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15675 SW 72ND AVENUE-5 r + 5A� (Yn p PERMANENT PLAQUE NOT LESS THAN 50 SQ INCHES IN AREA TO BE PLACED IN CONSPICUOUS LOCATION STATING [ usx •si:) tae)r:rxrsrt f`!ca"� IBM CAPACITY B 60', 120', 1801, 240' �.,.,afs:,..,. �,;,,>r ,,,,,-�� Cold Formed channel r:�i <'�? v '{�i ,:t.r v{�©, E. sf;t;le:rcl ---3`000 in ....... Fy 3,_g. 5'-0• or 10'-0' Calculations for : fit oat,, �: ��)r,�r.�c Depth 55 kei ;;t. r�dS' .q q.:..t Flange 3.000 in � 0.70 in : crz +^ d ' Lip COLUMN SECTIONLOAD BEAM Thickness 0.0`/50 in r NIKE tGOLti1; 3CJ(r. R 0.1000 in CONNECTOR sIss - Gr- z TIGARD, OR 5'-Q' � •W _ .(t siky.l' y tic&l9 ::,rti `fit. . p � Bleak 9.96 in wt 2.5 plf A m 0.747 iA2 263 in W X.1 h( m 1.191 iri4 Sx • 0.794 iri.3 Rx - 1 0.544 in3 R - l.li9 in LOAD BEAM � • c iy - 0.935 in4 Sy Y U O 'ri. e R. -- Loading: 1800 # load levels a�?fig , s 'marl h a 2.650 Meg w/t 35.3333 4 pallet levels ® 60, 120, 180, 240 Q 0 2 t: f a bar 2.9250 Plg w/t 35.3333 CONNECTOR � 5'-0' Seismic Zone 3 100# Utilization ��2��,•;, -,;;,4 �a b 2.6500 x r 1.2423 Ca - 0 .36 Cv as 0.54 n ,;r 0 b bar 2.9250 m 1.6690 r C 0sb+r J C 0.5750 XO -2.9114 120 " Load Beams n ,.�1. .0 u c bar 0.7125 J 0.007 4 20'-0' LOAD BEAM CVrights: 44 In wide SINGLE ROWSr. u 0.2160 X web 1.279e K, oc o� . c;rnrn.,t_ C z -OUOx 3 .000x 0.075 Columns ���' t, ct gamma 1.0000 x lip 1.720.> _CONNECTOR ^ C 1.500x 1.250x 0.075 Braces R' 0.'1375 h/t 38.0000 5'-0' 0 5.00x 8.00x 0.3'15 Base plates tion Removing: # - n Secs to 3 .38x 2 .750x 0.075 a ame w, onnec of rf�i t r, 0.640 inch siert 0.75 inches each side of canter on web Q cs: �, ,:, t; _. „ ';r: Ca L •,t 0.375 i..tch hole 0.87 inches from web in each flange z LOAD BEAM H o W O 0.152 int At • 0.595 int W -- o Z 0_ a t E. ;� t xrscS x A - 1.4"8 in M --- 1:3 a1n O W -::'�t £ria �tCif.t� �.a ' 3 btYt GiE, . C :,.'I o x bar - sm DJ -- � o �, � � ,' I'x 1.014 in! Box- 0676 in3 RIX- 1.305 is r, f- CONNECTOR i • i_ C) a :� I:rs.i �t r a.t, t;s: r ', . { ! joy 0.743 in4 S'y- 0.476 in3 R'y 1.117 is im 5'-0 U N > Cn by Ben Riehl BRACE „_W,,, &.. X W W W U ae > -1 X 4. w Registered Entgineer OR# 11949 Cold Formed Channel Ia X P4 (n O W M W s• r �?�Ct mrmmaaamammsaamamam `' ar?srr�i Depth 1.500 in Py - 55 ksi UPRIGHT :DAD BEAM ELEVATIt81 x w �> > r a 1.250 in N n tin M U C3 U q :,.l Flange 0.000 in W 0_ W Z Z O s t'' Lip BRACE SECTION 3 d � W J QaWA Thickness 0.0780 in COLUMN 1R 0.1000 in 3/8x 5x 8 ,BASEPLATE = Y A W ''-' A 1(J (2) 162 AI�kHORS U� W U fn�0 PQ W o! z � �O PRO�� ;i,.rr, Ei 14GA THK U 3 Z 3 Z Y LJ �] }�, G 1 N E Blank 3.73 in wt 1.o plf 0 11 F y A r 0.260 in2 3• C 1.5 x THK CQ 11 J U E3 O W.U 0 1 rt E .0 +.U i F:.'a r. i.b i. > �!� ' r„ Ix a 0.106 in4 SX • e / 'x 5'x 8' 1 �,J . J U ' �/ A r.1i CtA•.t , r - O lel in3 Rx = 0.614 is 3 8 OF 1/8' FF W 1- Z 0 .cr a�tC. 114 2 f` W ¢ y Z Iy a 0.046 in4 8y 0.0.,6 in3 Ry 0.403 in BASEPLATE FILLET VELD 6 ' ` `_ 'r' \w a 1.1500 Web w1t 15.3333 HRACE 3,5 m J = ri C3 Q (2) 1/2'0 ANCHORS EA END TO COLUMN 6, 0 N .r t ," 3 • �2ACE sLAH oN GRADE U > pwq U - )r'�: r r c f C 3 ' a bar 1.4 2 5 0 Flg w t 0.3946 14.3333 6' CONCRETE 1,J `':'� J b 1.0750 x �� 0.51911 W W W = b bar 1.2125 " W 0- Z J C3 1i-0- H 1�P r Q i:.. ; _s J. R COLUMN BASE X-SECTION 0_ N 0 1- C30 4- c 0.0000 xo -0.9244 �'t'0'' `` c bar 0.0000 J 0.0005 COLUMN L BASE PL W a d �~ ={ :' `l ' E: P. DATE: 17/ OZ x web 0.4321 N 11 Z 0-4 m '"' O XU �' t h gamma 0.0 00 x lip 0.8179 BRACE CONN W 11 0 W y A = 6-4 Z_W ��;t"; " I R' 0.1375 h/t 18.0000 C3 11 Lj WOZZN CONNECTOR 1-5/8'H x 1' (3) PIN CONN 0 '� cu � 4 Ui ... I1 r,(U M � 1n (!, W STEP o (3) AISI A502-2 RIVE�S �� 3.38 LOAD BEAT" 7/16'0 21oc . 14 GA THICK 0 HOOK THRU SLOTS Q = 1-5/8x 3x 0 IN COLUMN 0 1 2.75 SAFETY PIN TO RESIST 1�7S SW 72nd Ave. CONNECTOR 1=0 UPLIFT LOAD sWP2001.004" 16 75 sW 72nd Ave• LOAD BEAM supaw,� COLUMN-BEAM CONN 1a 1s Zx 1s - i 117'1 l,tT[t1f?`) �tci Ml�;i�! BEAM SND CONNECTOR r x.r:l:aer x�e w:sa:•asm navy zy. mammsaaassaamasasa In Uprig'at Plane SINGLE ROWS � Cold Formed Section Seismic Load Distribution Ia Upright Plane SINGLB ROWS �;' }, _ itlit'7liil ,.1A%A:1'a'.4�1 61D111.IC)'1 COLUMN MATERIAL THICKNESS = 0.075 IN aamwr+mamamaasmaamamammmmr �f:ttt :tsGC+c Seismic Load Distribution TOP LOAD ONLY ,,,• Zone 3 t ?3Ef ;'T,)t:S,I LOAD BERM DEPTH s 3.38 IN per 1997 UBC ti..:;. .J:IC'b r, i '� hl.c0.1 > per 1997 UBC/•-�••--amssaaaaaaoZo HSIQ� OF BEAM 1.380 INCHES 1t ,r2ilt•,•) ;� AI.,s OC Mf�;d9 �„ ,[r:r' TOP OF BEAM TO TOP OF CONN= 0.000 IN Zone 3 MAT'L THICKNESS 0.075 INCHES , t; 'to MARS WELD • BTM OF BEAM - 0.000 IN Z s 0.30 1.33 Allowable Stress Increase -�t r•r rcl�r ! •rx+fi GlawI a 1.00 R 4.4 IIiBIDE RADIUS 0.100 INCHES ;, ! i,aTt1 �„ LOAD 1800 LBS PER PAIR Z 0.30 1.33 Allowable Stress Increase WI)ng 2.750 INCHES ) r �c +„ CONNECTOR V$RTIt:'1L LOAD - 450 LBS EACH Ca - 0.36 V (2.5*Ca*I) /(R*LFI*y I 1.00 R a 4.4 55.0 KSI ,.,A.:i r�i, i;:?4• std<:7,.. ,.YA'�1'i:t:eli .R�..i' I�A�9. � LF 1.4 871R8L YIELD %'T:•3tT.:� RIVETS " Ca 0.36 V (2.5*Ca*I)/(R*hF)�:p .