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7051 SW SANDBURG STREET STE 100-1 2136699.3403 PATP I OT F I RF PROTECT 389 P01 JUN 26 '95 09:40 I �. - -• DESIGN CRITERIA AND PIPE NOTES D IUoRT`IfE,e�l rT��-c I .__._ l3T,rl�f0 97;4-6-9tl S?'6E c. viwz - r-UTLA, PC - ` IZ►►J w.E� SY S'T6r�I C ES I h�l E� f N AQP -v,l c, C)16 - P�ccK k4 ej pg 4 6, 1,4,4 1JAvl�t A4& 7-/GvACU 0,te64a*l 144C,�3 As6-n ¢ GA S79uf5 • ._ IIL. 00 I1001 ri- , IJo�I E�1c.�����-Tri, f�' A.Js+,r s -- -- _ -,- _ * fit. TU -W' ,- Fit, G-I(.f tc) ��E E ."�;y, r+1PH/Z:� ' GJS� 79t 1991 aer- 5r,�oA4•�2oj >'v '?-� 76s( ��c� .S•4ti'� �u,� Sf-. CITY OF TIGARD `' �' �� PPF, PIPE. To aE �� SuP w I _ M. _ � = D, $ 4P1 prl -To 440' ! 1/ June 26, 1995 OREGON S fDs� �looK l!°o,�l , I I 1 I C` G4- ,.r---.• oo T P�•1.• R[17�/� LOI.l 1►J r � 'I � _ O. iia l���- �) CZ.:� ^ � To g� F,!✓� �B U lo,tJ '° i 17, ,50 �z _ -, �L PWKLl0S o� Mc;?�, g,�.� JaS�t � y'`� � ++ i' r : 1. ,a C - 2. 5 'T � c�,� G� � � 4- W 3o Gars 42Albina WholeLsale!1040 NFF 44th Ave _=z ✓ - / % h W W I rJ '�� I C ��~ W W W D I I ^ l I , ✓ I �� Z �I D� REVISIONS c ��' Portland OR 9713 -- - _ 000 !.-!�, � ` �uziv� MK DATE BY RE: Rack Pallet System ^" �► _ 2 Foreign Auto Supply �w - �,� LDM r r �),� - /ir r,iq�,JT ., 0 0 1 -- - - - ^__ __ - -- --- a a ;cr a p 7051 SW Sandburg Ste.100 _ ann IJxt /QU * rE✓F'L � � �f'�tL'k DEAD ( ems Plan ��� a I�Mc' �o�•`r• /4 o fj,, �� k Plan Check #651C /�� - - -- """ / """ „ This plan review is bas,td on the 1993 edition of the Oregon Structural Specialty post-+to Fax Note 7671 Date Code and the 1991 edition of the Uniform Fire Code and Fire Code Standards. 1c From �. •�•rLl•-� �I _ ���(-lM. ,t�r/,'1Lc�J�t 7,�/p� �,�;;-� -j am- �Qa� s J h? �• ` / 0 Plana for the above referenced project have been reviewed by this office and / �r�K. _ v LIS"1 r ( t a approved .for construction subject to the following items: Co.rpopt. -_ � 7�, /� �l>(L � k'r.0� ait �!U� L_s,,�r� �.t� bF ( t[tr�w co. Q �zt �'l+r-C/ �i°.F 4-4,4 + 0 .5 1&. 9 � Phone A. 1. Bulk storage of spare combustible pallets shall not exceed eight Phone M (, U" P , k feet in height and no more than four stacks in a group. Groups rex w Z� Fox w /r�F ;„ f, �Z, ,s �,I r 2 r ,� `'E�'ri - 16. 