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16100 SW 72ND AVENUE BLDG 18 0, ADDRESS: 16�o NJ) AVENU4- �Z isVecordsVnicroflm\targetslbuilding.dcc 1 LEGIBILITY STRIP C 2 3 4 5 6 7 8 9 10 I 1 12 13 114 18 17 18 19 20 21 22 213 214 25 28 28 29 30 25 )(OI Q No • IOL 'I I' M.,I ,.,..,, ,.. ,,; ,. ,..:. . •.- .: �,. ,, .,, ,,. r.-fi��tR�, �rrnq�r.`nm.vzsxxcsy +. - - ., F • I i I — I bbs�4 h(2 t8 �6r I r"ll - === �. 11 ' ' I if 1r E 5: I F O REMOVE ALL LIGKT Fu.TIJRE5 5K)WNEX R 15 tED6REPLNcEwlT►+ P^RAbGUC3 i3 �" - " 1 F POJECT INFOKM TION 1 E AS SHOWN - F. 3 � 13 � � 3 } '�. I I I - - C 9 REMOVE ALL CEILING TI.E, REPNNF __ _ 33 p _ _ _ , - = a BUILDING OWNER: PACIFIC 15 5 REALTY SEQUOIASPOKCTES,OLOP. p TO MEET 51E5M�C REQUIREMENTS, - _ _ - , IR �4 _ _ - - l - _ I t� LWIP T O MAY E 2 X 2' 6 NDD/11 t NEIN - - r O J 7 O 2' CEILIWG TILE tp IN/�TCM EXISTING2 �I Al L SrRIW�lERS 6 riV^C . - -t I/ --' PORTL D, OR 97224 ARE CURRENT L r EXISTING. • • �) " , - - OC.ATE tis REQUIRED FER CODE 6 • r • TENANT: VERIFO E RpQM LAYOUT I - • " _-� -v -! -- -- _ I 144 145 WAREHOU5E I WAREHOUSE OCCUPANCY: 15/5-2 I I p 142 CONSTRUCTION: V N a ACV Newt. ; WOMEN — ' I { ` •� 1 FLOOR. AREA: EXISTIN ADDED TOTAL V 8,936 I 4,132 13,070 5F OFFICE p[ * -- 1 0 14,5501 7,520 22,070 5F TOTAL Q 13 — 1D1 P a 1 `� z / Z3F { i • ,�I 141 r-- I �� I i n l � � I �� I � m �� I MEN PI/ \I I/ \I I! \I N I . _ • �SyTVOR�AGE I -- ' ® F I I • C==l771, -- - -- TO IUNNL ATED - ,A TO DE RENOVNIEU _ EXI5TING VEQIFONE I / n 123 ^ I ^ O j SPN�E - cz WOMEN - . nt - ' _ O MEN I I I I OE OFIE I CO E m i I - • u , I - I — • I Q FF7 ® I A I o �, _ I III I I I - - - - - - - - - - o 125 REPAIR I / W�\REHOU5E u i I A I � I A ' 1 i CI C I CIC O F E 0K/ O R 115 1 - I Ile,I F iC • I OMEN - MEN ' _--- •TI II CIC OFIE - ,• 12 TF r• 0 E 0 FI E I ;; 12 C RC ® ° OJ <u � m o < � it O u7 Q zZQI foe I Lu IL z 0 FIE _ '� CEILING PLAN I { t , I 11 - I1 [x1STINa src:,Ntr. 1t REV151ON5 i — — • � p.Q ,OLAtr Qx11TIN0: [rRINKL•R I 2 _ 2 I •�� p4liTE •YIISTING SPRINKL411 - - - - - _ - - - I INTERSTATE S ' CITY OF TI(3ARD Approved. 1 0 13 0 F 4., I Conditionally Approved........................ •I 1' 10 � „ a N _ _ �, 1 EKE OS For only the work as described in: -- xl .29 PERMIT NO.BUR.9 �l-..�m i►O - - - - - - - - - ' - - - - - - - ' 10 .Soo LSttur t0: Foil',t/.. .. 1 O Oil 31 I Job tddre^s; �v1oQ_ S.� 12�1 1. > 0 0 0 0CO F OREGON 1 BUSINESS i 0 FI E _ 1 PARY I �' to . ii . • I t 12 1 / 61 �o DATE: 2119 9f3 OF FI E ,/ AI IN -\ SW 72ND AVENUE AREA OF WORK: FIRESTOP CO. - - ---- - - - -- - - ---, - - -- - VERIFONE EXPANSION �•� •au S W TIWro 6t J KENNETH PEARSON TIWd ON 674 , ' u - - (.W).p-4140 N FAX(6W)620.4141 p� 101(m)tiN " 1\I til I 11-111 oT^'I c� IIIIIIIIIII'IIllilllllllllltlll IIII IIII Till IIII IIII IIII IIII IIII Ilil IIII IIIIIIs i IL Cr' . Y IIII IIII. III 1111 IIII 11111111 IIIIIIIIIIIIIi liilllllll LEG18ILiTY STRIP 0 2 3 4 5 8 7 e 9 10 1 1 12 13 14 18 17 18 I II9 1 210 1 2�1 12I2 I 23 1 214 ( 25 1 26 1 27 1 2e 219 30 NpNt 10L I�l.�.l,�,l�ll 11 01 I .` 111m m� op .-. .._._,_...M. nn---`nn.-,wm ! •''*+ •tartrtp.:w *.,.._,.a;a-.,•w.'""«, _ .., >-. .. 4444 4444 . .. _ ... •1•pN1Ar ....... _, . ... - _ . ... . ... 111001111414 ,.. ,.. ,. ,. ...., ,... 1p+M�MMt+wM!�•Ya�hw�u!rsta.+y�iN,wr?rf•M* �°crri�«M^.+x�T�iMart�.J�.�F�n ,�► M!w+wrwir�� ,... .Www�wa.lMmwwYwllM?a�?� �.. ... . . + !✓•�geMA�a�Yk�,4µf�p�M�N1�9q.� l - _. .. - . '••' ,. ,M , FIAH OF P-,,,AMF FOK VEP\,, IFOKIE 11b I. 0, EX1511►31i 1> N1 KEr OYE TKEE PL AW P,IATEK1,41 d LUA.M ,. SIALII SHDYVN OUIL D Ur &A PE WITH Ci�MrACIET) GFA\f j( I P,K �t \ FII L FOk I?t.f.W AT SLOYES 510`614 ALD tUNi= IT KE 5(A,IK )N 31KADE 'C% F K�)VICE K/Jl I �1 H hIGE� N6,, V110fi w/6Ri5ER6 d I 1 REAU� t-,tAX r J o A.11 IIJTEF HERASE VAIL 9" 6EL OW ' d HAMPkAll l) UN EM.C-H 51PE TypTfiE 1�ArIG KAII MOMTEG IN A KIN 2" 111uN uUIq5 4" WI( E, �. Il5 ARE TO ^%cE SLE 4' fNNTEUr;fKirt� E"KiEt1C) I, t�Er(#NG [tic, OF KAJ,1I' _ NEW CAD TO ALLOW 1 / MAX 2 TO 15LUPE L F KOR1 F?AKiP I OK 2r7 68.D KEtAYIE vTAIK, -- `wo E.X15T IN] cum T 2 , .. 1, � ,:--�--r---- ---___-__--_^- --_ - - ---,-.�------ ------ ;.�,.�- , -� --� •, ��} ,} � � �. 5.. • � � ;�� " -.,•.:, KA'.t ` ':. - 4 I �, I I I I I — I I 1 t - x � �. r--=� Z r `' — - -- , 1w 117 I 1 \ ,• r.b Ale RAIL F -- - -- -- --- - -1� E�, O.OG UT 'E K� O FK l AL _ I I 143 - EXEKC15If 132 I . I INE OF 13 I CO N F. 133 134 135 F UT LIFE I % KAI�IP I OFFICE 1 CIRC - -- OFFI�E_ OFFICE E- 1 OFFICE-- -- - -1-_=- - ----- _ I , ' I - 142- X11 WOMEN / 1 I I I L ! I 13 X11 - c, Rc WOI 1K f I 13C COPY OFEH OFFICE SUPPIL I 72 ,AVLNF ! ! ( 141 I I H- I , MEN Po ,,I LEGIBILITY STRIFE L1mn � •m - _ _ _ 17 OI L .I.l�, �..I .L � I., .�,1,..�, .l.li .l .�.�Ja •1 ..�.1,> 1 , ��.1.�.1.��. a.� .�l �l.>"a..11�,��.�.�1. � 1..�:I x 1,1.1�.11., l�I.IJ � Il.�. ,�1.1 l.�l. .,j ..�,I I �1 i 0 o. , U5E cc!, :. 5EN5pR 1` - - —-- -- SµIrCHES II• :1132.134. 133 1 t � I I _ �•,�. � . i 1 ALv9N _ -- II I) 1 E REMOVE DiiOR : NEW �.-us 1 I q REMOVE SECTION lol. 11REM0 E WALLS L FILL OPENING CL'T N' t�511Cµ?. II I l REMOVE WALLS I in OF WALL FOR I �� 6 DU R5 CUT NE• NEW Door NG 6 A COUNTER NEW OPENING ('OPENING ADD ADD DOOR 143 I 1 II ENLARGE OPENING DOORFILL DOOR 1 ` /� i i cOR FULL KT CCn?R 13 IGPEN , 5 EXERCI5 II `J L34�� P1zOJECT INFORM T10NLEGEND 131 �I 'CdKIF. / 133 134 135 ADo MIRRORS THIS� '.5 s ' 2 _ OFFICE CF WALL SEE DETAIL IL_ _�� IrLp� �� __ CIRC = __ L OFFIC I I ! EXISTINr� To REMAIN BUILDING OWNER: PACIFIC REALTY ASSOCIATES, L.P, �1�OJECT 97330 LP couc 15115 5.W. 5E000IA PKWY 0200 NEV, FULL HEIGr r DG: / USE E!15Tnw C`OOR6 ICN REMOVE CA61NET5 7 -_---- -_- _-_- TO MATCH Ex15TIP4 ,, a CAP ft"ING NEW CO STRUCTION PORTL ND, OR 97224 _ I - - - -R - -;-0'µ CENTER p00R A5 SHOWN 5 I- - - - - --- - ; - - 1— AT '-S IN ROOM �,; ' _E= NEW PA TIAL HEIGHT WALL I --- � � oMu��l� i j I �- 136 _ _ 144 i 145 �� I TENANT: VERIFO E NEW DE dt51NG WALL 1I i 10N� `�5T — �; 1 I WAREHOUSE II WAREHOUSE ! I ; I REMOVEId I I HOUR ARTITION OCCUPANCY' 5/5-2 F-- I , rv;;:IDE tLEC±TR SERVICE ; /COUNTER U TG POWER POLE FOP II .rf I 15 142 5y LP PARTITI N W/50UNO ATTENUATION BATT5 I W j PARTITIONSYSTIM -- _. I i ,� i CON5TRUCTION: V-N -- -- II I NEW CfUEETS WOMEN ., RE VE SWITCH ____ SES ION �•��--- - AWBOOHVE$� I �'k 6FPIATCM II $� SWITCH WITH RHEOSTAT I FLOOR AREA: EXISTINP ADDED TOTAL , U �� I I �► 1 0 THREE AY SWITCH 1'93 4 7.20 22.70 SF OFFICE REMo ALL "'ALL 1_ I ] I / SIGNAL UTLET 0 5 TOTAL Q I — DOov a FRAMES �I- IA A 1 CRC ;SHOW DOTTED ; L_ L �'--1�- �� \ Ir— — -- — ` r C DEDICA ED OUTLET ISOLATED GROUND GENERAL NOT E5 = ,, 1 CARPETING -.-----;rn1 Y ,l MimiI i — I I - -a 5 OPEN N OFFICE N - - :5UPPLY� � EXISTING N (D NEW DUPLEX RECEPTACLE I - --- II I ELECTRIC `EM151NG N LLl Z FELEL I RPL X RECEPTACLE ALL CONSTRUCTION 'WORK 5HAL BE GiJ%I 'NE IN COMPLIANCE � <' ALL - -- ------ - -- -- ---- REMO E SMALL PANELS ' WITH THE LATEST EDITION OF T UNIFORM BUILDING ODE, I'rI • AS AMENDED BY THE STATE OF RECON AND 41.1- OTHER STATE I 9L = _ LLJ — y _l. — SINK' COUNTER OR LOCAL CODE REOUIR.EMENTS THAT APPLY, O m=_ • CAP PING 141 E SY P L L — I� I SPECIAL OUTLET __\ D MEN I I I� — 1 ® TELEPHONE OUTLET _ It I N - , L - 1 \ REMOVE FXTURES 6 FLOOR ONUMENT WITH SERVICES SHOWN 2, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS A,NP � Z N I l1. WALL5 SHOWN DOTT:D, II LU 5 CAP PLUMBING. CONDITIONS SHOWN ON DRAW'IN 5 AND AT THE EXI5TIN3 1; NEW FULL HEIGHT DOOit, i REMOTE SINK BASE I Eli EXI5TINLR155CENT ELEPHONE/ELECTRICAL 5 i _ 139 I BUILDING AND NOTIFY ARCHITEC OF ANY D15CREPANC I = - -- -- ---- --- -- ----- .,�-- - - TO MATCH EXISTINO I LP CONC LIQQU PROP05ED FURNITURE LAi'OUT , I t, CIRC ® 2 x 4 FFIXTURE PRIOR TO STARTING THE WORK, ( C p v I I REMOVE SECTION OF I I I N O 1 I I J�AGE 77EW WALL 0 HIGH FOR 2x4 STEADY BURN FLUOR, FIX?,FORK LIFT OPENING 3. CONTRACTOR SHALL KEEP THE . REA OF WORK FREE OF - - - - --- - - - - --- - 1--- -- GARBAGE AND DE13R15 ON A DAI BA515, INCLUDING DOCK DEMO WALL 2 x 4 FL OR. FIXT, W/ ACRYLIC LEhSEFOR OPENINGS ACCE55 .AREAS. STOINCAI�D SCENT DOWN LIGHT I G SMOKE DETECTOR 1 4• CONTRACTOR SHALL KEEP THE R�OF FREE OF DEBR15 (I.E. NAILS, SCREWS) AT ALL TIMES, REMOTE WALL— REMOVE WALL b LEAVE ROOF A:CEFE o 5PRINK ER HEAD' ✓COLUMNWg1 COVER�� 1 5. ALL GYPSUM 50ARP TO BE A MI IMUM OF C-/e° THICK �:` � BUILDN 5TANCARC SUPPLY VENTVERTICALLY ATTACHED TO 3 5l METAL 5TUD5 24"WITH I" TYPE 5-12 SCREWS 12" 0.BUILDING V — — —® ` — — — �T ! -� BUILDIN STANDARD RETURN VENT - I I ^ 1 1 COLUMN L�51I;iEN I I 101 ROOM (LIMBER 6. TOILET ROOM BASE SHALL EXTE D 5" ABOVE THE FINISH 1 LP E VCT EXI TING 6" FLOOR ON ALL WALLSN F /'1 SWITCH DOORS TO MAKE ADA 7. CONTRACTOR TO PROPERLY PAT H ALL ROOF PENETRATIONS I p FOR WATERTIGHT SEAL. 5 5 COMPO ER TO REMAIN ACCE515LE iL OPERA INC AT.ALL TI E5 1 / I I FIN 15 H E 5 I 1 .. - ----------�------ DURING ORKINTH15 I J REMOVE WALL a ROOM ORDINATE'WT a 8. ALL DOORS SHALL BE 3` O" x 6'-0" Y. 1 3!4'' SOLID CORE 1 di DOOR,FILL DOOR VERIFO E STAFF 1 OPENING EXTEND - Ila 122 \` CUT PILE CARPET ATLAS CARAVELLE WOOD UNLESS NOTED OTHERWI E. DOOR HARDWARE SHALL I 1 ( 113 RAISED FLOOR INTO = _ — -- — BREAK MEN OVER PAD PRINCETON OZ. HAJR/JUTE BE 5CHLAGE 5 SERIES BUTT5 CL 5ER5 AND OTHER EXPANIJED SPACE I �'`� ' • 0 ® a I 1 I OPEN OF�IEE - --- - - v" 114 J -� EXIST LONG LOOP PILE CARPET LEE'S FACULTY IV DK16 26 OZ. CARPET TILE HARDWARE TO BE 613 FINISH. I I I j I VCT I I I I g r COMP' I 9. ACOUSTICAL CEILING S ' SYSTEMS: XIGTING SHEET VINYL FINE FI MANNING-Tom INLAID 5 EET VIM(L SUSPENSION SYSTEM TC gE POSED METAL T BAR, I SKEW RAISED FINE FIELDS PREFINI5HED WHITE, TO COMP Y WITH U,5.0, STANCARD5♦ , - \ FLOOR 1p VCT VINYL COMP. TILE ARMSTRONG EXCELGN 12"x 12"><"'.'32" NSTALL LATERAL BRACING PER CGDE. EXISTING } TEL eV. P _ _---_-____ % _ E LF ="+ '� I I I I 10. H.V.A.C, TO BE A BALAN;;ED, DE51GN-51SYSTEM. CORD DROP BASE CARPET AREAS: ROPPE CT FLAT, CONT ROLL J ' ; 146 HARD SURFACE AREAS ROPPE CT COVE,CONT POLL \ I E CP LF -„ I I 125 If. PROVIDE 5PRINKLER5 BELOW 5U PENDED CEILING PER CODE. 1, REPAIR WAREHOUSE PAINT MILLER 5301W CHALK ATIN LATEX M I 11 12. DUCT ALL EXHAUST FAN5. MOUNT ABOVE SUSPENDED CEILING r - f 112 117 1 120 1 1 1 PLASTIC LAM. FORMICA MATTE 1 I TO MINIMIZE MOTOR NOISE, 109 ` - - I III I CIRC CIRC OFFICE , I OFFICE I ORK/COPY/9TOR 1 I 13. PROVIDE LABEL FOR EACH CIR�U AT PANEL FOR 115 WOVEN I ELECTRIC LEGEND IDENTIFICATION PURPOSES. THE MOSTAT LOCATION5 T� BE j ELECT" MEN la PANEL REVIEWED BY OWNER PRIOR TO 15TALLATION, NELS CP CUT PILE CKIRPET 14, TELECOMMUNICATION 5Y5TEM 15' TENANT. CONTRACTOR T' _ -�IYL- --' I I \ DF \ `, I VP LOOP PILE CAR TET C R INA? 'W RK, ` -r; -- 4 5 I P I CT VINYL CO O51 ION TILE O0 D E 0 LP J SSV SHEET VIN L CA 119 CIRCSc 5EAA%LED LLJ REMOVE DOOR.FRAME b I FIN PLYWOOD ECK�E W PATH A R ALL C a RE PI � ELF' $ OF OTHER FL OR FINISH Z 108 A5 REO'D USE DOORS a , I f24 co DRO I y I ---- FRAME5 IN 134, 135, 136 56 OFFICE 5 ----------- ------- 1 ----- -- -- --- - - - --- ----7 --_ - I-_ _ I BOARD CLEANIN PC PAINTED C NCRETE nR 4 PGWB FAINTED P5UM WALL BOARD Z bo u; WW WINDOWW L - -.' ' I IO ' ' - 121 t / 1 VWC VINYL WAL COVERING ►. .moi r ,' ►' ®, 3 PLW PLASTIC L M.WAINSCOT TO 4' A F.F. CC) :OPEN OFFTQE ; ; 126 1 CIRC I �•, I OW OTHER W4L FIN15H 1 OLLJ j � u CL 107 'S � ; � � � � � OFFICE 1 o I Lu z - --- ----- - - - - -- - - - -- - -- - - -- - --- - - ---------------- SAT SUSPEND ACOUST, TILE2x2 z > oz OFFICE l^ 1 BUILDINGELCT L u ETR EXPOSEDC WALL 0 ROOF G _ 1 N SERVICE a DIS NNECT OC OTHER CEI ING FINISH O LLI W � z Nm t --�r 127 Lu u S— Z 106 ; 5 OFFICE HANDICAPPED Q Lu O�[ I I ENTRY 1� u OFFICE - - - C) — -� 88 ►' :a �'. ~1 ►' 1 ► 70 , FIN15H SCHEDULE V FIN15H SCHEDULE - _ WALLS T — WALLS - - - -- - ------ -- -- --- , o � � ' � 4 Z � o � y s. � � � REV1510 N5 J Q Q —1 --- , T ti m w t� 3 ci v v LL m z w I I --- ►: :,� � ; ' ►,`_: � 55 Rh1 z NAME _ REMA,RKS RM Jt NAME � � °� `� " REMARKS -- 102 128 101 RECEPTION/WAITING 1234 E SAT 9' 0' NO WORK IN THIS AREA 124 BOARD CLEANING 12341E 5A 9'-C. NO WORK IN THI5 AREA 1 OPEN 04:ICE OFF CE 10[ OPEN OFFICE 125 REPAIR _ ETR NO WORK IN THI5 AREA ----- ---- -�- - - - - - - -- - -- - -- - --- - p- ---- - - � 103 COFFEE 126 OFFICE E 5A 9'•C" NO WORK IN THIS AREAdt / 4- 4a I 104 OFFICE - 127 OFFICE NO WOR( IN TH15 AJCEA r• D II 105 OFFICE _ _ 128 OFFICE _ NO WORT; IN THIS AREA 4 T� I 106 OFFICE 129 CONFERENCE _ NO WORK IN THI5 ,AREA r 5 103 COFFEE 1� � 107 OFFICE 190 OPEN OFFICE LP 4"R AW PGNB POtVB P��JB ••• �� •„� � 108 OFFICE - _ -_ _ 131 OFFICE Cr P�h'B Wti< PGWB PO/Vt� t n, 1 1.'• r, 109 OFFICE NO WORK IN TH15 AREA 132 CONFERENCE CP WW PGWB S�- / 5 T �I 110 OPEN OFFICE PATCH b PAINT AS REQUIRED 133 CIRCULATION LPiES WW PGWB +' L r4#- \ 129 F II III WORK/COPY/STOR No WORK IN THIS AREA 134 OFFICE CP WW PGWB PGW9 105 \ CON ` 112 CIRCULATION LP 4" R PGW6 --- PG" --- 135 OFFICE CP WW PGwe OFFICE g 113 OPEN OFFICE LP 4"R MhV PvWB -•• p(�µlB p( 136 S _r „TORAGE LP ----- .ADD RAISED — (O,1 I 114 COMPUTER VCT 4" R PGwB ro" PGWB E SA PATCH AND PAINT AS REQUIRED MATCH FLOOR TO 137 WORK/COPY/STOR LP PGwB - +�'' ''' -)ATE: 112119a OFF: 7E EC/WAITING I 115 MEN _ E WB No WORK IN TH15.AREA EXISTING 136 STORAGE LF 116 WOMEN E WB NO WORK IN THIS AREA 139 CIRCULATION LP PGVJB PGWB t a 117 CIRCULATION E 5A NO WORK IN THIS AREA 140 CIRCULATION LP 4" R °riti"B PGWB •. Y - ___- - - - _-• - --- �,('� - - r = - 118 BREAK LP a^R PGM PGVdB r'CAVB p,� VERIFY CEILING CONTINUITY 141 MEN Flo WOPK IN TH15 AREA 119 CIRCULATION - NO WORK IN THIS AfFEA 42 WOMEN - E $A Nf-)'NORK IN THIS AREA / 120 OFFICE NO WORK IN THIS AREA 143 EXERCISE LI' 4^ R F WB`MIR OR prjWg p�VB p,3,rm E NB 9' d' 121 CIRCULATION E SA NO WORK IN TH15 AREA 144 WAREHOUSE E SC •_. /:IVB POOH DOOR PGWB PCMB E 122 MEN E WB PATCH b PAINT A5 REQUIRED _ 145 WAREHOUSE E 5C F B PCiOH DOCK P3MIB E $A 123 WOMEN E WB 9'•O' PA,TCH b SAINT AS REQUIRED 146 WAREHG'U5E ESC -•• ETR 1_'O M/ORK IN TH15 AREA. 1 ETR IhI+N1 N% !_ A%1 '41 1 — i{-IIS a nIIt1111iII111111Iilllllllll!111111111111111111I11I1II111111,!I,11,11IIIIIIIIII1111111Ills,liil'Iin111n11111tIrI„11,111 n•l•IIIIII'I". -- wow so LEGIBILITY STRIP o I 2 3 4 5 8 E1 9 10 I I 12 13 14 Ig 17 18 19 20 21 22 23 24 25 26 27 20 29 30 IoT�.I�m at I I OI HONI • IOL' - � �� ' 4111I�J�.1.I 1111.w�1.1�.1,�.11�.U1.uW1.1�.U,W�JI��I..1�1.1�.�1�1 1�L�J I Jl1'lh ll�03 .. ., .,. - - ... , �,". `IIfR. h'11M,Y+ dYN.iliMrtdbYr.+myr.,,..n.v,n�iMr,rrv�:rme.ne ww.n.-,... w,..•,ew.....r.,.w,.«, ....s ., ......_..._...,. ... ....... .. .:ter , n..enw,v ,.. w ...,.,.,,,,-.,....., ...-►..r. ..• ..._.+......-...,....-....-.,.-. _.-.._. � �..... .__-.s....... _. _.. .. --._._ -_ __ -- _ _....-.- .....,ww-,.•r...-.w. -- 'wrwe..a,:r.,..wwr..... ....,www+`uwu,w+"w.�. w. `•WI ;, � ,40* "tiµ:• U'6 ' I I 666.4"X 2197 A 5F r J.. 77 n I 0 II - ,; • S r �I 14 EEhu>vE Alt LIGHT F/T URE5 ED REPLACE WITH FARA��uc �I1. 3, !! 13 „ -+� �� „ EX R 15 _ PPOJ ECT I N F0 R M TION ✓• 6 f iQ , { AS SHOWN 13( D F, ( 3 II+ 13 d - , A 3 — aEMOVE ALL LEILIN';, ?IL E. PEPAIP T+ — — cC T(, MEET E5I�IC RE':IIIRFMENT�, _ _ _ r _ _ _ _ _ _ _ : ;I_ _ — IR �4 t _ _ _ _ - _ _ _ '' I-_ . _ _ _ _ .' BUILDING OWNER: PACIFIC REALTY ASSOCIATES, L.P. — -- 15115 5. SEQUOIA PKWY #200 �kOJECT 97330 h[ 3nIF TCI IAArf :' 1 2' �. AGC' ALT IJEvV �'s s I PORTA ND OR 97224 CEILING 'Ii.E ?' ' MA-'H E�1 TINT; / I — - AL L 5FIFINI LF V"" 6 H,A'. A _ / _� r 'JJN ARE IIF'i'EN!Lr' E/i�TINv. �R A ' A "�-� " — — 1'E ,-A E AF. V1(UUJI rL�' ' CF 6 _ �I 6 I 144 I III 145 LOOR AND/OR ROOF PTRUCTURE I TENANT: VERIFD E ' — —� — T " WAREHOUSE I; WAREHOUSE 5TA131LIZER BAR BETWEEN _ OCCUPANCY: B/5-2 1 I AINS AT PERIMETER - -- A /A i -� 14Z I ADDITIONAL HANGERS.AT ALL 01IN5 I U (THIN e°of THE PERIMET R- CONSTRUCTION: V-N L1J I ADD NEW' , — WOMEN _ FINI H 5 U IRE _ - ITH 4 WAY LATERA. BRAa IN FR MI THE MAIN ' PPROVED VERTICAL 57RU WT 12'-�O.C.EA,WAY �. A / A TO EIUN GRI _ �I UNNER TO THE 5TRUCTi EM 6S5 MIDE •c' FLOOR AREA EXISTIN ADCED TOTAL z A I I I OF THE PERIMETER 8 2"F OMnCRg55 MEMBER 132 13,070 5F OFFICE U - - �-- � ` -- - I — � 1 8,938 I 4, � -- \ 3 I RC I I 14,550 7,520 22,070 SF TOTAL < , A P A v �� EXISTING -A I I \ / I I I III I / I DEMISING E_ -4F I _ �'.� � 5 WALL Q 14I I �A I I I 1 I /\ I 8" RC55 MEMBERS BETWEEN u S / ° / A MSN nil \I I/ \I li \I MAX. AIN RUNNERS O �4AIN RUNNERS AT W-D'r - 1 I1- _T , A6-0'MAX UPPORT WITH a2 HIRE T 4'-0" D .C. R WITH#10 WIRE AT -0"O.C. =z Nt!1 :Jz UT OF PLUIJ5 �(Nq GUNTER5L0 E HANGERS IFMO E RAN 1;6 ')UT Q Isw�- c _ _ _ _ _ _ _ _ _ _ _ _ _ _ '` ECURE ALL HANGERS TO BLDG. O N Q - 1 RUC"fuu Ok A TRAPEZE FOR N .. Ur-'T AND/OR PIPE WORK a5 -- A S i A _ i. STORAGE • NOTE: ALL CONNECT ON DEVICES TO BE UBC — A I Is I I j� III APPROVED TYFE *'D HAVE 100# CAPACITY U I I A 1 0 �9_ 1 II # 5U5PENDE CEILIi�G 51,ACING FBF RENOV A l E G I A EXISTING D CEILI � I _ _ III m III I23 - _ s �� — !I # NOT TO SCALE — - — i � IW— WOMEN - I I R-II BATT INSULATION THR�'tIGHOUT - • �•1 I S 5 • SUSPENDED CEILING L1L CI I • rS Is • , / z= 1 BLOCKING T(P.F FASTENING PI O E -SUSPENDED CEIUW I 1 If r RAG. TEAR RECESSED 4 122 // 1 I I I RttiEAi HEADER13F E& Z O E 0 FIE 114 k MEN I Q --� — — — — — COMP , • • I E E -- 3 1/2'BATT INSUL.IN ATTENUATION WALLS �I I II I • / I I 1 k II I 71r, I 11 I I \ I ( ---}-3 5/5A"PI STUDS 0 34 _:C • • • R - - - - _ _ - - - - - �" \I 1 5!B"GYP.SRI).BOTH SIDFS C( v _ o 125 i I `�!� 146 —+ j — - — — :f I A — REPAIR WAREHOUSE bIs 10 i t I J! f0 I III I ; CIC I I CI C 0 FIE Of�K/ 0 Y T R 115 Il�o ° MEN OMEN it 1 I ,It E ' ;- - - - - - - _ - _ _ _ _ _ = t• = I _.__. _ 3,,2"BATT III IN ATTENUAT' N wALLS _ - - _ - _ - I J` _ - R - • 1191 CIRC _ _---- _- R 1 - - a"RUBBER tlANDASETYP • 10 • _ I _ - - - - - - - - -- - A A CARTI - _ _ • • • • _ • _ _ _ _ _ _ _ _ - I I 1 FINISH FIJOR•TCP OF 4'.M 12 0 R C E NI I E E t\ „ A - A A A TYPICAL WALL SECTION - I 1 1 — — N CE 0 FI ;; 12 s C RC SCALE I" = I'-0" Ul N _TT _ F'- I I 1 O NrN. O Z _ 10 _ � � 0� 0 s OF F1 E • s ,� CEILING PLAN � II , , 71 Is - I ( I AD . SHELF I, \I �-A . SHELF it REVISIONS 2 F12e D E -Fl,-E ICfI 14' —IJ — - --- - 413 0 F E" '� N N RACY. SPLA H 011 I — II 11 \ I i 1 5 -+0 0 0 0 CO F I' II _ N I \ I H. I -A I SHELF 10 I I 1 — - — — — — — 0 FIGE ifE /- Al IN II + � DATE: I/2 I/98 s n - FINISH L3A5E BY OTHERS 74, I � / - CABINET ELEVATION EOOM 137 WOFK/SUPPLY -- — --. - SCALE 112'=I'-O" IhI1N11N '_ AYf N1'1 - ----�- -_ _. it-I R 141 .1 .1 •1' ' I LEGIBILItY SCRIP 0 I 2 3 4 5 Omm.I cm 7 8 9 10 11 12 13 114 Its I17 I'8 19 20 21 22 23 24 25 26 27 2© 29 30 I al I I 01j HON S' 106 aji l I I X111 �J►J 1 �I l�.1 l•1�IBJ ll�1 l>J�1>l� 111a1�la.l►,I�J.�J.� l�1•�. . L IJ.�I�J!a.�11J�.W L�.1�1�.1 CJI.�1 _W LI l� L.I.1. I.IJ�1.lj.�)�1�11!�I °Z r II I VERIFONE PREFARED BY SHEET NO. /N 6 COY /f�CO 0DIMETALTECH. , INC. 16-100 S .W. 72nd AVENUE DATE DRAWING NO. LODI, CALIFORNIA via NORLIF'.0 PORTLAND , OR 10 SEPT ' 96 ^ r< 2 9 NO. REVISIONS LBY I DATE ITEM DESCRIPTION PALLET RACK 1 - 2 GENERAL RACK LAYOUT 3 - 7 SEISMIC ANA1,Y'SIS - TRANSVERSE 'eys�/0 ., � Gas � � B - 11 SEISMIC ANALYSIS - LONGITUDINAL t✓ 12 BEAM ANALYSIS OREGO r' 13 - 15 FOUNDATION AND ANCHORAGE 16 REFERENCE APPENDIX R- 1 LB EEPuM SECTION PROPERTIES R-2 LM COLUMN SECTION PROPERTIES SEP 1 o igga- R-3 LM BRACING SECTION PROPERTIES R--4 LB BEAM MOMENT CAPACITY R-5 LB BRACKET CAPACITY R-6 ALLOWABLE AXIAL COLUMN LOADS R-7 '7" LSMIC ' Fi ' -CEFFICIENTS - U . B . C . Std . 27 - 11 R-9 ArCHORS , COI AETE - `RED HEAD - WEDGE ' I . C . B . O . 1372 R- 10 1j . M . T . 'HURE L . M . T . STRUCTURAL DETAILS / SHOP DRAWING #96-6822 F DESIGNED AND FABRICATED IN ACCORDANCE WITH 1994 UNIFORM BUILDING CODE - CHAPTER 22 DIVISION VI SECTION 2231 A . N . S . I . MH16 . 1 - 1990 (RACK MANUFACTURERS INSTITUTE ) CITY OF LOS ANGELES FABRICATOR LICENSE # 1244 WELDED AND INSPECTED PER A . W . S . D 1 . 3 WITH L . M . T . FULL TIME A . W . S . CERTIFIED WELD INSPECTOR I't tit' 4 IC p � �....._�.. �.' •.a .s.il.... de ... ..Jr...., Y. '�Fn1�lt1�...—+...—..r.._......�..�....,.�.—.,..V...`;..., .,.... ._ _. ....__ LE618ILITy STRIP G i 2 3 a iilF �il �+!I��IIiI��Ili�IfA�ll(fll�ll►I�IIIIIII,�I!'ti�l ►-�• Iommatcm 5 6 7 8 Ip I I 12 I�' I4 16 17 Is 19 20 21 22 23 ?.4 25 26 27 2e 29 3rd n Y H 0 N 1 410? ,. ,.� �,1,��.��.1,�1„��.�..t,�L,�,.��.�.�,�.� .�,��I i l� 1..x.1�.1 a i�.I�..�1��.1 ►.l a.i.� I�I,a ��1�1.� � I� L�L� l � L�1.� i i.(,.� �.� .�I� I � ! l i l �.�.�,l i..1.:�1� �.,1�.�.�.(.� I� �.L�. L l.I I� I ' 111 i l I I 1 I I � � I ° him- �. , �,. .., 1, ,l 1, a._ . i.I�1�. �. a a.�.l.,�..i..l�.�.� l.1 I.i.1.JJ..� .a�..��.a�l�I.�.I.a1.��•I,�.,�� a.�.�l.,�,(.�.��a�..��..��lJ�! d, +r,r rr, r I ` / PREPARED BY SHEFT N0. !/ E R I F 0 N � P♦SJ'in4ey 1 of 11i LoDiMFTALT[CH . , NC . DATE T DRAWING NO. LOD1 . CA 05 240 PORTLAND , OR 105lffPr1996 96P682 NO. REVISIONS BY DATE GENERAL LAYOUT - Design is per 1994 UNIFORM BUILDING CODE Chapter 22 Division VI Section 2231 MATERIAL: A.S.T.M. A570 w/ Fy ' 50 ksi Safety Factor for Bending = 1 .65 Safety Factor for Columns = 1 .92 t ;i.., . LOAD 20001bs 20001bs 4K { ai 60 � ^ Il k 20001bs 20001bs 20001bs 20001bs 4K a' 192 ! I 60 20001bs 20001bs 20001bs 20001bs { v4K 1 - BEAMS l UPRIGHT g0 i LBF35-4-96 LM20- 192-44 I I 99 c/c � 99 ./c ,, dd Longitudinal Transverse STATIC LOADINGS: UPRIGHT: LM20- 192 - 44 with 3/8 x 4 x 7 Foot Plate BEAMS: LBF354-096 LOAD: Each load_ is a uniform load in the negative y direction.--- c load is 2000 lbs Maximum BEAM LEVELS: 3 SEISMIC LOADIt,IGS: U.B.C . ZONE ��,x V =( ZIC/Rw)W and Ver lcal di tri' iti n r 7 s o� o e 223 .5.2 I r 1, 1 16100 SW 72"" AVENUE ° , I , 1 I% PG 6 of 42 I - ^ I .. .-:. ,.r ., A,. i'wn.`�R .. k:... ,. 1 _� :. I ,I: .� : ir.. .:-,. t.,,...Y I "i :. .rA 41'wM• ^ '1Yfl.a'i'.. . m"Iw'"i' .'.+I"r�"n' r �'"'M�*M.+r•,..� n ,. �t..,a,.-,I_ .r,;:. r,eu ,w_�- ;;:� ,r,.,:n ,ha,rl:l4� , .,V+r m+lt,ir��,�j�;hd, ,.wM�IWY1Ml�� dYi� Y� �J4 ' < 1I 111 11 11 1111 Illi 1111 1111 I!!! ! I! !I ! I �� !11 ( !!1111111 1l1111l11 i11►1lI11 1!1!11111 lill11i1111111�1i11 111111111 1111111 1111111 !ill Illi 1111 II!! !1lIIIIII IIII tlll III! "11 I I�il !I!I lit! tlll Ili! IIII 1111 1111 1111 ill! I ( I I I I I ( ( I I 1 III III III 111 1111 II I IIII Ilei LEGIBILITY STRIP ! I I I I I ,_ IoM ,ase 10 11 12 13 14 f I!!� I'� IA I � 20 21 22 93 24 25 2a 27 28 29 �4 �.�L�j _. _ ^. .♦ _.:.refWgii l+ {yl�WawMM,w.•:;.wa.x, w'e+W 'r'IN{piarl ) r_@ ,I 1�r,S"i�'p ;t .MIX d i 1i 01 HJNI t lOZ � I �vs 1",1411-111111111.41-1-111 t OZ ' �ypI :. , 1 - ,. . '4 ,. 4 ,. a .. :•m ',''v. , . ' 1 t�, s.. s b� o eaa a e. I ,. ! �w.,,,Y. .a9, r . .r anV IMuP4 f. :. �1�!.d. ,Swr ,� u ,u. ,, ,,,,. ., ,I. ...c,N6 W� f+rl��AtdX<.....»m�,n1+ilG01h,ll,i�:>�i,l,:,11. u�wln.0 mid,1,1h.�.ld.°d��+iw:..Jmwr.al n:u,.e..d 1,6rLiad I¢'�,I 1. I��Au.,. r+:,,rcu �daar xn un l,J vY, w d�, r , 4Y + er ww. :., ,..,.,o- ..,. 1, ..,,, ...,•, 'V�. :'.:,.. �.<, l I} , , • , ,:,,>� ,, I ,f a,„ I i ,l,,,'t ,Ir. rm� ,1:, � 1 d ,B, F. ::a,..,,v, .l„ I NwPARm �1( SiffEf N0. LODIMETALTECH . , INC � I Fn P. S. Ti�tgey of DATE DMWM NO. LODI. CA 95240 LM20CAP NO. Ft ASIONS BY DATE LM20 COLUMN SECTION PROPERTIES MODEL t H 8 X Ix SX rX I y Sy ry AREA 30 in in in in in4 in3 in in4 in3 in int Y LM20 .075 3 3 1 .435 11 .023 .682 11 .263 .872 .557 1 . 