�c, ,�. ,; �,'1"'?�rT:� 1. 3 RIVET'S • 2 " oc 0.4375 DIA p.502-2 Weight LP - 1.4 3TSP ] .625 INCHES HIGH 1,000 1 WIDE .aC : �; lar. 1st • 1 "BELOW TOP OF CONNECTOR 60 # per level frame weight Weight " AREA 0.150 IN2 EACH Fv - 22.0 KSI rit.�`}!� 60 # per level frame weight ABOUT THE HORIZONTAL AXIS ABOUT THE VERTIC hilt - 3.307 KIPS EACH RIVET ` i L y L`! LY2 Ii X LX Vcap - BEARING Fb - 65.0 KSI Columns • 44 " -a LONG SIDS 3.0300 1.6900 5.1207 8.6540 2.3182 A. 0.0375 0.1136 ,� ON,t )dRG CAP- 2.133 KIPS EACH RIVET11 Columns • 44 " Top 1.4000 3.342E 4.6795 15.6412 0.0000 - 0.8750 1.2250 TOTAL• RIVET VERTICAL CAPACITY - 6.398 KIPS 7t tmvels Load WiHi Fi FiHi Column: STEP SIDS 1.3500 2.530v 3.4155 8.6412 0.2050 1.7125 2.3119 (inches) (#) (k-in) (#) (k-in) C 3.000x 3.00Ax 0.075 Levels Load WiHi Fi FiHi Column: STEP BOTT 0.7350 1.7175 1.2"152 2.2386 0.0000 2.2125 1.6041 . ;t �'k,;:).+�t�'[I�C,.) ���R 240 1860 446 435 104 �.;A r �-�'31T=,�t (inches) (#) (k-in) (#) (k-in) C 3.000x 3.000x 0.075 50 KSI SHORT SID 1.4050 0.6775 1.2329 1.0819 0.2311 1.7x.25 3.8111 tq;_, r .� 6 .R LONG CONNECTOR ANGLE FY - 180 1860 335 326 59 »' !r'�`'i�'�t�'`- 240 1860 446 284 68 BOTTOM 2.4000 0.0375 0.0900 0.0034 0.0000 1.3`/50 3.3000 1.625 " x 3 " x 0.1875 " THICK 120 1660 123 217 26 KLx • 60 in ;� qty 180 60 17 7 1 '• ' 60 2860 112 109 7 KLy m 44 in u?:'. 110 60 7 5 1 KLx 60 in CO,�ItERB 0.2160 3.2925 0.7111 1.3414 0.0004 0.0875 0.0169 g - 0.131 IN3 Mcap - 3.924 K-IN 0 0 0 0 0 A • 0. 595 in �, ,r. 60 60 4 2 0 KLy - 44 in 2 0.2160 3.2925 0.7111 2.3414 0.0004 1.6625 0.3591 W/ 1/3 INCREASE - 5.232 K-IN 0 p 0 0 0 Pcap • 2'0506 lbs 0 0 0 0 0 A • 0.595 in �.1 3 0.1160 1.7675 0.3817 0.6747 0.0004 1.8000 0.3888 tVt'; RTJET MOMENT RESULTANT 9 1.4 IN FROM BTM OF CONN amass ---- --•- -'-- 0 0 0 0 0 Pcap 20506 lbs 4 0.2160 1.6675 ).3602 0.6006 0.0004 2.6625 0.5751 1.22 IN 7440 1116 1087 196 Column t.q M - O L - arms mmaa mmmm 5 0.2160 0.0875 3.0189 0.0017 0.0004 1.6618 0.5751 4.288 KIPS 40t Stress 2040 468 298 70 Column xr4cr;d pmax Mcap/L . 6 0.2160 0.0875 0.0189 0.0017 0.0004 0.0875 0.01119 Max column load 8167 # d'i,: 13 Stress TS5iT53 RIVET LOAD DIST Nti''M T Min column load • -727 # Uplift Max column load - 2614 # TOTALS 11.6059 20.3900 17.9657 42.1210 2.7567 r„ 17.8875 14.3014 t'3 Pi 2.844 3.600 10.238 RIVET OK Min column load -574 # Uplift -T P2 1.264 1.600 2.023 AREA • 0.870 IN2 t'a p3 0.000 0.000 0.000 Overturning CENTErc 07fAVITY 1.550 INCHES TO BABE 1.232 I11CRIS TO tA*Q SIDE rtl P4 0.000 0.000 0.000 ••--......a OTM 195.7 K-IN X 1.15 225.0 IC-IN Overturning RM m 163.7 K-IN ptsirstiu.:fsvU mmmmamawama OTM - 70.2 K-IN X 1.15 - 90.7 K-IN Ix • 1.275 IN4 Iy - 0.871 IN4 TOTAL 4.108 12.260 CONNECTOR OI! 44.9 K-IN ,.I n nr..,.•'. .T,'E'I'C�'r' REQUIRED HOLD DOWN a 1.39 RIPS �• •;t , x�:•,�,,;.�,:, RM - 8x a 0.697 IN3 Sy • 0.574 IN3 REQUIRED HOLD DOWN - 0.82 KIP Rx • 1.210 IN Ry • 1.000 IN r:';X1,3 W WELDS 0.125 " x 3.380 " FILLET WELD UP OUTSIDE Anchors: $pscial Inspection(Y or N)? NO Z iTTB'iLFL? q•? (1.T;dW ,, ; : ; �' Of3a t :r '=.c .', ........ T a 13 # 2 8 #Special I p ction( or ) NO 2 3Gtr.1t.T' :Y.r :l..0 tt' •I " 08E • 1 �< ti'•'•'r ' 0.125 " x 1.755 " FILLET WELD UP INSIDE 94 Anchors. Spe ns e Y N 7 THt,� ;I, 1,d.4+� t,t„ 0.125 " x 1.625 " FILLET WELD UP STEP SIDE 2 0.5 " diameter Hilti-KS II p'x:;r{ I T 14 • + w t ..-_(:.'%: " w ,[ .): " °:.,`t .,t .xru•_._ - IJ mmmrmmmm 1 i concrete �L4�I''1ga '3 ((,, li�j31�� 7';rfo-i:',* 2C t C 0 " x 1.000 " FILLET WELD S1SP BOTTOM 3.5 "embedment in 2000 yisi concrete 0 5 " diameter in 2000 II •rt 8•r ,1r�k Q,1311 T210,11',1 " 000..:1 r. tl 0 " x 2.750 " FILLET WELD ACROSS BOTTOM Teap 2333 # 60t Stressed I 3.5 "embedment in 2000 ps Ma•I"f ,ti t -a°1 0 " x 1.750 " FILLET WELD ACROSa TOP U'T r7?a^..M1. t'.z.it�� �:311•.tr'f ct,�t', ! " rr Tcap 2333 # 35tStressed V a 544 # per leg Vcap 4907 • lit BtrAassed i USE EFFECTIVE 0.075 " THICK WELD COMBINED • 451 Stressed ' V a 149 # per leg Vcap 4907 # 3t Stressed A . 