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14600 SW 72ND AVENUE-9
***„ob No. 1. 201 SABRE CONSTRUCTION CO . ROGERS MACHINERY CO -9 INC . *** Z C3 NJ I h►-1C3 ak Vt C 3 EE9U T L__.n I N0 C-,'"nE 1141F' � F�1'''1AT' ZONING AUTHORITY : CITY OF T I GARD DESIGNATED ZONE : !_. 1 GHT I NDUSTR Ii AL , IL SETBACKS : front : f t « - side 1 : ft . side 2 : -ft . rear : f t . LOT AREA: 3 . o'21 Acres , 13-01 , 551 . 2 sq. f t . PHASE I DEVELOPMENT BUILDING AREA: % ( 5. 13 Acres Total A. C . PAVED AREA: i. pruNcr t y al-ea) Other paved areas : TOTAL PAVED AREA: '! WALKWAY AREA: is LANDSCAPED AREA: 15 w! of Phase I Development NUMBER OF EMPLOYEES PARKING SPACES: regal ar spaces : g' x 20' 68 ea. handicapped sp : 12 ' x 20' 2 ea. compact spaces: S. 5 x 16' 18 ea . total 88 BUILDING CODE INFORMATION: OCCUPANCY DESIGNATION Office & Machine Shop CONSTRUCT .TON Tr YPE V N & 1 1 N BUILDING AREAS: NUMBER Or EMPLOYEES: STRUCTURAL DATA : Design I_ i vc- Loads : Roof ( snow load ) . . . . . . .. . . . . . . . . . . . . . 25 PSF Wind (basic wind L one) . . R . . . . .. . . . . r a 80 MPH , Fxposure "B" Seismic Zone? . . r . . . ■ . . . . . . . . . . . ■ • . . . • .. 4 Sci 1 Bear i ncI Pressure . . . . . . . . . . . . . . . . . . 1500 PSF ID J. -we 1 ss --i cz-3"I V4 FEE 1 A L.- R E z L-1i- E 1~'t I�N T' All work designated on these drawings and speci f i cat i ons (notes) is to be performed in a mork-manlike manner in accordance with the plans, specifications and as, a minimum requirement the specified Building Code. Bidder shall bid all work shown and specified or risk, disqualification Bidder shall thoroughly familiarize himself with all e>: i st i ng si tf' and construction condi t i c:ns . The Engineer is not responsible for on-site supervision unless spec i f i cap 1 1 Y 1 wo 0A, , III � III � � � i � � epi i � � � � i III � � I III � � i I � I iii ilk ilk III Iii III IIS Jill iii Ili i i iii iNi il � il � iii iii iii i i i i i � iii iii i � i iii _i �� � i � i ISI � 1 � �I I Jill I I I�r J I -I 1 1 f Iiiii . OF I LME D NOTE : .[F THIS MICROFILMED _ DRAWING IS LESS CLEAR THAN ,HIS NOTICE, IT JS DUE TO t. THE QUALITY OF THE ORIGINAL 09 ZZ LZ Z 4Z ZL Z TZ Z 6T Si LT T i i T T T I T 6 8 L 9 DRAWING. I I '(' I Illi fill IIlI (ill illi IIII II,i IIII IIII IIII IIII IIII IIII 111) Iill illi IIII 1111 (Iii IIII IIII ill. IIII IIII Illl��.,y[�III IIII Ili{ 1111 ,I11� Illi Ilii _, Iilf f fii 1111IIIIIIII-IIII IIII IIII IIII Ilii IIII IIII Illi Illi till Illi IIII IIII IIII IIII fill Illi IIII Till III! 1111 ILII ., , .w. i ***Job No . 1 ..201 SABRE CONSTRUCT T ON CO. ROGERS MACHINERY CO. , INC . *** retained for that purpose . The "American Institute of Architects" (A. I . A. ) forms wi 1 1. be used for all required constrccct i on documents. Submit ( 3 ) copies in addition to these copies required by the contractor , of the required submittal items . All %construction , methods and materials shall be in accordance with the Oregon 1982 Structural Specialty and Fire & Life Safety Code minimum requirements . The contractor shall coordinate all i nterrel at i ve sub--contractor work , required for the completion o� the project . Submit all material substitution requests 14 calendar days prior to bid date . 1 %,- 1 s 1 01'7 E► 3: T EE Wim_ '1- Excavations and backfill : All footings to rest on firm original undisturbed soil at minimum depths indicated . Report to the Engineer any unusual bearing soil conditions including evidence of any soil fill . Maintain ma;; amum slope of 2 horizontal to 1 vertical from edge of footings where undercut is required . Shore retaining walls or delay backfill until concrete is 28 days old , minimum. Compact backfill at over--excavated locations to 90`/ of maximum density rer U. 8. C. standards 70--1 and 70--2. Structural Fill Structural fill shall consist of clean well ,_graded sand , sand and gravel , or crushed ,►cock . Fill shall be placed in loose lifts not to exceeding 8" in t-hi ckness and thoroughly compacted to a dense, non--yielding state . Fill shall be compacted to 95% of the MaX i MUn dry density as obtained bar ASTM D698--70. Submit compaction tests per4:orme.d by a qualified testing laboratory to the Engineer a.nd to the Bui i di ng Official having jurisdiction verifying degreE of compaction Geotelx ti l e Fabric : Gec,texti l e fabric to be Mi raf i 140N., Drainage Fabric . Construction Materials Co . , Inc . , 603 4th Avenue , Suite F, .:i r k l and , WA 9803-77, ( 206 ) B29-6-2500 . Asphaltic concrete : Compact base and leveling coUrses to rye % of maximum density in 3" lifts maxi mum. , Deposit asphalt with minimum hand raking , -in .2 " lifts maxi morn . Roll or tamp compact for 92'x: minimum density, insuring that the finished surf'ace in non-porous end without ridges or other defects . Storm and sewer- drainage: Comply with current Oregon Uniform Plumbing Cede minimum regUi rements in addition to local regulations, for all work . Sizes indicated on plans to be minimums . Systems are to be designed by bi ddE,- . Submit shop drawings for Contractor ' s review, prior to starting work- . 