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Notice of Acceptance
THESE PLANS ANU ALL PROPOSEU�V` ARE SUBJECT TO MY CORRECTIO REQUIRED OV FIELD RA EV,01116 TK., IjAy 9E NIEtESSARY-W WE"I 0 MIAMI-D L PLICRI-Pt CIODF� MWAMI-BADE COUNTY "min STYWRHAL AP PRODUCT CONTROL SECTION DE11,MT1y1EZqT OF REGULATORY ANT ECONOWC RESOURCES(R ER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADINUMSTRATION DIV SIGN '1'(786)315-2590 r(786)315-2599 NOTICE OF ACCEPTANCE QLqA) www.mianiidade.govieconoiny PGTIndustries,Inc. 1070 Technology Drive 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). This NOA shall not be valid after the expiration date stated below,The Miami-Dade County Product Control Section(In Miarni-Dade County)andfor the AM (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 ART may immediately revoke.,niodify, or suspend tho 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 flurricano Zone.- DESCRIPTION:Series ITGT"Clipped Extruded Aluminum Tube Mullion—L.M.1, APPROVAL DOCUMENT: Drawing No.6300JR, titled "Impact—Resistant Aluminum Tube :Mullions'', sheets I through' 25 of 2.5, prepared by manufacturer, dated 48/29/11, with -revision B dated 10/1011.4, signed and sealed by Anthony LYDH Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and. expiration date by the ivfiami-Dade County Product Control Section. r LABELING; Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement:0 cnt: "Miand-Dade County Product Control Approved", unless otherwise noted herein. RE,NEI WAL of this NOA shall be considered after a renewal applicatioa has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. 71E W41NATION of this NOA will occur after the expiration(late or if there.has been a revision or change in the materials,use, and/or manufacture of the product or process.i 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 termiriation and removal of NOA. ADVE'kTISEMENT: 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 on of the NOA is displayed,then it shall be done in its entirety. INSPE CTION: A copy of this entire N`0,N shall be provided to the user by the manufacturer or its distributors and shall be available for inspection attliciob site at the request of the Building Official. This NOA revises and renews NOA# 14-1105.01 and consists of this page I a d evidence pages F,I and .11 E-2,as well as'approva I document mentioned above. The submitted documentation was reviewedbyManuel Percy,P.E. NOA No. 16-0218.03 CMIA&DMAM-MCO=UNTY' Ki �j).atioyl Date: May 26,2021 Zt 1WE0 FOR 11AINCE Approval Date,April 14 2016 PLANS ATO P 'RL AIT NfUST BE KEPT ON JOB 0111 NO INSPECTION WILL BE INUDIE. --J PGT Industries,Inc. NOTICE OF ACCEPTANCE; EVIDENCE SUBM11TTED A. DRAWINGS 1. Manufacturer's&drawings and sections. (,Submitted under NOA IV&10-0819.05) 2. Drawing No. 630038, titled "lmpact-Resistant,Aluminum Tube Mullions", sheets I through 25 of 25, dated 08/29/11, with revision. B dated 10/10/14, prepared by manufacturer,signed and scaled 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 frapact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 (T)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagrarn of clipped aluminum mullions, prepared by Fenestration Testing Lab, Me., Test Report No. V11-6443 (samples A-I ft u E-1);dated 92/28/11, and addendum letter dated 05/05/11, signed and sealed by Marliti D.BTirisoa,P.E. (Suhinitted under NOA No.I0-0819.0.5) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 51"Edition (203.4), prepared by manufacturer,dated 01/29/15,signed and sealed by Anthony Lynn Miller,P.H, D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. NUTE,RIAL CERTIFICATIONS 1. None. Product Coni of arniner NOA Nn..6-0218.03 Expiration Date: May 26,2021 Approval Date*April 14 2016 E-1 PGT Industijes,Inc. NOTICE OF ACCEPTANCE: EVIDENCE STJBTYUTf ED F. STATEMENTS I. Statement letter of conformance, complying with FBC-5" i (2014), dated February 15, 2016, issued by manufacturer, signed turd sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by . manufacturer,signed and.sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Not-ice of Acceptance No. 14-1105.01, issued to POT Industries, file. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 02/12/15 and expiring on.05126116. manuiellp",P.E. Pro'ductContrI E miner NOA NoM-a219.03 Expiration Date- May 26,2021 Approval Date:April 14 2016 q, "ON'REQUIRING P2949FK NOTES' P SMALL = - A L LOCAILONS REQUIRING )R LARGE AND SMALL 1)DETAILS SHOWN ARE FOR Tt It.MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANYANCI(OR$RCQUIRCO FOR1 HE AC •REtl$TANT 0KO* DUOI'6 FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE Si TOWN.EACH SITUATION 13 UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIE14CE 0 INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL IX OR 2X WOOD SUCKS IF USED, GENERA.NOTES................__ MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AIM ARETO BE DESIGNED BYOTMERS- IHSTRUOTIOhS_....... dt, ELEVATIONS............. i MULL TO2XWOCD..__._.-2 2)THE I tPF AP40 NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PFAromAMCE OF THE MULLED UNITS,muLJONS MILLIO Ix 9 mno"Ay..11-1-2 OPENING MUTH foR VVITIC&MUU., NwHiSTODE I. it! INSCRIOEDINSM IIAVE BEEN TFS79D.AS,rAEE-rL04TINW AND DO-40T NEED TO BE DIRECTLY ATTACKED To THE kuLuom cups,BUT Simi. NUTALIATION NOTES..............2 LE GETAIlS NOT HAVER.GAP OF MORE T14AN 1/4'FROM 11 IC alp. MULL TO"ONRY._.___3 RECTA 0,11JI.I.TO STEEL SHEETS 2-3 SNAPS. 3)THEANCHORAGE METUODS SHOWN HAVE BEEN OPSION140 TO RESISTTHFININOLOADS OORRESPONOINGTOTHE REWIRED MULL TO$WIFA6LO.... ....... ♦ DESIGN PRESSURE.MULLIONSAEALCULATEDToCeFLECYNOMORETHAN1/160.THE113$TR-S$114CREASFNABNOTitsM- ANCHORS E L z IN THIS ANCHOR EVALUATION'.THVIA LOAD DURATION FPCTOR WAS USCO FOR THE EVALUATION OF WOODSCREWS. HAY fAILL 9 d I X2X InMULLSPECS-I........5 fit 4)PROPER SEALING OFENTTRE ASSEMBLY IS THE RFSPaN$IBILIIY'OF OTHERS AND Is BEYOND THE SCOPE OF THESE INSTRUCTIONS. I X2.70 X.374 MULL SPECS -.T 7 IX2.a X.68 MULL SPECS'.. 6 z L 0 5)USEIK COMBINFI)WIOTFORNEIGHTOf ONLY-WO�,DJACL4TFENCSTMTIONPnODUCTSTODCTSRM[Ng 'AND 1x*1,125 X 00 MULL SPECS._0 wco SEE DCTMS I X A X.175 TUB-^.MULLSP005 11 it ANCHORAGE FOR THE COMMON MULLION.SEE MMPLES ON THIS SHEET AND SHEET 24,FOR MUiTIPL9 UNITS,CONSIDER -AIHRUG: ONI.Y TWO ADJACENT LlNfft;At A lIME WHEN USING THCOE.91GN PRESSURE AND ANCHORACITiTAULFS.714E LOWEST DESIGN I X 4X.375'T"WAL 8PEC-11 :D r SKECTS213 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APF LY, 1.25 X3.180-cm,muLt.Srcca.,12 1 (MRINI; l-2SX3.2bX,I00mULLSPt!CU-13 z 4Evj41 e)WHEN FINDING YOUR SIZE IN THE MULLION TABLES.ALWAYS ROUND UP TO 11 SE NexT S12E SHOWN ON THE TABLF(S). 1.26 X 125 X.S24WlLL'4PEm.',_14 2X4X.2 VULLSPEM -15 "OnactIrAL I pOlt 1,215 X SLVI X,624 W'Lt,SlIrrS.-AS .wl 1, 44 7)ANCHOR ENIAEOMENT TO BASE m*r-sRIAL SKALL BE BEYOND WAIL DRESSING OR STUCCO.WOOD SUCKS BY OTHERS.mL*T MULL SPECS_ �17 'r SP.Poe )SOON RESISTANT 2%9X.26 BE AN CHORED PRoprRLY TO I HANSr ER LOADS TO THE STRUCTURE ANCHORS S HALT.BE OWED 0 R CORM 1.20 -SHEET 3 AS APPROPRIATE FOR SUBS7RATE 90,7URIAL,DISSIMILAR MATERIALS$HALL BE PACTECTED AS pSOURED T 0 PREVENT _325w mull I:Pec!%..-- 10 REACTIONS. w X 326 BAY MULL SPECS 20 Q z MUI.1,10N&CUP OW.N6IBNS__21-23 co 0)REFERENCE:TEST REPORTS:FIL-040,FLCO ULTRACONIAGGRIE-ONTOR NONS EKAMPLE&I&2.,...,.._......._...._.,24 L r-r- PRODUCTS MAY LOAuiNG CXAmPLES 1-GSO;AHY TVPF- 9)NULLiOVS AND CLIPS HAVE BEEN DEStGNED&TESTED TO COMPLY WITH THE FISCUIREMENTS OF THE FLORIDA Ix 141181 BE CODEC7URED .AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLYTO BE USED WITH DY MT. PGT-APPROVED FENESTRATION PRODUCTS I iAVING CURRENT APPROVAl.s. 101-.JULLIONS ARE IN COMPLIANCE FOR USE IN THF.HVRZ- �u 11)QUANTITY OF UNITS WITHIN AMULTLPLEMULLED ASSEMBLY is UNLIMITED pRo\lIDco THAT THE$PAN AND OPE HORIM-4TAL fiujUL 22 WIDTHIHVIGHTOF EACH INDIVIDUAL MULLION COMPLICS"Vtf"TIJF REOVITTEMENTSOFTH13NOA. LENCTN Hp %IUIX MNITH r5 OF M:JLL CUNFIC•t1RATIONS: 1)D5TERI4lNETHE L)E5LGL4PRESSURE I FOR THE OPENING USING THE A9013.7 STANDARD, —HORIZ.mULL P)CHOOSE A TAuLLION TYPETHAT WILL FIT Tlill DEPTH OF THE FENESTRATION PROuUCrS)'BANE DEPTH. 3)REFER M SHEET 25 TO DETERMINE IF THE Wlt4OLDAOINGIS*RECTANGIJLAFrQR'TRMOLLARITRAiE'-OIOAV- 4)FIND THE CHOSEN MUILION-1 FROM TABLES IA THROUGH 16A.ON SHE:ETS 5 THROUGH20RZSPECTIME'LY,UCING comploogvith Ibc PlWidli WHY THEMULLION TYPE,LENGTH AND OPENING WIDTH OR I MIGHT(DEPENDING IF THE MULLION IS SPANNING VFRTICALI-YCr(I*RI7.btJ't4lY),IHE 1344I.It(wc -NEsSURE RROUIREMENT JLSSffT-)FOR THE OPENING OSTAINZO IN MULLION CAPArI`TY OST.NWED SHALL MEET OR EXCEEWTHE-DESIGN rk MULL STEP 1). By 1.11 THE NEXT COLUMN LVig LB 'ALUE 5)FROM THF SAME TABLE 1.15ED IN STEP 4)ABOVE,FIND THE VALUE _�APACJ�TYREQUIREO THISV REPRESENTS THEWINDLOAD�-r,(AM,-ERREDlOT14FSUBSIRAIEPYT14EA14CmoRSA,'Iot.IUSTBEt.IETTOATTA FOLLM1.1LION CAPACfTy, ILYNIV SINGLE M, H 0)FROVI lHEANCHOR CAPACITY(LOS)TA9LF ON THE SAME SHCET AND USING YOJR ACTUAL SlJOSTRATe CONDITION(muLlIPLE MULLION FOR T I ,\Q ...... t& I At,,CHC)W$Ur$T-I;g�rVAt4—Ct-DR-�-LIPPATTER,4�'OAYAPPLrI SeLECTAN ANCHOR CuP PA`tTERN ANOVERIFY THAT THE REQUIRED ANCH.OR N �P IF I. I VIII)m - , ve 7 AL I CAPACITY is MET. 3 DETAILS MULTIPLE MULLIONS NO,58705 7)IF'THE MULLION CAPACIDLLLBS ffM OBTAINED IN T)Ut-TABLE IS I JIGHER THAN THE DESIGN PRESSURE_fjpoUIREklENTjLgLfFl�j FOR THE ABOVE, OPENING;'YOUMAY •FIEFT'HE-MCHOR CAPACITY ADJUSTMENT FORMULA"TO(381;�N-fjj�ffCo—WffANCHOR REQUIRED.WITH THIS SELE&ED FOR THE SAMES UBSIRATE �lqwqg VALUE A LOWER ANCHOR CAPACITY CPT ION MAY BE , 4 ".. V r rANDARDS US It, B)VERJFY THE DESIGN PRESSURE RATING(LOS/FT-)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARCMATHTHERNAL MULLION t; -re r, IDING CODE STH C-DITION CAPACITY q&SIF pl OSTAIIJED FOR THE MULLION SYSTEM.THE LOWER OF THE-WO SHALL APPLY FOR THE eNTIRCMULLED FENESTRATION 2012 rORWOODCONSTRUCTION PRODUCT ASSEMBLY, WHEN USING THIS NOA TO APPLY rOR A P M- MIT. A, NIMANUAL.AOM-2010 91 HIGHLIGHT OPTION USED AND TABLIEVALL16S US61)INA SPECIFIC APPLICATION FL PZ 5th'8 05 (X�J 1 DETAIL A: DETAIL AIL fi: 1a iufoN i7m ILLION TO 2X WOOD BUCK MULLION ATTACHED TO IX RucrsiwP Ttro.ANDHOR o OR WOOD FRAMING WOOD BUCK AND MASONRY AND "PSR6U59TRATE �_`� ux iTT (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) eyolN � SEC6EE1A6LE9f0IS0 ll 11 IN la D3 W SEC.GREETS I I L1x+2.r%SI i.4 EDGE ljL- II;NERTME �a I 1 21.22FOR101F. pp j 1` I I CONGiETCOR CII �_^I C17TAkC9. w ArfDAkDo /" LocAnous oaJ.' ��I, I.I SEESUCTALILLSfFSET ' x ;TALLIPM MULL \ EDGE ,I o \� � �.\`•\ I n EDG£JSONRYE 15.183 w CJS$ f/] EY B - CISTANCE 1 'gL/dASONRY c7 2TNJ-ED 9Y < 4 a �\ I II .•�—^SCSI COS{/ ''•�,� 1 I r—AhrNORS p . 151•+F:D+OfI ` '`^ `� ` SCSI Lp:A'MAX F6'L 9 .�a p: ""�• IAUMULLONS , I I / a \ n SIDE l I W J E F1,110 CLa�MhY B£ � EXTERIOR FOR osrn2 ° �'•�.: ~ " R ... en � C 2 O1 0. MASONRY a �•.— 7 N � ( •� n �" L-.D.W l CLIP IS A^X:HLMS e F '•"N Np gO I (;+f - OEO FGR a fn g D fi� EXTERIOR °.n ^ .MrD euTusY " rySID-1 T jue rmFs: � � � � r£ Z O O - tvn.AHo11oR TwAvcT1DR — _Trn.ANcrlrn pmSua"mre, rEnsuSSTriatE, __ ,,.� PCR LsDGSTItAT E, I SES TASLES 10.1115 DES,TAWS 10.165 SL•ETABLGs16.76G /�� ECGS00 _ d ! ly 1 DISTANCE. j✓./ r/ , �S 9UCn+G01121P ~I'F Yf /!� �� RJC'KS7'RP �� '/• / �' Itl 100 tl1h8 — - Al T F ,�I:. j/ - i AM _ ✓.✓`/ /�' Ell.9COMEN7' iCFS. Al'iA4716MIV-..._ SY OfHEkS, I EH£E1 t. SEB NOTE I. •.••. SAEU I. M!N23N6I CDNCRU-OR CPU ---- SIDE VIEW FROM VIEW PkODUCTRIiV151'D _IDE VIEW ucaruplyiGL wit i,o Fliridt F RUNT VIEW A ptaSi oNu R=IraGa PGe /jp21 ;r OTES: f By Miuu a 50AF.NT TO BASE MATERIAL SHAD.BE BEYOND WALL DRESSING OR STUCCO. -101jit'. ANCHORS ARDMULLIONSITESH04VNABOVE ARE FOR PICTORIAL REPRESENTA71C.N .�� y IYNFI;(;� THL ANCHOR CAPACRV IS BASED PARTLY ON 7HE ANCHOR TO ANCHOR DISTANCE.THE ;�,•l��p •I,f:+4&;•c(F•P t �.% T17Y AND I.00ATbDN OF ANCHORS MUST BE FOLLOWED,REFER 70 THE TABLES ON THE '�' vt -a VS.FOR DETA1lS A•D,EITHER THE STANDARD OR IN7ERIOH CLQ MAYBE USED, Zr. HEAD TYPE MAY BF PANHFAD,HEXHEAD OR FLATHEAD, - ✓/•,� G.•�.c: �V� 7CKS ARE OPTION•Q.,SEE DETAIL C,SHEET 3• :°0 a F 16 ONRY APPLI CAT IONS IN M WAI•DADE COUNTY,US=ONLY MIAMI-MOR COUNTY APPROVED :•p0 ''• 'LOIATJP•'(,p 4CON OR ELCO'114'S.S.AGCREGATOR IAASONRYANCHORS. ""'-s.,!... A.LfNNIM LL .E, q � _.. ....._..—_ FL P.E.#0705 n MULLION TO MULLION cTAILC' -tri M�1 INTERSECTION NOTE&. ,TL AY 7TAGHEOTO Y STRUCTURE INTERSECTIONS -Mull.OR {U•CLIP) 1)MAY USINSTACLEOIN"7Ef`OR"cAOS6 ` , Y a )CLIP SHOWN) v S A 1 �x 7.)MAY SE INSTALLED"HORIZONTALLY �+ (SHOWN)=ORVE(rICAI-LY. LD LD I PER SU CHUR m T -PER SU4STRAYt'. L 3)SEE L3.CI.IP f?fiAF/iNGS.SHE!?TS 21•'"a3 ? sSC:TN't6O+B.fae TpP VIEW FOR CORRESPONDING MULLION. N m r2 µ I •� (f ! SOCSOISTANCE. ,r•Mtlll.tON fn g,28TEE2.SCRLWS. � 1 } Ix 1 �'^MASONRY ym Ike.s SELFORILL1Y3 ORPRE-DRILL. e2 kLAL10N ANO USE SMS m fl7 �p2} -MULLON }�•• Z o< `• s . a rAHCE�v ` `\ �• = ti-'o'set ` -+� RECO1NAFttOF.O FOH VASONRY w\1 ' FiN-IHMdEO �INFER6ECTt0Y �' N:CHaR3 tyNDOWg.RITTXAY ..-_ AL60caysEOFOR EXTERIOR `� w �+ -� OTHER fR/JASTYPES. Z ^ N TYP, T —P'*RSUSSI"ArE. '. }- Co TYPIANCHOR SEE7idkE5"4O•i3O �I ( �mm, 7RtiHC 'I.0LOCATtORSi ,/�.r SEE TAPLES 16•Ts6 EUD>= Jw0 — /i fr/ FRONT V1EY� arsruate •� Y H'T '. - 9YO ITSiL•..,�1•+1/rw a,� J SLET10 ES - U ;z 0.. • . WE 1 pT" SIDE VIEW SSC ABLES 'M IXXAETG OR OW HN 7.7 KSI CO'(CREIg OR CM 45-130 FRONT VIEW SIDE.VIEW DETAIL D: MULLION ATTACHED TO STEELSTUO (STANOARD CLIP SHOWN) TYP.A4CHOR STO.BASE MATERIAL SHALL 13F 13EYONDWALL DRESSING OR STUCCO. � FOR SUS6TPAT ElM6EC TAULSS IB453 RB AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORSAL R£PRESENTATION. °� '``:v.0 ScE 6HEETS @ PROLAICT'RaV ISCA ICHOR CAPACITY IS EASED PARTLY ON THE ANCHOR 70 ANCHOR DISTANCE,THE ,� 21.23 FOR nrn1Nld7inawitHthofloll a E 0 LOCATION OF ANCHORS MUST SE FOLLOY�`EO,REFER TO THE TABLES ON THE HONS' ,..,....__ Dnildii16 C,4 )R DETAILS A.D.EITHER THE�T 40ARD.OR INTERIOR CLIP MAY BE USED. LOCATIONS AtK�63�vo trrca a "�I�•10 ( ` �. / .;.,��` LI.y2021 ullu.lay q MAY TBE PANHEAD,HEXHEAD OR FLATHEAD. I ITIONAL,SEE DETAIL C,SHEET 3. {I{ r1• 7/ ;ATlONS IN MIAMI•UADE COUNTY,USE ONLY MIAMI•DAGE COUNTY APPROVED 1- � r�r _ oDStANLE `,e�,�I IYItiIV :D 4ra•59.AGGREGATOR r,1ASONRYANCiiDRS. FOR STEELsfuuS7reYNERTHa+ "ou,OaTLLO :�ti� ''SCEMSE ''•�I'' PRONTVIEIN �•. ' ItOAANO4:0NO IANTWITHTHErLUUILOINO y{ -CODE.A JX Y100D OACKER MUSTOSED. ATTACHMEH'I*SY OTHERS. lw 6065 EXTERIORUSE WOOD ANCHOR SPECS SIDE VIEW n [ NOTES: t31'•" �/ 8 R LX_ ?c J, 1)FCR 2X tNIOCO•BACKED STEEL STUDS,WOOD 'f).'•. 1 E OF ,mal .4;>J^,s--,,,,•, ANCHOR VALUES-MAY BE USED. '.�n tr.•FLCR51?:•'�1(ry'. �.:.. 2)SEE CORRESPONDING MULLION TAHL£S. SHEETS 5-20,FOR QUAN'TITYOF SCREti:'S. A.`L'YNtjlriyi}4lEf).P.E. :. -"`• F4 P.E,i/58705 i'nj§ DETAIL F: DETAIL G: DE AIL ;._)? �__ FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) R '' JD'0(i 45, 9 11EETS 4ANDJFg11NSTAlIAPON BAY MULL =• y� TOSRECIHCSUd51RATES. N' r / `•� MULLION B LD _....... o z � fro7o ' 07 0 O TOP VIEW r a ry SIDE VIEW I In L) o O 6HON71 WITH 1'X4'X.125- , 'fD{3�j TOY VIEW I 1 m y tp MUWON , i I C I 1 2 O J EXTERIOR / I 1 Yp 1 i pm Guam-Aie, r sErraeleslasORics - Z srAT1aARD MOLL:oNc;P i Tn6UUDLs7RRAA7F �"� )� I EXTERIOR .1 rn MOOT.IF.D 70 TITF1EL0 SED 7AflLF.31S•uS �/� �"'t ' I ¢ a r a- CONDITI ONS. I JJJ 1 I I � r I 1 1 TXPNOLION Z Z Q m p f I I I �� tHSTAL t0BNSI FNOFOAV.I.MOT E Q Q Z N WLILIJON 3 �_�•�. 1 I. tNSTALU:03151OE OF DAY 4NL4. ♦✓ );,,y a3 q � a / ���i �{r ii 11 2•x6'X.us \ \ F A \ )\\, I I :PER M INSTA END, .i ¢ O 9 usTeciN6TAucn ..0 c9 'O,'.O TMANCHO¢ // �\ �1\ Cb • ,.../ `` —?ERrup.'RATE. Y/ SEE TASL_31B-1419INIOW �j WECL. LUTA �yHkA^ON1. INTOMOD,$TEN 6rANOARDCLPTO7D £XTR "�f–�-L^`�'{'T'�11 l �`�`��j.y•y•,�vJ$I W •ENOR AL(Q.I,CMUORMA60NRY MOO:rIEDINF1I:LD, F f1CT RKVISED'.3 w"mplying with dIo FIOIi'u )3dilding Coda r INrovr�ou,s7eeL. I - ticcplalceNa� 2t8. LZ. 71.14 L 'ItY –If BKFifuliVn DNa DN'TANCE BY PER MI c r'ruducl ANCHOR DIST '.1)—.PERANC1iOR IJ NO7ESFORINST•ALLATIONO _$TJd1AT10N OPTIONS F: -- +� t)USE?ANGLE CLIPS YER.MULLION DID.CLIPS MUST BE INSERTED INSIDE OF IdULLION, 1)DETAIL;S NOT APPLICABLE FOR THE BAY OR 1.26'X2.11'X.125-RIULUON. 2)DETAL G:SEE TABLES 18.148 FOR ANCHOR QUA4TI TIES AND SHEETS 21.23 FOR HOLE Z1, 41n,'GR?05, .LOCATIONS. �--- 2)SEE TABLES 1E1-130 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOW IONS. 11'•,(iL' 6 LnLI �� � �-y 3)DETAIL H:SEE TABLES 160 OR 706 FOR ANCI•IUR QUANTRIES AND SHEEP 22 FOR HOLE I � •.