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13010 SW 68TH PARKWAY-3 A C I , 1 ML _.OIL _ ..I 2525 SW First Avenue Sults 201 Phhone: (5033"x9`60003 FAX: (503)9,39-6703 ` ! R&H 1CONSTRUCTION CO. 1530 S.W. Taylor St. Portland, Oregon 97205 { Phone: (503)228-7177 FAX: (503)224-3638OLONJIA �1 � + I I "CKE W/WO and AJC, P.C. 0690 S.W. Bancroft Street P.O. Box 69039 Portland, Oregon 9.1201-•0039 Phone: (503)224-9570FACIFIC L. EASI,, NG t FAX: (503)228-1285 i Clvll/Structural En Ines, I1 0690 S.W. Bancroft Street + TIGARD, x 69039 P.O. 80 Portland, Oregon 97201-0039 Phone: (503)224-9560 FAX: (503)228-;285 Landscape Architect �wAJ(a Macr 111 S.W. OAK ST. _ CONT"rIACTOR INDEX OR DRAWINGS Suite 200 ARCHITECT STRUCTURAL ENGINEER Portland, Oregon 97204 Phone: (503)22E-312-312 2 T MACKENZIE/SAITO & ASSOC. P.C. M ACKENZIE E�rGINEI=RING INC. R & H T1., COVER AND INFORMATION SHEET I WLLIAM L OWM 0690 S. W. BANCROF-T STREET 0690 S. W. BANCROFT STREET CONSTRUCTION CCS. i Ped, P.O. BO69039 P.O. BOX 69039 1530 SW T/,YLOR ST. CML DRA1AI�+I08 Portland, Oregon 9710BOX Phone: (503)222- 7007 TOPOGRAPHIC SURVEY PORTLAND, OR 97201 -0039 PORTLAND, OR 97201 -0039 PORTLAND, OR 97201 -00.39 `I SITE PLAN r- -- C1.1 SITE GRADING PLAN Surveyor Imo• n 7 4-9560 PHONE: 223- 7177 0 c2 W85nJ�& PHO�v�. 2�-r-95 . 0 PHONE. 22 W f C3 EROSION .ONTRL7L PLAN OON%LTAMa M, FAX: 228- 1285 FAX: 228- 1285 FAX: 2.24--;638 z= t---- �a STORM DRA;NAGF PLAN C4. WATER AND SANITARY SEWER PLAN 15115 S.W. Sequoia Parkway, C5 OFFSITE STORM DRAINAGE PLAN Suite .50 -- C6 DETAILS SHEET Portland, Orogon 91224 + I i Phone: (503)681-0657 ti PROJECT: � ARBORIST _ SURVEYOR _ LANDSCAPEARCHITECTS PROJECT INFORMATION ���� �W� � .� A. PRCIJECt LOCATION: Th'ARD, OR. A2.1 FIRST FLOOR PLAN i^OLONIAL WI L L I AM L. O W E N & ASSOC . W E S T LA K E CONSULTANTS WALKER & M A C Y B. 1994 EDITION UNIFORM BUILDING CODE (1996 OREGON EDITION) � A2.2 SECOND FLOOR PLAN C. CONSTRUCTION TYPE- II-N, SPRINKL"-RED A2.3 ROOF PLAN PACIFIC I 01 A3.1 BUILDING ei.EVAnONS P.O. BOX 641 15115 SW SEQUOI PARKWAY, SUITE 150 111 S. W. OAK ST., SUITE 200 D. OCCUPANCY GROUP: F-1 � a . A3.2 EXTERIOR WALL SECTIONS i LEASING E. SEISMIC ZONE: 3 � A4.1 ENLARGED PLANS AND TOILET ROOM ELEVS. - FOR INFO. OMLY PORTLAND, OR 97207 TIGARD, OR 9722.4 PORTLAND, OR 97204 F. MAA"MUM ALLOWABLE BUILDING AREA: ss,00D e.r. (2 sroRY) � H A7.1 STAIR PUNS AND DETAILS - FOR INFO. ONLY PHONE: 222- 7007 PHONE: 684-06.52 PHONE: 228-3122 G. PR0 'OSED BUILDING AREA: 55,650 9.f. AA8.2 DETAILS PES/ DETAILS H. NUMBER OF STORIES: 2 FAX: 624-0157 FAX: 273-8878 I. BUILDING HEIGHT - ---� - ALLOWABLE BY ZONING 55'-O" - PRCPOSED J. PARKING INFORMATION X71 fM1 URAL LJRAWNGS - TOTAL PARKING PP.OViDED 435 SPACES TAMIO RAII)YAYA - HANDICAP SPACES 8 SPACES 51.0 STRUCTURAL NOTES 01-�51.1 TYPICAL DETAILS °C S2.1 FOOTING Lt FOUNDATION PLAN ` did= W S2.2 SECOND FLOOR FRAMING PLAN TA 2267 W S2.3 ROOF FRAMING PLAN W S3.1 CONCRETE TILT & PANEL ELEVATIONS OF = S8.1 STRUCTURAL DETAILS ; _ to S5.2 STRUCTURAL DETAILS =-�--`--�� S8.3 STRUCTURAL DETAILS OMACKENZIE/SAITO k ASSOCIATES,P.C. 1995, ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY Or MACKENZIE/SAiTO k ASSOCIATES, PC AND ARE NOT TO BE USED OR REPRO- ��� ���� DUCED IN ANY MANNER, WITHOUT PRIOR SYMBOLS AND REFERENCES L WRITTEN PERMISSION ABBREVIATIONS _ S w L1.0 IRRIGATION PLAN REVISIONS.REVISION E01(ION ¢ AS ANCHOR HOLT DBL DOUBLE ID INSIDE DIMENSION R RADIUS SECTION z� '--- L2.0 LANDSCAPE. PLAN (CLOSING DATE -- L3.0 IRRIGATION/PLANTING DET�'0 a AC ASPHALTIC CONCRETE OF DRINKING FOUNTAIN IE INVERT ELEVATION RAD RADIAL 1 -- t AOJ ADJACENT DIA DIAMETER INSUL INSULATION RD ROOF D:AIN BUILDING SECTION KEY MARKS AFF ABOVE FINISH FLOOR 01M DIMENSION INT INTERIOR REF REFERENCE SHEET N ALT ALTIERNATF DL DEAL) LOAD REINF REINFORCING ALG6+ ALUMINUM ON DOWN ,1ST JOTS; REO REQUIRED SUB-CATEGORY I - ANOO ANOOIZED DR DOOR JNT JOINT REV REVISION CATEGORY .._. APPROX APPROXIMATE DS DOWNSPOUT LL LIVE LOAD RM 906 u ARCH ARCHITECTURAL) OWG DRAWING MATL MATERIAL SECTION ` Sw, tRVfN RO ROUGH OPENINGi IP ST• IAS #IRSHOWER MAX MAXIMUM ROW RIGHT OF WAY EIFS EXTERIOR INSULATION FINI:H S`' .,: MECH MECHANICAL 2 g B/ BOTTOM OF ELEV ELEVATION MFD MANUFACTURED SAC SUSPENDED ACOUSTIC CEILING SECTION KEY MARKS 3 SHEET PROPOSM I i ( BD BOARD ELECT ELECTRICAL MFG MANUFACTURING SHTG SHEATHING - \ �/y ti11A1 SLDa T M-11C $�EY - k BTWW BETNEEN EO EQUAL MCR a°NUFACTURER SIM SIMILAR T �dVL.V1�IML. G7t.i.JVL i BLDG BUILDING EXIST EXISTING MH MAN HOLE SPEC SPECIFICATION CATEGORY ,\� gIJK BLOCK EXP JT EXPANSION JOINT MIN MINIMUM SO SQUARE \ Provided by Woitlake Consultants Inc., 1(11 O BlJKO BLOCKING FR EXTERIOR MISC MISCELLANEOUS S �\ rl ozm - 1 through 7 Topogrvphl4 Survey SS STAINLESS STEEL BM BENCH MARK MK MARK STA PT STATION POINT DETAIL► ,\ - BOTT BOTTOM F/-STUD, FOS FACE OF STUD MO MASONRY OPENING STD STANDARD t(� (IRC It 13EARING PLATE F/WALL, FOW FACE OF WALL SUSP SUSPENDED 1 J1� • - - ` FD FLOOR DRAIN NIC NOT IN CONTRACT ELEVATION KEY MARKS SHEET-1 � �"'•,,",•• c-_-�.�_:'-- � -1 q - CS CATCH BASIN FDC FIRE DEPARTMENT CONNECTION NO./! NUMBER T/ T013 OF _ AST IRON FE FIRE EXTINGUISHER NOM NOMINAL THK THICK(NESS) SUB-CATEGORY � � SHEET TITLE: CAST CATECORY G- j �`-� CJ CONTROL r1INT FIN FL_R FINISH FLOOR NTS NOT T'0 SCALE TS TUBE STEEL TITLE SHEET f (ENTER UNE FIN GR FINISH GPADE TU TILT-UP , CLG CEILJNC FLR FLOOR 0/A OVERALL TYP TYPICAL OETAIL# � � CITY OF TIGA►iU CLR CLEAR FDC FACE OF CONCF_TE OC ON CENTER CMP CORRUGATED METAL PIPE FWD FOUNDATION UL UNDER WRITERS LABORATORIES �` Conditionally..... ..,Approved ..........................I { I N L E X O F OD OUTSIDE DIAMc.TER 12 � �• Conditionally Approved..........................( J: CMU CONCRETE MASONRY UNIT FDIC FURNISH 9Y OWNER INSTALL BY CONTRACTOR OHD OVER HEAD DOOR U/5 UNOERSIDE DETAIL REFERENCE MARKS SHEET I For only the work as described in: Co CLEAN OLIT FOS FACE OF STUD OPNG OPENING UNO UNLESS NOTED OTHERWISE - -� •� �' PERMIT NO..6_W-_-qjt_i-PJ1EZL _.- DRAWINGS COL COLUMN FOW FACE OF WALL m j OPPOSITC SUB-CATEGORY i CONI CONCRETE FT FE£r/1-Por o/5 ouTSIrE VERT VERTICAL CATEGORY See Letter to'Follow............................ .{ 1 t FTG FOOTING VEST VESTIBULE \ C� Attach I CONN CONNECTION CONST CONSTRUCTION PA PANFl ,A IT + GA GAUGE PLA fE W/ �� \ Job Add �-.-5>�1��.d�' CONT CONTINUOUS Z ` J CORR CORRUGATED(ION) GALV GALVANIZED PLAM PLASTIC LAMINATE WC WATER CLOSET ROOM NAME � �1�►RIII� BY: Date:J��e CSP CONCRETE -AER PIPE GEN GENERAL PLYWD PLYWOOD WD *r`D OSI -�- /r/ CNTR CENTER OR GRADE PVC POLY VINYL CHLORIDE W/0 'ATH t)l1T ROOM/SPACE IDENTIFICATICV 1011 �\ GYP BD GYPSUM BOARD PVMT PAVEMENT WP WATER PROOF \ c DATE:-- T. -JT.- �-� PT PRESSURE TR,-ATED WR WATER RESISTANTl(!ROOM \ r 09 HOSE BIBS Ww WELDED WIRE MESH \` % 19, 19�96 HC HOLLOW LORE WH WATER HEATER NORTH \ HDR HEADER DOOR SYMBOL NUMBER nI DOOR + DRAWN BY: HOW HARDWARE SEE DOOR SCHEDULE HM HOLLOW METAL CHECKED 81,: PPA/TF HPM HAZARDOUS PRODUCTION MATERIAL hOR17 HORIZONTAL HTO SHEET HTO HEATING WALL TYPE SYMBOL - HVAC HEATING, VEmTILATION AND AIR CONDITIONING ` SLAB ELEVATION CHANGET161 WINDOW TYPE 2960 13010 SW 88th PkWy SIT 98.0047 PI.M 98.0337 1 025 ..,��Q ` MUED / � I - ° 1.1-IM - BUP 98-0!21 -•1►- - -- -- -- _ - _ -.-_ _ -- -- - - _ ..• - -...- - -- - _._........_-_......_- - - -- - ---._.- _- - -__ -. - --- -- -�_� - _ ._-__. _ _ . -- --- ~ ,,.,...,..rM,�lp,,,. ,,,.,o.,„.,. ..........._. •+w. .w ............_.,,........... .._ .._ ti.•,....r.�y,,.,..+,.NMy�..+w.n.w�......«.. ...,.. �W6dw ....... --..... .....+. .. .....,.... ,._.........................w.+............w...............«......r.,........-»,..w_........+.......,.....ww,.»,.r...-.,.»r--+.r+.•-+..--,�..,.....�.....w...r..+...w+.w.....,.....w...w.-.w......w.+.....w..--.... ..w,.,..-.....,+.,.r+w.ruY.....w...,w......-..w.•+-.+,u•M�..�...-..,w.w...r»+.-�,-+•._.+r.«,..r.,..........«�«.�.....,...,,-.........-..ra�.1Y.....-.. ...�...., .., ..w..rw...-r«.....,-........,,.. arw......,..r++w«-+..s.rww-.....,,.,..-.-.w...+,w+....r..,.,-....,...,,,.,,.....�......,.,...-»..y.....,.....i,_- ..-..... ...,nNii.r..Aft...»w,...»V-.r+.+.•+...w... ...+.w. » .. JIY�•.�' IF THIS NOTICE APPEARS CLEARER THAN THE QLiT a 1998 DOCUMENT,THE DOCUMENT IS OF MARGINAL.QUAL:TV. MICROFILMED �(I�I�I�I�I�I�I I�i�l!I�ill�l I�I�I{I�I�I�i I I�I�I�I�I(i;l I IIIIII►�i1111 �1�11�11111 I I�1�i11�1�1�1 1 I�I�i�l�1(t11 I I�t1� 111�I111 J1l1 { li ittitt►I mllutt nnlutthnlhnlhnlltttt II+lun nninn lnlhlu IIIllnn,nnlnll mlhulUminn mdml ullhnl�Ilufnik nnlnlltuninn Inllnnnlllllm lnllnl!nnhul Itnhnl nNhrlr urlart rrrlrrl ti 1 iiH ndnlr anllnl rlrrinn mlbl e { ,..�, • +, _ .• .. -,,r, •,met. _ -' _ _ r _ . . . C H Row r GEMOEDLEN compmry 2525 SW Firet Avenue y Suite 201 Pc-land, Oregon 97201 Phone: (503)299-6000 FAX: (503)299-6703 R&H COI11 MI(;T" W. 1530 j'N. Taylor St. Portland, Ore on 97205 Phone: (503228-7177 FAX: (503)224-3838 s'--0' 7'-0' A B C U ��E ,I� F G H J K A_ - T It•-. 245--0- 1 Nr—�r o TRANSF 1 1'-2' Z8'-_10' 30'-0' _ _ 28' 0' 25'-W 2S',0 25'-0 ?.!S'-0" 1_Or 28'-10' PAD r r w r • r w r w • r r r r r r w r r r r r r r w r w r �.— w r r r r r r r r r r r r -10 -4 / -4 ti-0 5-0 5-0 9-0 go—ow 15-0 5-0 15-0 _ 5-0 5-0 15#-0w 5-0 5 0 15-0 5-0 5-0 — 15-0 ., 0 S-0 _ 13-0 — 58-0111 5-0 _9_-0 9-0 5-0 5'-0%, 9F-04 _ 9-0 4'-0" 5`-0` 5'-0' '-0' P-00_ 0' S'-0" 5'-0" 5'-0" 5'-0" 5'-00" 5'-0` 5'-0' S'-0" 5'-0` 5'-0" S'-0' 5'-0" 5'-0" 5'-0' S'-0" 4'-0' 5'-0" - -0" 4'•-0' 4'-0" 5'-0' i K4C' N , M i� -- -- 45— — — -- - — — _— ; and ASSOC, P.C. ft .,treet 0 ; N _ Portland, Oregon 97201-0039 i ! 2 f 2 Of-FICE ' i FAX: (503)228-128570 RE rRAjsf+ 10 y i l_F r.r. SPN 26 119 i a � I i ING —__ _ CONF�REh'CE of I Civil/Structural Engineer 0 Ch rTE71 2 1 1,_r r 2t) 12� 1 L_„- -._•1 ! 10590 S.W. Bancroft Street �: I ■ O ■ P.O. Box 69039 Portland, Oregon 97201-0039 -- — ties - t pFFi E ► i i I I i -- ' ! g N�\ — — S Ftv S DATA r. �r,1_Ft .� �; Phone: (503)224-9560 FAX: (503)228-1285 Nd Di I 5A7 ! t (?27J I I cr, Landscape Architect icwt WAUM MAIC11r I ■ A7. •�•) of Fl+^C � I 29 - I 111 S.W. OAK ST. o — _ Suite 200 r _ __- _ - _ _ --.__ _._.-..._ __ — — — —___.._ _ . _ _— —___ _ ----__ _ _ _._ _.. .._ .._ __- - . _ — — - — _ _ _ —.. _ .__ _ _ _ hone. (503)228-3122 6 I_ —_ . _ _ -__ __ _ _._.__ _ _._.._.. __ ___._. i � __ _ 1----” :. i•— Port d, 0r _ Inn 7204 ttr I I ( I I ( I l '`�J TRAINING I Sl f RAGE 4ELP DESK rry o Arborlet [E 23 [, 4-] I ,25 i �=-=--:==:_ i I WLLAM L CVM __ _ _ .__. _J Aeaoc�►'reet , P.O. Box re Portland. Oregon 97207 • ■ 3 ------------ 127 — --�r FI" I Phone: (503)222-7007 o; 0 0 o „ MENS TOILETS 1068 OFFICE o O (— HAi-L — -- -- � t��'}i— Ul' L v sLO'PE WASTE UNE - I —� — 1c5A] _ — H 107 .— i �Su SH 135; m� I CONSLUANM M iA •-i TEL I t3 I i J 15115 S.W. Sequoia Parktray, I 1 i toed cc 1 1oBi3� 109A i CONFERENCE 104 I -i --- - I Suite 150 . I I I 107.7 Oj Portland, dragon 97224 o I ora I 206' I 0 ;n Phone: (50')684-0657 ---SEPARATE- PEFIMIT _ _ __�___ _ __ _ _ - _ _ ___ 5 i ! p 1__.______UNDER- I •I _......0 _( jam=---_— STAIR --ar►—� I' in ■p i �____—_ ��_--_—.� SIM. 3 I I I j I ELEV. E QP [HA I I l ' < j'� \ I PROJECT: -- 1ALi�, e i __— t—L!05� [ 4 J3 I .D. I to4 i 25' Io 1 OWN I � I I a! TENANT IMPROVEMENT' ' TRAINING � % R�"'"I COLONIAL Of==iC� j TRAINING ''��--�� 0' „� 118 i OFFICE �,�q ; / ___ _ j l ■I PACIFIC I ■ — _._.__—_�v..� ; 12- FOR INFO. ONLY. I _' I ! WOMENS TOILE? I ' 1 Nj f -' ■ _~- _� _ , , i = - _ _ _ - �— I s tA((R 135A7 I -: � ; LEASING o I I ttt I LOBEiY I of ■ ' I I — _ 112 i 102 \ i � to, ` _ — _ TRAINING ( ( OFFICE — -—— 35A ! to 0 i �---------------- ------- I I ■ -o, o CONEKRFyCE 0,4110E 1t3 1107 1 [10� / 7 I OFFICE I I I I A4.1 Hti�l 13?/ o `� �- — --_—_� ■ 117 I 1�6 I I 173 <<- _ 1 L-134 _I _e _. 4. o I I ■ o ; I•I ; j ! tic I % 137 V4k%, 3. - - - _.. --- - _ 4 �� TAMID MM'AW JAN'1 OR 3 0 Si01 19 5'-0" 4'-O'` 4'-D 5'-0" i' 8 4'-O" 4'-0" 5'-0" 5'-0" 5'-0" 5'-0' 5'- 5'-0" 5'-0" 5'-0" 5'-O` 3'�O" I ;� I i 36- j I ' 3 ION 9'-0" r-09'-0' S'-0' 5'-0' '-4 5'-8" W-0' S'-0" 5'-0' 15'-0' 5'-0" 5'-0` 15'-0" 5'-0' 5'-0' 15'-0' '_0 i I C FEF'ENCE: (('``�"" I 0 0 I — -- —_ I 0 LOti Y 137 7 ___.L ID -0 i -to 1 . OF ELECT �.� I �-=--__— �143 t3' ©MACKENZIE SAITO k ASSOCIATI:S,P.C. SIM. 1 _. i t3Ar J ~STAIR I I TYP• 0 THESE URAWIN1111, ALL �ISHAt2ETS RTHE PROPERTY OF 3. ® 3 -I o i f a`�1 Q AGE I L— I I 1 MACKENl.IE/SAITO k ASSOCIATE'S, PC I I I I AND ARE NOT TO BE USED OR REPRO- =4.?tpa 2 I UCEU I Y A T R. ■ --- ____ D N AN MANNER, WITHOUT r�.�. WRITiEN PERMISSION _I. -- 138 — A STORAGE REQ'SIONS: OFFICE $ REVISION EDITION I I( 14 _33 L 12� ■ CLOSING DATE i :I I 1sa 00, I E0. I O.-#' �4 I � � r �-- w i SIM. — — o IL. �a`5H, .� I 8 HAL I 0� ---- 164 I I 1 �� A7.1 145 t 45A - '6 8• I I OF�F_10E: -- -- - R _ — -_.._ �_ _ ! , -- uu i I I 20 RES OUKE3 - Si�• 1313 too --. OFTICE in 11 DO TYPI 4�90 L ■ ISHEET TITLE: KEYNOTES �- _ I �' ; I FLOOR P L��N TYP 10 �+ ' 1st 3 b os _* ■ BLDG ,>, A>,>, 1. 6'x6'r.or CONC. SLAB REINFJRCED a 0 3 LUNCHROOM I W/#4 012 OC EA WAY, ('INTER IN SLAB E N ( ■ . 