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15055 15115 SW SEQUOIA PARKWAY BLDGS 232 & 231 PROJECT - MANHOLE FRAME & COVEGENERAL MOTES R - ��---_'- _ TOB CAPTAIN -- --- --- ----- --- -- AS SPECIFIED r- x- 3ROUT FRAME (typ) , T ' Q r WATER TIGHT PL_U�. - - CLEAN-OUT TRAMS c 1 . ALL CONSTRUCFIGN SHALL CONFORM TO THESE PLANS, THE STANDARD CONSTRUCTION `.►1LLk(rD �� _ -- STREET AREAS OUT OF STREET Ar�`AS B COVER - --- -- SPECIFICATIONS OF THE OREGON CHAPTER OF THE AMERICAN PUBLIC WORKS -- GRADE RING AS REQ'D (typ ) GROUT FRAME IN f'L ACE EXISTING ASSOCIATION (APWA) AND ALL APPLICABLE FEDERAL, STATE AND LOCAL. CODES, DRAWN G�Y QZ Q SECTION ____ / \ ORDINANCES AND REGULATIONS, INCLUDING NECESSARY PERMITS AND INSPECTIONS x 2 SQUARE CONC SLAB _ � / '� � `/� REQUIRED 13Y THE GOVERNING AUTHORITIES SATE RESURFACING / . ,j /��/� i, Q TOP RUNG PRECAST CONC. CONE (typ ) WITH 4 -I/-,"x 6"ANCHOR E30LTS 3" ABOVE SLAB 2. THE LOCATIONS AND ELEVATIONS OF EXISTING UNDERGROUND FACILITIES SHOWN ON rr iv RAM-NEK, KENTSEAI_ JOINT FOR FUTURE GRADE - i THE PLANS ARE FOR INFORMATION ONLY AND ARE NOT GUARANTEED TO BE ACCURATE. MATERIAL OR EQUAL (t .) �/ C r STARTING Op.) „ i // //. ONTRACTOR �HA�L VERIFY LOCATIONS AND ELEVATIONS PRIOR TO J_ ADJUSTMENTS.- s�. _ PIPE O • I ��/ / -CLASS A 1 v, CONSTRUCTION. HLV151UNS n;�CLIUft SLAB MAY JE / BACKFILL _�- R NGS AT �' � t, 12-4' o.c. PRECAST CONO.. RINGS 0yp.) DELETED IN I_ ANDSCAPED 4 ` COMPACTED SELECT // 3. PRIOR TO STARTING CONSTRUCTION, CONTRACTOR SHALL NOTIFY ALL AGENCIES WITH O-4 AREAS. ° �,� UNDERGROUND UTILITIES iN PROJECT AREA SO THAT SAID UTILITIES MAY BE A✓OED V��A`'F'' 4�" �" BACKFILL AS SPECIFIED w 1.D. ACCURATELY LOCATED. -- 45c' BEND -- w 4. C(1NTRACTOR SHALL VERIFY LOCATION OF SURVEY DATUM AS ESTABLISHLD BY DAVID � �--�� CLASS B ° EVANS & ASSOCIATES. iv �I • � Cr -71 Q WYE BRANCH ---------_ 3/4"-0 GRANULAR - - /' �iJoT'�5, > ___. _ BACKFIi_L /� �� 5. ELECTRICAL FACILITIES INCLUDING PI)L f MOUNTED I_ (GHT FIXTURES, ARE SHOWN OR 6 SERV ICE 1=•ct./� F.i� ('ems ,ONNECTION � LLI FOR INFORMATION ONLY. � _ 12 - - / O i Tr! v ----- -- ---- IF RE( JIRED � / I (typ,)� -�J---- --fir _X. o / / cL (ONSTRUCTIU�;-_NOTES BOTTOM RUNG - BOTTOM RISER L,... .' .? , o . w y _ - PROVIDE 8, INSTALL z 2'-0"x 3'-6"x b 3�- b,� - o =� ..e . . • d. _ 3� 2" MIN., MAX (typ.) - 6. SANITARY SEWER AND STORM GRAIN CONSiRUI'TtCN SHAi_! CONFORM TO APWA DIVISION O x a SLAB -- --- - -----� CONC. PLUG WITH o o w 3 DUE TO LIMITED AVAILABLE GRADES. MIN - - MA tJ a GASKET IF END OF ° o ° m S-� LINE. d- CQ ;' • . a 7. LAY PIPING BEGINNING AT LOW POINT OF tiYSTEM TRUF TO GRADES AND ALIGNMENT T CL o ° f e ; a' INDICATED WITH UNBROKEN CONTINUITY OF INVERT. QAC A RI,� _ D > POUR 3000 PSI CONC. (typ.) z 8. CONNECTIONS TO EXISTING SANITARY SEWER AND STORM DRAIN SHALL CONFORM TO m �' o + ' + P �. d ° I APWA SECTION 308, WORK ON EXISTING SEWER) AND STRUCTURES. V12" COMPACTED 3/4" MINUS - ° GRAVEL OR CRUSHED m 7 v o , ' o a ` 9, ALL PIPING SHALL HAVE MINIMUM 20" COVER TO FINISH GRADE. v�,'A-'�.I:� N1/LIr•4 ROCK (typ.) ' ° 0. , ---- -- I-1:. ,,i r I' ,J;r4'r� 1t,�I a-,(.o" GQi�j� ( //)' M'fJ�S GR�a`h�ED f%i.,-C I[ ?) PACIFIC STANDARD MANHOLE DETAIL STANDARD CLEAN-OUT DETAIL PIPE BASE MATERIAL NOTES CORPORATE N.T.S. ACKFILL IN STREET AREAS 10. STORM DRAIN PIPE SHALL BE CONCRETE PIPE CONFORMING TO ASTM C14, LATEST CENTER N.T.S.NTSEDITION, WITH RUBBER RING JOINTS; OR DUCTILE IRON PIPE, CLASS 51 , AS SHOWN 1 ' � S/W I S AC•AINST CURB, FILL. ROCK 'TO BACK OF S/W. ON PLAN. 2. iF S/W IS NOT AGAINST CURB, t=11.-L. ROCK 2' BACK S.W. 72 ND -AVE FROM CURB 11 . SANITARY SEWER PIPE SHALL BE PVC RIPE CONFORMING TO ASTM D3034-78; OR TIGARD, OREGON DUCTILE IRON PIPE, CLASS 51 , AS SHOWN ON PLAN. PIPE BEDDING AND BACKFILL DETAIL 12. CATCH RAS SHALL BE TRAPPED, STEEL , AND SHALL CONFORM TO THE OREGON STATE MANHOLE NOTES N.T.S. PLUMBING iALTY CODE. 13, MANHOLES Sh 'E PRECAST CONCRETE, 48" DIAMETER, CONFORMING TO ASTM C - 478. 1 BOTTOM PRECAST CONCRETE RING SHALL BE SET HEAVY DUTY TRAFFIC SLOPE SHELF 1 12 GRATE, LYNCH 28"x 28" 14. PIPE BACKFILL SHALL BE CLASS A, NATIVE OR COMMON MATERIAL, IN LANDSCAPED - ALL AROUND INTO BASE AND LEVELED AS CONCRETE TAKES ITS INITIAL SET. MORTAR JOINT TO INSURE BOND. AREAS; OR CLASS B, GRANULAR MATERIAL, IN PAVED AREAS. --- -- -= - _ - -- -- - 2. SET MANHOLE FRAME IN I/2" MORTAR. A.C. PAVING- 2. 15. PIPE BEDDING AND PIPE ZONE MATERIAL SHALL BE CLASS B GRANULAR MATERIAL. 3. PRECAST CONCRETE MANHOLE RISERS AND TCPS - --- - - - ---- - � 16. Water pipe 2" and smaller shall be PVC conforming to AWWA C-900, 150 SHALL CONFORM TO ASTM C 478 SPECIFICATIONS. PSI working pressure, with ductile iron fittings. 4. SLOPE OF PRECAST ECCENTRIC CONE TOP SHALL 17. Water pipe 6" and larger shall be class 5? ductile iron cocformin 9 �-- ,' FACE UP- GRADE. __ C.O. to AWWA C- 111 and AWWA C -150. 5. ALL STORM MANHOLES MAY HAVE RINGS AND - --= z- o z Standard CONCRETE PIPE G - , - 18. details for water valves and fire hydrant de 1 ict level or CONE SET IN 1/2 MORTAR ; JOINTS SHALL BE 45 --•)-- -r42 work required. Where Tigard hater District requires different brands MORTARED INSIDE AND OUT AND COATED WITH 450 �o of product than shown, the contractor shall provide product type AN APPROVED CURING COMPOUND. I E Z'_ O" I required by District . _ 19. Asphalt concrete (A.C. ) shall be class "C" conforming to ODOT STANDARD MANHOLE PLAN specifications and APWA SEct ion 210. Provide tack coat- where AC will - -- __ N.T.S. � I/4 STEEL PLATE _ --�- abut structures. COATED-LYNCH OR APPROVED EQUAL 20. Extruded concrete curbs: 7-sack, 5,000 psi concrete; epoxy resir• bonding agent; acrylic curing compound. Provide control joints at 10' maximum spacing and at ends of curved sections. �irchltects ala w,oATCH 'D A S I N DETAIL 0 T .... . ............:,....,.,ti:.:� �I 123 NW SECOND AVE:M Condltirmally Approred PORTLAND,ORF GUN a For only 'he;v ° cribod in; PHONE:503 228 6a,r.. PERMIT 140. �- 89/ 9 MODMR '- UELLERCENTURION FIRE HYQRANT, 8eTalotterto:Fellow...•..••..•••..•.... ......... . i 1 Attach T 1 A-412 6 MJ 5 1/4"M VO, 3,PORT ( 2-2 1/? '' NST CAST IRON COVER W/ Job Address: I G>✓ 7 FINISH GRADE WORD "WATER" CAST t�OSE,:G�ONNEG�TlON, I-4 I/2 NST PUMPER), I I/2 �� ' . IN TGF' SECTION PENT'•OPR NUT, OPEN LEFT, COLOR: YELLOW \ / _ A R E.4 1 : 1, 7 0 F B�' Cate: ��, , TA6UL.:TE1 TOTAL AREA I'-6" BEHIND BACK OF CURB CONSULTING [N(ZIN[[Rf HAND TAMP BACKFILL. ///'� - - �-"' l4 :, .- - 421 S.W. GTM,SUITE 911 --- TGF' SECTION `=" "''"."- •`='�� (�� -"- "�J,• -•�--"- `'-'!''�'" � 1'ORTLAND,ORtOON97204 AROUND TOP SECTION ' MARS"Al BfFI I'-0" BEHIND BACK OF tiN VAL1,K� fly ��9 SIDEWALK -- - 1/4 ' PLTW000 OVE:i APPMOVE • [J I rK 11rFACE OF e 0: s iPANOITIONALLY APPROVED , . . . , • . TEE F L.U GGE TI C R(I S WYE PLUG 0 R CAP �PpRQVAL i`r "L I® NOT AN'APPROVAL OF ' ----- i---�.. i- -' f3�+1�$iaNl� !1 HTS. 62,,• M A,X # j I O ---- CAST IRON VALVE BOX `- - _ ---- � HE ER. . . . . . . . . . . ♦QT ♦e+ -CAST ASSEMBLY E M 13 LY - ------ I I � `Z.• � �� • 11th 00 � I r -- G I D M I N r1 1 PI Arr FV A . VALVES SHALL BE IRON I i ` 1 Z BODY, BRONZE. MOUNTED, DOUBLE DISC PARALLEL r- 3�� OR LESS - r r----- SQUARE WRENCH NUI � '�� r ►� 1 I'. �' (_D SEAT NRS VALVES W/0-RING - ---�`l _. I Bl r- �' O L SIA SEALS . CONFORMING TU •i-' __ --� ,�1 '• 11 8U ETN;: AREAOFTf EiUSi OCCS IN SC. . ,.'i�iiirii�-,; J`-�- -�--� �' TEE, WY G0 LE4II �T L � = i� � a ex'. "' T A 'I AWWA C 00. -- r ✓� '1 �' A, =; FITTING FLOG OF, FLUGGF_E1 PLUGGED 1- =I -1l�' �� lura - W Tli _ {pT_"it-i � - LOT TOM �Fi:i ION co 242',o 4 o ` BEND PLUGGED CPUNS TEE SIZE CAP CROSS ON RUN 4 BEN(1 ��; BEND I1,, BEND 1111- /,/i _ COVER DRAIN Y,► A. A o N rnl=�,rn ROCK W/ TAR PAPER h -�� I 1 S T0RM DRAIN f� W �i1�� BEFORE BACKFILL 1' i�r _ 4 1 1.0 I 1. 4 I 1.91 1.4 1.0 I - I I T 1_ � 1' 1� � tl � --- NOTES: 6 I 2. 1 I 3. 0 T 1.31 3.0 I 1.6 i 1. 0 I - -- ,Q 411115 - 1- - j�'/`/ O GATE VALVE -- -- a a I -MJ HYDRANT OUTLET jJ1== , , ►• , _- , ___B-L 3•� I 5. 3 -r 7.51 5.s !- 1 1. 5 -I 1.0 SANITARY SEWER I _- C0NCRETE THHU :'T EL0CX14G TO EE I00R.J Ai„. 18 T UN i; , STURa_7 EIRIH. 10 1 5.9 8. 1 _ ' - 11.91 8.4 4.6 i 1.d 1. 2 z 1 _ 6"MJxf=LG GV - -, 4,u 1 , 2 . KEFF COHCRETE CLEAR OF 10141 AND ACCESSORIES. -- I - r- 8.5 12. 0 17.0112.0 6.6 3.a I 1. 1 NOTES 8 DETAILS It . WATER MAIN - - ---i- - _�--- -- •Q - , T 3, THE RE'QUIRE7 THF T FARING ARE_► FOR SP CIAL CUN4ECTIUN °, ARE SHOWN 4, �� -- ----------____--_-.-_.-----------_-_-- - 1 _ I 11_.5 _I _ 16. 3 4.j.0116.3 1 B.9 1 4. 5 1.3 _ I I( --- -- -- ENCI4CLED ON THE PIAN-: e. g. (I l INDICATES I : SDUARE FEET BEARING 16 15.0 1 21. 3 30. 0121.3 - 11.5 1 6. 0 3.0 AREA RE9UIRED . `Jl II _ 1A 19.D I 27.0 38.0121.0 I 14.6 I T. 6 _I 3.8 _ = I=1 --- /l/--///- //-"//�- 4. IF NOT SHnWN UN PLANS R: OIIIREJ BLARING AREAS AT FI (TING SHALL BE AS _ 10 23.5 - -- - -- --- �/; 1 33. 3 41.0 33.3 I 1B_1 9. 4 1 4. 1 _ _ INDICATED BELCrI, ADJUSTED IF NECESSARY, TO CONFUR4 TO THE TEST ___j 34.0 48.0 �6a.01a8.0 I 26.' 13. 6 I 6.9 1 �� Zl � NOTE: _ I ,f PRESSURES ) 010 ALLOWABLE Sllll BEARING STRESS( ES ) STAi :O IN THE Y �ilj �i; )ql_ i7} 11u pit 7rlllll� ii11- if lig= _r,7Y// /l -,�1 �7 �7_=li = - -- - - MAIN W/ MJx 6 FLG TEE SPECIAL SPECIFICATIONS, ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 p, i. AND AN ALLORAELE SOIL BEARING �--6" MJxMJ HOLDING SPOOL 5 BEARING AREAS AND SPECIAL BLOC'( ING OEiAILS SHOWN ON PLAN : TiX..F P,Ii �.I ST"L.iS OF 1. 000 P0U4DS PER SOUARE FOOT. TO CIXFUTE BEARING AREAS FOR DIF=EIEHT TEST (SEE PLAN FOR MAIN SIZE) - PNOJECT NO Igq \� 4"x8"x IG" CONCRETE BLOCK DENCE OVER BARING AREAS ANO BLOCiIING DETAILS SHOWN ON THil STANOIRE PRESSURES AND SOIL BEAPIHC STRESSES, USE THE FOLLOWINC EQUATION: BEARING AREA --: (TEST ---- 1 1/2 YDS Or GATE VALVE AND DETAIL . PRESSURE%1 ;0)71(10C17JIL. BEARING STRESS)X(TAELE VALUE). SHEET 1 1/2"-3/4" DRAIN ROCK STANDARD FIRE H'(DRANT DETAIL _VALVE _BOX DETAIL THRUST BLOCK DETAIL. N f .-. NTS. N.T.S PERMIT # ' S 891988 & b3191? ; r I'I 1111111 III IIII III) 11, 1111111 1�1�1�1- III 1(1 III 1�1 �(1 I 111 III 1 1 1 1 1 1 1 f I ( I I I I D III I I ( 1 1 I 1 I I 1 I 1 I 11 III 1 I I I'i I f 1 1 I I ISI 1 ( 1 ( 1 Ail r } . . I � I I � I I I 1 ( I I � 111 � 1I1 � 1•I11111I II � III � IIIII ( II11 1111 ,11111111111111 ) � # � NOTE: IF THIS MICROFILMED j ' �-•--►- 3 4 _-� 5 - 6 7 8 9 10 11 12 DRAWING IS LESS CLEAR THAN .