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10355 SW CASCADE AVENUE-1 r ATTACH Wit I j j — -- • I I I 11 BOLTS l 5 ' I I I II jl jl jl jl 1 I ' i 9 ' I 5/8" 5/81, , -_DENOTES ANCHORING LOCATION I ! 5/16" ` 2 1 11/16" I \ o ' I ^ ' 1 } INTERCONNECTED UNITS -- -- 5°TYP. FOR STEEL SHELVING DETAILS AND THEIR j 5/16" �j ANCHORING O 00 0 — LOCATION, SEE DRAWING NO. 96-0618A 1 3/8 - ---- — III I 1., 3/16" i6P 1 112" — -- -- 1 1/4" -- •— -- -- -- --- -- -- -- -- -- -- -- 1 I — ---- -- k1T— --- -- -- --* � uu 3/16" — 3/8" 1 p i!* _ A - DENOTES ANCHORINS LOCATION , /8 II 4" 1 SINGLE ROW UNITS FOR STEEL SHELVING r)ETAILS AND THEIR A I I I •' ANCHORINGI I ' LOCATION, SEE DRAWING NO. 96-0618A "' 9 DECK CONNECTOR COLUMN TO BASE SHELF ATTACHMENT TOP VIEWS (SHELVES REMOVED FOR CLARITY) jI .. • . , •0.00 ' r 000 . 1 .42 / ��a '� '" ��"''.� 7 77 76,, �3�a J\N 4A i �, �% , �• ,. ''� i' • 'i 42 77� 75 �,, ' t".`: SEE DRAWING NO. 96-0618A FOR 76 .875 �6 `x !� STEEL SHELVING DETAILS 7 --� .875 I I I \ 6 - 31 1/2"o HOLES A \ 10 .31 A .42 < g ANCHOR PLATE (12 GA.) 7 8 125 SINGLE ROWS SHOWN .1257i4•, a71� 75 _ 21' SEE DRAWING NO._90-0018C FOR 1.125 --- 1/8^MIN EMBDMNT MULTI-FUNCTION SHELVING -ELEVATIONS--1- _ , 4.23 GENRAL CONFIGURATIONWIRE WELD 1/4" WIRE WELD BOTH ENDS BUT H ENDS TYP. �!� (1) ANCHOR REQ"D PER ANCHOR PLATE NOTES: TYP. � SEE TOP VIEW FOR ANCHORING LOCATIONS (*) 1 . POST LOAD SIGNS AT CONSPICUOUS LOCATIONS DEPICTING THE DESIGN CAPACITY OF THE RACK USING A PERMANENT BACK BEAM (12 GA. 6FRONT BEAM (12 GA.) 7 ANCHOR PLAQUE NOT LESS TI-SAN 50 SQUARE INCHES 5 ) 2. ASTM A570 FOR SHAPE Fy = 33,000 PSI GPADE 33 a ALL BOLTS A307 (UNLESS NOTED) 4. ANCHORS HILTI KWIK BOLT II OR APPROVED EQUAL 7$ �TYP ICBG #4627(CARBON STEEL TYPE), LARR 24946 1 518 \ 5. CONCRETE 6" THICK x 2000 PSI N �'� �a SOIL BEARING PRESSURE 1000 PSF 1 %6,, •^ 7 ' • 3181' ` %� •' de• r .> 1 '� 7 '� 10 4 TYP. 1g I •� .� ' `L j •` ` •''� yam'! •` •!,:c, p P ' .� l '� • �, `- ��, -��' EIZMIC MATERIAL HANDLING � '' i ` • ` `• ENGINEERING I - • e,\ \ 14 ga '(r, • " ;�g�'�L j ! • `JJ `r 161 Atlantic Street 6 , - `- �, 3i , ` .� • '� • EST. 1985 Pomona, CA 91768 TYP. ` •� •\ ! I �,�) i 8' � i I✓ , .� Tel. (909) 869-0989 * Fax (909) 869-0981 •` I •' • SCALE DRAWN BY ' I ,or YP. ��1� CALIFORNIA NONE A.R. •` I ' '' 1/8 1 518" CONTRACTORS • ?f�a •` '` .