONLY.NTITY OFBECAUSE ANCTHE ANRS CHOR CAPACITY SIZ13B SHOWN PARTLYABOVE ARE FOR PICTORIAL REPRESENTATION 0. �R(7 SEE SHEETS 0 PRODUCTRBVISED ONLY.BECAUSE THE ANCHOR CAPACITY 19 BASED PARTLY ON THE ANGHORTO ANCHOR DISTANCE,THE 2H-2TPDR w amlplytng Wimlm F1BIidA CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE nae pB;IgNg C, FOLLOWING SHEETS.FOR BETAI S A4),EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. LST+D'+s ncasPUDroNo�Kr21a•63 ` AaKL10N B�pw B_ rjp21 3)ANCHOR HEAD TYPE MAYBE PANHEAD,HD(HEAD OR FLATHEAD. BY 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET 3. ® MI a 5)FOR MASONRY APPLICATIONS IN MIAMWADE COUNTY,USE ONLY MBUHFOAOE CDUNTYAPPROVFD DtsTAHCE I`I�LYN4 if/(,FYVIY ELCO ULTRACON OR ELCO II4•S.S.AGGREGATOR MASONRY ANCHORS. FOR61EEi finros TMNNERixAN -sESTAeLEb ``�Q<'- """••.C+ : FRONT VIEW HB GAAM1D OOMPLUNTWRIITHE FL BURDMO Haus 1?:UCENSE •:�'f' .CDOB.ATX WOOD BACIff.R NUST USED. : ••.;r ARACHNEM BY DINERS. - SI05 USE WODDANCHOR8PEC5 ^: N0�5 L EXTERIOR $IDE VIEW - NOTES: Itg :.j I)FOR 2%WOOD-BAGK16 STEEL STUDS,WOOD %y) 5 E OF ANCHOR VALUES MAY BE BE USED. iCT'• iLORXDP•';�(2 2)SEE CORRESPONDING MULLION TABLES, ��IQ)n `Lr��•;P•E SHEETS 5.20,FOR QLIANTITYOF SCREWS. A.L'Y ILEi3 FL P.E.0 58705 DETAIL F: _ DETAIL G: DETAIL H: X FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION rC (F-CLAP) (ANGLE CLIP) (ANGLE CLIP) ¢ S£E GETASSA{. "4Y W SPE TO RANDS FOR WSTALUTION / \ TO 9PECINCSU39TMTES MUWCN T 0] O O 2 N O O O O O O O O O LU W O O TOP VIEW _ SIDE VIEW I W U o OF sNDvrHwRHf•xrx.lu• TOP VIEW I I i m In y W/LUON 1 I I Z J 1 EXTERIOR I I I i EP gavµslRmE. 7 }Cl 1 I / bEEIADlE61480R 140 2 ?� � 9TANDMD MULLXW OIIP I TVP,ANCHOR EXTERIOR Z MODWiMTOFR Flt1D I 1 - PER SUDSTMTE, ^ I Q Z L Q CO!JOITKJ`LS. I SGE TA➢1FG 16f4p O 11 1 _� 1 1PERMVGI coup. aW5T SE Z Q OI 0 W9TALLEOVISWEMSAYM_L fa.. Z�� O _ N II i I ZAIttiIECLI. N N 2 MPPEII"WsrNALL9ED I=IEOFIRnf I dz' I d \ TYP.... ".MRSM7MTE, .�• SEE TABLES 18.118 IMOWOW, STEEL,AWM 0% ,STFFL, STA DCDPTOBE EXTERIOR DR MASDNFtY f EXTERIOR - E%TEAIOR f KUM.CTM OR MASONRY MOMFlED WFiElO. \ , L / O �OE0.�pNOR ,.-(�-� 'f8-,. PNfgUC7 REVISED ® ® Q� F Uuil�Ga��cvllAtlu RtalN INTOWOOD,MEE q-p—ND Iii-D218•p ALUM,CMUORMISONRY 1 O P IWn Da[PZ) EDGE DISTANCE Uy PER Mi hodun EDGE DLSTAVCS- —� -f PERANCHOR NOTES FOR INSTALLATION OPTION G 8 H 0 NOTES FOR INSTALLATION OPTIONS F• - - O 1)USE 2 ANGLE CLIPS PER MULLION END.CUPS MUST BE INSERTED INSIDE OF MULLION. ��`��;•'`\DENSE 1)DETAILIS NOT APPLICABLE FORTHEBAYOR 1.2VX2.11'X.125'MULLION. 2)DETAIL G SEE TABLES I9-14B FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE �.t;; ND.5( 5 LOCATIONS. 21SEE.TABLES'IB:130 FOR ANCHOR QUANTITIES AND SHEETS TI-23 FOR HOLE LOCATIONS, 3)DETAIL H SEE TABLES 158 OR 165 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE `,11•:.Gc= �6 :fx:- lito 3� 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. LOCATIONS. A:It1 ?F.E. FL 587 F�.E'A 58705 TABLE IA ee MW➢on CD u TebN➢7efR1 Opening Width(wanlydra0YapmT9rp mullions)or Opentnit 11/19ht(Iorhorizona"parrire intiii07D) C�C LLLL 601n 601n 701n so 1, 901n 100b I10b I/Ob ISO O Ret3e,gitm TnpTfaiq. Raclergi6m ➢epil 0. PM6•plm MpTdUp. PAUmy1r TmpmlW. PecU7gJa1 Tn0.Tm+D ft.vnpN7 lm M1ta6 R[nmpfi Toprtdm0H-VIr iep7Meep R60te prtdAre, y I x2 x.125 los©% tmdb0 Imdnp I-sm Led¢p 18sdno Nae&gyp L-T- loedrp Wadn3 Lm603 Ibldre Lwfig uA na WAS. LOad'p loednp7 Lmdns �Y u Ajw.M1Alkn° �� $gg$ qqqq� gsSg q� ysg q q5g q� g$y q� ySB' g"�� • g� g q jgg� y�g 5g q� ys� y$g NN S� d Y@ d Y 28 88 i O eN am Iib 111.0 I05 131.0 3]2 93203 110.6 325 79.0 IDS 107.0 321 09.9 400 IOM S19 MI 90 IDLO 319 SOp 106 IND 319 48.0 400 101.0 319 109 101 1pM 11p ]60 100 100.0 319 J 45 W NA 112 OU 214 821 312 73A 932 Ms 512 67.0 V. N.0 1 312 1612 210 414 512 6t.3 214 31.5 312 01.0 2N 31.2 3% 01.0 1 214 X11 1 312 SIA 241 23A 319 SIA 214 N WA251n 6]A 201 toe 2H 0.2 ]S1 61.5 225 45.4 251 d67 924 19.p 261 MI 312 35.5 251 60.1 220 31.9 201 49,3 219 26.0 201 10.3 219 228 281 123 219 2flD 301 10.] 119 � W o 64b 620 317 61.5 1 2W 429 247 440 207 37.0 N7 H6 IN V.9 24? 41.5 IN 20.2 Ni 39A IW 265 241 361 10 21.9 247 At iW 16.0 241 30.1 113 164 24T 36.1 iq t7 N WbMA 200 411 1A 12.0 No 33A IN 27A 200 11.6 163 24D -M-1-20.0 160 21.3 200 21.1 159 1.2 200 NA 157 NA 200 N.0 158 N 61h 311 161 333 165 27.6 101 363 152 23.1 IDS 200 149 267 181 20 110 16.1 101 220 IN 160 181 2L7 113 6Bm 28A '" S[IR 244 163 20.1 IN -A 165 311 136 10A IN 21.0 114 Z y Ttb Z23 I]9 2]] 120 10.5139 109 tib 15A 1bp 1].6 I10 = Lit N�` Z Teln' 169 133 10.] +W 147 123. 10.8 1N J ` V Mb' 174 116' 163' 101, '. . IT. '.. TABLE IB CHOR CAPACITY ADJUSTMENT FORMULA: M46erCa RIF Tdbla IDs - ��.�� NZ a0�`o 9W1n1 213 Dmxrele SO[Om7: G4U rise i SiM (OPm,)x( )-ANCHORCAP... 0) L MULLION CAP.,e,,,, Ytr Ek9 to BQ.Wir Em V4'68 Elco/10 BIM /1281M /1261ed W Andes Type YIP EIeo Vliam 1/{'El•A IIm60m YM•Eko i6Vrw1 V{•Ex0 V1' m N N y AnehorCBp Pa6lms uIw A99m04ror w7. Apr9aala Scrtm(051 acmrlo5l item(051 USE THIS REQUIRED' OBTAIN THNDINCHOR d' E6pa Dabne9ON +• xdm 1' aur s•tre• MWA . 1• 3.1rr r 3.pr r DAa• ZW. CAPACITY ESWRE REQUIREMENT TO AN U Q 3 3 Embaoml6n. +aa• ta•1• 1y4• ISV• r +n74• +-tN• t+u• I-w• r ldrr 42 6mea OPENING. .W WHEN REREOWERTENT FOR THE 2Anclda®4.s•bn D.clst a0enmottm D°Pn.+t 3 m 39om Iso 6som t6llm m Too" 74Im" eetm m >ttm 42m 6mm OAPACIT WHEN RISLOWE)OF HHEMULLtON Oa. Z VOl (� prcabn t. (mot36U 4 t 1 7o3m A A A H1om CAPACITY(FROM THETABLE)OF THES(3ECTlD 4AmOx1®rM94 O.G! 1a16AnOm IB4.]2 IN" 100. 6W" ISBN. 1608" WA 160. 710" 6901. 1 m maim 0811. It30m MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 Nen.QalPlpn D.D IU4L7.H0.126'AWn(Pp 11 A WA t0A WA WA WA WA WA WA WA NIA ]ism CAPACITY WHICH MAY BE USED TO QUALIFY 1 Am2nIFCp Pm•6L i93b msm 2ss" 445" 622. 111 nom tntm 133" 4n" 17D" 411. IN" ADDITIONAL ANCHOR OPTIONS FROM THE YAneAM I.IS•MR.O.Cl iqb B 24pm ISO. WA WA wA wA WA wA WA WA 31Im 4431. mom ANCHOR CAPACRYTABLE N51E:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUER AS THE STMDAF7U CLIP. FIGURE 1: FIGURE 2 TABLE NOTES: • • • 1)SEE SHEET I FORINSTRUCTIONSON USING THE AND SKEET FOR INFORMATION LOAOINQ PRODUCT RI x+�FlarH3i . acamMYlNl wi SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS 1,000•r- fttdm9 Cndo O� AceOptmKk Nv 2)LIN EAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE r Bx l7"ti DZD I IGI/RE 3: I ➢Y 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS.SEE SHEETS 21.23. 64bNi c 1.7od•:La HOLES TO BE DRILLEDIN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, 2.000' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS ) L ,126• 4 SUBSTRATES,CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROAT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TOASTM 690.WOOD SHALL BE PRES$URE•TREAT® :.fU. $,ENSE•-'•R i FIGURE d; FIGURE& FIGURE@ ( FS-, `. ••••�L YELLOW SOUTHERN PINE WITH AN SG OF 0.5&ALUMINUM SHALL 6063-TS AND RES$U STREAT.D I • --��TT THICK.STEEL STUDS TO BEAMINIMUM GRADE 33 AND, SyyUS04V THICK GAUGE).STRUCTURAL STEEL TO HEAT VX2•X.126•MULLKIN ' LFAST.125•THICK AND A36.ALL ANCHORS INTO METALSHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND =r:; Plo. THE MATERIAL 010 8 012 ANCHORS INTO WOOD MAY BE STEEL,188 SS.OR 410 S.S. _ .' to 'A.LYNf��j'1I4��ER;A.E. FL P.E.p 68TOS TABLE 2A B ee ^ Mullion Cb 2c Tebie }��N� Op6nMp Width pM161De6LY-6PBIINiG mW6M)orOpentlp Nemhl(brhodwMB6y9p2M10 mU06m) ge@R��rr OOM WI. 701. Win 90IA IDDM I30M HOb lwh ^ Look. F4aer0Ual TILowl. Lw fta T1NT[x0. Peemrp•]e Tnpll6mp Aeele10Mn ir2p'I.uO. Fl<Iei00ar TndTNiO Rx:lsp.lu Tn1R6erg R4H.ap�iu [drg Peelx0u51 Tupi R q 1x2x.f78- IOa004 lm0.ti Lm0a0 LooC4p £gLg6l0 L6.1JI9 L.OGP LaYnp LS'6L00 la•2y laJ[q LmOry $gLva89H L02Ar0 Lmaiq h ISe.bp InaOrq 11a®r9 �y+ .AWmTube 1)� S Ogg D � a� �' ��' g �' 0g $ � d� �' I' hLIC9n $ D 11 H 1111 H R 1111 fill, 11 11 1 1 1111 1111 i 111 1 1 1 1 � 1 111 1 H- N o Iy dib un0 BA In. 451 151.3 DID no 4T6 '1¢7 lYZ '14. 608 1136 093 1696 515 1009 68] 1648 617 00.. = Me 617 15.7 092 1m0 mi 94P .Bi 1610 617 M Wt Me nh MO 6W 1]60 419 IMA 60'7 1182 Ito RAP 607 1067 193 7Ap 60l 1�8 399 67.0 607 99.6 397 me 007 99.0 ]90 E Y ]W MO ]90 434 607 040 ]OB 960 G07 29.0 W..a In 1037 496 111e DO 964 460 MR DI Tit 1% W.5 161 6l6 d66 .6 360 ST. 4% 81.3 x37 61.0 466 600 ]SB 412 459 699 350 3).0 43B 800 350 92d 450 07.0 ]68 540 66.4 409 813330 712 400 No ]OB e1B 400 727 322 WA 400 57.3 310 47.5 400 W,0 Mo 427 400 823 314 918 400 81.6 313 Mo 400 8L6 313 307 400 B1B 711 m Wb 623 w 619 T!8 51.2 334 67.6 210 N6 9N 61.2 NA 369 D4 460 960 348 321 432 257 31.1 9N 420 266 Mo 924 416 283 922 D4 40.6 2D 1%, D1 11 7D WM 63B 1B1 5].4 152 dib 294 412 2M 944 291 428 2H 31.8 391 ]90 3]i 20.9 104 D.1 331 240 291 3i1 3D Z24 291 31.6 270 19,2 391 931 NO 16.6 294 314 330 __ 69M 4/B 28D IRA 310 940 DB 42. 223 R4 266 V,,6 231 29.2 369 341 216 200 288 91.8 213 =4 168 Zoe 2t2 196 286 20.0 210 10.7 268 27.7 200 146 269 27.7 200 Z y �C T20 36.0 226 D.9 1. ]0.0 235 D2 101 117 2 284 189 220 773 15.8 te9 20.0 225 236 163 160 736 324 tbo 100 3Z'J 21.3 177 ,1B 226 10.0 170 11.3 226 146 1]6 g W � 3 Rq 30B 202. D.0 1T1 2L5 793 V. In 21.0 202 2J.9 In 18.2 202 21.5 167 11.0 MI 123 161 15.3 1W 164 IM 1. - 167 100 106 ZOI 166 1% 9.6 2P3 tib 159 J N LL? M.- 293 66 218 w 361 in 212 iW 220 - 17.7_ 192 122 126 161 1&1 W 112 19] ma 'H 1t.6 197 162 153 101 497 144 1m 62 ffi 141 J WH 166iN 10.6 116 164 1N MI 129 Z Q N O BOA 162 I2r 45.6 +13 Q i Zg N 8�y� TABLE IB N HOR CAPACITY ADJUSTMENT FORMULA: Ip m Anch.rC 6 T/bl2 b. ANCHOR CAP.,e,a, K y bue. 2/xdb- Sae Dme. w Wdwu P Mems (DP,,.)%( )'ANCHOR CAP..,. MULLION CAP. ,.,, 3 ArtMTypO. YtY EbO'Mam 111'Em0 UU4.v1 Y19•EFA N6'EN2 Ubacan WEI41 RIlJd.n I 99 ft. U EH A 65 Ek9 .I. 2 (35 /1281x! x Q 3 Anes6rC0p PSIbmB uAelm Uvebn APP4Wm1 San(os36ere.895) sOeP(a3) USE CITHIS REQUiREO'COORMULA TO TAIN RIESPOE•ANCHOR p O 6 oul.rce nl ,• x-ue' +• 2.vz 1+9• r zPr 1• avrsv2• r x46• 6,64• .a CAPACITY REOUiRED'CORRESPONDING TO AN C ` Z.7n EmM2mn+ lav 1.vr lar 1074• z t-w• 1•vr I.vr t•vc +-vr z +aY lace• wN• ACTUAL DfiE88URE REQUIREMENT FORTHE �_ y 2Ar40ve r no. 16m10Ptl Or V441Qg10.1 3a 39D IW 109 690 11b 3 bb D! S'W T409s174-1" e642a i IW9 /nim 5504 OPENING,WHEN IT IS LOWER THAN THE MLW0.Y 4Astx44®f.15•MM.0.Gl6t7Bbx6(v 06e1 3t 4 4h t0p0e WA WA WA WA W WA A A 202 ee3 1/ !b CAPACITY(FROM THE TABLE)D F THE SELECTED C oT 4 AMtp. YUM.OA.r 395 am Tq.]t 1e9f1a lwm boom 16500e ,pone a0m sbow WA 169we40 1A 21b MULLION IT WILL YIELD AMINIMUM ANCHOR 27.2lmnposY ATi OF.IU IMS.pS•AA...(1q.4. WA wA WP WA WA WA wA WA WAWA WA A 7 CAPACITY WHICH MAYBE USED TO QUALIFY f Ax6xIFII Pq.Sy 1 b 196m• Y.`+Im N51m 8]3w I]]m ,49 m• ntlm no+u333 nam Rom 221m leo ADDITIONALANCHOTR OPTIONSFROMTHE zAMmn +.16•PM.ovFa 24o 1m 9wm. WA wA WA wA 1o21m A IwWA wA ANCHOR CAP ACITYTABtE. NOTE;FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. fHOOUCTREVISED FIGURE 1: FIGURE 2: TAeLF NOTES: 414omply(n8wld1�lFiuA1/ • 1)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. uuill rgcoq� -O D SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. -1 tow r- B6TIrt0a'Dne 3 � 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE By FIGUREt Mtaml h06141 31 MULUON AND MULLION CUP$SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23 111 I I 1 • 2 HOLESTO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23 '01 X14 N{LYN'y FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS L -S ��,y�0;,......,,•!(( i ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301SPECIFICATIONS,HOLLOW AND GROL7FFILlED 375' FIGURE 4; FIGURE 5: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM CAD.WOOD SHALL BE PRESSURE-TREATED -T rt: NP.58705 "td YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 0063-T5 AND BEA 1AWIMUM OF,125' _ THICKSTEELSTUDS TORE AMWI.MUMGRADE33ETAL SHALL GAUGE).STRUCTURAL 3 SCRERALREADSOBEAT 1'XT%.375'MULLUN _ /1 , II II II LEA8T.125'THICIIANOA3lI.ALL ANCHORS INTO METALBHALLEXTEND ATLEAST55CREWTHREAD$BEYOND -•D•• ([ a 6 D-- • "-• • THE MATERIAL p108412 ANCHORS INTO WOOD MAY BE STEEL.18.8 S.S,OR 476 SS. �((j'•, 51._fE F %•:pS/Uj•jnL L��:. 