165 .618 - x ---x CROSS AREA a 0.731 sq.1n. — NET AREA — 0.818 sq.1n. N t LM ? n LU M N CAPACITY: TRANSVERSE: w/ BRACING ® l Z— 1 L� _ 0/C = Ly & Lt LONGITUDINAL: wl BEAMS 0 ( UNs� ) _ n 0/C = Lx LONGITUDINAL TRAM S\F-rSE: Kx = 1 .2 Ky = 0.65 Kt = 0.65 Lx Ly = ,g-5 Lt = r P (FROM R--6 k ALL)WABLE AXIAL LOAD per A.I.S.I. AND R.M.I. My' (TRANSVERSE ALLOWABLE) = Fb(Sy) = 30.3 (.557) = 16.878 in.k. Mx' (LONGITUDINAL ALLOWABLE) = Fb(Sx) = 30.3 (.682) = 20.667 in.k. STATIC ' ' -RTICAL LOADING ® 100% P(actual) - Live 'Load + Meati Load = PALLET LOADS + BEAMS + UPRIGHTS 17 ,1 P — ( 1 Q a + (2 ? �) _ Z c- — = r 4 r k (Per Column) 2 MOME`4r ./clet. ' n) = R.M.I. 0 1 .5% OF COLUMN VERTICAL LOA'J w/ Lx MOMF?I' ' o ign) = M = 0.015 (.- J-1. ) — = 1,'76 � in.k. 2 CUlt r 1'`D LOADING — STATIC AXIAL + RMI MOME' IT P M - + __—_ _ -- + ___ _ , 4- 1 + — < 1 .0 P' YX' L , / ` 20.66 LEG1t3ILITY c'TRIP � � � � ' l 0" ;T I 2 3 10 if ? Ij 14 I I I ( I I I � i 6 I 7 19 19 20 21 22 23 24 25 26 27 28 2'5 30 01 t Z' I I 01 9 L g f HONI /OZ 111I.�..�.a�i�.J h �.l.dl�I,�II.,�.�,t.l� �a.l.��.I.l.�..��..aM�.1.��.�.�..1��..��.1..1..1..I.I.�.1. . �.l��l. ��.�.1 ��:�,.�II I.�.�.I,.I.J.I.i� oz ,IC i d, wl , �f d i PREPARED BYSHEET NO. LODIMETALTECH. , INC.NC. NS . �� Y of.;/"Or DATE DRAWING NO. LODI. CA 95240 / D 50r, 9� REVISIONS i 8Y DATE TRAd1,4SJSRSE CLO I)MN DE`i07," I d V(trans) _ j Z Rw—I—c ' W = =3�-1-6 � ►Z.Z�I — D ( l ( y LATERAL -OAD VERTICAL DIS'RiBUTION _ Fi _ z'��"Y H: 1 F4 = .40 (f G d ) = � 776 < Wi Hi � = ELE��+E�,Tc F3 = .30 (/6 9 0 ) = 50 7 O = NODES F2 = .20 (/6 10 = 3 3 s (J (F4) 12 _ 1173 _. —.— / I FILE ' Bb . 6.. C6 . 1 F a r '.MATERIAL N0. AREA = I ¢S 141 11 "D I - _ L u M _ —9Cr-7 Y F3 �, r� 1 , /g 1 141 � S L .16 4 101 , kL xel �C F, �, tsi --.—� r2-: o �� C �' ' t,8 _ . Z, '� 7� i •� ISS ,. �,:= ��1 SMIG �/5i� Elem. :: = Ps PC = Ps + Pg = + 2 MOMENT iM .Elem - Elem . 1 = Ms - i'�,,, o .:.. in . k. . ACTW-L PC Ms _ .rte wr rr rr� w - — rr — + .s — ALLOWAtLE IP' My ' 1 . 33 16100 SW 72-"' AVENUE B-18 PG8or42 ��w.rn .aau�+ae�auNPf �f7ddidua YrY kc,.-x:•+Y ,1 -p ut. iSk+fit M � ti,e� Ftlil4 xA�r ��yy��( °:Y':. �'.,,. LY:h� ' .. ♦. W.ydigYy4}bi:a':N n+IbM, . ,.. ..:...,. ., ,.... "'•r'"'^ •tl"xl!' .y... My4�,. ,. . s.7"'.!.�YIn71�A�M"'.'.d "' 1in4�.`1+��1� A+r} 'oe �r'"ni"�.�' Cm I j +I Fla +?I;?I!fj!!!I i!!111111 lil!�III! ILII lilt Illl !II! !111 IIII llil !Il! Ifll 1111 illl llil llll ilii 1111 !I I i 1 I I ! I 11111 !III III! II II 111111111 Illi Illi 1111 ! I s ,, ..__._ . ..._... II I I I I ( I I I i 1 !.1 11111 Illllll i IIIIIIIII Illllilll IlllJilll 1d 11111111 1IiLEGI9ILITY ST�Ip d�•I cm OR� � 1 18 2021 22 23 24 11l211 ;IlIS lillll 11 1 11 ?iri Iii 2i 3O27 2 �. 1 12 13 14 K Y�� G � I 1 HOW 70z 4w , Al ' � �. OZ ja'i �` ::rl 4 i ti y14 LODI Metal Tech . , Inc . EASI4-87 FEA File : 96-68221 . 127 213 S . Kelly St =___-______= Date : 9/10/96 Lodi , CA 95240 VERIFONE - NORLIFT Time : 11 : 28 : 36 ANALYSIS INPUT GRID POINTS NODE X Y Z ( in ) ( in ) ( in ) 1 . 00000 . 00000 . 00000 2 . 00000 6 . 00000 . 00000 3 . 00000 51 . 00000 . 00000 4 . 00000 96 . 00000 . 00000 5 . 00000 141 . 00000 . 00000 6 . 00000 186 . 00000 . 00000 7 . 00000 192 . 00000 . 00000 8 44 . 00001 . 00000 . 00000 9 44 . 00000 6 . 00000 . 00000 10 44 . 00000 51 . 00000 . 00000 11 44 . 00000 96 . 00000 . 00000 12 44 . 00000 141 . 00000 . 00000 13 44 . 00000 186 . 00000 . 00000 14 44 . 00000 192 . 00000 . 00000 MNTERIAL PROPERTIES ID E G A IZ J IY ( psi ) ( psi ) ( int ) ( in4 ) ( in4 ) ( in4 ) 1 3 . 0000E+007 J_ . 2000E+007 6 . 1800E-001 8 . 7200E-001 0 . 0000E+000 0 . 0000E+000 DENSITY = . 28 lbs/in3 2 1 . 0000E+007 1 . 2000E+007 2 . 8400E-001 4 . 6400E-002 0 . 0000E+000 0 . 0000E+000 DENSITY = . 28 lbs/in3 ELEMENT DEFINITION ELEMID MATID N1 N2 N3 N4 THICKNESS Al A2 A3 ( in ) 1 1 1 2 0 0 0 . 00E+000 0 . 00E+000 0 . 00E+000 0 . 00E+000 BEAM 2 1 2 3 0 0 0 . 00E+000 0 . 00E+000 0 . 00E+000 0 . 00E+000 BEAM 3 1 3 4 0 0 0 . 00E+000 0 . 00E+000 0 . 00E+000 0 . 00E+000 BEAM 4 1 4 5 0 0 0 . 00E+000 O . 00E4000 0 . 00E+000 0 . 00E +-000 BEAM 5 1 5 6 0 0 0 . 00E+000 0 . 00E+000 0 . 00E+000 0 . 00E +- 000 BEAM 6 1 6 7 0 0 . 00E+000 0 . 00E+000 0 . 00E+000 0 . 00E+OUO BEAM 7 1 8 9 0 0 0 . 00E+000 O . 00E+000 O . 00E+000 0 . 00E+000 BEAM 8 1 9 10 0 0 0 . 00E+000 0 . 00E+009 O . 00E+000 O . 00E:+000 BEAM 9 1 10 11 0 0 0 . 00E+000 0 . 00E+000 0 . 00E+000 0 . 00E+000 BEAM 10 1 11 12 0 0 0 . 00E+000 O . 00E+000 0 . 00E+000 0 . 00E+000 BEAM 11 1 12 13 0 0 0 . 00E+000 O , 00E+000 O . 00E+000 0 . 00E+000 BEAM 12 1 13 14 0 0 0 . 00E+000 0 . 00E+000 0 . 00E+000 0 . 00E+000 BEAM 13 2 6 13 0 0 0 . 00E+000 0 . 00E+000 0 . 00E+000 0 . 00E+000 BEAM 14 2 6 12 0 0 O . 00E+000 O . 00E+000 O . 00E+000 0 . 00E+000 BEAM I r• 100 72 AVE NUI: 11- 11S 11l i 0 tit, _1 y•.,�ca �.9,,w�u rw�y=:. , CM LEGIBILITY STRIP O 2 3 4 5 6 7 1� 10 1 1 12 1`3 1I4 ib 17 ie , g z � � O 22 2J 24 26 27 30 ZIP 1 1 01 HOW SQ100 �� .1.�l. .,�1. �.��,�.J..�.�.�1.��,i�.�J.� li.� i�.11 ! , ► 11111111 i111ilililii11 � 1111111 ! I � IlI ! I111111 ! ! 1 � 1 i ! ) � I ! ( i ' �' ., . 111 l 11 , 111 111 1 ! I ! ! . ! I i ! I �, ! � 1,11.�I�. .�l.a)_11� i �► il� iillh .�..I,.(.�L�.L.��1.��1�„LSI r •r i J VERIFONE - NORLIFT 9/10/96 11 : 28 : 36 Page 15 2 5 12 0 0 0 . 00E+000 0 . 00E+000 0 . 00E+000 0 . 00E+000 BEAM 16 2 4 12 0 0 0 . 00E+000 0 . 00E+000 0 . 00E+000 0 . 00E+000 BEAM 17 2 4 11 0 0 0 . 00E+000 0 . 00E+000 0 . 00E+000 0 . 00E-+-000 BEAM 18 2 4 10 0 0 0 . 00E+000 0 . 00E+000 0 . 00E+000 0 . 00E+000 BEAM 19 2 3 10 0 0 0 . 00E+000 0 . 00E+000 0 . 00E+000 0 . 00E+000 BEAM 20 2 2 10 0 0 0 . 00E+000 0 . 00E+000 0 . 00E+000 0 . 00E+000 BEAM 2. 1 2 2 9 0 0 0 . 00E+000 0 . 00E+000 0 . 00E+000 0 . 00E+000 BEAM BOUNDARY CONDITIONS ID NODE DIRECTIONS VALUE ID NODE DIRECTIONS VALUE ( in OR radians ) ( in OR radians ) 1 1 12 0 . 0000E4-000 2 8 12 0 . 0000E+000 Load Case # 1 ( ) POINT LOADS ID NODE DIRECTION VALUE ( lbs OR in-lbs ) 1 3 1 1 . 69000E+002 2 11 1 3 . 38000E+002 3 5 1 5 . 07000E+002 4 13 1 6 . 76000E+002 k- I IN .. ... 11�l Ifs I1� lig.+ Cm i!! !ililll!!illli!f!II!!I�I�I!!?I+ till IIII Till, '"'''+Illlllfl Illi IIII! !Ill+lilllilll 111111 .illlllt'Illll!Iil 1111f►ifl`111lillll flil�llll lill�llll IIII IIII Iill IIIA ;,,, ,., l,l, 1 . LEGIBILITY STRIP � + ' � � � � I � � Oof cm 1 2 3 4 5 6 7 8 10 11 12 13 14 16 17 18 19 20 21 22 23 24 25 26 27 2e 29 30 01 HOW OIOz i . . OZ I'di111 It'd� _ � I , � .(�1.1i�.�ai-I.� !.III 77 v VERIFONE - NORL.IFT 9/10/96 11 : 28 : 36 Page ANALYSIS OUTPUT GLOBAL DISPLACEMENTS NODE X - DISP Y - DISP RZ ( zn ) ( in ) ( radians ) 1 0 . 00000E+000 0 . 00000E+000 -6 . 4313E-003 2 3 . 79728E-002 1 . 75265E-003 -5 . 67359E-003 3 1 . 48577E-001 1 . 00388E-002 -1 . 39386E-003 4 2 . 43299E-001 1 . 831. 70E-002 -2 . 43770E-003 5 3 . 47328E-001 2 . 00324E-002 -1 . 94715E-003 6 4 . 18002E-001 2 . 17413E-002 -1 . 36764E-003 7 4 . 26208E-001 2 . 17413E-002 -1 . 36764E-003 8 9 . 00000E+000 0 . 00000E+000 -4 . 65025E-003 9 2 . 75691E-002 -1 . 75265E-003 -4 . 24695E-003 10 1 . 42982E-001 -1 . 48635E-002 -2 . 00716E-003 11 2 . 47952E-001 -1 . 95056E-002 -2 . 27737E-003 12 3 . 39958E-001 -2 . 41373E-002 -1 . 92693E-003 13 4 . 28428E-001 -2 . 41417E-002 -1 . 96526E-003 14 4 . 40220E•-001 -2 . 41417E-002. -1 . 96526E-003 ELEMENT FORCES ELEMENT NODE FX ( SXX ) FY ( SYY ) MZ ( SXY ) ( lbs ) ( lbs ) ( in-lbs ) 1 1 -5 . 41568E+003 1 . 10387E+003 -1 . 45519E-011 2 5 . 41568E+003 -1 . 10387E+003 6 . 62324E+003 2 2 -3 . 41389E+003 -1 . 63368E+002 -6 . 16372E+003 3 3 . 41389E+003 1 . 63368E+002 -1 . 18782E+003 3 3 -3 . 41063E+003 2 . 87229E+001 1 . 25308E+003 ' 4 3 . 41063E+003 -2 . 87229E+001 3 . 94481E+001 4 4 -7 . 06741E+002 1 . 81207E+001 1 . 22546E+002 5 7 . 06741E+002 -1 . 81207E+001 6 . 92885E+002 5 5 -7 . 04059E+002 -1 . 31906E+001 --6 . 33676E+002 6 7 . 04059E+002 1 . 31906E+001 4 . 01009E+001 6 6 0 . 00000E+000 5 . 54792E-011 2 . 56023E-010 7 0 . 00000E+000 -5 . 54792E-011 7 . 63976E-011 7 8 5 . 41568E+003 5 . 86127E+002 -2 . 72848E-012 9 - 5 . 41568E+003 -5 . 86127E+002 3 . 51676E+003 8 9 5 . 40166E+003 -8 . 53863E+001 -3 . 22326E+003 10 -5 . 40166E+003 8 . 53863E+001 -6 . 19127E+002 9 10 1 . 91257E+003 2 . 89114E+001 8 . 07591E+002 11 -1 . 91257E+003 -2 . 89114E+001 4 . 93422E+002 10 11 1 . 90827E4-003 -8 . 74190E+000 -4 . 00415E+002 12 - 1 . 90827E �-003 8 . 74190E+000 7 . 02917E+000 11 14- 1 . 794115E+000 3 . 02280E+000 9 . 02967E+001 13 - 1 . 79215E+000 -3 . 02280E+000 4 . 57294E+001 12 13 0 . 00000E+000 5 . 91172E-012 -5 . . 5697E-012 14 0 . 00000E+000 - 5 . 91172E-012 4 . 36557E-011 13 6 -6 . 72977E+002 -1 . 79215E+000 - 3 . 31251E+001 1 -) 6 . 72977E+002 1 . 79215E+ 000 -4 . 57294E+001 14 6 9 . 81838E+002 - 3 . 52710E-001 -6 . 97580E+ 000 1 -9 . 81838E+002 3 . 52710E-001 -1 . 52225E+001 Icl �►i► �\\ �? • AVE:NICE: (�j ; � I 1,., , ,�11I��iiii �ii l�;i Til ►lIII lill�l+Il I!li� �ll��li� ! Ili �� :�i�i�iiO i' 11 I 1i LcG1E31LITY STRIP 10 I I 13 14 IQ 17 16 19 20 21 22 23 24 215 26 27 2e 29 3 ,,) ...... � �.�*��.s�� .. � r � .� ►i.�.��.�i.l.. �.E 1. a.�,. . I_i_I�I�.l.i.a ��..��.�._��lI.� I.�_I.�.��.�.�..�.1 �.,1� ;�,I�.,�.�.�.i.�nt��i�..I..�Ja.�.�.�.�.�.1�.�,�J�..�.�l..i�(a.l�l. .�I�.��. I�a� i� I J� I I� I� VERIFONE - NORLIFT 9/10/96 11 : 28 : 36 Page 15 5 4 . 75689E+002 -2 . 68161E+000 -5 . 92086E+001 12 -4 . 75689E+002 2 . 68161E+000 -5 . 87821E+001 16- 4 -1 . 67960E+003 -8 . 60771E-001 -3 . 08526E+001 12 1 . 67960E+003 8 . 60771E-001 -2 . 33213E+001 17 4 -3 . 00347E+002 -4 . 30446E+000 -9 . 63888E+001 11 3 . 00347E+002 .1 . 30446E+000 -9 . 30074E+001 18 4 2 . 09419E+003 -1 . 00351E+000 -3 . 47528E+001 10 -2 . 0941. 9E+003 1 . 00351E-+-000 -2 . 84044E+001 19 3 3 . 61090E+002 -3 . 26025E+000 -6 . 52580E-iJU1 10 -3 . 61090E+002 3 . 26025E+000 -.7 . 81929E+001 20 2 -2 . 77668E+003 - 3 . 46055E+000 -1 . 35928E+002 10 2 . 77668E+003 3 . 46055E+000 -8 . 18667E+001 21 2 6 . 71513E+002. -1 . 40249E+001 -3 . 23593E+002 9 -6 . 71513E+002 1 . 40249E+001 -2 . 93504E+002 BOUNDARY FORGES NODE FX FY MZ ( lbs ) ( lbs ) ( in-lbs ) 1 -1 . 10387E+003 -5 . 41568E-+-003 -1 . 45519E-011 8 -5 . 86127E+002 5 . 411-60"T:+r03 -2 . 72848E-012 END OF ANALYSIS DATE : 9/10/96 TIME : 11 : 28 : 36 161ol AVENUE 12 of 42 13. 18 I I i I i l:{ ! AdgAr v' , I i . ! ! iti�. Il,�{!, i�iil{til, :Il�,ill{ijl l,i!! lI iii{II{III }II{I�IIlliill{}I!;II{{ I II! { + Illiii I I LEGIBILITY STRIP , T0= - I 2 3 ! I 1 , �"� ►�� iiia{ia{��{�i�i.{{�li{��isil� i ��ii{{� , ;� Ii ,III�I . 4 9 10 I 12 13 14 ie 17 18 I9 20 21 22 23 24 252 A 6 2 2 � 2 '9 �Q { I of � r�H� ! sUi Oz i O 4nL:, F I r I !+!S F "14 'v 9 r TI i� 0 i e 1 1 PREPARED BY SHEET N0. LODI METALTECH . , INC . V5� k Fo tip. PS.riniqry g Of 4 DATE DRAWING NO. LODI . CA 95240 /OS�'r, • NO. REVISIONS BY DATE LONGITUDINAL COLUMN DESIGN V trans = Z-I-O W - =3�-�_o. 2,�5 5)Ll LZ 12 _ 3l RW 8 2 7 LATERAL LOAD VERTICAL DISTRIBUTION = F'; _ lzV_wi r+iWi Hi i F3 = •50 < 7 Q - _LE�AEr,TS F2 = .33 ( 3/ 7 ) = NODES F1 = . 17 ( 317 ) � 8d 3g dl' T F3 = ps i t 60 F671 _ �.2 ! � l61n 9 F - C� C 4� � U Lo, E7]l f B 0 , f b i ll G� 60 47 •�,� (4 } J FILE - 6 $22 2 . MATc:"PIAL —E 1 C 0 L Mr BE M C.ONrJECT10NS [3r- 7, - d _: ; , 9/ l ' 1� f7391 /� MOMEHT ( FROM R - 4) + MOMENT FROM PRINTOUT + W �, + �� '¢' 7 3 — / "/ ( O 7 in. k . r. /j/I� Z 9 in . k . COL'JMNS, - COMBINEC► SIRES RATIO _ ,4CTUAL_ _ Pq + _ _Ms P ' My' 16100 SV4' 72 "' AVENUE I1-18 110 1 of 42 .,.. ty!?(r » W,., <r.1��.6.�' a, �, rr- e..>Mx' , r :,..• a'rWN9'.�tti, ..d d,:l. u�4:�tln. ..Iq.1. �' ?:>w .I:rMNkIYNMI�WWWN4;S�"�t' v �� „' ,_,E;� �,1„+�RR 1 , , cm , , II � . I, ,.,�I� �tlllllr,,�l,l, ,� IIIi �Il11 �� II�� II.. � I i I { �11 ��,iI�IIII1Idii11111�1111�il11�11 olIII1IIII11111111111i1111111111111111111�1111 111/1111 111111111 �i1 11111111 11111 III 1111 11 I i11�1 Ill-IF1111 LEGIBILITY STRIP _ , � . 3 �o l ! 111111111111111 ! 1 1 o I C�+ + 13 I4 18 17 18 Iii 20 21 22 23 24 ,2�5 �g 2? � I Q 3© '�' 1 �. , . Ho a','• 1OZ K � _ ti" tilt 1111.111 it � OZ ' I. ,I s 1 , 1 1 LODI Metal 'Tech . , Inc . EASI4-87 FEA File : 96-68222 . 127 213 S . Kelly St -____ Date : 9/10/96 Lodi , CA 95240 VERIFONE - NO . STEEL Time : 11 : 32 : 54 ANALYSIS INPUT GRID POINTS NODE X Y Z ( in ) ( in ) ( in ) 1 . 00000 60 . 00000 . 00000 2 . 00000 120 . 00000 . 00000 3 . 00000 180 . 00000 . 00000 4 99 . 00000 . 00000 . 00000 5 99 . 00000 60 . 00000 . 00000 6 99 . 00000 120 . 00000 . 00000 7 95 . 00000 180 . 00000 . 00000 8 198 . 00000 60 . 00000 . 00000 9 198 . 00000 .120 . 00000 . 00000 10 .198 . 00000 180 . 00000 . 00000 MATERIAL PROPERTIES ID E G A IZ J IY ( psi ) ( psi ) ( in2 ) ( in4 ) ( in4 ) ( in4 ) 1 3 . 0000E+007 1 . 2000E+007 6 . 1800E-001 1 . 0230E+000 0 . 0000E+000 0 . 0000E+000 DENSITY = . 28 lbs/in3 2 3 . 0000E+007 1 . 2000E+007 9 . 1810E-001 1 . 4739E+000 0 . 0000E+000 0 . 0000E+000 DENSITY _ . 28 lbs/in3 ELEMENT DEFINITION ELEMID MATID N1 N2 N3 N4 THICKNESS Al A2 A3 ( in ) 1 2 1 5 0 0 0 . 00E+000 0 . 00E+000 0 . 00E+000 0 . 00E+000 BEAM 2 2 2 6 0 0 0 . 00E+000 0 . 00E+000 0 . 00E+000 0 . 00E+000 BEAM 3 2 3 7 0 0 0 . 00E+000 0 . 00E+000 0 . 00E+000 0 . 00E+000 BEAM 4 1 4 5 0 0 O . 00E+000 0 . 00E+000 0 . 00E+000 0 . 00E+000 BEA14 5 1 5 6 0 0 0 . 00E+000 0 . 00E+000 O . 00E+000 0 . 00E+000 BEAM 6 1 6 7 0 0 O . 00E+000 O . 00E*000 0 . 00E+000 0 . 00E+000 BEAM 7 2 5 8 0 0 O . 00E+000 0 . 00E+000 0 . 00E+000 0 . 00E+000 BEA1i 8 2 6 9 0 0 0 . 00E+000 0 . 00E+000 0 . 00E+000 O . 00E-�-000 BEAM 9 2 7 10 0 0 0 . 00E+000 0 . 00E+000 O . 00E+000 0 . 00E+000 BEAM BOUNDARY CONDITIONS ID NODE DIRECTIONS VALUE ID NODE DIRECTIONS VALUE ( in OR radians ) ( in OR radians ) 1 1 23 O . 0000E+000 2 23 O . 0000E+000 3 3 23 0 . 0000E+000 4 4 123 O . 00OOE +-000 5 8 23 O . 0000E+000 6 9 23 O . 0000E+000 7 10 23 0 . 0000E+000 I 1(10 `�k ,3 11- 1R 4-1 k... ... 'yy....�taA1c.Wi�.NJNBYr.:a+.:,.-/, .h,.ier,. .. •'�..;u,. CM LEGIBILITY STRIP 0 t 2 3 4 5 6 +, t 8 9 IO t l 12 13 14 I6 I7 lie 19 20 21 22 23 24 2'5 26 27 26, 29 3IO all 1 1 °1 ) H�NI 8 10Z IT I'Luill I'd t I I 111A I I I I I I I I I I I I I I I WA LawLalwj�j 1.1I 1 ! �a. J 0`0I i, 1 ,, ' . b VERIFONE - NO . STEEL 9/10/96 11 : 32 : 54 Page �O Load Case # 1 ( ) POINT LOADS ID NODE DIRECTION VALUE ( lbs OR in-lbs ) 1 5 1 5 . 40000E+001 2 6 1 1 . 05000E+002 3 7 1 1 . 58000E+002 1t,Ioo SW 71"" AVENUE 13- IK 1'(, 15 tit' Grob" -11.100111m I I W1111., Y40, «„ NW= k a „ wa PIM sMgil "e u tl I I III III` P , CR1 ! Ili! Illi IIII [III flll IIII Illi ILII IIII Ilfl Illi fil', IIII Illlif, I ! IIII IIII il. � Illi 11118 II III) IIII lilt IIII IIII I I IIIIIIIII IIII) III I ► �'!' � LEGIBILITY STRIP ' 10 11 12 �! 17 1814 i ( i 0 Min 14 9 20 21 22 23 24 25 26 27 26 29 30 _ lu rY I7��w, f I frf V�4 I•� 1 rti �J�y t i i 1 r i 1 s u an ppjj I � 41 n `I II i I 01 "Oki I A • Lr 77 7 „ oZ` " Al i 4 4. 9/10/96 11 : 32 : 54 Pa e VERIFON)=, N0 . 5TEELq ANALYSIS OUTPUT GLOBAL DISPLACEMENTS NODE X - DISP Y - DISP RZ ( in ) ( in ) ( radicns ) 1. 3 . 13770E-001 0 . 00000E+000 O . 00000E+000 2 6 . 97418E-001 0 . 00000E+000 0 . 00000E+000 3 9 . 41089E-001 0 . 00000E+000 0 . 00000E+000 4 0 . 00000E+000 O . 00000E+000 O . 00000E+000 5 3 . 13770E-001 O . 00000E+000 -4 . 17607E-003 6 6 . 9741P ' L O . 00000E+000 - 3 . 39953E-003 7 9 . = - '- 'ji J . 00000E+000 -1 . 59128E-003 8 3 . 13770 -001 0 . 00000E+000 0 . 00000E+000 9 6 . 97418E-001 0 . 00000E+000 O . 00000E+000 10 9 . 41089E-001 0 . 00000E+000 0 . 00000E+000 ELEMENT FORCES ELEMENT NODE FX ( SXX ) FY ( SYY ) MZ ( SXY ) ( lbs ) ( lbs ) ( in-lbs ) 1 1 0 . 00000E+000 -1 . 12489E+002 -3 . 70300E+003 5 0 . 00000E+000 1 . 12489E+002 -7 .. 43337E+003 2 2 0 . 00000E+000 -9 . 15714E+001 -3 . 01443E+003 6 O . 00OOOF+000 9 . 15714E+001 -6 . 05114E+003 3 3 0 . 000OOE4-000 -4 . 2863 -.. E+001 -1 . 41102E+003 7 O . 00000E+000 4 . 28634E+001 -2 . 83246E+003 4 4 0 . 00000E+000 3 . 17000E+002 1 . 16461E+004 5 0 . 110000E+000 - 3 . 11000E+ 002 7 . 37394E+003 5 5 0 . 00000E+000 2 . 63000E+002 7 . 49280E+003 6 0 . 00000E+000 -2 . 63000E+002 8 . 2872OE4-003 6 6 0 . 0 ')000E+000 1 . 58000E+002 3 . 81508E+003 7 0 - " ") 000E+00C1 -1 . 58000E+002 5 . 66492E+003 7 5 0 . 0 )000E+000 -1 . 12489E+002 -7 . 43337E+003 8 0 . 00000E+000 1 . 12489E+002 - 3 . 70300E+003 8 6 � . �'0000E+000 -9 . 15714E+001 -6 . 05114E+003 9 1 . 00000E+000 9 . 15714E+001 -3 . 01443E+003 9 7 1 . 81- 77F-011 -4 . 28634E+001 -2 . 83246E+003 10 ) . 82077--011 4 . 28634E+001 - 1 . 41102E+003 BOUNDARY FORCE.3 NODE, FX FY MZ ( lbs ) ( lbs ) ( in- lbs ) 1 O . 00000E+00(, - 1 . 12. 489E+002 - 3 . 70300E+003 2 0 . 00000E- 1OU -9 . 15714E+001 - 3 . 01443E+003 3 O . 000OOE . 00 -4 . 8634E+001 1 . 41102.E+ 003 4 - 3 . 17000E 02 O . 00000E+000 1 . 16461E+004 8 O . 000OOE )00 1 . 12489E+002 - 3 . 70300E+003 9 0 . 00000E - 000 9 . 15714E+001 - 3 . 01443E+003 10 - 5 . 32077E- J11 4 . 28634E - 001 - 1 . 41102E+003 END OF ANALYSIS ! (, ! Jill �"\1 m m 1 I;- i ,s 1'(; 16 of 42 t Illi ��111 1111��i►i tlil(?III illl�I�li�l';ill 1{VIII! llil�i(II t!lI�III! illl�llil Iill�li'1 !,!��Ili! lill�llll 1111 '11! IIII II1i 1111 illi !{Ilklllilillflllllll ililllllilli � � LEGIBILITY STRIP 0 2 3 45 >� to 11 1�2 1� 3 14 18 17 18 19 20 21 22 23 24 25 28 27 2e 29 30 cJi u')Ni cuioz 4111L4 I 11� I I I (I I 111",tal.t.,11 I ° 0 z *'4., .�y.F.(a• M++awv5+t. kr .:A.��„�iA.�r�vIA�+ nTx �wbA«b 4,.�..11..� I..!...1 ( I,I. I I._I.^,,. 1..1,..1.-l.�.l.. ' I I DRAWN BY DRAWING NO. P.S.TI DATE LBF354 rmm QTY• DRAWING NO. _ DESCRIPTION REVISION I 1P/tl M LOItU -48600 PIX PIX NO. DATE BY I LBF354 -- 96 BEAM DETAILS -00. 2 3/4 7/8 1 7/8 1 1/2 — 1/8 R TYP 1.914 3 : /2 � n,a. 1.585 /16 / 7 ±1 16� � --� 1 3/8 LBF354 Properties Ixx = 1,4739 in3 Sxx = ,7699 In I� A = .9181 int CIO 50 ksi Min Yield W L 4860(96) M = --- - - -------- = 46.66 in K 10 10 p f = Fy / 1 .65 = 50ksi / 1.65 = 30.30 ksi M 46,66 Sreq = ----- _ ------ _ .7699 in3 I 2 t 2(30.30) Sreq = Sx .0104W 13 .0104(4860)96 3 dact = --- --- _ ---•-------- _ .51 in 2 E I 2 (3E7) 1.4739 L 96 dmax = _ --- _ .53 in 180 180 16100 SW 72 "' AVENI IE d2�� d roan 1i- Ix Ai 17 (,t' 42 C m -�Wi4bR lnMj A •- i I I I f I { orkablk6e L 1(�`� 1r . TRIP ( AilGRi�PA N' .I:JSY :irfa�M/ d1� r;r,71r�!n6 !n» k4! �l1LITY O 1 ! I { + I I' III !i?'�! li!)i hill II !!II III! IIII IIII Ilii fill Ili I!il III I I `: , I ''"`�I► Illl�ifli IIII ; II 3 4 7 J 10 11i f � I J Iii!.! lif� lll�[illlrllll,ll!!rl!II!I!IIIIII�I 12 13 14 i lEi 17 18 19 20 21 22 23 24 25 26 27 26 29 :30 ZI I 1 CSI H011I 64100 .,.•.��!�i�,ihl.�l,�,i, ' 1 i hI I i I I l i I I I c I I I I ! I I I I I I + I I I I l I i � I I � , I � .�. ,��.!1.1.1F��.1.1I1-1.1a�. �.LilII,� Liliii�Il � I � illlll � 11111IIJIlIl , ll� ll I ► I , IIII Ir 1 � I ► ! ► I r I I Il . ll , . ► Il . . 11l ! Iilllll � l � l � ll , llll I I � oz � Illllli IIII II 111111 . 1 III I ! rl i ! I I I . �II III ► 1 � ► ► . e � kDA A R E BY DRAWING SHEET NO. LODIMETALTEcH., lNc. N C E LODI. OALIF'URNIA L ` � ! NO. �NOJ REVISIONS BY DATE CNSUW4 C J N C R E1'E SLAB I NVESTI GAT10 N Pa = �, 5� l�=• C r PW _ CONCRETE SHEAR UNE --1 O POINT OF INFLECTION Oka JO 0 �, �_ • • t a 5 1/2 _ nor f� / PSf NOTE BECAUSE OF CONTTNUTTY. THE SLAB WILL TAKE NEGATIVE L40MENTS SOIL BEARING SLAB BENDING r ' A �� /f t fA ft %ag � o o 17/7 , I— �J Y� 2 1 22 3 6 M _ f� x2 _ /COf C, 7j ) � 12 In _ ¢ .;- — 2 2 ft � In lbs psi < psi = 1.6 F-F = 1,6 PUNCHING SHEAR P . , ,I— V _ o� _ = �: PSI < / o© psj = 2 r ' _ 2 Y r bQ d IA 7 ��. > t - 4 + + _� In bo d 2 + 2 2 16UO S "' AVENUE: 13- 18 110 18 tit' 421 C LEGIBILITY STRIP o i 2 3 a 5 g 7 Io 11 12 I'3 I'a I�6 I�7 Ing 19 20 21 22 23 24 25 26 27 28 29 30 L I I 1 CSI H,)w su; 00 blO z 1.1.LltJ..�1,�. ��.�I�,J.� �,l.axJ�l�� .1.�1.,1.1�,�. U.l� �I.�1� I�I I J►J.�.I�I�I � Y, 41 1 PR AR D BY SHEET NO. LODI METAL TECH., INC. DATE DRAWING NO. LODI. CALIFORNIA FPcuG NO REVISiONS BY DATE FOOT PLATE DESIGN (TRANSVERSE) Pa A = 4" x 5�" = 22 in z Effective QO 2 Q 0 4 22 22 Qo 3 t .d — 2 n 2 4 2 4 t 'M9r ��, 5 2 t = , 7o2 In. < .375 'n. Base 'late 4 5� 3 2 4 7 ANCHORAGE (LONGITUDINAL) P = d " k IM . Pe ( 24 ) + pl ( 5' > M, ( 24 ) + r4ic ( 52 ) > i f >0 711 73 ANCHOR BOLTS: / �4 1 2 Dia X g' ¢ Long 2 _'� ' �'' VG ih. Embedmen,: Za.zxwmed rotation point Pw 16100 S"' 72 ' M `.I 1 E3- 18 4, Cm - .. LEGIBILITY STRIP o + 2 3 a 5 e 7 e 19 to I I I'2 �'� i'a 16 17 I � �. F3 15 20 21 22 23 24 25 26 2 % 23 c � 3r- LP r-LP d� H'1N i 941 0;-w�l ..I ( l( -,L- 1111111 ..I.I„ Iu I'll,1.1 �.1 , 1111.1,.1lAIdd d1ldtl.a.1.:[11 1 1,11,1 1.1 I i_a f i.lth (1 11.1[Ti.,1.,�l� l ►l l �.a I�.�.� � � ��.� .�I.�.��..1. ( 1.�, l r PREPARED By SHEET NO. P.S.Tirgcy ofLODMETALTEcH . , INC . DATE DR;,WINGNO . LODI . CA 95240 t.0. REVISIONS 1 BY I DATE nT�ptiav TRANSVER L OVER,TURf ING V(trans ) _ Z —I— � � W = _3L1 0-Z,S( —R w 6 TOP LOAD ONLY = 2(T ov o)= 1-000 V(trans ) fir OVERTURNING MOMENT H ( V(trans)) _ in . k . , H STABILIZING MOMENTS GRAVITY ( L. L. + D. L. )( D/2 ) _ I 0- 006 + Z4 in . k . ` Z Z ANCHOR BOLTS D ( ALLOWABLE )( 2 ) _ -�, in . k . QLLOWAE . = ALLOWABLE TE111SION FROM I . C . B . _`� ALUATION REPORT � 1 372 FOR 1 .-.W aMSET/RED HEAD CONCRETE ANCHORS 'A TH `AINk PJM ANCHOR EMBEDME11T = ? � 4- inches AND MINIMJM 'CONCRETE S I RE' IGTH = 75061 psi Ic, jOo SW ,` AVI-N 'E= E�- IS C,l l� LEGIE3IL1TY STRIP O 1 2 3 a 5 ® �' e � � � 14 � `."". Ipmm.icm I@ 17 Ie 19 20 21 22 23 24 25 25 27 23 29 ZI I of HOr�I su� �z wp A r VERIFONE PRE RED BY SHEET NO. LODI METAL TECH., INC. 16100 S .W. 7 '" i &r 2nd AVENUE DATE DRAWING NO. LODI. CALIFORNIA via NORLIFT PORTLAND , OR 10 SEPT 96 NO.1 REVISIONS BY DATE RE FE RENCE APPENDIX R-1 LB BEAM SECTION PROPERTIES R-2 I_M COLUMN SECTION PROPERT.J ES R-3 LM BR;is-:ING SECTION PROPERTIES R-4 LB BEAM MOMENT CAPACITY R-5 LB BRACKET CAPACITY R-6 ALLOWABLE AXIAL COLUMN LOADS R-7 SEISMIC ' Fi ' COEFFICIENTS - U . B . C . Std . 27-11 R-9 ANCHORS , CONCRETE - `RED HEAD - WEDGE ' I . C . B . O . 1372 R- . �� . T . BROCHURE , Inc ► ~ 1 kit, .I, LEGIBILITY STRIP + O 2 3 a 56 -� - - 8 9 Ip 1 1 12 113 14 Is 17 16 19 20 21 22 23 24 25 26 2 -7 2e 29 30 L�' 1 1 01 HOW ,ui oz Q , � . � � ��.�.�,��.a.�� I��.��h��..�!..�a..l„Il � ij ► lil ► , lil ( � Ijljljij_ Illlillll � ! Ij � jl � � � (.j '� Ill � l � � jljljijl ; .�r�.�I,.I,.1.�.1,�.1�1J�I�..�a,l �I�.��111.� Ijl► l �lii.. � °z l q: PREPARED BY DRAWING N0. BEAM SECTION P. S. Tbagey DATE R-1 Lkmr PROPERTIES 14 SEP.'93 SON N0. DATE BY t H D Ix sx rx I y Sy ry AREA MODEL in in in In in in In 1n3 in in 2 LB020 .075 21 .75 .2928 .274 .716 1 . 6033 .4133 1 .031 .5718 L9030 .075 3 .75 .7604 .4659 1 .026 .8786 .6054 1 . 103 .72- 18 LB035 .075 3.5 .75 1 . 1854 .6313 1 .223 .9475 . 6712 1 .093 .7922 LBC30 .075 3 .75 1 .3689 .8817 . 184 .9403 . 6099 .9820 .975 LBC35 .075 3.5 .75 1 .951 1 .0473 1 .363 .9705 .6159 .9614 1 .050 LBC40 1.075 4 1 .5 2.6631 1 .2769 1 .538 1 . 105 .7096 .9921 1 . 125 I LBC45 .075 4.5 1 .5 3.5073 1 .5033 1 .709 1 .2449 .8025 1 .018 1 .200 LBC50 .075 5 1 .5 4. 6437 1 .7655 1 .908 1 .3902 .9029 1 .044 1 .275 LBC55 .075 5.5 1 .5 5.7951 2.0453 2.071 1 .5269 .9975 1 .228 1 .350 LBC55A . 105 5.5 1 .5 7.7919 2.7571 2.038 2.0719 1 .3498 1 .051 1 .876 LBC60A . 105 6 1 .5 9.587 3. 1421 2. 192 2. 1979 1 .4517 1 .049 1 .995 LBF356 .060 3.5 1 .5 1 .2039 .6277 1 .274 .7576 .5097 1 .011 .7414 LPF354 .075 3.5 1 .5 1 .4739 .7699 1 .267 .9284 .6242 1 .006 .9181 LBF-404 .0751 4 1 .5 2.0512 .9481 1 .4,37 1 .0635 .7190 1 .035 .9931 LBF454 .075 4.5 1 .5 2.7526 1 . 