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Plans M EC2017 - 00813 RECEIVED OCT 16 2017 TIGARD APOLLO TENANT IMPROVEMENT 7555 SW Tech Center Drive BUILDING DIVISION Tigard , Oregon 97223 illi 'r•d'i'A.'117M ''LW-- r•:A'''''''';r4:“:IW4: 5'Pit4'5411:*l'''tSf';'TlfPX:V6t:3R.:;W.-jigrYkNili.5f,t.eV&N.,:,/fr;„_-,y,%:npi,F,*•' ''''qtRelf, 34:444:00A_,,, TartitV7,11Nergifit . *K51:47:47iiii44,11,1hitiktle3grOgRaNliffilliVEIN5g41050W4P,' ..'",,irli/A141,,.S;ir. .,-, ,,,,1 P, .:„.,.., ...tmfi. ..,_ ,, ititIZ 4V'F..:'''114$31404,14'.•,:gglifgkiligNfl.301*-114:11.5i14*.qt4R -Vili.„ '.1• -7,Prilv.:ok.i. .;". ,,ti-- .1,---,0.e.,1 ,• EV!4:Sta***14.1SigitiNVEDittiTIV12020,4gittigaif4.5.011akti,,,..., 411.,Ale,i; ' '1.t" i176.k. ;: :: ; ' 7; ' ;m.,it,;j,:,:;g,i,,t;.,*.::.r.o;,.t..,T,t,45:;,„,,_7,-xti a4,,,,viit.„,,-4-,.. ..:::„;,.,,gE4ftz4 ,.. ,,,,,,,,,,*i.., '2S•V'''',"4:4,'W.Vi'*+:43:'7V4IN.2V7.5 .N.h,'4,':,,',ili;i:.,,,,,S.4',;44.Ligif,,/,44/1.,,;41/1.:,,,,,,,•,,,,,,i,1.i,,,, lg/tVt:A'aFt'f-a4ZRF:t:e'3:::;';:'"::A.021ZfEkt:iIt'::ZqMP143i,a4::g1:,r!'„i'jtiat:',af;4;ita", $nt3',10,,AV4,t,ft•::iQtLticgf:'tITAP:4;';•'bl:itiirig9 Ps ht25, ,- 4.,1Ki141141'1 ': -'2,::ifjVi;i64;42::4N;i5JttRi:::-stk:t?2;Zglt.f:.12,1I*45.504.4,-4yAirchg:TR,J,14,81.,i1FiZil•,,,A.;1:.ina7'n,:' '"``,=:4''"",,-iln-163,:10Y4fit.;:ii§!:-..N7:2-7..";q74i5;NF-Lliff:,f44.4-7:1".Y.r,P!ff.-TAVE--54.;:t4-CP.c.3.;.ANF4f:1",.....It;;:WI,c-Z7-,57.. . :- 7, ,1W4iiti•TiV*. 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OTC: 1: ] , . \ , ", AOP, Permit#: EC-2 , - (----c-i'c- 1 Cochran, Inc Port Plastics 0 0 ''''Q --. .•,, '* •• • \,., , \ 11.°45/W10% -.....11 ow ,, = Address: <7) . . „..-.- , :..-,-....t,:i, ,-„:..v-4,,,* lu, ' • 1 --,, --73tv.relg-4.4 ,,......„ ,....., . .-.L...f.‘„,4. „ Suite :• . a . Gensco Inc ,;„,--, ,, iswriA, 11111,-' , .,.,. By: icifiet Date: th5i1.7 , '.:4V-S9Tfr..' ,fr . ...—.. \„ __---- :,-,..54,..f .„ ,,.• . .A., ..-a 4.,'...S...«.417,4 itiWig , ..). ' SPEI - ,,4,,.t.ti ,..,./ i .1... . # fi.:-...4:?,‘smi,,.-,... „, -..,_;j.-.-.,--,-- ,,,..„-„,4,N41,-..„:, ...,.:1*-TF4,-4X ' •'1''''- Gearhead Garage • v' .. ") ...- - Center Dr ' '''',:r..,,,,,-;:47f471-1'=-4r.X.F .„ef_C-4'14.-. ....7,:er44,:,„,f,:••=t;';;;ui.,:::::,:2-,,,,.,-..,.,«44.-1,-, ,r, .- - I-- - 2,rez.. -ht-,...._7-: ,. - — ,.. ...., ,_nctgltryRECDod.-e 4:16T-Rti&I-', 147.47.4,1,41:=1;111;:175:4,7- iitv?:!k-;-,4-isy'41,:tmit:71- ---.4a4.17.4,„-r,ityiNeiyigir,..