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7400 SW LANDMARK LANE-3 t d r a i s r i r I I 1 i i t i r i 77 0001 I 0 cc Q UO �! oc ' . � t W C7 Ca ~ a � O � O W a z INC a Q � H o C7 �• � = Z o 3 oz W Z 3 y ®E o ' SHEET EX-1 Moir APD AWGCV TC..a NC. -L TTO REQAFOW CUWM SM& APD OMM VBfM maw-] MORLF r of ORE-QOM RAMW K-M MOFIFT of ORE< M --88SAC ATTACF MWr DUM-8 SHEET EX-2 NOFLPr OF CFE" EX = O -8E881tIC ENCBT+�EEFNO CAICULATM 7P� 7400 SW Larwmark SUP2000.00175,MEC2000.001 1 lotWAwa d B _.. _ n.iea nut tututtntnn n t u III',I I nn un I nn nn I un 410rtz is 10 10 20 21 22 22nu I n2n 5nn I n2u elin I tu2t 7nn I u2u 0u2�I 0nu I I�30L6BITT STRIP Cm 1ttyutI � ��►,�_...,m.;,_„...r,..»:�._..,,,,. ..�._ .::�,,...o..�.,..,.............�,,,,.,r,ww .. CD 25X 'i I r , !1 SI YI CI tl 01 � I t S Y C t 1 1 1 I I 1 1 1 1 1 1 1 1 _a.I'D ____A 9- O•r 0 i i1 1-7-- � � ( - - - - • „�,rh - - - � -) F - - - — - - - ... - - - - � �,�•>, .-, - - � - � bh�r - - - - - - - - � _ ..� - - - -� = - - - iii ; q � � •11 � u Mellott and Associates, Inc. Fire Protection Consulting8' . the fire officers. Make-up air will be provided by opening appropriate overhead doors on the opposite side of the building for I 1 ; 1 option of the make-up air. This provides the fire department the 1 1 1 specific direction of air flow according to the specific fan(s) 1 operated. Overhead doors can be manually operated and secured in f the open (or partial open) position according to the ventilation � [ 1 April 26, 2000 procedures. (See UFC Standard 81-2 Section 5-3-3) � ” M With today's sprinkler head technology, the need for curtain boards I 4 to control the number of operating sprinklers has become passe. l f Memorandum Tests have shown that often curtain boards interfere with sprinkler ! operation causing sprinklers to be less efficient or to unnecessarily open more sprinkler heads than necessary. It is ; a 1 + 11 + r = _ _ _ [ • v j proposed to not provide curtain boards with this sprinkler design 6 TO Whom It May Concern: of 0.495 qpm per square feet over 2000 square feet using K=11 .4 r - t 1 heads. =� I From: Ronald K. Melott, PE, Fire Protection Engineer I` ' RKM/mm O l HE: Curtain Boards and Smoke and Heat venting Bonita Products Addition t:Ysat * I 7400 SW Landmark Lane 11073 Oregon ♦ • a Tigard, Oregon Ur_ lldr Uniform Fire Code (UFC) Sections 8102.7, 8102.8 and Tables OR GUN I 81-A and 81-8, smoke and heat removal and curtain boards are }'14, � � requirdil" in areas for high-piled combustible storage. The K. �►i'u� FP/' � I exception to UFC Section 8102.7.1 allows for alternate methods to ��� be approved by the chief. Because of the ineffectiveness of roof ventilation and that this fact is recognized by UFC SrAndards 81-1 and 81-2, Sections 3-2 and 3-3 respectively, and `.hat fire ©I + ! protection design parameters in these standards are developed 3SI10H3HVM without consideration for provision of draft curtains and smoke I I vents, it is proposed to not provide roof vents in this building addition. Tutu have shown that roof vents are not able to funcLion as intended in buildings equipped with automatic fire sprinklers. If the vents operar-e before the sprinklers, the e y + • ' ' ' effectiveness of the sprinkler system is lessened and if Lhe vents operate after the sprinkler system, there is not enough of a 1 L I 1 thermal plume left to lift the heavy moisture laden stroke up 1 f - - - - - l - —,1/1�� - - - - - -- - 1► through the sprinkler discharge. It is also desirable to putI T q ventilation practices under the control of the fire officers on- �_f I scene. • r I 1 i Therefore, it i:, proposed to - - -T_ p p provide four 30,000 cfm mechanical fans in the side walls of the building for smoke removal instead of I the code required roof vents, The fans will be operable by mar,ial switch at the fire control room and therefore under the cont7ol of .Dere. Produce., fig+rd OR Rode• products, Tigard OR li Rypl00 IH[[.•bw0• >..001.r.• Rppl•p 06110ab•u.R associate* r bpr rA��s,l Ws bytrd0�l.sda 7 1 1,161Ioou. 1 4/7•/7000 1 1 I I 0 )p P6 rM 1 I 1 l I - 1161 0 S W Bal Aire Lane • Beaverton. Oregon 97008-5908 •(5031 643 bo08 W - - - - - - - r - - -t-' _ - - ! FAX 643-5GOB • Pager 2954684 • e-mail rkmelott(�luno com I 1 ( , I 1 1 1 I I I 1 1 1 I P , EXHIBIT 1 I 1 Pit !I {1 rl tl h 61. 01 f ! S ► t 2 1 EXHIBIT 11 Z 00 W /M 0 PERMANENT PLAGUE NOT LESS THAN PERMANENT PLAQUE NOT LESS THAN 50 SQ INCHES IN AREA TO BE PLACED 50 SO INCHES IN AREA TO BE PLACED Q I yr1 IN CONSPICUOUS LOCATION STATING IN CONSPICUOUS LOCATION STATING 3400a CAPACITY 2 60', 1201. 190' 340011 CAPACITY a 60', 120'. 190' 0 0 N'��� 8'-0' g gyp\ 4_ N LL Uj CP LOAD BEAM _ � LOAD BEAM O l (may 4 c`� `•')- _ v tD �i _ p •� Ct tY Q G CONNECTOR ctI, c ` CONNECTOR 2� w a Cb � - 5'-0' -j .