2. DOWN SPOUT o i I 146 O 3. WASTE LINE - VERIFY REOUiREMENTS I I I ! ! W/ MECH. CONSULTANT I o ___ i EM 4. CANOPY ABOVE - SEE -/- o► u I + 139 J o 01 5. ELEVATOR PIT LADDER - SEE DETAIL 7/A8.2 I �t I I TYP 20 —in �I SIM.@—'Aigig ' I 2 I 8.1 I - DATE: SEPT. 19 199f3 — r 5'-0" 4'- "I 14'-0' 55'-0" "5'-0 5'-9` 5 0' 4r-Or 4'-015'-0' r r w r w r w , • , r ■ r ■ r ■ r w . r . i 1 10 9 0 9-0 5 U 5 0 —4 11 r8 5 0 50 9-0 9 0 -10 A TYP• DRAWN BY: jy t - -- -- - - I — -- --- R,),.1T1� K,gyjehne 12'-4" I 11111-001�-211 -10 _ ___ _12_-0 8-0 9-9__ 1 1S'-3" .._ ,.— _ 28'-10".__ — 10-y;- CHECKED BY: PPA r r 1 r w r w r • I d M --_ - — . . -- --- •. 24 8300 . � P,e�e:'T�iluen' ll I � —I• ..._. . ..._.______. . SHEET i Psaif,c F'eelty Assonstee,LP I IN 15350 SW SecnX-�s Pkwy,Sime 3O0 2 P ,Inr1,o ,s�2e4 F F. 1 F.5 G. 1 G.5 H .5 I J K Fyi.,sun.,s �(Z3/H24-"776 II 3 M. 2 * 1 FIRST FLOOR PLAN sir sr-ooa� / - .- 13010 SW 88th Pkwy of 2!i _-- - _ J08 N0. 2960 44 PLM 98-0337 0521 SUP 9t3- 0 4 8 1LF 32 1 0 , w ' MP� 191--. t IF THIS NOTICE APPEARS'CLEARER THAN THF. OCT 8 1998 t)OCUMENT,THE DOCUMEi4T 1 OF MARGINAL QUALITY. MICROFILMED IiIII illIII I 11I1I 11111 I I I III 1 I'! l I t I I ! I I I I!lit 1 Tint 111 I(illll' iifil lil)I�I+fjl�l i IIIiIII 11111 lililii l�lill 1�11t11i11ti lilil�l II!�t� nran rume u cma%� ( 1 i l 1 1 Ili r lIIInII Inulin nnhnthtuhm mlittn ntllull nninn unitnl+nlhnl unhm mllnuUnlhnl nuhm nillnu n:Ibm nllhll�i lndnn nulnIII1111kInt1lniNn nlll'•,n1+111htu uitltm udnn tnitn ttthtt tulm nnlnu uI11lHi IINhI1J `i .R, ♦ 4: - _ r _ •, i 1 i _. - _.. .._.•.....__..,..-.-..«._...•......._....•-....,...a....»..•_I,.....e-•r•._wr.....a.�..».•w,_,...•..............»..,....-.+rr—+....•«+�..•.•,:._.+..r.. ...+«ww_rr+,,,,p.....,.w.r_.n.._. 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Taylor St, Portland, 07egon 97205 N 8 Phone: (503)228-717'7 < >G D E F G H J 2 FAX: (503)224--3638 ,1, 2■ - - ---- --+---- _ __ - - -- --------- - - --- — _ -- _—. 245'-0" - K 28'-10' 30'-0' _ --- - --_------ 25-0■ ---- -------- 25'-0 --- -- -.- 25'_O' 25'-0' 25'-0" 30'_0 _10• 9r_pr ■ / w _ r • r r . w r- • r r r w r • . • r w r w r w r w r ■ . r 1 r --- -- -` ,_ _— 91-0m .5-0 5-0 9-0 4— 9_0 5-G 5-0 __ 15-0 5_G 5'-0 15-0 5-G 5-0 15-0 5-0 5-0 15i-ow go-On r r r r r r r r r r • ■ r w r 5_0 15•-O 5-0 5'-0 go-ON - 9-0 9-0 -1[! 5'-0' 4'-0" 4'-0' S'-UJ• 5'_0■-'-0' I4'-0• 5'_0" -- 5'-Ow 5'-0" 5'-0" - R/_ w 1 r r ■ r r r -- - --- ---a - - -- -- -- — ' I I 191-0" 51-0" 5-0 51--on 5-0 5-0 5-0 5'-0" 5'-0-■ 5'-Ow 5'-0" 3'-0" 5'-0' S'-0" 4'-0" r r r r ■ r • CfT� I l - -4 5=0 -0 �0 4--0 5�0 — 'r and ASWC, P.C. 0890 S.W. Bancroft Street � I CONFERENCE I 1 I i — -- _ -_ _ _ _ — - - - F --, 7 P.O. Box 69039 C•1-7� I OFFICE I OFFICE: OFFICE 1 1 I I 1 ! � - i i � N Port•tnd, Oregon 97201-0039 / _ Phone: (503)224-9570 C?.?9�] [22� OFF t.'1 Qf f f ' CONFERENCE: t 0;F-ICE OFFICE I: --, FAX: (503)228-1285 1 OFFICE. nr 22 5 !! 224 IL25 276 0 C2t I I I I I cs Civil Structural En In mr.Ilk OFFICE 069J S.W. Bancroft S, vet -. _ � N� 0 216 �� _:_-: P.O. Box 69039 L , ate T19 I�z2o� C2 222 �?T j t L?±� (2 D28 �-=-- -- i Portland, Oregon 97201-0039 I I (�27 I N Phone: (503)224-9,''64 II_.. _ 1 Uf FirE -- o FAX: (503)228-1285 irf 214} I 228 ] a os o II l I I � I I I Landscape Architect �n WALKER MACY I I I ------------ ---- I 111 S.W. OAK ST. �Al +7. _ _ ^ I226State 200 Portland, Oregon 97204 ELECT. - - - _ - - - I � S � I �r I _.. --- -- ----- - --__---- - ------ - -- - .--- - - - - I _ "� - _ 6 I Phcne: (503)228-3122 ELECT. I o 209 ,/ F I I i I I I OFFICE I o Arborist 229_j WL1JAAl1 L OWEII j I -I .r ; 1 �, _._. _ _ ------------- ----------- 4 OD A980101AIM o �1 o o C_ ------ w 1�2c9� - - - - _ ---- - -- — - - - -- —._ - - _- _ - - --- -i--- - - - - �.- -�--- - --- - - - ' - 5.6 P.O. Box 641 I -- I 11EN 70I ET5 I f _--___ � _- � � Portland. ^-ogon 97207 �) t � I o Phone: (503)222_7007 A7.1 I 7.Q3) o TLEC7. OFFICE�` ISunre23: ii � .AIS do 02e. I aJ I 11 I 23Q iA COISLT M _ I � 15115 S.W. Sequoia Parkway, PortUNDER SEPARATE PER - _ suite 150 F o - — - ------- - - - 2D5 HALL -- - L.;_-I I - - Phonland. Oregon 97224 C_ zte - ---- - - _.. ---- - -- --- - - - - - _ - in e. (503)584-0657 SIA/. 3 C_.� DATA 202 - � --�_ _ - - ■ _ - 5 t o ENANT IMPROVEMENT 05-] I(�I \ 7 I I � i PROJECT: S OWN11 2 1 ( l o � OFF, -2 1.4 I OFFICE 'I i ; I i FOR INFO. ONLY jCOLONIAL ; I � � 211 �'!,} ?10 j 1 r- �a1 i / I '"- I ( I p �� o ACIi IC N o - _ _._. �._ ___._ -:-. _ _ T WOMC NS TOILETS + ;� 'ttoo P r SIA R 235 I l�_._._-...... �J o2v LOBE LEASING 12pq _4F 1 1 23J rn o CONFERENCC OFFICE OFFICE j OFFICE: OFFICE OFFICE OFFICE `� - o ;1 [•2;2 ] 21, I 2,0 I j _ y - l 2J-11 I _ C� I ( I [ K8 I L 7 a EEO I - == - _ -- r�j `---- ---- ------ ------ OFFICE QI n a - I i A4.1 4 -- �I --- --- - - -- - —_ - - - --- - - - �r - :�, i 1 U�� , �5- 24ti I W) l 5'-0" 4'-0" 14'-0 5'-0' S'-0` 4'-0' .-. r r w r r r 4' '�� TAM10 PXU,'AMA 4=0 5-0 5-0 5-0 5-0 5-0 5-0" 5'-0" I 5'-0' S'-0" 5' 0" ;� JANITOR o ] � I [24fi 3 r 0". ■ . r r w . r r G" ■ . • r w r r r " r w - r w . r r r 1 ■ ' E � � OFFIC,. -10 9'-0' 9-0 5-0 5-0 9-0- go---0 5-0 5-0 - 15-0 5-0 5_0 _ 15-0 5-0 5-0 15-0 _0 CONFERENCE ; I 23B , 3. 0� WN 245_,,' I [2_ 0 2297 2 ILn I :._.1��-- C.is o f 9 _ a CNIN 1 41 - I _ _ -- I OFFICE to MACKENZIE/SAITO k ASSOCIATES,P.C. 3, I Sl AIR I 23+' tp TYP. ©19:6, ALL RIGHTS RESERVED '� 1 �� I a THESE DRAWINGS ARE TrE PROPERTY OF _ ( I I MACKENZIE/SAITO & ASSJCIATES, PC I I O iA AND ARE NOT I,' c:r 1I ED OR REPRO- -. UCED I MANNER, WITHOUT PRIOR D N ANY MA N O .t WRITTEN PERM,SNLPN I I �-- I STORASF -I REVISIONS: — .8 REVIs1oN EDITION OFFICE - i CLOSING DATE °° '- EQ E0. I Q. I '-4" I '` I 1 I 238 1 13 I i 3 I o C4; •-- __ , B KEYNOTES � ---- 23s I' I 0 1 ' '� I A7.1 OFFICE '� o I 1. DOWNSPOU"l' o iv I I 2. ROOF ACCESS LADDER � � �____ 3. ENTRY CANOPY BELOW - SEE 1/A3.2 —. i SIM 0 o K•`- -' - ' Aa.1 210 � �' -� -- --- - --r---- ' - - -I - - - _ ' to 0 2 , I o of ;o I o ( [ 24r I f I 1 o to -- I I I 1 to a SHEET TITLE: I 2nd FLOOR, T 10 a o AS.1 0 °' PLAN BLDG A I • bt b OFFICE C2 I2 E � OFFICE ir) L_-._.J 1 19 I I —----- —sr►�. Ae.1 —1 1 1 I - � N r t - 5'-.7" 4'- 4'!0" 5'-0" 15'_0' S'-0" 15'-0" 5 0` 4'-0,i 4•_0. 5,_0. l— - '-10 9'-0' "t I,-2#-Ow A'-0" 5'-0' S'-0` _ �5'- ---- 5,- r ■ y_p• ._ 19 DATE: SEPT. 1111 111198 i A8.1 0 5 G 9-0 9 0 -10 Tom'• DRAWN BY: r w I / w I r ■ r I r • . • r w I , w -_-_ __. - _•_ 1 -8 12-4 11-0 111-10 12-0 5-0 9-9 15-3 28'-10' 1'-2'- 23-4 1 -2 ---- --- _-- ---- --_ CHECKED BY: PPA/TF r . ------- ------ 8S' 0" — SHEET F F. 1 `.5� G G. 1 G.5 H 5 J> 3 K M. A\ * L � SECOND FLOOR PLAN w r w 13010 SW 88th Pkwy SITO84047 NORTH - -5mommom --- 296044 PLM 98.0337 3tM28 JOB N0. BLIP 98-052 i ._n,. .w•.r a,-ru,,..n•r,--,.«-w.torr:i.wl,+,.+wa..w-r ✓._.www•w,..wn-InA - - __.__.__.. ._...._._—___... -..__._-. —._._.-._-_—._—..— _.-.- __._.__- _ _-_.. _- - .—._ _ _. _.___.....- .. _ _.. __ __.. -,—_•___--_.. r 8 18 32 MW rti./ri f IF THIS NOTICE APPEARS CLEARER THAN THF, OCT 8 1598 1 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED 1 i�•!I!�!t! III !I I�I���I I�It IIIIIII�!!I!I I I'LI!lli�llill I!Illllil�lll 1 r�r�►(�t�i�iit illl1�1�111�I f!Illlt�411�9 t �i�l>)I�Ijijl illlfLl�l�lli! I�-tllll�llii I�I]ltl�i�l)I uI nllhltt rulnl�I nnlnll nllhul Halon nnhlnbmbin ntlhtll nn!!nI ultlnu nnln►I unlnn nldnn ntih111 Ildlm nlltu 1IIllutt trthn nnh t1ltm do nthu mdnll utinn unh ' r j , ; ,_... . v_- .., • ... _. .-_.-:..._....,.. ,nkmrli,■ .... •._ ■irllYWr�aa�Wrriu■�i■i■YiY•rYaWYi +g1A !eP!"sr'arryg' n .;map,. ., .:,+^p^•r•rR•+rrm , __ _.... . - r .. Glary.rww ^w.^+..+as.,nmr^.-r..srw.^.. r..,.*ea r,..'av+.,. ,--•.^ o,nn•,r«r....w rs. ..z r.•n,„ ..., .'...R.-•-=•,.,eosvR.rr'+.'mrs, wx•enes _ _.. TR!' r r WWI i CAEFCOOEDLEN CCWAWJ 2525 SW First Avenue Suite 201 Portland, Oregon 97201 Phone: (503)299-6000 I FAX: (503)299-6703 I 1 R&"oONSMrTIO , CO. 1530 S.W. Taylor St. Por land, Ors,Ton 9720! Phone: (`03)228-1177 FAX: (503)224--3638 A �j C D E F G H J 2 K T 245'-0' ------- -- ---- .-- - - ---- -- - ___- - - j r 1 -2 28'-10 30-0 25'-00 25'-0' 25'-0” 25'-0* 25#-0' 30=0 -. .__ 28'-10' - SWO 10 I 10 T I I 101 T/1? �- Mpra'J�i� P.C. - - - R Street - —_--- _ ---- _ _ _-- ---__-- Portland, 97 -0039 0690 S.W. antro P. ] - ----- -- T ECK I � <7 70 P 0 Box Oregon 201 T ECK T ECK T L`ECK ECK , i T ECK T -CK 7 I I N PhoFAXnel,50 03)22 128570 I � Tl•�. I I � T iP. I I I TYP. � ChA/Structural Engineer SLOPE SLOPE I _SLOPE _ I No, SL ! 0690 S.W. Bancroft Street E SLOPE SLOPE I I P.O. Box 69039 Portland, Oregon I I N Phone: '503)224--9560 39 FAX: (503)228-1285 Landscape Architect 4 3 A8.1 � I wALK� w;�CY _-_-L__ _ I ( g I I g 9 1 T 1 S.W. OAK ST. Suite 200 Portland, Oregon 97204 hone: (503)228{ -3122 I 6 -� -— - _. --- - ----------- - - -- - -- - -- 4- --- -- -- 4 I o Arborist , A8.1 I A8.1 I �� I I I ULLIAM L OWEN i_0�U to ANOCIATEB TIT. P.O. Box 641 Portland, Cnsgor: 97207 hone. (503'222-7007 Surveyor N I I WE61MKF& 12 I CON U.YMM W. �o W I W W I I 15115 S.W. Sequoia, Parkway, g Suite 150 I TYP. I artlond, Oregon 97224 Phone: (503)684-0657 5 - - - — -- - ----- - - ---- - - - -- - --- - --- - - - _ - ---- ---- - -- ---- - - __ - _ -- _ _ _ _ .-----�, _ - - - - - - -- - - ------ -- ----- - - 5 --- S!wl. 11 I PROJECT: 3 4 j -omit 9 1COLOMAL TYP. O ' I \T,'DFCK I PACIFIC in a� LEASING 8 -- 0 4. 4j' T ECK �i)E 1 EaC T ECK3.2 OD V �b_ X30„-%� - - - -- - - — - -- - -- I -�-- I �' T�:Jq FUKIIt'AN1 T T 3. ORE(i�N t 2 I I I 3 1 1 OF r 1 O N 9 1996,EALLERIf;MIio RESERVEDATES,P.C. 12 THESE DPANINGS ARE THE PROPERTY OF --CJ r1Pf I 1 (3 ) MACKENiiE/SA110 k ASSOCIATES, PC AND ARE NOT TO BE USED OR REPRO- T I I 3 DUCCD IN ANY MANNER, MTHOUT PRIOR - — -- --' — — — — - WRITTEN PERMISSION 7'-0 T ECK T ECK t _0' T - r --- --� REVISIONS: REVISION EDITION -- AS.1 T = CLOSING DATE 10 I I I I I I I ! 00 b I 13 3. I 9 1 I N TYP. 2_ _- : GENERAL NOTES KEYNOTES -- -----_ I A. ELEVATIONS PROVIDED ARE REFERENCED TO FINISH FLOOR 1. ROOFING MEMBRANE __ + -- --- - - - -- - -- ---- -- ---— —_- - - - - ---- - ------ - -- --- -_- - 2 DATUM SET AT 0'-0". ACTUAL FF ELEVATfON IS 242'-0' 2. WALKWAY PROTECTION PAD - 3'-0'x3'-0' W/4' BETWEEN PADS - 1 B. SEE MF_CH/ELEC/*PLUMBING DRAWINGS FOR ROOFTOP EQUIPMENT 3. ROOF TOP,MECHANICA.. UNITS. SEE MECHANICAL DRAWINGS AND PENETRATIONS. EQUIPMENT SHOWN (FANS, HOODS, ETC.) 4. ROOF ACCESS HATCH. SEE 5/18.1 0 ON THIS DRAWING ARE FOR REFERENCE ONLY. 5. CRICKET OF RIGID INSULATION B. TRIM TRAFFIC PADS AS REQ'D TO PROVIDE POSITIVE 6. EDGE OF CORNICE r-- - -- —� SHEET TITLE: fi DRAINAGE TO SCUI-PERS. 7. ROOF DRAIN - SEE DETAIL 9/A8.2 I I I ` I I I B U ! 1 DING " A” 8. RIDCc' 9. VALLEY I ROOF PLAN I 10. OVERFLOW SCUPPER. SEE DETAIL 9/A8.1 I j 11. OCTAGONAL SKYLIGHT I � 12. MECH. ROOF PENETRATION I 13. LINE OF CANOPY BELOW I SLOaE SLOPE_ 1 7 I 1 I T ECK 1 T CK I T T DECK I 1 - - 1 T DATE: SFPT.X%'-.-W%96 DRAWN BY: HMD ____ 12'-0'— >5-0" 9_9- 15-3--- ---- --- --..__ ---- -28'--10 ------ -�...-2 � CHECKED BY: TFP/R� 23'-4" SHEET -N 2 K � F FF . 1, 5 G C. 1 G.5 H ? J �• _ i 1 V 0A2 * 3 ROOF PLAN i 4 _ I PROdf«T JOB NO. 296044 NORTH I r - -_ _--- --� 13010 S'N 0„6'Pww� IIT 96-0047 PLPA 96-1/337 4 of 25 PUP 96 052? IS�tJED FOR 91-OLL PERWA�'- '':Pl i:AABER 18j_19983 c IF THIS NOTICE APPEARS CLEARER THAN THE OCT 8 1998 DWAIMFNT,THF DUCIIMF.NT IS OF MAR6111 AL QUALITY. 511CROFILM E Iia I)Ill�lll�l�i I�I�I�I�IIi;I 1�111;1�1�1�111 11111�l�11111 1�l�l�li1�111 1 MITI 111111111111 IIIIIIII11111'f 11111lI�tli�i 1111111f111111 111111!(1 1) II,IIII�t�ijl1 �e�cw molt w.uw► Inllnllllnhlil IIIIIIIIIIIIillllll IIIIIii{I Illllllii IUIllili IIIIIIHI 1lI11111111I IIIIIi NIIIIIiIIIlllhlll IIIIIIIII Illill!Ililllllllll 1111�N11 IHIIIIII iUl�il!IIUH(111n III�Ilift M111I111111N111 1N�R 111) lth; ,ilih� Hihl a3111lIt lii�llh titre I. . e s , `I�i1 �Y 1M01i1111iYY111YY7r._•,•• • ••i""' . "rti�ir-'-•."`_ __" :.:••.. ,moi :.. ' .. :. ... ,.. s1.,.-..... .. '*' .. .. • e*.+R+A'Iww*�*n}0.741§A• T!+•a»n _ .. -... ... 71-1 l ,�' ► GEFCNWEDLEN ! 7 6 5 3 4 --1 A�--00- i T� SIM __ ___.___...r�..0•-- sa•__.�+,, __s._0._......_.. ?'-0- _ - - -- -_ _ _ 2525 SW First Avenue Suits 201 TYP. 1 TYP. Portland, Oregon 9720 TZt µ 31'-6• - - - -- _---- — - - - t5 GENERAL NOTES - - Phone: (503)299-6001 FAX: (503)299-6703 • !' --- - ---' -- ----- - -- ---- _ — A. ELF_VATION PROVIDED ARE REFERENCED TO FINISH FLOOR DATUM ' io El 11-- ----- - - El 11- --- 1_1 CJ - -- El - ---- --❑ B. SETUAL ALL GLASS AOTBE 10 INSU ATETIO TINIS 24Gl-ASS U.N.O. - -- -- -_- - - - -_- - - ---I j--- - _�__-� C. ALL REVEAL DIMENSIONS ARE TO OF REVEAL, U.N.O. OON T'�1t1CT10� CO. • 4'-0• '—e 1530 S.W. Taylor St. 1a r 17 7 TYP. I Portland, Oregon 97205 I' �,LL - -_.__ -._ ___ - __ __- _ 7 yp• Phone: (503)228-7177 FF _ FAX: (503)224-363'3 14-0 8 -- -- -- g -- -- { ' - --- TYP ---- -_ - ^-_ -_ HE.AQKEYNOTES -- _ -- - 1, PAINTED CONCRE7 2. • I a 7 - _E.I.F.S. CRADE E CORNICE STUDS CKEWE/Swo FINISH �- - - -- --- _. ----�t- - -- _- - - - _ - _ - - - -- --=_ -- - -- 4. E. F.S. OVER METAL , P.C. i 5. PANEL JOINT and � /� Tom• TYP. 0660 S.W. Banc-oft Street 'rot-ON , --- - - - - - ------ -- - - -- - ----- -- --- -- - -- ----- - 7. RECESS CONCRETE 3 g 8. EXTERIOR LIGHTS P.O.6. CANOPY Boxod, Oregon TYp, g, 9. ROOFTOP MECH. UNITS Phone: (503)224-9570 739 1C. REVEAL. FAX: (503)228-1285 1 WEST BUILDING ELEVA"nON 11. 