• THIS NOTICE, -IT IS DUE T'0 I THE QUALITY OF THE ORIGINAL DRAWING. OE 6Z 9Z J.LP 9t SZ fZ EZ P,2 IZ OZ 61 91 LI -91 - 4) -*1 EI ZI 11 --01 - d 9 L 9 IS--J� b .1• E Z Imo•«' dlllul+!Illlllllillllllllllhlt,hllllllll�ulllullllni'(III,�r111�111111,NIIlII�11►111111HI,IIII�nu)>Illll ullitlllllllllllli�1111IiI1111niI1�III1111IIIIIItIIIIIlu1111Jn,u1111J1]I►iIIllnhl1111u111w11�in11111111IIII11111u11111uIIwIHI11n1�wI111uIwI�nIlu11un1twI11H FEBRUARY 28 1992 .P 16c3.45 - -- - -- -^ -- - � - - ---- - - TP.- 16835 PROJECT MGR. MDh T.P.= 161.51 ,� T.P.- 169.05 T.P.= 169.15 T.P. 166.44 `' EXIST. 12' Sp _ T.P.= 168.75 JOB CAPTAIN _ --- /--- _ T.P,- I61b9 --- __ % T.P.- 168.53 T.P.■ 168.13 GB - T.P = 16812 . . �� ' / CHECKED SLC T.P.• 161.42 = 1 g.•1 T.P. Ih 2_ I -- --- -- - ---------__ - P_ I6 �} I E. (03,14 U) T. . I 15 T.P-= 168.52 T.P.■ 16853 DRAWN C T.P. 16 .6 -__._-- 7v C_V T.P.■ 161.05 T.P.= 168,60 T.P.■ 16822 3 � T.P.= 165.10 Q CONNECT TO T.P.= 168.35 GATE 9- '- ----- _ �. C.0.T�1_- 6 GCP 5U © - _ Chs 6 89 T.P.= I.E. 16 3.04 `\ I --- 166.95 + T.P• 19,1.43 T.P. 16514 T.P.■166.04 I �) EXIST. 12' 5D E,= 164. ,h T.P.= In 1.68 I nI -- '--- to q J t I E,=I�o2.91�m I T.P.= Ib126 T.P.■ 161.38 ( 10-1 LF. - 8 GGP 5U S= rU�2 �, U 5-1 LF - F,' GGP SD T.P.- IE.1.44 T.P.= 16158 T.P.= 16123 MN j� � T.P = 16 ,8j I ~- � '' II, I 'n I = I 3.14 T.P.= 166.04 / 3 F - 1 TLs T.P. 16 .01 18' G 168.12 REVISIONS RIM- 166.99 _ - mL t. .= 1 5 4 �' T.P.= 166.04 6 �' S n LE. 162 I T.P,= 166.98 T F' = 1E' 6 �n 12\ 34L.F. - - T.P = 16830 10 4-89 SD REDESiG © 6 CCP 5D 10 L.F. - 6 GCP 5D - & GRA YNG ADDED 24 L.F. -- __ _ �a7 SCP SD-� T.P.= I6 I T. 165 82 11° - _ S 0 0150 LL 10 -3 t�9 SD e 5 LF. - 6'. GCP SD G. :��Cs. � C .tjCs. � -�` I p��;:. T.P.■ 165. 2 I.E =161.1 1 .■162.30 �.;i �= RL T.P.= 165.82' zxl•_. '. tiM-� i I.E. 165.00 28 LF. - 8 P.I. Sp r --_ �RD T P = 165. 8 - 1-- 5- - m A \ _ I I LE.=Ib .00 - I.E. 1 3. -- 5 -5- - - _ + LE.� 161 %� � � -_41 T.fn.- ':�2 3 1 T.P.- I 46 I - - - I F8 Lo� Dom I T.P.■ 166190 I ,- - 24.510L:1 L5c)L5 N e ----- ----- �--- ► � L� 12 /1PACTRUST ,Ir-�1/ GB I _ FIN. FL .= 1610 - I.E.-160 3 CB ; - - - - - - -- _ V - p __ -! � I I.E.= 1603 � T.P.=_166'90 I I T.P.= 162,3 PACIFIC (1 -� = 166.90 S� .2'10D � C PSD . OAD �- � I �• r + i+l J L i DOCK CORPORATE 24 L.F. - --I - - U! =1 5:�m CENTER I E 1 2 I 6=�.; P S _- T.P.• 16 $ 14.'1' ``� �E.■1 5.00 LE =165 00 I E.=�(0510�O - r'ONDS 3 LF. - -� S.W. 72_ ND AVE =3 T.P.= 1 .1► -- -- TIGARD, OREGON T.P.- I 42 - 0 700 L. - 6' CCP �D CP D - _ --- �� T.P.- 16535 T.P.= 166:04 �j� LF. - 6' CCP .:D - - T.P.- 166. ,'4 1.5 _ - _- --- - 8 GGP :�D =0.008 - � T.P.= T.P.= 165.49 T.P.■ 164 Q5 T.P.- 165.313 w T.P.■ 166 04 T.P.■ 16529 `� i.P.■ lbo.%� T.P.■ 164,61 CB T.P.= 166.0 , Q 7,P.= 165.41 GB T.P.= 16531 g -TJkw 169.35 LE.■ 160,60 � � u -r•� :1Co5 ti= � IF.==16055 4A MH- T.P.■ 163.10 T.P.= 163.05 .-=15854 "' iH SIL G LA S i g G O.T I = 1 OV T.P.- 164.40 � T.P.- 167 7z oTRANfFORM I =1 0. 3 TP.= 63.01 CCP SD 1Q � I'�4GK ,i . , Q -- $=0.0c 12 u, I 1 u. `� N 6' c: D SII xT"I-c IJ ;� P''c 169.1 L'\ CONNECT TO -� O t J d I � Q_ - 5=� 10 1 T.P.= 167 3q �� NOTE: PVC PIPE CONFORMING TO EXIST. 12' SD MH cA U g U G��G G.lh'�1�, /.E.= 155b3 ``� c(i T.P.= 163.'19 00 u� U 11 g ` ` NSTTI LIEUD3034-18 MA'r 5E CONCRETE PPE ED I�,=15830 423 m - C,,T T.P.= 1 3b6 -�' FOR STORM DRAIN CONSTRUCTION % RIM= 163,714 4 T.F'.= 163.84 �- - �� T.P.= 163.82 T.P.= 163.81 � `n I•F•=159.83 ON 350 LX�I_VCGP 5p 5=0.0120 ' WHERE 36' MINIMUM COVER IS --- - T.P.= 16453 Gni: t✓� -� I 1` MAINTAINED. -�f'.= 16422 ( I 1 .11 T.P.= 164.04 0 P. 16 b1 T.P.= 163.85 163.85 11, T.T. = I 4 - - ---- U - T.P.= 1644 TP. 16429 16 LF. - 6' GGP S UCIA m U 2, T.P.■ 164,04 cr1 - T.P.= 164.04 4 , -,l I_F. - 6' CCP SEP I «- W 5' -J�2 ' �� I 7.P.= 164fd0 LE�id..�.I �1f•-'� sera T.P.■ 164.0 0 - - T.P.= 164.24 I `n 19 C,O.T.G. - ---- ---- - _ I archite is pc II T.P.= 164.11 - --__ RD LE.=159. I --- tl CATC.H BA51N T.P.-- 16356 1' IE.=163. 0 __ ` MANHOLE _j I .=163.0a� 11 LF. 6` CCF J T.P.■ 16 3.12 ---- - -- -- -- - � • CLEANOUT - T.P.■ 16314 1 4 LOADM• c T.P.= 164. 0 6 �- �o + RD - -- -- T.P.= 190355 SD NEW STORM DRAIN 123 NW SECOND AVENUE ' GB I 1 E. 15e. , •� I LE.=163.00 , I -- SD-- SXISTING STORM DRAIN POR, AIvD503-228-6444 EGON 9 CB 0 I I.E.= 15 .33 I �1.P.= 160.83 �. 7 1.5' ROOF DRAIN DOWN SPOUT 52' _-. T.P.= !6331 - - -- •P= GRADE BREAK LE.= 159.81 - T.P.= 16231 tA \ I U ��r1 L l / kiT.P.x 164,90 I T.P.=_'62.E-� I ,n CB _ t U - / '�y*\ '� I.E.- 159.90 AE3E)fRE V 1 ,4 I 101 V 6 �r-� - - - - - - - --- -- - -- -- - - - T.P.= 162.40 _ FIN FLR=165 rD -- --- - --- -- C� -__ _ __ -__.- G.O' Cg CATCH '3ASIN consULrina [ncln[QRs � \3 L F. - 25 LF. - , � I , S COi<ID LE.=1 5•SGJ ' I I i 421 S-W. IT,,H. XUIT[ 911 P 5D I I 1.,EVEL 6 CCP S PONDS CCP CONCRETE CULVERT FIPE PORTLAND. OR[aOn f720A 5=c::2340 T.f I_bin T,P.= 163,01 GD.O.TG, GDLEANOUT TO GRADE 11-_ I CB_-- - - - ----- - - ---- - -- - - -- _- -.. -- T.F.= 162.1 FIN. FL. EX15TING CONNECT TO 1n E - 15324 T. 163.18 EXIST.� FINiSH FLOOR EXIST. 15' SD _--_.1 I I I , I.E. 158,331 \ I I � 0 H.P. HIGH POINT I.E.=152.15 \ 35 L.F. - RIM- 1(0lb I T.P.- 160 3 �oA�nr�oc,dcry T•P.= 164. O 1 T.P.= 162,60 � (1 I.E. iii,.BERT ELEVATION CGP SD - - - - - ---- - -- i I I U19 L.F.LLINEAL FEET O o♦ 15' 5D _ S '0140 - -- - C - -- -- - -- - _ -- - B MH MANHOLE • • �� , _ 285' PVC POLY v•INYL CHLORIDE i RD ROOF DRAIN - (] TP. I&I.J&- 163.00 I I I LE.■h63 00 - T.P.= 163.41 �• 6l ' cn T.P.= 1 9.03 Q _ T. 162 81 --- u, - 52 SLOPE EQUALS a�0 CB _� 'n u T.P_�161 --- ----L--- = 163/05 TP TOP Cf PAVEMENT U g �- _ - _- --_ P 5 L F__ �q 158.16 61 U �� 53' 21 LF. - T.P.- 162.18 I !.E.- - -� 10 14 -29 L.F. - 6' CCP 5D _-- --- 6 CGP SD- 0 c TG TOP OF CURB L G* T.P.■ 160.66 - V ' `� T.P.= 1h1,15 - --- - E ' CCP 5D \ �; a, T.P.= 164,25 r- \ T.P.■ 160 53 - T. .= 1 8.1 c`-� IR _.o.T�._ G>�_ . T.P.�� 159,031 , 138 F. I G P D1i .,FO-IRM DRAIN & i O L.F. 10'�GG 5t I.E.=158.74 LE.■ I6O.83 ?P.= 16022 =0.00 4 T.P. 164,0 = GO.T�Cs. T.P.- 1k7333 SITE GRADING T.P.■ -' T.P.■ 163.14 - 01-+ 15885/ CB n IF,=156,68 T.P.■ 161,18 C.O.T ._ Q T.P�= 16- 45� \T.?:!- 164.54_ - - LE.= 15688 21 L.F. - 6' D.I. 5D - 15•=156.01 d) T.P.■ 15356 T.P.= 1643_7 _ T.P. 1104.12_ PLAN T.P.■ 15980 Cd u; �!; T.P.= 16 3.11 H.P. - - --- -- T,P.= 15838 5=0-001 E T.F.= 159.0-1 I.E.- 160.14 -1 U --- - _ T.P.- I6 4.01 T.P.= 16 359 -- T.P ■ I6 24 - 00 oI I DRAIN 4 T. • 1 8 S Q.T.P.■ 158.43 1 LP - --- _ 51TE 'O RAD INN T.P_ .■ 163.49 T.P.* 163.11 1- T.P.= 159.80 T.P.■ 15t3_43 PO,_E ! IOUNTED LkiHT _ 64PJ5 \ \ _ - T.P.- 159©1 FI;�TURE ITYP,) U T.P.= 163.25 T.P.T.P.= 163.95 T.P.= FLAN _____T.P. PROJECT NO. 189156 ____ - t.P.■ 1E4.15 ' `-- 1'=30' - v t.P.■ 158 25 ETPF�__5 8.95-- ---- ------- T.P.■ 163.42 --- -- - -�y - _ -- ET T.C. 158 t �_= 158.1� Q - - --_ --- --- ----- _ II II CONNECT TO fRo A ID EXIST. 12 Sr-) T_,G.= 1fi3,0 1 PERMIT # ' S 1391Q89 89; > I `' IE.-15552 T.C.■ 163.1 t �' OF If ..� . -- - -._ _ . . -'ice�.. _ , - .. -"'-;:!'!i!!+...._ ..rsaar•-...�,,�..._..,,.,.,,,.,,,.,,, _ _ � ate.., ' � � 1 I I I � I � � ! �I 1.1 l I '�• I�I I 1 III 111 f(1 �,11�'>j .111 (1, -_.'�-=--__, =``-�"' . .: _ .._,...:.... h!'I1 1 111 1 1 111 1111 1 I I 1 I 1 i I I T ( II 111 III III 111 111 111 III 111 fill 111 111 111 11! 111 111 111 III III 111 11111;1 111 f11 III 111 III 111 ill ill � � � • � l l .� � 1 � 1 � 1 1 1 1 1 1 1 I I l l l ! 1 1 1 2 3 4 5 6 7 R 9 110 I I 12 NOTE: IF THIS MICROFILMED ��--- DRAWING I5 LESS CLEAR THAN - THIS NOTICE,- 1T IS DUE TO Zlf. QUALITY OF THE ORIGINAL I DRAWING. AE 8Z 9? LZ 97 SZ ItiZ EZ ZZ 12 JZ 6i PI LI 91 111 AI EI 71 11 01 6 9 L 9 IS b IE--- Z bras. 11111n1i11u1u1�111n11►11h1n1111111111�u11i11ff�itt:itiri�nu+tt�Ilullfn�4Al11n�11r11iI1n11uulffulultlit1111111i11i1�I11111111�11111111111111111111Imm- 11111tff111111111u�111�Ifu�llullu111u111VII1�ufIIInIIlu111I111uulll9911w1N911111�1►Il�ultlllll�lUlIIIIIf1►I�ilTJlllf) FEBRUARY 1 ..� 28 992 IIGARD WATER DISTRICT REQUIREMENTS PROJECT MGR. MDH o - - - --- - ----- - - -- lii8 CAPTAIN ----- n 1 . NOTIFY TIGARD WATER DISTRIL.T (TWD) 48 HOURS PRIOR TO COMMENCING - �� ?� CONSTRUCTION TO SET UP A PRECONSTRUCTION Mi F FING. TELFF'HONE 639-3516. CHECKED _ SLC ti CURBS MUST BE IN PLACE PRIOR TO INSTALLING WATER MAINS. j 2 THE CONTRACTOR SHALL MAINTAIN ONE SET OF TWO APPROVED PLANS ON THE ; DRAWN Gc,V 0 CONSTRULTION SITE AT ALL TIMES. DATE —10-3-89 3. ALL WORK SHALL BE :N ACCORDANCE WITH AWWA STANDARDS. 4 ALL WORK WILL BE INSPECTED AND APPROVED BY TWD. L I r All PIPE AND FITTINGS WILL BE DUCTILE IRON, CEMENT-LINED. PIPE WILL REVISIONS - I BE TYTON JOINT DUCTILE IRON. CLASS 52 .U41 IJP. �wy :li✓ 6. 36" OF 3/4" MINUS GRAVEL COVER FOR 12" , 8'' AND 6" MAINS IN STREETS �- �.V/°�T"7:Imo, C;p 1",.N1 AND RIGHT-Cr-WAYS. - 7. POURED CONCRETE THRUST BLOCKS AT LEAST 8 SQUARE FEET OF BEARING SURFACE AT EACH TEE, CROSS AND EMEND LOCATION. I -- -_— - - - ---� � i Low v� / I =165. 0 8. FIRE HYDRANT ASSEMBLY CONSIST OF 8" FLG 8 f TEE 6" FLG X MJ CATS C.O.t VALVE 6" MJ X M) HOLDING SPOOL' AND MODERN MUELLER CENTURION '=IRE � I.E.=15 .02 I I I I HYDRANT, A-442, 6" MJ, 5- 1/4" MVO, 3-PORT '�Z - 2- 1/2" NST HOSE - 4' D.I. S=¢� !80 jI I I CONNECTION, i 4- 1/2 NST PUMPER) , 1 -1/2 PENT. OPR. NUT, OPEN LIFT, 333 L . '� COLOR: YEI '.OW. - ------ — ---- - _ 9. EACH FIRE 'iYDRANT SHALL BE INSTALLED UPON A PRE-FGP.MED CONCRETE BLOC; ' I a I I WITH 1 - -/2 CUBIC YARD OF CRUSHED 1 - 1/2" DRAINED ROCK. TARPAPER WILL BF- 42' 5' �' � ' , I - ,� 1 LAID ON TOP OF DRAIN ROCK TO SEPARATE ROCK FROM EARTH COVER. 10. ALL SANITARY SEWER LINES 10' LATERALLY OR 3` 'VERTICALLY OF WATER MAINS ' � PACTRUST 15I I �D I�f G 2 2 /�� ,�� SHALL BF F NCASED I N CONCRETE 6" THICK 10' FROM CROSSING. WHERE 1rf I I t ` , ' ` CROSSINGS ARE NECESSARY, THEY MUST BE MADE AT APPROXIMATELY 90° WITH FIN. FL 161.00 I I 1 AT LEAST '.9" SEPARATION BELOW WATER LINE. •156.85 -- - - - - - - - ! -- - - j \ 1 ! 11 . ALL MAINS SHALL BE TESLED AT 150 PSI FOR 1 (ONE) HOUR WITH MAXIMUM 6 PVG S -_-- - --3'14 LF. - 4' D.I. g 8■OPJ? 0 `J LOSS OF 5 PSI . STATIC PRESSURF - 90 PSI . PACIFIC -- ELEC./SPRINKLER—�- IF.