7 C �'7' 4. �o 4- shall be separated by an aisle not less than eight feet in width ,/73 ---- (NFPA 231-4-4) . _..._.__ . A z 7 � �•�kr C 1 7. � � 15. Z, Z/,2,r _ - 2 . The distance from the top of the storage to the ceiling sprinkler --1----h - --- -- - --- ____ __ deflectors shall not be less than 18 inches (11F'PA 231C-4-5) . I - r F = E.Z¢7 4 Tz : a.4 r (� ,1 k k � k, �}GC.�*�( -r�, � p, � f4` . 4�, ._ J, leo � � These items are conditions to the approval of permit BUP95-0231. CONTRACT WII (H 9- �3 /T" �4 "2. 9�S !� ' M ��oF'f�-K pmt �= ► � , �5 It you have any quesc:ions or concerns, please do not hesitate to call.. sus �� �6 ,, s 3 3 Sincerely, -� I .1 ��L� `JT. i I 77 k -�. Z ,b c �, 7� F�/ / �,y �I�� r�Y' , O r i'1 � ZZ?r , / /� T s �•�S f[ , . . -' �. aS � �- I JdR1e9 Ftlllk 0 T N'C- I �"• 1 L�p L•�/ � �� *tA�rG 1. /• 3 / (moo�lJ/js-I Plans Examiner I ;• I �� 1 CONTRACT NAME n� GoP l 7. 3 + Lou SC' 5 U L.,(D i N ly � , 4 X1I , T£ r 4 r ►�n iz' I•-� �T T►�� , ^� � v 4- T. . 2x r. �23x o , 8�S : ;•GIs '`' _Cgo � 5-(.27 W(n�-oar -t.► c l G /Z7 Pte. V4 = Z>< 1. 84 x o. 875 _ 3. 22 k SP��t� Irl sPEcr�o►�1 {/ �• r T +� v , MA - • J27 . 5-0 rz �, SZ k '11 V `� 1�A IVA o 4 0, 4•� Q, 40 �1TRIRT .l1gin•bup95 OZJ1`.pc*b_Dl doc FIRE PROTECTION ° -0 o 1,� 17M = Z� �� kS r + � Aon �R� c1� � � M,� 134S �' 7 �c ►z N� MI��I�NaN�. ��i►1 �, _ SANDBURG, 7051 #100 VA,r1�LJ\/EX_ ; v! v�� 5 mz _7 w V 1 y '` /3RticE (. S0. 8o Sarc !��'A/c� �Zr 7. S4 �- S' �- 42x SG 4- S'+ -7) BU�F9 X023 P� (W(�)(oq9 -yy a� r�f (we (.9°I - �}y 8 S PATRIFP099CF � � O #100 (L / Y. � �j 3 Y Z, Lo L z 13125 SW Hall Blvd, Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 -- o SSANDBURG,7051 rpt{E 1 4, 4p SANDgU 7 l Z' /Z _DEI NER DATE � o BUP 95-0231 8U 23, 7051 # p,7HEET _ J08 NO P 95- 100 L4 W 0�- � 112 ' ' r'I�-��f I- n F I �'�� " �Z I �j � • 3 OF 14 I 0231 40F14 I /J Otte r4f-7e61'k 5, - S C4.G 1Z) �144)3w o•80 0. 52 " _ ' � PREPARED BY DRAWING N0. `� ' PREPAR2'� BY DRAWING N0. �• ` z7 It�7 (ei ,�4 >< <q,so� .. x .64? � �j BEAM SECTION P s 'u�Q2/ COLUMN SECTION P.S.Tii e p Mr PROPERTIES 14 SEP.'93 R-1 T PROPERTIES HATE R-2 I.J2 :v0o ZI Wa _ ©, 5x 4.S - ' 6 JAN.'92 REVISION RMT-ON I .rte �) teo ta,( 2 'TKII•v $ NO. DATE 13Y N 0 � �y /�J/G-c7,D4 1 A 15APR'9#PS g,C1�1 c. l/, d. 3 • l,a 2 "Is>/8� .