1'-0"xt'-4' OVI`'RFLOW SCUPPER. SEE 9/AB.1 12. i'-6"x1'-6' BY -X DEEP RECESS CONC. A3,1 1/8' "-0' 13. ACJUSTICAL LAMINt.TED GLASS Cl-Al/Structural E_ _nginesr _ � 14. TRASH ENCLOSURE - SEE PLAN BVWEE" 15. j' REVEAL SEE 7/A8.1 17, AR REVEAL ANO (SEE ALUMINUM FRAME 0690 S.W. Bancroft Street 16. ' REVEAL (SEE 6/A8.1 P.O. Box 69039 3 4 cJ 6 7 i8. PAINTED ALUMINUM FRAME Portland, Oregon 97201-0039 Phone: (503)224-9560 Z FAX: (503)228-1285 3. S, 9 TYP. 1' 4 Landscape Architect I 11_ 'D TYP. ` Ill S.W. O ST• T _ �� Suite 200 Pwtland, Oregon 972.04 Phone: (503)228-3122 ' ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ f� ❑ O — -- -- ---- - _� --- — ---� �- —- ---�- - - —� - AAbcxiet WLL1N�L 0�N A&MITO 10 841 10 - - 17 - - -_ Portland,1 Oregon 97207 TYP. T Phone: (503)222-7007 I FF 8 -- ------- - -{- -- - - - ---- ---- - - - ��a �I TIP. ♦ 4 _ 4 - - •-- -- TVP. -- ----- - - -, • 15115 S.W. Sequoia a wa' --- - - - - - - - - --- - Sults 150 . 1p� Portland, Oregon 97224 'w �1)7 Phone: (503)6$4-0657 I PROJECT: FF ' 3 �'• 13 1 � 2 EAST BUILDING ELEVAT?ON COLC�NIA.IL As,.i 1/8•m,. PACIFIC --� _- -- _ LEASING C 9 TYP D 2 E F 1 G 2 H J K A 3. TYP. 2 13'-10' T r TVP. 37'-0' EQ. E0. I — - Z / AOD TYP. TYP. ! 11 31'-6" ~' TlWIO FINLUYAW 10 � I a'o �� ❑ ------..._-__ -- --- � --- --- -- i1 YP. -- -❑ - --- ❑ ❑ YP. ❑ ❑ 10 - ❑ - - ❑ ❑ , OREGdN e -- - --- --- -- - _ --� HEAD - 1 --- 1 - - - 1--- - - �- -l- - - ' OF io 1 5 - —- 13 TYP. 17 ' • MACKENZIE/SAITO & ASSOCIATES,P.C. ro 1996, ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF .. FF � _ j .s _ — _ yp'---- ---- M.ACKENZ!E/SAITO k ASSOCIATES, PC --- - --- - -- - - -- _--—__ .. - - -- - _--- -- -- - -- --- — _,_ — —�.. AND ARE NOT TO BE UXD OR REPRO- T14'- 0 - - ____ - - ----- - I 6 DUCED IN ANY MANNER, WITHOUT PRIOR in —- - -------- T -- --- ------ — -- — -- ----� — — — ---- WRITTEN PERMISSION _ !! - -- - REVISIONS: AQ - - - ---- ------- - -• - --_ -- III II I REVISION EDITION ---- — -— I ----- - --- -- - - P� i CLOSING DATE f Oro l I I !E L �.. 1 -- FF - - - - — 0-0 0.3,/TYP, O ENTRY ONLY 1y TION 3 �OUTH BUILDING ELEVA _ �31E K 2 J � 9 H G> r E D 9 C 8 A 15'-0 13'-10' SHEET TITLE: TYP. - TYP. I II � 11 11 ELEVATIONS _ _ _ r _ 2-0 40 17 5 ---- -- 1 - --- __N - 15 --- T ---- - FF ---- - - - - -- - - - -- _ -- _ -- - -- - ---------- ---- - - ------- --- - ---------_- . - --- -- -- ---- - ------ __ c-----�.--_- cwt , 14'-0 a --- --. -- - - ------ 15 -- ---- - - 18 --- -- -- - -- -- ------_-_ - - - -- - DATE: SEPT.Ofi1},M%96 _ ---- --- --- -- _ - . ..__..__ -- - -- _^- ---- -- ------- -- - DRAWN 8Y. L WAD s HEA -- - - - _ -Y. ,,. -- - _T_T .. -.... - - ---- - -- --- - _-- - - - - - to CHECKED BY: T"pw —. — SILL. -- -- -_ •-- I - J -- - -- ---- - - - -- - - .. --- - - u __ _ - _..... __ - - - - --- E� g 8 A3 1 B. SH 1 TYP. I� '-' 4 NORTH BULDING ELEVA110N A NO. 296044 13010 SVV6BIh Pkwy SIT 96-0047 PLM 98-0337 5 of 25 .. FOR SHELL SEPTEMBER BLIP 98-0521 «,....-.r......_.,.......«..«,.r...r..._.......,.. .........:+....,,..:--.,...... ...-,... ..-.-...- .«.4,«.. ...-..,.._,. -,.............,........_.,....«+..Ir-•_..-r«......._.........�.....,..,. .,...,.»...,...,....—... .......,_.,...._.,............—... . ............ .. ,_..- .• .. ..»_.—._-_.......__�......_._ _.—......_.__,_..._..,,.,«..«:.`._..................___........... ......_.......,._ ... _..w.... ....... . .. _.. . .......,............,.., ._....-......__._. .......,«._...•.......,,......_..»..,..._..,.......,. . . . _.. _ -.... ........,.,.._._. _...--...... .. •, _...,.. _. «._:.»... .. .._. .... .... .. — ,,. .. - - -,.:.._.,,....:.....-... ...«+:«►v.,:t..wr..w..... ..u.....a»..+a .w.w.+« 4. IF THIS NOTICE APPEARS CLEARER THAN THE OCT 8 1998 DOCUMENT,TIIF.D,)CIIME14'f IS OF MARCI'VAL QUALIFY. MICROFILMED �liii{111111 ��i1i1i��;;;!o� ;f�l�l�{�I�li il�l�y�;►1�1�' �I�iil���i �ir�r�i��1�fi i ifi�E+i�il�l �1�1 1�� i;�;�lR��ir }It!� ' fill Ill] ii�Ak IIIoII wsa'e allsr► 11111111 1111i41111 1111111n�i�jd111i 11s�u'a ui 11!1111111111111 nnhnl 11!1!11111111!1111 nnlill�nld:.nlin�lim In;�nll�inlllrll,I,IIIII171111 Jn►lun luihn uir nllfnll mih lig mhn ludili inl�n all�i! nlhnr nnbm indnl urinv Orr - . ,:•.,,;::s.x:.x:mirtii.+' ��1}' -'='mow__ ._.ri•�nauaiusu,.:�: •tbttin.u,: .. �•,. - -.. . .. ��� ern-.•n- +ws^.+rr•+��P!+r+,� f•.,.f•,..r„ 119A�. *^'v'c'^+n•+nor..r.n.wR•"m.fswFevvF�•+R7s,fwcr.►• �n1�nf+ .. ...... IIRSAA4T.�" Ta1R°^R.""p r. _ .. S k TIM i, .----. --------.--,.__.___ (2) PT 2x8 f ----•------ CAP FL..SHINIi GERDWEDLM 1, 0 r rr PT 2x8 Q PT 2x8 Q -� i--- CAP FLASHING PT 24 Q -- CAP FLASHING -1-TP LATE LATE �-`--------- CAP FLASHING \ / 37'- J' 1 �0 --- 2'-0 -- ,�-- 2'-� --�2f_0. Sults 201 �` 2525 SW First Avenue ,' . .• • 1` � - - -- �` Portland, • .. ------- I- I -- Oregon 97201 � T/F>L.�TE T/PLATE T LATE Phone: (503)2119-6000 '•� •'� -� FAX: (503)299-'370,1 • EA. CORN •• "' 00 - • _...-` -- » - -- ----- -- N I ,V EIFS CORNICE I N R&H EIFS CORNICE + I EIFS CORNICE 1O I 10 --- ------ - 6. N N b N ,lo N e VONf.7 fM.''1 ION CO. ALTERNATE F'-2. '�.,; '" I I •� I 1530 S.W. Taylor St. BUILT-UP BUILT-UP BUILT-UP - BUILT--UP Portland, Oregon 97205 ROOFING T'-8;'•. ROOFING - ROOFING 1'-2 ROOFING 1 �" ~ _ � � / _ / _ Phone: (503)228-7177 • . . ., --- -- ------- - ------ -- - . - - --------------- - AX (503)224-3638 FAX: •' ` / I R�VEAI ALTERNATE REVEAL ALTERNATE ' REVEAL ALTERNATE • " •- I 3/4" REVEAL (SEE 7/A8.1) +I ONC PANEL - CONC PANEL --------- �` ' • 1'-6'x1'-6" RECESSED AREA 6'x1'-6` RECESSED AREA `+ (3/4" OFEP) a �3/4' DEEP) 1'-B`x1'-8` RECESSED AREA WICKM �/��'O •1 I (3/4 DEEP) Wid r 8 AIl.1 'r A8.1 6' METAL STUDS A8.1 0690 � r P.C. I (NOT PRESENT AT SIM GOND.) 0690 S.W.. Bancroft Street •, F "� 9039 3/4" REVEAL (SEE 7/A8.1) Ind Or 97201- ! _. 1FS -- - P.O.PBox Oregon 0039 3 5/8' METAL STUDS • ;:. 3/4` REVEAL (SEE 7/e+,8.1) (NOT PRESENT AT SIM COND.) Phone: (503))24-9570 t.4. 3/, REVEAL (SEE 7/A8.1) r, " ' •' FAX: (503)228-1265 W/ R-13 BATT INSUL •'• ' REVEAL ' :: -- - - REVEAL - - EA 3 5/8 METAL STUDS I , I REVEALS " 3 5 8" METAL STUDS II " I 3 5/8 META_ STUDS Civd/Structural En Mesr .• / 7��A 3/4' REVEAL (SEE 6/A8.1) O 2-0 OC 11 o O 2'-0" OC 11�w 10 .f 2 O 2'-0" OC W/ R-13 BATT INSUL AS,1 + W/ R-13 BATT INSUL - 0690 S.W. Bancroft Street M. • W/ R-13 BATT INSULREVEALHEAD r + P.O. Box 69039 Portland, Oregon 97201-0059 -3/4" REVEAL (SEE 6/A8.1) I .+ .. � I �• I Phone: (503)224-9560 L !HEAD HEAP � ' . REVEAL FAX: (503)228-1285 HEAD - - - - - - •-ALUMINUM STOREFRONT I ,�,•, 3/4' REVEAL (SEE 7/A8.1) Landscape MACY A act SUSPENDED ACOUSTICAL WINDOW SYSTEM SUSPENDED ACOUSTICAL SUSPENDED ACOUSTICAL SUSPENDED ACOUSTICAL 111 S.W. OAK ST. C'E'ILING SYSTKM CEILING SYSTEM 11 CEILING SYSTEM CEILING SYSTEM �' Suite 200 11 to AS.1 I SEE ELEV. FOR GLAZING - e9 } AS.1 �� N I I ' Phone. (503)22H-3122 Portland, Oregon 97204 SIM iv � Arborist ALUMINUM STOREFRONT I q REVEAL REVEAL I REVEAL '�orisV1 L 04lIEi�l WINDOW SYSTEM - -- - I -__ __ A�C1ATEB N ALUMINUM STOREFRONT IFS PILASTER BEYCIND P.O. Box 641 WINDOW SYSTEM NOT PRESENT AT SAI A GOND. I I 6` 20 GA METAL STUDS. Portland, Oregon 97207 I SEE ELEV. FOR GLAZING � ) ATTACH f0 CONC PANEL W� Phone: (503)222-7007 SC. EE ELEV. FOR GLAZING I I W�(21 .140 0 POWDER DRI,EN ANCHORS AND (2) #10 S.M.S. Surveyor WEMAXE k i' b I I I 5/8" EXTERIOR GRADE GYP BD 00NO LTANiB�M o� v I i 15115 S.W. Sequoia Parkway, M Sults 150 18 18 ' • EIFS Portland, Oregon 97224 I Phone: (503)684-065* 1 AS.1 AS. ! PROJECT: - _- \ SILL SILL ;`• I REVEAL ' 3/4" REVEAL (SEE 7/A8.1) . f I• f 3/4' REVEAL (SEE 7/A8.1) N C-4 ! COLONIAL COMPOSIT CONCRETE/ 14 COMPOSIT CONCRETE/ C(N'POSIT CONCRETE/ COMPOSIT CONCRETE/ I I 90 PACIFIC METAL DECK, SEE A8.1 METAL DECK, SEE � METAL DECK, SEE METAL DECK, SEE ' STRUCT, ' 3/4' REVEAL (SEE 6/A8.1) STRUCT. N S1 RUCT. 6� " iv STRUCT. �' LEA ' 3/4" REVEAL (SEE 7/A8.1) q REVEAL � I OL 14'-0' SILL OL 14'-0" .. •, .: - - - rk REVEAL - 14,'-0-" 4 1 -- -- 14'-M I I -CE REVEAL T FTN, FLR. T FTN. FLR. •�r•• i ' riry• rug• o "" 3/4' REVEAL (SEE 7/A8.1) I REVEAL'- REVEAL - --- REVEAL '. 4 , •�� TAIOO FULIIYAMA -- . - 18 I 7 ,� I I • 8.2 M M I • . ,A.' .'.,•r -v !.. �• 3/4` REVEAL. (SEE 6/A8.1) . '�• � '� 2267 3/4 REVEAL (SEE 6/A8.1) yr 11 •• / / \ I "•,'�. ---- - - REVEAL RE_ AL �r' I �MACKENZIE/SAITO & ASSOCIATES,P.C. . . t - tV N 1996, ALL RIGHTS RESERVED • THESE DRAWINGS ARE THE PROPFRTY OF •, I _ _ / ` I \ o f I MACKENZIE/SAITO k 'SSOI RTES, PC 1 I { AND ARE NOT TO BE TSA D OR REPRO- HEAD 'a _ HEAD HEAD `� I REVEAL OUCED IN ANY MANNFI', M111aIT PRIOR " i wP.ITTEN PLrtMISSION -- - - - - - - - - - - _ 3/4' REVEAL (SFE 7/A8.1 R RFVISIONS: / ) SUSPENDED ACOUSTICAL SUSPENDED ACOUoTICAL - EIFS SOFFIT SUSPENDED ACOUSTICAL 11 is CEILING SYSTEM CEILING SYSTEM ' I C4 CLOSING IE CEILING SYSTEM A8.1 cv I I 'n N - - CONC PANEL BEYOND REVEAL I I RE L 3/4' REVEAL (SEE 7/A8.1) 3/4" REVEAL (SEE 7/A8.1) 3/4" REVEAL (SEE 7/AB.1) 3/4" REVEAL (SEE 71AB.1) `D I EIFS I I N • _ o I o I f �•1 -3 5/8" METAL STUDS 18 I i SHEET TITLE. O 2'-0" OC A8.1 3 5/8" METAL STUDS W/ R-13 BATT INSUL_ O 2'-0" OC ;'.' I WALL _SI_LL_ SILL W/ R-13 BATT INSUL REVEAL SECTIONS t .` REVEAL (SEE 7/A8.1) ` - -CONC SLAB - ONC SLAB • FREE-URAINING REE-DRAINING I I I .� 4 GONG SLAB GRANULAR MATERIAL I 6 1/ •• '� GRANULAR MATERIAL -FREE-DRAINING - -� GRANULAR MATERIAL -8'' GRAVEL M014NG STRIP ` GRAVEL MOWING STRIP + 0'-0' F(N. FLR 0'-0` _ FINISH F1 0'-0' _ _ FINISH FLR 0'-0' FINISH FLR -- ..,�� �.�- -•� Vie. 7 FIN, FLR. Y FIN. FLR. - - 4x PT EDGE BOARD F� IN• FLR •• - 4x PT EDGE BOARD FIN. FIR. • . ti• r .'t c • o bSEALANT BATE: SEPT. 19 1996 �$yS�. 3 s+b poD ( • ! DRAWN BY: �n6 LGroo�gQv � � . . ' �1�� ai+nL�nvCn�phv� '•+ �1�►� - .n [�,DYna!�af r%'7W:::_4x PT EDGE BOARD �r CHECKED BY. PPA/TF "• • 9 CONC FTG FOR METAL `H •' -' FNDN PLAN FOR - FOOTING - SEE FNDN PLAN FOO 11vG SEE STUDS AND EIFSOL SHEET - 2'-6" SIZE k RFINF . - 2'-6 -_ - 2-6 �' - 2-6 I �_��" - � � � FOR SIZE A: RFINF " � • , ,•. ' 'f T/FOOTING +•.' a 7T'"FOOtiNG ..� �. T/IYOOTING TYP UNO ., ti ,' ' �'; '.. TYP UNO •• : .. . .. TYP UNO .t •. .. TYP UNO *•.; •. ,• .t .,.y .• '. . .. .• ,. I. .•a + • r ;a�;,'..•;�j,.i...A..i�w.,.R.�• !;,• ,p1i;,�,,,R �;,>�1n„S,.h �.. ..�,..w�,,;;:. .,R,,,�.,,,'. ••�,II:.:+wR. �.aKi: .t.,.::r I 'fA•"•'�+•''t.'-. +•.-a�--ni+.+:.�..7.-�..�,�.�,.AI:..•.•r •� A3 . 2 �- NATURAL SOILS OR STRUCTURAL FILL �_ NATURAL SOILS OR STRUCTURAL FILL 1 - __.------•rte WALL SECTION AT ENTRY TYP WALL SEC TION a TYP WALL SECTION WALL SECITON N►� No. 296044 (NORTH Ac SOU-fH WALLS) 3%4=''-0" (EAST do WEST WALLS) �- - 3%4=1'-p" EAST WALE AT EIFS PILA;TER 3/4 -1'-0 UPI109 SW 68th Pk�ey sIr 9s oa7 FOR t MSR 19. VW PLM 96-0337 6 01`25 SUP96-0521 .-� -- • IF THIS NOTICF;APPEARS CLEARER THAN THF. (�('( g 1998 IKWUMF.NT,THF DOI UMiNT IS OF MARGINAL 9UALITY. MICROFILMED 1i�111�l1lllllllllll1�111lI Il11111�1lIlIII�lilll�lilll 111lI11�l1111II'1!1i1111j111 1111i1111li11 111111111111 111Jill1111i1 tlillllit11l11 11i11�111111 11i1i11�i11�ij ti i 111011 MAOI A11 CNS iIILuI IIIIInn nnIllnlunllnllln11n1I ullfilll nlllnn nlliiln i1nllin nllhnl Ilnlnilhnilnn nnlnn iullnll nninn nnhlu nnlu�I nuhnl Ilu�n� a+Inn unhnl ni�inlil• a�In II ah Ih+ nllnil u►am1 nnlillJ n' e n " i : .- =..,-...o.................«......,.....,.,.«... -."-►«w..w.+....`."+r+w'.,�,...-r....................,..-,+.--..-.+w v.. ..�..r..,.,.,..-.«.+...►«....,r.....�--..-..._....«+.-.�..�.............-.........�_...........-..........._.,.-..r..r.............�..»..�.....�...,... �...._.......-...........w....Y...,....n,-...,..,•..1L..._...,......-_,. �,....—.r.......-...»....,..............w....» .......,.,.�.w.'rr.w...+ w."«....�...,...+"..�.�..... - ..•.-.....�_,.....,..__...,._ ....._.........._.........................,.....,........ ..-....�.«..«.._._ ..-+.,.-�-,..w...«....."wwww•..!+r+ir+n.r ..._.. _.....r. .�.................,.�......-....»-..,....».•-.f.."-.......- ..,.._.......-...................,....... , y _ i — CEFU+ICDL EN c HEIGHT TO HIGHEST PART - - _ I- -- -' off WHICH IS ESSENTIAL TO BASIC — - -— --- - --- - - - - - _-_ ___- - _ _ _ _ 2525 SW First Avenue COWAW USE OF I.CE•S50RY � � 13 Suite 201 - w ] Portland, Oregon 9%201 2 7 is 15 i I - 1 tf I Phone: (503)299-6U00 b J- " " .� - - I _ 14 I 2 � � FAX: (503)299-870.!L __ - TYP - 2'-9" - 3'-0' 3 0 3 -0 YPI2' 9'_ 2 -9�' 5_ 3'-G" 3'-0'' 3, 3., 0" T 8 8 18 a o - - 8 8 I o is _ - ] 1 - - 14 12 7 I o o ) 10 12 R&H , I co. ~ 3 I 3 � I� 1530 S.W. Tuytor St. * — - w _rte- - 14 a Portland, Or 97205 _ C , W 2'-0" 1'- 3'-0" ( I Phone: (503)228-7177 ACCESSORY - ACCESSORY ACCESSORY ACCESSORY ACCESSORY -= 1 I I1 GpEM1 RECESSED ROLL B 5EM! RECESSE C SEMI RECE D COMBINA T T * E COMBINATION - - - _ FAX: (503)224-3638 APER TOWP.1. DISPENSER, WASTE RECEP ACLE COthBINATI TOViEL JON 07LE T ' b SEAT COVER DISPENSER/ TOILET SEAT COVER DlSPENSR ASTE � •-f1" I -- RECEPTA SANITARY �1APKIN DISPENSER, TOILET - 10 ,�-_ - - �� 10 DISPOSAL/ TOILET TISSUE TISSUE DISPENSER n 4n I DISPENSER `r I - M o I � — 1 I = - OUT'I ETS ( M 19" I o r I MACKENZE/8AlTO l I end P.C. Q I 10 a 0690 S.W. Bancroft Street ENVIRONMENTAL. I M WOM N CONTROLS i o :n WOM N t 9039 Por 9d,� Oregon 9720'-0039 SII o - �lc N -- Phone: (503)224-95'/0 - J 10 I 10 o FAX: (503)228-128,5 _ M s { F ACCESSORY _. G LAVATORY H DRINKING FOUNTAIN - SWITCHES AND OUTLETS o VEND/ NAPKIN "PON DISABLED ACCESS Civil/Structural Engineer N B Nr:. \ O 0690 S.W. Bancroft Street 1 P.O. Box 69039 I \ 4 I I 4 dC 7 Portlond, Oregon 97201-0039 3 Phone: (503)224-9560 FAX: (503)228-1285 5'-0" I 9 oh ,.1 1 ' 7 o LLann�dsscaappe��Arr�crhyiitect to < \ on 1w, ' 7 to I 1'-E" -� I c,'�` 1,.