141 1 .605 1 . 1984 .8143 1 .059 1 .0681 LBF453 .090 4.5 1 .5 3.2119 1 .333 1 .598 1 .3985 .9497 1 .054 1 .2578 2 3/4 7/8 1 7/8 t D y 1 H x x I i Y Io I00 til\ 72 AVE-:N111:, I�- IS kit, .3 Cm ,� I I!� I� ' ! I i t I i � >dYYar7asatrw:ewlntiYMANIWIi1iA4Ibi�AlikixsiiJi�IWp" c"v.4'lktlk'd� i� ! ! ' r w III 0 ► � I � � R E 1 � � � ! �„±ij� Itjillt�lll.�lli��.IIIjII:,_ . l+: !. - � : Ilii illi �' �Ilt!" li��<< Ilill�i """'"' � '� ' ,II11 lill�lf;i flil�llli I�Il�illi Illyilii Iill�lIIIIIIf�llll lill�li!I LEGIBILITY STRIP IQmmal 3 d 5 �m 6 1� IQ 11 12 13 14 16 17 ie 1'9 20 21 22 23 24 25 26 27 2e 29 30 I 01 HONI Ol OZ L I�l�,Ia �,.� ,�i.�.l.�.I.�.I� I.� �.�,�.�.1�.� �.� ,.laM y�:1..►.I I�,.I:.�� at-UhluJ-1fuji[luji'l.1 ' 00 r WNW PREPARED BY DRAWING NO. COLUMN SECTION P.S. Ting ey PROPERTIES DATE R-2 16 JAN. 92 REVISION NO. DATE BY A 15APR'93 PST t H ® X Ix SX rX I y Sy ry AREA MODEL in in in in in in3 in in4 int in in 2 LM 151 .075 3 1 .625 . 689 .582 .388 1 . 156 .205 .219 .686 .411 LM20 .075 3 3 1 .435 1 .023 .682 1 .263 .872 .557 1 . 165 .618 LM30 . 105 3 3 1 .45 1 .373 .915 1 .249 1 . 164 .752 1 . 15 .859 LM20/15 .0 075 3 4.625 2. 607 1 .78 1 . 187 1 .231 2.577 .988 1 .481 1 . 143 ILM20/20 .0 075 3 6 2.714 2.222 1 .481 1 .268 4.701 1 .431 1 .845 1 .349 LM30/15 . 10 3 4.625 2.789 2. 126 1 .417 1 .23 3.052 1 .094 1 .473 1 .384 .075 LM30/20 .105 3 6 2.951 2.568 1 .712 1 .262 5.45 _ 11 .788 1 .838 1 .590 LM30/30 .105 3 6 2.707 2.98 1 .986 1 .256 6.387 1 .94 1 .839 1 .875 PRIMARY COLUMN BACK-UP COLUMN PUNCHED UNPUNCHED B -♦► .87 .53 B r 1 � r .23 - _1 .75 .67 H - - ------ H .- x X t X t r y Lm Lm / '11 , w w . 11 IY ` I I e• . LEGIBILITY S1KIP / � 2 3 a 5 6 9 � o 12 �3 is � s �� 'e 19 20 2 22 23 24 25 2E 27 28 29 30 � ) 01 4 HOW SU1 0? , .► ,� � .�.�.� . . �.�,.�..1.� ,i � o z I � � � a 1I �l.i_li. �. ilal. , il�„ 1 1 l l I�� . .,�.�.� ��., L .�u��._�.1.�.�..�1.► ..h► �.�. .,i.l�LLl oL►.►� , � .. , �.► �,►.� I , I�� ... l,�.l. .. .. � . . is 4w i p pAMM BY DRAWING NO. BRACING SECTION P. TINGEY DATE R�3 FLAr PROPERTIES 1OMAY91 I REVISION NO. DATE BY T X Ix SX rX iy Sy ry AREA GAGE in in in4 in3 in in4 in3 in in 2 • •. �,• x; 93 011190 .0234 .^v3i 9 .^v•+.`�6 1 .4OSS .2297 10 .v00 .410= .0 1 4 .0�' r _ .4261 . 1051 . 1440 .6169 .0464 .0564 .4043 .2839 12 . 105 1 . 4405 . 1418 . 1890 .6041 .0621 .0767 .3999 .3885 10 . 125 .4551 . 1706 .2275 .5914 .0764 .0950 1 .3956 1 .4878 - ---- B= 1 1/4 y H= 1 1/2 x - x y tT X I-�- 13.3 P _ cn v' 10.6 0 a c 8 10 G a -' � 9..31 Q0 X CLa 6 � 17.98 iW o J 5 6.65 a o 14 Ga z 5.32 o V)4 J � 3.99 Q 0 3 � _ I I i I 2. 6 6 � r- z Z III I II I � in f 1 I I 1 .33 V) P, - , ill � 1 1 1 0 0 20 30 40 50 60 70 80 1c, iul► s\\* i \I I LENGTH IN INCHES It- IS cm "'"''ll} lill�llll�Ililll_iil�Ilflliiil�lIIIIIIII'fI1P�I111I1��(�Illllll��l�i!�� z!�I►!IIIII� (illl,i{I'!�I! Ilill Illi�llll�llll�llll IIII� I LEGIBILITY STRIP o I 2 3 a to I I 1 4 1 2 13 ' � """ •' "^ 16 17 IA 19 20 21 22 23 24 25 28 27 28 29 30 81 1 1 OI �II� I � t► NJNI 0410Illb111111111111ULLIAdJa � �II � ,.. .�.I.� .�.��.1.� � L , �ll. .� �.,1 J.�,� ..I .11 �.�.�.�1 z n , 4, i PREPARED BY DRAPING NO. BEAM CONNECTION P. S. Tinge y PROPERTIES DATE R-4 31 JAN. 94 REVISION NO. DATE BY TOTAL BEAM NEGATIVE ALLOWABLE SEISMIC MOMENT CAP. MODEL MOMENT CAP. MOMENT CSD BEAM COLUMN CONNECTION fb S DEVELOPED BEAM 6" BKT. 8" BKT. LB020 8.303 1 . 661 11 .043 3 .20 55.76 LB030 14. 118 2.823 18.777 35.20 55.76 LB035 19 . 130 3.826 25.443 35.20 55.76 LBC30 26.718 5.343 35.535 35.20 55.76 LBC35 31 . 736 6.347 42.2 , ) 35.20 55.7E LBC40 38. 693 7.738 51 .462 35.20 55.76 LBC45 45.554 9 . 111 60.587 35.20 55.76 ' LBC50 53.500 10.700 71 .155 35.20 55.76 LBC55 61 .978 12.395 82.431 35.20 55.76 LBC55A 83.548 16.709 111 .119 35.20 55.76 LBC60A 95.215 19.043 126.636 35.20 55.76 - LBF356 19 .021 3.804 25.298 35.20 55.76 LBF354 `3.330 4. 666 31 .029 35.20 55.76 LBF404 28.730 5. 746 38.211 35.20 55.76 LBF454 34.575 6.915 45. 935 35.20 55.76 LBF453� 40.393 8.078 53.723 35.20 55.76 W G 1/8 SEISMIC PLUS r W 0110 10 VERTICAL 025 �- SEISMIC MINUS VERTICAL T I VERTICAL SEIsIEC IAxERAL COMBUM I \k I til t. 11- Ir P( l 25 kit' 42 LEGIBILITY STRIP cm 0 2 3 4 5 6 7 8 g IO I I 12 13 14 ' 6 1�7 1�8 1�9 20 21 22 23 24 25 26 27 26 29 30 i ZI I I 01 8 HOW 94100 b �LI . �.�..�,.�.�.�►�.►�►.�1_� [dill 10.l 11,1111-1.d 'fib ab I l.I a l a, ji i , l l I i i j I 1j . . �. . � 0 z � 1 I i ISI I'III ll III IIII IIIL �II�III I II�IIiI I II I,III. I illll I'll' PREPARED BY DRAPING NO. MBEAM BRACKET P. S. Ting TMOMENT DATE 16 JAN . ,92 REVISION NO. DATE BY I A 13APR. '921 PST 6" THREE Plt BRACKET 8" FOUR PIN BRACKET II Pp = ft... A = 40(.09281 ) = 3.712K P, = ft., A = 40 .09281 = 3. 712K = = II ( ) P, 4. 75/6. 75(3. 712) — 2. 612K x. 75 /4.75(3.712) 2. 149K P2 = 2. 75/6.75(3.712) = 1 .512K X3. 712) — . 586KP3 = .75/6.75(3.712) = .412K I MOME► , i = MOMENT = 6.75(3.712)+4.75(2.612)+ 4.75(3.712)+2. 75(2. 149)+.75(.586) 2.75( 1 .512)+.75(.412) — . 7. 63+5.909+2.93 = 25.05+ 12.41 +4. 16+ .309 �I 26.46 k—in. NORMAL STRESS = 41 .92 k—in. NORMAL STRESS 26.46( 1 .33) = 35.20k—in. 41 .92( 1 .33) = 55.76k—iii. SEISMIC STRESS E S SEISMIC STRESS Po � I -- 2 P, i I 2 13/32 DIA P 11/32 DIA 6 P2 7 2 11/16 I P3 � I 5/8 DLA, 1 /A [I D 2 2 3 1/4 NET AREA= 4 - . 09281in Ir, jlll, 1�� C1010 COLD HD QTY. f� =40K , � "� A�, E_ivUE. (ASTM A354-79) Pk i 26 of 42 I .... it ill li II IIII Illi IIII III. 4 " ` i� II. I�IIII�►:IIIIIII�I►Ii�l, .l ��iilllll� I� 111111 illil�llillilll�llil�llll�llll�lllll.,Il��, LEGIBILITY STRIP 6 _ � 9 20 21 222 23 .24 25 26 27 28 29 30 t � J h 1 I p� - sui07 i0 II `t wyl,i i Physical Properties & Axial Loads Page : R-6 1991 Uniform Building Code - v1 . 2 LMT Column Sections ----- — y Section : LM- 20 Column x x Physical Properties Reference Column Section Properties sh# R-2 : y t= . 075 H=3 . 0 B= 3 . 0 Xbar=1 . 435 Ix-1 . 023 Sx= . 682 rx=1 . 263 Xbar=1 . 5 Iy= . 872 Sy= . 557 ry=1 . 165 Area= . 618 Additional Properties : M - Distance from shear center to centerline of web . . . . = 1 . 969316 Xo - Distance from centroid Xbar to shear center . . . . . . . . =-3 . 404316 J - St Venant torsion constant . . . . . . . . . . . . . . . . . . . . . . . . . = 1 . 656985E-03 CW - Warping Constant . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . = 3 . 090895 Ro - Polar radii of gyration . . . . . . . . . . . . . . . . . . . . . . . . . . . . = 3 . 813366 TFC - Torsional -flexural constant . . . . . . . . . . . . . . . . . . . . . . . . =-2 . 039144 Constants for Steel : E = 29500 G = 11300 Fy = 50 Allowable Axial Load Constants are : Ky= [ . 65 ] Kt= [ . 65 ] Inputs : Kx = [ 1 . 2 ] Lx = [ 60 . 0 ] Ly [ 45 . 0 ] Lt = [ 45 . 01 Oex = [ 89 . 5912 ] Ot = [ 454 . 2785 ] TAe following will solve directly for F : ( Eq . 1-4 . 1 - 1 ) : ( Fe ) 1 = [ 89 . 59121 ksi ( overall Buckling ) ( Eq. - C4 . 2- 1 ) : ( Fe ) 2 = [ 60 . 0. 188 ] ksi ( Torsional-Flexural Buckling ) Tor') > ono: l -Flexural Buckling Stress < Overall Buckling Stress Eq . C4 . 3 Governs - Rcf : UBC Std . 191 2.7-9 ( AISI 186 ) ( Fe ) lx _ [ 89 . 591122 ] ksi ( Fe ) ly [ 250 . 738 ] ksi Fe = [ 60 . 91881 ] ksi F = [ 39 . 74044 ] ksi The allowable compres7ive is F = [ 39 . 74044 ] ksi Net area = [ . 618 ] F . S . = [ 1 .. 92 ] The allowable Vertical Column Load . . . . . . . . . . . . . . . . . . . . . . Pa = [ 12 . 7915 ] kips LMT upright with 60 inch beam spacing has a capacity . . . PI = [ 25 . 5829 ] kips All LMT column sections ( flanges , webs , and lips ) are fully effective . [ End of Processing ] I II �►I► `�1 �' ' 1� 1 �I I I�- IX LEGIBILITY STRIP _ s 7 e 9 10 It 12 13 is 16 17 q 20 21 22 23 ?_a 25 2- 27 2e 29 3G 2 1 1 1 41 6 L 9 ti H JN 18;102 1111111TI[III) III I: j1dih , . r,. MW r PREPARED HY' DRAWR�G N0. SEISMIC LOADINGS f. TINGEY SPECIFIED C . G . FL DATE R - 7 T S 15FE891 REVISION U.B.C. SECTION 2312 & STD. 27- 11 No. DATE PY 4 .4 3 .5 3 .3 2 .66 2 .33 .2 1 i 1 .33 1 . 17 1 . 1 0 1 GO 0 820 780 75� 0 8 .22 7 .LS p- 7 . 19 6 .28 6 .21 6 . 17 5 .33 5 .24 5 . 18 5 , 14 4 .27 4 . 19 4 . 14 4 . 1 1 3 .20 3 . 14 3 . 10 3 .08 2 . 13 2 .09 2 .07 2 .OS 1 .07 1 .OS 1 10 7207.04 71 7 0 73 1 0 12 . 15 11 [i. 17 11 . 14 107* 18 10 . 15 101I . 13 •• ^ . c n 1 A . ` 8 . 10 8 . 18 8 . 15 8 . 12 7 . 15 7 . 14 7 . 11 7 .09 6 . 13 6 . 11 6 .09 6 .08 5 . 1 1 5 . 09 5 .08 5 .06 4 .09 4 --.07 4 .06 4 . 05 3 .O7 3 .05 3 ,OS 3 .04 2 .04 � 2 .04 2 .03 2 .03 1 .02 1 .02o„ 1 .02 Q„ 1 . 01 0 70 0 _ 0 _ 07`0 69 ,0 1 'J 16!(K) SW 72 AVENI►E= V62Rof 4 cm • . LEGIBILITY STRIP 0 I 2 3 4 5 G 7 6 10 I I 12 25 13 14 ► 6 17 i6 i9 20 21 22 23 24 ^ 7 � � Ommni c� 26 1 28 2 30 01 �� H0NI S tUZ ., . .►, l ��., la�..�. l.i ' a.l� ,��. � �.� � �� t�� 1� � . . 1. a. � a J ,��.I ' �:! . 1 W��,I ,� 1,��..��. OZ .. i 1 I f R 9 " SICBO Evaluation Service, Inc . J C~ A cubsidiarY corporation or the International Conference of Building Offic, lals I TW Report No. 1372 EVALUATION REPORT June, 1992 Copvrlght C 1992 ICBo Evaluation Service, Inc Filing Category: FASTENERS--Concrete and Masonry Anchors (066) k ITW RAMSET/RED HEAD SELF-DRILLING, NON-DRILL, STUD, C. ITW Ramset/Red Head Stud Anchors: The ITW Ramset/Red Head DYNABOLT SLEEVE, TRUBOLT WEDGE, MULTI-SET II CONCRETE stud anchor is a non-drilling anchor which provides a protruding external- ANCHORS AND STEEL DECK INSERTS ly threaded stud when Installed and is formed from steel meeting the m,nl- ITW RAMSET/RED HEAD mum requirements of AISI C-1213. The anchor body has an axial hole,ax- 1300 NORTH MICHAEL DRIVE ial slots and series of annual broaching rings in the expansion end of the WOOD DALE, ILLINOIS 60191 anchor. A flanged, conical expansion plug of steel meeting the minimum I. Subject: ITW Ramset Red Head Setf-Drilling, Non-Drill, requirements of AISI C-1010, Is preassembled into the body. II, Stud. Dyna- ,, bolt Sleeve. Trubolt Wedge, Multi-Set II Concrete Anchors and Steel Deck The anchors are installed In driller holes having a diameter the same as the anchor and are set as described above the self-drilling anchor. The al- Inserts. lowable shear and tension values are as set forth in Table No. Ili. i II. Description: A. ITW Ramset/Red Head Self-Drilling Anchor: The D. ITW Ramset/Red Head Dynabolt Sleeve Anchor: The Dynabolt ITW Ramset/Red Head anchor is a self-driiling concrete expansion shell sleeve anchors are designed to be installed in a predrilled hole equal to the anchor with a single cone expander, both made from heat-treated steel. anchor diameter and are expanded by tightening the hex nut or head-style The steel for the body conforms to the minimum requirements of AISI nut with a wrench or screwdriver. The external shell or expansion sleeves Specification C-121-14 and the steel for the plug conforms to the minimum are stamped and formed from commercial quality carbon steel or stainless requirements of AISI Specification C-1010. The anchor has eight sharp steel meeting the minimum requirements of AISI C-1010 or Type 304, re- teeth at one end and is threaded internally at the other end. The outer sur- spectively, in No. 22 and No. 16 gauges.The threaded expansion pins with face of the tubular shell at the toothed end has annular broaching grooves integral conical expanders are formed from carbon steel or stainless steel and four milled slits. At its threaded end, the anchor is provided with an meeting the minimum requirements of AISI C-1010 or Type 304, respec- unthreaded chucking cone which has an annular break-off groove at its tively. Holes are drilled into the concrete or masonry at the required loca- base for breaking off the cone for flush mounting.Anchor shell and expan- tions of the same diameter as the nominal anchor diameter. The .nchors I der cone are electrodeposit zinc and chromate plated. are placed in the hole and the nut is turned until the minimum installation r The anchors are installed either by a Model 747 Roto-Stop Hammer, by torque as indicated in Table No. IV is reached. Allowable shear and tension air of,electric Impact hammer, or by hand. The anchor is used as a drill in values are as set forth in Table No. IV. forming the hole in the concrete. After the hole is formed, the anchors E. ITW Ramset/Red Head Trubolt Wedge Anchor. The Trubolt wedge removed and the hole thoroughly cleaned. The depth of the hole is regu- anchors consist of a stud bolt type of drop-in anchor designed for use In lated by the drill chuck. A Red Head plug is set into the bottom of the an- stone and lightweight aggregate concrete of various strengths. The an- chor prior to insertion in the hole. The concrete anchor is then driven over chors are cold formed or machined from either zinc-plated and chromate- the plug,causing an expansion of the anchor in the hole.The chucking and dipped carbon steel, hot-dipped galvanized carbon steel or stainless steel. of the anchor Is broken off with a hammer blow. These anchors mp,.t the minimum requirements of AISI C-1015 to AISI Veriticatton that the anchor has been Installed properly is evidenced by C-1022 and AISI C-1213 carbon steels, or Type 302HO, Type 303 or Type the fact that the anchor does not project above the surface of the concrete 316 stainless steels. The expander sleeves are fabricated from carbon or and that the red plug Is visible at the bottom of the hole. stainless steel meeting the minimum requirements of AISI C-1010 or Type The allowable shear and tension values are as set fcrth in Table No. I. 302, respectively. The anchor stud Is threaded at its upper end and has a straight cylindrical section reduced in diameter around which the expan- B ITW Ramset/Red Head Non-Drill Anchor:The non-drill anchor Is de- der sleeve is formed. A straight-tapered section enlarging to a cylindrical signed to be installed In concrete In a predrilled hole. The shell Is formed base acts to increase the diameter of the expander ring as the stud Is light- from steel meeting the minimum requirements of AISI C-121_14 and is ened in the concrete hole. The expander ring, which Is formed around the provided with Internal threads at one end and a plain hole at the expansion stud bolt, consists of a split ring element with a "coined" groove at each end wtxh Is divided Into four equal segments by radial slots milled axially end. The expander nng Is designed to engage the walls of the concrete along the length of the shell A series of annular broachlns rings are cut hole as the tapered portion of the stud Is forced upward against Its Interior Into the expansion end of the anchor. The anchors are set over a hardened Cold-formed anchor studs are available only for the 114-, "C, '1'2-, 5;8- and steel conu:al-shaped expander plug by driving the anchor flush with the 3/,-inch-diameter wedge anchors surface of the concrete The heat-treated plug Is of steel meeting the mini- The anchors are Installed In the field by drilling a hole In the concrete. mum requirements of AISI C-1010the same nominal size as the anchor size,to a depth greater than the length The anchors are Installed In drilled holes having a diameter and length of embedment desired, but no less than the minimum embedment It Is the same as the anchor, after the hole Is formed. all concrete cuttings are net necessary to clean out the hole prior to the Installation of the anchor, removed and the anchor Is set In a manner identical to the self-drilling an- provided the hole is sufficiently deepr; than the desired embedment The chor The allowable shear and tension values areas set forth Iii Table No. II anchor Is then tapped into the hole to the embedment depth desired but E raladmon reports of ICB0 Era/uanOn Service, Inc.,are issued soltlr to providt information to Class A members of ICB0, utilujng the code upon which the report is bast+[.E mivanon reports an not to be cons"ed as rrprrsennna aesthetics or an r other attributes not specifically addressed nor as an endorsement or recommrn- danon/or tut of the subject report. This rtpri is based upon iadependent tests or other technical data sub tWtd br the applicant. The ICBG Era/ranon Service.I nc., technical staff has re vie*ed the trst resoles end/or other data.but dots not possess test fecilints to make an independent werification. Then is no warran(v br ICBO E ra/uanon Servo e,Inc..trpres s orunp6rd.as to am"Finding or other muter in the report oras to any product covered br the report. This duclain er includes.but is not hmard to.mierchantabilui. Page 1 of 8 Ii- IR of i ;'�tiY11i11iI11rIfAfl�llhYf'<iYM�lllL . 1 I 1 I I 1 1 I 1 1 i i i i* _. 1 f I Old{IK7JdfSM'wilclrtd�fil+.',,, 4Wny iaf^Iwu i.PJ)A2Fw^.[3;id:11 5�1�:{i 1l. �Illliff ill(IIII�II �I� !III�IIfi�Ili!�Clli�lll►llill�IIIIIIIII�IIII�IIIIIIIIIIIIII�IIIIjIII►�IIII�, _I l:.-.i LEG1i3 : ;. 1TY STRIP .� 4 to ? 13 � 16 17 I® 19 20 21 22 23 24 25 216 2 '7 � c6 29 3 s Ot E B I HJNI 60 i4 5 '+ Report No. 1372 Page 6 of 8 v, O Q dc w. w.�r•, C ^ v. v, w. v. 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T r w• ? r r w. r r! r 1 p r!r, ,.� r, r ,n x r - - - �Q} p h' � r � r - r•a - � r=J w: - rJ Qom;.'l •� G: W ..J C N� .� - r1 P TW= I M s _ u ~ w. ^ w. i W �r. =.^.w. w. _ _ .... Q n — �.r I'a � CraC, C ? 3. r`I • � -1 w. �f r-a �. r•7C Q Z 1 ra r! ra •�'. -1 ^� T T -1 roe v. ¢ W v v v Cyt• - v v = V. w. v vY -T QQQ r x Z r .7, x i1 If pp - .� 'Z L ✓1� 7O r _ .� _ V. i �. L Ir r •- V VI I �� w ,- C _ I � � � �1 L �1 `•1 � r G• V. r - r 1 � L xTo _ ^'• ? x I ~ ��I r r r' � _ - �ra .� r J r 1 r i .+.•r r i .� .� T .f O _ IX ZIr - _ ✓. i 3 M1 �. �. W — -- ^ v, r. - ` p pi w.w _ wio 'r' '-1 is -7J - v - 3 I -r = _+ =1 a/1 'r T •�+. rX- .+ �. �f 7e x L N.� �e -f v. .- r•J r -f ± 3 r V L -f r r- ,D ? •: Z r 1 ► •'► V. Y r M1 r! x x M + s y C w. w. w. .r•,r. w. _ z IL • ,r v V. V. V. �! _ V. V. Z T, "' M ^ X L -1 '"; a0 ra r .C• 2 x ..- - .'1 K .� r'1 -Q� rJ L F I r i i 1 ^1 V'. r T 2 r 1 _ - r v. ^► -1 2 r. v'j - -Nr! '1 �f ^i I r �, I - �. r 1 I - r 1 r 1 r 1 r! ► rr V. r Y r O• y1 W Z • L . r ♦ a = = • . •� I _ • -r -• -' M �. Z. , .�. r .t r 1 �! �. N V'1 r N. ,G T r L Y -f r _ N `p O W JQ 4 H~ I IZ I I I49 LEGIBILITY STRIP Amo 3 -..-.. I � 2 a5 6 7 f3 g 10 1 1 12 13 14 16 17 18 19 20 21 22t 2 23 24 25 26 27 28 9 30 i 81 1 1 01 4 NONI QQt oz +SIA ( > ' .�1� J. 00 whI t Report o. 1372 R9 Page 2 of � � NA no less than the minimuni embedment. A standard hexagonal nut and concrete cover over the flutes. The allowable shear and tension loads are washer are used over the material being fastened and the nut tightened gun- as set forth in Table No. VII. til the minimum installation torque as indicated in Table No. V is reached. H. Identification: The concrete anchors are identified by their dimen- I The allowable shear and tension values are as set forth ,n Table No. V. sional characteristic and the anchor size stamped on the anchor. The coni- F. ITW RamseVRed Head Multi-S1 II Anchor: The multi-set anchors cal shaped expander plugs are colored red. See Figure No. 2 for additional are designed to be installed in a predr4ied hole equal to the anchor diame- details. tier The anchor consists of a shell formed from carbon steel or stainless III. Evidence Sutmitted: Product brochures, calculations, results of steel meeting the minimum requirements of AISI C-1213 or Type 303, shear and tension tests. respectively,and an expansion plug formed from carbon steel or stainless steel meeting the minimum requirements of AISI C-1010 or Type 303, Findings respectively. The expansion end is divided into four equal segments by radial slots, The expander plug is preassembled and is cylindrical in cross IV. Findings: That the IM. Ramset/Red Head fasteners described in section. this report are alternate types of anchors to those specified in the 1991 The anchors are installed in predrilled holes with the depth and diameter Uniform Building Code, subject to the following conditions: . for each artihor size !,stec Table No. Vl. After the hole is drilled, it must 1. The allowable shear and tension values do not exceed those set be clearej of all cuttings. Ti tie ancnor is set by installing the expansion shell forth in Tables Nos. I through VII. and then driving the cone expander with a setting tool. A special setting 2. The minimum spacing, edge and end distances conform to re- tool is provided with each anchor size. When the cone expander is driven quiremerrts set forth in the tables. dowr into the anchor,the legs of the shell expand. The allowable shear and 3. Allowable loads for anchors subjected to combined shear and tension loads are as set forth in Table No. VI. tension forcer are determinbd by the ratio of the actual shear to G. ITW Ramset/Red Head Steel Deck Insert:The steel deck insert is de- the allowable shear plus the ratio of the actual tension to the aI- signed to be placed in steel decking, before concrete is poured, where a lowable tension not exceeding 1.00. hanging fastener is desired. The anchor asseml* consists of two major 4. Anchors are not subject to vibratory or shock loads such as sup- parts. a headed stud and a coupling, both of cold-rolled steel meeting the ports for reciprocating engines or crane rails unless adequacy minimum requirements of AISI C- 1010-1010. The coupling is assembled is determined by tests with results approved by the local building to the stud and is internally threaded to receive a threaded rod. A spring official. clip assembly locks the steel deck insert in place. 5. The allowaLle values indicated in the tables are maximum val- The anchors are installed in a hole drilled through the steel deck and are ties and thet are not to be increased for wind or seismic Dads. placed before concrete is poured. The hole must be drilled in the center 6. Expansion -jnchors (other than self-drilling tynP, shall be in- of the flute or rib. Spacing of the anchors along the rib or flute shall be a stalled in ►poles predrilled with acarbide-tipped masonry drill minimum of 19 inches on center. The insert is pushed through the hole manufactured within the range of the maximum and minimum drill tip dimension of ANSI Standard B-94.12-1977 for the allow- such that the spring clip expands on the underside of the deck and locks the insert firmly in place. The deck must be a minimum No.22 gauge,steel able values set forth in this report. deck institute Type W deck with 1'/2-inch-high flutes and minimum 3-inch This report is subject to re-examination in one year. 16 1 M SN' 72 :\\'[.Nt I! l�- 18 PO I of 4 LEGIBILITY ST C .: .. STRIP h O + 2 3 4. 5 10 12 13 14 1'5 1'7 I�p 1�9 210 21 22 2�3 2i 4 2i 5 2�e 2'7 2'e e 2'9 I 1 I 01 � HUK r : a 03 oZ 1 f. . .� a , I Lrdmrff FRAMES T n ! t c R 4 r„�! ( r (` TV �”! !� n~ Load Capacity and Deflection FRAME CAPACiTIE5 cold-formed steel design mar After determining clearance between shelves ana selecting total required ca- W pacity for frame; Read vertically from maximum shelf spacing to point where 22/4 capacity shown equals or exceeds re- 70 quired total frame load. - _ LBF354 UFJRiuH l FRAME FEATURL: 60 - 9� Z There are absolutely no dead spots along - -. - - °< ° full height of the column, permitting beam h - - - - �- - o a 0 g p 9 - , placement freedom. Each column has a - - foot plate pre-punched for lagging to the 8 -1 as 12998 o o floor. Z LM30/TS -t - 50 399 0 12 54 777 0 14 o 40 60 999 018 MAXIMUM. RIGIDITY AND STRENGTH � _sit 62 713 019 The placement of the bracing is calcu- W - _ - 0 995+024 lated to rneet individual upright section a3074 ='74 017 requirements. The horizontal and dia o- U. 78 121 384 0130 re q g 82 �, 121 033 333 nal bracing, (1 1 /2 x 1 114), are inserted � LM20 4 _ 90 ,;ems 040 and mig welded directly to the columns. 