Loading...
Plans (3) MEC2O17 - 00813 RECEIVED OCT 16 2017 CITY 01=TICARD • BUILD1Nc DIVISION APOLLO IMPROVEMENT 7555 SW Tech Center Drive Tigard , Oregon97223 _, , ,.. . ..... x -z' '3` :mom.... . _ �V' :{ , 3 i'�s ; ? it. Area of Work 6 -y b^c`—�9' #-.'''' yK16, V' t ,wi V _`1f1 _ _..y rx �',4 "�.,a...».,..»... tea+ _ ,`^ Roe 6i Cp. .} "' t§+.- .a w*.: .-T?'. ' '°,..,..T.7-, .....7,.---- 44.4,--- .:. . If - - - / 4 �� �inhi _ter..- . ct; a it- .• .: •yam'A ..:.' :re'»a..w:n .. i ,',1..o. :_:4,-z...i-zroo--,.:-.,1,,--„&.--.*--"4,-.'"'''''''''':11tVlif4044§11441.021t4tr 0 4,, .n z ,K,-.1t,,,-_,•„4' �.e _ • ih L �a ,.:�°'9, • # $ s»a• .:.'406 .3 _..m.e.m ..._..e...._...2..., y{ ' • ym � adl?UrgR .d :t' ay�,j3s6 Y�y,r ^e«:':,''sem e..,� - 3rd a as �. '..;m.'..•a._. 1441 '�� .gx .�`a -�za &z+av? E . ague L 5 °tE, :. - r .., :°. :r -Ya n �r3 51,11.11: • • I ir • • f c'v ''''':::;::::1 ` i7 Tett Cts_ �....�`. Cas ad IC La X15 - ' r e h Center Drive ' , 4„, .,-....7 ' -..-.0,....v -Trgr CuItl n p.. 'tQO1 D . . 7555 So west t m ars � ��. .� � �� F • ry rater i t S Tech Center©r_ ' • Tech enter - - . • C. Y W e t CITY OF T MPLYAN REVIEVUED• FOR CO CE• ' Cochran, IncPort Plastics s Multi-Craft Plastics Approved: r • co OTc: l cisco IncTs • • • 6 rn�it#: _E 1' 3 • ,. ior LI aS' _ SuiAdt• �► T • T Gearh ad G;Garage • a $y; �` Date: Or��, n ;.EJctural ..peas Code S f r SVY Tech Center Dr •a �A:�,,�s: sc.a...�_...' zri-ai7 `za.�.,raits�aazearts .�kw�r.,a^e.....k...a�au.,vs_..- �t� ts Concrete of air' Steel �� ° �a �, q , a�� me � _� OFFICE COPY ❑ Special Moment-Resisting Concrete Frame VICINITY IV1AP E:3 Reinforcing Ste©l&Prestressing Steel Tendons PI StructuralWeldingFGgh-5trenghtGolfingSITE PLAN Structural Masonry El Reinforced Gypsum Concrete ❑ Insulating Concrete Fill El Spray Applied Fire-Resistive Materials ❑ Pilings,Drilled Piers and Caissons l ] 5hotcrete ❑ Special Grading, Excavation and Filling ❑ Smoke-Control Systems 0 Other Inspections i • i i I t /9GT •! • r\\\•• -1 I V , • "-!il , F S beSo24"G 9d 3so,0.0 V \---o-- , .. . ZAP Or IgGTA i p4 E,+u 0•10.1,,t• i CID �Q! .. i I _ �swi ''1}tkAfC r \ • (A) STswDPr2u smu.4 I _ , A} _0 1$`-(..$ l'-.0.,,7YP• f(61)`5'Clvs0A4G SrAe_g . 