`w; 3)THE 2YX CLIP 18 NOT SUITABLE FOR I HIS APPLICArION. LOCATIONS. 7'•. TE r �.•. AJ� FL 108705. TABLE 1A ._.,.. Mullion Capacity Tablo Obse OpeningWidth(trwrOcevspemng m 1ons)or Opaning Haight(for horr2orie"parrirp fn;flons) 57M 6611, 701a BOM tom Noll 1201n 140N looln ti o ' II2 N Rv[16ny4r TreYrflany lar RrgWu 'nnplr0a,0. Ne<IiO.ua TrtNiq rqu . .Re[I.nyNngtrtrfnp f Trty. 'Reetan al ' . ruo[enwlor 7rayfilare. ne[IM2Um' TtW,frflnnp. NC[Iby7ler Trp/ltlertp. Ra•myWn Tm� c10. 4 1 X 2%,128 Loadlg Ln:roq Looting Lcndrv7 Ud&A Lwdnli L,,S g Lv(tdn0 L"dn9 Lo4Un6 U.,1139 Londry Lov0:10 E-Ibo LuftLoftSm L.,dhi9 Lwdr% oY Nun),Tuba ,,: �- z _ n - q g _ _ _ g _ 47 �_- L _ _ _ he :Mullion � 9 � t9 �" 8 e" �' 8 �' `I fi� � � � d L DO W z� 5 > � s� pq�y !( pg �1 pg�yy!} 'y¢� a � 3{(� g •}[(g �T � h Rf s� � s¢ a� s i5 ¢fig- 5�j �} F��yj � �5( m �u,` 4 d d. doh zZ 2cf2a Y d L� ^@• Zd .Sr fl'n d� d`d � 0 �2 Lald. •�i 9 Zdg �e� sE at $ O /2D1 1,11.9 403 125.7 332 97.2 406 1(0.7 325 78.A 400 107.0 721 59.9 IW 177.1 71f 67.1 100 104.0 319 Ga.B 108 101.0 719 IBA 401 104.0 310 3&9 479 1GI.0 ]19 30.0 106 1CA0 Jt9 _. ._.. _ _ .. W 16N N,O L2 87.6' 256 024 712 734 262 63.8 312 07.0 240 40,6 3% L5.2 NO 410 J12 01.7 2N 070 312 01.,.241 31.2 312 31.0 2N 26;8 Jt1 01A 2N 23.< 312 05.0 241 i. 40 fA.626 to 03.0 201 70.4 .231 672 281 01.5 220 45.0 261 50.7 224 39.9 261 52.1 222 33.5!261 79.1 220 31.9 261 A9.3 219 KO 201 46,7 219 22A 281 49.0 1214 20.0 231 46.3 119 W 'o n` 5411, 02.0 247. 61.5 207 43.0 2U 49.8 202' 37.8 7.47 44.5 199 31.9 74T 41.5 -166 293 247 39,4 1W 20.3 217 35.4 103 21.9 20 36.1 193 10.B 247 3(:7 167 10.4 217 SE,1 ._..._ _ ..- ... e 60N 37.4 100 11.7 170 320 200 3[.d tGe 27.4 200 31.5 163 24.0 203 2[.B- tE0 2LJ 200 27,1 109 1A2 7(O 250 t57 100 200 26.0. 170 (I 'r 63 In 33.1 181 37.3 157 2?.G 161 30.3 162- 20.7 161 2do t40 25.7 101 24.5 148 1114 181 226 141 10.0 ,.181 217 143 e eaN 70.8 IW 30.7 142 Z4.0 lea 26.1,,. 139 20.7 I6L 23.1 130 13.0. IOS 2.1.0 134 - z L) -1-.. W'L $99 ill�v- T2M 222 ISA 23.3 120 18.0 176 19.9 111 0.11 108 17.6 110 Y5 ii `1,•'Z \ 7__ .w �._...._._._ IOM Is.9 127 19.7 IN 16,7 12S 18,8 197 _ ,•I r, d' 76 q 17A' 116 10,2 101 I O TABLE IS !- ANCHOR CAPACITY ADJUSTMENT FORMULA: N N 9co�o Anchor Cu act Tsyle(be ANCIIORCAP„w,,,, ` _11 59tal.mic 2.7krAwtote .7SA.(bm. HJ6b emu RwCMU Y;Y.1 _ Mv:47 .I(Ul".)X� tl)=ANCHOR CAP.,,, r1, __.._-_ .�..__ J M ULL!UNCAP. 31a'Oko 179.89 F.'w O'!0'f.1m 1IP 78 Elco M7061af A17 G1oN sRSind N W Anehor CUp PatKma .".w iylk Ylr Elco 161111661, 174•F.Ro llAisnon Y10'Eko t/1D1E611 v4'OIvO LOvetm 6;m,cm A&in.- U7m:b1 AS6m06D:v ,.uoH(G5)3c-(G5) Scr.w(at)' USE THIS FORMULA rOOBTAIN THE'ANCHOR -- - -• --- ---• o ^.A('ACITY REQUIRED'COfiRESPONDiNG TO AN 2 Lawn4ntxnpn; r a•Im r 241, 3.18 r ztr r _ _ __ v ......_�....,..�1lY r 3L6' r 040' _,0.54 a.m•. • X 7 GraMi^1m1'm. 1.11' 1•x4• talo• 1.x1• z-PtNr -i•?ii•-•' L•iN• t.IN' 1.114• 01.14 �r � 13'fi Asti• wlca ACTl1Al..PRES•RUR[REQUIREMENT FOR TI4L 41 Z O O An6ne7Ma IVIM"fna.0 lstue11ora7oe+r_'p Ryj 11 70001,d 790 La IbMs 0001-- 104[114 54CD. 7to 416t••�w it. 640 ix ml 44J1r: %]-rot OPENING.WHEN IT is LOWERTHAN THE MULLION S �yc) U) - - T!�SELCCTED T L'I'ABLE OF F u 42 I {AntMrr$t.}5'/Ak.O.0 101rmOwd(a gC.eQLtip ieq.7( 4007n 70024: WA WA WA WA 3h]IOr WA RA NfA EUA 01, CAPACITY(f•RUM H. ) 3_yy .-___...____ _..._._.-......,. WA Ale.ite .G_1tn 1 G.0104 F �� f 4,vlcrna�ya•m-0.01191>16A�;Mar.,/(:�9.31• leo as 7eo'bi 60an. ImIIA 169;163 vomr 6_w1caN1a-'•_ 760 In Ga`at6[ 1A9i1as mu. "3652+4 t72Alw MULLION.IT WILL I'IELDAMIWMUMANCHOR ` � �' '-�ArShm•(O V.4'Y M,a 0%1UL31p,Uvo.115'AG:m(r:5 M1I WA MA ILIA SCA ILIA- ILIA NN T WA WA N!A,....' NIA WA ILIA NIA 1713 00 CAPACITY WHICH MAYBE USED TO QUALIFY fA.1wf?F-C1Fft6)t 195!1. 10574 22315. 145�D 7Q im UJIDE _ t/a1Y_ I'/ICJ 1 31C 16U 3521Dc� 473184 it dq 7211-- 167 OT1 ADDITIONAL ANCHOR OPTIONS FROM THE 2A:1xw I:15'.kin,0.0i FC(m".6)1 240154 330Im -PRA ' -WA' _ 10A 7vA 'PCL- Ila I4'a )_xa' '-rvn WA 311 e6n 4ul:a .mw ANCHOR CAPACITYTABLE. !DOTE:FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE'STANDARO CLIP. FIGURE 1: FIGURE 2: 7 HLE....N..OTES: _� ._._.. I•ILODUGT AI{VT81(U 1)SEE S(!EET i FOR INSTRUCTIONS ON USING THE TABLF!3 AND:r!IEEr 2.5 FOR INFORMATION ON LOA01\G, 6-tc4nplyinx with"PhxAA SEE SHEETS.2.4 FOR GENERAL INSTALLATION METHOI S. -j 1.000' I-•- Aadma CW't I�• _ AUxptmlM No 1G•02 2)LINEAR INTERPOLATION BETIVEEN MULL LEN(37HS ANWOR OPENING VADTI15 IS ALLOWABLE. B FIGURE 3: BY 3)MULLION AND MULLION CLIPS SHOWN ARE: NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 2143. h;ivmi)n o pro .0 ® HOLES TC BE DRILLED.IN THE FIELI).FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.21 2.000' �- �_ - FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I ANGLE CUP hIUST OF USED IN PAIRS.. Cj SUBSTI7i1TL-S:CONCRETESHALL CONFORM i0 A^.!;501 SpECIFICATiONS.HOLLOW AND GHOUI'•FILLED �. CONCRETE BLOCKUNrrIC61U)SHALLCCNFORM'!'OAST',!OSO.'WOODSWALLBEPRESSURE•TREATEO '' •�\_,•'4Af.F•NQE FIGURE a: FIGURES: FiGl1RE B: YELLOW SOUTHERN PINEWITH AN SG OF0a5.ALUMINUM SHALL BE BC03-T5 AND BE AMINIMUM CK125• \� 'rt �T THICK.STEEL STUDS TO BE A MININ.UM ORADE 33 ANO.045•TI IICI((10 GAUGE).STRUCTURAL STEEL TO BE AT 11 X 2-X.525•ALULLION y. •; 140,5ri165 t LEAST.125"THICI(AND A33.ALL ANCHORS IN rO METAL SHALL EXTENDAr LEAST 3 SCREW THREADS SEYOND r / p THE MATERIAL•010&1112 ANCHORS INTO WCOD MAY BE STEEL,10•B S.S.OR 410 S.S. _ 1!�• I •, L..•.. si '/A.�l'Y(`lN1ty1�1�C�R�E. y i rL�•• �� FL P,E.q 60705 f� TABLE 2A Mullion Capacity Table IbeJfl r p ' Opening W7dih(for wuaPfrp6nNIvJmtRun1)orOpening HaIght(foncolfmnlaP)•apoWngmultom) r} C t4 501n wln Tom to in Dom loom I 1401n ILom / tr Ra:6,oi11 lrlh'riWG. Reelarath7 TmyTnenO. it6613p91CJr rr6(rlNero: IldUayullr T1edfIA1N. RoctarquW IrlrorinA'O.. Raltalgolar rr4rrrlkep. Rr.ImOAAf T1eyTM'o. RBC'LI,7'dJf TTJ7mmo Reoldnpu3N rp1YlNuyr; d 1x2%.376 LOWIP4 LoaaagO IA06np 16J'r0 rwt0 dLwO�¢p lordM La06ig laafQO LmdrO Lrodt47 L&-4mLOJaro LOD6tlR Ltaa4q Im91g1 gLcs9V LcPsUO Py a �[ AlMulllanca 1 4 a fl, � a il H o 42 r, 1711,0 L"0 77au 4]5 151.5 OR 170.0 dib ns.1 G.. 1750 We 110,6 65I lea's 818 1009 m 198.0 617 me GM 100.9 617 Tv 6tR 106.0 61r 01,0 W2 18H0 a17 687 002 1889 h77 W 4B!n 121.6 9C7 1300 419 101.4 '507 110.2 A10 680 .1 100.7 403 700 W7 102a 399 61.8 507 W.6 207 BOA 507 090�. T* 50.7 607 WA �39V 43A 907 99.0 299 58.0 507 0.0 399 J 1311 _._._ ._. ..._�.__�_.._.. �_._ �._.__._.____..._.......___-.__.__. _ ._ ...... S •CSW fO.Y 530 11x.6 :176 6A4 C:A 99.P ]7t 741 4G0 00.6 AA 0yj Mo 365 Oi.O J;A LI.J $T 01.9. 4110 60.0 360 53.2 450 67.0 502 31.0A50 x0.0 350 924 150 006 560 0- 61L 0.i./ <9D :113 Aga 712 500 a49 ]29 610 400 527 400 GT.J 318 51.5 4a1 61.6 31: 42,7)•100 023 314 350 4a] 61,8 913 :G.B 40) 9La 311 287 070. G1.6 313 m O OD In G7.J 124 rA.D 7111 5f.0 ]2A 57.9 7r0 d4$ 724 91.2 37.1 48.8 260 JI,a 314 45.0 291 31.1` 324 d1V 25f 28.0 3& 06.0 295 224 324 40.8 259 111.5 3'14. W5 251 CO J C 63 Y. 013.0 224 SIA 797 41A 791- 49.2 293 564 -194 53.0 -.1 326 I3r 29.0 291 ]I.1 Ili 26.9 291 392 ?132 22A (94. 57.6 770 19.2 294 37.4 250 10.6 7a4 33A 250adm 45.a 260 4?,N 220'38.9 7Nd 12.5 225 370 206 975' -U 340 216 20A 2Pn 31.a .216 lad i Zea 238 212 195 76a ad.0 ,210 16.4 208 27,7 200 14.4 263 15'7 20P Zza72m 560 275 77:0--166 306 _276 92.2 101 26.7 :75 29.d YO 105 20.0 7?:r 2:68 10: 1a.A 219 721 167 150 715 27.3 174 129 275 tB.B 176 11.5 7S3 96 17670 fn .19.0 201 22.11 til 25.5 102 2.7,7 173 71.0 IJ4 27.7 :`74 'd1,9 tel S7.0 IVY v3.7 19' 19.7 202 Itl.4 1vJ 128 21R Itl.T -- _. ..._781n 203 Im 75.0 v- 736 102 75.1 ias ;02 7413 210 197 10.7 iu 15,7 11 r1 181 151 11,2 102 10.6 155 Ila 102 16.x 162 10.1 107 ,4.0 1:0 8.0 19I 1-0.4 1'A a -3 �''• �; WIn 1Rv' 1k 19.0 173 184 tat IN.1 tM ---- � � Q f�•1 0 as In ,77 19 f ibt �- - . o b� TABLE 2B _.._.._....�.-.._.___T .ANCHOR CAPACITY.ADJUSTMENT FORMULA: Anchor CaixCi1,Tom to(lb al '- ---�_�---J tr' " W ae0tlm10: 2.738:eatmm•`�A-].51raM. Np17p(9AU - FDNU49 P7Vr0A1 Mns1 f(pp)x FNCHORCAP„�.,.., ANCI]ORCAP.,,,, N� N Y. {I)I \L1UL),ION CAN.,,,,,,,, h N •7,'1L•EI:e - 114.59 C•lc0l`'JI6'11ko VP 6a Eco d10 s!cAi S125tfol Al2610e1 hwtor T7pe: 115•F.lw Mmcon 11 R4•Eke u419m Sic Eko a:�atn 1.'4•Eke Unncm wrnclo IDVocan A4 A4- 8.."(05)a6R 3 611 RfJ 106) USE THIS FORMULA TO OBTAIN THE"ANCHOR Q O AnehorC11pP6hema S +nweon A Q I '11' REQUIRED' 70 .CA �eao ac•:noefl) r x.1,r 1• s.vr _3•ut•_ r 2.13x• r 7•ta• 2•. 6aia• z• o.4B• ..9+•' 0.724•- CAPACITY S AN 1 EmkcmeMPm i•Yd= 691•"• 5•Sa• 1�Tfd' -2- 1-v4' I•Ld•-'-1.1(4• �1•If/'- 1.114' TIM' 2-2•�-1altr '9' ku161 fLACTUAL FRESSURERGOUIREmviTFORTHE 2` 'n`O .0 2AXho.%04.7'u•NIA.C.C.r5:e.+d7'N w(xw01PJFv.N' 70019+ 771r 4•-0ps Cal Df ;fR49+5 210 a+ 23G m. :941oe 7404a 3741k1 GGA Ias w0nc 34trn dd7104 r 1b, OPENINO,WHEN R IS LOWER THAN THE MULLION fr �m 4 A%1.m 61.161 Tdr.GC0.L I!t3ml R•CAA.ab(rq.21 480 R. I MJ k, RIA wA NIA WA Sen X, NIA WA WA R'A IVA M12 ft aB9@1 I17J Ib: CAPACITY(FROM THE TABLE}OF THE SCLECILD ��rc� _ 4 hncnora A'Y61G.0 Ir Ab A.N.010"tft,37 760 xe T Tao I!* em aa_ I9ae rmr :am mn_5701, :s.7 m. _ Nu, 760I,_ :1e1 6s7I7, `(0901. W2era da,tw ti233>z MULLION.IT WILL YIELD AMINIAtUM ANCH^R i•Aocwle(x9.d5.4n 0.111i,Ln.:11c 1Y'A:dm.{Fp.J). WA_r WA i�•WA WA WA WA 'WF NIA N7A� WA !i!A _ lvl. _ t+.'A tl;A 715rec 4 CAPACITY WITICli MAY BE US ED TO OUALIr1' iA,Rlr>trF42p IFiq.9). 7930x.1 tern! 223m. 405rtn 82^s 0u ,36 iSs -144lbs 177es' .1Ulu (0111,1 57214. 573!10 170 Rn _221Ib4 7Co 0r. ADDITIONAL ANCHOR.OP.TtON3 FROM THE 2 Md as f3 1.13•Mel.C 610.dp(F W. 200 ps I 3'A rb4 t WA N'A N3A rUl. 10.1)es NAt NIA•- R'A N!A R'A 111 ps 042160 560 Ns �ANCHOR CAPACITY TADIC-.. NOTE:FUR THE OFFSET CLIP,USE'PIE SAME ANCHOR PAT TERN AND ANCHOR VALUES AS'THE STANDARD CLIP, - FIGURE I: FIGURE.2: NOTES: ;-Aw"uCTRBVIST9D CABLE --®�� �-- Js cnntylyiny wllh Oro Flmide ® I e 1 SEE SHE F.T 1 FOR.INSTRUCT TONS ON USING THE TABLES AND SHEET 2.5 FOR INFORMATION.ON LOADING. OuiEdit6 Codd SEE SHEETS y FOR GEN=RAI,INSTA(I AIION T4ETHDD8. -"I 1.0'70• �'"' [rxyim000 Ddk ) 2)LINEAR INTERPOLA7 TON BL I WEEN MULL LENG1 HS ANVA)R OPENING WIDI I 1$13 ALLOWABI.E. FIGURE3! MimII _ Produm ! 3)MULLION AND MULLION CLIPS SHOWN'ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. b +,1HOLES TO BE DRILLED -� FIGURES SHOP VJGGEB EDE APPHOX 1ATF H LELOCATIONS.FIELD FOLLOWING OWERESTRICTIONS SNJWN ON SHEEP S 21-27., 2'000 ,R1t`O�,( (YTih) q .. I, j .•�.CLNSC••..Qp ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRA ES.CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLO%V AND GROUT-FILLED 37S' CONCRETE BLOCK U141T jCMU)SHAI.L CONFOiiM TO ASTM C•00.WOOD SHALL BE PRESSUIRE-TREAT E!7 •�71•! No,5870t3' FIGURE 4: FIGURE 5: FIGURE Br YELLOW SOUTHERN PINE WITH Ali SG OF 0.55.ALUMINUM 811ALE EE 600&T5 AND BR A MINIMUM OF.126' C THICK.STEEL STUDS TO LIE.A MINMILM GRACE 33 AND,045-THICK(18 GAUGE).S TRUCTURAL STEEL TO BEAT I'%2'x.3%b-MULLION LEAST.12:0'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS GEYONU ^b•• N g (1 ;�R.' �=. THE MATERIAL.#10 A$12 ANCHORS RiTO WOOD MAY BE S TEEL,18-0 S.S.OR 410 S.$ fJ'•. ;7,rrF F ;. ,„' A.LS'K{N 1dIU13ETl,P.E. TABLE 344 _ - __- _ mutilon Capacity iahTO obeftel �.T{ Opaning.Wialh(larwr5ca*spatlr4ng rmila a).or Opening HDIDM(fDr hodz9nlelfy9p61Tlitlg muBaxs). fill Sate Oom ?alit OOIn 901n 10011 12C In 140h 160 in 61 O Rr;lu,µ44r Tnpfrde49• ROalOn9✓.ar; lI9Pr16anB• Rt<Iu1pA4r TrnprTAnn9. R:eIr.+O or Tlgal7nen9• nestenowom 7174!"i11a,O. Pnewdar Tmdr4am FCd109aRW TrwloonD. Roc1mgdu Te;Y7dey, Reet4VAm TNp7r4sM. q 1x2,76% UMnO L.trr'd,' L4tdn0 W"m L-av LOednp LOcdoa lwdn2 Lwdn9 W.Jna -LwdnO L401n7- Lctam+9 1.1drg L.d.O 1:Ow1 a L.Odu9 1oodn9 �Y .978 Alum, -- - -- on � 6z s eff a � � s� � � � � � I4 e� A� �' e � 2 .�• �g Tit fir:` m r" 421n 1TDA 320 170.0 475 7704 744 1704 476 170.0 We 170.0 JA9 1704 w?. 170.0 at*1170.0 1116 173.0 621 178.0 1247 1704 621 146.7 1301 1704 321. 127.8 1201 176.0 621 111.6 1301 170.0 021 0 W 401n 1700 X706 1'70 Sal 1704 657 170.0 E04 170.0 092 110,0 070 '110.0 1173 170.0 OBf 1610 1130 179,0 877778.8 71139 1740-660 '1133 tfi41704 fA0 07.0 109 170.0 640 654 1119 170.0 067' 60.624 111 IT00 747 170.0 531 1704 bid 170.0 !31 167.6 1032 '170.0 1164 1446 1472 170.0 721 1301 10]7 1Too 747 117,4 1072 170A 758 07.9 1022 170.0 758' 073 IC32 170.0 7% 7344 1072 170.0 760 4n 54 M 170.0 Tai 170.0 ILLI Q12 lai.T 401 170.0 691 131.2. 407 184.7 720 1201 DOT 162,S 720 107.0 C07 t45.0' 71{ 00.6 007 141.1 710 846 007 1404 7119 04 ov 140.0 707 W.6 Dar 140.0 TORI {n O GO G, 141.7 736 151.6 615 117,8 776 190.3 6{T 10].6 736 1140 EM 061 085 100.2 500 70,4 735 914 943' 70.55 73! 97,1 676 58,8 lab 01,8 574 60,4 745 914 574 -441 737 01.6 074 J 67 in 121.0 Gas 1740' 670 101,9 606 111,5 667 ST.0 609 90.0 547 703 EAd 90.1 636 67.7 am 61.0 611 00.0 we 704 620 50,8, rias 74a 571 43.7 Gee 748. 621 30,1 607 73.8 621L U j 60 M 100.0 07 112.4 522 !01 GAT 90.1 011 �76.7 GOT 65.D 701 6G.2 607 77.1 413 Gag 107 715 486 6310 697 07.8 '481 44.2 car .03,1)'4Ta 37,9 607 62.7 474 .73,1 dor 07.7 174. Z dg a 2 7261 615 610 63.0 Q3060, 5I0 734 131 SJ.J 510 W.3 428 6f.0 510 074 410 49.4 510 5]5 413 40.9' 510 0.0 Iw 34.0 610 4..6.,.9-�c_402 20.2 610 44,4 359 26.5 510 44.3 300 �. -_.. - .. _. _. .. =) `y 7Dh 044 450 72.6 400 61.11 453 U1.7 392 44,0 455 54,1 365 4344 458 405 '370 30.0 450 444 2173 34.7 450 41.6 366 2S.0 45a 3T•7 702 24.8 486 a8.0 000 21,7 458 :Is.? 056 �J -iii- _.•_• ._ _ C 7614 61.1 /3a 874 3Qt 01.6 /3Y 664 SP5 .15,9 US 48,0 :41tl a0.i 153 d.T(760 75.1 170 40.0 266 OLi .406 76.1 551 28,8 135 Aa`311 71.Y 435 72.8 741 241 477 12,2 '040 (A p 9091 41.6 327 44f 730 3/44 377 00.4 243 IE.9 727 31.0 260 �.1 177 160 775 273 721 25.7 TI 41.9 177 71,7 Zfd 17-4 317 214 282 I<,9 377 197 206 n Z _62 061 34.4 747 3F.A 267 28,7 267 290 262 2A.0 GET 58.0 248 21,5 ."B7 21,1 744. 10.1 207 :11.9 249 SY.1 ZEJ 10.] 137 U,4 297 140. 00 O g� IDB:i 24.2 227 247 MS k, 10.9,l 727 20.8 201 17.. 121 ICA 196 141 Y47 lea 169 (!) In { .-.�-•.�_ _.. .__T ._. _ 11115 223 213 22.7 194. 16.0 215 19.1 19f 149 215 164 1c6 ( N SC ._-120TH 77,0 164 17.9 197 _ -_ _ _ _�-. ---_ X Q } , ••_,,, ,a- 2 .N NTABLE Anchor Capacity:able Ms IJJCIiDR CAP..,,,,,,�_ BL"(0w 2,i9Circrni4 354Cene mclo4•17Nu FtlImckiU PT M61p1 (0n.)x(/---^- ANCHORCAP.,,• ....._,.._,._-._�-._._._._..,-...�.�,�._,.._... _�..._.,___. `MULLION CAPr....,,,e� '�2,857 d1P Eka 114.09 fJpo Gf4T Eleo IA'J3 EW. 0106Wti [12 S4i4 1i126kd - ArzfwlyPW 1/C 6lto Ult-p fie el'.VM- ]010•fixe Y]XOn 114'E1pp MYneon AnMorCIIp Pa-tome _ _ _ uJwwt A2p6Umpi tlfm.tt Awe otx' Oemr(CS)gem.51751 9.c16.r 105} USE THIS FORMULA TO OBTAWTHE"ANCHOR 6wo IXswwetlm 1• z•Itr r .. i••Ir- 3•u6• I. 7•In• A• 2-vr 1• 3di6' i• z 11411'oar ar�4 CAPACITY REQUIRED'CORRESPONDING TO AN am0eanmr4vl 1411 I.VA- 1y4• I.3r41 T..__ '1/74'" /•tra' '-T" 1194. t.tr4 1.104• - 2' 1 Y6•. 1.318• 93661 ACTUAL PRC•,SSURE REQUIREMENT FOR THE f4mbnE0471,w...O.C.1S1nor r,aip l!te.17 7W wit MR- 437 ab e:m 169. 1µ4r64 aro ra 2601_:.o154 a. n7m, _--Sulw C011W Bean. ;+115s 4/715+ x69 n, OPENING,WHEN IT IS LOWERTIAN THE MULLION <An<conrot•+6.7.1n.osc Fsx+4.4 rp0aroptl c7p 972.71 _�oD me looloTil'a_i wit •iun `wti- 3oDtx I •ten -Wit-^k'�. r+'T _.-wa D9z 15, f 60.s lta ilanlo� CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Ari bariEp s N•�•O.C./tl)2e5 A1�p.nb1 r ffb.•1:"Tit MM_ reGtT�r 460161 1560'Os. L'001W $10 rye MO 151 INA 700177 F401a R5 me 992 ix M we•x%51. +120 ioi MULUON.IT WILT.YIELD A MINIMUM ANCHOR -7 ncicl�i4a r,D.or 1w,.o i`;, W0.125-Ai,,�.IF",y 4I l^Idr• NiA wit 7vn un iNn Wa ^WA -'c4 WA wA wA It% ! !un 7152. CAPACITY MICH MAY RE USED TO QUALIFY I kv.-W/FCII,iFla..at: 197 wit 105 ftt Na IEe /N los l27lar, 13565 - 140 P.9 1171x9 3Mf6F -to? 332101 4/3131 1700, 721 I1n 25o ee ADDITIONAL ANCHOR OPTIONS'FROIA'THE ._,...,.,_.,._......�..._.._._�......^_....... ..,_ ....._._...____..^. .. NIA WA wA ._)A`- s4I Iw ^a4YID5^5!FSito ANCHOR CAPACITY TABLE. .. 2 M.4K4r !.15'1Nh.O.CJ F{ap.IRO•al. Nc 9a baa to wit HM WA ILIA 190161 1 !NA NOTE!FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUCS ARE USED IN THE EXAMPLE ON SI ICET 24, i rx0T9UCTRFVISr.D ..