94 1467 044 96 1,374 046 Cr-,! IlNnr �A!'T()P �F ^AccT� _ _ 98 4.285 041 ---7- 102 .1117 051 The factor is based on minimum yield 10 - 106 3.962 055 110 3.818 060 point of 1 .92, which conforms to stan- _ _ 114 3.635 063 dards of the American Iron &Steel Institute - 120 3.280 067 (AISI) and Rack Manufacturers Institute °° 50 60 70 ao 90 loo 1 2:�i5 0 i3 (RMI). 40 BEAM SPACING IN INCHES 1 2480 o n 1 2278 080 1 1.941 087 1 1 673 093 COLUMN SECTIONS ►.{:��, :� i ri r STANDARD 6 3 2�r - 3 i 3 LBC30 LBC3 LM 15 LM20, LM30 BP_15 BP-20 BP-30 z j z SEISMIC - 42 i 011 29 ,; 13.601 46 10 455 0 13 31 ;r 12A18 1 Ski 3 ` 50 o 618 0 15 34 11,425 54 9 406 0 18 36 d 10.579 60 - 015 022 30 9,521 C -62 7 757 023 40 9214 i C 66 7 28 7 027 42 8,665 3 70 6 870 030 45 8.161 74 a 499 033 47 7,719 T8166 0 37 49 7,324 82_ B65 041 51 6,966 LM 15 LM20, LM30 BPS•15 BPS-20, BPS-30 98 40 343 0 45 54 6,642 `_' 343 049 56 ' 6.347 94 '. 0 52 58 6A77 __96 ' 053 59 5950 9S 4,68054 6u A29 r Z ► 14 .r -1103 r �"` 1012 , . . , OV 62 ..600 106 7 59 65 5,399 110 061 67 169 1 114_ 1376 063 69 ,all 120 . 046 067 ; 4 3 126 763 0 70 76 5. 3. 132 518 0 73 79 3 ' 138 303 0 77 82 3 144 115 080 9t �Alr 156 803 087 92 2 LM20 15 & LM30 1S LM20 20 LM30. 20, LM30130 SAP-20 SBP 30168 554 :' 7215 C IT I�,� il..:, 1tllf lf1w1ill,� 11�101H lii'��I(i�llli��lllllllil�lll Illi�+114 IIII 011 11111111"II�II.I Illllllll IIII IIII IIlI ILII Illi Illi lll� I!il IIII 1111111ii ifll ifil III-! II LEGIBILITY STRIP o I 4 .� II I I I I I l i I I i i I 1 I I i I I 1 I p m r�.1 Cm 1 O I I 12 13 14 18 17 18 19 20 21 22 23 24 25 28 2 9 2 81 ( I CI HON! 0 iOZ 1.� � t °Z , i,y i I i t na� a MI � I y OWNER APPLICATIONS s ' .,, 4 . .. R.. it •S I'( � , �,. moo For Your Other Specialized Racking Needs . CAT 0 LMT 107 ■ H1 THE MATERIAL HANDLING INSTITUTE,INC Wrsa & L -shelf MEMBER COMPANY Stgrage. ` • • Svstems • • ' !2 &/ ■ nm � RACK MFG ;NSTITU T E DISTRIBUTED BY LODI METAL TECH, INC. P 0 Box 967 213 S Kelly St Lodi Caiifornia 95241 Tel 12091 334-2500 Fax (209) 334-1259 Write or call for a free catalog on any of the other systems or materials Lodi Metal Tech offers the material handling industry Ask about Lodi Metal Tech's Quick Ship Program 10100 S\V "12 , 1 \1 'I lMT 15M f%91' 13- 18 CAT # LMT 108 P(i of 4" wAXF>MV!?.y.F 4tl�MtdBY.,p�,•A�j, CMA.:GII:+i1�W='i r�n++1.....,., ..� , r.�e :S�IRr. •- LEGIBILITY STRIP - - e 7 8 9 10 1 1 12 13 14 is 117 18 19 20 2i 22 23 24 25 26 27 26 29 3 OI E3 tr HONE OToz r. VF �t. ACCESSORIES SK'1_11 N L L For use with any Load Support Beam ROW S P.::;E P Four 7/16" x 1" bolts with nuts included with each row spacer. Frame part No Wt Cap 2'8 Depth Standard 30 Sc 30 85 970 4 Spacing Part No. Wt. y 36 SC 36 100 800 0 4" RS-4 1.0 4„ 40 SC 40 1 1 0 715 6" RS-6 1.3 44 SC 44 120 650 8" RS-8 1.7 48 SC 48 13 0 590 10" RS-10 2.0 60 SC 60 17 0 470 12" RS-12 2.3 18" RS-18 3.1 rUrT•e part No Wt Cap Q o 24" RS-24 4.0 7, / 1 kepth 0 36" RS-36 6.0 48" RS-48 8.0 Heavy Duty 30 SCH 30 115 3350 60" RS-60 10.0 36 SCH 36 135 2720 % Q 72" RS-72 12.0 40 SCH 40 150 2420 0 00 44 SCH 44 170 2180 0 4" 48 SCH 48 180 1980 60 SCH 60 225 1560 0 For use with any Load Support "�2•' Beam to prevent drum from rolling Base of cradle fits over top of support FORK CLEARANCE beam. Can be used singly or In pairs BAR Frame part No. wt Use with any Load 2"� Depth Shipping Weight each 3 lbs Support Beam. 30'' FCB-30 5 0 36'' FCB-36 6.0 40" FCB-40 70 2112" 44" FCB-44 7 5 48' FCB-48 80 60" FCB 60 100 Two 7/16" x 1" bats with nuts included with each. 0 Wall to Column Part No Wt CROSSBARS 0 Face Without Flanges Should only 4" Wt -4 1 8be used in 6" Wt -6 21 3" outer support 8" Wt -8 24 positions 10" Wt -10 27 12" Wt -12 30 With Flange, Depth Depth of Purl r 4u 10 Cap of fart No Wt (✓rip COLUMN PPOTECTOR Frame Frame -� Standard Use with beams having 'a" Step 30 CBF .30 3 5 465 30 CB 30 30 465 36 CBF 36 4 2 375 36 CB 36 36 375 40 CBF 40 4 6 335 40 CB 40 40 335 44 CBF 44 50 280 44CB 44 45 280 (; 48 CBF 48 5 5 230 48 C8 48 50 230 _ t - titodei ►Aelghr Wt 60 CBF 60 68 140 60 CB 60 63 140 CF' 24 24 14 Heavy Duty Use with beams having 1',.1.. step 30 C'+"11' 30 4 7 1340 30 CBH 30 4 0 1340 A 36 C r- 36 56 1080 36 CBH 36 50 1080 Q 40 r 62 955 40 CBH 40 5 5 955 44 C 44 68 860 44 CBH 44 60 860 48 Cbe4 48 7 4 780 48 CBH 48 6 7 780 60 CBHF 60 86 615 60 (-,BH 60 84 615 1 c•I tut S 72 AVVN't'V I'o 4, . ..... . .-._..w.____•__,___._.._..._..__---___._ ..�.........._._.... _ -.._.. .._... .. ... .._._ ._.. ..71F .MYWIIGYMI/ .. 'X''ua.: w ' .M J Js•r lel. i ,..rnaxu.•..o _. .. -..aw+trw..;..c.'. rvL.: .^;.r:"tie .,.,.tF ..�ys lr�,u .. Cm III � ' i �.i iii ! i i ;II !I ! Ii Ilii Till IIIA IIII Illi IIII IIII II{i till; LEGIBILITY STRIP Ipm0m1 2 3 4 5 8 1 10 ' 3 is 2 � 22 2�3 l 2l 4 i 2�5 I' 2' �6 I 2�7 I 2�S I 2i g I 3I OI2 ii � 17 ie Ig 20 . � t ( 011 HONI Q 1 O wT 1 for Uniformly Distr,buted load load Support Beams longer tan 168 or of Special Capacity are available upon request C.cign of beams conforms with American Iron and Steel Institute light gage ual Safety Factor is 1 65 based on steel with minimum yield strength of 45.000 pounds per square inch Deflection limited to 1/180 of span ISE - PIECE CL.JSEL oLovij 6" BRACKET STANDARD 2 . 2', 6" BRACKET STANDARD ' - _ 2'.' r 3'' 4 41/1 41,2 316'2„ 3- 1 LBF404 LBF454 LBF453 LB020 LB030 , LB035 , Q c �� <a �aQ 1c Qa 0 � c �a oa 4 a; UZi' U"' nw U W = Q Oa U� rS Q 0c V'nZZ 09 c 12.3130��- 2�� 14.818 007 31 TTS 318 b09�-�6 42 558 0 16 20 _ 0,050 0.10 723 8.198 009 25 11.242 0.09 32 13 529 008 34 15,812 0.08 39 46 3 249 0 19 21 5.524 0.12 25 7.486 0 11 27 10343 0.11 34 12.441 0 10 3r_. 14.547 0.10 41 50 2.989 022 22 5,082 0.14 26 6:887 0 13 28 9,577 0.13 36 1 1 525 0 1 1 32. 13,469 0.11 44 54 2.768 026 24 4,706 0.17 28 6.377 0.15 30 8.619- 0.16 39 10.312 0 14 41 12,122 0.14 49 60 2.491 0 K 25 4,235 0.21 31 5:739 0 18 33 8.341 0.17 40 10 038 0 15 43 11,731 0.15 50 62 2 410 034 26 4,099 0.22 31 5.554 0 19 34 7,835 019 43 9 430 0 17 45 11,E 0.17 53 66 2.154 037 27 3,850 0.25 33 5,217 022 36 7.388 021 45 8 891 0 19 48 10,391 0.19 56 70 1915 039 29 3,630 0.28 35 4 919 025 37 1.1 6.988 0.24 47 8 410 021 50 F9432 ,829 0.21 59 74 1 713 041 30 3,434 0.32 36 4,653 028 39 46 6,630 0.27 49 7 979 024 53 . 5 0.24 61 78 1.542 043 31 3.258 0.35 38 4,415 031 41 AP 6348 0.29 52 1 590 0 26 55 ,8700,26 64 82 1395 046 33 3,099 0.39 40 4,199 034 43 6,013 0.32 54 ' 7.231 029 5757 0.29 67 86 1.268 048 34 2,955 0.43 41 4,004 0.37 45 5,746 0.35 56 6 915 032 60 8,082 0.32 70 90 1 158 050 35 -2,824 0.47 43 3.826 041 46 5,501 0.39 58 .. 6621 0 35 62 7,738 0.35 73 94 1.062 052 36 ''2.703 0.51 44 3.663 0.44 48 55 5.387 0.40 59 it1 6 483 036 63 7_,577_49 0.36 74 96 1 018 053 37 2,644 0.53 45 3.587 046 49 �r b.777 042 SCl 6.350 038 65 7A22 038 76 98 2,597 0,54 46 3.514 048 50 58 "5A70 0.45 63 6 101 041 6,' 7,131 6(1 4 87C 0 4 - 78 102 2.342 0.67 48 3.376 052 52 0 65 5 811 0 44 6r, 6,862 0.44 81 106 2.168 0.59 49 3.248 057 54 62 4.701 0.53 67 5 658 0 4,' 7 6.612 0.47 84 110 a 2.014 0.61 51`' 3 130 061 55 64 4,536 0.57 69 5451, 051 14 6.380 0.51 87 114 1,875 0.63 53 2 923 063 57 _..._�-__.__. .__ 5 186 056 78 OA61 0.57 -_ -41. 120 -__�__ .__ ._ 68 4309 0.63 13 - - - 2 638 067 60 1 4 104 069 76 4 9.39 0 62 81 5.773 0.62 95 126 2,392 010 r 3.173 073 79 1 715 068 8` 5.510 0.68 100 132 2.180 0 13 65 3.452 0 7? 83 41)1(,) 0 75 8t 5.271 0.75 104 1381.994 077 68 3.170 080 86 1,)54 080 9,- 4,964 0.80 108 144 4 1.832 080 11 2.701 0 87 93 3 625 087 9t 4.?30 0.87 117 156 2.329 093 99 .a 3 125 0 93 1 re 3.647 0.93 168 T\I+In - Pl r-( "' .�, UbEr) t:Alvl;) 8'' BRACKET STANDARD ' BRACKET STANDARD r 21W - �- 2'�"; 2�r' - 2'!4" - 2i._ _ ' 3 4 5 LBC40 LBC45 LBC50 LBC55 , LBC55ALBC60A r cc a 22 �'' ;{, O a O Ute► u G? uyy }C 4Ig 2 009 31 16583 008 19,523 0.07 22 028 006 36 2656: 006 40 35.806 006 52 7Wi65 0.05 55 ' 011 33 15 141 010 35 17,625 009 37 20 934 008 41 2.4.252 .07 43 32 692 0 C'1 7 � �1 56 1. ,257 Q.07 59 , 013 36 13 9;0 0 1 1 38 16,,390 0.10 40 19 259 0 09 44 22.312 0.08 4630,077 008 60 34.271 ca o6 63 YJ 015 38 12 898 0 13 40 15.164 012 43 11 833 0 10 47 20 A59 0.10 49 27849 0 10 65 31,738 0.09 68 54 0.18 42 11 tk* 0 16 44 13.666 0.15 47 16,050 0 13 51 18.593 0.12 54 25 064 0 12 71 28,564 011 73 60 .�_..�.�_.. �_ _ __ - --_ 0.2'0 43 1 1 233 Oil 46 13225 016 48 15532 C 14 53 17.993 0,13 55 ;>4?-5` 0 13 73 27b42 0.12 77 62 0.22 45 0553 020 48 12.424 0 16 51 14 591 016 56 16.903 lr 15 59 22 785 0 15 7 7 25,967 0.13 81 66 025 46 J 950 022 51 11.714 0.20 54 1,1757 0 18 59 15.937 0.16 62 21.483 0 16 81 24A63 0.15 86 70 0.20 so 4 412 025 53 11,081 0:22 56 13 013 020 61 ISM 0118 65 20 322 0 18 86 23.160 0.17 90 74 0.3152 6 929 028 56 ` 10,512 0.25 _59 12 346 022 14,302 0.20 68 '9 280 020 90 ,,,,.21,972 _0.19 94 78 034 _ 56_. 8 494 030 58 10.000 027 62 11 744 024 13AM _0,2? I_. 18339 022 94 20.900 0-21 036 57 8 O9c 034 61 9,534 030 68 11 197 027 70 12.972 0.25 74 7 486 025 98 19.928 0.23 103 011 60 r .�39 0 3 7 6,3 111 0.33 67 10 700 029 73 12.395 027 77 6 109 027 102 19A43 0.25 108 045 62 '4C 040 66 ,723 036 70 10 244 032 76 11,668 0.29 80 1 99P. 030 107 18232 0.27 112 '256 0 42 67 13 1 0.31 71 10 031 033 77 11,6?1 0.31 81 1 665 031 lop 17,85?_ . 0.29 114 9f1 0410 64 ' 107 044 69 7 0 J9 73 9 826 035 79 11384 032 63 `. 345 032 1 17A88 0.30 111 98 0.53 61 6 828 041 71 MW 042 75 9 441 037 82 jhllij0.937 0.35 66 .1 743 035 1 1, 16AM 0.32 121 02 0.67 69 6 570 0 51 74 4' 1,735 046 78 9 085 040 85 FMW4 037 89 4 187 038 119 16,168 0.35 1'16 r 0,01 71 5 332 0 56 76 7A54 0.49 81 8 754 043 88 10.142 0.40 92 '3 671 040 123 1„560 0.37 130 0.63 74 100 0 54 79 7,193 053 64 8 44' 047 9C 9.786 0.43 95 '3 192 043 128 15D34 040 134 i4 067 71 '>8cJr4 065 83 6JW 0.58 66 8025 0 52 05 9.297 O 46 06 25,32 048 134 1426'1 0.45 141 070 61 3'6 0 70 86 6" 064 92 7 643 057 99 61!64 Obi 104 1935 0 53 140 13,E 0.49 148 013 65 .1 M 0 73 vo 6212 0 71 96 7 295 063 103 SA51 058 109 1 393 05.8 14: 12.964 054 151 077 M 4 481 0 n 94 5,91012 077 !Ola A .8 0 t8 109 8,084 0.64 114 0 897 064 !53 i 12A19 0.59 161 0.80 92 4 116 .090 98 SA20 Q80 104 5 587 0 75 1 t? T.717 O.bp 116 044.3 069 159 11,90'! 0.54 161 _ov 350' C 87 k 4,619 067 112 1 15 0 87 121 " 7.151_._.-_081._.__.-127 640 68; 172 10.966_ __0.75____ 181 .._ 093 106 3 023 0 93 3,^82 093 12C ( 5 2'2 ^91 ?• A.W 093 137, 9 848 003 184 10.201 0.87 194 ., 4 C j ' 1 LEGIBILITY STRIP � 0 I 2 3 a 5 � '� � � 10 I I 12 13 14 � 16 17 18 19 20 21 22 23 24 � ^F � � IOmm.l cm 25 25 27 2e 29 3 � �1 11 III ' 41 oz "" 0 I 1 � I e r c + ' l r � ,fir .•...... •....,m, � � � 4, � • p -R k cw Y$t s . ... 40 it Y rriz AMAJa .. _ N 0-10lip FTI Ow dr M ' • � rte` �1 �� , � '1 � --�•' 41 i �u i 1 : LEGIBILITY Sc 71- TRIP o � 2 3 4 5 6 � g 1 •�--. 9 O I 1 12 13 14 16 17 1F8 1r9 20 21 22 23 24 25 26 27 28 29 30 at HOW • toe oz I�.l.�raa � I1 III ,iu r i I PAILLET The LMT design represents the most proven, up-to-date °o concept in a boltless, easy to assembl D, durable stor- age racking system. You will see that precision parts o are manufactured to provide ease in assembly, LMT o pallet rack has the capabilities to quickly handle \ 'log g changes to meet your needs today, as well as a wide / o 0 range of applications for tomorrows storage. A A ° A A A A A ° ° g° ti FRAMES oQ 0 0 000 og o I I 09 0 00 1041 CTA nlfl A �� r-NI !TV D A r-V I Ilk A 1 C I !. rT.,,� ° 0 00 0 o A go ° 0 40 The basic systems of modular pallet racking for o A o0 all regular storage applications, with strength ° ° ' o \ ° 0° 0 •0 0 00 and safety at realistic costs. a o as o 00 0 00g o 000 0 o ao EDIUM-DUTY RACK LM20 Uprig1 hi ° 009 0 / 009 The popular range of pallet racking in seismic ° o 00 A ,,l% og areas. A Jo JJ • HEAVY-DUTY RACK A._M30 Unria. ht A Q Features 3 square columns. A rack system for o ov the heavier loads and the high rise, high cube ,J 1 application. d 0 ~ `. \' C JAI • �� If?Ct"� �1! r1r+:° f"1 A �^!/ 1`,- !' -c-_.;— - r r _,. .,! \ ` Ji Tn I� , ese uprights are offered on application Q 0 J1 only. The uprights offer additional strengths , I where impact properties or greater load 0 requirements are needed. Subject to inquiry. 0 BEAMS SECTIONS BRACKETS . POLLED FORMED BEAM BRACKET FEATURES -� - The LBF series is our most cost effective beam with depths from • The three stud connector has an 31 /2 to 41 %2 This beam can span up to 168 for standard and attached safety lock for a safe medium pallet loads. and reliable connection to the upright frame. . • CLOSED _„ ��n 'W • While most manufacturers only use BE two studs in their design, LMT 6 3 Stud Bracket P,)e LBC series is our highest capacity beam with depths from beam bracket is one of the most 3 to b This beam can span up to 168 for standard and heavy efficient designs on the market pallet loads. EANI STANDARD BRACKETS j The LBO series is for lightweight pallet loadsand hand-'loading 3 stud connection with automatic This beam can span up to 144 with depths from 2 to 3 1 '2 snap lock High stability and effec- hve load distribution to the upright frame • Z-BEAM • 4 stud bracket available as required The LBZ series is for hand-loading items. This beam can span on larger beams or when specified up to 120 and has depths from 2 to 3 . by LMT Rack Engineering Dept 8 4 Stud Bracket H-18 Cm . LEGIBILITY STRIP ,...,;111i►��t��i��!��►I►ilt �III�III► ��1a�� , flil��l�ttl,, . ; ,�I, , " 0 1 2 3 4 5 6 7 6 9 10 11 12 13 14 16 17 18 19 20 2`1 2�2 23 I 24 25 216 I 2I7 218 2�9 1 3G LV1 I 01 110NI 9V10 0 44 111111111 1 allillill ��,�.��. . ,�,. �� 1��.��.�.��.1.� ,.�.I.��.�.�.� �, (. ��,�.� �.l,�.f,�!„��.,a1��..�.�..�,�1�.1..�.�.�.. ► 11(I .� .I. I �� 11� G i v J y , I1p C 0 PORTLAND C ►u) ---- - - EXIT r291If INTERSTATE 5 Il � I 1 BU1`5)INE55 �'ARK II �'� � ILAKE 05WEGO\ EXIT 0290 To AL PACIFIC EIS Q CO RPO R.AT E ; I I �— �.-----� Q --4 � O�EGO N j CENTER 4 �c _L r �U 'dl ESS ~� PAS K I r-- 12 it,-2ND 7AVENUE ------- ____ CJ .�----- –Y _ © _ 9W 72ND AVENUE _ F P 1 �tRL ofU'NASI TrffN RR E 1 _ � J AVEN )E � ! 5�51NE55 49' _ n m ,� 1 ACTRUST pARK IIS ' -- -n— --A BUSINESS CENTER To -ac I Q VOR"� 111111 ,Of WTI 1117 Iff! 3W ,CV ,(7 11- 18 tit' 41 ' �✓ �1 1 r+"ay� �1 i i I I 1 1�R 1�I��1 !��}i��}��l i�� !I�i�1 I!,1� ��!�!I � +,.�. ��17�s�4tx1�.8`ulzi��dai�aa.�;..�.,,«....�...��,._� _,re.. ..n,.:�s..,cueiw�a�ur,�u+a:nrt�aw+a�tirv+; u.�;,,:�:...,,, iillll� � ' 1 I ' "�� 'IIf lililllllil {IIIIIit'IIIIIIIII Illllilll llllllllilllllli, 'EGIBILITY STRIP 0 I � I I ( I I 3 4 $ 6 �I 10 i I `? 4 16 c 2 I c c c 3 Z4 �$ 28 97 2e 1 1 Q) HON{ 0 1009 I IT, W� r i i I rot ,4h. 41 L j DOOR " N y .y. r t , DOOR f—" DOOR �K; -� , � 1 1• qty ad 00 poir adk)WOW, • + GAY�; .,,- NORLIFT OF OREGON .NC. 0 VEP IFONE GINCA E Ss`� DR; 'WN BY: DAVID MILLETTE as 0 EGON o � t21, r DA' _• 6 - 7 - 96 R S. � so.. , YPI°e— �3 . i1 SCS, .E: 1/4 = 1 SEP 101°96 ..� L 0DI METAL TACH. INC. 213 South Kelly Srje,.ct P. O.M)X 967 WIX CA d.5241 RACK ONLY li ;K ;o 111 i LEGiBILiTY STRIP ? a 5 5 7 8 9 10 1 1 12 13 Ia 6 17 i8 19 20 21 22 23 24 25 26 ' 27 28 29 30 ZI 1 1 b ytoe 1 8 � g $ MINI • 25X �J �.i.,.LIJ-1��l.,.l�;!i�i��J_I!.a�!!I�li.l�i�l III�Iililill�tlilli�Iili��l�!iIiI�III�I�I�lll�lllllilililil�lililll�lilllllililtlilllilil�(iI;i11i11� ��!lIi!i' til l oa -�Irli�u�lt. c_ i i Iwo O 0 NOTES RACK DESIGNED AND FABRICATED PER, VERIFONE DI�VIS ONFVI BUILSECD ION 2231 - SEISMICR [ONE 3 BRACKET ASSEMBLY MAXIMUM PERMISSABLE LOADING 2, A•N S.I. MH 16.1 - 1990 (RACK MANUFACTURERS 1 _ 4000tt MAXIMUM ? 3/4 INSTITUTE - SPONSOR) `- 96 TYP 1/8 r 7/8 LOAD PER LEVEL 3. CITY OF LOS ANGELES APPROVED FABRICATOR `_ _ LICENSE X01244,12000# MAXIMUM TOTAL LOAD PER BAY 4 WELDED PER AWS, D 1.3 BY WELDERS CERTIFIED I I II I�®II 1 1/2 PER AWS STANDARDS WITH, L.M.T, FULL TIME l-J 3 1/2 WARNING! A\-!S CERTIFIED WELDING INSPECTOR. I I o Thae capa4tttet are for undamaged rn�.tng 5 WELD \ 'IRE USED IS .045'DIA CERTIF IED BY CWB TO I I TYP aamuge reduce, Rack Capacity AWS A5.18 (ER70S-3) AND AwWS A5.17 (EM13K) Repair or replace damaged components. This rack tnatallatwn u de d and ® I O 1/8 /2-E �) sivne b RACKS SHALL BE INSTALLED WITH A coranuf ct to a4 ititutce with the MAXIMUM TOLERANCE FROM THE VERTICAL Rack Manufacturers /nshtute Specs, I985 ed OF 1 INCH IN 10 FEET MJF HEIGHT /BEAM SECTION 075 THK. - — - -- ---D ASTM A570 5R50 LOAD CAPACITY SIGN PERMANENTLY MOUNTED ON RACK RACKS SHALL NOT OBSTRUCT EXIT DORS, PATHS LBF354--096 50 sq. In. MINIMUM SIZE TO EXITS AND EXIT ILLUMINATIONS. LOAD PLAQUE GENERAL NOTES BEAM ASSEMBLY I LOCK -� O I 1 11/4 �+-- J I LENGTH SEE f I I FRAME ASSY 1 ,/2 I ® 6 2 17/32 I O SIN 1 1/4 LCROSS STAKE I I ST JD -J L SPRING VC1ROSS 5/8 -�- +---- 3 1/4 --.. .030^C1075 SPRING STEEL STAKE �- BRACKET 7 GA HARDENED TO RC44-48 14GA ASTM 4570 GR50 2 PLACES ASTM A570 GR36 STRUT & DIAGUNAL DETAIL._ BEAM BRACKET ASSEMBLY SPRING LOCK ASSEMBLY 3/16 1/2 .375 R I 19/32 DIA �2 ��3/16 • 2 3/4 — --- --+_ -I --- r- co � `� CD L � � I �, 2 HOLES 1 + +, _ I r YP.�_ 1 .015 DOS I .,QO + 000 T+ ,000 3 1/8 c^ .406-.000 .343-.000 - 625- ��0 .296-•005 245-.002 34 ~-� � --� `�, S] - _ ` COLUMN 2 REOD 192 LONG 1/2 —�- a DIa 1 DIA DIA DIA DIA DIA 1i8 I DIAGONAL 4 READ 58 LONG - -- STRUT 5 READ 40 LONG +.010 -�- 2 Yp \ 3/4 2 f � 4 344 125± 005 5 ./ -�-� -�-- . 192 - -� 1/4 REF - 7 188 - 005 ,06 - +- 1 + .030 i BASE I�- 44 156+- .005 �----- .562 •o 8.1 3 ❑ ❑ ❑ - T --- - 2 READ 688 3/16 1 1/2 ±.020 1 -vle —� I -- 5 >,�,SE 3/8 THK 436 MILD STEEL C1010 COLD HEAD QUALITY C1006 COLD HEAD QUALITY --�- .531 SQUARE -f 1/8 R 3'4 45 45 45 45 BASE PLATE TO COLUMN DETAIL BEAM BRACKET STUD BEAM SAFETY LOCK PIN TYP 192 FOR RACK MANUFACTURED BY LM20-192-44—BPS20 _ FR ETAL fECH ONLY _ LM201 14GA ASTM A570 GR50 3/ R� INE E�s� FRAME COLUMN DETAIL FRAME ASSEMBLY , o ° o ° e • o 1 t �t- • 4 1/4 2 1/4 MI)q 1 %/ 'Q �'OQEGON e ° EMBEDMENT / r- LOAD 6 NOM. / '° e ° S• SEP 101996 200010b 20001bs © 4K \ e 0 °1 ° U EXPIRES 114130 h\vf ANCHOR BOLT 1 1/2' DIA ITW RAMSET/REDHEAD -' IV�f, -'!5, 7-WeC, 0 C � � �M " _ " ® ® WEDGE ANCHOR PER I C.B.❑. 1372 — '�--- Tao ANCHORS REQUIRED PER. COLUMN CIDWIN W. i4W-50N 0"M ^ O#CCOON d0 CONCRETE SLAB STRENGTH , 2500 PSI ® 0 P S F PM.�1CR 3. r"ry Ric t 046*z�a r,� 9/9I/9°l_- CJ1l R�OR1Vb1 20001be 20001be 20001be 20001be I 4K ® SOIL BEARING '-000 LPDW#q W I.W-30N 9.G.C. 016"5 Cia 600/91 CA "NM ,4 ANCHOR DETAIL CERTIFICATION 192 60 1 20001b• 20001b• 20001be 20001bs !4X / A RELEASE PS-f I 09-10-1996 r~� BEAMS I UPRIGHT \`o/ ® i > N0. REVISION BY —DATE so L8F354-96 \:� �I/ © �) - NONCE - I 213 S. KELLY STRUT LM20- 1 9Z-44 � 101 METAL TECH INC. 2�04� M Yff21U �ERII+ONE ruo °°1MA "OT " " ERiF NE 1 �� ,lowo� la+ a "Westa 1 Sr ;fit»fJ1[tM e M Of T K I v l� S. W.11. 1 �� ATNUE c,.,,is�• p n4 Co~a �• ,•,�t, M rK ��a �, PALLET RAC K 99 c/c Y9 c/c 44 Ix PORTLAND ORTOD1. DC (C)`oPWITED 1995 1.�TRUCTURAL DETAIL�) _ 9722 - -- s.at �nwot Vqw.[ dwwl h• an aww�q M.ra sm ewe, 63 ILLUSTRATIVE RACK LAYOUT AND ELEVATIONS � � --- - � —� � - 1 ' r�oD. Appam"# 09-10-1996 BEAM & L " '� ASSE-MEL- Y �° •C ~ST 09-10-1996 LEGIBILITY STRIP T 2 3 4 g 9 10 1 1 12 13 14 le 17 19 20 21 22 23 24 25 26 27 2e f 1 11 O1 9 4 g b HONI SUI OZ 111:1.11.!i t�.L.l L.111_!.J i1J,1.1.1.11�1! 11-dad1�.1,11Ui I a_L 1 I x,1,1.111!11�1J..1-'I,.�i.11_LLl tl Ll 11�. LI I I I LI i I-I i I ,.!I I 11,11.1 I I I I1.1 h 1.1111 1 1:11 I ° �iILLLLI111LLlI.I_I,�tilllillilllll!J.LII-�.11.11LJIiLIIIIIL1.111�i-II1�11.I,l.11.i�,l-I�.II>,��1-I�.l'' . 1 ' • � Tf^'•^ 4 ww 'J o PROJECT 942? hlr Z7 /, /• — H AIZEA OF WORK SCALA' I'' - AC' C � I 1 = N I - ! t j I U10 moos • MXF -TIM T+.I tosom i 1�� .. •-----_ --.--_---•_-----__-� ___ . 1 _ _ t{i �..v►•.s w•�. :.'-T — �_,,� �_ — - �_.r_.. I 1+NIMs 11?"hVIR fi'.0 t►sMMm roHcr ! I i 12' '...�" ( I !I 0`14p,, e'o/ rW p!"tTE[ C" y ----+• ^IME! ( 1 r—r '�,ey 4 O G E,k wAr vfR11GK•JT�l.T IR S 11►CI I I ►��t OX" I ( I NRTM h/Av:A1s�A1�R/IrSNB FY7y Tf! vy wr.. �,. RE"rA6L A&MWpEow WAN' —1� vRl •? �6Tc 6X•' tfv!Re►'E�C!r ! s r r. I +�N'rtirC t.rJ•• .h.:s•r I r-- --w ! M► ,! !K MITM�y�rCy+v �'" '•� CARS. AS t= 'ED �•', ""-Act w'14r Id tCC�'.N'. . ( -x r-" j ' 1 yor INML R14/wu i I Vh , ( I f Cf,DB3 wE1,EER5 N.�'NEEf/ C, �1 ' li , � rrr►i �>nr�-t I ! � MMA r� 1 -W&9LN4M AT4O'GG ►I i t Iar� y 4iJ�'►C�'MfrN nZ MTRE IAT A'-0' I ---� i or wrrw r+!A'1RE AT 5•—�..� :�-- — — -_-` t2,' Coin rvft.o►F K%4"s ! �, �� Ij 126 T►�w al5 w*Ci OL" +�Rc ` � � II I REP JR %► +�—Vx i ( 11'':eE►�",'_ F ( KOM Au wM9M To OLDS. MCI,?vp i �M M�Jilt K1tr4 5U5FEN f _G NG _ �Q . ""�' r+�+�weuR+tr I DED_ GEILINv S�'A I ., «�.�.. `1CFrF t ! I r .W-4 L 1 rCT+yLUMQE"! ►/?! '�'-"��• I c E I+!'GvCC• CE E CSD! i. '+•1 ►ITC ��..-_ �{OCMAb►oa' L--LJ IAMP Iwo K+'EVEN ,' KFC %P!01000 r I I ! '{ ;� �. � IEaDV!QIC►'VM IIIA•----• ,�,� peaT�e urrcT I TYPICAL FALL 15ECTION � 74' ! IOf9 !_ .�� L 1`�—AI1fA:;i•','a .� 4''„l .14-T 1W-C+ �"�" I y5 I.l:�':�n•).► ! �E�'e+T 1'C/K AND I I' -, i j ` ! Ok+►Cf'atl 1 •• !!alb VWW!Y r 41 mr:[r-• -C-41 -0" _ '. I , �•,y •hry�, .. � W"''706T111► ( (I � w w t, DIFT174 Tic Its-m^ { r7+••,fe ';•'is +,•.. ..� t�,l � � . mak'r„ r I 11 I ' ►IEW WN5TRUCrVN be lit C I I �Ot1PLE?� '�ECE''Pt K"�E �) 4rw I�/l,EX d•.r- C) i rELErw0NE OWLET �-- �✓ ----- - _`_ - - -- - -� 2 v I rEACY "NAN FLUOR. F YT, � � r '27 ti - 2 . A IrLLICIP t~IY-.Wi #ZtI IC LrkSE ? I `SFr�r I I I r \ UJ06 _. C EXNAIIT Z tr' - I g GENERAL NOTES. `� "+C. E4TrANCE I. ALL WNSTnCTfON WM SHA.L 6E DOkIE IN 3rW �- ___._-•- ---- '0W,,,;ANCE MTM !it WEST MTON CX THE uoSFotm �, • ,/�' " DOLDIW XM. A4 N.rtNQEa 5Y THE STATE Of OUAIDu Aw kLL 0r14EP S',&TE OR LOC/+I_ CO." tEO UrREVEW5 THAI II 2. HE CON* k-rCt qKftL V'pry RLI, OIMENlSON'S *0 �TI C00r*"JNS 5HOWN ON OCAMNQS AhV AT THE MSTIN0 p,a . TION AND PQ W E �'L A N SUILO"NC ANC NOTIFY AP04TEC!'nr ANY D+ J$,ANCfr$ j .29 II t! - Prt►JR rJST�?tVT►tM„rK. 3. X0frRAC T0k SKkL kfrP-HE AJA of *M FM of 12/15t 94 • � - ....�•�------ —� , 5A4SA0E AND nE"Is Ok A :),ltiv eA,,as, IqCWOjW 01DCX 4cm. 5 ARIAS. 4 coNTRAcro+t 5+'Atl.+cFp TMf KOOr rtEE nd*►e M.E. WA&S. SOMWS)AT ALl TWO. 5. ALL 4 'MM$POW TO bf A M$ MIIJM OF S/SP Tmo • /. ! - Y 3 51TAL 9T1 'RL'IAh 24. O.C. ERTKb"1Nl Mt'D.C. 6, COVfR.ACTOR tO IRQ�'lrRtV PATCH kl PW t�A#rRIKt)* CE I � - ►Jr dA FD1t WATEICTAtr Sfi4. 101 ........ FKC JECT -INFOfZMATION ALL OOM04Alf.XI-C!"v70,R I*-r d"COft I I R�c,'K-UTIEII; I - wo o urn yore ori nanc� && SkAu SUMNO OW T", j k�"AftE.TV WWW 5 clt�s�t!s AIw otH t • rrE� PAcr�c �.rr� - � 'P2J6I94 '1 it - ..__ - �__ �`� /` —+`�:-- �-• ..... .__. _ .�. ,G.,;. - — -L.- "- ,3r.,�ur. ....._ 1001M ND. OR 97"224 Wgrft Im K :MOND W& t 0K F�• I `,` / T p'Wi M540 WWL tO WWI Y W(TH U.!W. grAPOW& + / I ENAW: VE10FONE FiNANC't NC. IkSTALL LA PEX Cpm, .' �C Y• 9. putt ALL f)'l/�1411�T P40, '•10t1�1T A" NAmim evuw � 2 TD AANMMIE IKJtOR wilt, ..... ''► . s , 4L _ CGNBTkt1CT►ON v-N �, ��L<� y 1 A.• 161O41tiM "t.,'A\'I:NI'! — � `_ bE>�F'K11 +yJ11 r��fAZwf� !!E r T t3•I>S - - /�RE1�1: �l trAFYI"!w OWN ' T?ft?, LAT 0% P0 311 of a� • 936 5F OFF CV 14,530 5F TOTAL 'r• ftL cOMI )WA110K!" t' #V t10W. 4brb tV ro t0OMNATE W0, Oif ,p{Iw'r��.lti�fi":Vii.. � .fil:_,. •r .. .,� ,. ,.