� , 0 q7 LOAD BEAM 38 z _ LOAD BEAM �0 h ZI D \ �I Ch CONNECTOR o `CONNECTO'2 'e) 16'-0' Q LOAD BEAM a W LOAD BEAM — Uj Z Z UA — t\ Q J ^ J CONNECTOR N CONNECT❑R X N J `ti o = FL v BRACE- u u T-0' a 4 BRACE a a N ~ [� i a a CL o - I In CD N o X 7 of o Vf ❑ —f Q In o Z 0- Wn 0'o Zo n- UPRIGHT LOAD BEAM ELEVATION a— w 0 CK MINOR UPRIGHT LOAD BEAM ELEVATION oa� W � o Q Z r.' CD Q U In ❑ X Q U N W w M z X J NCC �I U Q0 Li :7 w �p w W to 14 GA THK �f` COLUMN 3' o w H Ck LD 3 14 iA THK �e` COLUMN 31 p X m N Cr L� d X Q N W❑W W J X Q W W p Li 3, -3/8x 4x 7 BASEPLATE 1 o f QW' 0 U n 3, " 3/8x 4x 7 BASEPLATE N O J � S • (2) 1/2'0 ANCHORS ru ^ H O U ]/9'x 4'x 7' \ -2) 1/2'0 ANCHORS N I=U d Z Z • (Ll C" CL w Z l- 3/9•x 4'x 7' 1.5 x 1.25 I%6�-t/2 55•oc w w QQZ (] - C 15 x i25 15 I/B I I/2' 55,0C W w QQZ n BASEPLATE 14 GA THK EA SIDE EL. ._ ,_ J wA � Z BASEPLATE 14 GA THK I EA SIDE O ._ rn J LUQ (21 1/2'0 ANCHORS 2' OF 1/9' BRACE rr Q y q W p W Z(3 (] !� 2' OF 1/8' Q N w w-mo 3' FILLET WELD = Y J rn i �w li C// (2) 1:2'0 ANCHORS BRACE _ FF U Y _j O - QW Q • EA END T❑ COLUMN � (� w� FILLET WELD � ,� 1 5.5' G, owU ❑ala I- 3' •_ EA END TO COLUMN 5.5• T UOWU ❑pp�LY I- 3.. 1n � z3 Zyf �, z Q BRACE _T3.5' In Z Z Y ,-+ BRACE 6• ❑ C3 I/8 I I/2' EA PACE 6' U 3 ❑ 3 z 1/B 1-1/2' EA PACE on 11 U0 Lj 1I m n U❑ w 1,1❑ z ,�, 1/B' I• 6' CONCRETE SLAB ON GRADE � J -1 LSI� � 7_ I- rG. I 6' CONCRETE SLAB ON GRADE n L>,Q.D Q N_j�� � COLUMN: B BASE PL -- COLUMN & BASE PL z gyp`✓` LTa a `"_'Inz � pq Q d' COLUMN BASE X-SECTION ON _i= HED COLUMN BASE X-SECTION = riacis BRACE CONN u M j m -j L Q BRACE CONN Ce W w w t�' w LJ w wa z O �N ❑ J�❑coil O aN C��Cz O (4- EL Z z ~ Q w0 CIL M lJ� UCL CC = V, 'i ZpfLj FSI-5/9'H x 1' w rn n Z CC N Cl ZU 1-STEP x V W ! Li l N w n T `"w E (3> PIN CONN 0 CONNECTOR w i �_w o = w (3> PIN CONN CONNECTOR 1 H- (' Q()za T P p n 0¢ w 0 2 i✓) 4' 0 (3) AISI A502-2 RIVETS 4' o _ (3) A.SI A502-2 RIVETS D Z n L.1 g c� J Q .--1 • LEIAD BEA 2'oc 0 • Z �� w� N a Q EH .--1 0 14 GA THICK o ca L^ LOAD BEA`" HGQK THRU SLOTS . Berg IN COLUMN 0 • �4h c In o L,J I4�A TH:CK D . ., ,, � 0 1-5/8x 3x o HOOK THRU SLOTS . ^ ^ ^ ^ ^ o 1-5/Bx 3x o IN COLUMN UID h ^N c of Li 2.75' 3/16' THK L2 75' 3/16' THK -� 1/e VERTICAL EDGES ! 1/8 VERTICAL EDGES D ! P IN LOAD BEAM CONNECTOR SAFETY PIN TO RESIST in Q LOAD BEAM CONNECTOR 0 ! 10000tUPLIFTTLOADSIST N Q 100011 UPLIFT L3AD COLUMN-BEAM CONN COLUMN-BEAM CONN EXMII EXHIBIT III t { 7400 sw Landmark .. BUP2000-0017tf,MEC2000-00171 2 of B - ....•......,...�,....,__. _. .....1:�.-mss, -. :,.,,.w `. Cm ni niiun iuiiuu union uuinli TiijrilinuIII1�1111 IlllllIlllillll IIII1IIIIIIII�I111Ilil�llll nL- LEGIBILITYSTRIP o 1 1 �� 1 • -+..- 10,11".111111 10 11 I! 13 14 le 1 t9 Ip 20 21 22 23 24 ?."J 2d 27 29 29 3'0 CD , i,. _ 1 14 I • 76 1 C. i r 1 � , 1 1 Cold Formad Section BEAM END CONNECTOR ' Col•i Formed Channel _•r ' Gept!: 3-000 in == Fy SJ ksi COLUMN MATERIAL THICKNESS = U 075 IN .^.gHEIGHT - B 0 NIT A F:ae 3.000 in MAT'LTHICKNESS 0 075 INCHES OF BEAM 4.000 INCHES . LOAD BEAM DEPTH = 4 IN Lip 0.750 in TCP OF BEAM TO TOY OF 001411= 0.000 IN Thickness 0.0750 in COLUM SECTION INSIDE RADIUS 0.100 INCHES LOAD BEAM WELD i BTM OF BEAM = 0 000 IN WIDTH 2.750 INCHES LOAD = R 7.1000 :n STEEL YIELD 50.0 KSI CONNECTOR VERTICAL LOAD = 3850 LB400 S EACHPPER AIP T U A L A TIN, 0 i R 1 Blank = 9.96 in wt = 2.5 plf STEP 1.625 INCHES HIGH 1.000 INCHES WIDE RIVETS A = 0.747 int 3 RIVETS a 2 " oc 0.4375 " DIA A502-2 05/03/2000 Ix = 1.191 in4 Sx - 0.794 in3 Rx = 1.253 in 1st rr 1 "BL OW TOP OF CONNECTOR ABOUT THE HORIZONTAL AXIS ABOUT THE VERTIC . = Iy = 0.935 in4 Sy 0.544 in3 RI AREA - 0 150 IN2 EACH FV 22 0 KSI 1.119 in L Y LY LY2 Ii X LX 0 # lvad levels a 2.6500 Web w/t 35.3333 LONG SIDE ;.6500 2.0000 7.3000 11.6000 4.0523 O.G375 0.1369 Jcap - 3.307 KIPS EACH RIVET 3 al'-et le,•lels n3 60, 120, 180 BEARING Fb . 65 U KSI F a bar 2.9150 Flg w/t 35.3333 $e18m:C Zone 3 TOP 1.4000 3.3625 5.5475 21.9820 0.0000 0.8750 1.2250 ERG CAP= 2.133 KIPS EACH RIVET 100% Utilization b 2.6 00 x bar 1.2423 STEP SIDE 1.:500 3.1500 4.2525 13. 954 0.2050 1.7125 2.3119 TOTAL RIVET VERTICAL CAPACITY = 6.398 YIPS 131 Ca = 0. 36 CV = 0 . 54 b ba: 2.9250 m 1.6690 STEP BOTT 0. 1250 2.3315 1.6947 3.9613 O 0000 2.2125 1.6041 c 0.5750 x0 -2.9114 SHORT SID 2.0250 1.1875 2.4047 2.8556 0.6920 2.7125 5.4928 96 " Load Beams CONNECTOR c ba: 0.71.5 J 0 001; BOTTOM 2.4000 0.0375 0.0900 0.0034 0 0000 1.3750 3.3000 LONG C_!!!E"'.:. AN;LE F,, = 5 KSI 1 . : lghts: 44 wide SINGLE kCW �,: ).2167 x web 1 _79e x 3 .000x 0.075 Columnsga , 0 2 9125 0.8450 3.3063 0.0004 0 08 : x 0 185 " TH-1-V m .0300 x lip i. - CORNERS 0 2160 3. 75 0.0189 . 1.250x 0.'375 braces RR' 7.1375 h/t 38.0000 2 0.2160 3.9125 0.8450 3.3063 0 0004 1.6625 0.3591 :::x 7.00x 0. 375 Base Plates S = G ill IN3 Mcap 3.924 K-IN . with 2- 0 . 500ir. x 3 . 50ln Embed Ar.^her'Colurnn Section Removing: 3 0.2160 2.3875 0.5157 1.2311 0.0004 1.8000 0 38884 0.2160 2.2875 0.4941 1.1302 0.0004 2.6625 0.5751 W/ 1/3 INCREASE = 5.232 K-IN x 2 .750x O.C75 Lead beams wl 3-Pin Ccnnect�r 3 640 inch slot 0 75 inches each side of center on web RIVET MOMENT RESULTANf ® 0.9 IN FROM BTM OF CONN 5 0.2160 0-C875 0.0189 0.0017 0.0004 2.6625 0.5751 M - PL L = 1.1 IN 0.375 inch hole 0.87 inches from web in each flange_ •.152 int A' = 0.595 int 6 0.2160 0.0875 0.0189 1.0017 0.0004 0,0875 0.0189 P:nax = Mcap/L " 4.756 KIPS x bar - 1.478 in TOTALS 12.8459 25.3500 24.0270 65 7748 4.9516 17 8875 16.0064 RIVETI:CAD DIST - - MOMENT :'x - i*.014 in4 S'x= 0.676 in3 R'x. 1.305 in ben Riehl - ! 