=1b500 / \ '�. FL AND CLEANED 12. ALL MAINS SHALL BE CLEAUSHED WITH POTABLE WATER PRIOR TO G.OT�Cs. ROOMCORFORAT� I.E. 15-1 MGGOGK i +�� L �+vlr�cor�Ic \ DISINFECTION AND BACTERIOLOGICAL TESTS WILL BE TAKEN BY TWD. - - - — --- 13. TWD WILL INSTALL ALL COPPER SERVICES PRIOR TO RI_ACKTOPPING OF STREETS. CENTER 5 L.F. - 11-1/2' PVC w 5' METERS WILL BE INSTALLED BY TWD UPON INDIVIDUAL REQUEST BY SAME. � _ PONDS S.W. 72 ND AVE --- �� (� � I 14. EVERY METER THAT IS USED FOR OR CONNECTED TO AN IRRIGATION SYSTEM _ — I_�. co ``� SHALL HAVE THE PROPER BACKFLOW PREVENTION DEVICE INSTALLED AND TESTED, TIGARD, OREGON �c BY THE OWNER. - 1-1/2' TER - _ B J'' ' 2-1 /, _ 5. UPON COMPLETION OF INSTALLATION, CONTRACTOR OR OWNER WILL ADVISE TWD OF TOTAL CONSTRUCTION COSTS TO WHICH WILL BE ADDEO 10% FOP TWD INSPECTIONS, WATER LOSSES, OVERHEAD, ADMINISTRATION, SAMPLINGS, ETC. , . I TAPPED IPT I I \ AND 2% FOR ENGINEERING REVIEW, INCLUDING "AS-BUILT" DRA`,'INGS, UPDATING MJxMJxIPT 90' BEND 1 n MASTER MAP, INTERSECTION MAPS, ETC. ; - v i THE ESTIMATED 12% TO TWD, NOTED ABOVE, MUST BE ON DEPOSIT PRIOR TO -- I✓Y vi li ' BEGINNING CONSTRUCTION ON WATER LINES. v q I KI��T P �v�.Iti�l;cT To �,ciyT. - -- d - 1 7ORMER n_ hLJG I L1 I I GL.. - F , F - G I_. �'7_ ✓ Z V( '7 L - ' ! '- r V,L ^1) I'S I i.)L'_ �^f LJ \jem L I Ilvf T/,j I-. e, I-1 Y I.r,<a1.l r Ami r_ ✓1✓ -` I ' N rc NI . I /�} v- V CONNECT TO EXIST. IC L;=. 12' W LUT H �� -- _ - � 12'x12'x8" TEE r`1 90' BEND, k ti� } `�' iG T= L _ I I if) - WITH THRUSH' BLOCK r- 9/' I ` _ �> Y vai v 2'_ E R ��fiAPPED ►Pt • r MA CHOLE z 12'I 6� t X ' MJ\xMJxIPT • CLEANOUT 73 � �7 1 NEW SANITARY SEWER CAI EXISTING SANITARY SEWER WSriS 61 --_---T-- - n nrtz _- -- FP I '-'E PROTECTION LINE PC _ of , - NEW FII orehitects DmUBLE CH CK /5 - w NEW WATER LINE - W EXISTING WATEF, LINE I `ALAVE ASS MBLY 5'i ' - - - - - -- E-1 TFF_ WITH THRUST BLOCK GATE VALVE 123 NW SECOND AVENUE IE.■1 1.11 _ .OADMI I I i I I � -IRE HYDRANT -ISSEMBL ' PORTLAND, OREGON 97209 RO L �AP �� IE.■1b3.0� �___� b REDUCER PHONE: 503-228-6444 -- 321 Lf. - 4' D.I. 5200180 I WT E CONNECTION - --- - i I Lo )F lot 5U 'LDi 2�1 (5) 2455fREVI ,4710N�& kpff F N, FLR =1b5.00 C.O.T.6. CLEANOUT TO GRADE CONSULTING ENGINEERS -- - --- - If I I SECOND LrEVEL PONDS D.I. DUCTILE IRON PORTLAND, OREGON 97204 EXIST. EXISTING W �- FIN.. FLR FINISH FLOOR .O.T L�t. - / I ■152.06 - - - 321 L - 4' D. g=O110 - - -- - -- .- - - - - -- - - —. / FP r-iKt PROTECTION I.E. INVERT ELEVATION EO NECT SO 4 LF. �' I E. F'VC S =1 6.16 ' , IPT IRON PiPE THREAD . I �' - -- � G.O.T,G. - - LF. LINEAL FEET IE.=152.0; S=0.0150 Lo�wl �ocac -- M'-1 MANHOLE FIELD VERIF _ _ _ -- _ _ _ - 48 PVC POLY VINYL CHLORIDE / I 5 SANITARY SEWER 5= SLOPE EQUALS I.E.■1 538- � �-r - I / W WATER I THrV 6' SANITARY SEWER im & WATER PLAN LE.=152.13 SANITARY 5EWER :i2' 5 LF. - b' PYC g POLE MOUNTED LIGHT RI c� V WAI I \ S■0fd485 FIXTUE (TI-P,) - /! E R PLA' PROJECT NO. 189156 - - - �� 1'■30' -- - ELT \c__(,_)NNECT TO II II I F I551.B9 S � �� C3 L OF I -- _ _ - ,.. III�' 111 111 1'11 Ijt III fI1, 111II'Ill 111 111 III III 116 111 111 � ) Ill III Ili III III 11 , III 111 111 ISI III 111 ill 111 111 711 III I;I 1111111 III III 111 111 111 III III 111 !ll 111 _ I I I I ( I I I ' I I I ( I ) I I I I I I� I I I I I I rY:•,,,,,FIs,." p __, 2 3 5 6 7 8 ® 10 11 12 fir. NOTE: IF THIS MICROFIL*f) --�-- DP.AWING IS LESS CLEAR I''AN THIS PIOTICL, IT IS DUE TO T}E QUALITY OF T'E ORIGINAL. a DRAWING. QE 62 9Z LZ 9Z SZ 'OZ ER�Z"" 21I2 12 OZ 61 131 LI 91 SI bl lil ZI II 01 6 ` 9 t 9 IS••J --ti IE-- Z 1I"•��"' oil Ill IIIfIfIII IIIll IIIImI111111111111111�tllllllll�itplllN a•IA11[M�n1/11111111111N11hIM�1�1N11M111H�t1111rI1IAsII IIIli llullidI1nIIIII 11tillolluhlu�1u11uu�1u111uI�In111u1�IW1u11Iti0 u111ullluliuuhbjhv hju1�11uWlIla Iii ulmilimillll ` FEBRUARY 28 1992 PRO&CT MGR. SS__ JOB CAPTAIN WS8 / r-- - _ _ - -- - --- --- -- CHECKEU SS Tf I I DRAW WS8 (to) Ea SP, • (23) EQAP. 130' 1 '/4' STD PIPE DAM Aak7im (13) EQUAL SPACES _03) EQUAL SP, Sp- A.CJmAVIN13 fe 3 X 0 X 3/a Lu/ (2) 3/4'4, A.E. NEVE BION AND LOCK NUTS f5UI1.i:XW- $ PERMIT SFT 10/3/89 F4 TRASH ENCLOSURE 12 0 X 12'0 CONC. �,CNSTI ILCTION SET 10/23./SI-Z FOOTIW_v uj ROOF SUMP SEE C�ETAIL Ll..)ADIN� DOCK R000 SCREEN ; SCREEN BICYCLE RACK (FUTL RE) (FU URE)LI! 3/4' a V-0' Co PACTRUST 4 NOTE: PROVIDE (1) ►RACK PER EVEF;n* (2) REQUIRED BIC-.'CLE PARKING SPACES, lu 5U LDINC:z 232 ( 4 ) 48,5W SCL FT. r — *-— 11 .t. - -- I I r n FASTENER PACIFIC ROOF H CH 0 SEE DET112L I/ <A .CORPORATE LOAD[ DCICK LOADG DOCK PONDS I�A L HAND ICAP P,4WIWx f'!%. CIEWER L. _j L — i_ i_ _J TO CCt4FORM TO d SCRE SCREEN 1 ZRODF SCREEN I ORE. U.5.C. 310b (a) S.W. PACIPC (FUTORE) in C14 (FuT4iRs) (FUTURE) PARKWAY "'TEFL_L POST TIGARD, OREGON TRASH ENCLOSURE - TRAA44 ENCLOSURE r0U,,DE _T -- - \ - FIN13►1 (6) EQ. SPACES * W1 3) EQ.SP1 �2AP1 (3) EQ-5110. SPACES (1) EQ. SPACES OS.01 EQUAL SPACES +__Lv_ja_Q FACES EQ. SPACEO�_ Sol o I ( I I \ - C lu qSFORMER CC 3/4" 11-ol SPACES INDEX OF DRAWING RAMP (TYP.) "UL (e) EQ. SPACES (10) EQ. SPACES PER AN.S.I. SHEET NO. . SHEET TITL61. *1 J3) EQhP 24.0' (6) EQ. SPACES S2)5 (3) EQ.SP. CI SITE UTILITY DETAILS 4 NOTES 0 08.0 (1b) L=_Q SPACES C2 SITE STORM DRAiNAc-sE 4 GRAr-sIW.2 HANDICAP C3 SITE SANITARY VLF-R 4 WATIF" SIGN PE R PLAIN U.5 .5 E E 2 1 Al SITE PLAN A2 BUILDING 232 FLOOR PLAIs o'A) A3 BUILDING 231 FLOOR PLAN (B) 111.1� BUILDING 232 ELEVATIONS (A) 9acr T_ TRA84-4 ENC1.')SURE TRASH ENCLOSURE d) A5 BUILDING 231 El EVATION3 (5) architects PC d) A9, LLJ WALL SECTIONS / DETAILS uj Al DETAILS in (F.1 RE) ► AZ DETAIL SCREEN N RO SCREEN r- — — — — — — 9 uJ SI GENERAL NOTES - STRUCTURAL 123 NW SECOND AVENUE CdAZTIII�4 E:;lc�:w 52 BUILDING 232 F06NDATI,-N PLAN (A PORTLAND, OREC*N 972C9 r-> 53 BUILDING 231 r-OUND/r-L. FRAMING PLAN FHONE: W3-228-6444 oAr)iws �ocx �ILROOF HATCH 54 BUILDING 232 ROOF" FRAMING PLAN SEE DET'41L 1/41 % BUILDING 231 ROOF FRAMING PLAN (5 T JL - 1 '56 DETAILS - CZ)NCRETE !�� 3D ARO L _J 51 DETAILS - STEEL so DETAILS - WOOD L? PRECAST PANEL PEVATIO1,413 ILI YSio DETAiL' ,;* - MISC.' STRItTURAL, Q-3 OC] 46WO W. FT, - 12Z' 16.0' 24.0- SECOND FL;;WT 11,3W S�Z, FT. T SP 51TE IDATA (FUT4RE) LASH 6LOCK ROOF SCREEN TOTAL; 60,310 SQ. FT. PONDS (FU REEK SITE AREA: 1.1ro W - - } - - - - _ , - - - - - - 1 - - ——-'ROOF 5N, (338,!86 SQ. FT.) BUILDING AREA: BUILDING 4: 48,5W SQ. FT, 5UILDINT B: 160,310 Sa FT. LOAD(NO DOCK IOW50 &Q. FT. LU LU TOTAL_FQQTENINT: 131,S60 SQ. FT, d i i ; I �n LOT COVERAGE: 28.cJ% uj UJI LANDSCAPE AREA:ILI TRASH ENCLOSURE PARKING: 341 SPACES I L--STZF-. so, u 256 SP Zrs SITE PLAN COMPACT: 8'5' 38 SPACES SUB-COMPACT: 8Z' HANDICAP- (08 SPACES BIC f--I 5 SPACES -10--SPACES (13) EQUAL SPACES;., (REQUIRED) 312 SPACES Iq __ __ -_ (W EQUAL SPACES 2) EQL� lb.01 "1 -4 - SIM. • 40.0' (TYP.) (23) EQUAL SP4'ES Sp. C.01 it - 0 Sol 0.0 (ryp.) d2) EQ NOTE: PROVIDE 10 BICYCLE PARKING SPACES AT LOAD!W,2 DOCKS. EXACT LOCATION OF BICYCLE SPACES TO BE DETERMINED A r TIME OF TENANT MODIFICATION. POLE MOUNTED LIGHT P, -ROJECT NO, -t 89156 SHEET /003�\ SME_;.� PLAN V 1',30' I"POW 2 4 6 9 N(JE: IF THIS MICROFILMED DRAWING IS LESS CLEAR MAN THIS NOTICE.- 17 IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING. Of. 62 92 L2 92 z 02 E2 22 e 02 61 91 LI of 51 t"I EI 21 11 of 6 9 L 9 S t, E FEBRUARY 28 19 92 �61 El; C. T 8 ___SS_ W% 0 j7 /I -Idu) 1 7 PROJECT MCR. �'S JOB CAPTAIN `NSB CHECKED SS 1 0- 3 4 5 6 7 8 9 Q Q 12 Q 1 Q DRAWN_ __wsB 4 I � DATE 9-18-89 I — — - -- - 1? DAY5 ?5 - - I?'-b' d ' 300'-0' -� - —+ --- - . 121-9614I? E+ � 64, REVISIONS E3UILDIN6 PERMIT -0' I6'-4' '-4" -4 '-4 41' 4' -4 '-4' 41' 4' 4'-8 I'-b' I gET 10/3/89 I 1 I I I 1 I 3 EC�IJAL SP 8 1-E SPACES 1-EGxJAI,SPACES I �'?\ �"':4TRUGTION TYP. I �'• I I SET 10113/89 1 1 8-8 - I -_- _ - ------------- - .----.._ ._____-___- _______________ f iI I I I i I g -- ---- --------------- --- - __- 'I � ` �__ TRASH ENCLOSURE _ - -•----- --___ .__ __. .___ _ -____._ __M _ r___-- __ - -- - --- ON GRADE DOCK-HI '---- PACTRUST e I BIKE PARK AREA r I � I I 8 I I I I i LOADING DOCK I I . PACIFIC -- - -- S -ry CORPORATE 0 � CENTER 0 I , QAt ;; „,I S.W. PACIFIC ItYP PARKWAY (Di TIGARD, OREGON 0 ' 3�t f ►aoLLOW rrTL. BUILDIN!x 231 (A) Ea Ea_ Ea Ea I DOOR FF. ELEV. 161 f ltYP) (PAINTED)04 I 1 1 z I / ---- --- --- ; I 3 TYR INDICA*E911JOOD SMD ♦ - - - a _ -f' -- ' - - ;i WALL, 2x8 . 1'.4' O.C.uU SPRINKLER ! ITYP) -� _ �a EXT.GYP. SF�ATNING EA SIDE i K}LER T.S. COL. TO STRUCTURE ABOVE IEEE j RISER ; a a I I LOAD( D,-CK >� � ,1 DETAILS 1/A1 4 8/A7 I ELEC. Rf'1.-- �.. LCADING� DOCK a I SEE StRUC.T.i I �P � DOCK HI ON GRADE ► ( ROOF MATCH ON GRADE D -HI i 4 LADDER _ -.•-- - F --- ' ---------- - ---- ------------ - - - -- - - - - - - - _ - - TRASH ENCLOSURE ! --- ; I ' Al a - '!= =� TRASH ENCLOSURE 4 — - - BIKE PARI AREA BIKE BARK AREA ' _ cD ._._..—._...—.—. — -- --- I I SEE DETAIL I/�,I ' . ------ - p'P , In , D.S. I ------ --- p.S. tYP 2 ___=--------__ --=_-_ .-----__.__�__ - I ----_ _=__-- -----------------=----- ___-_-- ___---_--==��-n-t-=== — e�Itects �� - - - Y h b 2 I I'b YP Ab P 123 NW SECCND AVD'UE YP / YP PORTLAND, OREMN 97209 PHONE: 503---228-6,44 1 BULDNIG A A2 1/16'= 1'-0 N I� M DOtI 0. E STON �-RECESSED ACCENT BRICK Rt ,� 76W 4'-0' RI i 1 -4I 4x4 e JAMB I L 4x� �+ JAMB OF 4�,' -- - 4�,' 1,_4, ; 41/2, ALUM. WINDOW SYSTEM ALUM. tUIP�DOtL SYSTEM t+a _- CONIC. S'!_L PANEL BELOW Ai r- BACKER ROD / E 1.ANT .4 I/1' � ----GONG. SILL PANEL BELOW � S --15 • BUILDING PAPER Al l 15 0 BUILDING '-1Ar�ER •r _____ - OR AIR INFILTRATION � d OR AIR INFILTRA`T ION --'� o - - BARRIER ON I/1' EXT. �_ BARRIER ON 1/`1 EXT. �'• o GYP. SHEATHINcs OVER LINE OF PANEL ABOVE Y b' AND 4' 20 GA. ITYP� GYP. SHEATHING OVER r METAL STUD FRAMING -- --GONG. TILT-UP PANEL b' AND 4' 20 GA BRICK ti ENEEr� / co -_ MEtA1_ STUD FRAMING Al _ PANEL LOCATION AT ( o y - s�^ BRICK VENEER � BUILDING 232 A / �- GRID 13 (BLDG B) T.5. COL. (SEE STRUCTURAL) c - - GNNCILANIP PANEL % o R� R1 a _._ _. -----DOWN5POUT LOCATION LINE PANEL ABOVE ----- _ _ FLOOR PLAN — ��-Ib --- � 'J (WITH FUTURE INSUL.) —BRICK VENEER 41�z' 4•�2' 41!- BRICK , ------------- BRICK VENEER ~ \' DOWNSPOUT I.OGATION "-- LiNE OF PANEL ABOVE --15 BUILDING PAPER _ 4'-8' ALLOW FOR FUTURE INSUL. -------GONG. r-'ANEL LEG IL” 4 �' CONC. SILL PANEL BELOW 2 _4� - BARBER ON OR AIR 1/2' - �— - BRICK VENEER — + ---- L 4x4 0 WINDOW JAMB -!