�i. ,.. ,, M rr,wr,.,.r.._.w+..—.w...:... . , : .__ _� .._.^,-,.•w•_ -...rte .—._., .-.�.,.— ' n' ,....rnr,.'n,:: ,.vWw.,,'..:Y . '....... .,.,.•_,,,,._. ...r.ra•..v:_w•w+,...nf:_rsM,.wFvaw.w.wl>+Mnwnr...ey.n ..r•,u. r r ... ..:, .. . mf,rMNMlltl1 �MI•IIM'M Mn'MA6FlS.: IC l,l.--. .:.,,•, '•+aw.;`I Idfil I'l+ivl .r,,, � ». „ II r+••• - .,.� ;i:•, ,uavu314d;fi:rrure nu.��.lbisaWl«uuuawYulr I)IAa4kOtilia,. � .-- r„w�l*"w�"".., . �I' i � 91 w 11 IIIIII r rjkkdi'fVo t Ittil! �` IdIIII,MIitp,lYlftiftt'.�ilVilllYEl, pVj' LEGIBiLIt' STRIP 2 3 a S g f' , I Ia 13 14 210 21 22 23 24 2'5 2E 27 26 29 30 ZI I I O1 ` 10 C Myil 1Cf>r • �� .� 1. .. � ! m , , r, rd , I � �(!. ,� a .. '.: t, tl:%' l ....., ,re:v ,. . 7r..,. _..., :,.z. _,„;.. l •li .:::.�...:.r.... ...r.V.. ,., ..,. •,.�WR,yf.� pp"r'�A�.��I��,r�..7.,l.N..�.. i 1�k..,., 9 �.'ham�,.W"... .: ,..:, :. ...,:. .,. t . ., .. ._... A' r r......1k.,, ,, . _., : ' I , . r i , _. .v. .,. . .e.,..... r ,..;,,..:r' ,'...... : , m- , L r ( .� ., w d .,. �. ....Y,. I I ,:.. -o.. I ,. ..nl, n•YI: ,. ,- .. . :,.� .. . ., . . �._.x :,. ., :., Il . : .k. i I � 1 . . „II. _ � _ r, �:. ja l , I I . .41 R:,I, „ ., ,_ ,- . .a. r t >• r ,,:.,w � >w.•. I� ,, ,_. ,t, .n,.t, . � __, ^,.�: �iJ I, u: ',,a � 4 i ��t �: � ._ .i � II: : s,. . ., I, I :h : f, :, 7 ,�. 11 � u<az � �. ,u r F ti r :,, , �. ,,. ��n„ ,� u, _. • ;.a�«a�d � �. 1 , ,: .: S.. ,.. I. . .. d ..: Iti .,.,. I ... d. :.9.•r :., I r i l i. ,:,,.,, . :..:..,., f rl .,:. , �'.,i � � 9� d r'.� •d �-� �'+ :�, I ll F;Y,-,,.. 17. �. .-1�.'�P ,.,.{.� i 1 I � 1 1 v� I I . 1 I • cr II III � � t�-•e 1 12"/ I •dG :5"/ . 14�X6_ TYP. OF (7) ♦..,� ._ • c I ^ W + BT-100066L1 �A_�PAK - 0 - ? 4 ", HTJ '"-AT-:1G in cn Z z i� �_=� +..• Ili N 3 O •6"/ a �.� r . _ III Lerizo rr ,, rr I � f 1 1-� f '� ._ :. •_' �7 1 �,l�.i I_7 r1 J t'� r1 l� 11�. %� � I I _ III CITY OFT . Approved.... 1'Conditionally Approved ...... ...... ............. .For only the work s descnb I�r-FRMIT NO.102 L6S . Sae IPtte-to'Fo1io�ti ............. ............ ...... .. -. job AdV { 1 16•� I By: I � � '`ENTF_R GRAV� ?'r' 14 G TYP. OF (B) ` C 0RNE-- R NEIGHT DE= TAIL j �Nr1 ,�soo,�, �t ECAL.E: NONE 1 .... b�STI; 1: (n Z O I �. :,SO 1 W (U cD ►II QE . LL , Z Q - eY. _ O __J(] o a LIJ T-1 c0 > z � � o � A F= L._. 00R PLAN — HVACW CD (� SCALE: 1 /8 " 1 ' --O " W � o No o I- W IT I N ;jROJECT NO . Lt-11 LEGIBILITY STRIP _ 2 3 A 5 g 7 g g 10 11 12 13 14 6 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Z 1 1 1 01 L �, NOt1 i 9 1 0d a1��1.i.i.lul.l�1.1_�L�1,',.IIS 111diIIIihid IIIT1IIII1111 11111)[11TI1!111111II I I, IIll IIII►ItIII1III I11[1711Ill III IILl11.11111,1.11iIIIIILi .I,Io[li.�d, IIli IIII I IIIIiIiLIIIL��.I,,.LLI-1.11�1.11►1�J J�.J�.!.�J�L��JIli.11.lil.!,1jl�f,�Il�0a r W J r ,N r 1 1 —~ I � I � r_ - --- LJ ML7 2M D AV F 11-1 E I I UrrE [300MD� 0 K F\\ K I E 6 0 N [3 U 5 I EC,� 5 i 5UILDI1%\IG I � '� HAM [ACAFFED r--- /A\' f�' IH 0 111 - 40 . .:a+MW4r1u�aI�W1'c�.adflew.u:lw : Mj�4X riC LEGIBILITY STRIP o 2 3 5 •N ,I dNt PI(lyi n-x,lNYit4l,w !I tom`�S.1.!o'I:j1;i.( ' I 1111111I T1{!fllfl11H11 ll`IIl lillfilllllilllll llfl� l IQmm.l cm io i i i ? i3 la ie 7 a i ® 2' 2 22 23 2a 25 2726 2g 30i 4 I A A �'► I o flowl QV► ! f ! � I I ! IlII lIII I O Iillllll�illfl !► lIIIlII , fl !l �� . �� . �. �a,.l,� .I ,.J ( I ! ( ! ( ► IlIiI � IIS � lII I I ! L► i ! I ! ! IalJii�► I ! ! ! I ! I I ! I ! I oz _ ..., . >nI� .�.-.J. L, i �J,I) Ill �lll.� l► lil.11J .!.) I IlIII �I � I � � l h, I-1 r , ( � � � ✓� �� I 2 3 45 6 7 8 9 (7A X_ r L F�, rV 1 � MINIMUM STATE STANDARD I�I,• �t �,� ,,I I 1 ' PARALLEL -DISABLED PERSON SINGLE-DISABLED PERSON I I I I I I I I I I PARKING SPACE PARKING SPACE D _ _ �I_ PROJECT 94280 pmw Km PAT. I I I I I I y. N.mO rp.r Tar i /,•1. wo..min tlajLsT to t TO"4um Z' Olq.a62o..O IN — V TO.M~ an� - 1 _ — var-nccEssleLE 1 OR20 68.D /'— PARKING WITH SLu y' D.M.Y. DISABLED =I OR20-6C �t= PERMIT ONLY. or IIM.O..IMA t.I..N =/r� OR20-6B YMI.O LIJN/A/p �/,Y pain" teci r/. �r�z� :—.r..... Stripes I I i 30' -,�• AREA OF WORK *"ITL ..cllwlo�.o �.• STALE 1" = 40' �- r"IttN I.cacNo 17 2' Typ. D — N 011120-6c2S, min. T W I C I I -z LJ Z 2 Il min. 1 24'min. ' = y U I I J)Z_3 N -j y0LO PAVEMENT STENCIL WHITE I PAVEMENT STENCIL WHITE BLUE BACKGROUND AND I I BLUE BACKGROUND AND BLUE PAINTED CURB OPTIONAL BLUE PAINTED CURB OPTIONAL - -- I It DATIW •f INWaN THRLADUT FLOOR AND(OR ROOF STRUCTURE PEIhmv CE1I I I I I I I STADILQER DAR 15ETWEEN "N5 i T PER'IMETEx A=40 1YI.0 rA9TENNe roMB tLPAIIR TKO WALL - - - - - - - - - - - — - - — - - - ADDITIONAL �4ANGERB AT ALL M&N S 9U9►E10EV CEINU ETEK TO I.WTCH 129f OF ROOM 123 APPPIJ ED•Erl CAWITHIN&*OF HE L 55'TMRUT AT 17 7 O.C.EA WAY RAm ns.e aasa� 0 r><YraL H[A>7Et WOMEN WITH n WAY LATEVAl DRACINO FIC V THE MAIN REtiOvC OdOR9 AND►R/v.KB I I I RUNNER TO THE 5'RUCTURE OVER. $EtRN WITHIN 8'•0' CV OF THE PERIMETER 6 7•FROM A Cr,059 MENDER �'R Ro RrPLAC9 L A9 MAPE3 Vr DATT NEIL IN ATTENWATx N wAU S RE►lAC�S HARLMw'A1E 1NTH LEVERS REMOVE EXISTINO TOLE15 AND `J WMALL rIC.TOI ET5 MID ORAD C� a NEW OUTLET FOR SAM AS fIDUITIV TENANT WVA WNGHWE I-- - REPLACE FLOOR COYMNO AS 114 LOCATION TO D. QUIrEt7 O 510'►fTL STUDS 0 24.OL 116 1 1, 1 1 1 5,r err.DRa DOTH Sm i* BREAK 122 MEN I MIT"LINE OF 9T LID c� 113 _ I �� 0 NEW LwN�NEW I CXO RIMb,0EKS%WEEN ` ah Y III I I NEW CADINET I I I OPEN OFFICE 9UPPCTcT WITNERS H 112 WIPE AT 4'•O-U eg WA OR WITH 010'MRE AT 5'-0"O C lv a LCOUYTERSLOPE HANGERS IF MORE NE*^ 125 II 126 TK,%N I*OUT of PLUW10 1 I I i �CC (R)20A ORCWTS I I WAREHOUSE 1 ,SECUR;ALL R N EXSTTA KTKp FO - a �7RUC7URE ORA 7RA.PEZE FOR 122 I"EXLS w ELM RICA. DUCT. ND 0 PPE WO 3 V7 DATT NEIL IN ATTEM1A1kJN WALL$ 5U5PENDED CEILING 5KACING RL TYr• `� 130 117 t20 CAARPETEArO`i'D'T'� EXISTINe CARPET II I12 NOTE: ALL CONNECTION DEVICES TO DE UDC N.T4 �- 109 I I I I ►TALL v T WwN Irl c Aro PAP OFFICE 115 116 (2)Y>�I'I ELrtES I I APPROVED TYPE AND HAVE 1000 CAPACITY FINWH I'LOOE•T0►OF hfJD 0!.LATCH DOORS MEN WOMEN cAgrMCAEX - r CAJSPETAND TYPICAL INIAL AL � INSTALL VCT NEW NEW NEW o x8NO 6440 CT I I 119 _ - 6't4'0KATs SCALE I" = I'-0" )� 9 OyEG I►Ni 24"o 24'—' a 4 DDoopORgo WNTO1 108 aAr.F. I LL OFFICE 124 �0 Vv I I I E BOARD CLEANING L EG E N D REkM EXtSTINO CARPET NEW 6'X T FRAME AND I I INSTALL YCT nXt PAI?0f SOLO CORE DROP CEILM � I10 DXOWST FAH(N IE FOR DOOR& FINISH W N OPEN OFFICE p MR CHAHOE��4 ') To MATCH OOSTWO EXI5TING TO REMAIN p ----7 u : rRCVVF(T)Y0 AMP pRCIT 6 :/ p[ 1 126 1 t: NEW CONSTRUCTION W Q1 107 ' DUPLEX RECEPTACLE (EJ)N Ntry vvI "x 0 'n z OFFICEE j� TELEPHONE OUTLET O L_-L )li�zLIA •. i E f 2 x 4 STEADY 13URN FLUOR. FIXT, LLO '��'�l� L� "` 2 x 4 FLUOR. FIXT,W/ ACRYLIC LEN5E w �'z 127 EXHAUST VENT Z to d OFFICE ion �'' GENEFAL NOT E5 o ° OFFICE TKAWM EX / r� H.C. ENTRANCE - -/-- 1, ALL CONSTRUCTION WORK SHALL BE DONE IN STRICT COMPLIANCE WITH THE LATEST EDITION OF THE UNIFORM BUILDING CODE, AS AMENDED Bl' THE STATE OF OREGON AND ALL OTHER STATE OR LOCAL CODE REQUIREMENTS THAI APPLY \\J 2. THE CONTRACTOR SHALL VERIFY ALL DIMEN51ON5 AND CONDITIONS 5HOWN ON MAWIN65 AND AT THE EXISTING REVISION5 102 pA�T I T 10 N AMP f 0 W E� FLAN �; BUILDING AND NOTIFY AFZO-IITECT OF ANY DISCREPANCIES OPEN OFFICE f,-' f PRIOR TO 5TARTIN(3 THE WORK. 3, CONTRACTOR SHALL KEEP THE AREA OF WORK FREE OF I. 12115/194 OFFICE 1 811 = II_011 GARBAGE AND DEBRIS ON A ONLY DA51S, INCLUDING DOCK 0 o ACCESS AREAS. 4. CONTRACTOR SHALL KEEP THE ROOF FREE OF OE13R15 (I.E. NAILS, SCREWS) AT ALL TIMES. 103 5. ALL GYPSUM BOARD TO DE A MINIMUM OF 5/8" THICK VERTICALLY ATTACHED TO 3 5/8" METAL STUDS 7.4" O.C. WITH r' TYPE 5-12 5CREW9 12"O.C. 6. CONTRACTOR TO PROPERLY PATCH ALL ROOF PENETRATIONS 129 F(' VATERTIGIiT SEAL. 10� CONF, 1�0 J E CT I N FD M AT I D N 7. ALL DOORS 5HALL BE 3' 0" x 7' 0"x 13/4" SOLID COPE ��.. OFFICE WOOD UNLESS NOTED OTHERWISE, DOOR HARDWARE SHALL 04 DE SCHLAGE OMIT 5ERIE9 BUTTv CL05ERS AND 01HER DATE: 12:/8/94 OFFICE 101 BUILDING OWNER: PACIFIC KEALTY ASSOCIATES L.P. IIARDWARE TO MATCH EX15TING REC/WNTINt3 15115 S.W. SEQUOIA PKWY #200 e. ACOUSTICAL CEILING 6e51EM5: PORTLAND, OR 97224 9U9PEN5ION 5Y6TEM TO BE EXPOSED METAL T-BAR. FREFIN15HED WHITE. TO COMPLY WITH U.54. STANDARDS. C� - -- - - — –— –– – --– TENANT: VERIFONE FINANCE, INC. INSTALL LATE:RfIL BRACNG PER CODE. .'. DUCT ALL EXHAUST FANS, MOUNT AJ30YE SUSPENLIEO CEILING OCCUPANCY: D-2 TO MINIMIZE W)TOR NOISE. CONSTRUCTION: t�'1�J 10. PROVIDE LABEL FOR EN:HCIRCUIT AT PANEL FOR 1_l DENTIFICATION PURPOSES. THERMOSTAT LOCATIOWEi TO BE REVIEWED BY OWNER PR'KJR TO INST,NV. TION. Ihl(NI`N 7,"' A\1 NI I r7FLOOR AREA: 8,938 5F• OFFICE N. TELECOMM1.14CATION 51(STEM BY TENANT. CONTRACTOR TO 14,550 5f' TOTAL COORDINATE WORK. � .. I'I� d I tN •!: I Cm LEGIBILITY STRIP O 1 ?_ 3 4 5 6 7 Qmm.I cm 8 6 10 11 Ik 13 114 18 17 18 119 20 21 212 213 24 25 26 27 28 29 30 Z Q I I.�I. 01 > "0'" r 108 I _ 'I„�1,i1,i, ,� LLQ.LTJ.Ll�ll.lI�111�.1�11J.�.1�.1�J�.��►L.L�1�.L�1,�1��►,I.�I�J.�L�•l�Oz _ r.NM+IMI1�IMi"y" lMM91'' ' "�' „M.+ wws+wry.Ir..�r/�oa.,�.w•PKr •r0.wr�,.., ..,.w.,,"....,.:•„a-. »•« . ,r._, .,..., _...... _......_.. 40 C_ } • I I I I I l i IL T 1 7, ILI of i o PKOJECT 94280 E E E I I I I I I U W S U I I I I 1 /rS�^ N 1 A I Wto Z 1 Z N Q I I I LL! Z r� —� N I I I I I E E E I I I I I I I LEj Lij E it-'' I I � � 11 i 11 1 )•1G. o� n 11 II 1 5 • �/i E E E I I „ REtLOuUu��tIIE�Dc'fIMES / .Q 11 ,I I ❑ I 1 II I I 11 I I I I I II 1 J� 1 11 —7i li 11II -711 I / 11 11 I I IQ I v too Lf: n 1• :1 � � I � 1 � I (n � � I; L _ 1 1 I L_ n 1' LL I I " E E 11 , 11 , w11 1' KJ N 11 ,, EL } 11 1 —-—— E E E r,11 I —4�—4— LL Oc — 11 r% _ - — I - -- -1 Lu 2�z to Q)II ,, 1 1 < Lij LU 1 - I 1' 1' 1' zz IZEV1510 N5 REFLECTED CEILING PLAN `1 I �1 ,•. I/VII C II-oU 1 ' 1 I' II �. ••JI •�1 1 11 1 1 ,1=---11 11 11 II �' 11 1, 1 ' 111 11 1, 1 111 I, f Ilf. 11 11 11 II 1 11 1, tl 11 DATE: 12/ /94 I, 11 11 „ 11 „ 11 „ 11 „ 11 „ 11 I(IIMSIA :_ A 1 X11 1 li•I R PO J2 (it •!: It cm LE31BIL1?Y STRIP o 2 3 a 5 6 7 B 9 10 I I 12 13 14 16 117 18 19 20 ?1 22 23 24 25 26 217 2e 29 30 Omn:l tm zll I I I O1 I NONI 103 _ILL klk�lAlklaM. �� 11N4�JJ L �IL Oz ,,,,..••:1,+rgMIF.I`JI* - ,. '� v.'YlMNM. W1FNM� _..I.A' _,.L_. %. YIII.r44 r N9r: :...,. ... ... 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Q a a ❑ a ❑ a ao aa. m M cz O LLI O a CI a a -j co 00 m c'J, Q FJ- F m m 0 IJ- o lC a cv V M ao m ao � rn rn �i m rn � a ` rn m rn O M LO (r) in rn 4� Q c7 th M c") tD (L1 M M c5 Or A� W ry > o U a c � a Ln lL 9 E N a f� C O C a yy7 [] 3 V) t-- 'n G iv v a LL cr g n 3, C tS O j a a p j LL CL u O) N € n c � a m �' a a (n cn j ti LL � N o pn w ^+ r4 ago N Oi o tQp ri O $ O 1- h 0 C)00 tD L a m m d a m rrL a a0 Oa m m m m m m m m in m CL$ ) // / ?\ \ &f 3 Jm¥ '0 4 c 4)CD f¥ k z \kt § m § m § m $ f a k ® § ) min � A « ® \ 2 i iƒ i% § = o (D 0 lo )j � _o C) I / k 2 CD a $ § ± ± ƒ 7 U c o o n on� z m W 3 / § 3 / I I I ] \ @ ) — � � \ @ (D N : q v Q . § k A � � 2 & \ o M a E c ; § u ) E ƒ s / \ _ « \ L ) f 2 i a 5 / @ w m § 8 8 00 a f 2 Q j j j j j j j / \ V) ) 2 ) & 2 G $ G § I 7 2 « I k _ }\ L r— CD CD 6 2 § k 2 k § E \ ± / 7 � CY) £ U . § E ± 2 2 e W e o e o 0 { 0 @ — (nC U � � n $ § m $ § I $ .§ ® > j 2 Q � z 3 � / � / 2 / 2 LL) k m 0 2 k ) OL 4 CL 2CL k $ LL + 2 & § m § S @a $ G u § u § w j j - j / \ f K � 0k z 33 k § § $ § 2 2 \ N. § t § § \£ } § ( \ { :E CL D j \ � 00 o § 2 2 / 9 a$ / ± \ ƒ � � £ � r m e Cl a W A E / I E � 2 / Q (n E � CL $ � § > m � y \ / / § / � \ / B C � 7 C m r K \ m a \ 2 ) \ CL @ w n $ 0 r c / Cl) \ § b53 § w w w w w m 0 a k )o ° c) ± m c \\ )f {) { » m U,c m §) E7} ; % n S— m 2 7 CO 7 7 \ m = { \£ \ j / / \ § / { _ }k 00 I,*- C) E § \ \ \ } } \ � 6 ± c = _ » � � £ J W k § ) / \ / § / § \ m f� 2 E c co a ( k � \ Cl) \ j 00 / $ .� N : § 2 @ / 0 \ \ S = r \ \ V)E\) 5 \ ) § 2 % 6 J ± ! % % ) ® { § ) 7 ) m 7 2 \ j ) ) E & & 3 \ # § / to 9)) / ) 0) \ co a ) ) ) 0) ) % G w g ) ) m G Page No. 1 CASE HISTORY FOR CASE NO.: ELR97-0187 VERIFONE FINANACE INC 16100 SW 72ND AVE Unit: B-IB 11/20/98 Action Description Req/ Schd/ End/ Action Notes Disp By Update Upd Code Sent Done Done Date By -------------- ------------- -------- -------- -------- --------------------------------------- ---- --- -------- --- ELRA500 W Issue permit / / / / 07/07/97 PASS TAT 07/07/97 TAT ELRA800 Case finaled / / / / 01/20/08 PASS BRP 01/21/98 J"H ELRC001 Application Received 07/07/97 / / 07/07/97 07/07/97 TAT ELRC003 Permit Created 07/J7/97 / / 07/07/97 07/07/97 TAT ELRC725 Low Voltage Inspection / / / / 01/20/98 System operating okay, UL listed. PASS BRP 01/21/98 J*H ELRC799 Elect'l Final 07/07/97 / / 01/20/98 PASS BRP 01/21/98 J•H i Page Nc. I. CASE HISTORY FOR CASE NO.: BUP98-0103 PACIFIC REALii ASSOCIATES, I.P 16100 SW 72ND AVE UiA t: B-18 11/20/98 Action Description Req/ Schd/ End/ Action Notes Disp By Update Upd Code Sent Done Done Date By BUPCO05 Application received / / / / 03/03/98 OTC DEB 03/03/98 CTR BUPC008 Permit created / / / / 03/03/98 DONE DEB 03/03/95 CTR BUPCOIO Check for prcl. restrict. / / / / 03/03/98 DONE DEB 03/03/98 CTR SUPCO24 Place Approved by CPE / / / / 03/03/98 APPR RDP 03/03/98 CTR BUPCO26 Approved Plans routed to DSTs / / / / 03/03/98 DONE RDP 03/0j/98 CTR BUPC070 HOLO FOR (Note in Action Memo) / / / / 07/31/98 E-MAIL TO TOM/HAP/CHUCK/JEAN, NO 07/31/98 JT INSPECTIONS FOR FPS OR ELC HOLDING C/O. JEANNE T. SUPCO75 Hold Release to Issued 'tatus ! / / / 10/30/98 Tom doing FI and Chuck doing ELC RELS HAP 10/30/98 DGW 10-30-98. Return to active....OK to issue other permits.. ..hap BUPC09U (F) Ready- Lo issue / / / / 03/03/98 Issue PUP96-0515 with Lhis onel PASS .TSD 03/03/98 CTR BUPC100 (F) Issue permit / / / / 03/03/99 PASS JSD 03/03/98 CTR RUPC705 Foot/Found Insp 03/03/98 / / 10/30/98 handicap ramp completed per plans PASS TLP 10/30/98 TLP finaled at original completiom data.. SUPC740 Framing Insp / / / / 03/25/98 PASS TLP 03/25/98 J-H BUPC760 Gyp Board Insp / / / / 03/26/98 PASS TLP 10/30/98 TLP BUPC802 Final Inspection / / / / 00/22/98 PASS TLP 07/31/98 JT BUPC950 (F) Issue Cert. of Occupancy / / / / 06/22/98 11/20/98 JT i Page NQ. 1 CASE HISTORY FOR CASE NO.: BUP96-0515 PACIFIC REALTY ASSOCIATES, LP 16100 SW 72ND AVE Unit: B-18 11/20/98 Action Description Req/ Schd/ End/ Action Notes Disp By Update Upd Code Sent Done Done Date By BUPC007 Application received / / i / 09/18/96 RECD JD 09/20/96 BON BUPO008 Permit created / / / / 09/20/96 PEND B 09/20/96 BON PUPC015 Plans routed to Plans Examiner / / / / 09/20/96 PEND B 09/20/96 BON BUPCO18 Plan Review Ltr. to Ofc. Svcs. / / / / 10/21/96 JHF 10/21/96 JHF BUPCO20 Revised Plans Received / / / / 11/01/96 JHF 11/01/96,JHF BUPCO24 Plans Approved/Routed to DSTs / / / / 11/01/96 APPR JHF 11/01/96 JHF BUPC090 (F) Ready to issue / / / / 11/04/96 Need COT or METRO for B & B PASS JDA 01/21/97 JDA Installations, Inc. (this is how they are listed with CCB). Fa.ced Verifine (Korey) a copy of Business Tax application to give to B & B as I had called them and LM on AM for them to call me with no response re METRO or COT Business Tax. BUPC100 (F) issue permit / / / / 03/03/98 PASS JSD 03/03/98 CTR BUPC802 Final inspection / / / / 04/13/98 PASS TLP n4/13/98 J*H BUPC960 Case Finaled / / / / 04/13/98 PASS TLP 04/13/98 J*H Page No. i CASE HISTORY FOR CASE NO.: ELC98-0104 PACIFIC REALTY ASSOCIATES, LP 16100 SW 72ND AVE Unit: B-18 11/20/98 Action Description Req/ Schd/ End/ Action Notes Disp By Update Upd Code Sent Done Done Date By ------ --------------------------- ------ - -- --- -------- ---------------- ---------------- ----- ---- --- -------- --- ELCC001 Application received / / / / 03/03/98 RECD GEO 03/03/98 GEO ELCC003 Permit created / / / / 03/03/98 DONE GEO 03/03/98 GEO ELCC500 (F)Issue permit / / / / 03/03/98 PASS GEO 03/03/98 GEO ELCC700 Ceiling Cover / / / / 04/09/98 PASS BRP 04/12/98 J*H ELCC725 Underground Cover / / / / 03/23/98 PVC conduit underground. PASS BRP 03/23/98 B*P ELCC799 Elect'l Final 03/03/98 / / 04/27/98 Line voltage 118, final pass. PASS BRP 04/29/98 DOW Identify all circuits at panel schedule. ELCC800 Case Finaled / / / / 04/29/98 PASS HRP 04/29/98 DOW CC L7 + F— J CA Z. LL. J Page Nc. 1 CASE HISTORY FOR CASE NO.: ELR98-0078 VERIFONn FINANCE 16100 SW 72ND AVE Unit: B-18 11/20/98 Action Description Req/ Schd/ 'and/ Action Notes Disp By Update Upd Code Sent Done Done Date By ------- ------------------------ ----- ---—--- -------- —------ ------------------•-------------------- ---- --- -------- --- £LRC001 Application Received / / / / 03/17/98 RECD GEO 03/17/98 DST ELRC003 Permit Created / / / / 03/17/98 DONE (1EO 03/17/98 DST FLRC500 (F) Issue permit / / / / 03/17/98 PASS GED 03/17/98 DST ELRC725 Low Voltage Inspection 03/17/98 / / 03/17/98 03/17/98 DST ELRC799 Elect'l Final 03/17/99 / / 10/30/98 PASS CD 10/30/98 CD ELRC800 Case finaled / / / / 11/02/9F PASS CD 11/02/98 J+H ELRC920 Miscellaneous action / / / / 07/31/98 left message for network solutions to FAIL CD 07/31/98 CD call re: where work was performed. ELRC920 Miscellaneous action / / / / 08/03/98 left written notice on site for verifone FAIL CD 08/03/98 CD to reschedule for final inspection. CC N N F-- J W r. C.9 lil J Page NO. 1 CASE HISTORY FOR CASE NO.: BUP98-0110 PACIFIC REALTY ASSOCIATES, LP 16100 SW 72ND AVE Unit: B-18 11/20/98 Action Description Req/ Schd/ End/ Action Notes Disp By Update Upd Code Sent Done Done Date By BUPC005 Application received / / / / 03/05/98 RECD BON 03/06/98 GEO BUPC008 Permit created / / / / 03/06/98 DONE GEO 03/06/98 GEO BUPC012 Plane routed to Plans Examiner / / / / 03/C,,98 PASS GEO 03/06/98 GEO BTJPCO26 Approved Plane routed to DST& / / / / 03/09/98 APPR RDP 03/09/98 RDP BUPCO29 DST Post Review Completed / / / / 03/10/98 DONE B 03/10/98 BON BUPC090 (F) Ready to issue ; / / / 03/10/98 PASS B 03/10/98 BON BUPC100 (F) Issue permit / / / / 01/11/98 DONE DLH 03/11/98 DLH BUPC783 Sprinkler Rough-In 03/09/98 / / 06/22/98 PASS TLP 10/29/98 TLP BUPC784 Sprinkler Final 03/09/98 / / 06/22/96 PASS TLP 10/29/98 TLP BUPC960 Case Finaled / / / / 10/30/98 PASS TLP 10/30/98 J-H Page Nb. 1 CASE HISTORY FOR, CASE NO.: ELC98-0675 PACIFIC REALTY ASSOCIATES, LP 16100 SW 72ND AVE Unit: B-18 11/20/98 Action Descripticn Req/ Schd/ End/ Action Notes Disp By Update Upd Code Sent Done Done Date By ------- -------•---------- ----------- -------- -------- -------- ------- ---------------------------- -- ---- --- -------- --- ELCCn01 Applicaticn received / / / / 11/09/98 RECD DEB 11/09/98 DRA ELCC003 Permit created / / / / 11/09/98 DONE DEB 11/09/9,: gyp" ELCC500 (F)Issue permit / / / / 11/09/98 DONE DEB 11/09/98 DRA ELCC799 Elect'l Final / / / / 11/10/98 2- cir. for vac unite. PASS CD 11/10/98 CD ELCC800 Case Finaled / / / / 11/30/98 PASS CD 11/12/98 J•H d Cx H V1 F— 0O �4 CD W .J a a CITY OF TIGA.RD BUILDING INSPECTION DIVISION 24-Hour Inspeiction Line: 639-4175 Business Phone: 6394171 Date Requested: /� A.M. P.M. MST: Location: � 'Inn 13UP: Tenant:_ Suite:. Didg: _^ WC:_ Contractor:` Phone: _ PLM: Owner: Phone: _ ELC: ELR: _ Srl': BUILDING BLDG(con's) PLUMBING MECHANICAI, ELECTRICAL SITE Site Post/Beam Post/Beam Post/Beam Cover/Service Sewer/Storm Footing Roof Undl'1/Slob Rough-In Ceiiing Water Line Slab Framing Top Out Gas line Rough-In UG Sprinkler Foundation Insulation Sewer Ifood/Duct Reconnect Vault Bsmt Damp Ihywnll Stonn Furnace Temp Service MISC. Masonry Ceiling Rain Thain A/C UG Slab ~hear/Sheath Firc Spklr/Alm Crawl/I otutd Ih I Icat Pump �I ciW tom` L C-- 2 �h Approved Approved Approved oved Approved Appr/Sdwlk Not Approved Not Approved Not Approved oved Not Approved FINAL FINAL FINAL INA FINAL 75 J - - O Cali for reinsleinspection fee of S _ leyuired h0bre next ins action n 1 noble to inylxct Inspector _—� iAile _ -_� C� (F 1`it t of Lam CITY OF TIGAR.D BUILDING INSPECTION DIVISION 24-Hour Inspection Line: 639-4175 Business Phone: 639-4171 Date Requested: ( E- -- A.M. P.M. _ *ART: Location:_— f 106 ~I 2N_A,V 2 _ BUP: Tenant: A Ir I Q�h Q _ _ Suite:_ Bldg: MCC: Contractor: Phone: PLM: Owner: v Phone: `-- ELC: — d 1.0 ELR: SIT: BUILDING Y BLDG(con't) PLUMBING MECHANICAL ELECTRICA SITE Site Post/Beam PusUBeam Post/Beam over.ervice Sewer/Stone Footing Roof UwIFUSlab Rough-hi Ceiling Water Line Slab Framing op Out Gas Line Rough-In UG Sprinkler Foundation Insulation Sewer Ilood/Duct Reconnect Vault Bsmt Damp Drywall Storm Furnace Temp Service MISC. Masonry Ceiling Rain Thain A/C UG Slab Shcar/Sheath Fire Spklr/Alm Crawl/Found Ih I feat Pump I ow Volt Approved Approved Approved Approved Approved Appr/Sdwlk Not Approved Not Approved Not Approved pmtzjZTwoved Not App:oved FINAL FINAL FINAL FINAL FINAL LO J _ _ 0 Call for reinspection Reinspection fee of S _required before next inspection O I Inable to inspect Inspector:_ -----_ -- Date:_ -- — Page_— of CITY OF TIGARD BUILDIN•u INSPECTION DIVISION 24-Hour Inspection Line: 6394175 Business Phone: 6394171 , -7:;2- --ne-5'C /+-t Date Requested: -- A.M. P.M. MST: Location: f lV I G� �,� B1 Tenant:_ V /�r�� _ Suite:_ Bldg: Contractor: &f)'14 Phone: PLM: Owner: _ -Phone: _ ELC: - -3LiA ELR: BUILDING DG on't) PLUMBING MECHANICAL ELECTRICAL SITE Site os Seam Post/Beam Post/Beam Cover/Service Scwcr/Stonn Footing Roof Undl-1/Slab Rough-In Ceiling Water Line Slab Framing Top Out Gas bine Rough-In UG Sprinkler Foundation Insulation Sewer Iiood/Duct Reconnect Vault Bsmt Damp Drywall Stonn Furnace Temp Service MISC. Masonry Ceiling Rain Drain A/C UG Slab Shcar/Sheath I., Crawl/Found lir Ileat hung Low Volt Approve Approved Approved Approved Approved Appr/Sdwlk roved Not Approved Not Approved Not Approved Not Approved A FINAL FINAL FINAL FINAL --- --�'" �S � S�_--��'---�Lc •�� Gam/�/V�E"E•,/'�__-- -- un ti J Uri I7 Fall for reinspection 17 Reinspection fee of S required before next inspection O IJnnble to inspect Inspector __ — .__-------___-- — Date:_ Page of CITY OF TIGARD DEVELOPMENT SERVICES ELECTRICAL PERMIT - 13125 SW Hall Blvd., Tigard,OR 97223 (503)639-4171 RESTRICTED ENERGY PERMIT #: ELR98-0078 DATE ISSUED: 03/17/98 PARCEL: 25113AA-00500 SITE ADDRESS. . . : 1E,100 SW 72 AVE SUBDIVISION. . . . :ROSEWOOD ACRE TRACTS 7.0N I NG: I-L BLOCK. . . . . . . . . . . L0T. . . . . . . . . . . . . :000 JURISDICTN: TIG Pr,o J ect Description : Installation of data telecommunication system for an existing commercial tenant occpy. ------------------------------------------------------------------------------------- A. RESIDENTIAL-._.------- P. COMMERCIAI_--_.------------------•---.______________..-- AUDIO R STEREO. . . : AUDIO R STEREO. . : INTERCOM & PAGING. . : BURGLAR AL(4RM. . . . : BOILER. . . . . . . . . . : LANDSCAPE/IRRIGHT. . : GARAGE OPENER. . . . . CLOCK. . . . . . . . . . . . MEDICAL.. . . . . . . . . . . . . HVAC. . . . . . . . . . . . . . DATA/TELE COMM. . : X NURSE CALLS. . . . . . . . . VACUUM SYSTEM. . . . : FIRE ALARM. . . . . . : OUTDOOR L.ANDSC LITE: OTHER: . . HVAC. . . . . . . . . . . . . PROTECTIVE SIGNAL_. . . INSTRUMENTATTON. : OTHER. . : . . TOTAL # OF SYSTEMS: 1 Owner: --------------------------------------------------------- FEES ------- -___--- -- VERIFONE FINANCE type amol_tnt by date recpt 16100 SW 72 PRMT E 40. 00 GEO 03/17/98 98-304182. TIGARD OR 97224 SPCT $ 2. 