0.743 1n4 S'••- 0.476 in3 R'y . in AREA = 0 963 TN2 1117 P1 :.644 4.100 11.659 RIVET OK b� .F OP.# 11949 1.457 2.100 3.0'_9 Ix - 1.334 IN4 I = 1 039 IN4 F2 CENTER GRAVITY - 1.870 INCHES T7 BASE 1,246 INCHES TO LONG SIDE P3 7 069 0.100 0 00'�C1Sr?led E..^.?lceer , P4 : 000 0.000 0.000 ..........a......=: Sx - 0.908 IN3 Sy - 0.691 IN3 TOTAL 4.370 14.725 CONNECTOR OK Rx 1.417 IN Ry = 1.03 IN Depth 1.500 in Fy 50 ksi Flange 1.250 it WELDS Lip 0,000 in 0.125 r, 4.000 FILLET WELD UP OUTSIDE Thickness 1.0750 in BRACE SECTION 0 1«5 x 2.375 FILLET WELD UP INSIDE .+• ."- R J 1000 in 3..«5 x 1.625 F:.LE. WELD UP STEP SIDE x 1.000 F11 '17 WELD STEP BOTTOM Fw Blank = 3.77 1n wt 1.0 plf Cx : 750 FILLET WELD ACROSS BOTTOM /_� •^'r�"� A = 0.280 int 0 x 1.750 FILLET WELD ACROSS TOP �� �•!, •' �• c = :.106 in4 Sx - 0,14: 1:13 Rx - G 6:4 .,, 'USE EFFE:T:VE 0 0'1, ;'HICK. WE.-.. J/ ti� ,•��j - . - ♦0.046 in4 Sy = 0.056 in3 R} in �• - 0 403 . ^ JI a 1500 Web w.t 15.3333 L • 8 :0 IN A = 0.600 IN: 1 + S . 4)C 1143 Fv = .6 ^1 F:SI b 0750 x bar C 3^46 a ba: 1.4250 Flg a 14.3333 r Mcap . 40 V.-IN W' /3 INCR- 13,87 K-IN:. r .:ar 1.21:5 ,, . 5:3d -00 x 9244 • - i+ = ba:' 00 0 0005 2160 x me 43_: 91 _ PAGE PAGE ... 111:[:ght Plane SING:.F. RCWS Load Distribution MSU STRESS-11 VERSION 9/89 - - DATE: 05 '03/:0 --- TIME OF DAY: 13:31:24 MSU STRESS-11 VERSION 9/89 ••- DATE: 05/03/:0 •-- TIME OF DAY: 13:31:24 2222..................... .............■__--....._....�....-......._"....-....-.-...-...-2222...-. '•"""-_�-2222.■-_--"••-"- "-•••••��•"•----•••� 4 T}iru 9 prismatic Ax 0 595 Ay 0.298 Iz 1.014 per •y•••••Zone 3 Ir Upright Plane SINGLE ROWS INPUT DATA LISTING TO FOLLOW: 10 Thru 15 Prismatic Ax 0.961 Ay 0.674 Iz 1 934 Z Seismic Load Distribution TOF LOAD OVLY Constants E 29000. All G 1:000. All 0.30 1. 13 A:lowaLle Stress Increase ........................ I . 1.00 R 4.4 per 199" UBC Zune 3 Structure Storage Rack in Load Beam Plane 3 Levels Tabulate All g Ca 0.36 V (2.5•Ca•I) /IR•LF1 •W Loading Type Plane Frame Dead . Live Seismic LF . 1.4 Z . 0.30 1.33 Allowable Stress Increase Number of Joir-ts 14 Joint Loads I • 1.00 R 4.4 Number of Supports 8 5 Force Y -1.77 00 s per level frame weight Ca 0.36 V . (« Number of Members 15 6 Force Y •1 73.5•Ca•11/IR•LF)•W Number of Loadings 1 7 Force Y -1.73 LF - 1.4 Weight Joint Coordinates 9 Force Y -1.73 Columna 1 0.0 60.0 S 10 Force Y •1,73 44 60 M per level frame weight 2 0.0 120.0 S 11 Force Y -1 -3 Lee.•rs :..:.11 Willi Fi F1Hi Column: 3 0.0 180.0 S 5 Force Y, 0.041 4 49.5 0.0 S 6 Force X 0.063 �:nehr: a Ik•in� (N) (k-in) C 3.000x 3.000x 0,075 7 Force x 0.1:3 Columna Q 44 S 49.5 60.0 1- 14n: 6«7 758 136 6 49 5 120.0 9 Force X 0,041 .. 3460 4:5 506 61 Le•re:s Load wiHL F. Fill i Column: 10 Force X 0.08] 3467 «)H 7 49.5 180.0 11 Force X 0.1:3 257 15 KLx 60 in (:aches (a) (k-in) (a; (k-in 3.')0?x 3 000 0.0"5 8 148.5 0.0 S 0 0 0 0 ny . 41 in :8: 3-'.',, 623 514 93 0 0 0 0 A - 0,595 in 120 60 7 6 1 9 148.5 60.0 Solve 0 0 0 Pr.ap . 1883C lbs 60 60 4 3 0 KLx 60 in 10 148.5 120.0 PROBLEM CORRECTLY SPECIFIED, EXECUTION TO PROCEED 0 0 0 Y-Ly - 43 in U 0 11 148.5 180.0 •-�• �■� :0360 1244 1517 21« Column 0 0 0 0 0 A - 0.595 in 12 198.0 67.0 S 531 Stress 13 198.0 1«0.0 S 14 198.0 180.0 S I� Column load . 0 .-.0 0 0 0 Pcap 18830 lbs 1 (I Seismic Analysis per 1997 UBC 10015 N Joint Releases 2222 2222 2222 "::1 column lead . 765 N ]580 6)4 523 93 ................ Column 13 " 1 •- •• 211 Stre,s 4 Moment Z di Max column load . 3914 N 8 Moment Z 'L ` to wi widi2 fl fidi Min column load -334 N Uplift Ovet.u[ 1 Force X Moment Z N in N 2 Force X Moment Z •••••• GTM - «1: 3 Y.-I!I Y. 1.15 . 244 : F.-IN K: RM . 2:8 4 i F^r^• Y M -t 7 (� I �Z 3460 0.7893 :156 62 64 41 8: REQUIRED DOW![ . 0 3E KPS PS Overturning 12 Force X Moment Z I I 3463 1.0543 3846 166 175.0 83 :66 HCI.D 13 Force X Moment Z 3460 1.1953 4943 246 294.0 123 :4E ••••••••••• OTM . 93.4 K-IN % 1.15 107.5 K-IN 14 Force X Moment Z 4 P 0 0.0000 0 0 0.0 0 0 A31Ch::r Sp•�cial Inspect ur• 'i or Ni ? NO RM - 78.8 K•IN 0 0.0000 0 0 0.0 U : ••••• 359 r Member Incidences • _ • 0.5 " diam•�er H:lt:-FIB I: REQUIRED HiAZ DOvrN ■ 0.65 KIPS 11 1 5 0 0.0000 0 0 0.0 0 C 3.5 "embedment in 2000 psi concrete2 •�'f 1"`- ■ ::1 S-ressed zS Special Inspect:)n(Y o: 141? NO 2 6 ....... T . 652 N , 3 3 7 10380 10 94 5 494 533.8 494 4 4 5 g . 32.: ft,sec: • - 1.447395 sec '.d a per reg J 2 0.5 diameter Haiti-YJ3 II cap 3680 a 2:1 Stressed 3.5 "emoedment in 2 5 5 6 I . 1.00 000 psi concrete 5 5 7 Cv . 0.54 J min • .11•Ca•I•W 0.0396 W Tcap - 1750 N 3"1 Stressed 8 9 R . 5.6 V . (Cv•I)/(R•LF•T)•W Bia.e:r _ 262 a per leg Vcap " 3680 a 71 Stressed 8 9 10 LF ■ 1.4 V . 0.046 W9 10 11 ■ 494 N Nr4_e height 43 " 10 5 9 Brace widtc 44 " 11 9 12 Lengt❑ 6: Br3=ec 12 6 10 13 10 13 O __•___= Brace height 43 14 7 11 Brace width - 44 0.0'5 Len15 11 14 A . 0. SGOT. 1.250x gth - 6: Member Properties W «e0 in P - 31 a L r 153 1 Thru 3 Prismatic Ax 7.963 Ay ) 5'4 1 . 334 Pcap '.431 a 4,% ';sa C 1.SJOr, '-250),. 0 075 A 0.290 in O r 153 Pcap 2437 a 311 O U. Beam-Column Check PA:,E 3 PAGE 4 ......... L r V ~ 7:`101 9189 •-- DATE• 05103i 0 --- TIME OF DAY: 13:31:24 MSU STRESS-11 VERSION 9/89 --- DATE: 05/01/:0 --- TIME OF DAY: 17:71:24 C 1.000x 3.000x 0.075 Fy = 50 ksi a ■•••••••_•••• A 0.595 int ...................................................,," -- Sx 0.676 in3 JOI11 FORCE X FORCE Y MOMENT Z 5 0.041 -1.730 0.00 Rx ■ 1.305 in Ry . 