� • •' *1 ./ �� LICENSE DATE APPROVED BY NO. 665374 8/08/96 SAL E. FFTEEN (TO MULTI-FUNCTION UPRIGHT) DESCRIPTION (TO. LOZIER UPRIGH 0 ell- _ SHELVING DETAILS (LOVER / MULTI-FUNCTION TYPE) 4 CONNECTOR 4A CONNECTOR ADDRESS DRAWING NUMBER - - COMP U.S.A. ' .— 3 BEAM 10385 SW CASCADE BLVD., �TIGARD, OR 97223 96-0618B J 1 COLUMN (14 GA.) 2 SUPPORT @ 1/4 POINTS ALONG 13EAM SPAN 3 BEAM Cascade Blvd. 10355 i { BUP96-00543/00546 x 1 of 8 NOTICE: IF THE PRINT OR TYPEON ,�INY TTr� IIr III SII III ISI SII III III III III 11rlIIl llf IIr � .t IIr IIi 111 .l t Ilt III III III III II' illl t I ! II III III III III III III i I Ili ill IJI Ili ili .�rl Illli i i �D� I I I I I II I I I . I f ( I I ► I I I ISI y IMAGE IS41- I I I / NOT AS CLEAN AS THIS NOTICE 1 2 3 TL ��J`- -- -_ ---_ -_b ------ - -- ---- ---- -- 1.0 -- - 1 1.2 . ITIS DUE TO THE QUALITY OF THE No.36 �� :°" A- ORIGINAL DOCUMENT E 6Z 8 Z L Z 9 Z 9 Z I V Z £ Z Z Z 1 Z U Z 61 8 I Ll 9 i �' i i E i Z T T i O i 6 8 --- L 8 9 I III i I I I. 1111111i1I I Ilf 111 111111 � Illilllll I IIIIIIIIIIIIIII IILIIIIIIIIII �IIIIIIIIIIIIIII 111111 IIII III Illllllfllllllllllllllllillllllllllllllll,Illlll�Llllllllllll�lll.l.11 �.Il►�ll.11llll!1L�Jl�ll l ll it 111 IIIII1�111 i ,e` E J __SEE DRAWING No. 96-0618A FOR SEE DRAWING No. 96-0618A FOR 0 SEE DRAWING No. 96-0618A FOR 6 GONDOLA COMPONENT DETAILS 6 —GONDOLA COMPONENT GONDOLA COMPONENT-iDETAILS B DETAILS - - -- _ -96" -- - - - 31" -- - gg�� - - -31" - ---- 96" - - f__ 31„ �__ - L/ Z_ f I I SEE DRAWING No. --- SEE DRAWING No. -- - SEE DRAWING No. 96-0618B FOR 96-06188 FOR MULTI-FUNCTION - T 19' MULTI FUNCTION MULTI-FUNCTION I FUNCTION COMPONENT I COMPONENT DETAILS COMPONENT DETAILS 2J” DEJ ILS 19" I 120" 120" 120" _ 120" 120" 120" 31" 19" 31" 19" a . SIDE VIEW „ x 6„ FRONT VIEW 6 SIDE VIEW FRONT VIEW .�RONT VIEW SIDE VIEW TYPICAL STORAGE RACK ELEVATIONS _6 \ SEE DRAWING No. 96-0618A FOR /_6A EE DRAWING No. 96-0618A FOR NOTES: GONDOLA COMPONENT DETAILS GONDOLA COMPONENT' DETAILS_ 1 . STORAGE CAPACITY- 60# PER SHELF .31" 96" ---22" 2. POST LOAD SIGNS AT CONSPICUOUS LOCATIONS DEPICTING THE DESIGN CAPACITY OF THE RACK USING A PERMANENT _ PLAQUE NOT LESS THAN 50 SQUARE INCHES 3. ASTM A570 FOR SHAPE F = 33,000 PSI GRADE 33 Y 4. ALL BOLTS A307 (UNLESS NOTED) 5. ANCHORS HILTI KWK BOLT II OR APPROVED EQUAL SEE DRAWING No. SEE-DRAWING.No.