< 1' 4o Z. 35+ L-1,Y')�-z 0. SIO Go&) Co��rr1�I.S - ,Q u !-o L U A4 J A•+f- LM Zu- D, 9 3 3 t H D I S r I S r ARE A MODEL x X x y Y y t H B X I S r I Sy r "'"" p� n yI `r I `y I/ in in in In in3 Ir In in3 in int MODEL x x x y y W W W OP r 2.3J ({r•� 4 5.c T 7.5 4- lb-D) O..11�. 12,✓ v /fir / W W W ¢ � 3 - ----�- in I 4 in3 In 1n_4 in3 Ift in SSS ✓ �� W WW SX 01 GQ M► n in in in _ L8020 .075 2 .75 .2928 .274 .716 .6033 .4133 1 .031 .5718 - - -I-- - LM 15 .075 3 1 .625 .689 .582 .388 1 . 156 .205 .219 .686 .41 1 ��a � , 046 (� (2 0�2 k z < l3� l` l'� x l��00 (� r : , 04,'� `� "fir rhe )� g, 4s'k -�a 15, Zg ks-� LB030 .0751 3 .75 .760 44 659 1 .026 .8786 .6054 1 . 103 .7218 - LM20 .075 3 3 1 .435 1 .023 .682 1 .263 .872 .557 1 .165 .618 _eo vaa k u LB035 .075 3.5 1 .75 1 . 1854 .6313 1 .223 .9475 6712 1 .C93 .7922 N Mk�c M = �, 50 • bx s io. D3 (��' �- LM30 . 105 3 3 1 .45 1 .373 .915 1 .249 1 . 164 .752 1 . 15 .859 N"" LBC30 .075 i 3 =.71 .3689 .8817 . 184 .9403 I .6099 .9820 .975 r - -- ��,,� Fb (. lti .6159 .961 4 1 .050 .075 � Y LBC-35 1.0751 3.5 .75 1 .951 1 .0473 1 1 .363 .9705 �- LM20/15 075 3 4.625 2.607 1 .78 1 . 187 ' 1 .231 2.577 .988 1 .481 1 .143 LBC40 .0751 4 1 .5 2.6631 1 .2769 1 .538 1 .105 .7096 .9921 1 .125 075 �N �` '` ' �` ��' - " I LM20/20 ' ,075• 3 6 2.714 2.222 1 .481 1 .268 4.701 1 .431 1 .845 1 .34 `.9Zk ` x.21 Li) k 1, 3s r �. o �; S,s �X _ 1,2E3 Y< _ 3.;`r ! 1 I� 9 tL 6 mak- l M LBC45 .075 14.5 1 .5 3.5073 1 .5033 1 .709 1 .2449 .8025 I 1 .018 't .200 - -" 7 �,,�� ; o, �o G �,o�l 4� M Gw = Z. � : 1(/ 3 k-..' - _�T S,5- ,r� i LBC50 .0751 5 1 .54.64-3711 .76551 1 .908 11 .3902 I .9029 1 .044 1 .275 LM30/15 '1 .075 3 4.625 2.789 2.126 1 .417 1 ,23 3,052 1 .094 1 .473 1 .384 ,� � '' ks= LDC55 .075 15.5 1 1 .5 5.7951 '1.0453 12.071 I 1 .5269 1 .9975 �1 1 .238 1 .350 6•�� ' �Pb a -fir /Z 1 X � �" l,,r/rX 351 / 90 _ LM30/20 '105 3 6 2.951 2.568 1 .712 1 .262 5.45 1 .788 1 .838 .075 _ 1 .590 LBC55A . 1051 5.5 1 .5 7.7919 2.7571 2.038 2.07191 1 .3498 1 .051 1 .876 � r x a + �,S"✓�2 4 4 (k- ��) J ; (. LM3Q50/30 ' •los 3 6 2.707 2.98 1 .986 1 .256 6.387 1 .94 1 .839 1 .875 a,s LBC60A . 1051 6 1 .5 9.587 3. 1421 2.192 2.197911 .4517 1 .049 1 .995 Up.l �.- T 6. ,ro _ 4. s X ;,Zs. 8. /oto llOCll�i F� � .