1.117 in Base Plate Design Struct . Scorage Rack in Load Beam Plane 3 Levels 5 0.083 -1.730 0.00 kx . 1.00 ky . 1.00 ••________________________= O 0.041 -1.730 0.00 Stress Factor 1.333 Q ' 0.123 -1.730 0.00 Column Lead 7`5 kips >_-2222■.___-__. __-___-__ .,_","________________________ 0.083 -1.730 0.00 Allowable Soil 1500 psf basic Seismic 0.123 -1.730 0.00 Point- P M Lx Ly Pcap Mcap Ratio /A ----- - W c 5.2 15.0 60.0 43.0 18.83 27.03 831 Assume Footing 26.9 in square on side REACTIONS,APPLIF.D LOADS SUPPORT JOINTS 10 3.5 7.4 60.0 43.0 18.83 27.03 461 Soil Pressure 1500 psf Q 11 1.6 5.0 60.0 43.0 18.83 27.03 281 W 0 0.0 0.0 60.0 43.0 18.83 27.03 01 F.`F_ES 0 0.0 0.0 60.0 43.0 18.83 27.03 01 Uj an JOINT FCRCE X FORCE Y MOMENT Z 0 0.0 0.0 60.0 43.0 18.63 27.03 01 Bending: Z MEMBER AXIAI. FORCE SHEAF. FORCE MOMENT • O 000 -0.189 0.00 Assume the concrete s'.ab works as a beam that is fixed against rotation 1 0.000 -0 189 0.00 : 0.000 -0.075 0.00 at the end of the base plate and is free to deflect at the extreme 1 G.000 0.189 -9.36 0.000 0.017 0.00 Load Beam Check edge of the assumed footing, but not free to rotate. « 0.000 0 075 0.00 -0.244 5.121 0.00 ..............z„. 0.000 0.0-5 -3.70 -0.250 5.121 0.00 4.00x 2.750x 0.075 Fy . 50 ksi 0.000 -0.017 0.00 - 300 0.220 0,00 A . 0.963 int E . 29,500 E3 ksi H 3 0.000 0.01, -0.8" 1'- 0.000 0.131 0.00 Sx - 0.908 in3 Ix - 1.934 in4 Use 4 "square base plate Z 4 5.121 0.244 0.00 19 0'.000 0.067 0.00 Q 4 •5.121 -0.244 14.63 Length = 96 inches w . 10.4 psi 1 - 11.43 in ` 3.407 0.191 5.02 Load factor - 1.67 M . 757 N-in 5 •3.407 -0.191 6.43 FREE JOINT DISPLACEMENTS Pallet Load 4800 lbs 6 1.705 0.097 2.55 Assume 0.5 pallet load on each beam 6 in thick slab f'c - 2500 psi Z 6 -1,705 -0.097 3.28 M= PL/10. 23.04 k-in 8 " 6.00 in3 fb - 126 psi ^ 5.121 0.250 0.00 ::11T X-DISPW.ENBNT •• Y-DISPLACEMENT ROTATION fb - 25.37 ksi Fb 30 ksi 851 Fb 5(phi) (f'c".5) - 163 psi. OK ! . ■.■ 7 •5.121 -0.250 15.01 5 0.7893 -0.0178 -0.0031 Mcap - 27.24 k-in W Z ■ 8 1.0543 -0. -0.0017 3.407 0.221 5.87 36.33 k-in with 1/3 increase Shear : °- 3 t17 -0.221 7.40 1.1953 -0.0356 -020010 Defl - 0.39 in L/ 248 Beam fv 33 psi Fv 85 psi OK ! ! 705 0,149 3.94 ' Punching fv 45 psi Fv = 170 psi OF. 9 0.7893 -0.0178 -0.0029 v/e 9 '05 0.149 4.98 :G1.0543 -0.0297 -0.0013 w/ 251 added to one pallet load Sr 10 •0.012 -0.205 -10.28 1.1952 -0.0356 -0.0003 M .23 PL 26.50 k-in 971 10 0.012 0.20598 base Plate Bending Use 0.375 " thick 0 11 0.000 -1220 10.90 .4 1.5 in w - 469 psi 11 0.000 0.220 �r SUPPORT JOINT DISPLACEMENTS fb - 22535 psi Fb . 27000 pai OK 14 12 •0,01^ -0.103 -5.30 CO+Ja/otrve O 12 C.Ole 0.403 -4.87 13 0 000 -0.111 -6.47 �� /T J0:NT X-DISPLACEMENT Y-DISPLACEMENT ROTATION 13 0 000 0 131 0 00 1 0.7893 0.0000 0.0010 14 0.026 -0.04: -2.46 - 1.0543 0.0000 -u.00ol 14 -0 026 0.042 •1.67 3 1.1953 0.0000 -0.0006 15 0 000 -C 067 -3.31 4 11.0000 0.0000 -0.0181 15 C )00 0.06- 0.00 3 0.0000 0.0000 -0.0182 0.7893 0.0000 0.0019 --' .0543 0.0000 0,0015 APP:.: _,a ADS. FREE JOINTS - : 1952 0.0000 0.00:: i EXHIBIT IV I 1 EX = 2 746o SW Landmark 8UP2006.00176,MEC2000-00174 3 or e -_--__ I 1 3 •-__.•...M.._._. _ ......I.......e..�.........__..�. .,� w,..w -:.:xrN.E�,eifi.:a..,aa '.,-... ..,,•�_.-:2.222: . � LEGIBILITY STRIP Cmo � i � �'' Iln un Ilii Ills un lin illi nil ILII un un Ing nu nn nn nil (III nn nn nu�nn 110 a I)un uu nn nn un nn nn nu nu nil nil � un nu un uu u I nn un nn(nn un uu nn nu nn nu un nu �4 � 2 _. lomm.1cs 30 ( ) fa 13 14 I le 17 18 IO 20 21 22 as : !! 0 �7 g0 30 - .. ,_._, -- 2,:•222 _ ,_-. �,....-.,, ...-_„ .,,r,., . - __:,�,. m _ .- ,._.. ._ . - --- ._. .._. ---_2222.. -2.222..-�.,,._ �- - .- -,- .__ ,, _ - • - .r. __ -- -- - -- _ _ ,_ ) • EXIST.BUILDING "LL WITH NEW TENANT IMPROVEMENT -- 7b6 -m Sm'-0' ---- 12m'-0' - t 215'-0' — — ,� EXIST.OCCUPIED TENANT BPACE.(REVISED LAYOUT) o-- - 36. 6Q LOUVERED SECTION IN - --- - ---- --- - fI II - 6LIDINGDOOR. so r � -- ------- LPUVERED VENTILATOR - - __- - - --- - - - - - - - - - - �"� _ EXISTING CANOPY LINE INLET OIZED FOR 10 0 CFM MIN - ----r- EXIST.F RE I NOW 1 ROOM a w ELECT.PANEL6 ' o - Colrlpre••2 Room i -EXIST. ECT. e� r yoC- - - - --- ��- _ x 25 I 6ERV. I � _ Knife 4 ----------- --------------'I -------------tel I�------------f-moi FFlno'w l I I ICon \�b� �� Foll 6tamping Of i3O 014 t°MSUN Jo"'P fif i I yaP'Q"3166,4 � Pyr'°�� G� 7�uV lIxo Dock 4 atagIn,Z I ELEC. PANFI_ '2A' t�-(j), F--- _ _ _ _ I _ �- 1 .4 )1,� -_ ELEC. PANEL '4A. ; I ��,1y4, _-60x11ata_ -- - - - - - - - - -1 - - - - - - - - - - -- - - - - - - - - N - Staging Area I i U.P. 6. Q03 ►AVT TO F2j rST• kXI`J�INCyr Z `S I �,n ME/Propo•ad/ EXISTING TO m, er� � � � I ie�iiiiiiivai, REMAIN - EXIST. IRRIG. CONTROL PNL. CO _EX!ST.ELECT. SERV. PRODIJOTIOOfnu 4 I - I 11 "ROPERATION, �PL FOUR QXIOTII�6RD6" R-1 - -- �- I EN 6PAM Lunch Area g -EXIST.FIRE SERVICE � - I 5` Aloisa i WAREHOU6E DUILDINIM,OCCUPANCf GROUP 01 I $ : 1 � ^, i I I � 0 AI•le I1 I 12' AI•le • - -i-- ,--- - ,----- - ,-------- -----, i x bi----- 1 �x'(?