0.LYNN lA144EF�1P.E FL P.E.!68705 TABLE 3A 6 pp MIWIIDn CB 9c TODIs tIM13 a �H3 OpenlnB WIDIh((O79B19C0aY-spa1291®rn101om)orOP4NDB NelOht(iar FotllOMeM-aporrlrp mU0on9) ��IIII�� 601. m1. "to AaN gam Imm 1201. IIOm Imh L1a 1A176X Rxidqubr TnpTAuq. R ten0'Gu .T�ePTnar4 Pedes T1epm-a Redsoyrt 1Ie0Wtero. ectw neFTAero. Fede r Tepr7Awq. PeOm H 4eplilfe3y. #eemnptd 1 .m. Redm a TreplfApp ��jj d: 12ts S,N 1ndn0 .Z1-dw AmOro 1wON L.0" Su00ro 1n1M0 I.." Sod# Losan Lft Lft W-ft La-ft .00 GF 010 110A {15 IIDA 111 1100 DI 170A 868 Ilan 608 In. 002 D80 819 Dao 1NB DOA ml Ink IND 1140 6" 148.1 1]01 170.0 621 IVA 1101 f"A 521 111.5 tat 1770 521Nh 708 170.0 621 'TOA 650 1T0,0 581 170.0 002 IT60 Bao 110.0 11]7 1140 681 16L8 1119 110A 871 iu.O 1159 110.0 680 111.0 1119 170.0 KO OTD 1179 1TOA Bao 69A 1129 170.0 SMWmA3]N Ni t". 78J 170➢ 636 IT0.0 asl IDA Im ITu 6K tb.l I- 'no Us Das 1012 I= '.I ID.4 1012 ITOA IN 01,9 1012 1700 158 mA 1032 110.0 768 1].1 16]2 170.0 753 0 l9r 170.0 812 161] 9DT 170➢ 691 1]62 901 1841 120 121➢ 901 1615 T70 fOTA 901 NSD TN 088 907 111.1 110 mA 907 1/D.0 Tag 89.1 901 t10A 709 IOD 007 IMO 709 m OmF 733 1KD 625 IVR io 1aA 511 INA 79 LISA 699 89,2 131 1062 6m m 7IS BD5 em 743 m 961 an 50.8 Im 914514 mA M 01.8 eT4 N.I 1]] DIA 57,8]1. 6m ta0 aT0 IDIA EBB IIIA 617 6/A 868 90.9 KT 70.1 868 00.1 61. 81.7 Bm m.0 mt 60.8 860 70A 618 M8 698 10.0 611 N.S 068 70.8 611 961 858 TaA OTI fAF 801 1121 611 163 601 oAi 611 T0.7 607 06.0 601 682 !� 17,1 184 K.9 8T7 /1A 448 aaD 807 M.8 101 1..I 60T 61A 178 11D 607 017 111 u.l mT 01.7 171Z 7Ia ala 81.8 NJ 60.0 SIO 7]A 111 KA 10 K,a IM 51.0 510 5" Ila 45A 510 6)A 413 M8 a10 60.0 IN 6/A 410ISA202 110 11III .1 389 2]A KO 1..1 ago U)16% IN 11A Im 67.8 ISO B12 492 166 I. K,I5 .11855I971M1455 11.0 SWO 249 IK 377 482 1..8 158 Y.0 359 21.7 411 35.7 Wmh135 BT.D 361 m.5 415 SIA- 373 159 1x5 IDB 3K 14.1 135 41..7 9m a61� IM 40.0 955 311 1]7 261 191 26,0 1]5- NA 31. 13A- 135 ]26 -1 10.1 I1] S12 NaF32T 433 'Gw •AA 717 46.4 las 29.9 .7 JIA 200 26.1 317 213 .1 1..2 SD 1..I 271 240 W 211 200 17.4 327 21A 202 IIA ]N 40.3 .254®N201 M'A 257 1.,1 281 29.D 252 NA 287 260 NO NA Ni 211 244 101 207 249 210 17.2 217 19.1 237 IIA NT 10,9 232IOBN271 !.7 15 1..2 327 NA 201 D.] 11. 18.0 IBI 18.1 10.0 106 ID111E 215 21] 11. ISA 215 18.1 191 15.0 215 188 IBB pf• fV N `� DDH IT.B IK ti.0 iBl N Q BLE 3B ANCHOR CAPACRY ADJUSTMENT FORMULA: d'' Z N N A1mh0i Ce 01 TahlO mD ANCHOR GIP.,,,,.,,, IL NOm 1.71 QILI!!6 SRc6 Rm-u P®m n4u I'1 Wka McFI (DP„)X� �oANCHOR CAP.,,, M16'Eke 11..88 Ek,WIa' .IA-So E. 01081. 0120be1 917/1ee1 MULLION AnD6D1C0p Pat(em9 ryp6 MTEk0u7a[w 1r1•Em Ulncm Gres. na•Ek6lnueean nvDea um6am ApPem1N t,. AlyeD-Betaw(OS)eemx(W) 9<ur(051 USE THIS FORMULA TO OBTAIN TH *ANCHOR NCHOR laosoamke fNI l• .1Q r 412' >vc ztrr r z-111 r ]-v0. 2• D.Ir 0.K- o,ur CAPACITY REQUIRED'CORRESPONDING TO AN Em40nm1 LS4' LY{' }YI' 1411' T 1.1(1' 1.1M }111` 1.111' 1.111' 1.- T sw tJ Mea ACTUAL PRESSURE REQUIREMENT FOR THE nd1 .5'MF_O.0 smmvamWeldd Bp.t a m m Imm e9om 181. Dom 2mlm sKm 7mm sNm rA1lm uad sllm 412986am OPENING,WHEN IT IS LOWER THAN THE MULLION 1Aesma vts•Yn_WG7ttWgeq(0.W emm 700. WA wA WA wA Seo. WA I IDA WA WA WA C62 Im 6alm 11MM CAPACITY(FROM THE TABLE)OF THE SELECTED IAMnmaOrLm.orrR NSAwb r .3D 7mm 7mm beam 6.104 tem. Kam seolm WA I IN. i1.1m 6mim 1932. mem msm D2um MULLION.R WILL YIELD A MINIMUM ANCHOR zAlOnn 1➢a41•A6n.aa tuaao.Wo.11r aMe.eTa 4}. roA wA WA wA R7A r H(A wA WA wA IUA wA WIIIA - 111. CAPACITY WHICH MAY BE USED TO QUALIFY YAedWI DD:61 !as lbs 191. '225. 415. BTG. 'D5m 1 . liim 1raW I6716B 3341. 4131,, IIal96 2NIm ' 2- ADOI710NALANCHOR OPTIONS FROM THE 2ArcM t.IS'NF aC1Fgy 96' Nam J50m WA WA WA A 180. WA NM WA WA W Ntm TZW mom ANCHOR CAPACfiY TABLE, NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. �1 CIRCLED VALUESARE USED IN THE EXAMPLE ON SHEET 20. PRODUCTRRVISPD �J m-,drvu wlm me Flom d'g(b00 FIGURE I: FIGURE 2: Uwl TABLE NOTES: EJpiluEspim w7.L31G'O'LIQ. ---I 1.000'r- fm 1)SEE B 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING, y Ap IloOumCb0001 SEE SHEETSETS Lai 2.4 FOR GENERAL INSTALLATION METHODS FIGURE 3: 2)LNEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS ISALLOWAME ``315 LyNy 777G ��011�.-,,,•-•111(!�i 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21.23 2.750' 3.\CENSp HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEET921.21 `(: FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS No.50705 '•i ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLEO FIGURE4: FIGURE 5: FIGURE4 CONCRETE BLOCK UN (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED STS ••0D-- D--D-- -I YELLOW SOl7TN6NNPWE WITH AN SG OF O.fib,ALUMINUM SHALL BE 5068-TS AND BE AAIINIMUTA OF.125' THICK M STEA25*THICK AND DOBE A h11ANCHORSNIMUM INTOADE METAL 5ALL EXT N AT LEAST 3 SC TE RAL STEAD TOBEAT 1•)(2.75'%.3/5'MULLION R F �. LEAST .125'THICKAND A30.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST B SCREW THREADS BEYOND :�(C`C'•.,LORIOP,••;�` THE MATERIAL#10 B 012 ANCHORS INTO WOOD MAY BE STEEL,I"B.S.OR 410 S,S. dl 4lrl�)Fpy)A 4fiR;P.E. Ft P:E:B 58705 TABLE 465 ® �{y MulOan Couily TIhI5(Ih.111) •S OnInOWidth(Iorwf9mPteparari;;mLAOro)cr0 Bnlnp HDIOhl(forrodbI7D"pwx3rp rwfi") tl�yC�1 mF GOM mh SOF 001n 1001n 129in 14 In twh dg Y3 I.L76X "t RaHmWler iery' Mc4yJu TmpIT4- Roc al TIn LTM ReamW4v TIWTm " Pm Wl Vk4N p1) Awleip/er Pep7Ae151 A I.Ou�d PyJTdm,O. R111m 1. PROeBO. RMar TrAY70Yq, g¢ laldeN LX1 163660 Left iotdq La. 7.069 Lmi00 •Lo1Y0 LOMrq Im6rq -LOoSlip Ira•JM fue/lp .I.mdnp Loed/q lareM sYl Y( A6�o� 86��Bg pq� �$s q�� q�Xg I�� q�$}� rg�gS �15� qpm @� q�� p� y��•. Igo- ��. � �� 7{� q� .�� $g py��g yI y��qp6ay@yrayS' iI 3� d arc. II §5 d) 9 �a N Q Ina 520 1700 U5 170.0 7N 110.0 AO Vaal NO 170.0 SOB IWO W 1700 570 170.0 1116 AILD 521 170.0 1210 170.0 521 110.0 1/M 1100 521 1'65.7 1620 IRO 521 Ina 1670 17" 521 W 0 1701) TOO 1700 521 IRO 0% 170.0 MI 170.0 021 170.0 630 110.0 1157 IM0 601 170A 1175 1700 BR 170.0 6517 170,0 850 141.7 1117 11065 MO 1215 1417 UOM 6M 100.[7. 17065 00 U) N Sa623F IRO 71 1700 [8'9 170.0 tm -0 01 IT. UOT U.0 OM Im-0 1195 IRO TA is26 12W 1700 11 1459 12x0 110.0 765 121,0 ItM 1700 7m 1016 12U ITaO 758 01.1 1R0 iM w C� � 54 1, 1700 721 IRO 612 1mD 9M IRO 801 170.9 I18 170.0 754 150.7 1150 Ina 601 195.8 1110 Ina M7 120A 1110 Im.D B55 IMI 1150 170.0 SM 661 1170 Ina BBI 7S. I= MI mF 7700 6M 170.0 701 1{0.6 015 10x1 751 12SS 915 1416 iN 108.0 916 1527 765 B1A 13 123.8 720 M.9 015 116.8 72D 792 BIS 114.4 713 82.6 175 IAA 716 M.0 1161 713 6rJ�1 "7j Mh 151.6 670 181.9 710 120.5 MO 1360 BM 106.5 630 123.2 001 94.9 830 1121 M0 84.4 170 10.0 02 759 am 08.1 fife 613 830 0A MB M2 510 94.1 M0 47.4 91.1 MB z wg mh 1321 757 10.0 MO 110.0 IV 1106 00 M. 157 10.0 M/ 6x5 117 m.1 14 11{ 757 NJ 696 ebo 757 M.2 No B30 iM 70.0 M3 47.2 TM 762 681 41.1 162 MI z N S mm 1OLT M6 1066 592 MA 678 01.0 6W TL7 638 eat 650 016 536 721 6x1 666 838 Oe.B 61a 568 MS W.3 606 121 e10 571 500 ]0.5 Wa 563 1% 3165 562 197 I, •MA 571 00.1 ,496 RI "I 788 460 0 511 MA 119 MA 571 .608 471 46.D .571 55.5 N/- 112 BTI 61.6 150 50.0 571 47.0 11 mD BTI 110 M 11.0 KS Ne ]811 80.0,,517 .031, ()4 W.7 .M2 :700.165.:ST.1 ,5{3 -'0.1.'IM .M.O SA 551 449 44 .312 '61.0 "N2 '{0.0 X511 .11,6,`137 315_ IR }6B 'M3 •10.6_ 135 '29.0 '665 10.1 -.123 mF -62:{ 101. 697 -]el 411 'tm.. 491 '165' 172 101 39.0 0p 12.6 107 15. 117 2665 lM >2.1 338 20.0 407 x065 1L 21.7 101 m.t 921 ISA 101 11.1 J22 10.1 101 17.0 018 mh 429 J56 111 120 358 358 A] J1{ 367 SM 121. 900 20.6 198 288 101 23.8 350 261 .700 21.6 158 24,0 206 17.9 1M 1L0 2SB 10.1 W 102 264 cn IN k, >0.1 2M MA 155 YSI 2M 260 121i2l.. 2U 225 .1 1665 2U IO.B 24 767 201865 210 15.1 283 77-17-- 2111a 65 217 W 111E z7.e 2M 2653 211 211 257 196 2M266 235 17. 2W 161 2]I iil 2M 1xDF AO 165 x2,] im 16.7 210 156 165 10.2 N2 TABLE 4BCAPACITYz O O AN C P CI DJUST AENT FORMULA: D• $O� Mcd0rCa 9c1 76010 Ih6ANCHORCAP.,e,,,, WA1I016 275 merte SBS care. t}1U 75m 665111 PT Wam M4W (0„)%( ,=ANCHOR CAP.- 88 Y16'Eloe 111.6B EY0 BI16•Eke IW 63 Eke 0108.1 AlSMtl .128164 MULLION DAP.,.,.,.Y AnehmCllp P58em1 ansa 7SDa Y1B•Eko uR.mn fA'EkO Wxm u0vcm Y16'FkOMwean iN•EkO 1, AD.O_ Mkem Z'.'a'-(GN Rue A% floe 09 USE THIS FORMULA TO OBTAIN THE'ANCHOR Elm Ml 6m y 1• z-IT r xtlr tw` r um t• Z_ r ave r 9.N aM• arer CAPACITY REQUIRED'CORRESPONDING TO AN E-1 Ml 114• 1.14• t6fr Fv4' 7 Tw I ,w i.M. Eve I. 1-uv r I. CTUAL PRESSURE REQUIREMENT FOR THE xAmDwe®175• 1 M BI M50a la wm0.1 39Dm ]elm 4M. 69D. t6Nm om 2801m 3M. 140. 141. BM. aha 01m im 580 OPENING,WHEN IT IS LOWER THAN THE MILLION IAOHm 15 t.t5' nDc./sIs191 taoe4n C&(Fla 2), 4mm 70Dm w1) WA WA w1) 3.rom 1065 WA w1) w1) WA BBEm MS It20m CAPACITY(FROM THE TABLt70F THE SELECTED ..a ®Y1Ya.1l.G APIx+s Ar9bfI4f ADga7.iMm. .1607. .6e9m...tMO. T896m .to. -580. -WA Teolm. -1+6IW .eao. id9 wt. IAD Lv. MULLION.IT WILL YIELD A MNIMUM ANCHOR. O An:MI4Aa 5'MF.O.GfUG]a,Mo.1x5'ALm,fig.41 WA WA WA WA WA IIIA WA WA WA WA 4 " WA WA 715m- CAPACITY WHICH MAY BE USE0.T0 QUALIFY laxnc.l Fr Ob S. 193%] 05m 223. 445. az2. Is. "I Q. 165. 1- 1.11. .x1. 473 1rOm 111. xm we ADDITIONAL ANCHOR OPTIONS FROM THE z A1mv1®tn-11n o.c/w l0 a 1mm a5am WA WA WA w1) tB01. w1) WA WA WA WA all. 41x. xolm ANCHOR CAPACITY TABLE. NOTE FOR THE OFFSET�,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. PRODUCT,.11h 9 O a CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. pyl.with Om Flmld DuuamDease((�,e2)D•4}3 FIGURE It FIGURE2: TABLE NOTES Al"'.mtb . • . • --1 1.000•r-- eBprlm DOW )goal 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. D SFE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. MIov1 da` MALT rl/I 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE a4 FIGURES �1`�N'�• OCNSF••.Cfl' 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS.SEE SHEETS 21.23. 2.750' HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. ;1�,.• :i FIGURER SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS , Nu.58'105 _ ANGLE CLIP MUST BE USED IN PAIRS 41SUBSTRATES.CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS HOLLOW AND GROUT-FILLED .65p (/L"�1 p 1, [Y_ CONCRETEBLOCKUNI7(CMU)SMALL CONFORM TOASTM 630.WOOD SHALL BE PRESSURE-TREATED 1 ;,a•'• { (/ "' IV FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE OOB346 AND BE A MINIMUM OF,125' :)`•, SM1TF OF ® THICK STEEL STUDS TO BEAt.11N1)AUM GRADE33 AND.049, HICK(10 GAUGE).STRUCTURAL STEEL TO BEAT ''�'C`'•.,k7O1t10'/`r'�( P LEAST.125'THICK AND A36,ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3SCREW THREADS MOND 1'%2.75%.050 MU 10N NS THE MATERIAL 010 6 912 ANCHORS INTO WOOD MAYBE STEEL,18.0 S.S.OR 410 S.S. '/i S�OiJ�1.X11 LLLL��LL��JJ 77I�LL 11LJJ1111��( N 11 I I t�11 A LYNN MILLER,P.E. FL P.E.9 6870.5 TABLE 5A �'qq�`A Muf9on CEc T9bl•Ib6dt° �N0( OwIfle Width Borvorur�6y apm7romWct1)orOpminS H•Ipht(brhwwod r5paMlg mmm) D 501, BON 701. Mm 90h I Im In Ooh 140N NOW f) aia+¢b RafIMm9: Re.14,pVv T+e,Ywuw i'1". ReOTdvp. tNd.AFlcr hapRderq FOG-11, T-PrIl q. R-apou TrepmI Fd+ ,iar lmoft9� ",WW n T .1Fectxp.+ar Rm/reet0. �G ..Tx5.1266� "L°^�N ILwulq -LwdrA Lcbf^0 -Wa®M InedM In°Ung -L.Zi WL Ift -t dm -lwdn0 -I", 4.&g Adm lmd:a .ImdAO 1atDiq lmd'V �Y "11 TdW,MOB i $ a" z � Qin 1740 1111 111-0 IS IDD 7N ila0 418 f1a0 ON 170.0 600 170.0 W2 Imo 519 170D HIO Ra0 621 IDA 1249 IRO MI 170.0 14M 170.0 sH 170.0 ITM 170E s11 154.0 IL@ 170.0 sxl J W 401. HOA me Inc 574 In, RSD 1T0.0 601 1740 OW Hao On 1140 IHS 80.0 601 170.0 1215 Hao On 110.011411 Imo DID 157.7 1617 11001 690 135.1 IIsm 111.2 om 1162 +577 Hao 563 648351.1TD.D 741 IDo m 1D.o @t Rao 031 Hao 7040 70.. DD4 Hao 1196 Ing M Hao 1545 .00.0 147 Hao 1494 17x0 756 141.7 'IN WOO 7M 111.0 1100 Hao 166 10a0 1185 170.0 160 W O O 54 1, 1!0.11 791 1140 @] (IDA 709 111.0 1191 Ino 1110 110.0 161 1roA 705 1R0 BW loaf INl Iroa tli 140bN11 111.0 M @4A iWl 110.0 Nt 19.08 1N1 ROA N1 111 1161 Ing MI DOA 1740 NS 1740 701 IMO m@ 'no 797 bas 1160 17Qo an 13L7 HOD 187.0 028 IIlx 1150 1566 917 111.0 1166 110.1 BIO I Q25 115b 1/16 BM 70.3 1158 144.6 pal NA 1167 1441 W1 s 031. 