-,qg in8 with 10,0 Ror}d- U,nfdl Cade 00.0248• FIGURE 1: FIGURE 2: Ana�ltmi Ont 1 t Ir--�7- T'ABLI NOTES: LzV_ratlm706t0 rf,021 • + ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING--HE TABLES AND SHEET 25 FOR IIIFORMATIgN qN LOADING. I rsy•I ® ® Mio d Op P[odUct Co4ln4 SEE SHEETS 2.4 FOR GENERAL INSTALLATION MC•TI{OGS. -- 2)LINEAR INTERPOLATION BETWeEN MULL LENGTHS AND/OR OPENING.WIDTHS IS ALLZNABI.F,. ,,1111 LYNiY rt Iii FIGURE 3• \`)71( �� 31MULLIONANDILLEDIVCEIPIELDFOLARENOTTO IMNSILE-FQRSXACT TRICDIMENSIONS,ONSSHEF,TS21.23. 2.750' ;\�L'� 41GENSt''•F�7 ' -� ® � � HO:L•5 TO BEDRILLEO IN THE FIELD FOLLOWING U!MENS1gNAl RESTRICTIONS SHOWN ON SHF.L•TS21�29, :•d%• FIGURES SHOW SUGGESTEED,APPROXIMATEHOLE LOCATIONS. Mn.n7+J5 ANGLE CLI?h1t1<ST HE USED IN P Att4S, 4)SUBSTRATES;CONCRETE SHAL.LCONFOR61 TO ACI'301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCI'tETE BLOCK UN(f(CMUJ SHALL CONFDAM 1'O ASTM C•90.WOOD SHALL BE PRESSURE-TRFATED 375' ;•O !� f I 17 I " FIGURE 4: FIGURES., FIGURC•a: YELLOWSOUTTiCRIJPINEYIRHAIt5GOF0.55.ALUMFNUMSH/+LLBE506.3•T6MIDBEAMINIMUMOP.72G ^'ILS' (•eSr�Y� 'r:' •. LCATHICK.STEEL STUDS TO BE A MiNNCH GRADE 33 ANA.014 LrHICKEXT N GAUGE),T 3 SCREW T STEEL TO BE AT �1 S,f I C F C �� t"x 2.70"x,375'MULLION •. 10ftTV1".•'• y�i:� Gz] • ® LEAST.125'`:'HICK AND 438.AlLANCHORS INTO L1fTAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND ' &.. ..., • >,C9:'' THE MATERIAL.#10 8 012 ANCHORS INTO WOOD MAY BE STEEL,1043.S.QR 410 S.Sl �� 1 I. �` r - 7-1 - 4Y � t, ;P,E. �L P_ 78705 .% n a Mullion Ct ro' TOb)a bee OOonInO Wldth(for%oft456/-s)t6rvina imllcre)or Owing Holahk(9orNrizrrial"porNro MU7ona) SOk �.-!..^601n 701. Oki 901n 1001n 1201n 140M leak 1� Roderp,lx 71,PrTAmp Rootnnrurar Tm,,"I.N. Re,1w Io; Tr9;51TdnM. Fall 21W 7rowmang. Ractorp" TnNfdan9. Rcehr,4'du T�a0leaq. Funugul 7rey7Aenp. RoWangul 7rapfrogm. Recta,74. now". 7%2.76% 'L,ad.V U,doo J..S., U4dn0 fcadn9 UWng LoOZ Loadna lowing L9a0.q Loado9 L4409 Lnadlq L,vdnp lao)n9 Lading Loodag Loadng nX 460 Alum, '.. {{ _"_ ..b �._ r li gy p_ A lel p_p a F $ 1 k k 4 A 64n�onE. $C tlE 6 NLC 6 � � 2 F2 $ EQ C Ua U N C u u u u u u u u d uo uY u a m F gR frS9 fi. R v a Q _ � 419 tU oil I I I . ' � g 421n 170.0 020 170.0 415 1700 744 170.0 474 17¢0 096 1700 300 170,0 802 170.0 51D 170.0 Me 170.0 021 170.0 1240 170,0 521 170.0 1400 170,9 521 Red 1820 -170-0 521 110.0 1820 170.0 521 J W 481n '170.0 700 110A 524 170.0 B50 110,0 634 .1710 902 1700 030 40A 11]3 170.0 061 170,0 1216 110.0 017 710.0 INT 170.0 OW 141.7 INT 310.0 060 121.5 1411 170.0 670 100.7 1117 170.0 000 ` t, 50.0751n 170.0 777 170,0 54 170.0 890 true 031 1710 IOU 170.0 664 -170.0 1190 170,0 773 le26 125'1 170.0 747 140.1 120 170.0 7W 121.10 120 170.0 750 104.5 1200- 1710 T55 91A .12!45 170.0 730 w cS a Q u61 170.0 707 iW,O 017 170,0 856 170.0 elf 170.0 }110 1700 754 YA,7 1130 170.0 603 1310 1170 170.0 931 12,1.0 1110 170.0 d_56 10016 1117. 1100 007 80,1 1110 llaD 801 70,1 1140 .1700 501 M y OOk 170,0 093 170.0 iD1~ 148:4 616 102& 701 12.05 014 141.5 725 100.01 015 192.3 713 97.0 015 121.0 720 87,0 913 116.5 120 732 016 114.4, 719 02A OSS 114. 716 M9 915 114.4 713 t� J S U 03 In -151A 010 161,9 710 120A UN 138.9 a9/ 106.5 630 123.21 Cal 040 818 112.2 U70 81.4 310 INV 002 75.9 WD 99.4 056 03.3 610 696 049 612 210 94,1 'G40 47.4 370 94;1 049 rte. ly 44 In 472.1, 767 140.0 550 110.0 737 NB.6 070 04.3 Tv 100.8 tv 026 767 KI 014 704 757 59,1 000 000 757 64.2 Bao $6.0 757 711.6 693 472 757 70.2 W1 413 M7 762 501 ? d zr J4i 721n 101.7 C38 Me 552 666 e33m 31.0 010 727 tlsJ 00.1 5'30 03.0 .038 .T2,2' 521 50.5 038 W,6 514 60.9 Ok, 07.1 •%a 42.4 030 37,2 WS 30,1 070 54,7 497 J1JI 0^A 56,2 407 J Z 70k 09.5 $71 OA 408 721 57: 70.0 �/88 0. 471 Oi.l AB 64,1 371 Cas 411 48.0 671 93.5 464 IJ�571 31.0 159 76A sll 47A 451 20.8 Ell 11.8 •M7 27.0 5}1 Nb 449 7410 60,0 642 61,4 474 66.7 W2 70.0 465 37.1 W2 02.1 450 50,0 647 33.7 A49 4tA 542 91.0 N2 49.0 542 47.6 117 33.3 542 42.0)429 7.9A 542 41.0 425 25,0 342 40.1 422 O]k 42.6 340 44.1 120 05.6 150 ]7.Z 711 307 )58 32A 1 74 •20.0 W 200 d2 ! 73A Ise A.1300-«21.5 Ise 24A 200 17A 55821.0,200 15.3954 41.2 •264'^ Z01. SI,1 407 b7.T 391 ^431 407 45A 555 07.2 107 AA 310 32,6 407 15A ]41 7fl9 407 921 1)E 20.0 !D7 20,0 714 2LY 101 18.1 327 Intl 497 21.1 322 10,3. Ia7 23.0 510 f08k 30.1 20 30.0 255 75.1 2d3 25.0 251 215 257 323 249 18.0 Z00 19.0 203 13.0 240 15:1 111 h 27.6 2(0 20.3 21223, 797 2]0 235 19.E 207 20.5 235 175 267 18.7 267 15.5 224 X Q 12aN 27.0 ?79 27.7 737 '-1 a1 779 18.0 209 13.7 770 10.2 M2 TABLE.46 ANCHOR CAPACITY ADJUSTMENT FORMULA; d y9 An her Capeoftv T6D10 11.09 JUJCHOR CAP., a 3"ata_ 27kC-1e.` 36kcao,. 114- U _ r4Mcxu PT wood MTa1 iDP,�IX� _ ' AfJCHORCAP.,,, � j �-z�-1 Am Pd TYF'a 215'Ek,UMsen 1M•F.hn IlG.rm BIC Eta 17tfl'EIC Nlm•,n 1rr EYCtl l4usm 1M 8S filen 5na•Eke IK`5a Eton 910 fl1541 0123101 412 Stod h1ULLI0N CAP„e, Anchor Cilp Patterns =.. Ap7mrata unm<m1 Ap9m0ala ecmw(r75)5om�.tes1 serew last USE THS FORMULA TO OBTAIN-THE ANCHOR Eqx artae<.1nL '-1= 2AW .�.Y 2.1r2• 3•ua� C•�•-T451.•7 "r 'Favi - a+ 1 u6•. 2• 'o.4W a.a`ac� "0.121- CAPACITY REQUIRED'CORRESPONDING TO AN -_ 6nOr?Omt Cn7 1.2r4• 14.41 1.24' 1-Y4• r 1.114• 1 1.1/4' 1.114' 1.IH• 1.21.4• 1.1!4• 2• 1w. 1416' � - vad., 'ACTUAL PRESSUREREQUIREMENT FOP THE 3 AAC!W464.74'MM,C.4181!1Nua er M,a try 0'q 1T 75012. 790M 150Ix L1q I,3 10441" 270 N7 I 2w lx 355 L. HOUI 374ted 6041Lc '9401. 3111x 4421m '56D 1w- OFF -N II'13 LOW ER THAN THE'MULliON . w�....._.-.T_. �. -._, 4 M4ro1a 645�.ts Mm.D.c.J Bluenalrc 08180 cra 1712,457 480 ix 7006i iu� wn WA NIA 180101 wAiia-'I rue wA tuA 583151 01 C1201bs CAPACITY(FROM THE TABLE)OF THE SELE'CIL'U _.•.....__... ..�._._....�....___....�_..._..._..._........_..__.___.._y_.__..........�.._ _.._.__._.- :Ptcroe43]'MIo.0.C./p1'h3 Myle Ogei�L'•33 73.''00 _700 Gn B+W re 1601. 190U 71.: E401ta 4 SW Iw WA 7U0Rn 1 Ttelec 667(W` Lia21M 6071ar 00 m_ U204a-- MULLION,IT WILL YIELD.MINIMUM ANCHOR 7Amhur.(p0.6•Ba10.0/V43.4.4110.175'A4m.<fk q: N=4'" WA WA WA WA WA .WA WA Wh t0A WA IAA••"+�WA fA 'trl6 r- CAPACITYWHICHMAY BE USED TO CUALIFY 1nrc1,1rlrefiP(Fq.st 105154 TOO. 225 bf 445 iN d728a_ 133 Ri, 140!111 17712, 370 We 1671.___ 132 nn .413193 Ila W6 2Ct ms u2E0 tra ADDITIONAL ANCHOR OPTIONS FROMTHE 2Am."('141.16'6en O.C/r�C•tP(r'0�01 2/UIW 350711 WA. WA WA WA 7 iW'��� WA WA "WA "WA WA J4I IN .44211A Milos ANCHOR CAPACITY TABLE. -'- NOTE:FOR THE OFFSET CLIP,USE THIE.SANE ANCHOR'PATTERN AND ANCHOR VALUES AS TFL STANDARD CLIR - PRODUCT'REV150D CIRCLED VALUES ARE USED IN THE W,R7PlE ON SHEET 24, u eOmPlyfaBwiID1J1t1 Flurlrm Uuitllfng lode `�.b�„1$•Q FIGURE 1: FIGURE 2: TABLE NOTES; o�p,k 70.631 ® d --� 1.060' f-• 3)SEE SHEET I FOR INSTRUCTIONS ON USING THIS TABLES AND SHEET 26 FOR INFORMATION ON LOADING. Dy SEE SHEETS 2•4 FOR GENGRAL IN15TAlLAT10N METHODS. M4ar0 tt0i�' Q1 . 1711 _ _�•_ 2)LINEAR INTERPOLATION 0ETrWEEN MUL.L LENGTHS ANT:vOR OPENING WIDTHS IS ALLOWABLE, '•_`t"t Y' °Y„'0'0',�' ��r��' 1� `I FIGURE 3:' 2.7W' , 1Cl:N�r •jt 3)MULLION AND MAL!ION CLI?S SHOWN ARL"-NOT TO SCALE.FOREXACT DIMENSIONS,SEE SHEETS 21.23 �l ® HOLES TOBEDRILLED I^J THEFtELOFQLLOWWGDIM:N510NALRESTRLCTIONSSNOWNQNBHEE'TS?1.23. it FIGURES SHOWSUGGESTED•APPROXIMATEHOLE LOCAMONS. `71:•��]]NO.140705 ANGLE CLIP MUST BE.USED IN PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TOACI 301 SPECIFICATIONS.HALLOW AND GROUT-FILLED 6 . '(/L" ,6 O: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-M.WOOD SHALL BE PRESSURE•TREATF,D w), � � FIGURE 4: FIGURE 5: FIGURE 0: YF.LLWJ SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE 6063.75 AND BE A MINIMUM OF.125' 4Z ATI:OF THICK.STEEL STUDS TO BEA MINIMUM GRACE 33 AND.048'THICK(18 GAUGE).STRUCTURAL STEEL TORE A7 ''� •,rL04230?. �j'� LEAST.125'THICK AND A30.ALL ANCHORS INTO METAL SHAI.1,EXTF.ND AT LEAST$SCREWTHREAOS BEYOND 1'X2.75'X.ti97 MULLION �FStI�' \•1J �"" THE MA'f ERIAL.810 L 1772,ANCHORS INTO WOOD MAY BE STEEL,18.0 S,S.OR 410 B.S. ,UI�nL J' A.LYNN MILLER,P.E. FLP^E.N 68705 J Vit; t TABLE 80. � -- •ir� w Mullion Ca ecl ublg.i7b9MTa) Opdning VTdr71(7W7147N6I*spa19'1,rg mUllona)or OpoNng Holpht(tOr horliallsapsp4ustirg m aonl) - I fi d. fA In - go In 70 in 9011 - COIn 't00k. 120 M- 140 In ICAin ' cn : ToIRAa,9. Rltlugtler 'n', 1% M011A,I0 R.Imoog 'R$04-4-�rwn< lID✓ e7y. RnpWl Tryl4wq: R.UptCr Tav7Wp, ReI0vTO1VTlny R6IenWa Jq ^ 1x47,126W&IN LOa'p t-'sma L"V [..*.a L0n4rV Lwen9 Lwdg L,.d6p LoOLla L06dg Loedrq La1. q . Lwdng L4.414 L0.1rp �y �7 � zH loll X rru 42h 170.0 0."0 170.0 473 1170.0 744 '170.0 476 170.0 685 170.0 600. 170.0 971 170.0 619 170.0 HIS 170.0 521 170,0 1210 1T00 621 1700 1468 170.0 521 146.6 1409 170,0 621 127-0114691170,01�21 _j - W 4644 170A 700 7760 524 170.0 660 179,01 1114 170.9 992 110.D 070 1700 103 170.0 6B1 110.0 1276 1703. 817 136,3 1207 110.0 m130.3 I1307170.0 060 111.7 170) 170.0 030 97.7 1]0.1 1 170-01 000 }1 2 5037671 170.0 747' 1743 603 170.0.eW 170.0 671 170,0 1048 170.9 004 170.0 1196: 170.0 i2] 100.1 1776 170.0 747• 140,6 12]5 '770.0 760 117,1 1236 1T0.0 766 100A 1236 INA 769 -67A 12M 17D.0 760 W o rT' d 6111 170.0 707 1740 012 170.0-P% 170.0. 601 170.0 1 1110 110,0 764 154.4 1160 170.0 66) 137.2 177* 170.0 637 1215 1100 1740 630 1020 1130 170.0 001 688 1156 ITC:0 677 77.2 1160 1700 091 m F" m BON 1700 1 063 170.0 701 1PI7 1012 176: 797 14101 1042 t61.1 812 1830 1042 140.1 .616 711:2 1042 134A 501 INA 1042 170.2 7B1 0774 *042 123.1 742 71.6 1612 123.1 782 62.5 1042 1ZSI 762- J 071, 170.0,0]0. 170,0 745 131.2 992 153.6 618 129.0 092 144.4 799 10.4 091 111.0 702 707.0 0 2 121,4 T60 00,7 092 114.0 7:A 76.6 002 t03,4 746 0/.6 992 108* 744 60.7 902 146.0 I" j 7 _. _05.7_.._47 __9 �. _-� _ _ _ _ _._4 .. ..-_ 86h 163.{ 447 00,0 768 '137.0 04F 140.0 761 110,1 v1Y 170.7 760 107.4 :047 117.1 762 'BI:O OQ 106.7 770 07.7 BIT �IM.7 777 06,9 .917 O5d Iu '09.1 0{T 8{0 717 01.7 917 04.0 171 Z _� _ 71 S7244 133.9 019 1121 777 773.2 049 729.9 171 97.0 877 106.0 708 51.P BIB 980 090 76.5 019 65.7 060 87.0 G9 12.7 073 60.6 b9 Ma 0439 10.8 649 7Z6 862 426 010 72.4 WI a& z T61n 116.5 702 120.7 663 060 752 102.6 662 024 702 00.0 040 72.2 762 80.9 629 64.2 782 74,2 620 67,8 762 642 813 481 762 67.6 002 117 762 69.9 997 MI 702 619.4 505 � (A t � Y 78 N 106.0 '!N 111.4 634~ 69.0 T2/ DIA 021` 707 724 81.9 609 f-0A 774 71,4 1190 SAA 724 4761 69t 370- 724 GSA 683 Ia,! 724 177.3 .613 76.2 724 610 667 ;7174 724 57.4 361 F- J -0011' 64.6 043 71.6 403 50.0 617 60.7 447 471 843' 4x 6 +WW 0.5 647 47.1 /CB 30.0 54]. +2.6 452 74.6 tJJ )9.9 046 28.0 644 71,0 WO 24.8 613 37.1 430 21.7 6Q JO.r 420 = Q 2 z o W N S7.7 1;�. 30.9 127 77.0 470 49.7 f 419 10,9 470 43] U2- 330 476 003 4 4 31.0 476 34.5 400 26 7 +76 220 305 27.0 47d 26.1 706 20.3 BB 250 300 17.9 410 10.2 176 'F- LO 101111 404,3 71 410 341 73.6 371 34,0 315 26.8 S7T 20.0 370 23.2 777 280 323 Z1A 377 74.0 171 201 3}7 22.0 31s' 18E ]7T 19.0 JC ] 371 17.1 761 T O 71144 '77.7 367 X07.6 327 340 357 -01.8 716 20.3 257 773 373 4772 357 24.4 .3DB ,20,8 397 2200 306 166 357 241 301 16A 067 17.4 � x N 72011 207 3M 20.8 270 &S. 706 23.1'27+ 21.4 707 I 21.7 270 .lea 3DB lag 267 4e:3 .300 17,3 7e). _ u x � 2 ?l 7777. _ _ _ � _._. 144 m n.a 2n n.x 196 ¢� ZO rp TABLE 6B .....•�....... .�ry_.••, M, �___• ANCHOR CAPACITY ADJUSTMENT FORMULA: 2 ky .ncdcr 6a e0 70111-0 iG ANCHOR CAP„",,,,,;, •o SU66tr51n 27kCb N4' 3.SkCaro. 11010YCMi7 rwwc61u Yr mod m7'w (DP,))( ANCHORCAP,•a, 6'6'CIo 114'ESEk9•dt6•Elae 144'E9Eko /1081.1 91261.1 0128teV `MULLION CAP., „" 4, Amr.437» 7116'Ek.L9taum /f1'Ek.4"70104 911'E:0 Ulv4wsn 144^Eko U:61can AnchorCHpPatl11m6 _ _ L9.rom r;pq;ac"u1 147.4401 M,9rtn4a. 0c7c,7.(n6764mv1asl t•.o-w,tc51 USE THIS FORMUlA71DOB1'NNTHS'ANCHOR E13B Lh741wc im) I' .•VY�" i`s-ti!• iLs r - 2717. r ?.trr r 3vo• r B.Is- 064• 0.724' CAPACITY REQUIRED'CORRESPONDING TO AN S-W' "•-1-]N• I-W4'' 1*4`•`••--21 .1.114' 1.114' 1.14' lain• 1•vi• I•v.' 2• -i_- vd• '--I-. 'v4r%iy- ACTUAL-PRES$VREREQUIREMENTFORTHE E•fn6esinen:p0, 2 Ar.,xs e,7;14r.03./914rdSS or C4h.7C6P 7F .1x7)' 720.1IaRro d90W 1 1166 910164 60161 73414 740 ae". /Iw 6B4M "946.A ]7190 442 4801* OPENING,WHEN IT IS LOWER THAN THEMULUON 4Anonoia Q?.2VM-n-0C.167"m.d-CIftlreBv0y.71, 7301 .iwT6.-' 5600. u101. vs2 us WA -Seulw•WA OW 6n WA oe0 na WA fuz%s 045 rm /7:o lx CAPACITY(FROM,THE TABLE)OF THE SELEC FED d�nlrm F01.14'Mn.O.C./SIeAWer57u'i»aaggy(PU,4 0.+oi:> 140]164 w'0. i+r'A iui� WA Tw lm WA WA WA I WA NM Gm 304 1770 n1 2140 iNMULLION,IT WILL YIELD A MINIMUM ANCHOR 4A,klwr.@]'fMn.0.0.17412.�5An7W p:p�i(Fk.IT y_163IA ISO Its 8909.5 iMIN nlM ar 640 It% No 15, WA TG1IW. 146Iw OOOIw 1492Im a,•2Im 666 m4 1129x1 CAPA0ITY WHICH MAY BE USED TO QUALIFY 7170_.. __7_77_7_. ___�.....____ 7777.. _ Onnclralp TlA:n.O.C./1A 1460171. DI/IFb�BJ: 7170)1.1 " _ 777016. Id201Do 1MOIla 944404. 9.0130 Y101ro nrA'� 14401-00• 117261 1]20104 2DS61b. 102216. 1021T1d 1tU0IW ADDLTIONALANCHOROPTIONSFR F THE 4 AacM.p0AS F6144,O.G/U•Clip,Ytl4,173'Ahm.pb7); %7%0. WA WA WA WA WA WA WA 9110 LVA 1710 � NIA -N;0. WA !430140 ANCHOR CAPACITYT.+BI,F.. r•Rf3l7UCf REVISED 21-.bm Q2.29'kIh.O.0JFVpIF0tj DSOm 3507te 204ID9 TO A.Lbs <73 f� WA 2501b7 t9A, 313.0 WA , 440x0 WA 301 bs 4/I 0a- 50)Se !. mr<mnpljringuilTl Ut0 F104i7ht 4A141w,E 691.15•MIo.00l F4}417079Y 48001 70012 WA WA WA NIA }UOIw N+A NA 1 WA I WA I IVA I 06204 1 RIM It, 11201. (p NOTE: NOTE:FOR THE OrFSE7 CLIP,USF.THE SAME ANCHOR.PAT TERN AND ANCHOR VALUES AS THE STANDARD CLIP. � � 'I 1,000' 1`"" AccWylnncc M1�(o-.CZ1S,O p La2�r4fkin UalO - ��! TABLE.NOTES: i Up FIGURE 1: FR9URE 2: FIGURE.3: FIGUF4E4: FIGURE O: FIGURE 9: MIun1 dJfm�1l11�y1Ffp)' 1)SEE SHEET i F09 INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LQADWG,SEE 1\11 f!I • 110 • 6E10. • I • (I .w • SHEET92.4FOR GENERAL INST'ALLATIONf.1ETHODS: \,� J� ! "1z 2)LINEAR INTERPOLATION BETWEEN MULL LE140THS ANDIOR OFENINCI WIDTHS IS ALLOWABLE. 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCA'F...FOR.EXACT DIMENSIONS,SEE SHEETS 21.23.HOLES 4'000' r7: 7dr„JIIYOh TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL.RESTRICTIONS S!-i011N ON SHEETS 21.23.FIGURES SHOW = FIGURE 5: FIGURE B: FIGURE 7: SUGGESTED,APPROXIMATE MOLE LOCATIONS. - �•fLl '' O16 IY _' • ° • • •0' 4)SUBSTRATES;CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AHO GROUT-FILLED '�} •' ;;rN'C f •�• -• a CONCRETE BLOCK UNIT(CMU)SHA:L CONFORM TO ASTM 0.90.WOOD SHALL BE PRESSURE-TREATED YELLOW 7777. 125" %�T,'•.,+•.<,LTR7pP.•'�C7�: ''"�' SOUTHERN PINEWrTHANSGOFOG5,AL.UMINUM01U1LI.BE5063.76ANDBEAMININIUM OF.125"TIII(AC.STEEI. --�^ •1�jl,`'•• �•,, $IUD$TO DE A MINIMUM GRADE 33 AND.046"THICIS TU GAUGE,GTRUC'fURAL STEEL TOBEAT,LFASTA25'THICK ANGLE CLIP(FIGURES 590)MUST BE USED IN PAIRS. AND A36.ALL ANCHORS INTO METAL.$HALL EXTEND AT LEAST 9 SCREW THREADS BEYOND THE MATERIAL.k106 t•X d•X.725• A.LYNN tfiCLER�P.E.I) . 60. M2 ANCHORS INTO WOOD MAY BE STEEL,M-8 S.S OR 410 S.S. MULUON _• __ � FL P£.0 58705 - '_' _-._.._.._T_.�.._,.___.� 7777._. r:;''�=•',"'_ '•kti ;.y.zsyyi•3' Lam= I`�Q,,�' --TT -_ I) 11 TABLE%A -_ ... _ Aw Mullion Ca ao4l Tnblo s*') -•-- ___.__.._ ' 0 onlns 1A7d1B(lot vordenlyepatnirh 11140AL9)ctr Oponlrg Holphf(for horINr1k4*3paro14)a ML90n-.) � G' SG In 00h 701n CO OI OOb 1601n 12014 140 in 19016 rtcclmynlPr • Lee9;ep •lalrinp at 7Lpo4ln1.94.048 La■40 1.04.040 Tr O�tlTryRe4ngTLap702. AxeOfary7776N0 R. R.umlW. 7nKnoryodrg r0a4mnD o64.000LOpLd4p U.aLoAnp Lohp ladin0 LaenO Lo64AIp oyr Mulls n n�' . P �•� t. r� r. 7• �• � 3 s g � .� ' . C4 d S@ <c d r i a x a to 5c3 r Oz uh, 170.0 020 170.0449 110,0 7H ,170.0 170 110.0 C40. 170,06W 170,C 952 170.0, 618 170.0 1118 170,0 621 170A1240 I'Mil $21 170,0 1462 170.0 521 170.0 f706 INA 621 170,0 103'ROA -521 J W 4014 170.0 i'A 1 170.0 321 170,0 0.10. 170.0 664 1740 082 170.0 630 Inc 1131 170.0 BBI 770.0 1276 170.0 077 170.0 1417 179.0 680 1740 1700 170.E 000 110.0 1963 170.0 880, 101,0 7024 170.0 67A 03.02514 170,0 74: 17.,0 603 170.0 800 170.0 031 170.0 1640 110.0 954 IMA 1196 170.0 ,723 170.0 1345 170.0 747 170.0 1494 110.0 766. 170.0 1103 170.0 756 116,0 191D 1740 736 136,6 1910 170.0 1030. o�op 0 041n 170.0 707 176.0 :012 1T0,0 956 170.0 871 170.0 1110. 770.0 1N 470.0 1076 to. @03 N0.0 1433 170.0 807 170,0.1584 170.0 .063 169.0.1700 170.0 OSt 157,1 1789 170,0 061 120.0 1700 170,0 681 m Wm 170,0 065 176.0 701 170.0 1073 170.0 TOT 170.0 12+0 170.0 816' 170,C 1117 170.0 034 170.0 1194 17aa 4tkt 165.6 1610 170.0 1033 129.6 4518 1740 1063 111.0 1619' RSA 1003 67.2 1019 170.0 1061 J 6714. Roo 410 170.0 T!6 170.0 1110 170.0 830 170.0 i3C2 170,0 040 170,.14M 170.0 1015 150.7 1642 170.0 /030 141.0.1542 170.0 1122 547.6 1642 1646 1t5a 100.7 1642 167.0 1167 08.1 142. 197.9 1157 7 g 5014 170,0 974 170.0 789 1TC.0 1169 170,0 903 170.0 1304 170.0 1002 1004 1472 170,6 14:8 142.0 1472 fM,! 