0..507 IN2 18t Stressed L - 6.76 IN 4t 1(�f'#a oi,.-,V P: IIi '.T'�)e V COMBINED • S m 0.286 IN3 FV a 26.0 KSI C.1;4It:tt9.U:) 0 f:6f �s} ;•rY A Mca 7.4 3 K-IN W/1/3 INCRa 9.90 K-IN Braces: T, �.s"yet; r .ti ,,t' >l3 71 E G+.'; r h,'7,9 pheight44 " Braces: t9:C-�3 r?a, a mma..... Brace Brace width - 44 mr+� 's 1. Brace height m 44 " Length - 62 " ;.;, _: :'rlpr,+rt ;r,i;) c:''" .,_::�: Brace width - 44 " P a 1537 # ; ;, :rfix).tw �1-s:'Y�t Length - 62 " rt:•Ipns,.t P • 412 # Use : C 1.500x 1.250x 0.075 4 ;rtt ':C A • 0.280 in Use C 1.500x 1.250x 0.075 L/r - 154 0 x0pp .l xUn ..C. .•, �, A a 0.280 in s 154 Pcap 2382 # #fit ter;;:.�? A Pcar 2382 # 1St 07 t, t! 6679 SW T&W Ave. IMIS 8W 72nd Ave. + HUP2001ANWI OUPi001-00M 4 of 12 !of 1: _. ...- ;.. .. ...;�.,,,r►�.rw'n.-.y,a"te•nRA�'!! 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"-,,, .. «, .. d.b . x,.rwwa „ � ...., ......rrw . .. 181Y�� •' ...,,�1..•.- .. ... -.► .•rn ,-..r,.w,+rt -. .. ... ....... .., .,. w r ' I M�,rMwmim,�nvw,r .wbwe.Ll�elwwe +„a• •.r•. -Ywa'Msr..A_- •w.rerir� lwsrarr�er.. vsa,�.,•+�/'�m1.Y ,'.m•b.->. •rr....w -•+fir.:,.�.r,mry+-r.�:wo�,A.i.•AYiW'•�►r.+�,m,.r3:.n-�m._...:. k W j_ r �•%ja 1 PAGE 2 PA08 3 PAGE 4 PAGE 1 wol.-'ASv .t3:••' ;989T?P Q 4 DATE: 11/13/:1 --- TIME OF DAY: 17:23:02 --- tsR , ;M�tl'S1.zVu�� k?iSIl1I'2 i18r4 --- --- . MSU STRESS-11 VERSION 9/89 DATE: 11/13/•1 TI T8: 11/13/;•}!.t. 1{80 STRESS-11 VERSION 9/89 --- M8 DP DAY: •17:13:0? •3, --- TIME OF DAY: 17:13.Q1IpP:e.YMHC31�¢�dfV7�M'.{•�V. -.'- �. •• Xtsr•�•uGA��:�' MSU STRESS-11 VERSION 9/89 DATE: 11/13/'1 TIME OF DAY! 17.13.02 M$U 8TRE8$-ll VERS 9/69 --- DA rrrrrrsasrrrrww�srsasrssrsrsrsrarsrrrrarrarraaarrrrrarsarraarrrsasaruira {� 13 1.4 rrrrisrrsrairarssarsrwwrwisaarsaraasasosrssrrsrrrraaawrrirsrarirrrrru rrrarawrrsasrrrsrssrssisssssrsrr�rssrsissasssi•airrrrariwrisaarr�Naaar �� 12 v rrrsrrirowwsrirrrawrrrrrsrrrrairrsrrrrrsrorrriisrrssrraarrraaraarrssar 13 6 11 11 15 �•,•yr�nr, .,t�T`t�i ,C4'L�iJ.1 TU1Ir':Cs C,9:t.P'IrI1R INPUT DATA LISTING TO FOLLOW: 14 rpt Structure Storage Rack in Load Beam Plane 4 Ltvals APPLIED JOINT LOADS, FREE JOINTS 15 7 1a 31: 12 16 [�a 16 rrrrrarrrrarrirsrrassrrsssrrirairarrrirrararrrrrrraaarrrrsrrrrrrrrri Structure ON Storage Rack in Load Beam Plant 4 Levels a<C Ci� t'1• g 13 ,' ;t;,�4r7"d X :!'.:SiC}Id Til T o'"' ,� ZYpe Ple:tie Frame £� 9 t 17 ,F�>.t)_ 8 t'.U.c} J N�tmbtr. of Joints 18 T L 18 13 17 JOINT FORCE X FORCE Y MOM80. Z �t � taz 9 14 ;,oading Dead + Live + Seismic aE0•u " 6 0.018 -0.930 O.GO Number of Supports 10 Al US 19 OVO. 0 E; r Of Members 10 Ot 2G 14 18 asrrwrrlasassrsrarrssrairrsssrasirrrsrarrrrsriraarrrrar•,�+aa�arrrrraaa � a 7 0.035 -0.930 0.00 N11mbe a+,w,i. Y�rt;i�'1 xe►clm;pis ufi.la G fi� ,ti 810.t? �' 8 0.053 -0.910 0.00 Wimber of Loadings 1 xA 0a:lrarV4j1q t, ui.dT t Member Properties p•a70 Ay 0.609 Iz 1.275 t„��•U •{q, 078,0 �{ , � 1 `lhru 4 Prismatic 71x oU.C1 i1+',C'.s7•• St0•' = 9 0.070 -0.930 1.00 Joint Coordinates ". , {11 _.i;lirm ai lq r!. criaiT P I 0.595 A 0.298 Is 1.014 MEMBER FORCES flU. C Ctc ..n �P.t�•0 »' 11 0.018 -0.930 0 00 1 0.0 60.0 S i 84 .0 XA �'i •0 5 Thru 12 Prismatic Ax Y � U`:R•0 z,, �i. 1r&m3i�-.r`1 0S taxi{":" f..3. j 0.609 I! 1.275 `' U£t'.0- Er'.0•t' r 12 0.035 -0.930 0.00 1 0.0 120.0 S ,t CO3 •t! SA 13 Thru 20 Prismatic Ax 0.870 Ay 0.0 180.0 g l.tA . iiia .r'�t1r1C;1± a Fr,rtTa?�d�'Yra;) f}!:�! .i>- (A'0 .t� �'! 13 0.053 -0.930 0.00 3 1 EA ,)Ja 1ud4T Cons tants B 29000. All G 11000. All �� 140N0.0 4 0.0 240.0 S Tabulate All JOINT AXIAL FORCE 81BAR FORCE 0.00 14 0.070 -0.930 0.00 ..v c. I tar�c�ii L'rt1hbO.I 1 1 0.000 -0.113 ei.5 -' "'`' f Dead + Live + Seismic 5 0.0 8 akyt1ry.r Loading 1 6 0.000 0.113 -b.98 ,t�� CWts::r,l r:1:3'•P.It1W�,,',31907.T�skti�I . 6 61.5 60.0 `,> U `C h�xr�'s3 a Joint Loads 2 2 0.000 -0.063 0.00 7 61.5 110.0 q 6 Force Y -0.930 0.063 -3.89 REACTIONS,APPLIED LOADS SUPPORT JOINTS 61.5 180.0 i:ic n Y e 7ca�( C 2 7 0.000 ® r } tt , ,j a�olta>i fl 7 force Y -0.930 3 3 0.000 -0.036 0.00 X :*°r,;p X :I?Lic Iq LfrTTGG 9 61.5 240.0 ; ,, U y ,x.10'4 c' 8 Force Y -0.930 0.036 -0101 10 184.5 0.0 8 ' ; 8 0.0 0 0 t f t •U" 000.0 d JOINT FORCE X FORCE Y M17l48NT Z •i amici t l 9 Force Y -0.930 4 4 0.000 -0.011 0.69 E a0 .ft • 000.0 a it 184.5 60.0 it Force Y -0.930 0.011 -Q.69 y.t) U_ nt}ri.