� } Gk - C���k + 6t)'"- ¢(S �i,� Q�J /2� � °�7 41 FS- LBF356 .060 3.5 1 .5 1 .2039 .6277 1 .274 .7576 j .5097 1 .01 i 7414 9 )Is, 875 / ( � LBF-354 1.075 3.5 1 .5 1 .4739 .7699 1 .267 .9284 , .6242 1 .006 .9181 F` L 2S �'` �e c PRIMARY COLUMN BACK-UP COLUMN LBF404 1.0751' 4 1 .5 2.0512 .S 481 1 .437 1 .06351 .7190 1 .035 .9931 !4 4 5 P/�-w s L R c S-- P,f S r 4. G 4-7 ti., ¢ - 1 `�` PUNCHED UNPUNCHED x = �'7 Sx x /, 7�S� M- CK ' ''� I -- rY./¢ rte) ¢3. 81 LBF454 .075 4.5 1 .5 2.7526 1 . 141 1 .605 1 . 1984 .8143 1 .059 1 .0681 H 2 - Ply 13oe,4 c4C' lr-ia �1, i 3. 93 k LBF453 1.090 ,) 4.5 1 .5 3.2119 1 .333 + 1 .59R 1 .3985 .9497 1 .054 11 .2578 87 k „ y-,53 I B I C�+EGk (K`r� �Y = 1.0 ( 43:�i. 1�s = 3G. ��t 2 3/4 y Srf) `A " 136-W 160 AIA ll, 3 C.•eN�/LeGl r 7/8 .23 i .75 - � 1 7/8 2 !- E710 1CIx1r� r"1? el GRAv17'x/ �.Aor Fa fib / Fe d• �.l4 1- o. 334- �, pl ok � /,33 `� H .s7 F_ -- x H x - - -- / � i- x EJD �-1 x ('i,21 fZ 4 0. Zz, (@.(-6,(7Z) 14,1/1 = �J, �� k 44 MA t D 1441P = ?3. (2 k I i L+====j 74 ks, >< x H �X t Y y SANDBURG, 7051 #100 LMLM BUP 95 SANUBURG, 7051 #100 .0231 y -- ©UP 95-0231 U 1051 #100 / -•- 1 6 OF 1I SP r 02RG31 s ! NOES SANDBURG, 7051 #100 5 OF 14 BUP c3,• BUP 95-0231 7OV A 8OF14 JUN 2f, 1195 MICROFILMED 41 1111111111111111 II11111�11111 11111111+IIIA I II11111�1111111 Illlllllllill 1 II11l11(illll I IIIIIIi�IIII! I illllli�l(I(I f IIIIIIIiIII!I I IIIIIII�IIlllli I IIIII�IIIIIII II111Il�llllll� INCH MAOf_ IM CHINA IIIII11111111111111 1111111111fillllllllllllllll{ IIIIIIIIIIIII11111;�l11111111�I1111111111111111III1111111111111111111111111111'IIIIIIIIIhIIIIIIIIIIIII11111111111111111111111!II111{Iiilllilllllllillllllllllll IlIIIIIIIIIIIIIIII'iIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIillllllllllllllllllllliilllllt!illilllltl .moo �n���alos rH I K u I rI Int rKu I to I �e� r10G .IUN lo`$ '`Jb 14:16 PREPARED BY DR.4WING NO. `7 - - - - --- _._-_,-- -- ---- ------- BRACING SECTION P. TINGEY 5;�,.�v,a,ea 3- Pi.q GrVr �,e,�cx�r Mom 7 C,4-RAC QTY - Pi, , ' -iT (;;2,4C{ r- Atc�oc � NtoNl�-,� ; C,4P ( �J ; DATE R 8 ----- --- ----------------Lsdr PROPERTIES MAY91 PSN r1,o-r"/A,L ,1 ,7)f I 10 C/v!o W fr IVIA 'K1;_� Is C It� 1= 4-4 kk No. MATE BY YM A- " gaF_ itJ, A s�m p o ! 