9148 126.6 N14 168.8 1130 107.1 1472 147.0 1198 01.6 1412 140.0. 1104 89,3 1172 5140,0 310! Z V7 r m S -7210 170.0 1003 170.0 648 170.0 1276 170.0 1000 150.8 1720 186,2 1101 127,0 1640 119,9 f0B2 117,3 1320 177.8 106u 105.6 ON 126.6 1040 0.0 1720 117.0 1024 75.4 1320 IRO 1011 69.0 1320 112.5 1012 W• 70 in 170.0 f122 170.0 03J 1409-114 119,4 1017 128.2 ti4 130.0 091 1122 114 176.7 910 00.7 114 115.3 94 69A 1181 107,6 852 Y{A 3103 07.0 036 4.1 1101 07,1 017 50.1 .1184 a7.7 925 VDj 0 8 7614 160.1 6424 170.0 947 176.0 11ri 141.0 055 1t0.0 1124. 170.0 47 107,6 1121 116.8 931 923 1124 105.8 018 83.011724 OSA 000 69.2 1124 09.0 O90 69.3 1124 44-2 6e1' 61.8 1721 ➢32 BIB I- J '• n 9014 1:0.1 44 IIIA 700 041 44 04.3 734 77.2 04 92.1 724 07.0 644 73.3 712 60.1. 41 66,6 762 4.6 644- 81A 893 45.0 644 643 678 36.6 4t 640 .DCB 37,0 044 47,7 JIM Z Q O Q g 30 O •714 t8.f 712 efA 603 71.2 .742 772 452 OJ.B 742 012 Wt 5hr 142 64! OJI 493 742 64.1 022 44.6 74 40.8 6N 57.1 742 4310 .601 352 _742^ 30.8 890 27.0 742 71.5 1061, -!1 2L 696 835 570 52.1 440 03.0 621 44,7 C" 46.0 613 39,17 000. 41.4 605 N.8 60 37.3 496 31.3 Us 34.2 482 20.1 $66 29.6 .481 22.3 6M 26A 4TZ 19.6 580 21;7 406 [/J 1r?'o 0 111 h 67.6 645 64.6' 507 /B.0^ 355 40,7 395 41.2 656 42.0 487 -36.0 613 36:0 /t0 )T.0 566 51.2 173 260 656 07.3 iG1 21,0 653 11.1 457 20.6 A55 24.7 M! 18.0 551 71.0 642 (W(yy X .._7_�_.._..� rA 17014 46,6 N5 464 433 70.0 476 32.0 4M 92.6 176 33,7 470 28,5 Its 20.9 411 25.3 475- 25.8 100 71.8 •175 24.5 404 19.0 176 21.1 795 18.3 475 16.7 387 14.3 478 11.2 361 U X Q 'S w 144 In 244 330 20.7 305 27,.0 010 22,1 301 18, 330 10.3 787 76,6 330 17.0 12113 TABLE[5 ANCHOR CAPACITY ADJUSTipENTFORMULA: €� Anchor Ce •ci Tabfo lbol ANCH07LCAP.64...., suDslr4lo. 2.t4CAm1.k 33efOfto, tv'" Iv' rxmcs!u PTWaa 614ist (DR.)X( •-J---y�ANCHORCAP._ --6we•Elm --� - IW SS Elm 547."e¢ Vi•SSE"m-JIOS1a1M12$14.1 812SIod - MULLION CAP.,,1,,,,,, A4aror771x Ytr Ek¢Ult- 114•'Etm UW4m L1w Elm Uleocx li4•F:co U6r0cm Aneher Glp P9fiemH _ tli6r:u7 _ lay2m:al« L41m:en ADrec6la Soras{Osl Scrcales;0.5r Y 0.40' sw tr/7 USE THIS FORN..ULI TO CUTAIN iHE'ANCHOR tsps 0■nmr(n)i f• 2.111' 2.114' 3.17V3.17Vr 772 r 2-ur (Y'_ 7,Ire' _ CcreA24, CAPACITY REQUIRED"CORRESPONDING rO AN E~m6c6racd M'. tal4� 1344•"_ 1414• 1•ar4+ r I.tr1• j•I,a' i;JT "TIT 1447 -rFlt* - 2• -lair 10+4• ;,la. ACTUAL PRESSURE REQUIREMENT FOR THE 9 An51U.f94,18'Mp:4,C.f61tu+AY.a SLA C!CYp 1F17,1627' 39903 370Ibe 4501b1 8[47151 1841. 2180 0 ka 21! -39T-lbs- 74066 J! b 1154 M ]il 2A4 50906 OPENING.WHEN ITIS LOWER Tt(AN THE MULLION F�anch,n662.7Y-M 01e6ao64a n.'bdl0r7r tFV 31 7050*_ 00th !tuft 14101b0 1152790 MO._ 5501b7 tUA 630Im- _ WCA -60-)FIM -WA M-S; asstrn fl'n rno CAPACITY(FROM 713E TABLE)OF THE SELECTED BA:4nY1.^.1.15'Mh.O.Q 70nrAad lar G:acq Cho l�q•4F [c'6lwlw`_:406 im wA MA WA wA iM 14 WA WA 4^,n WA WA 134713: 1770 n. 2240Ira MULLION.IT WILL YIELD MINIMUM ANCHOR TA^cwv(03'Wn_O.C-;7;21235AnOk oSrVa51 78001 ��7MRw OWIOs 1530103 1e2-DIM"4003, Swlb. WA 7D3Cc Nalco vt0i4 feYim6 W2du 085 it" 1120 IN CAPACITYWHICH MAY BE.USEDTOQUAUFY eAcmnga6tnoc.Jt717x:AaDaeP6r p6r 11744, +nol5s 1070,7 2340t24$46 9u 8104x B4¢I4 wA I1401Lv Un e1 13aw6 25s77bs 107704 +:z'ra_l5ralo ADDITIONALANCIi0R0EiIONSFftOMTHE /0,`1443 QD.43'Ma.O.GlL'{7b.ba,tYf AAm:;rp 76. NIA tU6� NIA AtaA WA IL:t WAWA NrA WA WAtU4 wA 147010E ANCHOR CAPACITY TABLE. 265 N(A _7,Oit6 • 0'1A .315 Qf N1A 4 a401bi 'WA 3111, 442103 __560105 PACX711C'I•i4E47SBD --- 4/uMl»Io 801,1D'M JCJ F�GYI96y,at dBn Ors 700145 WA wA WA Wh 3SDtru wA WA - WA WA WA 602I4a 8603, [129160 Os CP1nj1I lag wig]YWpiod 9 vu°C8 g4ade 021 0 NOTE:-FOR THE OFFSET CLIP•USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, �-� 1.052• I•'- --j 1.000• j-- Acmlwvnc N'j('' a- 8 punt Dam, _ 2OQ,+ CABLE NOTES: D7_, FIGURE I: FIGURF2: F(GURD: 1 E3: FIGURE d: FIGURES: FIGURE )SEE SHEET IFOR INEIAUC71ONSONUSING THE TABLES AND SHEET 25FOR WFORUATION hBxn'UndoPro6641 ✓"�`. • • o �-" o o • • • ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 71111 r 11 1 2)LWEAR INT ERPOLATIONEETWEENMULL LENGTHSAND40ROPEN 640WID'7HSISALLOWABLE. ,Y �OC'•,.•.••.••..!(4C rel o ( e • ■ • • • 3)MULLION AND MULLION CI.I?S SHOWN ARE NUI 7O SCALE FOR EXACT DIMENSIONS,SEE 4.000' 4,000` .•.:: SHECrS 21-23.HULES IU UE ORILLEUIH'rHE PIELO FOLLOWING DIh7Eln`SIONAL RESTRICTIONS d:: No.5`0705 SHOWN ON SHEETS 21.23,FIGURES SHOW SVOGESTEO,APPROXIMATE HOLE I.00AIIONi. - t FIGURE.5: FIGURE6: FIGURE 7: • • • 1 0- 4)SUBS IRAT ES:CONCRETE SHALI.CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND ?.L\';(jF•„J f 7•tl,= GROUT-FILLEO CONCRt7E BLOCK UNIT(CMU)SMALL CONFORM TO ASTh1 090.WOOD 5HcLL BE .';,-F1 Ir••I cl.0' W. ••- °':>•= • o L � FRF.5SIJRE:T REATED YELLOI'J SOUTHERN PINE WITH AN SG OF 0.65,ALUMINUM S.4ALL BE _ �- `.•!,)• `•` -- 0 3-TOANDSEAMINIMUMOF.125"THICK.STEEL STUDS TOBEAMlN1MUMGRAUE33AND.095' 3r•• -;�•�n,•.1rL;OR�V,G`•''`C�;;' __ 7a 376' i�l y ��•�\ THICK(10GAUGE),STRU07URAL STEEL TO0EATLEAST,126"THICKANUA36.ALLANCHORS -�• JrirS/[I(tijl1 \ AN03LE CLIP(FIGURES 596)MUST-BE UStD IN PAIRS. INTO METAL II TALL E�(TEND AT_LEAST 3 SCREW TRr4G1DS GEYOND'IHE MATERIAL,1110 8,3112 t'Y.4'X.375 1'X d'X.375' 1 A.LSJ GJLLE .'P%' ANCHORS INTO.WOOD MAY BE STEEL,IB-5S,S.OR410S,S. '1',MULLION 3ULUON FL P,E.IJ SB705 TABLE BA Mulllon C4patlly Table Iha)ft OpeningIMdth ifor valac6ry•Epar#*Vml93ops)orOpening Holght(for hodwdoly41parvimmu8om) Sole 601, lam a01n 90h 1001. 11010I401h .46014 1.28'x R.c!.j 4or TrFp7ft 9. R0:1Er0110r Tr"U'a. R4d.gw.rmifillmp Red4minr ,Tt414imm N44tm;rjer. Too+T o p P.derv.1v Treprrema nectem iv hOW409: Rlcten0'fa T.PMU* R4d0v w napmwo. 50 3.100"x. LoeID,,y 1066ri0 L?061+0 Landro Lw VnO Waa.ay 4oed+rd. LoMna Lo19,0 laaek9 L.00 Lw4,v L.000Lendea Lo"q tp mig WriAno twdvD a D _ � � � _:._ ._ s w Tuba Mull. :� ��. �� �,g� � ' � ,. �� �` � 1`4 21 jai I[ oil 14. 11 15 111 1 1 1 1 .� d1 z� H 4a 11 n if 11 1111 H Mi 1 421. 170.0 620 170,0. {]6 110.0 T44 170.0 470 170.0 056 170.a OW 1700 032 Ino 619 110.0'1116 110.0 521 170.0 17.00. 170.0 921 170,0 1465 170.0 521 173.0 1737 170.0 621 161A 170 170.0 $71 - 461n Y7A0 705 170.0 327 j70A 060 170.0 501 1)0,0 09'1 1-0.0 0M' 1700 ❑JS 970.0 M1 170.0 1276 170.0 671 110.0^t/17 170.0 850 101.6 1616 170.0 680 113.1 1W6 170.0 680 ttd.1 1610 .1700 000 g N; AAZlh 170.0 111 170.0 063 170,0 9fA 170.0 671 170.0 1040 170.0 884 1700 1193 170.0 727 170A 1916 170.0 747 107.0 +458 470.0 150 136,7, 1496 170.9 759 It91 14G9 170,D 756 .104,4 1480 470,0 100 -4 . 6110 170,0 707 170.0 012 110;0 984 1100 69+ 176.0. 1110 170.0 764 170.0.17.76 170.0 PA3 183,) 1370 170.0 077 140;0 131E 170.0. 880 127.7 1378 1704 MI f04a 1376.170.0 0$1 94.7 1575 170.0' 807 433 � M N 501, 170.0 056 170.0 731 170,6 IOe7 1100 797 160.0 1179 170,0 576 159.0 11:10 ta7,4 030 123.0 1166 106.6 010 117.2 1130 170.0 Bt2. 02,7 119,0 144.0 409 70.4 1194 'iN.e 000 69.5 1149 141.6 905 as in 170,0 030 170A 743 160.1 1051 170.0 Om 1373 1051 155.0 682 170.7 1061 1420 4{e .107.7 1091 1]7.3 037 OB,1 7057 125.7 690 Ib,t 1051 Uq5 022 669 1031 119.1 011 60.0 .1051 179,1 021 z .N 6614 lam 057 170.0 769 139.3 957 151.01 am 119,4 03_7 114.0 700 101,4 057 INA T7 92,0 837 112,0 167 83.6 057 106.0 Tfi3 6913 9!7 .1000 730 5fl,7 077 00.0 740 52,2 /!1 D09 148 Z J 7214 1711., M 125.2 606 -107.3 604 116.2- 6!. 01.9 Mli 101.0 071 -00.4 004 91.4 660 71,6' 639 04.1 050 64,4 604 707e .54303A 004 72.3 633 40,0 601 09,9 029 40.2 004 69,0 620 W '4 To In 109.4 721 114.4 630 01:7 727 072 810 762 72Z 633. 600 60.4 772, 70.7 898 me 722 70.3 686 54.7 122 09.6 590 459 777 GOA 670 00.1 722 86.7 666 34.2 ,772 647 564 m Z 1614 101.2 053 140,0 600 0IA 603 cg's !08 72:3 655' 700 .57T C,3 060 709 wa 68,2 886 644 060 00,6 005 60.4 793. 42.2 640 64.3 311 3&2 '699 61.1 637 91.9 005 60.7 SYO 0,1 'N .- AOT 019 615 BY.0 467 64.0 515 979 440 47,1 715 50.1 411 41,2 616 M7 4N 38.0 318 40.E 420 779 1015 77.1 -,422 21.9 619 ]7.i 115 73.0 91E ]01 407 209 010 To.i 404 Z p _9614 94.3 133 RA 404 45.3 453 41.1 897 306 453 41.0 101. 33.9 497 3a.4 306 361 433 339 379 21,2 463 30.4 374 220 463 '20.0 330 19;4 453 34,3 3M 17.0 {61 12.9 7'A co Yl 8o3p a _..__. �..... _ .,_. .� -...r.._._ _ .�.�.�...� di 40014 36,1 133 84.9 377 31,8 345 72.E 319 272 356 784 313 T.SA 336 76.2 908 34:2 153 22.7 304 IAA 750 10.6 300 tA0 SM 18.0 297 W th 11110 767 675 35.9 306 29.3 .736 70.1 701 731 336 10.1 297 229 378 17.2 10] 19.6 133 20.9 7613 17.6 376 19,1 205 17010 17.9 190 20.3 161 17.1 290 22.6 260 IOA 260 109 256 179 290 m.2 253 ISA 243 1&4 249 1447 1&1 701 18:3 106 "� �,._--„_._. _� O aw TABLE 88 J ANCHOR CAPACITY ADJUSTMENT FORMULAI `-s. � 1 f Com'.#.0 mCm 9cl Table�. Anol _.�� ANCHOR CAP^_,H. ,,,1_ SVmtae 7701.04476 iia C4n4. 1407..43.0 FIWChfU py am_ Mdtd DF',,,+ ,(y/ ` ANCHOR CAP.,,, - L'4'SS EkC F/f6`Ek0 IIP QSEICO aTO51ed .1231ed wSteal { ' `MULI•ION CAa„M,,,,1./1' MlhvTpe 3'161 Ek0 tMxw � RP Ekolttwon 3•16'&..0 umw UI'Wcotimat Ar4lhvrCVp Palkma vmwon A4MC#Cr umafm Apmfietw 1rm.(tYfl scrwr{d� SIIInnCc,O USE THIS FORMULA TO OBTAIN THE'ANCHOR Ea9eg5:arc60nT 1• -2•vr t• 2•v7• Swd' P •9? r a-uz _ 7 svtr - 2• d.18• 066• 0.124• CMACITYREOUIREO'CORRE,4P(7NOtNOTOAN Emtailnmt th 101• 1:7'0• -ta/P f:uP 2' bUr 1.114• 1.114' 1.I,,r f4rj,' 1u4 '^ f:ia' 1.YIY vytec ACTUAL PRESSURE REQUIREMENT FOR THE 2Mc a69o1ra On o.c:rs m asoaacl CrO a,p tt x41:09 970 xv, 44047 1 /n IEa R. vows -20034 35469 140lm'at41x-'T"G64m ��si11 31107 14'442U 5100.. OPENING,�YHEN IT IS LOWER 71 IAN THE MULLION OA4no's®t1J'NYt.D.C.:SIyuLn9 Cr 0(CrC1C'ly(:1p 7) 46914 700 17: nr� iur* Nm HIA 3.14 p6 NIAwx rec i4�a IVA Q2 V, 6mew /l orn-1 CAPA.CITY(FROM THE TABLE)OF THE SELECTED 4Arcldrs;6YMw.O.c.r 17)246 Arab l7p]l07981 760169 70o Zo !7.0310; lWARz Iraies i Uotoa to1m wA 7e01u �4a'G9 Baa lm i5c2vx m9®9 69s-M TF2o-uI MULLION,IT WILL YIELD A MINIMUM ANCHOR 1 ArCiq,Y®0,46'7!1 O.C.lu-crp,;nlo.+7P Ah4r,,T0:41 141A. WA N/A kA NIA i. WA WA ---WA--' tLA tUA %'A IVA --wA WA 14aom t.7.PACiTY YYHICH MAY BE USED'T47011At:1FY lAMWIF41PM 1 1.06169 i�n4 man` u0inf Il2ae 133 ms 14706 17rlos x,0190 16Tr,.r 1811la msf•A 1781,3 2711b7 zMIr4 ADDIitONALANCHOR OPTIONS FROM THF, 2 A11�Mrf 641.v5'M'n O.Cl Pti;710.01•TAO Pa =PA NIA � 109 ItbV Mw��107 b! N:A IVA HIA tl'A WA 81109 442400 .560 xn ANCHOR CAPACITY TABLE, PRObUC.T REVISED NOTE:FOR THF:OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARDO_P. - n1 mmplyin8 with Oto Ploril6 Bulldlull Code y�„15Z(PA'03 FIGURE 4: FIGURE 2: P imi TABLE NOTES: 1)SEE LI IEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION '0 ON LOADING SEE SHF.EIS 2-4 FOR GENERAL INSTALLATION METHODS, mr Mlhoducl Cot r 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOROPENING WIDTHSISALLWTABLE. �t� ty(lY\N M, & FIGURE 3: ;� ,�(r ,,.......,r ze ANG,E 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCA4F_FOR EXACT DIMENSIONS,SEC- CLIP MUST SHEETS 21.23.HOLES TO BC-ORh.LED IN THE FIELD FOLLOWING DIMENSIONAL RES 1'RICTIONS •.;i ® 8 R6 USED SHOYIN ON SHEETS 2t-23.FIGURES 314,040 SUGGESTED.APPROXIMATE HOLE.LOCATIONS. ` 265 7Y: Na•53705 w: ,�..__ IN PAIRS ssm 4)SU43STRATES:CONCRETE SHALL CONFORM TO AG 361 SPECIFICATIONS.HOLLOW AND C (iT' p-FIGURE 4: FIGURE.5: FIGURES: ,GROUT•FILLED CONCRETEBLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0-90.WOOD SHALLTOG PRESSURE-THEATEOYELLOW SOUTHERN PINEWITHANSGOFO.65:/LLUMINUMSHALLR£ T A (7 •'Orr -E :��� 6063•T6 AND RE'A MINIMUM,OF.17.5'THICK.STEEL STUDS,OBC-A MINIMUM GRADE 33 AND 136'X 5:188'X.205"h1ULU0N •"Cr•. ''!'COk°LOM'' C��'° e ® .045'THICK(78 OAUG_cTE ).STRUCTURAL SEL TO DE AT LEAST.125'THICK AND A30.AU i ••••' ' \ -' e (1.114"VF MULLION) r•s,�' �n F'��L•' ANCHORS INTO METAL SHALL EX7END AT LEAST 3 SCREW THRG,DS BEYOND THE MATERIAL, q10 R p12 ANCHORS INTO WOOD MAYBE STEEL,16.13S.S,OR 410 S,S, A. P.E. ^: FL P,E.4687C6 L TABLE OA ��]3�� OP011149 Width(lolfarlwy'•epunNdD.rm7&an]1 or Opanlnp H91011((fOfliorl2on�Dj.pelvlPg mui0n0) 91:N�.N 'Act _ 601 101,' DON 600 loot. _ 1701 - 140% tool, LgA �. 1.16 t l,2fi RBau yner Tny.'TA+.+O. Root yYJ11 L43J764rq, 114r10.8,4r Tr47rt1-1. Ro91a08iir Tn.Thm7, Itn""" 'rri?r7l"" RaeI.,P;H Rem�A PneNnDJeI Tnp'Tlio,y 'li>•In�p br 6eNIiNnD q.Ctmpii°r Tm7.?MnD. p�J Q 5:, %•S� L,aOu,y L.'aw Lo.&I L.e6m9 L.edm' La/1nD L.Odrry LOWey LgdnD, Lea O,0 ton6,0 Lne07g L4.Clq 10.3.4 I:.- I wq La6n2 L-1.9 ti� }k3F Alum.Tubb ... _ _ _. .... _ _ _ 77 27 _ A� _ d h„10°n q5�3 ypp� yS p p� IFay 77y-01} 1. �95� g I9a }5 a 15 1a 111 11 1 ja 1 IN QS 2@ c Y2: a 3 a� S $H S.ft j •:3ft 8 Zci :.d6 i' !L < Z ""��� N 420 170.0 620 170,9 136. 170.0 N4 170.0 UB 170.0 WA .110.0 603 170.0 P71 170.0 611 710.3 1116 170.0 521 155.0 1116 110.0 671 171.1 1118 170.0 621 1008 mil 1700 821 15.6 ilid 1100 811 Q 4a ii VOA. 7^a V170.9 SN 170.0 650 170.0 S34 1016 9l6 170.0 630 1103 Oil 170.0 561 1714 026 17DA 077 4173 07d 1704 000 07.5 Ole 170.0. AD lits 178 170.0 !b 73A Dle -}70.0 890 J T 50.°x6 in 110.0 74r 110,7 %75 1740 M 170.0 671 150.7 A,7 170.0 061 -1]/.0 011 160,5 70e 117.2 922 150.1 610 103.3 927 156,9 699 fl7A 927 1903 605 21.1 077 1[5,5, 695 86.8' e27 158,3 20e jp 64h VDO_701 110.0 all ISO DO IMP 811 172.5 OW 163.0 go 116,0 DID 141.8 059 101.0 •�002 1740 n 02.7 869 '1208 854 77,3 001 1788 657 602 ,161 778,1 151 57.1 It 0 657. _!0B 14.7 775 151! DTI 110./ TIB 132.9 020 101.0 748 IIT. 605 095 110 107.0 599 76.8 745 1010 597 71.0 7411 X.E. 557 62.7 T40 DID 689 61.7 745 91.3 SSI 418 683 03 --l!?11 ._ _.._..._.__ ID N _ _ _ ..1 63 IIJ. 0 IJ20 070 1071 677 115.2 VA 0°4 821 IMA 655 1IJ 0 O1. 610 60.7 0 7 D57 53 6IA d dt _5 all • 171 7 H ] 1 I N 7 >C 7r 1 7 0 ]i .0 531 61. 7 i7.J 510 44Y t0, 5 87 ) b _�» _.�.._ •..." _-j-04"...__-.._. _ h BeN ILLS 411 111.1 676 69.1 917 87,5 610 10.1 617 605 SOB d74 OV '1D:3 519725 404 6J6 017 6d7 169 17,0 017 54.4 763 J!4 617 83.7 482 33.0 7 107 = OL 72 N' 17.9 516 17,1 450 set file 74.2 610- .51.2 ele' 652 177 61.0 016 6e.0 du 47.1 616 642 410 411, DID. 60.7 414 N.5 646 45.5 405 21.6 $15 46.0 405 25.9 705 Z NA, /OBI 73,9 116 71.7 IDD L8.7 495 02.0 786 505 464 67,D 773 14.1 111 19.4 IM 50.7 185 10.3 476 55.2 _7r5 +42.2 377• 20.1 465 30.7 :307 25.2 415 504 204 220 363 @p� ' tom 70 N 85.2 441 08.0 .187 67.9 Mf 67.7 7)B 40.6 A,1 50,0 372 440 111 45.4 900 102 Ni 11.6 507 17.6 441 J67 ]Y 2LE 711 71.9 719 9 J H1 .77.1 748 70.4 LO j C3 a`f 7Z Min 47.1 J73 47.6 .795 13.4 393 410 200 XA 333 .32.0 25.4 26.0 312 764 760 23.5 932- ODA 270 21,2 3YJ 14.1 111 17,7 1 MI. 27] _2Q7 16.R 351 10,0 `202 .I).3 200 � -er• .�.. ............... _ *t7.6 _....._.--..... ... ._. 615. .140 281 759 200 704 N1 .70;7 7:d Tl.O 781 20<_`267 21H 22! 27.0 170 19.e 991 x1.3 �7dd 17.6 201 18.6 211 11,9 1 207 17.1 735 175 261 ,54 .IOSm 270 7:41 7.5.1 208 20.6 233 21.1 705 11.5 270. 110 201 15A 210 102 1D6 F.., X w p IIIA, 220 2!5 211 111, 160 210 IRA to 16.2 218 10.8 191 14,7 He 14.1 tea - x1100 17.6 te< 182 1TO 114 157 103 107 � COT Y 7n N F= � U N1 O 0 A vO O An9h7rCo Rcl TABLE SS ......--..........-...---_ ANCHORCAPACITY.ADJU5T7dENTfORMULAI �._..- TabfO�Tde` - ANCHORCAI ,R, �^ so.w.. 23k IT 76LCart. KILn.Au: F6wCJAJ PTW006 Maui (Om,)X{ ANCHOR CAP... ;-,IV ryn 3r15'Ek4781re:e. 1fY Ek0uln.e6n d16•EI°0 Mir UNason 7N•Ek.U6!teon vo•SS CiC4 5'IP EITo U4'08Ebo Ifo fiktl .1251..1 /1267etl Ml1LLlON CAD.,,,,,,••, Anchor OIID PHHem1 (610con A9Dn:6aln (211161, AW.Oebr s.mv(05)6.r4w{OS) B"0151 USE THIS FORMULA TO OBTAIN 78VANCHOR _eo3e dixl.n:7lm) r -. x•vY r 2mr 3•iro•. r 2=vr r 2-71Y z 3a7d• r. � 0.45• 0.54• 05241 CAPACITY RF.QlNREO'CORRF.SPONDING TO AN emioeme.'n t,vc 14114. 1.314. - 1:11' ? t•U4^ t•vm I�ra• tate 7-N/• ta7n• •r 1-31Wir76• aelue AbTUAC PRESSURE RGOUIREMEM'FOH'fF'E .7,d 15. .edarlC+9.It swRs 3 Iw 1 4:oa3 awla 1644Pl 27/x7 .iebro9 1 a71.( 7406 -214 ns ante. aolro $4104 442mt boo rSL OPENING.WHEN IT IS LOWER THANTHCMULL:ION 1An:rnna 1.15'mm.O.G.7Sleea�v061 Often OA`t1S.z7 4e1 Bas 70094 ren ••• fua x'a 1ua _36Urc° } wa 165 _ NA run"• _••Fii, D92 r„ 0.914. 1120 ei CAPACITY(FROM T'HE TARL E)OF THE SELECTED 4 Ax0as -3'K..0 C./21 h5Ar0l6 gM1aJ(sA.3)-7Mft FOG ip 14.00( 1m19 ix xOtm '4mlti(n'a--Too q. 740 Lb. a�s,4 •2a9z ws eli roi•�ans7w Was. LION,Ml1LLION,IT WILL YIELD A MINIMUM ANC14OR _..._...._.q1%f•M.100A6�O,.trO.7): NA MA Wh -141 KA 2L'A -.• .. ,n,cna.LyoarruxnCru.�...._�.......... ..�. ._. wa wA Nfn wA wA wA wA 6501¢1 Cqp4CIT'IWHICH.MAYBEUS?OT0f2(1ALM"Y 07' 1961W 14LIDe 6270.. •ia5lmit0lta 111.107 thiel !Ulna 312100 47717,. 1701. -21164. 