---- --I �lS-Ai Def ---- Z5 x-S6----- - ►+ -- ---- °=-=r- U� Champlain Laminator I-- pob•l Dob•t I --Cutter/'Crea kers' I ------ � I I I I �' Atl►le TH16 OUILDING TO BE EQUIPPED WITH AN AUTOMATIC FIRE PROTECTION 6YOTEM AND 6MOK�E BYAGUATI 1 I I I I - © THROUGHOUT PER NIIJ•.I►. 13 AND UJ9Z. ARTICLE I p i ID' AI•le � OordiP4 er —� rr I 1 I + 1 00 I I / 1 � 9 1/2' A14 Is Q I'll }ng I / 1 P Re cls • i I i i i I i I 0 ( � � i i i 1m' AI•le r G I P 4 Wrap df ` � ( ° 1 + S G' Aisle f n Converting I I I o n Me ctilnse ��II/LI i i EXIST. 151-D.C. C�+LS. 1 i G I P Reeks -- - I TYPICAL EXISTING TO M - � � '�' � �. � � Y � '� �•) � i � f�tey i j L9' AI•le REMAIN 1 24x45 1 I �• . I I I I � I 1 1 _ I I 1 I I ExI6TMC11 Z HOUR WALL G I ALL RL1GC6 TO MEET P Reck• 6E16MIC REQ PER UD.C. LATEST ADDITION W1 sheeted Stock I 1 I OREGON ,NIENDMENT6 • , / � � I ---- (NO HIGH PILED STORAGE PERT'IITTED I¢t' AI•le V 0 ' - L UIArCPhS (N� li/tuCrA3 1 ---------- NO CHANGES TO EX16TINO LIGHTING AND PUJMDING 1---------------- _j - ------� - - - - 1 1 J 1 P Ra CAS -r• i TH16 DUILDINS 16 IMIF40W WITH AN AUTOMATIC FIRE t . -� 1SN-b PROTECTION 6Y'6TEM THROUGHOUT. ID Aisle Reek storage Rack Storage -------• - -I • y - I Peack Storage -, o — --- -- 1 � J, It OVORAL1. 5UII= M INC� FLOOR PLAN,. SCALE: 1/16' • I'-0' pct Z W J06: 80N1�� PRODUCTS � Greenheck wino EF-1,z 3,4 MRIott and Associates, Inc. O Fin and Ventilator MARK: 30,000CFM Fire OteCtiOF1 COnSUItIflO the fire officers. Wake--up air will be provided by opening 0 SBE Sldewall Belt Drive Exhaust Fan appropriate overhead doors on the opposite side of the building for MEer�ftN1C�L EQl)IPMNT make-up air. This provides the fire department the option of the j cc cc specific direction of air flew according to the specific fan(s) fi CoswhmdCTIONfEATURE9 operated. Overhead doors can be manually operated and secured in • o.rvu,tr e.veil.np.n.i.a.IIIIen.I welded idraIlow rledstn.a,,,vel3 the open (or partial open) LkN O� . LF2a-150 R Gf'M UN%T I'tt��� vN1t � c p position according to the ventilation l ' Il" F.DrY..!M.+elrpop.Nrtalevektrnd2.weldedsndlreinleddxlfarLMU' April 26, 2000 procedures. (see UFC Standard 81--2 Section A-3-3) •UH-�_ I ISo\�Ot7 151\1 1NR)T � 120+�Sp � 61ifRUT' 1� �T�\� � �J '►i �•t� � .,.�ustabti melo,puiMy•Ball bssrir,e motor.•'sn shntl rrtourtsd In Ball IA..rk+G p2bry ` UU Oroau•Volk realst.nl belle•Conndon reeist,nt fa.tansm With (Oda ' U y'n sprinkler head technology, the need for curtain boards U14-'. 4+� FLvE Tkf2DUG1i ROOF, IIS V. ' IIB F4,0, FAiQ \�Jtr UD- - to control the number of operating sprinklers has become passe. ,����-� �+ f'\rc1 Memorandum Tests have shown that often curtain boards interfere with sprinkler LIH-4 1(o5 LBS. SQSN-Ij ' FWtor1 STf-k)C_TURE, \re � Uj son operation causing sprinklers to be less efficient or to I 2 Q unnecessarily open more sprinkler. heads than necessary. it is uH'S HM4-YwEA,L. 78"1 ('W-b5') Tltt^R(hoSrM- Ca br A.F,F, �- `—� OPTIONS i AGGE650R1la _ —"-� � ' VL-7Z-Tower Vw vora- proposed to not provide curtain boards with this sprinkler design uH_b O Ertrpa w4hNMatte eezarkeF.PAC7endNEM4,.lo To Whom it May Concern: of 0.495 qpm per square feet over 2000 square feet u.9ing K.11.4 I 6�31-PS-s z.rw heads. RAIldrNamo-1PToggle. M)WLiOfavIttrOp.e From: Ronald K. Melott, PF., Fire Protection Engineer O I ---a.- ClosureAegles ,,.,,7oovl..aroppedlm. stat/mm EF-I tE�T►Ht2� SdE -3 41-15 SlotwAu ExF+INST FAN iSfp1Won�"�'0fE'4in0rwO��'O'"b RE: Curtain Boards and Smoke and Heat Venting . Z LU Bonita Products Addition 4,a1Mta♦' EF-1 30�0M t,F,M. Go . I/gr, S,P, Im 7400 SW Landmark Lane NOT!!S:A,04+e+da+.shown m H ynM d Inches Tigard,rd Oregon 11079 , I ii. Q Q I/J � Elr•3 hfooV,� �¢ ,. 1 Is I#P, MoTO•R , � ..1 01Mmebfe OR ON. �F-�{ �j2D t•g5. ,� WRt�- M6UNC', •o. artrger nle Recvrrn•+oeo AWP • Under Uniform Fire Code (UFC) Sections 8102.-, 8102.8 and Tables M1 wnopr4noc+�l w•le+rfb) 81-A and 81-B, smoke and heat removal and curtain boards are: 4 iota,�` MI)iM STf1�_w-iZS /1Nb t,ONT?_,6%_ isy OOtr••"RS. 44:u 4+.ntr N.75 220 required din areas for. high-piled combustible storage. The K.SEW �Pi� Iwo cc PERsoRMA_Nct tt�onti•o,AhNn•,T«n m,rr,x-70) exception to UFC Section 8102.7,1 allows for alternate methods to �� /z�/a, _ •■� n� -vo►r,'. y open. Motorl.r�,,.lon be approved by the chief. Because of the ineffectiveness of roof 0110 Me" ePtr,.wc) FRPM (ho- ta,lna0 v�GF Encbeura RPM g by UFC Standards 81-1 (C FM Pow. ventilation and that this fact is recognized s and el-2, Sections 3-2 and 3-3 respectively, and that fire � 6BRJL42.78 201000 C12e 7n d/ — 71Q �eoaM TEFL 1721( protection design parameters in these standards are developed r4 without consideration for 0 +, I eoutm provision of r.�sft curtains and smoke inlet soundower � --- tlSA Sonh twA,•A,wooredswxWp wW-0,hsedonAN& vents, it is proposed to not provide roof vents in this building LU )DO 20M 40DO � f a,.4. eu.AmartIm sound oeuv Land t5.0kta addition. Tests have ohOWn that -oof vents are not able t-o m f orar.taurroAMG►Be,arB.ot� function as intended in buildings equipped with automatic fire s• .