- i ,, „...rw.o.ifroa , &few z. OFFICE COPY ,- __ , w/t5,, ' -,:,•::, .,,,,411,10 44-- *Ei. . ' , .:. , ' S!...far,V '`.1-,,, , . IV,,,51,,t,in,.,-, 't ,.....rt,,,..... . 0 Concrete a, r RairfOrCifIg _,., , ,,,:,, ,,.14 State of"1,.ir''rk;'‘cttl-t.,.sc. ctas.-:,- - • ,...«. 4.- -«,- SW Tech Cente ti,...1....i.., ,,...„, ,, it •'its instaiied in Concra,,, • ,.„4,:a•au,,,F,,,,,.........,......, LR.. VICINITY MAP 0 Special Moment-Resisting Concrete Frame 0 Reinforcing Steel&Prestressing Steel Tendons 0 Structural Welding 0 High-Strenght Bolting SITE PLAN 0 Structural Masonry 0 Reinforced Gypsum Concrete 0 Insulating Concrete Fill 0 Spray Applied Fire-Resistive Materials 0 Pings,Drilled Piers and Caissons 0 Shotcrete ' 0 Special Grading, Excavation and Filling 0 Smoke-Control Systems 0 Other Inspections ___. I • • I is - II f90 1 N 3 • :I , \\\*""'" ."''"*"""'".,=...= ,tg,.., 1 1 s et 301.4 r• o 33 0.0,0 }.trlO Of ta6TA4�h+p r.0,44.‘ .. �� ._•. _ ,' � 44: _ 1fs1.� M17RO it-tA � ttz. 7 1 "---- Ar,p I \CO+ '92 j Octo s i7.0 a . A f 1{- f9) `+T15.'4.x'1-0",YY? (.1) TA•wAtSp SrAwS -] - ' • . i 'x.411, t. ,a ' :,1,\S0.0fr+'xsCo11(1 I E wti.CAicr+Y st1 ` �/ 7Ao roaccSIII. o¢. X90 1 .. �I _A''. :-1 ? ' - -..,� tan r--N TLL771PPN' F • IU 1 a 13 `� ! . 0 1 L_J L__a ,8 i Z F • 1 18 1 fik IS& , . . ( v • i Mg oAN S dM Delve- N • + + . a- + + . 'i- -t "' + + /7$ 1 1 k tst..E. I i ..',-40'-o• a(O-o. , .. t f tGas4�ISt! yo' v 20' _ 676 iii .n 1 ' ' A _ . tS • + t _ +. _ t + + + s / �' • r ______1 ... r-...-- ' 0 ` r � - 1 1 . i ' o fi� r ' xg�tov��hasr l G1 X70 /�'D Mme-ST ' ! ! i`� • - / Povwseavr 7 72.0 •7 ,ma-_r._ 1, 1 f;) ',. Ca+Nee not a 7 - Ili "-------______\.....NS«7 -to' +--/ -r6 o P�.a7twG /GG } J t i/ / rPOI las' i , .- D � ��ot.aw� ,G 1 i .1 f./.4., vxa Eyaar.t<Poot.. I . I tibL.\\\I r•- _.. - °O (•,gp4bul�aY in j IrG/�` t ixrsD i it-% "PETE. 1‘0,,•",43". I i !e)SY+sr.w 5r4ais I - - L .� ,cc�,xf W� a 1 uea s'o` p t , WQC P 'a a.b. ` 23 �1 7twA �tQe�A1R� HYDRAN? t t j �_ pLAH --, . _._..., 2 f " \ 130.00 •`�-. . . 4,1:_ �,.—e• 1 O.O ,�r��, `-r. �: \ IO pe 1��1 2 v� n.n' S. W. C C .N T LIZ f7 t2 l V e- -3s'"- --t S-" TECH I • t , . 1 t } SITE PLAN.,• —o�-r. — S7 ams N s t.r.et� AT 7555- �v1'tT�d CEN-r , 'DR 13 13 , y - Geo uc'' M Rc.v..._Nz t o o • 1 • o IS � bo . i I • GENERAL NOTES; E APOLLO MECHANICAL 1,s THICK MAIN BUILDING STEEL PLATE 1. ALL PERMITS/APPROVALS AND FACILITY SPECIFIC DRAWINGS (Le. FACILITY LAYOI�} M114" 154' 17" NNE 0 PRIPERMIOR TO ISN)SA E T E RESPONTHE SIBILITY CAST F E CUSTOMER AND SHALL , [ 0—37'-8' 15'-0" [ 33'-O'-0---- BOLTHOLE ( ) 2. RESERVED. 