1�I n_LV M.r-I r/ _ , DEiINFORMATIONGN SHEET L D (J OATS ~-- ��( 1<' T X I S r I Sy Cy AREA P � IA>�&s X79 c 11�3z r l , N . Qs ���., ^N����w SYS, M ��4. --�--- . LOC,-',TION h �.._�... S .� GAGE x3 x y4 3 •n 2 x ti �.rl rlAw,�"-fl. II :2 9uILOING ��` -- - CONTRACT No. in In Ino In ►n I In In I I in CONTRACTOR PrtTR„y-r r- r DRAWING NO. �--- _--` - P.�, AQ�Ik Ti / 4 M o. p 9 Z 8 I ►+^ L �ALCULATEo ey L�^'�'�w E CEILING _�- ��r+ .�1Cf.� 1 nr a.. �ti IBL .V 4J 6 I •, -� 11 z C Z` t ■ COr�16U5TIgL° O NON•C0 8US �- I O I uol7 I .41 Oo 1 .0893 . i 190 I .0234 v379 � ' ` -.SSS I .«S Cv TC{UCTION'. TJ _ I I I ` - NS 14 .075 .4 6 1081 . 1440 .6169 .0464 .0564 .4043 .2839 LI. �� _ 4 �Y rp2 �,,� r►1RfE�iAt- f�tio P,� M�r 'R +I�� !;,., F, - t� l"I.(DG occupAr�c'r _ S�o4�li --- Ex. Hal 2 1 -� _ 12 . 105 .4405 .1418 . 1890 .b041 .0621 �.3999 .3885 ��S�NN � Fp J. o �,,� FSR CnLL)�IN eyiA'-eiejAl- I I z y L r 1 NFpA 11' ■ NEPA 211C Oa0 NAT.. f',P 11 I/(0 ' CURVE i �(L '� ,?L UM N^S"C�(th't. US P S r ^ U �lFPA z�l FIGURE .Srz- 10 .125 .4551 I . 1706 .2275 .5914 .0764 .0960 I .3956 .4878 k C OTHER (SpwcifY) - DATE._----- - Pt sl�E-art (; _ ,a�ZB+ xo.4•�{ h _ rq� 63 j Oq2;�! �. �-?.� I u1 SPECIFIC al.)l.!'tiG �v!AoE BY - �` -�'�-- �-r /� -- o o O -s 1 STENS T (P�- C p P-[ 710 Pi - o �-- N"U L` c n AEA OF SPRINKt,EF OPERATION / on Ll�t v WµA S _ WET O OqY - ELLIGE B= 1 1 4 �vl , P gR c, vEl LII _-��s 7 o_._,,Iq y �� _ -•�.- A ►-' ENSITY � ? SPRINKLER OR N4ZZ J N j � HJc o� LM t5 oR LI►1 Zo `'t .075 v) r ;" 4- _ 0'S„ N AREA PER SPRINKLED loo _ HOSE ALL��WANCE GP : INSIDE M _ � K•FACTOA MOOE1. f 0 I �3 Pz �(Il�, „� �• B k 400 SIZE �� �- HOSE ALLOWANCE GPM• OUTSIDE HOS -.....�-- A z H= 1 1/2 X x -�'it- --- ()+132) D, 075 • IvS = �• RACK SPRINKLER ALLOWANCE _t>_ ��_tEMPEFiATURE RATING-��-'---- - _ AT BASE OF RISER COM f��4' B�, IJ QJ LNI 30 �t : 0, /OS ") vr C°L � Y ./oS�) CALCULATION GPM REOUIREO _��c� _ FSI REQUIRED � -- 4,nP lZ-v _- UNOERGROUNOTC�IR01 � k -- SUMMARY "C" FACTOR U35G: OVERHEAD ___1131),, O,/L>- a 6S Z, p© - •2. 3 s - TANK OR AFgEaV01RX "� .owtP �f:C� PU,.AP OAS A ��. WATER FLOW TEST- CAPACITY �1- 1 3.3 > I !c k J a TIME --L-��_ RT PSI ATED CAPAC4TY - ELEVATION s• OAT,. d _ I I LI.,E �, . . r;, G. 86 AND /'i = O.Ogl. Usc- �D G3 k C-1,L A-l.c GdCUrmNS � RESTOvAIC SIPSI _ - ELEVATION GPM 10 I I I I I I I I I I I I ' I I I I I I I I I I I 14.6 p I ( �� (QPM FLOWING �-� - PROOF FLOW 9 I I I ( I I I I oa In Ar/�� qA = I. G3 . 