170.0 110 170,01 745 159.0 I 1119 111.0 650VA 1049 1515 eM 118.0 1010 141.7 DID IMA 1049 112A639 93.9 1040 1x5,6 bib 799 1019 1107 @0 Deb 1.9 Hao 819 60.9 1040 if69 019 Z U v mN 1660 9N R0.0 769 130.0 DSS 16LJ 601 tial 0% 1317 78I INT ON 121.0 176 @.0 935 1110 745 M.4 056 WOA 767 611.6 OM 00.6 710 59.8 061 91.7 iN 521 955 pal 7N W y 7th U65 NO 151.0 Bm wt.0 an 114.9 0@ 01.6 003 MIA 670 50.3 603 913 659 71.4 581 519 MO 84.2 707 180 812 615 B@ 7x3 @x 45.9 N3 Bae 620 441 003 69.7 @7 � (Jn 05p Z M WQ2 721 114.1 629 91.0 721 OLD oil 740 121 65.1 005 Bax 72t 75'4 595 601 7" 70.1 588 616 721 NA 519 4.0 121 69A No MID til 55.6 GW 34.1 7x1 N.1 503 Q n s,� 101.0 ON fold 599 612' DN' DM4 587 711' M4 70.4 Sm 011 ON "A'. 687' sal" a" NA 656 N.6 OM 6D.0. 551- 411 6N'. 54.1 WC 30.1 N4� M.3� 536 313 064 50.6' 511+ ZZ :N C Wm Mb 814 OLD {N' at 614 '57.3 4N 17.9 6I{ 'M.0 NO 41.1 514 444 43J E65 Sla 10.5 1x7 J29 614 J7.1 421 EA4 ifl 31.0 41x 215 514 30./ 400 240 614 20.0 401 � Q Iny Zp 90M 612 153 M.7 IN 457 452 4ID 395 30.1 407 40.9 380 AD 452 30.4 W Ml 452 AB 376 27.1 462 343 37) MO 452 20.0 305 IDA 452 247 159 1.0 4@ x G 355 111 106h 35.1 357 NA @2 IV 337 $2.7 117 Tt.x 157 261 512 214 357 152 IN 2f.t S07 27.7 SM 10.0 557 2DA 296 MO 557 IDA 'Ax 110 357 lax 257 111 351 WO 283 IIIb 35.1 315 J5.6 300 29.7 ]30 10.1 301 210 330 Tat 795 21.8 330 Z3.1 20 19.5 335 M.0 7M 17.5 3J0 11.0 281 N.B 930 16.8 278 126 A0 110 TN 11.0 3]0 tie Z� Ci y In 111h 27.7 2M 243 gal x11 x69 27.1 1'A 198 x611 MS x30 1T.J 3M 10.1 x@ bA 289 143 210 I1.D tOB 149 210 110 289 110 zoo 0.9 769 11.4 2N 0.7 389 t0A 732 - x Q O O TABLE 58 c Z ANCHORCAPACITY ADJUSTMENT FORMULA: Mchor •EU T•bl•IR Y anile 2.flwena sD•e.e. N 12tu 1,ee0fx18 Wo. Ytl1 I (ORm)%(ANCHOR CAP.,a...)v ANCHOR CAP... > Anrvryp0 116•Et.L09xm I1r EkDUeman N1111D 5'16'B1DLom.ol ,4•ECo., 11x69 Eto 5'1D'T 9P S'S FI.-WW. 1125- DUD (MULLION MChOrCNp P•IMm• ula. AW19 II. A,1 10.91re9(D6)9cm 1135) SYm(= USE THIS FORMULA TO OBTAIN THE'ANCHOR omne r z-vz z-uz swr V xvz t• 2-vr z 01.07I DAD. a - CAPACITY REQUIREW CORRESPONDING TOAN 0m1vOn9A +0.r lair w4• Orr z• 1-w• I-vr t A- I., I•v4• I-n0.• 2 taD• 1J'S .lel ACTUAL PRESSURE REQUIREMENT FOR THE AMra1 uelliR o.cr aerconu n0. 9e to eeoM 1111 W M 1411. J 704 OPENING,WHEN IT IS LOWER THAN THE MULLION 1 MMR 1.15`1051 O.C.IStai6aJ atl6N)Cp(V7 4mM DOM NIA WA NIA NM R'A N/A W WA 7M eM[a imm CAPACITY(FROM THE TABLE)OF THESELECTED imam° Nu .1601. 145w .aroM WWw m I Ila 2e MULLION.R WILL YIELD A MINIMUM ANGKOR ALn _ r:u. WA: '.WA I nre.. CAPACITY WHICHM AY"BE USED TO QUALIFY w'A _NIA-__'WA_: ,m ,190Ec9 m6M 1e69n 2aM Ns¢e 5aM new 1s1M x379• mn nom: 2ive1 296M ADUITfDNAL ANCHOR OPTIONS FROM THE xAM1n,1 11Pr9moclrc m xAo 4u 47070 wA wA wA nrA rw1 wA +M QBa woes ANCHOR CAPAGITYTASLE NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUESAS THE STANDARD CLIP. PKODUCTSDVIS®3 1e6ugI7CIaryd_d,9.F4ids �' 1-1.0 -4 ADeaplmmNo° 10-b218.03 FIGURE I: FlSURE 2: TABLE NOTES: anon Die QD2l • ' I)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Ey SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS Mia+17.Oe 11141W1121tt-171 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ARMOR OPENING WIDTHS IS ALLOWABLE. L, 7 FIGURE 3: 3.126` �l5:0\�ENSS 3)MULLION AND MULLION CLIPS SHOWN ME NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. •. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-25 •� '•%r�� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS n ND.56705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES!CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATY,)NS,HOLLOW AND GROUT-FILLED _ '�0• _ ;(� 'QQ 'LL' CONCRETE BLOCK UNIT(CMU]SHALL CONFORM TO ASTMAG00.WDOOSHALLSSPRESSURE-TRFATED �' •.'O U �6.: 1; FIGURE*. FIGURE5: FIGURE& MINIMUM ,T3 •} YELLOW SOU TERN FINE WITH AN SG OF 0.55.ALUMINUM SHALL SE 0063-TS AND BE A OF.129' f'X3.7ZSX.6'MULL10N SiiaE THICK,STEELSTUDS TO BE A II.IMUM 0.1133 ANO.045'THICK.(18 GAUGE).STRUCTURALS7EELTO UEAT �:t7'�'•.,FI,DR30,• LEAST•126°THICK AND A30.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (I-VF MULLION) C`S ",•••••-•�X�`.` • II II THE MATERIAL 006p12ANCHORS INTO WOOD MAYBE STEEL.18SSS.OR410S-& SIOI`iA�,1 A.LY R.P.E. FL P.E.O 58705 TABLE GA Mul2on Ce ec TBb19 m•171T Opening Width(for 5•ftsi Sps111np mUVom)or Oponing Holghl(forhodvmIa*psMIO mUSanS) a!-a' WN WN loin I Win wln INIn +Rb 110b tWm }6�� Rr,"O2a RAJMr¢ R.efonOWa Tr.p'74np. R¢e7ai2Aa h0ytdv¢. fac1u01a TrzpTlanO. Nectm04a Tlepndup. ReterpJu T1ep•RIMp. nMn:D6a TigYMma. Retl3rgAu irtpMmg. Pecmnp0a Trey'81sq. pSit .1Xda.126 Le.&M 1-1170 -1-51113 Lr d. +mdy -Leal, -L-ft -I.wd. -L..&.. -Lwde• -Imdn13 ImdR Jda9 66 .LoDft Jaedw Lmda1 1-ftleldw yt E V AS uN nao eN IfToOI/a 131.0Tu 131.9 oe 17101 II61 vao 6N IMO 002 nao Wo 13113 Utb nao 6x1 1119 m/ IMAI eH nao '401+mo WI ILlb +4ea 11.9.0 ell 177.61 I/fA 110..9 ut LU "in 170.0 Toe 1 11019 1 524 170.0 1 em +mo 6N 170.0 031 IRA Igo Imo 1423 170.9 W+ 170.0 1275 110.0 677 150.3 INS 170.0 631 1101 I3 170A CEO Ula INS 110.0 5W 87.7 lam 17aa M0 j 2 wmain+7019 747 11oA eW I= me Imo W1 +mo +M5 Im.O bet 11OA 1193 VOA 7x0. 114.1 IM 170.13 747 140.5 IRs IRA Tm 117.+ 1136 170A 731 +00.4 I a 170A 7M a7a Ima nao Tae uao Jar 612 +7oA sas nao em Ino 1115 nao IN 1%4 Hee Imo am 1371 H56 nao WT Ina nae 170.D em 1028 +lee nao est 1" Use ITDD M1 77.2 t+M IRA Mt CO o"I, vO MN nao Ow Ie13 RI N6T INI vao to 1113 1011 tal.1 ex 110.1 INS i/d7 e19 11L1 tut tae WI 1aa0 MO 1311 7H 524 1w2 123,+ 702 71.6 tU2 1111 Tm e26 10.11 Int IN � ro � WN 170A BR INA 745 151.2 Bm IWA tle 128.0 am 111.4 7w 113.1 992 131.1 IN 1 8 am U1w IN NT Bal Il.A 7. 7519 am 1oa4 145 u.. wl INA 7u S0.) am +mA N4 WN %5A an 170.6 M 137A en NAA rM u5.1 c/ INS 1M 103A 0.w 117.7 IN 21.9 w7 100.7 7311 eta w7 1012 131 NA u7 95 713 wJ 447 m.o 711 51.7 W Mo 711 g mh las NO 1427 317 IIS2 us 121.0 722 e7.0 ut Imo Toe u.a are M4 am M5 842 u.7 665 CIA MO 821 ero 50.6 MO T63 MB 411.6 we 716 BW 425 NO M4 WI � a�(p7Tly,1 '� Is&I lab 761 1317 EW NA )W 101.8 631 625 Tm w.0 640 722 731 50.5 6x9 849 lm 76.2 310 07.0 1W 691 613 19.1 762 m.e 631 It.] lm 69.8 SBI 0.8.1 762 68.1 593- j fR L I 3 Q J 7 E; mm 10619 731'. 11119 631 0.0 TII Boa WI T81 711 m.. f09 M.0 724 14.4 NO 0.4 724 M.1 Wf- 6719 M WA. 661 Nb 724 51.3 SR 151 TN -U3. W7 324 TN' Wb Nb, A9b W 71.1' .63 Sao 6H.60.7 471- 417 513, MO. AW. N6 fila. 47:1 49. Ma fila Q.: 431 010, SU 31.5' 44s 310 641 31.9 4]0.' 14.0 NS-SMA' 4. 217'_ WN.7 426- Z O O mb 5719 478 51.0 121 47.11 4R 4a1 411 ADA 431 {0.1 412 She Oe 366 Me UA 4711 34.11 431 mT 47a UO 3a 119 179 719.1 ae6 20.5 475 115 NO 1719 0.6 219 me y IN e INN 4.3 171 N.1 311 3]19 JTf N.e Sa 2eA 317 NA as 21.2 Sn ".e u3 214 an 1119 Y1 97.1 3I 2319 017 1619 0.77 18.0 SI13 1419 197 11.1 301 N dT 111 b 17,1 357 NA >m 3a/ 0.i WA 23111 R6 71 VA 313 231 331 24A 309 MO 357 31.0 SA I 1&11 1 357 Y0A 301 212 171 IN 1519 117 1fA 211 Iy Q N I" IM", a ]N 205 113 K5 0.N gal 274 21,0 No 21.7 270 160 SN tat 381 160 309 1].] Tb] U G 3 b 17,0 x Q% � .N O TABLE68 acl Tab 0.5 ANCHOR CAPACITY ADJUSTMENT FORMULA' g$ 0 pnchorC aubblr 276 s INC- 1lom+cAw -Ow R Add (op,)X/ANCHOR CAP.,e,,,,\-ANCHORCAP._ •' -3 Sr+r Lea RP6a leo erlr6 ur6a Flm 11061551 11261751 i2m" MlAL1OH CAP.,•,,,.,,// AnchorCll Peltema ArcarT. LWE w IMam lN•21w 134..31 vN'F10 M61<m Va•Ee.um.cm aetn UAnON Wd) encu(.]] USE THIS FORMULA TO OBTAIN THE*ANCHOR D ABPs AwieOua 0.50.6(067&Ire l-, 1 t• 2112• r 212• >ve• 1' 244 V 2.112' Y Sur r .9198• ON' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Eradned 4 10.4• 1114• 1.31• I-- r 7FMirtmr 1-uv I•ur Lur 2• - tyro' ]1801 ACTUAL PRESSURE REQUIREMENT FOR THE 2- cwlM..9,0.15 ag5etp 1527 3Nw 3901be 4 114 3101 1W40. name On a w N.m. Hl ib MM w0.w M w 41203 0. OPENING,WHEN IT IS LOWER THAN THE MUWON 1 A6(Jat. 2.2.17 xsi o.a7sub.,dta.9.0.10..1 Dp.31- IN. I.. scow ulow ON'. wA Mom, ILA W. WA eea me wA N2w MSI- ItAw CAPACITY(FROM THE TABLE)OF THE SELECTED -11p0 ral.tY Nh O,G76mK.v6(aORe11 111x.41. .BWw 11N0f__WA.._:..WA... WA.__WA_.._1M 1p-.__WA.__WA--_-----. WA _.WA 1236].,_11Rw - MULVONATWILLYIELD A MINIMUM ANCHOR p; 4ArclpeQ rwnoA.7 236 Ampe poet 61: 7Mw Man 00. ISWW ION a. 6015. Moore WA 7.M ]/13It6 emlb tem ms Mew aim H2O eA CAPACITYWHICIIMAY BE USED TO QUALIFY spminn swn oc.l 235 aper .o. mOtN 1nOM Ia70w 211.9311 2M4w -elOme abw WA 'ttlolb 1131. IRw 7Ip51m 131231 '1911117 IL•Ow ADDITIONAL ANCHOR OPTIONS FROM THE 1 Meme®046 SM¢Gl11Clb.hb.1T3'A1m.IRa l7 WA WA WA A WA WA WA WA Wp NTA WA WA NLA MIA 110.. ANCHOR CAPACITY TABLE 1'R000CT71Eln3E0 11931310.B]xY Net OF/FflpfR Sm. Smw M. 70w 4Rp6 WA 2801W WA 315. WA 44631. WA 311. 447 lb, SWw aODUCn11wl SEI)ft ltpid• {AaAp. 1.1r 40.4¢C1 Fala / INw lNw WA WA WA WA 3Ww - WA WA WA WA Wxw 666. Ilww 1h714Cade NOTE FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -•1 1.000'r- Aa4eNyla f,A,1(P-621$•O^j Bagr.tlN UBIe �L( TABLE NOTES: B �� FIGURE I: FIGURE2. FIGURE 3: FIGURE 4i FIOUREI:FIGURE4 MimJ a '•n� • • • • • • 1)SEE SHEET i FOR INSTRUCTIONS ON USIN G THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE 1\lI 7 • • • • SHEETS 2.4 FOR GENERAL INSTALLATION METHODS 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENINGWIDTHS IS ALLOWABLE :�l:'VICCNSF •.-9 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS.SEE SHEETS 21.23.HOLES 4,030' TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23,FIGURES SHOW ' FIGURE 5' FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. - �• 1�I �b N= py�i�J(i 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED : . ST:.1V. t :•�;= .�� • • .� CONCRETE PINE WITH AN MU),SHALL CONFORM B 600.WOON BEA BEPREBSOPAWEHIIC YELLOW 1-125' TA.'•;7`CoftlOh.-'\�.��: • • tltlLL79�Il1 SOUTHERN PINE WITH AN 80 OF O,60.ALUMINUM SHALL BE 8003•T5 AND BEAMPIBAUM OPAW STEELSTUDS TO -1F .�7 L�+ -•--' r.`� ANGLE CLIP(FIGURES 888)MUST REUSED IN PAIRS. ANO .STRUCTURAL STEEL TO BEAT LFAST.125-IN A36.ALEANCHORS INTGRADE METAL SHALL EXTEND AT LEAST 3)SCREW THREADS BEYOND THE MATERIAL 810 8 I 7771SC�NnL :•' 1'NlU X.N A.LYNN�c�I�.LER,P.E. 012 ANCHORS INTO Y700D MAY BE STEEL.IM SS.OR 410 B.S. MULLION FL P.E.458705 TABLE 7A 9 MuNanG 1171 Tehlo �x�x OpmIrig WMSI Otel orOrA?y]p +91812 Brltl+p mu$aln)or Op.nlnp Hal8h1(w MnrM2.*,p5mLOOm) y�}� Wb Wb mh wh mb iwb 1201, tab dab, R6 7+Slq b` i%6%.676 m'. 1,WTM1mp. Redvl9fv TnMden9. ReUenO2v TmMdm9 flmlvgUv hAdNenO ReC.npMl TRMmq.dRulmWar ReMdvq.. ReWnpWv hWN1,9. Re14,9Ju TIgYNvq• RMvipWv heyNvq. L}S� 1� laeLq W-w 9,1420 La.AeB Las6,9 LmO,p M.Nq Lae6,8 lm6q lwgnp 'laaanp LWre lw.,p Laeaa9 LI L088n9 W.0 111811,8 g.Ya Al-.Tubo Mull.. 0�' .41f I111 .11111111 :$ 111 1111 11111 �� 1111111111 111111111 z � Qin t7QD W0 120.0 Iw IXII 711 Imo JN 170.0 869 1ra0 0'.e tiQO 992 Ina !10 +ma In8 17170 W+ ITO.O 1240 Imo 511 MO tow nao Wt 1roo Ins nao wl 120.0 11w 1Ta0 Rl J 111 Qb nao 705 ImA ON 170.0 050 IMO 664 imA 9W I7DA SM TWO 1133 170.0 Wt M. Isle Ira. 647 110,0 1117 17110 ON nao 1700 nao 660 IMO 1964 iTOO 860 161.0 201/ Imo V. Ill W.mh 17x0 TIT 120.0 tW Im.O em 120.0 641 +ioA 1646 Liao 601 71110 1795 120.4 7m 170.0 1316 170A TG 110.. 1101 1704 The NOO 178] nao 75. IW.O 1919 +20.0 TN 1]6.0 1919 170.0 iW 2 G� Q UU 54h t7a0 797 IMO 812 POO 956 770.0 691 170.0 Hie 170.0 TO, nao 1276 nao 643 1200 H3/ 170.0 647 1704 1591 170.0 020 159.2 JIM 170.0 ml 137.1 ITO 170.0 ml 120.0 1799 n0A 661 m O F'- OOM 17v0 1105 -0 ml Imo 1067 ima Ta 110,0 7110 im0 WO 170.0 UP Iran 641 1711. 1591 179.0 096 H56 Ills 1711. ton Ia. 1118 170'0 tow 111.. 1.19 INIO law 97.3 1618 120.0 100 Wb nao 930 1200 TO 7m.0 1111 IMA aW 1711, 1]64 no.0 9W 1Taa 1/20 Imb Iw6 1711] 1641 170.0ION 141.0 HQ 176.0 1112 117! tut 16&5 fiw IM.T ISIS 167.8 1161 8L1 1642 Ivx I161 g MI. nao 9H L7U 789 120.0 1764 IMO m NOD taw Imo tow INA 1472 170.0 tow 1Q,e IED 164.8 1164 12011 120 166.8 1730 64111 I1n 111.8 1764 91.8 1(12 164.0 1764 Wa IJr3 Hao Dw Z �i pp� 73b n¢0' IOB] 170. 646 170.. ITTO Im.O Imo IxiB 1320 16113 1101 M. 1320 A9A fOW 117.] 1320 I3)A IOm 1%011 1220 11118 1019 111. 