�- v po 111 S.W. OAK ST. "h o '' \ III - EQ - " 3'-0" (� 31- wi Suite 200 Nh v �.h N -- 3'-0" 3'-0" EO Portland, Oregon 97204 \ I Phone: (503)228-3122 TYPICAL DISABLED ACCESS STALL `L WATER CLOSET , M URINAL N DISABLED URINAL 1�-6' Arborist To WLLM L O'WEN 1 TOILET ROOM ACCESSORIES AND FIXTURES_ _ TYP' 2 S _3, TYP 2 AfBe"7ffi 11'-2" P.O. Box 641 k 4. �IGUNTING HEIGHTS AND Di:�IENSIONS `- Portland, Oregon 97207 / t TOILET ROOMS — FIRST FLOOR TOILET ROOMS — SECOND FLOOR Ph (503)222-7007 �4- 1/4 =1'-O" Surveyor W®TLAM& OONRILTAM NG 15115 S.W. Sequoia Parkway, 12 — Suite 15C KEYNOTES I VOTEL7 Portlano, uv6gon 97224 1 2 g Phone: (503)684-0657 1.2. LO�ON,ESOAP DOP. WIDTH fSPENSER OF COUNTER PRO=TECT: I I I ( 3. 36' GRAB BAR , - T _-- — --- 4. 42" GRAB BAR ' 1 5. PAPER TOWEL DISPENSER COLONIAL 9 6. SEMI RECESSED WASTE RECEPTACLE 7. SEMI RECESSED PAPER TOWEL DISPENSER/DISPOSAL PACIFIC SOUTH 8. SEAT COVER/TOILET TISSUE DISPENSER 9. FEMININE NAPKIN DISPENSER 10. SEAT COVER DISPENSER/SANITARY NAPKIN DISPOSAL/ LEASING K�2� TOILET ELEVATIONS — FIRST FLOOR — MEN TOILET TISSUE DISPENSER r 1/4--1 -0 11, DISABLED SHOWER W/ SEAT 18" ABOVE F.F. • & GRAB BAR 33"-36" ABOVE F.F. 12. LOCKERS t 13. 3'-0' x 4'-O" CII FLOOR SPACE 14. ROBE HOOK AT 66' A.F.F. TYP. 15. ROBE HOOK AT 48" A.F.F. FOR DISABLED ACCESS 16. BUILT-IN CEDAR SLAT BENCH \ 7 _ __ 1% 2 I 17. P-LAM WAINSCOAT TO 4'-0" AFF WHERE TAM ID FUKIlYAMA INDICATED BY I - I I GENERAL NOTE ' A. INSTALL 2" NOMINAL THICK BLOCKING AS REQ'D i 0 OF SUPPORT TOILET ACCESSORIES, TOILET COMPARTMENTS, _ URINAL SCREENS AND SHELVING nIAACKF.NZIEISAITO 1c ASSOCIATES,P.C. 9 1996, ALL RIGHTS RESERVED 5, A4.1 B. SEE 1/A4.1 FOR TYPICAL MOUNTING HEIGHTS THESE DRAWINGS ARE THE PROPERTY OF FOR TOILET ACCESSORIES AND FIXTURES ND ARE ZIE/S T ro 1c ASSOCIATES,ORTES, RC PC DUCED IN ANY MANNER, WITHOUT PRIOR • +�� WEST AND ARE NOT TO DE USED OR REPRC- WRITTEN PERMISSION 3 TOILET EL AT1ONS — FIRST FLOOR — WOMEN REVISIONS: REVISION EDITION CLOSING DATE i 7 -- - I - A4.1 9 h 8' SIDE SPLASH SHEET TITLE: WEST A4.� ENLARGED r 3/4" PLANS AND SOUTH MIRROR —METAL EDGE M TOILET ROOM 4 TOILET ELEVATIONS - SECOND FLOOR -- MEN -P-LAM TOP, BACKSPLASH, FRONT 4. 1/4"61'-0" gA FRONT EDGE SEE ELEVATIONS ELEVATIONS ��� A4.2 _ SIDE SPLASH - RE71IRN AT A4.2 WALL -- 3/4 _ 7 — ~ --2 x 4 AT EACH FLAT ©AR SUPPORT - --S10PE A. EDGE DETAIL -- -�� 1MIRRUff- --- \, I 9 `a -- —' T----; 2 x 4 SEALANT DATE: SEPT. 19, 1996 10 (,'0 10 I _ DRAWN BY: -�' .B. 1/4" x 2` WITH (3) C3J i _ _ 6_ 6' 1 1/2" 1/4"0 x 1 1/2" LAG SCREWS CHECKED BY: PPA#-­---- �_-- �- �---.. .t� '�' N � -- TO 2 x 4 AT COUNTER AND (4) -SPLASH 1111!! EET -- - -- iv �• 8,�- = 1/2"I M.B. THRL' STUDS, F.R.F.19. rn A MIN. 'j SUPPORTS AT TACH END Ar ( 9 - N AT 2'-0' O.C. MAX. 3/4" A4. 90 --4NSULATF. ALL HOT WATER AND L7 •�H •1�E.S7. -- DRAIN LINES -- --- _ ZA4 * 1 TO MATCH NP-LAM ANT rn �---DOUBLE METAL STUD AT CACH ('5 TOILET ELEVATIONS SECONr) FLOOR - WOMEN FLAT Bel SUPPORT - -{ LAVATOR COUNTER B. SPLASH DETAIL 1301).iW 661h Pkwy SIT 96.0047 FOR REFERENCE ONLY "° 296044 PLM 96-0337 7 of 25 v- 1"s 1'-0" f SUP 96-0521 ` C-- _-�— IF THIS NOTICE APPEARS CLEARER THAN THE OCT 8 199b DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED ISI I�� �Itltit��l�l� �Illl�l�il�it I I�Tir�i�ljll� ! �I���+tlll�il I IIIIIJtltl�l� U 'I1i►llItllit tilltit�tllltl �Itlt�illl��� II�I�I����I Itllnn�nnhut nnhntilnllmt tnlitm uttltin rnihm unit�+I Iniluil nninn nniuu nrinu unhm nnlnntludnn nnhnl Ilnhnlhnl!nn unit,+,nnhm nnllui Inthnt mthly n+lni+ nthn ttnhut nthut istdml uuhln nnln e k IYi1WirWYfnlr , 1 71 {' ( _ - aBT0 bemb m_ 2616 SW MV Avw Suite 201 - — —_ I Portion{Qf97ZG Pone: DOS h • - - F (503)A"703 __-- I – -- –_— - CXX43TRUCTION CO.1530 S.W. 2 St Portland. Oregon 97235—iiLL I Phone: (503)228-7177 FAX: (503)22.4-3638 , WICKENWIRAM I Wild ASWC, P.C. 0690 S.W. Bancroft Street P.O. Box 69039 Por+lond, Oregon 971201-0039 --------- Phone: (50.5)224-9570 ---__-- _ FAX: (503)228-1285 Civil c�turaI En sneer A STAIR #2rp STAIR #3 �711/4"=1'-0" 0690 S.W. Bancroft Street � P.O. Box 69039 I Portland, Oregon 97201-0039 Phone: (503)224-9560 FAY,: (503)228-1285 1--14 GA CLOSURE ANGLE Landscape Architect WAt MACY J('' CLOSURE �'s ~ S.W. OAK ST. 4" \\ 111 Suite 200 Su 1 STAIR 5TRIN !- Portland, Oregon � LANDING SLAB HAhDRA1L \ - Phone: (503)226-31 1 I" TYP- SEE 7/A8.4 TYP 11" Ty F 1 1/2" OD HANDRAIL 12" ® STAIR 1 v'' ; SEE 7/A8.4 TYP \' w HANDRAIL— _.— L — SEE ?/,48.4 TYP �— Arborlst -1 SIAM L.OWR 11� ♦ . '. 012x20.7 W I /" / \ �. L N� 1/4" x 4" STEEL `c P FIBER REINFORCED / STIFF. \ CLOL'URE PLATE HANDRAIL 1'-0" Portland, Ore , 91207 CONCRETE FlU. AT I' AT EACH STRINGER TYP �% SEE 71-8.4 TYP '� ;,� 9a TREADS AND LANDI GS o / �'` \ L LANDING SLAB Phone: (503)222-7007 1 1" TYP. ----- L 11" 12" CONCRETE SLAB Surveyor� v • / �. --- -T. �� SEE STRUCTURAL g b OOIr>HU.T�'4ldT$WG. 012x20.7 STAIR STRINGER •. / - - � \� LANDING SLAB I 15115 S.W. Sequoia Parktvo TRIM i ;,� S� y, . -14 GA TREAD AND RISER PANS x• x 3` SEE 7/A8.4 FOR STRIFIGCR / ' '" Suite 150 TYP ------ / ADD'L INFORMATION Portland, Oregon 97224 SEE 1/A8 4 FOR 7- ! % SUPPORT STRINGER \ _ Phone: 503 cn 972 4 � STRINGER AT SLAB .•,. / „. ( ) • 1J�x1J�xj6x EACH STEEL ANGLE �1 / TYP AT EACH TREAD -"' •. 14 GA STIFFENER ANGLE x 1"� I THICKENED SLAB LENGTH - A STRINGER \''" ' ' ' ' '' "'"• Jr, �� SUPPORT PROJECT: 1' STAIR WIDTH +2'-0" M v : 'v • -4- CENTER ON STAIR / f •r v; L3x3x 0'-7 WP ANGLE AT STR�NGER�ASE' �,_ 1'-4 2) �l5 x CONT. RE 2 x2 xXaxCONT 1 112" EkPANSION ANCHORS A T� 4' C'C SUPPOR , COLONIAL SEE 1/A8.4 FOR TREAD CCVSTRUCTICN—TYP. SEE 1/A8.4 FOR TREAD CONSTRUCTION—TYP. SEE 1/A8.4 FOR TREAD CONSTRUCTIOA'—T`i'P. SEE 1 A8.4 FOR TRA — / TREAD CONSTRUCTION-TYP. PACIFIC TYPICAL STAIR TREAD RISER _ 2 STAIR AT BOTTOM LANDING N a STAIR AT MID—SANDING � a STAIR AT MID—LANDING � �►T Cr s AIR AT FLOOR SLAB 1 1/2 f 0 3j4"e1'-O" N 3,14-�1'-Q" 314--V-0- N3/4 "-W-O;"-W-0" N LEASING Tr,r / - TAM FUKUYAW 1J4" 4 00 HANDRAIL 4" (19- STD PIPE TYP) k k e • 1,, k 2167 —STANDARD HANDRAIL BRACKET FASTEN THROUGH WALL TO BACKING IDA of c --—� N USC 200- I PROV,rf BRACKET -t- I A8.4 �— I ©MACKENZIE/SAITO t ASSOCIATCS,P.C. YANGS ARE THE PROPERTY OF �- A7 I:ACiI RETURN TYP. 1996, ALL RIGHTS RESERVED THESE DRAI _ MACKENZIE/SAITO k ASSOCIATES, PC AND ARE NOT TO BE USED OR REPRO DUCED IN ANY MANNER , Yg1HOUT PRIOR WkITTEN PERMIS,•^1i0N + I 100 FORM FOR 22 GA TIGHTKE V FIT SHAPE s I 8.4 �_ REVISi S:REVISION EDITION FACE OF WALL�'f`l \ _ i CLOSING DATE I STRINGER 00 STRINGER 00 BLOCKING TO FACE 1X" 0 1) 1 OF CONC. WALL U I METAL STUD -METAL STUD BTMJN. METAL STUDS I I — _ — RETURN HANDRAILS - - GYP BD - TO WALL TYP 1 1 112' v--- TYPICAL HANDRAIL ' �° 9 STAIR SECTION rio` STAIR SUPPORT AT WALL , SHEET TITLE: D ETA►ILS t DATE: SEPT. 19, 1996 I DRAWN BY: DTR w I CHECKED BY: PPA/TF SHEET A7e 1 , y 13010 SW 88th Pkwy 81T 0lt.M? FOR REFERENCE ONLY JOB "° 296044 �- _ -� I - _. '�3`j337 of 25 BLIP 96-0521 - � - - ------- ...........`_...«.-.,.................�..,......«.....-..........-w..,...........�+r......�,.......w.-1..�..:.,.. •,"w...•...«.........,..�.....r.._...•....«-....»...............«...........�................................,...... ..._....,,...........r,...w-....,w-.«v.«..+ r..,,_....-...-_.�._.._._....., ...._ ....:u>..., .. ..,..,... .. ... ... - .. I., - --. ._-..__.__._.._.___.___._-__�_.._-_....a_�..__.__.._....__._._._ - -- rAM� !l�! ..._.._....w....,,.......«�.............,....,..._rte__.._..�.....—............�...�....... .. .. r ... _ ._._...._. _..... --_ i - l�M�� 1.M�A NM i IF THIS NOTICE APPEARS CLEARER THAN 7 9E OCT 8 1S98 INCUMF.NT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED �I�l�Iil�lif �I�I�IiI�I�II illll�I�I�I�I I�I�I�I�I�I�I I�I�t�Iil�Iji 111111111 Jill 11!1ll 111111"1119111111111110911 11q I III III Mlpl MAOI w OIMT� 71 1 ttnlnli IIIlhtltltinlnllltniliHrlinllnN Ilrihiil iiilltill nlilSni Iilllilll IIIIIIrnIInIhIN lirlurl Ilrihnllllllhui uidnn unhniliuc!nllllnl�Inlhnilnil hnhn nlrlhi trll�ll i11�;�;liinrlitl In�MI min Illihin Igf�Ull nNll► W-A r. ' : P�•.. .. .. ,...... a,..i" .. .... ..:.:� —.. ,fir . _.. _�r�—,.0.._ .._.:..a.._.. .. •.u.:LY..,.u�.,'� .. .. � � .... .,� .• ..6SWL' -.::' �riY �al,. _ ♦,YA11tl .1R'Fxll9.eP�'•,kTw!+,!n.�.mawwlrme�nw.n..n-wnn7•rwwrrw,+fa�ownA�R+� ,.r+=ECCE_ d ,.a,w+w.�.wAwl�.w.► I , V I MEOIAN!CAL EWROOF NATO1:PNENT �\ � - E1CMCy (1pF'&Il ROOF HATCH Pis S+ 2525 SW FYeI Avenue CONT. 1NA70 NA1lEP- -- - -RIGID INSULATION e e - --- Suite ZOt Y1"DIANICAL EQUIPMENT � i FAX: (U, 0'299- 97201 -FLAT BAR RAILS ("'hone: 'NO3)299-&100 1 IET4l PIPE /'-- METAL COUNTER FLASHING- u o {S' x 2" FAX: (:;03)'289-870) •-� CONTINUOUS SEA.LA T CONT. WOO BLOCKING SCREW ANCHOR W/ NEJPRF.NE DEFLECTION CONN. r WASHER AT IY O.C. -COUNTER FLASHING z A COUNTER FLASHING---✓NAW BAND l _ CAP FLASHING •e -LIP FLASHING a - 1- -'K• TYP. e RUNG MECHANICAL EQUIPMENT c PROVIDED, p METAL HOOD HOOD CURB - SEE MECHANICAL BUILT-UP MEMBRANE ROOFIN -BUIL"i-UP MEMBRANE ROOFING o LADDEp M+QR R&H CAP FLASHING '2TI(M CO. w 1530 SW. To11ar St. -----LLAV SLEEVE AND FLANGE a 1/4' x B' x COST. V° v ui w ems . Portland, Oregon 97205 y2 - 4 SIDES OF STAIR HA TC a o �e w Phone: (03)223-'7177 14 4' BUILT-UP MEMBRANE OPENING A,2Ln.1�pMeM,vxfl*Iee..2N We rc FAX: (03)224-3838 /i--BUILT L- ROOFING MEMBRANE - \ ROOFING e > �--6'STUDS C- MTL k ILi Li L4 J STEEL LADDER z W - - \�2`F BT W(�yPLAjE.3/SLAC• l I �\ BOLTS . / REO'D. RIGID INSULATION • \ CASE= P. . `�_ STEEL BEAM-SEE STRUCTURAL lFld pL88OC. P.C. I - -METAL DECK COORDINATE W/TAECNANICAI. \ p 7" o O i CONTRACTOR STEEL �� 11990 S.W. Bancroft Street a A P.O. Box Oregon r Wi- ParUand, Oregon 97201-W39 �__ ROOF DECK -: PLATE 'x 2'x4 Ph a- (503)224-9570 -�' MTN 1/2'e EXPANSION FAX: (03)228-1285 ANCHORS - Pipe Penetration Detail �Mechanical Curb �ROOF LADDER HATCH 4 MECHANICAL CURB G.e,��ral En *; HRi�iO —o' 1/2'-r—o' /z' —o' s F- (7ROOF ACCESS LADDER0590 S.W. Bancroft Street I P.O. Box 89039 �(-nRE TREATED PLYWOOD 1/2' 1'-0' _ Portland, Oregon 97201-0039 (FASTEN TO a W/ SCREWS) ^ P!lone: (503)224-9580 V 16 GA. CLEATFAX: (503)228-1255 • f2y CAP FLASHINGFLASHINGGYP BD —12 --4. PT TOP a W/ -X"e AB Landscape MAC;t.at AT 48' O- COUNTERSUNK 3/4' ,-TRE-TREATED PLY. 3%' MTL STUDS W/ R-11 111 S.W. OAK ST. W/ MIN 4' EMBEDMENT FASTEN TO C W/SCREWS BATF INSULATION Suite 200 CAP FLASHING W/ SNAP CAP MSHING Phone: (50328-73142 • FLASHING EACH SIDE GE METAL L. -EFS PARAPET MOLDING SFE A.3.2 STOREFRONT STOREFRONT GLAZING WILLIAML � b .SEE SHEET A3.2 SYSTEM ANIMATES E1 -METAL FLASHING \HI 641 'e I .2 . 12 BUILT UP RDaFNG SYSTEM 1 P � PnrUond, Oregon 97207 MOW CANT Pone: (503)222-7007 / �_B� SHEETROOFING W/ Survgar MINERAL CAP ^ )1' MINERAL BOARD o OONRwl • I SEALANT EA. SIDE TYP. RIGID \« RIGID INSULATION 4 15115 S.W. Sequoia Parkway, Sui--- Porte 150 Sb j PortlanQ Oregon 97224 Q0 in Phone: (503)884-0557 METAL DECK11 1'-0' x V-4r BLOCKOUT Q Q �0 FOR OVERFLOW SCUPPER _�4• 3 4. 3.. LEDGER ANGLE I PROJECT. ,Y- [ SEALANT SEALANT & BACKER ROD FASTENER UI�CdiC. PANEL) I CONIC. PANEL COLONIAL CCNC PANEL PACIFIC PANEL REVEAL 7 PANEL REVEAL ? s PARAPET OVERFLOW SCUPPER Io STOREFRONT WINDOW JAMB LEASING f/2'-1'-0' i 1/2'-1'-0' a 3'-1'-O' m a OCTAGONAL SKYLIGHT �c�V R-13 6477 INSULATiCN INSULATEI: STOREFRONT 12 8. SLE ROOF PLAN TA9q FUKOTA71 WALL TYPES PLAN ES Y GLAZING SYSTEM MI5 ALUM. FRAME y I CONT. SEALANT 2 TOREFRWLA T GLAZING SYSTEM GYPSUM BOARD VERIFY SIZE W/�ATED SK GHITT RED. Zw MCOUNTER FLASHING Ai OF p CONCRETE PANE. SOUND ATTENUATION SILL FLASHING BY — MECHANICAL EQUIPMENT � WHERE OCCURS STOREFRONT MANS. CURB - SEE MECHANICAL SET IN SEALANT SEALANT AND MEMBRANE FLASHING ©YACXEN7&/SN10 a A59.itlA1ESP.G JAMB MULLION DBL STUD AT JAMB - TYP. BACKER R00 z HOT AIR WELD THESE 9RAA%KS ARE THE PROPESTY as 1998. NL RIGHTS RESERVED I p p 3F QQ_fl a NID NtN NOT RI 9E USP Vn ! 10011 a .�}-F1� —SEAM CAULK MAN N➢E/SAITO A AS9.W..iS IS T 'C 5/8' GYP. SINGLE PLY MEMBRANE ROOFING WCE- IxWT R1NS9TMOHai rRlm a e REN51 NS °. 