- ICBO #4627(CARBON STEEL TYPE), LARR 24946 96-06188 FOR 96-06188 FOR 25 6. CONCRETE 6" THICK x 2000 PSI MULTI-FUNCTION M.ULT-1-FUNCTION. COMPONENT _ COMPONENT 7. SOIL BEARING PRESSURE 1000 PSF DETAILS 1 DETAILS 2 ., — 12I0" 120" 1 120,. 120 _ " ANCHOR EVERY UNIT 1 AT FRONT & BACK 25" 1 " 31" 10" I . 7f FRONT VIEW SIDE VIEW FRONTVIEW SIDE VIEW TYPICAL STORAGE RACK ELEVATIONS SEE DRAWING No. 96-0616A FOR 6 SEE DRAWING-No. 96-0618A FOR 6 GONDOLA COMPONENT DETAILS GONDOLA COMPONENT DETAILS 96" — 36" -18" - - f { -- 14" 1 „ +_- -- --- SEE DRAWING No. - SEE DRAWING No. 14" 96-0618B FOR 11 96-06188 FOR ���� Ir ���--" EIZ IC MATERIAL HANDLING MULTI-FUNCTION 11" 84" MULTI-FUNCTION_ , ti —INC ENGINEERING 84" 14„ 84" COMPONENT 84" COMPONENT � � % 161 Atlantic Street DETAILS - 11" 'DETAILS EST. 1985 Pomona, CA 91768 Tel. (909) 869-0989 - Fax (909) 14" 11" 869-0981 CALIFORNIA SCALE DRAWN BY 14" 11 j CONTRACTORS NONE A R. LICENSE DATE APPROVE[.) BY NO. 665374 8/08/96 SAL E. FATEEN t FRONT VIEW SIDE VIEW FRONT VIEW SIDE VIEWDESCRIPTION STEEL SHELVING ELEVATIONS (LONER TYPE) ADDRESS DRAWING NUMBER -- - - -- COMP U.S.A. TYPICAL STORAGE RACK ELEVATIONS 10385 SW CASCADE BLVD., TIGARD, OR 97223 96-0618C Cascade Blvd, 10355 BUP96-00543/00546 ^T1lMkMB + MNIa95R}�!!R !uv r •,.;:,,:, e' ,w n.: +q�„ py,: 2 of 8 00 011"M NOTICE. IF THE PRINT OR TYPE ON ANY FI-1" I r [ Jill III III III 1 1 1 1 1 I I ! III 11 T IIIl I I 111-1 1 p 111 111 I I I -I 1 I I I Ill Jill III III I � I 11 I I I I l i III 111 I � l III III 111 1 1 1 1 1 1 I I I � ► I I I I I I I I I I I I I I I �' � �U� fI I I I I I ( I I I I I I I ► I i I I lil I I III 1111 � � , y I I IMAGE IS NOT AS CLEAR AS THIS NO fICE 1 3 4 I5 1Q ITIS DUE TO THE QUALITY OF THE --_--- . ...__--___-- --- N�.38 ORIGINAL DOCUMENT £ I 6 Z W zI y ti 5 z ti CZ l z t z O ti 6 [ g i G t 9 t 5 i s t ti ► i t o s 1 t, s s ��itl13W IIII I IIII Illlil IIII � 'I III�I{III Il III I II I i I IIID III II i I!II I I II ! 11 I I!II ILII IIII I!II 1111 IIII I I II III Ilii IIII till IIII IIII illi fill illi l 1 Illi illi ll►l. Illi illi Illi L l.l�l.11ll ill- lll 1� � llll_1.1L1. 1 1-� .lU IIIII�111 �l^A. I� f ,11 mY 1y y, ' 1 y ti- r J { 1 4 I LLLLP �, i( 1 V-B 1/8" 1 1/4" <TYP. .5 1-001/81, V 1 1/4" TYP. 3/8 ® TYP, 23/8 _ --<TYP. Or 'N ' _ .035 thk. , '' ' 3 APPROX. 4cc::; , 11/16" • 0 7/16" RIVETS 1 ASTM-C1018 3" APPROX. 