280 n4 ADDITIONAL ANCHOR OPTIONS FROM THE?A,:MrO 1.15'111,O.C'.1Fd�0 fiA 01 x4011 970IfGHA r73a H'A 1A,:e1 ..:.4T-o1N%A N2A •.. IYa yT17n ..515 Ge 412170 S001o6 ANCHOR CAPACIiYTABLc. PRODUCT RtMsPD •. 44 t.,`411008 I'M Ui.rWds AC4xPvaCe Ak1 FIGURE I: FIGURE T 4�B�E NOTFS: I- 1,250' IT im i D414 2021 ® _ ® 1)SEE SHEET 7 FOR INSTRUCTIONS ON USING THE TABLES AND S;IEET 25 FOR INFORMATION t By t ® ON LOADING.SEE SHFVS 2.4.FOR,GENERAL INSTALLATION METHODS. 1 )'S1- OFm�C s ..1 ulr 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 19 ALLOWABLE. 1'Yh'Ar FIGURC3: �♦ 5oll .....,,•d<Tp �i ANG(° 3)MULLION AND MULLION CLIPS SHOWN ARC NOT TO SCALE.FOR EXACT OINENSIONS,SEE 3,250' CLIP MUST SHEETS 21.23,HOLCS TO BE DRILLED C6 THE FIM.D FOLLCWING DIMENSIONAL RESTRICTIONS r �;•' L LJ DC USED SHOWN ON SHEETS 21.23.FIGUHES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �'P:j• 140,66705 IN PAIRS' 41 SUSS 1 AMES:CONCRETE-SHALL CONFORM 1.0 ACI 301 SPECIFICATIONS.HOLLOW AND 1CO3 GROUT-FILLED CONCRETE BLOCK UNIT MU SHALL CONFORM TOASTM C-;Oh WOOD SHALLfl0URE4; FiGURE:6: FIGUF2E(1'. ( ) " WT BEPRESSURC•-TRCATEDYELLOWSOUTHERNPINEWITH1NSGOF0.55.ALUMINUMSHALLBEyp, ' Y ® 6063•TSAND13EAMINIMUM OF.IOWTHICK.STEELSTUDSTOBEAMiNIMUMGRADE33ANO ••,:F•{ORS(Tp•'. C'�'��, « ® .04V TIilCK(10 GAUGE.).STRUCTURAL STEEL TO BE AT LEAST,I2W THICIC AND A30,ALL ANCHORS INTO METAL SHALL EXT)?ND AT LUAST 3 SCRrw THAeADS BEYOND THE MATER9AL. 1L �,�hlllt• 5` w - 010 B 412 ANCHORS INTO WOOD MAY BE STEEL,18.6 S.S.OR Oto 5.5.. MULLION A.L'(NN tAILLak P.E. ;• y,� FL P.E.H 68706 { ��_ 41 .� • Y4 rn TABLE 100 _._ _.. _._ -•--- QAJ mullft Conicity Table tmsffle) OpenInD 4Udtl1"(kriOrtlwTyapumDh7 mdtims)orapenfng HeIghlMrfiodtMoV•3pardg mUlfcm) $1 it 601. lea 661. SOI, 1071. 120 in 1401. Ii041 U ,1967326 Rx5m94An b4pntixry R.c1.np,Aor ifopnd4np. R4u.np,l7r Tnp?dmp netl4ryrR4 Tr.drdllp. flutd.pll.r 7up7(r<nnp. R.:I�.9V'.� Racv"14I Irap'flii.p Raudnpdnl 'ioprT445p. t4o4Unp11m )tor/rd". k�824 194dh0 LoeerO Luting Wa4hp I'"Jie La.dllp Lo40�17 Lu*ns LwIN )orfrp L.46rL4YSmp 194&11 Laooirry 144S.y to>dN9 Loe14y X YYY + Alum.Tuba :c $ .� •$ e Z $ $ f �£ £ £ $ $ $.. v 5.. $• s" t %, r� -t s',. ` d MuOlon '4 a& a a Sal s :� a �P, x 4& D �� L� ay, a m § a6k ' 4•uag u uy a .2 uo v Z u u uu.o it u u u v19 1; 24 q ' it. uuI Avg ag <a3aiaaaI. 4; .1 �a3rJsaIAaai� 8tid,0 670 lion 475 170.0 714 1rd 412 110,0 e69 170.0 606 1100 SU 1700 6t9 Von tt% 170.0 521 170.0 1 170.0 1JO0 114.0 371 11oA 1135' 1700 Yat 170.0 1117 it6.0 621 - 411n 170.0. 7W 170.0 624 170.0 B6o tip10 681. 1)0,0 992 INA 630 1110 1t73 USA Of 170.0 1276 I70.0 Sir 170.0 1411 110.0 ale 170.0 1100 170.0 600 161.7 1979 1100 600 .t4QS 1!'IS'.110.0 6E0 50.626h 1100 747 17.00 6G7 170.0 ei6 170.0 631 170.0 1016' 170,0 604 line 1195 170.0 12) 170.0 13401700 747 170.0 1481 170.0 7Ri 1740 1793 1100 150 168,5 7177 tine 160 .133.5 1117 .170.0 760 d •� .O $41. 170.0. 297 I70;0 672 into No 170.0 691 110.0 It% 170.0 764 170.0 1775 Ilia 903 170.0 1437 170.0 037 1r0.0 1694 line 967' 156.4 1769 .170.0 661 134.1 1759 970.0 861 117..1. 1168 110.6 161 m tCt�) 1^ /'- 611. 177.0 BES 170.0 701 710.0. 1763 170.0 797' RD.O 1770 175.0 /70 710.0 1117 110.0 944 ISL1 IS11 170.0 059 145.0 1511 170.0 1033 120.0 1511 1TO.0 1063 101.6 .1611 170,0 1007 09.6 1611 1709 1007 44 J 6319 170.0 5•A 110.0 749 .170.0 111( !10.0 OR Ilan 1702 170.0 WO 1681 We -1700 1015 119.7 pf0 170.0 1076 1267 1770 161.0 1067 1064 1370. 7L91. 1012 E9y 1770 155.1 1070 Tu 1770 1557,1pr0 i n 6417 111.0 474 110.0 )A9 170.0 1169 11010 907 155.0 1240 110.0 1002 1702 1148 150,0 1017 121.1 1M0 141.1 1000 101.9 1141 139.0 719 90.0 1240 00.4 Dib 71b 1769 170.0 !15 OQI 1746 129.0 1i5 z VJ JI y¢j g 717. 1678.4019 1700 0'$ 13.97 199 160.7 892 119.9 1041 1)2.1 675. 10[9 !049 .119.1 AW 07.2 It-AS 109.7 048 87.9 1079 1011 610 690 1047 947 456 50.9 1049 91.2 020 62,1 1619 91.1 170Zz 761. )17.7 941 149.7 122 110.9 941 MO.•••3% 101,9' 941 111,2 191 04.2 641 100;0 .777 79.3 941 91.7 764 71.4 911 055 757 $90 541 77.6 770 61.0 Ni 144 rJi 440 541 7).] 70G. Q Tail 177,0 694 131,0.163 710,0 874 fico 767 91.3 698 sam is) 82.5 fiN 91,9 _740 73,3. 194 64.1 770 000 991 le,3 7X1 654 664 13.7 167 UJ 891 n!t 701. 41.1 894 60.1 499 Q .} ''0,• 9711 059 Ort CO.? 695 716 671 74.1 585 CIA 011 657 AlL d3.7 GII S9.a 665 4117 611 52.9 �6L0 410 s71 41.8 551 36e all 17.1 5)9' 30.1 671 747 671 269 611 37.9 128' Z 4p Q N O 964, ICJ VA 729 621 61D 500 ,610 SiB EOA 590 67.d'509 743 610 47.6 602 ]9.) 590 170 401 35A 5'90 37.4 481 211 6" 347 U/ 255 59] 316 169 ml 590 20.6 464 Nzio`O ._.1; _._- ..__ _.-. -" --._..._ __ _ iiiT6667 IG6 i. 49.7 165 50.1 141 11.4 tfiE 429 411 35b 466 Ji.l 1 701 Si.f dS6 72.9 402 275 446 20.7 359 71.9' ffb 77.1 791 70.7 dG6 775 392 17.1 166 21.2 375 iQb 465 -10.6 .310 111 i. 49,6 411 46.7 100 ]6A 441 19.7 347 37.7 ut 34.1 x)07 26.6 III )0.2 7Ai 7.6,1 nl 37,4 770 22.9 111 24.9 L2 tv.1 141 81.6 151 15A NI 19.1 305 143 Nf 17.0 351 M S' tin{. 747 319 369 .364 70.2 ]78 71.0 339 25.9 378 20.8• 114 27.7 318 23.7 YA 271 776 71.3 !75 79.1 110 19.5 177 15.1 378 107 ]H EA Id/in 2L9 2E7 7i2 242. 17.L261 ~n.6' 27! 75.0 ab'2 1s.7 J)6 U ry Q a � z •� o.:o TABLE 108 __.__:..__.__.__ ..., ANCHOR CAPACITY ADJUSTMENT FORMULA: � CL�lY Anchor Capaclly Table 11011 ner%Inim 777k(1 Ma 51kcam. IIWt OA fBtldcmu PT wo.w Won _ti6jI ION CAP,,,",rm (D K,)X -ANCHOR CAP,,,, 916*{jto V4•SSEto 016*E1to Vr55E1co 81091702 Miet d 012 allelMULLION GAP.•.d..nr ' MchorCtlp Nllleml Nxiw 1708 3'1CFICOL71mc(n yr e150ultp(f1 9t5'FJlatrnrt4.m 174•EkobrJoeOn .haw PP USE THIS FORMULA TO OBTAIN THE•ANCHOR CPJ8c4f1 ADQd3dw 01nam AQ)rG67w s(M1'14(C2i)S[rpr 07'+1 E tl71am.n) 1• zvz r Z•v2 8178• r alrr_ t• 7-vr 2• a1m�"' z 0:4e'��os4• a.ztn' �CAPACfTYFiEGUIRED'GORRESPONUINOI'QA Qmieantra n 1mr tyr fm4• Iso' Z' 14/4' I'V P 1.714• 1-vr %!r %mw r 1..5.8'- um 6-*7 ACTUAL PRESSURE REQUIREMENT FOR THE 2Aniro0 dad70•Min 0.c. 9:6 'd ao16N rrp J3lp. 20 .. 3972. 450103 m4 td IG4J 1n6 015s am Tn Dye 740 R. 374 roe 6918. -Won :Ml lm 4421% tA6110 OPENING,WHEN IT IS.LOWER THAN THE MULLION 4 AMhay.it Lu•MA Q.C.l91mr2(rr LTa6gC1'p f1L d3J Ga 7i'A 100 HI0. 100 N/A A+ti -3t0Im IA WA F4A WA 700 617-1 0690. 71:0109. CAPACITY(FROAS THE TABLE)OF THE SELEC rED .__ -_._--..,.-..._- �.._-.. iOR iAKr472®ak2h.ac,rrg26A6n 9I ftSY 793 F. lac 0. yt21M tswn» 1AB!b5 01pM y)1y sA 760wc 7w mi BB3f% 19FIm seems enspa 1120(os CApLIONyWHICHMAYBEUD A NInTOQlLIFY �a"(•mn1y0.54kfin,o.c,i4JGx•,1rJ0.WA1Ufn.(Fla 41 WA run Jcw 14x7 n/A -au IIIA WA WA H•A wA nn roe rb/;' aoae CAPACf(YWH)Cf+MAY[3EUSFAT04t1ALIfY 1Atcrorr F45p 0•ta h) 7575152 fast'• 221IOa "ben_ 922 imtis 01/. 1401% 17701 37011. 187 Els 592 uc IT3 R_:1 1700.•5 "221 UD 2800% ADDITIGfdAL ANCHm OPTIONS FROM I'H2 2 ,thri Q)1.11 vin yri(F1-5 7411 mi 340 u.-- nut NA N/A !WA 7w". WA I WA I HN W!. fUA 381 Ws Af21% 560 Pu ANCHGR CN7AL'ITY TABLE. ! ^R0t9l1CT.RBVISF.D m cmnplYing with the ptl2iido Ouilding(:Ode SG•bZl$,b - FIGURE 1: FIGURE.2: TA0LE ....);2�•�. I•.241m1t2 pato 4QOZ� NOTA_ 1i SEC SI I[ET 1 FOR INSTRUCTIONS ON USINGTHE TABLES AND SHEET 26 FOR OdFORNrATION Mien IJmkt P ON LOAD'NG.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. f 1 t t I 11717 ,Cn� •• '2)LINEAR INTERPOLATION OETWEFN MULL LENGTHS ANDfCR OPENING WIDTHS IS ALLOWABLE. � 4`{Js�7!U(�C FIGURE 3: ANGLE 3)MULLION ANDh1ULUON CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250" �,tom;•• A.•' , CLIP MUST SHEETS 21.23.HOLES TO BE DRILL I3D IN THF.FIE)O FOLLOPN,10 DIMENSIONAL RESTRICTIONS ® ® 1 QSHOWN ON SHEETS 21.23.FIGURES S!iOW SUGOFSTF0,APPROXIMATE HOLE LOCATIONS. `'r' 621'•11'70.5 '"�-=--.`� BC USED "�•---s"' IN PAIRS. 4)SUBS(RATES:CONCRETE ul{ALL CONFORM TO ACI301 SPECIFICATIONS.HOLLOW AND < GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G3D.WOODSfiALL '•0 �' V k1 3 rt7- F1GUR[A: FIGURE 5: fIGIIRE s ( )S 6 4• ,)1''. 5•„a 1• _ BE PRESSURE=REATED YELLOY/SOUTHERN PINE WITH AN SG OF 0.95.ALUM114UM SK4LL BE ®. 6063'TSAND BEA MINIMUM OF.100•THICK,STEEL STUOS TO BEA MINIMUM GRAOE 33 AND "SI CORE-1( A( ANCHORS INTO METC7AFL)SHALL EXTEND SAlt'TEASOT3SCREWTHREADS FBEYOND THE MATErIAL. 1.25"X3.25"XA24' 2f�`!�(7(•)/\� �� ` ��•,.- - y-"-+. . R10&412 ANCHORS INTO WOOO MAY SC STEEL,1041 S.S.OR 410 S.S. MULLION A.L'�yWih�ICL�R•P E`«-s• .' F-0 FL P.E.4 667115 ...._.-..,... �_�_ TABLE IIA kutllDn.Cep$dry Y4bu.ObNltt) � `_ � � _ Op/1dnp Nldtit(Ear reltl4nY5•spOminp m1fi11157orOpenlnp HelpM(roth1)AEod-ryspenldrrJ murolc) ���� 'S01n EO;q' 701 5061 sob 102.+q ItOh 1405, Isom �' 1,26'%3 U3 aNltn2dK itg7lhtp. RI:un2Alt TreMa+a2, .R4,14n(.}I! T pTt11.19. R4elen9ib+ Tnprdav0. R6R4nQ11+ nnu(n14o R49:4n9uu Ta1/+rr7gea. RMiroNla 1rop11ul'0. 01d1n�4u Tw',fr(40 Fk"O,, T,n /- K,62f Lwd6,1 IwJi'0. L41In) L..fa0 La+m L 061? k-ift Ltsd.; Lwan9 U."o L..10a I6Mia Lack) LwfnO Ic10rd t.dn} L095m1 l 51si R�7 Alual, Tube ,�-- v.. 8 s_. n" �a.. �' �' ti '_ 'Sc.. $ r.. 9 a""... '§ '„ ? {•;., ft ' ., $., 5 &.. �f •Ti;, k' $.. € �'.. G' ti ICY Mu Yon a :-K R ae' a irS. t 3•e rS LL rr9 ¢ L �• 1d. Et a� g g& g 8 g clL a 914 3 La r:• �� t u. 's °a Is u g 3 I u u u 11 aS Is u 13 u• u 3 y+ S t3 Li y +3 u 0 u u u It 3 u u to u u u 1.1 a u,. s CC Ie. 4 &+2 d & as Sa t: a a& >6P. �a x.45 SK r �d Sia @ & <d t!e 3s i- zz m• u7 421n R.0 C?J 170,0,439 11..0 711 1701) 418 1 R0.0 568 1 170.0 NO, 174.0 957 INA 519 470.0 WE 170.0 521 110.7 1M0 122- 571 170.0 9119 170.0 521 1700 177E 1ta.0 $21 110.0 IST-0- 110.-624 W 41)(4 170;0 707 110.0 574 170.01. Div 110.0 1n4 11010 992 1 170.0 670 170.0 1171 170,0 '661 170.0 1210 17EO 677 1106 1J11 '170.4j GO) 1704 licit '110.0 BIO tr.0 130) ItoA 654 170.0 22a 170a 880 $3525h 170.0 741 R.-C 551 1w.0 036 /704 571 17a;s INS 17.4 661 170, 1195 110.0 777 I)00 1745 170.E 747 1100 1594 110.0 lit 1700 1195. 170,0 750 1700 7012 ROA 766 I7m0. 2751 R0A 754 d e h slW 57.0 TV 1T04 612 .1104 956 ITOp 671 110.0 1115 110.( 754 1/C,0 1215 150.0 90 177.0 1474 170.0 dl/ 170.1 1574'170.9 855 177X•111). 170.0.Olt 1700 2221 ITO0 471 160) 2403 IT.O Eel � LU WW INA 21 1700 701 -ITOA 1067 .)LII.,- 197 2.0 1110 170.0 170 1710 147 110.0 114 R0.0' 159, 170.0 994 110.0 1171 174.0 1077 170.0 2125 170.0 106) 116.5 211) 111.0,.1087 INA 2113 170.2 1069 Uin 170.0 131 170X. 745. 170.0 1111 170.0 060 110.0 1702 570.0 W0 17(4 1400. 1)0,0 1051 1730 7673 170.0• 1076 110.0 1660 170.9 1122 16SX 70 EO X0:0 1160 045 7060 110.0 •1171 117,7 104 170.0 1175 W -( _.�. _ __ a 5 691n 170.0 911 4700 769 114.0 1744 IT0.0 90) ITD.O JIM 110.( 1007 1104 1555 110,0 1960 170.0 1757 17.0 1154 1f0A 1140 t70A 1210 11)0 1186 1700 1775 127E 1966 ima 1705 101.2 1/60 1700 Ilk z y J 731. 170.0 1 Roo al$ -1700 1275 .1700 IC09 110.0 1468 1'/FE ICC 179.0 1700 170.9 1721 fill 173) 170.0 13L• 171.7 1rm 157.0 1306 11SA 1731 145.) 1311 10.1 173! 110.7 7792 OL7 ITN 160,7 1)52 � J E - C YEW 1704 1122 M. %1? 1100 1)11'.IMO 1. Yae IV,; 170.( 1200 147,4 in. 166.2 1205 131.1 1666 1616 IP66 11791 1145 141,3 1755 303 1656 128:7 1229 942 155$ 12}.7 1219 75.7 ISS 121.2 ILI& J �a � OOC� s _ _ __ 70 in 110.0 1'51 17o.0 007 170,0 139f 17.4 VMS '155,0. 1477 1694 1746 D6A IA?? 15'2.0 1224 124'4 1Q7'197.1 ROE.. 107.1 Hl7 721.5 1171 90.9 1477 159.9 HN 77.9 5477 IIOA 1154 61.7 .1477 100.3, Its% %in 142.0 t.10_140.5 901 1194 1110' 1?)9 961) 1114 1157 101.5 051 101 ti:tl 06,3 976 169 1110 Bf.S 922 _71_0_ 11}4 _87.1 010 59.2 _1110 7t]' 041 507 11)7 7s.e ere� u.+ 5110 .GLI !70 EC In 117.0 971 IM3 Hf2 77.5 315' 101.5 066 71,9 9f5 90.3 �N2 732 91S 7.. 127 65X_ 975 TI] HA SBS 911 65.1 M! 4B,! 476 SI.4 7119 41.8 575 'S23 7r6 )S6 975 I9] TOT Ia` X Z a 107 i0 12.7 111 118. 6711 103 '171 70.7 665 61,7 -TTI 01,7, i/d. 11.1 717 64.7 661 411 721 19.0 515 41.5 171 4/.9 bei :11.3 TTI 360 637 284 771' 1)6.0 621 25.1 nl. 374 112 Cn •1' 111 in 107 150 71.1 661 67.1 })0 65.1 514 61.1 770 63 WO /T.3- /70 49,1 671 X7,1 770 45.0 571 77.9 730 41,1 614 31.6 730 5SA 640 27X' 730 )15 $89 21.1 IN 144 591 '� {rj 'I?C In 69.9 OJ SID 509 294 621 67.7 550 17.6 EJ 1,.7 152 77.6 61( 30.7 NJ 375 621 34.7 $7/ )04 624 372 531 76.9 627 }7,T 617 21.; C74 24.0 549 11:1 j{j 624 77,5 tat lY, 14X1E77 S2> S2 144in' 31.1 437 75.1 400 789(4)7 794 755 2X.6 U] 25.4 390 71,7 413 721 -715 11] 47! YJ.( 331 U.1 433 42 )7G _ JAV Q 7 2 .-_ ��LDL' yO 7XB411 1113 ANCHOR CAPACITY ADJUSTMENT FORMUlA /rC^e_dty tp� Umt.t. 2._74 Om d. 0990714. 1417110 f%Ib fk1w CVAJ. PTVV d moJO D AYCHOR CAP.,.4,,.,, 5'16',Clro 1/4'681190516-CKa Or$3 Elco 013H1cd 812810:1 �Y12BKd MULLION CAP., ,,,, ANCHOR CAP_ /M7p 11)10' •YIb'Et0 LM1n:a1 t+4'Hk0U69<00 3'Ib`EJco UarMd1 Vr EK01'3m{a11 ArICAar Clip Pattama amocai + Unman A(dnK+yOr 0unw(00)8ptew tOS, tkrew 1061 USE THIS FOR TO OBTAIN 114E'ANCHOR E-pS1011LCEa1 1• - 2.72' 1' 1 2.112' 2-Il1f -1' 2•ur- 1' t %•IIS' 1 2 -siw• 2 a.Ar I Ger a.2?4- CAPACITY REQUIRED'CWRRESPONIVING 7'D AN H0. men16 1z+r 1 W 13X• t lair r, 1.114• S•vr ',w• 1 "'r 1.171 1.174• •r. 5•w• 11w rales ACTOALPRCSSURGRECUIREMENl'FORTHE 2AKh0+9 L`54795Ua D.C./s1W,:00vpLelenp 6;1) =a, 39C Kbkf76:1 {wID 'VM 0.6 27000 20)Us Old 7110 + 72:1714 n,6n o64 tm acme 311 mJ 012 e6 000Im OPENOjG,WHC•N IT IS LOWER iHAN THEMULLION IArctUn{01.IV 411t O.C.f 3Ia id Cr OM9lCIp M 2% 460 Mi 7m 0e NEA 0.•h WA WA :5005!6 -WA - HY, WA wa wn 187311 fns Im 11201c CIWAC[TY(FROM THE TABLE)'Of TW{SELECTED 4Arc�"AWJIM O.C./(TI 27GAl17tOClal fpla 31 7e7'77 TQ;IM 600 MIS 17W0A 100.+0.7, NOWS SEA IR _NIA �_721M 1 741 IDS 6801DS 1672111 652109 8357a 11209E MULLION IT WILL YIELD A MiNWU74 ANCHOR 4Artt0n yg9-04'IA41:0.0./VtC7,1;60.10P A4N�:(FI)47 11A MA -N:A I WR ):'h I NIA IWA - RA J NM Iy SVA NA WA NIA WA 1267 G; CAPACITY WHICH MAY BE USL'•Yi 70 QUALIFY 1Arcrrx/EcwOta 61 196571 Ice 110 276-r� used 'Baznd_) 13fi M9 la Ka 7171161 s7a1w 167 ms M. TW 7 lroau 2215u 000.7- ADDITIONAL ANCHOR OP710NS FROM TI IE 2M:'10x 1.1'7 MA OClF �0 -2AM5 770110 -1174- •!Nl V'm wn I0.rb 1110 wA w.-• 1A --Wn ]lino 4421t0 1600. ANCf[OR CAPACITY 7P,BLE. PROTJIICT REV[SGD 36-cataMyinH wish(75 tI1147'iQl •• 1,200' 11.61,11q,cod. 3fo.pZlB.o FIGURE I: FKiURE 2' A p Iga,Is;Ho, 74114E NOTES' BS 10.'0.1❑11c A ` 1)SE{SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION T5Y 0.14 LOADING,SEE SHEETS 2.4 FOR GENERAL INSTALLATION WETHODS, M1y W'k Ir06ue6 21 LINEAR INTERPOLATION DETYdF.EN MULL LENGTHS 7WDR7R OPENING WIDTHS I$ALLOWABLE. HOuh'E 9: {, `1(11..••• ANGLE 5)MULLION AJ40 MULLION CLIPS SHOWN ARE NOT.TO SCALF.FOR EXACT DIMENSIONS.SEE 3ya• �i''yY:IENSF'''•• CLIP MUST S4CFTS 21.23,HOLES TO OF.DR.LLED IN THE FIELDFOLLOWING DIMENSIONAL RESTRICTIONS L ; ® REUSED S;4OWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. No.80701 ` I -^ IN PAIRS. 4)SURSTRATES:CONCRETE SHALL CONFORM TO ACI3Q)SPECIFSCATiON3 HOLLOW AND GRWT•FILLSD CONCRETE P.LOCKl1NR(CNU)SHALL CONFORM TCASIM GOO.WCCp S)41LLL it P C^T •'((1= ��"`•`-' f LOUR@ n; FlGURE S: FIGURE 6: BE PRESSURE-TREATED YL9.LOPI SOUTHERN PINE WITH AN SO OP 6.65.ALUMINUM SHALL 91: �1 T;gi(L-'Or••'�U` ) p ® 0033•T5ANO GF.AMINIAILIM OF.100'THICK.STEEL STUDS TO BE AMIt41MU7d GRACE 33 AND ,024• ����''•.,�•ILHSS77}•'Chi` © 046'rHICKCIBGAUGE).STRUCTURALSTFELTO Rf..:AT LFA.tiT.i'l5'INICK ANO A3C.AL1. - `VI1 ...."' C\•`n ice _ LG ® ® ANCI ORB INTO ME IAL S HALL EXTEND AT LEAST 3 SCRIEW THREADS HEYCNO'l HE MATERIAL NtO5 R12 ANCHOR$IN TO WOOD MAY BE STEEL 18.8 S.S.OR 410 B.S. 1.25'7(3dr X.07r A LYNN MILR,-.E. �,L._•-w„ 14UUION FLP.E.N5B70E TABLE 12A MWIfan Ca acly Tablo Ib6Jftr Opon(nO W1d(n rdl voiacalysporrirq mu9oru)gr 0pan3ng Holghl(forho6mnWB/•6perdr,2 mLOons) .601n 001. 7013 6011 ero to Ito in TIO ai Ndin 1601n � R.I.P4N 7mplTd4+9J Itodan0Aar 7mpT0 j;.- Rr.I.90. 7npfnl.up. Pocung14r T.We n).. R4aluIP4N 7tlprtasrq. R4:11nPr01 hnpT.larg. R4afsnpslw irepRslaOp. RuaoPAsr NF1Leiy. -Rtclecpau TroiYfrleep, tl 2 x4x.28 $Coe4n0. 4ao0nB ...Lwbnp, to7ddD LwA.0 Loo4n9 1.":bc La'tn0 UmAV Laadno. Ludrg. Lw&V L0444g Lwdnp ualn0 LwdnO La_AM1'i9 1oe3ng 4Za , Alum Tubo A �� �@• �. �� � �`• _� fi.4{..._. - �.. � i�piq,. � �.,. �I '� 'k�.. Tdrei 13 0 te8 $i 1�1 Cgs d eat @y ds ZN 2 .Y L4 d - 'C d SFS . ." {U 421n' b00 020 1701 411 t'I0.0 TO 1 0.0 4T0 IM.0 !66' 170.0 60 IM.0 092 170.0 SW 170.0 1116 170;0 MI 4771 1240. 170.0 921 170.0 14H6 170.0 321 170.0 1735 170.0 321 170A ISM 170.0 521 0 r 1._ 137 40M R0,0 706 17011 421 1700 12. 170.0 541 170,0 4B1 110.0 630 170.0 1131 170.0 691 170.0 1276 170.0 077 IN.* 1417 170.0 660 179.0 1700 170.0 -WO 1701 1903 170.0 880 fY0.0 1261 170.0 90.1' „J,3 W 50.02611170.0 747 f70,0 fi6J 170,0 660 170.0 631 170.0 1040 170:0 M4 170.0 1165. 1700. 723 11OD 1345 1700 747 :170.0 1194 .170:0 1M 170.0 1701 1701 763 770:0 2062 X170.0' '168 1701 1361 170.9 766 -- g n 0 ____ ..