4.�5 + 0.86 e 7.75 4. . o�!c x 0.75 = /D. P, = 1.I/ k P G, S�' r P D. 07 k W, ELEVA-rloN - �--_ --- _ o I I I I I I I I I I I I I I I 10.6 n a .�I �_ ?�� -�-t• [] 8 I ALII I I I � - - LOCATION _ Q � I I 1U Ga I I I I a � SEI MA _ )D, 18x 4 /3 - 13. 57 k .� - 11'1 = 1 D. S x2, = _ O 7 I I 9 3 1 _ O A l•6 3 x �.�. + �.I1 x �f•�S t 9 �S ,� 0,07• "�,7,s i�. 9S SOURCE OF INFORtAATICN LOCATION _' O ( 1 C4 l I I I I I I I ' n- 40 ks� w!'r►,c FS S k (1M i�-+ ) " COMnnO01l'YUT __ - CLASS AISLE wIOTH �? 7.98 ( �EtS 1�1 ,� _ J�1� x �/3 h3.�13 AREA - _,,y RACK LL_ 6 I I i l l l I I I I I W O �" .o :u 'TORAGe HEIGH PALLETIZED _____._____.--•----�"- X O I J Z L' DP- 4 S IG`„ Q TORAGE METHOD; SCLI!) PILED a 5 I I 6.6 5 a a 9tA IL L,4 cm � LAI t 5 � Uq L.o colt = 4 o 7 �S k k W vnA F� 5 S k St I - N I Q U SINGLE RO`N CONVENTIONAL PALLET ❑ Al1TOMATIC STORAGE ❑ ENCAPSULATED Lj � I I I I 3 - k ATI'"L. N c�NCAPSULAT�R G Cl :OL10 SHELVIN3 1 4 Gd L Cl+� C 1 ( /3?.,10. (.5�� �, rT. t]'MOL�IPLE 90w 0 SLavE PALLET ASANgjp f STOA^ TO GEIL�tG m 4< LlI I I I 5.32 v P, 7,L o,o'J�) x : . 1, 42 LM is aKo Lw� 20 Col,�mrds RQ�G o - ll / k >- ADEN 3 = I 4 -�- Pf�� PiFp� rJG n.-{ U� SC r . I( 7 ��, e k u o U �LIJE SPACING !N'NCNE$ - 3.9 9 v s ��z���• !Q./�.� ) 1, 9 9 < p � 4c TRANSV ERS E ----- Q C 3 I I __.__T _ 5 SYS M 7 2 0. p 5 �� .r.. (X LONGITUOINAL J S I I - 2 I I I 2. 66 N Z I. o k ..��'�!_oL : I� v HORIZONTAL BARRIERS PROVIDED aZ 11 I II I y� � G�� rwNs f�fi..�.►4 (', : �+I/3Z � X c.tOSx 55 = 1. y9 w k 1 .33 N yi/ � 4 V, P,l � C P. - l• 63 0 e I"- ?0 30 40 50 60 7 0 $0 Bio S��s 23.13 SANDBURG, 7051 #100 '' k SANDBI,�C,, 7051 #10 ,,,,.,,�•.��,..•,� LENGTH IN INCHES _ BLIP 95-0231 dUp 95-0231 SANDBURG, 7051 #10G J�JA 1 3 , s k ill j o F �a -;+ 4 9 1Cc�'� SANDBURG, 7051 #100 10 OF 14 r 11 OF 14 BLIP 95-0231 BLIP 95-0231 I � 12 OF 14 9 OF 14 JUN 2 6 1995 MICROFILMED 11►1111 � 111111'IMAOIE 1 1 (1(1111111111 ► (1111 11111111111111111 11111 IIIIII;I111111 111111I►111111 1 ►1111111 11111 11111111111111INCH IN CNINA '1111IlJill lll(III(I(�IIIIIIIIIIIII(1(IIIIIIIII((((IIII(II((II((IIIII((IIIIIIII((�IIIIII(1(III(III(((1(((II(IIIIIIIIIIIIIIII(IIIIIIIIII(II((IIIIIIIIIIIIIIIIIII(IIIIIIIIIIIhIIIII(1(III(IIIIIIIUIIIIIUIi(1(II�(I