17]0 I17.o +w/ 10.J 1]20 1110 101) 940 tlm 1@6 IDtl w # rel, 170.0 1122 11..0 937 H58 1164 164./ 1013 1265 1164 130.8 901 1129 9164 173.1 646 9a1 1164 1152 664 09.4 1164 Im.6 9R 74.6 tlw are 05 611 1164 9x1 QT ml 1164 913 9m j N Z F. rob 16111 HN.170 BW +30.4 1124 I4.6 9M Iles 1124 126.41 647 lO3A %Ia 1746 931 U. 1124 tale 915 e O +121 986 6W W.1 1111 09.0 592 1171 6113 to, St.. 1721 490 f J Wb 109.1 W/-111E 760 90.1 B1/ 643 120 11.1 Io W.1 TTJ 6708 N4' 73.3 712 60.1 w4 6116 701 'O 6M'41A WT 454 '644' 642' E78' wA 614 890'�w6 '334 I. Q]- fat' Z � z a w z m .o 986 Bat 113 BI.5M3 71.1 7Q 77.1 652 63.8 TIT 111.2 641 64.7 7Q 69.4 wl I9.6 112 611 612 11,6 712 10.4 011 37.1 112 199 Bm 31,6 7Q JIV301 37.6 711 31.6 664 � W p � tot. exe 689 w.9 6W 61.1 Sw 638 641 441 IN J0.B 613 89.1 689 41.4 05 31.8 Ra 774 499 31.3 006 342 101 10.1 646 30.6 1411 132 688 146 888 2J.7 JM (O 1^+1,,+ IIIb 8106 647 640 203 18.0 653 Jab 495 02 655 Q.9 407 30.0 865 WO QO 37.0 05 812 473 21.8 656 312 4V 24.0 655 27.1 451 SDA 645 1110645 22A 113-1, 45,6 /7a Ja4 464 ]170 410 340 /m lie 170 3x7 120 11.6 tN 19.8 JH 262 Q6 21141 Iw 726 175 248 4% 18.0 110 21.1 593 Ifl] 116 1J.3 176 179 787 F m m v X z 3 3 tub Sas ]311 2117 364 ZJ.O 330 12.1 364 tag 8]0 192 TW 16.5 330 1I.0 A3 Z O ((fO//A�� TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor • T.bi•(lb.) ANCHOR CAP.,,,,,. C evumle znamrel41 x64[ x6464 u rmla wu Pr 64920 law (OP•)X( )=ANCHORCAP... Arch LIC CalhOnem WEbe LL'blem 91C EM YIC Eko U1o[m YI'Eke.2n:m VP69Eko UWEI9.IM SS Ek. 'IQ SW 02- 8126641 MILLION CAP..,,,,,,, Anchor Clip Patlem• Uwem Amv9nv Wmm AWI0IWr 8-(0)U6 MS) et (0s) USE THIS FORMULA TO OBTAIN THE'ANCHOR Eg3e wurcl mt r x-IED t• 2.1w 3.12• 1' 1 2-112' 1• 1.Imr SUr r D.w' 0 .374• CAPACITY REQUIRED•CORRESPONDING TO AN Eme.mnml( 1.64• tau• 111,'1• 1.64' r I-IK• 1-u/• 1n1r 1.W tan• 1411• r I.v 1112' ACTUAL PRESSURE REQUIREMENT FOR THE SArcMeQ I]6•Mbl.o.GlsumvOnOlkel 196.1821 3mw XI,I . 0wM 1641% n w 2W IED ]HM 16464 20/64 20,811 BI6M 31164 ula moM OPENING,WHEN R IS LOWER THAN TE MULLION 4 AxJmn 19 x2r N..o.G ra1w.11vooell e4p Oq.3x T. . 72064 *�AA 9RM 6417 62013. WA 111064 wA 62064 wA 90:64 wsw 1.4. CAPACITY(FROM THE TABLE)OF THE SELECTED 41 Am74+ I.Ir SLn O.Gfaromva(v o6sv005p ag.4t owID. uWw wA xu. iwlW WA-' WA - wA- 1uA' WA 1764% 1-- 2%364 MULLION.IT WILL YELP A MINIMUM ANCHOR (Amnon W3.14n OL.f flI ASAn9le law ll5lp.51 iWM )6416. 1695% Wow 6901,. WA IWM IIBIW IED -1.1264 -02M -20!64 IImTa CPPACITY WHICH MAY BE USED TO DUAIJFYBAmeiJ6®3'MIn.0.411mL5Amb01bllpb.% Hmw 1170% SB//M BtOw 64064 NIA 71101% 1/22w 13208u 2208% IMw 1J27w tt'IDM ADDITIONAL ANCHOR OPTIONS FROM THE MY1.4G125'Abmffb.7t WA WA WA WA WA WA WA WA WA WA WA N!A 1/3064 ANCHOR CAPACITY TABLE 11664 tBA 12064 WA ]12M WA ND164 WA 811% IQ 188 MOM RRW211CTRF.V7JF-0 4Aml,vIW x13•Rho.09 010'0 Iww )O.M WA WA WA W'A 320lw WA WA WA WA WA 6RM M-IIImM w p3yin6 w.h ds Fbllde x.odi,4 NOTE:FOR THEOFFSET CLIP,USE THE SAME PATTERN AND ANCHOR VALUES AS THE STANDARDCUP. -y 1.062•f- -^�1.000')-- Ampt. Nol6-02)9.03 B p1m Data 2OIL� TABLE NOTES: B FIGURE I: FIGURE 2: FIGURE 3.- FIGURE4. FIGURES: FIGURES: t)SEESHEETIFORINSTRUC71ONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION hUun'Ibd1 H.Ale9 • • • • • • • • • ON LO SEESFORGENERALWSTALLA710NMETHODS. li 111111 • At LYRA 1,l 4� 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENWGWIDTHSIS ALLOWABLE • • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE �•y�-:' SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.0�'La 4'000• Nu.5W6 SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. FIGURES: FIGURES: FIGURE7: - O, STRATES:CONCRETE s"ALt CONFORM TO AC13DI SPECIFICATIONS.HD:LOWAND --I'•;�•y h 16 lU GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 090.WOOD SHALL BE • • �� PRESSURE-TREATED YELIAW SOUTHERN PINE WITH AN SG OF0.65.ALUMINUM SHALLBE __5063.76 AND BE A MINIMUM OF.125'THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045• .376'ANGLE CUP(FIGURES 646)MUS BE USED IN PAIRS. INTOO METAL S18 HALLSEXTEND ATTLLEASTE3 SCCREW THREADSBEAT I8EYONDTE MATERIAL#126-THICK AND A30.ALL 0 812 7•x4•x.3?w �11j 5��71irL� ANCHORS INTO WOOD MAY BE STEEL,IBA S.S.OR4705.3. T•MULUpN MUWON A.LYNN'MILLE'A,P.E. FL P.E.#56705 TABLE 8Ap¢gz MUNon Ce ael TaE16 c "'ll� OpenIn0 WI6lR(fof5e10tg'J1•6peMto mu9am)or0pm11n0 HolOht(for Aoaxort8*p81Wrg nxhcM) ti' am Som TOM mh wm Imm I Iml" I Iwh Iwh 1.29•Y -Rete00 x_ TrWW-x edmplet T,.",MRM6npN1 T.rdxp. RttN�1x T. I.N. Rw p.l 70014.4 Redmy�er 7"'el p_ Rede r,Wt.rp. IbcWplx n92rldnp. Plot.'- Tleyids �p � 1a6r9 - lnety Lvvlv9 LottiT Lm•Yo Lod. Loe4n0 Ivedep Lmth9 In+O^9 lvedn0 W4i9 Lm1q lve4n9 1u&9 Lce50 lwQt9 laliry �.Y 3.168•■ .les Mim _8� �� 821 z B m ~ tlN 1ra0 em vao 435 1180 1" 1m0 Re 1780 dea Imo sae 1788 Om 170'0 610 00.0 1116 116.0 sll 1m0 130 no 621 qa0 Nee i7oal 621 1141 1165 1ma I 42l 151.e 1769 1100 521 W ah im0 700 116-0 621 I"A 8x INA 661 1}0,0 9m 1TG.0 430 ITMA 11x USA eel 170A 1274 160.0 BIT 170.0 1617 170.0 Bw 1M4 ISw vao Bw 1321 +Ste Ii60 660 110.1 +Ole Imo Geo 7 = w.W4h vao 747 Val 503 170.0 M 116.o O71 1700 1016 170.0 Bal li".D - 1Na m3 Imo 1016 vao r0 107,8 1w0 irao 706 f>a2 fIm 170.0 766 110.] 1W 1780 rSe 101.1 Ib0 170.01- --ow ce e N 64W 1700 TO 1760 .12 170.0 0M na0 01 1760 1116 INA 761 1740 1276 170.0 90 1011 1370 Val) ON 1410 137a 170.0 655 122.3 7076 ITOA a, 101.6 1]16 1T0.0 081 91.7 1378 170a m O wh 1140 060 1780 161 1160 t0U 1m0 797 1369 1150 im0 era 1380 1101 187-0 Pw 1236 1160 IWO 010 111.2 1168 Im. 912 927 1165 NL0 m5 16.1 1156 Z 989 e0." 1166 161.6 W j M. IraO I. 170.0 119 160.1 1051 110.0 Out 1]71 last 1m9 687 120.1 1051 1620 016 1047 1051 1]20 en W.1 1041 126.1 fix 681 toll 110.6 am Sol 1061 1141 621 60.0 1061 110.1 N 7 [616 197,1 W7 IN.O 709 1343 957 141.5 065 110.1 957 131.0 7B0 161.1 037 121,6 717 020 057 1120 767 e3A 057 IWO 769 69.8 951 100.0 760 69.7 197 80.9 715 822 057 90A 12m 1281 001 IJ51 69d 1093 O01 It" 416 81.9 401 101.3 Bit m.l 601 01.1 Ox 71.4 m/ BLf 650 M4 dol The 61] ALB B01 723 801 0.0 601 e9B In 07 B01 60.8 � 7 9 76h 1091 im 114.4 630 H.2 7m 87.2 610 70.2 722 05.3 606 88.1 7m 74.7 699 60.9 7m 70.3 668 61.7 7m 65.5 5w 45.9 M 69.6 5M 30.1 7m 617 467 342 7m 081 Q 5 E 1016 1012 0e3,t03b 600 01.1 605 00.6 960 123. 6e] 71.6 eP 6].] WS 10.5 086 w.2. OBS 04.4 500 60.9 06s 40.1 45] 423 693- "1,3 513 x.] 693� 61.1' S]T 3L6 645' 60.7 9UN 03.9. 4t]- ea0 111. 540, SIS- 16.6 119 1).1 b16.50.1 Nf 111 416: N.l W: 1d4 '6f" l6S Ira, ]S0.916.a/.l 4m- 313 515 Fl-f. 413. m.6' Sla, xA: 407 20A" 616' 38.1 Q Z X B6h 61.3 453 51a 4% 40.3 4W 41,1 397 mO 463 41.0 391 Sao 453 W..1 US 382 153 310 379 21,2 453 00.1 374 72d ISI m.H 368 18.1 15] 21.3 Sm 11.0 403 m.8 334 N V 1Z p D lot 00.1 350 m.0 023 312 350 22.8. Ma m1 098 20A 313 m.0 750 3U So 21.2 ]56 ri7 301 10.1 US 200 ]x 16.0 061 16.0 2m rA M 111 h 39.1 xe ]OA xe m.] 370 30.1 ]Ot 711 3]e m.1 287 23A lb mZ ml IBA 514 79.9 289 17A ]x 141 243 U N Q W tmh 27A 190 7A3 161 283 290 236 200 10.9 tm 206 259 17.1 2x 162 ]3] 10.1 390 144 219 F y INh 18.1 mi m] IN TABLE BB ANCHOR CAPACITY ADJUSTMENT FORMULA g' go Ane OrC.ec OW.l0. ANCHOR CAP.,,,,e, 8 sualox 361tfa0. NOov o9u 16wchu F who" Mau (DP )X( )=ANCHOR CPP... Tpa 6'IP GwNnem yr Eh"9erxm PiP Elco YIP Ow Wrxm VI•F49u6meAt yr es Et 6IIPE80 UrmEke.10stm 91291¢1 11251816 MULLION DPP.,.,s, MaLOrCOp Palbm. Vhxm A9 WsG Ubxm A®dOly omw(M)Strlv(GS) 6010I(051 USE THIS FORMULA TO OBTAIN THE'ANCHOR 6 GneP.A 1• ave• I I. I 2-Sr slar r 2-v7 v avr a slur 7 o4P ax D.sA' CAPACITY REQUIRED•CORRESPONDING TO AN Emeeanml n 1dr1' 13'7 1- 1dr r 1.114• I-Ilr 1-IN• 1-9r bub• f-vr a 446• taarP vlel ACTUAL PRESSURE REQUIREMENT FOR THE 2 wnu. 7P wn 0. 1 awn 1 m 6m Oe 8mm So. IFA sxi vow 2m .n uola x103 a elfin Ihi 4 Som OPENING,WHEN IT IS LOWERTHAN THE MULLION 1 At["P]®1-w Nn o.c7stamq Pa560 023 tmM 7mm IVA wA rw tw ma WA wA Nm WA wA att. ltmm CAPACITY(FROM THE TABLE)OF THE SELECTED /A19tOn I;S un.oGa 95AIOk lr as* imm Tm Oa 6m hs- tsm e6 Im6w 6/o ms 6w n4 Na )-vola 7/S ms 6m ua t6mhe seztos ema tlm6 t+IULLION.R WILL YIELD A MINIMUM.ANCHOR 4ARIp3(2 aw'Mh.a.GIUU4-12Y A4rtv. IL11 N. ILA-- ..NTA. WA WA' INIP- 10A' 11/A I.A' IDA- WA tw. wAWA tIm 95 - CAPACITY WHICH MAY BE USED TO QUALIFY t Ax- D6 Im. its eb M. .1. Da➢q mwIm9a 171 em Ocala tel®5 la O31a IIDD9 22188 Swag ADDITIONAL ANCHOR OPTIONS FAOM THE 2M-@,.IP" Mot ]5a 9b NIA WA HIA WA im9a INN WA N/A W WA 311 W3 m b ANCHOR CAPACITY TABLE. THE SAME ANC NOTE:FOR THE OFFSET CLIP,USEHOR PATTERN AND ANCHORwALUES AS THESTANDARD CLIP. 1'NODUCTRP.WSED tl..plyios v109n FTniW u11dn6�'`Lfo 2 -0218.03 FIGURE is FIGUREI�I.260'-H • • • • TABLE NOTES: AtteptmmW ¢..Wlan Dia . • 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION nY ON LOADINO.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. MVSni lade f]08.. 1111117/1 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 19 ALLOWABLE, �`CT�(I- A'[�� FIGURE 1188• :`tip':'`C{4.5.;'••�F"9//� ANGLE 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS•SEE! CLIP MUST SHEETS21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS • BE USED SHOWN ON SHEETS 21-21 FIGURES SHOW SUGGESTED.APPROXIMATE HOLELOCAT10.4S. I ";- Alo.!ri17D5 IN PAIRS. a _ SUBSTRATES:CONCRETE SHALL CONFORM TO AG 701 SPECIFICATIONS.HOLLCW AND JJ D--- FIGUREd: FIGURE 5: FIGURES: ,GROUT-FILLED CONCRETE BLDCK UNIT(CMU)SHALL CONFORM TO ASTM"0.WOOD SHALL' 1.. '-0'� y( gl�'!Ij- • BE PTSESSURETftf:ATE1)YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE i /�'• 51111E �V: 808'3-73 AND 8E Ah1MIMUM DF:125•THICIG STEEL5TUOSTO BEA MINIMUM GRADE 93-0160 • 0 .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.126'THICK AND ASB ALL tz"'X3.1BB'X.265'MUwON .,-- `AC9� • ANCHOR9INTO METAL SHALLEXTE14DATLEAST3SCREWTHREADSBEYONDTHEMATERIAL (' •/;,�ONAL- L • 1110 8 1112ANCHOR9 WTO WOOD MAY BE STEEL,168 SB.OR 410 S.S. A.LYNN ti11LC�n,P.E. FL P.EA 68705 TABLE 9A of MuWon Oa ap@ Table alit+ $_ Opantra Width(for mugpro)of Op.ning HDIDIII(In IgA2pMe%s prl4rq m]Tats) mh mm rDh mm mF t001n 12OF 1/DN 1mN .136.330..RmlmWlu,TnpITNp .RmIVQJeI,4II0f4vq .pcimV ,TfI...q -RlclaN ,nap V Lm ftbr .TLd , .RmIm2DW TL."'o t41. .ryaaf T.1... LII ftI TnO If I Rm11. TpMA1m. X.+6h7 tmaxn lmam 6o11+D tofern 1m5y imam lwam tofa*a 6mam tolacD 1e16p town 1mo.o Lmam xamnD tmD.q 6mam lmaw �t g e h llh1111 111 #1111 11111 11 #1111111 �� n i m am Im.D am +rob a3 nno rw no.o IN I'm. 5Be Iron me rtao wx +mo ata vno it'. +rnD eat in, me nD.o u+ In.l B+3 .1) In loan IBa Imo u+ ne H+3 uno u+ IS. Bao to Im.D III Imo W Bao !M tn.e ere 1i0A lm 113.T ere Iron eat 1m.1 are 1Ta0 en Hit er1 Imo em Dib Ori 170.0 Fm 616 OIe +m0 a6o Iv Bit +m0 CEO 7 US mAnN BDA r. Im.. �] nap Re I- en Im.r en 1m.4 O01 1]1.0 In MA lm 1— On n8.+ ae 100.3 In Im1 bee e11 n1 IW3 111 13.1 1n Im.2 em eao /lr +mJ m5 � Q'� V) A m7 npo a +n.1 ma +tae MI I— eM +m.o em IS. aeo est IN +i1.e BM n1 ew nae au 50.9 em IrOa a2 at.D em Ime es W c O mm Ia3 Ta +St.e MI 1nI r10 +av 020 IOx.] iPo InA 608 2 N3 I I 343 roo Ta +0+.0 e42 ITS 71e mA _ Sar )IB DSS Bas 81.] rY 613 Sa la0 TIO I. W cc � M WN 11J] on 1nA all 10.1+ 671 +111 306 mA en IMA 935 17.3 In SIA ne MT BTI 832 314 Mb aii $1.0 BN els In Ito STe IU on Tal 520 ]67 n7 1e.1 Bn � mN IOT.a B+1 ....1 6m 68.1 IIT nb 010 ila I+1 MA m1 Br.S all - am Mb B+r r18 a1 U.e all .0.T 1. Iia 1n Ba1 Ib 30.1 611 rob la 354 Iti 11r let ? pW, rih 32b Bte 61.+ a0 0e.i 3+6 71.1 Im %1 SIS M.2 at 51A 616 Se.8 425 /al 510 M.2 I10 IIA 813 W.T 414 315 111 1a6 103 39.e ate ISA lm ]aD 510 110 105 Z J ram m5 Lea 117 IaB m] IBS 1].e ]m m3 185 a1.1 Sm Il+ las 1]A Bal 19.] IM 10.] 3T0 13.1 Ia 1T.1 nI "1 105 11.] Ja 251 Ia 38b l6/ ]20 1a5 ]81 mJ � '! � 111111111 TO F M.2 III NA YI SU NI ST? In 04 IB Sae n2 I0a At ISA am N.1 111 Ito Sm no III 38.1 3% fit 41 KB pl1 AS 111 m.1 Ja 111 111 32.7 M5 j �1 Z 332, 4J6 111 IS.I .U2 51.0 2e3 'm3 3n nb 186 '261 InI20 '2Jb 533 x61 n0 2+1 in M.l n2 n.T 512 21.5 268 112 332 IOb 26] IJ] n2 151 ]Lp I"' O V p6F SSA' 1B1 J5.1'.38D MI .At'.JO.] .158 :SSA' Z91 10.1' .282 :Ttb .751'1J1' 310' IB.110I 20 .rM 174'11+-.194':2/1' 110 .rIC MI '270. 