2 N s,. i • Ali EIS � I � � I � � I � � I � � I � � I ' I I i� I I I 1 III I I I I ( `' `'- -. �.• .. I i I I i I I I ! ! I I . 1.� ! � 1 � 1 � 1 � � I1I 11� Ili 1 1 1 1 1 , NOTE : IF THIS MICROFILMED 3 4 5 'T 1U 11 12 DRAWING IS LESS CLEAR THAN THIS NOTICEy IT IS DUE TO THE QUALITY OF THE ORIGINAL. 09Z $Z L Z Z Q Z Z Z Z I Z $ 6 I I Ll T T i T I 11 i _T6 8 L DRAW I N�'; i UNf�-. 41 ) 1990 Illllll!IIIII IIII IIII IIII IIII IIII IIII IIII 1111 II IIII .w ov r — — ----- ---- — ***Job No . 1201 SABRE CONSTRUCTIGN CO . ROGERS MACHINERY CO . , INC . *** Di vi 1:-� 1 C=) M 7_71; CC3hIGF,:IF_" TE . Make arrangements for an owner-provided concrete test for each structural pour e>:ceedinq 5 C. Y. any retesting shall be provided by the contractor . Minimum concrete compressive strength : 3000 F. S . 1 . -in 28 days_. Comply with A . C . I . cedes and standards for all proportioning , placing and curing of concrete. Reinforcing : A . S. T. M. A615, grade 60. Lap splice 45 diameters at continuous locations. Welded wire fabric : A. S. T. M. A185, wire : A . S. T. M. A 82 . Accessories: provide embedded A. S. T. M. A3O1 anchor bolts , zip-strip type slab contraction joints, and other accessories -�s indicated or required . Verify exterior wall and slab finish textus-es prior to concrete placement of those items . D1 v1 S 1 or, I MAriC311%Ji-: Y _ Concrete masonry units : A. S . T. M. C9:_>-70, grade n , hollow with sand gravel aggregates; F ' m = 1350 P. S. I . no specialinspection required . Mortar : 1982 U. B. C. type S. Reinforcing . A. S . T . M. grade 40, lap splice 4:i di. amet-?rs min . Grout : 2OoO P. S . I . per 1982 U. S . C . ; groat solid all vertical cells and courses containing reinforcing . Bond : all running bond unless otherwise indicated . Cut no unit to less than 1 /2 stretcher length . , Accessories : provide waterstops, a>:pansion or control joints and other accessories as indicated or required . Open web steel joists , H Series, A. S. T . M . A3O7 , based on a ma;, imum allowable tensile stress of 30, 000 psi . Hot rolled structural steel : A. S. T. M. A36. Cold rolled or formed steel : A. I . S. I . 55 K. S . I . yield . Structural steel tubing or pipe: A. S . T. M. A5O1 or A5. Bolts or rods: A. S . T . M. A3O7. Welding : A. W. S. certified welders usi. rg E7OXX electrodes . Galvanized metal deck : A. S. T. M. A245 or A446 , with A525 690 zinc coating . Prime painting : shop pri .e all non-galvar. ized structural steel members with zinc chromate. Plan* Wall Panels: 26 Ga . galvanized steel , pre-finished on both surfaces , pattern Butlerib , Bll , finished as follows : a. Exterior Color - Butler Tone " Gulf Blue " b . Interior Color - Butler Tone "Light Gray" C . Trim Calor - Butler Tone " Gl. ate Blacb-: " 3 . ,,x_ a . „ ,..; �±• '*xe„ _,}Ra•..e►- ..^ eauw.t' a..:,.<, y, «, ' _:_ '• r°ice",TM'i` .y.„r� ; Fu! wu � ' F'h•`�: ^, (+. 4:r :... - k .."IF"*" < -- - � � e �' ' ., ..,. �A '�to 11 � �..'2`-�.,<. -•-_..., 'y":�il4N 111111 r • � i � t til III I � I � III III III ISI ISI til I � I t I Itl tit Int ISI ISI ISI ISI ISI 1 I I 1 I I I I 1 I I tlI i I_I.III Iii I illI J1I1� iIlIIijiI i1lji , �1l NOTE : IF THIS MICROFILMED 2 4 J ISI I til I t � ty� l�� l ; _---- .•. _—_. _ __ � .. ` U J 1 1 17 —.L --- — — DRAWING IS LESS CLEAR THAN THIS - - THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGD9AL - ilii Eu«luii Z�iiiliu9i ZiuiliiiLi Ziuiliu9i Zilii 1iiu4Zai�li�I ii iZiuliiii ZiiiiliIlu ZiuiliiuIZii�ilii�i Ziiiiliii It iLT iliii ili lI i I III T DRAWING, 9 T11 �� �m �F,11111111111,1Al, i�iliiiuiliiluii £ Z Ir r iiuliiulu��rii1116 x JUNE � 1 � 1990 i ***Job No. 1201 SABRE CONSTRUCTION CO. r�LGERS M,11 HINERY CO . , I NCJ . *** Office Wal 7. Panels : West Wall : thermal manopar7l wa1I system , Butler Mfg . (`:a. North Wall : 2"Stywa.l 1 11 --fluted wall. syi- tem , BUt l er M g . CO . Finished as fol low: a. Eyt.er i car Color �- B��.�, ' ter Tone " G�c7. f B). ue " ,, b . Interior Ccl or -- BL.rl- 1 er Tone " L- i ght Gray z s i 4,-3 W C3 C)I=s t_� ' ' F--z U F---:�� T c31-11 Light framing : S4S douglas fir-larch , grades Cis indi c-* ated . plywood :: al 1 panels with D. F. P. A. grade st Ernp 5 grade as indicated . b the y � "Simpson Strong-tie " o�� as app Mroved equal Y Framing connectors . Engineer . Treating : All members i n contact with -.