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Ho4avCMu Fi�MGAu PTWood Mnlel ��Pb)X ANCHORCAP.u, uj �"; o <br /> MULLION CAP.,,o,,,u <br /> Anchttlypet 37tff Eko4AUBcon 7[4'EknUlVacm "��B�Ek° &f8'EkoWutten 1!4•EleoWtrecm ��4•SSEko W10Eleo 1/TSSEko tl1051ee1 S12Stee1 W2SIed � ''++r. ��y+ Y <br /> An¢hotCUpPaFtet08 titi� n4pe�s�ar uuecon App�e�atw Screwt�f E�rc'++«7 sorew(cs) USETHISFORMULA700B7AIN7HE"ANCIiOft <br /> Ertpa Wienca(hk i' xtin' �' 2-in" 3�v8' r z-rrr r zarr r 3Tre� r a.as o.sa- a.32s� CAPAGlTY ftEt2UiRED'GflRRESP6NDIN�TO Atd � y( Q p O <br /> EmMdnenl in 1-3N' 4L4' talP 1-9M' T 1-IIP 1-074" t-t/4^ 1-111' L1�4' 1d7{• Y 1.118' 1�3ld• uvles ACTUAI PRESSURE R£QUtREMENT FOR THE Q t- <br /> Y A�mhas�14.75'Mln O.C./Slarqa0 w OOSM alp(Fq.1k 3eo ros �so u+o nw w.+ mo ro� �eaa m. s�o its seo iw s5a¢u 7to iW 37410a se�ies e�s ms xi�s aaz iro eso ro.s OPENING,WF1EN IT IS LOW ER THAN THE MULLION a� Z m� O <br /> innenaa@LtsMtn.a.c.tawnaeratmo6cUctip�q,2x iBpiDs 760ttro H�a wa Wn WA �800u tUA N/A wA wn wn 6azoa BBStm ft20ros CAPACITY{FROMTHETABLE)17F7HESELECTED �� �Q.�� <br /> 80 <br /> aMcha.�3�nuna.c.1R}a6aq�e{Yipst�fq.7Y TEORa 7dUms ewms tseaNs i89o�w sto� 5601bs wA 7eatM 7<atm esoms isn�Es ba2� easaos ts2oms MULIION.ITW[CLYtELdAh9INIMUMJWCttOR � ..� � <br /> 2 McAae�D.4S Mm.O,C./LLUip,In10.125'AWm.�FIp.4} WP WA WA WA WA WA IUA WA WA WA N1A N1A tUA N/A 715 ma CAPAGITY WHIGH MAY SE U3EII TO QUAU�Y <br /> 1 Anohul Fcup�Fq.6g tOSms t95 ws azs ws �451ss A?z ms Yss ms 140 roa m roe 3�oma te7 iee aas w� n7a roo 17a m+ nt im Reo ms ADDfTIONAL ANCHOR OPTION$FROM TNE <br /> znncnaB��.ss•nsm.o.c�Fao��.sl: zao�a aw�es eua wn wn w� �oo�w wn wn wa wa wn xiros o�2io� raoms ANCHORCAPACINTABLE. <br /> NOtE_F4R THE d1-FSE'i'CItP.USE TFtE SAN+E ANGH4R PAT[ERF7 AND AMGHOR YALtlES AS THE STANDARD CLtP. <br /> FIOURE 1; FIGURE2 TABLE NO7ES: <br /> �'"---��� , , ..... . • PROD gCT RCVlS60 <br /> S}SEE SHEf71 F4R tNSSRUCitONS ON USlNG TNE TAeLES AND SHEET 25 F4R INFOf2MATlON ON LOAOING. as mmnlying wiih Ut4 Flariih <br /> SEE SHE£TS 2-4 FC1ft C�ENEF2AL INS7ALtAT[�N METHPDS. ---; 9.OW' (�»- Q°'�� �O <br /> rlccePtancallo�a"� <br /> 2)LINEAR IN7ERPOLATION BETWEEN MULL LENG7HS AND/OROPENING WIDTH815 ALLOWABLE. r ex ire�i Aale I <br /> FiGURE 3: I Dy <br /> 3}MUI.LtON AND MUCUON G.IPS SHQYJN ARE N6T TO SCALE.F6R dCACT DthRENSIflNS,SEE SHEETS 21-23. �tginmi o Product <br /> • • � � HOLES TO BE DRILLED IN THE FIELD FqIIOWING DIMENSIONAL RESTRiC'Ii0N5 SNOWN ON SHEfTS 2f•23. 2.6D6' � <br /> FIGURES SHOW SUGGESTEO,APPRpXIMATE HOLE LOCATIONS. , <br /> M16LE CllP MUST BE t3SED W PASRS. ���\ �1'NN /�q ���/ <br /> A}SUB$TRATES:CONCRETF 3HAll.CC7NFORM TO AGt 341 SPEGiFICATIONS.HOL�OW M1D GROVt'-Fll4ED 125 ``��\�{ � ���F����� <br /> CONCRETE BLOGC UNIT(CMU)SHALL CON�ORM TO ASTM G46.WOORSHIU.L BE PRESSCiRE-SRENTEp \ �,C2 ,��1C��5� � <br /> FIGURB 4: FIGURE 5: FIGURE 6: YELLOW SOUTH6RN PINE WITH AN SG OF 0.55.AIUMINUM SHALL BE fi0G3-T5 AND BE A MINIMUM OF 12S' F ; �, �t % <br /> � THICK.STEELSTUDSTOBEAMINIMUMGRADE33AND,045"7HICK�I9GAUGE)STRUCTURALSTEELTO9EA7 1^XYXA25•MU�uoN _.�;. No.�87b' l <br /> LEAS7 125'TMiCK AND A38.Atl ANGHORS INTO METAL SW\Ll EXT£ND AT L£AST 3 SCftEW 7HREA05 BEYOh'D <br /> � � ��_� TH€MATERiAI.#10 8 Ht2 ANCHORS INTO WOOD MAY HE STEft,t8•8 S.S_OR 4t0 S.S. jf' `.�LJ/^^".'"Y� <br /> _..rll----'-'� �-c,'4-L�����iF� : �= <br /> -.'�J, . Si T6�f .��: <br /> �L;{�� . tGOFA�P.•��(};. <br /> ,,�S�jp�yj�` �`,, <br /> A.L'Y'NN im�44�R��.E. <br /> FL P.E.#58T05 <br />