-.�_. 4 __ _ -- -7 51 to 1701 707 1706 017 170.0 956 1700 .651 170.0 1110 IIOA 781 1701 1270 '1100 opt 170.0 1191 170.0 077 170.0 1M4 1700 0:4 1704. 14173 1701 661 170.n 171( 170.0 161 t70A PSM f70.0 0H1 W Q d 5o In 1701 661 170.0 not 170.0 foes 170.0 .701 174.0 1740 170.0 aid 170.0 1417' 1700 924' 110.0-IEN 170.6 089 1704 1771 176.0 5017 170.0 2125 170.0 toll 170.0 2470 1701 1U50 OA 2660 1740 1063 .031n 1701 837 170.0!716 110.0 1ft0 I10.0 050`1704 1702 17010 No 170A 1404 1740 1015 IToo 1073 ITOC 1076 INA 1859 110.0 11Q UGA 7231 170,0 1167 185.7 2063 170A 1111 016.4 2557 770.0 1171 � 7 601. 170.0 D74 1700 769 1700 116) 170.0 Dos 170.0 13G. 170.0 1w2 V0.0 foes 1700 IW9 170.0 1753 I7alz 1160• 170.0 1940 1700 1210 1700 =8 1704 1215 161,8 2437 170.0 1266 t= 2437 IT0,0 12M �. 9 72in- 170.0 100 170,0 876 1700 1216 110.0 IODD 770.0 1160 1104 1120 i7D,0 1703 170,0 1224 INA 1013 170. 1115 �170A 2t18. 170,D 11x7 1456 ?161 170.0 14M 124.0. 2124 UCA 1529 1002 2161 170.0 mss Z U g yLN 70 in 17U i122� 170.0.07 170.0.1344 170.0:1000;170.0 1570 170,0 1100 170,0 1704 1700 1247 166.1. 1960 170.0 1421 144.0_ 1900 170.0 I= 173.6 1200 101,0 1640 105.1 IB60 164.0 1615 919 'IBM 161,7 1631 J a p .1 781n 170.0. 1161 170.0.907 170.0 JUL 170.0 1116 t7DA 1411 170a 1250 170.0 78!2 770.0 1369 162.7 1061 1700 074 .171.1 1W1 103.1 150 1145 1641 1474 1413 6s.2 1601 139.0 1459 60.9 1861 137.H 1424 Q r _.- ,.D .. .. .. :. i._.... Mli 170.0 1720 470.0 1144. 140.1 1306 168.0 1R9 72L8' 13M 1J6,7 iW8 111,9 1338 t2LJ 1179- BSA 1JD6 110.2 1101 06.6 1393' 101.8 ilU 71.5 1370 42,6 1122 -01.0 1300 OT.i 1703 651 .1177 'so 1080 ' MM 147,4 1L 16t5. JOB 122.0 1015 177.6 1078 (05,3 12'X, 111.2 f06I 02. 122"1, 05.0 1044 8f,0 1224' 655,6 1029 73.7 1270 32,1 1370, 611 6229 72.2 BBT. EI:1 1270 E50 -877 40,1 120 62.1 907 H §Z W /Ca 41 107,5 Wt 105,8 077 06.3 T-n�'F 067 74,0 171 77.7 NO CLT ~971 66.4 637 57.3 JIM OIA)625 61.6- 07i fd6 016 13.1 LTi 49A 760 37.0 071 441 703 JIA 971 /OA Til fit h 05A 910 '97.3 -031 70,6 DID 60.1 019 701 000 69. Of6 62.9 794 63.0 219 7s.? 764 47.7 914 01.0 174 59.7. Ole 24.6 7M 34,1 012 40.2 742 29b BID 37.1 IN 12961 76,6 106 76.8 716 02.9 700 67.9 788 505 693 172 101 19.6 1241 45,0 760 441 077 31.7 760 40.5 M6 11.6 106 14.0 15) 27.0 7M Jt.O &1 239 744 20.6 031 1al-• O co (n .-._ - _.__. -4444_ 1644+ 43.7 5.0 N.2 601 14.4 428 71.E 546 31.0 681' 11.3 646 202 165 213 611 X41 1J9 NA 510 126 474 +62. 546 10.5 484 15.8 6124 77.2)A. 13.7 610 15.9 114 N Q Q TABLE 17B ! „,_. ANCHOR CAPACITY ADJUSTMENT FORMULA: L ZO.,U AnchorCap•ei Tablo Ib6) ANCHOR CAP:,,,,,,,,, y ma m4Awia - rcat9 36bC415: - NrorxrL34u "panr�Llu Frwwo _ uur W+",.1x� }=ANC44ORCAR,„ 5� -7 � n7r Elra ua as 61e6 btP Eko yr ss 0ko r4o atoll /1231x1 •4V$IKi• MULLION CAP..,,.,,,,, AnchorCilp PsINMA, ADcr+u7� slur Elco UBrJ00+ Or Etautmon unfixOn Onc EkO ULrmm yr Ex0u0mton � Ul011a1 /,4)IP77ta ssre++CWt sn+5v(i.5) 5t-P31 USETHLS FORMUU.TO OBTAIN THE 'ANCHOR Ea71DIXst4neDn7 i• a9z- r 't aiiz -114r r"- avr. r 2-r7 r at7e' 2 1143• 114• o.32r CAPACi7YREOUIRED'CORRESPONDINGTOAN �. _._..- CmbednoMOn 1,2140 1:V.i• tae• 1194• Y 1.54• t•�7r' 1•t1e 1-vr bf74• 1.714• 13'6' t;9v vmel ACTUAL PRESSURE REQUIREMENT FOR THE I fJKloo N 4IY Mn O.O.J Statsau ar0241 f.p[F1g 157,2 390 Otl 34U wa 4:0.w.t mobs 18si RAI Lows 1 zJO ka xe urs /401[x_ 174 rn 684 R11 YI !M 1ba 447.ib YD IIn OPENING,WHEN IT I.OWERT74AN THE MULLION eAWR $7.011.Mh•O.G.l3lisnb:0(apEN)CrpQ16.3 714 1b, 7-D a. 0301bs Idss,'0 tl2lbs WA SM 1a NIA•" w3ito Nu 08091 WA m7ta Be5'Ea flTune CAPACITY(FROf1TF!ETABLE)OFTHESELECTED -- -f - -- ----•••••• -^^-- '-- "'-" "-' MUL.C;ON.I7 WILL YI3DAMINp.1UM ANCIiOR enrchal:{3171 M!0.00 J6 I=.'(10' 4"Op(F6 Q' F�1� 0:0 7U.bs IW616s WA HIA Ir4 ft Nt 701 NrA WA FEW iWILG 182s I[a- 1600 bs 4 AmWn'A Y Ulk 0.0,I(1)x6 Algle Lops,101967 .Twits 7 :01 WD.IW 15f/!tW 6 ba ole SA 7W H1A� -7GDIM 7a61m gILA 1693 m7 e)1 to eafi It, -1126-m CAPACITY.WHICIi NAY BE tJSE01000pLiFY .�..,�.._4_444.,. ...�....__. ..,_�.r�.....- 6ArdR3n07101.0C./6rix5A wCipi! c7 1170 a)1 117otLs t0171bs OYl1w RVAth InM5 B4Uxr, nrA--1140x7 1121135 132910, 20Yf lta' 170'l,ltr] 19716 16006c. ADDITIONALnNCHOR OPTIONS FRGfJ{THE �_...,,....�_,._._ ,. �'.'9_... ,,...__._.__....._ - ---- ANCHOR CAPACITY TABLE. 3Arctefl 1.36.41Ln OC l u:clp,4nlo 127 AAim NIA WANg M WA 1111 WA WA NIA 16.0.. h;A WA WA WA WA_ OT3 �DAf4T1Dn46D64.14Y1 O.C.7U-a`p,Irla,t2,^A6snP F1•. .NIA WAWA tJA WA _ N1A IUA IIIA 'IYA N6l WA _WA NIA TOA- 21 bs. PROCSl7CT REVISED 20.1IMn(J 2.68.2411 O.C/fCb F4 t>k i7a a;1 324 Ia+ 56 _74]91 71216 IUA 2002c HM SIOIM 7711 /b6 WA 941M! 462 Ca flAIM ns rnmplli tg 1911)14148 FItK!tb l 3A11kfsA 1.71•M1n.U44ftl .i 419W 5SIMM' s- 073136 WA WA 35316 247 90916 NIA WA �fYA 611 bf Tdl tui &011e Duildin9(n+ie !•caps, +m ND y(o••d268,19',� f NOTE:FOR THF.OFFSET CLIP,USE THE SAM_ANCHOR PATTERN AND ANCHOR VA.LUCiS AS'TI IE STANDARD CLIP. Fxp+mN Dd. CIRCLED VALUES ARE USED QI THE EX5'LMPLE ON SHEET 24. Uy FIGURE 1: FIGURE 2: FIGURE:3: FIGURE 4: 2.0x1• M 041 ]ABLEMilCmr e • 11 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING,SEE SHEETS 2-4 FOR - e • • • o GENERAL iNSTALLATIONMEIHODS. {� .•`�(',L',NS1r'•,t5� FIGURE 5: FIGURE B; 2)LINEAR INTERPOLATION BE TWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE. 4100" • e e • '3)fAL'LLIOtJ AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT O:M,ENSIONS,SEE SHEETS 21.21 F41LE5 TO BE GRILLED IN /•� - _ THE FIELD F01,10WING OIMENSIONAI.RESTRICTIONS SHOWN ON SHCETS 21.23.FIGURES SHOW SUGGESTED,APPROXIh1AlE FIOLE ;,Uta t,• I". -•7^-L • • LOCATIONS. � , tit IE •\:,. F.ICURE7: FWURE8: FIGURF9: FIGURE fO: 4 SUBSTRATES:CONCRETE SHAD-CONFORM TO ACI 301 SPECIFICATIONS,.HOLLOW:AND GROUT-FILLED CONCRETE BLOCK UNIT � (. j°'l ON1U (J,� ANGLE.CLS' ) • A. uui, (FIGUTiFS 680) (CMU)$HALL CON.FORM TO ASTM b00.WOOD SHALL BF.PRESSURF•TRFATED YELLOW SOU1HERIJPINE'•WRITANSGOFO.SS. MMUST BE USED AI•UM:NIiM SHALL BE EC•c3-TSANOBEAMINIMUM OF.125'THICK.STEEL STUDS 70 BE A MINIMUM GRADE 33AND.045•T14ICK(18 2'X4'X,2.^ULLIONIN PAIRS. GAUGE).STRUCTURAL STEEL TO BEAT LEAST,125"THICKANO A36.ALL/NCHOR S INTO METAL SHALL EXTEND AT LEAST 3 SCRFLYR1• I HRF.ADS BEYOND THE MATERIAL.010 R 812 ANCHORS INTO WOOD MAY BE STEEL,18.0 S.S.OR 410 S.S. FL P.E.#58705 TABLE 1311 A!I7111ori Ca no T•bfo'ISabl1. �7d�� Op9P?nO YAdlhifa vOrliCt30ydpD1Yd02 m11-30174)al OPonln9 Ha19h1(torinli7crYA@p5perr9rg ll4ldoau) Jc , 501a 5010 70 in dOF1 9010 IW NIZflb 110'10 INN R0cUWA -Trap7dv47. R+41uq* TIOPT trq. R.ca.'p4n 'LA>t01'.tp. R.712006nr Td3Yldnn@, R-cle"p w TLApTILn0. RNIII :Je/ TnprFe&* :R0c14now Itavro n@. R."aavid. T7.pm.'14 -FIN6,yA T'.pridal9, p ]20•.26 Lob*v LOodrp LatdnO Lmd410 1md00 L0.M9 LondnO Ladn0 L.Wag Leadlq Losdrd Load09 Lye&10 t0ed09 Le4dn0 Loednd LW% I"am Alum Tube VI f atf 3 d I9 5 cSo 3 v 5v i3' � r9" ^. Dv tY " m (261 1708 020 170.0 415 1TDA T44 170.0 475 170.0 SSS 170.0 500 17°,0 032 170.0 510 VOLD 1110 170.0 621 170.0 1210 170,13 821 170.0 NSS 170,0 521 170.0 1735 170.0 521 170.0 1981 VOLD 521 0 4841 170.0 708 1740 S24 17DA 050 170.0 624 170.0 002 170.0 630 110,0 1133 170.0 601 170.0 1275 170.0 677 170.0 1417 170.0 ON 170.0 1700 1'10.0 080 fT0.0 IR03 170.0 860 170,0 2257 170.0 843 LU SO.F25ia 1N.0 747 170.0 687 tn.a sw 110.0 891 170.0 1040 1100 084 1704 HOS 170.0 723 170.0 1346 170A. 74 170.0. 1404 170.0. T60 170.0 1193 170.0 769 170.0 2002 1700 769 -170.0 2301 170.4 75d D.' CA 64 h 177.0 701 1708�612 Q0.0 OSO 170.0 641 170,0 I 110 110p 700 170,0 1275 170,0 803 170.0 1131 470,0 537 1708 1FM 170.0 Y,O, 110.0 5013 1708 201 170.0 2271 110.0 901 110.0 2650 IT0.1 001 LU o ...-� ... _. �._..� .. _ t+3 66h 170.0 555 t76.0I 7D1 11LD IW3 1700 10l 170.0 1240 170A $70 170.0 1417 110.0 4(4 170.0 5594 1700 990 1780 1711 170.0 133 170.0 2125 1708 ID63 1M.0 2410 110.0 1003 170.0 2617 170.0 1063 � Ip 635' 110,0'933 170.01 H9 170.0 11'0 p00 000 110.0 1002 INA WO 170,0 1460 170,0 1016 170.0 1079 170A.1070 170.0 10.59. 170.0 1172 1704 431 170.0 1169 170A 2803 170,0 1171 170.6. 2D75 170,0 Hit 6061 170.0 071 (70.0-789 1700 1180 170.0 903 ITO.0 1301 170.0 1002' 170.0 1&% 170.0 1075 174.0 1757. 170.0 1SS5 170,0 1940 1140 7210 170.0 2330 170.0 1273 170;0.2727 1704 12A0 170.0 3117 •110,0 177E 7210 1700 1003 170.0 676 1700 1275 170.0 7007 1708 14PA 1708 1125 ITOA 1700. 170.0 1228 170.0 1017 I70A 1715 170,0 2175 170,0 1057 170.0 x5.8' 170,0 1458 1700 207S ITOA. 152@i1D,0 7400 170,0 1530 ` W >8 in 1708 1122 170.0 077 170.0 1170 770.0 19e0 ttOp IS70 170,0 1294 1108 17-31 1/0.0 1722 1708 4010 1740 11x1 170.0 2217 170.0 1505 170.0 X02 170.0 1020 1708 9140 179.0 1001 770.0 ]SE@ 170.0 1705 J ll 4 cILLLLZLII t���'' Z! 78 In 1708 1151 176,0 i>g7 170,0 1101 170.0. 1113 170A tell 1708 1250 170.0 1642 fl0.0 17ee 170.0 7012 170.0 1471 170.0 2302 170.0, 1604 1]0.0 2791 ITtl.O 1100 170.0 J22b 170,0 1777 170.0 3060 170.0 1708 4 _J 7 9CH170.9 1374 170.0 1,44 170.0 1501 INA 3718 170.01 NO IT0:D 1405 170.0 x125 170.0 IOS; 170.0 2391 IF48 1703 170.0 2t58 170.0 1918 170,0 3114 170.0 2175 tW.0 3413 170.0 2273 130.5 3413 170.11 =1 ZZC J ___ __ -9710 1708 1417 170.0 1272 170.0 1111 170.01151S4 17001 1963 V&D 1032 170.0 2207 170.0 170+ 170.0 2850 170.0 IS52 170.0 2033 170.0 2075 180.0 1169 110.0 23Ja IVA 3199 100.0 200 120.0 He9 18.1 2420 IQ-• � Zg III 4i 170.0 1591 wo.0 H09 170.0 1913 170.0 1847 1108 2I0I 1708 1670 Ii0.0 2550 1704.2070 INA 2781 170.0 2271. 149.1 7701 101.6 2333 Y23A 2701 110.4. 2281 105.9 1?2.32 7254 2231 02.7 I761 110.0 2140 y C4� S 11110 170;0 1830 .170.0 1151 170.0 1000 1'70.0 1?W. 170.0 22@3 11x1 1P32 170.0 X21 110.0 2114 l5f�6 2032 102.9 ?145 1000 1032 1484 2210' S130 2032 126,4 21w 9711 HSA 212d 0.5.1 2P.Xe 100.3 2090 w X Y Y. SMI. 170.0 1771 170.0 1618 170.0 205 170,0 1850 151.4 2252 1 7,0 1071 Ulf 1252 141.4 108+ 120.1 2152 1:1.1 1030 103.1 22:4 110.1 1015. 000 2262 99.0 1972 772 OOA 1030 07A 2262 81,4 1006 ' F- X 3 to L..._ - _ _ __ _. ` 144In 125.1 1561 tta:e NIS 104,3 1004 100.1 1147./ 878 16Yr4 @S.5 7107 752 1501 d0,7 Ud7 06.5 1561 72.3 1777 1174 1504 65.7 7333 .57.1 150( 60.0' 1310 41.7 407 I3D5 79,1 1351 44.4 1263 Q,N C 0 0 TABLE 138 _ -.- ANCHORCAPACITY ADJUSTMENT FORMULA. : Anchor Ca Iti,Table flbet ANCHOR CAP.,,.,,,,. Y- , •-•,�-3 a,rucw._ 7.14Cw ik 3.SnCcrc. Holl".cmu TR004Y4u P7Lw0d raw (DP_)Xt =ANCHOR CAP.•. 5'14 H1.0 04•S9 Ek.WIVEI30 IWSSEke •105WW RU Stool !120tH MULLION CAP.,,t,,,,,4 Ance0r 757-3' Y16'Ekn w7 c 114,Ek.UUncoh 918•fmwlr4<m 111.ek010Lre,;on AnehorCBpPORome 511raonl apae,ml w.cm ACWMor MI-005)1Ocmvfn5? acr9w1001 USE THIS FORMULA i0OBTAIN THE-ANCHOR F67p Pelence,n) 1• 2•ln P 2.1Q' 3.L'0' i• 2.177 1• -21rr 1. 1 3.1/0' 7 0.46• 054• .0.32e CAPACITY-REQUIHEWCORRESPONOINGTOAN 6.h.Onae;Ytl'. 1-314' lav 1.71r iv+ ...'.z t-u4- 4-ar 1.1/4• 14141 1114- 1 MW x' tlw 1-116, .004 ACTUAL PREGSUREfiEQUIREMENTFOR THE . 2Avnmt0 .75• �n .0.1 adPZuAo;,is27 '39ams MZ 4M 89°0.+ 't44u, -27orrn 2eeloe 3 '00 2gOws 3r41m ndsror _ 04ewe 311'10 ea7ine Seo lee l)FENiNG,WHEN ItISLOVJERI'HANTHE MULLION 4Arich04g4.8S'Mll.0.C:/ulcr4be(w 05311�IFy 3; 7900• 100 IU Weds 173016. 3231 W. 540W 65010. 707 e. 14wiw Tee IM 171216• 0121ee a121b, W5t00' 1170Ib CAPACITY j!'RUM THE TABLE)OF THE SELECTED I hwha.,{91'.7i°leu.OA.ILW2M'0010WJ)rA,,ft 41 1+601s 1400 De 10101. 2H51es l0A WA 010161 N'n 1-3551-3 Nw wA_ 1014 13031:, NTODa 2240150 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Awha5G J'Mn O.C:7QIh5Aryb Cie1107y 51: 700^Ra 7000-3 O60!So 1531150 '8001. $401 5001. WA 70010. 70a'w 660N 11-3216, 0625.. 65"5 m5 X112--00,1- CAPACITY WHICH MAY BE USEDT04UALWY !An•Mm 197'180 A.G 1 Q12c5 Af,0m dm/sF$3.6t 7500100 15900-3 13609. 31701t! VILIAZ IMIN (IN IN WA IRON _NY r, tit4 rm 3784 IN 1363 ka Ina1. 2240%4_ ADDITIONAL ANCHOR OPTIONS FROM THE f2Mema 5g 7..'74-3U.r„I(x1'l45M1a C104I fw.7T :6WIbs 2100161 144a 1701b. WA WA 13201.3 WA 1050164 1YA� 99 WA 2045 k1 20;1%4 3300141 ANCHOR CAPACITY TABLE. PRWt7Cf RRVISBU /Ancto.(0f,14'M1Ta.QC l lWlp,000,,23 Alun.FM.O) I4•A 'WA WA NA WA ILA NrA WA NA _ NrA RA WA WA WA 1130_14. L_ _ _ -.- --._- -•_ _ _ - a1 cemplyild with IMFIMGI •A,ft.dda4'LL7.0 C.7Ui7y:L•A0.I15'AM1m.f0p,67. WA WA I WA WA WA _ 171,1 RM WA Wn 108 WA _ W 5 5111113 4 A W'A N/A 201 lh. i+^2:G�0'-••�I DuiEd"a1µC0ie 1Att5g6�1B9'11m.o,C%F.C14i1F,0.141' oea9sl -,iW O. 4%ws 9301tu -11110 rs -3'70.15-3. 25L 153 ]542. '140 w711'10 �NOIW 9400042174 560139 Accepl91,a N016-Op'sg.�3 4 Mc- 1;7/'816+8.4/FUN b.t J:•694m4 �'M b. 605 6. 120E 164 WA WA 70 IDS WA .57316-3 WA 19/8 WA t*2 it. Bal ch, T120104 .75(7.,� �„ •'I 0417 -Fide �if��� NOTE;FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD(dip, TABLE,NOTES: B7 FIGURE 1: RGURE 2: ISGURE 3: F1GU1;E d: FIGURE 01 FIGURE 9,FIOUW.10: FIGURE 111 •tea Rndnp _ 1)SEE SHEET 1 FUR INS T RUCTIONS ON USING TI r.TABLES AND SHEET 25 FOR INFORMATION ON. -10111111", • • ii o o • ° LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. y5� P 4f. Iii 1 2)LINEARINTERVOLATIONBETWEENMULL.LENGTHSANDiOROPENINGWIDTHSisALLOWABLE, �,��'}.•''�tCt:N3r•'••r•S' � �.�/ • • 6000" @'.• ii • • • ° e o • 3)MULLION ANO-MULLION GL(PS'SHOWN ARL NOT TO SCALE.FOR EXACTDIMENSIONS,SEE SHEETS ig0,sts741i = - 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHO INN ON 5 " FIG1IRE 3: FIOURE O: FIGURE 7: SHLETS 21.20,FIGURES SHOWSUGGCISTED,APPROXIMATE HOLE LOCA'11ONS• Ib 'fr., • Mar 0 '1 f� I IJl Iii L 1 • • • clm 4)SUBSTRATES:CONCRETE9NALt,CONFORMTOACI301SPEGFK:A710NS,HOLI.ONlANOGROUi'•fILLC•D /) tiY1TE0P / VICURES. CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD UPIALL BE PRESSURE-TREATED ;�(,',, p "•'" C 5 " E] [L] [] L7F 17) YELLOW SOUTHERN PINE W1TH AN SG OF 0.65.ALUMINUM SHALL BE 008}T5 AND BFAMLNIMUM OF.125'o. • • USLSTBE THICK.STEEL STUDS TO BEAMINIMLAAGRADE 33AND.O4�THICK(18GAUGE).STRUCTUPALSTEELTO __, '!•/451010{)N�;`,Y!`,•�'� FS" PAIR.0 BF AT LEAS1.126'THICK AND A35,ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 21 K e*X,25' P -� THREADS SEYONO THE MATERIAL-910&912 ANCHORS INTO WOOD MAY 911 STEF•I.,1921 S.-I OR 410 S.S. A.LY(,}(JEP '(.11LL . .E. MULLION FL P.E.q 6B705 i, F [ TABLE 14A Muuh Capailtit'T9hlo 163M) i OponingWldlhCor verilcmlyaporvingmuhlons)DrOponingHclgld(forlxldmnl9Rr•spQmlgrdlllons) - u t! 501. 0010 70 Ct CO In 90M loo1fM 140M ISO in RxlanNlar 'p4Mriarp_ RcslOrOtCtr Itep?0aro RootOap'r trap'100ro R4oh4r,War YmllTdero. Re01at21dc7 1mpMtnO. 14"ImaU4t TRpiderp. Rod-V-941 Tt"Ad.na. P"W out r T.p?dar0: Tisprtdv!6 .a 1- 1.28'x 2.11" 1-omin0 L..a7 LosG49 LoOdry Loaalii0, L-ft L-09 to0d:o2 L-wbm LoMnO I.oatllnp Lra Ano 4W;ro Lo fro Lash L-09 L.Mgfo loodra x,126"Alum fig( _ _',g• @,. b^ b _ dq g,. _ fig. �j$' 8 Tube Mull 6g a' yggy 7qt# qdg B�` gJggg (f'g f ly' $g pq� i3 ty 6 'yy 71 a i I I I 42 In 144.2 US 187.0 428 r2Q7 529 148.8 119 10J0 C25 138.9 414 801 Lr20 1749 di1 817 620 114.1 411 721 CM 1%1 4f1 00.1 628 13x:1 411 51.5 378 134.1 417 461 576174;1 111 Q 4841 PEY 4% 100.0 301 an 403 04.7 ]76 69.0 403 VQ4 370 00.4 407 81.4 717 617 403 7Q1 950 48.7 403 780 314 40.9 400 70.0 914 3RC M7 78.9 314 70.2 4W -TLC 314 _ 5U,a751n a7,2 307 91.0 301 COIL 702. 7Q9 294 64.8 792 71.0 209 •51.6 J57 91.2 Tao 437 392 W M.0 704 At.1 wi mc. 107 245 357 616 28.1 29.4 9C2 03.6 a ,20.7 302 .R5 283. � a a N -In 87.8 3itl 141 297 Re 318 '04.2 751 48.6 010 .b7J 2M. n1d J10 636 9L3 27.7 318 608 260 310 318 4Q6 249 283 818 49.1 140 26.2 319 49.1 No '21.2 310,X49.1' 218 m g ,AAAA __AAAA.. _.......- 4 ...1 004, a95 255 $11 210 21.2 768 45.7 274 353 256 40.7 210 30.0 268 37.2 267 77.6 20 345 204 24.7 259 i.4 20 20.8 259 37_2 201 17.7 250 Y7 701 185 900 312 701 jR U «7 ...1 �•--� 03 In 47.7 234 4S0 700 310 234 391 195 00.5 224 917 10] 20.7 214 31.0 169 217 231 20.4 189 21;4 2)4. 280 184 17.8 231 208 189 153 731 28.- 103 13A 234 W.5 183 � d ._. .,-.. -._. _.._. __.._.. .�._.....-.-._ AAAA..-... ..._.. _-._..._._ _.._-. 7 CO 77.2 .217 394 1Q1 71.0 11J 33.7 170 205 213 711.0 178 232 213 270 173 70.0 213 �In 710 t0. 213 23.7 IST 16.5 21J 22.2 107 11.3- 212 22.9 loo /1.0 213 220 100 72 In '2&Q 110 40.1 199 710 179 200 1Yt 10.4 1T9 22.5 X140 170 17D 703 147 '15.0 �172 •10.7 145 70h 7•LJ 151 20.E UO S.3 191 21.8 107 17.4 lei 19:0 f36 55.. 1..1 47.0 133 70!n TL5 162 A.6 139 10.0 152.-19.8 lat fill 152 {7,6 722 - tq •<-• BLE 14(T ANCHOR CAPACITY ADJU9TME14T FORMULA: 2- AnchorCspaclyT.01800,) a I4-•' X�j g ko SaAvam 9.7x clnbet3 37K C41c. how5 cuu FfidCLiu PT Wood Mda (D )X t.ANCHOR Ch..,..•,.1 ANCHORG�a.a, u3 r x 9 CD BT .�_._ _.._.� _ _ _.. jw, �* .