�` ALUM. WINDOW SYSTEM GYP. SHEATHING OVER (SEE STRUCTURAL) b' AND 4' 20 GA. � �" CONC. TILT-UP PANEL ---------- -- -L 4x4 • JAMB METAL STUD FRAMING -- LINE OF PANEL ABOVE — - - ----- ALUI~i. WINDOW SYSTEM - PROJECT N0._ 189,156 �-- - ---TI' T-UP SILL PANEL SHEET 5KOW 2 13R�� l�U �l�_�� -�J u�l. 3 LIMCK If- ANFc_LL-a C©�� N. rT� SRU�� PANEL ��U�)�. 5 L?)If�10�� A��EL� ��DUVUv. b ulrll�CK � PANEL C��UVOv. , 1 f YAC-O5A2 \ Al 1 '=1''0' Q FAC-06A2 • . A2 •1i2'=i'-0' � PAC-ov,2 A2 1/2'_1'_0' Q PAC-03A? � A2 • 1/1'=1'-0' "Ac--o',�2 � A2 .: 112 =1 -0 /� - ' ' [� , ? ,w L IIt1111111111111111'l�IIr'fILlII11)11�111 1t-IIIIIIIIIlII1 1 Ill II�1 1-111 111[111 1.111111111'�1111111�111I111. 111111��I}�ili��ll�il�lililililil�lilil�Iililililllllil�lili�ililil;li�ililiii a f� t • 2 3 4 6 7 8 9 110 11 - NO f E: IF THIS M I CROF I LME D - �__ ---'-- -- - — ---— ------ — . DRAWING IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO 11f QUALITY OF THE ORIGINAL ' DRAWING. _. __. -- AE 6Z 82 LZ 9Z SZ fZ E2 Z2 IZ Oce. 61 81 LI 91 SI r1 El 21 11 01 .d O L 9 S Ib c 2 1"'"" + 1I111n1unl11ulunlu111nu�nuln1111I1I1u1111111�1u1�Indn1~l1.a11111��ulnul1111111;I111��H11lIIII�tl1lti111111111111111111111111II�lII111111t1llllllllill1111IIIIIIIIItIIIIIIItIIIIIIlIII11IlUlIIU!(011111111u111111111111i11n11wIHH11w1uuliluW111u11111111111t�twluN FEBRUARY 28 1992 - 2 PROJCCT MGR.4 5 - 7 8 P15 -0 10 11 JOB CAPTAIN _WSB 14 1 j ► E 17--- - — _ .— . ------ 3?'-b' I?'-b' I?'-b' _—_—_. - -- -- --- - - - @ta -m --- ------ - - --- ------ -- -- -- --- --t-- CHECKED c; 1 _ ---- - - ---- _---- --- _ - - _- - OA �` _ _ I ----=- :•. > _--- ==-ss=- =- =- ---��,•-�_= -�� + 41 -- - 121-1b, 4' I'l b 1'4' I' b' 1' 4 I DRAWN 1 p i , - ----- -_ --- tv-_--- 8'-8' 81.86 -- - - --- 8�8 00 L UA TE --9-- I , , 2 it 1 I I A3 I TYP , _ I BIKE PARK AREA -----� • RFV`iION� I .1 cv ,I I ( � TRASH ENCLOSURE - BIKE PARK AREA SEE DETAIL I/A1 PERMITIWj — �y A U e . -- - - i- ---i ------- --- --- -- - -----.-- =' --- ---- -TRASH ENCLOSURE D ` -- 1 LON6TRaJCTION A SET 10/23/89 I DOCK HI ON GRADE HATCH ON GRADE DOG -HI -------- ROOF( , I I I ELECp RM. 1 , LOADING DOCK ^^ LOADING' DOCK I I Q SPRINKLE U , C _ ._,—.—.—.__ t - - - _ _ RISER X 101. N ;__ --- - - - - - (TYP) ' I r(r PACTRUSTBUILDING 231 (B) Ea Ea D I _ I Ea Ea _ -- _- - -- -- _ _ _ t ib !NPICATES'WOOD STUD WALL 2X8 • 1'-4' O.C. W1 (TYP) ► I , PACIFIC C14EXT. GYP. 5HEATHING EA. SIDE' I ,! T ;n 1 I 4 f I I ' I TO STRUCTURE ABOVE (SEE DETAILS /A1 4 8/Al --- �• ;---------'• ' i --- I ' A6 i ; CORPORA E CENTER 1 I 1 0 3 X -1 HOLLOW MTL. 2 I - - - - ---_ --- S.W. PACIFIC DOOR/FR4S !E (PAINTED)— '4 (TYP) g lTYP1 ' a PARKWAY 0 i I I I Icy LOADIWI DOCK Al TIGARD, OREGON 1 BIKE PARK AREA I I I (TY ON GRADE ' DOCK-HI CF)-_ ———__-__ 1 -- --=_ ----- -- —__ TRASN'ENCL05u ---- - - r RE -� _ __________ 1 `n GONG. WALL 4 0 2 1 A � I I Pq per - ' 1CNI J, • I: � -------___ -r--_- .sa'o'csas-r _ r•s_=- _-- __ --- _ _ __ D.S. ! / ' ao __ -- ___ - _.___ b I --- 3 A6 r4 r A6 13 A6 14 15 51 16 17 YP YP _ 8l'-b' - G. ILL PANEL- BELOW _ 1?'-b' 12'-6' UM t,'INDOW SYSTEM a AIS BRICK VENEER ri"`eeeilli� R ST FLOOR PLAN o MpI�DD NG [� -------------------- ------------------- A LINE OF SOFFIT ABOVE TRASH ENCLOSURE PANEL 1 LINE OF BRICK ABOVE 0 C4 I Q Pc — BRICK VENEER -- --� — --_ BRICK VEN-2- T -,.~ — 1 — architects ------------------- ---- ---- ---- B 123 NW SECOND AVENUE N '. PORTLAND, OREGON 97209 1 _-$ -�_-•. - RI EXTERIOR INTERIOR I _- i PHONE: 503-228-6444 ------ 114' d)EQ - ---- FUTUF� �, OOF U- IL 5'-3 1/4 �'-9 I/d' SRC EN � I I I� d I ED 41/2 A — -- --- - 4 1/2 -�'iz " SPLASH •. A BLOCK - - - - - - - - - - - - —_ -- - - - _ ---3� _. E �O1 c� o - - C cx . /, �, � (_ �it ENTRY w7 � p • � � r�> 3 E6 �L�,ARGED L NTRYi PLAN � TRASH PANEL CONN. ! ' A3 .• I/4' 1'-0� PAC-03h3 A3 3/4' _ I'_0' PAC-05A3 O O 1 F ALUM. WINDOW SY5TEM NSC Mme, T.S COLUMN IEEE STRUCI) . FIN. FLR. ELEV. = IBIB" LOW ROOF 1I ; 0 METAL STUD FRAMING y � BRIC�� VENEER. i - - - - - - - - - -- - - - - --='- FUTURE TENANT FINISH ALUM WINDOW SYSTEM IRI , -- T.S. -- -- __- _ "'Y(D �_ COL. (SEE STRUCT. A (� LINE OF SOFFIT ABOVE CONC. PANEL i FOR SIZE) :Q A& LINE OF BRICK A VE r i , -_-- FOAM TAPE YP 9 DOWNSPOUT LOCATION � i i; 1 ALLOW FOR FUTURE INSUL. i / , U ALUM. WINDOW WALL I11 r L 4x4 JAMB T II 1 , 1 , 18 LINE OF BRICK ABOVE _ � - - - - - - - - - - - - - - - - - - - _ - - ------ `. L- - ------ ---- - A SPLASH 9 0 (B) _ _]_ 4/? -CONC SILL PANEL BLOCK 4 BUILDING 231 FLOOR PLAN 41_41 4: 1'-4, 1 (17�i n •a � I it1 , BRICK VENEER _ 41/71 g1 - -- 0 --- - ------- L HIC RGED ENTRY PLAN _N. K PAU�L__,L� CONN. i VV�UVltJOW MULLJOII��I � COL I I' � �-• NkOJECT NU. 18915E A3 1/4' - 1'-O' PAC-cHAJ A3 3/4" = 1'-m' PAG-�,CA3 A3 I 1 -------- 3 =1 .0 , FAC-07A3 1 1 �... SHEET r2i"*� SECOND FLOOOR PLAN BULUNG B PERMIT # ' S x'91988 & 8919891 A3 1/16'- 1'-0' •—•-- --- _ -._ �N Ab yp Ab u. ~ . > , , , N _, , 1-_ — .,-,•..: ...T _.. - - "v'.' Mt1.st111iR+..+..-..,..inn...,,,.,+1....... . ^•----+•— _,,..na ..a:..,v,..nR:wh:A.w:...uv.:Ylrx6'tv-t4r:latAJu:, �•o.,..««r,,l ..:...• ..r.n.. '' '`�I'.I'I'I'�'I'I''i'I'1FIh1�61�r11ILII'�IIr11,IJill �'I'I�III'1`I11► I't�l'I'�11�1�11�1III"I ,Illllllrl�lilfi{IIIllllllllillll{111111!� 111�11I�111�1�1�1�111�11111r1�11111��f I�1�111FIF111F1� Y o NOTE: IF THIS MICROFILMED °- ( +- 2 ---- -- 3 4 5 6 _ ,7 —r18 9 (y _ i I 12' DRAWING IS LESS CLEAR THAN .. THIS NOTICE; IT IS DUE TO Tbw QUALITY OF TFC ORIGINAL ,MING, l)E 6Z 9? LZ 92 SZ ADZ EZ 22 -1Z OZ 61 BI L) 11 - 41 bl EI Z! I I 01 6 / S S - --ti-- E Z 1 Seattle, , --"'- ..:rIr1111nu!.lulunlnub1r11nuhu�ulurrlrrcrtnrris urhi111nu11n111n1bru)nullrrrin�rinlrin�rhlnlullllull�un1111�11nlblulnulu111u1�Inulunlllnhlulw�Irwlualru111n1lrnlllurlrrllllluurFml�wUul�lulWlll�tllllulUl�uUI11H FEBRUARY 28 1992 ir. 1 PROJECT MGR. —5s JOB CAPTAIN ',VSB CHECKED _ MA VSB DAT 9-18-89 GL A555 5ko-HEDULE 1 2 2:5 3 5 7 11 13 15 17A2 . I I G-1 SOl sic GREEN 1' ;NSUL. REVISIONS G-2 SriLEX GREEN 1' NSUL. TEMPERED G-3 FEFLECTIVE GREEN V NSUL. BUILDING I I I I I G-4 FEFLECTIVE GPERMITREEN SPANDREL - OVERFRII�� I' LOW I I OVERFLOW I G-5 CTIVE GREEN IN&L. TEMPERED BET 10/3/69 3CL!PF'ER OVERFLOW SOJPPER __ __ I I Q CONSTRUCTION SET 0/23/69 - LOADING DOCK j I A6 I I j -- TYP LOADING DOCK SIM -- 3t F i �L - T - — _ T.. 1 - - -- P 9 SOUTH ELEVAT0N PACTRUST A4 PACIFIC I CORPORATE 17 16 15, 15 10 8 ' 3 2.S 2 CAP FLASHING (PAINTED) - 1 CENTER — BRICK VENEER (TYP.) I - ACCENT BRICK -- S.W. PACIFIC � O 1 LOADING DOCK I • I PARKWAY YELLOW A6 � ov�RFLow / � I I I _ 1 DOOR ARMOR SCUPPER YP I (FA'NT) _ I SCUPPER TIGARD, OREGON - _ DOCK BIJrff.FZS w 7i�a: .mow ....- !!yam 1 � .... r � li .- ._.- .... ,. -.., .. :... .•. i-. -�' - _ ,j�.r...� .. : .- ,abs --. ibti; "� .•.-�� 0 - - 'L - - _. C _ T 7- - 777 - - - - _ = = ={--1 SIGNAGE BAND - OVERHEAD DOOR AND Q (PAINTED) NORTH � �("M /f ,/� �( (� 3'X1' MANDOOR (P.L NT) ' 2 ll VOR U U U E L E �/ A u �O� �J DOCK AN" (PAINT) GLASS G-1- '44 H ENCLOSURE (PAINTED) -95 ' 9 PANEL A A.S B C E F F.5 G • . . . . • • • . . . • ' • � . F .5 ' F E •�, C B A•5 A • ate GLA56 Ci-3 ACCENT BRJCK �w1. GLASS G-4- (2 COURSE HIGH I I I I I GLASS G-3— ACCENT BRICK GLASS G-5 X b' WIDE) I I I I I GLASS G-4 (1 COME HIGH GLASS G-5 — X b WIDE) -- GLAsy G-2 j SIM. GLASS G-1 - 7 �_ __ - I I I GLASS G-1-> i SIM. I I I crrhitects PC r T � - - T - ' - .: A ..... .... .. .. ..... .... ... - '#- ,moi -� _ FT123 NW SECOND AVENUE .:� .......... : ►- .p . .. .... PORTLAND, OREGON 97209 an PHONE: 503--128-6444 r - 0 AR6 3 WEST ELEVA` DC\,l p� ��p 1*11�rp1/16' = 1'-0' 4 EAS` L�LE V AT0N A4 1/16' : I'-0' TGt ; OF 0 G F F G r I I I I 5 A4 ( I I CONC. PANEL r— EXPOSED CONCRETE (PAINTED) �Q• TILE - 8X8 ---- CUT BRiCK - Z :. =R- - BACKER �-� C- BUILDING 8 SAGE BRIrK --- - n ----- TILE SET IN C-� _- TRASH ENCLOSURE WALL. GROUT F�0 F-1 v `_ ELEVATIUNS F`] �_� 13'-0' AFF LOADING DOCK LOADING DOCK �� Y - �-AC,E BRICK L-��-7C� SIM. COND.) ' 55 U' --- SE��0N A�I' MEDDAUON & UU E DDAUON COURSE - A4A4 3q'=1'-0' 10� U P. U1"/�U�lV1�/�'vLl� L�L�L M. 8Ty U �"/V�U�I` VUA��L El�L(� �/ . PROJECT NO. 189156 A4 1/16' = 1'-0' EAST A4 1/16' = 11-0 1 WEST SHEET OF _ �' 1 I � I 1 I I ( � I � I ��►Iti1+11IIIIIIIIII�-I•I1�1�1(1I111Ilillllllll�l'Illlll+�llil�ll�llllll/`Itlllllllllllll IIIIIII�IIIIIIIIIII�II+�+I�IIII �Ill�l�l�t�l+l+ illlftll+ll�ll+ �IIIII�II�+I+�I J � I � t NOTE: IF HIS MICROFILMED � . 1 2 3 4 5 6 7 8 9 I0 _ 11 12 - ��3MING IS LESS CLEAR THAN 1H.S NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL. DRAWING. — - -- --- --- OE 6? 8? LZ 92 SZ tiZ E? ZZ IZ OZ 61 01 LI 91 11 bl c1 ZI II GI 6 9 L 9 S b E 2 1"""" +IIIuu6,uluulm+IL+nhm�m+l�1+t�.�illlullllnthl+�n�m+�++Ih+illr+111unhlu)mIIInI��t�1IIIItlultluullul�Iull11 ! nlLiLnLI�In�IIIlI1111II1ltIl11>i)IIIIIItIIIIIIiIIIIIIIpII11ll�Uulnlllunlmlluu�llubw�tiu�lu►lnu��t�>I>itlllttllull�811nt1 , �E- 1-13RUARY 28 1992 PROJECT MGR. JOB-CAPTAIN W�;B CHECKED DRAWN WSB oAiE 9-18-89 17 q6i� 3 i s ?1 7512.5 2 1 Rr`0S!ONS BUILD� I ab YP I SET ml,�g9 RT'11T _._--- i- OVEF� ,OW OVERFLOW OW L' STRUCTION L OvERFL C:.ON SCUPPER SUIPQER - R -- - -- - - SE 10/23/69 SC11f?PE 1 L T - _ — --- LOAGINC� DOCK Ab - TYP C-- LOADIW_s DOCK Sim T. y • .. - _ .. _._: .,z . .:.^o _,rte _ --_ - J_ _ Ll � __ - 1p ry - - - - - PA.CTRUST r7"'*N NORTH ELEVA-flON . . . . . . p 1/16` : 1'-m' PACIF! CORPORATE i 2 2,5 3 8 �0 � 13 15 5,5 16 1 i CENTER - CAP FLA,4441NG (PAINTED) GLASS G-'i (TYP.) -- -- �� BRICK VE-4EER EXPOSED PANEL ' I � I ;,W, PACIFIC i I f I I (TYP.) - (PAINTED)- - - ACCEN COURT S - --- PARKWAY 0 OVER FL0W LOADING DOCK 4 _ r SCUPPER A6 OVERFLOW A5 �'' i -'. �- ��,"Y TIGARD, OREGON YP DOOR AIZIOR - I SCUPPER - \ _ y N I Dora BUMPERS 1 iL „_. _ - - x I r H 1 - r —r - C -r- — -- - - -- -r - -- - - - - t -- - - Z -- -- - _ - -- - -- - _T - -- � L_ __ - _ _ _ -1 SIGNAGE BAND (PAINTED) -- -ELEVATUN 6kLA66 G-2 (��J� 11 DOAC ARMOR (PAINTED) ' \J Ic� l! GLASS G-1 - - --- k. A5 T ENCLOSURE (PAINTED) CONC. SIL PANEL - --- ---- LINE OF PARADE T BI=`"OND B GUTTER /47' G GLASS G-1 (TYP)l --- - Ab GLASS G-3 ACCENT BRICK GLASS G-4--� (2 COURSE NIGH I I I I T/PANEL GLASS G-5 — 1, X 6' WIDE) _- ------ - -- -� GLASS G-1 - 1 _ --- I I I I GLASS G-? I a r - --- -. ----- SIM. I f= z S - - IDS. -- - architects Pc D G5 - - --- a . -- ,.w D FIN FL V. Rza sr>,. t�� ___ --. ... - - ___ __- __-----_•_•- _ __- _---...