00 GED 03/17/98 98-304182 Phone #: Contractor: ---- ___._-___--_--.- --.---._._-------------------------__.___________.----._-._-. NETWORK SOL.UTI0NS, INC. $ 42. 00 TOTAL 1820 SW. VERMONT SUITE J ------ REQUIRED INSPECTIONS -------- r-'ORTLAND OR 97219 Low Voltage Insp �._�•�_._ Phone #: 244-7244 Elect' 1 Final Reg #. . : 00102/+This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of Ore. Specialty Codes and all other appltrable laws. All work will be done in accordance with approved plans. This permit will expire if work is not started within IBB days of issuance, or if work is suspended for more than 180 days. ATTENTION: Oreg�. law requires you to follow rule adopted by the Oregon Lltility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-8080. You may obtain copies of these rules or direct Muestions to,OIINC (503)246-1987. - Issttedb �� Permittee Signati.tre ------OWNER INSTALLATION ONi<Y--___ _____.__.__.___..___._.__._..._...--.--._._._. The installation is being made on property I own which is not intended for- Sale, orsale, lease, or rent. OWNER' S SIGNATURE: DATE: --------------••---------C0NTRACT0R INSTAL.LAT 10h1 ONLY- ----------------------------_.. ! I GNATURE OF SUPR. EL_EC' N: _ r�/_ _ DATE: 1_ ICENSE NO: ++++++++++++++++++++++++++++++++4•++++++++a•�-++++++++++++++44+++-t+++++++++++ 44-4 +++ Call 639-4175 by 7:00 P. M. for an inspection needed the next be_tsiness day ++++++++++++++++++++++++++++++++++++4++++++++++++++++++++++++++++++++++++++++++1- CITY OF TIGARD RESTRICTED ENERGY ELECTRICAL APPLICATION Recd by. 13125 SW HALL BLVD Date Rec'd:_ TIGARG'VOR 97223 PRINT OR TYPEr V-'503-639-4171 X304 Permit#: FG/� y45—00 ��' F- 503-684-7297 INCOMPLETE OR ILLEGIBLE APPLICATIONS Cust.Call'd: WILL "JOT BE ACCEPTED Name of Development Froject -- TYPE OF WORK INVOLVED - RESIDENTIAL ONLY Restricted Energy Fee........................................ $40.00 (FOR ALL SYSTEMS) JOB Street Address Ste i! �� >% ?2 Check Type of Work Involved: ADDRESS `} Ciry/StateZi # ❑ Audio and Stereo Systems l, A Name ❑ Burglar Alarm ❑ Garage Door Opener- OWNER Maihnq Address City/State Zip Phone# ❑ Heating,Ventilation and Air Conditioning System' Vacuum Systems- Name <,,�� ❑ Other --` "IeAL CONTRACTOR MailingAdd, s _ l TYPE OF WORK INVOLVED -COMMERCIAL ONLY (Prior to issuance a /St tPhgne Fee for each system.............................................. $40.00 copy of all licenses 7 L (SEE OAR 918-260-260) are required if Oiegon,Con r. rd Ljc.# 1 Exp.Dale expired in C O.T. 7•j Check Type of Work Involved. data base). Electrical Co tr. Lic.# Exp. D to y _ k L ❑ Audio and Stereo Systems OIT or etro I ic_� Exp Date r _ D ❑ Boiler Controls Owner's Name Clock Systems OWNER - Mailing Address APPLICANTData Telecommunication Installation City/State Zip Phone# ❑ Fire Alarm Installation This permit is issued under OAE 918-320-370 This applicant agrees to ❑ HVAC make only restricted energy installations(100 volt amps or less)under this permit and to do the following: ❑ Instrumentation 1. Only use electrical licensed persons to do installations where required. Certain residential and other transactions are exempt from licensing ❑ Intercom and Paging Systems These have asterisks('). All others need licensing; Landscape Irrigation Control' 2. Call for inspections when Installation under this permit are ready for inspection at 503-6394176; ❑ Medical 3 Purchase separate permits for all installations that are not ready for an Nurse Calls inspection when the inspector is out to Inspect under this permit; a ❑ 4. Assume responsibility for assuring that all corrections required by the Outdoor Landscape Lighting* N inspector are done,and; ❑ Protective Signaling 5 Assume responsibility for calling for a final inspection when all of the ❑ �^ corrections are completed. Other J Permits are non-transferable and non-refundable and expire if work Is not started within 180 days of Issuance or if work is suspended for 180 days. Numoer of Systems LLIJ The person signing for this permit must be the applicant or a person No IIcelleea are required. Licenses are required for all other Installations authorized to bind the applicant. — �� FEES: �'�/'�� E✓� � �� ENTER FEES $-- (- — Signature — 5%SURCHARGE(.05 X TOTAL ABOVE) $ <� Authority if other than Applicant TOTAL $_ i\dsts.resele doc 7!97 0 CITY OF TIGARD BUILDING F1ERly1IT • DEVELOPMENT SERVICES PIERM11' #. . . . . . . : BUP'96-0110 13125 SW Hall Blvd.,Tigard,OR 97223 (503)639-4171 DATE ISSUED: 03/11/98 SITE ADDRESS. . . 1.6100 SW 7E_-.. AVE 1"')-- I�) P'ARCEI : 2S I 13AC)-00500 SURD I V 15 1 ON. . . . : ROSEWOOD ACRE 'TRACTS Z01\11 N07: 1—L. BLOCK. . . . . . . . . . LOT. . . . . . . . . . . . . .OOA J U R I SD I CTI ON:-1-1 G REISSUE: FLOOR AREAS----------- EXTFRJOR WALL CONSTRUCTION— CLASS OF WORK. ��) FIRST. . . . : 0 sf N S E: W- [_YPIE OF USE. . . .C 0 M SECOND. . . : 0 s f PROTECT OPEN Ilq(3S'?---------- iYPIE OF CONST. : N . . . . 0 sf N: S: E: W: OCCUPANCY GRP,. :13 TOTAL_-----: 0 sf ROOF CONST: FIRE RET? : OCCUPIANCY LOAD: 0 BASEMENT. : 0 sf AREA SEF'. RATED: GTOR. : 0 HT: 0 ft GARAGE. . . 0 sf OCCU SEP,. RATED: DSMT? • MEZZ? : REDD REQUIRE FLt OOR LOAD. . . . 0 psf LEFT. 0 f RGHT: 0 -Ft F I R SPIKL:Y S11OK DET. DWELLING UNITS: 0 FRNI : 0 ft REAR: 0 ft FIR A L R lyl: Hr\IDICP, ACC- BEDRMS: 0 TIATHS: 0 11YIP, SURFACE: 0 PRO CORR: PIARKING: 0 VALUE. $ : 4800 lRe in Ar-k s Installation of a wet fire sprinkler system to an existing commercial bldg. Owner-: ------------------------------------------- --------- FEES ---------------- F,PCIFIC REALTY ASSOCIATES, LP- type amoi-krit by date t-e c T.i t 15115 SW SEQUOIA PARKWAY P'RMT $ 50. 50 BON 03/05/98 98-303849 VIGARD OR 97224 `:,PCT $ . 53 BON 03/05/138 98--1303849 FIRE $ 20. 20 BON 03/05/98 98-303849 l::1hone #: FIRESTOI-` CO 9384 SW TIGARD ST TiGARD OR 97223 -------------------- --------------- Phone #: 6221-6140 $ 73. 213 TO-1-AL Reg #. . : 000638 ------- REQUIRED INSPIECTIONS This permit is issued subject to the regulations contained in the Sprinkler Rotigh— Tigard Municipal Code, State of Ore. Specialty Codes and all other Sprinkler Final applicable laws. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION: Oreton law requires you to follow the rules adopted by the Oregnn Utility Notification Cent,r. Those rules are set forth in DAR 952-0014010 through OAR 952-0101987. you many obtain a copy of these rules or direct questions to WC hy calling (503)246-1987. Permittee Signatl.lt-e Issi.ted By : ....................................f-+4..............4-+-1-++++4............. Call 639-4175 by 7:00 p. m. for- An inspection needed the next bl.ksiness day .+++++++++++++• ................4-4....................4-+4-++4..................... Fire Protection Permit Application Plan Che17 CITY OF TIGARD Commercial or Residential Recd By,9" r� 13125 SW HALL BLVD. Date Recd i TIGARD, OR 97223 Print or Type Date to P.E. 3- I (503) 639-4171, x. 304 Incomplete or illegible applications will not be accepted Date to DST " Permit Called Job Name of Development/Project 1 Type of System (Complete A or B as applicable) REQ�u �u4 I►-I�St ��.� _. Address AddressI�� J Z No �� A.) Sprinkler Wet Igo Dry Name (� Standpipes 1 R-�'f12.yS S -- Owner Mailing Address Hazard Group IS1IS S►J Sc-kvol A P4w Y2UU Additional �� l Cigf/State ZipPhone Information Density Name \ / _ Design Area _ YL )t11–uPlkf 1SDV Occupant Mailing Address K. Factor City/State zip Phone A.1) Sprinkler Project Valuation $ Contractor Name B.) Fire Alarm (Sprinkler or p '(Z-1Tb p C'p Alarm Company) Mailing AddressSubmittal Shall Include Battery Caic,tlations YES C]Prior to permit q3 Y,4 )6 A,""X J, issuance,a CitylState Zip Phone Individual Component Y LS V copy Cut Sheets _ of all licenses Ti L,6 k U (,R -t23 1,L 0 -6)4 u 13.1) Fire Alarm Project Valuation $ are rer i,id if State Const. Cont Board Lic.# Exp. Date ___ expired in COT �� Z p Project Valuation Subtotal (A &or B) $, a database (1y)6 Name r� Permit fee based on valuating. p _ TO I-F,l ROM a M ISN __ see chart on back) � �� J v Architect Mailing Address �i — 5"/a Surcharge $ -L-\� Sl 2.-4 1 c'y/State Zip Phone e 7 J FL S Plan Review 40/" of Permit �lZ 2L -lr3o to $ Describe work A.)New O Iddition Q Alteration O Repair O -,` -'-- TOTAL to be done: B) Modification to sprink!er heads only: — -=---- 1 1-10 heads=No plans required Plans required Submit three sets of plans, inclv5ing a vicinity n ao and 2 1 1+=Plan review required the location of?he nearest hydrant. I her-!by acknowledge that I have read this application,that the information given is _ Number of sprinkler heads correct that I am the owner or authorized agent of the onner,and that plans submitted - --- are in cc.mpliance with Opagon Stye laws Additional Description of Work I nature of Owner/ArUent Date A.)In Existing Building New Building ❑ e K, G Building Contact Ferson Name Phone Data B.) Commercial Ci Residential ❑ FOR OFFICE USE ONLY: r: No of stories I — Plat# Map/TL#: LL Sq. Ft _ Motes Occupancy Classpe o Construction -�a14 s 7wrvp i:\tiresupr.doc CITY OF TIGARD _BUILDING PERMIT FEES TOTAL STATE BUILDING VALUATION OF PERMIT F.L.S. TAX PERMIT PROJECT FEES (40%) (5%) FEES 1-1500 25.00 10.06 1.25 36.25 1,501-1600 26.50 10.60 1.33 38.43 1,601-1,700 28.00 11.20 1.40 40.60 1,701-1,800 29.50 11.80 1.48 42.78 1,801-1,900 31.00 12.40 1.55 44.95 1,901-2,000 32.50 13.00 1.63 47.13 2,001-3,000 38.50 15.40 1.93 55.83 3,001-1,000 44.50 '7.f30 2.23 64.53 4,001-5,000 50.50 20.20 2.53 73.23 5,001-6,000 56.50 22.60 2.83 81.93 6,001-7000 62.50 25.00 3.13 90.63 7,001-8,000 68.50 27.40 3.43 99.33 8,001-9,000 74.50 29.80 3.73 108.03 9,001-10,000 80.50 32.20 4.03 116.73 10,001-11,000 86.50 34.60 4.33 125.43 11,001-12,000 92.50 37.00 4.63 134.13 12,001-13,000 98.50 39.40 4.93 142.83 13,001-14,000 104.50 41.80 5.23 151.53 14,001-15,000 110.50 44.20 5.53 160.23 15,001-16,000 116.50 46.60 5.83 168.93 16,001-17,000 122.50 49.00 6.13 '177.6? 17,001-18,000 128.50 51.40 6.43 186.33 18,001-19,000 134.50 53.80 6.73 195.73 19,001-20,000 140.50 56.20 7.03 203.73 20,001-21,000 146.50 58.60 7.33 212.43 21,001-22,000 152.50 61.00 7.63 221.13 22,001-23,000 15850 63.40 7.93 229.83 23,001-24,000 164.50 65.80 8.23 238.53 24,001-25,000 170.50 68.20 8.53 247.23 25,001-26,000 175.00 70.00 8.75 253.75 2.6,001-27,000 179.50 71.80 8.98 260.28 27,001-28,000 184.00 73.60 9.20 266.80 28,001-29,000 188.50 75.40 9.43 273 33 29,001-30,000 193.00 77.20 9.65 279.85 30.001-31,000 19750 79.00 9.88 286.38 31,001-32,000 20200 80.80 10.10 292.90 32,001-33,000 206.50 82.60 10.33 299.43 33 001-34,000 211.00 84.40 10.55 305.95 34,001-35,000 215.50 86.20 1078 312.48 35,001-36,000 220.00 88.00 11.00 319.00 36,001-37,000 224.50 89.80 1123 325.53 37,001-38,000 229.00 91.60 11.45 332.05 is firesupr.doc CIT' OF TIGARD ELECTRICAL PERMIT DEVELOPMENT SERVICES PERMIT #: ELC98-0675 DATE ISSUED: 11/09/98 13125 SW Hall Blvd., Tigard,OR 97223(503)639.4171 PARCEL: 2:,s1J.3AA---00500 S 17 E ADDRESS. . . : 16100 SW 72ND AVE #P-- 18 ZONING. I- L SUBDIVISION. . . . :ROSEWOOD PORE TRACTS JURISDICTION: TIG I BLOCK. . LOT. . . . . . . . . . . . . :00}, Pro.jecc Desr-ription : Installiation of 2 branch circuits. UNIT------ .___._ -TEMP SRVC/FEEDERS-- 1000 SF OR LESS. . . . : 0 0 - 200 amp. . . . . . . 0 PUMP/I RR I GAT T.ON. 0 EACH ADD' L 500SF. . . : 0 201 - 400 amp. . . . . . 0 SIGN/01)T 1 111,42- LTG. 0 401 - 600 amp. . . I . . . 0 SIGNAL/PANEL.... . . . . . . : 0 LIMITED ENERGY. . . . . : 0 ", 0 MINOR LABEL ( 10) . . . : 0 HANF. HM/ SVC/FDR. . : 0 601+amps-1000 INSPECTIONS-__._. SERVICE/FEEDER---- -----BRANCH CIRCUITS------ PER TNSPECTION. - 0 0 - 200 amp. . . . . . : IZI W/SERVICE OR FErDER: 0 2,01. - 142710 amp. . . . . . : 0 J.st W/o SRVC OR FDR. : I PIER HOUR. . . . . . . . . . . : 401 - 600 amp. . . . . . : 0 EA ADD' I.. BRNCH CIRC: I !N P[ ANT. . . . . . . . . 1 . : 0 601. - 1000 amp. . . . . : 0 -_-----.-----------PLAN REVIEW SECT I 1000.1- amp/volt. . . . . : 0 ) =4 RES UNITS. . . . . . . . : ) 600 VOLT NOMINAL. . : Reconnect only. . . . . : 0 SVC/FDR 225 AMPS— : CLASS AREA/SPEC OCC. : Owner- FEES type amount by date re(-pt 1'A[ Ir REALTY ASSOCIATES, L.P PRMT $ 40. 00 DEB 1I.1V19,198 98--310E,64 151t5 SW SEQUOIA PARKWAY .PCT $ 2. 00 DEB 1. 1/09/98 98-3!0664 TIGARD OR 97224 Phone #. Contractor: _.._______.___.___. ontractor: 00 TOTAL.ELECTRICAL CONTRACTORS 1.90t NE 134TVI PL REQUIRED INSPECTIONS f--,0RTl_..AND OR 97230 Ceiling Cover Elect' l Service 1-'hone #: 972-8243 Wall Cover 1. Final Reg ". . : 72343 This pevoit is issued subject to the regulations contained in the Tigard Municipal Code, State of Oregon Specialty Codes and all other applicable laws. All work will he done in accordance with approved plans. This perlit will expire if work is not started within 180 days 01 issuance, or if work is suspended for vore than 180 days. ATTENTION: Oregon law requires you to fallow the rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952401- througug, 952-001-1987. You say obtain a copy of these rules or direct que;tions to 0 UNC calling (503)246-1987. P e r m i t t e e S i q n A t i..t r e INSTALLATION -----------.___--------------OWNER at intended for The installation is being made an property I own which is n sale, lease, at- rent. DATE: OWNS.RIS SIGNATURE: cc -----------,-------------CONTRACTOR TNSTPLLf)T I(11\1 ONI-Y L` S'IGNATURE OF SUPR. ELEC' Ni DATE At �F LICENSE NO ++_�++4...............4................... .........4-+--++4.............1............... Call 6313-4175 by 7:041 P. m. for an insrertion needed the next business day ++ 4 .............................................f............................... CITY OF TIGARD Electrical Permit Application Plan Ch-- 13125 SW HALL BLVD. I(i�> Rec'd B TIGARD OR 97223 (}(i(� Date Recd Date to P.E. '- Phone (503)639-4171, x304 I l t Date to DST Print or Type I� Inspe�,Jon (503) 639-4175 Incomplete or illegible will not be accepted Permit a 7 Fax (503)684-7297 Called__ 1. Job Address: �J /� ,^ 4. Complete Fee Schedule Below: Name of Development l//f E c,,0oy ey-zS,N�'`-S Numb,ar of Inspections per permit allowed - Name(or name of business) /171�FO/� Service included Items Cost Sum Address,�� / t",_ /Ty6i 4a. Residential-per unit L7L� C�iQ y�p1y� Each adsq. t or less $110.00 4 City/S';ate/Zip _ Each additional 500 sq.ft.or Commercial Residential ❑ LiPortion thereof $25.00 1 / mitsd Energy $25.00 Each Manufd Home or Modular Dwelling Service or Feeder $68,00 2 2a. Contractor installation only: (Attach copy of all cu rent licenses) 4b.Services or FeQders Electrical Contractors Installation,alteration,or relocation Address- 200 amps or less $60.00 2 ,l 201 amps to 400 amps $80.00 _ 2 Citi - State Zip_ - 401 rmps to 600 amps _ _ $120.00 2 Phone No. __ '� _ 601 amps to 100(),nips __ $180.00 _ 2 Job No. Over 1000 amps or volts $340.00 2 - Elec.Cont. Lice. No. 7 Reconnect only $50.00 2 Exp.Date - OR State CCB Reg. No._ - :�-Exp.Date_ 4c.Temporary Services or Feeders COT Business Tax or Metro No. J d v�! Exp.Date_ Installation,alteration,or relocation 200 amps or less $50.00 2 Signature of Supr, Elec'n .Fr`` 201 amps to 400 amps $75.00 2 401 amps to 600 amps $100.00 2 Over 600 amps to 1000 volts, License No. Exp.Date see"b"above. Phone No., � ,� _-- 4d.Branch Circuits Now,alleration or extension per panel 2b. For owner installations: a)The fee for branch circuits with purchsse of service or Print Owner's NatT1e__ feeder fee. Address Each branch circuit$5.00 2 h)The fee for branch circuits City_ StateZip without purchase of Phot.e No. service or feeder fee. ? I D ~ First branch circuit $35.00 J S 2 Tile installation is being made on property I own which is not Each additional branch circuit_� $5.00 2 interded for sale:, lease or rent. 4e.Misce!laneous (Service or feeder not Included) Owner's Slgnalure, Each pump or Irrigation circle $4D.00 _ Each sign r outline lighting $40.00 2 3. ,Plan Review section (if required):* Siunal circutt(s)or a limited energy pan.I,alteration or extension $40.00 _ ,_ -_ Please check appropriate item and enter fee in section 5B. Minor Labels(10) $100.00 4 or more residential units in one structure 4f.Each additional Inspection over Service and feeder 225 amps or more the allowable In any of the above J`System over 600 volts nominal Per inspection $35.00 Clas.;itled area or structure containing special occupancy Per hour $55.00 w described in N.E.C.Chapter 5 In Plant ^_ $55.00 Submit 2 sets of plans with application where any of the above apply. 5. Fees: Not required for temporary construction services. 5a.Enter total of above fees $ -�- 50,,Surcharge(.05 X total foes) $ NOTICE Subtotal $ 5b.Enter 251.6 of line So for PERMITS BECOME VOID IF WORK OR CONSTRUCTION AUTHORIZED IS Plan Review If re uired(Sec 3) $ NOT COMMENCED WITHIN 180 DAYS,OR IF CONSTRUCTION OR WORK Subtotal $ IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY �. TIME AFTER WORK IS COMMENCED. ❑ Trust Account 011 �. . - Total balance Due r" �t1CTS1F1C9f API' n 4'+f CITY OF TIGARD DEVELOPMENT SERVICES BHTI_PTNG r-'FRMTT 13125 SW Hall Blvd.,Tigard,OR 97223 (503)6394PERMTT #. ., . . . . . : t1QJr'96--171!3I"171 DATE 15SUED: 03/023/98 PAR(.EL: E2931 131PA-00500 ,.-Ji rE ADDRESS. . . : 16100 F3W *72ND AVE f-`)UBD I V U.;ION. . . . : ROSEWOOD ACRE TRACTS ZONING: T -L ILOCK. . . . . . . . . . : L(3T. . . . . . . . . . . . . ..oon- JURTF)DICTION:TIG RETSSLIF: ri-ooR AREA; EXTERIOR WALL CONS)TRUCI'ION CLASS OF WORK, :r11 T F T RST. . . . . 0 f N: 9: E. W. 'TYPE OF USE. . . :COM c-;ECONT). . . : CA sf PRnTECT OPENTNGS? "I"YDE OF rOW-T. :31\1 . . . . 0 sf N- S: E, W. n(:C(JPAI%ICy CRP. :I? TOTAI--- o s ROOF CONST: FIRE GRE TI : (IrrUPAWY t.nn-D' Q1 SAc.;'_-',MENT. 0 s AREA RATEn: -,TOR.: 0 HT: 0 ft GARAGE. 0 sf OCCU T)r- i-1, PATED- DSMT?: MEZZ" : REP,.D RE'IT OOR LOAD. . . . - 0 nsf L 17FI": 0 ft RGHI*: 0 ft; F I R 917,1111._:Y B)MOK, DET. N IrELLING LINITc,;.- 0 FRNT: 0 ft REAR: 0 ft FIR ALRM:N HNDICP PCC%Y ORMS: 0 BA'I'HS- [A IMP, S1JRFP(,E: 0 PRO CORR:N PARKIN(:-,: 0 U IE. t - 1303 marks : Racking system iiey --*-----.---,--. FEEF3 ,r-'IFTC REALTY AS!,,-(JCIA'T[:S, LP typt, amoi_tnt by d ate i-Frpt 115 F.0 r3E.'0LJnTn PARKWAY PPMT 0. 00 JD 09/18/96 96-c"All I ':ART) OR 972'24 (7.1 J_r V, t, LA. 0 V1 JD 09/ltd/96 96 PA4 10 1, FIRE $ 0. 00 JI) 09118196 96-284101 ane #-. F I 13E 1, 10. 00 PLOIJ $ 16. 25 C 0 T)t)-art at-- 5PCT $ 1. 'Prs n R B TWITnt.1-.ATTCINE INI' VIRMT t 25. 00 14401 9 Gi-rim onv Rono 5PCT $ Or. eo 09/181/9G 96-28/itol OREGON CITY nP 97045 r"Ihonp 0: 503-659-5439 $ F0 TnT(-)I Pteo #. V100(-',74 REG11,11RED INSPECTIONS T4ls permit is issued subject to the regulations contained in the Fr-aming 'e-.gip Tigard Municipal Code, State of Ore. Specialty Codes and all other Misr:. It1,pest i (1T1 ---- --- -applicable laws. All work will be dont in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more 'han IN days. ATTENTION, Drecon law recuires you to follow the ulps adopted by the Oregon Utility Notification Center, Those rules aro set forth in CAR 952-001-00I0 through OAR 95240,101987, 4u many obtain A COPY of these rules or direct questions to ODIC by calling (503)24-1987. _'r'l-frittre 10ign'ltul - t_1L-rJ nyt y'11_ AWWXTSS 4- +++4- -4 +-4•++++-1++++-4 ++4- +++ #-+ + + ++++-4 + ++++ +4+++++.......+-F+++-.4 r.r 1. 1 6.?'? by 7:00 p. m. far ari iri-,prt-tinr needed the next hi.tsinpss clAy ++++++++-4-++++++++++++++++++4++++++•+++++++•+•++•++++++4-+++4-++++++4-+++++++4-++++4-+4 L �)fi1Gzt l RAC_V-- TLVTzALz CRY commercial Building Permit Application c ty of Tigard 13125 SW Hall Blvd. R-ACK -:�,7"U(L2ALTC— l Tigard, �-I R 97223 ` (503) fl.: .'4171 , I Jobsite Address: ) (.0 1[10 �' n h h A II C e Suite# Ofsl:a use Only Tenant: r_t 1 �1,� I Valuation: II _�t� -� Planck/Rec# ' _1___� Yus�� -r�, �N a►.�-C� Permit# I._1t + Owner: Map 8 TL#_�-4� Address: Approvals Required Planning Phone: Engineering C'I �gCh Ccr►5hr�c�ior,�0a�c�4�503�37� Other Contractor:) n � - Address: / _ I H01 S �i�C��DC?l� F�CCi �_(!L%� A,5 AGGr_ U6 Y /CCM 6 1 Type of const: N M r-T-A _ �C -7 / [� 1 Phone: („ ( ( � t �l1 �ti�� Occupancy class: � Sprinklered? Yes No r '� Contractor's License #_ D 7 q 1 ` n r (attach copy of current Oregon license) Sq. ft. of project: Contact name & phone: hLyMiI�t"'�le Cie��x-59- Sy. 8 X108 Story (1st, 2nd, etc.) Of Ccl) i c �cc �.� o ------ Architect/Englnear: CJ�4LAS_ Proposed use: 1`' I ill. i. W( Address- U K Address Previous use: }l�r Note: Plumbing & mechanical plans must be submitted at time of Phone: building permit application. JOB DESC°IPTION Ap .can , ignaturo& Phone number / Received by: Date Received: Permit At Account Description Amount AML Pd. Bal. Dugs Bldg. Permit (BUILD) Plumb. Permit (PLUMB) ----- Mech. Permit (MECH) State Tax (TAX) c_ Bldg: Plumb: Mech: Plan Check (PLANCK) Bldq: Plumb: Mech: Sewer Connection (SWUSA) Sewer Inspection (SWINSP) parks Dev Charge (PKSDC) Residential TIF (TIF-R) — — "'— Mass Transit TIF (TIF-MT) —' Commercial TIF (TIF-C) Industrial TIF (TIF-I) Institutional TIF (TIF4S) — Office TIF (TIF-0) Water Quality (WQUAL) r l N Water Quantity (WQUANT) r -- Fire Life Safety (FLS) J G] Erosion Cntrl Permit (ERPRMT)LD — w J Erosion PlancklUSA (ERPL..AN) — Erosion Planck/COT (EROSN) �C TOTALS: r%.#iTY OF TIGARD BUILDING INSPECTION DIVISION MST 24-Hour Inspection Line: 639-4175 Business Line: 639-4171 , / � BUP _Date Requested 16c7?9 r / � _AM _PM BLD Location / /�� `SC v' J� G Suite ? MEC Contact Person Ph PLM Contractors � c "� ��/ L Ph SWR ILDIN Tenant/Owner ELC _ PRetaining Wall ELR Footing Access: Foundation FPS Ftg Drain SGN Crawl Drain Inspection Notes: — Slab _-- SIT Post&Beam Ext Sheath/Shear —_ int Sheath/Shear Framing Insulation Drywall Nailing _ FirewaU ire Sprinkli;W e arm Susp'd Ceiling -- Roof Misc: — - --- iriA1 .PAq3j,. PART FAIL -- -- PLUMBING Post & Beam Under Slab I op Out — — Water Service _ Sanitary Sewer Rain Drains _ _ — Final — PASS PART FAIL _ MECHANICAL Post& Beam -- — Rough In Gas Line -- Smoke Dampers Final - - PASS PART FAIL ELECTRICAL -- o Service _ - --- — Rough In r UG/Slab V) - - -- ---- �.— — Low Voltage ►- Fire Alarm --- _j Final PASS PART FAIL -- SITE Backfill/Grading — - -- Sanitary Sewer storm Drain ( ] Reinspection fee of$ required before next inspection. Pay at City Hall, 13125 SW Hall Blvd Catch Basin Fire Supply Line I ] Please call for reinspection RE _ ( )Unable to inspect-no access ADA t pproach/Sidewalk q Inther _ Date lU ,/O( 4 // Inspector �� Ext L Final PASS PART FAIL 100 NOT REMOVE this Inspection record from the job site. CITY OF TIGARD BUILDING INSPECTION DIVISION MST 2 our Inspection Line: 639-4175 Business Line: 639-4171 /{ ► Date Requested `� AM PM / ELD Location /14,� Suite MEC Contact Person L;:' Ph PLM Contractor— Ph _ SWR BUILDIN3 Tenant/Owner _ 6D - Retaining Wall ELR 196''6c' 7 Footing Foundation Access: _ '0) FPS Fig Drain Crawl Drain Inspection Notes: SGN SlabSIT Post&Beam — TAU /Ext Sheath/Shear _ Tt- int Sheath/Shear Framing _ Insulation Drywall Nailing Firewall • Fire Sprinkler v Fire Alarm Susp'd Ceiling Roof Misc: Final — PASS PART FAIL - -- PLUMBING Post&Beam Linder Slab Top Out - ------- - -- - ----- ---- Water Service Sanitary Sewer -_--- _ --� --- ---- `- - Rain Drains Final - - -- PASS PART FAIL _— MECHANICAL Post& Ream -- ---- -- ------ - Rough In Gas Line --- ---- --- -_ Smoke Dampers Final ----_ —.