(1 }, 1 0.000 -0.113 0.00 t)E d U Y �+�,><>r�t w S 4 g 0.000 2 0.000 -0.063 0.00 12 184,5 120.0 1 12 Force Y -0.930 0.175 184.5 180.0 oEe.0- Y -'W*01 i.t 5 5 3.687 0.0 '1010• 0ot? •t) �' 3 0.000 -0.036 0.00 13 )Et.p_ '� ";'.. 13 Force Y •-0.930 5 -0.175 10.48 s. , e v f. ,o . �: axr.�q 81 6 _3,687 �•' ' 4 0.000 -0.011 0.00 14 184.5 240.0 810`0 .a�.rol �) 14 Force Y -0.930 6 2.761 0.152 3.78 i.S;E : CC1 .0 ej 15 246.0 60.0 S 6 Force X 0.018 I 6 -0.152 5 -0.175 3.687 0.00 16 246.0 210.0 S �(A wE;(1 .i} X �+".a'.a�� � 0.035 6 7 -2.761 5.31 f•,:[.U Oi)U.t) �- 10 -0.177 3.687 0.00 // 0 X. ;�c�xra`i r1 j 7 Force X 7 7 1.840 0.115 3.03 O&Q,U 01r 0 . .t 17 246.0 180.0 S a Force X 0.053 3.85 15 0.000 0.123 0.00 249.0 S 01%*0" 1 +e•►XU 0.070 % 8 -1.840 -0.115 ri U. +J flf)C.i C.I 16 0.000 0.060 0.00 18 246.0 610•t C .a:,ao'i •C±: 9 Force X 0.921 0.056 1.30 usi0 t: 001),% `t t 17 0.000 0.058 0.00 Joint Rtleases �0 2.£U.q ?! ry;':+•�'�' i it Force X 0.016 8 9 -0.056 2.08 J , r- _0,621 18 0.000 0.030 0.00 5 Moment Z `7 s,xp 0 X y.}x{,q C c 12 Force X 0.035 9 10 3.687 0.177 0.00 10 Moment Z (iCu.o X sa^tr. P1 13 Force X 0.053 9 11 -0.177 10.64 1't4rit�t�rsFult?'f.Ct '!'4IxDi, l:rs(a 1 Force X Mome>»t Z n 14 Force X 0.070 -3.687 4.14 :9V.i'.t?... 10 11 1.761 0.164 FREE JOINT DISPLACEMENTS 2 Force X Moment Z -0.164 5.73 PROBLEM CORRECTLY BPSCZFIED, EXBCDTION TO PROCEED 10 12 -2.761 3 Force X Moment Z 3:1}C+slq tr' 4!:? 'I'+.:' .;7�Z.t41 `!:�'1< ��I"c'):'�l.gc?'� M3�lEIr�RCt solve 1.840 0.131 3.52 4 Force X Moment Z 11 12 tir7lTA! ,''' 4.36 Force X Moment Z 11 13 -1.840 -0.131 1 t<t)0-t, r rs, a .i JOINT X-DI0.67CIit+ISNT Y--0.01ACBMENT ROTATION 15 Fo 11 13 0.921 0.084 Gyt,,tti t' 1.02 e.r?rl .i; 6 0.6763 -0.01:8 -0.0042 16 Force Z Moment Z 14 -0.084 3.00 £aJi , a, H 7 Force X Moment Z xsna,r"2 12 -0.911 C•tifn .t; 7 0.9704 -0.0284 -0.0015 1 Z 7�TrJ cr?t: t x"»•� as r{Skat Seis:ric Analysis per 1997 UBC 13 6 -0.005 -0.118 �r,0 -7.29 +,^ _ += g 1.1693 -0.0288 -0.0017 18 Force X Moment _ =n.�,..r :�* 11 0.005 0.118 -7.23 _ caw" t 4 er incidences "irwiriaiss 13 Q i�`' C'l•54 -J 9 1.2827 -0,0320 -0.0009 Mme, 14 11 0.000 -0.!,23 ef'Ot,• , 0.00 ,. :1 11 0.6764 -0.0128 -0.0040 1 1 6 c[�ii xI S'�'tw rfY #tw wi cri widi2 fi fidi 14 15 0.12' , ._:�s 12 0.9704 -0.0224 -0.0024 0.000 ,:;u, 1 2 7 rr.i: $ 7 -0.002 -0.072 i� -4.45 C::£s . 1 "•! 3 3 8 F . �t£ C�13 lifC�.7 A38L # in 36 24.3 35 36 15 0.072 -4.35 13 1.1694 -0.0288 -O.000S 1860 0.6763 e51 70 15 12 0.002 14 1.2827 -0.0320 -O.00p� 4 4 ,�. 9 ui ,1�' S2C.t AUC"t',U 088.1: 70 67.9 -4.90 6 2£ p,C3 1860 0.9704 1752 53 106 16 12 0.000 -0.080 5 5 t, trc �«,a 1 C1 y9 i 2543 106 123.9 16 16 0.009 0.QBO 0.00 i''ri.J�l?SrJ 'I'Vi TCS;, 'T�!()4'IL14? 6 6 , e . .t <)Ol' 1860 1.1693 70 140 7 ;::. t.>fs ..0 048 f -2.94 7 7 :t•: 8 t)�' �I't-ti r C t i O�fiUE; 1860 1.2827 3060 140 179.6 0 0 s' 17 8 -0.005 -0.047 SUPPORT JOINT DISPLACEMENTS t r;i 00 ,0 0 p 0.0000 0 0 0.0 0.005 0.047 -2.63 r,ra 0 , 0.0 0 0 17 13 -0.058 -3.56 8 8 9 t, 0 0000 'i {- 0 0 9 1p 13. cy.�� © 0 0.0000 18 13 0.000 0.000 0.058 0.00 10 11 11 r S`<'c >aSri "t'1' 8206 352 395.8 352 18 17 -1.?9 11 12 13 S."IV 7440 19 9 0.014 -0.021 � ,� .r•.uas ..t. is ^i�i�+ 'l S &E c, 32.2 ft/aec2 T - 1.455394 sec 1g 14 -0.014 0.021 -1.15 I r 14 0.000 -0.030 I s 1.00 * * 4 0.0396 W 20 0.00 �- k .� ixsr,! v 1•�- •`` .4., Cv 0.54 V min - .11 Ca I W 0.000 0.030 W ae En•G „< W t j6� r t. i * ,/(R*LF*T)+W 20 18 td (.}.+":,�.+4!�,f" Lr}) ro _✓ R 5.6 V - (Cv I s V a 0.047 W LF - 1.4 352 M 1009 11 K~�„ ' 181i741BW 72nd Aw. •d 13 aof 1i Beam-Column Check . � aisrs+iaissarasasri � PAGE 5 C 3.000x 3.000x 0.075 Fy r 55 ksi ' --- DATE: 11/13/:1 --- TIME OF DAY: 17:23:01 A i 0.595 int Hsu STRESS-11 VERSION 9/89 Sx w 0.676 in3 .fsrsssrssiisrrraassiasrasirarsssraarrwsssrsaasirsrsasasrrrarrarrrarwarr Rx � 1.305 in Baas Plate Design Ry s 1.117 in X-DISPLACEMONT Y-DI$PLACM48NT ROTATION kX r 1.00 ky i 1.00 INT 0.0900 0.0017 UU , iirrarirr irarrararraarrrrir 1 0.6?63 0.0000 0.0007 Z x .9704 0,0007 Stress Factor 1.333 3 1.1693 0.0000 EE+: i �•='•� -=•' ' ••�'°-'" -� Column Load 6.1 kips 4 1.1827 0.0000 -0.0003 Ly Pcap Mcap Ratio ; Allowable Soil 1500 psf basic 0.0000 -0.0148 w� -1 :trsrc'`, Point P M Lx 5 0.0000 3.7 10.6 60.0 49.0 20.51 29.73 541< 0.0000 -0.0148 !),U�a :4.ri;: T 'E I: 11 Assume Footing 24.2 in square on gide 10 0.0000 0,0023 . s 0< ��.0 i^ 2.8 5.7 60.0 44.0 20.51 29.73 33ir 0.6764 0.0000 Li U ,n�1 � .Z 4.4 60.0 44.0 20.51 29.73 241 Soil Pressure 1500 psf 15 t, , p.t £I 13 1.9 0.0000 0.0017 i• 0 ,t, . 16 0.9704 �A:: ':• i�.1: �'1 14 l..0 3.0 60.0 44.0 20.51 29.73 158 1.1694 0.0000 ,,. 