• sprinklers. If the vents operate before the sprinklers, the effectiveness of the sprinkler system is lessened and if the vents ¢ +a - - - r, operate after the sprinkler system, there in not enough of a y •� - thermal p1Lme left t:1 lift the heavy moisture laden smoke uv - •, chrough the sprinkler discharge. It is also desirable to pit O ventilation practices under the control of the fire officirs ov- O - - - - -_ scene. f Therefore, it is • " � proposed to provide four 30,000 cfm mechanical -- - _ fans in the side walls of the building for smoke removal instead of the code required roof vents. The fans will be operable by manual L 11witch at the fire control room and therefore under the control of R,Ev. fo114-10o Pte, M — u •• - 71enf.ca IA+.euee., :tsars set Bonita hoeaece, vi•ara OR MOM R,PICIt .• al ,IV peee.,abaueb Associates notra• peteeabaaAAb Jseeeiwb• ( AWN R• RIG" !yt Mnw.l.e•a e, • ' ' v e/faaeao 1 14/2413000 1 JOB IVO, 00101 +'�•-la•I""' 11650 S.W. Bel Aire Lane • BReverton, Oregon 87008-5r308•(503) 643-5608 DATE 4/12. 00 FAX 643-5608• Pager 295-4684 •e-mei( rkmelottQjuno.corn •were ewe-sal .. .. . I 7400 SW Landmark BUP2000.0017e,MEC2000.On174 4 of / .-.-....._---.�.....,....�..... _. .,..--+•4•/laleRsa, ♦ r .. .r..n.-:.....,-.,M,.k.;.a-•,ww:n.a..m•m..,r,,..,rnw.a.m,.�sa.� .. - s. _....» rc..-....._—.a...,.... „.e Inn Ill uu Ill ull un uu nil Illi I I I I I � I � •I�I I I -� h I I I I I tit j Cfll I I I I I III IIII III lilt IIiiIIIII IIII III iullill 1111 Ill Ill IIII IIII IIII III I I IIII III 11 I Ili IIII nil Ill III 11 IIII IIII IIII IIII IIII IIII Ill IIII IIII IIII IIII IIII IIII II I IIII IIII ,III IIII IIII illi IIII IIII IIII LEi+IBILITtf STRIP o I ;� ♦ l wp 7 6 0 to l ( 12 13 14 Ile II7 Ile Ito 2I0 21 2I2 2I3 �4 ( 3I 2�e I 2I7 128 12l9 13I0 •--.__.�_ r o....l ea CD 0 ?s ,L< �A r ' • 1 t "t d .Y+ n(� !Y • k, i r f i rzD Q � aS Or I . o 2Qd WLL w c W ~ WHI Wa H = PIL 13 o � Q I CL a W it 7400So W. LANDMARKLANE f M r TIGARD , OREGON DE N H . OREGON / /00 q� OF I U figO�ECT111C1N11"rY1f1ARf ®/ ECT � Y LD CSDI ��iI�ARY �I' — z SITE/BUILDINGCO1lER SHEET APPLICABLE CODE 1"'! UNIFORM BUILDING CODE WI ISW OREGON AM04DM YTEPROJECT CONSULTANTS Ib1 WI�FIR INFORMATION IMI1 WIF01l� MECHANICAL GOUE: ga 191111 NATIONAL. ELECTRIC COD, 90.1 PROJECT/CODE �FORMATWIV U A( TENANT: PF+fC>�C77 DE@cArr,orr TI41�TL TENANT PIPMA0Q"�T WILL 0014"T OF ADDIS A P!W NANDI-CAP oo�,o AQE�ICY' CITY OF TK.AR'J AGCt@MIOL.I[ RETMGM AND A NOW PITC @P1WC11R MGM IrJA1. ILLDNO ZONE% I-W(HEAVY INDUSTRIAL) a — OONTTA 10 A AMCIALTY PARM FW04M AND DIETIMONTION S2 N BOW,A PRODUCTS COMPANY. OONITA Id CLBM1111111INTLY 00MrYLI*THE dyTIM!D OF TWI JS 7400 S.W. LANDMARK LANE t)a=W suu.Dl C THIS TQ,ANT rw�',rIT WILL ALLOW OurrTA VAIpJ ARCHITECTURAL DRAWINGS z v PERrfTTED USF 3 (a) - MAKFACTURING OF PRODUCTS PIrJOVCTM TO OCC'L�'Y T14t �,IfITt OWL.DMdCi3 TKXAM' OFEOON 'a H w PLM ST(�R m PF T"em Or 420"-Onb All FLOOR PLAN W O g � oocuPANCY, a-I N ; A3.1 EXTEf�OR ELEVATIONS U C OWNER' 0CMPANT LOAD@/EXITNO 402bm / b0 • OCCUPANTS. TWO EXITS REQUIRED. OFF:-FJIFIEEI PAWNG SPACES FEd1 FEED I SPACE PER EMPLOYEE OF TWE LAWAEST SWIFT �-1 MECHANICAL PLAN _N + LINDA HAYTER SEE EXITING PLAN SHEET A03 BOIND HEREIN. 23843 STAFF{M HILLS DF11VE N Y EXOM OFF-8TF�T PAR(NO SPACES 51 ,PACES a �� � TI= � - .R os o HIGH PILED STORAGE DRAWINGS _ 0 AOC1'�E 8FACES(EX ffrNW 2 SPACE -O FE BCOVERSHEET ARCHITECT ' • TYPE TYPE II-N WITH FIRE PROTECTION SYSTEM PER NF PA 15. LANDMARK TOT (�FFBTMETPA'rc MSPACER SP EX-2 EXH TT IV AL. 59 AGES EPPMA_11mTfENBAUGH ASSOCIATES, P.C. 200 HAWTWANE AVENUE SE, 8UTTE A-102 M&X NUMM OF EMPLOYEES Pei&VT 2b SALM OREGON 97301 (5m) 585-1ISOO BONITA ROAD L FAX (503) 581-8294 AL.LOWAO-E @ULOM AFEA, SAW ALI.AWA$F AFEA! — z CONTACT, LO NVY♦DEF++FF EIAUQH 120" ba FT. O CONTRA Ce"I O1 FE PROTEC11VO PROJECT �71TE w ALLOWS 3 TIMES 1200 Sa FT. . 36"0 SGL FT. _ UA EUMTT 8HU.18 CONSTRUCTION, INC. YARM � O T740 22ND STPtcT S. E 2 $IDU • 1 114% OVER 20 FT, 34'-m' MINUS 20'-V14'-C' X 1]b • 11AP 1► SAS OFEWN 1.119 X -160" SQ. FT. . 42-AM SQL FT. 0 i1 (503) 382-1104 Q (5013) 399-"73 EXISTING BUILD O ATEA �■ CONTACT DAN 8HEE7S m amp" rgwrT an-31111111"s 11101111111 Ili DRAFT STIOPS/SMOKE AND FEAT VEMTIO SEE SUBMITTAL PROVIDED BY MELLOT ARID ASSOC. INC. a u MECHANICAL � � MECHANCAL SYSTEM FOR THS PROJECT ARE TO BE BIDDER/DESION � A DEFEFAED SUBM 11 TAL N ACOMANCE WITH U. B. C.SECTION 100x3.42 Ff E FE>98TW TS SEE SUBMITTAL PROVIDED BY MELLOT AND ASSOC. INC. O � p SPRINKLER SYSTSA AUTOMATIC SPRINKLER SYSTEM THROUGHOUT. DESIGNED AND INSTALLED Q Im M A. I W ACCORDANCE WITH N.F. P 13. � Z A C%)MPLETE DESIGN FOR THE FIRE SPRINKLER SYSTEM 8FN1LL BE SUBMITTED j qc J NG TO THE BUILDIDEPARTMENT FOR REVIE19. APPROVAL ARID PERMIT. SPRINKLER CONTRACTOR IS RESPONSIBLE TO VERIF't' WITH TWE FIRE MARSHAL THE LOCATION OF THE F. D.C.PRIOR TO DESIGNING T14E SYST'E'M. low w Q Z 0 t� y O O I DE'BLiN LM DMWN LFG 3FOe W. om DATE 6/e/00 d AlOmol 7400 SW l.ndm.rk SUP2000-00176,MEC2000-00174 6 of S NAME, F,\DRAWINGS\Bonita\98134_G_CVOI.dwg DATE, AX 14, 1999 TIME, 11,57 AM. - _. .....�..,.,:;,,<.,Kra.,...► :,ar,, ,4 .