2 u ° GRIP CLOSM CAN -DRIP STOREFRONT ENTRANCE .. SEALANT & YE7AL DOOR FRAME METAL DECK tACKER ROD a .4J A' 3 (SEE STRUCTJ SO T ° • _ _ GLAZING SYSTEM { —STEEL RIM ANGLE - SEE I L - e A TORURSTRUCTURAL 1 WINDOW HEAD 6 rig DOOR JAMB >3 DOOR JAMBINDOW SILL SKYLIGHT SECTION 3'-1'-0' < HEAD SIM J"-1'-a' PROVIDE CONN NCUON EpUALLY SPACED, AT 4-0 O.C. MAXIMUM r 1'-D' ABOVE COLUMN SHMT TITLE: 1'-0" BELOW LEDGER OR (TOP PLATE) DETAILS % GYP. BRD. STOREFRONT GLAZING SYSTEM - 3,4" MTL STUDS W/ R-13 ' MTL STUDS W/ / 51[Y BATT INSULATION R-13 BATT INSUL ---3 %- METAL STUDS f. CONC. PANEL --CONCRETE PANEL STOREFRONT ENTRANCE ° -- _-- Sr G STOREFRONT GLAZING SYSTEM - COL. SEE STRUCTURAL _ cONC SUB 1N TLR[�R EXTERIORw Ile a PROV DE BACKER ROD AND SEALANT AT O PROVIDE WEEP HES MFRONT FACE AS REO'C pEDI17Rlp WALK-OFF MAT R. ,FAME HN DOOR - I l BACKEk RW EXTERIOR TYP p SEALANT & SE U.ANi _ _ _ - r BACKER Ru: z ' - - - � - DALE: SEPT. 1B, 1985 ANODIZED ALUMINUM SPIKE BOTTOM RAIL WEATHERING �+I ��' METAL SILL T STSEFl 17 TMP, CHAMFER 1r&"� BAOfER R00 DRAWN BY: DTR SUPPLIER SET IN SEALAh e U e THRESHOLD W/ SQUARE a. rrP. NT - �1'xJ{' CHAMFER BACK SET IN FULL MASTIC SWEEP _ -'A_•_ ��//r MNe 1 2 CHAMFER TMP. d N' MID. CHECKm BY: PPA/7F BED THRESHOLD W/ SQUARE .- �� p -GRIP ZX MAX BACK SET IN FULL ° 4 e $IFEF NOPE: -SEE PANEL TE IDR E 5 FOR REINFORCEMENT PT AND iHl('KNE55 1 CONC WAIL MASTIC BED -TOOL ALL INTERIOR EDGES OF CONCRETE PANEL I` �a PROVIDE BACKER ROD Q R-13 PATT INSULATION �<7 • AND SEALANT AT r'�.�. `l p v EXTERIOR AND INTERIOR, TYP. \ �?' A � • 1 112' SLA9 RECESS COORDINATE WITH MAT MFG, 1 NOTE: -SEE PANEL. ELEVATIONS FOR RCON RETE PA & THICKNESS III 11CIOSW9BNPk" SITfexu7 ' -iCOL ALL INTERIOR EDGES OF CONCRETE PANEL 1 SILL AT 3'-0" A.F.F. �P�o„; °N” _ 5 �A_ I '103 NO' 296044 i _�� n DOOR SILL EXTERIOR HM SILL OUTSIDE CORNER 45 EDGES �o END TO END KA6. 7 .1 -0 3 .1'-0' J 11.1 -01 FANEL JOINT 1 I -'A I PANEL JOINT r 1• 1 17z� 1f7 :_0 IFTHISNOITCE APPF.ARSCLEARF.RTHAN THE OCT 6 'm 1 INK fUMIENT,THE D VM"'119OFMARGINAL QUALITY. 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TS3u3X)j TUNE FRAME 1 3/4 ---CONI. SEALANT k FLASHING TYP. I I _ - _ COWAW TOP k BOTTOM C�.NT, SEALANT TYP. 2525 SW First Avenue i r._ �._ _ Suite 201 Portland, Or 97201 IZZ GLAZIN SYSTOREFRONT EM Phone: (503)299-6U00 I -- EDGE OF BUILDINGSLOPE Tal' TO OUTBID!: -'"�----METAL WALL PANELS � FAX: (503)299-6703 � —•- � 10 j SYOPE AT 2X 1 TQWIIRDS DOOR CONTROL JOINT HINGES `\ L _ -ROD k TURNBUCKLE \ SEE ELEVATIONS R&H I OPE INTERIOR EXTERIOR BRACING INTERIOR FOR GLAZING TYPE /��71p1 *�/y' WIC 1 fwJ�.7i 1 m CO. 1" _ ,I _ 1530 S.W. Taylor St. fYP. AT 6 CONC SLAB REINFORCED �` T I - �ERIMETER W/,�4 O 12 OC EA WAY �` - -*"0 CANE BOLTS Portland, Oregon 97205 CENTER IN SLAB -717 FOR EA. LEAF TYP �d — FAX: (503)224-3638 / -r I -----L 4x4xx x 5'-6" _ 1 I �r WA"/x16" DEFORMED x 2' x CONT. ._._ i • -. - __ ._._. -.�. � BAR ANCHORS O 8" O.C. (2) /5 x CON T. CONCRETE APRON EXIERIOEI l -- — _ , Ag 2 _ —�_ • ___, �� I MACK.EPOE_/SAtTO 2 3 CANE BOLTS W/ STOPS �' � _ ww A M P.C. AND SLEEVES EA SIDE 0690 S.W. Bancroft Street Ad.2 A8.2 • --_ 1)4 PAIR 6xV WELDING P.O. Box 69039 HINGES HAGAR 1850 LP 07 Pwtlond, Or 97201-0039 --- -►,iFE SLEEVE-EMBED 4" EQUAL, PAINT TO MATCH GATE Phone: (503)224-957 i r1`NENLAR`%'4j""ED TRASH ENCLOSURE PARTIAL ELEVATIOti to . , _ FAX: (53)228-,285 2 3 GATE SECTiJN �. _ ENLARGEC� IAMB _ 1VE_R`T1CAL MULLION 1 t:ivA structurre �, .� LINE 2 ) 1/?."-1'-0" 1/2 �1'-0" N MM�� MAWSW<',K Q 00 0690 S.W. Bancroft Street P.O. Box 69')39 Portland, Oregon 97201-0039 -- _ WALL AS OCCURS--� _ Phone: (503)224-9560 �� � FAX: (503)2?8-128ly J(' X 1-1�" EENT STEEL - Landscape Architect SECURE TO WALL W� wALKM MAC'Y }¢ 0 M. BOLTS SET I 111 S.W. OAK ST. EXPANSION SHIELD Suite 200 4'-0' O.C. MAX Portland, Oregon 0204 WELDED TO SEPARATOR Phone: (:,03)228-3122 j BEAMS AS OCCURS EXTENSION SLEEVE AS REO'D DOORFLOOR LINE —� �— CON( E-rE PANEL Arbcviet ! -CHAMFER BEYOND r y —3'-0" 0 DISH MCKT N 1 Tom' LEAD PAN P.O. Box (341 - -- -_- r -- SEALANT AND BACF:ER ROD BUILT-UP ROOFING SYSTEM Portland. Orc,Von 97207 TYP. STAB { ^JNFORCING— �---THRESHOLD ON RIGID INSULATION 1 CONCRETE SLAB � : w; �, � Q Phone: (503)222-7007 CRUSHED ROCK BASE- x CONC. PAVING -_- w2" SIDE RAIZ_ TYP.- _. ( '� 4 ** I4OLLOW METAL FRAME, Surve 4 RUNGS, PLUG N ;� . DR pUTED SOLID W/ RITEGRAL WELD TO SIDE RAILS 2- ac _ _-- O 1'-0" O.C. TYP. RE C�E Y 3 — OOWN&TAN'nt M r ( -V �— 1 ' HOLLOW METAL DOOFr I 15115 S.W. Sequolo Porlta�ay, t • c� BQ T? 70 AkGALV.) Sulu) 150 I —'� W�2 " A BOLTS dt W i' Portland, Oregon 97224 i ;? N TS. S CURE TO Phone: (503)684-0657 FLOORW }�" I — M. BOLT SET IN —_ EXPANSION SHIELDS •:+,■ ROOF SUMP RECEIVER PROJECT: (TYPICAL) ELEVATOR PIT FLR lJNE -UNDERDECK CLAMP .� . S .. . COLONIAL �. PACIFIC FLOOR SLAB AT MAN DOOR � � ELEVATOR PIT LADDER � e HOLLOW METAL DOOR F=RAME d rg PRIMARY FIOOF DRAIN I I 3/4"-1'-U" ala 3/4"-1'-0" JAMB SIMILAR i 3'-;'-0` 3"-1'-0" a LEASING Go ~' TAIIITQ FU(UYAMA r, 2 UM G— A ©MACKENZIE/SAITO k ASS01ATES,P.C. 1996, ALL RIGHTS RESLRVEL THESE DRAWINGS ARE THE PROPS"T( OF MACKENZIE/SAITO k ASSOCIATE$, PC AND ARE NOT TO BE USED OR REPRO- I 1 DUCFD IN ANY MANNER, T MN WITTEN PERMISSION 3/4" fir., REVISIONS: -----� 1 REVISION EDITFDN 1 - 1/2r Q CLOSING PATE v r _-- ■ r � r In I \ 2" i PIPE SI.OT EA. END A I` ` 'N, I� AND CAP PIPE ENDS EMBED SEF STRUCT. �STANDING SEAM W/1' MIN. HIGH I j r CONC. PANEL FtIB O 12" O.C. W/STANLESS STEEL FASTENERS CAST IN REGLET 1" DENS DECK SHEATHINGSHEET TITLE. - 4' CONT. METAL CUTTER SNAP CLOSURE DETAILS 1 r 1 1/2" X 4" OVERII -CAP FLASHING UNIT. SEALANT r ' r + METAL DECK 3 10 - PRO vTDE SLF.VE- ! .T. 1X6 (SHIM AS REO'D) bJ CONC. -ANEL FOR D.S. _ ' - O ---� ' o SEALANT0 o DATE: SEPT. 19, 1996 ar� o DRAWN BY: DTR ok CHECKED BY: PPA/TF _.--i i I STRUCT. SHEET �----` EMBED SEE•—,, 1 112' SYRUCT. - - -- -- - -EDGE Fl_ASHING -SUSPENDEf COIL COATED ROLL FORMED 8o2 SC=FIT PANEL 12' WIDE X 1" THICK �-� -- -- W,• CONCEAL ED FASTR,'ERS 13010 SW 68th Pkwy SIT 96-0047 PLM 96-0337 10 0/J5 6UP 96-0521 ENTRY CANUrY "39 No. - ----� � _ 296044 1 1 M 1 r -- - - 'T' AGA 0 I FOR SHELLSHELL = SEPT IF THIS NO"ICE APPEARS CLEARER THAN THE OCT 8 1998 M)('IIMF.NT,THI no('Uti1F.NT IS OF MARGINAL QUAI.ITN. NIIf'ROI''II,NiF,U r !�lili�i� ISI �� j�l�i�l I!� �I�I�I���I�I�J�'ilii,l���l�l� � ij�jijl�ijiji i >1r��!i�i��I� ���jt11���1ii ' ���!�fl�tT ��i�i���lj�il I���11►�If'I�f +Ilt� ,Ilii►�1I ' !!!I'1!I lllllllll ll!Ijllll IIII�IIIlilllljlNl 11L'jllll u!ihlnll! ;Inl�ulnn nIIL'►I!Ininlllm I nl+lt��. Indnn nn�nn nuhnl�ilulnn Illdnntnnhm Ilnhm nlinn mlfnn�mlrl a m�i IniIIII uilinn Indnn nnhil •IF',II IIIfr`'III .i {����. ....,,r,.; -'=y�ii`d�li�{1ii�YifilL—u - �_.'—``_. " .aiica .:.,, . . .mss "•.��.�.atioisi:. 10/01 14:41 1888 FROM: 503, 599029 TO: 2473 PAGE: 2 13/01 14:42 Igoe FROM: OCT 01 19Ej 02:i1PM INTERFACE ENG VEERS _! `` 603t 5619029 t0: 4 P.2/6 ,OCT 0j '96 0? 12PM INTERFACE 24 73 PAGE: 3 E% PEERS �" 10/01 14:44 i8oe _ Form 3a (O tp►ltal P.3i6 FROM: 603, 588028 Project Name: PQC t Form 70: 2479 Bu 6:� � 'Alt ` P°'g�: _•• Protect Name. 'OCT 01. 96 02 13'M INTERFACE E - PA0„=4 ZCC GENZIAL Pitres(,, IPP ,� __ 'c►���__.�a�� Ise. Panin. b11 - P-4/6 13/01 14:44 1996 FROM: rAT ZONZ 1 �`� "- Worksheet 3b(Conrd) P.4/E, 5031 508028 T0: 2473 (' `--- r t OCT 01 19614p iNTt- c PAGE: 5 Not --- Prpject NarnAZ,: r? ++Lt ENG PEEj25 � 1. Z:ceptiQas (S• otioa 13I�) Was _ R00j1' �j-rA�Tt��B _ . 1C 1 Page: ' P.S,6 C) No Envoi g p •_- Worksheet ae (cont.) GJ."l*I 1 �Compt »nta. The building tans do not call for new or altered buiktlrtg ernreklpe *`---'----- Projec:tfilamp����' 0 3-r? (a) -Cod-� '._ ` W�LL v"��� --~- - corr►poftents, e.g., way ;.floors or roof/�eilirtps• �i° • deIIeriC TO � Page:• d4lalpd►.4•t4bra all (31lu;np G 0 �/ ❑ A Non-condit1wed E ui(ding. 'rho pro(bseci str�cturt nbs rhe ° a++�p+rt or Wall/Insulatlon Type Uea (ts�zk)1p tau I n p� Gen apeoea heated or cooled tvy en bnn, Area Max ineurn ;.',• (U (�) (a) r HVAC system. ft (h� (^).{b) Fertor value CI{% f tiR Bea 1obW 3,for R - (� AlLIIIliIItiIIl i1 Eseeptions ❑ Exception. All new o aitered bulkding envelope cum I Mas m, I. x100 g �+• value -------- t•alfer Dpp+ Ofd y ,integral _ "MicJofinefa/and R•vakre olid components�.+o not comply with tha require- WOW r`' l^. ' rsi;' Extrrior �r SM a w �ri�nts of Sec. 1312, b It qualify for an exr�►ption. Note loose NIIz ; . •` : �. 'i. `''' •l• ;+.. Stud Ws1] (d) applicable code exception. ing oil 15 6 0.30 ria �darr and mous `�, 0 dam R n _ i; C3 t'1 Layer Oen• DetrM p-v, None oirp a; p Exception Pot ions of the building which qualify:___ P Section 1312, Mesal 1 eue�r��,. -�"- >krve ai,tar R- t:xterlor llorgonp.3-rr. �kftill3 :1076 A P'ea71- - - 0.21 na sae TA*3b br R- t'(.r.�L►ins f.�. t s values of rramkw 9urfdce 0.17 3 Masonry or concrete 1 108/4"of bulldrig irtsulatlon. "'�" wAntrior Irteut 1 maledala. -_0 R10�.d �� 5LI lible 3b br FiL A Alcrrn4tlan . Ai: teakase (S slctioa 131?.1.1) _ s 6 u.t3 or i i l�s„1e1,., .et .r '�.�,�o S"T a.,tb ibrNn &du O Cofnpll4s. Plans reyt re that 4 Masonry or cbn;roto 1 - _ Sas Table 3d,�R- '1'/4" . ofaki li a Air penetrat ons in the building envelope ar>y scaled and that windows w/conttnuoua e�,lerior i5� 0.30 or t a �8 48'110"'0' C� 3 �.am�y.r,d --�- - l and doors are caulked gaslte'4d or weatheratr�- irtsufation arrdln t Wool _.-_ . _ . ►sped.The tMens/specs show,cewIlance with thin - SWOM.,and 1?Ypaum want4aary - - ----- .�_ - •- apm- requiretnent on: --- B Masonry or corx shot D g insula mous exterior111.91 p O yy �+oea. ` Sae Tab*3d br R-- 2i r f tlfOCJ (Or 79 211/0 .�, 0.21 or 2.8 values o/alr a-- 0 Framiflg/ - -----_. 6 Frame^t G/ ��.� E rpacw. - -•-____�- __._ _ Ineuladon 9. 19mspwaded Ce! .las (Section 1313.1,.7.1) 7 other 3()% 0.13 or 13 lnterfor A►�- E G�"r" D Campiiea. The buikiir 1 plans do not call lora suspended ceiling 56parating conditioned spaces - Surface F%Iw, O•iil --_ '� --- - Wallboard 8 Below-grade 0.13 or 13 in!enor gyy from uncolldition9d 1. 'Total column(d) sµ ccs. 101" I na 0.11 or 7.5 Z3�� Sc,rtace Air O.tfB Fuceptiona 0 E=xception. The buildi g plans show a suspended Ceilingse Skylights - _ --- �_ linconditioneti palating conditioned spaces from (a) Z. U-tactor. Im--t the amount In Idne 1 1. Tours column(d) See ate„of spaces, ort qualihf for an exception. Note a See P.3•i i for a (b) O ad� Ppik:attle code exception. arscuss/on of P 4raments Qons ontg e, Section 1312.1.2.1, !~x option_ portions of the buil ►op°aedCo.ie 2. li-factor.Inver the a ebrrs on F.3 ro. ding which quality. SillY6yltts and Proposed Pr000sed _ mount in fine 1 ; r7fitrad smoke Component roof area sky,ight fra��rtllght Proposed Skylight Asaemb-` ----� s�nrs. (gross h� area(ft2) (c)r(b)x100 U-frtCter PO, ant U-factor `■ - - - - ° Skylights (Ma,-.) (fva) �. Recessed Lisb1 �l�ct>r�r09 (Section 1813,1.2.7) Other 5 2 •1_ °Y` I�� 6 "mss- gess Wali sic Compiles. The buildin 1 plans do not show recessed Ilght 4ixturos Installed In cdiNngs separating t)r0� O- t r(e) { conditioned spaces fro t unconditioned spaces.. (a) � -------_�.- -"'`�'�� R') (a) (d) -�-� (� -� Scodeea T>3ble 3fJ for R- Layer Oescriptkxt� Detail R-valuer ❑ Exception. IIeIIti Proposed values Sateeptiors p • The buiidir Fans require that fixtures installed In direct contact with insulation be sago.s rb _ 01�""'¢' Exterior Insulation coverage (IC rated.The plans/specs show compliance wifii this exceplion on: M1°"�1O" 6urface F''rl�•+ `(,(,',''i; p, See a dlacuesio,r o/ lfiroerglr 3 re fwa Co►►!i�neni U-factor R•val,te Max. Mkt q-value of - quarrfying e1 _�__- -_---- dbcusaicn of 0 VNlndows6 of assembly Insulation _ Seer Table 31b fa R- „ l Values o/ A -y- buddr,rg r tlorre on pi 3-11. � --- �__ ------ •-__ ______ °ec/rcvr Of y>d lona. Max.ahad(n coefficient:0.5 � �•tjj 2 �.5a - rrrarsrwls. -'- - .. ..._ 2. - - - _ 1 Doorse 8 60' tri ``- w ' See Table td br Rdor - �7f'�4c�? ®�� AG c a. Moisture Coati 51 (Seetioa 1312.1,.1) - 2 Moore --- A. o.20 SMTavalueble-V to, and Mrenor C "]�� -' T� "LIP ,r I. ❑ Compiles. A oris- m over uncondltloned a ccs N.A and ini _. ._ a pe vapor retarder is instatied on the;".arm side(in winter)of all rtuttear heated:.lab edges 0.07 ,�• floors,wails and ceilingg or i 1 . , and a round cover is Installed gland In the crawl existing buildings where insulation is Installed.The ane/ ��i`'Y both now and � Roofs 10 Z,1 � � 7.5 Val t} - rlcet with this r4 Glazed smoke vents 0.05 YLa CrtPP - requirentent on _ specs shave►the, or IS E l�Otrsti + - 1.23 `. Eateepfcioris 0 Exception. All new or -E • Rend building envelope con Minimum weight of masonry erw a icreata wale a I : douttle azed5 f See a dsaasabn retarder requirements o the code, but quality for an epxonenta do not Comply with the vapor s Ar oorer to be nued•let lasso so tuft or wen taco ansa. -- Interior ,+�tta oeptkln.Note45 pe :tint in oore6 must be filled wUh vermiculite or _ Surface Trl'+v� ;'�,'i�� aPp9cable code exception. Ba nines except borrd banns equMter,t fs insula hn. p ax�'R Section 1312.1.4, f:xcoi tion Portions Of the building which qualify: a rnual ontaln rtgio insulation be Ins approved for use in reinromed �; Batt inaulatlon Jnatalled h metal or good frame walls shall be Insulated Io It►o hill l_ 1. Total cokrrrut(d) bbrM on p.3.1 r. This value was cel to allow a dottbl masonry wawa. ��- s -glazed skylight with a 0.5 inch it daV a the ced. UIP to a tnchera In depth. -------- A '- ---------- -- This value was eel b allow a doubt •glazed window ��with orw palls nn,�, 2- �J-factor,Irtvo window with the parvo or better en, with a 0.5 trach air space.k>ry a ooaMng(e s 0.40) That rt the amount in kite 1 73 ' A tinted outdoor 11Y charoctarlsticy will meet tt>o otandard. window or any e pane satlsties this equirement.Glaal for mo ' SIT requirements. n9 nertandlss display is exempt from ehadl, _ _ 13010 SW 68th Pkwy 965OW7 s Thu U-factor Is a center of n0 ooeffkcient PLM 96-0337 11 of 2s leaf width of 4 panel U actor for an overhead door.The fol SUP 96-0521 fleet or la,S.and 2)c rarhead co±l door ��doors aro exempt 1)entry/exit dons with a ,cry p.3-15 for a discussion of app rod methods for inatelfltrg Opaque sn *e vents ere exempt h ,m U•faetor r slab-edge Insulation for h"W ttiabs-orrgrooe Wil - ,411 (1/08) eq errrents. Y�/ Forrrls 0 Wo lW11WIs 3-2 3-1 Building EntreUopg 13010 (1/96) PL4196-033 Stn PkKI, S2 of25FoMIS d! WO11�g/t Z SUP 96-0521 13010 SW 68th Pkwy SIT g6 7 3-7 (1/g6) _ PLM 96-0337 13 of 25 FOM`Si of M/O,+kShlg@�g � 10/01 14;45 1888 FROM: 5031588029 T0: 2473 PAGE' a SUP 96-0521 I30t0 3-5 . 