0.0014 3 . p ii.n:� cr.G. , 17 18 At', 0.0000 0.0010 p, C,p 0 .0 0.0 `) 0 0.0 0.0 60.0 44.0 20.51 29.73 08 1.282. 0.0 0.0 60.0 44.0 20.51 29.73 04 Bending: fp r .r�: r•Ir '' 1'1' q'0 } o'n n n 0 Assume the concrete slab works as a beam that is fixed against rotation at the end of the base plate and is free to deflect at the extreme �,ri"� rnhr)ci R�r>c��T Load Beam Check edge of the assumed footing, but not free to rotate. •rla.sis::aav+.+���+r='`t"" nasaisswrawssrassl. .U �tUE"' S ?= r: 3.38x 2.750x 0.075 Py w 55 ksi A a 0.870 in: E r 29,500 S3 ksi Morax - w1A2/3 r3 t) L t'7l 7 C/L)•r'} Sx a 0.697 in3 Ix a 1.275 in4 tlsw 5 "square base plate aRy,;:,s1i U x rj�T,rt „ Length 120 inches w a 10.4 psi 1 s 9.62 in Load factor - 1.67 M a S37 M -in r,r}g r Pallet Load 1800 lbs Assume o.5 pallet load on each beam 6 in thick slab f'c r M r PL/8- 13.50 k-in 2500 psi 6.00 in3 fb fb r 19.37 ksi -Pb r 33 ksi 598 s r 90 psi )?b - 5(phi) (>F'cA.5) - 153 psi :, Mcap - 23.00 k-in OX r I r,ss_y7�:•tit!. t r ,.±� 'x `iG� 'tL 30.66 k-in with 1/3 increase Shear s Dell 0.54 �a:P •„t r:.� Ai' ,G t 3rrrt: in - L/ 223 Beam fv - 28 psi Fv a 85 psi Ox 11 w/ 251 added to one pallet load ] Punching fv - 31 psi Fv r 170 psi OAC If is 661 .di1 "£�:. M M .282 PL 15.23 k-in t r13 Same Plate Bending Use 0.375 " thick 1 - 1.5 in w 045 psi fb - 11760 psi Fb a 27000 psi OK 11 a ^ 1. i 14 1!876 8W 72nd Ave. JIM SW 72nd A". M PRM-00430 Bl1P20014443f Id 17 aof 12 !� ,a.rr1N'N.wN.r a �+•t•'t 1, ^"e`r"!"•. „!'„"•!..�.MIy`!' 7sP•. . y1t.l i tfAAci, v 1K 160.t?t TDV .hn4f1' ..nMt4 C at • 4 1111 ., .r .terry ,� j;•.7i:ty'Qr')N 77,y. ^, 6 10 12 14da 91 Int r f • �� .:.,, �;�� {1�#t �l�L� ������� lIJI11I. 111111, 1111111 1.1-1���� ���rl�l I�) ��I���� I�I�I�� � �� �I I�IIIII 1111111 I I I � I ! ill! IIIIIII�Iilllll 1111111 1111111 IIIIIIIIIIIIIII 1111111 1111111 1111111 I� ' . � Ii III I I IIII I II11 1111111 II < 1utrlt>. 111 111116 1111111 tt lout 1 tltli ilil III111 �11111f1t111111111p�1111�11111i1111� nnitht�rrtr# t �� `I` 1 61 1 111 t�nnll ttnhtT�tiithA'�nu�fRt�utthl �lmlli�llnti�'��r�unb Ic111(Tu�►lulit �lillhtfl�ltuh11i11 1TdcrthTii�ccnhl ;r�luTi�uuliil " 1I `� •♦" 1111. .,,, may. A� y I � k"� w L'• 1111.„.. _� ,,,,..,•. ..• � ,'I;....y.,,,, - - .rr {.. ' .+MI��r.rlM •l✓ nwtrM+L s ••-....ar.warw......wrww'cn�wum•..W. r.wwl<waw-I*Iv.w•'.,cae%acre•7r�.awaear:•csw!^iw.^a.:..y�. .w... • _ „.--11,,11..- . .r,� ..,..resr�••.�rs.+r�y ..wear+..._......,r. - - rs.r.rw...,sn...►.._wm••.m..�..•�.,..wa..��:....rcv il,_, - - I a4MAI+..... -a ,,q'aMIMY.. �w«:.�.,,.��,:- ..:wo- ...I..., a.a . 't: �wMMf�+++.'IW1�MdMkMf'♦�1►-o++Rh•a••: ~ it Y lr;`.. 1Y yT• u s`. •L, +i ,%i. � .. ... iii+'i:� .•..►•Y'-1r u�.J.C,i'3.. ♦.... •- _ -- .__. _ _ 4. • L16.YG;...Y..M..W ••V GENERAL PRONE T N T .� AR f ECTIJFL& L.ECaER1D COlV'f� C O ES ARCHITECTURAL ABBREVIATIONS • ACO'1 T :%,. ISTiCAI. EA EAOH LAM LAMMED 5 SEALANT V ACT ACOUSTICAL TILE EIFS EKTElRIOR INSULATION AND SAT SUSPENDED ACOUSTICAL 00 WALL 10 PENMAN 1. ft RRA�S INDICATE RE i IE tAl MR OF M PROW M MW f AD•+ AMMtRICANS WITH i11ISN SYSTEM MAS MASONRY TILE ----------- OF AICWIECIURAL DE9pl CONCEPT,DiE)151aN5, MMAJOR E1FlEiNIS. • � ' DISCIBIL1TiES ACT ELEC ELECTRK' MATL MATERIAL SCD SEAT COVER DISPENSER _------.--- (E)MALL OR CMffIRUCTION AND EIECTNN'AI SY51pa AS RICK 114E ORAMlNCS 00 48010 iz r1MO ED NOT IROESSARC.Y MUTE OR DE9l71BE ALL WORK MIJUN D FOR FUU. *00 � AFF ABOVE FINISH FLOOR EL/ELEV UVATK�I YBS YORKER BOARD SURFACE SD SOAP DISPENSER 91AH W WINCE AND COM LEi N OF 11E KNI1I1DEMIS OF K (MIME AIB AIR INFILTRATION EM MECHANICAL SEC/SECT SECTION (r! WALLS, SEE PIAN IpgiE1MT<.1 ON DIE 9A9S OF TRINE MOM SCOPE I�ICAIED "t BAki!FR EY TRANCE MAT EYErTG EMERGENCY YEZZ MEZZANINE SHT SHEET s OR TYPE KICIIIIIIED, 1FE CONiRACTOR 90L ROOM AllL, HEMS REQUIRED FOR V AL/ALUM ALUMINUM EQ EQUAL MFR MANUFACTURER SIB STRUCTURAL ISOLATION Weft AME HRM EXECUTION AM CMEYM OF ANE vM. d ANSI AMERICAN NATIONAL EXP JT MANSION JOINT YIN MINIMUM BREAK SAFETY' INSTITUTE MIR MIRROR 5iM SIMILAR Z 110 SiRUCTURAI, MECHANICAL PLL%* . AND LUCW.Al DRAWINGS E"P ESD APPROX APPROXIMATE WSC MISCELLANEOUS SS STAINLESS STEEL 1 � SINGLE DOOR QTY TA YT C01�ACIM 10 CWU THE ARCHITECTURAL Of MalEC1AMAt IY AOMGs AD IT SHALL BE THE 0 --® ARCH ARCHITECTURAL EXT EXTERIOR STC SOUND TRANSMISSION (E) 09STNG MS MOP SINK COEFFECNENT DRAWIIk'S BEFORE FABIMA110N ARL WORK ASTM AMERICAN SOCIETY FOR NOTVN THE ARCHITEC' OF AI'f 01505#111 K]ES � THE TESTING MATERIAL MTL METAL S1P STANDARD PAIR OF WOKS ARCHITECTURAL ORai1MiG5 AwD ORAWING6 DOME eY CON51R1MG f)NGIINEERS. AWT ACOUSrCAL WALT. TREATMENT FACT FACTORY S1!, STEEL THE GENERAL CONTRACTOR SMALI 9F CrAECTD STRUCT STRUCTURAL p L ANGLE FEXT FIRE EXTINGUISHER NA NOT APPLICABLE FF FINISH FIAOR ND NAPKIN DISPOSAL SUSP SUSPENDED � l ANY 1tHORK NSTAUED w CN>IrE,JCT ;111SUL ,11 THE PREPANlEII aRc,NTEARCHITECTURALARCHITECTURALMECHANICAL. � PAIR OF DOORS 180 DEG CRMAL, OR ELECTWCAN. 