13/161' - V-A 1 27/32" — 3/16" 7 SAFETY CLIP 5 4 2 3 4 , V- TYPICAL BRACING TO COLUMN CONNECTION 7 SAFETY CLIP GENERAL CONFIGURATION V-B TYPICAL BEAM TO COLUMN CONNECTION _ 1 2 1/2" __ 1/2" �TYP. 15,8" NOTES : 7/8" " TYPE 1 . STORAGE RACK DESIGNED F ER DIVISION VI 96" '--- 36"—�'- OF THE 1994 U.B.C. ' TYPE 1 TYPE 2 2. STORAGE CAPACITY. TYPE 1 2 = 1500 # PER LEVEL 2.. � 16 ga Q 1/2" TYPE 3 = 1200 # PER LEVEL ® 3. POST LOAD SIGNS Al CONSPICUOUS LOCATIONS ir 37 I DEPICTING THE DESIGN CAPACITY OF THE RACK 2" ' 51" USING A PERMANENT PLAQUE NOT LESS THAN 28.. I t' - _ 50 SQUARE INCHES .. I ,P F = 50 000 PSI GRADE 50 5 39 38„ 4. ASTM 0572 FOR SHAPE y , 120" ASTM A36 FOR BASE PLATE Fy = .16,000 PSI 1 7/16" 96" 5. ALL BOLTS A307 (UNLESS NOTED) -- 2 15!16 �1 g 81 7 a 6. ANCHORS HILTI KWIK BOLT II OR APPROVED EQUAL 51" ICBO #4627(CARBON STEEL TYPE), L. A. R. R. #24946 1/8" 112" TYP. 68" �— 39 38 7. CONCRETE 5" THICK x 2000 PSI r, TYP, 8. SOIL BEARING PRESSURE 1000 PSF 3-5/8" 4 -- -4- - ----<TYP. 10" 10" 101, 1/8' 4-112" FRONT VIEW SIDE VIEW Vf SIDE VIEW FRONT VIEW SIDE VIEW g CONNECTOR 5 BEAM TYPICAL STORAGE RACK ELEVATIONS 1/8" 3/41 -TYP. 3/4" TY T-- '�- 41/411 14 ga - 3/4"TYP. 31/2" MIN. EMBDMN-T. -----------_ _ 1 I 1 I 3" 1 1/2" 3" — 2 — ��R� SEIZMC MATERIAL HANDLING 1/2" 1" c�V �� INC. ENGINEERING — — 161 Atlantic Street EST. 1985 Pomona, CA 91768 \ Tel. (909) 869-0989 Fax (909) 869-0981 �- 9/16"D TYP. �6GP CALIFORNIA SCALE DRAWN BY CONTRACTORS NONE A.R. - - TYP 1 REQUIRED PER BASE PLATE s LICENSE � �. DATE 8/08/96 APPROVED B1'" NO. 665374 SAL E. FATEEN DESCRIPTION PALLET RACK DETAIL'S (LOZIER TYPE) 2 BASE PLATE (3/811 ('HCK.) ADDRESS DRAWING NUMBER , ._.�. ----. COMP U.S.A. 1 3 COLUMN ANCHOR ICBO #4627 4 HORIZONTAL & DIAGONAL BRACE 10385 SW CASCADE BLVD., TIGARD, OR 97223 96-0618D Cascade Blvd, 10355 BUP96-00543/00546 3 of 8 . , 4�E!N�,+r�+er�•-r�,,,.,;ism-mow �.._ :_.. ,. p @ NOTICE: IF THE PRINT OR TYPE ON ANY ►_I i l ! I I + ! I I ► l I l I III I ( I 111 III III III IIT I ( 1 T I I 1 I.r 1 1 1 1 111 III 1 ' I IIIII III f111 1111I11I ' 11111 I I fIII f I I I I I I � 1 1I l1I 11I1 ! I1 iI 111 11,11,11 11 III II j l III I 1 IMAGE IS NOT AS CLEAR AS THIS NOTICE, L ITIS DUE TO THE (QUALITY OF THE _ _ _ No.36 ORIGINAL DOCUMENT s z z L� 9 z z l T s z i -z z [ z - v z -__ s t 9 t t. s z — ILII ILII IIII IIII ILII IIII IIII�IIII ILII IIII III) IIIIIIIIIIIIII IIII,IIIilllll ILII I I 1 1 I I + I T �itl131N IIII IIII IIII IIII IIII III{11111 IIIIIIIII '' 111191 II IIII IIII IIII IIII {ill IIII II I IIII IIII Illi IIII II(1 II1( illl IIII I I I .Illi IIIII�II�ltl.l 111_I �.l.l.i � � �_ � 11►11��1 '[B } Is Ir. VESTIBULE WILL CALL - OUST. -- SERVICE, OPS. CASH �C10 0 - �► c1o� - cai ria, m m TECHNICAL \ \ DEPARTMENT m a E PICK-UP �Q r $ G SALES AREA ® / G3 A\G - I PARTS QU I" 7 r E7 Ez H7 H7 H3 l33 LOCK--UP 1 G3 E2 E2 E2 f3;' H2 82 \ -G1 0±!J!