-oncrete or rx►,�snnr �, with 7. n 12 " o{ grade l. shall be pressure preservative tr-e,� ted . All unprotec ted wood members i in r,,oncoaib +able ton -7 truct i on shall be fire retardant treated . Wailing : Cc,mpl y with U . B. C. chapter ?5 minimum rf2cl ri remP- " 'Framing connector hardware schedule and other as indicated . �? r•0 . " .» W -�'" � ,�' W "` _.�_ -A�' F"t. �A F�l �1--1 F I i'^1 �` .. Apply waterproof i ng indicated , or as rpc'om+,,end''d for the specific .. PP Y � substrate4 according to the m,-9( actUrer` 7 s printed i nstr�.cct i ons . Caulk: all fenestration perimeters with elaEtomeri c silicone or poi �•sulf ide seal ants , color to match adjacent- frame finish col. nr • vel:: Building Paper /Air Fi l tr� at i on barrier car 1. 5 i b . felt � Intall Dupont y over all e.,: ter-1 or plywood sheathing . InSulation : faced Shell of metal building : roof ;� ' th :i ��: , Wal I t, fiberglass . ( . 0o32 white vinyl ) . 101 , - : t o have R- 1 1 4 -,01 ' ?�f ?� a Exterior wall of Rooms 1 ? , fiberglass batt insulation with v!�. or barrier- . Interior walls of rooms 105 , 111 , and "d i co na�f F- 11 fiberglass batt insulation with vatpor barrier . r , 1 1`x 104 1 _ =j �, 1 i �, . . ;. and er to have Ceilings of .room 101 � � � {�' ~ A 1 1 R---19 f i bergl ass batt i nsul tai on vii. th vapor b a.rr i er- . Install integral vapor barrier �t insirn.�s�rfofee.�, posecl vapor battler Verify f 1 amespread rating and .smoke density Y to be '2_5 or 1 ess and 450 ma;: resper`7 1 vel y. Roof i ng : zwith a Provide 2_6 ga . gal ►rani wed metal roof ng , prepainted fluorocarbon or siliconized coating , pattern Butlerib IZ : Exterior color - BI.Itl er Tone Interior color -- Butler " Light Gr-- ay " Roof accessories: Provide vents , curbs, flashing , s�::yl ;. `��ts or +ether a indi �-��}ed or regvi red by the U. B. C . or mechanical wol- k . 4 - _ JA 0 ` i 1 1 1 1 1 1 1 1 1 1 I I . �. 1 I - I I 2 � ri-11111111111 i Ir i III I i 10 11 1,.. Lo NOTE • IF THIS MICROFILMED 1 �-�--- - -- -- --�— DRAWING IS LESS CLEAR THAN - -- THIS NOTICE. IT IS DUE TO I THE QUALITY OF THE ORIGINAL Z Z L Z Z 4 Z Z Z 7, I Z Z 6 � Li �9i I i E � T It `�i 6 ' 8 L 9 4 � S Z i „ DRAWING. �� �: '' ° �1 II Illi 1111 IIII Illi 1111 Ill1 IIII IIII Ilii fill IIII IIII fill Iill 11111 . � � ill fill 11111111 �llillli �llll�lillllillllllr►.�s�lI� IIII IIf111111IlliIIII11� � IlIII1� IIIIIIII I!!I IIII lllIIIII IIIIIIiillllll IIIllllllll11111111111111111Ilililll ,llllllillll ilillilli kill.. { t /wrwr*vsaw01, M M -. ', ►°"_ ***Job No. 1201 SABRE CONSTRI.lCT I Cts! Ca. r�GGERS MA `�-I1 �!F`�;''� CCI . s INC. *** D 1 %%.r :L ss _1 c-ir-w G D(3EJF:;� tn� t'%J .I7, W I V4 V,. LA) E-3 M Doors: Provide hollow metal openings meeting ,- - andard chm 1 74 for custom word: or sd 1 100 69 for standard Unit- s . Provide L!. L . or F. N. labeled uni t �_ f re .--ated l oc_ at ions as indicated or required . Design roll -Lip doors for a 25 P. S . F. 1 oath rig . Submit shop drawings for all doors ia.11d f r_--imes Include hardware schedule for each . Windows : , Provide A. N. S . I rte. A. M. A. certified _j e�: c I. - i vel Provide anodized extrusions as ; ndicated reyLti. (Td . Anodizing color to be bron-Ze. Provide tempered glass at locations ream rPd or i ndi ::ated Provide a 5 year extended warrantee aga,7 r, - +' seal F ii 1 urc of i ns,-cl at ng glass Units . Finish hardware : Provide hardware from the fol l ct.N,i ng mani c'f acturers. Butt hinges Lc�;.,jrence Taro=: . , Mck i nney C1. osers Lock=ets uchl age ' DI , Sac-gen Latchsets Schl age , �73-ar genf: E.; i t devices Won Dupr n . +,orb i n Thresholds Pea)ko, Refs=Ya Edi --fold Grants Sta^ ley, B " 1 1-3.4 H7div ? r Stops Glynn Jahn inn , Corbin y � Gypsum drywall : Provide drywall products and ac_cessor *. ,e�' -;" r-om the samp manufacturer . Install per U. S. G. drywall manual. unless it conflicts with manufacturers ' printed instruction. . Resi 1 i ent f 1 oor i ng : Provide I '" x 121 "x 3/3.`2" vinyl composi t . f-+n tile Fed . Spec . SE- T--3 12-29 Type IV. Match e.; i st i nq tile whPre noted on finish schedule . Layout pattern to minimize tile dims. '._ ass than, ;'Y" Provide 4 " high rubber base meeting Fe--i . Spec . S5T_W--4() , Type I Use straight base at carpeting , _.Z3, ed or 4_ --pset at all other ; verify color- . Provide waterproof stabilized typ(� adhesi : and cements as recommended by the manufacturer . Carpeting : Provide adhesive speci ical ly recommend Fi.,,d' '- ar the .intended substrate by the carpet manufacturer . Provide carpet transition strips at ch,:�r grz of f 1 cc-ir covering m teri al , and other accessories as required =r- i nd i r_ at ed Painting : Paint all exposed or semi --conceal ed ntjn "-' , ref i n i t7iined si-ir-f aces . Include galvanized and primed r«rface-=: . iso not finish paint metal framing unless specifically di re,- t: .c_I _ 5 ;L Moo "NNRFM ir .. �r.Ml' � , � I , +p :.R. � -.......',...._.,�..V.