+ _.... ...... CRl II�IIIII IIIIIIII� 111/1111IIIII�IIII IIIIIIIII 111/1111 IIII�IIII IIIIIIIIIII�II�IIIIIIIl�u �IlululllnnjII �IIln1ln�lut�jllullu��n��ltl�t�llnlllu��ui'���ijin�I�nl� nill��n�I�il�u I��Inll�l LEGIBILITY STRIP b I Q 3 1 b 6 n 21 I io,,,�■1011 10 11 12 13 14 le I'7 18 Ip 20 21 26 23 24 26 2O 27 @ 2. 3O 1. .y: t4 'j t '001� f NEW HIGH PILED STORAIGE THIS SIDE NO HIGH PILED STORAIGE THIS SIDE O11111111 E3UILDING - WE RACKING FLAN OIs BUILDING 4 Ll EXIST.BUILDING SMELL WITH NEW TENANT IMPROVEMENT G 2861-2'• -- t 2151-0' 16'-m' �'_0• 120'_®' j'_0' EXIST. OCCUPIED TENANT SPACE.(REVISED LAY0,1T) t - EXISTING CANOPY LINE - - - - - - - - �.i EXIST. F RE Compreeeor Room I ELECT. PANELS EXIST ECT. N Y 10 x 215 6ERV. ILIL W Ex1r 1 I I ------ - - I ---- - -------T ----- --- ----- - L_ _ - ---r-+ FGonVol I 71L Foli 3tampin9 g 13 EEPE axler MRC 6�RVIC•8 LOADIW O •LOADING WAREHON6E EIUILDINt3, Y"OUP 61 4 CONTROL VALV56 POR 4 N _ - T i i I - Y to D J DOCK STORAGE �-------- btagine Area ; u �.�. ; U --- ELEC. PANEL '2AI' �H. i b0' x 100' i i i z IU 1 r, ELEC. PANEL '4A1' p'-0'x10-0' ; ; ; i EXISTING TO USABLE 6TOR. NGT - 2r-C Propo••d T r , , - - - - • c.C�-f9ODITY CLR. MGT. - lr'-Q• FOId•r-Cskw i i REr'tAIN V - MAX- PILE VOLUME - 46.2M Cil FT. .- �r_ �. --- - -- - - J EXIST- IRRIG- CONTROL PNL. RacK Otoreg• 1'-'mAx -- / - _ J EXI6TELECT. &ERV. -___-_ _ - �.__, USABLE STOR MUT - 21►-0r IIIGLL l�OpuCTION OPOUTION,OCCUDANCY dAOtP P-1 I- Ornc• A W t EMII�VT iRE6tT PLAN POR EX16TINCII --� Lw4h Area NO IN RACK FIRE COMMODITY CLR MGT. - W-V T94ANT 6PACK � MAX PILE VOLUME - AQP CU.FT. 6' AI•I• IT_ SPRINKLER MEADS --- - i - 8 NO� IDLE PALLET 6TOWAM OVA!1'-m' NO IN RAGtC FIRE - - � SPRINKLER MEADS 1 12 AI•I• 12' AI•I• �.rrr.......rra.\ rrrrrrrrrrrrrrrrrrrrr�rr rrr 'rrr..rrrwrrwr.rr rwrY..rw.. rrr.rrwwl __�_ _ -__ - ______,_ __ __ ____ ___ _ _ __ __ _ w.wwww.w...ww•w.-. 36 ENVELOF3E +� crta L.mlrNto► a tea l ' sle STOCK t - - - - - - AI t r r STORAGE TN16 wILDINI TO WWI FAP� WITH AN AUTOMATIC ' 1m15 69 Ft. ; PIRS PROTECTION 6Y6TW AND 040" EVACUATION ; ponWPap•r _`� l8' AL16 rJ' TORAGE ; STORAGE ; T++ROtlb+4ouT PER Nrr1► u AND UrL. ARTICu 61. A i i 9 ��� ' �/ d+ T I'm Sq.Ft. t 1056 .Ft. . U I AI ` a j�_ --- - --------- r t r r , , ! I/1 •Ir �- r , , , NONNY fENBAUGH� H1ah P.II•t• � \ \ e s ; STOCK ('m�'E•�' s, ENVELOPE s BOrotRD000 : ; SHOPPER : s - s s BOX STORAGE; p L I P R. s - ' , USABLE r-Lo MGT - r1'-O' O\ 1 $FORAGE ; 2IS'�fa4fd Wdth ' ' ---�--- --- " / O USABLE STOOL MCaT - �'•� � \ STORAGE � - � - 11 COr-MODITY :;LR. HGT. - W-W : 960 ' , r COMMODITY CLI! MGT. - >r'-Or i ; ------ i ---f----� ; (ILS O \ �' : : ' i MAX, PILE VOLUME MA32 CLL Pff i : \ , , t0' AI•I• V f MAX. PILE VOLUME - new FT. ; i i : �- - i i d ; M.xJ Roll btodc 4( i i G i P r 4lep U C,onvxtl � i t c� s� � s , � � O . o la' AI•I• � (PALLETS) , (FAL ITS) (PALL TS) 1 (PALI..ET'8) dl I 1 STOCK � _ r pp � : i i i r I I EXIST. BLDIG COL6. ' Z1.41 -m' r y1 1 1 1 1 � � � � TO YY 1 ' EXISTING � 1 DIM i i 19' AI•I• - - STORAGE S , s S S 1 34 a 40 7 EXI6TIN3 7 MOOR WALL ALL IlItACOA 14'-6 1/J' I6'-QL_ B'•m' r : lb'-m' i r 1a,'-0' �..._ ._-_-- i i i G I P 1l.Gk• N/MICC RI11aT PER UJ•G. 25 LATEST ADDITION W/ I r ' bhar•t•d Moak ORE20N AMEVDMW^ V' P W' AI•',• 9 ........ -0' ...r.r 24_m. ..-----3?-¢----•--- r a -0' .rw..r. 93_�...r 26'-4' - --------- --- -- -------------- r.w r .............r .J. .. rr �� rrrr�rru...........v NO MIdN PIL�p 6TORAdE Pwl'tITTl1m -`- - NO CMAN6E6 TO EX6T11 O L04TINO AND PLdI'I NS in USABLE 6TOR MGT - IE'-O' U&AISL STOW NIT - 2r-V U6ADLE 6TOR. NGT - 2r-C �j � 1 _ I GtOI'1M - 100000 ODITY CLR MIT. - .� CGhT1ppITY CLR NGT. - >f� Co1•r+ODIT1' CL! NGT. - >r'-0" I � MAX. NIL! VOLUME - �,MO Cxl FT. MAX,PILE VOLUME - � N L'U.FT. MAX. PILE VOLUME -4 0M CU.Fr. b Flnl•hnd E-J NO IN RACK FIRE i TMI QUI ITL�II� 16 E6LI WITH AN AUTOMATIC PIRE _-- __-- -- - -- 10 NO IN RACK NIKE Goods 6PRINKLER MEADS ; 61'�T11 16' Ale le Ml'- xl -O 1 '�'_i � 'f.#'_� SIr7lINKLER NE.4DS ; 10' AI.1• ReCk-&CIrJFP Y-4-lltltl6- _ -- - - - - - - ^ RSCK Storage w-w m X FUCA Stonee Rack 6tor.g• - ------------ R.ck 6te►aeo -- --------- -- �--- _ -- -• �_ I M ( I 7-1r t 38'-0' 14'-m' _46'-b' 14'-m' !�-m xl'-m' 6 215'-m• , 16 �*'' NOT raep: -^ OyER04Lin 5U I LD INC3 FLOOR PLAN 30000 CFM SMOKE VENTILATOR FAN. PROVIDE t � SCALE: 1/16' I'-fa' �.- -ELECTRICAL CONNECTION AS REQUIRED. N R,4 NOTES: o CTE E L �_- � 1, SEE ,SWEET M-1 FOIL MECHANICAL k!QUI1AMEN1 FORMATION cc 2. SEE RACKING PLAN FOR ADDITIONAL INFORMATICIN ON SEISMIC DE61GN REouIREMENrS 0 0 v-•�YY� Q �-��-�.� ��- PLsANS AND SPgO IF I CAT IONS SU5M I TTA QWSM I TTAL• REQU I RraMENTS FOR CITY OF TIC COMMODITY Lt I ST IMG AND CQUANT I T I ES: U. I, FLOOR PLAN OF &JILDING SHOWING LOCATIONS AND DIMENSIONS OF NIGH PILES STORAGE AREAS. I. PLANS AND SPECIFICATle '9 SHAT L BE SUd'1ITTED AS SET' OUT IN UFS, SECTION &W132.t B O N I T A PIONEER W � ~ SEF SHEET A2.1 AND EXHIBIT II EEE SHEETS A0.1, A2.1, A3.1, M-1, EX-0, EX-1, AND EX-2 M EEN1•'•1 2. USABLE STORAGE HEIGHT FCi2 EACH BTORNsE AREA 2. PROVIDE ENCsINEERING AND SEISMIC ATTACHMENT DETAILS: 0 CC SEE SHEET A2.1 SEE SHEETS EX-0, EX-1 AND EX-2 P A C K A G IN G PR O D U C 1 5 O Q May 23, 2000 O 3. NUMBER OF TIERS WITHIN EAC►•I RACK IF APPLICABLE. 