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FAee cMU P7 Waod Mebi (�)X( �=ANCHOR CAP.,,, 5�16'Elco 114•SSEeo 918'Eko 1/d'SSEko N106leel i1f2SIeeJ N126teel MULLIONCAP.,,,�,,,,,� a m h a l y p e 31trExounrxon vi•EEoul�recm U� 3na'Ekouluxan t7<•EkoUareem A�� un�� A�� (Q�sorew(cs) serew(c51 USETHISFORMULATOOBTAINTFiE'ANCHOR Anchor Cilp Pettems E�,�ti„�,(h} r 2-�2' r z-�rz, a-uB. �, p'i2- r 2'�7 r yvs� s' o.ae• 0.5�• oas4' CAPACITY RE�UIRED•CORR E S PO N D I emncanen�nY +ar f�r4' ia�r i-�r4' z �aw- �•ir�• �ab• �-va• �-v�• f.frt• Y taia �3�s• vedes ACTUALPRESSUREREQUIREMENTFORTFE bed 2Anehon�5•1krt o.c.l R)�5 AMk qips/ffIp.1C 3so ws aeo�bs 45o roe 890�.i 1700 lan s7o m� aEU iE.+ 35r 740 Gs 374 ros 72o ws e4e m 3�7 wa M2 im 6eo tos OPENING.WHEN 1T IS LOWER TIiAN THE MUL O 4 Archor��3.5'Mlrt o.C./21�5 A�ryle c7ipa/ffb•2Y 7eo wc 7su wa 790�m ts�o ibn 25251bs 5�0� 5eo ibs run t t2o im 7+e ita eeo im ieo2 ma ee2it ees i� i�zo ros CAPACITY(FROM THE TABLE)OF THE SELECTED BArrohore�271•Mino.C.l(21�5AnplofYms/(Fb7k �12016s 7120105 95b�Es 7248�Gs 7]3��f WA Blolbs WA 1a59Ibs wA 1320I0.� WA tP�xlDs t32Tins t6BODs MULLION.ITWRLYIEIDAMWIMUMANCHOR CAPACITY WHICH MAY HE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANqiOR CAPACITY TABLE. YR(ia�UCf 2EV15ED aa can,plying with Ihe wlotidi FIGURE 1: Ruilding Calc . TABLE NOTES: Accept�ceNo�rv'�18.03 �� 1)SEE SHEET 1 FOR INSTRUCTIONS ON USWG THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. piislim DaEe �D Ii� SEE SHEETS 2�FOR GENERAL INSTALLATfON METHODS. ey Mi Dade Produel 2J LINEAR INTERPOLATION HEfWEEN MULL LENGTHS ANO/OR OPENHdG WIDTHS IS ALLOWABLE. ��i��;�I� FIGURE 2: 3)MULLIONANDMULLIONCLIPSSHOWNARENOTTOSCALE.FOREXACTDIMENSIONS,SEESHEETS21-23. '12� ��jc��,� •� •n��lF�� � � � � HOLES TO BE DRILLED W THE FIELD FOLLOW ING DIMENSIONAL RESTRICTIONS SHOWN ON SHEEfS 27-23. �. �� '��F.IdSr ' � �� FIGURES SHOW SUGG6TED.APPROXIMATE HOLE LOCATIONS. ` ,;'i . 4 S U B S T R A T E S.C O N C R E T E S H A L L C O N F O R M T O A C I 3 0 1 S P E C I F I C A T I O N S.H O LLOW AND GROUT•FILLED 3_Z50� p�o.;i8105 FIGURE 3: ONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED .///' ^ � � � � YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE BOGi�T5/WD BE A MWIMUM OF.125' ��J�/` �� ,6 � �r= THICK.STEEL STUDS TO BE A MINIMUM GRADE 33AND.045'THICK(18 GAUGE).STRUCTURAI.STEEL TO BE AT 30�gqY � f� �Af�lpf :1�1� �� LEAST 125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOIJO MULLIDN ��n��•..Fl.nRi04;•� (J\� T H E M A T E R I A L.N 1 0&q 7 2 A N C H O R S I N T O W O O D M A Y B E S T E E L,1&8 S.S.OR470 S.S. .. .• c�� ��'%,;�/OPII•\�.-�•�• ANGLE IX.IP(FtGURES 7�)MUST BE USED IN PAIRS. A.LYfVN MIL'L�R,P.E. FL P.E.#58705 -