IIIIIIIIIIIIIIIIIIIIIIIIIINIIIINIIIIIIHIIIIIIIIIIIIIIIIINIIIIIIIIIIINIIIIINIIIIIIIIIIIlI , i n I r! 0. . I f I 4 I n Cj Al p 00 k 1X. 1 - s f r 0 0 InQD i Z r I Of i W W Q CD T r } N0 n N Q >=— I Y_ar 1 ! C V CV w - LLJ uluj cr � fl Wt-- i �• lZ�ys r i W1U�T BE ON jorL3 SITE v7 t--M O� t;:iilV �Ni'r,vvtJ NLti LLJLLIZ - �Cr IN (_J_j 4C s ma cn ................................. ...................... •.... ..... ..._. .. ......., 2.:Z ti+0. �---� cr 211 c, FLOOR LAN T _:j_ cy.m Job Adam I 1 ��� � -4 x n. 1�``©• l 3.� c JI • ^ 4fm!,w ..".�> J A ry th SA It BUP 95-0231 7p51 + 100 0� � 13 OF 14 L7 MICROFILMED I� Illji + !(I (I ( i I� I(I ( II!�I (!�! !(!jl( I�I(I(I i Ijijl ( III (!(!(! !jl ( I ► I I( i ( I� II!jl ; lj !Ilji( ! 1i1(! ( 1 (! I (I (! I ljl( f(III (I(III (I (I (I �l(I(I I I( I(I( II1(I(Ij' I I( I(III( I(I(i f(I (I(l�l(I(I(i - INCH MADE IN CHINA �_— 1 - III li��l�ii�lii�lllni�iilllliiil�ii�l�uilillilluiliiiiluuii�iillniliuil!!!litilillilll�i!liltI!II!illlil�il��i�llllii!�!iltll�'i 'li 'i!�illil�iiiii�il�iiil�li��i►i��ifn;ilAulliniiiililEniiin�li��i!inal�ni!°iii =own=& 3' -0" 1l.-0" 12'-G" 101 -0" r-cr _ I _ �--� - 400 Ibs 400 Ibs �,. ` 800 Ibs 800 Ibs I 800 Ibs j4,500 Ibs _ 4,b00 Ibs - C3 (TYP) C3 (TYP) C3 (TYP) b 800� Ibs 800 Ibs 800 Ibs 4, 4,500 Ibs 4.500 Ibs ' _ — _ ( ) — b B 4,500 Ibs 4,500 Ibs tto N {y� 800 Ibs IUNNEI AISLE (1'0"' 800 Ibs 0 "' c 10 4,500 Ibs 4,500 Ibs iA tr U 51l1� FR 1 FRONT d P X41 _ YU 'I _RACK ELEVATION RAOW 1 RACK ELEVATION ROWS 2 AND 3 SCALE: 1/4 1'-O - ---- - T-lr SCALE: 1/4"=1'-0" �xi +"� �v gg )3 3'-0" 12'-0` 10'-00 OR 8'-0" _ � 3'-0" i'-0" 12'- 0" 10'-0' B'-(f 300 Ibs 300 Ibs _ - — 300 Ibs 300 Ibs 300 Ibs s 300 Ibs _ 300 Ibs _ 300 Ibs 300 Ibs 300 Ibs C E' b 300 Ibs 300 Ibs ?1 ( • .,T - --- o 300 Ibs 300 Ibs 300 Ibs j v 50 t^J U� `� 1� 300 Ibs 300 Ibs b° i �O b b G 7� v o n -----� — o / S o C3 (TYP) L C3 (rvp) v 300 Ibs - - ; ----- 300 Ibs b o n / ! S y �� f In 00 / O fn C (TYP) (TYP) L C3 (T'yP pt FRONT FRONT y RACK ELEVATION ROWS 4, 7 AND 8 RACK ELEVATION ROWS. - AND6 SCALE: 1%4"=1'-0" — E 2 3 4 0"SCALE. 1 4 -1 _.