0000MV � � t 0 AT T EIt�•,E, AND Ar NO ADEN MM_ EXVEN6E CO ARCHTECT OR NIKE. C � FG FINISH GRADE NIC NOT IN CtMd1RACl SV SHEET VINYL AT HIS OWN EXP 11.1 0W.9.% at MQ.MI OD BOARD FHS FIRE HOSE STATION NTS NOT TO SCALE ORNIONG FOUNTAIN (PLAN) 4. THE CONTRACTOR 91ALL WSIT lilt 14TF AND HE mo*ZceAkj OF C OOT06 w' K; N'.owty;�, V. , BLKG BLOCKING FIN FINISH NV NAPKIN VENDOR T TEMPERED THEREOF. HE SwUILL INVE 11GaTE, Vi1RIY AND W. R Sitc!cs19lE Tale All ""w" °''°""" "h ,,tr,,,,1 IM.pnxa MIM{wi..„..�31 pa„on 4tyy1K 1,{'C U11WQW 4N uN,n Y �y c t // qql✓.h.., THINS THICKNESS t a i paw,.”.fft_s6*f, 1„.a� 9UIlDNIG awwEfr OF ANY FLG FLASHING r PROJECT AND SNMI NOTIFY 1•t9M•mw.n,m BLDG BUILDING `\�A URINAL. PUN' REQUARING MMOXAN,CI1 9FFORE P'11}MNG WITH THE WORK. �� T,Kd10�°'"°,,� � BM BEAM FLR THR THRESHOLD BOC BOTTOM OF CONCRETE FM FACTORY MUTUAL OC ON CENTER T.O.C. TDP OF CONCRETE 7DlET (PLAN) S• A!1 SYMBL4 S AND ABBAENATNOiIl;U'.�D ON THE ORAMNNS A •�1.—,4RE 4t,'r •_hl..' M,•{t.,•mrr. BOS BOTTOM OF STEEL FO FACE OF OFCI OWNER FURNISHED •:..., �•K CONSTKICTU TAKARK IF FOC FACE OF CONCRETE CONTRACTOR INSTALLED T.O.M. TOP OF MASONRY C01► RECASTING S. SORA EXAC7AIEK �ARC1NtE:cT HAS BOTT BOTTOM T.O.P. TOP OF PARAPET FOF FACE OF FINISH OPP OPPOSITE ® FLOOR ORA�N FOM FACE OF MASONRY OTO OUT TO OUT T.O.S. TOP OF STEEL SHALL OE WOTI�D FOR ���' TPD TOILET PAPER DISPENSER d. ALL Da0NSA1Ns SHALL BE *W0 N AAE Films, MOW PR�FDW CG CORNER GL'ARO (DFOS FACE OF STUDS TR TREAD � FIRE EXTNGUISVER IN CABINET WITH THE WORK. IiNE ARCHIlEC1 to IIIc[ S+iAu. K MOWEO OF ANNr CHK CHECK':RED FRP FIBERGLASS REINFORCED P PAINT 1 T5 TUBE STEEL CORRECTION• c CH/C CHANNEL PLASTIC PL PLATE 1'YP TYPICAL Q WALL MOUNTED FIRE EXTINGUISHER r CIP CAST-IN-PLACE FT FOOT,FEET CJT CONTROL JOINT PLAN PLASTIC LAMINATE T, TOP OF �..,® SLOB:MECHANICAL DIFFUSEIL 1. NOTED. ARE To BE CONSIDERED�IprLAE• uAM Or,1�5E � � N CLG CEILING GA GAUGE PLYWD PLYWOOD (, N I GALV GALVANIZED PNL PANEL , d ALL DIMENSIONS SHALL HAVE PRUUDNCE OYER SCALE. DO NOT SCALE _J ® ,� r` CLKG CAULKING { UL UNDERWRITERS LABORATORY ,E) SLA DIFFUSER TO OEMAIN DRAWINGS. LA1�tE SCALE DETAILS GOWAN OVER SMALL SCALE DETAILS • � CMU CONCRETE MASONRY UNIT � GRAB BAR FOR PAN 1 L,NO UNLESS NOTED OTHERWISE COIL COLUMN GL GLASS PREFAB PREFABRICATED 9. CONSTRIXT{ON FOR WORK N OTED ON THE DRA04M AS (INC) .-BY � � N 0 CONC C%IlgrTE GRILLE PT PT :E)RETURN GRILLE TO REMAIN OiFERS" OR '8Y Nikr ?S WIT IN THE CONTRACT. 51S'SE1TlUENT DRAMMID LL GS Al � 01 CONT CONT' ,JOUS GWB GYPSUM WALLBOARD PTD PAPER TOWEL DISPENSER V VENT SPECIFICATIONS WILL BE SUBMITTED BY ORIERS FOR SEPARATE APPROVAL O L GYP GYPSUM PVC POLYVINYL CHLORIDE AND SEPARATE BUILDING PERMITS. THE CONTRACTOR SHALL COORDINATE (R (E) SUPPLY DIFFUSER TO BE RELOCATED ALL THE TRADES OF THIS WORK DIRECTLY OR NOIRECTLY WM.VED WITH W O C002D COORDINATE VB VAPOR BARRIER CPT CARPET HB HOSE BIBS VCT VINYL COMPOSiTION � ��II DEMOLITION REFLECITD CEILING PLAN �M AWnON� � Y CR CRASH RAIL R RISER 11LE IFp- / 1 (E)RETURN GP211_11 TO BE RELOCATED Z go () L Cr CERAMIC TILE HC HOLLOW CORE RB RUBBER BASE VERT VERTICAL DOMTION REFLECTED CEKJNG PLAN 1Q PROVIDE ACCESS PANELS AS REQUIRED BY APPLICABLE CODES AND AS CTR CENTER RD ROOF DRAIN HDBD HARDBOARD VP VENT PIPE REQUIRED FOR MECHANICAL, ELECTRICAL Ai4D PLUMBING EQUN'MfNT. - HDWR HARDWARE VRFY VERIFY ALL ACCESS PANELS SHALL BE CONCEALED AND LOCATIONS SHALL BE CENTERLINE REF REFERENCE R RELOCATED SUPPLY �11FFUSER HM HOLLOW METAL. REOD REQUIRED VTR VENT THROUGH ROOF REFLECTED CEILING PLAN REMEWED WiTH THE ARCHITLCT PRIOR TO INSTALLATION. ACCESS PANELS ARE TO BE HORIZ HORIZONTAL RF ROOF VWC VINYL WALL COVERINGTED PAINTED r0 MATCH THE C..