0.5 23+' 154 tn' +mm w.e zw. x.t spa m3 im :+.r 1m +i.s 2m 1n5 x m+ Inm ne 1te 911 tai I" ile 141 1M m2 ]16 I0.B +DI 741 n8 +/A 1mm n.a la lax np w lar +aa to X Y Y • N v] N Q w g 09 .w 1n TABLE 90 ArOwC6 acl Tabu Iba ANCHOR CAPACITY ADJUSTMENT FORMULA: p K sWe46 ]]a 0ulaela l3a sae. IkbAG1a3 iNeO CAUL PTMem YAeitl ANCHOR CdAP.a...r (DP_I X( }-ANCHOR CAP. Yte'Rm iAgo -S1+CEm IIr8S Ek6 ale 9lne *1284N 11251.d MULL ION CAP.v,,,. ARDNOTCg PpItOmD 3n6'FkD UWmon +Ir 6kD UWmm Unem Y16'EieD M1IIBm trI•F2oimnrm Pppe061a Ul- Apg1081u 68me(OS)&-P5) 8we(n57 D USE THIS FORMULA TO OBTAINPONDIN TO Eam OBmwa4pY +' z•m• 2•Bz 7nm• 1• 2.Or z-in' r 3•ve• v 1 8 1.M 8124• CAPACITYREOUIREREOUIRESPOT IT TO AN EmefamM MJ fAll' tS'N I.VI' t•Yr Y evr I.III• tAM I.vI• fail• +.vl' r +S•6• I+LD` .lel ACTUAL PRESSURE REQUIREMENT FOP THE T AmDvI @I.]5•Mh nnl9tuWmm0eml N,+Y 3 ee 3mw Imm room IMI- 2i0w 2 am JM 11o1b nim awm save M+m 442m Smw OPENING,WHEN R IS LOWERTHAN THE MULLION .AmnM4et.m'nroo.c.lslmmr51aa6epOpPIp.2Y lm o. rmml wA Wn wA NM 3mo- WA 1w WA wA wA mew M5w n20w CAPACITY(FROM THE TABLE)OFTHE SELECTED 4AMp1®YPin nc.iRl as Amkt3n1i1Fy JY.imb 7mw .Bu b1 tames +ax,m MB me wim wA .lm1b Ne lm emm II92as 'mrm maw nmao MULLION.IT WILL YIELD A MINIMUM ANCHOR ]Mnn RnM'kiD.gLIVCp,Nto.tOP A6m IRp./Y WA RW W0. -WA NM WA WA. NM. Nu WA. WA NIA A - WA D50m CAPAGRY WHICH FdAYBEU9EET TOQUALJFY I Azl6ar NO(111. tDJbD 185 We 33561 IIS MI 62216] IJSm I/Om 177m 370Os 10/1m 3nm aim 17om IM ]mm ADDITIONAL ANCHOR OPTIONS FROM THE TAne1v1 1.13'nm O.CJ TdDDm.e Tmm ]mm WA NLS WA WA tmw NM NM WA NM WA 311m 112m 5001m ANCHOR CAPACITYTABLE CRODULT REVISED mmprifarilh-FlakL FIGURE 1: FIGURE 2. 1�� IL 7eF3�Cb0< TABLE NOTES: BBpnlmn tYWe 4D4I • SEE 1FORINSTRUCTIONSON USINGTABLES AND 25 FOR OMI troduei ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION MEfHOW. 1111 FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOIOR OPENING WIDTHS IS ALLOWABLE 111�y{LYNN __ ] IF ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR MOT DIMENSIONS,SEE 1260' ;;•,'' TCF-r'SSi. .F9 CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS = �` ;•B BE USED SHOWN ON SHEETS 21-21 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. qp.58705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW ANDLa r II'' .'(� FIGURE 4: FIGURE'5; FIGURE& GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SMALL CONFORMTO ASTM C 00.WOOD SMALL L .1�. �11 ' _ HE PAT YELLOWSOUTHERN PINE WITH AN.11011.11,ALUMINUMSHALLBE _ _ -i� �' t' p •,� L'!, 008&T5 AND BE A MINIMUM OF.100•THICK,STEEL STUOSTO BE AMLNIMUM GRADE 33AN0 7 045•T RS INTO METAL SHALL EXTEND STEEL S BE AT CREW THREADS S ICK BEYOND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 39CREWTHR�ADS BEYOND THE MATERIAL MLWON � p10 8 g12 ANCHORS INTO WOOD MAY BE STEEL IB•B9.S OR 410 G.S. A LVNT•f MIILF�i,P.E FL P.Eg SBTOS TABLE t0A MuMm CO acIy Table oNel 0115 7ob N. seb ln1 ins, IaLI I.ebi36EJ20.-RIt]..1vUl Ngfiule0_. Rn]an06.1 TUptT]- Rutm}Lc TupRricqRa.lao4'a[ aplustq. RuuepOr- TuW;Lt W4upWai. T."u" [TNsTAer� RlumpolL IL->TOu0. �Racllpdb TIWMT .WaOn] WadmO' I<t6WtaiM9 Lpa4n0 Loa5n9 1m8n9 Lon6M 'LcaM9 Wft W ft Lw o We6M 1»600 loMnO loaepS •E` ' �. 9 ';.- S.. S �.. r. F ¢ E § -� g .§ .9. .'� d NuBon € 3� a � �� @� c �� cA @ �� Ott . E� E 4� 3� 3 G& 3 g� 4 iE 3d I Ya 3& a 3� f, Sa it a a�.Fa 3& is 3€ €a 3 Ea 3 a 3 < 9 td $a � 841 4+4 8 Fa 3d @a z RIO 117.0 617 OOD 175 Imo 41 174E NI InD l4 1160 909 110E l4 ODA fit9 1700 ills 1140 621 in.. IUs 11Q0 us Im W!e 1n. ut 1101 Ins 1140 u1 TMA 199] ma 41 Nln 170.0 TO IME ill In.O 150 like 641 In.o 917 110.. 00 170.0 tin Int 961 110.0 ins 1nA 6n ITQA 1417 Img 690 1700 11N I"A 6BJ 169.1 un it.. see ills 1]n 'no We ' W 60.636b 110.0 711 1100 43 110.0 191 ill.D 631 V4A las 1100 601 in.. 110 110.. n7 1100 146 1700 T41 tio.. 114 110.0 i4 PYO 1191 In.O Tse 167b 1011 tion 106 1311 len IMA 117 `G �-3 6110 1100 791 110.0 .12 110.0 956 t"A 691 110.0 Ills IIQt ns like Ins 1To.1= 2�1 0.0 1471 174.0 01 117.6 166 110.0 656 1661 1169 Ino 091 1H.1 1769 wao 661 111.3 1151 170.. 41 W o0 s- seta 11.0 14 In.e nt me 410 Intl 111 in.. 140 nYD to VIA 1/P 1n. 61.1 1611 1791 999 46.9 1611 1T1e al] 1M9 1711 110.0 141 4116 1611 116. Wse 90.6 1611 1160 106] 61117 117.0 9W 1100 146 110.0 1116 PYO 0W 117.0 1W1 1160 40 1u.6 1]70 1tOD92 UIO 1100 af6 125] 1710 161.0 141 TNI 1]17 195.9 1017 N.! 1170 165] 141 /8] 1170 155] >el0 W 4117 117.0 911 110.0 709 170.0 Ii69 1760 9N 156.6 1N0 tT6o tON 1]U I4e 14.{ 91.1 1111 111.1 1000 1069 1311 179.0 909 94B WB 1W.1 916 n./ 1NI 1ri0 916 ts1 uss In.l 916 z (aj3� >: 17117 In.B 149 110.0 179 1]48 7019 160.2 l0 119.1 149 1321 175 IN.9 149 111.1912 149 In.? 111 Us i49 IO2i US 09 1049 4,] 625 4.9 149 911 He 69.4 149 91.1 an q a T15n 117.1 NI 119.1 01? IIBe NI 1241 BN 14119 NI 1113 ,191 173 ]II 140193 41 91.T 74 91.1 41 16.6 161 696 941 17.6 TN 61.0 41 i1D TJi KI 41 11) 776 gb Z --$. '11117,117.0 B4, lli 6. 70 ilYe. 191 IIW IP'.4] 04.Io2A 151. BTS 0%. 1L9. 133. 691'- M.I. TW 66.0. BN T03: niT 650" 44 70.7 "701:.11.1 64''610'-Mlt 11.7 .'01:'4.1. fiW Q r ... ..90b.:.B5.9:.MI..-K1 -596..111..bit.]4A�-64 Ase' .631.AS] R4:341--617 6A9i.i�-61.1 lil: Su�J10 611 -AOA 41..]Sl-.317 All bt9'..W:f'. ml"J61' 631 2411 Ail ]i.]: Sxf f Q W a 86117 10.0 690 iL Sn 690 690 DIA 610 0.6 590 53A 600 N.7 6N N.fi ]IJ 690 110 14 ]61 60 ]9.6 14 ri.6 690 KI 111 26.] 190 ]L6 169 0.1 60 ]9.1 14 F J(p,I Z y C I.I. 49.1 14 4.1 NI /1I 111 1].I IN ]5] 14 11.1 101 ]I.1 14 17.911.6 166 991 J4 21.9 14 n-1 Wi 901 14 ]1.5 ]02 th1 /4 111 319 166 /N 19.6 ]10 (n N L r 17im N1 U1 46.7 soo ]62 N7 ri] ]0 227 U1 ]4.f WI 26fi 111 ria261 111 17.9 ]TI T2.1 NI 24.9 ]R 101 111363 11.1 NI 193 751 NI Nl PA )51]6] 317 ]6,1 34 ]02 171 ]LO Jn 769 ]n 26.8 IN 29.7 ]n 211161 171 2L] 726 161 Me Its ]It 161 ]/I 1sT 39 K X yNy N IU In 910 262 215 42 1fe 207 116 239 1S.. W 16] 916 V N Q 3 3 as Z O F chorCTABLE 108 ANCHOR CAPACITY ADJUSTMENT FORMULA: AnOpedry TObt16bN tm6 2.17 mrlme 661Cm0. N au FV WU 11 CII' Ieea (DP_)%/ANCHORCAP.,�,,,,\eANCHOR CAP.., AnMT1pe OTIC QI.U6ncm VI'EE.VBm1.n "u`-. YIPS]l... -11:.WrxM p1•$S FE.worst.wSOQt.MARYId 012&1 1 M28W ``M ULLIONCM.,...,,../ MchorCNp Pelmml ut-t,, AnnUor U- paean 8trtv(w)9Dma(06 s-(GA USE THIS FORMULA TO OBTAIN THE'ANCHOR Popo0112 i• ZIP r .117 1171• r 21 D'r zvr 2 NR r o.w Yw IT CAPACITY REQUIRECORRESPONDING TO AN lTn.ornw w1• ts'o lav 2 w1• 1-11, f-vr 1d/1• 41]1 2 I.ve• - roles ACTUAL PRESSURE REQUIREMENT FOR THE Sacaa9l.uY wn o.c/9vnW ao6ul V± Jmm D9Dm p].a room 1611m nobs a m ----.-T 713119 J e 4.. =. m vAlte OPENING,WHEN R IS LOWER THAN THE MILLION 4nmlws®1.IV-OG Is-M.r ut6N5QiD Glp 27 Imm Tmm 1771 wA �Nm � WA �3mm WA WA 14- 1. WA 42m M. � 1120. CAPACITY(F•RCM'THE TABLE)OFTHE SELECTED 4AMt S -07 315 c ]I $ TOO1]s' TTA&.- seDQ6 1550. mmm .:AOmt D1Dm NM i601m 140 B's t9p1 112290 602Ws' 005117 t120ea' MULLLON IT WILL YIELDA MW9MUMANY:FIOR' 9Arci0o a m-NIL QQ i u$•b9..tOPAAm1. 4i- WA aC. - NM WA NIA WA WA NM WA WA WA WA WA - WA X06 CAPACITY WHICH MAYBEUSE010WALIFY' 1A1eMtFC.p g tmd IAS. 29/m sam ea In 1]sm tmm 117.17 vol. let ST11m n9m vo9n 3]1m 2mm ADDITIONAL ANCHOR OPTIONS FROM THE 1An-4 L154I QC/P 2.M Jam WA WA N4 IDA loom NIA WA NIA WA WA mlMs 4/3m W ANCHOR CAPACITY TABLE PRODUCT RBVISFD cm.p1Yb*wilh Ih.B41m FIGURE 1: FIGURE 2: gctry"lmca�74p 1G'02T8,6^j TABLE NOTES: -1.250• E imn DMe • • • • . • 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMABON BAj v�Ibde PaNp ON LOADING.SEE SHEETS 2A FOR GENERAL INSTALLATION METHODS. \11111111, 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. IN NNgf•L(F. FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.450 •:�':'1lCENSp •� ANGLE SHEETS21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS BE USED SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOC- ATIONS. Nn.50T(ir W PAIRS' 4)SUBST TES:CONCRETE SHALLOONFORMTOAC130TSPECIFICATIONS-HOLLOWAND A ,, FIGURE 4: FIGURES: FIGURES: GROUT-fILLEDCONCRE'TEBLOCKUNRjCMU)S)W.LOONFORMTOASTAIO&7.WOODSttALL "a -/ +O b•:'yJ ' 1'. •/I f 'eGPRESSURE TREATED YELLOW SOTSTHFRNPINEWITH ANBG OF 0.55.'AIUMWUM1ISHALL OE .6w • 6083-T15ANDBEAMINIMUM OF.100'THICK STEEL STUDS TO BEA MINIMUM GRADE 33AND -- -"� ��„'•.,A'((7RItiH.'(q .045'THICK(18 GAUGE}STRUCTURAL STEEL TO BEAT LFAST.125'THICK AND A38.ALL ANCHORS INTO ILSHALLDEXTENDBE STEEL. 8-8&S. THREADS BEYOND THE MATERIAL i.251X3,2 • 0 108012 ANCHORS INTO W000 MAY BE STEEL 1148 SS OR 410 SS MULLION A�FNN1611 L'P.E FL P.E.p 58705 -ABLE 1 JAep MUWen Cepeo@y Tebl➢gbute) Opening W140 pore AIca szpafa"mmom)oTOp6n1nO H91p61(b1MNmialysponTW ITLOOa) r�G Win Win /0b Nn NF lad 11 fill, IADN 160in ,t -'1261384 P..VDW TndVi.R- R.P.,%lr TRp1TaN. RldmpAa Tnp'Tdmp. P.cieg9lN TnpRA.rcD Plddgul0t Ttnp/M.np P.dugAa TnROAa,q. RrdnO do TnpTAcn9. Pe[Imphr Tnpnfm9. P.ct>n9Wr ittyfrltep •]\ Lood]0.- tnsSOO. IeW4. IaoOna- IaNirq.- laeCiq, Lo M.ry LOn .lt.5%- LoeOry. L,-,, L..Sfq- ..ft. W&D. ludaq 14.Oip I..,- L.I7i4{ ✓'X g i. - 6� AIW41.TYbe. .� 6^.E : . ,: F .�- ,g. .. .. €_ _ + 6 F f. £_.� 5? .. .. 7AIU4n h f`e-S �& � - a $ € rad ase Fa � a aQ as a�a �a 3 to s �a a s9 as a s a s a a as a o io- 12a 110.0 DN 110.0 Im 1N.o w4 170➢ 111 INA D0 IIOA W6 INA 192 1701 611 110➢ 1118 1140 631 110.3 1210 1700. WI 1700 1188 110.0 631 170.0 176 17L0 111 "to 1917 170.0 at W ,.I, 74.0 TO +10.6 611 1NA NO 1700 610 110.0 9# Ilot 00 ]10.0 'm 110.0 a, 110.0 IR6 +100 611 '"a 1111 I70A NO 1704 +IN IN.O Out Pa. 1913 IMO NO 170.0 Soli MA 600 � N Sam$b 1101 741 IT00 no 1ro0 05 woo am IND 1106 170.0 694 1]40 1195 Imo iN 1140 1715 1700 H) VIA 1454 170.0 ISS 110.0 1193 110.0 iN 170.6 202 110.0 No 1140 2191 1roA IN � � Nh 170.0 rol INA 6R INA 958 110.0 691 IN.O 1110 1140 151 Ii40 1]16 1ro.0 003 1140 11]1 1140 1]i IN.O 1610 IIQO 610 100.0 Ni] 110.0 NI 110.0 9101 INS 101 IW,] 210 110.0 Kl ED O V O Wie 1140 Its 1100 110 1704 NW 1100 191 IN.6 RIO 1140 BIB 1140 Illi 110.0 911 1100 1591 1140 !% IN.4 lin 1ro4 fa, 170.0 SIN 1M0 1061 NU 310 1]00 tOW IN.S 11W 110.0 100 V m N Wb 1140 90. 110.0 NS 1100 111{ 1740 0W 1100. 1]R 1140 NO 1140 1101 trot 1015 1140 161] 1140 106 R0.0 16:9 R0.0 1R! 16fl1 NN 1110 110 1116 4110 1100 1110 111.7 SON 1ro.0 1101 W J § Nin 110.0 911 110.0 iN 1140 1160 1100 60 IN.O RN 110.0 100] 110.0 1510 110.0 1018 110➢ 115] 1100 11% INA 1108 P0.0 IND 1430 1/W 170.0 1275 1229 166 740 1]N 107.7 ISM 1NA I1t6 z N rd Nln 1140 1061 170.0 78 114.0 1176 INA INS 110.0 14" 1140 1126 1740 1110 110.0 1420. 151.1 11]1 1740 1115 136.7 1110 169,6 1388 1136 I. 1519 1101 993 111/ 1WA 104 04) 710 tall 1m2 j P -q filo 1740 "a 100.0 IR 1740 1]11 60.0 ION 111.6 1556 110.0 1109 1110. 1656 1wl ms Till 1556 ISIS RN 111.9 1616 IAL] 1]51 561 NN iR.7 1729 Ni 1556 1121 Rig TTI 1758 91.2 1416 J Z s .Tai, 1No 1151 1101 NI.110.0 tial.I= 1116.imA 1110 iml 1345 .1784 1117 1520 W. 1212 1177 1X1 120.10.1 1177 129.6 1191 909 NN. 1149 1110 713 1111 1106 1110 W IIII 109.] I1N 6 O �' Q I. :111.0 1110 1161. 896 1191 11 N: 12]0. '9!' 1015 1010'14].9=991:-E/B 1110ALI 916' /49' t1N..Ot6 9]]'.TLO511p,'N] 91p'- S9l '1110. -ifiin 117.0 9i5 ills-eR 91.8' 819 101.6'659 W.9 117 11]'-102- ,til,-971 ala-629 -4S.0' 916' Tll1 d17- W.9 ITS 6SA:-6)1,.A98'J s W4 10' AIA'.913-12]' 176. 148. 976..491. 1611 } do 10 in 10.4 771 10.0 616 685 171 70.7 60 R1 111 {1] 101 610. Ill 6{0 610 Ili 171 190 IY sit 711 11.0 Ni ]Il ]it N➢ 611 9A 711 75.0 611 SST ]71 31A 61a U7 �B ill ie 161 770 ill 661 611 770 65.0 {W N.I 7W 563 NO 47.3 710 ILS Ill 12.1 ND 15.0 19 P.9 1]0 11.1 614 ]1.3 110 h8 610 21.0 iW 759 599 21.7 1W 0..6 NI W C1 NaN 619 vc IN no 109 191 104 oil 6W 41. 610 t/.] 552 R.S 610 112 610 1].] W1 35] Wi ]30 610 73.] 611 35.0 621 21] 610 210. WI ]/B W9 117 610 N.t WI In N iN in 10.1 33 35.1 IN 25J W7 NA 395 NA /U i5A ]90 21.1 IU 224 >% 19.3 1. 10.0 7B1 17.7 13] N] BILE 1 a ^ z410 Ano orcepSelry TeNe(Ib6 18 ANCHOR CAPACITY ADJUSTMENT FORMULA: 4mvda 2nmxldl 569cat ) I,,-mu 9seawu wNa NC9 (pPA.)74/ANCMORCAP.,e'-)aANCHORCAP.,,, Y1SEP0 V/•93Elo YlflE o VI•SSEPO mO.W 10261x1 IR31 J MU LHON CAP....,... Axlq Type 9na Oeolmam ve Otoum><m Y+C Oto WIIm v�2lcpuvNm A9yno P5) USE THIS FORMULATO OBTAIN THE'ANCHOR AncA4rCep POlUmI VVd2an ApgeOVa Utm[m arc Som.