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1
<br /> MAXIMUM DESIGN P> L-Mutt RESSURE CgpgCITY' Length(in) CHART(PSF):STRUCTURA!MULLIONS(ONE-WAY)
<br /> 98.0 20.0 22,0 24.0 26.0
<br /> 26.0 100,0 100.0 100.0 28,0 30.0 W-Tributary Width(in) )
<br /> 100,0 100,0 100.0 100.0 100,0 7 32.0 34.0
<br /> 28.0 100.0 100.0 100.0 OO,D 100,0 100,0 36.0 38.0 40t0
<br /> 30.0 100.0 100.0 100.0 100.0 f00,0 100,0 100.0 100.0 100.0 f 00.0 100 0 100.0 100.0 100.0 f 00.0
<br /> 32.0 100.0 100,0 100. 100.0 100.0 100.0 100.0
<br /> 1 Q0.0 100.0 100.0 100.0 100.0 0 100.0 f 00.0 7 100.0 t00
<br /> 0 48.0 50.0 0 C UV Li
<br /> 34.0 100.0 1 100.0 700•d 100.0 100. 700,d t00 d 100 •d 100.0 7
<br /> •0 100.0 52.0 J
<br /> 00.0 Q 100.0 0 100.0 OO.Q 100.0 100.0 t
<br /> 35.0 100.0 100.0 100,0 100,0 100.0 100, 100,0 100.0 100.0 100.0 100.0 100.0 � eows aoo.:
<br /> _3g•0 100,0 100.0 100Q 100.0 1 0 1Q0•Q 100, 100.0 100,0 10Q.d f00,p AMENIEA"CRAITSMANWWS,NppW
<br /> 100.0___1.00.0 100.0 100,0 00.0 100.0 100. 0 100.0 f00,0 100.0 100.0 100.0 s 40.0 100.0 100.0 0 100.0 100.0 100.0 f00.0 00,0 10D.0 0 100.0 SE EA LINEWN OWSo 0MspppAS
<br /> 100,0 100,0 100.0 100.0 f00.0 idQ.O 100.0 100. 100.0 100. 100.
<br /> 42.0 100,0 100,Q 100 d 1Do•0 100.0 100 t00.0 1pd,0 100,0 100.0 1d0.0 100,0 100.0 100,0 100.0 100.0 t00.0 1Q0.0 oNESnv¢auNE00NE
<br /> 44.0 f00,0 100,0 f00.0 0 100:0 7 100.0 100,0 100.0 t00.0 t00,0 NOPCNetepotz344'2�e08902
<br /> d6.0 100A 100.0 100.0 100,0 100,p 00;0'-700,0'-100.0- 100,0- 100.0 7 D0.0 t00.p 100.0 i000
<br /> MULLION „az N
<br /> 00,0 100.p 1
<br /> 100,0 100.0 100.p 100.0 100.0 100.0 100.0 100.0 1QD,0-_ 100.0 f00.0 1
<br /> d8.0 f 00.4 100.0 100.0 1 100.0 100.0 f 00.0 _700,0-
<br /> 50.0 1Q0.0 100.0 7 100.0 100,0 100. 00.0 700.0 100,0 1 .0
<br /> t00.0 0 100. 00 100.Q 100.0 7
<br /> 5$0 100.0 100.0 Od.O 100,0 100.0 D 100.0 100,0 100.0 D. --
<br /> 0 Q 00.0_ 100,0 f
<br /> iDO, t00.0 100.0 100.0 fDO,D 100.0 1
<br /> 00.0
<br /> t00.0 100.0 100, fOd,O 100.0 1Q0,0 0 100,0 700.0 700,0 100, 100.0 100.0 00.0
<br /> 54.0 100.0 100.0 0 1D0.0 100.0 100.0 100.0 100.0 100,0 0 f00.0 f'00.0 1d0, -- � �1
<br /> 56.0 100.0 100.0 f00.0 100.0 100.0 7 100.0 100.0 7000 100.0 100,0
<br /> 0 t00.00 _
<br /> 100.0 100.0 100.0 100.0 100.0 100.0 100.0 00.0 100.0 100,0 100, 100.0 700• E
<br /> 58.0 100,0 0 100. MvuioN �i
<br /> ll
<br /> cc
<br /> 100.0 100.0 100.o foo.o 1oD.o 1od.o foo. 1od.o 100.o t
<br /> 100.0 100.0' 1
<br /> 60.0 f 00. 100.0 100.0 f 00.0 f 00.0 100.0 0 100.0 t00.p 00.0 100.0 100,
<br /> 00.0 100.0 700.0 1
<br /> 62.0 0 100,0 f00.0 100.0 100.0 100.0 10D.0 1D0.0 100,0 100.0 100. _ _
<br /> 100.0
<br /> 0 104 Q 00.0
<br /> 100.0 100,0 100.0 100.0 7 lOD.O 100.0 100. 700.0 100.0 100.0 100.Q 100.0 f00.0
<br /> 84.0 f 00.0 100.0 f 00.0 00.0 100.0 Q 100.0 100.0 a. �..,�
<br /> J uf�
<br /> 10Q. 100.0 100.0 "2 ��
<br /> 55.0 100.0 100.0 f00,0 100,0 70Q 0 100.0 100,0 D f00.0 100.0 100.0 wz-� w2