't 4e w/ ° \I5Q,o , w Ci..CA¢As:,� ono Bose caM?nu of• /9p . .0 1 \ - - _ I {I c j r i 1 ; - *.,,zi , , . ' 0 I _- 1°9* I . I e%'AN!!ON �DC Kra l 1 N - + •1- _ t + + '{- t '' } + /)g - . 1 krsc,E I • i -.� dro` y Ko' -- - s 141.4:/l S,f ,.. y 2.0' r 1 • $i I r ------ • + .4. + + 4. t -1- + 4 /1 --- • 8 •� I i .till 1. /Cop �. .._..----. it i. 1- r:/"1/7(-- Eenav GiSSIPf 7Q_ ! IV) q.t.,...--";:ls,rt":1„).4.L.,-- / ---`i.1_- _ �Y2, 4. ,Q -- -- — -- /6a-•-7.-- 1.,0:003::/. ; �oYiNJ 72.0 ' -'.:'- - -_,,,_____ _.c..4,. r �5•a � ,wG �G4 i 11P i �0 1 'E�i'M.�••n• •A 4�,Ga'N6,v.rAt4C .,: �, )ci.f 1,,C<. lag F i { 39. - �Et.B-tT'- • »- - Cgptrb,.UaY %? i �- rigL h.rq I s !8�ESrau 3rra.e S I I_ a • 614E '1PK►.NT -4 'QE'C'.••ZIp.wJ ,I. j 1__! t � a ue a s`o- (`IRE NYt7R1+r+1✓✓ !iii; � j ISO1aa 1 1 ` 10.0a 4 t-' ceN-re.sQ r R tV - -- f . -, • . _ , I I . SITE PLAN... -ate. s.- 87sra s N • s (,,p‘CIL nr 75s - 3%y e►t a ts-r - 'tiaR Zit3 13 ' `z13po'1W.c�ca— �� .. G�clec Mht.1- --%zir.. , .. I " a is so . I e APOLLO MECHANICAL or TM, ■ GENERAL NOTES% MAIN BUILDING STEL] PLATE 1. All PERMITS/APPROVALS AND FACILITY SPECIFIC DRAWINGS (Le. FACILITY LAYOUT rl#. 154' 17■ NECESSARY FOR PEDRMCT(S) ARE THE RESPONS1B11JIY OF THE CUSTOMER AND SFGl1, BE OBTAINED PRIOR TO INSTALLATION OF THE PRE-CAST FOUNDATION. 1 37'-8' 15'--O' 33'-O' " BOL? HOLE 2. RESI]RVED. {1YP.} �• BUILDING WALL J IR:- 3 . RESERVED. �l 4. SITE SELECTION SHALL INCLUDE CONSIDERATION OF WATER ACCUMULATION. 1 il 5. SOIL MUST BE CAPABLE OF THE NET ALLOWABLE BEARING CAPACITY AT THE • � + iiilik 0 ) 0 _ LEG PLATE DETAIL ENGINEERS NF R SPECIFIC DICATED. IF THIS DESIGN CANNOT RECOMYENDATIDN5.� CONSULT LOCAL. PROFESSIONAL AIRCA4 PRE-CAST �.1 B BULK STORAGE SYSTEM MUST BE SECURE. FENCING BY CUSTOMER. FENCE POST PAD (SEE DETAIL.) ` �Eiw� INOT TO SCALE 6 INSERTS ARE A STANDARD FEATURE. C7RN-1' 5'-0■ S'-0" I•MDL: REG MANIFOLD Ni�l BCR 7. FIELD VERIFY THE LOCATION AND DEPTH (OR HEIGHT) OF ALL. UTILITIES PRIOR TO CLEARANCE FROM MCMASTER CARR PART PAD INSTALLATION IN ORDER TO PROVIDE ADEQUATE CLEARANCES AND ANY EQUIPMENT 3'-O' CH. NUMBER: 9712K489 TO INSURE NO INTERRUPTION LSF SERVICES. (EYP. ALL AROUND) I I 2.437' FLAT LOAD I. 13,921 Ibk 1 1500 GAL. ' OD 8. STORAGE VESSEL. SHAH BE LOCATED AS SHOWN IN THE PLAN. VESSEL CAN BE 10'-a` ROTATED AS REQUIRED TO ORIENT ALL CONNECTION. VE SEL lE • ` 1 MIN.IDI THICKNESS 9. IF UNDERLYING SURFACE IS CONCRETE OR ASPHALT. ANY CRACKS THAT DEVELOP , I OVER TIME N THE UNDERLYING SURFACE ARE NOT THE RESPp}LSIBILRY OF AlRGAS CEXI vaporizer 3'-0 1 1' 4•� 13'-SKI' NOR TAT ENGINEERING. 