'OCT' 01 1% 02 15PM INTACE ENr; PEERS- ir.O l0►'r12� 2.616 52 8 SUP th Pkwy S�af2�-50047 i Worksheet 3a (cont.) Project Name: P&Cts, Lett►til•llif - Page: 5 WALL -FACTORS Aluminum - - !a) (b) (a) (CQ Biding On Layer Description Detail H-value Stud all Sea TabM 3e for tr- --- --- _ Exterior �1'tg 61n,;:•eu�= 0.17 Surface Air �„•,u w tathjss of bsmkw A Aluminum C. Sae Table 3b for R- Air Vng valla Of allrmkt err -- g °'".plywood Spur e Shide rrg and C Sheaths gypsum womboard - - ^g See Tablo 3d for R- _ 0 Framing/ values of a/r '-� Insulation trpaces. -- _--,- E Gypsum Wallboard -- _ _-- in'erlor Sol - 0.68 Surface Air 1. Total column(d) 2. U-tactor.Invert the amount in line t Generic (a) (b) (c) (d) Wall Layer 138e y crfption ' Detail R-value See Table 3a for R- Exterior lm valuos of framiry� - - Sutlacv R't.M ' v..•, 0.1'7 insulation. i- 'Til -t►p See Table 30 for RA- valu:as of building v r 1 ✓ rrrarnrfa/a. .�,. ,.._-.._ _ f3 3 t`r►l , . See Tabia3dfor R- n values of efrte►ior r C vZ. 0 a,td inferf& surl2cos. j'f'�► -_- _ Interior - +4►R Surface ►1rr, i,•r' 1. Total column(d) 1 n.l� L 1.1-factor.Invert the amount In line 1 \da11 -r,,e. 1 1:,Oia SW 68th Pkwy SIT X16-0047 PLM 90-0337 15 of 25 BI1P 96-0521 iF THIS NOTICE APPEARS CLEARER THAN THE OCT $ 1998 DOCUMFNT,THE DOCUMENT IS OF MARGINAL QUALiTY. MISJROFILMED I I{I 1 IIii{ !�I{ISI IJ1J1 IJIJIJl�IJIJI I•!'JhJiJI�lJIJ!{I IJIJIJI�i�I�! � I�n1jl�i�ljl IfIJI���t�t{I'l l{I�i{I�r1lfl t IJiJl�l�lJl�t 1��1�r��'(�1{iS; t�'Ili f�lJl� `IJIJ��I ITIS MAtt>r NIt#IttM .r.r IIiJIN411111{till Ilii{illllllll{Iliilllll{Iwi iNl{I1N IIII{till Illltlll!IIll�rlll i!!iJlrtt ti!iititriill!{1111 iter{illi 1lNIllillllllllibr 4111{lilt 1111{11111I1IIlU! 111t�riN rr!{rNl IiIi( tt tli i+hllcti ttt��+ti illi t tn404111 11 rpt Idol of l _ i ToPuFm X ••'. _ -- - liAg l^ 4 EDLEN GENERAL s"r'RU 'Y'U Lr NOTES Y _ ��Q�/� t 2528 SW First Avenue ° ALJB E IA�\J Suite 201 Portland. O egan 97201 oesta+ G7RrTERu _ • .. •_ �_ -. ... .,. .. . . : - . ... 7. Ph 503 299-8000 Phone: ( ) ... _ .� STRUCTURAL sTLlzd OONOREfE LJWT GAGE STEL FN AAFFF ABOVE ANCHOR r FLOOR FAX:. (903)299-8703 A#T ALTERNATE L GOVE b" B...LOING CGDE: 184 UNIFOW BUILDiNG CGO& WiTH 1. ALL W-SECTION SHAPE'S 'SHALL CONFORM TO DUAL CERTIFICATION AND ASTM 1. CONCRETE MUSS SHALL BE DESIONO) BY A QUALIFIED TEST04 1. UGHT-GATE STEEL SHALL CONFORM T0: ALUM AINODihD AMEINDAIENTS AS72 GR. 5Q OTHER STRUCTURAL STEEL ROVED SHAPES MIL) PLATES SHALL ,OYfALORY AND REYENED BY THE ENIRNEl7t. YINIWUMN CH]AR>E A. ASTM A-410 GRADE D (Fy- 50 KSi) FOR le-GAS AND HEAVIER. ANDD `s =. GRAVITY LIVE LOGOS: CONFORM TO ASTM A36. AGGREGATE SITE IS 1 WCIL MIX DESLOWS SHALL BE SEALED BY A CiVIL B. ASTM A-44111MN GRADE A (Fy - 33 KSi) FOR 18-GAGE D LIGHTER. APPROX APPROMATE ENGINEER UC UISED IN THE STATE OF THE PROJECT. ARf3H'L✓ARCH ARCNTECTIIRAL ROOF . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . :le P L STRUCTURAL STEEL PIPE SHALL. CONFORM TO ASTM ASA TYPE E OR S. 1 AiL FABRICATION, ERECTION. AND ID NT97CATION OF LIGHT-GAGE STEEL. • AT R&f"'� (SNOW BUILD-UP IN ACCORDANCE NTH 104 UBC APPLE NDIX CH 16) GRADE B OR ASTM A501. WILL TEST REPORT'$ FOR STEEL PIPE SHALL BE 2. AGWGATL FUR NORMAL HEIGHT C,ONOWTE SHALL CONFORM TO ASTM) C33 FRANWO SHALL OONFORY 70 UBC SECTION 2230 AND ALS[ SUBMITTED FOR APPROVAL AGGREGATE FOR UGHTMEONT CONCRETE SHALL CONFIRM TO ASTM C33Q SPECIFICATIONSCON9117 W","BOTTOM OF S) PORTLAND CEMENT SHALL BE TYPE 1 OR TYPE I! AND SHALL CONFORM To ON BOUNDARY MAIL 1530 S.W. Taylor St. BOOR Be PSF PLUS :11 N'Bf PARTITION LOAD 3. STRUCNRAL STEEL TUBING SIAM GXNFORM TO ASTM ANIOa GRADE B ASTM 0150. 3 PROVIDE AU. AXESSORIES NO-OM BUT NOT L.IM IIIED T0. TRACKS. BTm BETIIEEN Portlmd. Oregon 9720'x' EXIT FACILITES AND UOPRIDORS . . . . . . . . . . . . . . 100 PSF (FY - 40 KF*. CX1P% WEB ST'IFI-ENDIIS, ANCHOR FASIENINC. UEVIdr:3 AND OTHER iMD BUILDING Phone: (503)229-7177'' 3 ADMIXTURES MAY BE USED WITH PRIOR APPROVAL OF THE ENGOMI R. ACCESSORIES REQUIRIED FOR A COMPLETE AND PROPER INSTALLATION. BLX BLOCK FAX: (503)224--30� S eEtsMa OFFIM BUILDING 4. ANCWe BOLTS SHALL Ot.,rOft TO ASTM A307. UNLESS'i NOTED OTHERW13L ADMIXTURES USED TO WOMAN THE WOWANUTY OF THE CONCRETE KXG BLOCKING SHALL NOT BE CONSIDERED TO REDUCE THE SPECIFIED MINIMUM CEMENT 4. INSTALL 191Ii11 MQ/%LOCCINO W UGHT-GAGE STEEL STUD WALLS IN INS LRAM SEISMIC ZONE . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. ,�6 Siwuo'rURAL STEEL GET'4L#4 FABRICATION AND ERECTION SHALL CONFIRM CONTENT. CALCIUM CHLORIDE SHALL r4OT BE USED. ACCORDANCE tYITH THE MANUFACTURER'S RECOMMENDATIONS AND AS BOT7 BOTTOM IMPORTANCE FACTOR i . . . . . . . . . . . . . . . . . . . . . 1.0 TO THE RISC 'SPECIFiQkT1ON FOR SIRUCJURAL --,M BUILDINGS - SHOW Ml THE DRAMRNOS MG BEARING BLtlLD:NG TYPE RW (CON(31ErE StIE/IIi WALLS) . . . . . r . . . . B ALLOWABLE STRESS LIMON AND PLASTIC DESIGN,' ION EDITION, WITH 4. COMIPREMVE STRt7iGTHS OF CCmNCRErE' AT 2d DAYS SCIALL BE AS FOLLOMIIR AMENDMENTS. AND THE AISC 'CODE OF STANDARD PRACTICE FOR STEEL FOOTINGS AND SLAB ON GRADE . . . . . . . . . . . . . . . . . . . . 3110) PSL 5, WELD LIGHT-CME STEEL FR/.MING CXIMMECTIONS EXCIPT WHERE SELF- CONTROL ' 4' • BUILDINGS AND 86TIO ES.' ION EDITION WITH AMENDMENTS. STRUCTURAL REAMS, COLUMNS, AND TILT WALL PANELS . . . . . . 4000 PSL DRILLING SCREWS ARE SPECFXD. E CENTER UNE JOINT BASIC WIND SPED . . . . . . . . . . . . . . . . . . . . . . . . . e0 MPH CONCRETE FiLL OYER METAL DECK (LIO NTMEGHT CONCiETE) . . . 3000 PS CF GEAR - T>o+oSE . . . . • . . . . . . . . . . . . • . . . . . . . . . . . . . . . . B e. OPEN WEB STEEL d>t3TS AND JOIST OINRDERS wr'r1H D40R BRIDOWG, BRACING, SLAB ON GRADE . . . . . . . . . . _ . . . . . . . . . . . ... . . . . . . 3000 PST a WEFDB SHALL CONFORM TO AMS Si'ECIFLCATIONS, WELDERS SHALL BE CSU oONCNETE MASONRY UNiT 11AA^M(��J!lwRO ; IMPORTANCE FACTOR i . . . . . . . . . . . . . . . . . . . . . . . . . .1.0 ENO SUPPORT AND ,WCHORAGE. AND ERECnON STABILITY AND HANDUNk, CENTIFff17 FOR LIGHT-GAGE STEEL 1MD01 AWS J•>IaECFICAIIONS. COL COLUMN REQUiROALNTS SHALL WWORM r0 THE APPLICABLE STEEL JOIST INSTITUTE S. MIXIN.% TRANSPORTIA AND PLACING OF COMCPIETE SHALL CONFORM TO CONC CONCRETE and A�M,pWT/,./y��� , P.C. STANDARD SPECIFICATIONS FOR STEEL JOISTS AND JOIST GIRDERS. LATEST AM 3D4R-B6 AND PROJECT SPECIFICATTLINS. AAL CONCRETE SURFACES 7. -DESIGNATIONS OF COLD-FORMED. LIGHT-GAGE ISTc`F! SHAPES REFER To LYNN OONAIEcnOFI 0890 S.W. Bancroft SireWt EDITION. TOP CHORDS OF JOISTS AND JOIST GIRDERS SHALL CONSIST OF AGAINST WHICH CONCRETE IS TO BE PLACED SHAD. BE THOROL/GNLY THOSE OE .JBED IN ICBn EVALUATION REPOR'r 443 OF THE METAL STUD CONST JT CONSTRUCTION JOINT P.O. Box 69039 ANGLES OR TEES CLEANED. LUTANC E AND STANDING WATER SHALL BE RSAOVM MANUFACTURERS' ASSOCIATION. CONT CONTNUWS AONOtAI ---� OOORD COORDINATE IPartiand, Or 97201-OC39 7. SUBMiT STRUCTURAL DESIGN DRAMNQr AND CALCULATIONS (BOTH BEARING 6. ALL REINFORCING BARS, ANCHOR BOLTS, AM) OTHER OO NCREiE INSERTS CS'NC COUNTERSINK Phalle: (503)224.-9570 I. THE PROJECT sPE�FiCATIONS ARE NOT SUPERSEDED B" THE STRUCTURAL 7. SEAL OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATiE OF SHALL BE WELL SECURED IN POSITION PRiOR TO PLACING CONCRETE. CTR CENTER FAX: (503)228-1285 NOTES CONSULT THE SPECIFICATIONS FOR AWITIONAL REQUIREMENTS 14 THE PROECT) FCIR THE DESIGN OF THE STEEL JOIST'S AND .'OIST OIROERS. PROVIDE STANDARD BAR CHAIRS AW FACERS AS REOI!.- 0 TO MAINTAIN EACH SECTION. NOTES AND DETAILS GM THE DRAWINGS SHALL TAKE CONCRETE PROTECTION SPEC(FEPI. d PENNY(NAILS) PF DENfE OYER THE GENERAL STRIUCiURAL NOTES AND TYPICAL DE TAAS OBL DOUBLE C1Vfl ral Engineer B. MELDING SHALL CONFORM !0 THE AMERRiCAN MELDiNNG 10CIETY STANDARD 01.1 LATEST EDITION. ELECTRODES I" SHOP AND FIELD MEDS SHALL 7. CONCRETE COYER PROTECTION FOR REINFORCEMENT BARS SHALL BE AS SPECIAL NVEMON DBA DIEIPMU97) BAR ANCHOR M04CKINE ENONBWn M Z THE CONTRACTOR SHALL vERiFY ALL OIME74SiDNS REBORE CONSTRUCTION. CONFORM TO AWS A5,1 CR AWS A5,5. CLASS EMOIC, SUBMIT SPECIFICATIONS FULLAWS: (SEE A.C.I. 318-BY SEC TION 7.7 FOR CONDITIONS NOT NOTED.) OF DOUGLAS FIR i1 HIOE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR OF PROPOSED SUBSTITUTE FILLER METAL. FOR APPROVAL a CONCR T-r CAST AGAINST AND PERMA OMY EXPOSED TO EARTH 3. IN ACCORDANCX NTH UBC CHAPTER 17. TMP: FOLLOWING TYPES OF WORK REQUIRE 0890 S.W. Bancroft Street DtA/I 01AYE7IIR INNSSTEN(IFS b CONCRM EXPOSED TO EARTH OR WEATHER SWJA. INSPECTIGN. SEE THE SPEWICAT7.0NS AND DRAWINGS FOR ADDITIONAL DIAPH DIAPHRACd P.O. Box 89039 9. SPLICING OF STRUCTURAL STEEL MEMBERS *HURE NOT DETAILED ON THE BARS 10 AND LARGER . . . . . . . . . . . . . . . . . . . . . . . . . 2' 'REQUIREMENTS FOR 94VEC:TION AND TEIITING DIM DIMENSION Portland. Oregon 97201-•0039 Z DO NOT SCALE DRAWINGS; COORDINATE DIMENSIGVS WiTTH ARCHITECTURAL OGNTRACT IN! r .. :....nqn..,.m••..•iar..-:..+.s'�,ap!RlI�#� !1�!"IPD.O.R!rA.'!S?s1111Ai r^een•pip!ggRR�7!1'6?7EtAnR.7i.R' i I,y d,? EMEN T' MIN \N T 4 NQTES: CC ii RFAW MIN/-COMBINE I •---TRIM BARS 1• SLAB OPENINGS WHICH ARE CLOSER TO ONE ANOTHER THAN THE DIAMETER NOTE: 2520 SW First Avenu;s FRIM BARS OPENING OR SHORTER SIDE OF THE LARGER OF THE TWO ARE CONSIDERED TO FORM A 0 - 6d FOR /L3 THRU /8 Sulft 20.� _ I COMBINED OPENING,. D &8d FOR fg. /10 #11 " 1 -- 2. THESE DIAGRAMS ARE FOR COMBINED OPENINGS WkOSE LARGER DIMENSION D No IOd FOR /14 6t #18 r Porilmind, Or an 97201 • -_.-.•r tXX^��1 DOES NOT EXCEED 3'-4'. SD PLANS FOR OPENINGo LARGER THAN 3'O".w 0 No 4d FOR TIES, /3, /4 it � -___ __ ._ _ I Ptlane: (50.299 � ' C4 - ,�__. _. S.X _ 3. TRIM BAR EXTENSION PAST EDkWS OF COMBINED OPENINGS SHALL BE 1 - 0 a - FAX: (503)299-67(1,3 �7..._� Bl n FOR #4 BARS AND V--8• FOR /6 BARS. _ RECTANGULAR; w TRIM = 4. DISPLACE SLAB PRINCIPAL REINFORCEMENT TO EACH SIDE OF COMBINED ------� --- 1 • #4 x 8'-6" ROUND OR SQ�IARE / � 1�A V-Ow BARS m OPENING OPENING OR PLACE BETWEEN INDIVIDUAL OPENINGS, DO NCT CUT SLAB SLAB OPENING MAX- 1'-0"MlN,3'-D'MAX PRINCIPAL REINFORCEMENT. 8i ` D --- 5. TENDONS MAY PASS BETWEEN SLAB OPENINGS WHEN THE DISTANCE BETWEEN � O 6 OPENINGS IS GREATER THAN OR EQUAL. 10 THE SLAB THICKNESS PLUS a <�� * R&A �N-1) TIMES 3 THONGS, WHERE N IS EHE NUMBER 4F 1•ENpoNS INA N «� uc7m CO. \ UNC OR DUCT. TENDONS MUST FOLLOW A STRAIGH r ALIGNMENT (IN PLAN) 8" IN THROUGH THE COMBINED OPENING AND FOR AT LEAST 24" ON EACH SIDE. 90 DEME 1631) S.W. Taylor St. MAX -COMBINED g SEE DETAIL 1r7S1.1 FOR TRIM BARS FOR ISOLATED SLAB OPENINGS. A -- CMLM Portand Oregon 97205 STD. OPENING 7. SUBMIT SPECIAL SITUATIONS TO ENGINEER FOR REVIEW. A ""-" - Phone: (503)228-7177 I • HOOKS COMBINEA -�---_- OPENING rMM AR REQUIlREM NTS. _ D D FAX. (503)224-3638 IF THE COMBINED OPENING IS SMALLER YHAN 1'-0", PROVIDE (1) #4 v - 00 _ _ TOP AND BOTTOM BErWF_EN OPENINGS. _� -d OR 2 1/2" MIN 6d OR _T MDIE z . i � _ -1 1/2" � o � - --� IF THE LARGER DIMENSION OF A CON"fNED OPENING EXCEEDS 1'-0" BUT THE 3" MIN SMALLER DIMENSION IS LESS THAN OK EQUAL TO 8 . AND PROVIDED THE E -�1� M4 x <. 1, THIS DIAGRAM 15 FOR ISOLATED SLAB OPENINGS WHOSE LARGER DIMENSION 1S BETWEEN TYP. �I (�R �C y N�'`- COMBINED OPENING IS ALIGNED WITH THE PRINCIPAL REINFORCEMENT, PROVIDE: F4CF V-0' AND 3'-0". NO TRIM BARS ARE REQUIRED FOR ISOLATED SLAB OPEN NGS "1 TYP (1) #4 TOP AND BOTTOM BETWEEN OPENINGS. B v CENTERED MAC�CE�O.E/SM0 SMALLER THAN 1'0". SEE PLANS FOR OPENINGS LARGER THAN 3'-0'. IN ALL OTHER CASES WHERE OPENINGS ARE ARPANCED 1N A 51N�.E LINE D =-�� AT COL) 0�1 ASSOC, P.C. 2. PROVIDE (1) E TRIM BAR TOP AND BOTTOM ON IN GH SIDE OF OPENING, TRIM- UC PROVIDE (1) /4 TOP AND BOTTOM BETWEEN OPENINGS AND (1) /5 TOP AND � 0690 S.W. 8anerott Street -- BARS SHALL EXTEND 1'-6' PAST EDGES OF OPENING. BARS --2' TRIM BOTTOM AROUND PERJMETt:k OF COMBINED OPENING. - n P.O. Box +?9039 T Portland, Oregon 97201-0039 3. SEE 2/S1.1OR TRIM BARS AT MULTIPLE' OPENINGS MIN TYP 4_C_MA_x__ BARS WHERE INDIVIDUAL OPENINGS )F A COMBINED OPENING FORM TWIO OR MORE Phone: (503)224-9570 4. DISPLACE r'.AB PRINCIPAL REINFORCEMENT TO EACH SIDE OF OPENINGS. DO NOT _ !3 ROWS, THE. ROWS SHALL. BE SEPARATED BY AT LEAST 8" OF CONCRETE. / C DQE K COLUMN FAX: (503)22.8-1285 CUT Sx.AB r�'�.'rICIPAI REINFORCEMENT, PROVIDE (2) #4 TOP AND BO'•70M BETWEEN ROWS OF OPENINGS, (1) /►4 TOP l -- U ANOVID D BOTTOM BETWEEN OPENINGS IN THE PERPENDICULAR DIRECTI INED OPENING. , AND (1)TOP AND BOTTOM AROUND STANDARD HOOKS WHERE BARSrTERMINATE WI=;NETER OF THIN HE COMBINED OPENING. '� p CIAI Structi'l En_ _ iQneer Y TRIM BARS 2 TRIM BARS N a TYPICAL REIN"' BAR BENDS s ADDITIONAL REINFORCMENT P FOR ISOLATED SLAB AND WALL OPENINGS NO SCALE I MULTIPLE' SLAB AND WALL OPENINGS SCALE: NO SCALE I NO SCALE �I i1 NO SCALE I 0690 S.W. Bancroft Street �'� T 81.1 AT COLUMN PENETRATION tj P.O. Bax Oregon Portland, Oregon 97201-00� Phone: (503)224--9560 FRAMING MEMBER 1'-6' MIN."