� .._. ,--V-....rte. r � •�~ ` r 111 ¢ 111 l � lll � l I � II111 1111111 1111111 111 � 1 � 1 11 ► I111 11 � I111 1111111 1111111 I � � � � I � II � � I � IIII11 � � � 1 � � 11 � 11 � � � I � � I , I � I � I � i1i � � li ��,�,+ � � � �� 1,� 1111 � 11 � 11 � � I � I � 1 � 11 � I111 i1i111i '�_ .-......._ �.- - �._. .. - - . NOTE : IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN � THIS NOTICE, IT IS DUE TO r. � THE QUALITY OF THE ORIGINAL --- _ -� 1111, DRAWING. S Z 8Z Z SZ Z oZ Z TZ • Z 6I I LI EI i I t 1 C + 8 L 9 1, Z 1 :4 w, r �- I( I Illi fill Ilii (III illi 11.1IJILZIII119 11 IIII IIII IIII illi Illi IIII IIII IIII illi IIII IIII IIII IIII IIII illi IIIIr�. 11111111111111111111111,llfl II Illi II �ll ��� 11"1"1 1111 illi illi IIII IIII IIII IIII 1111 II11 IIII Illi Illi IIII Illi IIII IIII IIII 111. 1111 IIII IIII illi IIII Illi f 'zt JUN 1 990 .... M _ _.... . . ..rt .A1.Me:#wr ..........,..T+-_.Y�u'j�": .' ..'-.� .. � 'q' o �l:V.'a`-ane-.r^-rr,-xrx-:'•�R�r _.,.....�►•w,�,ai. 1 ' ! � " ***Job No. 1 X101 SABRE CONSTRUCTIOhl CO. ROGERS f4ACf-1INEBY CO. , " NC . *** Acoustic panel cel i ng: Lay out � ' x 4 :` tee grid , square with watt l , l_ c; ori ni mi ze panels less than half vj:i dth or length . NOTE ; Uc-e semi --recessed , Boom 102 . Suspend grid with 8 gds. gal. vani Led , r-inneal ed ks�i r-e at. 4 f t . Q . C . each way and at y i ght fixture corners . Install suspender) acoustical ceiling system in accordance with U. B. C. Standard No 47-18. Acoustical material to match existing in areas of addition . D z %.e ± s z C::� M 14D Si`EC,-` 1: Q._. T T_ T' • To: I et and hath accessories: Provide bated ena,-21 finished met e l tci 1 et and ur na. 7 ;part i t i o, ,, s with back-up plates at accessories. Provide floor braced toilet partitions , unless otlier►.vise i nd i cited ; by Sanymetal a Benner , Metpar- or approved equal Provide stainless steel accessories indicated , from single manufacturer : Parker, Bobri cif or approved eq;,_t,aI . Provide mirrors with a 5 year e-,-,, tended warra.nj- ee against ' silver ' deterioration . Provide grab bars in locations indicated , minimum gine set per sex, ,, D z �.�► 1 s 1 o r-A 1 S F:--m E c: JC onk L_ r-- c)lr rm—r rz ;. _l E� T I c3 I%j Pre-engineered structures : ; Designed , detailed and manu.f act cared by Butler Manu f act car i ng Co. Inc . Kansas City, Mo. Refer to the manufacturer ' s engineering data manual . Hoists and cranes : Coordinate substructure for the hoist " s " or crane ( s ) as indicated or required . Verify operating clearances to all othe-- hui. 1 di ng components prior to installation . o r-i Z15 General Comply with current U. P. C . and U . M . C . rpilUi. rements for all mechanical , prlumbing work and fire ; r(-.itection work . Submit unit product data -. nd i cat i ng sizes , cap ar- i t i es , weights and efficiency rati ;-igs. Submit system drawings indicating uni. t ' ocat i. on C.7" interconnections, b MEMO• .� • 7 J k • r ` 1l ' I iii iiiI 11111111 iii iii ill � � � iii i � ilt � i � � � � l ' iii ill iii iii iii i i � 1 i i 1 tie i .l� ill i �,� li i iii iii i � ili � i iii ili � ilili � i � • . . .,.._._ ., ,� .1 I I 1 I I I I 1 � '' • � I I � � � � I ( � '. M' NOTE : IF THIS M ICROF I Lr4E D 1 2 3 `) a DRAWING IS LESS CLEAR THANTHI -" - ---- "; t SNOT ICE, IT IS DUE TO :�. � ' • THE QUALITY OF THE ORIGINAL DRAWING. OS 113 8Z LZ z Z �TZ Z 6T Illi IIII IIII IIII IIII 111111111 IIII IIII IIII IIII IIII III) IIII till IIII IIII IIII IIII III) IIII IIII IIII IIII IlllrJ U 1990 1 . �llil IIII IIII IIII IIII Illi 1Ni �l SII fPit III! IIII IIII Ilii IIII illi .III III( illl IIII IIII IIII IIII Illi IIII IIIIIIIIi IIII IIII IIII III! IIII Illi IIII IIII ,` , :, #` 4 ,, ».,. .. .,,..: Ifni►. ,.. ***Job No. 1201 SABRE CONSTRUCT i ON CO. F.'0GERS tI, ')C_H I NER,Y CO . , 1 NC C . ex ter i or penetrations and other recIP_ci r-ed ht.' i d i ng prr ri s i nns . Methods and materials : Do not cut or notch any structural membre Zvi th_,0"_. pri C31-- di rest i. an from the Engineer . Slope all water lines to drain .. Lavatories, water closets and urinals by El _j er- . Janitorial f i tures by E1 j er or Pmeer i ran St_ -?.ndard . Provide washerl ess fixture tri im vihere app ' i. c ab l e . Cast iron soil pipe & fittings : A . S . T. M . a74 Standard steel pipe, schedule 40: A . S . T. M. al'20 Cast iron screwed -fittings : A. S. T. M . a126 Seamless copper pipe: type " k " Seamless caper- tubing : Type " I " Wrought copper solder joint fittings ," A . S . P . b 16 , 22. ASB Soil Pipe; Schedule Ate; ASTM '.2661 PVC soil pipe, Schedule 4r_.1; ASTER D7%,665 Trenching : Minimum width IS" at all areas ;:,here pa.