--_-- •_ _-. _ -_ -_ LOADING ��- PORTLAND. OREGON 97209 - 123 NW SECOND AVENUE _ PHONE. 503-228--6444 DOCK WALL � -�� _ FSR - , D -J-, -- � . --- - - - - - -- - - - - - - . - - � Fel f �Q EXPOSED C -- •• - T - CONC. PANEL p p// r II�11 DON (PAINTEUJ 3 `��1 L ST l�LE U' A�I U�� rI`- CC��I�(�o �/� `� n(�� ACCENT BRICK 4 ��I` tiJ b ��J�� V U D`�J U �J [ ' A5 1/16` = �I-O` Q SOFFIT (PAINTED) (2 COURSE HIGH GLA&� G-3 - - - X 6' WIDE) -- GLAS8 G-d- MEDALLION ACCENT OF G F,5 F E Ass G-5 C B A,5 A j SEE DETAIL 1/A4 GLASS G-1 - FLASHINGCAP I GLASS G-2 ? I �PAINTED] G F 9,r G -GLASS G-1 A j� (TYP.) j/ , �� ACCENT COURSEa R MING BOND ".�_� FIELD BRICK R MINC-i BOND ACCENT _ .s BUILDING B i RASH ENCLOSURE WALL i• -- -- -- - '' - ELEVATIONS _ LOADING D'.)CIC LADING DOCK AGCENt - r - - - - C - T - - - - - - - C - r - -r- - -- -- r1_ 5 AST LOLL V ��y��UN 5 U U I! VUu�'�I� VU�L�� L�L�,L� V . rro U P. nUUJU v �/1�/AL�= l�L��EV . PROJECT NU. — 189156 a4 i/liv = 1= 11-m` u1Esr �4d 1;16` - I1-m` EAST SHEET PERM T a � - ,.... _ ��11.1ljIIijl I'lIIlji ililr�L III( tt ��:� �t Illllll Itllitl �II I�1 ifl IIs 111 IIi IIs rlt III ei� �iil�lf I I I I I I I I I I I i i s i i e �I� i >t I 1 D ill ili Ili Ali ► i ili i L, NOTE: IF THIS MICRI)FILMED �� 2 3 4 5 6 7_ 8 9 IJ I I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE,- IT IS DUE TO Pf QUALITY OF THE ORIGINAL DRAWING. - ------------• 01F 62 9c L2 92 SZ bZ E2 22 12 02 61 81 LI 91 51 bI EI ZI ! 1 01 6 9 L 9 S Io E �: I"""" iunlllnluulnnlm�I�u�Iclulul�lullullll,tHur�mlh►Hlm�l„nl�llhlullullullhlultl��lultin�l6ultnlllllllll�nllnllu 1 nnlllnllnllul1111u111ul1udnl111ml1tuluul�u�llwl�rllllullullulllu1111ne1�wul�lulull�1111>Ilullmllwiul� ' FEBRUARY 28 19 92 PROJECT MGR. SS GRID JOB CAPTAIN WSB ------ STANDING SEAM FLASHING /- - WOOD SHIM - CHECKED --_- --- (GRID) DRAWN WSB FLASHING PEA GRAVEL-TYP UP TO FOURTH DATE 9-18-89 • TO PANEL - ' COURSE - -- - -- -� - P.T. TOP 1E GRID) CONCAVE JOINT ---- BRICK VENEER -- - TYPICAL \ -P.T, 4X4 _ WEEP HOLE AT FZF . WEATH=REQ JOINT ' �. . . --`- 4'-0O.G. L_, BUILDING PERMIT AT AGC E• T COURSE SET 10/5/89 � GONG. PANEL _ TO /PANEL ti � GONSTRUGTION TOP/PANEL L -' _-- GONG. F ANE L 1 SET 10/23/89 r , • FLASHING i ? - - I a TYP. COURSES - LINTLE ANILE - 4' FiBER GAtiT - -- (:.SEE 5TF?jGT. UNIT�E RE D `� - _-� , N I F "I AN L N LE OR 5 ?E D BUILT UP ROOF %BiT PAINT CONN.) ft I -� I _ I - - • ' ' •• ' ROOF STRUGT, -.� ' � �" _ice_ REPEAL AT PERIMETER �- -- (2) LAYERS 1/2' EXT. _ GYP. SHEATHING CQ � o -►- ��,. (PA!",1TED) W/ REVEA 'I - --- / -- AT PERIMETER PACT RUST r&`*� IJHV!:�X VENE ER Af UNTLE PARAPET A6 I��'= W ' % --- EXPOSE FACE OF t ;t PACIFIC GONG. PANEL AT I BRICK ENEER CORPORATE WINDOW HEAD AND I Q ,----- FLASHING 4 I PAINT ! WEATHERED JOINT -- - _ PEA GRAVEL CENTER -- STUD WALL W/ J BRAGE (SEE _ - WEEP HOLES AT S.W. PACIFIC :,, � •° • � I - STRUCTURAL) (2) ACCENT __ _ __ - 4 -0 O C.- TYP. P.T. TOP PLATE °' = COURSES PARKWAY — BOT ANEL r161 TIGARD, OREGON �-- FLASHING ------- -t �1- -�I - - - - - - - - - - - - _ �i FUTURE TENANT PAINT ANGLE --- - CANT STRIP FINISH - CONC. PANEL GRID GRID I 6 TYP. ® _ r ,i BUILT-UP ROOFING a WINDOW SYSTEM PAINT ---- 5 3� ' CHAMFER ��. - ROOF STRUCTURE TYP. �? 1 , --T,S,GOL BEYOND QT PANEL � TOP/PANEL. TOP/PANEL R I -- (SEE ��TRUGTURAL) �> � - 77 ' � - - - - - a ' i LOUD ROOF =TYP. / FUT URE TENANT -FLOOR STRUCTUKL FLASHING - -�' � FIN15H ROOF IN5UL. R19 W/ PERFORATED i -----1-- I -- ROD t SEALANT - •� ) VAPOR BARRIER I _� �� I a I ---- CONCRETE FLOOR SLAB - o Jul s _ , A OVER COMPOSITE 1`1ETAL , DECK. (SEE 5TRUGTU�AL, HEADER U T SECOND FLY . V ND W P ,r - BATT INSULATION i i`i`,l - ------k- i il � A6 1' z - C=� AT WALL R-it FLOOR STRUCTURE r- i— i !_ TILT-UP GONG WALL - -- ` PANE' — 2N FIN. FLR i 'i 1 ' �, o _ o• � 2ND FIN, FLF� - i i SLOPE �4 Do � HEADER COURSE _�YP. - -- dl 1aM. WINDOWSYSTEM j A.T SILL- USE ` architects pc BRICK VENEER OWER � I � r 1' AIR SPACE WITH - ROD AND ' EALAN v � 1 SGLID UNI ; " - c. •* 150 BUILDING PAPER I nl:' �- L� °�'° I - ' BOT/PANEL �. BOT EL I I -_ _ — .REVEAL AT I �. _ _ _ -- --- WOOD SNIi`1 - -2 REVEAL - I �- METAL STUD SOFFIT _ -� i 123 NW SECOND AVENUE _ r Z- — , i PORTLAND, OREGON 97209 .11 PAINT BLACK - -� - i� AND SIGNAGE BAND t.- �- COLUMN S _T 1/2 (2) ACCENT--- , FLASHING -r- jf i BEHIND WINDOW SYSTEM COURSES ; PHONE: so3-228-s+�►a 0 I ( ALIGN WITH MULLIONS , • 1 1 © WEATHER JOINT 1 GONG. PANEL f 1/2' EXT. GYP., SHEATHING I I ALUM. ENTRY I 31/, 2 , PROFILE AT LOCATIONS'. I WITHOUT BRICK. '`► (2) LAYERS U1/ PERIMETER . 1 �' 1 SYSTEM ,-�' � � `/ � CHAMFER." - - - - - - _ _ - _ - - . REVEAL AT SIGNAGE BAND CONCAVE JOINT- Cu i , PROVIDE /4 r - - } - - - - - - - - - - - - - - - - - - TYPICAL X01 UK �T N FUTURE TENANT FINISH • • �_�� FUTURE T • � -.- . • --_-=- -``� Q � • • . Z J , �— RE ENANT FINI5H.c FUTURE TENANT FINISH ALUM. WINDOW SYSTEM -��Ta '� '� I'-4' ,t �L L wa�1e sau (CONTINUE VERT. - _ I 1 - I 0 - a6 1%1- 1'-0' MULLIONS TO PANEL 1 8 I ! OF W/ SLOTTED HOLE (1 I 0 e DEFLECTION CONN. e --- DOOR d li 1 _ I DESIGNED BY WINDOW N PEA GRAVEL-TYP SYSTEM MANI,lF.) I ---T.S. COL. (SEE UP TO FOURTH STRUCTURAL) COURSE X----- OPTIONAL BRICK I VENEER AT SILL Q, I� PANEL BRICK VENEER �'� SOLID GROUT NOT 6� 51M. GOND. RECESS A . --- GONG. PANEL EDB SE r TILT-UP CONC. S,LL I 7 WEEP HOLE AT - I 4' GONG. SIDEWALK PLATE 4'-0' O.G. PANEL , , • • • WALL SECTIONS TURN DOUIN W _ - - TURN-DOWN SLAB FLASHING -- -� SLAB EDGE -FOOTING SEE `� X AND DETAILS 0 i i TURN DOWN SLAB I j, a � - STRUCTURAL ' � . • � •. --- . -- EDGE .r •• --- - -- CONTINUOUS FOOTING -=� FINISH GRADE ■ i" __._ ---------__---_ FIN. Loon -+ UNDER SILL PANEL _ FIN. Loon -� - - - - ----- -- --- - _ — 1 <--�- _ r' FOOTING SEN? - --- r / N n n �f �. _ • - f'ROJ_ • - -1 891 FCT �1ci - WALL _ SHEET r2 10K4I�a��l� �[��`U _ G`�� 3 �!'�IG��i-�� LCTDO�l N��JA�� _,C��IGU� �� I - Ah 1/2 = 1'-0 AE 1/2 = 1 -0 An lit' : I'-0' AT FOUhl A& 1/2 2 11-01 A6 PERMIT O ' S 891988 & 891989 9 OF 24 �. + 4 aavAAln vv- I I I I I I �i�til1 1 1111 1 1 111 1 1I1 11 ` 1 f M„r..Ry , 1 1 �'I1 111 11 ' 111 �l� it III i 1 I 1 i 11 ) ( � I I I , I III. ) � I I I .l I IIIIII1111111�1111111I11i111tlililili�i1i111i1i111f1 1111111�1i11111�1111i11 _ • i. ..r_.,.._. 2 _ —„.�.3 ..�—. 5 6 7 8 9 IIO _ I I 12 NOTE: THIS MICROFILMED __ _ DRAWING IS _ESS CLEAR THAN THIS NOTICE; IT IS DUE TO i' THE QUALITY OF THE ORIGINAL DRAWING. -- --- -- -- --- ” - OE 62 92 c? 62 G2 f z Cz 22 12 02 61 81 LI of II li►t EI 21 11 of d 9 L 9 S b E c" 11-""'" ✓'"l .111lIIllluulunlnn�1u1111)111►11111�J1111111111f1�Iu�Inlb llglnn�r+nlnu�lu11nI111111)fill{1►IlItlltlfill I111111111111111111111 11111111111111111111111 111111111 111111111 11111111111111111111111!1111111:;Il11 illuI�ll11Ii11111III�I11111111111f111W II111111JU111�11111111111lIIII�WlIIH FEBRUARY 08 19 92 '5TAW16AW06I.'..AM r 20 GA rLAAbHOD .. P.T11 PL^-T°L - -� uROJECT MGR. �S -- P1�� C.�+1�. T -- ---. .G 3' x 30 x 46' x F'L-A'�►H4� 4 � JOB CAPTAIN900F 15� •, / DOOR WIDTH tW - - -- -- _ F-iZMK CAW 1" A 46' ♦ x `' HEADED 6=6 CHECKED .a • 1'-0� OL. - - l. mu. IfF NJILT- UP �F �- ROOF SCUTTLE ____ OI+SET G INC •+ / - AeKGONG. SILL E�:~LOIU Z5 C5A. --- SYSTESYSTEMDRAWN_-__ v - � IAF' STRUGT'IJI� ` I'�Tl �l V � o - - ---- RAW,. F�JLL. LADDER-MOUNT 9' . �-- SHIMDATE 54=k= OF moi` r / FA6 Rb BY FROM WALL, 3i4'X2' — — — IER FLAT BAR RAILS - , ----� - f _ _-�+NCxLE � X 4 X � - ° r ---3/&'X3' BENT IE WITH I' W 1/4'X3' LAG BOLTS r o . ' i ;� -�- j ��% ft' ';, X 4 X Q RLI-ISIONS TO SOLID BLOCKC Cork:. SLAB UA/ TOT= t BOT W/ S,SUe::� _T a — — - -- Q THICKENED EDGE UIEDGE ANGLZI CONC. wA�� 'E IT io'S Q,AI AT 1 3/4' RUNG.�i ' • 2 C�7Nyr't�l�•i'IaN -0 stT' �0 -23.81 OAC. TYP. 3�CKFR ROD ' GONG, SLAB - -� ANcHoRs eY PF,A L`sRAVF_L. (UF' lI-OI i M DUMPER MANIF. ` GU�-L�. -- I .U/ I i , - -- �,IGIC?C V�,L(E K. I PU(`L.IIJ , eur•tPEt� A RSp'AGE E/ . (sVP OVER M R,c�F Df�AII..J %4% � E��';-IDi.,E`a a-O Qom- �� - ---- iC� Y-2.7 --------- ---- � f✓;, Dov lc -=_' _ . '�. RID DUILT-UP R000pm—� y►~ L PAC T Fi!JST e51oI•J Je�l►JT 3 �! FUTURE• T 7EWA44T FIW16H f=L.A�F-�IL► I Dc AR / PSA°SE 11�J(T �--- — LADDER RAIL L. x4xl4 w"�°�' �— �Mi :� Ip s � Tlc , , PACIFIC �'�'4 x 4' ��.,- Jd IL (N 1 11� 3 OCG, - - J Mou�Dlti& - ---� � TINA. _ CORPORATE O1- 1 A 6SMLYbill — �x�a� I II I�? •� PARA50LT , L��, -- > ►NDS CENTER !`I=TAL GUTTED: --- - P'All m a&C+a .3�a'X2'X3' IE -- . 51 DE S.W. P ACI Fi C r�..1 t,,ilNDow UNIT PARI<WAY - - CONC. SLAB -- PLYWD -lEA°THIfIG - -- � E- t--- TIGARD, OREGON IVB if I - -- CaL.U-LAM �• �' r RITC-H i rH.t�� E B YONA z n DO NSPOUT _ ---:I� MOULDING — I ^ - STUD MALL FICAMII•JG Grp W. :FUTI.�R� N DC,70K J N5 DV II II�L:QwU�I=E AL `"r'_ =' = `"" -�- (s�E �TK.UGTU}CA:�) �-r-r INSUL. -tYP op BI MILAPL AT 2 P f�R0M ,�� 4?"5 i ; _ -, 1 i k►,N�V--I HE•A C KID - UO EXPAf.15I0W .!'y; �-' Q I�ATCRPDI'a GRID ROOF HATCH GO�dG, "�- • F�1TlJRE P.�W�L Pj — MC J4 \,Swer-m PLYWOOD SHEATHING - INT .RIOR I BUILT UP ROOFING _ CHAMFER PANEL __ ___ ___ __ -- - ---- - -- - - DO NOT ATTACH BLOCKING �_ LADDER � GYP. BD. TO 3X6 SU3 PURL IN • DIM. POINT architects pc �- W l t -Dow by-5TEM � BASE FL ASH INC � I GAP _ ---- OGRID MIK 6Rll .< VEWEEF, 1'C 1P - 3 6 PLATE FIBER CANT = Y2;.I, • i "- ROD 4 SEALANT 123 NW SECOND AVENUE � _ 13.E ibC� NAILS �, `� . � •. p� — PORTLAND, OREGON 97209 T'U' 1�� 48 - ' — , —. PHONE: 503-228-6444 IE 1/4 xl�ix8+i2' AT 4'-0' LADDER 4 O.C. EA. SIDE WJ (2) a TT / • �.- r/4 ox3 l_AG - BLK�Cs HAS REO' � -'�� - CONC. PANEL gYjD A.�o SCREWS GYP. B — BY MANUF. D /� � ��.-�-N � ''✓`�K-K- � DONALD;D. STON o Q '— =.� E J� F _��. . - �. _:.._. -- - _ 15 7YF �QEL✓ J01�1T-51 Or F POR D, I'P, HAl.1D G,LFx5 �. 1 i Mu - I -o Nom, �,.:�.. :�., _,., G�L.nG.r=•� ,� 3�.�iI I -�, - OF 0 PL`,'WOr'D SHEATHING - TSP F'�.�-:T� R1D BUILT UP ROOFING DO NOT .Q' ;�GN - - Tf C2 S�.aP f'UrRu! 1 -" ROUND PIPE GYP. BD. TO t�-��5- , PURLIN SEF_ i"tEGN. � i, P�� ---STORM COLLAR INTERIOR _ ! EXTERIOR -WOOD PKA.ME W/k%LL GAP — FLASHING - ~� , r- 2 x 6 STUD wAL� � SOLDER ALL SEAMS ; --= 2 X 8 CJRB LOAD!NG DOCK BASE FLASHING ' I . IDETAILS FIBER CANT FUTURE + -- - - - ----- _ _ _ �' LINE OF LO:�DIN-- iOGK I'GAP � BUILT-UP ROOFING ; BR'u6C VENEER \.