__-.-AAAA ULLLUONCA'......ff gretdr'Iype O'16•Exo iillmcM 117 CIO Wrmm JI6•Eko ,Lt6'EkoU2ra:on 174'EKOY;i1cb1 1:4'S9 Pkd vi•99 Ekb Rf091ctl 81201oc1 F12 MW N nF AnchorCllp Patt um - __ uemcm apg5dllo• gy7Ltiaat ; 17 ) .. III) USE 1'HIS FORMULATO OBTAIN THE'ANCHORlU 1• 212 r 1� avr sbR• t• ears• v a1r. ? r Qur 'Qta• "0.324' CA'ACITYREQUIRE'D"CORLLESPC.YDINGTOAN It XNcmoran9n t 1.8'M ra/r 4d!4• t3rC a 1•v4` f•ua• 1•v4• 1474' T1/d• ? t-sa• Ia+A' xws ACTUAL.PRESSU.RE rEQUIREMENT FOR THF• L) N7y30.I4lt 00.7l+n 00.7 „205"gg prn7 nv�lta. 7mwr 631P. WMM t99s9n 64aM r1;9w, WO Para 7mtco tm 151- Lx)x,e esalre 1196 tm OPENING,WHEN IT IS LOWER THAN THE MULLION q � z�9 9 CAPACITY(FROM THE TABLE)OFTHE SELEC'TEO 0- MULLION;iTWKLYIELDAMINIMUMANCHO(d CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TASLE NOTES: i)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES:AND SHEET 25 FORIFORMATiON ON LOADING, 1 206, SEE SHEETS 2-1 FOR GENERAL INSTALLATION METHODS. "f rs;P'Ul1CT RGYISPU 03 m1plying with dw FILM& o.2)LINEAR INTERPOLATION OGTW EEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLO`WAGLE AcmrAlg Coda FIGURE t: No R'PIMOM id, -• F2ptr41itm Dut< 31 LiULL;ON ANO MULLION CLIPS SHOWN ARF NOT TO SCALE.FOR EXACT DIMENSIONS,SET:SHEETS 21.23. ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMr_NSIONAL RESTRICTIONSSHOWN ON.SHEETS 21J3, 2.116• B0 FIGURES SHOW SUGGESTED,APPROXIMATE ROLL-LOCATIONS. M-, Dddo Plodud ANGLE CLIP MUST 175 USED IN PAIRS. 125' 1!L 11f 1 f, SUBSTRATES: HL SAND CCNOETEA1.0 CK UN C'ONFORTOASTMCp.WOODSHALL aE PRESR •RFTEO •- -7� " Ut�('1 tJr.....�C•CA i YFILOWSOUTHERNVINE WITHANSOOF0.55.ALUMINUM.SHALL BE6C63•TSAND EEAMUBMUMOF.125' i �� THICK.STEEL STUDS TO BF:A MINIMUM GRADE.33 AND;1)45-THICK 1B GAUGE).STRUCTURAL S IEEL TO UE AT Q� ~ •.'a' ( } t,20'X2.11'k.125'MULLICN LEAST,1245'THICKANDA30.ALL ANCINORE INTO METAL SHALL EXTUND AT LEAST 3 SCREW TFIREAOS BEV&D (INTEGRAL PIN MULLION) 'i: 130.SBTUS THE MATERIAL..#10 b 7112 ANCHORS INTO WOOD MAY BE STEEL,18.3 S.S.OR 410 S.S. ( ; i1AA)11S ION 4 A.LYPIWrMIILVF�P.E. FL P-.E.9158705 TABLE 1174 ..�.__._. �o�r MUIIIon CapacityTable llbaWl Op6nIn9 Widlh i '�eryrslrapamlrgmilfiarw)0104anIn0 Ha10M l b�= N`BAamrg mttliam) c! 6014 6011 7014 So 9t 8214 1006 1206 140M idol p n fs `r u Tr F' R%UXpw Ym#TdMO, llwv x TIWTew9: T4aola w Trnp*Tda90 1laanaVidai Trpp r "9 R9Warww 71 111- Reetangr0 TroNOkna. Reefen�:a, -rAmi rq. RaclenB�lar 7wNUiai9 14aleiyl ofNTd.nO• a r5 3.26"JO t.edno 1.04.0 Loadn9 LaW.V Lo14n0 -L4AN I-fn17 L.dna W.&V t8ado9 Loidn9 L.&0. L.IdA1 L.a4,12 Lm4ri9 L906:70 %L90d, Loe4n1 2 y7 e��U .DEG,AL jbg•� F FFF$ 'Pg In LL DAY M1,DLLFlu bm 38 il I� b .c� 3 d �� d �i s�, �a a' x8 dH � tE .48 �. � z �d U) O 426 170.0 .620 17aO 43$ 170.0 70 170,0 470 1170.0 me 170.0 LAB. ma 992 170.0 519 1700 life t7o.0 0.'N 170.0 7240 IT0.0621 211-0 HW 170D 671 ITOA 7731 110.0 621 '140,1 1710 170.0 sl J w 481 170.0 TM -1704 621 170,0 860 170.0 '604 770.0 90 170.0 Ole 1704 1133 170.0 661 1740 1216 .170.0 677 170.0 1417 1700 Ilse 152.2 1622 1700 6e0 1]0.6 1722 170,0 680 114.2 1522 Rao 680 5 60.0266 170A 717 170.0 '03 110.0 NO 170.0 651 170.0 1046 170,0 6B1 170.0 iV+! 170.tl. T2] 179.0 1115 1700 747 4012 1483 Tian 160 tY,9 {413 1700 708 117.3 IW 170.0••798. 102,9' Y445' 170.0 750 IL �� 0. dll 1170.0 T97 1700 012 170.0 060 1700 SO 170.0 1110 170.0 iW 1704 1276 170.0 903 160.! 1777 1700. 877. 1443. 1362 1700 0S6 120.2 174 1704 861 IW.1 1153 170.0 061 91.2 1361 110.0 a8t F- 1 W 6 770.0 659 170.. 70f- 170.0-1003 170.0 707 167.0 1218 170.6 070 148.1 late 770.0 CN 1295 1210 199.0 070 110.0 1218 162,1 024 1)7.1 1218 Ib.1 BIS 03.5 1210 146:1 013 73.1 1216 116.1 913 _ _ _ _- -- a Off, 170,0 we 170.0'745 170,0 life 11c.0 See 1W2. IIW 168.8 837 131.4 1160 167.0 014 110.6 1150 141.9 802 .1017.1 I160 18L2 OOS 07,0 11'4 120.7 671 76.1 1150 126.2 070 65.7 11W 1202 070 1 68117 170.0 074 170.0 7e9 107A 1018 11-1.0151 130.R 1016 110.6 861 1111 1018 133.1 660 101.9 1. 11040 123.4 4M 41.4 1046 IIOA 050 70.2 1010 109A 071 65.3 IW8 106.2 610 6T.1 IWB ioe.2 Ole = cn ? g y e 72 +0.8 660 147.9 761 117.4 680 176.0 748 100.8 See 110.0 734 00.0 BBB 100.0 722 78.2 ON 02.0 712 70.1 600 0617 707 SB.7 Ole 70.2 e93 $0.3 080 708 Old 44.0 860 70.4 585 Otlf Z y: 701. 110,7 700 125,1 f14 760 770;6. ate 05.7 760 03.7 OBJ 71.8 700 03.9 4fi1 645 790 70,0 E13 -5PA 700 71 T 837 799 790 OS.1 67! 47.6 700 -621 .810 X37.! 700 el.o 817 ,Q G �,, $' 780 1700 750 115,5 iW 99.1 BN 741 750 06.0 872 00.2 750 77.1 021 61', 760 766 012 C6.1 750 007 005 40.2 760 69.4 691 19.8 iW� 68.2 658 31,8 760 07.tr 680 � �" a 01 Ln '19,1' 60 75.4 W.I. 500 02.0 491 61.6 583 64.8 465 ASA�Sea 405 +75 41.1 807 Y4/:4 190 71.1 682 40.0 X402 30.0 809 382 452 206 •••SO 338 446 22,5 iso 81.8 612 � � 2-•, �41� _.._. _ _ ...._�...__. ...� ...: ...- y .. OOh 094495 OI.1 403 61.tl 473 174 4964(,0 a2T ]7.195 304 421 ]3,0 :ICa 56.1 119 29,7 191 ]33 /M L.B 497 21.1 4M 212 491 28,0 101 18,0 496 2S0 790 N I,Dy41.7 4 291 42e 391 80.9 Mb 205 391 SIA 341 26.1 j 391 27,6 337 23.2 561 24.9 JI3 10,9 201 22.e 728 17.4 701 I9.Y Yl1 HS 301 178 116 LU 111 in 354 1110 30.2 270 330 JW Z75 170 266 ]75 14.0 ffi0 75.] 310 21A RO ?2d 119 1B2 JM 209 712 10.0 770 1e.1 .105 Q 5701. 20.1 217 JOD 269 7cA ii7. 2a0 284 21.i� 217 22. .So 10.0 117 laP 276 +0.0 aft !/.0 27]- - _- -• Q 00,3 Q 0 C -'- , - yp 14117 Ito 2N 4u m - � - � S ii A A . BLE 15B _• ____,_. `.......�...... ANCHOR.CAPACITYADJUSTMENT FORMULA: �• An her Covactly Table(Ibel ANCHORCAP.,"„_„ 6 6uaumo 2.71 Gmttte _ 151.Ca�e. _ __ Ma6cvrU.'.0 _ fi9adCAU Pr ---- M4bl (OF--)X( ANCHOR CAP,,,, 114`55 Oka OTIC£160 i/.'05 Oko 710(IMI h1231cei /123Icd LLION CAP.,,^,,,,,,,, Author Clip PelfErnd AndcrTy90. :JLC Bko t'Niacen tM Ek.Urlacon 3'10'EI:a Uluneon t!v£ko Unrecm OgraOau{ 0ert1r(05)s:mr7{[737 sertx 1051 USE THIS FORR1UtA TO OBi'AIN THE`ANdiOR Unmo9 Ap2K1)dla 9WMM A E007 pllexo 1NR '' 2-V2• 1' 1 2.17 3.15 T 2.1!C _ 1• 747: 4• _ 5.1(0• 1' -0.40• 0. o,W 0.311' CAPACITY REQUIRED'CORRESPONDING TO AN 6r wdn•a 34 tat 472• I.vr z- ' 1•t 4 1•vl 1•w^ 1.111 I-II, a,rr 2• 1-V I. -ar19Y' ACTUAL PRESSURE REQUIREMENT FOR THE 9 Axbv. rwn o.a7gixs,crcra.ear(Fti 5} 3w as Tao 0.1 455 roe Ilio 174 Ira 15.. 2701m 2a0lco 30.Re 7+o 1m 274 iw 7700.4 oldnc :441 Lt9 442 cn a Im OPENING.WHCN IT IS.LOWE'Ri'HAN THE MULLION .."ss._.-__.._.-._.-_.. _ ._.. -..� ....._.-..--- 4AretwTpi3b�M1h5O.G!R7245 An2k<9»e0'q.7k 760 La 787151 7909. 1870^ne 75291bs b1041 66-0IbWA 11200. 7W1W 'hb lm -1092tta CO216e OeS Pa 1+201» CAPACITY(FROM THE TABLE)OF THE SELECTC:D _�..eAD:i�r4602.)1'Itin.(1.C./(11 x7'Ngle 1497/i .3}. 1720191 N2011 0189. 27101"4' Y15d Im RIA I.Bid lla-'k1A� 107.Nib N!A^ 1!?J 411 WA t0222u /321 ffu 19.80"00 MULLION.IT WILL YIELD A MINfMLIM ANCHOR CAPACITY WHICH IdAY BE USED TO QUALIFY ACbIT10NALANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. f'Rc'N7UCT REVISM FIGURE 1: -_ 03 canldtyin8 5ri1h Lha F1BHda TABLE NOTES; 8ndding Godo �. Aecep1e00e p;a16.o218.p3 1 • 0 1)SEE SHEET 1 FOR INSTRUCT IONS ON USING THE TABLES AND SHEET 7..0 FOR OVORMATION.ON LOADING. OFinliap,Dd. SBE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, 2)LINEAR INTERPOLATION BETWEEN MUI,LLENGTHS ANUIOROPENING WIOTHS IS ALLOWABLE. 7 b I Dc&Tmdu91 FIGURE L' .•7 1.111'11.771 3)WM!.[.ION AND MULLION CLIPS SHOWNARL NOT TO SCALE.FOR F-YACT DIMENSIONS.SEESHEETS 212M. '12S ��t7T„cti,,,, HOLES TO BE DRILLED IN'I HE HELD FOLLOW1140 DIMEN$IONAI.RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIM1tATEHOLE LOCATIONS.'F--�- �,� rr ,� ••-�,..J, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 51'ECAFICATIONS.HOLLOW AND GROUT-FILLED 3.50' 1Nq, FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0-90.WOOD SHALL BE PRESSURE-TREATED /• 0 • i • - YELLOW SOUTHERN PINE WITH AN$O OF 0:55.ALUMINUM SHALL 62 6009.75 MIO BE A MINIMUM OF.126' i HICK.STEEL 571105 TO BE A 0,11NIMUM GRADE 33 AND.045'THICK(18 GAU3E).STRUCTURAL STEELTO BE A1' 30,&r1Y 747lF MULLION ) "• ^j E O4 L.' L.EA37.125'T`HICKANDA30.ALLFNCHOR9IN'TOh1ETA1.SHALT,T?XTENDAI'LEAraT3SCRGWI'HRG4L1501EYON0 •i).; • o THE MATERIAL.810&112ANCNOR9 INTO WOOD MAY BE uTEBL,10.8 S,S.OR 410 6Z '`'l ��'•.c7.OR11?�'''w�(5,'• ANGLE CLIP(FIGURES 1.3)MUST Be USED IN FAIRS. A•LYNN MILY:ER,P:E, .`-.� ' C, •- TABLE 113.0 i -- _ _-` ---V• �>; - MulUonC9 40 ?Aha ib97ft� R ���a� OP6nIDBYlidth(tbr4efUc5lly.EpDirlrgmtJlkt>r{OrOpen(npHolOhF(fOnc�D+�7tnlyspDrrirgmtiGars) C e+ 601n 0051 700 0081 00 In 10001 120L1 1400 1601n R9214n09v TlepRf4np. PeN6Ap6W Taep.V02• ReclanOWV itepriatrp. Reala:IpJN 7rap'T609• Rec4anOna Ti6lJidmp, R761cr0i45r 21eATdanO. RcctvgWa: Trn(YMaq: 1t9cknplel TONTd6r0. l4wtvp2k ThpVftleno- 017 t 3.211'46 LC6L41+9 (aroaFnB L04lnp lra!dnp Uadrig LoRdrj L*tift Lgo&o Loumlp t4gft Loading IAdw Loadn9 Luao'np Lo66np L-ani lcvdnp itrdn9 SSOO Y�YYYI LU1 DEO.AL BAY MU LL �' .£ ^ •X0. (({�jjj yeag ?g&• r � �a � � AT ba � �g '1�66 �^ O �^ (S: ��^ A Ep�yvs �_ „b +�y 3•�S' �� �J+ Tt � �•$� .�. �^ � U�$^j � ��� fiy �^ �. {�-N [0 �. z ` 3LT 5 Z 4¢ 1 �L9 3 :�$ S dK §lLL 1Kao Z 6 0 , 421n 1740!820 170.0 475 170.0 744 rma 470 170.0 68E 170.0 SM 170.0 002 170.0 510 1700 1115 170.0 521 1700 57.00 1700 521 170.0 1486 170.0 521 '170.0 1775 170.0 921 00.3 1811 VOID 521 4614 170.0 105 170.0 624 1700 60 17D.D 884 1700 992 170,0 030 00.0 HS1 1770 681 140 1215 110.0 077 170.0 1417 170.0 060 Teat 1077 .170.0 650 140.3 1637 •170.0 067 1228 1577 170L 860 7 _.�_-... _ �. .-._. q 90.075 1,7 1740 747 170.0 E43 f7p0 890 170.0 631 1100 I0b Ina 004 170A SiG5 1700 7?3 vmo 1145 170.0 T47 170,0 i4B4 170.0 755 147.1 1552 170.0 130 '176.1 1612 170.0 766 110.4, 1557 170.0 160 (L( pp I. O ( `r 514 1740. 10 170.0 017 170,0 950 170.0 021 110.0 lite 1740 751 170.0 1276 1720 603 170.0 1434- 170,0 047 166.2 1456 170,0 656 120.3 1455 f10.0 061 1100 1456 110.0 901 61.0 t468' 170.0 601 m to 04.1 1240 655 170.0 701 170.0 1063 170.0 707 170.0 1240 170.0 6T8 157.1 IRO 1740 644 138,7 13(0 170.0 -900 125.7 1379 183.6 B& 104;6 1300 157.1 98'1 67.0 1209 107.1 002 70B 1500 157.1. BPL N _. _.._...�___ _ r U J 87'n 170.0 030 170.0 745 170D 1116 .170,0 855 182.0 R4T 170.0 940 1423 1247 164.5 963 120,7 1247 162.0 095 (14.0 1247 144.] 657 05.0 1747 1342 µ3e 61,4 1747 157.7 045 71.3 1217 135.7 WS 7 13- gdo 000 1740 974 170,D 769 170.0 1109 170.0 907 140,1 1190 161.7 065 1205 5100 147.9 045 1(44 1100 ]345 028 1035 1t90 Rio Oto 86.E ft'w 110.5 640' 74•q 1100 1{6,1 603 84.0 1190 118.1 603 g_ -T7 to 101.0 1010 189.8 077 134.7 1010 144A '690 115. 1010 127.7 612 '101.0 1010 H4.7 676 89,9 1010 105.0 .817 50.0 11010 00.0 007 '07.7 1510 BOX 795. 57.7 1010. 87.e 700 50.5 1010 87.7 709. S -�� �� tO Fn 131.4. OOB 147.0 702 111.5 90B 1x210.'.715 98.1 941 _107.1 701 l'S.8 008 861 749 70.2 OOB E03 776 68.7 900 87.] 720 67.7 908 71;7 YI6 10,1 900 .71:7 710 42.9 -900 709 708 $ ?OM. 127.1 686 132.5 761 1W.:D 621 117.6 736 90.6 601 00.0 725 10.4 601 66.5 717 70.6 Bal B1.0 )C7 07.6 651 ISA 091 SS.D 001 ld.l $81 45.1. 601 0<A. 875 OD.i 861 04.7 072 F m z N 0 0017 82,7 6iB 86A 8/4 69,E 640 72.1 5N50.1 840 117.9554 $1.7 :010 50 66.1 645 40.0 040 .0 677 41.4 W 0.49 41 C40 47.0 570 04.3 .6 510 29.5 646 78.2 611 25.0 40 8 30,0 621. Sz z W w 68.2 VA 10.1 506 55.0 566 69.1 407 40.7 !86 51.4 401 42.0 We 45,8 403 37.0 689 41A 476 34.1 W8 341 470 26.4 606 73.4 450 24.3 SBS 70.5 452 11.7 580 28.7 Ml y LU 1Cen 470 449 18s 405 79.9 449 119 392 342 449 35,7 393 20.0 418 017 367 7611 M0 286 262 23A 449 26A '377 240- 440 71.7 366 17,1 MO 10:2 701 15.0. H9 169' 350 It Lij 44.1 -426 45.0 345 30.E 475 77.0 970 719 428 32;6 Ji5 71.9 425 20,1 507 NS 125 20.2 362 ?2,1 475 740 358 16.1 475 2247 350 75.9 -426 18,0 ]I! 120M 34.0 791 35.5 331 r 29.1. 704 20.8 720 245 384 PO 721 21.0 061 X18 317 10.4 384 .246 313 17A 384 36,7 309 _ U Q O O 144 N 262 759 MA h3 18.0 157 tl.l 270 - -� - Z��iaW TABLE IGE - ANCHOR CAPACITY ADJUSTMENT FORMULA: ..-.-_.-_..-...-- $f Am hDrOspacItY 701110 6D ANCHURCAP..,,,,.,, ° &2Mtr2k' 27A 0=619,1•• 3.51;Ce- 140Wwg41" - FIRM cmu P7 WtOd Mra1 (Dw)X( )-ANC{IDR CAP.,,, •~- 516'Eta •--•�_ -^- V4 09 Lka N1e'6ku 114•(1.)'Liao tl10&tol 8t79ka1 11291od �7ULLION CAP,�.w U2c An ch or Clip Pattem6 Fn.Ro•Type: 7lIC'Ebb U9xm i74'EIaO Waum 3'te'Ek<ILLocan• VN-'I'-'- u6aon !'QO.sGeb UOrmOn AC34cOWbr scaab(06J SetBn(051 S-(05) USE7HiSFONMULATOOBTAINTHE'AHCKOR E006atsknanlnl. r atn• - + 214.• 5•na• 1- 2.117• r 7.10• r 3•1Jr 2' alae• 051 ,0374 CAP/+CTYRFQUIRF0"CORRESPONDINGTOA14 EmSctNIm LW7 VIM d, - v 114.1 �1..-�-- 21.- i•tu' -+1t•' i=trr -P-m 1411 1.114 478•2' 1-wr :• wRea ACTUAL PRESSURE REQUIREMENT FOR THE 2 Maldef06'69n,0,C./47)326 mala.I(FIJ,I I 7_ 80Ia2 450162 400- +700iYs x720n 7&162 ] 162� 74061 374.15-, MIR 7 046 Rat 711 mL 442700 50390. OPENING,WHEN I I IS LOWER THAN THE MULLION 4Arc!_ue_•�g.SYhvn.o.e:2R1^216 An04:(aiyaLa7,7,2c 700104 750372 r3J 1?i ,070162 79tl761 S�O.Di_ YA IIa' nra 112015e 74D(m` 'eao5oe 1 te927n Oe2 ms ea51w trtom CAPACITY(FROM TtIETABLE)CF THE SELECTED 6 tia4n:16 275'MM O.C.lma6hrak w:a 7¢q.71: 1t201ea ttp lw aM lca 2210nn 1 7254152 w7+ M33 MI. t WA t054trowA 17200;6 i wn to7x 119 1577 ma 'f66o ea MUL110N.1T WILL YIELDA MINIMUM ANCHOR CAPACITY WHICH MAY SE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHORCAPACITYTAELE. PRL4)UL`TREVISED FIGURE 1: ax cv,pb7n6 with Yw Flnrkfe ` 7 TABLE NOTES: U141ding Co4c A- a0ea Aka o I • 1)SEE Si1CGT 1 FOR INSTRUCTIONS ON US WG I'ME TABLES AND.SHF.FT25 FOR INFORMATION ON LOAOLNG, Ex irafla>l113nm 11,0.27 SEE SHEETS 2-4 FOR GENERAL.INSTALLATION METHODS By .)LMGA74 INT mpowioN BETWEEN MULL LENGTHS ANO/OR OPENING WIDTHS IS ALLOWABLE. lrfien< i'10ak1:1 C FIGURE?t rt 3)MULLION AND MULLION CLIPS SHOWN ARE 140T TO SCALE.FOR EYAOTDIMENSIONS,SEE SHEETS 2(-23. PIA'r,U• 2jli Lil �, HOLES 70 BE DRILLED IN THE FIELD FOLLOWINGDIMENSIONAL RESTRICTIONS SHOWN ON SHFETS 21.23, ,125'^- •--45'- •� Ot; FIGURES SNOW SUGGESTED,APPROXIMATES IIOLE LOCATIONS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.760' Nn-gTt!0•' &73 FIGURE d: CONCRE7 E BLOCK WIT(CMU)SHALL CONFORM TO ASTM 0.90.WOOD SHALL BE PRESSURE-TREATED •, �. • o YELLOW'SOUTHERN PINE WIT It AN SG CF 0.55:.ALUMINUM S14ALL SE 61061 TS AND BE A MINIMUM OF.125' Ja l lj�•^ �.. !LT THICK STEEL STUDS TO'SEA MINIMUM GRADE 33 AND.045'THICK(111 GAt1GE).STRUCTURAL STEEL TO 6E AT 45'BAY !/ f _ LEAST.12�TRICK AND A34 ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND .1x3', y�j 1:OF �';C` o THE MATERIAL.#10 5 012 ANCHORS 1070 WOOD MAY BE STF.F.L 18-0 S.S.OR 410 S.S. h1uLCI0N J G * ';`, �Z`"�-• �•I� ;�<<,�'•.F'af3Rlu;. SCS.`. 6r C- ANGLL•CLIP(FIGURES 1.3)MUST BE USED IN PAIRS, A.LYNIJrIy>,14L2R;}7.E. d� � FLP,E.$'55705 a.-- - ��y° -I ,.OBD• �_.. ....� 1:000• f-- 1,000• 1.000' r4 (7 .125' 1 gg 2,760' -,/2S' 3,125' -•125' 3.108'. .l.__ • _, 2,800' 2:000' - . '' 2.116" S 0' - - [,265' .� .125' Z LNm f�q I' ? _f• _T I Born- T W 1'X 2'X.125'I.WLLI014 1•X2'X.37W)JULLION 1'X2.7 X.370 MUt110N 1'X27'"X.0-0*MULLION 1'X 3.12v X.�MULLION 1.26'X 3.186"X.WV?AUU.ION 1,28'.X2.11 XA25'MUCLION W3-TB ALUM, 0003•iIB ALUM. 6063-TG ALUM. 8043-TO ALUM. B003•TG ALUTA. O W3•TO ALUM. 006376 ALU61, X-SECTION X•SECTION X•SFCIIDN X-S50TICN %•SECTION X-SECTION X-SECTION W ('9 aj o �)--.1X5' --1.1••^,125' N ? �l TABLE A Z W Y ', z STANDARD OLTP I I I 2X5 ANGLE CVP D imension Valua',(InJ For Mullion: y g � 2.086' 8063-T6ALLIM. aft, GMT6 ALCM. _ $ W %•SECTION I %•SECTION cc55 Z WCLIP 2,000' 1.625 M O. I 8083•TBALUM. ,126' 20", 1'X2'X.125" H U r r,12G' X•SEC110N I Aluminum Z Q `D �_ L 0.695 Tube Mullion - Q Z I C 0.740 N Z uo .125'-r� - Q 741Y�• 1.126 t'X2'X,375' W O 1- ... B 2.404 N U) r Aluminum CUTHFRETo 376 -- 5000'- C 0,835 Tube mullion V d Ng 31 375" CR ATEF•GLP,BF.E l-1.1LN. S 379'MW: D x.40(1 Q O C� ;AIN. -DETAILF 4FiEE14 )_.. W.! 6'.- ato°38"MIN. A 1:875 - qB 3.000 1'X2.15"XU•GLIP --•------------- 376A1un11num8003,78 ALUM. r'-' - 2X5 ANGLE CLIP C 0.757 10PVIC:W OIXi3•TG ALUM. D 1.118 Tube Mullion TOPYIEW - Q STANDARD CLIP CC•fiTE•R OF ANCHOR HOLE MUST LIE WIPAN THE E .460 M10. 6C83:16ALUM. DASHED BOUNDARY.SEE SHEETS S•i7 FOR THE A 1.312 '1-X 2.76'X CENTER OF ANCHOR ROLE MUST LIE TOPVIEY7 CENTEROF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUh1ANCHOR -••%tTHIN THE DASHED 80UNDARY.SEE HOLE MUST I.IE I10LECW.IETER:ANCI-IORDtAB1ETER,1117. 6 3.000 .650' SHEETS 6.17 FOR THE ANCHORO.C, l..