4� BUILDING WALL Jr. 134' 3. SIT RESERVED. LTT 4. E SELEOTIOH SHALL INCLUDE CONSIDERATION OF WATER ACCUMULATION. 7 11(: ' 5. SOIL MUST BE CAPABLE OF THE NET ALLOWABLE BEARING CAPACITY AT THE • *NW o 1 1.500 GAL. VESSEL LEG PLATE DETAIL EN ITIS INDICATED. I C1111 s►GN S NOWT MINEIS`IUS TIIONND. CONSULT LOCAL PROFESSIONAL MICAS PRE-CAST - dlr1 • TYPICAL THREE PLACES 6. BULK STORAGE SYS1T]A MUST BE SECURE. FENCING BY CUSTOMER. FENCE POST PAD (SEE DETAIL) "•••••..,....... CTR 0110,111k \ R3'-1' 5'-0' NOT TO SCALE INSERTS ARE A STANDARD FEATURE. 1' DUAL REO MANIFOCORB2 -r BCR MCMASTER CARR PART 7. FIELD VERIFY THE PAD INSTALLATION IN ORDER TOTION O DEPTH PROVIDE(OR ADEQUAATE�C°F ALL LEARANCES AND CLEARANCE PRIORES TO 5-0' MDL: FEC7CCORB2 ��.. NUMBER: 9712K469 TO INSURE NO INTERRUPTION OF SERVICES. FROM FLAT LOAD - 13,921 lbs. ANY EQUIPMENT -3,`O. CH•RT MAX OD 8. STORAGE VESSEL SHALL BE LOCATED AS SHOWN IN THE PLAN. VESSEL CAN BE (TTP' ALL AROUND) I T S00 GAL. ROTATED AS REQUIRED TO ORIENT FILL CONNECTION. I r r VESSEL a 1 MIN. ID [THICKNESS 9. IF UNDERLYING SURFACE IS CONCRETE OR ASPHALT, ANY CRACKS THAT DEVELOP CEXI Vaporizer 3'-0" 'J�` 011.1.0\ �� . ,� 13'- , �— NOR TIMEOVER ENGINEERING. CEXIE SURFACE ARE NOT THE RESPONSIBILITY OF AIRGAS A6-EG-MF 5-0' 0'278 -I BELLEVILLE DISC SPRING • • HEIGHT - 11'-11 a""""':S '_g• HEIGHT' CONSTRUCTION NOTES; . DRY WEIGHT - 336 LBS. Fli -I "DNX. ONLY FINGER TIGHTEN NUT 1"0 HILTI HAS ALTA A-193 GR. B7 10. MATERIAL WORKMANSHIP SHALL CONFORM WITH APPLICABLE BUILDING CODES -47-SSEL . WEIGHT(ICED) - 3.611 LBS. • • 2'-3, �� THREADED ROD W/ HILTI HRAND BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE LLOWING STANDARDS: _LI_-*-- � � I • EON REQUIRED MORTAR SYSTEM CONSTRUCTION AND MATERIALS' ONE REQUIRED PER LEG PLATE)87 ACI 117 "STANDARD SPECIFICATIONS FOR TOLERANCE FOR CONCRETE I 1'-1Of4' Via LEO INSTALL ONE BELLEVILLE DISC SPRING AND ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" 9' 5'_a " - 8'-7/4" EXTRA OVERSIZED WASHER UNDER EACH NUT ACI 318 ."BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (SEE DETAIL) AWS D1.1 'STRUCTURAL WELDING CODE - STEEL.' 20•_914, iiia LEG PLATE MSC 'STEEL CONSTRUCTION MANUAL 13TH EDITION" • • • • • • GROUT- -' _- GROUT IF UN-LEVEL 11. PLACE THE PRE-CAST FOUNDATION ONLY ON SOLID AND LEVEL SURFACE WTH • 8 -..i. '. .. ' . . USE sTEFL SHIMS TO POSITIVE DRAINAGE. DO NOT INSTALL ON WET OR SOFT SOIL. MINIMUM ALLOWABLE 4" BOLLARD (TVP.) I 4-0" MAX. • . 