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9000 SW WASHINGTON SQUARE ROAD-13 ADDI 'T' ION TO : lit lip tj �1 ,�lE \.- JBAS SY SIJITES iio rF L qS. TIGARD , OREGON •�' Aja + t J•,�J � `�. r �r t��`SuM�.' j J `► 1 n t {. r. z •--G . mss"f" - rT�z w Le T Ick aC r• '.tit;, � � art �'' - SIC- ` � y ! ` w „ate# 1 � � �`y '�C w•��al`"yt':. _ w- L 1 r 1 ` ��_ �• � J `` Lqv : i s f„ I �:�:• • vp 0 1 171 .t' .� f = lam T•''-'ter" '^- A "`� r .•T 7 1 L"✓�..�..� • �.�.�+ F ' t �: :.i1� _ u �,.•+-mss. .� .� � T: •'` .- .•e '"� ' 7711 ,.• l IT l*I ` — :Irl ' � A� _ � �` r• � �'�•'„'� •r a'�.� �M._ �• . 1 ' /' -N. .i' wil mb s L U . .� �• ce.r r - _. •, .n Y.V� ,a °..I.a� „..r.. •�•'•"r a,�.. M�'„'��►� • 1 ice` - �L_, '� (N� r` f j _ �.:. • r' _ '•� �Ji 1 " — -—- -_ -- • LLL�.+ - - - - - • PREPARED FOR : W H -qp- -,*I ul 0 , GENERAL CONTRACTOR : GCISNELL BUILDERS INDEX OF DRAWINGS : 2723 N. 24th ST. PHOENIX, ARIZONA T1.01 TITLE SHEET DEVELOPER : NESBiTT PARTNERS PORTLAND , LTD . D1.01 DEMOLITION PLANS 924 WESTWOOD BLVD. LOS ANGELES, CALIFORNIA A1.01 FLOOR PLAN/ LEVEL 1 A1,C2 FLOOR PLAN/ LEVEL 2 A1.03 FLOOR PLAN/ LEVEL 3 THRU 7 ARCHITECTS : COMSTOCK & ASSOCIATES A1.05 ROOFRPUNN LAN/ LEVEL 8 & 9 A1.06 , SCHEDULES 7222 COMMERCE CENTER DR. COLORADO SPRINGS, COLORADO A2.01 EXTERIOR ELEVATIONS A2.01 EXTERIOR ELEVATIONS / STRUCTURAL ENGINEER: JEZERINAC ENGINEERS , INC . A3.01 WALL, SECTIONS 5640 FRANTZ RD. DUBLIN, OHIO A3.02 WALL SECTIONS A3.03 WALL SECTIONS A3.04 WALL SECTIONS ' CIVIL ENGINEER : MACKENZIE ENGINEERING , INC . A3.05 STAIR PLANS & SECTION A3.06 PARTITION TYPES/ DOOR DETAILS 0690 S.W. BANCROFT ST. PORTLAND, OREGON A4.01 ENLARGED SUITE PLANS A4.02 ENLARGED TOILET ROOM PLANS/ INTERIOR DESIGN : HOSPITALITY' DETAILS , LTD . A4.03 BANQUET IUTCHEN PLAN LAN 2610 SANTA MONICA BLVD. SANTA MONICA, CALIFORNIA A1.5.01 INTERIOR SUITE ELEVATIONS A5.02 IN'T'ERIOR SUITE ELEVATIONS .•, 6 t r" A5.03 INTERIOR SUITE ELEVATIONS � cD ix- MECHANICAL CONTRACT OR . UNIVERSITY MECHANICAL A5.04 INTERIOR SUITE ELEVATIONS • 7405 S.W. TECH DR. PORTLAND, OREGON A6.01 STOREFRONT DETAILS a' A7.01 REFLECTED CEILING PLAIT/ Lf?.VEL 1 ELECTRICAL CONTRACTOR : GRASLE ELECTRIC A7.02 SUITE REFLECTED CEILING PLANS 2904 S.W. 1st AVE. PORTLAND, OREGON A8.01 MISCELLANEOUS DETAILS 1. } y LANDSCAPING : TEUFEL LANDSCAPING 12345 N.W. BARNES RD. 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JT t:�vfR I �4R,E 7ilr°a c.� I �+I To x'A� , �" �� � cN •-� I� ve-tp Exr�•r'i� RQ '('IiJCi► I i e ,.� a,,. GONc:, B A5 a-05E ( I I I I Al-, W/ -. I ``_ .j-r % To hA fU � TC WALE. a� Po ,�,lp,'_Jw �cc:4 T , .wINT _ 2' ". JOINT I 2i' .;i�19TKw^r JT• '1 cta�. rTt�' -�T' _ e�c:c:hl.TRS J�NT --�E I -- I �` �i�' I%'ml�d' L+,,., m Oji.��`l( tom..__�-.._�••-.____.�'�...._ 1 k�-Ito' Z�„o r I � �I W 5!L G I Q 1 IllI I T ( Q 41) I i I -� 3r1'rp W,-7 "��!! A Cit MA i D 6L.0, ytl rrite r,o, o►J F1 SRI rLGOR DBYOLI'CIf)N �QT.ES '1 � I ��,�11 �,,'•�-__ � I�I i I III I I I i+ i �1 t I. Demo sxieting exterior insulation finish system and sheathing fro: finished )ride to • height of 12' ■lniswm above existing finished floor. I,erify height with existing conditions) I. Install new seta) stud■ per drawing• before demolitioning1T GL ' 'o d studs. fee Section 1/A3.03. i �I�G w-OFJDrT10r�'_`� r silo s. existing g Pe It 3. Deraltsh existing sloped studs after temporarily supporting I 14 lT upper portion that is to rwsain. 1 I I f ' LL�� / 4. Saw cut and remove existing concrete Iloor slab and foundation I i I { II wall as required to install new concrete footings and columns. ✓ S. Demo existing exterior insulation finish system. sheathing, , studs and gypsum board from foundation up to top of parapet. I 1 6. Demo existing store front. -� I N -- ~^ I •-- I�'e.l"•to U fi-,. i Remove existing wall pack light and salvage for installation at new location. { 8. Deno existing wall and door. Salvage door and frame for installation at new location, See Drawing A1.01 for location. 1 9. Demo concrete floor slab and ramp an required for new I F construction. to. Demo existing foundation wall as required to construct new column footings, ramps and floor slabs. See Drawing x1.01. i :iECVND_rl(.>H_Q AQl,iT.Ii)N__&,Tb 1 T1LLfl!?_Sl1liUUGH NINTH�k�>4�_-11EIii11.1S1L2N_ii9'T1:5 11. Demo existing door, fraas and exit light and relocate to new position. Infill opening with metal studs and gypsum board. Finish exterior side and rnooth to float flush with •rifting 1. Dema existing door and frame and salvage for rows at scalds 1, Dema existing door and frame, ,i forIvaa door fame to rouse a wall. Condition and install V.W.C. Finish interior side with I rooms. See Drawing A1.02 for location. iswlds rooms. See Drawing AI.0.1 for locntlon. sliding wood closet door and trig to cover. Match existinb mirrored areas. See detail. Repwir -all jambs, where fraN ( - 2. D:mo walls and rei+nir existinrf well Jawba and coiling soffit 2. Deco calls end repair existing wall jambs and ceiling soffit was removed. 1 of wa required. a requlrod. 3. Demo existing window. 12. Cut opening to install revised door and frame. 3. Demo existing window, I m 13. Construct temporary partition serosa corridor. Ip 1. Demo exterior wall as indicated 1E1F5 sheathing, studs and 1. Demo a boa or Wall an indicated. (F.IFS, sheathing, studs an, gypsum board). gypru■ board). li. Demo ceiling, lights, sprinklers, H.V.A.C. I.,ill@. fire alarm, O 1 - as required for new construction. S. Relocate exlntinR exhaust hood and duct cork as required to G Demo bathroom fixtures and salvage for reuse. iocation shown. on this drawing. Mechwnicel Cont,•actor to lr. Relocate exit sign to stairwell door• review existing hew location for code compliance. 6. Demo existing wall finishes. Repair and patch walla •s rr_ ; � l required and repaint. 16. peon recessed pedimat. Salvage far reuse. II L I 6. Demo low roof parapet and roofing a■ indicated. z i+- 7. Demo floor finishes and float smooth for installation of vins'1 17. Demo end of :loped wall per b-etlon S/Ai.02. ) I 7. dSawin cut and locate them Blab as indicated. Redux dslating composite fila. O f I ! diffu.er•, relocate thermostat and all associated reeds. f , 16. Demo exlstiMg; store front. � ' B. Demo V,w.C. and finish wall to match oxletln[• 8. Relocate existing H,V.A.C. unit as Indicated. 9. Construct dropped soffit in existing bedroom to ■etch height 19• peso exi:Lislg concrete walk. .- ;.�, 'i''' S. Rema.. vinrl wall caverin[ and texture well to ustch existing of existing corridor sprinkler soffit. Finish to watch corridor wall texture. existing soffit. 10. Demo existing carpet to lino of new corridor partition as l0. Demo existing H.V.A.C. unit, grilles and diffusers; a+lvay.• O t•� indicated. for rows 11. Float existing wall finish to match existing corridor finish. 11. Construe[ temporary partition meccas corridor. 12. Remove exlatlny texture from soffit and retexture to match existing soffit. Allyn soffit With corridor soffit. { A i3. conntiuct temporary partition across corridor. I �•_��I � Dl,nl 17401 � vi., ! �I Lf I NMI - til }+ r, 1T1 117 - -- _ �' ; i // i` I i -� � ( I ui of _�AT i I , I )� `` i ! \\� I Vin, lt� - -04 e N -;I'- ; e I I _Z2 _6 I 7� I ---• �z T� 1 4 E--+ CQ (e, ��.�i O ',.-'-_"_,�-rte\. r^� �•---•^--�� ��,,,,._--•--�.�`! l� u .. 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G T t.9 --.•i ` ,.I D '7TU FT(G�.Dg� ri n+-o .� Y v 2.i0 I i j "I• � �' IF THIS DOCUMENT IS LESS -T11 11;1 I,f 11111 11 1 1II 1II 1II� I III III I 1 IfT rT 1 4I 1 I1I1�I LII�II1 I1JT II�1I1 1 I LEGIBLE I THIS NOTATION, Il I . 6IIII I1�1 1 1 I1�1 II'I lI jIj! lI lI�I l I I II iIi(lI lI�I l I I I I I APRIL 28 1994 ITIS DUE TO THE QUALITY 1F No.Oe THE ORIGINAL DOCUMENT. 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ELEV. 155'-3 1/2' I I I I ! 8TH FIR. ELEV. 146'-to• � o � STH FLR, ELEV. 138'--4 1/2" - - E_ _._ - -- N B�CTI h�.• 0-4 4TH FLR. EWJ. 129'-11. I I I I __ - -__ _ I _ - -_ - -- -----• - - O _ A V1 I I I I - --- -- I — -- I >.4 3RD FLR. ELEV. 121'-5 11f __ -_ _ - - - - - - - - - - • �/j rill 2ND FLR. ELEV. 113'-(r MEz:•1.14F•JkitiL-'�F:�J _ y ` � � I I I II g g 11 12 I) Ile I IST FLR. ELEV. 100'-0" I _ --- - - - -- - -- i - - - - -- - LOBBY & CONFERENCE FLR. M.� - - --- ---�- -- NORTHWEST ELEVATION orsv 1 2 3 4 5 6 ) 7 8 9� 10 ) 1' ) 12 13 14 15� II .'-JEY*.(.r; i •lid'.- •t �" ROOF SLA13 ELEV. 180'-8" - . _ I I _ - 9TH FLR. ELEV. 172'-2 112" - - - - - - - - - - - - - -- - - - --- - - -- — -- _..._ __---------------- -------- - - ._ ._- - =77-71 1 W- 8TH FLR. ELEV. 163'-9" - - - ----- - - - --- - - --- - - ---- - -- - - - - - M L ILLIL L - U � -- . Ll _ .. -- - -_ 7TH FLR. ELEV. --155'-3 1/Y-- - - - ---- - --- - --- - -- - - - - - i 11 -IFT 8TH FLR. ELEV, 148'-10' - - - - - - -- -- - - - - -- - - --- -- -- - -- - -- - - - - ---- _ I 5TH FLR, El 138'-4 112" ----- - --- - -- --- - ------ - --_ - ..--- - - - - _ -- -- _ - - - - - T - --- - - --- - - - - --- 4TH FLR, ELEV, 129'-11" LL ] _ J r. r I I r II LE I E-4 1'E3RD FLR. ELIEV. 121'-5 1/T - 1- - -- - -- -- -_. - - - - -- -- - -_ - - -- - - -- -- - - - .-. - ----- - -- - - - - -- - - - --- - - - - - - -� - - - -JOINT _. L]il CD _A cn 2ND FLR, ELEV. 113'-d' - - --- -- - _--- - _ _ --- --- -- - -- - - - - - - - - - -- _ ---� ----- - ---- - - - -- -- ---- - - - - - - - -- '- -r - - 1 _ .. 2I .-s [.�VI T - ,. --- ?� I r r•tT ----c► e..r+r` _it.l!•f -f(- 1,. _ �" f.� ._ hY1L1'•EC'iLICr+•r� i7N I'1 Fjd,,i 7 FV"I 7 I I' I �I err I U iNA � - �e �11/�71..�L•�'t"TI(�'I•I �N � _� � �..�..- _..�.. \ -. �� (- 1 1�^' I 11) iy1 1 N •.• �. _, 9 /'v��'L 7r" LfX�• (.�J"� . _ _ N--L -a"' AI�W-A_P' 1 h�F.�F� _ 1.•.`J. r-x��! 7+n1�v odgy I J •..F l2 IVF3C F3t� r. 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Ur STRUCT P - u�T OF STRUCT r - ' POWOcR DRIVEN ' I •- �� , '� ANCHORS W;' aL" POWDER DRIVEN �'' ANCHORS W/ It" DEFLECTION d OR CO,.0 ANCHORS W + POWDER DRIVEN - �_ " ' / - � -- -44" DEFLECTICN MAX. EMBEDMENT ACOUS. ANCHORS W bti , lft DEFLECTION WAX. EMt3EDMENT SPACE MAX. EMBEDMENT I FASTENrRS W 4f -yam - W DEFLECTION SPACE " SPACE S. SEALANT MAX. EMBEDMENT SPACE # ` MAX. EMBEDMENT C � !�e" DEFLECTION ---��- `� SPACE -CEILING AS _ ` -- SCHEDULED �5 r.'y ` r, - --CEILING AS -CEILING AS r ^-- y i CELIN AS CEILING AS SCH_J. _ 1 SCHEDULED -- GHEDULcD CEILING AS SCHEDULED - ��- I - fir- ` CEI ItIG A5 2 `^ _ 's LA1cRS GYPSUM SCHEDULkp l-� ' 7S FURRING CHANNELS 0 _ k i - 2'-0" OC MAX SHIM AS Re OD _�' _ __ - - -� -36" ` GYPSUM BOARD - - --�' ` - - -- - 24S" SHAFTWALL i �. „ - " 34ti" METAL ADHESIVE APPLIED - - 2'h" t1ETAL - - 3"" METAL i r " 3� METAL n TO WALL STU O 2 -0 D _- _-_' STUB STUDS SOUND ATTEN.- -��= STUDS 1" GYPSUM LINER -- - - STUDS S ' 2" SOUND ATTEN.------ - - p,Ar.EL _ BLANKET hLA')KET - LAYERS " - - 114' SOUND ATTEN _ r 2 L;YERS OF Y5" 2YPSUM BOARD �-- - --- --ht" GYP BO G GYP 9D � GYPSUM BOARD ---14" GYP BD B-ANKET I ;s4" J RUNNER- EACH FACE EACH FACE TOP OF SLAB G SJM TOP Jk BUTT. ACOUS. SEALANT -- TCTI C)r Sl-Ati j BOARD - /ACOUS SEALANT C- I j TOP OF SLAB TOP OF SLAB___­, -ACOUS. SEALANT TOP OF SLAB- EACH FACE TOP OF SLAB----- --- AGOUS SEALANT TOP OF SLAB ' �' EACH FACE EACH FACE ----.- ,._ -- --- GYPSUM BOARD FURRING � GYPSUM BOARD SOUND PARTITION GYPSUM BOARD SOUND PARTITION GYPSUM 80ARU 5FJIFTWALL GYPSUM BOARD PARTITION GYPSUM BOARD GYPSUM BOARD FURRING "fC 50-54 1 HR. UL DESIGN U468/STC 50 E 2 HR. UL DESIGN U438/STC -4-B F NO RATING (� 2.!R. UL DESIGN U412/STC 48 O 1 HR. FM WP 66/S D - - NO RATING B NO RATING C _ - - - - - - ---- _ . ------ - -- - - -- _ _ SCALE: Y-1'-Cr I SCALE: 3"_=1 -c " SCALE: 3"= 1 '- 0" ,ALE• 3"-1' 0 SCALE 3" t' O" ' ` - i--------- ACOUS SEALANT ACOUS SEALANT ��-- -- - ACOUS SEALANT t EACH FAC ' EACH FACE EACH F ACF_ E 1 O 1 - ACOUS SEALANT _'�--_"-."-� w EACH FACE HuTT. OF STRUCT - ACOUS SEALANT EACH _ _-� - BCT OF S'RUCT C/? �(j�j � � - HOT OF S"RUCT --BOT OF STRUCT �- `� SIDE OF CHASE —BOT OF STRUCT -_ -80T OF STRUCT , ,. DIaB W _ - �- P, wp:R DRIVEN �� POWDER DRIVEN �OJ;Jr.R JR!'JtL- �� ANOHORS I', W r 27 3°S ` �1 O PO�A'FR DRIVEN =r POWDER DRIVEN POWDER DRIVEN AN:;HORS W' 'b" 1 ,. ---- !e4" DEFLECTION V O J F 1. C CN NT -- I _ ANCHORS W/ / ANC�+OKS W/ ANCHORS W/ 4M" ANCHORS W �. " ih" DEFLEC'UN wAX. EMBEDMENT -- 44" DEF'__C'ION Mh?;. G'A3E�MENT n MAX. EMBEDMENT r MAY. EMBEDME ---�" CEF'_ECTION MAX. EMBEDMENT L---AV ---- - Vi DEFLECTION MAX. EIJBEDMENT I SPACE '� SPACE SPACE � SPACE SPACE TACH SIDE SPACE \J�b O�S� A _J c ---- -�-- - - Cc UNG S SCHEDULED, _ ---_.-- _ \ - -- - -- .� I I I .. -�- V rV�L f I 1 C I'_'tIG AS CEILrJG �S ' SCHEDU_Ea V) ''- `--CEIL'NG AS --CEILING AS I SCHEDULED - SCH_DU._D SCHEDULED '� SCHEDULED I +1 CROSS BRACE EA i� W - — STUDS 0 4'�0" OC C - MAX VERT V1 STA STAGGERED STUDS •�, 1.1E'A� ST_CS "I" G�pSJ6t -- ,STAGGERED O 1 !