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MAXIMUM DESIGN P
<br /> L.Mutl U RESS
<br /> ength(In)r ESs RE CAPACITY CHART(PSF;
<br /> 24.0 20.0 100.0 22.0 ) STRUCTUR
<br /> Trib AL MULL►ONS_
<br /> 2G.0 100,0 100.0 100,Q 2G.0 28.0 30.0 W utary Width(in) (ONE-WAY)100,0 700.0 100.0 32.0 34.0
<br /> 28.0 ! 100 700,0 3G.0 �'•'""""•
<br /> 100,0 i00.0 p 100.0 100:0 100.0 100.0 38.0 40.0
<br /> 30.0 10D.0 100.0 100,0 d2•D
<br /> 100.0 100.0 1p0. 100.0 44.0
<br /> 32.0 100.0 100,0 100.0 1pp•4 fl 100,0 100.0 100.0 100.0 4G.0 48.0 34.0 t00.p 100.0 100.0 100.0 100.0' 100.0 100.p 100.0 100.0 100,0 100.0 100.Q ;00,0. 100,0 100.0 SD,D
<br /> 700,0 100,0 100.p D iDO, 00.0 100. 100.0 100.p 52.0 lJJSjlv6rLjne
<br /> _ _ 36,4 100, 100.0 100.Q 100. 100.0 100.0 100.0 100.0 7D0,0 100.0 100,p 100.0 100.0 100,0 100.0 100,0 100.0 wNoowF.o"---38.0, _100.p 100,0 100.0 704,p 100.p 100.p 100. 100.Q 700.0 0 100.0 •s
<br /> 0 T00.0__�pp.p 1 p 100. 140,0 100.0 100.p 100.0 1
<br /> OO,O 10p,D AMEPlCAN CRAfiS DO a
<br /> 40.0 100,0 00.0 700.0 140,0 fl 100,0 100 100,D 100. 100.0 1p 100.0 100.0 PLYGEM WIMN WNDDq'S
<br /> 42.0 100.0 100,0 140.0 100.0 100,0 ipp 0 100.0 100.p j00.0 100.p 700,p 100.0 700.0 100.p 100.0 1pp4 SILVER LINE W NDows AND DDOPS
<br /> 44.0 100.0 104.0 100.0 100.0 100.0 0 1
<br /> 100.fl 100.0 100.0 00.0 740.0 00'0 1
<br /> 100,0 100.0 100.0--100:0 140.0 00.0 700.0 1
<br /> 00,0 100 i 100.
<br /> 4G,0 lOO,p 100,p 100,0 1pQ 4 i 100.0 100,0 100.0' 100
<br /> .p 1Db,D NppiN BRUNSW�DRNE
<br /> 100.0 100, DO'0 100,0 100.0 100.0 100.0 pN:{8001239d,g,DB902 48.0 100.0 100.0 100.0 00.0 100.0 100,p 100.0 100.0 100.0 14Q'p _100:0-_1pp0 700.0 100A 100.b 100.0 100.0 MULLION N N
<br /> 50.0 100,0 100, '100,0 100.0 100.0 100. 1bD,0 100. 100,0_- 1D0,0
<br /> 52.0 100.p 100.0 140.0 100'0 100.0 100.0 100 0 -
<br /> 100.0 104.0 1 100.p i 100,0 100.0 100.p 100.0
<br /> i00.0 1p0.0 ;00
<br /> 54,0 00.0 00.0 100.0 b0.0 100,0 D0.0 tbfl•p 100.0 00.0 i
<br /> OO,p 4'p 1
<br /> 100.p 1DD
<br /> 100.0 100,0 10fl. 1000 1DO,p 100,4 100.p D0. -
<br /> •0 100.0 100.0
<br /> 0 100.0 1
<br /> 5G.0 100.0 100.0 100.0 100.0 4 100.0 100.0 100.0 100.0 00,0 100.0 j 00,0 100.4 -
<br /> 100.D 100.0 1p0.0 100.0 100.0 100.0 100.p 10QD �00.0 100.0 100,Q
<br /> m
<br /> 1p0,4 M-UUION r' °j ¢ O 58.D 10 - 100.0 100. i00,0 100, 00.0 100.0 100,0 ---_t - ^q�-�o �f•��a�
<br /> 0 0 100.p 100, 00. 0 100.D 4 100. o 60,0 100,p 1 100,0 0 100.0 1 0 100.0 100.0 p 100• N ¢ s ^700.0 100.0 00.0 100.0 10p.0 j 00.0 100.p 1
<br /> 00.0 100, 100, 0 1 0 �m m a a
<br /> 100, Q 100. 0 44.0 *t w
<br /> G2.0 100. pp, 00.0 100. 4 100.0 1pp• 4 100.0 100.0 140.0 100.0 100. � _z
<br /> 64.0 100,0 100,0 700.p 100.p 100.0 100,Q 100.0 10D,0 100,0 100.0 100.0 100.0 100.0 100.p 100. 100,p 100,0 1 fl `q Q$° --0-W S`