\ --EXT J�YWD 6H .,�'T+-�I� 3X3X3,8X 1' LONG NOTCH WALL + - - - W/(2) 1/2 IX&'LONG AROUND PURL IN -PLYWOOD SHT'G - - r C _ L/-> � SGREiI�a DC NOT ATTACH + GONG. PANEL PROJECT NO. 189156 _ ANGLES TO GYP. BD. � � l5E E STRUCTURAL) -. _-- _-- ^ / - 05p--TT SHEET A. O COL , C.. E 6TDFY j�E I I �!T 'IV ,��`^,L.. 'P S1t�'tII_AIC ,�`� I _,, T u100D FIRAM INCA TO 'ANE L C ONN. _ � G1'-U'' �� ►-C rr: F'�T�EC G�.I�I NG, ... - .r Gil Al 1'%' I -ru "� f'L.AN L-_J • A►-!'I'1p�'1�I'i'�'I�I'IF�'r'1�1'•'�1'IIID+III1�-1��1+I+I��+Iilri+1`I+I+��+I+I�I��+I+IIID+I+I�Itlllililililllllll+Illil:� III�M1Ii�+Iil;Iilililililil�Isli�ililiii'Iililflilil+li+ilililililil�liii � � � � _ NOTE: IF THIS MICROFILMED ►� -�' 1 2 3 4 -- 5 6 7 8 9 1 1 I 12 ` DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUF TO THF QUALITY OF' SHE ORIGINAL DRAWING. ---- -- _. ------ Oec 6Z 9z LZ 9? Sz fz Ez zz I? 0? 61 91 LI 91 !1 ►1 C,I 7.1 I I 01 -6 9 L 9 IS--_-�_-•-!i eI 2 1"ri'" i�1rIIn11�II11� ��I��I��IF��FI��ul��1{�u11�11rrinit�Inl��ll�hN��1H�Ft�1`klulnuillllhiu(111 +►rllluirin111II111I1I�U111n11111111u111++nIn1�11u111r1+I1u1111u�111L111111un111uhr1111utIr��111u111u111ntIIIn11111111wW1t1llllrltl�IttrLUlllLrl�nulllrl�lt1111nrr FEBRUARY 2 19 92 • r \ - GRID 1'i1 3' TOP / BOT \EACH ship PROJECT.MGR. '�S JOB CAPTAIN WS j3 CHECKED C + - 8 GA X 2'X3 MTL. ANGLE T /PANEL _ - _ ---- - VrB - v---- L PARAPET r / o �1RP.rJN LM1 WSB ROOF 5TRUCTUREpr ua rr --+ 0/231'89 3' TOP / 8pT EACH STW - GLU-LAM BM. W1 I' RETURN \ L _ _ -- METAL STUD SUPPORT ., FOR SOFFIT REVISIONS IP';Xb` X 0'-1 111%z' �/ �, A NEW SWEET FOR Wl (2) '%2'0 X b' l -'- --- ----- 5TUC � CONST. SET WELDED STUDS • `e " b'-20 GAOCC ING c jO�Zs' ) � _ ,„)�s` i = --- ____ 10/23/89 6 O.C. OR 1i1'0 X b' � STUDS Wily/8' v C j KWIK BOLTS • b' o.c.—� FLAWSE ® 24' O.C. - 3%' X 20 GA r _ STUDS Al 24' O.G. W/ • 10 _ , GYP. BD. FINISH % TEK SCREWS (SEE 2/Ab)-- AS SHOWN Ao e �- - - EXT GYP. SHEAT4NG ALUM ENTRY SYSTEM / 77 CONNECT ION TO STUDSPACTRUST 18 GA X CONT. BY WINDOW WALL TRACK TYP. --- y, SUPPLIER I -7 G AG j _ PACIFIC T/PAt4EL - - -- CORPORATE t067� TYP- SOFRT FRAWNG. � c CENTcR - -- - - -- - - - - - - - - - - - -- S.�"r. PACIFIC FRAMING • ENTRY - b 20 GA. METAL STUD PARKWAY FRAMING is 2'-0' O.G. (ICARD, OREGON (SEE 5TR ICTURAL) - a CONTINUE VERTICAL 'MULLIONS TO MTI , FRAMING -� (CONN. BY WINDC U WALL 1 _ SUPPLIER) BRIGK VENEER r -- 4' WIDE HORIZ. MUTTON. r _LEDGER ANGLE SPANDREL GLAZiNG l--EXPAN51ON JOINT u'-b' 2 FIN. FLR i -(o' 20 GA. METAL STUDS -�� - - - - - _ 2'-0' O.G. W/ PJTURE j' - - - - TENANT FINISH. 77, DEFLECTION HEAD -FLOOR 'TRUCTURE �--b' x 20GA. 'C' STUDS ' (SEE S•I RUCTURAL) • V-4' O.C. ;D ---__ WINDOW WALL CONN. oll% i BY `SUPPLIER � w -18 GA. x DONT. TOP TRACK (� .I• -- W/ .145'0 POWDERER DRIVEN R-11 BATT INSUL.� . \ ANCHORS • 1'-0' O.G. FUTURE TENANT architects pc I. FINISH EXT. GYP. SHEATHING W/ 15• BUILCING r ----INSULATED GLAZING PAPER OR MOISTURE BARRIER 123 NW SECOND AVENUE `` SYSTEM PORTLAND, OREGON 97209 PHONE: 5113-228-6444 2 TYP. DEF LECTOON HEAD WALL 3 SECTION A8 1' = 1'-0' • VENEER WALL A8 1/2' = 1'-0' ��g' 'D ARC y00,11). EO91STON n • /IIA 4./ �'�a� � � R OF p , r r ��-- b' x 20GA. 'C' STUDS ' • V-4' O.C. -- BRICK VENEER -- EXT. GYP. SHEATHING W/ 15• BUILDING ' PAPER OR MOI&TURF BARRIER DETAi! S — �--- FLASHING W/ PEA GRAVEL t WEEPS • 4'-m' O.C. MAX ----- --- -- - ---- -- BRICK. SEAT AT TURN DOWN 5.-AB 2A TI�`�1. 10MC. � SLAB _ PPC,TrT 110. 189156 -0 • VENEER WALL _ -_ - SHEET • �. .. ,r•... ,1e,. _... � .r._ ..__:_�.L'-- ..rArt.acr..4i:....�. y'I f , • ' ilk w. yyy :,. I+11,{+1+Ilt+I+'VII.I,+- +1+I••II, +II[IIIIIIIIi1�IIII�I-I(y rlilll11Y1, 1Ii ;iII.-.I.I�I+�+li,�,,-1.,1-1.:��..+�1,.1..1+hIr II!I7— i�lllllll�Ill'+III►III+I+ Mao +I+I+I+ +I+I+I+I+I+I+I+ +I_+I_.+ f11I+I NOTE: 1F THIS MICROFILMED �� —!--W- .2 35 6 7 _ _ 8 _ 8 I10 I I 12 DRAINING IS LESS CLEAR THAN THIS NOTICE, t.r 15 DUE TO I THE QUALITY t-+ THE ORIGINAL DRAWING, OE gZ 8Z a 9z ca1Z b2 EZ ZZ IZ OZ 61 QI LI 141 11 *1 EI ZI II 01 8 9 t 9 5 b E Z la�ri:w Willi 11111alloillill III oi {ut•Im��nlni+{InIIoIIlI+1i1)till{IIIfIu�l{Ir1111n1IlulIIUIIII!Ihl ilunlllullt1111111{IIlIIIIIIIll11IIlIIIIIIiIIiIIIIIIlI1/1111,111��U11I++1+I++IIIIIIIIInIII111IIlllIHI�llIIIIIiIlIIlhLflI111)IlllIIIIIIIII�IIIIH ;FEBRUARY' 2 $ 19 92 w w PROJECT MGH _ lOB CAPTAIN ;NECKED vtl.D GENERAL STRUCTURAL DOTES )HAWN jL-m ATS la 'am CODE REQUIREMENTS: CONFORM TO THE UNIFORM BUILDING COEL , 1988 EDITION, CONCRETE WALL REINFORCE G (UNLESS OTHERWISE NOTED) : 14--VISIONS TEMPORARY CONDITIONS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCIuRAL STABILITY DURING WALL THICKNESS HORIZONTAL _BARS VERTICAL BARS LOCATION I`.+ vf'V I'tl- CONSTRUCTION. TIE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGNED FOR STABIL I Y UND`r_R THE f'!J'L�INI//LrION FINAL CONFIGURATION ONLY. 6" 44 @ 16" O.C. #3 @ 12" O.C. @ CL OF WAL! iFAN A- e l�•8 J DESIGN LOADS: IN ADDITION TO THE DEAD LOADS, THE FOLLOWING LOADS AND AI_LOWABLES WERE USED 8" #4 @ 12" O.C. #4 @ 16" O.C. @ CL OF WALL FOR DESIGN, WITH LIVE LOADS REDUCED PER UBC: SEE DRAWING') OR P.C. PANEL REINFI)RCING Fn.0 1 L ROOF 25 PSF L . I_ . (SNOW DRIFT AS SHOWN ON PLANS) AT OPENINGS PROVI['_ A MINIMUM OF TWO #5 BARS 01EP, UNDER AND AT THE SIDES, OF THE OPENINGS. FLOOR.: EXTEND THESE BARS LAP DISTANCE OR A MINIMUM JF 24" FAST THE OPENING. PROVIDE ONE #5 FORI��l l�..li OFFICES 50 PSF L .L. + ?O PSF PARTITIONSSINGLE LAYER RFINFGRCING AND TWO #5 FOR DOUE! E LAYER REINFORCING, 4' -0" LONG, DIAGONAL!." AT f\I,'r : IJ- I_- Y� CORRIDORS, STAIRS 100 PSF L . L . EACH CORNER OF ALL OPENINGS. REFER TO TYPICAL DETAILS FOP DISPOSITION OF CORNER BARN AND ALLOWABLF SOIL BEARING PRESSURE 3000 PSE (PFR SOIL S�-E3 PQRT BY *NWT LABORATORIES* BARS IN SMALL WALL SECTIONS. DATED 90V-89)r, RETAINING WAITS 35 PCF (EQUIVALENT FLUID PRESSURE) STPII� TURAI STEEL : -TRUCTURAL STEEL SHALL BE ASTM A36 TUBES SHALL BE ASTM A5On GRADE B (Fy WIND 80 hiPH EXPOSURE B = 46 KSI) . PINE SHALL_ BE ASTM A501 OR ASTM A53, GRADE B. DESIGN., ' ABRICATION AND ERLCTION SHALL BE IN ACCORDANCE WITH THE "AISC SPECIFICATION FOR THE DESIGN, FABRICATION ANU Enr-,TION EARTHQUAKE DESIGN IS BASED UPON THE FOL'-OWING: OF STRUCTURAL STEEL FOR BUILDINGS" . BOLTS SHALL CONFORM TO THE ASTM SPECIFICATION FOR A325, Z PACTRUS � HIGH STkFNG111 BOLTS. WELDING SHALT_ CONFORM TO THE AWS CODES FOR ARC. I1ND GAS WELDING IN 0. 20, 1 1 .0, C = 2. 75, Rw ;l'0 BUILDING CONSTRUCTION. WELDS SHALL BE MADE USING E70XX ELECTRODES AND JHALL BE 3/16" MINIMUM UNLESS OTHERWISE NOTED. WELDING SHALL BE BY AWS CERTIFIED WELDERS. BASE SHEAR ;.,TEFL DF---V STEEL FLOOR DECK `;HALL BE A COMPCSITE TYPE WITH RIBS AT 12" G.C. , OF THE SIZE AND GALE C .4N ON ;HE PLANS. STEEL DECK SHALL CONFORM TO ASTM A446, GRADE A. L!IE GALVANIZED PACIFIC COATING SHA:' CONFORM 10 ASTM AE15, G60; G90 WHERE LEFT PERMANENTLY EXPOSED 10 WEATHER. [� BUILDING A 92 KIPS N S PHOSPHATIZE-D, 'AINTED DECK MAY BE USED IN LIEU OF GALVANIZE!! IF FIRE. RATIS UNCHANGED. CORPORATE 68 KIPS E-W BUILDING B 173 KIPS N- S MINIMUM DECK GAGES ARE SHOWN ON PIANS AND ARE BASED ON 3-SPAN, UNSHORED CONDITICNS, AND 150 KIPS E -W MINIMUM PRCIPERLIFS AS FOLLOWS: I CE�NVV� ITER SUBM?-11ALS_ SHOP DRAWINGS SHALL_ B'. SUBMITTED TO THE ARCHITECT PRIOR lO FABRICATION AND L–.( IN /FT) S (IN /FT) S. V1- rr'ACiFIC CONSiRU'CTION FOR ALL STRUCTURAL ITERS INCLUDING THE FOLLOWING: FLOOR DECK: PARKWAY CONCRETE MIX CESIGNS, CONCRETE AND MASONRY REINFORCEMENT, PRECAST MFMRERS, EMBEDDED STI-1 3"-20 GAGE 0.896 0.486 ITEMS, STRUCTURAL STFEL INCLUDING MILL TEST REPORTS, STEEL DECK AND GLUED LAMINATED MEMBFiI! TIGARD, UREGUPI FLOOR DECK WELLING SHALL BE AS FOLLOWS- IF DIES: SHOP DRAWINGS DIFFER FROM OR ADD TO THE DESIGN OF T!iE STRUCTURAL DRAWINGS, THEY SHAT 1/2" DIAMETER PJODLE WELDS AT 12" O.C. AT TRANSVERSE AND PERIMETER SUPPORTS BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER, REGISTERED IN THE STATE 0'= OREGON 1/2" DIAMETER PIDDLE WELD,; AT 16" O.C. AT '-ONGITUDINAL SU^PORTS ANY CHANGE`_, TO THE STRUCTURAL DRAWINGS ARE SUBJECT TO REVIFW AND ACCEPTANCE OF THE ARCH ITFC I BUTTON PUNCH OR 1-1112" TO1 OR SIDE SEAM WELL AT 36" O.C . AT SIDE SAP CONNECTIONS SAWN LUMBER: SAWN LLIIMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTION BUREAU OR WESTERN W'►OD DESIGN DRAWINGS, SHOP DRAWINGS, AND CALCULATIONS FOR THE DESIGN AND FABRICATION OF !TEMS THAI PI%ODUCTS ASSOCIATION GRADING RULES. LUMBER SHALL BE THE SPECIES AND GRADE NOTED BELOW: ARE DESIGNED BY OTHERS, SUCH AS: PRECAST PANELS, STAIRS, AND WINDOW WALL., SHA! L 3EAR 1H SEAL AND SIGNATURE OF A STRUCTURAL L-N(.•INEER, REGISTERED IN TME STATE OF OREGON, AND SHALI BE SUBMITTED TO THE ARCPITECT PRIOR TO FABRICATION. U_EFb(PSI ) GRADE (SINGLE USES INSPECTION: SPECIAL INSPECTION, BY AN APPROVED SPECIAL INSPECTOR, SMALL BC PERFORMED FOR SOILS COMPACTION, CONCRETE ANDREINFORCINGPLACEMENT, PRECAST CONCRETE PLACEMENT, STLE, 2r X 4" JOISTS DOUGLAS FIR-LARCH DENSE NO. 1 2C FABRICATION AND ERECTION, EXPANSION ANCHOR PLACEMENT, HIGH STRENGTH BOL_TINIG, W,.LDING, AND 2" X 6" „f?15TS DOUGLAS FIR-LARCH NO. 2 1250 CURTAINWALL INSTALLATION. ALL SOIL--BEARING SURFACES SHALL FE INSPECTED BY THE SOILS ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL. JOISTS,,_PLANKING, BLOU NG, CONCRETE: CONCRETE WORK SHALL CONFORM TO CHAP'iER 26 OF THE UNIFORM BUILDING CODE. CUNCRFTI AND WALLSTUDS STRENGTHS SHALL BE VERIFIED BY STANDARD 28-DAY CYLINDER, TESTS AND SHALL BE AS FOLLOWS-. 