0.278 .1--BELLEVILLE DISC SPRING i • • HEIGHT Ert'M 1 '"•••' ` +�'-6' S-0 HEIGHT CONSTRUCTION NOTES: • DRY WEIGHT .. 336 LBS Flt -)�� ..Cpl, V ONLY FINGER TIGHTEN NUT t•r HILTI HAS ASTM A-193 GR. 87 10. MATERIAL AND WORKMANSHIP SHALL CONFORM WITH APPLICABLE BUILDING CODES WEIGHT(ICED) • .• 3.611 IBS • - Z'-3• THREADED ROD W/ HILTI HR-HY 20O INJECTABLE MORTAR SYSTEM 10. BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE FOLLOWING STANDARDS: 0 -L—i_+ -'C) —e - (ONE REQUIRED PER LEG PLATE) ACI 117 'STANDARD SPECIFICATIONS FOR TOLERANCE FOR CONCRETE R 3187301 CONSTRUCTION AND MAMMALS' 9'_I i•--icor 5._ `_ 8-7) VESSEL LEC INSTALL ONEOYETSIZED WASHER UNDE�RRiE 1ANUT or ACI a 'BUILDING CODE RERUIRl7rlENTS FOPECIFICATIONS FOR STRUCTURAL RBNCONCRETE FOR BI11LD1 (SEE DEM) AWS D1.1 'STRUCTURAL WELDING CODE - STEEL' a. 20'�g14■ iii LEG PLATE MSC 'STEEL CONSTRUCTION MANUAL 13TH EDITION' T —' 11. PLACE NE PRE-CAST FOUNDATION ONLY ON SOLID AND LEVEL SURFACE WITH GRE T IF UN-LEVEL • w, : USE STEEL SHIMS TO POSITIVE DRAINAGE. DO NOT INSTALL ON WET OR.SOFT SOIL MINIMUM ALLOWABLE 4' BOLLARD (TVP.) F_4'-0' MAX. . - SOIL BEARING PRESSURE IS 1500 PSF. IF COMPACTION IS REQUIRED, IT IS THE SEE DETAIL (11P.) e : 3 :�.,' b SUPPORT BASE PLATE CUSTOMER'S RESPONSIBILITY. EXCAVATE ANY LOOSE AND UNSUITABLE SOILS UNDER ARGAS TO 4, • AND AROUND THE PAD. PROOF ROLL EXCAVATED AREA AND REPLACE LOOSE AND DETERMINE DUCT EQUIPMENT LAY 0 II T :'- a SOFT AREAS WITH SELECT FILL. PLACE SELECT FILL AS REQUIRED IN 6' TMX. LOOSE & LOCATIONSPACING . •• LAYER AND COMPACT TO A MINIMUM OF 98% STD PROCTOR, THE SELECT FILL.SHALL BE GRANULAR MATERIAL WITH PI BETWEEN 8 AND 20 WITH LL <40. PERFORM SOIL Q1.500 GAL. LIQUID ARGON VESSEL EXCAVATION AND COMPACTION UNDER THE SUPERVISION OF A TESTING COMPANY. _ • . B DRILLED ANCHOR BOLT DETAIL 12. COs` DAY ts'-D• HILTI HIT—HY 200 SAFEset ADHESIVE ANCHOR SYSTEM a. 22ER ULTIMATE COMPRESSIVE