_� FAX: (503)228-1285 L4x4ac1/4 T �- L4x3x1/4 LLV-TYP. E -- STD HOOKS Landscape Architect . I I REINF E PER DET 4/51.1 III WAVO OAST. I STEEL DECK Su1M 200 ` - STEEL DECK I I I CBx8.2 E)••0.45 E)�ass - DIGGING FOR PIPE TRENCH Portland, Oregon 47204 /� + + - - + _ . PARAI10 TO FTG SHAM NOT Phone: ('.�A3)2.28- 3122 S S TYP VERT BAR-,"*' EXTEND BELOW THIS LWE �4 I i \\ C NOTE: (0 WADS) 1 `. i 3/4' PLUG WELD SEE DE7 S 1AQ 1.1 - Arris EAM BEARING I FOR ADDITIONAL " - -- ---- TYPICAL I I REINF IN SLAB 9ETIONS _,r _,_ S1EEL BAR, P�''E PARA�LEI,. TO FTa �LT� = �- �= - -_ 3/4" PLUG VELD O PLATE OR 841 EACH BEARING TIP. ONE Portland,( Oregon 97207 '- w '�I��C A TYPE E� STD LAP PER a RE1NF AS SHOWN "A" "A" 'A" NOTE.DET'S 1&2/S1.1 FOR - - - A FLf.JE' 61E"VEL GROOVE WEIR FLARE V GROOVE NEI D� 12/51.1 TE IN DET 1/BILI Phone (503)2'22-70Q7 2'-0' MAX AGD'L RE1NF IN SLAB OR UNDER L U O Fr Surveyor 4_ 0 MAX PIPES SHALL NOT PASS 3/16• CLOSURE r LENGTH IN INCHES NOTES: 4 EXTRA -20 MIN BRIG PLAN L ALL AROUND BARS MINIMUM WELD SIZES OF "FULL 1'2r WELD STD HOOKS VERT BATS & _ 1/4 GUSSET 1. USE F.70XX ELECTRODES � 4�.1 0 � <.TMK,M --DECKING W/ 2 5/8• MD L4x3 TYPE A TYPE B FOR GRADE 40 STEEL 16 GA------.. / s (E)-0.4s (E)-0.8s T� A TYPE B � ��- PIPE SLEEVE (MW I.o. 15115 S.W. Sequoia Parkway, CLOSURE L � _�-1 � - 3 16 f A 1 1 2. USE E90XX ELECTRODES - PIPE DIA + 1 1/4') z Suite 150 I -- --- -_•- - - • • 3 / 3/32 / i /2 FOR GRADE BO STEELqw�- Y • • 4 1/4 1/6 5/32 2 1/2 1 1/2 3, PERIODIC INSPECTIONS (4) TYP VERT - -T'Yp GRADE BEAM +6) Phone:d,(503)684-0657 J' 6 1 3 6 1 1 REQ'D FOR /5 BARS AND s 5/1 _/e 11 3 /T � - LESS ONLY. BARS (r! WALLS) FFAMING OPNN'G. 8 3/8 5/32 1/4 3 1/T 2 - PIPE TO CLEAR - 'k PROJECT: L4x4x1/4 -•- - - - 4, MATERIALS, QUALIFICATIONS SLEE%0E BY 1/2' MEMBER 7 7/16 3/16 9/32 4 2 � TYP OF WELDING P:SY)(EDURES � • OPENING _ �31 6 8 1/2 7/32 5/16 4 1/2 2 1/2 AND WELDERS 'IRE TO BE � � MIN. VERIFIED BY Thi: SPECIAL u� p�1C THIS CONC SHALL Rf B/ FTC t 9 9/t6 1/4 11/32 S 2 1/2 INSPECTOR PRIOR START OF WORK. Tn THE aB TO jA �-F*F SAME WIDTH AS FTG COLONIAL 10 S/8 1/i 3/8 5 1/2 3 ti. PACIFIC 6 OPENING IN METAL (BECK - � � OPENING IN METAL DECK - a WELDING OF REINFORCING STEEL_ � � REINF AT CONCRETE WALL AND � to GRADE BEA'�1IAS AND LEASING e e NO SCALE o1 NO SCALE �.1 NO SCALE 61 TO 24* "° SCALE sti 24 100 48 FOOTING INTERSECTIONS PIPING AT FOOTINGS BAPL'PLICE PRODUCTS BAR- m I GRIP COUPLER (COLD-SWAGED �- � -� MECHANICAL SPLICE) GIN �,', -ERICO LENTON TAPERED -- -� r� BAR LENGTH (BION) I�Es dQTESJ THREAD COUPLET? 15 DIA 15 DIA Fc'-3000 PSI Fc'-3000 PSI Fc'-5000 PSI 1. EITHER THE BARSPLICE PRODUCTS BAR-GRIP COUPLER OR PIE ERICO FLANGED COMPONENT DOWEL.-IN COMPONi:,JT ,�► � 16 :. .. REQUIRED SIZE OF FABRICATED 'ARK HEV 12M1Fi iZ MIN LENTON TAPERED THREAD COUPLER MAY 8E USED TO SPI,S,:c REBAR. Wll'Ff FEMALE THREADS WITH MALE THREADS #3 21 18 16 COMPLY W/ ICBO REPORTS NO. 3848 OR 3967 RESPECTR0 Y. ► TWO-PART DOWEL COMPONENTS FOLLOW MANUFACTURER'S' RECOMMENDATIONS. I I MANUFACTURER 8 7 7x RISE i2'° `r � 1� 28 24 22 AND SPECIFIED SIZE FOR ORDINAPY REBAR 2. AT THE CONTRACTORS OPTION POSITION COUPLERS MAY - - BRAND NAME OMACKE4ZIE/SAITO k ASSOCIATES,P.C. (- I � kf 35 30 27 BE USED EXCEPT THAT �.lE ER1C0 LENTON P8 COI'�LER MAY _ � � � C t996, ALL RIGHTS RCSERVEU X J IB 42 36 33 USED ONLY IN COMPRESSION SPLICES W/ THE APPROVAL OF' '�"� DOWEL-IN FLANGED DOWEL-IN FLANGE) DOWEL-IN FLANGED THESE DRAWINGS ARE RIE PROPERTY OF < - THE ENGINEER. FLANGE ATTACHES I '- AFTER FORMS ARE STRIPPED COMPONENT COMPONE14T COMPONENT COME ONENT COI. "ENT COMPONENT MACKENZIE/SAITU A ASSOCIATES, PC 1 3. SPLICES MUST HAVE STRENGTH IN EXCESS OF AND ARE NOT TO BE USED OR REPRO- _ �� '.� /f7 49 42 38 TO INSIDE OF FORM I I DOWEL-IN COMPONENT THREADS DUCED IN ANY MANNER, WITHOUT PRIOR f25X OF THE SPECIFIED YIELD STRENGTH OF ASTM A615 RICHMOND DOWEL l��o _ TOP STEP - INTO FLANGED CI'�MPONEN'i � �'4 1�5 � i6 � WRITTEN PERMIS510N l RI 5. 2'-0'` OR #8- 59 51 46 GR. 60 REINFORCING BAR. ( I BAR SUBSTITUTION �----- -, 2x RISE LESS 4. SPECIAL INSPECTION COMPLYING WITH THE FINDINGS OF REVIISIONS. `°9 74 _64 58 THE ICSO REPORTS IS REQUIRED. LENTON FORM 14 J4 #5 #5 #6 � I REVISION EDITION �: •� "RISE ±. 5• IN GRADE BEAMS, SPLICE TOP BARS AT MID-SPAN AND SAVER jw CLOSING DAV_ 2'0" MAX s>hu - 94 82 75 SPLICE BOTTOM BARS OVER SUPPORTS (PILE GROUPS), USING � WILLIAMS CD2 REBAR x'11 116 100 90 MECHANICAL REBAR COUPLERS. SEE DETAIL 4/S8,3 1. AT Trt CONTRACTOR'S OPTI'lN THE I WO-PART DOWEL PRODUCTS +� +� REINF SAM::" SIZE h SP -- `- i i 6. IN BEAMS, OPTIONALLY, IN LIEU OF LAP SPLICES, SPL1CC TOP BA•I'S LISTED BELOW MAY BE USED iC REPLACE ORDINARY DOWELS FL,WCE COUPLER -„ AS FTG RU- NF AT MIDSPAN AND SPLICE BOTTGM BARS OVER SUPPORTS USING MECH REBAR COUPLL"RS SPECIFIED IN THE DRAWINGS. DAYTON-SUPERIOR /. IN SHEAR WALL BOUNDARY ELEMENTS, OPTIONALLY, IN LIEU OF LAF ,:.°LACES 2. FOLLOW MANUFACTURER'S DIRECTIONS AND APPLICABLE 1680 REPORTS. D-50 POWEL BAR NOTE: SPLICE VERTICAL BARS WHERE CONVENIENT. STAGGGER 5071 OF SP'LIM AT LEAST 24' SPECIAL INSPECTION IS REQUIRED. REPLACEMENT NOTE: WHEN TWO BAR SIZES ARE SPLICED, 8• IN COLUMNS. OPTIONAIJ_Y, IN LIEU OF LAP SPLICES, SPLICE VERTICAL 3. TWO-PART COWEL COMPONENTS MUST BE OF SPECIFIED LENGTH SLOPE TO BE (1) VERT USI LAP ;LENGTH OF SMALLER BAR BARS WITHIN THE CENTER HALF OF A COLUMN'S HEIGHT, STAGGER 50; OF AFTER ASSEMBLY. TO (2) HORIZ LION SPLICES AT LEAST 24'. rin-" TYPICAL STEP IEJ WALL. FOOTING TYPICAL LAP SPLICE N MECHANICAL REBAR COUPLERS _ Co �a TW®-PART DOWEL SYSTEM �1 NO SCALE �.� NO SCALE FI �1 NON-STRAIN RELI►=F APPLICATIONS NO S!,ALE NO SCALE �1 �- -- 1/8' RADIUS TOOLEL EDGE SHEET TITLE. -� 1. (DOWELS ARE TO BE' SAWN 1/:."/ x 1'--0" LONG SM1)OTH DOWEL NOTES: TORIF REMOVESHEARED. DE ORMITIES) AIND fNDS l POU S GREASE O,VE END. TYPICAL AT POUR STRIP USE x,3-U , DO 1, ALUMINUM CONDUIT MAY NOT BE EMaEDEO IN CONCRETE. Y LR NOT GREASE (SIM C DJ7►ON) 2 NO PRESSURE PIPE MAY BE EMBEDDED IN CONCRETE. �` a TREAD #3 NOSING BAR 3. MAINTAIN REQUIRED COVER. I I S T R U C T U R A L ___ ____ 1._6w �►'' / - CONCRETE SLAB 4. 00 NOT DISPLACE REINFOPCEMENT FOR PIPE OR I DETAILS TYPICAL SLAB RE1NF, CONDUIT RUNS. _ BLDG " A19 SEE PLANS SEE SPECT ICATIONS FOR OF BGRADE --* R 1/2• TYP 4' MIN r \,.• y • r 6' 6" BENEATH SLAB-ON-GRADE T-r .- �� w A 1B• EW A G'�.N1•RUCTION .J+�Ir.dT - r� r I RFNF (S ACCER TOP d< DATE: SEPT. 19, 1995 S BOTTOM BARS) 3` CLR - SAW CUT 1/8' x 2' -- DRAINN BY: NAE x CONT H MAX D MAX S REINFORCEMENT _- +F4 � CHECKED BY:T1pf'A/TF • /--- 'ONCHCTE SLAB -- a - e" 2 1/2" 7 1/2• #4 O 2'-0• TOP & BOT SHEET _.°. . --- - r; 2�':'. '• r•, ; ,.. SEE SPECIFICA i 1ONS FOR g" 3• 9" #4 O V-100 TOP O BOT N PREPATION OF 5:19GRADE _ BENEATH SLAB-Of:-GRADE " • w 10 3/4 31120 10 1/2 #4 O 1 -B TOP k BOT C.N 1 fl�./L JaW ��-- SLAB REINFORCEMENT. SEE 14" 4 1/4w 1'-1 1/2" 04 O 1'-2" TOP ar BOT • o PLAN FOR SIZF AND Sr7A r!NG .o u T1fP CONCRETE STAIR ON GRADE n CONTROL/CONSTRUCTION JOINTS X �e IN-SLAB EMBEDMENT � 81.1 NO SCALE �,� NO SCALE I1 FOR PIPES OR CONDUITS NO SCALE 1 2960,44 13010 SW 68th Pkwy SIT 96-0047 PLM 96.0337 17025 BUP 96 0521 89" MR SHRJ. P83W: WP TEWER_t9,_WPj1 a_ 1 IF THIS NOTICE At:`F ARS CLEARER THAN THE QGT g 1998 DOCUMENT,THE DOCUMF,NT IS OF MARGINAL QUALITY. MICROFILMED ¢ J NijIlI�I�I�1IIIII�!j!111111111111I�:;I1!1! r�!�i�1jfj1j1 1j1j1j1j1j1jI t gTj!jIIIII ! I iIIIi�i�i���i30X INON 1L"Not 11 CHWA ' ���ilnu luil�illm�milnn!ilnlllnhnllnn Inll�m nr�hnl elllnll nllhm nnIullUnllnn nnhm Inlllnlhndnll nlllnninllhm Ilnhul an11m mllnu Inlbm nlllun nuhns uulnu1n1111n1 n11nn lndnlr nal,m nllhm nulnu m MPqwwwmppw ,. f@'TdR"r '0i"A+1!-+r1•!••! 'T: ARFFA.. .. " � Y ..wr.N1R.. .. v.. •'i�• !' I 1 "•SIA..• 'A�5 r 1 • ')• Z525 5W First •',,nue mok ''utte 201 k Prwtlond, ., ... .. -..: .: - ��.. - ,'# !� ° d!• �t' !f ' a.r,°wf "2.1Ak+s.'. 4-Jr. �C*n 7201 - �tI' Y � P+,one: (503)299-60G0 P Ai _ + ' FAX: (503)299-6703 A B C l D E F G H t J K - - <-- ' 245$-Os -- ----- ----- . ._-_._ ___.._._,________--------- --.__-___.-._ __•----•---' --------- - ---------- _ - _-_--__---_ _ 128'�1Q" --- ----- �_0. - --- - - - ---- ----25�--Ow---_ -- ----.. --.--_25�'do._ .. - - ----•25'--0'--- - _- 15'-O' 25'-Q" -- --- - 30'-0' -------28'-10" --`-.. V-2w It 'R 100NF, 1530 S.W. TaN�rY� CO. ot St ' 29 r-- --1 28 _-_I__ _ 27 - -'I---- 28 S8.'I ---I- --• 2b _.--I--- 24 r----I----i Lwl r---- ---t - r , r , r , _ _ _ IPnrtlond, Oregon 97205 - I I 1 - FAX: (503)224-3638 Phone. (503)228-717; 7 --- - - ..--- - �- --- _ - - - _ - - - - -- -' ---- - _ - _ _ ___-- r _ --- _ - _ -- --_ _ _ _ -� _ _ -- i----- r r--- 7 I I I i I t TJ L------J _- __J L,__ __JL- _J --._ __J _�' L_-_I___J TYP AT I I O TYP AT I O I O i O I O I O �! O _=-- MAC /SATO I I b anC69d S.W. , ft P.C. ED i I I I I I I I ( 21 I P.O. Box 69039 (°pv Portland, Oregon 97201-0039 Phone: (503)224-9570 FAX: (503)228--1285 I I I I 4 Civil/Structural Engineer I I 58.1 I I I �0 ancrod 1 ( P 0. Box 69039 6 - - 1 - -- - - - - --- - - - --- - ------ - - -- ---- - -- -_ - -- - - ------ _- __- -_ _ _-_ - --- -- -- - ___ - -- - - ____ --- - -- _ _ __ _ ._----- - ----- - - ---- - - _'-- 6 'Portland. Oregon 972.01-0039 --�- 1 I I I I Phone: (503)224-•9560 1 t r-_-'I---� r----I___, 1__ l ---{_--• r--- --___, I t FAx: (503)228-1185 _X__j Londscope O I I I I I ---- _ S8.1 1 I - ..._--- _ t 1 _ _ - - I- - I -- - - - ( -- t - - - s - - I VIAL ER IIM�t'.I(ece --I--- -- -- -I - - - - -- - I-- --1 _ A _ -- {- T L--}- -�--- -+ - I -F-- - --i- +�- I - I 5.6 111S.W. OAK ST. Suite W. c� b i I I 1200 Q 1 1 I I I I I ° I I I E I I I I I I L--.-_-� L_____J L-__---,.J ( I 20 Pd(tland, Oregon 97"l_04 , L___ L_____.J _. J L----1-.__j - Phone: (503)228-312.2 ' O '- - O Ci O O C� O d to Arborist - I I At ODCIAT a 1 1 Portland, Oregon 97207 P.O. Box 64g Phone: (503)222-7007 I I I I I t I I Surveyor OFE& F I I I I t7 ' 2 15115 S.W. Sequoia Packway. I I S1R.1 O S8.1 Suite 150 I I 1 4'-1 I/2-'i__'\ � I ► 19 �j Partiand, Or 97224 Phone: (503 684-0657 Ljo J 0 C4 4 9'-11 1/2- I 3 58.1 I c TYP A T I S S x m -- s c I I 8 I esao _r L_ .� r COLONIAL � �! � �.t s8.t r•------� r------•-� r-•----- sa.1 r----- 1 .r r------t r-----1 1 I - a ' I -I I PACIFIC • - -I t- _ _ - - - - - - -_-- - - _ - - - - - - I- I - - -I -� -- - I -- -t --- - - - - I I - i I LEAS IMG L- --� L_-____J L-----_Ji L.___I __J _I___J i I L____J L___-_J I t O O N 16 8 s8.1 -� � 4#-4- E -4 9 s I 10 58.1 I 1 S8.1 ss.t r--- --1 t -1 i I * u•� .. JOD L_ _1 EXPIRES: 6 97 io i lL I I I I 'J I I - J 1 1 OC MACKENDE/SANTO & ASSGGATES,P.C. l+ FOl.1ND�,Ti©N PLAN ( O 0 v,��, ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF 1 8'a1'-D" C) MACKENDE/SAITO & ASSOCIATES, PC S� / I 9 11 9 dol AND ARE NOT TO SE USED OR REPKO- i] c� S8.1 se.1 58.1 11 17 I OUCED IN ANY MANNER, WITHOUT PRIOR 1 I WR!TTEN PERMISSION cw I I I I 1 1 � ------ ' REVISt S: r------, I a �-- --1 REVISION EDI DCC Sa.1 t I CLOSING DAZE 1� KEYNOTES GENERAL NOTES I - 1. 5' CONC SLAB W/ #4 AT 1'-6" EW. PROVIDE CONTROL/ 0 ALL COLUMNS AND PANEL JOINTS ARE OF GRID UON I I I I I I CONSTRUCTION JOINTS AT 20'-0' OC MAX EW AT GRIDS • SEE ARCH FOR PANEL DIMENSIONS AND REVEALS ' o I I I I I I (NTE 400 SQ FT). • SEE PANEL ELEVATIONS FOR PANEL THICKNESS o L .1-..j FJ L _-___ -1� D 6 L_ _J 2. POUR STRIP AS REQ'D • ALL FOOTINGS ARE OF COLUMN UON u� I S8.1 3. CONSTRUCTION & CONTROL JOINTS PER SHT SIA �J 4. ELEVATOR PIT PER DET 17/S8.1 I I I 0 I I I 12 16 � N -` OF SHEET TITLE: - S$.1 Ss.1 --- -.--� ----- ---� t t t FOUNDATION � I N I _ . '_ _ t i _' _ + � t I _ 1 PLAN COLUMN BASEPUkTE AND FOOTING SCHEDULE _ -- _- -- = t _ COLUMN BASE ANCHOR DETAIL FOOTING SIZE F00 ING STEEL REINFORCING _�_ __� _-__--J L-- _-J t I_ BLDG MARK SIZE PLATE BOLT I REF WIDTH LENGTH DEPTH "RANSVERSE LONGITUDINAL REMARKS 13 I © ® -- -� A 10x33 flxl6x14 (4) )("0 1/S8.1 8'-8" 8'-6" 1'-6" (8) #6 EQ SP (8) /6 EQ SP REINF BOTT ONLY I I 2'-8` 8 10x39 E1)bx16x14 (4) )(-0 1/S8.1 9'-O" 9'-0" 1`-9" (10) 1/6 EQ SP (10) 1�'6 EO SP REINF BOTT ONLY y " -__ --.. -.. I '_- - w I w _ I - - 1"-8 12-4 11 -0 Ill-ION 12-0 5-0 lir !' 15-3 28'-10 1'-2 C 10x45 R1}fixl6xl4 (4•) j('0 1/S8.1 10'-0" 10'-0" 1'-9- (12) #6 EQ SP (12) #6 EQ SP REINF BOTT ONLY ___- 23'-4- Q 3'-4 8.S'-0- - - ----- D 10x49 C1)40606 (4) N.0 1/S8.1 11'--0" 11'-0" 2'-0" (13) #6 EQ SP (13) #6 EO SP REINF COTT ONLY 1 ' E 10x33 01x15)(02 (4) )("0 4/S8.1 5'-9- 11'-0- 1'-0" (6) #5 EQ SP (11) 1115 EQ `'n REINF BOTT ONLY E F F. 1 F.5 G G.1 G. H .5 J K F 10x33 EIX15X02 (4) �('0 3-j 4j;8.1 7'-0' 11'-0' 1'-3" (9) O.5 EQ SP (14) 1/5 EO SP REINF BOTT ONLY L --96 DATE.