�" 31P8L'M•-� --j-� ,8 ,� >- HIGH GYP BO PA'JEL I b.ARC w F OR 2-t" LtETAL STUD aJARD 16" 0 C. SOUND ATTENUATION FIRE BLANKET �, " „ - ;-- - \__ -- d METAL 217" METAL -- - -- -I- '� .. T_N. ATTEt . --- SUDS N TT N. STUUS ; STUDS _- - 2"AS KU TD ATTEN. SOUND •T E <'" SJL'I IQ ! T 2" SOUND A E _ - 1 B_ E 1"2" 2 LAYERS OF 7" B'_ANrCET BLANKETtiLANr;E i , 2 LAYERS OF !'�" � � j 2 LAY"r2�OF " '�GYPSUM BOARD 14" METAL STUDS 34�" TRACK GvaSUM OA4D � -- bh" GYP BO --- - '.�" GYP BD 341!" TRACK I GYPSUM BOARD TOF & EO'T� G PSUM..�"�. IV �Y.x,= J .y-• TOP do BOTT\ r BOAR 1 /ACOUS SEALANT ACOUS SEALANT ACOUS SEALANT EACH _ -- --- -- 4e" GYPSUM BOARD �ACOUS SEALANT 1 - / AC S S-AL°`T EACH FACE SIDE OF CHASE � wn'=e K'"' 'T^�' \- EACH FACE % -�C`' '^C= TDP OF SLAT EACH FACE -'- TOP OF SLAB TG' OF SLAB-- � TOP OF SLAB_ (~ � f TOP OF SLAB--- , Com_ ri l OP OF SLAB-- - -� V) ' GYPSUM BOARD SOUND PARTITION GYPSUM BOARD PARTITION GYPSUM BOARD CHASE WALL GYPSUM BOARD SOUND PARTITION I GYPSUM BOARD SC:!1I\10 PARTITION GYPSUM BOARD SOUND PARTITION 1 HOUR RATED STC 50-54 1 1 HOUR RATED /STC 50 i N 1 HR. FM WP 66/STC 50 I H NON RATED/STC 50--"54 J NON RATED K 1 HOUR UL DESIGN U420/STC 50 L RATED/STC M _ ' sc •_�_: 3"=1'-0' w I SCALE: 3"-l'-O" SCALE: .3"=1 '-C" SCAL F: 3.._ -0" - ------ - - ---- --- ---- -1-- ---SCALE: 3'_�-0.. —,-------- _- 1-- -- ------ -_ --�,--- ----- - - SCALE _ ___ ---- - ------ -- --- ---- ---- -�-._ - --- - - - 1 GYPSUM BOARD J A 2 LAYERS OF 44" ',YPSJM BOARD ( - '--44" GYPSUM BOARD 15" GYPSUM BOARD _ - W GYPSUM BOARD -� \\\ C___`� 1h" GYPSUM BOARD _ h' GYPSUM BOARDI t - 'h" GYPSUM 6OAR0``- 244" STEEL STUDS 336" STEEL STUD$ 336' STEEL STUDS336' STEEL STUL''S �.- ---�-EXT. FINISH - `�» GYPSUM _-336' STEEL STUDS 44" GYPSUM BOARD SYSTEM 0 BOARD I 20 MINUTE LABEL EPS BD Ih" GYPSUM BOARD ��` �-R-11 BATT 20 MINUTE LABEL 1 /� RATED STEEL FRAME � - 20 MINUTE � /STEEL DOOR FRAME �STEEL DOOR FRAME o INSULATION ���'^ I RATED STEEL FRAME 44" GYPSUM RATED STEELFRAMEr GYPSUM BOARD - - r CONTINUOUS SHEATHING \ CONT. DRIP i 1 METAL CORNER ! BOARD R-11 BATT NI I C T. RIP BEAD INSULATION IMI 1 STEEL GLAZING STOP �VII \ ..\ V� IMI j ST££L GLAZING STOP r1 1 O SIDELIGHT HEAD FINISH ; I SEALANT �+- 0 SIDELIGHT HEAD ( 3sb" 16 GUAGE RI 1 _ GLAZING AS SCHEO. Li. f „_ r SEALNNT d:•� �1 1 METAL STUDS BACKER ROJ G'AZING AS SCHED. EXT. FINISH - 0 SIDELIGNI HEAD --✓ . - '- __. __.. INI I � I 0 24" O.C. -_-��_-� -- U SIDELIGHT HEAD SYSTEM ON HEAD 0 DOOR H IQ HEAD SIDEUGH ANSOM EPs BD. HEAD 0 DOOR HEAD 0 SIDE,-'-,HT;HT SIMILAR AS NOTED - r--- - --- -�� MIN, 3 PER JAMB - - STEEL ANCHOR STRAP 1" INSULATED HEAD O SIDELIGHT SIMILAR PS NOTED -- � STEEL ANCHOR STRAP -- STEEL ANCHOR S(RAP i „ MIN. 3 PER JAMB M!N. 3 PER JAMB �^ 2 HOLLCW — -1 GLAZING _ _ - -- - -- ---- ' METAL FF AME __ ___ _ r ALUMINUM I' rr -' IN EXTERIOR � J -- .- 20 MINUTE LABEL 1 RATED STEEL FRAME STOREFRONT I ,� 1I 20 MINUTE LABEL FINISH ;1 Il r --�DOUBLE STUDS �- --- RATED STEEL FRAME / '��\ I DOUBLE STUDS DOUBLE STUDS % �� 0 SEALANT SOUND BLANKET 0 EA. JAMB SOUND BLANKET 0 EA, JAMB CONCEALED 'v BATT It4SULAT10N �- O EA. JAMB BATT INSULATION `V I � . ALUMINUM CLOSURE F­4 G DO)R ' GLARING AS _ - I APPLIED STEEL {- 4 - SCHEDULED I GLAZING STOP - _ -- -_-- GLAZING AS - APPLIED STEEL uc�n l___- 1---- JAM HEAD 0 DOOR SCHEDULED -- GLAZING STOP �UQN ® DOORZSIDELIGHT — _._.- DOOR DETAIL DOOR DETAIL p DOOR DETAIL a MUWON 0 DOORjSIDELIGNT 5 20 MINUTE LABEL RATED/STC 50 6 NON RATED "] NO RATED/STC 50 SCALE: 3"=1'-O" SCALE: SCALE_ 1" INSULATES 1 - APPLIED STEEL - - - GLAZING ALUMINUM - APPLIED STEEL GLAZING STOP - �- _ STOREFRONT GLA7ING STOP rJC�-E �. 64SNp / ) ALL Cxz�K F"M E TH IGic.hJ t�G,s � To r V 1AL STRAP STEEL. ANCHOR STRAP I yt?�,I}'19Y7 WITH t�Kr_TI DIhJ "17-1�K1Jf<f-�j•��= U STEEL ANCHOR STRAF , MIN. 3 PER JAMB LW-W1-)t� FOR DI M�alc'�-1Gj A,ICHORS-MIN. I MIN 3 PER JAMB ---- - 1 --- -- / -- 3 PER JAM© r - - SFALAI`IT `` M WON 0 SIDEUGHT/ ISDELIGHT ----------- �._! FILL STUD W/ FILL STUD W, _ SOUND ATTEN, ' SOUND ATTEN. ,e BLANKET _ J -- ��� HLANKET - + DOUBLE M DS I 2 LAYERS lh" 2 LAYERS 44" " GYPSUM BOARD DOUBLE STUDS ..------- -- -- SOUND BLANKET GYPSUM BOARD ----- - -- __ SOUND BLANKET DOUBLE STUDS O E . JAMB GYPSUM BOARD \ 7% - 2 LAYERS OF 0 EA. JAMB - BATT INSULATION _ 0 JAMB (TYP) BATT INSULATION h+�l EXT. FINISH 346„ STEEL $TUDS 44" GYPSUM BOARD ( A SYSTEH ON C`, 1h GYPSUM BOARD !h G IM BOARD - — 5 EPS PD -R- 11 BA, ' 21h" STEEL STUDS 01 0 THRESH(T.D r_ _ JAMB O SLIGHT NsuL.Allor, �' SIDELIGHT f i 1Y4 HR. 'B' LABEL `) STEEL STUDS ` N BELOW ' _ f__-ALUMINUM DOOR ci" STEEL_ ANCHOR STRAP M uYPSUM BOARP RATED STEEL FRAME \� L 1XF{I STEEL DOOR FRAME i SfEEI DOUR FRAME U _ r STEEL ANCHOR STRAP " GYP. 6D. A L.:IVE APPLIED ':. _ ' 4 O MIN. 3 PER JAMB SHEATHING \_ t4' GYPSUM MIN. 3 PER JAMB BOARD TO CONCRETE M�U.LON 0 DOOBf SIDELIGNI - Otoo 244' METAL STUD �_� -- FILL STUD W/ _4- - _.. I ALUMINUM — 1" INSULATED - SOUND ATTEN. ^1 -- STOREFRONT", GLAZING DLANKFT ll f-�- Y E r " �' Yt FYPSUM BOARI, ` ° Afi'ESIVE APPLIED ut�r1 f- /----- DOUBLE STUDS �"- -- ui�[7ui CONT. METAL SOUND BLANKET -- -- -�, -- -- TO CONCRETE CONCRETE COLUMN OR SEALANT Jk CORNER BEAD O EA. JAMB �; -- BAT1 INSULATION SHEAR WALL - SEr GROUT FRt.ME FULL - 1" BACKER ROD ;� ._. . . :`-- .�, FLOOR FLArI ;FEEL ANCHORod EXT FINISH yI l- DOUBLE STUDS JAMB 0 DWE = � STRAP - MIN. SI}EL ANCHOR STRAP \ SYSTEM ON _ , 0 JAMB (TYP) -4- -Y-� STECL ANCHOR STRAP 3 PER JAMB MIN. 3 PER JAMB 3 PER JAMB (� EPS BD. _ ---+ %" GYP. FID. -- hr" GYPSUM SHEATHING -. BOARD 1 _ 1 APPLIED STEEL GLAZING AS- I -APPLIED STEEL `"y- \ -/ i ,-• SOUND BLANKET� ,. , - -� DOUBLE STUDS � c GLAZING A', ` GLAZING STOP SCHEDULED BAIT INSULATION _ - Dl. RLE STUDS Q " SCHEfllJ1 fa) GLAZING STOP I i ;I I � � 0 EA. JAMB —DOUBLE STUDS � �-5 I 1 OFFSET SADDLE- FINSH FLOOR 20 MINUTE LABEL - T 20 MINUTE LABEL ALUMINUM / AS SCHEDULED TI� RATED STEL FRAVE O EA. JAMB O EA. JAMB -- J ALUMINUM DOOR RATED STEEL FRAME _ HRESHOLD CARPET - _ - � V 1 ALUMINUM FINISH FLOOR CARPET THRESHOLD AS SCHEDULED ti �y nil Jmfl= SIL 0 SIDELIGHT ]BES SIS 0 SIDELIGHT ALUMINUM STOREFRONT DETAILS DOOR DETAIL W/ SIDELIGHT - EXTERIOR DOOR DETAIL DOOR DETAIL W/ SIDELIGHT DOOR DETAIL DOOR DETAIL BOOR DETAI' A3 .06 20 MINUTE LABEL RATED 2 420 MINUTE LABEL RATED 1 1/2 HOUR "E' LABEL/STC 50 9 NON RATED Q NON RATED/STC b0 SCALE: -a"-1 ' -0" SCAL.F: 3"=i'-O" SCALE: 3"=1'-0" SCALE: 3"=1'- 0" SCALE: 3"-1 '-0',' SCALE: 3"*s1'-0" 3"-l'-Cr SCALE: - J 6 OF.. ." 1F T11I 5 DOCUMENT TS LESS 'T I t I l t III III III III III { 1111 III 11�1111 l t f�1 [rT IIII 111Al "I11 I 'I i , 4 1 i s + + fir( + + �I 101 1-1 _ J�J r PFM 1 4 LEGIB..P 'I'IfAN 'i'l1IS NOTATION, h_-_"-� �� �_.__- IT IS DUE TO TILE QUALITY OF SJ�'a:r...THE ORi:(UINAL DOCUMENT. �I��� �I�� I �Loltlu��11 ill' 111111111111 IIII�IIIII!II�I114 1111111111111111111!1111 I IIIII1111 IIIITII11 IIII,IIII,IIIll 1111111,1111 IIIIIIIII IIIIIIIII IIIIIIIII III1�1I41111�1111 IIIIIIIII IIIIIIIII 111111111 IU1111111111111 Ullillll111Villlflilli I ) l9' __� ,� ii=_.- yam_-_ - .-_- • -� -- r-�-'--zr _....^' � ~ 273 118 113 oj BEDROOM BEDROOM , - A _� .. PARLOR I PARLOR h E + j r-33/ft !'-1 sK 31nll r•IoI/ 4' n• I t�T 'r r d �� r 1/T�t s v j id. L _ .31/? I�4 1/t I !g, I H M � H 7jtS/Id 61 1111 --_-• oE -. ��cuzzl z E-4 _ � 1 �� �a 1 t t BATH t BATH E — I ( I 1 0.1 I j- BATH '� f 1� (�,• I 01 CO 1- I I JJ ATH i • , t I 1'63 ;y ( Ga 61 E- 1 1 , � r oil BEDROOM BEDROOM ` mW �00V�° � I K L I UF—GRADED SUITE PRES. PARLOR I *;001 l ! K 5' 1. UP-GRADED & PRES. SUITES TYPICAL DOUBLE SUITE _ � V1 Lj - - - — - - - - lp E--f W A -- -- - - - �_: I c E�>> 60 I i 66-x►' % I ) I- I I �� { '� ri 4 ! BEDROOM 1 I BEDROOM 1 I L ( W K-4 PARLOR A K--3 PARLOR � � H.C. PARLOR PARLOR �I �I II II I 7 4 I L} I L L �i COMMUNICATING H ` I I ! DOORS �, �I, ! � :I �� •�It+ I ( I I l •, ! batt �•1� 5'd / '`r I r�11 �� t � �84 '`'`F •s �� � I ! � ���� � K --___.__=�J., � ,63 9� — — Ti H I I - - • 10 E E I - � - ! � �� ii `! ' 1 I` » 82 I � � H 'Y IL� BATH f---1 _ I Y H.C. 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ARE SIMILAR 1/4*-1' 0" \ ' SW WASHINGTON SO ROAD 17 OF ca ?C• ,4 �+.x•.,.N..- IF THIS DOCUMENT IS LESS T t l l �I I I I I I I I I I I I I I I I I I I I l l 1 1�I'I 1 1 III 1( 1 1 1 1 1 1 11 11 I I,I�I�- d LEGIBLE THAN THIS NOTAT1ON L�I I l�l -L_ ._h 12 I_I..I�'I_`'� _I I I_I 116 1-1--I- - �I I I I '4F�lL 2l 1994 9 — IT IS DUE TO THE QUALITY OF _ No 76 �V^� THE ORIGINAL DOCUMENT. � E Z BZ LZ A�Z Z 1bZ EZ �Z I�TZ OZ 8T 8T Li 9T 4l IrTi ErT I ZT TTTT I o�T 8 I L 9 �9 I �4 �S I Z I Tvru� IIII IIII�I ILII I�IIII !III�IIIIIIIII IIII IIIIIIIII IIII�IIII Illl�lllllllllllllllflllllll ll�llfllllll�lll►11111111111111 IIIIIIIII111 111i1IIII111iIfIIII,IIIIfIIIIIll111illllllUl1111lUllllll llllllil!illW I111II141VIVlllVIIIIIIfllllllll11111111 {11111N NNINi{I WA k MK DE5GR1t•'rI0N rl����n iCiP.t"1AKK9 sli 1'NoF.JIt OF PFS P++�� �,t nUn� r�cL.l_ W-404.9-Y, t%Ir-�E Ma ar-rT — ---- - — '� Y l' I �vau Rn Wil✓ ell RAGx.. `t' Ml' r^•--r l' k► tr l r'So-0 4 r I.d+:TO F;"_11ii� 21Z1514 6.N. Ax_­_r►�AP_.F? 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(((�N(1�lillll(1i1111�1ui1111 ul IIIIII(((�IIII iIII�III( u(I�Ii(1111111(I(�iu�lu(�iIII�(il(�III(�(li► (I I((iIII(lull IIII II Il;lu I((i(�Illlllll(�I(Illl��l�u!111ui lullll«<�< <u<< �ullullilu«>��uu�uu��u��u �1� illli i��llll Illllwll� •J r 2.'735 J 4 a�A� NQTEiz - •- - r ! � All gas fired enuipment to be installed with quick r ' disconnects • All equipment shall be mounted on cautery or min 8" au stainless steel adjustable lege. • No exposed electrical conduit or piping is permitted. • A grease trap shall be provided for all floor sinks and floor drains to meet applicable local codes. • Exhaust hood shall be! equipped with washable filters. OFNERAL NOTEa r Y". :'.'. • All gas fired equlpserlt to be installed with quickI , e disconnects Akl •quipsent shall be mounteld on ra/tars or sin 6' Q stainless steel adjustable lags. w • Mo exposed electrical conduit or piping is permitted. Z ~i A grease trap shall be provided for all floor sinks and � floor drains to most applicable local codes. � , l Exhaust hood shall be equipped with washable filters. A I 1. Coffee Making Equipment �i r 2. Soda and Wine Refrigerator =— t • 7. Ice Maker 1. Stainless Steel Double Sink 5. Spacer M v 6. Fryer w 7. Four Burner Stove 8. Hot Plate 9. Griddle 10. Stacked Steam Unit 11. Stack Oven with Overhead broiler l 12. Hand Sink with Soap and Towel Dispensers, 18 .X 24" Mirror 13. Roll-in Freezer Cabinet 11. Roll-In Refrtgarated Cabinet IS. Roll-in Heated Cabinet 16. Type I Exhaust flood with Ansul System, i Conditioned Return Air an4 Three 75 Watt Incandescent Fixtures with Glass Cover• nnA Wire Ca/as 17. Steamer with Hot and Cold Water Supply Drain and Shut Off Valve 18. Stainless Steel Work Cabineta with Sl tding Doors and Pieta Shelving R`iI�F CORRIDOR =� , r a 1Il 1 � r � i as w� Ir I r 44, lu T 1 i co `{ b \ M I P �J I M� n p �•N kti, I 3 n I N 1 � 4 4 4(( h I C ..��– F • 'Iq v CDOr m PO L- I ; CJ r .1v4 1` N C .. a Did R� CQ co l ENLARGED BANQUET KITCHEN PLAN of i 1 �r1U0 SW WASHINGTON So ROAN A4,03 19 OF 5•' a " 1F THIS DOCUMENT IS LESS t i 1111 I ! I I I I'i ' III II III III 111JTTTT IT h 111 IIT III r I III III III 1i1�II 1111111 I I III III III III III III alII 1111 r.,�. fI I I i i ! I ' f ' IZ I I I � 1 �4 I II { j6 I_ I { �r I I Ig �_ { y 1U 4111lAPRIL �3 994 LEGIBLE THAN THIS NOTATION, L— I ,�, _- -_�__ ��_,� ---_.___�.� _.--- I IT IS DUE TO THE QUALITY OF No 36 � THE ORIGINAL DOCUMENT. __ r -_". --� �cI£ L 9Z LZ 82 I Z 4Z E z��Z i7. 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(�f�J�l..j NF- • I�LEVATI 0 N I 1 E LEVATI O N E L EVAT I v i�1 Q 10 p 8 ,/Yat'-d -- - -`,-.• e MIRROR I % I `I - I �' N TOP 1 , / "'i•1'AX -Tr'P r^Irl', ' 41 f i --�- I '. t' I/rot II ,tr�tf�rtE co I F.trw-1 ;r4 0 CQ r II - _. ____ ._ � _ - n E VAN I VANITY F!Atr - �i,c,�>I l l , 4 I * _ 11-21k c, - --- I _r 2735 ` v--- �- SECTION \ tiJ�v ��°'� A5 .03 ' I VANITY ELEVATi JN \`�_ r J F GT i or�J ... ,•_,,d VANITY �. �•V�T o r'� .- I d ' g00c) 841 bIASHINOTOhI SCJ ROAD 1 • 22 OF 53 11 f tl I l l l l I I I I 'I I I I I l l I 1 1 1 T t i l l i l l l I I III I I I T ~ I LEGIBLE 7DIlANMT1IISINOTATTON. I ` I + ! 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I PFIITITIDI! r10✓ P > �.W.G� �� Tt IMn 1• _ 'j• er 1 pr, Jill tili,Ast E L ETS MIxEI\ VAL>/k rl/ ? - I �GFlMIG '�Ls • -T—Ir P��/y� ijf- TWAE Dirf f n TOILET f0- 4 "Mt W/N� �_ , CGxd'4 �TGP cx�•t. °j' 'X n ( c:fiRfY tc '•Ilr ✓ANIT-1 CUT70► I r -- C ,d I f ' ICEI�.RKiB/ MIH 2 ,r l - 1!lW/ , � --�-•--- - - __. _---•�-- -.._._ _�_ t t - � I d' 1 - _ __ '►xl ELEVATION VATI1-47 `l' ELEVATION EL �� 1 - vER�MIG E 0 N 1 2 V- L r-a fel 0 V1 W CU - < VI N'('L r a%)E �. VII '' PeKG ` 0-.4 OC - E - - - - -- - t�'L rn -- +c�I E•T� �%R �t-toKa G�Tlf�"p� TTI _ AA V 1 tY, - _ - -_ I ,-.___-_�._. - h�lovs�!'x-F F�!'Tic r� I .._.__--------- Q' C�7 V I.1 G, ....