(00)SOmI(G6) su.. Edg. a.-a 1• 2.12 1• 21,17 5-119• 1• 3-117 1• 2-Ur z• }119' z oA0• 410 ass CAPACITY REOUIREW CORRESPONDING TO AN 6nmP4N0 ur1• Ia1• +a4• ta4• 2 t-w• tv� t.vr t.v� a+n• +-v4• 2 1415• 14l, rete ACTUAL PRESSURE REQUIREMENT FOR THE zArcmn aiY Wno.Frsl.dr4a tc t poo m. Asan eNm +6411m 4r46s 90. n 4oza NI81 ae Nsla ]ltim 4898 sofa OPENING,WHEN IT IS LOWER THAN THE MULLION 1 AAIrp] I.u•Nn oclBb+me1 tm,cp 41937-1 ft im6a nu WA x10. Hu s9a WA Iw NIA WA laza 610a ++Na CAPACITY(FROM THE TABLE)OF THE SELECTED IAntlnl 'TNh OCI a9Avolec T 017 W. 196 wlx -I59Nf I�Im mam9 D9R6 1770. rEatm 114 en -emw i692➢n Nznn e55oe Hap¢r MULLION.IF WILL YIELPA MINIMUM ANCl50Tt 4 An1aR 051'MhIOGIVLt0Im0'1pQ AWA 4 RIA tUA •• NIA•• WA IIIA' I+0." LVA'""'IIA- A"�"NIA+ -WA I:N III WA "126148 CAPAG?Y WHICH MAY BE USED TO QUALIFY BArtM{FC 1S 19c9 To" m" 4%n .ram 1]sn 1". molm t 4a Im 410n Ron 221 iT6 280105 ADDITIONAL ANCHOR OPTANS Ft8k.1THE 2AndM 1.IY Nrt FFI 20 h] 19@4 NIA IllA NIA NN /m DB N1A WA NIA WA WA IN IREI 66028 ANCHOR CAPACLTYTABLE. )W d.TAY BeWSDD mmplyitM 6611b 6o Fl4d► 1.250•• °1daig�y°y4fi•02t8.o3 FlGURE is FIGURES: TABLE NOTES: BiDIn D �A2i • • • • 1)SEE SHEETIFORIN6TRUCTION60N USING THE TABLES AND SHEET 25 FOR INFORMATION r ON LOADING,SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. M� Dade hOAxl •E11111111 2)LINEAR INTERPOLATION BETWEENMULL LENGTHS AND/OR OPENING WIDTHS ISALLAWABLE FIGURE 3: ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.4• x.6+•1, J"= F '•.'1' ,� CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS Be USED ON SHEETS 21-23 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. i1n.60765 _ IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOWANO .l1J� GROUT-W,LED GONCRETEBLOGK LAVIT-(CMU)STIALLCDNFOTA670JSTMC-90VMW SHALL - ','7 FIGURED;' FIGURES. nGUREG DE PRESSURE-TREATED YELLOW SOUTHERN PINEWITHPN BG OF O,L5.ALl1MLNUMSHALL BE �4, • 6013,T8AND8EAMMIMU.MOF.700'7}OC)(.STFELSTUDS'70BEAMMIMUMORADEMAN0 OB A LEAST.I2S THICK AND A36.ALL _ _...L ANCHORS INTOM METAL SHALLXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 6108#12 ANCHORS INTO WOOD MAY BE STEEL.18-8 S.S.OR 410 B.S. 1.2YX3.94 .624' A.LVPUFM1 R,P. ONE FL P.Eg 66705 TABLE 12A Opening Width(IorwrU;;MsuMC.DWi!Cp6a8n9In7'B Height(torrof{ Mrg radlan) -C Mb Bob, 706 MBI MIA Imh 120h IIOh ICOM , Red»031r T-w"10 I TI 4• R-wo I Trpmla% ibeUrpd4 IepTtl.4 e1xW04 OPINmB Red4g04 TnpRXviO RWW�.I4 Tepml•Ip. ReCenpYer Teylnm9 Recnryp,I4 T p/mmg 224x,26 l9edlg Ll,.m 'g taedn0 L-ft I-" LO-ft LO10ng LmdnO won I-In Lm6 pg9 gylvvdam uong wean Io.*2gg Loedn89, U.evo U&IM P.Li Num n . S.$ .. 4G - � & & �d ` �. 3" tr � • �3 ,tv -� ".Ty qq Tgpp ppyy g$g$ qq¢¢ $g ''gpg0 Sg ppg§ qq55 gggg y5 gg gg 5g gp gq qa qg yy far q5 qp g ye $ qg yy 5g np q8$g qp *g pp g �' Y i d aS 3@ 2P i 3 d SE 42h 170.0 BLI 1760 4]5 inel 153 110.0 In 80.0 688 17¢0 609 118.0 eD1 1740 518 110.0 1119 1709 Mt 1X0 1210 tX0 Of Inc i4sal ROA 52J OOA ins 1X0 ut 1100 1953 110.0 Of O i F- NM ROA 704 170.01 624 170.0 I 8N 170.0 6M 170.0 092 170.0 We 170.0 7173 INA 697 110.0 1270 INA 077 110.0 1417 1MA NO 1170,01 1700 IM-0 6m IX.O 1953 Ime MO free 226? Im BM W 66W h 1740 747 iWel fB) IMOI 090 I70.D MI 170.0 1028 170.0 aM 17¢0 I19S 1X0 723 1760 1315 1160 747 170.0 NOB 1740 708 I I]0.0 I 1703 1100 769 INe SOn 170.0 JM 170.0 2791 1X0 788 020. n0A 707 .10.0 Dlv 1709 Oe0 170.0 ml 1Me 1119 170.0 .M ..0 I- 1HI0 302 170.0 14L 1X0 h] 170.0 1602 1X0 368 IT0.0 191] 1X0 021 1100 1231 170.6 Baf tI60 2650 1]0.0 681 IJJ 8 MM 110.0 OM 1709 At 110.0 1We 170.0 191 110.0 1110 170.0 070 1X8 NR 170.0 AN 1709 1602 1109 988 170.0 177/ 1100 103] 17¢0 2125 1109 1053 1X0 1178 1709 108] 1809 2002 170.0 1053 9.fh 1,0.0 953 1709 710 1T0.0 1118 TIDO 650 170.0 1202 170.0 MO INA Has 1160 iMd INA 1073 ROA ON 170.0 1099 170.0 1122 170.0 1331 1X0 1189 IN.? 2551 1709 1171 1159 2551 170.0 1171 6 $06 17(10 074 110.0 To 110.9 HBO 1X0 9m 1160 1]02 170.0 7002 170.0 15M 1700 /020 110.0 1753 110.0 1155 110.0 1MB 1X0 1210 1TMO 2376 170.0 in. 181.9 2131 1X0 1202 1]29 1477 170.0 1202 Tib 1X0 IOM 179.0 MB INA Ins 110.0 1009 1X.0 1102 It0.0 1128 170.0 1NO 17QO 1223 .]0.0 1913 iT0.0 1116 1700 2125 1X0 1202 'IS.6 21M 80.0 14M 111.a 2102 ROA 1529 1091 21M 1760 IMO z U�gj p9 7Bb 1760 1112 1X0 911 1709 1028 170,0 IOM 1WA 1570 170.0 1209 170.0 1702 1710 1312 102:1 7860 170.0 1121 538.8 1902 170.0 1605 1232 1980 161.8 LI /020 106.1 IN. IM.O IN$ 929 1990 1627 1031 111 D.6 $ Teh 110.0 1101 1740 BST 170.0 1181 170.0 1110 170.0 fell 170.0_1202 80.0 tM2 170.0 INS IM.T_IMI 110.0 1474 137.4 IMI iWA ISm 1115 153{ 147.] 1473 081 1021 139.6 1459 RA IMI 137.8 NM Q On �- _ iXO.im:IXe'ITN.'148.8-ima•1mo 4210•1212 1303.1300. 1109-/I119 Ins. ML3 ITT9.§&4 1398..'110.2.IIR_'MD,':fall-NI:B'lIV- 715"SIR,19,0',I=,80.0,.:1298-FI,] 1785.';65.9.1998.��768-.�T096; ? Q N Z mfl:YITA'1ffi-'1511 Ym8'1$e Y7Tr-.171,8 142.83U T 'i1f1]OM:YR.- 1229 Sae-WNL'87.8:122¢099:IM X:/:'1229.#2A-TD/8 611:1111:722,803--M,T: tla 65.9. �. 61.Y..1123 621. 100E IOl6 'W1 101.0 MT M.] 971 BDA 971 711 MB 61.7 911 MA 027 67.6 021 61,3 876 el.B 871 LB} 015 {ll 011 19.0 798 ]7D at 53.0 782 324 all 40.0 777 to 533 ID - Iltb OSA PI9 W3 022 709 918 elA ale 70.0 000 69 10 6]9 iM 939 919 58.7 lel K.7 BIO 61.0 7T/ 38.7 910 11.6 708 >,.f 918 10.2 742 29.8 BiB ]7./ 732 IWIyy X Ink, 168 tel XO 7I0 829 TM BAS IN 640 025 P.1 TM 40A 602 4t.9 102 53.4 077 57.7 702 168 (60 31.8 TM M,B 833 17.0 TM 3I.0 021 258 102 114 Of -T Q % 07 15301 47.7 818 53.2 602 38.1 618 ]1A MB 31.8 191 213 918 281 /M 21.] 018 263 q8 21.8 653 229 474 182 026 10,6 IBI 188 1118 172 156 13.1 619 1¢a w V N Q O O Z y RI 12B ANCHOR CAPACITY ADJUSTMENT FORMULA: �� §O AnthorC1 T•M•Iba ANCMOR une 2TS d3xcMe 96020-. xo6w7au BDe9a6u roma MdD (OP.)X� )=ANCHOR CAP.., M61v71}Pa .WIkOuSeO. urm.u.- an,Dm 516'EMa Mreem Vra90u;-- vess6M0 UICEMO ve 59010 DNMItl 912- /118532 MULLION AnohorCap PRUAMS MO.. AggnOda urmem Alewaa Brnvlml stre.I6r, stray L6a7 USE THIS FORMULA TO OSTANTHE'ANCHOR E ra&rc-fl I. I a1¢ P 2-Vr Sir I. aur 1• 2-vr r a1v r Du' OBW osis CAP ACITYREOUIRED"CORRE.SPONDINGTOAN Bmre:anw tarn 14, 1553• far r 1,4- 1-v Mir -c 1.114• 11Vr z tse• tar. rotes ACTUAL PRESSURE REQUIREMENT FOR THE noc rsl m17Wn Dmm smm m mom IBN- 1rolm 2mm 86138 74DIm nim NI" Mom Mlm Id21m Mom OPENING,WHEN R IS LOWER THAN THE MULLION 4Arc94e d •Mn oclslmmm I]Ibel 1%a Tams Tn on snm Norm 3. xlA amm IvA W51m NIA eeome wA On. BOB. T,- CAPACITY(FROM THE TABLE)OF THE SELECTED sarcllm 111-OL`.IStYim.DIdgSM a 885602 om 756 Be 19.1. x53 WA 7mm xlA ivDlm IRA row wA 1.21. 1317m ttman MULLION.IT WILLYIELD A MINIMUM ANCHOR d AK110t rel 359 c9 I •5 Jmme- 6mw wWG im661s' OaA :1068 NU 10010:- 79 m5. -amlm- lo,,=- mw#4 :Mx6- 't1mm1 CAPACITY WHICH MAY 09 USE,DTO QUAIJFY. ""6A'MS 3'lAhiOC'I 35 t I '.170®0 'IOm19e"2020Ox 8 1 Btl m] NIA -'UIOW HUMS--Y3mms Mae 10221te: 13n We Kelm I ADDITIONAL ANCHOR OPTIONS FROM THE 8AKN04 1M•Mh.041U hb.04AlD0 NU IDA WA WA IMITU A' - NfA wA NIA WA WA' Wk ]a -ANCkKTRCAPAQIY TABiJ= 6AKfu1 e.6r Mn QG/U Wa.128 Nue. 6 NIA IU.A I7U 1. HIA WA WA NU IY.A IIIA WA WA WA WA M Po FRMULTRBVISBD 1AKMs 2Ar mM1 ODJF 9m Bb !]Olm 916 Bx 74m 712 pa WA 2mm NIA ]10102 NU ItlHI WA 1m NIm 6606 mmplylDA wilhWO Floridl 6ArcfV! 1.11•M4.OAJF1t 1 41102 5236 ma OT6 Re WA tVA 98306 NU 999m NIA WA WA 61199 661m MOm AW'xdbN00iIMND 1(O-0ty�C3 NOTE:FORTHE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. B.rclw' p� /fpg) CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE t: FIGURE 2: FIGURE 3: FIGURE 4: TABLE NOTES: 2000` By • • Mi `0.do hod 1 11t1{IIIIIII • • t)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. ;`�i3Ot�• ,•(1� � FIGURE 5: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOROPENING WIDTHS LS ALLOWABLE. 87u- THE FIELDEOWINODIMENSIONALRESTRICTIONSSHOWNONSHEET321-23 FIGURESSHOW SUGGESTED,APPROX]MATEHOLE AND MULLION CLIPS HOWN ARE NOT 70 SCALE.FOR EXACT DIMENSIONS 21-23,HOLES TODRILLED IN .250°- - 4.000' HL LLO LOCATIONS. fiGURE7'-.FlGURES::FIGURE& fJGURE1&. (�3_. S77N-6 ICl 'ANGLE CLIP 4)SUBSTRATM CONCRETE SHALL CONFORMTO ACI 301 SRECIFICATIONS.HOILOWAND'GROUT -f11f.E0001dCfiE7E.8LOCKUD87. �• rte`,•- (FIGURE5568) (CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED-YELLOW SOUTIIERNPINE WITH AN SD OF 0.65. MUST BE USED ALUMINUM SHALL BE 606175 AND BE A MINIMUM OF.I2S THICK STEEL STUDS TO BEA MINIMUM GRADE 33AN0.046'THICK(18 TX4"X.25'MULLION 77j/(J(�(Yi Gtt IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LFAST.I2V THICK AND ASS.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3SCREW 0.LYt�IJIMYLLER,P.E. THREADS BEYOND THRTHE MATERIAL 910&Dig ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. FL P.E.D 58705 TABLE 138 M.S..C.p..W Tabl•IES �A 0 min dth(rav&mIw*Spuarg mWlxd)orOA•nNp HN M(forro#fArr85y-sparrIM mlAlore) r 1: MN 60N To MF in 1,1 11 120E HOF 1MF R.t.Wsr T7H3TE•p q.dmwlsr Tmprrdlm RenmOW T.Wci . 11xI MA r T,.pmAAD. R.I.d. Tmprd•w P.I. ler mind.+w. RwIso 071 nwmflw• p.sl•pd., usprn.m. P.I.V. T.PIW. e ' 2xpxaa 1.08.71 I. Lmdm Lm¢m Lo.Sm LmsLto LmA00 tad. Loam Loam Lma.O 1 sm La.dm La.am L-dia Lmme Lo.asB u1RwT•a:,� �g_,�. :fi r A•. 2r _�' g_ _ £ �'_ �' €.. g .� � { if HN gg .ke 111 g 5 H 8 �" & 11 km N OF 110.0 UD 170.0 us HU 711 90.0RS 17OA IN I70.0 08 1710 M2 MO MA 170.0 HIS 1MA 631 VISA IM t70A 521 170.0 t155 I70.0US 1700 MISS 170.o 511 Hao 1W0 1700 MI O 48N 110.0 705 1740 MI 170.0 050 470.0 585 170.0 BA3 170.0 eM trao 1173 1Sol 001 1708 1275 170.0 577 170.0 1117 HOW 5M 170.0 1700 170.0 AN 170.0 1857 Inc 550 1708 >ZW 1108 550 ? _ MASSN 170.0 70. Inc 6W Imo OM Imo 031 1710 tots IlaO 851 110.0 11M Rao TW 170.0 1315 Imo 717 I70.0 1414 1R0 185 1140 t}M 1710 765 1R0 2W1 IRO 7M 17¢0 2381 IiOA )M a N SIF 212 SO 1710 611 17. MO HAD 0.1 iR0 1115 M. 751 Inc 1215 1700 SM 1708�1. 1. 871 171.0 1591 110 AN 1710 1913 1D.4MI Inc 2171 IDA Mi Imo 2550 Inc 501 Wm O 0 MF 1r0.0 050 1710 TM Inc INS 170.0 TO 1740 1240 170.0 BlA 1710 1117 7710 64 IRO 1561 110.0 AM 170.0 Int 170.0 tOw 1740 nW 10.0 100] 1710 2439 10.0 tOM 7740 2571 1140 lOM ? � SO WN Rao MO Inc TO ROA 1110 Inc 850 1100 7]R 170.0 WO In. 1118 Inc 4015 170.0 IBl] 170.0 1675 170,0 IW9 110.0 LIE IfOA 1211 10.0 1169 170-0 2�] 10.0 1111 M. 1975 170.0 1171 g mN nao M! Inc Mau ... uec 17.0 9M /Ina 1:81 nao 1402 IRA ISM Hno toes nao t7M uoA nx Rao 165 nao RW Imo W3e /710 1vS Inc 7rn Imo IM 4414 Mn 1710 ttM nF Rao 4057 1710 ue 170.0 Ins Rao 4718 ROA tIM Imo ITR 170.0 Inc Rao 1. Imo 1.17 118 Rm 170.0 214 RO.o IS57 Imo am tro.o HM nao mW IDA 1528 441.0 600 Rao 1550 � G P 70F nao H. IRU Mr Imo 168 1710 1011 tD.O Imo 170.0 tem 3249 1R1 1714 un ID.o Dm Inc 101 R0.4 2213 Inc 1303 Iran tew frao 171. Imo m!o Inc 189{ Imo SMO nno nM a B a, MAF 174.8.H51 470.a. 4117 Inc .1557:•170.4 4115 1701 4041 170,0 RM,IW.O_1542.4708-I3M uo.o aMz 1718 fu1.124.0 awe 1708 191 uaA vm 1788 7771 1710�aS ROD, 141 nao 3w..Rno n.e a (a Wli 1104.SUB In. Ru'Inc 1597 lm 1328-t70c IMO.1700 1405+n0.o•21W'IRO�Iml n0.o W9t;nao rr93 noo 2050 rrao 1wle1 Inc mM�Ro:1 arzs+Se.S 413 371.8 nn BOBISIR 170.0•13Dr. wN R84 107 110 1232 TDA 1700 nao 14M THUS 1951 RO.a 1912 Inc 1781 1710 171u 1708 Ls54 nab lASY 410.8 2813 170.0'x71 teob 31.3.1D.o 2330 441.4 xM TMA 2•ro 110.8 7190 1541 25W ,..� 1bZy ppo 101 170.0 1501 170.0 1100 170.0 1817 170.0 18/1 1708 7231 170.01 1870 170.0 2550 1710 1076 16.0 IMM 170.0 12271 110.3 2N1 IBIS 1]]J Inc 1751 140.4 1 2161 IM.. 2761 170.. rAl AL1 IMI 1108 2100 N NCS 8 S' 111E 1740 IOM 170.0 1151 Rao LBM 170.0 1700 1108 13M 170.0 1832 118 1821 1710 11{0 101.0 70]1 182.] 7113 135.8 2M2 HSA 1110 1158 1872 1308 11M OTA 2M1 116.1 2ne $5./ 18]2 MCI DM X nOF R¢0 R71 170.4 1580 Inc 2116 Inc 1858 1518 1151 1588 1001 179.1 182 1/Ll IMI Iza1 2152 1212 IBM 108.1 2WI 115.1 1116 141 2253 A0A 1811 n.1 7152 WA 1830 57.8 TS51 81.1 IOW H= N N X INN 115.1 IMT 1780 1.15 IOaD 1581 1M.1 1124 1./ 1501 Bf.s IIOT 781 IMT 0¢i 1380 586 1381 tt.] 1]D B10 1081 OaH 1]M 521 1561 M.0 1]30 0,{.t IMT /0.2 1]05 30.1 156 NA STU Q N 0 0 6 �In N ART F VIA nenor Capapay Toblo141• ANCHOR CAPACITY ADJUSTMENT FORMULA: C� 888.4.48 vs morn. --.1 1 SuS TOM OMI PTr ww (Opp)X(ANCHORCAP.,•,.,,,�\oANCHOR CAP.,- ❑C� NRA- I-sew YWC m 1/rBsEk.elo91M 0129.. •12911d M11LL1ONCAP.AnenorCOpPah.m• �° 1718 o-4 taacm w•Ew wv.em Y1rLTm lMeem yr Fra lc x71 �o,.r Ul-m Apex W9.