-.pitrRIN 7HG DASHED -OISTANCE.MAXIMUW ANCHOR HOLE BOUNOARY.SF,E C 0.476 AIumIOUm DIAMETER;ANnHOR DIAMETER 1116'-. SHEETS 5.17 FOR THE D 0.836- TUW MtLlpan ANCHOR O.C. TABLE 6 -•••, OISTANCE.MAXIMUM POT Part0 A 2,000 1'X3.12S.X ^X19I:UCTRl:V[SBD -_ ANCHOR HOLE hull Dlmonslon(shoot N) 8 2.637 M1 wmplyf a wit.10 rtt+r,All � -•-G.500'- •375' DWALMMANCHOR Mullion SW.Clip offset Clip U-Cllp Anglo Clip .500'Alum neOdlnBcod, .375' V r MW D;A6IETER 1H6'. - C _ 0.603 Tut7e Mull Acwptnrec N+L(D-o21pj.D� 1 i ' MW. ( 1"X2"X.925"(5) BSFU5 06811311 886111BM fi6B243M 668511 h1 D 1,137 Yapimti tkna ___,__, _____. _•__- 1"X2"%.375'(6) 666000 666114NI 666111SM 666244th f66512M A 2.625 ny- f._. - `-B 3,2G2 1.25'X3.188' b5ar. tkJnPruJu . I� 1"X 2,76'X,375"(7) 66607 666t15M 6681120M 66624661 868513M X.265"AIUM 1"X2.76"X.650"(8) 66606 666116M SWI,121M SM248M 666614M C 0.017 Tuba A1u'.I `11 t fNhl q!! it,1, I I I D 1.702' ,, fit{,1.,...,.11,E ------•• U ,"X3,12W X.6Do"{9} 66(37M 6601116M 81381114M 61i0242td BBB515M �' ZO r.a.1 Sr4 i -i- 1.2B'X2.11'X ; :1�,.., f 1 1.25'X 3,180"X.285'(12) 5f 841 M 6681117h1 6681 f 13M 868241h1 866516h71 A1.613 .121'Alum Y - - ^01}9!1 I 1.28"X3.11"X,125'(18) NSA 6 69370 t41A WA 66517M Tube mull �'' 1°0'' ,.Zz: l' OFFSET CLIP LY . {/ NOTES: �'t1,;vl` l! t� Fr- '.,.• .125'•+ `C� GOD3•TB ALUM. LyJ i' TOPVIEW 1)HOLES TO 9E DRILLEDWTHEFmLDFOLLOWINGDIMENSIONALRESTRICTIONSGIVENONTHISSHEET. �1 ''AL11 ��'.. Y!•Oftki 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS&ANCHOR C.C.DISTANCE. is�Sj(} t A.CYNDII R,1'.E. r 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. FL P E,#66705 n^;.=•'1"'�. . hp .17..__....... ..053' .30.5' gyp, VIII rt }-.lA i ' 1 r.:.,2b• _-1 1-•-...126' I 1 :092 I 433" 1 4.x00" •'.'•:125'STANDARDC7.IP I.v 4Y 6 4.000' A•0f10' 2,625a 2.A00' I` 5063.16 ALt1Sf, I 2:125' 2.000' 2X5ANGLE CLIP tt ^,126" X•SF,O'riON U•CLIP 0063-TO.ALUM. (1003.78 ALUM X•SECTION ;125" N ' ,126, I X•SECTION �+ .125'• .126"-� �...._ /r»rrrrrr>mrrrmn• (n .Pry �� {t j .0311 - 7 •` Z N J 0 -125 [ (' CENTER OF ANCHOR HOLE MUST LIE 141THIN'THE J W 1 /> 175" •155+J f i, DASHED BOUNDARY:SEE SHEETS 62A FCR7HE ^ ANCHOR O.C.DISTANCE MAXIMUM ANCHOR m en a 7 HOLE DIAMETER!ANGHOR DIAMFiTEf!>1148'. f'XM1'X.126'7 7'%4•X.375' 1'%4'X.076' -- 8,5C "- _ oO '. MULLILM7 MULLION 'T'•MULLION ••••.5.000'-•-'--'--•-•" Z M Vj -3.126'•-- CUf R6RET0 375• P. r0 _- 4083•TS AL.U.M. 5009.76 ALUM, 61103.76 ALUM. .3Z5' u) -� .375• .^.-• _�._CRE AT£F-•CLIP,SEti 7 � _ MIN. r. (n J X•SECTION X-SECTION X-SECTION MIN '-^ I I OEfA9.F,SWEET4 T rt Ir _, = W 1.200" 37'6' Z LU 1 ... GEHTFROF .. r__.._...._..•.. ..i r-..__._'---'� -� r__...__... .__..975' .- GS,' , f , f) 12sU'-{ --F' 1.250•.._] r-......_.... i I I I ANCHORHCL E I I MIN, j 0-- THE 1, 11 1 I I I MUST LIE WITHIN THE LTASrIrl) Q BOUNDARY.SEE _ r ' f-- L) SIiEETS 5.20 FOR l ; SV ANCHOR O.C. CFJ-• ._� i DISTANM 3.54" MAXIMUM i i W0 L 3.250' 3.25(1•. I ' I I { ANCHOR HOLE I I J 3 I I 1 I I I DIAMEfEfi; - - -.:00. 100• .100" i.._.__ I ' .....'i _ DIAMETER i_._.........__•. C~.'r C) ___.•� t..._._,___. I DIAMETER 4 1!16', rG Z`I]' 0 � .. __ In 2X0lNGLE CLFP � L(� • ' i00' ',024' .424' rL SIANOARD CLIP U-CLIP C053-Til ALUM, N .t3 NC J. ,_f- � •_•r � 6063•TOALUM. 5063.18ALUM. TOPVUV GCNTER OF ANCHOR HO!_F.MUST LIE iOPVIEW TOPVIEW •-^I.520'h-• •^I .820'f+-• ••-�,820'I a__WITHIH THE DASHED EOUN04,8Y.SEE 1,2&"X125'X.100' 1.2:;X 3,25'X,024• 1.25.X 3.U4•X.624" SHEETS 6.20 FOR THE ANCHOR D.C. TAKE C TABLE C',CUNT• --DISTANC:F.MAXIMUM ANCHOR HOLE AtiA.LfON Mut LION MULLroN D€meneloe V91uo(In)t Far rduliloO; oimanelUn ValOe(n) For Muillora DIAMETER:ANCHOR DIAMET211 1196. ' fi0ti5•T5 ALtitd, 8035-15ALUM. SOCS•TS ALUM. � -- fL6fIT { 1'X4• Fes- �1.6JP�' 1.25X9.25' X-SECTION X-SECTION X•SeC11ON 0 1.00D .125" _ G' _0.5W X.0211 ...,....._..._.asDrr- H 2.660 AII+mlr� Aluminum I 3.250 Tubo tAtAlbn -- •2.b6Y-^-•--• , ��''�• ..,126' •-) . ^-,373" F 3.187 1 1•XRX F "1151,,21"X3.94• i .5.0'/T � MIN. ^I � _._ i ' 243 AI316" 0 minIlmr I .... _.-__. .._.... - .,, H G tm rum _ H min, 1;1r',01;CT' - I MLI'1,3.000 Tu'»h'T •r 2260 1126'X3.2,' F 8 MO BuildingCod. 0.756 X.TowXX F 3 MWI Aa+�Wmtx i'!u__.. -' .725'• I ( E plsni Date ALC'ZJ -' ,�.1G•...-[`--^�--.� 2250" I � � I ; 111 I 1 3250 i-AlunlmRn � I 6U83•TO ALUM, II _____ _....•Mu11011...-., 4-",,- I I 1uro Me79ior. JY I ZT 14doprotkal15�z 3.2!.50°45'DAY MULL101; j 3.2 •� i. t I TABLEDI,,,...."...__............_._. - ti•Fii;•t•-f- 30'BAYMULLON " I ! fl ----- I 1 ene�on POT Part `���'��l}�NPl,19iJ��!7��� 6003-x8 ALUM. I / XSS.CTION t� I -.� (ah Aiullfon SId.Clip 0f71ut Clip U-CIiP Ariale clip Y`�,>QtL•"rNS••�(`'P ��•1, ,L�- X•SEOTICJV �.. ' A" 10-• C % ` h � 1'X4'Y,.125'(f0) •OD36M1 88517tH 66011227A OG824llA OG¢SEBM .; >'.• L .'`• OFFSETCLIP .Se_, ., �L•-.s .^,25'• �. 006376 hUUM, 1•XA'X.]TO•(111 SOBiU 606H2M s691f23M SG62E21A 00051tlM "•,�( 1dU.5S"lU� 7 - " -•,8tl1•'•� - TOpvjr:w 1'X4'X,375' T•(11) 65053 6W112M 6G61123M 0502421A 0065187.7 .226-1 {+•,OSt.r, .226•'- .7,10'....... :] Y NOTES: ¢ LZ 1.25'X.100'(13) 20;80 8651127M M1124M 8662AIOM eM115M � {� t 127 1.2b'X3.?5•X.826'(14) 20161 90Ot128M M112ZM 5582A11M OW5118M �]1F '( T' '•'(_;! 1)HOLESTO BE DWLLED IN THE FIELD FOLLOWING DIMENSIONAL RF-.STPJCTIONS.GIVcN ON-THIS 5HEE r'. 7.w X3.7N•X,024•(15) 20762 8991117M 688112eM 66924tH S6e517M `fib'-• ,tir`116 3a De0reo 1 WA •••�'•,;•..�LUR1U?�'',�Cfi< 2 SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE t.UCAYIONS. (� e65iD WA WA 660511oM _,___„.......... '��(20) 90960 - 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 45 De6ree FL p.E. 50706 ti ` TABLE E Mull Dlmonaon PGTPnr1K C L (chaotY} AtuHlon 91d.CIIP U-Clip Angle CIIP •��j'-'!26• I --(t"'•!25• --I h-.126• J'1 k^k dE j r X4'•X.2b"(10) SUS02- 085201M I 600277M 0565112M 2°X0`X.25"(17j - . ?X9 HC!.CLIP �LECLIP 0004 548282M 889272M 0646113! TANOARD CLIr 7.A006063•TSAtUA9POSITS ALW. X•SEQTFON 6I1NOTES: X9ERCN TICH ��^p _ --cm 3' !)HOLES TO DE:DRILL M- .IN 7H FIELD FOLLOWING I •126 I •.1"s5' A26• 1!ym OWN SIONAL RE5TRIOTIONS GIVEN OM THIS SHEET. _ .�... w No". N 21 SEE SHEETS 5 2C FOR SUGGESTED,APPROAMATE I T 1, LOCATIONS. .._. ••-1.490'•-•-j O W 31 SEE SHEETS 2.4 FOR 13ENCRAL INSTAL1.A110N METHOD& ��II .. ---6.Wo— cuTHEnE70 U —.a x0•_.. CREAIEFCL,r, __.._._6.OD0'----._—•. 375' w o 2.000 -, _ y ~ .37:' CCBEE U[:fAV,F, .;370• tt .r�.3ri, _ R11f1 ATd4. .... .. SHEET4 r'MIN, co S tt 4.060' 1 { I 1 i ''CL 1 I , I < 9,43E• t_ _._ 1 - SA38• .260•- z•x 4•x.25' I I MULLION I 3,CT0• I I < Z,Z 8063-TSALOM. I I r I e(n uo X-SEC7':ON I 1 I I I .376' z AS ..� ......._....:..____.,. _______� ..._........._, !. .-..-.,. ......__J MIN. w O II J S:ANOARDCLIP u-m.IP,6oe3-rs S4 aX•9ANCLECL LCENTEROrANCHORHOLEMUSTLIE 5063-73ALUM' SEDiORp XE'MULI-[ON,SHF.FT10 OENTCR OVAUCtIORIIOLeMUST LIE 80p3.T4ALUM 250'- Wl"HIN rFiE IU.SNEO SDUNOARY.fiF.E TO-VTcVY TOPVIEVE WITI1R11HELM6HED BOUNOAOY.3E-c TCPVIFW a, O yQ SHEEISS-2VORTHSANCHARO.C. SHITS 0.77 rCRIVEANCHORO.C. — .R• K r ?.0.'10'./__.•�.^� '—, ' �-VT�NNCE —3W•5-00"IM-..U.�j 51A1rC5I'II.H..5_O.R...H—_OI LE —- •—,Iiiii1_,. A610 CD1E4N14TEETRbCRF:A4WfQ111IIf RHOLE MtIS•r LIE „LI�III!II�IS_HEMP,A ._O0M.OIDN0"C,.H._O.RH_.O.—LE ETER:A!4CHORDIAtAETEH•L'16-. 1yiTlfINTHFrIASHEOPOINOARY.SEO DIAMETERANCI OR DIAMETER 4111.0_••-. SHEETS E20 FOR 7H0ANCHOR OC. PMAXIM DISTANUMANCHORHOLF ANCOR DIAMETER•vur. CRE -CLIP, -315 r"'SEEOETAILF. _ �_.37s, MINSHTa J— MIN. .375 -------------- !UAa:utt:<Oielod`DmpinlUpogn.0yCeiTencdJiIlc%v i(L%[Ao Fit t (r0L t0o3 �;Tual -20!z ; Gy .260' 543' 6409430' �-) I 11 2'XO'X2b' � I � 1 I I �`\� '' \GENS-'•., U05YT0 MUILIONALCM I I I I i ` � Nu.70700 I X-SECTION 1 I 11 I 376' -' •• •• j ______________ -__ ti STANDG tLUiL 346 AL 2%5/oRIALULIP •2�- 0083•TG ALUM. EI%3•TS ALUM. SIlw�re ALUAt �/ •5!p �� TOP WIN USEO FOR 2'X8•MUf.l1CN,SI IECT 1T ,�`V\` TorVIEVv A.I.L P.E.9 58 0 P.E. FL P.E.K 59705 �• DWAP' ;uINGLE1F,'RTIGAI_WILLIGN 711F BUILDING SUTLSTRATE 14 KNOWN TO BE WOOD ON ALL FOUR SIDES.THEW KIDOW FRNJE DEPTH 152.114•%7HE OPENING ACCUTAE9 AUESION PRESSURE OF.00.17.60.11 PSF, _ I.DAA7]IOP01YMFlE1-- 11 DATUJ.LYA33UTAHOTiATA 1'WRE MULLION IS S1.1ITABLE.711E MULLION LENGTH 1372',40 THE CPFC(14G WITH IS 3Y152.1•.65'.REFERENINO SHEET 25,THE CQJIIM4 USING ) � 7p'Q•• RECIIANGUWfLOAOWU MUST BE USED.SCAI'FHE 161111.1 -S FOR AMULLION THK.'ISAT LEAST:THE.WJJDOVVFRN4F,DEPTH OF 2,110ANDWILL MECTOREXCEED THF.RMIJIREO x3 -^+-----L, •^-, IlEsP7,NPRESLURE CF.60An0P.OlIV.IF THE TABLE OULU KEPT SNCY(file EYAC(612E.US9 THE N'c% T IfJtGERSIZE AVLLWLE llllll C E+ i �-6Ee �SbE FRO 51 TALLE 9A,SHEET 7,THE.1'X.2,75'X.2TS'.JULUON(LENGTH-72%OP-cNING•A1DTH=TO')IVFRETS 7140 DEPTH REQUSGV,HQYXVFA THE DE=N PIRSMRG IS-A%.9 PSF AND WOULD (yXSlG F01"WTIO'0 H OEIAIL0 N0702 SUITADLY FOR THISAPPLICAIION. flYt u} move SNLETfi 6 AaFAbA,u�\' 24 ERCM,TNTrE4A,91(EET O,THE 1'X2.70'XG30'MUILION(LFU(GTi-W.OPENING AIDTI.70')NA9 A U0SIGN PRESS:AD or-!.71Y PSP WHICH EXCEEDS TIM REGNREMENT'S.FOR'THE ' + 72' E OPEN'NG AND ANY BE USED 045416APPLICATION.NOIE THE ANCHOR CAPACITY RECUtSED OF MLB& w 7)U50 TABIC 40 TO FIND NO 7Hh ANCHOR IYPC.JtTCHOR QUANTITY AND CLIP EYP,.ReOU,RED FOR THE WGOD SUBSTFATC 0071175E 6Th'WARD CLIPNiDI(4J 212 MI.HOR9At7D 711E 2Jf9 ,p ANGLE CLIPS WITH(4)WANCHOR:HANC ACI^AOTY CF68S U1S,THDUGH EIMERONC COU:DDEUSED,TIIEST'ANDARDOLO'ISCAnirRTOiN3Ty Ail, (0 NN rJn.e,4 3)VERIFY THE DESION PRESSURE OF THE FERESTRATICN PRODUCTS USED ENTH THIS LRILLION SYBTEK THE LOA'9i DES'CN PRF.SSURE,OF M1LLIOUSCR FEW.TRATIJN PRODUGT6,Will, I I_ Cr4FFfi APWLY TO FM:OVERALLASSEMB_Y.FIN"DESIGN PRESSURE NEW RES THAT THE DU1f I P.1C MULLION AND THE FENESTRAROIJ PR(YJUCTOF.M.TAILED IVAC/.<MdLkCE WITH THF. J - J�Ir Lv5TN1ATWW SFECIFICATtONS INTO RESPECTIVE SUBSTRATES AND FENESTHAUCN?R017UCYATO FJULLIOH: 2 P3 INTHEXMNLE.FHE DESIGN FRESBURER£OUNEOWAR#:-8¢APAF..THE OVF.RAILMLLLRI.YSYRTEt7'NAB DFTERMINEDTOAE'f1.TPSPY.1TxANAVCNORwACrfYDFiLMLBS.A:TF.RNATTW.V, tu .. NOANt'H�LS 0+YA4,IY,:ri 51LL 111EN(:H AURCAPACITf AUJUSIKIENTFCRAIULACOUID HALE BF.ENWED.TOCALCIA,AT--THP AI4GIW-IORQA0AC7Y REQUIRED FOR TEXACT DE6IL4 PRESSURE OF GOPSF; 03m r-•.l4!!.L n1DIl I 6J3 LD9 (DOPSP;•X�--)=S24.9LSS (NAYOE USED 70 QUALIFY D IO STEEL SCREVI9 PROM TAD',E 40) PSF -.- cAErrla wlrJRl - ...-• 727 4i P $ yy THE BI111DBJG 3U6STfN'il'.19 NNO'M(IOBECMUON THE JAMBSAND USGSn C(N4CR@TIG HEADER MlDSIL..THC VAN7D'JJF•AAI.YJI:E1'1H IS2•R1Y.TIIR UPENNGREQl11RGSA +4i'• W OF SIGIP17ESSUPEOF-D3.01•SSA PSF. J L FORTIr:VERTICAL MULLION; !- T)INITIALLYA3SUMDA7HATA t•WIDEMULLILIN.13 SUITABLE,THE MULMONLENCT1115721124111CS'NIL111LH. -' 2 4 o p iS,kEFEWENCIHG SHFE:_2S, Q 2 m 151E COLUMN US0J3:4ECTA:OUV,R LOADING SHALL BE USED.SCAN TFOEtAULUON TABLES rOHA FE&LX)NTHAT IS AT LEAS1911E LA1NDOWFRAVE OEFTH OF 2,D•x-ai YL ~ y No MEET OR EXCEED THE REQUIRED OESiGN PREESUILOF•50.M-BS.O PRF.IF THE TABLE DOES HOTSHOWTIE EXACT SIZE,USE THE NEXT LARGER WE AVARADLE y IU„ FXA'APtE-Z:.y IPLF N':U'_1045 y FROM TABLE SA,SHEET?,THE 1'X2.15-X.375"MULLION(LCNOTI(-^.N*,OFEN1NOWDTF11-WI 1EETSTHC DEPTH REQUIRED,HOWEVER THF.DESIGN PRESSURE IS+J-L9.1 PSP 2 P N r.,l l tanN.I r AND WOULD NQ BE SUI FA31.E FOR TICSAPPL;CATION. F•- 1.. C1 Q I=EO FROM7A`1.E-12A,SiFECTIC,THE7'X4'X250'MULLOIi)LENGTH-10:•,OPEN NG WIDTH-80')FUSA F)t51CNF7munc01'•;.6a7PSF MUM EXCEEDS THEAEQUIREMENTS � N T `•.A FORT'15OPENNGAND IMY OC USEDIN THIS APPLICATICN:NOTE THE ANCHOR CAPACITY RRd.11OF 071 LFR. LLL OF.TNLS. } _XE fRAT St•FET9 BECAUSD.IT NOW KNOWN ttESIGN RCSS?ON IIS SOIL APPLIC 14F-WSDTHOP TiIE'LULLED UN1i.THE AONSTEOOPEHNG V0CTH 650'-5-`i 2'=14',N0173'AS PRC•VIOJ_4.Y S �R� �` 1 � -.Hp•p,�fy 7a A59L'T/ED dLRIFY Tl4TTHE DESIGN PRE3S:JIiti1S S7RL APPLICABL£FQ4 TIiC ADJUSTED OPEFING,AL7M2NATNELY.TIfEYt�AN N17TH9 Y..aY�REWC?BTO NNNTAIN - I � nrrgwr,L• � THE T7DfWEN9'ON�15.12'+3E•7P<vY.7n•} 21 USE TABLE!26 TO FIND THE ANCHOR TYFE,NIC4017 OJANITGTY AND CLIP TYPL:RECUIRED FCRTHE CONICRETE SUBSLRAT?NTNlSEXAAIFtF_ASU52THEPOUrED I. 1 CCNt:iLI HL 1DEr(ANO Si.t.AHE O•lvuU.¢iHF IJUI_Lxr CUP WCRC TO OE Ci:TJ2RE0 WliT{NTI ESS',CAItF.MUSTBE FAKENTO kq;NTA'H THE ASTENEA'S FDG&DISTANCZ, Ott, 7-'-'"-'c' + +•-..}., WHO THECTAYOARD CUP WITH(613-16•ULTRACUY NICHCRSA7 RJ EDOEDISTLYCCOr;-A2'OWES AY'ANCHOi L71PACtTY OF 1030 LOS W111CI 19 GRCA14R AND UK.IH ••SEE L \.SEE THF.FGr0RF.SU,TABIF,FORIMEXQUIHF.0 ANCHDH CAPACITY OF e7LLRS t OErANL 1 MIA . �l.�L{.@i CA2'U+E THTEIS2•2 `� d:^"Ta LCA-THP 1,10-R-rM LL4lM HM3IIfIf BECAUSE DIEVERTICAL MULL Wr-I.B9A,j'X4'X.2.50-MUIIIOK,GNTHIS EXAV+-LF.WE VALt.MATCH THF.I GOREiCNTALAKOVtiRHCAL MULLIONS,AL WOSATICELY.ANOTHER To t0LL10NTYPE COULD BE CHOSEN, 110¢2 T(i-rl)'RRYISOC cre I in V,Y,o FIrldF ,)ThEt1ULU01J 1.[t1GT111^..36'ANC THE OPENING w'.IC.'IT IS W.77•2'=IOE'-AEFE'SCId7NO G15[524.THE COLUVIY UE4hO TFAPP206DAVFRV.VCWVALOA!XJR UA-BE. °1°F) [rv+ USED.FROIA.TABLE 12A SHEET 10,THE 2•XA•X.2-0•MULLION(0LENGTH-42-.OPENING HEGCH.T 1207 HAS AU=SK:NPRESSUREOFi4170.DPSFWH!CHE7.L':EDSTHF AU="Ir-cub-03 REQURELIFNTS FOR THE OrCNNO AND MAY RE USED N'THIS APPLICATION.NOTr THF AWIRIPI CAPACITY REWIRED OF 621 LBR. E. l F!N i 2)USE TAKE 120 TO FGN07HP ANCH:nI'fYPf:,AVCHUR WANIDY ANO C:.IJ'TYI'E rtECUIR[DF077M.0 dC C $UU.°l.•+ATC.IN 7H5EX4'A?L,A.SSURGE TIC GMU LJAOS APE b' 117 A KTOE,i 19BULLION CUP WERETC DECE.NTERCO MTHIN IHC D•,CAREMJST BETAKENTUMAtJrNN marA4TE`reS FDGE C(STANCE,USING TFfc.2NOF.11011.CLIPS141TH N1I Duh F,g14R l 7` (4)3116'ULTRACON ANCHORS ATAN EDGE D,STANCe OF VGIVES A`JANCHOR CAPACITY OF 540 LIPS"r-1111H 15CRI:F(FR,AND THEPEFORF.SUITAILE,FOR THE RSOUIRED 111111.111 r J� ANCHOR CA%=ACTTY OF'Qll 1.119. J' .(uNY.dI•.AiA \ yyV y(rvz .,._`�„_Y;110nV.�f 4)FOR T1C UCl.IP IN THE HORi2QF1TACNW.IJOH TOVcIl11CAL 14U LK1N,Luh.'"1510 SAA0:ANf:1LOR CAI nGTY(IFS'J1 LES.TAD1 E 129 FOR THE U-0 IF SHOWS THE ANCROR 7AAL leHOIIi uUlEEN0U1 Y,'HICH IS OREATER,AND THERCORE-.SUITABLE,FORTHE Re(NJREO ANCHORCAPACITYP.EOUIREttF.M OFfi2i Cm,Tim ��• � CAPACITY 7974 LOS"Ell USIN09NJCNC(i9, , e-OPEM10 MD01TCnVOER[N.!.YAt^---• 0.YCHOR TYLE IS r.[4737EEL SGACVV. •_..y(: No:DJ?Ob FRCN THE ABOVE STEPS,OUR MULLION DESICN PDESSURL 15: _ ' 41.04.7 PUF r•RUM THE VERRCALWILION; L`t' 1A 1J 1b Lw•' +A-17C.OPSFFROfJTK3WF.C,WONTAL%ULLin4ATTAC4?iQTOC65J; %,p'•, -A D I JU; TIIELCPSFHtOM TN PRESURIELS 41Ft1ILLW.ND WOUI10JGPLTI ALL OP HEU14LIO14S RSL'CHON1 "L)'• DAF. �J: TI IST-OVtF.9 F DESK'N PRE99URE t9 rl-8a7 PSF ANDY!0'JLII APPLY TO nLl OFTF¢NIJLLIOIiS '•'0`R�''•-!'WlilUp•-�•rj<�i ,Ar•PL• .. C� VERIFY THE OCEION PRESSURE:OFTIIE FENP07RATOf1 PRODUCT SUSED YATIi RHES.VtI'•Ll1UN SY5TEM,TaB LCiV.cR OG;Jf.N FRP..:SUIK.OF M'JLLIUTL'pi PENl�S1TNTILHI A,,.+/(yNpl'�'l i• -J ,�._+_ PROOUC TS.WTlL AIPLY TO THE OVERALL ASSEMBLY.F01AL DESESN I-111MURE REOUIRES'HA'THE 607.4THE LJIXUON AV9 THS FENESTRATION!PHODLIOT RE INSTALLED W X. KINES�, _.ACCOPUANCE Y•171,17H8 INS TALIh71O.V>J'DCIFICA 111,11i IA(TI7 RSFPFCTIV-BUS47PATE2 AND FENESTRATION PRODUCTSTO MULLION. FL P.E.P W05 Eq�J ,YANPI.FS OF RECTANGULAR LOADING: EXAMPLESOFTRAPE.ZOIDA'Jfl(IlULAR LOAOINO: I - PW i1 2 PIZ i "SHJDH SHIOH... ; , f -fr'-"::,L:.:`°"._•.�..,. :c�,mm�w.,_Incn r f -lo LOADING OF VERnLA_I,(UWCN LOADING OFVEHTICA'.MULLION yp 4 SILL OF W.NnOWS HOT ANCHORED VATH INTERSEC144V HCWZOPITAL MULLIONS I / / HNOEU DOCR LOADING OF VERnCALMULLION 3 )' -. PY I•�•• „` � _._=•._-.�c:- _.�:.-- __. .Z�� to p C r„r..•�..., �r /--• r ; lOADINGO-HORIZOtAMMJLWC:i LC.AOING OF I IOF+- . MULLION _. �,.... 011:1 W •- / i / / / it `sIVDH s1L•un-.. .. ✓.,. L ,.- .�L.•,.c -:../ I - - - J l T .I a B x i, swrDH I, L,Tni i of f U Q S j r I y i It zoo :....�.-- ,,.. � � u.;.,—.���.. •-..alb � � / �� � .f// � �/��� ._!J� .r. ! I.pADiNGOF,.-RTIGAL.ML'LLION LOADING O?HORRONTALMMLICH I ,__1_----•�I / f- .� ;/��i C i � `I S3Of•WNDOM.;NOT AN"CMREU ;Mni JIM-RS-.CT15;GVF.RI N:7d.,WU.ICV LOADING OF-2)HORI20`im.MULLiOris LCACCLIAU Ui'I,ORI,0,4tAL f LOAMNO UIf HORIZONTAL t4U111CN t OAOR ,- f✓f�7 �'. PIN ; NOTES: ^:COOL:f ItEvisim 1)DRAWINGS ARE .f 1 I _ I. +s n+n9y46 nlh Jro Y(MEe RERESCHV TATIUN5 OF TM{C.4L rn CONFfWF'AlONS. n.Fl,.l�f' 1fiaP •a3 MAY71E EXTRA OLAI`EC f t0 iUY 1NII, Om� iD2 ;.Il�nl' 1'nwui C `t/ OSESrtOWV. r va4e1 2)I°n1EI.0AO WG TYPI'CANNOT DCOETENMwED,W"= FV% FW PW / % /// / RECTANGULARLOADIR6. \::.••�,� ,t1Nb '•,T' i / I t tTr' � ,• - ,---} �y r�.+,••,.I I --I- fF- 3)SEE PRDOUL'T9'JLPFROYAL FOR JLOAOIA00,VFRTICAL MULL1014 LOADING OP YVIMC%L AIULLICN ACTUAL ANCHOR LO CATION:, J !+ PANEL(JF.HIN(.LO OOOR!S NOT CAP?TIRED CR ANCHORED WITI I INTERSECTING H7N11l.ON1ALMDlldOrini I '� �� �+J _7 I �'V,•f+t ryr16;.. 1. scu 11 + bili LOADING OF VFRTICAK L DAO.JJ OF H01OZONTAI A��N/1�+/1��l,�Fti FSk. �.'"T��"'T+. MULLIDN MULLIONFL) E tiR70.5 tom°