<br /> 100.0 100.0 100.p f00.D 100.0 100,0 100.0 t00.p 100.0 99.i 96.5 99.3 97.5 95.g 100.0 99.6
<br /> 68.0 100,0 100.D• 100.0 100,0 100 0 100.0 f00.0 97•5 94.5 94.2 92.3 9 '
<br /> 91.9 gQ 7 4.6 g
<br /> 70.0 tOO,d �Q0 D 100,0 100,0 10Q.p 96.6 93.2 90.3 89.6 87 7 89.3 3.6 92.8 _
<br /> f0o.0 100.0 96.5 92.7 87.7 86.0 84,6 88.2 87.3 ONE-Wq 72.0 t00,0 100,0 100,0 1000 97 f 92.8 89.3 86,4 85.5 83.5 83.4 825 Y MULLION DIAGRAMS
<br /> 74.0 100,0 f00.0 100.0 1 98.4 93.6 89,0 85.8 83,9 81.7 79.7 81.8 80,4 79.2 f00,0 100.0 Q0.0 100.0 95.1 89.3 85.7 82.9 80.4 78.0 T6.6 78 t REMARKS 1o0.0 97,3 90.3 86.1 82.5 79,7 77,2 78.2 76.3 74 6 75.3 74 2 By DATE
<br /> 91.9 87.2 79.5 79.4 72 1 73.1 73,1 71-A 6TH I EDITION
<br /> 83,2 79.7 76.2 76.6 74.2 T2.1 71.4 69.9 70,7 AG 10/17
<br /> TABLE NOTES_ 73.D 70.2 70.2 68.5 67.0 68.6 675
<br /> 67.7 65.5 63 5 65.7 64.5
<br /> 61.8 60.2 58.9
<br /> 1• SEE SHEET 1 F
<br /> &CLIP OR INSTRUCTIONSSN[gANpInFFIFtEp Npt Cb D MIipNA3>ECH
<br /> DETAILS. ON USING TABLES. FpoM E"E�°;�MFis ouFSE,nFp�F rop
<br /> 2 LINEAR INTERPOLATIONSEE SHEETS 4 FORTYPICAL
<br /> ENGNEEfl Op Ap vLL E BET DO MEWSF°AEA u,.1
<br /> 3, SEE THIS SHEET F BETWEEN LISTED n PICAL INSTALLATION M _
<br /> 4, SEE SHEET 3 FOR SPECIFIC
<br /> IFIC ETIpIMENSIp�DIMENSIONS METHODS \\�\'il h,
<br /> WIDTHS qNp SPANS IS ALLOWED. (�
<br /> 5 ANCHOR REQUIREMENTS: QUALIFIED ANCHOR
<br /> Ci��''�
<br /> •WOOD:t412 WOOD SCREWS HC�►1 CLIPS
<br /> •CMU:114"ITW TAPCON '1k ' N 7 7 O
<br /> •CONCRETE:1j4"tT 71}
<br /> •METAL:#t12 SELF-DRILLING
<br /> TA ? O S A OF :Ct
<br /> 6, INSTALLATION:#12 S DRILLING SCREWS
<br /> WO SUBSTRATES
<br /> (GRADE 5) 0 lop,
<br /> WOOD"'-- ANCHORS SHALL HAVE A
<br /> •H 006O ALL BE MIN, MIN.EMBEDMENT OF 1_ \�`
<br /> S.G.=0,55, 1/2"&EDGE M-"ULL�ON AN�HpR BRACKET SO- 'FJ
<br /> HEA61E;gTF!!11 t i t s`t\\
<br /> DI NORERT,P.E
<br /> HOLLOW�M U ANCHORS SHAIt HAVE STANCE OF 0.75" -1 S.DD" ..��2722 "a E.BopN�A U SHAH BE MEDIUM A MIN,EMg FOR WOOD ALUMINUM(6063-T6)-'"T230�) EePE cEN°7"a eE
<br /> •CONCRETE ANCHORS S UM WEIGHT EDMENT OF 1 S
<br /> HALL CONFORMING T &EDGE DISTANCE CREW OR MULLION TO MULLION FL a: TO
<br /> CONCRETE SHALL gE MIN HAVE A MIN.EMBED O ASTM C 90, OF 2 ANCHpRING
<br /> •METAL ANCN 4000 PSI. MENT OF pap-- �L606
<br /> STEEL L ANC B RS SHALL HAVE A MIN. 1 3j4 �E EDGE DISTANCE :.pr z.0z
<br /> THICK ALUMINUM BEMIN,18 GA. (3)THREADS P OF 20 O.:S• O + DATE;
<br /> 10.06.17
<br /> (0.045"THICK)33 KSI YIELD BEYOND -�- DwG.BY;
<br /> 6063-T6.WITH MIN. &ALUMINU METAL STRUCTURE. O AG CHK.aY:
<br /> EDGE DISTANCE OF 1"FOR M SHALL BE NTS 1iFIV
<br /> BOTH ALUM. MIN,p,1" 2.00---� sca�E:
<br /> AND STEEL, MULLION�ON_ANCHOR BRACKETS
<br /> 2_724 Dwg.a: S WD014
<br /> AL_ UM M(60637 6)222 PARTail-�gdz� SHEET
<br /> FOR CO NCRETEANCHORfNG
<br /> OF IO
<br />
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