-v, ;-ig , wal_ks , bi.;i 1 di nt- and structures are above. Backfill ire acr, ordance with StructUf-al f i i ( Division 21) ( No testing required ) . General : Comply with all applicable cedes and reqs,.-I a•t 7 ,Mns .. Submit data and calculations indicating with "Maximim Lighting Standards for Pic', ? i r. rB. Ui ldi. :igs " -- Oregon Administrative Rules, chapt . 814 . Electrical service for neva pl antlot -'; ice e:; par:=moi cin to come off ex ,> and add to existing service panel . located in Room 115 . S,/stem to be designed by bidder . Submit shop drawings for Contractor ' s review, prior to starting work . Submit schematic drawings indicating circuit e. ses , 'Loads and phase balance criteria. Methods and materials : All devices shall be U. L . rated for the intended ;.r..se . Provide 3 prong grounding recepticzl outlet throughout unless otherwise indicated . Provide conduit for all wiring requ..' red h<< the code including telephone , or ether signal lines . Verify power- supply to all mechanical �?nd other- buti l di ng e ,it-+ i pment prior to schematic submittal . Trenching : Minimum width 18" at all areas where paving , walks , bu i 1 di ngs and structures are above. Backfill in acc—ordancn with Structural fill (Division 2) (too testing required ) . 7 •� T ili � l � Ali ili � ijc ili ili Ali Ali il � il � ili ili ili ili ili ili ili ili ili ili ili ilil � i � ili il � Ali � I , il � ili ili � i i i i i iii il � i� i. iii illi i ili ili il � lili ili � ili ililili • . � ;, •,.,�.-. . .�-._ _._ _ _._.__.______..__ _ - ...,.... ....�. . . i I A I II I �_ � NOTE : IF THIS MICROFILMED Tf `*' �') I � � 1 � 1 lr � DRAWING IS LESS CLEAR THAN —' - - — THIS NOTICE, IT IS DUE TO THE QUALITY Or THE ORIGINAL IIll9 Ulllllllli1�1�(,(.lllillllll IIIIIIilllll (i'llllll IIli �llliillllllllll Ililllil �llllllllllllllllillilllr�1 �,1�I IriliIl�li IIlllll! Illlll�(lll�i bDRAWING. ( IM ILlllll�lll9ilillllQ Ut _ l11IIIIIZI1I 1I11 1,1. 1111 _, { , JUN 1 ) 1990L ., ffiv 1._._1 +: : 11=11 *- ii'' . "4!l�, !1!1lA, f •, +:v ,.,w, r . - .. I �� � i _ Y� it / ���- (' ��•'1 .y i 4r1- p a•� E •.1 l� •IY 11 M fill �- S. 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BY _ TITLE --_DATE _ I • '` �` a , � .,._�,..j..�.� P�Z�P E.R.T'Y AREA "': 5, 13 ,c�,ti— #R S _� E 5 __ PHASE- X: A RF—A = 2 �r �'�G1�� to z���i r�l'� �'r 1�31,i�' (�W��X�J°NS�'N `-�N 2 4 ca • 777 ' j)r�jF'IP ,, ,�I �j �ju2�•e� �r-.� ry�►.�� � t-��.�i�•+t� caF wwltfiMc�+�r�•L►�latit� rw�+�c c..trr AG0 WORTH PARKING LAW; 000TINO 2' CULVW AWP, 1 N/C �DATF r7E ASoON 8v SABRE CONSTRUCTION CO. GEf\ERAL C.ONTRACTOvl:_� BUTLER METAL BUILC')ING`_-:) 7225 S.\/V EIONITA ROAD PORTLANC7', bREGON '+ PHONE 539 -4141 ZIP 97223 41& . . ...w .-..fir+ CPAkNN BY A.W. R, FaROJEC T FOR — _ c:s-*CKW! sy --- R G FERS �,A A C H I N E: R.Y C 40 ! CPAW 413 TITLE JOHN R. LC'�11jA/ �"M't' I t/y.�����\i � lAy. 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P1-'(�f'\dE 639 -4141 71P y 72!':� M I I�M n Nall q of oF.n�.K o p° o ;:� A.W Q PAQJE-C T FC1Fa FAM G» - GC-IM P�4C TE"p 9G% -9.9 `'"r <� ,rJ ,� t 9orc • x I �pll --_ '� ►.F ES - - ROG F.RS MACHINERY CO. , ING. IIII'. 7_1 1H �{ ��•��.�•�_ 11-'� t 3. W. 72 U2 FORT Lr.*�t 0 / CtRE&ON -U 01 C7Rl>a1JVtNC3 TITLE JOHN PC LOW - ��► '� �__ _ S ! T E P L A N � � T YPICA L P,4 V . .�n.T>�. mow., mac. t�3- 4 r4 E?�9 r 3 _ RETAI H I WALL MINT Sic. 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('rj..d 2'x I M�.7 Xt�,� x I /q, 5t'ft 1 AS - Astragal. --- wit t9 � U t� `N v, a Tl tk IG + S• { ]� W'V. a .. _ _._-�--------.- .._ AT - Acoustic Tile, 9x9 or 12N12" 1 —+.-....,.- . ..._ • _ ,.,,.,�... 2`KZ' 0 tom! A j K !A7t. -- P% USE f%'r�i Z'11►#� - Finish MI-REG � � `I ®9y GvRR+tr'rl�. VG7 r�.4mcH e-A1i57'U - _ - - _... -- - -- ---- - --- iT ' PROM pt.r� �.�t'fRY JAL - - �' E. . - nts1 ��, � BE Baked Enamel �- B7 Joints P��4Et,.G X1r-sT'& 'r G ,G, yyM J - Byt er Manuf acture , Compa N'1J .i-� E 3 '� �'f , -I BMC Rti I r c� �. IO MAIL & I _ - - -- -- - - - -- I __. _ _ G.G.B. f'A1 t4T --•------� ..r ,.._-.. . �1 �1.��T t f ��t ,� G - C - Broom. (non-Air.) Fin 1st Bronze --- •-- -- • -- G 1�., 4. I � ra.�+: , c, CB Concrete Tiro -.__ --- - - --' CE Concrete Exposed � 10 5 -1 E•r-a ray J. + _ __ -- V T� , �' i _ •" - .-- .