__ -- .075" THICK BRACKET ASSY _ ---{{' / " �- x- .375 R 144' /8 BRACKET ASSY 2 3/4- I m o J 120" --- TYP 7 Er h F 1 co C0 co - - -- - I -- 3 ) 1 /8� c7D CO — STRUT o Ty P> ry 2" TVP ' • Ito 144" OR 168" I ® i a REGi � 4 ► .075" THICK 4 n <TYP • • 1100 TYP 1 /2-8 /BEAM SECTION .075" THI' 1 / .090° THK. oa AS'M A570 GR50 /BEAM SECTION ix ASTM A570 GR50 w_ rw =n <w <ar- .531 SQUARE — 3 4' 0 �LM 20: ASTM A570 CR50 UPRIGHT COLUMNS Q 50 LOAD BEAMS LBF 453 LOAD BEAMS_ LLJ �g g -~ I USE 4-PIN END BRACKET C USE STANDARD 3-PIN BRACKETS J adz NOTES oa._o 1/2°0 c a�n z BRACKET ASSY3 q" 3/1617 LJd � N �7� 2" 1. PALLET RACKS ARE MFD BY LODI METAL TECH, INC., -Ja AS NOTED ---- - -- TYP> \ 71T 19/32"0 OF LODI, CALIFORNIA. 06 " 2 HOLES 2. STEEL USED IN ALL RACK ELEMENTS CONFORMS TO - QO I I \ ASTM A570 GR 50 WITH Fy= 50 K51, AND Fu= 65 i:SI. _ _�� -�\ \ 3. STEEL USED IN ALL BASE PLATES CONFORMS TO ASTM �j~ o A36 WITH Fy= 36 KSI, AND Fu= 58 KSII-Ig ' `a 4. MAXIMUM RACK LOADS PER LEVEL PER PAIR OF BEAMS * i SHALL BE AS SHOWN ON RACK ELCVATIONS, THIS DRAWINv. L < � 5. CONCRETE SLAB IS GIVEN AS 5" THICK, WITH fc'= 3,0UOPsi _ ^W O i ALLOWABLE SOIL BEARING IS 2,000 PSF FOR GRAVITY g fro. LOADS ANO 2, m L - 667 PSF FOR SEISMIC OR SEISMIC + � T P • i • 0 1 / �' ' �8" wor 5 1 4° 7. ALAI RACKOUPRIGHTS ARE MODEL LM 20-192-36 `1j � z'_W YNn �i $-8 T 8. ALL RACK BEAMS ARE AS FOLLOWS: 001 /' C p Z A LBC 50-144 BEAM SECTION .075" THK. BASE ; 3 C)1� THK A.J 6 M I L. D STEEL �1 '' C LBF 4G4-1404, 120 AND 096 a� ASTM A570 GR50 D --�___—. 9. BEAM-TO-COLUMN CONNECTIONS UTILIZE 3 AND 4-PIN BRACKETS C� C� - FLOOR ANCHOR DETAIL AND "A" TYPE WELDS. �z� BF 404 LOAD LJ [. AMS E L rl 10. TIE-DOWN ANCHORS SHALL BE HILT/ KWIK-BOLTS, N J __ _— J E. E NOTES FOR R SPECS • USE 1/c x 4 1/1' BOLTS, 0 3 1/ 4 MIN. EMBEDMENT, i USE STANDARD 3- PIN BRACKETS TWO PER BASE PLATE. SPECIAL INSPECTION IS NOT REOUiRED. SANDBURG. 70514100 BLIP 95 0231 14 OF 14 JUN 2 6 1995 MICROFILMED INCH AO O11111IIII�IIII�IIII� IIII�II�II�II III�IIIIIIIIIII IIIIII�I�I�II IIII!IIIIIII IIIII�IIIIII IIII�I�I�Illlblllllllt��l�l �i�111�1 1�1� �I�I�I�I�IIIIIIt1�11I�1�1�;' ` N MI IN aNA i 'r----� —Ir� Nnhm nnliulfnohuunll6ulluDlml uulun unlull mlhl dullluehmllulhnlll111hmIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIli1!II Illdnlllnnl11 Ilydnullulh lldn411111111111I111IIli IIII III IIIIII; IIImI I111unlu1'1111 111l 1 dn(1