3 SOIL BEARING PRESSURE IS 1500 PSF. IF COMPACTION IS REQUIRED, IT IS THE SEE DETAIL (�•) o r . • .., S. SUPPORT BASE PLATE CUSTOMER'S RESPONSIBIUTY. EXCAVATE ANY LOOSE AND UNSUITABLE SOILS UNDER NRGAS TO 4; AND AROUND THE PAD. PROOF ROLL EXCAVATED AREA AND REPLACE LOOSE AND DETERMINE EXACT EQUIPMENT LAYOUT , .°- • a' SOFT AREAS WITH SELECT FILL. PUCE SELECT FILL AS REQUIRED IN B" MAX. LOOSE LOCATION & SPACING • YENDCMPOHIIMUM �8STD PPROCTRHESFSHL • EGRANULARMATERIAL WIT IWAND 20 OSELECT SOIL • O 1.500 GAL. LIQUID ARGON VESSEL EXCAVATION AND COMPACTION UNDER THE SUPERVISION OF A TESTING COMPANY. • B DRILLED ANCHOR BOLT DETAIL 12. .CONCRETE 28 15'-0' • HILTI HIT-HY 200 SAFEaet ADHESIVE ANCHOR SYSTEM a DAY ULTIMATE COMPRESSIVE STRENGTH OF 4.000 PSI. (SPECIAL INSPECTION • TYPICAL THREE PLACES • b. CEMENT: ASTM C150, TYPE I. e MAXIMUM WATER-CEMENT RATIO; 0.45. - --8' 7'-0' 7'-O' -S"— SEE NOTE 13e d.WATER-REDUCING ADMIXTURES ASTM 0494.• NOT TO SCALE E.NORMAL WEIGHT AGGREGATES: ASTM C33. F. N AI WAS LOGO 1'_4• R ENTRAIN ALL EXTERIOR CONCRETE (ADMIXTURE: ASTM 0280) 5X VOIDS. STAMPED INTO 3'-@' 7'-B -- '— 3'-@' g DO NOT USE CALCIUM CHLORIDE ADMIXTURES UNDER ANY CIRCUMSTANCES. CONCRETE •jIi.REINFORCING BARS: ASTM A615 SPECIFICATIONS. GRADE 80, DEFORMED. L BEND BARS COLD. L LAP ALL BARS AT SPLICES IN ACCORDANCE WITH ACI 318, BUT NOT LESS B t' .=-........ - 4" BOLT THAN 48 BAR DIAMETERS NOR LESS THAN 18" UNLESS OTHERWISE NOTED. VAPORIZER HOLE (UP.} J. ALL BAR STEEL. SHALL. BE PROPERLY SUPPORTED AND HELD ACCURATELY • ` IN PLACE AS RECOMMENDED BY THE ORSI, EXCEPT THAT MAXIMUM SPACING . • + • . .. • • • • OF ANY BAR SUPPORT SHALL 8E 3 FEET. k.ALL EXPOSED EDGES OF CONCRETE SHALL HAVE 3/4' 43' CHAMFER. Ai-47 T • A - z A 1. CONCRETE SURFACE TO BE BRDaM FINISHED • • i • 13. STEEL t• • • AB-EG VAPORIZER LEG PLATE. DETAIL a. STRUCTURAL STEEL: ASTM A36. PLATES AND SHAPES: 10•-0• 8,-O" 7•-1• I I 10•x• TYPICAL FOUR PLACES • b. RESERVED. INSTALLED ANCHORS . NOT TO SCALE o: POST (SPECIAL INSPECTION PER IBC): • • : : • HIL11 HIT-NY 200 SAFEeet ADHESIVE ANCHORING SYSTEM WITH TYPICAL LOCATION • )4 a HILTI MIK BOLT HILTI 'HAS-E' QR 'HAS-R' THREADED RODS. (1-800-878-8000). • OF PICKUP POINTS . • LEG • - SS 304 .Tit-1917 •.MECHANICAL ANCHORS; HILTI KWIK BOLT IT, HOA T.ANCHORS AS SPECIFIED. VAPORIZER 4 PLACES. FOIL LARDER THE LEG PLATE ONE • PRO ANCHORING SYSTEM COMPONENTS AND EQUIPMENT FOR GIVEN PLACE PER tHSTNL STAINLESS 51E[1 • LEG PLATE) TANK MUST.BE VERIFIED BY LOCAI.AIRGAS REPRESENTATIVE . VAPORIZER LEO PLATE • McMASiER.CAItR 3254k22 �'�� • • ANCHORS MUST.BE INSTALLED PER•MANUFACTURER'S INSTRUCTIONS TO ENSURE FULL LOAD STRENGTHS.. •. • I'-•Se ..