�___ C ' 3MkXETEr1TC p. (./ Ka ;'1 ei��•�1 p t-lk I _ - } -- - al►�W�FC �Zr G I \ / c.H K,`M& -TLN K4-urt Si'r�I Wlc.crt •a:1� — T�/1 Gll'�J D Q"K; -i I j % ►?�, a 2°x .tTCk F}^f.; -re.kEL►-� C.n°�'1`f �p K� �'R� --�-,- , � HI�nC.N IN' TdLk*A r- 1 Fes': �� nL.ac.lc _ � � � _. �, .- - �rI N-Tr�� rx.�r� '� ��•s� r t.<<:.-I�__..-- r \ � i i BEYOND ' -- - I I � E � FRt•�'1� - I SOAP V?-+a _. .. __ !F-;a-,IG T,Lr - I I f v W.G. - V•W•�,_ I �Oj L__ G fI aaTt�T .. _ I UKJT 'T�xTLIRG - I l { � 1 ELEVATION E LEVATI O N ELEVATION 1 E LEVATI O N 0 0-4H VIUYL CuRIJE� + VINY'_ Ct"hi� ry �+ R .� re Ft. 04A,-L GNKcM'" N F -- / _ . ♦ - j � LI6I-17 11XR I E� •ty I ... � 1, 'I.; �- �.wL, �N � � • H / )4%111 M•ro I I I i / ACI �7h ADJ U�TaP�t-E N� ) I I 7'<sXTURF.. 4GIx'6`�CW�IN _INS ff ., / �;I i �I 1 . �y �f•�u I �' i J 7 tlL:"LI: MLINTIIJ°� R ti/s V,W.C. ) .. 114 r1C44- - ( CRIoLl11.1^!._ MAAJ P I I I - - � ► I ' � `fix � � / � .,.... .„. OM�? 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ELEV. 113'-0` -- r CA ji W I 1, I �•, I I I il� �F -,==-r i 1 11 I 12 t ST FLR100­(f ELEV. q -- LOBBY At CONFERENCE FLR. ELEY. 98'- -- r - JJLL ALUM, 5TOPLZP� NORTHWEST ELEVATION Or - 1'-0" 1 2 ( 3 4 5 ) ' 6 �. �. 8 9 10 11 12 13 14 1 15 ROOF SIAB ELEV. 180'-8' _ i > 2 14 ' 9TH FLR. ELEV. 172'-2 t/Y - !-•- DIP'Vr LOR I wa ' 1j 8TH FLR. ELEV. 163'-9" LLL 7TH FLR. ELEV. 155'-3 1/Y vri' w1.oR 2 - — -- - _ I w , I I ►; � I w t II I --I ' - a 6TH FLR. ELEV. 149'--,d' • 5TH FLR. ELEV. —138'-4 1/2" �C'( court+ v- .,>- —_ - _.. . _ ,_ _ _.t �_ . =- - -IT _- I - _TJ 11 T F-1 �_ 4TH FLR. ELEV. 120'-11' � r- �- _ _: . _. �.,,. - -Ll . - J �--+ 3RD FLR. ELEV, 121'-5 1/2' • • ' I - ---•-- - yT-- - - - -. _ - III r. / - 2ND FLR. ELEV. 113'-d' - r ter 4 _ co LA ,"A _ �_-:�_. M KI L..1� E�E!{.If+•."I '-C� CN I� 1� I -'• - _..-. 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O�1 Q?R m%w l Nd• 6.0" VE I�t.X.CC+ TD GIVI FSR fLf P l9t M +., r►tJ19H rte ij- — I /�/�J NORTHEAST ELEVATION I vI51vN Prw __ -- 9UC�L:1 5W WASI�i I NG T UPl 50 f?Cl�ab WToA"L)ME L F0t4AR-_ / 1,—Cr � i l/V 001 28 OF 53 _ IF TTI E THAN isUIlEssTATION, T f I I i l l l l l l l l l l l l l l l l I I 1 1 11 I I I I I I I I I I I I T f I I I A I^ i I I' I 1 1 1 1 1 1 1 1 1 i l l 1'I I Ili 1 1 1 1 1 1 I I l 1 1 , I � 1 � 1 � 1 I � IIIjI ISI I � I �TT>�.r���jI � I � I � ( II � I � 11r � � I � I � I I � ISI I � I � I � I' I � Ii � J, i�,Il � i � iii I � II � i1� APRIL 2(3 X994 2 —_ 4L-----5.L� ---�_ ___.R ._ y 1VL_ 11 • � IT iS DUE TO THE QUALITY OF No.9e ••-Y' '-•" THE ORIGINAL DOCUMENT. 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M�i 1 0�!," 1'AVS' .w s•� F Ew VrtLtl'f FIN.FL2�AA . FIN Fut - 9_ tlrl.rl.x.7 ITt- -1tn" g•b r Ft►J. FSR. - 34 1 �, J 23 24 � . r ,,,..,�• _ _ _F .1' S'L / _._.._a.___-rte �Il 141' 9 ._ ._-. I •S „ " _.- - {\ Pt„G _ ' S , q\ ' 4 , 22/20 ,411 07 17 I I t 1 15 14 13 12 11 10 C 8 7 6 5 4 2 z ILL E--4 • I ROOF SLAB ELEV. 180'-8" t -- - -- -- -- - --- ---- - --- -- ----- - -- - - -- - - — — - ,. t. T -9 2a 32 - Tr IF If I 9TH FL.R. ELEV, 172'-2 1/f ' I � 8TH FLR. ELEV. 183'-9' `� --i19' - F • OA LLIL 1 I I L ` i 7TH FLR. ELEY, 155'-3 11f - - - - - - - - - -- --------- -- - -- -- -- --i - _ _ 6TH FLR. ELEV. 146'-10' flT l =EL 5TH FLR. ELEV, 138'-4 1/2' - — - -- - - --- - -- -- - - -- - _ e.. - - - - - — - - - -- - I - 4TH FLR, ELEV. 129'-11' - T T- 32 r j3RD FLR. ELEV. 121'-5 1/2' I _ Y ..al.,� ; . .•- _`" ��r _ _ _ � � _...,.-....y�„ - - - - ._ tr:•4�y a ^ \1 - - - - .• r i 2ND MR. CL.EY. 13'-0" r � co • dl I 151 FLR. ELEV. 100'-0' .�" LOBBY & CONFERENCE FLR. ELEV. tae'-0" . _.- - i,-i•s-t lei.:. �•1 v i1 r nrgN ror' �r#w SOUTHWEST ELEVATION uE.a ° °°'�` r 273=f r- i b A2.0 2 9000 SW WASH I NG I ON SO ROAD � 29 OF 53 t IF THIS DOCUMENT IS I,EhS ' T(I III III III III 11111!1 �I I III III III I I T�T fll Il1f III I I III III fll T 11 III III f�I III Illllil IIIIIII III III I I IIIIIII IIIIIII III III IIIIIII III 11 ill JI I 1 ' ,� ja■■ 1111 LEGIBLE THAN THIS NOTATION, I I I I �, I 4 I! 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I P I S DUE TO 1- L ___- ---_---_.- - THE QUALITY OF No l9 �•"".7_'—"' THF. ORIGINAL DOCUMENT. ��cclI��� aT�Z 9Z LL 8�Z Z 7. E�Z Z l7, Q [R 8�I l�I 8�i 4i 6i �EI �Zl iT ir8 ULM 8� �4 I ti l L truIII IIIIIIilllllllllll IIII III (IIIIIIIII IIIIIlulllllllll IIIIIIII IIIIIIIII II IIIIII IIII illllllllllllllllllil l ul llllllllulull IlIIII�I1lWWil ull11ulll l IIII Illl�a11 j a 1 - 1, � � mw DD� C ) \, A 0 r , F ; r cn a"2735 ``�z- 111 � y Win� �'�•' � t T � 25 �� ROOF SLAB ELEV. 190'-8' - - 1 �;'�✓ , I�\ �%f L I I I 2 M 1'S f5�o I ._ -- _ � --9TH F1.R. EI�J. -172'-2 1/2'- - - l lC 9TH FLR. ELEV. 183'-9• I 7TH FLR. ELEV. 155'-3 1/7' ( I I I 8TH FLR. ELEV. 146'-1C I —_-- I I -----I_..._ -----.__ ------____._- - - - - - _ ' - -- - --- - - a 5TH FLR.ELEV. 138'-4 1/,- 4TH /2'4TH FLR. ESV. 129'-11• �_ w N bTl Ns. � I A cn 1 1 H . 3RD FLR. ELEV. -12115 1/2' - _ � - \ - � I _ I - I � I � I - I - - -I F 111 2ND FLR. ELEV. 113'-0" I ' I it I 11 I 12 1 I I1 1.: —1ST FLR. ELEV. 100'-0" H --_ LO98Y do -- CONFERENCE FLR. � -- -- - -- -_ ._ - - -- I — AW 'x cf'E'� r ' NORTHWEST ELEVATION 1/fr 1!'-.0" 1 2 3 4 5 6 7 8 9 ` 10 ) 11 I 12 13� 14 15 ij I Y -�Y,17.01 1- ul ROOF SLAG ELEV. 180'-8" I I O --- - --- -- - - --- --y- - - -_ — - _ - - -- - -- - -_ _- - — — - - - -- - - - ----- ----- --. _-, 2 1 2 4 9TH FLR. ELEV. 172'-2 1/2 _---- r�v�•. � ! Ir w ��l L J _F-- OTH FLR. ELEV. 163'-9" LL I I I II Y - - �_._. —� s I- �LLL - -- - _ 1Jj-L� _� . -.� - - --- =_�J_... .._ _ --Ll I w 7TH FLR. ELEV. 155'-3 1/f .-- - -- - _ - -_ --�.�-;-�.:r-��R�4 - =�'• `. .1: -- - ----- -- -_ - --_ _- -- - - -- •--- - -- -- - -- ---- -- - -__- --- --_ __ --- - - - - --- --- - � - _..-- - -- -- - -- --------- -_ _ _ .. -- ----- -_ - _ - - - - ---- -- -_ - -- _ � - - 1 BTH FLR. ELEV. 146'-10• Al tLLL 5TH FLR. ELEV. 138'-4 1/:' - -- -' _ _ I - ..__. - __ - - - z 3 4TH FLR, ELEV. 129'-11' - � Cb 3RD FLR. ELEV. 121'-5 1/Y -- - - -- - _ a i I JOINT _ F31 —T' o% 2 ! 4 l � W lq4Y L a lei!VNi+L C' � 6T C;) � I Q�f+7 � _ _ _— Llr•dT' "C- I ✓ A. - c vI p� O c•hr1'+ ylnNvv ol54 I• �� ,� h'_b•'r;+' � ' is ��— L7� N ..t 'T llkir fiGl 4 .e'e \4'MREE7 1ST FLR. ELEV. 100'-0" AMAN CONR, FLR. ELEV. 98'-0 grnr�ri��tpr:`v, 7 cXl�"' h_•xa tiUi.. - _ -..._ _ � �-�„���'�'„_ �'-� _•i--•�....._.a.-�"' r � ^� (it6UlR.cp�- I _ � �' I Y •1 ` � k�w.,Eb ��-tw�l z�+ow►�I cel ^Tn w�� d�INI�I� c� BE .1�-r� �-n_ � ��...♦ _ ( FUJI�N ArR t"II'�mw M1e4K - 1 _ c.Iv'Il tirs hJ1 W ,- , I�._ NORTHEAST ELEVATION A2. 01 t 71'ri rt r SW PIASI'1 i MG rOPJ SO Fco(AD { , 32 OF 53 t S w IF THTS DOCUMENT IS LFSS T�r Illellt III III III III 'Ill III III III I f 1T�TjT )1Tri1 rlT�f�I r f III III III T� 1111111 III III III III III III III III I IIIII III'IIIjl11 III Ili 1111111 III III IIIII I ' * LEGIB'�E THAN THIS NOTATION I I I I I I I Id 1 I 1 s 17 a APRIL 23 1994 IT IS DUE c ----`L- ----_ ----- --- '----- 1-- 1 .� 1� T) THE QUALITY OF NO 36 �'--_•" THE ORIGINAL DOCUMENT. , op E Z 9Z LZFil'itl til 071 8I NI Ll 9I 41 6I EI Zi iT I i 89ILLIIIIII�I1li IIII IIII IIII IIII�IIII IIII IIII IIII IIII 1111 Ilii IIII�IIII IIII IIII Illlillll IIII II IIII IIII IIII IIII IIII IIII IIII�IIII IlLltw Il�llll 1111[1!1111L[lll I IIII�IIIIIL1111111 lllll IIII�U11lll!�IIII IIIIINIII �I "I �. Tjgw- . ,:y �''''." � K!GI 3hAG.tt• •� F1� 7MaG�•3 0 OGi tµGMl .,�t�-_3.•.'�t?-. _.,__._r_-------__.rt1Q_:•r1P,:r.iC�__ _ _ �_i.! I �, GLA71�joI 1 h� 10 pl 1LI. I. .M 6M/• Yp KP H'TL FLAINI/�b 17 7 1 \ I � 7 r+,TGNI. ._... .1 • -" ��.� FIN.FL IZ•, ! so I , ryp \-0 t —_ --- I I it I) � II • FIELV t'.7�J1 L'•'}'�" ' •7�'— L'7y}l' _ S�C?��Nw.i1 L�'1�/�,• _ 11'!.' ilElV RI 8; '�. •� � �vMlrr�- pIU c.�c �' E�..4 1L V I I ''�.1 I j � I �I �I I Z �t ' ,�^�/"_".� IS L I �� `s ` �,/•� I • L I -�.___._.__ - --_ - _. _ --I l I� _I - - — r ------1 r- __4_ — wle q, ROOF is L-2 ti \ 12 } \ 11 / ( 3 } .__ I uu�-�nN 5�+tiri ,�" 1 - ---- -='--'`'' _-_la XPi I►�-�__ I 1 -_ !'_J iI � Z'_b✓�. .r � 9 Yea.fck:: Z-•� 3 _ -- - .. ._ I ' i , \ I 1 ViRI►/ r� of N j FIN,FL FIN F4,It -q 1•IN.FU+..7 I J� � hjlEL. vk 'IrL•Y '' a Ll.. Ij2 L:--TZ„ / _�� @L,. IS*i 3 " �J� i I I Fla). FL.R.- !. _ 1 38 34 rLi TL� F - x, v, L �. 4 -•• � I F1W.,D SRI _, w"71 I N 23 24 25 FL.K 37 •o• ",, '� _ r. c * � _ vIN.►L.x.- Kau. - _.if- F n. Ila { 2n] 15 14 13 12 11 (10 9 8 7 6 5 4 2 �,^. r / v7,17•�1 I I I I I I I I I I I f 1 \ 4 i ROOF SLAB ELM 180'-fl19 32 - -- - - ---- - - - - ---- - - - - --- - --- - --- - — - ---— - - - � i - I II I 1 9TH FLR. ELEV. 172-2 11f • ILLI &7 •1 I w I8TH FIR', ELEV. 163'-9• , , . .• ~~ v,�Y..•-.. . 4'1.17 - - - -- - - -- -- - - - - - - - --- - --- - - - -- -- - - - - I , I t I I I 7TM FLR. ELM 155'-3 1/2' _-- - _ 11r" I Y' I 6TH FLR. ELEV. 146'-10' - - - - -- ---- --- -- - - -- --- - - - - - -- -- -- - - - - -- - - >- A -- • 1 : 5TH FLR. ELEV. 138'-4 1/2' - - - - - -- _ _ - - — - -- - - - -- -- -- - ------ -- - ----- - - - - - - i I ► I ( l •�,� I u -2 LL! 1 _- -- --- I 4tH FIR. ELEV. 129'-11• . --- - - - -- -- - --_ - -- ---- ---- -- - - ----__-_ __ ____- - .. -- - - --- - mr _ TL�J I , I 4+^ ' I , 3RD FLR. ELEV. 121'-6 1/2• I I `._._. ------ - - - - -- - - -=�- - - -- - - - - - - _ - - - \3 , _ —_ / _ I rte. ► S� �X2 4 i a • 1 _ 2ND FIR. ELfLV. 113'-d' E ' - - _ .. - - -- A - - - - -- - --- - - - - E-�'c G.7. - -•. > I �'. r co r co 16 1ST FLR. ELFV. 100'-d r' ' J LOBBY Ac CONFERENCE FLJt. ELEY. 98'-0" ' V 1 MI'M� r;v EX7�4�R �2N-7�b�{FgC+I� e��r -+ta•c� SOUTHWEST ELEVATI0N ° 273"`" °°'5°°` C, t".. w YI/ A2 . 02 9000 SW VIASIIINGICIN SO POAD 37 OF 53 IF THIS DOCUMENT IS LESS �1t III VIII III III III III !II III III III 1 11(T 1jglj Tfl 111 III III I I III III 111 TIIT 11 III III 1 I III III III III III III III I I IIIIIII Ifl�16 III I'Il 111111111111111 III I r?e - I LEGIBLE THAN ENT NUTATION, 1 1 I 12 I I 4 I I 1 U I I 14 I I 18 I I I- I -� APRIL J ( 994 1�__l_____ 11 _ 1 _ _� -_1_.___ 1�e _ _ IT IS DUE TO THE QUALITY OF No J° THE ORIGINAL DOCUMENT. Le 9isI 1111 IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII III1111111111I1111 Illllli811HIM 111111111111111111�i1II1111111111111111111I 111111111111111111Q 11111111{111111111111111111 t ului t I lllllllll Ill ` lllh 9 ` 11lllilll ll�llll 1114 NII I � a• +, ,� I __.__-_------.=NSW__ -_-- --��f1NG _______ ._._----_.______.-__ _.____________.—____.._.________-_.__---_______v_—. -__.________------_-----•---_-__-._________________ __ _._ � ' ' �' t Y�l � � oana6 Iti�al aarrt�c�x � �,•r•� '� C 6 A F rJ 2735. ROOF SLAB ELEti_- 180 -6C gni172'-2 _ J - _ __ ' flits FLR. El/J. 172'-2 til-- I �- ------- Q 6TH FLR. ELEY. _ 163'-9' I I ----- - • • -, 1 -7TH FLR. ELEV. 155'-3 111Z' - 6TH FLR. ELEV. 146'_1 d' 5TH FLR. ELEV. 138'-4 1/2' 4TH FLR, EKY. 129'-11' I I I I --. — HgwAll L — - --- - ' _ - - - - -- - --- - - - -- _ — __ - _ -- - - -_- - - - — - I _ O - -- _ - -3R0 FIR. ELEY. 121'-S 1/f 2ND FLR. ELEV. - 113'-0' T - -_- -r T _ .-._ __,__ - - __ -- -_ -T- .1.. -- - —- - 1 11 LL 12 h i 1 ST FLR. ELEV. i Oo'—d - \ E; LOBBY & CONFERENCE FLR. I+ I—vu t:t L nor[ AL.UM. 5ToF� Fz*4-' �AWIk' -Xopav a It NORTHWEST ELEVATION 1 2 3 4 r 5 6 7 / 8 9 10 f1 t2 , 13 1 r � C � 4 15 � , c 17 1 14.k Oel - V1 ROOF SLAB ELEY. 180'-8" H 9TH FLR. ELEV. 172'-2 1/2- I� - - _ .. -- - -- -- —_ – __ - --�- - –__---- - ________ _ – -- - --\ v--- __– "►� otnvrr +c/_ Mzi STH FLR ELEV. 1631_9' ,1 7TH FLR ELEV. 155'-3 1/2' .Tll STH FLR. ELEV. 146'-1d' •_j.. __ _ _ , ;- - - -__. _ ___ _ - __ __- - _. _ _ __ - -)I -- --y -FLR. ELEV. 136'_4 1/2" _. _.r � � •' �- _ - , - - - -. __ __ - ..r_ -. - � _._._.._.._. �•I ` 4TH FLR. Er EV, 129'-1 t' V 71 r 3RD FLR. ELEV. 121' -5 1/2' s'.•r. - -_ -- - ___._ ----- __._._' _. -- -_ _____-._ __ _. _ -- �, -_-_ __ - - ` ------ -- -- -- --___- ,y - � S, JOINT � r. � - -. y..r�, i'rr r, - .v. V t, i x \ '',•• __ �� � / 1•i - �i. r •/ '�'' f •I 1 •"'�... v ✓.,t` ,.� as _�:! _- -... _ i. - _ :�a,t _ --- •- •-�, r•1. w •. ` � �t.�• \ (mow/' t� 2ND FLR. ELFV. 113'—d __ -_ __ _. •- _-_- _ _____ -. _-- -- -_-- _ _- ITZ E.Krn; �.vt.,.� -rp '� a i� G��"T �I N13` ''•. -- - Ari E^Eel.t n; k. O►I II RK1� Ft�'f'1 { _ - = 1 A F �4 4C� �1 i`hr '.at i,11"11J o►1 M� r ,a I a - _� i �1 blt-�T" - { b �j F E�r1T 71A•J 7o v y ly '`--Il r Rt`, a s'1�• _ b e. L4, v4 t�N rr i ,1'•• \ �••�t�.,�� �•-r 1 \ CX t v. t 1 S t a l '' ►` l•tf I t '� f•1 Lw b• eFJI_t i r n N F_*4 r { t i Id�NGRs 1�t' .,1'�Itj 1rr� ` c ,, ► .'li. 'Y ' ..1 � • .,� ' e� I:C�itA•r� Cie VAURq� � �a 1 ST FLR. EI-EV. 100'-Cf ! :: L`7� .+ �,i�,,,�( �'' ' .--1 -- - �� f•• 10 .. r �... / CONR. FLR. ELEV. 98'—d' -► - - __ __ - .- _,_ __ -r -•- _ -- ___ _ -�=� _ `" .- ,�.-�.-�. 1 !CCWA"T L 110 all_ W w,-. P) Vi r N,__—r —_--_ -- __-_--. .-_ _.--___._ — ._��i �- - _ - ' ( _-- - 1Zf4'U�t w00 7 ' - • N '• I• C �.ai !� �'Q'_ ► . _ ir:,sxx, _ �r+owN CIA 0 K wit_ C4%-+j 10 1 \c M ► Mr,.mss �- �-_ _ -'� �-_ 1 �.___ f^- _.�- - __-__:-�. _�-` '""'��✓ w1 kl ��In P ti H NORTHEAST ELEVATION - vl9lor.I .