3. PROVIDE AN EVACUATION PLAN In s►CC.ORDANCE WIT'N UFC, SECTION 810133., SEE EXHIBITS II AND III SEE SHEET A2.1 N cc A. CCIMMODITY CLEARAWES BETWEEN TOP OF STORAGE AND THE 61"RINKLER DEFLECTOR FOR 4. PROVIDE A FULL COMI.IODITY LISTMG AND QUANTITIES. UFC, SECTION DWI, Mr. Lonnie Deffenbaugh EACH STORAGE APaRANGEMENT SEE SHEET A2.1 SEE SHEET A2.1 Eppingwtho a Ave e, W 200 Hawthorne Avenue, A-102 ': Salem,OR 97301 J 04 5. AISLE DIMENSIONS BETWEEN EACH STORAGE ARRAY. D. PRC'VIDE ON PLANS THE LOCATION OF NO SMOKING SIGNS IN ACCOFlDdNCE WITH URC,SECTION 8101]]., BUP#2000-0175 � 04 04 SEE SHEE=f A2.1 NOT APPLICABLE PER BOB POSKIN RE Bonita Pioneer Packaging Pr(Aucts a R� be 7400 SW Landmark Lane Z cc b. MAXIMUI; PILE VOLUME FOR EACH STORAGE ARRAY. b. PRDVIDE A RACACING PLJAN TO INCLUDE COMPLIANCE U1N IFC, SECTION 6104: � t� SEE SHEET A2.1 SEE SHEETS EX-0, EX-1 AND EX-2 qC Dear Lonnie: A2 1, LOCATION AND CLASSIFICATION OF CCt1MOPITIES IN ACZORDANCE WITH SECTION 81011,4. ��` Please accept the following in response to your memo of May l8, 2000 for Item 4: A SEE SHEET A2.1 I. Commodity Listing O S Commodity J 8. LOCATION OF COMMODITIES WHICH ARE BANDED OR ENCAPSULATED. PI�ltGt QL�Ll1X Classification a NO STORAGE WILL BE BANDED AND/OR ENCAPSULATED Paper Shopping Rags 3000 pallets in 3 in Corrugated Cases y S. LOCATION OF REQUIRED PRE DEPAW MENT ACCESS rrOORS. SEE SHEET A2.1 Gift Wrap in Cot ugated Cases 100 pallets itI Envelope Boxes in Corrugated Im. TYPE OF FIRE 6UF°F'REvSION AND FIRE DETECTION SYSTEM. Cases 600 pallets III P' SEE FIRE PROTECT ION DRW GS - TAMPER AND FLOW SWITCH Paper Bags in Corrugated Cases 50 pallets III CONNECTED TO FIRE PROTECTION SYSTEM! W/DIALER. -MONITOFED BY ADT. (1) EXTERIOR STROBE AND (1) INTERIOR STROBE AT FIRE RISER RM. Corrugated Cases 130 pallets III DESION L� Il. LOC/•T''8 OF VALVES CCNTROLL140 THE WATER SUPPLY OF CEILING AND IN-RACK SPRINKLERS. Chipboard Roll Stock, banded 500 rolls lil D�� LJFK SES.. SHEET A2.1 ��• rM Preprinted Roll Stock 50 rolls 111 12. T`rP'E,LOCATION AND SPECIFICATIONS OF SMOKE REMOVAL AND CURTAIN BOARD SYSTEM. Sbould you have any further gvmtions,please call. DATE 00/D/00 SEE EXHIBIT I Best regards, 13. 011"I"ION AND LOCATION OF TRANSVERSE AND LONGITUDINAL FLUF Sr-ACES. NOT APPLICAl-3LE 14. ADDITIONAL WOR9AT ION P EGARDMb REGUIMED DESM PEATURES IT 8T Thomas A. Shaw A 2 m I COMMOD NEB, ORAGE Vice President AND FIRE PROTECTIOF�I FEATURES WITHIN THE Hkiw4 PILED STORAGE AREA SHALL 0E PROVIDED AT THE TIME OF Vice Presider 7400 SW Landmark P214 T,ttAHEF'!REQJIRl0 DY THLa CHIEF. Manufacturing SUP2000.00175,MEC2000401?4 NOTw� �A 1� E /1r r L.IVr1l7`G tpnana n www.banitapioneer.com Tel: 503-684-6542 Fax 503-639-5965 7333 S.W. Bonito Rd Portland, OR 97224 enn_Hnyter\Tenant\00101_A_FPOl.drrg DATE, FEB 09, 2000 T1MEI 9150 AM. cm "� nlnl un�iii�iin�iii�iu�llul rn�nu nnlun nnlnn nnli a nnln II uI nu�nn ruin I nI gnu a I�1 till 1111 l nllnnlul luulnnlin�li,ii�ni�nnlmi�nnliiiiliui�uul� ll�l 11 LE8I6ILITY STRIP-, A 10 11 12 13 14 a 17 IA Iti 20 21 22 23 24 2S a 27 Ste 26 30 --_-. IOAlnl.i ce CD . i)i ;4 2'. 7',"E7 1.r y. - ........AAAA,.-,._,..•....,._-.__AAAA.. I r i G M 0 o Za L .� O1 W v� LL Wlara , 13 Za a aQ W T__T_ _ �L�l 1- " _ _ - - ,, - --- I_ '�- '- - 1' �1 l - ! - - - - - iii �_ ,� 1 I . I I - _ _ -- I ' I'I I �I �I i �•� LQ�j1r DE %GNH 1 FINISH FLOOR j OLINEk,*S ! `r�.V//3./ y + OF E X I ST I NCA NORTH ELN AT 1 ON SCALE: 1/8' . I'-0' K z � g W z = 0 cl) U N�� N *� EXISTING ~ as NNW GALVALUME STANDING !SEAM METAL POOP � ,mmm GRh VENTILATOR W z ■x1�1Au0T PAN. (TYP. O* 4 E}:16TIWx 0 TMI6 WALL) GUTTER AND DOWNSPOUT ASSEMBLY BY U g 11; i �� M �• �� I �� �I i� i �� r� �� � i� � ]I�FLu (0!. . - -- - I f-Iff - IL_ ! I 1• it 1� ------- -- -- - -------- -- --- - -- - --------------- ---------- _ - L_ ____-______....-_-__-_ __ ___ _--._ __ ._--..------..-----...-.-___-_-____._._. -_ ... - _. -_-__----_---__-- ---------------.-_-__-_-..-_ XI6T.WALL GIRT (VERIFY) LICLHT FIXTURE i . r E----- PRE-FINISHED STEEL WALL ---� I Ex16TINCs FINISH FLOOR TILT-UP CONCRETE PANELS FIN16H FLOOR 7 LINE STEEL TROWEL FINISH l _� LINE LL O cc EXISTING SOUTH ELEVATION � SCALE: 1/8' ■ 1'-0' O Q W z f J 4 a � j Ex16TING - PRE-FINISHED EAVE FLASHINGS AND Q uj z 'i !II I � i I it II �III 'ii I I I !II y r— ------- r---------•----• ---------------� 11 I it I II i I I I' , - -- ; - - FMISH FLOOR --- _ D LAa ` LINE ' I _ �------ ` _ — --- DRAWN LFO ------ j ------ ----- ---------------------------- - ----- -------=-=------ DATE 0/0e/00 fI EXIST INCA QUEST ELEAT 1 ON SCALE: 1/8' I'-0' A3sl 7v"a SW Landmark SUP2000.00176,MEC2000.00174 ?Of / NAME, FI\DRAWINGS\Bonita\98134-A-ELOI.drrg DATE, AUG 03, 1999 TIME, 9101 I CR1I11'lll'i VI'I'I"111111'lll(I'llllllll'lllilllT1nnllnl iilijnli Ilnl 111 n~ " llTijllllll`I111111iI111IIIIlI111Ii1111 1111111( VIII I IFIIItI (1111 I II�IIII III VIII IIIIIIIII IIIIIIIII Illlillll 111/1111 IIIIIIIII Illlillll IIIIIIIII I�11�1111 IIIIIIIII IIIIIIIII IIIIIIIII LEBIBILIt9 STRIP (� I Z 3 4 8 -� 0 (o I ( I! 16 IIr4 Ile II 1 Ile Ilo zlo 2II 2la 213 2I♦ pis 2le 217 218 -III 310 _ IOa. .Ia n f a Ex b-. 1!.��_C EtiCs S-•E— 1--, %%E_ TE`%AJ.' 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