�jt"--XIST'G - \ ; +` «+_ �- }R Mew 8r. 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VWKVa -�+ - - I- H ( HI ___. _ __.__ __ _._ ._- -•__-- - --___... _.__.Y_ i - GB. PA�lM' WONE� _ IG Cr -Gx 8`-d" + I V2H1-• HM - Hallow M al _ HO HoId Ope_GraHW }Iard Wood Z 10 -U X 12 D - - -- i -- IC - Integral. Color aIZ\/I •- ,. _ __ - _ ---- -- --- - -- --,-- --_ - .__ - _- - - ---- -� - IG _ Insulatinn lass 1I�1VV VT► ' nock Dowt�v i r_ I -- - - - - F' 1�it 4' Gr t3, r*lHT AP MON. M,�7GH l�.KI's3'flµc>r� , �, ' I KP - Kick Plate . �` ,�. _ LC Lultino�us Ceiling i E- � �I `� 14 -U `X12 • � D Nb'V� � LK LockSet ..• ._. • r:_t _ - Xr, phtt�iT' hiPhtE , \ Imo_ �+ LP Late Pail i LT LatchSet � fG '� ; •- I ••--� � ,.. ' " �'' C t' � H M tLV Louver - PF_ �"'1� MS - Manuf,acturers Standard -t - Not i !iContract Tit NGC- Noe)-clear Glass ��� O �1C�i .• �, KU � - I - ----- ...�-.----- � - --_ - __ __------ -- - ;---;--.-..__._ ---- --- , - _ _ _ ..:._ --_�---- --,.�-�. _ � _._.- -- ___ __ OF - Ow�,er Furnished fI s t Pivots D , i G,H, i°�hI NT NO h• E $ Howe , �q IPa' ,4_p�� _ 01 fi Lr e 05 -n t o S t r�c is —- — _ x I _ 2!o GA. Nl ETA-IL - - - - -- -T-- - -i --_ - - _ - - - - _ I PC erne Coat 01--]-,,, -•�- I PE int Enam e 1 - 7,-�'� H1 F G, NT (`4C�hi { �-i i Iv'-p"x I¢' -vu ! p r- --_ _ ____ _ PF Pref ilii s�lest �ra►NG. G5 - Loc Pli Pretiung H - �-- PL Privacy it H. its 1 ---- -- - - - - - _ - - _ - - - - - - _ Operated 111 _ PO • 15- N Pa 1 ink; - ushr Yull H� PP P __�-•_ , _ Partial Wal. ' ! p PW ! Rubber Mat RM Ruhr _ N j 7'-Oki i �, � y• _ ! �fF:I7 -k.. 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' W�!.._ __._ -_ __ _ � -- - T SV .eet Vim j 5�E ✓ i�'T�i -- r<fC1�T� -- EX!�'1''Cs - cam,�. 1- f f1•i"t" ry p�!'.5�`;' tf. . ��Ct;rT T - . i �, a • K & =�: - -- - -- - TH Threshold r /a. - _ I G '� c S T 'Wt� �T UC Tape Ony t,e(i '(�G - .. - Undercut P - IV. - --- ' Tile W E 'GJ7 E, UN Unfinished tNg7hl-l. htE1,N VI:.T• Vinyl • -�f'•--s T 13 I -- _ •' VP Veneer Plaster �•��..____________.._._ �_� � 1 _ VW - Vinyl Wall Covering., ,,. WA - Wainscote WD - Wood __.._T..-___ _ WG - Wire Glass ;Clear) a WP Wall Paper WS - Weather Str a.l,pink, -- i .- ..._._. ,. Wk - Window Wall W. I u � _ x12'-p' - --- - - '? . - AFL } I 5T"L f - '71 H.M. —�- ------ JOHN R. 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INC. tic PORTLAND, OREGON JOHN A paw �_ FOUNDATION PLAN � v ooNwwT�wr! tNiNwlm�,•, n'rc. �. ! ��� �a I i->'+.lc 9 w QIcvl.tt� IEfDta_Pv�uit »EE7 `�'-`'N" "'M`A�' Fl �F � NORTH SECTION PLANT ADDITION 3 a 10 00- .$.!fir u.._ +uiif►;�"'iD I �• " 5, 7 "r' p ' l l i�l l l V I I I (I I I I I I I I I I I I I I I I IIIIIII IIII! I(IIIIIII I I I I I I I I I I I I I(I I L I I I I III(III V I I I I� III(I I! III I II I(I I I I I I I I I I � I I I I I`I E I � ijl•j 1 1 1 �I-I � IIIIIII IIIIIII IIIIIII I I I D I �... I 1 _ 2LI 1 I - � `1� _ I 1 , NOTE: IF tHIS (IFA MICROFILMED _ ��� -- — IIRAWiNr. IS LESS CIFAR THAN -- THIS NOTICE, IT IS DUE TO _ _ _ _ _ _ • THE QUALITY OF THE ORIGINAL g Z Z LZ Z 4Z Z Z Z 1L Z 8L y LT i T [ t i t i 6 i 1�11 DRAWING. VIIIlI I , III IIIIIIIII IIIIIIIII IHIIIIII IIIIIIIII IIII JUNE f. 1 'J 1 000 t C 1 7 i 1 T iILcp 22'- 7!4! 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LOCA/ CONSULT~ amm"tumm INC. < � I { 4; ^ '�J C . -, FOUNDATION PLAN Vo A w 9st yk r'w WXL O"A^Fv I J 9" T AC7ATLAUjn C7�POCM: O.7�f C-F ' - - - F2 - 16 SOUTH SECTION PLANT ADDITION NNW , Mtil III Ilit III IIIlilIIIi Iii ii i ► t iii iltll,J ilt ►liIlitillll1 Its Ili ilia t1i1 il1Z ilii i1i4 ilii � ii � 1.1 . �} I1f � � i1i �NOTE: IF THIS MICROFILMED DRAWIM iS LESS CLEAR THAN -------- THIS NOTICE• IT IS DOE TO __ ---� _ THE QUALITY OF THE ORIGINAL £ t, Z LZ Z 4Z Z Z Z IL t 61 p11 I GT T t Y I ` ��L � T T II fj g L�9 9 r 1: I L 1 H u� "`� • DRAWING. IIII llllll!il IIIIIIlII IIi111111111111111 Illlllill (hill II 11 ill, lllllllll iii II i I i �Illt II t II I I II i I„IIIIII,IIIIIII I I li I I I IIIIAll I l i I I I , I IIIIIL, li i IIII IIII hill I I lil II II II iilil III (iii ilii II I' I III II :SIJ iii I Hail IIII I illi Ilil(il i i I ill I ill ill iilillili i iiliiiil�ftltll. iiiiliill r. JUNE 1 1990 '! 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'c.74ZR M-0077T^L 4Ir (OUT)' 1401.CA5 1"0 �-I,P. 15 A,IL�. PRDJ. 2 2a D M. K I x Is" T Cid11 41W 4-gz!-V' -��4xr 12!for–livs (Nor) Im I J. 2W (404-6, PtAi,6, ar 1%ue 14 COX&'-J' 101 -605 It )to 4 all _40 nn►c DACE .E il_eo l;,WZjXVr Al 140,65 1 rox A/F-3 L& k P 4�- lip 10)*4y.4 r ) rr (�?A9 :�/Fb e b,5 .6 e e>5 SABRE CONSTRUCTION CO. F� i 4-6"s-4-te it" 04,K ':5141 F,,N.