�xwe� o; �. • I � .� S�AMOREI. I"+°f•i19L.; 1/8" - 1'-0" �ri' r A2­0 SW WASH I N 1 Ula SO r,oAD ' t ' � -�►� ,�:_-;1 714 OF . _ ' •1 - ! •. ! �/'k '- •' fir. �' , t'1 rt ,• j. _ � ' 1 ' , ` � '• .. r., ..,. ♦" . r.. 1 .. - .. - ^ '_ r• • h,T�it r�"1. :!'�, . .,•L,ra+ti.l ,+ .; .''t w•' a' _ .. :�.� a.•• .. .,1 1 .. ,. 1 � -_. _.. ... ,_ IF THIS DOCUMENT IS LESS ,Ir ili '�li SII �I� �I� II� 'I I �1� SII I� i I r�rd�rll Ilr rlr Ili Ili III rlr trG i�]�I�I� IIS �I� �IQ���I� Ali SII I�ij ili ili I(i Ili ili rli ili�ill III ili Ilil� i - ' Y _ LEGIBLE THAN THIS NUTATION, ! -I 1.1 I--` 1__ I � 'I I rj1 -� V I.,.__I.__I 1_I I APRIL �� 1994 --- - - s IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT, - - -- - -- 1 t8l, 1lZil 8IRL 99 b 8II IIIIIIIII IIII IIII�IIII IIII III IIII�III IIII III1�1III IIII�IIII IIII�IIII IIII�IIII IIII�,III Illi IIII IIII�III IIII�I �� llll�ll IIII�IIII IIII�IIII IIII�,III lllllllllllllllllll llll�llll llfUllli`IIl11W illllU Iil 11111' Illll�lil If1111h,{11111N111 • t .• y,. i.. �p J>;�'f •.; r .r.. �v•�. ..f Jr•:1y t,_ � , ', , ./_,.: ('4"1 .�'./� •ri• ..: . ' ' f �.•�' � '• -:_ ., .. .- � ro �n. � t. .,, ,. .rt .w,f ., r r r. 4. .T �� -► ','�' 'r'.1' '`_ �"'' ( , i 1 �1210 � 13 'x . B 3 ) r1 i6 1 '1{ ..�'' `�\A S �. /\/\J 1�: e--- +__.. �. - - _ a.. ?I!r+'.•c/a► _ ____ __i —�-'---O-t-o---•_M (- -_ u►fvTe� av,sl.ta 11d. ?F14frL6 -�C,i�- 1A' 14'• ,' II L a2 ti b d► V►LIIRL.i IdR+ !, 104 1 — •� •rc tx10�r }�5+ p y�1 �j Q. •OWE 60 I 17r7 21 7 2 . . 15 I/L.71 18 al 1 N µo rr r rti.�c FiN,rct. L ,l Fes.• } _ _-..- - 19. 28 20 i' I ( 11 3 " I "- r---'--- - f'__'"_-_-_._..- j i r'--� -� I � - - rAcE'1 L'7 t/ i ='•TSL• FitlD t,L�O 1.� �Vtr11tY�� �.w". .. ., � _-._—_ � � \ I I •rUiY C''T V, 2•'1'1'4 y`� 2'•7 T'b" t�T _[� �--_.b 5 W�' __—_-_-____�J�-____S!_ P 1,1 �l, E--4 d I 1 I C ! 1 1 I z I� 39 29 I x ♦♦ I r .J ra � I Roo• l Roof �...1 - A 31 `x' 32 33 ��TE I t_ I-__-.- -- •17n� ul 12 ) (3 "� I•.p��- •--j• 1.-D-•� .-__-s.�_yr!gr�� L'�b O'�i- -•sem-- - ---."' --- rte., 40 t vL - I'IESb V121G FIN. :'1 FIN Fuc 9 Ft+t -1 r.• —1-7T- ' 1kl_ 172-LZ° ' -r `�-T..-- Y♦ Fi.J, i4R. I• i r u, I 111 , , 111 27 34 ' i f '' a 't• r. e ib �i '.3i PLR.-� al 1'� rim.1%, T 4 15 37 C". -- _ 38 --- - - •; i - i► nl'-e a.. Iv sIn" .-- y'`-. -sic,. � . -t,Itl s•i ��^���.�•tax " y 9 2,/28 W 4.o a Af•�JI �r.a ^q f1-t�`� 07.171`11 100 \ 4 15 14 13 12 � I 1 ROOF SLAB El". 9TH FLR. ELEV. 172'-2 1/2' - _ _ _, - - '_ _ - ___— - - - - -- a.w .L ' __ - - - •� ' 1 ----•---- _--_ - - .__. ___ _�_/ �.�____'-_- . . - • . �- X11 lt . • eTH t<ut: ELEV. 183'-9" � ." '• • • - 2 i�11/'I- —.. — — -,.-_ -- --- — — - — —�— :.,�.,.; ., i 1 - 77H FLR. ELEV. 1153'-3 1/2 :... 11 em Fut. ELEV. 14e'-1d - -- -- - - . , • ._ ._ -. _ ._ -_--_ - _ � -_-- ------.-- ,- - _--_.___. _� _ _ - _ -._-. __ --- - - -�'� -- _ �' .. _ ;. i 5TH Fut. ELEV. IM'-4 1/Y — – -- - - I , 47H FIR, ELEV. 129'-11' _ .� _ � ••� -- , •- - --- - -•1 '-:.+_____ - - - - - --_-__ -. "T`_'•'- s- � �''\ .1�♦ , C >\ -44 1— 7H----I ' i ' ( 121'-3 1/2• � -.__._. --- ,� - - - + ^►. - - - - ;\ +-. •-- - � •'� , 3RD FLR. ELEV. _ - '" �--�'� 2 •, - 1 _ _ `�'i a ..♦" ,.� .w "� •1 -r. .Y� 'i r. t ,�. w.•. •+ �.• N 1'1,��.'� ti fir' ., .I. � '' j '.r• 1� V�� - I t . - 1. . .'� 4 "•-. .+ 'r:' J' 'k �^"��,1�� ,`, � r • _�...�--r++,.---..4-?.-��r'"'t-..d.-•,' .� .., i i' ..�• �`1'.�1 �. ''r ice"' 7. - __ __ S' � �.�\ �,`: Ll' + AL•wr.r aM •��• .1 .f r, '. _' `,:�t•�t.lY f'•" ,,,'�„a•/, •''.✓ «h.. ,' a-••s•-.+R•- •t i • i �. '' J . , - ) '11. :J:r..•r..� .S Ash',, .►. '"'1111 y..,•.. ,.,► -__.._ "-•.�' ° -._. - _ '` ♦-- � �'-'� /�'�� r o ��pl+t 1 \"�'`` j - ` , -, .t"*�-T_ ^L• "�,; 'Yt- 1r.;�Y' �' r r - -�••]• 'r - MA1W WI I Jam, - --.♦ 1 — i+ :,�. , i: , 1 '�•.� -i 2NDEIEV. 113'-d -- f . f :� , ,1 ' �,,�.,= a�;,�fir, ` • C �• PC, V18 µ - ..... \ - •.+n •.1''I ��.tii , 1' ,�, �' `' ,r ,� Ir � �,�T..-,Y..J„-...., �s.•�T„•ti •r.......�.. 5 .'�•��_,�..•-r1w' 'S.v. •"�'.- r__`•. 'T'1 IST FIR. EM. 100'-d - -- - - - - '' ,i �.'. _ ",•T «-:;� - - r_.3. , �: - f: -�-„- _''�.J. ``t ' �r~ H ck' - L0e6Y co M-E cE FLR. ELEv. oe'-�' - -- N y N } tilt. feM��n7rvt1 unµ �v�c .hr _tx, �Ilna - 1 I ?,NIO eYlTGM to. - � I r SOUTHWEST ELEVATIONA2, .10 e� nr c„ IF THIS DOCUMENT IF LEss rll il� 'lll III SII ill 1111'1 11� il� Ali I 1 r{7 1l! ill Ilillli ili ili Ill r(. ti ��i il� �I� �I� �I� Ali �I���I� Ali ili i i �tli hili t l l I I I I I I • ' I I i 7 ► I ( g I 1 9 10 ` - ' 11 _ ��, APRIL 3 1994 LEGIBLE THAN 'I'11IS NOTATION, L. 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Tech Center Crivc: �� �FoF')03) nd, Oregon y72.?3 N ; V`_/ 1-1/2" VENT FROM FD-2 UP TO MLCI WITH VE,if HEADER ON 2NO FLOOR �r>03) 684 5400 �, r a TOILET FIXTURES. 3 SEE WASTE/VENT RISER 6/P5 AND WATER RISER 13/P5. 0 SEE WASTE/VENT RISER 1/P5 AND WATER RISER 13/P5. (2.3 3.8 5.4 7 5 9� ' 0SEE WASTE/VENT RISER 1/P5 AND WATER RISER 12/P5. Y REVISIONS ! T 0SEE WASTE/VENT RISER 1/P5 AND WATER RISER 14/P5. \ / 11 PIPING & SYMBOL LEGENDU7 SEC WASTE/VENT RISER 7/P5 AND WATER RISER 10/P5. PLUMBING EQUIPMENT SCHEDUL__ WASTE ABOVE (3RADE _ __ ___ --_--- - -- i DESCRIPTION CONN CTION SIZE: WASTE 8EL0`N r,RaDE O SEE WASTE/VENT RISER 1/P5 AND WATER RISER 11/P5. SYM C� III I � s� I _'- VENT t�9 SEF WASTE/VENT RISER 2/P5 AND WATER RISER 12/P5. I BP-I BOOSTER PUMP: PACO PUMP DUPLEX 5000 BOOSTER SYSTEM WITH 3 HP, 3600 RPM, 480V, 3 T,._ __rT___ VENT BELOW GRADE 10 BRANCH I" COLD WATER AND 1" NOT WATER WITH SHUT-OFF VALVES, CAPPED REGISTRATION I-o61�Y \, PH. PANEL INCLUDES PUMPS, - PIPING IC C)' GRADE ( � I PACKAGE IL , , "' MANIFOLDS ALL QN SKID. ' _ -- DOMESTIC COLD WATER (DC'N) � I I --- DOMESTIC HOT WATER OWN) FUR KITCHEN EQUIPMENT SERVICE PIPING VNECTION. 11 4" WISTE PIPING 51U6-OUT, CAPPED FOR SERVICE CONNECTION TO KITCHEN WH-l WATER •H�,ATER: INDOpR UNIT TYPE, GAS-FIRED, 1670;MBH INPUT, 1624 GPH RECOVERY AT l 1 DOMESTIC NOT WATER RETURN (DHWF-1, E UIIMENT. - _ - ^\ \ 100'F TEMPERATURE RISE. PACKAGED WITH 450 GALLONS STORAGE TANK. I NORM DRAIN ABOVE GRADE �'� TELEDYNE LAARS MODEL. 1670. Q - =SD STORM DRAIN BELOW GRADE 12 SEE HASTE/VENT RISER 3/P5 AND WATER RISER 11/P5. RCP-1 RECIRCULATIUN_ Up MP: BRONZE BODY, 1/12 HP, 12OV, ,8 GPM AT 12 FT. HEAD. CLEANOUT BELL 3 GOSSE T T LR-15B. CO 0— 2" CO .D WATER DOWN AND BRANCH INSIDE WALL TO CONNECT TO (4) WATER __� _ - __. _-_..__________�_ ____�_.__.___-._ _.__. ______`_._ _ _ __. __ _--- ___.__ -____ _ WCO,C WALL BIBB aOUT CLOSEIS AND (4) URINALS. \, I HB F0 .,._-.. HOSE B R 14 1-1/2" COLD WATER DOWN AND BRANCH INSIDE WALL TO CONNECT 4 URINALS. , \ FD GASFLOR DRAIN O I � 1 I I ___.� GAS REGULATOR, h--1 ,66 UvlL, *iTe NWb+ , I � ___ GAS COCK W 15 LAVA.TuRY WASTE- RISERS (2") 10 COMBINE INTO SINGLE STACK (2-1/2") DOWN I I \ IFix GpNTINU/ rtON SHUT-OFF VALVE IN WAIL FOR CONNECTION TO BUILDING MAIN WA.`TE BELOW GRADE. BRANCH 1 BALANCING vVALVE—� _ __ _ I \ ----•�n- — SHUE"t 1/2" WASTE PIPING AT EACH SIDE OF 2-1 '2" STACK IN THE WALL FOR ---- T -` - - -__ - \ \ i O SERVICE TO 4 LAVATORIES. (2 LAVATORI, 'i ON EACH BRANCH). —^.-- r�-- "-- \ �"�� I � � \„y ` I _._-_- MIXING VAIN/E y _ RELIEF VAL✓E _ x 16 SEE WASTE/VENT RISER 2/P5. ROUTE STACK IN WALL TO BELOW GRADE FOR I go I ECO ►--- END CLEANOUT '- CONNECTION TO WASTE SERVICE MAIN. \ 6, G„ -_v 4 ►�_ Ma- ___ "J k. i, 17 1-I/2" COLD WATER DOWN IN WALL FOR SERVICE TO (2) URINALS AND (2) -'" - + T `a --SSD"'�"� CLO. - - - � y LAVATORIES. 1/2" HOT WATER DOWN IN WALL TO CONNECT (2) LAVATORIES. pp 130 -. _ W `•-q � r — 18 4" VENT UP IN WALL TO CONNECT WITH VENT STACK OF THE UPPER FLOOR "'- -- -` - -- - - - -4 FIXTURES. T LEPHONE ALCOVE 19 3/4 COLD WATER AND 3/4" ,'HOT WATER DOWN IN WALL TO CONNECT TO `\ I LAVATORIES (8). I G 77 11� PRE-FUNCTION COO 00R +' l -_ 20 uj 2" COLD WATER DOWN 1N BRANCH INSIDE WALL TO CONNECT (4) WATER g ; _ � Is `rw CLOSETS. ° �/ - __ - - - - _ ' 21 1-1/2" COLD WATER DOWN AND BRANCH INSIDE WALL TO CONNECT (3) WATER Y% T_ "� T- CLO. CLOSETS. ®� I -t 3o O m 22 2" COLD WATER DOWN AND BRANCH INSIDE WALL FOR CONNECTION TO (8) WATER D _1 J l CLOSETS. j I I 1 ® L _ JMi-_ I 23 4" WASTE PIPING IN CEILING SPACE TO CONNECT WITH WASTE STACK AT GRID I! ( I �1-� Z�G ZN� u CL w 11 AND E I I ac -2 I24 TYPICAL COLD, HOT AND HOT RETURN PIPING DISTRIBUTION FOR BACK TO BACK - I __u r lr}I- f TOILETS OF 2ND THROUGH 9TH FLOOR. COLD WAI[R - 1-1/2", HOT WATER I I I 1-1/4" AND HOT WATER RETURN = 1/2". PROVIDE SHUT-OFF VALVES AT HOT CONFERENCE ROOM #1l I CONFE = ROOM #2 AND COLD PIPING SUPPLIES AND BALANCING VALVE FOR HOT WATER RETURN I tt3 PIPING. I 25 SIMILAR TO NOTE NO. 24. I ij I M PRE-FUNCTION CORRIDOR I 26 SEE WASTE/VENT RISER I/P5 AND WATER RISER 8/P5. 1 103 I F..%IST'G CGNF. RM. I I 27` SEE WASTE/VENT RISER 4/P5 AND WATER RISER 8/P5. _ I � 28 SEE WASTE/VENT RISER 5/P5 AND WATER RISER 9/P5. _.I 1 qA6 PIPI«461 UP THRu kWF I - 29 5" STORM PIPING TO ROUTE BELOW FOOTING TO BUILDING EXTERIOR FOR - _ _ -- _ _- I - �1GI/II4ArC- AGTU,*i, , CONNECTION TO STORM MAIN AS SHOWN. r Ir '-�---- (,VN N*G L11 Onl:N T�E FIF.).17• r tEN1=TIZATk%'•1 -� -.- 3 1-1/4' 2 LB. GAS TO WATER HEATER. C,)ORDINATE CONNECTION TO EQUIPMENT I I 1'H(ZtJ 2GO F w �i�TllaA? H t I 1 I IN THE FIELD. I I I T_ -... At, KEwuIIZFD, PR0\1Ir%6,' 31 1-1/4" 2 LB. GAS UP IN CHASE. SEE,SHEET P4 FOR CONTINUATION. I -- I ( "cmut,^•ibR Iv'4TD1 O ni (L/fJN TIPN; TY 'iCAt. 1�F a ---' I I t. _ -e_.�--- cii _.- -� �- ------- -� 32 ROUGH-IN 1" 2-LB. GAS PIPING FOR KITCHEN EQUIPMENT CONNECTION. r — ..t I -� 1301 I PROVIDE GAS COCK, AUTOMATIC SOLENOID VALVE AND GAS REGULATOR. W. COORDINATE CONNECTION TO EQUIPMENT IN THE FIELD. LOAD AT v ! I_ —/A APPROXIMATELY t 785 MBH. �— r _ —__ {\ F'AOV{UE AAASONARY SLASH BLACK FOR CONDENSATE DRA;NS - -'` �- cv I Cr 210 Men �I i 1 I 4A5 VIVINk, I 1 IIN GLG SHPGE II ( z I - `124µ►J Ik4"UP_. -6c-S- UvlL.._ -,Ire Cq( 4uP CGNF. 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LBVEL 1 GLG 'GII� � ryf� urs TO 7TM FLR 5EE 5Hr Pi I � ��~ '1tiE aHT P1 i ` , e _ _ WA_ ST_E/VENT RISER 51HILARTO 0PP0,GtTE LAVRISER WASTE/VENT RISER 2 WASTE/VENT RISER WASTE/.VENT RISER 4 WASTENENT RISER 5 WA.�TE�VENT RISER tjl�SjjElVENT RISER f- _-. . ._, UP t0.7� PLOc�R ONLY NO SCALE i G NO SCALE \ FNO SCALE �l' NO SCALE P/, r.o Sc+�L� Pc SF PG NO SCALE --- -- — � COLD/ 'OT WATER RISER -•I"HW 10 OFPOSIft P5 NO SCALE NW PInINi, twurg , Hw Pit tr1,.� i2xh F LAV RIMER. r q` I w t3 FLt2 :btu s pAa r, To aAd::- 3/4 TyP op To 07TM FI-9, Ip 1pmd \ kit' f7. rN K 1z rP ur T �I ��a - N - /• pKil- k 'I' 11P U ETu 'In' fL-R /Hq V,4 I/ft 3J4 TIP Uf "0 I" F4,9 1 D/4 we To '1r►+ Fie TYP I'll" a FI.IZ I I � I cc t II O W U) Q) rr - � m ALJ ' I I t14 I r L-U L1J L °` U I , I , I I .��• W M I I �Tr lilt" N 1 rz I 4 cO O DRAWN BY 7/4 I - SIMILAR TO OPPOSrrE , CHECKED BY TIr � LAY RISER, ¢ I' TH T>aB -- Q' , n, T10UP TO qTt+ Ful. 3 3ru u'� =. 'at T� � JOB NO rHpNplt.O.PP�l7 T fP up TO IV I+LR t /'T'►p ue TU -I r" F� WATER GW SE r r�l� - " LAV 1 TrF up To 7roI'a. 3/4" % Tyr uP ra 1n"fw rw DATE F � "1`r y FLIz 0 )N � 54arFT rl�!E SItiIK Trp up T 7 .!'�_----- SINK P>A�K TO IDAG� I n '� r �� t i �!"- L/ -- k'� �/ l'1 P U TO 9TH VP UP �r(� �� F"L� 3 � warrriz ��osErs_ 3 � �`' � ND ` 2 7 2's' wATfsl1 c-ffasor I CK ro �*c4- I( TrP, ula v TM �� . Jr ygoTyr Ur To IV F14 '� ( . C T7 12 urs To ern f/, RISERS 1/4 3/ Ut PIr-�Iw� TL V-awm I� I PI r-I►�V ry rzourE hI - DIAGRAM a t evc - L GL6t 51-'ALE P SE SH`I (a1• St'A� t46 10 r-awrs r'I♦ ti1G 'G I''-aJrE I4 - 1'/` ,�► ' ' j'' �'' 3 I. I PLUMBING SSE d'iHr, F'S /T IN LGV.L L e-V- I' LEVEI- 1 ;vA -5P� IDPrM TUD / - 6aPP� t�E 5Hi r1 I" K> 1a SHT Pi \ I'I4'" ,-(tj2" pAT 1k �ND v 144 Ili' 15^C K- To FSAu�. a I . 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III .. .. _ . . ... � I" I � I I III III III I I - ,, � � ` 4 LEGIBLE THAN MTHISINOTATION, tll tI"I Ili'I I IIIiIII I I II i I I I I "1 T t�Tj7jT i1' 11I1 I I� I I I III I T��I III I III I 18 I I I III I I II I I I c Iflol I II I' I I i,l I I LI APRIL L� 1994 IT IS DUE TO THE QUALITY OF •! I Lh I1 ii n No�P 999' THE ORIGINAL DOCUMENT. -111 _ .. _. ._ ----�- —.------ti tl T81171 �z �z bI ezI tzI ov� s� e1t tt srt st zIi zz�i tt �II�� t II�� s� i L �e� ��` I�I III�It11111fI1111 NIII IIIII II11-111-19,113,IIIIII IIIIIIIII IIIIIIIII IIIIIIiII ILIIIIII IIIII,III IIIIIIIIIIIIIIIIIIIIIIIIIIIII Ii11111111111I11 IiIIIIIII I111I1111 IIIII11111111IIIll Illllllil 1W1LIlIIlIl111 iilllllll llll III Ilil Wl AVII Mechanical Senices INTERFACE ENGINEERING T 7405 S. Tech Center Drive CON ACT ANDY FRICHTL I k f Portland. Oregon 97223 F (503) 659 6394 f 503 6&1-5400 1 } PROJECT NO.: 91-120i_`- q Mc h1\C,� 2.3 3.8 5.4 7.5 (VI.2 r REVISIONS I — � _ GENERAL NOTES_ A. PROVIDE VOLUME DAMPER IN BRANCH DUCT TO AL DAMPERS REGISTRATION LOBBY x40 3 TYF-2 j - 12"0 NOTES THIS SHEET 0 32 x 32 UP TO EXHAUST FAN PROVIDE 1/2 x 1/2 HARDWARE CLOTH AT DUCT OPENINGS. LINE WITH 1" DUCT LINER TRANSFER BOX 24" WIDE x 6' LONG x 12" DEEP WITH OPENING EACH SIDE I \ GRAFT WALL. OPENING ON TOP SIDE, LINE WITH 1" DUCT LINER, TYPICAL 1 12^0 \ 15X15-, CD-2 640 3. --a 26 x 20 OSA DUCT UP TO APPROVED ROOF CAP. INCLUDE CQ'•!TROL DAMPER IN RISER. 