2" TO -4" THICK, 5" AND WIDER DOUGLAS FIR-LARCH NO. 2 1250 WALL PLATES & NAII_ERS 2" TO 4" THICK, 4" WIDE DOUGLAS FIR-LARCH SNO 800 f c_L_PSL�. USE 2" TO 4" THICK, 5" AND 'AIDER DOUGLAS FIR -LARCH NO 2 1250 3000 ALl_ USES UNLESS NOTED 3000 PRECAST CONCRETE SMS STRINGERS DOUGLAS FIR-LARCH NO. 1 1300 amrm FRAMING ACCESSORIES AIND STRUC iURAL FASTENERS SHALL BE M1NUFACTURED BY SIMPSON COMPA`IY (OR APPROVED EQUAL) AND OF THE SIZE AND TYPE SHOWN ON THE DRI,WINGS. HANGERS NOT SHOWNSHALL BF THE CCNTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS TWO WEEKS PRIOR TO PLACING CONCRETE. THE SIMPSON HU OF SIZE RECOMMENDED FOR MEMBER. ALL OTHFR FRAMING NAILS SHALL. BE COMMON NAILS AND MIX DESIGN SHALL CONFORM TO UBC SECTION 2604. SHALL BE OF THE SIZE AND NUMBER INDICATED ON THF DRAWINGS. NAILING NOT SHOWN SHALI_ BE AS INDICATED ON UBC TABLE .'5-Q. SECOND AVENUE AND OREGON 97209 WATI_R-REDUCING ADMIXTURE CONFORMING TO UBC STANDARD NO. 26-9, USED IN STRICT ACCORDAN0 LYWOOD: PLYWOOD PANELS SHALL CONFORM 1-O THE REQUIREMENTS OF "U. S. PRODUCT OTANDARD PS 1 503229 �net WITH THE MANUFACTURERS' RECOMMENDATIONS, SHALL BE INCORPORATED IN CONCRETE RESIGN MIXES. FOR CONSTRUCTION AND INDUSTRIAL °''(HOOD" . UNLESS NOTF", PANELS SHALLBE APA RA)Eo SHEATHING, AN AIR ENTRAINING AGENT, CONFORMING TO THE UBC STANDARD NO. 26-9, SHALL BE USED IN CONCRET, EXPOSURE 1, OF THE THICKNESS AND SPAN RATING SHOWN ON THE DRAWINGS. MIXES FOR EXTERIOR HORIZONTAL SURFACES EXPOSED TO WEATHER. THE AMOUNT OF ENTRAINED AIR SH;,L_I BE 5% ± 1% BY VOLUME . WAFER BOARD CONFORMING TO UBC STANDARD 25-25 GRADE 2-MW MAY E _ SUBSTITUTFD FOR PLYWOOD REINFORCING STEFL: RI. INFORCING STEEL- SHALL BE IN ACCORDANCE WITH ASTM A615, INCLUDING S1 , PROVIDED IT HAS AN EQUAL SPAN RATING. GRADE 60, FOR DEFJF•MED BARS AND ASTM A185 FOR SMOOTH WELDED WIRE FE,BRIC (WWF) , UNLESS GLUED LAMINATED MEMBERS_ CLUED LAMINATED MEMBERS SHALL BE FABRICATED IN COOFORMANCE WITH OTHERWISE NOTED. REINFORCING STEEL_ SHALL BE SECURELY TIED IN PLACE WITH #16 DOUBLE ANNEALED U.S. PRODUCT STANDARD PS 56, "STRUCTURAL GLUED LAMINATED EIMBER" AND AMERICAN INSTITUTE OF IRON WIRE. TIMBER CONSTRUCTION AITC 117. EACH MEMBER SHALL BEAR AN ATTC IDENTIFICATION MARK AND BE ACCaiPANILC BY AN AITC CERTIFICATE OF CONFORMANCE. ONE COAT OF END SEALER SHALL BE APPLIED IMMEDIATELY AFTER TRIMMING IN EITHER SHOP OR FIELD. BEAMS SHAL'_ BE VISUALLY GRADE'` WESTERN kpif BARS IN BEAMS AND SLABS SI!ALI_ BE SUPPORTED ON WELL-CURED CONCRETE BLOCKS OR APPRGVE:D METAI SPECIES INDUSTRIAL GRADE, AND OF THE STRENGTH TNDICATE11 BELOW: CHAIRS AS SPECIFIED BY THE rRSI MANUAL OF STANDARD PRACTICE, MSP-1 . REINFORCING STEEL. SHAII consulting engineers BE DETAILED IN ACCORDANCE WISH THE ' ACI MANUAL OF STANDARD PRACTICE FOR DETAILING RFINFORCED COMBINATION prBgpn CONCRETE STRUCTURES, " ACI 315. SHOP DRAWINGS ARE TO INCLUDE ELEVATIONS OF Ai_L BEAMS AND DEPTH SYMBOL SPECIESUSF COLUMNS SHOWING BARLOCATIONS. LAP ALL REINFORCING BARS AT SPLICES 36 DIAMETERS,, WITH A _— ■�� MINIMUM LAP OF 18" , EXCEPT AS NOTED. LESS THAN 16" 20F - V3 DF/DF (SIMPLE SPAN) LESS THAN 16" 20F - V7 DF/DF (CONTINUOUS OR CANTILEVER) N GREATER THAN 16" 24F - V4 DF/DF (SIMPLE SPAN) REINFORCING STEEL SHALL HAVE PROTECTION AS FOLLOWS: GREATER -THAN 16" 24F - V8 UC/DF (CONTINUOUS OR CANTILEVER) +� USE COVER GLULAM HANGERS NOT SHOWN SHALL BE SIMPSON EG. SLAB BARS 1.r WALT_ BARS: INTERIOR FACES 3/4" ADHESIVE SHALL BE WET USE EXIERIUR WATERPROOF GLUE, EXPOSED TO EARTH OR WEATHER 1 -1/2" (#5 AND SMALLER) �. 2" (.#6 AND LARGER) FOOTING BARS GENERAL STRUCTURAL NOTES PROJECT NO I h a HES m z s n FERMI : ' < e9-' yg8 & 891989 2 ,r. 24 3 - — Ul'Yril]hl OF ( 1' 1 Ili` t11 t;t t'll 111 Ill r/lt Olt III ,;I 111 111 1[1 Ili 1 1 Jill I I ~I 1 1 ! 1 1 1 1 III 1 1 1 I1>1 1 1 1 1 1 III)l 1 1 1 111 111 1 1 OII 111 1 1.1111111111t 1 1 Jill 111 1 1 111 I tlip .°► I ( I I• I I I ► Ij � ' tL � Il1i ' I i ' I ' i lL � � Ilr ) � � ' Ilillle I � ' ' � ' I ' � � ' � � N_ NOTE: IF THIS MICROFILMED 2 3 4 5 6 _7 8 9 10 _11 1 _ URMiING IS LESS CLEAR THAN 4 THIS NOTICE, IT IS DUE TO - TIf QUALITY OF TEF_ ORIGINAL DRAWING. _��__.__ -- ---- ---- - ---- — OE 62 82 Li' 92 92 tiZ 1 E2 22 12 OZ Fit 131 'tI 91 21 bl E; 21 II GI 6 2 L 9 5b� E 2 1"r"" ,� �' r�IIIlI11�1111�III1�un�0111111It�I111�In1Ill11�lIII�Ifq�Itt pili llf�Htt�Il�Itttl►111ltllt (�Ililhlfllll!IIIt11i1111I111ill it11111111 1Ill IIll 1111111mil1111�I111�111IJ1111�1111�1111�11/111111)1WUIIIIIlt�111111'll�lllt�llll�)WINONIIlIIIII�IIII�IIll�llllllll1�1111�1W�IIH FEBRUARY 2 1992 8 ___ "WNW +rl F'NOJE�C"f MCR ;•�A JUB CAPTAIN CHECrKEU %�;.ti DIIAVVP,j ,I DATE - '� 14 Iii, 14o ►-7 d 40 4f -/' /JCI•eV �GI'�,i �L�I-�ii oop (► !/- ��, 11� REVISIONS ' Il�SUPIp FOK r I'GUNjVArION -Ei" r'1�.E1�I T: I G•5 �' r ' r I 8 6 o �p �1r4 �7t� OP ,'lo �� r (_� I PA CTRUGT - a - -j �_ -- PACIFIC �� , ; CORPORATE CENTER S.W. PACIFIC f PARKWAY TIGAR G, OREGON r[l 1 ?j Ici- J LLJJ LJ LJ L � L LJ_ LJ – - r7 - - ---- �i - - I h �� ON �nl�l I "►I` �) �►�=Ali; I t 1=�1, i '' _ N M OA 01 12 IL Q 0 til I L , Ll I JL - - —- --- - - -- -_ - - - ----- -- - - - - — r OF LL � �/ _' I fi=r►% �. �; _� -r-(P r�� !� % ' IrJT��1orz®� (I I i �ISI �I�� LI�IM�i �UIN•� ) (� I I/vl i `J I I architects DC _ - - - - - F — Ii / - — - 162v2�, o�', 123 NSECOND AVENUE A W I PORTLAND OREGON 97209 Ufy - - --- - - - - - PHONE 503-228.6444 ' I✓ -�- - Off consulting engineers BUILDING A FOUNDATION PLAN �"ter �� '�-�%�a �' ►�w 1 !�i� _ i G, 2•L xx.xx' ) INVI�`� �l�,ll�7•iUtil v IXC�•"'��r,,l crr- � FSI��//`T•►lJl�l = i(��,Ury I ,� � �', �1�1'1�= FG�'��T�►�IGj ON ��l,. c�LU M N<,. "2� -tP S U I L D IN G A P G. ��NE►h , - FOUNDATION PLAN 0 PROJECT NO. j$q)e�(o a _ SHEET MIT # ' " 891988 & 891989 2.4 Copyright OF .•r"" 'i � I I I � I I I � I I�i�i�11111�1111111i1i1s!111�111�IIr�til111�I1�1!1��rl�lll�I�ilililtl11�!il�l�lllllllill!illiili!�Ir�ili!ili��I�I�I�III�I�IiI��I�I�I�irlilrl��lil�i�I�l�l�l��l�l�il :_ 1 r . . , FM - _•. • , _ ' NOTE: IF THIS MICROFILMED I 2 3 4 - 5 — _ ? 6 9 — I b- I I- -----.?4 ✓ DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE -QUALITY OF THE ORIGINAL DRAWING. ---- .------- - ------ — -- '° ' ^ OE 62 9Z LZ 9Z SZ IPZ Ez 22 I� Ou 61 81 L 1 91 9{r �� E I 21 11 QI -6 9 L 9-- S b E z �'"'•'" - �'''' °��"'-- �nl�nnli111111u1�ni�inilmih�iilln�nllulr�lntl�m�tm#an��u�luu��nill��l�1u111nIr11r�t)n114urtloi�111n111nl�unllu1111n11u1 n111nI��luirrll�Inllllu�Il;dIm�IInIII,I�Imlrlul�rlulll11�nnlun�rmllul�nuhw�"lul)uullllr�Wl�ltu�llulnl�lWbm FEBRUARY 28 19 9 .2 I'HOJECT MGR (r'� 1 �i 7 , (3� i� �} / ' V JOB CAPTAIN CHECKED /� �jI /��j "/ �- .� 1 (� 1 4 1� 2`"' I'L •�' I'� �1% I li' I)HAWN - - - _ _ I�A r E IG Q, 'A I _ J --- - - 1 - - - - - - I ---- - i � - �� -a. -J REVISI(UNS r/I � ► �.. i� , , `� !�-`QUI r V �O�. �; v Irv— J, ( r r-1 IT , �Ose89 f� - -� _ i PAC 1 RUST T@ `PACT EIC. �vINTg �� r , �, �►�� I'� '^I'� '`'�� l �0' " � a CORPORATE _ , ,� CENTER S.W. PACIFIC �/ (�/ V \(�// n \ /(� �/j ' / j /� -� J I_ f� t�r,�}, fir, L� �'/ - ' ��I / '(T E' L� \ ` �r ICI z ''�' � ') (�(I %��%' - t t l� i o TIGARD, OREMI leg�` \�� 'I•I�'�(U .1/ ) 1 or L7 IA i. , F � �I/�7 . 1 ) ✓, (�C►IoL7� ) h»t 19 of L I V\ - - - - - - - - — - — AW— Tnti 60 r Q61 ,� BUILDING B FOUNDATION PLAN �' K r t ' 147 � 7C� i ,, architects � riINC:a. L-01 /171 c\Z D � .(XXX Xx' I IN.IA;;,�T�h F I� SIA?ION W1'`T' JA ^ - - - - - J r --------- ,4)3 NW SECOND AVENUE I _o PORTLAND. 97209 ONE 503-228-6444r 'AV 3 1 '02' � I VI�.r..%TI�U Gt✓ y 7J N 0/ J±j O� r`�JTI N I x1 INDI -re -2 �> fJ� O� �i. � %' � PI- ( HI;:/V»v t77.uv� � �� v 5:�'qf'7-WL .._ .. _ �� I :.. I o kpff _y' 6Lo,, I T>1�k2 ?'i-7 Ll� consulting enginears V �1 x) I I�l �� riar� C%i'' M r—\ Porr!ana Oregon V l ��I r,r -5o') rev NnN I - SIU BUILDING B ' �, 4 . / ��% —� FOUNDATION PLAN Z & BUILDING B i �' II / S�-CO- - -- ND FLOOR. X I� �L. 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SZ tiZ ERZ Z1Z IZ OZ 61 ®1 [1 91 SI t•I EI ZI II 01 6 9 1 9 S r E '-.--IZ- . ` �t1111111�1N11NHI11111111111N11♦111111111,IIN11{111�N{i�INrlsnl�.::.�:; �/,tttYt11t141111N11111111u�N11111u!L�I�tuin1Y1111111n11u1111�111u11u1!IuT111n111niultlull�u111uu��#illluthlll�IWjUulul111ulluuluu�uul tllltt111111111111111hu1 . FEBRUARY 28 19 92 Y PROJECT MGR f`•, JOB CAPTAIN— _ I CHECKED , DRAWN I'L `C�I' I� -ly � -/�' ' �j -f✓' III ,. . -� � �G` , • i � ' / ,Y / G v� � �1 �`�'✓� L ��` G '(`' I'G-(Q i .rte. Ht ;IONS r r f'aI/)til✓nom C%tv F�1�1IT• �-S•6`1 ISS'1�D FOK 1 r 1 ' l�d::•A1'I�r� oI= 5G�-'t'F.►•1 7 .�lo TYP I I 17 (.e I?. '�7 ' 1 17. 0' 1 17. ?;V ' 11 7. 7� I I �. I 1 ' (,� � l � >> 11�. 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P/,C I F - � kFMi PARKWAY IZIr� I,,I NI� f . . . . . . •\� Y ' f�.�r1M Y I - _ TIGARD, OREGON -> :37'A . k\ `� I �. %C4- /r •�• V , .V Ip I — i✓ + �AR/, 117. 1 -I 17, i _7 , 117'%-7`5 117 41 A 7 44�— 1171 I�7 60 25 - �' 12 -�;• I� -Cv IZ -� BUILDING B LOWER ROOF FRAMING PLAN H o J' x architects P( vi� OD �� cv 12J NW SECOND AVENUE / + �\ &I - / I PHONE 503-228-6444 FGON 97200 N�rL I,INI .r. 1- I�wr-�-1-- fir I=1=/�MIN,a nrJ� - T I•��K/\✓f. .� R PN ( , <'x > INVI IG/�MIJ�I_ G1' lali �i1M OFA _�' -�N ��# ,��► �Af�1=�G/�T"F;- GANT"II.E �l':►= ��..1�T C INGH�S ). \� v O1 �ij S •�N �I(=�..C-TlWOGV �N��tiT► INra Fr - ��; - - 4 13` -- 1 ---- * kpff � PC--- I L, 4 3 /\ _v� \- T/rAjeA N r.7• \ consulting engineers �. \ � ' � nMllgnd prwQon moi' O I�l171C,/\1'�� P�t�IL T`rP�• `5 BHT -5 �r ✓ 13 .0 — ---- FGF- ►i� 1 I�I� w.l,.l:-y�-("I U N•a � � t-, � � !� � �� - ( � ��o k-1G�.�- ! o- 1-•7 :1 IN171Cirt MFS' N 1.1NIT Z4'; `� - Y �E� GIT � s �� C-� (�� - "U N I1� zo!11 G, `� c� �, , �� • 7• i�l/N�'�GT��P- T� Y�KI F ( M�►'1 UNI'' r, 'h � � � ) �` _ .� �_ .� �1 ��A"'I✓IJ'i w/ 1` NGaINF-1,v_ 1 ►= I %iL -rC� �l.+�Ll%rel- N , _ I \ s : 'J �C ♦ aril �. 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''N i Wit- ��' .*; :f I i fi,k I I,. ;� U 0( _ Ili t REVISIONS � � �•' �+ : ' � � _ - =i '� �. r'F.�=MIT: �1-17-�;� F- r-705, -r,' If l J�I Nr ' 0�1 '` _ - %'1. Jl l r l--� % f` r; c: 12'•to o. f-� YvA r _ �---�, b `'� I ', a�; r, s� U I'•U" I r� '� PAcTRUS' r ALTS �N/' o F � -.� ,• � _-_.-gyp.-- �,� �',_, vi U � v/ � ' i " � Iii v Gril rf'`.ol� �oi�.1�` �� GG•r I�Tn►�I�F.. ��a ��Hii-l:l„ r- - = % �, TI /5-1)�I - � �� I -� �, - � Ago PACIFIC CORPORATE CENTER S.W. PACIFIC PARKWAY ' TIGARD, OREGON 991 MIN fir,I N� � G I.•:'i I�I �.- #��, ,� .�. � VYI Nf,�w YVI�I.-�. __ I ' _. 'S1�II' Com. I!' �•� --�_. �>r�.. 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SEAM �iPAGGf�Su'}'O h �"�'" PACIFIC r CORPORATE �_f`( F E20DF FFZAM I NU "(O 2ND Of R 51.Af I'( P WAL !. f= RP.M I NG AT 5PANbREI, 5h1. n 'EYP. �FGTIO►J C� KICK-�� TYP 904::21� NATGN 4: MQQ6 MING CENTER 3/sll : ll-pu Ln 4RID `f 41 ' I -O S.W. PACIFIC t;H)r�p�LGe.. 'U �o PARKWAY O LaR�D III tOP OP PMItiL ft ` x x �I TIGARD, OREGON CM�fl7 �} ~ 4 •fibv 4 XU -III W-(AAAI 1 xG" �N10ED ��11 V".: HF�PF-v �iTUDq k�. zl \ W/(Z) I� x G"ao t (2) V2 5" pu , = —O Pr,, FAN r� ei G"e,c (T fP) 2l4fLL ANCHOK'S (di d 4 OF PANf,I r 51 H ©LTO PANr,•L CONN 01 NN ® G bLC , �, G1PIp C01iUMN e I� Ai °x t" xO=B°\ I HAUNCH Mk� j I �u ?� cam N SINIL V-ji CGI" t5e_illa / CT rn) 7 '7411 x I'- � ri q x 0 x5" /a Nom• HPAPW TLA La b"ae, ! wwvlpt- EM14Ev OP �7 CONN. @i ?GP $ �\ -�<jlvxU - PPOyIOFi �;chneas oc p = B+Ot of PANT-a• ?h, 40,f' Ft G T�83 <6 �� C/i f"JLOC7 "Q�" 23 NW SECOND AVENUE L PORTLAND.OREGON 97209 _11r-1 I r-1 _TO PHONE 503-228-6444 'r'(1P P��N�L- To PSN CONN TIOI.J 'FYI? 