<br /> 6G.0 100.Q 100.0 100.Q 100.p 100,0 100,0 10p.0 100,0 100,0 100.0 100.0 100.0 99.3 100.4 100.0 100.0 100.0 100.p wL_ wz ' wF ^ m m
<br /> G8.0 1000 700,0 p 100•D 100,0 D 100,D 100,0 99.1 96.5 97.5 95.9 98.6 99,0 h ti m m
<br /> 104,0 100 0 100.0 100.0 100,0 100.0 97•5 gq 5 94,2 92.3 94.6 93.6
<br /> ON
<br /> TZ.O 100.0 1D0,0 100 p 700.0 100 0 100.0 100.0 96.5 92.7 g3.2 90 3 87.E 89,6 87.7 86,0 69.3 88,2 8�3 -E-WAY MU�LI© "� 4 T4.0 ! 700.0 100.0 100.0 100,0 9 0.0 95.1 033 86.3 85.� 82.5 82.8 80.4 81.E 79.7 78.0 76.6 79'2 88.1 N DIAGRAMS MARKS a 1
<br /> f
<br /> 91.9 8T.2 83.2 79.7 79.4 6.6 74'2 75.p 73.1 74.6 73.1 »-8 74.2 6THfgCEDITIDN 9Y DATE
<br /> TABLE- TES_ 76.6 Ae 10/1�
<br /> 73.9 2 7.3 70.2 1 4 69.9 68.6 70,7
<br /> 71.5 69,3 68.5 6T.0 6T,5
<br /> 1, SEE SHEET 67.5 65,8 64.3 63'0 64.5
<br /> &CUP pET1 FOR INSTRUCTIONS61.8
<br /> 2 AILS. ON USING TABLES,SEE ANtl MAYNpipERFC ALTDq(tONp
<br /> LINEAR INTERPOLATION +�� aEQ M�°MG$f lxy gW110N 11,°
<br /> 3' SEE THIS SHEET BETWEEN SHEETS 4 F FxowapoA,"R ,LLgfOx REw D 1f
<br /> 4• ET FOR SPECIFIC MULLION
<br /> LISTION DI ENS OR TYPICAL INSTALLATION DauMFursE°AEtlsfwRP„•°" �fo
<br /> SEE SHEET ECIFIC MULLION DIMENSION
<br /> AND SPANS IS METHODS
<br /> QUALIFIED
<br /> fM,
<br /> 5' ANCNORREFORSPECIFICBR ENSIGNS. ALLOWED. �VALIF�E ���"11ilurrrr,�
<br /> REQUIREMENTS- ACKETDIMENSIONS. ANCHOR
<br /> OD:#12 WOOD SCREWS CLIPS
<br /> •CMU:114"t7 TA CON
<br /> 'CONCRETE:114"
<br /> CONCRETE:1/qN ITW TAPCON * N .7
<br /> 7 0
<br /> i 6. INST •METAL;#12 SELF- - -0 S e �-
<br /> ALLgTION SUBST DRILLING SCREWS A
<br /> OF
<br /> RATES: (GRADE 5) " O
<br /> 1 •WOOD"-ANC--�S SHALL
<br /> Op SHALL BE S HAVE A MIN,EMBEDMENT '.Ss O
<br /> •HOLLOW C N.S•G.=0.SS. OF
<br /> HOLLOW C MU ANCHORS SHALL 1 1/2"&EDGE 015T MULLION AN " farm
<br /> MU SHALL BE ALL HAVE A MIN,EM DISTANCE OF 0.75", CHOR BRACKET50-272Z
<br /> rrd 6b1
<br /> •CONCRETE ANCHORS MEDIUM WEIGHT BEDMENT FOR WOOD SCREW ORMINUgq(60ch
<br /> RDWC E No T3s]!
<br /> 63-T6(PARTg230297) rerctcw eEE�"oaaB
<br /> CONCRET SHALL HAVE A CONFORMING T OF 1 &EDGE DISTANCE MULLION TO )
<br /> E SHALL B MIN, OAST CE OF Fla; �Id0N p�>s
<br /> METAL CH�S AMIN.4000 PSI, EMBEDMENT OF 1_3/4„M C 90. Z D.:o• :4T MULLION ANCHORING
<br /> EL SHALE BE MtN LL HAVE A MlN.(3 T &EDGE DISTANCE OF 3.3s FL6067
<br /> THICK ALUMINUM 18GA.(0.04S"T THREADS PENETRATION 2" o.3n< - DATE: 10•�
<br /> M 6063-76,WITH HICK)33 KSI YIELD 1„ BEYOND META O DWG,aY: 6.17
<br /> H MIN•EDGE DISTANCE &ALUMINUM SHALL B L STRUCTURE. T _ o AG CHK,BY:NCE OF FOR BOTH ALUM.E MIN,p,l' -� L.00 N r$ HFN
<br /> AND STEEL. 2723 MULLION ANCHOR�RINCK£T 50-z72z(PART it2302 SALE.
<br /> PARTPART=5 DwG,a:
<br /> ALu SHEET $WD014
<br /> FOR LU UM(6063-T6) 97)
<br /> CONCRETE ANCHORING g
<br /> OF 10
<br /> i
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