1 '( \ \ 12"0 16"� 4 -"� \ I 1 t X11-P CD-26 CLO. Q1a04 CD-2 DD �-41 ill . -- --- ---. �__ - - -- ), I (AA "0 12 0 12"0 , l TPLEPHONE Al• -a ` 12"0 ,) 1 I't_!NCTION CORl 4 - I 20"0 �► 20X24 n3i 2."0 7"0 12"0 CL mAC-1 - - -- 24"0 - 24x48 CRG-I �........, 30X26 ' ........ T 31 24,\ „ 40x24 CRG-i i 1--; --- - -- -- T P. - E-- � \ 130 - AA 36X14 1 "p 20"0 . 1 h 6"0 . 32x16 I _ DUCT SIZES 1 .............. - --• 36X14 �-"- ----� SIMILAR TO 1 I16"0 12"0 ";6"o- 12"0 I I AC-2 I I 18"0 I I AC-1 �- AC-]) ; 12"0 3200# 12000 JJJJJJ EF-4 i ON ROOF AC-2 itENCE ROOM #1 CONFERENCE ROOM #2 113 12»0 114 II 12"0 � ! I r-`r 15X15-4 CD-2 I 15X15-3 CD-2 - UNCT� CORRIDOR 640 750 TYP-5 I 103 ��— i I EXIST'G CONF. RM. I I I 1600 12"0 --a 12"0 --� F-- tSxl2' OPENINGS I { -DUCT SIZES SIMILAR _�---i ATRIUM / TO AC-4 I Ar.-4 - 36X14 1200# o f ..... -- 20"0 L-- -J 16"0 12"0 I 12"0( � i w 12"o A L..1 lO"0 I 1200# I _ Ij � al 8 � i I � ISx15-4 CD-1 _ I 12"01 PROVIDE HARDWARE CLOTH \ I 570 TYP.2 OVER RETURN AIR OPENINGS f \l v I TYPICAL ALL AC UNITS x15T'G CONE. RM. I 12"0 15X15-3 CD-2 � 15640 2 CD-2 � $ E 6/M5 SEE 3/M5 I14X8-/ l'' N z 750 'TYP-5 18x20 OPENINGS L T /a" Fc-2 1 I SEE 6/M5Fl- Fi p - 1-1/4" C CONFFRFNCF ROOM #4 I /— 24x14 CONFERENCE ROOM #3 / 115 1 SET (SSA MIN 12x14 i t-1/2" wN 26x20 WITH 1/2x1/2 �� AT 4D0 CFM 14x14 a HARDWARE CLOTH AT INLET .... AC-6 SEE 3/M3 CONTROL D MPERC _� _- �e 12"0 r 650# 26x14 Rs;: 1L- - 20x18 O.A. X E-- INTAKE UP TO 24x24 WALL \\ w MD-1 ROT_H_RU MD-3 FIRE E NTH -_ APPROVED . 'j BU I 12"0 3 DAMPER., e b D_2 SLEEVE WITH ROOF CAP � ,'-, X14 I MD-4 MU-1 M - - - 20"M ?_,x24 CRG-1 -- ; - - - - ,i I XMA ST :NLE ` _ __ - --- TYP. 1Ox1O � 1804 I l i 4-2 CD-1 I FC-5 , 92602 CD-1 92,52 CD-t 14X14 ` 2.. ="'' / SERVICE CORRIDOR EF-I _ I \� I �?l E 3/M5 r`— \ ♦ ON LOW ROOF r• ti •qrr I - --- I r I _ {' m -- - - -- -9 OIRECT kAN/OSCH iFGE �■ay � ,' ��• --.--- _ ---- _ _ _ I _ _ __ � - �- 1.4"0 ---- ---���_� -� _ _ --- ____ I r-J ----� � — ----� !D Q • � �' I- -" �� _ Y FROM-61111 �� D -m`... - . 1 26x24 I 7 p -``'i i J / - AT 45 DEGFIEES' 1 E-- 12"• CORRIDO' I STAIR I / - ERVICE CORP( A/V ROOM �01 4 � j � - � ���' I � RA P �----► _ R MFI � � �}, 111 � TELEP ONE Al, 77 _ x051 UP DN 1 - (VCR6Y Lf�Pt- (VER! SLOPE) . . �\ STAIR - qq - _- ..__ _ - 1 I+:;:_ 20 0 24x24 WALL I LO ^, / 1 j , . - I �� -- SLEEVE''wl I R FD CD-1 �S` I FC-3 ) f _ 7"0 - / I �/ � - V FIRE Ddk!Fs.. \ / -I p _ - I 0 TYP-2 II 10"0 ./ 12x14 � SEE 3/MS tt� 30X16 RECEE„ CRG-1 �J I 16 I CONT L DAMP p I t?"0 L_ I DRAWN BY 18"0 TYPE B' FLUE 1P FROM WATER HEATER DRAFT HOOD TO / \ -; ` „ I 14"0 10"0 SEt OSA M I -_��__ D.t I I AT 400 M - DJ k DRAFT INDUCER. ROUTE SINGLE WALL STAINLESS STEEL j '; -`--' . 14 0 - FLUE PER U.M.C. FROM DRAFT INDUCER OUTLET TO STORAGE , , I 1-i/2" STORAGE 5"0 50 I 14X8 1j5 I z4 s 106 FDS e'0 -' 14x14 CHECKED BY .GOTSIDE. TERMINATER WITH 45 DEGREE CUT AND HARDWARE EX 'G LAUNDRY�, - n' - - 1 - j " - - • I 14x14 BD L _ I CLOTH _ I / E 4"0 -- - - - J � --1- I JRM • -- - -- - ( x16 I 3^ _ 0- ^` ,DA T ;�'�lI1" _ �„ " 4 �y `� 2-1 2' 2-1 2" I / JOB NO 225 SRT l ; - 12 0 - 4' "0 14"0 I C(r 6"p I- 3" I / I / I 1 1 4" --- �� \ / 24x24 N \ CR -_i �=-- _ J - TYP _ CHW Ll- - - - - - -- - - - - - - - - - - - 1�+h--- Ail 1L19 -- - - - -1�- - - - -- � - - - - - - - - -- - - - - - y— / 120 �• i SEE 2 MS - - - - - - - SEE 6 M5 - - \ / F - - - - I : F -�,__ . _- CONTROL SCT MIN PATE ✓' F-1 I 1-1 4" -L I 1-1/2' . . 1-1/2 1 - -- --� / 11 --t - - �Fnr- / _ 6 19,791 �6 _ 1- 1 2 DAMPERS C�iA AT / (2) 52x18 INTAKE -- -- I / -_____J ;t- SEE I __� I ) <, 10"O �..�1'-1/2" �q� -1 4" 2" 15x00 CD-1 / r I I�I 1--1/4" 7 M5 SEE (9- Q 10x10 �- SEE /M5 ? j--. 600 TYP-3 LOUVERS 45% FREE I SEE 7/M5 / 7/M5 I �BD / I SHEET T I TLE AREA (1) WITHIN / ?v „ / I IOXD SP- C_r "0 r L SEE UPPER 12" OF I I I �- EF-P X1'D 6 M5 6x6-a CD-1 �� Mt' Ilnw;l nl_ 225 ' � 10x6 / BO TYP-2 WALL (1) WITHIN l// \ �� - - t.F. , I �- �` j,~ - E - - 1 FIRST FLOOR LOUVER 12" OF - ? _ ( 20x16 DOWN WALL. 4" - sJV' CONNECT 10 HOOG J14"0 1 I }Cj -' L On 6XF ' 1 1 I HVAC Llk' I 16x18-4 CD-! 6x802 D- 1400 YP 2 qC4r 140 TYP-2CHILLER E: 76Xb 4 CD-I CH 1 Illlll/// JJJ 1 i C� 1000 TYP. 4 5 � 24x24'LOUVER WITH � SEE 1/M5 1/2x1 HARDWARE CLOTH 1 '` SNEET NUMBER, o�zoxiz � �._ - 1 1 LOUVER ABOVE I DOOR ( > � ) (�L t 2 3 d 5 6 7 \ / �J 1 0 1 1 12 13 14- \ 5 / -== ----- = FIRST FLOOR PLAN M1 O� N to � I O w w q!j00 qW WASHINGTON 30 POAD� ao 42 OF 53 j IF THIS DOCUMENT 1S LESS r I I I I I I I I ! 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F111111111 �� IL Z 8 ZI Z11>Z £Z Z I Z � i1 ' FMAL I I� 4IIII III11III IIII IIIIIIIIIIIII IIII�IIII IIIIIIIII IIII IIII IIII�IIIIIIIIIIIIII IIII�IIII IIII�IIII;IIIIIiIII III IIII 11111111IIII�IIII IIIIIII CIIllill llllllll lllillil .1�1111 Illlllill ul iNI Nl1 111 111Lillll 111111N1 IIII�IIIIIIIIIINII I INTERFACE ENGINEERING CONTACT: ANDY FRICHTL CEO �ROff' hNT N1l't 11J111c.-il Services (503) 659-6394 405 S W Tua Center Drive Por118nd, Oicgon 97223 PROJECT NO. 91-120 1 � (503) 684-5400 �o i 1qa' 2.3 3.8 54 ( 11, 12 P2' 12 i -fA I I � I I I I j 0 a SEE 1/M (PERS 2-7) SEE 4/M FLRS 8,9) 1 CD 11 16x20 RG-1 MAIDS C.'.IOSETW FD 3 203 TYP. FLRS. 2-5 _fl K-2 K-:3 � LI� -VVI L R ED PLA TER 1&° --- -- -- - f- -LOCATE I � I ' j l EON 7TH FLOOR 6-9 i m V ,tI- 28x10-- \1A 3.02 ^ .� l _ / i._.. 26X10 JD-1 - - C loon W FD LOCATE 4L F ON TH CORRIDOR RAISED PLA TER 18" RG-'' 2 j TYP EACH END COQ R. I FLOOR 202 W F� ---- _. 51 .r N v I FLOORS 2-9 I �9,G=,Z ,,a, F-•� rp _ RATED CEILING AND v SOFFIT AROUND DUCT. RATED CEILING SOFFIT AROUND TY PARLOR DUCT. DRAWN BY SEE%V4 r. K K K K K .3 K r' r EO \ �M SEE SEE 5/M4 SEE 1/M t CHECKEC BY \ 3/M4 _ —- --- t ^? � JRM \. ® -- - � EXIST'r,. SUITE r...- � � � I �- � JOB NO �7 ® II � 91-1e0 - -- � � TYP. BATH � �I �:J � Q (31 lc� DATE JL i — 06-19-91 L,_A L-- SHEET TITLE \ f I TYP. BFDR00 I 2ND-9TH FLOOR PLN. 10 SIMILAR ,\ =7 HVAC A4,01 A#.d1 a SHEET NUMBER t �') 2 (3') ( 4 v 6 I 1 ( 8 ) 9� 10) ( ! C1, 13� 14 16 i / \ N D1 N _ - SE-COND AN M2 ^ N FLOOR PL I � ob .ARD THRU 9TH SIMILAR 1�8 r:i , SW WASH I Nl3 1 ON SO ROAD , � a � 43 ETF' S? 4. d F �.1 i LEGIBLE IS LESS �fIll�rll�lllyl I�III�III�IIIII I�Illilll�lll 1�r�1�t�r�1jT4 1r1r!ITr!�III { IIIIII!ti�iTT�f�ll III III I I III III III III III III III I I (Il III IlIill III'I�I Illii l III III VIII LI ' ! y► b I I I I I I ,� I 0 1Z APRIL 2£3 1 994 �_____1__ T__ L1 _ 8 l�L__ l i �_- I'1' IS DUE TO THE QUALI'T'Y t^ii' - No 36 �Yx-- THE ORIGINAL DOCUMENT. [111,� � �eIIII� IIII ill�fll�i illi Illi illi lui illi IIII illllllli illllllli Illllllli illllllli ilulillililll Illi illllllli illlllii illi Ilii iuIIIIQ illllllli illllllllliulll 111111 Nit] `ilillu 1111 llllllllll` 'all 9ulllu 4 4 IIfl IWlIlllu�l IIIIINII 1 1WP Mtn(.` anical S(:rvict:S INTERFACE ENGINEERING QEC PROF, 7405 S.W Tech Center Drive CONTACT; ANDY FRICHTL Portland, Oregon 97223 (503) 659-6394 (503) 684-5400 PROJECT NO.; 91-120 2.3 3.8 5.4 7.5 9 11.2 12._1) REVISIONS I \ \ I \ I I NOTE: PROVIDE ROOF LEVELING \ CURB AS RLQUIRED. \ `, I BIRDSCREEN I \ \ \ COUNTERFLASHING I I \ CURB \ FLASHING - \ 8" MIN.-- \ \ DOPING ROOF CANT STRIP DUCT SIZE '0 FIT FAN. TRANSTION AS REQUIRED BACKDRAFT DAMPER 1 FiOAF EXHAUST FAN DETAIL --�-- — — -- -�- -- — — — - --- - - - - NO SCALE D46 EE COUNTER FLASHING BY SHEET METAL CONTRACTOR SOLDER WATERTIGHT TO DUCT. I ROOFING AND FLASHING BY GENERAL CONTRACTOR. CURB AND CANT STRIP r BY GENERAL CONTRACTOR. I I - 2 DUCT PENETRATION EF-6 NO SCALE D387 SEF. 1/M3 I Alf 2BX24 ON SEE 2/M3 aj COORDINATE CURB AND MOUNTING 3 U c WITH GENERAL CONTRACTOR. 28x24 DN, SEE 2/M3 - LIj Q� -- _ AC-8 ® i ♦ x a BIRDSCREEN • v t� ROOF VENT .•' �j -- C �— MESHI 1 OWN I � -+_ a - - - - - - - - UP 1 ` AG-7 I � ~- COUNTERFLASHING -� � SEL' 4/M5 CURB 04 Cn CID FLAS cD 'c' Qz O �. FLASHING—.` �� � — - � , ROOFING �� 8" MIN '. V BAROMETRIC RELIEF DAMPER BY A.C. -- MANUFACTURERS D.1 DRAWN 6Y TYP. AC-7 & 8 ROOF DECK DUCT SIZE AS .\ - DJ NOTED ON PLAN. EF-1 TYP.6 CHECKED BY CANT STRIP ' _ — - SEE t/M3 - -- -- -- __ .—_ —. - _ _ — _- _ _ —�._�_ � JRM EF 3 0 I JOB NO. SEE 1/M3 i I I 91-120 3 OUTSIDE AIR AND VENT DETAIL DATE 6/19/91 RAT ROOF SHEET TITLE NO SCALE D168 ROOF PLAN -_ - ---�----- - 4--- - -� I _ -_____E_ _ -} I--- _ I---- 4 _ _ _- _ �_--(✓� HVAC SHEET NUMBER 1 2 3 \4 g 10 11 12 13 1� 15 ROOF PLAN M3 0 - N I < Q'; d I L. d ) O w r ,� 9000 SW WASH T.NG VON SO POAT:' 44 OF 5' ►� o s` .A IF THIS DOCUMENT IS LESS T{I (1plill II1lL� II I 1 I1111Tl- I IIll Ill II7I I I 1 1 1 ll ISI IliIII iJill LEGIBLE THAN THIS NOTATION, 3 81 10 1Z - APRIL 23 _ 1994 IT IS U'JE TO THE QUALITY OF n � No 36 �j•-Sx_r-• THF ORTGTNAL DOCUi?ENT. E Z 9Z LZ 9Z I Z 1bj?,JJjJJC� Z iZOl9 8I 8I L[ 9i 41 fyi fii ZI it l 8 9 L ��8lill�llll lllllllll T �Iilllllll lllllllll lilt IIII IIIllllil IIIIIII IIII illi lllllllll lllllllll Illllllll lllllllll llll�Illllll lllllllll lllllll�llll lllllllll lllllllll IIll11ll IIIIIUIIIIIIINIII �i 1 .l 1 ----- - - _ INTERFACE ENGINEERING - CONTACT: ANDY FRICHTL JWI' Mc:chgatlictal st',i'Vlces (503) 659-6394 Eo P fri 7405 S.W Tech Center Drive .PROJECT NO.: 91-120 f ' �`\ Portland, Oregon 97223 L � (503) 684-5400 '" �ir JeEGO� 0 17, E � G I REV i S I ONS TYP. PARLOR D/D D/D 1 00 SR-1 -- 35 CFM CONN. - 1 12x4 SUB DUCT 4"0 DUCT TO LIGHT SOFFIT TYPICAL FC 6 SEE DETAIL 1/M5 100 SR-1 11000 CEG-2 / 4h0 I 7'0 , 6"� 400 I f. _ �-- 8x8 400 6�0aw / 1 ��� _1 r h7 36X8 SHA e - t� �1 BA1 H F -1 — --- —_— I 240 TYP. 4 f PROVIDE SINGLE STACK UNIT AT — FILTER GRILL— STACK 12. 24X24 COORDINATE EXACT LOCATION WITH LIGHTS I TYP. BEDROOM I AND ARCHITECT I I I I I I moi_— I I t - _ -- - L _ � rl 3) 14 4 5 UP — GRADED 8c PRES . SUITES TYPICAL DOUBLE SUITE TYPICAL 8TH 8c 9TH FLOORS 1/4 - I I I I j CN -_ -- - I - --- --- - - -- --- - - -- - J <� —I� - --- — --- -- I — — °' I L` o I I m - -- TYP. PARLOR Q' K_4 I}; 3 I K/H.C. K TYPcr ECJ / INA! SR-t I 5X4 SUB-DUCT do v SEE DETAILL loo � IIT— — ___ — I 1 -9 - __ w -~_ C> 12X4 SR-1 I n �° w 100 TYP p :�s CD CID, CN _. 6» -__— C I I U) ,- 4"D TYr VD TYP eel, 4» — I 6 0 / _ 4»0 30X6 6"0 _. __ — e __ �� DRAWN BY EO _ 1 1 l _ -� i Y l� (-- 35 CFM CONN. 1 CHECKED _ I I YF' , BATH 4 DUCT To B I1 J - +} LIGHT SOFFIT TYPICAL. JRM `— 4"m I \ 4 - II f 1 00—TYP 1 ' JOEL ivy EF 9 I I 4"m v / I SEE DETAIL 1/M5 �.. 91-120 ON ROOF 1 + I( 1 K - 2 I K 2 DATE — 35 CFM CONN. 06-19-91 4"0 DUCT TO I FC-1 I FC-1 YYP LIGHT SOFFIT TYPICAL. I SHEET 1 I 1 L E SEE DETAIL 1/M5 � 1 YP, BEDROOM - 1-HOUR ASSEMBLY I TYPICAL -- .35 CFM ONN. REQUIRED - SHEETROCKROOMS /1, A� 4"0 DLIC TO 11 AVAILABLE WITH FAN COILS, t„J\,J`�' LIGHT SOFFIT TYPICAL. --" SEE DETAIL 1/M5 y HVAC "` �--------- SHEET NUMBER I { I TYPICAL KING 2 SUITE M4 o 1, m KING -- 3 8c KING- 4 SUITES TYPICAL KING & H . C . KING SUITE 1, __— — 114"=V-d' �� ilh'iE5 :iFiE,AI WALLS & t,- C.) ALL LI.LV. ARL `ifM11AN 1/4' t'-0" 1/ l -i' G -- - w `J w , BW WASH I NG I(JN 90 ROAD , a 45 nE= c,'. � a � IF T1I1S DOCUMENT IS LESS III Ilr �lll III III III III III 111 111 III I I If TT "I'll 11 III III I I III III IIJITI ,�'llll IIII VIII I!I III III III III III I I II!II11'IIIIIIII III III 1111111 III III VIII II2 � j T� I I IAPRIL 20 1994 LEGIBLE 'THAN 'PHIS NOTATION. —' -- __-. y � � No ie A�w_ IT IS DUE TO THE QUALITY OF _ _ -- IIII SIIII 1111 ZIIIIIII8IIIZ1111I1111L1�i ZIll1`11B111.Z1III 1Z LTHE ORIGINAL DOCUMENT. 8 1111111111lll � SIllll IIVII� Z � � 81 �I �l �B � IiIIT!Il.l�rel l�(II i INTERFACE ENGINEEFING PRESSURE BYPASS VALVE CONT FOR -=- t Ep PAp 25 P51 AT 250 GPM. SEE CONTROL SPECIFICATIONS �.�- I�� I+ ,��f'( !1.1 I 1 I l .l l St X1'1 1( 1 ff PTF ER--- � cF+wR �_ FI e CONTACT ANDY f"RICTL �� CHEMICAL 0 EED 1405 S.W. Tech Center Drive it //- SYSIEM Portland, Oregon 97223 .,YSTE M AUTOMATIC AIR ELIMINATION — T (503) W-5400 PROJECT NO. 91-120 � �� � EQUIPIVIENT SCHEDULE VALVE DISCHARGE FULL SIZE — 4" TO FLOUR DRAIN (,� . - I SYb60L DESCRPTKNI ELECTNCt1L. f«- - - - r 4' q MGM�Gi 1 AC-1 PACKAGED ROOFTOP A/C UN11 WITH GAS HEAT 46OV/30 AIR SEPARATOR I I -- FLOW INDICA`ING SUPPLY: 7800 CFM AT 1 3 IN E S P 1750 CFM MIN OSA 57 MCA I BALANCING VALVE REV 1 ci ONS 1 WITH STRAINER 4" MIN COOLING 214 MBH TOTAL, 200 MBH SNC AT 82'1" EDB, 64.5'F EWB, 95'F AMBIENT 7-1/2 HP SUPPLY I -RETURN MIN HEATING 500 MBH INPUT, 395 MBH OUTPUT WITH ROOF CURB AND ECONOMIZER FAN 1 INSTRUMENT TAP (TYP) ____ -PRESSURE GAUGE SHUT-OFF VALVE (TYPICAL) - — APPROXIMATE OPEPATING WEIGHT 3200 LB. I 3/4" �- PRESSURE GAUGE (TYP) FLOW INDICATING BALANCING BA,-ANCING VALVE / VALVE. WSTRUMENI TAP, TYP. - SHUT-OFF VALVE AC-2, 3, PACKAGED ROOFTOP A/C UNIT WITH GAS HEAT 460V/30 -- FLEXIBLE CONNECTION (TYP) -MANUAL AIR VENT \��- SUPPLY 4, 5 3750 CFM AT 8 IN E S P 2-1/2 MIN HP , 2200 CFM MIN OUTSIDE AIR 28 MCA INSTRUMENT TAP �( �~ MIN. COOLING 140 MEH TOTAL; 110 MBH SHC AT 87'F EDB, 66'F EWB, 95'F AMBIENT. P 1 (TYPICAL) MIN HEATING 220 MBH INPUT, 173 MBH OUTPUT WITH ROOF CURB AND ECONOMIZER I %' MOUNT PUMP ON 3" HIGH CONCRETE A* �_ -STRAINER APPROXIMATE OPERATING WEIGHT 1200 LB I 4" r THERMOMETER HOUSEKEEPING PAD. COORDINATE I SHUT OFF —� I WITH GENERAL. CONTRACTOR, - --2-WAY CONTROL AC-6 PACKAGED ROOFTOP A/C UNIT WITH GAS HEAT. 460V/30 UNION 1 - COCK C [- VALVE 2400 CFM AT 8 IN E S P 2 MIN HP , 750 CFM MIN OUTSIDE AIR 18 MCA nI 1 1" -_� MIN COOLING 66 MBH TOTAL, 61 MBH SHC AT 81 3 'F EDB, 64 4 'F ENO, 95'F AMBIENT -�_ - 7 S I ,--- GRAIN VALVE ...ttt FLEXIBLE PIPE CONNECTION, (FC-5 ONLY) MIN HEATING 115 MBH INPUT, 90 MBH OUTPUT WITH ROOF C'JRB AND ECONOMIZER CHILLER ~ �} 1 1-1/2" �` �- \ �- STRAINER APPROXIMATE OPERATING WEIGHT 650 LB. - I —-.