-OR AND TEXTURE OF ADJACENT SURFACES. DAT DATUM HT HEIGHT ) ACTED RETURN GRILLE Ln OF DRINKING FOUNTAIN H.C. HANDICAPPED RFG ROOFING 11. COOFDINATE PLACEMENT OF ALL Ci]IING ELEMENTS MATH AIECHAMICAL r DIA OR m DIAMETER RL RAIN LEADER WC WALLCOVERING � ELECT" AND INSTALLER, WFIERE CISCREPANCPES EXIST BETWEEN DIM DIMENSION IN Nl CH,INCHFS RM ROOM WG WOOD (E) 1'x4' FLUORES(EMT FIXTURE DRAWINGS AND INSTALLATION, REYEW WITH ARCHITECT AND NNC: PRIOR TO PROCEEDING. INSUL INSULATION RO ROUGH OPENING WP WATERPROOF/WEATHERPROOF ( ��SCENT FIXTURE TO BE FcEMOVED ON DOWN =- DR DOOR INT INTERIOR RUB RUBBER WT WEIGHT OR RRELOOA REFLECTED CEILING PIAN 12. WHERE RECESSED NON-MODULAR FIXTURES, DIFFUSERS, SPEAKERS OR DS DOWNSPOUT WTRPC WATERPROOF COATING OTHER EXPOSED DEVICES ARE USED, THEY ARE TO BE CENTERED N THE DSL DETAIL JT JOINTW / WITH I(R) RELOCATED VX4'REFLECTS CEILING PLANT FIXTURE CEILING'S TiLE PATTERN UNLESS OTHEINOSE WOTED. W / 0 WITHOUT DWG DRAWING KEN' KITCHEN EGUIPMENT WW WINDOW WALL O RECESSED l.UCHT FIXTURE. 13. ALL PIPE. DUCTS AND BUS DUCTS THAT PENETRATE FLOOR SLABS SHALL CONTRACTOR BE NST&LED IN MANNER THAT WILL PRESERVE THE nK REssnvE TRACK LIGHT FIXTURE AND SiRPUCTURAL NTECRITY OF THE BUIL NG. ARCHITECTURAL LEGEND ARCHITECTURAL MATERIAL S Y M B O I S 18 cEL EMERGENCY LIGHT 14. THE CON TRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING, FRAMING, 2x4 T-8 FIOEL NT HANGERS OR OTHER SUPPORT FOR ALL FIXTURES, ECUIPMENT, CABINETRY, NAJE- - — _ FIXTURE W/ 18 CPARABOLIC LENS 10 WATCH (E) FIJI IU *S ALL OTHER IS REQUIRING THE SAAR. RM NAAIIE EARTH � PLYWOOD 2x4 T-8 FLOURESCEiNT LIGHT BIRO ROOM NAME & NUMBER FIXTURE W/ 18 CEI PARABOLIC LENS TO MATCH (E) 15 CONTRACTOR SHALL COORDII:ATE ALL SLAB AND WALL OPENINGS REQUIRED BY MECHANICAL AND PLUMBING DRAWINGS. s &�1� GRAVEL ® WOOD, ROUGH CONTiNUOUS ■ INTERIOR ELEVATION 20 F1.OURESCENT LIGHT FIXTURE W/ PRISMATIC LENS 16. PROVIDE ACOUSTICAL BATT INSULATION AT ALL OFFICES, DUCTS, SHAF is, 1'OILcT ROOM WALLS AND MECNANICAL ROOM WALLS ADJACENT TO OCCUPIED OFFICE ® DOOR NIMIBER SPACES. IL _j I ROCK WOOD, RtXUGH NON-CONTINUOUS 17. GLASS DOOM ADJACENT PANELS. AiD ALL GLAZED OPENNGS WITHIN O KEY NOTE OF THE ADJACENT FLOOR SHALL BE OF GLASS APPROVED FOR IMPACT (E) 2'X4' SUSPENDED ACOUSTICAL TILE CEILING HAZARD 4 !" ' .,'Z CONCRETE WOOD, FINISHED 18. ALL NEW WORK A MATERIALS INSTALLED SHALL MATCH EXISTING BLINDING STANDARDS. DETAIL NUMBER /PROJECT LAMINAL I Pik .I L —'� WALL TYPEcMu ACOUSTICAL TILE ' I (E) 2'X4' SUSPENDED ACOUSTICAL TiLE CEILING OX GRID LINE I� T Tu BE RETMOVfO O WINDOW TAG �-�-�1 STEEL GYPSUM WALMARD + (E) SPRINKLER HEAD -'-�) (E) 11PRINKLER HEAD 'r0 BE RELOCATED ® ALUMINUM � Rlao NsuunoN (R) RELOCAi.D SPRINKLER HEAD BATT INSUUTKN OR MINERAL FIREPROOFING ` � ',�• (E) GYPSUM BOARD CEILING I,V O AIR PIPE f0� WATER PIPE '- I QUAD 12OV. RECEPTACiE. DUPLEX ►2OV. RECEPTACLE 220 D11P EX 22OV. RE'YPTACLE --- RG O CUM ERCP TUPLEX 12OV. RECEPTACLE DWI!!t 11/30/01 1102ATI I e TELECOM OUTLET(VOICE A DATA) BIZ 1b ABBRF',,NATION, FLOOR TELECOM OUTLET (VOICE 0t DATA.), SYMEOLS, MATCH EXISTING FLOOR BOX DESIGN & LEGEND FLOOR g MATCH�EXISi12OV. GF LOOORCEBOX DESIGN c WATCH EPSSTINGFLOOR DUPLEX tLOOR BOXTOff6 N cD MR3 .. E101 SICf! �~ L. 1 o •-� to SWITCH • • o D SNTCA W/ DIMMER y �� .. ® RAW PLATE •ELECTRICAL JUNCTION BOX 1 Y. Q !HERMOSTAT j WALL OR FLOOR N JNTED ITEM TO BE REY()11ED, 1 PATTTI FILM OP 4ALL AS REQUIRED TO MATT 3 AD,IAMT FINISH . z (N) NEW v (E) DISTNu ISM IW TbA Avg. (R) RELOCATED loot Is oNN>» Job Nw 01102 • +11L....•t • .. yY • NWi�.+.C.MNI,'..Af "PROP ..b+rMx,c,mrxiaMMrcFir. vA1'^I w,q.+.wM •':YtL.JtL¢ . ! „ /{/,9. 1 iA'q'14#f'aRr1'7P>IL;.Afll Mair ^1191 'I�� 446 12 4 y,, 1 INI�I tlM�IIIIIIIIRI� �N11.�IN1111gA11�I1w1IItl�IR1�QI1 I IIIIIN�IIIIIIIN��� W 14. of 1 1 191 1 1 1111 111111 1 11111 1 1 11 1 1{I z ?i •r ....�.•.. w..,,,,..e.w„a.,,�..w.n..w•...�.,.,..a...r-�..w-....,w....a,..rt.,..e..wn.rr...,.w.....�.,.+r.+n...�.......�....+�.�• .1 P 77S , � + • ,,..,,,,:..•..r- 3r,...... ....,w,e.,an...,..•....n..i......,.,..-_r-,......,..........r,.....,-.....r....-.,,n w..m.,.....,».wu..o.wwrr�rlrl 1a• ,.y •I, 4 GENERAL NOTES A "TRACTOR MALI NOT SCAT 511 MAIM OW DRAUNG'S. STUTLftr OEFERRm SiA M>MIG AND CALCS FOR DOOR OPENING Ar METAL STAR BY • TAL KEY NOTES •- .0 O�N)FIREDEPARTMENT ACCESS DOW: ',VlPWAB. PANTED METAL LANDING (A PANEL �wA�na&D B 1EffFY DOOR OPENMrC N QONC. wAli ,• 9 !•r- 0 ----1 a 1 1 1 r'T / / 1 -- �,_�_' a l a r-1 H a a r--- LJLJLJLA.J LtIL"J LJLAJLJ LAJLJLJLJ O l l r l l I r M r l I l f f l I l r r r l Li 1 FE Q FE Q O I O— IMI ar.•nV n m nu1,An«•1 a Wr 'mM ora:t.Ana Inas 1110, Ihr pDCMl1 11 i4/nd�N maar��•nl aa'lo1 e'111 •:Ir W1 IM 11y1nW MMM:{,}1,1.01 M IM 010111/�Onw M erd n�,01W1 0n,r ' // / / Pdf11r A:h:11,Ir 1'C 11naY1�n:I1d VIf•)' aro nc pD1111"na 111Ppn/pwly 1n 111,1.. •MIM a.nlnnanl a Ili/•aMQ Md.hew' pK1Mrt!Orn PSI Kd1.dnw W: 110 10 uar tnn 4d•rp Iw accwal,dlnlruvl Nabil A.