- ------— — — -- PASS---PART FAIL 5�vrce- _ Rough In L- Uc3l8tatr N ow Voltage Fire a - - ------ --- ----- P SS . PART FAIL �l Backfill/Grading — - - Sanitary Sewer Storm Drain [ J Reinspection fee of$ required before next inspection. Pay at City Hall, 13125 SW Hall Blvd Catch Basin Fire Supply Line [ J Please call for reinspection RE: [ J Unable to inspect- no access ADA Approach/Sidewalk ' Other Date /C> 3�� Z Inslpector. __ �L..c T _ Ext _ Final PASS PART FAIL 00 NOT REMOVE this inspection record from the job site. w CITY OF TIGARD -� DEVELOPMENT SERVICES 13125 SW Hall Blvd., Tigard,OR 97223(503)639-4171 C:C CtufL,F PEPMIT #. . . . . . . . F_aUF'98111 .1(1..:. DATE I SUED- 06/22,198 T"IARCEL: .2S113AA--00500 W 7:'IVD AVE N B-18 13U)<`D I V I S i ON. . . . : RO SEWOOE) AC'"E T RAurs ZONING: I-L. 13LOC;K. . . . . . . . . . . LOT. . . . . . . . . . . . . :00A JURISDICTION: TICS CLAD a OF WORT+. -ALT �YF'f. OF' USF, . . :COM ryPE:. OF CONST'R:SN OCCUPANCY CRF'. :D OCCLI FANCY LOAD: `5150 M I AIAN"T' NAME!. . . : VERIF'ONE ,;emar-ks : TI-otfice/w v,ehou e. Conatt-uct: ion of office par-titions 8. handicap ••amT,- PACIT=IC REALTY 15350 SW Sf✓ULJO I A PKWY ti 300 PORTLAND OR 9'7224 PhEme #R Contraut Cir`: 1A GREEN, HL CO. INC. L5350 SW GE UL10I A BLVD '3TE 300 C I C:iARU OR 97e24 IDhone #-. 624--771.7 Req #. . : 00041:3 This L';ertific:ate grants or_c upancy of the above r-eFer^Mnced bi-O Iding or- port ion thereof and c.onfir,ms that t:ho building has Leen inspected for compliance with the ritate of Or-yon Gpec:iAlty Code% for-, the yro1_tp, Ioccupsn,:y, and use under whrenced permit was iN5ued. r:'i ILDING INSPECTOR nuu-DING l7rT'1.rf"AL POST IN CONSPICUOUS PLACE �n w .. *-:.ITY OF TIGARD BUILDING INSPECTION DIVISION MST 24-Hour Inspection Line: 639-4175 Business Line: 639-4171 BUT _ - Date Requested AM )< PM BLD Location Suite MEC Contact Person _ �td tJI/P��yt Ph 2-60 --q5-5b PLM Contrac ; f� L C -y Ph SWR UILDIN Tenant/Owner ELC 8mmg Wall ELR _ Footing Access: Foundation FPS Ftg Drain SGN Crawl Drain Inspection Notes: � `� � �� Slab SIT Post R Beam ` I Ext Sheath/Shear Int Sheath/Shear Framing Insulation Drywall Nailing _ Firewall Fire Sprinkler Fire Alarm Susp'd CeilingA— Roof Misc: - PART FAIL PLUMBING Post& Beam - qp Under Slab Top Out Water Service _ Sanitary Sewer �- - — Rain Drains Final - PASS PART FAIL MECHANICAL P o M& Beam --- - -- ------- ------ Rough in Gas Line Smoke Dampers Final _�--- --- --- - -- -- PASS PART FAIL ELECTRICAL ----- — —— �- Service t- Rough In - v. UG/Slab - Low Voltage `,T --- `-- -- -- --- _ Fire Alarm ;J Final PASS PARI FAIT_ SITE Bau�fill/Grading - �- ---- — Sanitary Sewer Storm Drain ( ]Reinspection fee of$ required before next inspection. Pay at City Hall, 13125 SW Hall Blvd Catch Basin Fire Supply Line ] Please call for reinspection RE: _ _ [ ]Unable to inspect-no access ADA Approach/Sidewalk �.,- Other Date �Inspector Ext _ Final PASS PART FAIL DO NOT REMOVE this inspection record from the job site. CITY OF TIGARD BUILDING INSPECTION DIVISION MST 24-Hour Inspection Line: 639-4175 Business Line: 639-4171 /J�i BLIP / Date Re nested _7 0 AM_ PM BLD Location le)I ,�/.LI l� C �v c✓ Suite _ MEC Contact Per3on Ph vq _ PLM Contractor Ph K�, SWR BUILDING T Want/Owner � /� ELC { (17! Retaining Wall ELR _ Footing Access: Foundation FPS Fig Drain SGN Crawl Drain Inspection Notes: - — Slab Post&Beam SIT _ Ext Sheath/Shear (a.1 Int Sheath/Shear — Framing Insulation _ Drywall Nailing Firewall Fire Sprinkler Fire Alarm Susp'd Ceiling Roof Misc: Final v PASS PART FALL ---- _ PLUMBING ---� Post& Beam - — -- Under Slab Top Out - Water Service Sanitary Sewer - Rain Drains Final PASS PART FAIL MECHANICAL ^— Post&Beam ---- - --- — -- Rough In Gas Line Smoke Dampers Final -- ------ ----_� P FAIL ZLRCTRICAL CL Service Rough In UG/Slab Low Voltage L .,� F• J PART FAIL M ITE _ WBackfill/Gi edinrj - Sanitary Sewc( Storm Drain [ ]Reinspection fee of$— `required before next inspection. Pay at City Hall, 13125 SW Hall Blvd Catch Basin i ll f Please call rens e0lon RE: Fire Supply Line [ ] p [ J Unable to inspect-no access ADA Approach/Sidewalk nate Other _ _Inspector Ext Final PASS PART FAIL DO NOT REMOVE this inspection record from the job site. CITY OF TIGARD ELECTRICAL PERMIT DEVELOPMENT SERVICES PERMIT #: ELC98-0104 13125 SW Hall Blvd., Tigard,OR 97223 (503)639.9171 DATE ISSUED: 03/03/98 PARCEL: 2 S)I-t 3AA-•QrQt500 SITE ADDRE'-;5. . . : 16100 SW 7;2, AVE r JBI)T V i S I ON. . . . :ROSEWOOD ACRE TRi-1(_ I-`w; :7.ON I NCa: T --L BLOCK. . . . . . . LOT. . . . . . . . . . . . . :00A J1JRI`7DICTION: TIG 0)--o.ject Descr-iption: Add six (6) branch circuits to an existing coeaercial tenant occpy. _. -.RESIDENTIAL- UN T T- ---- --T[-:MP SRVs/FCEDE"RS•••--_.__ 1.000 SF OR L_ESS. . . . : 0 0 - 200 amp. . . . . . . : 0 PUMrr/TRRIGATION. . . . : 0 E'AC`H ADD" L 500SF. , . : 0 201 401D amp. . .. . . . . : 0 `3 T Grd/OUT LINE LTC. . : 0 1. IMITE'D E+NERGY. . . . . .. 0 4.01 - 600 amc). . . . . . . : 0 rIGNAL/PANEL... . . . . . . : 0 MnNF. ISM/ SVC/FT)R.. . : 0 r.r,711.+amps- 100,71 volt 's. : 0 MINOR i.-ABEL ( 10) . ., . : 0 _-SERVICE/FE`EDER- _- ----BRANCH CIRCLIITS-.----- ---ADD' L INSt'ECT'C0NS-._._.-.- 671 •_ 200 amp. . . , . : 0 W/SERVICE OR rECDER: 0 PER INL=;p'F_CTI(Jrl. . . . . : 1I, 201. — 400 amp. . . . . . . 0 15t W/n SRVC OR FDR. : 1 PIER HOI-IR. . . . . . . . . . . . 0 401 — 600 spm p.. . . . . . ; 0 EA ADD' L BRNCH CIRC: a I N1 PI...ANT. . . . . . . . . . . . 0 601 — 1000 amp. . . . . : 0 ____—___.______.____pl_AN REVIEW SECT T 10;.)0+ amp/volt. . . . . : Q1 > =4 RES (.)NITS. . . . . . . „ . ) 600 VOLT NOMINAL. . Pr-,r-onnect only. . . . . : 0 SVG/FDR ) - 225 PMPS. . : CL..ASS AREA/SPEC OCC. : er^ ___._..___._.__........._..._.____..__._....____.__._....._..._.._.........._._._.__-__..._.__._. ._......._._..___.._._-___...-_.__. FEES CIFIC REALTY ASSOCIATE=S, LP type amor-Int by date reept: 115 SW SEQUOIA PARKWAY PPMT $ 60. 00 nFO 03/03/93 98._3037 3A RD OR 97224 5r.'r-T $ 3, 00 RE=D 0:3/0:3/911 98--3037.7j. o n e #� "HOFNE R ELF.CT R I C INC i 63. 00 TOTqI- SE MnIN _.___.. _.. RFGAHRPM INSPECTIONS .-_.__.._.. ='9TLAND OR 972'14 Fl.ert" 1 Service , one #: 233-200G, Elect' I F i n.i l -` :s perwit is issued subject to the regulations contained in the Tigard Municipal Code, State of Oregon Soecialty Coo-es and all other -livable laws. All work w.11 be done in accordance with approved plans. This perwit will expire if work is not started within 180 .s of issuance, or if work is suspended for sore than 180 days. ATTENTION: Oregon law requires you to follow the ri.rles adopted by Oreoon Utility Notificatiln Center, Those rules are set forth in OAA through DAR 952- @1-1987. You say obtain a copy `,hese rules or direct questions to OUNC by calling (s 246-1987. ,,m i t t e e !,i.g n��t r..I r e : .._ _--_ I s s rt r:d By , V) TNSTAL.LATTnN installation its hei.nq made on property T ower whir_h is not Intended for le, lease, or rent. rJ �1FR" S SI(3NP.TURF.: _ DATE: _ ._.._..__ .__-._...._._.__._.___.._......._CONTRACTnR INSTAL.L_ATTCIrI ONLY---•._.__.__--..-_-..__- _....-_-.....__.._..... � 2 C .,-)-'.IRF DF SI_Ir'P.. Ff 7r' N: N: +++4- + ++•++++4-++ l F f +.k++ r.a .}.+.}.4-4 -1-f-- +-4-++i +++._+4..++-+++-"4•++4.4 -4 t 1 .a._1..4....,_.}.+.}.4 +-4-4-+A .r..{.F.+..r..}..F..I. 417n { I..} 1 1 t 4-4-++4-J-+++ h--#-+4++++-F.-1-....+.4-+++++++4.+4.4-+4++ ' ,.+,}.+.}.}} {..} + F 1 ++#+1 F F+ ►.�.. CITI"OF TIGARD Electrical Permit Application Plan Check a 13125 SW HALL BLVD. Rec'0 By TIGARD OR 97223 Date F1ec'dDate to P.E. Phone (503)639-4171, x304 Date to DST Print or Type Inspection (503) 639-4175 Incomplete or illegible will not be accepted Pei mit#, Fax (503) 684-7297 Called_ 1. Job Address: 4. Complete Fee Schedule Below: -� Name of Development 01=40N RT I S T N R S S PARK__ Number of Inspections per permit allowed - Name(or name of business) VERIFONE Service included: Items Cost Sum Address 1 61 0 0 S.W. 7 2nd AVE 4a. Residential-per unit City/State/Zip PORTLAND,ORE. 9 7 2 2 4 Each 4 additional 500 sq.it.or 0 sq fl,or less $110.00 _ Commercial © Residential ❑ Liportion thereof $25.00 1 m hod Energy $25.00 Each fvianui'd Home or Modular 2a. Contractor installation only: Dwelling Service or Feeder �. $68.00 2 (Attach copy of all current licenses) 4b.Services or Feeders Electrical Contractor 13ACHOFNER E,EC`iTRIC, INC. Installation,alteration,or relocation 200 amps or less $60.00 2 Address 5 5 S.F._ MA T N _ 201 amps to 400 amps $80.00 i 2 City PnRT .State (-)RF Zip 97214 401 amps to 600 amps $120.00 2 Phone No. 2 3-1-2 CLO 6 601 amps to 1000 amps $180.00 2 Job N0. Over 1000 amps or volts __ $340.00 2 Elec. Cont. Lice. o.2 6-4 51 __Exp. Reconnect only $50.00 2-'- OR State CCB Reg. No.4QSb g Exp.Date_ 4c.Temporary Services or Feeders COT Business Tax or Metro No. �Exp.Date Installation,alteration,or relocation 200 amps or loss $50.00 2 Signature of Su r. Elec'n 201 amps to 400 amps _ $75.00 2 g p 401 amps to 600 amps $100.00 _ 2 Over 600 amps to 1000 volts, License No. Exp.Date �lnrin 2/27/98 see"b"above. _ Phone No. 23 3 0 0 6 -- -- 4d.Branch Circuits Now,alteration or extension per panel 2b. For owner installations: a)The fee for branch circuits with purchase of service or Print Owner's Name feeder foe. Address Each branch circuit $5.00 2 b)The fee for branch circuits City State Zip _ without purchase of Phone No. service or feeder fee. First branch circuif 1 $35.00 3 5 0 Q- 2 The installation is being made on property I own which is not Each additional branch circuit-r_ $5.00 _ 2 intended for sale, lease or rent. 4e.Miscellaneous (Service or feeder not included) Owner's Signature___ Each pump or irrigation circle $40.00 2 Each sign or outline lighting �- $40.00 _ 2 3. Plan Review section (if required):* Signal circuit(s)or n limited energy panel,alteration or extension __ $40.00 2 Please check appropriate item and enter fee In section 5B. Minor Labels(10) $100.00 4 or more residential units in one structure 411.Each additional inspection over Service and feeder 225 amps or more the allowable In any of the above _System over 600 volts nominal Per inspection $1500 _ Classified area or structure containing special occupancy Per hour i $55.00 as described in N.E.C.Chapter 5 In Plant $55.00 _ r `Submit 2 sets of plans with application where any of the above apply. b. Fee's;: -� Not required for temporary construction services. 59.Enter total of above fees $ 6 0 51'.Surcharge(.05 X total fees) $ NOTICE Subtotal $ -- 5b.Enter:'5°0 of line 5a for PERMITS BECOME VOID IF WORK OR CONSTRUCTION AUTHORIZED IS Plan Review If regulrod(Sec 3) $ - NOT COMMENCED WITHIN 180 SAYS,OR IF CONSTRUCTION OR WORK Subtotal $ - IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. Trust Account k Total balance Due - r�DSTS�FI.CM APP nw w4e CITY OF TIGARD DEVELOPMENT SERVICES :at.l1l_..nIN[i r'E`RMI r 13125 SIN Hall Blvd.,Tigard,OR 97223 (503)639.4171 )'E RM I f it. . . . . . . . PUP98-1 11 v DATE ISSUED: 03/03/98 PARCEL. .'S113AA-�0P_1500 - "-r ADCI;�.GS. . . . !.is i Is'k1 L4r,.::PJi? AVE" #£!_ i.P IBDIVISiION. . . . : ROSEWOOD ACRE' TRA(_T9 Z ONT 1\10: I--L. OCN... . . . . . . . . . . 1__nT. . . . . . . . . . . . . :0on JURISDT.r.TION:"r;G ------------------------ TISSUE~ FLOOR AREAS- ------------ E'XTERTOR WAI.._I_ CONG)TRI.ICTTCIht ASS OF wnw. :AI.T FIRST. . . . . 752''71 s N: S: F. W: ryPE OF USE. . . :COM SECOND. . . : III s f PROTE( T OPEN T NGS? _..__._.__.. __...._.. I YPF OF t'ONST. :5N . . . . 0 5-F N; S: E: W. ,ICCI-)FANCY GRP. :I.1 TO'Till_ - 75:171 s f ROOF CONST: F T REQ RF"T? : n1"CUPPNCY L...nAD: x;60 BASEMENT. 0 f AREA SEF'. RATED: "OR. : 0 IdT: 0 ft GARAGE_.: 0 sf OCCU SEG. RA'TE'D: ''MT? : ME77?: RE DD SE TRACKS__..______..._-• RFQUI 0011 LOAD. . . . : 21 ps f t_'"FT; X7..1 F•i- RGHT. 0 Ft F T R )PKI_;Y r,MOK 1?ET. . . ,1171-LING UNITS: 0 FRNT: 0 ft REAR: 0 ft FTR ALRM; HNDICG ACC: .DRMS: 0 PATHS: 0 IMP ` URFACLE: 0 PRO CORR: f='FaRK I NG: 0 IL.IJE. $ : 50000 mriirk s : TI-office/warehouse. Construction of office oartitions b `+andieao p. FEES ,7TFIC REALTY ASSOCT.ATES, L.P type amount by date r-cc:pt 115 SW SEnUf1Tn r1nRKW0Y PRMT T, P83. VAO JSD 03/0.3/98 GARD OR 97224 15PC'T $ 14. 15 JSD 03/03/9n I?,g••_?0 737 PLC'K $ 183. 95 JSD 03/03/9. 8 98--30377(., Phone #: FIRE $ 113. PO JSD 03/03/9 B '91.) '"10377C, -Tit r^.met or H GREEN, 1-I1- CO. (MC. 350 SW Sr*(1UC)I A SL_V D c 300 TTCARD t1R 97224 ------------------------ one #; 6".4-7717 E r94. ?IZ1 TlTgl_ RE=f?lJ T RI=T.) L NSiPECT T ONS permit is issued subject to the regulations contained in the Fc)ot/Found Insp ;mrd Municipal Code, State of Ore. Specialty Codes a-d all other Fr-aming Insp '.icable laws. A11 work w4l l be done in accordance with Gyp Soar-H T n c,p ;)'-oved plans. This permit will expire if work is not started Mi sic'. Inspect i ort -6i, 180 days of issuance, or if work is suspended for more n 14 days. ATTENTION: Oregon law requires you to follow the es sdepted by the Oregon Utility Notification Center. Those ns are set forth in. OAA 952-0014010 through OAR 952-010101987. many obtain a copy of these rules or direct questions to OUNC ^allinb +++++++-h++-F } 4 } ++•*+++++- +++++++•+++.++++}+++++++++++++++4•++++.{. +++++++++++++ Oral l 6 ,9-AI (15 by 7:0141 p. m. far An inspection needed t!-le next br.lsiness day 1-+4 ++++++++++444 4.+ F•I•-1_a..F+4-+++•1- ++++++++-F.}+++++++++++•++++ }.+-+++•4-}++-l.+++{.4 +4.+-_.r Reo'd By C;T f OF TIGARD Commercial Building Permit 13125 SW HALL BLVD. Tenant Improvement �, '+ , DateRec'd TIGARD, OR 97223 / Date to P.E. (503)'639-4171 =-' Date to DS Permit# Print or Type Related SM x Incomplete or illegible applications will not be accepted called Name of Develop ment/Proiect Existing Building New Building (] Job �'' G- �/1�&�5//,�,� SS �i� Address Street Address Suite Building S'#/7;4411' 1 Data Slag# City/state Zip Existing Use of Building or Property: Name Property PACIFIC REALTY ASSOCIATES, L.P. Proposed Use of Building or Property: Owner Mailing Address Suite 15350 SW SEQUOIA PKWY 300 No. Of Stones: / City/State Zip Phone PORTLAND, OR 9722.4 624-6300 Sq, Ft. Of Project -� Occupant Name Occupancy Class(es) Name Contractor H. L. GREEN COMPANY Type(s) of Construction Prior to permit Marling Address Suite issuance,a copy 15350 SW SEQUOIA PKWY 300 Will this prup-?ct ha:is a Fire Suppression System? of all licenses are required if City'State Zip Phone _YeS� NO expired in C.O.T. Americans with Disabilities Act ADA) database PORTLAND, OR 97224 624-7717 Valuation X 25% - Participation Oregon Const.Cont. Board Lic.# Exp.Date Complete AccessibilityForm 41328 Project g , Fume Valuation )>, cel' Architect JOHN H. ROMISH Plans Required: See Matrix for number of sets to submit Meiling Address Suite on back 2216 SE 24TH AVE. i CitylSlate Zip Phone I hereby acknowledge that I have read this application,that the information PORTLAND, OR 97224 2.36-6306 given is correct,that I am the owner or authorized agent of the owner,and that plans submitted are in compliance with Oregon State Laws. Engineer Name Signature of OwnerrAgentate Mailing Address Suite T .��. ` � L -7�✓/� Contact Perso NaiveFhone CitylState Zip Phone r FOR OFFICE USE ONLY Indicate type of work: New O Addition O Demolition O� Map/TL#�J/ r Land Use: Accessory Structure O Foundation Only O Alteration Repair O Other O Notes: Description of work: V/T-IN/' TIF: Parks: Estimated#of Em loyees Note: Site Work Permit Application must precede or accompany Building rormit Application 1.1,COMNEW DOC (DST) 9/97 OVER-THE-COUNTER (OTC) PERMIT COMMERCIAL ( STRUCTURAL) BUILDING PERM-T CHECKLIST DESCRIPTION OF PROJECT: t - &-"C-el t.vAeetkjace C4�sk ,uL U o •t� Pte¢n-n m,�s w� l- ro �w,� Imo►+r� CLASS OF WOPK. FK-+'` FLOOR AREAS. -14;'70 i EXTERIOR WALL CONSTRUCTION TYPE OF USE: Co vV _ i FIRST SQ. FT. i N: _ S: E: W: TYPE OF — CONSTR: ^� SECOND SQ, FT, PROTECT OPENINGS?: � I OCCUPANCY GRP: SZ THIRD SQ. FT. i N: S: E:_— W: OCCUPANCY LOAD `SIoD TOTAL SQ. FT. i ROOF CONSTR: FIRE RET STOR:� HT_ FT: i BSMNT: SQ. FT. i AREA SEP. RATED: I I b5MNT? MFZZ?- i GARAGE: SQ. FT. OCCU.SEP.RATED: FIRE FIRE SMOKE HANDICAP SPRINKLER: _ ! ALARM: DETECTOR: ACCESS — L—COMMERCIAL INSPECTION ACTIONS FEE MENU Foot/Found Post/Beam S 26:53 Permit Fee Masonry Frarrung-)� $ I�f3q�Plan Review Insulation Shear Wall $ ( 5% State Surc.�arye FirewallGyp Board' $ FLS Plan Review Suspended Ceiling Sprinkler Rough-in Add] Permit Fee Sprinkler Final _ Fire Alarm S Add'I FLS Pln Smoke Detector Approach/Sidewalk S Inspection H Miscellaneous =7 Final $ fV11S Fee FOR OFFICE USE ONLY: TYPE OS USE OPTIONS(COM=comms rcial; CMS=commercial manufactured structure) CLASS OF WORK OPTIONS FOR ALL PERMITS(NEW=new; Add=addition; ALT=alteration:ACS=accessory:FN D-foundation: OTR=other: DEM demolition: REP=repair; FPS=fire protection system, NOTE: USE OTR FOR FENCES. RETAINING WALLS. DETACHED DECKS, SIGNS. AWNINGS. CANOPIES) 1:lovrcntr2.doc (I)ST) 4197 SUBJECT: ACCESSIBILITY BARRIER REMOVAL IMPROVEMENT PLAN REQUIREMENT: OREC DN REVISED STATUTE (ORS) 4417.241. (1) Every project for renovation,alteration or modification to affected buildings and related facilities shall be made to insure that the path of travel to the altered area and the restroom,telephones and drinking fountains are readily accessihle to individuals with disabilities, unless such alterations are disproportionate to the overall alterations in terms of cost and scope. (2)Alterations made to the path of travel to an altered area may be deemed disproportionate to the overall alteration when the cost exceeds twenty-five percent (25%). VALUATIQN of all renovation, alteration or modification being done excluding painting, wallpapering. [1] $ multiply: 25% Barrier removal requirement. .25 BUDGET FOR BARRIER REMOVAL [2] ' v In choosing which accessible elements to provide under this se(:tion, priority shall be given to those elements that will provide the greatest access. Elements ,-,hall be provided in the following order: (a) Parking _ (b) An accessible entrance: $ (c) An accessi' ;e route to the altered area: (d) At least one accessible restroom for each sex or a single unisex restroom: (e) Accessible telephones: a (f) Accessible drinking fountains: and $ V) (g) When possible, additional accessible elements such as storage and alarms: TOTAL: Shall equal line 2 of value computation $ LD LLl �w�r J CITY OF TIGARD DEVELOPMENT SERVICES ELECTRICAL PERMIT — 13125 SW Hall Blvd.,7(gard,OR 97223 (503)639.4171 RESTRICTED ENERGY PERMIT #: ELR97-0187 DATE ISS2JED: 07/07/57 PARCEL: rSI. 13AA-00500 SITE ADDRESS. . . : 16100 SW 72ND AVCS #B--18 SUBDIVISION. . . . : ROSEWOOD ACRE TRACTS 7.ONING: I—L BLOCK. . . . . . . . . . . l_O1.. . . . . . . . . . . . . :A JURISDICTN: TIC Flr-o.j ect De scr^i pt i on: instl protective signaling A. RESIDENTIAL----.__.__ B. COMMERCIAL- -- -- - ------------ ---___-------.--_____. AUDIO R STEREU. . . : AUDIO R STEREO. . : INTERCOM & PAGING_ : BURGLAR ALARM. . . . : BOILER. . . . . . . . . . : LANDSCAPE/IRRIGAT. . : GARAGE OPENER. . . . . CLOCK. . . . . . . . . . . . MEDICAL... . . . . . . . . . . . .. HVAC. . . . . . . . . . . . . . DATA/TELE COMM. . . NURSE CALLS. . . . . . . . . VACUUM SYSTEM. . . . : FIRE ALARM. . . . . . : OUTDOOR I_ANDSC LITE: OTHER: : : HVAC. . . . . . . . . . . . : PROTECTIVE SIGNAL. . : X INSTRUMENTATION. : OTHER. . : . . TOTAL #b OF SYSTEMS: l Owner-: --------------------------------------------------------- FEES —_— ----_ ___ _ PACIFIC REALTY ASSOC LP type amol-int by date recpt 15115 SW SEQUOIA PKWY PRMT $ 40. 00 TAT 07/07/97 97--296804 TIGARD OR 972'=4 5PCT $ 2. 00 TAT 07/07/97 97-296804 Phone #: Contractor: HONEYWELL INC $ 4:�. 00 TOTAL_ 15495 SW SEQUOIA STE 100 ------ REQUIRED INSPECTIONS -._------ PORTLAND OR 9722'4 Ceiling Cover, Elect' 1 Final Phone #: 968-3333 Wall Covet, Reg #. . : 000578 This permit is issued subject to the regulations contained in the Tirard Municipal Code, State of Ore. Specialty Codes and all other applicable laws. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for sore than 180 days. ATTENTION: Oregon law reai+ires you to follow rule adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 9522-001-0080. You say obtain copies of these rules or direcE questions to/OA at (503)246-1987. Isso_led by ,'yL��LL(1 ,� Permittee Si•_4natur-e - --.---_._—_-----___.r— --_--- --OWPJER INSTALLATION The installation is being made an pr-operty I own which is riot intended for, sale, lease, or, r-ent. OWNER' S SIGNATURE: _ �..� DATE: ----.-----------------------CONTRACTOR INSTALLATION SIGNATURE OF SUPR. ELEC' N: DATE: LICENSE NO: +++++++++i+++++++++++++++++++.I•+++++++++++++++++++++++++++++++++++++++++++++++++ r Call 639-4175 by 5:00 P. M. for an inspection needed the next business day ++++++++++++++++++++++++++++++++++++++++++++++++++.r+++++++++++++++++++++++++++++ f±! CITY OF TIGARD RESTRICTED ENERGY ELECTRICAL APPLICATION Recd by: 13125 SW HALL BLVD Date Recd: TIGARD- OR 97223 PRINT OR TYPE V-.503-639-4171 X304 Permit#: �-/: y l„ F -503-684-7297 INCOMPLETE OR ILLEGIBLE APPLICATIONS Cust.Call'd: WILL NOT BE ACCEPTED Name of Development Project TYPE OF WORK INVOLVED-RESIDENTIAL Restricted Energy Fee........................................ $40.00 f' ',, Ilic (FOR ALL SYSTEMS) ,JOB Street Add ess Ste# Check Type of Work Involved: ADDRESS 1(o I Ci _5u) T: n,C 4V City/State Zip I Phone# ❑ Audio and Stereo Systems Y)o Name ❑ Burglar Alarm OWNER Mailing Address ❑ Garage Door Ope,ier' City/State Zip Phone# ❑ Pleating,Ventilation and Air Conditioning System' Name ❑ Vacuum Systems' ❑ Other CONTRACTOR Mailing Address . I _c f -Se,r y cla �/« ��r TYPE OF WORK INVOLVED -COMMERCIAL (Prior to Issuance a City/S ate ip Phone# Fee for each system.............................................. $40.00 copy of all licenses J h 1 '26 ti .23 o (SEE OAR 918-260-260) are required if Oregon Contr. Brd Lia# Exp.Date expired in C.O.T. � I y h Q Check Type of Work Involved: data base) I Electrical Contr.Lic.# Exp.Date tEp;. 10D 7Audio and St-reo Systeris C.O.T. or Metro Lic. # Jate ❑ Boiler Controls Owner's Name ❑ Clock Systems OWNER - Mailing Address APPLICANT ❑ Data Telecommuni;ation Installation City/State Zip Phone# E] Fire Alarm Installation phis permit is issued under OAE 918-320.370 This applicant agrees to make only restricted energy installations(100 volt amps or less)under this U I IVAC permit and to do the following ❑ Instrumentation 1 Only use electrical licensed persons to do installations where required Certain residential and other transactions are exempt from licensing ❑ Intercom and Paging Systems These have asterisks(') 411 others need licensing; ❑ Landscape irrigation Control' 2 Call for inspections when installation under this permit are ready for inspection at 503-6394175; ❑ Medical 3. Purchase separate permits for all installations that are not ready for an LJ Nurse Calls inspection when the inspector is out to inspect under this permit, 4 Assume responsibility for Essuring that all corrections required by the ❑ Outdoor Landscape Lighting' inspector are done,and; Protective Signaling 5 Assume resoonsibi'`/for calling for a final inspection when all of the corrections are con,Nleted ❑ Other Permits are non-transferable and non-refundable and expire if work is not started within 180 days of issuance or if work is suspended for 180 days I Number of Systems The person signing for this permit must be the applicant or a person No licenses are required 1 enses are required for all other installations authorized to bind the applicant � FEES�� - / _ Sign ure k li:L 1.,s ri/L/ ENTER FEES : n. G 5%SURCHARGE(.05 X TOTAL ABOVE) $ .2 o Q Authority if other than Applicant roraL $ c,C-) kesele doc 12196 — CITY OF TIGARD CERTIFICATE OF COMMUNITY DEVELOPMENT DEPARTMENT OCCUPANCY 13125 SW Nall Blvd.Tigard,Or*pon 97223•EI199 (503)639.4171 PERMIT #. . . . . . . : BUP94 -01160 1 DATE ISSUED: 02'/03/95 Q�\�u PARCEL: 2G11 SAA 00500 SITE l-iDDRM . . . : 16100 SW 72ND AVE V SUBDIVISION. . . . : ROSEWOOD ACRE TRA- 'TS ZONING. I•--L BLOCK. . . . . . . . . . . l-OT. . . . . . . . . . . . . 