FIRELIGHT OF 4.000 PSI. (SPECIAL INSPECTION TYPICAL THREE PLACES b. CEMENT: METH EMENT RCAM; T)O, T.45YPE 1. _ 6' 7'-0• • - - 7'-0•----�6 SEE NOTE 13c d.Wl ER REDUC GCADDMIXTURRE.S ASTM 0494. MGRS LOGO NOT TO SCALE a.NORMAL WEIGHT AGGREGATES: ASTM C33. T. AIR ENTRAIN ALL EXTERIOR CONCRETE,_(ADMOCTURE ASTM C260) 5%VOIDS. STAMPED INTO ,3'-t}' 7'-B'-- 1_,,.,,_ ti +I ' • g.DO NOT USE CALCIUM CHLORIDE ADMIXTURES UNDER ANY CIRCUMSTANCES. CONCRETE - I I N.REINFORCING BARS: ASTM A815 SPECIFICATIONS. GRADE 60. DEFORMED, BEND BARS COLD. LAP ALL BARS AT SPLICES IN ACCORDANCE ACI 318, BUT NOT LESS $ L WITH ACI 1' ---- HOLE BOLT • THAN 48 BAR DIAMETERS NOR LESS THAN 18' UNLESS OTHERWISE NOTED. . t I • . d VAPORIZER HOLE (EYP.} I. NN PUC£ MIEBAR STEEL SLIALL NOED PROPERLY SUPPORTED E(CEPT ThAT MAXIM ACCURATELY • • OF ANY BAR SUPPORT 5FIA1L BE 3 FEET • k ALL EXPOSED EDGI� OF CONCRETE SFWi HAVE 3/4' 45' CWtiMFER. A • A d • I. CONCRETE SURFACE TO BE BROOM FINISHED . ' • 13. STEEL z A6—EGti.. " VAPORIZER LEG PLATE DETAIL a. STRUCTURAL STEEL: ASTM A36, PLATES AND SHAPES: 1 D'-0' 9'-0' 7.-1' 10'-0• TYPICAL FOUR PLACES b. RESERVED. NOT TO SCALE a: POST INSTALLED ANCHORS (SPECIAL INSPECTION PER IBC): • HILTI HIT-HY 200 SAFEsd ADHESIVE ANCHORING SYSTEM WITH ' TYPICAL LACATiON • Ali HILTI K1MIK BOLT HILTI 'HAS-C OR 'HAS-R' THREADED RODS. (1-eco-a79-8000). • OF •PICKUP POINTS . . . . VAPORRER LEO R - S5 304 .ESR-1917 • MECHANICAL ANCHORS; HILTI KWIK BOLT TZ, HDA-T.ANCHORS AS SPECIFIED. 4 PLACES. (EYP. ONE PLACE r'PROPER ANCHORING SYSTDA COMPONENTS AND EQUIPMENT FOR GIVEN • - I . . . EACH LEG PLATE} INSTALL STAINLESS STEEL TANK MUST.BE VERIFIED BY LOCAL ARCM REPRESQNIATNE . : FOIL UNDER THE LEG PLATE : . • DPI . VAPORIZER LEO PLATE • • ANCHORS MUST.BE INSTALLED PER•MOWUFACTURER'S INSTRUCTIONS McMA°EER CARR J25ik22 .,-,�,�ii.,�,�,_ TO ENSURE FULL LOAD STRENGTHS.. . 1'-5 ' ± T + ". — j�/S '�■ . GROUT IF REOIJIR® d. WELDING ElECTROOE - E76XX [� ZINC -TYPICJLL. PVC PIPE'INSERT f } 2'-Cl' 2'-0' - 't4' tyG NE S�� r ' . "h f WI - PLANT ALL EXPOSED AINC�110R BOLTS rani 4' O.D. 7 PLACES. 