�2 E2 E2 82 P6 H1/H' 9 5 t 9 51 NIFA2 A23 A7 A2 A2 A2 i.-.----------------_-----------•----------------------- Vc ' CKi CC CK1 CK' H5 H5 2 S'2 S5 S5 S5 52 57 S2 A29 A29 Al Al Al Al ���,/ CK1 CK1 CK1 F I 6 p A21/3 A14 A14 A3 A3 A3 03 � 66 S3 S3 S3 S4 I S17 S17 517 A10 A10 A10 A9 A9 `'� • J7�1= 'N "" V I S7 S'1 SI S7 S15 S'.5 S15 S16 A31 A31 A31 A31 A31 AS' `•��� I �E py f'g P9 ' 5' M4 M4 M4 M4 M4 M� A7 A7 A7 A19 A19 Aly V i '17 P12 P12 P12 A20 A20 A20 A A A21 A11 A <, 1 CK2 CK2 CK2 CK2 -4:�fl CK3 CK4 CK4 c'F' I I I P1 C6 C6 C11 C11 C1 75 114 P4 Qi C2 C2 A2 y E"t r— I ra. 4 C6 C6 ^1 T5 P4 Q' C8 C2 C2 A2 f G W C6 C4 C11 cll Cl' T5 i`';d0 N C4 C4 I P1 GQ N� C3 G1 C1 C1 C'. F-77 (:1 Cl C1 C1 Cl Cl C' I C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 N �^ V w of — — uj O (L x< I RESTROOM TRAIN. RM. 1 CORR.,' _ LOUNGE J �c taw GEN. MGR. 8W CLO.lneja RIO15 x [ci1t Ic., W ([] Li21 - — fr 1f S+ C - �. r J[ I — - , c�! a -- a $ - c1 l2 i t f ' �._ _____ _ SHIPPING WAREHOUSE F \ 1 0\ ' __�_ l 1 - EQUIP. C1 23 w � 1 TRAINING ROOM ---- -- MGRS. 4F�_0 - _ \ \- --- - - 'L. -- T I � -- CORP. SALES ----- - — -- 1 WH. CFF. TRAIN, RM. 2 TRAINING ,-- c RAINING ;— 1 \STO. c11s - - c1e�- _ _ TRAIN. RM. 3 Ic�z 0109 3'al � 1 j \ �4 11, ..L..�-- ,ra �^ LLt CITY!'F T11ARn Approved ................ •• h OondlHonPliy Appprrovn�dy• ,• , ForRMI' "I"�' pr `I Y�` exp,.,;.. , t A;taoh . .. ,►ab AddsI V:+ �f n 1� F'XTURE N'I 1ALLATION LAYOUT SCALE: 1;%.$, _ 1.- � ' NOTICE IF THE PRINT ORTYPE ONANY 1(rllr III III III III III I VIII III III I r rjI llrr�rrr rI' III III I (IIIIIIII III III III 111 111 1 1 111 III III 11IiII 1II III I VIII III III I I III III IIIIIII III III VIII I �� �l� �Qy IMAGE IS NOT AS CLEAR AS THIS NOTICE, I � I I L I__I �— I I �l I W� I1 I _ IT IS DUE TO THE QUALITY OF THE I _ I I Note oRIr,INAI DocLrMFNT (III (IIIIIIII (III II I IIIIIIII (III (III (IIIIIIII (III IIIc IIsII�IIIIIii{ (IIIIIIII IIIIIIII(IIIIIIII (IIIIIIII IIIIIIII IIII�I{II.IIIIIIIII IIIIIIII IIIIIIIII�IIIIIII(IIIIIIII Itlll{Ill IIIItIIII I{Il�llll llll�llll Illlll l el (III 19111 IIS I (III Islll�' LII IIS ii{i�Nl ( `�- `III1 T�T�- 1 T_ 9 JO 9 9bS00f£vS00-96dn9 S9£0l PA19 9Pe35 � \ DA7f 7/11/96 i _— _ BUIL !NG s i - I u- -" BUILDING I , I 1 - SITE PLAN Fill rL ct I N I — 2 -2 Q SM — Q sM_ I 2- .