'r5 GOI.U� �N ''O I'c. P�N�I� F;A" . -n e, 2., � � � UNC D- -\J6 KNEE ISRALt Q 9A PURUN K II ZK4 5T•UP FKAMIN(a EA, S!OE k ff O'-7211 10 2x8 STUD5E1(a"OG. �" $LOGKILICI ZxbEllo°OL. \�\� PUKLIN - ` ---- --------- --- O� i 7i%2" W/ CLJ v.+11000 � � 5IMPSOM L70CL UJGtO (3) 2Ag 5TUvS BEYOND _ q ZX5 (A 10 < K LONT. W/(5) x 511"IF50N A350 ktHeX, ►/ p► ,N X 6 Noel NAILS & EA PURLINS y2L e, 24 OL. MAI L10 601 OF 4�DYfi 1 11 I II " pIXWOOp 6L. @ TOP OF CON.!t V (Z) It /A x /L A, 0%L SHEATNIN61 2x8 (3)2K9 W/(2) VW'IP & 5" L46 MISC. NEADEk SLRF_W5Cs I(a" OL IzA (2)!eA 11/2" ti0%Z"W/ II Q SIDE (2) '�8 '4vA5 LAU 8 DETAIL �I SLRtW� @ I(o"OG EA SIDE 2x E+ 6""T 2Av STUD5G� 1(," OG. 4" 74121x0! 8 � f — F.P. . 5117(�i OF GOIi, 5VE ARCH. FOR WALL 06ATIOM5 PROJECT NO. Ib°I10G b ,Nt� // v SHEET Vol, �TYP WALL rRAMINb (p &TYF�' HEADERia TY-P EXTFRIOK WALL TO nTYP. EXTERIOR STUD Weal, ,. sio GO�UMI.I LUAO ► NG DOCK OVEPNHeAP 12/ RonF �T �l l�'LIKE _ u1i � TO l,_l_1 - 1_AM 6F,AM �sr- II, II D" � I/8" I'-J" 10 �,4"- I' (/" I I 3/4•' I' O" I OF I - / y •- 111h 1111111 Illllll 1111 111111 III�'HI 111!111 IITIt�I )1111 il'11111 111111111111 11 X111111111 f11 111;11111111111 1111111 1111111 111111111111f 11 1111f1111111111 ,111;IIIN 11111 1 ' I I I y i I I 1 I I �, I � 1 I I �i I .s..�..a�.�---,°• NOTE; IF THIS MICROFILMED �� - 1 2 t 3 4 5 —_ 8 7 B 8 10 11 12 `. DRAMING IS LESS CLEAR THAN THIS NOTICir"R IS D11E TO PC-QQALITY OF TE ORIGINAL SIN'' AE Be Be 12 92 S2 ►2 E,2 • 22 12 (121111, QI 41 91 51 Ill EI 21 11 01 6 6 [ D S ► E 2 J124X �tl111111I1111111111111111,111„NIIIIIIIII�IIIIIMIIIIN1i1T61M1�M7�111�1I11111H111111H!lmwn,w,��duuha1611duRImd1111�nuIIw6611mdmduulBlJnulBldnuhndlu!IlwlwdHld1111LudnuLulhwlN�u6!IwIW!!uu6mhuBlw!nu r+ Rurlft� 28 1992 _ r' 1 � V I F� I u Js uj z r S cci Z LL ZI I _j d . i I i I i I , I ju t I �JJ tEp — (� J ^r I W pC I -- -• � i r---'1 = cc I - 1 - - - - - - - - - - - -�—,�-- 3 oe Ld �_ 1 Ju C0'` 1 Q 1 L1 < Y , cn cn LLJ r I J Q i - !� 40 w r--- — _�• f � of � ^� 3 16 Lo _ x t LL _ 11 1 t w � i a ! j j v 1 w V� Z � qu , 46 Lu d :n Q �1 Mi ► z i • x. n ! cr. 0.1 1 au rn c, . tT tV ! 0.1 CV I # I Ff al .MIT Ivy 891995 & a91989 a. womaw y _ .. + _ _ • , ( I it'll 1 1 1 1 1 1 I I ` I I .., .. '""�' 1. 1 1 i 1 1 111 111 111 11 .:yam�: _ 11�I111 111 111 1111111171111111,11111111 1 I I f I I I 11 I i,�ll►IIII�IIIIIII�IIIIt) llf VIII I,IIIIIIIIIII1111 ( I I I I�IIII1111111 j11111I1I1111111�1111111I1�11111 NOTE: iF THIS MICROFILMED 4 I ? 3 .-,�..-..-4 r---5 - --- 6 7 8 e Io ll 12 DRAWING IS LESS CLEAR THAN - ......... �• THIS NOTICE, IT IS OLK' TO TW QUALITY OF THE ORIGINP'_ 7p I' :.4ING. 0 Z ZZ IZ Oc 61 91 LI 91 SI I 01 6 9 L 9 S 4 E Z 1 ' �rll�tlnluu1�11111u1�1u111m�1u111111U1nIu11�itN�11a�111d1fa�t1Nil 1111.1nllln1IfII 111111d lIII IIIIII►III(1i 24 _ FEBRUARY 28 1992 � �► . ... LECzEND ow Hwulz ZONE AREA HTG SEN CL '1"OT CL H!$lI� CFM G!M SIZE - — CDS - -- CDS CONDENSER SUPPLY WATER P'RY MAV v� _=--- - -- - STUB BTUH BTui: `--- - -- __ -- CDR - - CDR CONCENSER RETURN WATER MAV _.._ ---- ------ - ____ -- 1 N 401 16030 --11337 L4124 �1.5 725 -- --4 T - 19 - CD - - CD CONDENSATE DRAIN - -. M�:► NE --- 624 Zb42� - 21951 22841 2-5 1175 - 6 -- --30 ,\ MAV T s 1 ---- _ -- _ _.. F- 3 IE 4x90 _33158 20733 21471 2.S � -1175 6 30 - - - - C W COLD WA TE R 1-1/4' SE__^ 624 26425 - 25272 _ 16167 2.5 _-1175 - 6 -- - 10 I I I - -- --T- --� PCW PROCESS COLD WA rER 408 11775 13378 135'10 1.5 725 4 19 W INT_ 1440 6550 17� 19038 2.5 1175 - 6 30 G r, NATURAL GAS (LOW PRESSURE) -- BOILER 1-1/4' GIRO -- - -- - —__ _--_-- - ----- c !Ib GPMJ I C�__O$ED 7A INT 6360 28428 753214 83935 3 1500 6 36 -- -- -- �1LER F SIP CIRCUIT -- 7BINT - --- _ _ --- _--3 m ___-- 6 ----_ _ GV GATE VALVE l4� GPM,fa � 4- �s24LEF ( 4)� ..� .� � 7C INT - - 3 1300 6 1-1/4' SUBTOT 10344 149291 184788 203486 22 101630 SO "'-"'� ---"- 6 ' BALL VALVE. 275 _ 9643 -- 7231 7827 --._.._330 --- 3 - 13 ;Kv CHECK VALVE ROOF: Qv ( - - -_-,- 9 NE- _ 562 _Zily3 19381 20410 -- 2,S 1075 6 - '4f - -- - BAL BALANCING FlTTING 10A E_ - 130 14750 17288 - 17683 -- 2 ---780 --_`5 24 - - FCV FLOW CONTROL VALVE 14' BLEED LINE I SECOND FLOOR 108 E 195 5810 6810 6966 1 333 3 13 4' --.- lOC E - 328 �1341N 15717 - 16075 -- 2 - ,780 -� S -- 24 PRV PRESSURE REDUCING VALVE 11?21/2'- 2-1/Z' 12 SE - -512 --- .- 25231 `Z6433 -_ 3 -1390 6 36 ;.i3 11084 14075 - 14659 1.5 673 4— 1 I I 3' rMA V 0!1 13 W 490 12330 16SW 17695 2 780 5 24 � � — — —. ._. 4 - - --- - - -. - -- - RV PRESSURE RELIEF VALVE - --- ..T I 3' ` y �D VI I 1 INT 1440 11441 22bf4 24209 _- 2.S -- 1075 _- 6 — 3p If 1 15 INT 16K1 13030 25868 28760 3 1390 6 __ 36 I) 1- /21 ( MAV -- —3_- —__ -- 1-1/4 -- - -- _ _ -__-- -- _ _-- DV DV HOSE END DRAIN VALVE 16 LN7' - 320 9268 7587 _9262 1 330 _ 3 13 MAV I 171NT _ 134(. - _ 103.;1 - 20966 -_ 23240 23 10'75 - -6 _ -' --- MAV MANUAL AIR ANT C l) I I► > Z-1/2' 18 INT - 1520 - IwLtk - 23531 - 25848 -_- 3 - 13% -_ 6 , - % I 19A W~ 484 �1�,�� 18900 - 20790 2.� -_1075 -- - -30 - ---i I E-- UNION, FLANGE i I 11DRv - COLD WATER _ -$ �' _ - MAKEUP --- 190 w 220 _ 5625 - 12300 15000 1.S 670 4 - 19 1_I/y+ TL _ .� r. .J ii w i 475 10932 18100 189H3 2.5 1075 30 r - - ,7�---J Q� REDUCED PRESSURE , -- -- - - - - F I--I L 4 BACKFLOW VENTER 1-1/'4 SUBTOT 10468 201087 273054 294342 33.3 14215 80 PRESSDRE GAGE WITH GAGE COCK TYPICAL [5RANGN TAPS -114, 4- 1Dv4 I" IF6, MINIMUM EVERY 26 FT. NG -' --- --- -EQUIhMENI' 21 S - - 4081 15613 18894 - 19484 2.S u 1075 6 3C LL fH ER;AOMcTER _ri I I ��Iflo---I l- I 1 ,� n sw -- - _ 624� 3057 _32328 - 33235 4 1740 a 52 P-IA Dv I POT 23 w 480 36029 26718 27417 3S 1390 43 T I►-� \ FEEDER --- _ _ - _ -_ ,}�- - 24 NW- 624 30157 29487 - 30392 - 3.5 - 1390 - 7 4 25 A- 408 17073 12641 13225 - 1.3 670 4 19 PTT PRESSURE TEMPERATURE TAP Dv F?-IB Dy FIRST FLOOR _ --_ _- _-_ -- - -- - b INT 1440 15161 _247!47 2_6785 3 1390 61 36 -- - --- -- -- P CIRC PUMP 27A INT ` 6360 66961 109579 118 - 4 1740 8 52 SiILDI G T4EA �� LOOP ID I AGfRX� MINT - - -- - - -- - 4 - 1740 - 8 - 52 8 BOILER 27C P7 _ 4 1740 8 -52 28A`` - 1824 -- ---- -- ---- ---3 ._-_1390 __.___6 - 36 - - ---- - - --- EF EXHAUST FAN 29A 5 1824 860'1- 43253 4 31187 3 _13% 6 36 29B S-- -- - - ---3 _- 1390 - -- 6 -- 36 HP HEAT PUMP V N - 1200_ 32175 _ 31440 _33143 _ 4 1740 8 -_52 31 N - 1200 32175 28388 30086 _ 3.5 1390 - 7 43 QT ROOM THERMOSTAT SUBTOTAL 16392 36:'007 410111 433121 49.5 21365 101 _ CCC CLOSc7 CIRCUIT COOLER BL;JG.TO'l`AL 37224 7123851 8n4531 9309491 105 464301 231 SEISMIC !'RACING -�►`� -- SUSPEND AS REQLIRED FROM OSA DUCT STRUCTURE VIBRATION ISOLAATERS HE i — FILTER RACK --Coe\;p N�ATG o\/ERFL.DVJ CONDENSATE DRAIN SAFETY LOCKOUT �4E AT i=IJ1*w'1f' 1N5T.4L L AT 1 ON NO SCALE FLOW CONTROL vAL vE I r---��-� RETURN - ---- 4---0 SUf'PL7 STEEL 15RAID Dv BALI- VAL VE3 COvER£D TYPICAL FLEXIBLE NOSES TSP I GAS. �4E AT ''1,11`A'I ' DONNED T I ON NO SCALE: PRO ORF F . ��.��•?ice ' ORFGON ?3 cyYgv. P. �.. r�rrrr��i�a•�r� rrr�s�a�rrrr-��rr�r� r—� REV, 6•26- imon �► ,4 T 1,15 T 233d U i I NCS - T 1 C3 A 1�'.1� O fRE r�ON °",. 6-��-�� M _ On m... a... - ►.... k � � ,. ,- - p1ll I I ( I I 11 1 1 �I 1 1 1 1 1 1 1 1 1 1 i 1 ` 1 � I '1 I I I 1 1 1 1 1 1 III 1'I I l f h l i I f 1 1 III I t• I I Illllllllllilllllllllll111.Iltlll'iIIIIIIIII�IIlltll�lllllll � :__: . ., . ..,,.„,.. -._ ` I 2 3 4 5 6 7 8 9 10 II 12 ; - NOTE: IF THIS M ICROF I LMF — DRAWING IS LESS :LEAR THAN THIS NOTICE, IT 11 DUE TO THE VUALITY OF THE ORIGINAL DRAWING. --- - --- - - a� r OE 62 132 L? 9Z Si' b2 CZ 22 12 OZ 61 81 L 1 91 S i b I E I 1 1 11 01 6 9 L 9 S' b` E '•' `Z 1 ��' �►!11lIIIIIIIIIIIIIIIIIIIIUIII111111111111�11111Ulllllllllf11�11;Iltttt�Itllllul�tIIIIIIIII1111�11111111I�IH111111111�1�111111111�111111III�IIIIIIIII�IIII�IIIIII11111111�111111101111�III11IIIIIIIIiI�IIIIIIllII1ll111U111111111111�1illlllll�l1111111l1�IIWJ71.Il�lllllllllU�IUJ,(l,11�1111 FEBRUARY 28 19 92 k I I 1 -CA-)5 fiR 0 -L. L _ -L L ' MISC EQUIPMENT SCHEDULE r t� 1 9 A ITEM DESCRIPTION ELECT u -- ? 12' li --- ' 2- 1/2'18 1-1/2' C I -_� CCC--1 UNIT TO CODL 220 GPM FROM 101 DEGREES EWT TO 90 DEGREES LWT FAN IS HP CLOSED AT 68 DEGREE E�WB AIR TEMPERATURE. UNIT COMPLETE W17H SPRAY PONY 5 HP r -- CIRCUIT PUMP, WATER COI!_ PAN HEATER, AND PONY MOTOR, PUMP 1 HP 1 ; COOLER BASIS OF DESIGNc B.A.C, VFL 362-K. —I 0 A - _ 2-1/2' DOWN �..I ��• �1 HOT WATER BOILER TO HEAT 44 GPM FROM 105 DEGREE: EWT TO CIRC PUMP 2.41/2' - - BOILER 135 Lv/T. 825,000 BTUH INPUTI 660,000 OUTPUT. OUTDOOR UNIT 1/8 HP `n-, COMPLETE WITH TALO 111 CIRC PUMP. CONTROLS 1-1/4 ,1 BASIS OF DESIGNc RAYPAK H-824. 120V 4 - �-tv-�h P-19 CIRCULAM'G PUMPS ARRANGED FOR LEAD/LAG OPERATION 7-1/2 HP I �� -- P-1B 220 GPK ..AT 70 FT HEAD. EACH 1 ^ U FUMPS _- BASIS [fir DESIGN, B >L G SERIES 8l, 2-1/2 x 2-1/2 x 9-1/2B 1 f-j ( - c'C'Cj _2 - --r--I- - _ - — D CENTF'.IFUGAL CENTRIFUGAL. STRAINER ilE:S1Lii�Ei� �-❑R 220 GPM FLOW. I .� --� STRAIN BASIS OF DESIGNc LAK[lS MODEL IL-0300-B/S. 1 EXPAt4SION PRESSURIZED TANK. 7.8 GALLON CAPACITY. — If1Dl1S BASIS OF DESIGNc BELL AND GOSSET D-15, I I ET EF-1 ROOF EXHAUST FAN, 1400 CFM AT 0.625 INCHES S.P. 1/2 HP �" 2'�� 10 EXHAUST — BASIS OF DESIGNc PACE CRE-13F. 1 n I ` i FAN _ — _ `� B 7t� �— a - -- ---- I • i I I - ,, EF.1 I I ,_ . Of (� 11U � 1--1/4' I —li I I AI Ii � u I11 -- -- --- _ 1-1/2'--: ---��F 5 SECOND F1, � � - )_ [1UI � HONING FLAN 12 -�- G 5) 1 16 17 1 1 2 2.5 3 6 7 8 9 10 11� 12 n13 15 1 15.5 17 ( I J I I 24 2SI 2 1 - - 3103 -1 1 124 2 T- 4-t-7-r- CDR 1 --- — — — �- — —1 -- 7 J - - L CDR 1--_-� 2 1/2` 2' CDS �� 1-1 4 X11 11 1/2 I I 1-1/2• , I ! 1 I I 2 I I I Ill — 2' r 2-1/2' UP i l ---2-1/2' ( , u u I i II I I II PUMP 3 4 3 =1ROOM -- 3' 1 I 1.1{•2, L ...---------� �----------- CDC �------ ----� -- j — CDR"= L. 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OE 62 6Z LZ 92 S2 tiZ EZ ZZ IZ OZ 61 91 111 91 51 bl CI 7.1 I1 01 6 9 L 9 S- h E Z lariaw �IIIIIIIInn�unlnn�In11u111nnIlI11IIIII{u11I1111{nu�Iluh�Ic�nnIIIIIIc�n{ITuIFIIIIIIIlI111111Hllllfittnl�1111{tultnllllllll1111111111ullllllilllUluIIIIIII�IIIIIuI{�ullll111IIIIlIlulI1111�1111�1III�I11111111IIII11n11IIlUIIl11I'IiUIiIIIIIIlI1111I1111I1111I)11lIIIIIIIWIIIh FEBRUARY28 r�_ 9 � 2