-7117PIS 84..(457 USE THIS FORMULA TO OBTAIN THE•ANCHOR E m.me 2-IT 1• 2.tn• z-1rr r 2•tr1• 2• SIM r a.Ie o.6• 0.]38•714(1 I-. 1.3w up• larI•Yr S-11v 1-In• I-Ile 1.1/4• tHrr r wS` I,ve- rmn ACTUAL PRESSURE REQUIREMENT FOR THE 39pw SAOeI w a cl 11 w 1 taw 3I. M4. .18w 3114. 442. w OPENING,WHEN IT IS LOWER THAN THE MULLION 4el age .S TM. IMM AM. R IN NOIm 6Mw IN". H501a 745171 12w to . Mime W51N 1- CAPACITY(FROM THE TABLE)OF THE SELECTED I ISL1Y MecQG rB-i.dore 0,O ;1 .IU9i6r-.IIOOIN- tOfOw 1595.• xM 0401x. Wh f065Tx -WA WA WA• 1365w 117.. 12400. Mk1LL1ON..ITMLLY1ELDAtANIMUMA14MiM M/ 9•Min OG1 a ao..r - 6 - -185. .Nolo. I-.. 170..- -sM. - wA-. 1Mw .:118171-. ..mlcr•.-t :�milm� :easlm� LIR..: CAPAGTY WHIOHIAAY6EU5®:TODUALIFY57S n,.+ :-,w K•.IW �, . ]I2•Sm- .IVa.. 7.. :.wA 1Wlu ..1.0.71 ./S4ow ,-Ad47F� rM3.. .J7DOe,...Isw.. ADD 14AM(CHOa �Mac/ b5 I H t6Mw ztaolN IwOw 3rMIN wA HDa WA 450014 wA wA WA 26Sw tbMw ]]M. ANCHOR CAPACITY TABLEPROIfUCTRSVISFiOMnDC.I IIWA WAWAA N'A WA WA WA WA WA WA WP NIA Ilwb SMMIp1REVISED 0f4� MN O.C.I F..124 AFm. ,9l WA WA WA WA WA WA WA WA WA WA WA WA 2501. h--2.000'--moi BWS14iBLbde R .M' O.0/F In 3Mw 390w 4Mw M. IBis 270. 280. 351715 710. RI IN 810. BISbi Slum 412118 Maw - Asmpl�mr9¢)6-ozL8.o3 1)1• ,- 11 671 or ]001St MS 12x0 m. WA WA VOIN WA - I WAWA WA WI. MSIN 110. . - P. ',eli ITote /jQ�,I NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: BY A1Nm .Oe hOduel' FIGURE 1: FIGURE r, • F.OUREk FIGURE a; • FIGURES: FID.REfr:GURE 10: FIGURE": 1)SEE SHEET 7 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATIONON /1111111 r7 • LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDfOR OPENING WIDTHS IS ALLOWABLE :\\�.,'JC•:1:3@•'•;W • 8800• �Q' • • 3)MULLION AND MULUON CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 1{v,5fl70ti '. • • / 21.21 HOLES TO SEDRILLED INTHEFIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON "0 FIGURE Y. FIGURE B:. FIGURES: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. /l, ,�..�\�b ;O--Y ANGLED 'CLIP N)SUBSTRATES.'CONCRETE'SRALLCONFORMTO-ACISOT SPECiFICATIONSAULLOW AND GROUT-FILLED j A�Or It/z- • • •. (FIuGP65 :CONCRH_BLOCWWYIT(4ti8L3)SHWiC(3NFiNi.MTO tST.M490:WOODSHALL9E.PRESSl1R-TRW4io • • MUST BE YELLOW SOUTHERN PNE WITH AN SO OF 0.55.ALUMINUM SHALL BE 6063-75 AND BEA MINR-E MOF.125 f-t,;,LN21D•,�\`(2`• • • • USED IN THICK.STEEL STUDS TO BEAM)NIMUM GRADE 33AND.O46'THICK(18 GAUGE}STRUCTURAL STEEL TO •,l Y/L)(J�1L G.. puq� BE AT LEAST.126'THICK AND A38.ALL ANCHORS INTO METALS EXT END AT LEAST 3 SCREW YXB-X25` AL�'NtiFMILR,P.E. THREADS BEYOND THE MATERIAL.#106#12 ANCHORS INTO WOOD EX BESTEEL,168 S.S.OR 410 S.S. MULLION FL P.E.#68705 II TABLE 14A Oponlog Width[MrW llppw"VIom)brOpenIq Height(ler horIwft*spMrq mfjons) W. MM 701n 8010 0 m leel, MIn ....I T_m� Rw�gw TNPOTftry RwWO R..v- T.�16_ R., 1.20'x2.11'• L-q [-�v L-*w L�z, L.Z L.a m Lo m In v Lomm L.1O Lo-e -m Vb.M.W dC8z 0 4210 144.2l W 119.01 M =2 526 1460 4te 1010 Vi iMB 414 01 = IRIS 411 8111 5M I l-1 411 U1 I W INA 411 MI 525 1Xi 411 01.51 US 1111 411 451 m mi m Ob B&0 103 1111,41 = KS N.7 M Me M4 930M4 = 1 M7 117 M 79,11 316 469 401 7&6 314 403 401 7&0 314 31.8403 7&0 311 W2 C)3 m 314 %MM 62.3 3W 9L0 91 Me 7a3 ]91 668 9� 71.1 MI e1.5 M a? 22. . m 0419 1 m u 99! am 30.84 . 2e3 ]9} m .6 m w 61N 6>.0 210 m - No I'a ",t "I 'e. 310 V.? M 124 010 1.7 910 W81 Ze MG 310 4.6 M M 311 41.1 x18 M 31- 4e1 me .1 Me w 03 ,.a 117 -7266 n2 2. Cr, Sbb O5 266 MI Lo 41. M 4.71214 1 M31 2W a? 210 X9 M ".2 W 27.5 241 2W =4 203 Me zi Imp VIT = - , E m al _223j� u, I. ..' - n. '. 2'.' _ 139 29.o '" -1- -b_1m_ 161 YJ1 x66 1N 114 247 �6 1W uW 37.2 = N� 10 31.0 Z3 .1 MS 1213 i7a n. V.� 21, mi im 1.-717 IT_1W_T1_&6 F._3 V2 107 :3 co We z nm me m I a, 'se m In 2S01 152 1 M41 119 Mot 14L]-17.91 SIB 141 Ib. 178 1.7 W5 1 1.mb..'74.31 1.1 a, 10 X's 181 118 tY 17.4 ifif 7A0 134 187 101 17.0 131 2 I'M. 1226I W 19E 133 Me W AnhorCapatity Table f[b.) MULLION -ANCHORCAP._ PTW� Veff (DP-)X �10.I V- Allp.-I _I�011.W 112111 61124(06) USE THIS FORMULA TO OBTAIN THEANCHOR x owr CAPACITY REQUIRED'CORRESPONDING TO AN a) 14M' 1ar -C QC 7�1 �11V 1 ACTUAL PRESSURE REQUIREMENT FOR THE OPENING,WHEN ff IS LOWER THAN THE MULLION �9'. _me bb. I I I try THE TABLE)OF THE SELECTED z CAPACITY(FROM V3 q) MULLION.IT WILLYIEUDAMINIMUVIANCHOR 1L CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TADUE. 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS rl.269 Y'RODUCTREVISED _ EETS 24 FOR GENERAL INSTALLATION METHODS. ;-Fly Ise FlR1� 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 11.pjbqCe de FIGURE 1: HOLES TO BE..I 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. ton LLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.115 SUGGESTED,APPROXIMATE HOLE LOCATIONS. Dade ANGLE CLIP MUST BE USED IN PAIRS. .4 FIGURESSKOWSU , ..I..... 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.56.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OFJ26' THICK.STEELSTUD S TO BE A MINIMUM GRADE 33 AND.045'THICK(18 CAUSE).STRUCTURAL STEEL TO 13E AT 1.26'X 2.11'%.725'MULLION UEAST.125'THICK AND A36,ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) 50705 THE MATERIAL.filoa 012 ANCHORS INTO WOOD MAY BE STEEL,1e-8 S.S.OR 410 8.8, fr'z %'. S 68705 TABLE I5A w OPinMa-.1 1a r bl.Oponlnp) W ln8lMdM(tor Nods¢spefrilp mlHiare)orHHphl(tor hgbT6164y6pimltp mW1ot9) C�C wh m lox Wb 50h IwIn 321314 110h Iwln yg�o ::Be11mN90 flL-ft.. .AL-ftil iWRdw! Lq�dml BLit, TTDO!vi Bert ddr 'TIePIT!!,Y. nffi' MJnBNI TNdStlNW. ,B+�+^Wu TIeYIF:W.-:Bee(uq[ar TtVf6m4 p 4P 6.. " 329'30 5y ::lsaaln$jl.• :' ImaM�.-^Imbi& lil0�?� Le.an9:. Laa.'R..�.,�${Imanp'. :'LA+dMin: Ina7eq'�. -la.0n0: DEQ.AL BAYMULL P OEC � g B 0y � �' .sC m �. J I 1 if 1� 1 11 if I� 11.1 f 1� 1111 if 1� 11 la if I� II I� if �f 1111 11 1 11 If fi if, Z �W O W QM ITUI OA 17C.0 175 1/0A 1" Im0 476 DOA ew 170.0 IN 1TD.0 002 170.0 610 170.0 Hit U0.01 all 170.0 12401 jfii.Qj 521 11G.01 140 110.0 all 1170.Dl 173511701D 521 110.1 110 DOA 611 J W Nh 1700 101 1m. 511 1raA I 4. 170.. 6N in. 9N Iraq 650 DOA it]] 'Tu wl ITO.O I.$ Imm I;7T 1T0A 1417 170.0 6w 'Su Ism 170.0 650 1]0A f6R 110.0 660 1141 1173 DOA 850 : _ a: In naQ6h AOA 7A +RO w) 170.0 696 trq.0 all 1760 106 Oa0 6N 170.0 +190 1Tn0 r2] DOA 1915 17x0 TQ 1%.1 IN3 ImD 750 1]6.0 NU 170.0 766 117.3 INO 170. 760 101A NN 110.0 TES W O p 08 f7O0 iD 170.0 61] Imo 998 D0.0 001 17UO 1116 Dao 761 Imo 1216 17170 W3 16.1 ISM Dao 4A 1N.3 1357 ITaO 650 1m3 1553 no M1 IW1 1365 1m0 061 w.x 1351 Dao wl m � J 508 80.0 065 ITOD 701 170.0 IOw 170.0 767 IDA 1110 170.0 616 14.1 1210 17U0 ON 128A 1310 1]413 Aw 110.0 1110 1621 071 9l.{ 1110 110.1 013 wA 1110 14.1 81) ill 3x16 10.1 617 J 08 17x0 Aw Im0 745 170.0 1116 170.0 650 160.2 ttw USA 033 131A 1150 1610 014 110.0 1150 W.0 090 105.1 1150 1311 00 67.6 1150 170.7 071 70.1 1160 iM2 610 63.1 HW 1261 670 g wM 150.0 011 170.0 Ta 162.1 INS 165,6 601 1706 INS 1160 B64 IN] INS 1311 SW 101.6 100 1251 030 01.4 1040 110A 610 7fl2 1010 IOOA 611 6A7 1016 108.2 ME 57.1 1010 1097 016 � N� m H 7th tlgA 160 UTA IN 117A 460 126.0 TN 100A 600 110.0 114 50.0 NO Iw.O 723 76R 650 RO 113 TOA Bw 66.1 7m 544 650 711 1403 wJ Ow 70.6 650 IIA 950 70A Ow 7 Z -. b. •1141 7m,"al,M:-..0 TP 9ffi,'/.'ilb.�03�. 79D. T4`A :'lW '503:,:ORi TOES.-'iw. .Td9,'&3, 548 TBO qj7. Y09 7�;�'l1..OHRIA:9113. 37:8' JW .61.7:BD •:TBb.'B1Ai 756:'1157.'.:!- 17?]"W.V.I.: EN.741- T.W.R.O.]wx 891 4A1:11.1.9II7-'$IA". 79: TOH,.4R_ SSl 790:153} '1435. %A2 "1130 +A V.'391. '305 760;fiD;368 OLA. 7a➢ �3.1a'Q 'Z Q Q O3 O 501, 711 f0] TU 500 00.1 565 ME 401 51.6 WS N.0 Iw ISI 693 100 470 M1 061 M.1 406 941 650 4170 182 500 ew 361 N2 26.6 wi ]].] {N 226 650 31.0 NS Q w Z Bo�O 9Bh 622 406 61.1 NJ 40.0 103 Sib 435 Q.1 195 k0 121 A.1 106 30A 121 83.0 106 36.1 116 30.7 305 331 109 23.13 IBS 10.1 450 111 105 20,6 S0 16.0 196 ZSA 300 � W 10h 41.7 351 1111 3!] Nd 391 93.0 ]W INS 391 31,1 N2 w.t >91 x48 3P 212 3131 N1 ]]] 2a.0 301 22.8 336 17.4 M 10.7 ]2l N.0 ]01 17.0 310 0O A 38.4 310 312 ]]6 RO 370 ]]A Sw 21.6 NO ME, Q6 24.0 ]10 73d 110 21.1 310 228 ]IB fiR ]M x60 613 160 JIO 141 305 a Uj 0A SOA 311 _9 169 21] ]17 20.0 xN 21.r 311 23d 2N 19.0 317 30.0 178 10.0 JD 1TD 713 1111 HAT tTd SW ZTA pNC i0R CAPACITY ADJUSTMENT FORMULA: E BLE 15B I AnchorC 4e1 TebtO 66 ANCHDR CAP.,„,,,•, 6 6.6111770 27Y C.tn.9 9.Hfxr6. W.I. V Fied 17AU PT MIW (oP,,,)X{ _).ANCHORCAP._ d16`Em VP OB Ek.5'1e Ek.W'6SF1a 610SIM .12.IM /12611. MULLION CAP..,,,ay.. AnahorC6p Padem. 'b 311EEk.LO._ W'Ek01MNm 3B8•Ek.MOscw WEkOtN.em vasa. AOOatOvb W,,tw Aw;',ul semi lop some 1051 Bae.lnSl USE THIS FORMULA TO OBTAIN THE•ANCHOR EOpv w.sa Po1 r atTr 1• aw afm r 21rr 1• alrr 2• sue 2• ar nv n9x CAPACITY REQUIRED`CORRESPONDING TO AN op.nax wt tar fat• far t-Mr x t.vr +-vr Fv1• I-ur 1-vr tAm r IN tam ,.,11 ACTUAL PRESSURE REQUIREMENT FOR THE zAnaas' .r.I6 p t 2r..a.r r m. a9ok.: I,.- -]1oa.. 2w1p1. asam 9Qa: ID• Wi am k. 911817 hm OPINING,WHIEN IT IS LOWER THAN THE MULLION. {A•IDhts 7.0'M:0OG9 h5A0080mIFW:xt.750 qs iw0a iw By '1B101pa 752l0a .NOB: BBOIbe n1A. tlmlfd' -1I510r .EBOIG' U9xlbs 50281 -BBSIb I17.m CAPACITY(FROM THE TABLE)OFTIIE SELECTED OAna6.1 2TI•Mkt 0.C/ .15 7 5 1150 1b -.11]Dlev 9'd'm Nm •220181 99A 'NO81 WA 'f0.191b NI 'IOM ea tYA .102701 160 : 16wM MULLION.RWIL`YIELDAMWIMUM'ANCHOH CAPACITY WHICH MAY BE USED TD QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITYTABLE MODUC7 REVISED FIGURE 1: w m rAy9,s with dm Flo" 1)SLE SHEE9: NdIdi40 Cada A.aap100m N.)(rl'YL18.03 1) SEE SH SEE FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. FIGURE2: NaUan Dae QDSI SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. R7 Tled.lro&cl 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. +1111 13111 3)MULLION AND MULL ON CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. '125• i HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEET521.23. -30' ,,�0..``CEuif'•.Fn'i FIGURES SHOW SUGGESTED.APPROAMATE HOLE LOCATIONS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FL ED 3.211°'.,5'N5 FIGURES: CONCRETEBLOCKUN17(CIAU)SHALL CONFORM TOASTM C,90 WOOD SHALL RE PRESSUR&TREATED YE(LD'N'SOMIIERN'PINEWRWANSGOF'0.35.A1.UMR7UM SHAII'SE:60tl:SSA*LD9E A'MtNiMUM.t]F:12S „i/t• 18Jjjd {p THMSTBBL$TWMTODEAMiWSUM13RADEJ3A'CD#95!Htt]((t3GAUG4 STRUCFLIRALSTEEi TO BE AT JO•BAY F9j1 LFAST.115-THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULUON (J''., SAr THE MATERIAL.#108912 ANCHORS INTO WOOD MAY BE STEEL,18.8 B.S.OR4109.5. C�.,•.FLOTOP ANGLE CLIP(FIGURES I-3)MUST BE USED IN PAIRS. tl:��OI'If\• `a A.eL`INN MfLl:L1=�.P.E FL P.E9 58705 y 1.00D°r- 1.0010 ._ -- _� 740• o R 083'- .386' It F 082' i I ) -.+26' --11-.}25'.067 437' I I 4.000' 4.000' 4.000' .� .125'STANDARD CLP _ x_825• 2:Of1D" EW46ALUML 'T.12Y 2 W MANGLECLP _ .125' .1 Y'SEMION'. '.I- 608}�BALUH N GNS-TINAILUM.. .125• .127 .126' XSECTON - IX-SE�I� F- 031' 1 U) 1.d U1 1 +26.0 6 CENTER OFANCHOR HOLE MUST UE WITHIN THE J W L.12s .37° 165' 378 DASHED BOUNDARY.SEE SH ETS 5.20 FOR THE ] _ -T r -�• ANCHOR O.C.DISTANCE MAXIMUM PIICHOR DO K N I ^I 1 HOLE DIAMETER ANCHOR OWAETER a Vl6'. p 1'%4'X.726' 1•X1 X.37b' 1•X4'X.37T 6b W'--- _ _ 0] N oo N 6111WCN MULLION 'r-MULLION __ CUf HERETO 6'000' --- .3TT p m 80-SE ALUM 8083-75 ALUM 6063•TBAWM. ,376' ---3,125'-- -.1 CREATE FNP.SEE .376, J %SECTION X-SECTION %SECTION - F- MIN. f0 J MW. I DETAL F,SHEET4 r = Z O 1.250' .375• Z W} �' CENTER OF __..____.-___T. .376• _ $ 1260'- 1.290'- i 1 I i i I ANCHORHOLE 1 1 MIN. J C3{ Z I 1 I 1 MUSTUEVATHIN I I D. 1 1 THE.D.- 1 I J •SOUNOARY: i 11 +z (3 6 P p x.075' 'SHFfTS 6a7�1bai .i _ _�- ; Q O N F--THE AHCNORO.C. 3. 1 1 I I FI DISTANCE I I Z 8'• I I I MAXIMUM I I N Y. 3250' 3250' I i i i ANCHORHOLE 1 1 WN O - I 1 I 1 I DIAMETER: I I T y Lu ANCHOR DWAETER•1N6.62ED IF 4' 24' rx STANDARDCLIP 11CLIP 60BWANG OLALU -y.820'l-- __VRTH@I THE OASHEOBWNOARY.3EE B TOPVIEWMCENTER OF ANCHOR HOLE MUST LIE • TOPVIEWM TOM ddd 117X3.25'%,100' 1.25'X325'%924' 12VX3.WX$24' SHEETS 6.20 FOR THEANCHORO.C. TABLE TABLE 0.CONT. MILLION MULUON MULLION DISTANCE MAM UMANCHOR HOLE DlmenNPn VMee(in)Per Mellon: DManelOn Y.N.