- ___ LJ I---- 11 i._ (— P ST— —4 3 —5 I Q SM-2 SM-2-3 _ ( _ L____._l_ Q SM-2-2 — ST-1 --1 W �_--__.._J� sM rte. � .__-_ ---. �_-•>; ra L a F� -0 (� J M- 1 -2 cx M-1 -3 EOL 0 ST 1 -2 FS2-1 FT W UJ Q v):D L X <ow U ODU U l w (36 COMP USA TENANT IMPR0VF.VJJk!J ................... it 1 /8 .M — . ..___.. 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I L < 9 i�ll�illllllillllllIIlI � 9 1._I 1LItI�IIdINuNII�I I e J° DBMS LATT 9V900 Et 900•96dnti 99EOI p^I8 ape3se,1 ' NONE a : 7/12/96 -.c>--- FX-P -- -� — .S 9K-1/2W ' C3"- EOL � 3.9K- 1/2W -��---- XM-N - � �- ------ ---- ------__-___--_.{� ._.-----p�. �---- - FX-N - M-1-1 M-1-2 M-1-3 FLOW SWITCH MANUAL STATION TYPIC'VL PK,AL _--- ---------- -------��_ _ Q- ._.._ _ ----�--- ---------- �� __- -__ EOL SM-2-1 SM-2--2 SM-2-3 SM-2-4 SM-2-5 SM--2--6 SM-2--7 EOL - - - - -- _- —_- --,' - , STROBE ST-1-5 ST-1-�4 ST- 1 -3 ST-� --2 ST-1 -1 i TS2-1 - ---b EOL �-- FS2-1 O Q C] CO C] C7 L7 L 7 O C]Q C� !-; C7 [_l CJ C�D C] Gl f.7 C7 C7 C7 LO C7 O L7 O(�C7 I J G7 [' t-1 O rU CJ Gl O C_J C7 C]O C7 C7 J t.7 t..:1 :':, f=i G7 C1 L"l C7 O O O Q C� C� C'] C] C_7 r [.m t I G �7 C�l[-7] -]© C7 C] .i r--1 0 -cl.—SMx-P 5 ® 5 FROM MXL OR TO NEXT SIGNAL OR 3.9K-�!2w —SMX-N 10 1b 10 �b — PREVIOUS SIGNAL 2.2K 1/2W. EOL. EOL __ -�S s--- i --- -- - � T51-1 STROBE TYPICAL INDICATING CIRCUIT ji; TYPICAL ALL INDICATING APPLIANCE CIRCUITS 1�'PICAL ALL INDICATING APPLIANCE CIRCUITS EOL C SM-1-1 �+ 1 FS 1 HORN STROBE v> _ SXL - z + (r 6-1 PANELIS COMMUNICATOR 5128 ' FROM MXL OR TO NEXT SIGNAL OR PREVIOUS SIGNAL 1 2.2K 11/2W. EOL. a -------120 vac j HORNZ TROBF_ { TYPICAL ALL INDICATING APPLIANCE CIRCUITS a 3 tri c.� i 0 BILL OF MATERIAL 6"1 ITEM Qa SYMBOL P&RT DESCRIPTION _ PART NUMB_ M%EACTUffA o - � 1 � S.XI. CONTROL PANEL $XL PYROTRONICS 2 2 BATTERIES MP-712 % YUESA w �) 3 EXPANSION ZONE SZE-4R PYROTRONICS 1 FACS 4 1 - 4 CH DIALER DFC-5128 `YROTRONICS 7-5 op _ _ 5 8 IONIZATION DET'CIC)R 01 -3 PYROTRONICS <CE,w 80" 6 8 DETECTOP. EASE DB-3S PYROTRONICS ^ 72u 7 5 HORN/STR06' MTS-15/75 PYROTRONICS 46 8-) .' S1R04E S 15/75 PYROTRONICS 9 MANUAL PULL. 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