--7L) -I � }` 4' 1 1.CBACKFLOW PRE VENTER UNION, TYP. C ;+�. ;� AC-7, 8 PACKAGED ROOFTOP A/C UNIT WITH GAS HEAL 460V/30 I - BALL VALVE (TYP) COUNiFR FLOW AIR 8000 CFM AT 1 .6 IN E SP 7-1/2 MIN. HP. , 4000 CFM MIN. OUTSIDE AIR 57 MCA. - - PRV SET AT 43 PSIG \ MIN COOLING 214 MBH TOTAL, 214 MBH SHC AT 85'F EDB, 65 3'F EWB, 95'F AMBIENT - - - 4" —_ MIN HEATING 255 MBH INPUT, 202 MBH OUTPUT WITH ROOF CURB AND ECONOMIZER COIL INCLUDE STANDARD 2" FILTERS ON RETURN FOR HORIZONTAL DISCHARGE UNITS APPROXIMATE OPERATING WEIGHT 3200 LB % PROVIDE HEATING CABLE BUTT'.RFLY VALVE (TYP) SPIRALED AROUND PIPE 3 TURNS /�/�/� A�/1 �1 GRADE PER FOOT of PIPE ABOVE 3 ` WLIIQ `jOIL„_2-WAY VALVE Ff_-I VERTICAL STACKED HI-RISE FAN CUTIS 277V/10 GRADE FOR FREEZE PROTECTION. � 315 CFM AT 15 IN E S P 1 X20 HP HEATING CABLE SHALL BE EASY SUCTION DIFFUSER HEAT PIPE HEATING CABLE SHALL NO SCALE D268 MIN COOT.ING 5.9 ABH SENS, 76'F EDB, 63'F EWB, 55'F LDB 1.7 GPM. 9 FT. MAX. WATER PRESSURE 3 KW U.L. LISTED, MODEL AU WITH 2 BASE MOUNTED PUMP DROP THERMOSTAT 120V/10 COORDINATE MIN HEAT 3 KW. WITH ELECTRICAL FOR POWER. 1 CHILLER PIPING DIAGRAMAPPROXIMATEE WEIGHT: 250 LB I 1 NO SCALE D171 FC-2, 3 HORIZONTAL MOUNTED MODULAR FAN COIL UNIT. 277V/10 NO SCALE 1200 CFM AT 6 IN E S P 1/2 HP MIN COOLING- 33 MBP SENS, 81 7'F EDB, 64.5'F EWB, 52'F LDB 8 KW MIN. HEATING 8 Mf, 2 STAGE COOLING COIL i G GPM, 45'F EWT, 55'F LWT, 6 FT. MAX. WATER PD, FC-4 HORIZONTAL MOUNTED MODULAR FON COIL UNIT 277V,/10 260 CFM AT 6 IN E S P 1/8 HP, MIN COOLING 6.6 MBH SENS, 81 .2'F EDB, 64'F ENS, 58'F LDB 2 KW 1/2" TYP MIN, HEATING 2 KW SUPPLY & 3/4" EACH BRANCH COOLING COIL 1 5 GPM, 45'F EWT, 55'F LWT, 9 FT MAX WATER PD RETURN 1/2" TYP. -- 3/4" EACH BRANCH BRANCHES SUPPLY do RETURN FC-5 HORIZONTAL MOUNTED MOG'ILAR FAN COIL t 4'T 460V/30 2 BRANCHES 4000 CFM AT 1 .4 IN T SEP 2 HP. 1 1/2" T MIN COOLING 85 MBH SENS, 76-F EDB, 63-F EWS, 56-F LDB 3/4" I 3/4" COOLING COIL 21 .6 GPM, 45'1` FWT, 55'F LWT, 6 FT MAX WATER PD. NOTE: Bib �,1 FC-6 HORIZONTAL MOUNTED MODULAR FAN COIL UNIT 277V/10 DELETE -IJB DUCT ON 3/4" 1 3/4" 1'. 480 CFM AT 25 IN E.S.P 1/8 HP 91H FLUOR AND PROVIDE L \ 1" 3/4"----, 1" I FIRE DAMPER AT SHAFT y ZIH MIN. COOLING 9.5 MBH SENS, 76'F EDB, 63'F EWB, 58'F LDB 3 KW PENETRATION PROVIDE ACCESS x 2.0 GPM. 7 FT MAX WATER PD DOUBLE LAYER 5/8" DOOR IN CEILING FOR F.D. I -- 1 1-1/4" 1 + MIN HEATING 3 KW SHEET ROCK. J CONNECT 4"0 DUCT TO 4" I CH-1 WATER CHILLER, AIR COOLED RECIPROCATING 460V/30 5" WIDE X 4" DEEP I 107 TONS CAPACITY TO COOL 250 GPM FROM 55'F TO 45'F, 90'F' AMB 230 MCA SHEET METAL PLENUM LINED MAX. II IN WATER PRESSURE DROP, ---PRE-FAB CURB BY AC-UNIT MANUFACTURER. 1/2" FIBER GLASS DUCT LINER �.L EF-I CENTRIFUGAL. ROOFTOP EXHAUST FAN SPUN ALUMINUM HOUSING I_'G'V/10 NAILER STRIP INSIDE SHAFT, PLENUM 561: CFM AT 375 IN E.S.P. WITH CURB AND BACKDRAFT DAMPER. 1/4 HP. TO BE SEALED ON THE 9�j I 9.h APPROXIMATE WEIGHT 30 LB, BOTTOM AND OPEN ON 1 /4„ T\ THE TOP. 1-1/4" -� -- 1-1 1-1/2�� � 1-1/2" - RIGID INSULATION 1 $jZ I 1 EF-2 CABINET EXHAUST FAN 120V/10 CONN. TO LIGHT 800 CFM AT 2 IN E S P. WITH INTERNAL MOTOR, SPRING ISOLATORS, ACCUSTICAL INSULATION AND 1/3 HP. COVE. BAL:KDRAFT DAMPERS 1 APPROXIMATE WEIGHT 50 LB FVOLUME DAMPERS y 2ND FLOOR 1 FLASHING EF-3 CENTRIFUGAL ROOFTOP EXHAUST FAN. SPUN ALUMINUM HOUSING 120V/lo 280 CFM .375 IN E.S.P WITH CURB AND BACKDRAFT DAMPER APPROX WEIGHT: 30 LB. 1/4 HP 1 I I I I ROOFING 1 I CANT STRIP I I EF-4 CENTRIFUGAL ROOFTOP EXHAUST FAN SPUN ALUMINUM HOUSING 460V/30 1 1„ I 7500 CFM AT . 125 IN. E.S.P 13 SONES MAX I HP. / APPROXIMATE WEIGHT 250 LB. LEVELING STRIP 4"TD FLEXIBLE DUCT- icy 1-1 4' - 1-1/2" 4"0 SHEET METAL DUCT -yam h�\ / �y4p, EF-5 INLINE EXHAUST FAN 600 CFM AT 125 IN E.S.P. 120V/10 S WITH WALL CAP AND BACKDRAFT DAMPER. 300 WAITS L CEILING ( DUCT SHAFT. SEE 1-1/4" \ �/ � 1-1/2„ � 1 EF-6 CENTRIFUGAL ROOFTOP EXHAUST FAN SPUN ALUMINUM HOUSING 12OV/10 ARCH, DRAWINGS. ~ �✓ 1 \1 I 760 CFM AT 375 IN. E.S.P. WITH CURB AND BACKDRAFT DAMPER 1/4 HP. ROOF DECK----- APPROXIMATE WEIGH30 LB SHUT OFF T EF-7 UTILITY SET 460 V/3 0 5 EXHAUST DUCT DETAIL VALVESHUT TYP.FT 'EE P1 VALVE TYP. 4000 CFM AT 1 ,75 IN E.S.P. 18 IN. DIA WHEEL WITH BELT GUARD, SPRING ISOLATORS, 3 HP, 4 ACj UNIT CURB DETAIL — SEE P1 AND BACKDRAFT )AMPERS. NO SCALE r \ 4 APPROXIMATE WEIGHT 300 LB NO SCALE D48 P-1 END SUCTION, BASE MOUNTED PUMP 250 GPM, 70 FT. HEAD 460V/30 6 TYPICAL STACKED FAN COIL RISER 7 TYPICAL BACK-TO-BACK FAN COIL RISER CNI PACO MODEL 2595-5 7 1/2 HP (V NO SCALE _ � NO SCALE C-�) ET-I EXPANSION TANK ASME DIAPHRAGM - TYPE TANK 15 GAL. TOTAL TANK VOLUME 2 4 GAL. ACCEPTANCE VOLUME 43 PSIG FILL PRESSURE. (� ® �71 (2) ® °' L SUPPLY AIR RETURN AIR OUTSIDE AIR -14 EXHAUST AIR .-NECK SIZE AND -NECK SIZE EQUIPMENT UNIT CONTROLLED 6-DIRECTION OF THROW NUMBER 1]0 200 TYPE TYPE AC-1 •II CH DULE— � - zz- CFM _CFM o DIFI°IJSER. REGISTER AND GRILLES E ACCESS DOOR --__�_~�"`1 � c SUPPL'r Ol1TLET _RETURN EXHAUST INLET EQUIPMENT SYMBOL ROOM THERMOSTAT (t SINGLE LINE DOUBLE LINE FITTING SINGLE LINE DOUBLE LINE FITTING ID V C' sym I TYPE FACE FRAME DAMPER Ft�I5H MODEL 01 N0. REMARKS �---TO EXHAUST ORIENT DISCHARGE EXPANDED METAL RECTANGULAR®"-'-� DUCTRSER -� VOLUME p:uPER --- --- AS SHOWN ON BIRD SCREEN ll! � DRAWINGS p FLEX-CONNECTOR - CD-I CEILING DIFFUSER LOUVERED T-BAR NONE WHITE KRUEGER SH "- ANGLE - L-•----� FIR' OAMPER DUCT RISER to IRON FRAME F'D C14to CD FIXED WITH WEATHER -UTILITY EXHAUST FAN, FD �� RECTANGULAR SHIELD. COUNTERFLASHING - L -� DUCT � <0 CS ' CD•-r CEILING DIFFUSER LOUVERED T-BAR NONE WH I TE KRUEGER - WEATHER COVER II �----_.:-�+ I MOTORIZED ADJUSTABLE SH-A-4A SEE ROOF PLAN-��1 — OVER MOTOR. - _ 1 b MD MD nAMPER ROUND OP a FOR SIZE. JD- I JET FLOW DIFFUSER 3-6"P SIDEN'FLL 0811 WHITE I AIR DEVICES FLASHING 4" 1 NUZZLES GJ BD 1- ROOFING � 'BD 1 BACKDRAFT DAMPER �I���\ ��-`�'-1 RECTANGULAR \ J-- Q 4 BL F- \ OFFSET LESS DRAWN BY CRG-i CEILING RETURN PERFORATED T-BAR NONE WHITE KRUEGER SERI[ LAG BOLTS SET ROOF DECK I THAN 15' IN MASTIC. 4 ° 9(1' RECTANGULAR EO GRILLE 1 190 COUNTER FLASHING. ° ° I 4 ° 4 ° 4 ° 4 °4 4 ELBOW WITH RECTANGULAR VIBRATION ISOLATORS MASON - 4 ° 4 ° d 04 ° ° aJJ TURNING VANES OFAN MORE CHECKED BY MODEL SLR, 1" DEFLECTION. 6X6 SLEEPER. -3" MINIMUM CEG-I CEILING EXHAUST PERFORATED T-BAR NONE WHITE KRUEGER SERIES 1 GRILLE 1190 ROOF FLASHING �` CANT STRIP TYPICAL. - w R®W JRM BY GENERAL RADIUS Eleow CONTRACTOR. FIRE RATED ENCLOSURE --rte I SND JOB N0. CEG-2 CEILING EXHAUST PERFORATED SURFACE NONE WHITE KRUEGER SERIES �� DOWN TO HOOD w 91-120 GRILLE 1190 ROOF. DRAIN BOLE. CONNECTION \ \` SPIN-IN RECTANGULAR — SEE FLOOR PLAN FOR DUCT SIZE FITTING DUCT 1 EXTRACTOR DATE SR-I IDEWALL DOUBLE DEFL 1-1/4" OBD WHITE KRUEGER 880H l RECTANGULAR EX EX Ofi-19-91 SUPPLY R;G I S1 EP. BORDER MAIN WITH � (. S EXHAUST FAN 9 RANc.�4iE HOOD EXHAUST DUCTIROLIND _AIR ROUND BRANCH SHEET TITLE RG-I SIDEWALL RETURN FIXED BAR 1-1/4" NONE WHILE KRUEGER S80H � NO SCALE D141 NO SCALE - D174 BRANCH SCOOP BELLMOUTH NOTES AND GRILLE BORDER Vt- RFCTANGULAR MAIN Wllil PROVIDE 1" FILTER TO RECTANGULAR _ SCHEDULES FG-1 FILTER GRILLE PERFORATED CEILING NCNE WHITE TITUS 8FF FIT GRILLEBRANCH Ro--u--N77�fe DUCT 45"0 Y ROUND MAIN �� • �y --- -- - r- 15' MAX lll��� 1 RDUCOU RR , (,,,,/' TH I _ CONCENTRIC ROUND ROUND RRANCH �•� _� GOUARE TO ROUVD CONICAL BRANCH TEE 15' MAX. EXCENTRIC CONCENIRIC (RECTANGULAR TRROUUNSITiCMI OR ROUND) �15'-MAXI ACOUSTICALLY LINED DUCT )H1.ET NUMBER 30' TRANSITION F— -- (WESSARE HO OE) NON SYMMETRICAL L.. WYE FLEXIBLE CONNECTION DOUBLE FORMED �\ TURNING VANES C Op _ SYMMETRICAL WYE f M5 N I N B w�� rn � N I ,fl O ICRMED U - - - - -r w F- _5 w gljlll., �41 WASFilhir FT7P1 5q p.CIND --' URIJ TURNING VANES Q 1 46 OF c' tl p i- IF THIS DOCUMENT 7S LESS 111 III ILII III III III III /1 1 111 111 III III `T FTT T1Tf 111 III II! 111 111 rlr II 111 111 1 I IIIIIII III III III III III I 11111111;111III1 III III I VIII III III IIIW ' LEGIBLE THAN THIS NOTATION, I I 11 I I I �, I 1 3 7 � I I �1 I F I 1 6 I I I�_ I S I I ��� I I lU _ I 11 APRIL �3 1994 ! IT IS DUE TO THE QUALITY OF `-- --`�- No e--nm-­ THE _ _ f _ _ THE ORIGINAL DOCUMENT. r1111 `8[ 9�i L�i 9 i 41 6S�[ Z i I i I9I9 '6 ISI Z I 11111111111I111111HII N11 �IIIIIIIIIINII 1!II{Illl IlLllllll 11111 �IIIIIIlIl;1111111ll1Il Ulll [ 11111111111111 ll(1�4111 IIIdol 1 I C) IS oq ss R E;ABAS�>Y SUITE:; NGtEI --�.iNE EM-44�JY CEN1R� C.l ` 51 47 Ir \\\ i LU -KErAININU WALL -wA5►,IrlGTt1NSOUAG: LLJ \ / = DClVE No 2 i I I WASHIN370N SQUARE VEIZTICAL CURBVIP cl C_5 L1J UJ —1 T'. kiVE No I N z - i `• / \. L s 400-- ¢ Lit LJ z cr 14c e,-S. l 5 I � CXTIZUDED CURB �\ I7d b•7 144.g�.. ___- --- - C"5 %. .� Jg, Q U (41_ _ I - JAI - - _ h / a 5) VICINITYcr MAP aouzf LL-- T .T. ,. q ' EXTRUDED CUR_ LD o' Cl ------ � gC b,���Q.71 ���.0' �2_rt_'•o' 1_.__ � / /bio, �v x-� '�' ' ,' ' a..� 401 0 \ NG NG N�. 140' l / \ 7► O NOTES VE ICAa- 'CUI�l 1 ALL CONSTRUCTION SHALL CONFORM TO THE STANDARDS OF THE CITY OF cn Z z ( '-`'' 3 I4OTFSL f�DJ5IT)ON \, HANOI CAP RAMP C_g \ j TIGARD. W O (D Z C7 a 0/� �/ \ 2.. WATERLINE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE METZGER � W WATER DISTRICT (MWD). NOTIFY MWD 48 HOURS PRIOR TU CONSTRUCTION ~ 0 J c ,' (245.n31). r -- HANDICAP STRIPING r�/� Q �� 3 'WASHIN(3TON COUNTY DEPARTMENT OF LAND USE AND TRANSPORTATION � �� - - '• C r./ \ t� /7 EROSION CONTROL PLANS" SHALL BE CONSIDERED A PART OF THESE PLANS � a W N �, AND SPt.CIFICATIONS THE CONTRACTOR SHALL OBTAIN A COPY OF THESE �- VF-KTI Cal_ CURE / t�? D REQUIREMENTS, BECOME FAMILIAR WITH THEM, AND BE PREPARED TO 0 '' IMPLEMENT THEM AS NECESSARY. FAILURE TO PROTECT FROM SILT RUNOFF, V♦ ~ 4A 0 DIRT TRACKING ONTO STREETS, OR TO CONTROL DUST WILL RESULT IN FINES, �n b V SHUTDOWN, OR BOTH. cn IV 4. PAVIN(l W')RK SHALL COMPLY WITH SECTION 403, OF THE STANDARD �y�� - - SPECIFIC,ATIUNS FOR HIGHWAY CONSTRUCTION Fl N W (OREGON STATE HIGHWAY RG-I O DIVISIC .s CURRENT EDITION). AGGREGATE BASE MATERIAL SHALL CONFORM TO SECT,JN 703.07 OF THE OSHD STANDARD SPECIFICATION, EXCEPT THAT NOT Im C MORE THAN 5% SHALL PASS THE NO. 200 SIEVE (WET SIEVE). THE BASE W \` 15 _ 8_ c)( • MATERIAL SHALL BE GRADED FROM 1%0'. THE CBR (CALIFORNIA BEARING EXT FUC�`ED CUgB RATIO)VALUE OF THE BASE MATERIAL SHALL NOT BE LESS THAN 50 AND HAVE J / n A SANC? EOUIVALEP{T NOT LESS THAN 3U. THE BASE MATERIAL SHALL BE COMPAc'TED TO A DRY DENSITY OF AT LEAST 100 PERCENT OF THE STANDARD PRO(;1'()H MAXIMUM. DRY DENSITY (ASTM D698). N LA I`J .E� tjo VE.IZT I CAL�\.r \ , P , j BICYCLE RACK PAD � CUfZE!5 i' 7� �. , cls-t�-f (d.0 �15•C' ) �3 FOR ZZ $ICYCL E 5. , �, �• \ ` �/ SUPPLY SHOP DRAWING{ \ pJ/� N \\\ _ r` r/ WHICH CONFORM TO �i �' 1 - — iB,�l x I'S,OI ,MN "►.l6.5) -- h7+�T 7 VEiZT I CA L CUK I CITY OF T I CaA.IZD ST12 5. / \ \ "' 'TIS. G•C MrAGj b - � � — _...... �, ,� \ �� v c'.Jt.� �,IZ� Ii'u 2�' I -r—r--•r--_ t __ :;' h �; � ' \ \'�(p►y � /� T�Tom:►--F.� DATE NC; NG 7r, �4G }-IC ' • TO'T'AL. 1-I l'*T c� - 51'T5 �"7!o .GMS -, (A 15 x I v 82 DRAWN BY: J (o�c° d 15'- 51,0 - �- -5 N2c7Q IG?�.v, 51ZE' C�1 n 15 , i L CHECKED BY: -- -- - 1 !Z'F.oI ro e).o� TL�TAc. � =1�E '�I' - - -- -- _ 2 5 T�T�� re/1.V I NO CHANGE 4-17-91 0 � ' Z 5CE L06 15-6-9! 3 NO CHANGE 5-� i -"i O ►4 E NI - - - - - ` / ( 'cOMrl-<- ' N WPI-TE ET tM5 TOfC SIC �I NU CIIAMGE 4 �; -To ae -�'u won n W I-I PTE 1 ms's\ a= -- ` - - Ob 2�,o I I o� e 0.o I ,d BC+.a I i 2` •a� - --- � �•'� Hi G � �� "T"O 1•--W�\/E I'"�,G.`�j��l�..n.� � MACKENZIE ENGINEERING.WC lnl N I ( � ••` \ \ C# ��IC�I•-� ® r�T� �-�'� GG� �Cl�► "1 1 .+• �199t,AL1.RIGHTS RESERVED 11 - - .� to o 2 Leo - ---- - --- - -- � �\ i ?� TNtN! O�IAMINO• ARE fIN '—EXTKUD�D CUFE5 ANOpa 'e TY Of A1,E OTMTON*a EW .N[RNUNO INCOArONAvac DU IO IN ANY MANNff".9XCRrf t IT" Tma OM O• Mtl=t111TfRN ►<NMRI► all SHEET ..._ � \ I -_ VEKT I i-AL c.URE3 m C5 n ACCESS RD. NO. 2 CL q()t)c-� ,l�l I�JF3SH I h![;T Clh! 5G1 F'!JFI�) h I7 I A-, OF 53 N I OF ,IQs N('1� 3 S I T E P L A N P R E P ARED BY PATRICK M. NESBITT & ASSOC. 