7O J '17• • • COATING OR APPROVED EQUIVALENT. RECEIVE s' r FENCE POSTS • �6"F_5'-0' 5'-0" 6'� ki �fiP fr • 14, RESERVED. I CuY CUSTOMER) LF SITE {g1A FENCE USATp ER IF Q ` 15. SYSTEM TO BE GROUNDED.. NECESSARY. PER LOCAL CODES.: IS NOT SECURE FROM 59551PE O VAPORIZER DRILLED ANCHOR BOLT DETAIL, • OUTSIDE PUBLIC. FENCE IS REQUIRED) HILTI KWIK BOLT 12 MECHANICAL ANCHOR 16. .PRE-C1ST•FOUNDATiON•IS OWNED BY AJRGAS MD WILL. BE REMOVED • • ��� £ t IF BULK GAS STORAGE SYSTEMA 1S REMOVED. • R • IN_ . TYPICAL FOUR PLACES • -E Z-'PAD.- .PLAN LJ E TA I L SEE Nor ATE • 17. .ENGINEER IS RESPONSIBLE FOR THE FOUNDATION AND ANCHORING DESIGN ONLY. • t GREG N *Oj1,, ' 16. SPECIAL INSPECTION OF ANCHOR BOLTS IS OWNER'S RESPONSIBILITY. II �r A B 22�"K�` R11 W/ CONC. AND i . 15 TOP BARO .. 8 TON 4 PLAIT PINS ` ROUNWTTH DOFF. a . . DESIGN CRITERIA • 16• a.c. EW. :� SEE DETAIL. - jYI� �� • Building Code: QSSC 2014 • . . - r 2' CLEF. • 1'_6■ . 54' CHAMFER - C • • GRIND SUGOT AtSCH 40 STEEL.ROUGH Wind Speed: 110 mph 1 --"-•" 0- 1€ AREAS AND EDGES • - v _ v _# U BARS AT 12" O.C. All.AROUND - L=-7` ? 1 �3 -S 4 PAINT'OSHA SAFETY YELLOW EXPOSURE C 18' Th 1/4' TOP OF FINISH GRADE Risk'Category: II I • . ' 1 - - . SLOPE. OR SURFACE MATERIAL SEISMIC:yds=0.720 g, Sd1 =0.444 g ' Lima + ,� CLR • irn�rl SOLID AND LEVEL SURFACE WITH POSITIVE f F CHARS 150E Gal.Vessel Height= 15'-B" CREATE A ROUGH FINISH DRAINAGE SHIM AND LEVEL PRE-CAST FAD. t7CPOSE AGGREGATE .• Vessel Full Weight=24,600 lbs POUR 11QUID GROUT THROUGH THE FENCE ,• t„ 13(x' POST.HOLES TO FILL THE VOIDS UNDER THE Q 11 CONC. ENCASEMENT Allowable Soil Bearing Pressure= 1,500 psf 1% PAD. (IF INSTALLED ON SOIL, SEE GENERAL T� • #8 BOTTOM BAR r NOTE #11 EOR COMPACTION REQUIREMENTS). O 12' O.C. LW. 1 •' ... '• l SW 1 �, '� ,•& 1 L.11 \\\ •-� /� \• `� 8.TON UFRPIG PIH MIN. DIAL SECTION A-A 2%. 4.4-1.1.--- PRE-CAST BY JENSEN BOLLARD DETAIL . NOT TO SCALE • i • i - we cas Pet °4L Tser °UE MYLN /07/17 CLW DRAWING PREPARED FOR T&T ENGINEERING SERVICES INC. 1,500 GAL LIQUID ARGON STORAGE VESSEL NOT TO SCALE ""''�`o I 1 9/07/17 DRAWING ORIGINATION -' ` aoe N. OHM=NY 4601 WESTWAY PARK BLVD. AND AB—EG VAPORIZER ON EZ—PAD FOUNDATION a.w T1s 177733 NSA1111130 HOUSTON, TERAS 77041 i ...--_...,. , ?•"°'":...,„ ocyv,nl ru -.._ (832) 787-8523 APOLLO MECHANICAL 177733 .' ' anAIrawl s°°"'pany nuripadannaO.Ib.00m 7555 SW TECH CENTER DRIVE, TIGARD, OR i