(Fs9*!16�6.15 c H M 15, I'Z"A t., lokzz 3 GENERAL CONTRACTORS L73-ITLER METAL BUILDINGS 1 (4) ve Im -V/cp,' IIT i ==-4 "� K 1>.K 1'ac.Ilk$ w (2) :�/4 xlzaj. so, 722!73 S.VV 21ONITA r-,0AL) PORTLAND , OREGON /T6P M_wli6r,�Km, wd", _ RHONE. 1839-4141 G -.._. X 2 4 _ _ __ Ito 16VI U✓Lr-"&.,Vrj Fry 71P 97223 I ORCLECT FOR x-I' 1=1 L&*0 KP.,v, c.--,n%r2 Pop- 7 Aj M.S. Kjos /2! 7wlc. v *07 T-1�11T5010111- (2� �Wl'k-i C) ING' -15 WPf;` IT-X)- 41'n ROGERS MACHINERY CO., INC41 2. K 1-4 wq 5 — -AK "' 1: 4!--00x4! -6)" 1 )*4-x -c# E,W M. c, 3/� 0 M.15. IT,OL .00. POATLAND OREGON VTw x 7)*4 )( Mw FT (,Bpg T-') (Pi >u roll 95; 0914"Nr-, TITI E "/ppf, JOHN LOW - ----- 57 &(Pw7 x f5'-;Vr :fx: 2 C`� x '�"+y 71 w P.+ coo-.05 FOUNDATION DETAILS & -4V' LZA46 ?X7r) I' M,E5.r-. _%-4ET G. 7-1 WIMP Pa" 1p) 1 ,/4!, x bc*,,A,D rp4--2j, S Vv NK-LtW WXA_IPVAFq.,� �1. A t-I.D.C. =MST VUILVIH& C49. jL SCHEDULE PLANT ADDITION For- ru I I-L7f ANc**,7w_ e0L_-r15 (Sirms"tv,"x-ob".TICA4 R6Fr0_ 100 ^-NC.W^. owur ft^" 4* 'TM FVWA- VU I UA NG. iU FF 16 F3 1 6 L I Jill 111111111111 1111111111 Ill Jill 1111III 1ililip 111111111 %11 111111111111 1 1 40 NOTE: IF THIS MICROFILMED I i t lb 111 I I ��, DRAWING IS LESS CLEAR THAN E — 91 THIS NOTICE, IT IS DUE TO DRAWING, L 9 19 0 6 11 19 2 1111 ii'll 1111111 11 Ill 1 11 !111 11 Jill 111{ ..1.111 Illllllll IIIIIIiI IIIIlIHI IIII IllllllllllllllllliIIII I I I II II II II THE QUALITY OF THE ORIGINAL 77% D4� C L--N� , IIIIIIIII IIIIIIIIIIIIIIlIIIIIINIlI111 illlllllf I Ilrlll , JUNE 1 1999 mallow., n i r-T- OWL -0— ID l Y' ir I (.r R0AED �O Um - ---- _ - 71 _-- / EXIST,NG C•ULVER_..2. --1 I ' LJYILI TY EASEMEr,1 r t, -NA .STORM DRAIN EASE.ME r-JT ; ox _�_ . . VICINITY MAP I I I I � -A' t R T H .0� F (is-nmG cuLvemT I I __ PAFtKINQ i r�� �,�%� �YLIGco fii75 � ►al't'GN • - 1-0 R EA 0 \ 1 CL EXISTING CULVE ;Z*T Z Ld 0 _ pol �, tl+i�s`r t]Fl i Ga `t'" T Ld ' N I it { k.Jc � I r •, II I L11 0 r' {,� �I 'jar- _. JI -==-a-�--•-a"-=u-L-1 "I " / / / / I 'js 1 S� n� II W I ` i I PROPE.l2T`�I 483'' - APPROVED FOP. CONPQH�ICTION I � 4 n'Nr•'�. Y' CITY OF TIC�A PERIVk! NCS SITE ADDRESS. ( C)U �- N6 I 1 cf� 5' 11 T i L 1 T Y E AS M ENT y., TITLE --__-_-•-D BY`_- 7L ko &,5 07A t .. f' R O P IE R 1 Y A Ft E A 5, 13 t I I RhASE I AWEA I X03' - 24 0 I i - 7T ea � pin►4G rte , - --- — - -- 3" • ---------- ----- --- l� �; _ F.AI D wt..R�Yiv�.tr E !:�f'Kw� wWx GGk 9-19-85 ADD NORTH PARKING LOT) LOC-A-r'5t) wivrimo 2° cuLvwm ANR , rvw. OATE RF ,' A--)P, Be SABRE CONS"T"RUCTION CO. GENERAL CONTRACT0RE-3 y BUTLER METAL BUIL oirJGS / 7225 S �N 90NITA ROAD PORTLANO , OREGON PHONE 639 4141 ?_IFS 97223 �am*.^ 9r PRU-ECT FOR R OG E RS MACHINERY I 1 -- -_' S, W. 72 U2 A--,-Z E. P T LAN t/ OR.E Ori DRAWING TITLE JOHN W. LOW cowSu+.•rnwo efool+wows, Ql a _ �77�J f w 6KYLP0 P"AELAM, ✓v ✓' ,, 1, St-*- �j N A C� FT pf1 .TL,Ar K; 01 E('X7N r1-'YF.• \ti,�t :• �, 1 � J III III III III III III III I I III IIIIIII I I III III III III III III III III III IIIIIII I I III III I III II ; III I�III ; ! ' III IIIIIIIIIII(II�II I IIIIIII IIIIIII IIIIIII VIII I "+- - _ - , + NOTE: rF THIS MICROFILMED I 11 I I •• DRAWING IS LESS CLEAR THAN III THIS NOTICE, IT IS DUE TO THE QUALITY Or THF ORIt,INAI -- — - - - -- . IIII1IEIIIIIIIITIIil�ll8llZIIIIZ . . Ii 1I6T1llll-i I 8-l-lURAWING. IIZ IIiI ,I�itI II III -lll�4lllllllll ► 6 L-- l- ,.�M�� � IIII I II I�IIIIIIIIIII (7 II IIIHIIII IIIIIII . JUNE 1 • 1000 h ' r f .,,•„ . »� t , ! 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I 11 I �II111 II 111111111111111111H1111111111111111 NEJU [ ) 1990 p i e r r 1' r 01 I I zO CAFk' PARKIN G a I �► T I l P1 E 5 OPl GE I � f , 1 'p I so' lo.o• 8.0,� 10,0 � � � � . � 1CV.) X4.0 10o ' I Z I q-74 4 F-9 TE►J S l'3Al p PANED Ata,tCA Qo o 1� SALE S REPA1'R `4NAR H0U �E p �" Z `� I ' 1974� \v 11-)7H i + ,0 MXrE 1J s l o 8 CP.R PARKIN G 1✓xis?. I WA,PF_ C)USE I � 12.0 ISA! 50.0` / 2.16,0' � I r° i I r ITE - - .A __sCAt.�- I"• �o.o' w_ � ._ NC�_T E D I GN I�C�AiI��>j ROOF SNOW LOAD E5 PSF, \ WIND LOAD ,VERT. pp-0i) WIND LOAD ( UPLIFT 2-5 P5F, 5EIZMIC Z ORIF _iL AC:5UME.V ALLOWAe,'_E c-- OIL FEARING FkE:, ,U1:.E 2000 P5F , 1) P{ZIMARY MEMBEGLS TO 2.E ASTM • A3 (4, STRUCTURAL. STEEL , �01 =) sEC0n1DARY "RAM1N� TO BE BUTLER- �TANC'A;?-C; LR.F CONSTRUCTION DE::,IGNED _'z_,UPPLIEG e,Y' BUTLER MFG, CO, FOR'HE DE 1C�N L_OAC:' ° INDI CAO ED, 3) ALL DETAILING 1N ACC09,0ANCE WITH AISC:, MAt-lUAL <_-DF ''TEEL _ _ � CONSTRUCTION LATEST EDITION , A 7\ '� i TI �-' � `- � .i l-•' E � U(DV . 4- • CZ. V . RET E : --- ALL. CONCRETE TO BE _S1,000 N,�1 & ?-go" STRENGTH. SABRE _C O hi S T R U CT* I O N CO. R_E I N F-0 P C E M E NT ST E E- L . BUTLER STEEL BUILDINGS GENERAL CONTRACTORS ALL REINFnP_CEtAF_tJT STEEL TO 5F_ ASTM . A-(;IS GRACE 40 , 7225 S. W. 