1-=30'-0" 190 1073 IF THIS DOCUMENT IS LESS rlr 1111111 111 III Ill 111 III IIS III 111 III II1 r r P r11 rrr- 111 III 111 III III'T1 �I III 111 Ill SII � I � X11 � I � SII III III I I W ��_�LEGIBLE TITAN THIS NOTATION, — 1 23 4 I 5I Cl 7 I I I I I I I APRIL I �� �r IT IS DUL' TO THE —�--- _ ._ L— — -----� 8 � 11 12 E QUALITY OI�' --- - � _ — No 38 ..- FIE ORIUINAL DOCUMENT. _ �11 _ _EZ 8ZL��Z 9Z �Z £Z �ZZ �TZOZ —t 8ILTyI9IbI'll £'111111171,11,111 ZTLII�II1111IIII IIII IIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIII IIII�IIIIII{IIIIIIIIII � II � �I I I'II 1111111 .IIIIIIIIIIIII II I II III IIII�II IIII�III II IIII Illlllll llll�llll�llll�lll 1 lilltlll� Ills llllllLllllllillll.11ll�l IIII 1111.(III �IIIL�IIiIIIIIIINI C% e y s .� Q�aP Pct 240 �s ' .-�c� ---- S i Olt _ L/ b 'o c- O;i�AQQ•G�;,�o g:q a: / � '\,`s c S C.ALE. 1 "�. -30 ' I tT 4'/. oh _ \\ m ' ��-`_ ` `�-., • i �, ~•4.0 fT' p•Y. q 5:ec atmc auerul X' Radius= 5'min d;•. O Ate, s' `` QA• q O� .a�wplu u. .u. n a q awx Cbuw I'R t,ln or2"-MinusrtaveI � ,. 14 SIL oragwv vti 8"min. ;Iltrgtade Reinforcement depth / � � ,_• '�-_ � L;eotextile,as Required Provide Full Width IS of Ingress/Egress Area •20'ruin.for single family and duplex residential z Figure 3-2 � i i ti a (I yll - Fi ~ Gravel Construction Entrance 1243 -` j / titigo I 1 I I Lli \ _\ u.j `2 4 L �. 3.O I I ror�Poem j I 3 .00 awommIc sow or V • bury bocci,n oI 61ee 4`� I / • 410 °b�' 1 t Lli 2 ACG-Z � / � � ti SEDIMENT FENCE ,;, o Ji —1sv _._. -- .. _ C 2 254 ar° hl�s..ro.\ ♦ U..1 .. I _. _. - - .quirt o It _ t - tI , 1 \ I O Z O Cr U� IIIA _ - _ 5(0/ _ 9"S(p ,•, �„� O z GRAVEL CONSTR CTION ENTRANCE a o - / I < U cn g N 25ix 7.50 S 4 J I� 259 zsz- 25� Erosion Control Plot: Figure 3-3 - \v _ - - / Technical Guidance Harndiawk Sediment Fence 257. 35 Z59 / UU T , '857.7-0 STRAW SALES (TYf?� Z I9.` 58 75 W O W Z F.F. E V. 260AJU _. - ►._ 30 d V a a sem,, \ zs9. a C7 t� 2�o \ I GR VEL CONSTRUCTION ENTRANC_ 0 1cl) I Zbo Q u i I I Z 00 --- � zsgw•rs� _ti � 'LI,I I W I, 2.00 • I F.F. ELEV. 26 Q 3.4.2 Temporary Sediment Fences I I t e ' 1 Y / z�3 / •v To reduce the transport of se3ianent from a construction site by providing a.temporary physical barrier to sediment and reducing . • ``y 1 / - e , - �V runoff velodties. Conditions Where Practice AR.R ej v` ~ i 1 j I I 2101.30 / . • Down slope-of disturbed areas where runoff may occur as sheet C1 runoff. \ .r4�'�' v ^,✓ c; �- - • At the toe of soil stock piles. � G _ (QI 9.� - / / • At intervals as indicated on Figure 3-1 along the contours of large ---- / / I V I � "' disturbed areas. DATE i MARCH 5 1 � • • At grade breaks excr ading 20%. ---- MMM BY: -- � ` �'• � Following discharge from a sediment trap or pond. G. K t_I E R CHECKED BY: -- • Sediment fences shall not be Installed omm streams. - _ P. -- --- — 1 flilrllIII2IIS LL ,. Dasign C -- LA EVIS HA 5. °� lat�.aLS gci6�isng - _ ION . • Sec a for details. - �� / � Figur 3-•3 I O NGE 4 17- -5 r19fKA4 MH / SEE Ln6a 5-9-0)I _�� • Maximum sheet or ovalland Elow pall+.length to sediment fence is E . Z 5 5. 4 i l Co"J — _ i per Figure 3-1. N o C H ANG E 6-4-71 � i E' 2 �5. 2!o /B•r) ......_ _... r raj__.._ _.._ _ _ - _ til_ Z(at ..._ _ / • Selection of filter fabri,• tensile and bunting streagth characteristics I _ z�� depends on the support fence. Fabric attached to chain-lank fence need not possess the same strength as one attached to, tence of 6-by 6-inch I d6s _ •-_ - _ .. J reinforcing wi,e. Selection is thus based on standard engineering I .Z�p� _ _ 01/ MACM EHZIE ENGINEERING, INC Lip principles. Synthetic filter fabric shall contain ultraviolet ray inhibitors 1990 ALL RIGHTS RESET VE0 and stabilizers to provide a minimum of 6 nonths of expected usable construction life at a temperature range of 0•F to 120'F. I�Ilor[PITT A MAC1llNIIR M TNttt ONArINO• AA! TM! ,NteRINO INCORPOMATE Iv 4 _ __ .... materials to be in good physical condition to provide proper DUCtJPit RN ANpTMANN[14.t Ctrl I - W--• ._ _.... _. _� .... — _. - ._._ _. / ' sediment retention. ItITN TN[ •111YTlN rl11M1► f / /ION OF MRI. .� _ , ������� I / • "At no tune shall more than a one foot depth of sediment be allowed SHEET to accumulate behind a sediment fence. Sediment should be removed _ __• - - __ �_�-- ^* f/ �'e c,r regraded into slopes, and the sediment fences repaired and re• established as needed. GR -- EXC F_xFrc TB TB i- �r.�t:�,:� SW WASN�fN(..JOrl 1-30 ROAD ACCESS ROAD NO. 2 WASHINGTON SQUARE OF e Scram tales shall be placed at all catch basins to prevent ��� 4 4S OF 57, NOt 3 sediment from entering the storm system during const action. � 9 p X73 I t IF THIS DOCUMENT IS LESS �Ifllllt111( III 1111111 III 1111 1111111 Illlill -l-1'T7 I7P 1111111 1111111 IIIIIIi'IIIITIf 11 III III III III 1111111 III III III III Ili Illllil '� III1111 III II ! 1111111 III III Illll - II f 5 1 6 1 1 7 1 1 18 9 10 I 11 11 APRIL �3 1994 LEGIBLE THAN THIS NOTATION 1 I `�I —I v — L��-- --I---� �'' IT IS DUE TO THE QUALITY OF 111 — — _�_ __1 THE ORIGINAL DOCUMENT. � T No 39 'T:"' �S Z 8Z LZ 9Z —5Z y17 r 7 TrZ OZ iri ST4T 6T Ei ZT TT T t3 1 � � 19 4� T' S �i T3Ir,t I�I� T �illl�.lil�llil ►I Illll�ilillllll�llll II IIIIIIiI llll� � � I I i II 11111IIIII IIII�I►►I►111111►1►lllllLllilll! 1Wll Jll�lll► lll�llillt�.11��1►�I� Illlllll � l�llll.11ll�l lLl SWI O ,. IV 4c S 4s cFs � — Fqq Y 7_ _.. T ti�ti Op.. 40 ---- _ _ I I044,0 -- -----� ti O ��q y 253. 80 1.W.�E ND OF WALL 4�1 � r/ ' " rr� 253.50 [3 W. 25343 T.W. (ENP OF WALL 253.3 5 A.0 253.00 B.W. r Z53.1roO 7.W Z55.00 T ui ,, 25.1.35 F3.v11 — 254.00 B.W. w L I RETAININIS WALL- i - ,3""r � �., / — RE-TAINING WA,L_l_ 2 M "; ! • �"`�., `t�:. ,,�` _. � � Z 5 3.O O S>=E DETAIL zlow 0 i 253. Zo A.G. uJ 15S•80 ,T.WfIENO OF W \WALL S - O - ... 56 Z N ,�- i _ .. .. . 1'� � I 1 2 5 4. 52 A.•C. - 4 .,... 2 o T W t..l.. � a " �, ►_ _ - - -.. • 254. 0 13 W. N � O M ._- " I _ ►,, w 1 .. «. _ 25 ND 01= WAL. ) O I, ,�`a �......r.u._.._._..._.... .,._....._.............._...._..........-- ....� ..__. .-. . _,�. _.......,,.._ _....� "-� 25(0. .W. C�� ,,, • - � to 9O TW (E L W � SAW G UT _ m v SAW UZ A� I FROM CUK5 A.ND RE_MOvE 3 i I , �.••; CUK AND REPLACE WITH APPROPKIATE .;.:; cnScNv y ;Tw.. . i" Q U FAVI G SECT I ON �� r 05 7,50 'i? 41 r-1 y. 1 • N � � : / 2 59.95 ?594. z5A J uu 1 __ ..�..__.... . - ` . r - -•. Z S L 5 Z Q _ , 1 (AZ 44 V \ s Lu O W 1; F.F. =V . 260.00 ` i II 34 p SLOPE G TP RO E , ; c n I �. 05 ' cu osuR I x ! �S ARE �Zo. '•``*'_`' � Q (' � I W SAWGUT A.C. I' FROM CUKB AND '� i 251.')5 0 a REMOTE CURB ANV KE{'LACE WITH ,✓> APPROPRIATE PAVING 5FC-TION I FF ELEV. 2(,2.00 ---1 2(o l.9 5uj X 1 zr S E ENLAI�GEf7 i �,/ �� ?r,` " t RADING V V e 3 0505, _ UT C, Ir FROM CUK KEMOE AND REPLACE WITH SAWG � /� • , / I / \ APQROPKIATE PAVING 5EC T IONV [.?&1.75 .'� 5AWC UT A,C. FfZOM CURB / CO ( ! - AND R PLACE WITH '\ _J r APPRC7 RIA PAVING �1Z r / � G �A SECT 1 N \ , 2��_-90 DATE -- ------ w _.. - 1 MAFCH 5 , 1991 MAWN BY, G. KLIEK _ 1 jT LEGEND 41 CHECK I bZ _..._ .... . .. . K. KORO G , CONTOUR Zoo... ..... ......_.... EXISTING - -- - • R EVI$IpN8 s \—CONTRACTol2 To t'RovlDl� ;f PROPOSED CONTOUR -No CHANGE 4 17 oil 051TIVE DRAINAGE - L06 _5 -e- C) 1 TO EXISTING C.26. ' 1 P ZC.U. �O ,,E(r .: ;�°r:M ,^ l > � •1 .. . ..�' ..,,,, � / ,.,� , EXISTING SPOT ELEVATION 3 NO oC� E(o-4 I��I SEE L i 1 l.. ... .. a r• Z5� 50 ._ ,. y ..__ I �� �,' �j � PROPOSED SPOT ELEVATION LIGHT PAVING SECTION --- L A.C. OVER 8 O F MACKENZIE EN(UINEERINO•INC h c. I - 0 CRUSHED RUCKS ALL SHADED '•most ot•w�Mot age Tom _ a 11 I ANP �—�" � tv9o, ALL RIGHTS RE8EH4E� SAWCU7 A C I � FROM CURP� PAVING AREAS vtops', ol• gAC1�tNttlt9*61 H APPROPRIATE RG- ¢ VIhIG INtt0UWO Facoaroa�tae REPLACE WITH i%' ` PA`�IN� SECTION I �`� ` •tt wog ro a� to ( r I AMO j r 3 I/ OF �::*:•:•:•:•:•:•:•:::::�:•: TO BE �..i(iHT auto, Iw AN YANMtt, cap• I PAVING SECTION •ITM rHt •t11�aM � trt► L. i j .__-. 1 ✓� I - _ 4- °1 I USHE � ,� .IoM o• idol. • _ _ � z�,� f- sNEE - i -- -1 GK D GI K r C 3 _................. ........._....... - - - .._ . _ ._ _ ... {( w .. ._ I vt! EXC. Ex r I ,, 5'C►0O SW WASH11�I6TUN SU RUAD ACCESS ROAD NO. 2 WASHINGTON SQUARE - OF ra YB � � D w 3 A,IJ .,.-. .w,-,.».-:::naw.. ._... .w. _ ,,._.. -,: ,..-„.:.,.„,A,,. a ,.,,:.. r •rY,ru+. ;,«a, - '” . -cur;' 4p3`NCy'k!4.1W, r .w.^-rsLL•idL�*- _ _'r...-..— _.-.vrs ... ..rAMrw. •..aI1IMw• !ti" ?R324h'.W'✓•'164"NY1t .• t'M','.�r/ >�9W. !F. 4K.'R`^w'WiM.R•..N^",IIIY!'1 ►/p�tpiYN4lyw' F DOCUMENT TS LESS �( I1 ( i1II �( li !LS 9 101�1 II - _11�....• y.... 1 APRIL. 2 0 1994LEGIBLE THAN THIS NOTATION, (II246IITHIS III (III f1T 1 T� 11I _IT IS DUE TO THE QUALITY OF No. �F L , THE ORIGINAL DOCUMENT. IIIIIEII II IIIIIZIIII IILEZ Z 1 6i I 'B�L I �Li I91SZIIIIIIII�ZIIIIII�9ZI ( ZIIIIII6IZIIIIIIIII .IIIII171111111 IiIIZIIIIIII�OI4i Iist IEt IZft ItI i ` �6 { lI "Iiu � llEIIZllll (III TII�I�IeIrWl I r• -�1 NOTESAL cwow -- - 4 ICC -L 1 THE UTILITY PLAN GENERALLY IS DIAGRAMMATIC 1-HE PLAN DOES NOT SHOW EVERY OFFSFT, BEND, OR ELBOW REQUIRLD FOR INSTALLATION IN THE SPACE EVE ` /� 1 - � ���OC SCALE III" I C " 4 PROVIDED THE PLAN DOES NOT SHOW EVERY DIMENSION,COMPONENT PIECE, C% 4 _o)i SECTION, JOINT, OR FITTING REQUIRED TO COMPLETE THE PROJECT. ALL � 1 � Pit LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED WITH EXISTING � /' r- - �_ I I y� Ss CONDITIONS IN THE FIELD BEFORE BEGINNING CONSTRUCTION. � r 2. EXISTING UNDERGROUND UTILITIES LYING WITHIN THE LIMITS OF EXCAVATION 1 ``~ O �� SH L BE VERIFIED AS TO CONDITION, SIZE, AND LOCATION BY UNCOVERING: ' --- - -� �, PROVIDING SUCH IS PERMITTED BY LOCAL PUBLIC AUTHORITIES WITH `. / �- 4'` PYC . PIPE OUTFp.LL ( PROVIDE JURISDICTION, BEFORE BEGINNING CONSTRUCTION. , Pas 1 T I E D K A I N AG E To r7AY L I G H T) 3. ALL EXISTING UTILITIES WITHIN THE PROPOSED BUILDING ARE TO B�REMOVED / 44 AS SHOWN, EXCAVATIONS SHALL_BE BACKFILLED WITH CRUSHED AGGREGATE, / 4" p LK F PIPE ( PIF-014112E P051 T I V E r ., COMPACTED AS DESCRIBED IN THE SPECIFICATIONS. / � DRA►NAc2E TO I"UT FAL L 4. SITE UTILITIES ARE TO BE CONSTRUCTED TO WITHIN 51 OF BUILDING LINE. ` 1 ui 5. COORDINATE LOCATION OF STORM, SANITARY AND WATER STUBS WITH / I IC w • z APPROPRIATE MECHANICAL PLANS I.E. ?_50-50 '.444 �, r.` f-�" � r 1 \ 57OR.M CMH - I t qui Si ! t I.E IN 251,75 ( Co _W.,E)(IS VERIFY' / u I.E I N 250.1 S (1 2'' N.E. UJ RIM 54. i,E I N 7-50,1 O ( (n�' -N.W. - 1•E. z5Z.. 0 I.E OUT 7_50.00 (12"- S.E ) s _ _ ST ( ' .. i, .� ,�-• _. -- .. _ .. ... . .. ,. - to - Oil � � z X10 ►- _. ... z .. r�. :. : 1 ; ;� ,• �' 0 so - s._ RIM To Z 5lP.5 C1 � AD�JU MAJHO LL. , , 1 i .. �. I •� . - .. .. .. - - LLj - I , .._. ....._._._... cr Y SANI\T4,K-r MH. + 3 i��,`--�- - FIRE HYV RP,N f A55EME5LY a `m 2 I _AN. l KIM Z5E3.f39 II_ S \ Q, - 4 SEE DETAIL 5 `�-� 1 NSN i EX S SAN. LE. IN\ 247.70 (H TU�� Q V N I.E. 41v.4(PER I.E. out Z47. 40 (6"-EXIS"T.� -Al WIL Y�r HAM AS- , CONNECT I Z' 5TM To EXIS"(ING LE. 249•(.0 EXf3T. 5A N• MH _ STORM MH. 3 151JI L.,`T5 - DATED IO/1/8(, 7 Z" STM, _- � \ -_ f (; --- �, E. Z 4'7. 0 (PEX WILSEY �iZIM Z 58.84 I� Z40). 50 (12 ) M AS-BUILT DATED /.- I.E. IN 253.40 (0 -N. ) I.E. 24� 75 ( 7211 ) VERIFY o "_ ' D / 1 �,) I.E. IN 7-5 L .zZ (!o SE ) , I , 11 ��,•.� \�1 250.4v _ I.E OUT Z51.OE, (IZI' SAN-) { r i N E I ST. 14I L.F D" a d.fd5'7. LRE EX15T (11 SAfJl1" RY SEW 5� ., 1 25h STUB 5 NITARY .1 j _..._..._-......_._...____ __...... .�_...........__ 1 Z SE Tn BUILDINCa ` R 547, to IN1 Z47 L.F. 0 0.70) 90 I.0 Z4 . 73 7. S 5 (5 T 7 I.E. Z4lo.a1t7 (72") _ - •i • �k 31 ST[J13 C� 5117, CJ 1.50 PER WILS Y HAM a J �\ 1 �.�. zs5. 5o '`•, -ra'=BIJTt � DATED '� , a _� � I � REMOVE EXlST11.IG + ( STORM LINES ANP �, I N 4 Rc- 5 w MANHOLE 33 °70 --� 15 WATER LINE W ® W I.E. 2-55. 50 r EASEMENT -TO P5E, ... F . IEV r 1 DEpICATER TO �r 3 gf 26� 00 m:1 METZGE1z WAT P15T• I i ` { I• c Q CONSTRUCT ACCESS TO EXIST. 77-" STM �'70 _ C- RIM 259.20 - --- --- I.E,V,55..50� !o ` �o �p ` t 1 1L 7.5 ' r � REMOVE EX15T• ACCESS 4 SEAL OPENING 4 PLUG EXISTING PIPE PENETRATIONS _ i (; -? EXI57. leE. 24B.SI (PER WAKER SURVEY I DATED 5/13/ I) RELOGATlS > .H. / ��' \ LE• 252. ZO �''�`� AND KEIZUCE�_ \ Q STOKM MH. -* 4 I.E. I I RIM Z(0O 1 (2;. - - 3 Rte- 1 I-E- IN 255.20 ((o''- W) MJ �>=r�I7 I•E• IN Z 52. 7 a (o - N•E.) EX15T .•' \.. / / \'J/ THRUST P�LOGK W G - q I.E. IN 25Z. lo�!• ��'' S.E-) EXIS ((` `� s-14-91 I.E. OUT ZSZ.(oC ..O" -NAV.) ' Iv ' EX15T. EL ECTRIL'AL VAULT ^� REMOVE XCS 0 GC *� , / /= � (VERIFY LOCATION V4ATEK LINE REM Z 59.5 "r. J - / � / a. QED P I f I 2 RC_ -s ~` v 1' G- 4 r,' R E L C C AT E ( S• �I ; ,,; ,4„ V F.H. AND KE UCER� fY { • I � 8 - lY 13. _I "'� ! ' FOR CONNECTION • �R y Z SLE VETAIL �' 4'I Wirt, LINE TAP by - 2'f 1 I ,+••� `__ /� ' / MET ZGF_R WATER DIS-TKICT DATE ��' c 1. ti , ! MARCH 5, 1 0) 9 1 LEGEND ! _\1 �= DA , � AWN BY: : EXISTING PROPOSED SRT < , STORM SEWER R, KOfZUCH i __ .... ..._ .. .. -- SANITARY SEWER r 1 I �� - - WATER LINE Z SFE I O6 5-8- 11 / 4 SEE 1_06m Gv 31 91 } , 4- 17 - 91 MANHOLE/ �� MAN O E Q 1 t CATCH BASIN ❑ AREA DRAIN I j / MACKENZIE ENo1NEERING INC CLEANOUT 199ooi.t RIGHTS RFSERVED i1N14MARt�rR01`MACRtM=Itt I - / TOW TT FIRE HYDRANT IMtew+Ne INc�wro��Ts`�x DucWIT •7NeNOM111 peN� it It $toN 0/ Mel. p1JCe4 IM AN♦ McANM• . C�rT I KNEE \ .,..c+c. .mer...xn._..