(In)For"UIII06. 000STSALUR 6005.76 AW M BDOS76ALUM DIAMETEil ANCHOR DIAMETER.LIS'. X-SECTION XSECTION XSECTION I F D1. +.26%9 6' O 7.000 .12Y O 0.600 X.821• 66'-- -_-. -..-9.600•--.--_�-. H 2E80 N-hrn _ H 1.436 Aluminum ,i2T •306 , ,.7(5° F Two M6non 'I. 5790. Tues MOL'w1 t 1.877 R 3187 17,X1'$', ' 1 ZH26 }:291'x3.$4':. 1.3T7'� •125T /._`.__.I �� MOY� G 0.761 -' 377 G ll125 "%.8x4" H Z430 AWnBum H 1.500 AWnlnlm .+OAUC1'RI:'VISED I 3D00 T.L•T I 3.250 TLOe MMbn .e I I I 1 WyiM alYI Oa FUridA I I I F 2 5D 1,2Y%32b' F 2813 30.0 Mug Dmlding Oo4e •125' I I I I I I G 0.760 X.1D0• F 2.876 45'89 MW A-PImNX7b)(o•O21$.03 .125' -45' 2.250' I I I 1 I H 1'600 AlunOum R*w, ' Do -30'-r-- �~` I 326D The MlAlvn D _ 32`•'O'15 DAVM L'ON I 3260' I I I 1 I TABLED de hPleN 3Q*SAY 606}18 LA LIMON I .SECTION I -TBALM :__.._._ I 1 I I I P07 peHB -II. Mu4 DhnanXon wSECTON I ----' `- - -J (0celf) My Std,CIlp MFe9t CBp UtIlp Angle C� 0 OFFSET CLP 1'X1 X.t27(I01 69384 666111M 5WH22M BB42A1M 8I ••.�r�� .t25' 8089.78 ALUM 1•X4'%.377(11) 68610 68e112M 6Ee1123M 068242" �851&A 126 -.961°-� •227 {•.981•. TOPVIEW +•%4'X.376'7(1+) 66653 688112M 6601123M 060242M 668510" - 1.10.51}705 NOTES: .740°__ _ .E 1.25'%3.x5•%.100'119) 20180 8881127"f4S8f 121"8882410" 8566116" 1i� g + i279aa x na Gn 2016 +29M t1rzsM b66?Af7M.6461t8M =•G _ )i!IOLt3 TOIHE03RIDU60V1NZHEPI013)IFOLTIOWANG:OLYP6ta00NAL1R6"6RX501DN5 GNSN 0.11 RHBSHBET. i t�wwt '427 XS,94'Xdi24,(15) 2MW,.u)081147M% =IA CSOMM IM17M. "}7 g'TL'. 2)SEE SHEETS 8-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS 30 De9ree(19) 60849 WA WA WE 8885110" 48 D401ee(2C1 06090 WA WA WA 6695111M r '�• 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. ti I,riN{��,4�Tt`�.E. FL P.E. 68705 TABLE E Mull Dlmenelon PGT P{rti 3-E (Uleat 9) Mullion Std.CIIP U-Clip I Angle Clip I� -";�"-A26' 2'X4'X.25'(18) 88002 85B281M 66G271M 8885112M 1 f YY 2,XB X29'(77). COW 5wzm =.888272NF. 6865713117) j ,iSTANOPR0%11f : F..' VCLIP 2=4 1ECYIP006UL8083.76ALUM. BO&}NOTES: 0 X.SECTION 2.125' -I %SECTION 2000• XSECTIGN 1 7)HOLESTO BE DRILLED IN THE FIELD FOLLOWING -.126' I •125' J-- •125' In DLMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2 r N 2)SEE SHEETS 6.20 FOR NIS APPROXIMATE HOLE LOCATIONS. -1.40' W 3)SEE SHEETS 24 FOR GENERAL INSTALLATION METHOD& _ g �p. N CUT HERETO3.500' �I CREATE FCL, S.OW' _.. 376• W N o E O --2.000' _ .376' .._--F• f_CRE TEF-CUETAILF. I .376' @ -.376' -- •MIN. m Z MIN. sHEET4 MIN. O j 1 - ------------------ N yx LU.260'-` TXe•X.26. F' -`-'-I -- --'---1 3.435• £ -*- 3.438' 4 z--------------=1 t�ja.a c MULLION I I I 3.d38' 1 i F, Z aO a 83.76 ALVM, j I I N G pg 8CTION OX6I I If. I _!_ ____� I L_____________.....__.____J_. MPJ. W Q Q Y In 0 _.. I L STANDARD CLID UCLIP.BOOYie ALVM. 2XSANGLECUP Q Q N 0 25M I:VEROFANCHOR HOLE MUST LIE GOWITOALUU &ED FORT%!'MULLION.BHEET78 CENTEROFANCHOR HOLEMUSTUE 0083-76ALUM. 1 2 WRMN THE DASHED BOUNDARY.SEE TOPNEW TOP�AEW WITMNiHE DASN�BOUNDARY.SEE TOPVIEW g SHEETS 6.20 FOR THEANCHOR O.C. SHEETS 5-20 FOR THE ANCHORO.C. K K DISTANCE.MA%IMUMANCNOR HOLE CENTER OF ANCHOR HOLE MUST LIE \I- E.MAXIMUM ANCHOR HOLE -> DIAMETER:ANCHOR DIAMETER•1116'. -WRHIN THE DASHED BOUNDARY.SEE R:AN CH OR DIAMETER•7116•. SHEETS 6-20 FOR THE ANCHOR O.C. -- 6500' --• DISTANCE.MAXIMUM ANCHOR HOLE CUTHERETO DIAMETER:ANCHOR DIAMETER.1110•.-3.500' '1CREATE F,(W. 6•MIN. 7r �AV.F. MIN. L it.. g. 1.376' CMEET Mgt .375' gHODUCT Rf:VISC•-0 I I PIYi^{�viW NP F7nf� I i I i I n�P"{��16oryJ8.O3 I I j PimMolJeb �tLI i i i D� to da 5000' f -I —---L _ 4.683• .250. i_._.-- --r- iI i 6.438• I 6.438' � i .��ON•.:.....Vin(/_i TX6•XS6' MUWON O0 -1'6ALUM. I I I ; No.18705 %•SECTION , p ` � ` '` `----- -- - '--'---- I •-'--- ' -- -- ' 'L----'------- -'------- J , ::NPL{ •U i W�'of-•, STANDARD CUP` U-CUP 2XS ANGLE CLIP •260' 6 OP VIEW USED FORTTOALUM MULU N.SHEETI7 �TO7PNEWALUM TOPVIEW A-LYIGS M�ILLER.P.E. FL P.E.6 58706 EXAMPLE I:SINGLE VERTICAL MULLION4• NG REQUIRES ADESIGN PRESSURE OF 160..'-60.0 PSF. THE BUILDING SUBSTRATE IS KNOWN TO BE W000 ON All FOUR SIDES.THE WINDOW FRAME DEPTH IS2.1/.THE OPENI p Yp� N { G NOANCHo6sIH H1l0 1)INITIALLY RECTANGULAR LOADING AT MUS 7 WIDE .SCAN H SUITABLE,THE ES FOR LENGTHISTHAT I0 TLEASOPENINGTHE WIDTH IS FRAME3r.32.1- DEPTH F24WNND WILL MEET EXCEED THE EREQ ® pp7 -- USING RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR AMUWON THAT IS AT LElSTTHE WINDOW FRAME DEPTH OF 2-174'.000 WILL MEET OR EXCEEDTIEREQUIRED "—=Y_ �--- DESIGN PRESSURE OF 1600/.60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SITE,USE THE NEXT LARGER SIZE AVAILABLE. -SEE SEE FROM TABLE 3A SHEET 7.THE 1-X2.75'X.376'MULLION(LENGTH=72',OPENING WIDTH=70')MEETS THE DEPTH REQUIRED.HOWEVER THE DESIGN PRESSURE IS+M8,3 PSF AND WOULD , =n3 FENFSTMiXIN DETALLS, SMEET9 NOT BE SUITABLE FOR THIS APPLICATION H�, PP.CDUCi•9 APDFOYAL Z.3 ^o : TABLE 4A,SHEET.$THE Y%27Y)'X.610' 1 '.'FON(LENGTMsT2'.UPLYG'VfOTMs70'YHAS ADESIGN PRESSURE OF 41.72.7 PSF WHICH EXCEEDS THE REQUIREMENTS it SFOTlTHISMInNaN ____ OPE,NG AND MAYBE USED IN THIS APPLICATION,NOTE THEANCHORCA�AGEMYY REQUIRED OF63BLOS. -N' tFNOm _ 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITYAND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE SDTHTHE STANDARD CLIP WITH(4)#12 ANCHORSAND THE2X6 �2m F 4, lJ ANGLE CLIPS W TH(4)012 ANCHORS HAVE A CAPACITY OF$85 LBS.THOUGH EITHER DUE COULD BE USED.THE STANDARD CUP IS EASIER TO INSTALL Z N g 1F40-1 oETAeS. 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS.WILL j SHEETS AP PLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES TIMI THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WIRY THE ? _ INSTALLATION SPECIFICATIONS INTO RESPEOTIVESUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.INT THE ANCHOR CA ACITY ADJUSTMENT FO M LA HAVE BEEN USED OVEFLGULATE IHE BYSTEMWASOeTEREGWREO FOR EXACT DESIGN NPRESSURE OF 0F83B LBS ALTERNATIVELY, W o F NO ANOHais IH xlHBowsnL THE ANCHOR CAPACITY ADJUSTMENT F4itMUlA COULD HAVE BEEN USED TO CALI:ULATEIHE IWCHORCAPACI7Y RFAUIRED FOR THE EXACT DESIGN PRESSUREOFWPSF: If1 -I4—MCLLwrom 636L85 m T-- -OPEMNO M1D1H-- (�PSF)X 72,7 PSF s 524.9 LBS (MAY BE USED TO QUALIFY 610 STEEL SCREWS FROM TABLE 48) THEBUILDING SUBSTRATE IS KNOWNTO BE CMU ON THE JAMBS AND USES ACONCIHETE HEADER AND SSL THE WINDOW FRAME DEPTH IS 2x18'.THE OPENING REQUIRES Z DESIGN PRESSURE OF 150.0(-55.0 PSF. 66 00 a � v FORTHEVERT)CALMUL Y]O.Y: N o 1)INITIALLY ASSUMN3 THAT A f-WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32.72-01105-AND THE OPENING WIDTH IS 36'+36'0'-73'.REFERENCING SHEET 25, c THECOLUMN USING RECTANGULAR LOADING SHALL BE USED.SCANTHE MUWONTABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-318'ANDWILL N cn ggo SXAMPLE 21 MULTIPLE MULLIONS MEET OR EXCEEOTHE REQUIRED DESIGN PRESSURE OF+50.0155.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACTSOE,USE THE NEXT LARGERSCE AWUTARLE UNUY �L3 M,LLMTM__ FROM TABLE 3A SHEET 7,THE V X 2.75-X.37G MULLION(LENGTH=108',OPENING WIDTH W)MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS 1615.1 PSF R � In SO AND WOULD NOT BE SUITABLE rOR'THIS APPLICATION. U Q SO FROM TABLE 17q SHEET16.THE2'%4'%.250-MULLION(LENGTH-JOV.OPENING WIDTH SO-)HASA DESIGN PRESSURE OF 11.04.7 PSF WHICH EXCEEDS THE REQUIREMENTS d Z y O SEE FORTHE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE 7HEANCHOR CAPACITY REQUIRED OF 971 LBS. _ O SES OETMLS, K K 2r FEHFSTMmW SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 7 TO THE WIDTH OF THE MULLED UNIT.THE ADJUSTED OPENING WIDTH IS 36`130'12=74•NOT 73'AS PREVIOUSLY '? PRmuCiS 24--\ ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THEADJUSTED ERWI OPENING.ALTNATIVELY,THE NDOWWLDTHS MAY BE REDUCED TO MAINTAIN APPROVAL THE 73'DIMENSION(35-17Y135-TY2.12'=73'). j ' ---- ' --- 2)USE TABLE I2B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR TILE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED KALI 1 EN CONCRETE HEADER AND SILL ARE W WADE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 6',CARE MUST BE TAKEN TO MAINTAIN THE FASTERS EDGE DISTANCE. MULLION` -�sF6 _T ti•- USING THE STANDARD CUP WITH(8)3116'ULTRACGN ANCHORS AT AN ED BE DISTANCE OF 2.1rr GIVES AN ANCHOR CAPACITY OF IDW LBS WMICH IS GREATER,AND LEM2m 06INtS OETA4.E. THEREFORE SUITABLE FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. (iPE61uH0. vrtET9 A5 STIEET3 FOR THE NORQONTAL MULLIONS: mom FOR BECAUSE THE VERTICAL MULL WILL BE A 2'X 4'X.260'MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTALAND VER7ICALMULLIONS,ALTERNATIVELY,ANOTHER HORN. MULLION TYPE COULD BE CHOSEN. ON TILODUCT RfiVISFD MULLI7 / / 1)TNE MULLION LENGTH IS 36•.000 THE OPENING HEIGHT 1532'172'17=108'.REFFRENCINCSHEET?&,TFIE COLUMN USINOIRAPEZOIOAIlfR1ANG1AAfi LOADING MAY BE e a Duild'mgyfbde .0279. USED.FROM TABLE I2A,SHEET IB,THE 2'%4'X.Z50'MULLION(®LENGTH=42,OPENING HEIGHT 120')Y9SADEStGN PRESSURE 1-170.0 PSFWFIICH EXCEEDS Asa � l(o Oj REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LOS. pimlian U2le 402) SHE 2)S. Z)USE TABLE 12B TO FIND THE ANCHORTYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE ASSUME THE CMU JAMBS ARE 6' By SS WIDE.IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE B',CARE MUST BE TAKEN TO MAINTAWTHE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CUPS WITH AB 11ede FrtAld Za (4)31`15'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER AND THEREFORE SUITAB seLE,FOR THE REQUIRED 11I 1111 ANCHOR CAPACITYOF 521 LOS. 0ILLLE 02.-��->s•,NCRIt _-. 4 FOR THE U-CLIP AL T U UON USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 120 FORTHE U-CUP SHOWS THE ANCHOR ti\`,•'•V\CENSp•--FH,�: MULLLENGRI MULL LENGTH ) R C IN HORIZONTAL MULLION TO VERTICAL L �r CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 621 LBS.iHE OPFNWU WDm FOILYERnCALIAAI.� ANCHOR TYPE IS A 012 STEEL SCREW. '1:• NO.53705 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: _ +1-64.7 PSF FROM THE VERTICAL MULLION; ;•U TY, N J70.O;PSf.EAOM THE 96•}i RIZON7%NvwoNATTACHING TO CMU; I�;J:U. +Y•17,0.9RS��FROM'ME36+ ALFIULFJON ATTR@iINGTO7NEVEj�ICALJNN}A30N;(NTEJI9ELRWN6 7H'cIL0YJE57 DESIGN PRESSURE TS+WA.7PSF ANO WOULD APPLY TO ALI OFTHE MULLIONS. �'.'FlCfi'AP. I�� VERIFYTHEDESIGN PRESSURE OF THE FENESTRATION PRODUCTS USEDVOTH THIS MULLION SYSTEM THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILLAPPLYTOTHE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRESTHAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCTSE INSTALLED W A.LYNN MIMER P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTSTO MULLION. FL P.Ep 56705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAL/IRIANOULAR LOADING: PW - Pw I Z /H - /H SHMH ii I... j FW FW Z tUS H o iJ a i� I LOADING OF VERTICAL MULLION LOADINGOP VERTICAL MULLION j fD F- SILLOFWINDOWSNOTANCHORED WITIi INTMECTINGHORR0NTAL MULLIONS DOOR SOD _— - 2 PIN I —_ --__- LOADING OF VERTICAL MULLION g 7 - � j LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q d .-•' RY - - -- - � � W o$ x IIDH SVDH' Rik,SWOH %WOH1-0 g1z.r1O�� N SHIDH 3 ' LOAOINGOFVERTICALMULLION LOADING OFHORIZONTAL MULLION SRL CF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION Pw PIN HR LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADINOOFHOHIZONTAL PWV RINGED DOOR PW PIN 1 NOT fES ^<GDULTRHWSED I re PIYLV�tiN WeFWida � 1)DRAWINGS ARE. S�iliingCoie CONFIGURATIONS OF TYPICAL Awelieia No PW _ CONFIGURATIONS. IpDse RN CONFIGURATIONS NOTSHOWN I - TMAY BE OUITED FROM HOOSESHOWN, M PmAtp BEIDETERMITHE �D,USE TYPE CANNOT �. PW j FW RECTANGULAR LOADING. �'��`:•'LLf,EIJSF•'' r i 3)SEE PRODUCT&APPROVAL FOR N..6U7o', •',•t i _ -- j f ACTUAL ANCHOR LOCATIONS. , LOADINOOFVERRCALMULUON LOADING OF VERTICAL MULLION PANEL OF MWGEDOOORIS NOTCAPTUREDORANCHORED WITHINTERSEOTING HORIZONTAL MULLIONS `-✓ v V+ C i LOADING OF VERTICAL LOADING OF HORRONTAL A.LHNN•�I�T •d.E. MULLION MULLION FL P.E.N 68705