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A�, T N E S t I1rI i i. �' C -�. I i � �.._.�......,..._.._�___..._............_.....�....._.._,.__.........,..._..-.w .-._.....,.. - .._...__w...._.__._.._.__._.._.....__....,.._.....�......�.. ,.....�.,.,..�.....�,........,.�...,��. - --_..-.�.s - • _ � .J C T.I O N �i �-`� _X 1 S 'A I +; r4 _ ,, t �. , `� _ � � SABRE �O���TRI A A, h ' GENERAL CONTRACTORS BUTLER METAL BUILDINGS ti- t:/f 0 _ - PHONE S 6:39 41141 ROAD PORTLAND ,, OF7EGON kk A T ZIP 72' j G ALF ! "- I �"c c�j �— '�-' ' �._ _ �--�_..� `.__ `- �� .—r1 ,►..y rj� y PROJECT FOR } a{I C A, L } yi t OREGON �" ':" - --- (_' .- 1 `�' h,Y �a5h NECKED B'' .I (— '.4 1--- . ` VI, l ` {^. r DRAWING TITLE ET mom '2F, INS.•-�1�OQ N GLF4rip�i• ` I ' ? ' Ill}1(t I+III 'I IIIII�I IIII I IIIII� I tIII1 11III1It 1(1I1�I 1111111 tI1II 1 111It11 (IIII I 1111111 111(1 1 1IIIt(1 11111 I IIII1 1 (`1l1 1 I��II� 1 (p1L10 (Jill It 1I1I11t II(ItI1 11(111) 12 NOTE: IF THIS CLEAR ID AN _ pRAWING IS LESS CLEAR Tl AN THIS NOTICE. IT IS DUE 10 _ THE QUALITY OF THE ORiGI, AL DRAWING. IliaiilCiiiilitidla Z I� Li lZlI I ) I TIlIIIIlIIl' 1 I8 I8IIIIQIIIIl........... ! 11 11111111 ili IIIIIll � II 1111 '1111111111 ,111411111 I "111111110 llllill CIHIIIIII ZIIIIIIIII 'Ill 1T11MI ; . JUNE 1 1990 I rr� f r , Qp r O r DEC 21 1972 CITY OF TIGARD I j I I 0I Ito CAR IPA RA17 cc PIPE ST0fV6Cmr. Q! I 1 o I ( to.0 ; 9.0 ; 10.o 01 _..fir I PAS,'ED A P,E A N 1 dx i Q '' SALE S c RFEPAtiP--, WARE HOUSE 01 Q � \ °o t Z NEW CANOPY f \, �t \ '^ � �`� .ACTQ S & SUS CQI`JI�AC- m ►eted GEh���l CQI,� �� `� 1_'� ,Ming must be P TGR ��:'S, II!l:,r Cil l QQ�i:ld' t,. FRSE f. Co at�t; r� +. t0 Clt�l • according � 1,�� r,�.., ; fin31 inspection m•de Wore Alli ���, �',: ,,;;�Al Ut r rt��ii $1�► iI�111�T 6 CAR PARKING accupancY• R7 6U ��i;�11`++I'Yrl,,,; � �►�iiut�. im)e141. W#-,RE4i0U5E CITY OF TIGA �I2,o' 'S'�i 50.0' Ztr..ON•___.__ APE F'�JED FO►. UCTIO�� �' .r.._...._._ .I COMSTR CITY 06: ITGA"D -- - - --- -- -- lIT PCO. - PE?; •s -RES•:� ALL SPACES MUST uE E�JL'Oi�St=D PRIOR TO AI PRO'„AL I;i�`'� PLAN ��� �Qz11 1.1” h i�"E t-moi -:a£R1.E ��rw Q.O �.:���'�s /''t h. _'V Q,.,Tr ,..� +circ -- - T1GArM�ILifiE7 G 'r• Q5'__.."____�-._.-___ D..DF:: -SIGN L O AD I N -- -- ROOF SNOW LOAC) 9Fr-. I ,�Y•_--- - ---- ._ .,- ___-- _. WINO LOAD (VER,T, Pp-0j') 2 O PSF. _ _ - ( UPLIFT � 25 PSF, A,,Lu„y.rMA"uaftat was QY_ – _ o WIND LOAD • � :____ - -_ 1�.Q.fi. -- SEIZMIC Z ONE M. BY-- _ oats - ASSUMEO ALLOWAel-S SOIL. eEAIZIN(, F SF , STEL ER. AI`,A IK', G ; 1) PRIMARY MEMBERS TO 13E ASTM , A :-3,4 ST9-UCTUp'AL STEEL_ , VALIDITY OF t{,fiS PER"''T Z) SECONDARY FZAMING TO Be BUTLER. STANDARD L.RF CONSTRUCTION IS COIITItlrENT CSA APPRUAL Of DESIGhlED 4. SUPPLIED 3Y F3UT1_ER MFG. CO, FOR-THE OESIGN LOADS CONSTRUCTION AS REQUIRED BY INDICA-XVD, ONS 479.155. 3) ALL DETA.IL liNG IN ACCOFLDANCE WITH RISC, MANU/\L OF STEEL r i C ONSTF2UC'T IONS LATEr-ST SIDITION , G ICJ- �Z " - � - •-F C0tilrRETE ; f AI_L c0NCRE-j G TO aE 3000 PSI & 1_gDAY STV,F-N4STH. SABRE CONSTRUCTION CO. REINF OR-CEMP-NT STEEL BUTLER STEEL BUILDINGS GENERAL CONTRACTORS ALL REINFCIR,CF-.MENT 5TE1;:L TO BE ASTM. A-615 GP.ADF- 40 , 7225 S. W. BONITA ROAD, PORTLAND, OREGON ALL CON STRUCTION -rC) SE INA -c_OP-0,4,NCE WITH THE UNIlF(OftNl PHONE: 639-4141 ZIP C O D Ei 97223 CODE Ic? 70 EDITION ALL FOUNDATION5 SHOULD 4ZE :ST ON UNGISTI.AZE. FD PROJECT FOR: DRAWN BY: ENGINEER. HAS NOT IWSRECTEC•i THE BEARING SOIL , IF ANY L)N'J5UAL M_A,KREMIN CONDITION AIR_E ENCOU► :'j ER6U , HE SHALL NOTIFISO PP-IOFZ �ZOC� GECZ.S MAC;Nlt\.1 �_`r CO3 ft'I CHECKED BY! TO PLACEhAENT OF C.ONCR.F-TE ENGINEER ►5 NOT RESPON SIE,LE FOR SUPERVI510N UNLESS M I S C, ADDITIONS + AT E R_4T IO N S SCALE- -9 PE-C I F I C A L'*f CALE:-9PECIFICALY RETNINED • I"=20.0 ALL ELECTIR..ICAL WOV K EY OTHF-P_S • DATE: REVISI ONS: DRAWING TITLE: PATE: - - - - DEC.-7197z 1 S IT E P L.1,.N 7 � E,1� -- — – ___ --------- – -- - __ - SHEET 1`40 NOTE: WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE DIMENSIONS PF r 111 III III III III III III I I III III 111 I 11111111 III III III III III I I III III III I I III III 111 I 1111 III 111 I I I I I I III III II. ' lil II,JIIIII111 III IIIIIII III 111 11111 t 111i � ili � ll NOTE: I F TH IS M LEA I LME D 1 1 i � —���__ DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO _ THEQUALITY OF THE ORIGINAL Z 8- r T1 9 IIuIIII �lrl 1�DRAW zIIIIII9IIIIIIIII 11111111111 1 1 � JUNE 1 1990 ..�.... arm. t IN15-rA, -_L JEW WALL TG MA"T"CH E-XI��TINCa (/INSTALL ivFW I i ! I W/1-04TOP 4 aOT, ► 1 Z I � I M O ` w Id W LiA A1, 7 J ` 11t 0 ►� L). 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