>w_.s._.n.r._•__ p..-c,;.,..;r..vau.rr-.. r:.vu,;..x .:n..,vta�-..A:mZ..::uw..w.r.,.r e... ... ��7�h ..._.._ ...... __. . . ......,.1 -_... .........._«A ... .. .--_. _ ..... dumb �s UT UT t Ex! EXG .................... _ .... ........ ... . ._ _ ...._ I _ ._ ._ _ . �; --- - OF ACCESS ROAD NO. 2 WASHINGTON :SQUARE .�oe Na Tb -TPj K 9t;0()I S(4 UTA SHIIV(5T0h1 SO P.OAD I` 0 &73 � RC1 OF ,�.,._. J 7� i>rk',a�.-.d.«:•-+_•+....drM .. SNa.-�tar•^M.,�rrwµ.:t.u.R}A11�f19'e/1irM'IIMIA� awrF 7l "MR7kM"t9�° ' y 0+.n."4M1!A�KI�+: :.��. �;�e,�,r,N., .- - .. : 7.IFYY?IM' ., " IF THIS DOCUMENT IS LESS T�I� III(Ill(Ill Ill (Ill 1, 11111 Illlt �l Ill �lll 1(1T7T r�l(1�T T�T1f�T I �II!(I T1-r1TJT �II �I Illllllll�l � l � l III `I �lllllllll III Illlll llll ' I �II ! ll ill I � I Illlill ' Ill 111111 Jill I - L t19941 I LEGIBLE THAN THIS NOTATION, 111 II I 2 I 3 )) 11 4 II f II I II C I •T I ' 11 f 1� APRIL ___�_ ' �__� �_ 1 � 9 - 101_. r IT IS DUE TO THE QUALITY OF -�� No.36 ,�"fA! THE ORIGINAL DOCUMENT. ---- - - - - - ----- - - _- 12 E Z 87- I LZ 97- Z l 67- EZ Z I7- OZ 6I 8�i LI 9i 9T lyi� -Ei Zt tI �i F11111[111 9 L T9� 9 E I Z i�le,3rt T I illi IMI IIIIIIIIjjIII�IIII 1191111 IIII�� 1111111�����[� Il���llilll�11111ll11111�I J[11 u1 LC it11�11������lll till aa� `Iw llllil l�►lilllilll lllllll�l�l.11llllllllll�lll�lill lllill�ll l<<< l<<l��l<<��l l � l �lllll ll ll � 6 5' OR AS NOTED ----+.� 3 -CJII �I^fin J SII I - --- - - - u 2- _ , -- - -- - ON PLANS K -•---(BROOM FINISH) `-TOOLED EDGE _2% SLOPE / EACH SIDE =�IpE1�LaL_4C• -- TYPICAL SECTION---� -- ....._..... � --- V -•�� Q ,. a.Y.;p'-� Q--111=. u 0 X1,1 iZ:Q •�•oQey�p.�0.:i�^ r _—_ _- —._---- 1 1, 5,000 pra.l. -- n (2b 0AY5) 4" CONC. WITH CONTROL JOINTS A'f 5 0/C AND POki EXPANSION JOINTS AT 'L ~ 30 O/C . �J 2" OF 3/4"-0 AGG. RASE - - ----- - - - --- v -- - _0D _ Q — —— — — — — ———— z . . TYPICAL SIDEWALK qPLAN ' fJ Alw=ll -- PA\/10 (1 �^c-vPH^L-7 'PAVING SECTION, CRUSHED ROCK ` .41111 OF BASE OR LANDSCAPING "--- AGGR E6«4 i t F"#.�E D�.SG fZ�T� GU 6L� --CONCRETE FRAMl: CASING 16" VERTICAL CURB _ PLAN -CLEANOUT FRAME AND COVER z ;4 PA01 5 UJFes- N I N I F"I L1J IV►Z�.x�ri F � ¢ cc7r�1'1 T 1 or�J `�A>� I' r' N a IZ �"( "IPI z Q. o O G° I�°�r'1P � _T40 - 45' EL6UW W O pl.A►IJ GIM. �L/I.►J d!M. l.A-t-4sfr14P; 1-44 Cs o f mv N < 0 ' APPROVED SEWER LINE U � � Q fV Z .; W/CONTKOL I� , 190-dr" o/G MSX. 1 • �f-p" MIN. 1 `� �.IcT(�.0 D�G �-45' WYE Z R Q of i� tzAD(U� - -- - - - ti�,o 2% 5 CO�JG. G u Mte`s 44 __ 1 , •� • r 111 = II/ ` �� ----- ----- - I ''1G2A,IJULP'Q• bII•yE Gd�:�t GU(+<-A GU'T. ELEVATION •,.LIT - Ri - �Ug GRADE ._j 611 EXTRUDED CONCRETE CURB COMBINATION CURB AND SIDEWALK w CONTRACTOR HAS THE OPTION TO CONSTRUCT CURB AND SECTIO �. SIDEWALK MONOLITHIC q CLEANOUT DETAIL WOO O (n CURB DETAILS SIDEWALK DETAILS 3 HANDICAP CURB CUT DETAIL D W ,,,,, W N.T.S. 2 N.T.S. N.T.S. N T.S. IX ..� C� °C !u � 0 �- — c ~ cn 17 W r•f wY sp VIK su ---- -- _ _ toM N O6-1 � - Ou CUM PR(1ff� o PARKING STALL CSI �1 �) r I fr A & HANDICAP PER 9"x9" GRATE (NDS-990-GREEN) <�� �< Y QOREGON BY NDS OR EQUAL ZED + I 7 ' I i �II Imo•I D✓ teN7STEEL POLE i i� ------- i C-5 ;o 9" SIN (NDS-901-6) DATE o / NDS OR F(JU.R!. MARCH- 5 , I9 9I-_-_- DRAWN BY =N v G KLIER CHECKED BY: - - _� K. KOR0CH EVISIONS Vp �Ql// I NO CHNNGE 4-11`71 6 -� —. _ 2 NSotEGL06,AONG C-5 }" STRIPES I - oTYSTORM LINE LAN NO c:HAN6<--1E5 56-0-e- -I I ? I N VOID NOT USED LI I 9' �, �, 9' IE (SEE PLAN) _ TYPICAL -� TYPICALIp 090 ALUMINUM MACKtNZIE ENGINEERING.INC WHITE BACKGROUND 99 AGl RIC+Hi$RESERVED p�(NI I I N /—ALL �'�N fl(GPA P I�`I•-�-� 1' HIGH BLUE LETTERS & BORDER BAKED ENAMEL THESE ORAWIN09MAC ARE ♦•wt rQOrl[ATtl OF MACKEN2IE R«M INaaTUNO INCOMPORATaO / AND ARE NOT TO as Ra DUCED IN ANY MANN aR,EKC tP? WITH THE WRITTEN PaRMI► •ION OI Mal. PARKING DETAIL HANDICAP SYMBOL STRIPING DETAIL HANDICAP SIGN DE FAIL AREA DRAIN DETAIL HANDICAP �.�." N.T.S. NTS S. 8 Z Rc- r� N.T.S. 5 --� „ N.T C u C, J m - b .S- o- OF Z -- _ CIL F'nFaL? JOB N� i OF 53 110 (o .3 J 3 i � M+Nre -.... -r :,.v..{ i:Fr:',:....,mr. lu.l4")4-• .M14',kT9G:'..ar r.-. .r r. .,.:,P .. •-'. r.aNI�4 1 � r IF THIS DOCUMENT IS LESS 7111111 I1(I111 1i1� i1 i1I1i1.1�1i1 1T 1 ., f1T I_TF-..1�1�111 1 ►1 1111 .t1i � � � I I � I I �I I III I I _I•I 9�I I I1� APRIL _ .,..n 2°p:s 0.....r _ . .w.19-0.--.._-4 LEGIBLE THAN THIS NOTATION, 3 6 7 84 �Jf � J� ' IT IS DUE TO THE QUALITY OF No.36 ...__.--• .r e..r-0.w.-•..-fik,v:;�'•yi'iU .rhdr.M w ..- --.1.d. :Jw]:5C':::V'1''.1'W3-..•F%iJ-'.mm- n .rr+Ya-e Yllf.. GM7rk :'.^_'L^": _ .- �r'.2'.,':.r.,-I1 a......-. r � -•,• _� , THE ORIGINAL DOCUMENT. F11111 F11111111 EZ LJI CAI/LK PIPE 11�i r C1 r;lip FRAME A COVER--, I C HINGED TRAP GROUT-- TANDARO M.M �_- a RUNGS Ikwox, FINISH 4 Zr-2 -4n x 2'-4" x 2" I ROPOSED PAVEMkN l ARf A GRADE- SIDELOCATED ON VERT. • sloe or MANIiQII! , r WITHIN 74" - CAST IRON Gk/1 f"E' SEE TYPICAL I'/'.�''ll�l(. `,E('PION ' ' sl/� coven r•�I� rt.c�uR. I ' (4) 1/2" [II/',. 1101 VR E,/,,CH • A _ Z cr FACE AF f 3A`�f. •' '• � '• ' COURSE LEVE I LANDSCAPE AREA PAVED AREA o o p(1 °p�l aU8o08.Oge0g OgeOgsUg a 0$e0g OBeO e( \� -�-• - U 11 +oo°oc,,00•oo�oo°po°oo. o.Oe�,00°0oo0o°poet 4� CONCRETE EXTEN;�IUI: klkC+ -� Uzi] 11 11 11 If IV 11 9 O 0$ _ C>0 0 � 'nc I O ^0 0 0 0 0 0 0 0 0 • + • INSTALL AS REQUIRE'[) ) � �- E<F: h tn oo•o��Ulb b b bo�$a085 5$8,v0 0Q G QQ oQ MANHOLE COVER 9 FRAk(E '10 Q0$5�58s o85b $bo$ oobo$u'U°' bo�081hlil` 6` i5` RI 0 0 0 0 /I'S I o0D o01D o0P 00 DESIGN GRADE- MAX + h11dOg STANDARD COVER 0 1 n 1 °0Q°cep°o CJ°on 1" - 0 GRANlll AR OR 12" MAX. Z [J �� I 1 °p - p °p °p BACFILL COMI'/,G'IEh 10 PLAN VIEW W �. �00�0Tono 0 00W -ECCENTRIC MANHOLE TUF■ °op°� n°op _ 951E OF MAX. I�CNSI I I' . I -_ 1/4 l� STEEL ALL WELDED ° I,_ - ° ° °pPER ASTM D G�;S _ F2000,006,005>00 L`' ? CONSTRUCTION. ASPHALT '0(J 06 °aq°off 48. za 3/a" N � of a EMULSION COATED INSIDE � 00P00 °00p 1 - 0 GRANULAR (01 "� u a o_ 7 a o BACKFILL (SEE :. STANDARD 4a" MANN01 F RISER11 -1 Z O So AND OUT 2 -� 0 a: 2'-0" w CoQ°o �O' o� 1� ;• 2• o p p °p °p SPECIFICA TION I OR a- cc t7 o0D o00 00D o0 za J 00o°o or�q 0QQ PLACEMENT Irl G►t1)1?F�41 N i Y C C13 C_ - o �o Q O o OOQQ p0 0 0 0 0�iQ C 4" . ; z SLC}PE AND I.E. VARIES o0�0 Cy Q 04 O00pvo�0 p 000 o Qo ► RAM-NEN JOINT MATtRIA6 OR U cn N SEE PLANS > ,o C70 0 00 27' W ^ o�OQopO o Qop 0 p0 • EQUAL-ALT. GROUT < z a 1 07 d G�p°�o00 0�0o O�C/ " . 25.. �¢ I 0■i0 TO 24 TYP. NOTE: F+ --4 FROM FACE OF CURB (MIN.) N ° 000000K� IZ" \ i 23„ _� W LJ0 0o Q p0o " 1) MIN. Z'-0" COVER ON ALL PIPE IN DRIVE AREAS. d a o 0 ��Qoo 0000 SEE UTILITY 1'I /',ISI I (1I' PIPE - d I i� j [L C J°o 0o Q I'%FT SLOPE ; . MAX. I _ 2) LYNCH TYPE CATCH BASIN OR EQUAL aoo0 a SIZE AND -1 Y11- (11 A)N PIPE) •+ '+ •'•.•. -1 J_ 3' 0 C. 0o0�0opoo ' -� 0 to QOoaoo�Q00 D0 OoQOQ oQ0 00 01700 0 • . • a • '• . ' • . • . a . _� 24-1/2" I _.L-- 6"MIN. 30 3/4 ' 6"COMPACTED GRAV, ' 3/4"-0 AT t- o a oa. 90% COMPACTION NOTES: FRAME 81 COVER W 1, POURED CONCRETE BASE - 3 SACK MIX, 2300 P.S.I. AT 28 DAYS. TION 2. FORM GROOVED INVERT AND MAKE SURFACE SMOOTH TO DIRECT FLOW. 0 x V) Z I CATCH BASIN DETAIL 2 UTILITY TRENCH DETAILSTANDARD MANHn' .E DETAILS W Z 0 3 - 1.. 0 W ,._ 0 J .� a S00 W TEE PLU GED CROSS WYE PLUG 01; ,,A V� .Q vii tl1 .1 r W &II SENO PLUGGED 'CROSS TEE ►' NOTES: ---------. D 1. Concrete thrust blocking to be Doured against undisturbed earth. P 2. Keep concrete clear of ,joint and accessories. 77:� � r� � � 4.•I lIF; 3. The required thrust bearing areas for special connections are shown (ncir-c)1 y ��(1505 '� 9 on the plans: e.g. 15 indicates 15 .quare feet bearing area requir(,(:, .,`� 4. If not shown on plans required bearinn areas at fitting shall be as •iii(licate,6 ►; ' I 91 - ,r below, adjust if necessary, to conforr•I to the test pressure(s) Ind e-Vlovah)# I �1t><gbrr soil bearing stress(es) stated in the special specifications. ' --- T-_ f3 . >3' c?'�1.ti I:a.l� (i`I_.s F'L) ,�✓�,� �9��� 5. Searing areas and special blocking cetails shown on plans take precedence (+ricer ^ EXI5T'NCo Y 13, bearing areas and blocking details shown on this standard detail . " x 6" MJ REDUCER _�-�__ BEARING AREA OF THRUST BLOCKS IN SQUARE FEET D" 5POOL II U) II I FITTING TEE, WYE PLUG 90' SENO TEE PLUGGED 45 22112 SII- DATE SIZE OR CAP PLUGGED ON RUN BEND BEKO i:1PiI1 CROSS Al A2 � MARCH '5 , 1991 --' I71: �1� IIIA DRAWN I!iIY: 6 2.1 3.0 4.3 3.0 1.6 1.0 K JN y f--tf-il-- -' - G K ISI E R --- T�- 8 3.8 5.3 7.6 5.4 2.9 1.5 1.0 : ' G 11 II - CHECKED BY: EX15T • P-0.C_ !o _ I K. KOROCH 10 5.9 8.4 11.fi 8.4 4.6 2.4 1.7 -") _ -.-- IZ 8.5 12.0 �.'' LVE N 4 5 1J.0 12.0 6.6 3.4 t.J G-� MIN. �� MIN. II I 11 16.3 23.0 16.3 8.9 4,6 1.:� ,d/ :fl1.v::�ii''�YT�y��$°i,:> •>, �rJ' .i 11 REVISIONS 16 15.0 21.3 30.0 21.3 11.6 6.0 3.C� I SCE Luca 4-1-7 91 18 19.0 27.0 38.0 27.0 14.6 7.6 3.8 CONCRETE b• z No CHAr!GE 5-61-91 20 23.5 33.3 47.0 33.3 18.1 9.4 4.7 BLOCK INSTAL L co'' TEE ANU - - -- - T EXIST INc�• L►TILI T Y 3 NO CH&NC-,E 15ACKFLOW PREVENI"ER � Rbc, VAULT 4 N C14ANgr- 6,-4-91 24 3a.O 48.0 68.0 a8.0 26.2 13.6 6.8 MIK 4 CU. FT. CRUSHED ROCK ! AROUND BASE FOR DRAINAGE Adopted from A.P,W.A. Std. No, 6� • NOTE: Above bearinq areas based on test pressure of 150 p.s.i . and an allow&b)t sv71 p �_MACKENZIE ENGINEERING,INC bearing street of 2,000 pound ver square toot. To compute bearing m r1im or 49+ All EERIGNTINEERIN ,I different test pressures and soil bearing stresses, use the followiw, ED equation: Bearing Area ■ (Test Pressure/150) x (2000/Soil Bearing Strtrsl ) TNE.E oRAWINO, ARE Teff •ROftI.4Q OF IAACKEN2IE M l::!RRIHO INCORrORATED (Table Value) AND ARE NOT TO EE RE DUCED IN ANY MANN ER,EXCErT •,T►N THE •KITTEN rERM1R- EION o/ ME1. THRUST BLOCKING DETAIL FIRE HYDRANT ASSEMBLY DETAIL ' 4 S D. D.C. INSTAL LA-PION DETAIL a 6 z � a a W ' t 9�-Ir-0 SW t+lf-lcsl i I IVtvY l ON so ROAD O f 5-2 OF 57 3 ,SOB IF THIS DOCUMENT IS LESS 711 111111 111 III III III VIII ! II III III II Ir1?-j T1 71 111 Il1IIII III III 1111111 jT11 �11 II ! 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SEEo s o a N N ' Lf) I I • oilO O 44 11" P/C VERT. �-- 0 CENTERED VARIES � cc w L.L 20 9 a PERF PIPE ( PROVIpE F'051TIVE (�, 0 mZ W 12 (DRAIN R „ _- --- - [DRAINAGE 'TO OU-1-FALL). LU r - 4 PERF PIPE (?KOV IDE POST-TIVE < c NI_ DRAINACaE 7D OUTFAL.L)• (65.W. ELEV. SHOWN ON SHEET C.-3ix IF M / � , ,, y a; r- I NISH GRADE SEE GRADING U I ' /r— FINISH GRADE SEE GRADING k .P'9� 8 J Do � Gv PLAN SHEET C• 3 _ oe t\ oa PLAN SHEET C-3 N Q o C. 0 D 2 b- �2 ' DRAIN Z G -7 00 EACH WAY \ °D oo ay � I Q 0 R0c.K o �I ood c -1 U° n 31/Z - 4 I Z'' D CACN WAY \ C. CLiZ d�vo pa a 000O�opoo. oo 0 0 p 0 O w — - -- o o 3 w - 311 C L R. FOOTING: TO 15E:AK ON +INDISTUROED O 501L OR COMPACTED 5TRUCTUKAL 3” C LK. - --------+{ FILL. �n I i (n o 1 - FOOTING TO PEAz R ON � � UNDISTURBED SOIL OR COMPACTED STRUCTURAL W FILL. ... J �I C W RETAINING WALL SECTION DETAIL RETAINING WALL SECTION DETAIL Cn 2 d 2 RG- 7 PROPOSED ADDITION —� m WALL G - 7 —PROPOSED MANHOLE S - B- 01!' \ FF AME COVEK " _ " CONCRETE o 0 W POUR 4 Cv PROPOSED GROUNi7 --7 SLURRY FCR TOP SEAL_----�� ELEVATION AN FROMTE CTI N - NiIN• \ /i �. . I/ 5-TANDAKD PRECAST -- 57 P. PRI:CAST 1 MNNHOLE MANHOLE RINGS \ n` 0� REMOVE EXISTING ACCESS ° ° N1U5115 �' 9" CAST IN PLACE -�� CU-' OPENING IN EXIST. SEAT- OPENING . SEE PATCHY=,' CAP/ F3A5E 7Z" PIPE A15 REQUIRED DET/SIL / PLACE 48" SgUARE NIETAL. PLATE ✓��, ,041 -- 261 90 /� OVER EXISTING 36o" m OPENINCm - t3, 2 51.9(0 0 0 ( PROVIDE WATERTIGHT SEAL WITH /h G LPI Z59.`�O GASKET MATERIAL. --•'' PATCH DETAIL (PLAN VIEW) -oA�rE - ---_. - -� EXISTING 721" PIPE - MARCH 5, 1991 1 t LIER ?_moo. o DRAWN �Y: PROVIDE WATERTIGHT 1 ," y PLUG AT PENETRATION • 17- : I MAX SLOPE ;:; I.E. 2.48. 7K 5 � ( r - . KOBEOCH BY: . ZCo0.88 \ \ (VERIFY) --� ._.._ OR EV'I$IONS N _ EXISTIf`ICa PIPES To BE REMOVED -- NSEE 1-06 O CHANGE 4- 11-91 91 . \ s NOTES : 3 NO CHANGE 5 ZII91 •� - ` \ ?.(10.15 \ 9 I. CONTRACTOR, 1-0 USE GREAT CARE_ IN 5EALING 4 5EE LOG la - 4-c7! EXISTING PENETRATIONS WHICH WILL REMAIN ' \ \ UNPER 6UILDINU• MA`TERIAL_S AND WORKMAN SHIP ' TO CONFORM WITH 1988 U.PC• FOR USE WITH IN \ N IauILDING- ___ or , 'MACKENZIE ENGINEERING INC \ IN 5TALL G, ' PRECAST Z. NEW MATERIAL- SHALL �E COMPA71E5LE WITH " 199, ALL RIGHTSRESERVEP ' WHEEL STOPS EXI57INCa MATERIAL. �.., ♦NE{E ORAgIM0111 ARE rl.t (, IN[lNINO INCORPORATED � 3. CONTRAC--TOR TO PROTECT EXISTING PIPE PRORE OI MA CR ON I FROM DAMAGE.• 0UCEO'IN ANY TMANN[R,[ XCtTO OR RRrT I/ITM rHE •BITTEN PERMIT• TION OF MEI. 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