- n .• GROUT IF REQUIRED d. WELDING ELECTRODE - E70XX 8• i. ± I "r.- G��G3 r fes'n oMBm2 HENT `.;�' �I '++i • e. PAINT TTING AU. EXPOSED EQ BO TT WTM ZINC TYPICAL PVC PIPE INSERT 1 I 2•_ •Z�• ��LOL1N V/Q ,1 •:.•, t 4' O.D. 7 PLACES. Tp XII- 5'-0' 5'-0'�B'� ♦ • �4' /ji ; `. 14 RESERVED. . RECEIVE 3" 0 FENCE POSTS • • (BY CUSTOMER) IF SITE �(gY CUSTOMER IF Q �� 15. SYSTElA TD BE GROUNDED, IF NExfSSARY, PER LOCAL CODES.: IS NOT SECURE FROM �J9551PE © VAPORIZER DRILLED ANCHOR BOLT DETAIL • • • OUTSIDE PUBLIC. FENCE IS REQUIRED) • HILTI KWIK BOLT TZ MECHANICAL ANCHOR 16. 'IF BULK OWNED BY AIRGAS AND WILL BE REMOVED / IF BULK GAS STORAGE.SYSTEM IS REMOVED. �� ,-� •'------'-,- a) �"�� TYPICAL FOUR PLACES E Z—PAD PLAN DETAIL A _Nt. ' SEE• OT NOTE' E • 17. ENGINEER IS RESPONSIBLE FOR THE FOUNDATION AND ANCHORING DESIGN ONLY. I • `% OREG N •.,°� 18. SPECIAL INSPECTION OF ANCHOR BOLTS IS OWNER'S RESPONSIBILITY. 'PP.. "P fi-iyBE 22a c1- 8 TON LIFT PINS ROUND, FILL C. D 05 TOP BAR o P . . DESIGN CRITERIA . 18" 0.C. E.W. 4 DETAIL �A S WITH GROIA ITEM. Building Code: OSSC 2014 F z' CLR • 1•_B• i' CHAMFER ' f� GRIND St•40 OTHALL RROOUGH Wind Speed: 110 mph T r 0- I L� AREAS AND EDGES • I - V -� H U BARS AT 12" O.C. ALL AROUND �'r ` t;Z�: T PAINT OSHA SAFETY YfLLOw EXPOSURE: C I 18' I } _ • • _ ✓f 1/4' TOP OF FINISH GRADE Risk Category: I! •iimal i I nmr +.. S�E OR SURFACE MATERIAL SEISMIC:Sds=0.720 g, Sd1 =0.444 g3' CLR3CREATE A ROUGH FINISH SOLID AND LEVEL SURFACE WITH POSITIVE ► CHART 1500 Gal.Vessel Height=15'-8" j DRAINAGE SHIM AND LEVEL. PRE-GIST PAD.EXPOSE AACGRt3:A1TE 496" POUR LIOuID GROUT THROUGH THE FENCE F.��• ,, 136. POST HOLES TO FILL THE VOIDS UNDERTHE .:i.., CONC. Vessel Full Weight=24,600 lbs I ENCASEMENTAllowable Soil Bearing Pressure= 1,500 psf 18 BOTTOM BAR 196 PAD. (IF INSTALLED ON SOIL, SEE GENERAL r NOTE.#11 FOR COMPACTION REQUIREMENTS). • 0 12. O.C. EW. .c life JJJ • .•e a• ! 15' 13,42" 4 \,. ` SECTION A—A B.T'ON UFIUIG PIN CAST MIN. DLA. �=`# '- • PRE- JQ�E" BOLLARD DETAIL • • NOT TO SCALE RE' p/0E PLY oas my dQFCLW DRAWING PREPARED FOR TAT ENGINEERING SERVICES INC. 1,500 GAL LIQUID ARGON STORAGE VESSEL NOWT TO SCALE la"' 9/0717 ! 0 1 9/07/17 DRAWING ORIGINATION AN i«. Oman m 4601 WESTWAY PARK BLVD. AND A6-EG VAPORER ON EZ-PAD FOUNDATION ns 177733 NS HOUSTON, TEXAS 77041 ® (832) 757-x523 APOLLO MECHANICAL 177733 anAIrUqul ecompany nsripadonnoOslb.00m 7555 SW TECH CENTER DRIVE, TIGARD, OR I