1A CLASS OF WORK. :ALT TYPE: OF USE. . . :C:OM OCCUPANCY CRF'. :B2 OCCUPANCY LOAD: III TENANT NAME. . . :VIS R I C ONE F I NANCE Hpmar^ks : Ver-ifone Finance- Tenant Impr. 378 caw ft expansion into warehouse )Hiner .. I)CIFIC; REALTY ASSOCIATES, LP i ':51115- SW IGEQUOIA PARKWAY (GARD, OR r37 :r 4 C,ntractor: C_. GREEN SW SEQUOIA BLVD, 5U I-rE 200 I1GARD OR 97224 F,honw #: 624-7717 eg #. . . 41328 �cc.lp,zncy of the above r,eferenc:ecl hl_cilding is hereby given, and cer^tifier1 111e compliance with the �.it-ate Of Oregon Specialty Codes fur the yr01.4), cr.�.lpancy, acnci lase under which the rpferenced Farr it was ilr�tled. I G OFFICIAL BUILDING INSPECTOR P013T IN CONSPICUOUS MACE CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 63g-4175 Business Phone: 639 41 1 .f f Inspection:, r r_- Footing Susp. C fling Sprink, Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-inII lA Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing Plumb. Alarm Water Line Insulation Unded1r. Insul. Shear Wall Gyp. Bd. Date Requested: ! j� /�5 Time: AM PM A Address: Z(k,_/&0 /c-)- Builder: ( _ 7 / Permit#-, c - 6. O THE FOLLOWING CORRECTIONS ARE REQUIRED: lnspector Date: Z PROVED DISAPPROVED APPROVED SUBJECT TO ABOVE —Call For Reinsp. SIGN PERMIT PERMIT # : SGN95-0017 DATE ISSUED. . . . : 02/21/95 EXPIRATION DATE: 019/2i /9< PARCEL. . . . . . . . . : 2S113AA-00500 ZONE. . . . . . . . . . . . I-L BUSINESS NAME. . : VERIFONE SIGN LOCATION. . : 16100 SW 72ND AVE APPLICANT/AGENT: SIGNS IN DEPTH, INC BUSINESS TAX NO: ;SIGN: PERMANENT (X) F$.EESTANDING ( ) FREEWAY ( ) 'TEMPORARY ( ) WALL (X) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS. . . . . . : 26 . 5"X7 . 5' TOTAL SIGN AREA. . . . . . : 17 sq. ft . WP.LL AREA. . . . . . . . . . . . . 1120 sq. ft . WALL FACE (DIRECTION) : SW SIGN HEIGHT. . . . . . . . . . : 2 ft . PROJECTION FROM WALL. : 6 in. ILLUMINATION. . . . . . . . . : NON DESCRIPTION OF SIGN: Foam with metal face permanent wall sign. MATERIALS. . . . . . . . . . . . : FOAM/METAL EXISTING SIGNS. . . . . . . : 1 ELECTRICAL PERMIT REQUIRED: NO BUILDING PERMIT REQUIRED. . : NO ADMINISTRATIVE EXCEPTIONS. : N/A PERMIT FEE: $ 10 . 00 APPROVED BY: _ -" c v DATE: 02/21/95 J G] U' �1 J • Permit No. CITY OF TIGARD The applicant hereby applies for a permit for the work indicated or as shown in the accompanying plans and specifications. SIGN LOCATION: _ 7,4 TAX MAP:-'-75 1( -3, LOT NO: 00 Sr U ZONE: _ NAME OF BUSINESS• Z, APPLICANT/AGENT: ,!f �r i 7` �Q i� //r'- COMPANY: . PHONE• �`J- •3 92'� _ The City of Tigard imposes an annual Business Tax which must be kept current on all persons doing business in ti.e City. Do you presently have a current business tax? YES ( ) NO ( ) J.L. Label >k T PROPOSED SIGN: TEMPORARY ( ) BA 4-NER FREESTANDING ( ) � BAL:.00N ( ) SIGN DIMENSIONS: `212 22 k 7 TOTAL SIGN AREA (Sq Ft. ) 04.56 A] HEIGHT: (Ft. ) _7-J' -- -�— -_ ILLUMINATION: YES ( ) NO -- HATERIAL.S: :kDMINiSTRAT'_VE EXCEPTION: N, A. ( ) APPROVED ( ) i:OW MUCH 8 AREA ( ) HEIGHT_' ( ) , COMMENTS: 4�r*t*******4**��****4***f R*�**� ��**f*t R t�**�t�*►**f********R�f�**********R -f f PLANNING DEPART%tENT All sign permits must be accompanied by a Permit Fee: 10 _ scale drawing and plot plan. If work Receipt No: 45-Z��S _ authorized under a sign Permit has not beer Approved Bv: completed within ninety days after the Date: o?��`Y�— issuance of the permit, the permit shall �~ become null and void. J ELECTRICAL PERMIT I CERTIFY THAT I AM THE RECORDED OWNER OF REQUIRED: YES ( ) NO ( l/� THE PROPERTY OR AN AGENT AUTHORIZED BY THE J OWNER. > BUILDING PERHIT REQUIRED: YES ( ) NO (f!i Applicant's Signature Address Phone bkm/TSPform CI1Y O F T I GARD MECHANICAL PERMIT COMMUNITY DEVELOPMENT DEPARTMENT P,ERM17 #. . . . . . . . MEC95--008,(i 13126 SW Hall Blvd.Tigard,Oregon 97223*8199 (503)639-4171 DATC ISSUED: ULO PARCEL: EES113AA-00500 I T E A 1.)D R E G�3. ib 14".14., SW Y"-N L A V E ii� SUBDIVISION. . . . : ROSEWOOD PERE TRACTS ZONING: I–L P-LOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . :A ----------- ci–w-)s or WORK— :OLT FLOOR P–URN. . . . EV0 (--j COOLERS: TYF,E OF USE. . . . :COM UNIT P4;--nTERS. . : VENT FANS. . . : OCCUPANCY GRP'. . t B2 vrt`rrs W/O AP,PL-. VENT GYc.3TEMr): STORIES. . . . . . . . . I BOILERS/COMPRESSORS HOODS. . . . . . . : 0-3 HP�. . . . :3 DOMES. INCIN-z 3-15 H;:,. . . COMML. INCIN: MAY. I NP,UT BTU 1°J- lb I-IP,. . . REPAIR UNIT3-z –IRE DAMPERS?. . : 30-50 Hr,. . . WOODSTOVES. . : GAS PRESSURE. . . 30-E 1AP. . . . CLO DRYERE. . - NO. OF AIR HANDLING UNITS OTHER UNITS. : r'!JRN ! 117101" STU.3 101,100 cfm ,-. GAS OUTLETS. : 1 "URN ) =102111, BTU. > 10000 cfm : Rr?inai,ks . -!VJT1 et': ... —.1 FEES F-'('�Clr-'IC REALTY AGSOCTnTES, L.1--' type akmol.tnt 1)y cllte V-ecpt 1.5115 SW 0EQUOTA PARKWAY PRMT $ 48. 00 JD 04/11 /95: 95-264041 P,LCK $ 1.L. 00 JD Q14/ 11/9S) '?5 -1 '64122141 TIGARD OR 972,24 5r.,c r s 2. 417.1 JD 04/11/95 95-264041 1--,ane #: "'CT-It t-a Ct 0r –,RnTr--%MP Al'iCOCIATE0 INC. 10-11 N. E. COUCH ',ORTLAND OR 97232 hone 3 C.,9 11 4 1� T.0 T A L 3a,96,81 REQUIRED INSPECTIONS This permit is issued subject to the regulatiors contained in the F- iriAl Irispec.-tiot) Tigan! Municipal Code, State of Ore. Specialty Ecdes and all other e�nlicable laws. All work will be done in accord;-:e with plans. This permit will expire if work is not started 4ithir 160 days of issuance, or if work is s,_spendid for more :hare 180 days. Ln rill for i.nspection 639-4175 City of Tigard MECHANICAL PEHMI-I Planck/Rec., :c t � 13.125 SW Ball Blvd. APPLICATION f'O Box 23397 Tigard, OR 97223 (503) 639-4171 ---- '-^• �^ �,<� �IPJ esarpUon r_ Table 3A Mechanical Code OTY PRICE AMT •M ffgiE Job t ��W —2-2 1) Permit Foe •0• •o- 10.00 Address Uti r• "� Q � �1�.�a3 2) Supplemental Permit 3.00 •^»�� "^°°° Furnace to 100,000 1) incl.ducts A vents 6.00 M'+•v �° r^^• Furnace 10U,000 UTJ+ Owner 2) incl.ducts&vents 7.50 h A'* Floor -urnanc.a 3) incl. vent 6.00 ^�»°'••^•" Suspended healer,wall heater 4) or floor mounted heater 6.00 •v �° �» ent not mcl.in Occupant S w -7-2 5) appliance permit 3.00 •'• �- Repair of heating, roing. (-(/ 6) cooling,absorption unit G.00 *^• of er or comp,lipal pump,air rcr 7) to 3 HP absorp unit to 100K BTU 3 6.0o W•'o - '`» Flour or comp,livat pump, air cond. L Contractor CF) C C�� ' -N Z 6 33- g11 8) 3-15 Ile absorp Unit to 500K BTU _ 11.00 "• er oT r comp,limil pump, air con _ G id+ of ��3 z 9) 15 0 HP ab:;orp unit.5-1 mil BTU 15.00 '4"••°^ •'" 13oi Pr or comp,lie.at pump,air Gond. 10) 30-50 IIP absorp unit 1-1.75 mil BTU 22.50 P- iTT rT.ic ow ge flint I have read tis app ice wn, that the Boiler or comp,final pump, air cond. informatior given is correct, that I am rhe owner or authorized agent 1 1) > 50 HP absorp unit 1.75 mit BTU 31.50 of the o, ner, Ilial plans submitted are in compliance with State _T17[ andling .11111 to hws, 'nal I am registered wish the Construction Contractor's Board, 12) 10,000 GFM 4.50 Ihar(tin number given is correct. (If exempt from Stale registration, Air handling unit {',(ase give reason bolow.) 13) 10,000 CTM r 7.50 Non portable 14) evaporate cooler 4,50 Vent lan connects 15) to a single duct 3.00 VPS lilalion system not 16) includ;ad in appliance permit 4.50 �.°.. °,.a. .. TioaTservivcl b y 17) mechanical Pxhaust 4.50 [le;crl a work new K acklition 0 a lwation rep:ur U Commercial or industrial to be done residential O non residenlfal Q 18) tyre incinerator 30.00 x(stmg use o `Tit tel-rTo-wo'aTlovo,water building or prope-ty — 19) healer, sular,clothes dryers,etc 4.50 Proposed use of 2.0) Gas piping ons to four outlets 3 2.00 a building or property _ v~i Type of fust •oil Q nalur:,l gas 0 LPG Q slectric Q 21) More thin 4 per oullet- F- o I ZL c� Minimum Fee$25.00 SUBTOTAL ' 0 PERMITS 13ECOIAE VOID IF WORK OR CONSTRUCTiON s �. AUTiionizED IS NOT COMMENCED WITHIN 180 DAYS,On 5%SURCHARGE44-1 Ij IF CONSTRUCTION On WORK IS SUSPENDED On - ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME PLAN REVIEW 25%OF SUBTOTAL AFTER Won:<IS COMMENCED. — — —TOTAL 1 t" Special Conditions _ ��- -- / l r ` Dato fssusd by CITY OF TIGARD COMMUNITY DEVELOPMENT DEPARTMENTBUILDING PERMIT 13125 SW Hall Blvd.Tigard,Oregon 97223.8199 (503)839-4171 F'-,ERM IT #. . . . . . . : BUF19 4--033 DATE ISSUED: 12/'27/94 639-4171 r1� PARCEL: �:�1 1::;AA-0r215�L10 '.MTF_ AI>DREari. . . r. 16100 SW `7 PIVD AVu SUBDIVISION. . . . ROSEWOOD ACRE "i RA!I'S ZONING: I—L BL.00K. . . . . . . , . . . LO"f. . . . . . . . . . . . . :A REISSUE: FLOOR AREAS----- EXTERIOR WC� L.L CONSTRUCTION CLASS OF WORK. :ALT FIRST. . . . c 14460 sf N: S: E:: W: 1-YF'Er OF USE. . . .COM SECOND. . . : o f P-ROTECT OPEN I NGS?._.__..___..___ TYPP OF CONST. :1'3N THI1*dD. . . . : S IV: S: E: W: OCCUPANCY GRP. :B2 TOTAL..—__— —: 14460 s t` ROOF CONS I : F1 RE RE: I'? OCCUPANCY LOAD: 1 1 1 BASEP1ENT. : 5f AREA SEF'. RA,fE:D: 9TOR. : 1 FAT. : 18 f+, GAFRAGE. . . : sf OCCU SCF'. RATED: BSMT? :N MEZZ?:N REQI) SEfPACK5----_--- REQUIRED— F=LOOR LOAD. . . . :':0 psf LEFT: ft RGHT: fL- FIR SPKL:Y FMOK DET. . :lar DWELLING UNITS: FRN"F: ft REAR: ft FIR ALRM:N HNDICP ACC:Y DLDRMS: BATHS: IMP SURFACL...- PRO CORK:I I 1='AF21i I IVli: VALUE. `b : 1001110 Rema1^14s : Vet-ifone FinAnce— Tenant lmpr,. 378 s>q ft: expansion into wai,ehotlse Lwner __—___ FEES PACIF"IC REALTY (15SOCIATES, LP type imc),_int by date r^ecpt 15115 SW SCQUOIA PARHSWAY I'RMT $ 130. 5171 - 12/16/94 PL.CK $ 521. 33 — 12/16/94 94--2597, 1`IGAPD OR 97c24 F=IRE 1, 3iR. c:0 12/ 16/94 94-2597 I-hone #: 5PCT $ 4. 03 — 12/16/94 94—L597, H. L. GREEN 151 1 b SW SEQUOIA BLVD, SUITE: 200 T•IGARD OR 97;,24 Phone #: 624-7117 $ 169. 06 TOTAL Reil #_ :. 41328 ----- — REQUIRED INSPECTIONS This permit is issued subiect to the regulations contained 1n the Framing Insp Tigard Municipal Code, State of Ore. Specialty Codes and all other I n s t_11 at: i on Insp applicable laws. All work will be done in accordance with Gyp Board Insp approved plans. This permit will expire if work is not started 'BLisp Ceilncl Insp within 180 days of issuance, ar• if work is s,,spended for more Final ITit,(]eC-t ion than 180 days. r.L lt4 �» e'er^mittee SiL -At'_rr,e : r ' _ -00 f ed By LL Lull for, inspection — 639-4175 Commercial Building Permit Application City of Tigard 13125 SW Hall Blvd. Tigard, OR 97223 (503) 639-4771 Jobsite Address: /lD/dyn Az_ Office Use.Only. Tenant: Suite # Valuation• �--- PlancWRec Permit #- Owner: Pacific Realty Associates , L.P. (PacTrust� Map & TL# Address: 15115 S.W. Sequoia Pkwy. , Suite 200 Amroyals Required., Portland, OR 97224-7199 Planning. Phone: 503/624-6300 .Engineering Other -- - Contractor: H.L. Green Company r -7 C Address: 15115 S.W. Sequoia Pkwy. , Suite 200 Portland, OR 97224-7199 Type of const: Phone: 503/624-7717 Occupancy class:_ Sprinklered? Les No r/ —.�ntra tor's License ; 41328 (attach spy of current Oregon license) Sq. ft. of project: 3�; 5"7� Story (1st, 2nd, etc.) Architect/Engineer: John H. Romi sh Proposed use: Address: 2216 S.E. 24th Avenue Previous use: SG _ - Portland, OR 972.4 Note: Plumbing 1� mechanical plans must be scbmitted at time of y Phone: 503/236-6306 building permit application. J COMMENTS =p cant Signature & Phone number i Received by: Date Received: 7 /�� Permit# Account Description Amount Amt. Pd. Bal. Duey Bldg. Permit (BUILD) Plumb. Permit (PLUMB) _ Mech. Permit (MECH) State Tax (TAX) �V Bldg: Plumb: Mech: Plan Check (PLANCK) A Bldg: 3J Plumb: Mech: Sewer Connection (SWUSA) Sewer Inspection (SWINSP) Parks Dev Charge (PKSDC) Storm Drainage Chg (SDSD!;) _ Residential TIF (TIF-R` Mass Transit TIF (TIF-MT) Commercial TIF (TIF-C) Industrial TIF (TIF-1) _ Institutional TIF (TIF-iS) Office TIF (TIF-0) Wa,c Quality (WQUAL) Water Quantity (WQUANT) J Fire Life Safety (FLS) 3Z . Z U Erosion Cntrl Permit (ERPRMT) Erosion Planck/USA (ERPLAN) Erosion Planck/COT (EROSN) TOTALS: 1 - SIGN PERMIT PERMIT #: SGN94-0128 DATE ISSUED. . . . : 07/19/94 EXPIRATION DATE: PARCEL. . . . . . . . . : 2S113AA•-00500 ZONE. . . . . . . . . . . . I-T, BUSINESS NAME. . : RED DOT INC. SIGN LOCATION. . : 16100 SW 72ND AVE APPLICANT/AGENT: SIGNS IN DEPTH BUSINESS TAX NO: SIGN: PERMANENT (X) FREESTANDING ( ) FREEWAY ( ) TEMPORARY ( ) WALL (X) ELECTRONIC ( ) nTHER. ( ) BILLBOARD ( ) 13ALLOON ( ) SIGN DIMENSIONS. . . . . . . 15" X 9' TOTAL SIGN APPA. . . . . . : 12 sq.ft. WALL AREA. . . . . . . . . . . . . 600 sq.ft. (GALL FACE (DIRECTION) : E SIGN HEIGHT. . . . . . . . . . : 12 ft. PROJECTION FROM WALL. : 2 in. ILLUMINATION. . . . . . . . . : INT DESCRIPTION OF SIGN: Build a wall sign with copy "Red Dot Inc. " MATERIALS. . . . . . . . . . . . : PLEXIFACE F.XISTINO SIGNS. . . . . . . : 01 ELEC'i'_.ICAL PERMIT REQUIRED: YES BUILDING PERMIT REQUIRED. . : NO ADMINISTRATIVE EXCEPTIONS. : N/A PERMIT FEE: $ 10.00 APPROVED BY: DATE: 07/19/94 Permit No. �G1i1 q 1 G/2 CITY OF TIGAM SIGN PERMIT APPLICATION The applicant hereby applies for a permit for the work indicated or as shown in the aaoonpanying plans and specifications. '31GN Il)=ON ADDRESS: 1114 / 1r 5` ) ZZ WN C: -- NAME OF BUSINESS: �rt e APPtzc,Wr/Acaar: ,� �r aamPANY: The City of Tigard iaposes an annual. Business Tax .A-Lich mist be kept est on all persons doing business in the City_ Do you have a current business tax? YES ( ) NO ( ) U.L. Label " � PRDPO`M SIGN: (Check as many as apply) P FREEWAY ( ) TEMPORARY ( ) WALL EL IC ( ) CABER ( ) BIIXIY AF2J.) ( /) BAL OM ( ) SIGN DII"ENS-IONS: -.13� 'KIlp"Osa IFSe 1°/rr h - EXPTRMOY n ITE 1UTAL, SIGN AREA (Sq- Ft.) : ./1._' ' — W%II, AlMk (Sq- Ft-) : X067 WAIL FATE: E s�- ICQ(HF (Ft) : 1-7 _ - 1,17J171=C N FSI WAIL: 2�" �' ,� o �.� Aar nsmmMON: YES ( ) NO Type.: _ C7UPY: S 4 a i /P - MATERIALS: _a� --- EXISTING SIGNS: ACKINISMATTVE EXCEMCN: N/A ( L--Y'- APPROVED ( ) NOW MUCH AREA t ) i[UC�iI' (l� F IMNING DE PARUMENr — All sign permits must be acoompanied by a scalp Permit Fee: /0,CO drawing and plot plan. If work authorized under Receipt No: a sign permit has not been coapleted within ninety Approved days after_ the i_>suanoe of the permit, the permit Date: shall becxmie null aryl void. E.D=CAr, PUM-11T I CFIZM-Y MU1T I AM ME PBMI-RDED MNM OF MfF RBJUIRED: YES ( ) NO (L)' PFb pmy OR AN AGENT AUINDRIZED BY mid CX Nm. BUILDING PFFd'tIT - RBDUIRED: YES ( ) NO (vj" Applicant's Sig/nature - 1 . sw im[o @me rtwr�o L La N a r zN ® a ow— a SZY a cx �� z oma V)U) z LLIf— Q�w jl amv CE I ,AJ y � di O W C�_� Z /R� 0f Ll s� cn z 1) c) oma i LO w — ' w c======:l omt C) _CJ U t 0 z Q J N Q O r O � 1 i �R CITY QF TIGARD COMMUNITY DEVELOPMENT DEPARTMENT 13125 SW Hall Blvd.Tigard,Oregon 97223.6199 (503)639-4171 PLI..IMS T NG PERMIT I''ERIn I T #. . . . . . . : PLih94--r 1- 639-4171 DATE ISSUED: 12/27/94 F'ARCI'-.L: `S 1 13AA--0k1500 SITE ADDRESS. . . : 16100 SW '-(r.-'ND AVE 5USD I V I S I ON. . . . : ROSEWOOD ACRE TRACTS ZONING: I--L. BLOCK. . . . . . . . . . . L01.. . . . . . . . . . . . . :A ------------ CLASS OF WORK. . :(11_1' GARBAGE:. DISPOSALS. . : MOBILE HOME SPACES. TYF:1E: OF USE. . . . :CUM WASHING MACH. . . . . . . : BACKFLOW FIREVNTRS. . : OCCUPANCY GRI=. . :BL 1=1-001< DRAINS. . . . . . . . T RAPS. . . . . . . . . . . . . . . STORIES. . . . . . . . : 1 WATER HEATERS. . . . . . : CATCH PAS1N5. . . . . . . : FIXTURES- - -- - ------- I...AUNDRY TRAYS. . . . . . : 1 SF RAIN DRAINS. . . . . : SINKS. . . . . . . . . . : URINALS. . . . . . . . . . . . . GREASE TRAPS. . . . . . . . LAVA1 ORIE:S. . . . . :2 01`HER ' I.XTUIZES. . . . . IUB/SHOWERS. . . . : SEWER LINE: (ft ) . . . . WC41-ER CLOSETS. . :2 WATER LINE (ft ) . . . . DISHWASHERS. . . . : RAIN DRAIN (ft ) . . . . : Remar-ks : TL:NANT IMPROVEMENT — VERIFONE Uwner,, __.__________.._______.-----__________.____.....__________..___---• FE=:ES PAC'IF'IC REALTY tyI?e amount by date recpi 15,115 SW SEQUOIA PARKWAY PRINT $ 45. 00 JF 12/27/94 — 5PCT" $ 2. 25 JF 12/27/94 — 110ARD OR Phoi•ie #: C0ntr^actor: -.--_—---_.__—_—_.__--------------__ DEAN WARREN PLUMPING 3111 SE:. 131H PUH I LHND OR 97202 Phone #: 2jb--415 : s 47. 25 TO1-AL Regi if. . : 00172 - -- --- - REGLI I RED I NSFIFCT I ONS This perait is issued subiect to the regulations contained in the T op--ot_rt Insp Tigard Municipal Code, State of Ore. Specialty Codes and all other Final Inspection applicable laws. All work will be done in accordance with approved plans. This pereit will expire if work is not started within 180 days of issuance, or if work is suspended for sore than 180 days. 1-1er•In1ttee Signati.tre: .I ssi_ted Dv -, Dill for inspection 6:39-41 /5 City of Tigard PLUMBING PERMIT APPLICATION Planck/Rec. # 13125,SW Hall Blvd. Permit # Tigard, OR 97223 (503) 639-4171 - Iry ` , MINIMUM $25.00 PERMIT FEE + ST. SURCHARGE ram.or Dor.koeww ^ New Single Family Residences (only in > 0Z r l �,- "°"•• 0 1 BATH HOUSE$140.00 ❑ 2 BATH HOUSE$195.00 Job `- ❑ 3 BATH HOUSE$225.00 Address ar Fee Includes all plumbing fixtures in the dw-Jing and the first 100 feet �2 fes'i of water service, sanitary sewer and storm sewer. See fees below. wn,�ii,17 •.m..reww� FIXTURES CITY PRICE AMT Sink 9.00 "" "°'•« Ph- Lavatory 9.00 Ownar Tub or Tub/Shower Comb. 9.00 `�^&•'• Zip Shower Only 9.0L Water Closet 9.00 I No-Ir"M.•'°'ak-) Dishwasher 9.00 1� ,+ Garbage Disposal 9.00 Occupant „•�„p AM- Ph- Washing Machine 9.0u Floor Drain 9.00 zip Water Heater 9.00 Laundry Room Tray 9.00 w Urinal 9.00 x'. r Other Fixtures (Specify) 9.00 Contractor MW Aasw F < 1 I 'L 9.00 �� ( � ,J t - r✓ G 9.00 GIyY.rla. r;, IIAV 9.00 L 1 A Sewer 1st 100' 30.00 My w yr"' Sewer-ea. Addit. 100' 25.00 Water Service 1st 100' 30.00 1 hereby acknowledge that I have read this application, that the Water Service ea. Addit. 200' 25.00 information given is correct, that I am the owner or authorized agent of the owner, that plans submitted are in compliance with State laws, that Storm &Rain Drain 1st 100' 30.00 1 am registered with the Construction Contractor's Board, that the Storm &Rain Drain Addit. 100' 25.00 number given is correct. (if exempt from State registration, please give reason below.) Z7Mobile home Space 25.00 Back Flow Prevention Device or Anti-Pollution Devine 9.00 Any Trap or Waste Not I Connected to a Fixture 9.00 Describe work new (� addition alteration repair Q Catch Basin 9.00 to be done residential O no -4sidentlal Q Insp. of Exist. Plumbing 40.00/hr Specially Requested Inspections 40.00/hr Existing use of building or property Rain Drain, single family dwelling 30.00 g _ Residential backflow prevention devices 15.00 Proposed use of building or property _ '(Except residential backflow prevention device.-;) NOTICE 'Mlrimum Fee $25.00 SUBTOTAL O 1. PERMITS BECOME VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF 5%SURCHARGE e� CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED PLAN REVIEW 25% OF SUBTOTAL �-- 70TAL Special Conditions L Date Issued by BUILDING PERMIT APPLiC ATION 11T TIGARD DATE THE UNDERSIGNED HEREBY APPLIES FOh "PERMIT FOR THE WORK HEREIN INDICATED BUILDER PHONE OR AS SHOWN AND APPROVED IN THE ACCL,MPANYING PANS AND SPECIFICATIONS OWNER PHONE LOT NO. OWNER _JOB ADDRESS HOME ADDRESS ARCHITECT ENGINEER "rynrlt-..c_> � �. BUILDER ADDRESS DESIGNER _ STRUCTURE ❑NEW O Rf MODEL ❑ADDITION ❑REPAIR ❑RENEWAL [:]FIRE DAMAGE [-]DEMOLITION ❑ RESIDENCE []COMM ❑EDUCATIONAL OGOV'T ORELIGIOU;•❑PATIO ❑CARPORT ❑GARAGE OSTORAGEOSLAB ❑FENCE ❑BOND ❑MOVING OCONDITIONAI USE EILESIGN REVIEW ❑COUNCIL APPROVED OSIGNS OCCUPANCY_--.-,. LAND USE ZONE BLDG. TYPE__ FIRE ZONE __ PLAN CHECK BY-_ — HEAT _---_—__-- - — -'--- 1. t, mit i n, CC. LQAD -- FIQOR LOAD __---_—_._H QHT.._---------NO-5TURIE5-_ AREA----------NU- - I-0 I BUILDING DEPARTMENT SET BACKS FRONT REAR LEFT SIDE RIGHT SIDE I Petmlt -- THIS PERMIT IS ISSUED SUI3JE.CT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE. ZONING Plan Check REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE - -- --- WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH SUb total ALL APPLICABLE CODES AND ORCINANCES THE ISSUANCE OF THIS PERMIT DOE.; NOT WAIVE - - - RESTRICTIVE COVENANTS CONTRACTOR AND SUB CONTRACTORS TO HAVE CI"TRENT CITY BUSINESS State Tax LICENSE. SEPARATE PERMITS REOUIRED FOR SEWER, PLUMBING AND HEATING, Total B Y -- ------ L --------- APPLICANT OR AGENTApproved Receipt No DATE INBPP, TYPE INSPECTION REMARKS _ PLUMBING DATE rContractor Permit No. Rough-In _y Fixture Final HEATING Contractor Permit No. Gas or Oil Rough-in -. _ F Final to SEWER f•-- _ .. Final DRIVEWAY F.nal —� Storm Drainage (Rein Drain)Final E Sidewalk Curb&Street Final Approach BLD- DEPT. FINAL TIMPORARY CERTIFICATE OCCUPANCY Final G CERTIFICATE OCCUPANCY Landscaping 7 Zoning Final SEWER PERMIT �NY 15981 Unified Sewerage Agency of Washington County CITY OF Tigard DATE 6-29-78 OWNER : U. S. Bantaaust PHONE OWNER ' S ADDRESS: 16000 SW 72nd Ave. 0. I , P. 1' TYPE OF INSTALLATION: ,f Q' ','BUILDING SEWER ❑ BUILDING SEWER AND S'.DE SEWER TYPE OF OCCUPANCY: X ,tgE_W ❑ SINGLE FA'AILY ❑ COMMERCIAL ❑ EXIST. (PRIOR TO 7- 1-70 ) ❑ MUL.T. RES. )BxINDUSTRIAL FIXTURE UNITS DWELLING UNITS 151 ADDRESS OF STRUCTURE : 16000 SW 72nd Ave. O . I . P. PERMIT CONDITIONS : THE APPLICANT AGREES TO COMPLY WITH ALL RULES AND REGULATIONS OF THE UNIiIED SEWFRAGE AGENCY. WHEN CALLING FOR INSPECTION, PLEASE REFER TO THE PFR"IT NUMBER. THIS APPLICATION EXPIRES IN ONE:-- HUNDRED AND TWENTY ( 120 ) DAYS. THE AMOUNT PAIL? WILL BE FORFEITED SHOULD EXPIRATION OCCUR. 1511 DU at $600 ® $90, 600. FEES: less 26, 100. paid permits #15854, 15882 & 15853 PERMIT FEE Inspection $4, 5005E3alanr..e 5X$50. 00 CONNECTION CHARGE ___- L4. son, SIDE SEWER INSTALLATION _ B. Greene ISSUED BY OTHER / TOTAL a A4,7nn_ - APPLICA T OATS '- SEDER PERMIT N" 15984 ADDRESS OF STRUCTURE 16000 SW 72md Ave. O . I . P. — - TAX MAP _251 __13A _ TAX LOT 1 thru 12 , 14,1 ,5TEM f a tuna l� a r i LOT BLOC K OF E . Walden _ 6-29-78 __ " `` SD APPROVED BY DAT F I` F D BY _ DAT r O. U. 'S — 151 REMARKS Lhis permit is for final hook-up and DAT fees for nregon Industrial Park ____. 1 .16 n . AODRE5S (o G' _ =3�(} 'K� rr , PE MIT 0, c,z PERMIT CHARGE none J 0U%FR zltl `,.` "'—��, - CONNECTION FEE — PAID BY (- TYPE OF BUIlOING r _ DATE CONINECTED SERVICE RATE INSPEC:IION FEE ASO -- CONTRACTOR _ PAID BY _ DATE _ SIZE OF CONNECTION A55E5S(`IENT PAIS / IZ-/ice/ 7g - - - - - .._ --'�-- R -��•��-_C,` C� 7-_�-GC!)'C•l,�[� .. •..1. ��C.• �.�[�[.-�L�- MLSA3//��''.�rr�./_..� � -......,. _ .. 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