&A.1 DI Qv analpan.o // // / I •�.p n41s Mcwl•Y K Y iw1„p FE - i t� — J � C OU. N C� 0 / 7-13 WeDZ a / - A1.1 _ — - y 0 C C LU — o 8-5" ff Q� _ T 7T-T __ L 11'-9" 82'-6' 13'-8" � �/ .~ � L � 0 ko CC NO FE _ = FE FE - 159'-31/2- Op FE FE _U L===L FE _ EL !" 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Ip1.."sur.r rll.r«n.....1.1er+r.D.+r�.a v.«+•.a1'.r.e"w+._.r.v.• «.11�Iwr�l.wasuw•wraw.rM+�weureew.e"' ........wyl/• TM, ICY': �Y 1• GENERAL NOTES u A CONTRACTOR SHALL NOT SCALE NIFORMA" FROM DRAWNM 0 Y GENERAL CONTRACTOR SHALL PROTECT ALL EXISTING SURFACES TO F&A N. dw SUMMA RY . c SEE SHEET At.1 FOR WALL TrnEs. •- r D SEE SHEET ATIA FOR LEGEND, ABBREVIATIONS, t MATERIALS ,c E ALL DU NSIONS ASE TO GRIDUNES, FACE OF (E) t (N) WALLS, U.N.O. V F AL A� C ICLOAAE SON FOR REFERENCE ONLY. COMINATE FINAL ` TOTAL BUILDING AREA: 1211035 SFWITH TENANT AREA: —� 80,596 SF _) -5 112• G PROVIDE (N) RUBBER BASE (RB-1) AT ALL WkiS, U.NO. SEE SHEET A5.1 0 FOR FUSH SCHEDULE. HIGH FILE STORAGE AREA: 45,600 SF MIAXIMUNI USABLE STORAGE HEIGHT: 23'—i's F P FF li_jL I' REQUIRED SMOKE VLNT RATIO: 1: 75 1 11 KEY NOTES REQUIRED # OF SMOKE VFNTS AT 32 SF EACH 1 p EXISTING # OF SMOKE VENTS AT 32 SF EACH 16 C4 ,0 Ra/pmp n fn nuromfnl m w'w;e m 1 b]11•.Onl F0 ]n M 4:nlftlF' hIf{,VKN'w". Inf D„M I,uaneW -- eEBEEat"Inf f.prfsrJ aAl,n lyrmns+l, NEW SMOKE VENTS PROVIDED AT 32 SF EACH 3 Mn:',w Ar.n lnl.F( 1,"J•IPfI r,N uYl,.:. CURTAIN BOARD DEPTH (REQUIRED & PROVIDED 6'—O" K I•If e14111]rt.Wl 1N71 Jw]MJI�J'N,W.' a].r Wolf+sawl ypmWnI,•. IM01 •�IIW Ow1ewYMt 9 Ulq ODMS 11 11•R �, .IfCfMwlf JN,frl fcOrJ./11M'1.M (IU N1 MAXIMUM ALLOWABLE AREAS FOR CURTAIN BOARDS 8,000 SF LEG _ � END LASS RJ.Ims b•srq b P'w]If—•.fwMYplu C IV Aol 1,A•cnlr-'r'T.Jn„QJn m .-+rr�l Iln,r Yt.wL I r.y,.••rrw+ �'� COMMODITY CLASS: EXIT ! STORED IN CARDBOARD CARTONS �I COMMODITY CLEARANCE: 5,—C„ OCC OCCUPANT LOAD MAXIMUM PILE EXIT PATH VOLUME 80% OF AVAILABLE RACKS �. EIOTPATH/OCCUPANT LOADING F= AUTOMATIC SPRINKLERS (REQUIRED & PROVIDED): YES �► � FIRE DETECTION: NOT REQUIRED LAM V � BUILDING ACCES; (REQUIRED & PROVIDED): YES - j < c F �EL&V��—�RA�CK�ING__ SIIDE ELEVATION — RACKING =: O > N SMOKE AND HEAT REMOVAL REQUIRED & PROVIDED : YES Z ;, i cI�E 3 - - o 04 CURTAIN BOARDS REQUIRED & PROVIDED): YES Z _001 SMALL HOSE STATIONS REQUIRED & PROVIDED): YES tri QWF' N � ° _ ao Z 3 � � H � AREA OF HUH PILE STORAGE ,O + to A1.� �aaaawa�uaarsawaaaaaaawaaaalloma awwwaaaaawawwwwwwwwaMwwE:aawaaawawaaaawaawaawaaawaa a1 ! ! O S 0A OD o o OG �o JL1J39 r ! ,1J�.1111TV r ! 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"A�MriMw11(Irs�rlwr.. �4-r.w.ul+aw.....r..pilr.bMlgirlewes.a'y!.+�ilYMl�s.r.►..r-».,.,...r,..j�...,r4....yp..tiu..........�,. ....y+w....7.+�yt,.+�w...6,,..y:', .wpl;:.,, .. ..�c.,.... '+fl II.- 1' ,i. s fl. La 9 J i GENERAL NOTES � t — — ORAFT STOP A CONTRACTOR SHALL NOT SCALE WWWATION FROM OR,TWIGS. Y (E) SMW 1iENTS KEY NOTES (N) 9101(E VENTS — •.• O6'--O• NIGH CORRUGATED METAL CURTAIN BOARD TO BE ATTAOIED TO SDE X ® DDT SIGN OF (E) JOISTS PER STRUCTURAL ENGINEERS RECOM DIDATION; MATCH (E). 4 II iillll th_ G 'na e•MI�.�7�nslram.wl 1110'rN^0Y.1..prop«I.tw ^1,Im sl:n ls•h 1 Na•K• t.'1. u. SnOu Ys"*t'1■It girl• v A tnf 1.p.11fa NIIM F1•n,;11 ••.SI/Y.N(rwlnl l•F' IMerla,•}.!.•!Sr J ..!Iv wolf"n a.21 To 19�Srw1 two.a•a+o poksge,..,.•apmWJil, so'Mom CURT *'I1n oM11nw1.^n Im1 sanl tnc\now �sc t r•e.fann o. 7;r.Ro1N .r owsan Do W ANN AREA: YV3 SF n r Inn wr Ona a c: ow v granua e CURTAIN BOARD AREA: 5.175 SF .r;n,lr l 1.1>.•a,•fos<,• L _ —j _ -j (E) DRAFT STOP �. (E) DRAFT STOP LL.. U 5 .j4< e O � > N W � z -0 a ao � o W Z-7 cc o 0- 3 0 cn a 17) h to t O K 110 W r Z CURTAIN BOARD AREA: 6.046 SF CURTAIN BOARD AREA: 6.606 SF v CURTAIN BOARD AREA: 3,404 SF ❑ ❑ ❑ 13O CURTAIN BOARD AREA: 2,194 SF t; z ^ 0 motionDRAFT STOP (E) DRAFT STOP r CURTAIN BOARD AREA: 3,330 SF CURTAIN BOARD AREA: 6.606 SF CURTAIN BOARD AKA: 6.609 .3F CURTAIN BOARD AREA: 3,404 SF 1 Ze -D ���t� ZZ C/.,f- ela/✓ L1 o,-,,v �fcd h � , i a,il Le 0m,at,o- � r�,,��r� sLiF Tpp,,>'3 'TEK ,GE�s. /_>✓C►2C�p ��s b �ovvuJ�q�tt� i�t�a•L �,a->74<Ls !c'.' Scar✓ �O All �ettr fry fi�yzS ,L�roJ,�% r�c��Sloes. ,•+1` . I 4 cl J r o _ n o 02 A 21 On@ Tltls ..� ^ .-. ENLARGED ay U. `'� REFLECTED PLAN CEILING N —. 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