- SEPT. 19, 1996 G 10x39 .1%x16x12 (4) j("O 4/S8.1 7'--O" 11'--0' 1'--3" (9) 05 EO SP (14) 1/5 EO SP REINF BOTT ONLY H 10x33 Clxl4xl4 (3) X'O 5/S8.1 7'_-6- 7'-6" 1'-6' (8) #6 LQ SP (8) 06 EQ SP REINF BOTT ONLY DRAWN 8Y: NAE J 10x33 E1x15)(x12 (4) X*0 5810/58.1 9'-EI" 9'-6" 2'-0" (10) 11116 FQ SP (10) Iil6 EQ SP REINF T k B - CHECKED BY: TL&A/TF K 10x54 Elgx16x18 (4) -("4 1/S8.1 11'- 0" 11'-0" 2'--0" (13) 07 EQ SP (13) #7 EO SP REINF BOTT ONLY L TSaix3/8 Cj¢x4x9 (2) )(-M 7/S8.1 3'-0" 3'-0" V-0" (4) 05 EQ SP (4) #5 EO SP REINF BOTT ONLY SHEET S2 ,91 O�/ t:I�1�. _ off '� ". " r.: +r` • r ._ JOB NO. - tl 13010 SW 68th Pkwy SIT 99-0047 29(, ')4,4 PLM 96.0337 18 of 25 1 n ��" SUP 98.0521 t r ` ill � Pff 1• SEP � IF THIS NOTICE.APPEARS CLVAVEP THAN THE OCT 8 1998 DO('IIMF.NT,THE DO(-UMENT IS OF MARGINAL QUA f ITY. Illll��l !Till! II���� ' n• L �- _ ntlllltltltdnll nttlunlul�lnllmnhltr utrhnl nnlnn nnlnu 1lnhnl nnhln turinnhnllnu nulnn lnllnmm�hnl nnhnllnlllnn nnlnnlllu�In,I�InIInI Inllnlltunh.�;�inlntt lurimt ttllimr Irnhnl snllnn l�nhnl nnVnn unhlu�I is ate,, 4 la GEAMWEDLEN I Flrst Avenue 2525 ..� Suite 201 Portland, Oregon 67201 Phone: (503)299-6000 AX ) 99 6703 F 5O3a A B D ` < F F < GG �H i J K 116- oil I 245'-0* m'-10" _- _--- 30-0 -- 2b 0 25-0 2S 0 25-0 25-0 30-0 -- _ -_ 78-10 T_1 -2 11N&H —___----- --- 3 Ed 5P Tl'? LION 2 EQ SP PER ARCH PER ARCH --------------_ ___-.. ._-_- _ _(._2 __.--- _ _�� -� _ _ --_ - ---- _- Taylor . (2) EQ SP ' 1530 S.W.S WTa or St Portland, Oregon 97205 ___- -----.-------_.-__ ._ . PhonR: (503)228--7177 _ ---__._�_ FAX: (.503)224-3636 7 . l c= f i c= 4 x c 1 ,�,Y�_ c- 4 1 x 5 c-3 4 1 2 �Y1 c-3 4 �"jil "� _ '�� T1 _ �_.___- ��2! x �3 x c- 4 1 Q 2 x - �+ L 7 N 1 1 N 1 I MACKENZI ./SA 10 b •e .t Zv �v N N rt •r �w w •r w Olt •r .f rr t w .r O and �.C. 1 ►� P ►� M ►7 M1 n h Mf M n M M n M) 1 f I I I I I 1 I I I I 1 1 1 I I I I I I 1 1 I 0690 S.W. Bancroft Street � 1 P.D. Bax 69039 Portland, Oregon 97201-0039 m a� u u u u Phone. (503)224-9570 R `F FAX: (503)228-1285 Ps s g g g g g g in q 40 3 'A � do ao 'ae� 19 00 a3 19 � �i � '� ai � �D � a� Civil/Structural Engineer m W18x28 25 c=314 0690 S.W. Bancroft Street P.O. Box 69039 6 - --- ---- - -- _ - -- - ----- - -- - - - - -- - --- - --_ _ -- -- --- - -------- - -__ _ ._ --- - - - - --- -- -- -- - - -- -- -- - --- - - - - - --- - --- -- -- - --- - 6 Portland, Uregon 97201-0039 ?hone: (503)224- 9560 P FAX: (503)229-1285 R { CL I .� Landecope Arrhitec' W24x68 c-3/4' [14A/16] *27x84 30 q-112" 1 A L W2448 .12I c-1/2" W24x55 c-1/2" [12/8/12] W24x55 c-1 2" [12/8/121 *2455 [34] c-1/2" W2 X50 [39] c-1/2" r W24x78 c-3/4" [15/10/15] *24x88 c-3 4" 15 9 15 IIw _ � �/ I 1 !11 S.W. OAK ST. b b w y N N Suite 200 12 13 11 2 i Np ~ 13 (S92 N G N N N tib. Portland, Oregon 97204 P I' Phone: (503)228-3122 Arborist WI6x28 30 c-1 YALU I L OWEN C4,._ 3 ABSOCIAT68 - P.O. Box 641 2 ` Portland, Oregon 97207 - -- - -- - - -_- -_ -- --- - - -- - --- - - - -- - - - - - - --N - Phone: (503)272-7007 tI 1 r1 u t1ri ti N LIrI V '1.Jl 1 UN ~ xu 1 NC4 N 04 CNI N N C4 C4 r+ Np N 1 SIrey01 U uu 9 9 u W1002 WESMAKE 6 N --- - 15115 S.W. Sequoia Parkway, i! < Suite 150 AIVA12 [6 _ _ Q on 97224 1 Phone: (503; t l 2515 SW First Avenue Sults 20t Portland, Organ 97201 Phone: (503)299-6000 i FAX. (503)299-e7()3 H J 1 K _-_ 248'-9• G 1'-2'—. 30'-0• 25'-0' 20•-0• _ '-0' _ 25'-0' RD'-U' 3O'-0• 28'-10• V-2• R&H (5) EO 9 (5) E0 SP -- PER PER (J) EO SP (4) EO SP (4) EO SP (4) EO SP - --.—_ ARCH MCH --- -_ _.__- _ _ ______. _.. (4) EOEO SP — (6) EO SP _- (5j EO SP 1530 S.W. CO. ParBand, Or 7205 Phone: (503)228-7177 \7 � 11118zV I �r WIBr35 I -- 11: c� WIsrJO I WI IxJO yr Wl{z �� W7/zJD 1 WIBrJ3 WI8r33 1 - ___.__,N �� FA%: (503)224-7638 I 7 MA eArro andand ASSOC, P.C. 0690 S.W. 'ancrod Street Ii I< Ii Ii s I; i w la 2 Ii P.O. Boz 08039 n A Portland, C•egan 97201-0039 2 Phone: (5:13)224-9570 a FAX: (503):28-1285 n '•N trmtu•,Y En____ kp leer W. _3'S. IN y7 0d7 0590 S.W. Bancroft S!•Aert Portland, Oregon 972Kd-003° 1 , 2 Phone: (503)22x4560 Gas, b FAX: (503)228-1265 '3 I 5. I to �.•:; Landacaps Archltect W71r44 c�1/2' I W21x k al 4x5 10 WIBxM epi/2' WIBzM c+.l 2- WI8x40 a-1 2• I W21x50 e�1/2' W21z14 a-1 2• _ WKS M+( 7 - :4- 1 111 S.W. OAK ST. ' X Suite 200 l / e S ( 4 x Poltlond, OrW 07204 1 I 58.3 r S5. ( Phone: (503)228-3122 .3 < 1 Y1 3 I se 3 C `J J ABBOCdA7® O P.O. Sox 841 $ _. _ _ __ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _- _ _ _ _ _ __ _ __ _. _ _ ._ _ _ rJ Portland, Qegon 97207 Y Phone: (503)222-7007 00MILTAMM W_ 2 2 se.s 5 2 7 15115 S.W. Sequoia Pork-y, S8.3 r� }, Suite 150 Portland, OrW 47224 1 �Z ;, R Phone: (501)884-0657 P80,ECT: ------ } r 5 $ COLONIAL 55.3 i - _ WIBx3S cif WIBz.15 o-i 2' WI4r30 WIIrsO I WIBr35 I WI6x28 WIBr40 / / , I W2{z68 cr3 4 4 PA C�� . /I\- _ ---- e — — --- -- --------- - - - I W ', - -- - - ' 4 LEA'sInic WIC;;35c�• _ 4 & 2 55.3 W � 2 h F yb, A v I - /' W1H1zJ5 o-1 I r I yet ek4. /f tn,9a WT 5x35'a-, ' 3 W1 35 I '" I.• 1 I ARK HE - b W 8x35 o-3/4' ROOF FRAMING PLAN __-- _-4_� 6 I I i 4 1 "}pp5, ML RIC IKSEP FD YI IXFNnti Clic a AssalAtES,P.c. 2 7/5•_1•_0• W118x35 1 �. ... , t _ * MSE MVAVNCS ME Ki PAOPEAIY 0! K1 ID AW d AS60GAlE6. PC S W ie ANO IAN NIST 10 8E . M Oa T KxA b 59.3 WffD M AWIY WANNEA, WMWt P6gA I I L I J I 2 -A 1WITIEN PEFNIsvo1 WI ]S REVISKINS. LEGEND ItEY19IPN mnlw � a5swl 9A16 ADDITIONAL SNOW DRIFT. SCE KEYNOTE 4. ,y __ - _,�_ _ _-_ - - - --•1••- _ 2 �. fit 3.3 KEYNOTES 1. 20 CA BHP 836 DECK W/ (7) 112.0 PUDDLE WELDS PER SHEET & BUTTON PUNCH SEAM V-O' OC. WELD PARALLEL 2 y 1 TO SUPPORTS W1 1/2.0 PUDDLE WELDS O 6' ''_'C OR W/ (7) 2 r , I — H1LTI X-EDNIO-TH012 OR EPN2-21-1_15 PINS PER SHEET Ivi k /10 SCREWS 7 I'-0' OC FOR SIDE SEAMS. ATTACH 4 5 DECK PARALLEL TO SUPPORTS W/ HILTI EPN2-21-1_15 FINS O 1'-O' DC 1 SHEET TiilF.: 2. 30' MAX DEPTH K-JOIST W/ THE FOLLOWING LOADING DEAD LOAD . . . . . . . . . . . . . . . . . . . . . 15 PS" I .1 ROOF SNOW LOAD . . . . . . . . . . . . . . . . . . . . .25 PS" I W14,40 W18x35 WI4x3O FRAMING NET WIND UPtJFT . . . . . . . . . . . . . . . . . . 8 PSF 1 DRIFT . . . . . . . . . . . . . . . . . . . . .SEE PLAN PLAN 3. VERCO -0 GA W3 DECK W/ CON(' BELOW UNIT. SEE DET _ BDG " A'1 2/S8 3 4. ADDITIONAL SNOW DRIFT: 40 PS" I'-e' I IZ'-a_ I il'-0' ft'-f0' I I2'-0' 5'-0' 9'-0' I 15'-0' 26'-10• I'-2' F F.1 .5 G Cc.v G. H 5 J K 10'-0' DATE SEPT. 19, 1898 , 5. 20,00016 MAX MECH UNIT. SEE MECH FOR SIZE & LOCATION 1 S. WELD TAB C PER DET 1158,3 DRAWN BY: NAE 7. SKYLIGHT. SEE ARCH FOR SIZE & LO. 1T1'1N I 8. CBxll.S AT ROOF HATCH. SEE DET O. 5&j. _'EE ARCH CHECKED 9). TL&A/TF FOR SIZE k LOCATION SHEET 52 . 3 , � I 10' N0' 296044 ' SUP 116 W BlP PMwy 91T Sg.ap; ' SHELLI PLM 66933-1 M02! -� BJP 66-0!61 SOLED IF TNISNOTINF.APPF.AIIN('LEARFPTHAf1TMF OCT 1989 INH'IIMFNT,TNF.POCUMF.N'i!N 11F CURGINAL QIIALITY. N11CROFILMI' D �� III'.IIUUI IM11111ilp IPpp�glll I rIIUP�IIIU 'lllUlglllll I grlTlgll)p I ggllyqrltllllqqq;pp I Ill�llyq!II Ilglrpigq gIU!gI;R gllllligqq l es else n aeW l 1 , � olh,uundnn unhnl unhlnl9nlan,'dinn nnlb uu!hm u911m wlhm uulLuunllun nlllnn.uulwminlu;Liuduu unl9ll alhnlnnll,m nnhm nnlnn nninu IPdua nn6m n911ro uulun.nd'm nnlnu unlnn nnlulnlll301AW L ►1 Y•Y!!.f 4 111E y. owl: r•r N 7 6 5 4 2 3 4 7 GEFE04WC� 5 2 1 5 5 2 1 5 252- SW First Avenue - - I Suite 201 I Partlrx►d, or an 97201 Phone: (50.31299-6000 a - --T -- ---- - --- - - FAX: (503)199-674; i SEE' PANEL 6 SEE PANEL 6 SEE PANEL 3 - tttJJJ"' - -T- - -- -- _ - - -- _-_- __ - - -- - - R&H 1530 S.W. Taylor St. • 8 Portland, Or 97?.r5 - L -- I - ------ - - ----- -- -- - - Phone: (503)22E-7177 FAX: (5t�3)224-3.536 ' 12 1201 7 e.1 -- ___ - — -- - - -- KEYNOTES 1. f4 O 12" OC EW AT,q OF PANEL Z (2) ,�5 AT q OF PANEL MACIEISA�T® ! ----- - - - - 3. (2) #5 (1) EA FACE and , +, F.C. 4. #4 O 12` OC EA FACE EW 0690 S.W. Bancroft Street t. -- ---- -.. —__ __— __— -- — - 4 - — -- --- --- - - ----- ----- — 5. (4) SETS OF (2) jF5 AT rk OF PANEL - (8) TOTAL P.O. Box 69039 6. (Z #5 VERT EA FACE EO SP Portland, Oregon 97201--0039 7. (9) #5 VERT EA FACE EU SP Shona: (503}224-9570 Q 2 2 Q 2 t} S [9] 3 + El 12 J. BEND HORIZ REINF PER DET 14/88.1 FAX: (503)228-1285 PANEL THICKNESS 14` 1 9. /,3 TIES O 6" OC. SEE DET 14/S8.1 V i, WEST PANEL ELEVATION 9 9� 10. (2) #5 AT q OF PANEL EXTEND 2'-8" PAST OPENING Civil Structural En ir.eer Sa., S 11. (2) AOD'L #5. EXTEND 2'-6` PAST OPENING W �'.. .. PANEL THICKNESS a 7 1/4" UON 12. 180' HOOK EA END OF H1RIZ REINF. EX-END 2'--E` ABOVE 0690 S.W. Bancroft Street do BELOW OPENING. FEE DET 19/S8.1 P.O. Box 69039 -�� Phone: (503)224-1,45600038 i 2 3 4 S 6 FAX: (503)228-1285 ;AS 5 2 1 Landscape Arcl.itect r4 WAU(i MACY I 111 S.W. OAK 5T. e 200 , ortiona, Oregon 97204 Suits .: Phme: (503)228-3122 r SEE PANEL 3 SEE PANEL a SEE PANEL 8 SEE PANEL 6 SEE PAMM 3 Arboriety I P.O, Box 841 , f I Portiand, Or Ion 9'7207 Phone: (503322-2-7007 • --- _--------- Surveyor do : Ca SUMM W. --- -- - i --- - ---- - i - -- -- ------- ----- ---- - ----- - �. _ -- 15115 S.W. Sequoia Parkway, i Suite 15t: Portland, Oregon 97224 I , Phone: (503)63.4-•0657 RO.IEC . P T• 16; 10 17 11 2 18 19 10 21 I COLONIAL EAST PANEL ELEVATION PACIFIC 1/8'"-1'-0" PANEL THIM.ESS 7 1/4" LEASING C D E F G ` H J K A, B 5 2 1 S 5 { 2� 1 5 A SEE PANEL 3 SEE PANEL 6 SEE PANEL 6 SEE PANEL 9 SEE PANEL 3 SEE PANEL 17 SEE PANEL 3 HEl ©tA96, AILIERIGHIS RESERVED -- — �- � THESE DRAWING ARE THE PRUPcRTP OF MACKEhZIF SAITO k ASSOCIATES, PC 13 AND ARE NdT TO BE USED OR REPRO- 58.1 DUCED IN ANY WRITTEN NPERMISSIN I PRIOR -.._ __ - - --I I- ---- -- -- -- - — _ __--_—.-- ----- ------ ----- --------_ — — --_ f i ( REVI51 S: ( --- I REVISIC ! F PION CLOSING UA1E i l�liE __-- / I , -14UIL SOUTH PANE_ L ELEVATION 9 PANE!_ THICKNESS - 14" �a.1 .1 PANEL THICKNESS - 7 1/4` LION K J H F E D C B A SHEET TITLE: � I � 5) 2 5 PANEL ----- -- -- — - -- ELEVATIONS I PANEL 3 SEE PANE. d SM PANEL. Q SEE PANEL 0 SEE PANEL S SEE PANEL 6 SEE PANEL 3 SEE PANEL 3 � 58.1 1� DATE: SEPT. 19, 1996 - - DRAWN BY: NAE CHErKM, 3Y:Td3)A/TF SHEET ........1--_ './I/ S3 * 1 23 24 26 213 2 r^.S (29 2 10 30 22 D D f_::] C1 [� � NOMIM PANEL_ ELEVATION _ 296044 PANEL_ THICKNESS 7 1/�4" t J06 NO 1 13010 SVA!681h Pkwy 31T 98-000, r PLM 99-0337 21 of 25 I MUM � , ' � p. d IP 98.0521 IF THIS NOTICE APPEARS CcEARFR TOAN)'HE CCT 8 1998 DOCUMFNT,TNF.DOC'UMFNT!q OF MARCINAL QUALITY. MICROFI LUTED .rI!{�{i�l�l�IM IMA � i�l�I l !{!{i gT11fl1!li11illIIJill11q!',1{I1i1l1li1 , i{!;l�t�i�i{R i i�!{!�!�!�!1!1! a I1ls;l111111l11111 II�lml nillun Imhnlhnllni,llnilnn nninn nlllumnnhnl nnlim nn{lin ui�mlmnl+Ilt ni mlinli!i w T--�-- X116 +u{nn niilnii nn;im milIs nmiiiiNnn�m��m mdull inihlhill nnllm ltrilim�nilim�iu�nn Ilnlan ulihlii millliiln, e d b- _. '.16•iYi"WY" — .._+.—�.dv� WYyiY�'_ISI.�ii.flr11'fi/�1�N1�L.�1tsA)a��io ..A1r]dSiJ.rW/J1' _—_ ___ _ c .:ew:t....J_ a __...0 i, ....�...- .....i.._auu.n.r................ -unu.tY ulYlJlu.YroY._ew.wuLL,J.irr.iY�� 1JL'Y�La,a�,.1Y , " • •• w•�� �lll�' NNW r:i. . - ,77�•.fwawxw _. . . .,. eve..n�.an''�eve'.m�a*s.a+..e•.. _ .. _. 1. ---CE.NTERL.INE OF FOOTING - 1 COLUMN BLOCKOJr het Avenue 's. w 0 Q . .. .. Suite 201 F z 2S SW Portland, Oregon 97201 + �` r---STEEL COLUMN. SEE SCNED SEE PLAN - —SEE PLAN N� .` . FAX: (503)299-6703 a Phony (503)299-6'd10 �j BASE • AB PER SCNED 1/� --CONSTRUCTION OR CONTROL JOINTW/ 12" MIN EMBED TYP UCN SEE GENERAL STRUCTURAL. NOlE5 - SHEET SIA. , • TILT PANEL PER ELEV d, I' �' I R&H r- WIDE FLANGE COLUMN COLUMN PER PLAN - --� dt AB PER SC•IED W/ ► 4..• PANEL, SEE ELEV. o .a - _ - - ---- - - - -- 5 16 !t` WIN EMBED 1 � d 15��t��ylCTm CO. PLAN / / FILL CONCRETE AFTER '- 5/16 I Oregon A // - ---- 1 1/2' SHiM SPACE BUILDING DEAD LOAD I •� I Phone: (503)228-7177 Ptxtlanu, Ore 97203 WITH NON-SrIRINh GROUT HAS BEEN APPLIED , , ' FAX: (503)224•-36�! . + � + BLOCKour. (`� FOR �' AND AS ■ �_a O I —� SEE SCNED ` . • ti •, .:V I� 3r I w —CONCRETE FLOOR SLAB I # SEF PLAN FOR THI(AriL=1Fq p ------CONCRETE AND REINFORCING • ,� � • ,� v ,---�_=— - -Tv� < I l z �• I �����/O `� - --- _- BLOCKOUT CONTRUCTION JOINT. .w ?. TYP .Q ' MAC�/MTO — FOR R AND A.B. - �► : FOOTING. SEE PLAN SIZE BLACKOUT TO A114W SEE SCNED agd0 SAM)C foP•C.re t FOR SIZE CLEARANCE FOR BASE PLATE. -- Tom'• . �_SLAB PER PLAN R, w N'1TF..: P.O. Box 69039 I Portland, Oregon 07'�Of-0039 ' FOR C AB -- SEE PLAN �SUBGRADE PREPARATION Phone: (503)224--950 CLR —PER CEOTEC,t ENGR. SEE SCHtD -- RE!NFORClNG FAX: (503)228-1185 SEE Foorl�Ic SCHEDULE m N r4N\PLA N qq6P�NCivil tructural 1310* .rr COLUAIIN TO FOOi1NG 2 BLOCKOUT AT COLUMN sPLANJ �,� tic. 1/2'=1'-0` 4 NO SCALE l AT COLUMN/WALL 1 1/2"=1'-0` o AT COLUMN/WALL 1 1/2--1�-0` o AT COLUMN/WALL 1 i/2"-V-0" m 06�U S.W. Bancroft Street =8.1 86,1 A 88.1 88.1 S81 I P.O. Box t,9039 Portland, Oregon 9`e201-0039 I Phone: (503)224-9560 i FAX: (50„)22.8-1285 --SEE FOUNDATION PLAN Landscape Architect _ w FOR DIMENSIONS • �E PLAN 2-0 x 2-0 x /4 DOWELS CONTRACTORS OPTION - AT 4'-0' A.C. iF T/SU16 PER PLAN _- lsre W� �� PROVIDE SHIM/GROUT SPACE BETWEEN PANEL TO T/FTG EXGtF�S 2'-0' £MBED C CONCRETE PA��EL 1c�11its.WQUOAK 5T. fI PROVIDE DOWELS AT 2'-0' OC 6” /� SEE ELEVATIONS Portlond, Oregon 97204 AND FOOTING. PROVIDE ----- -- I A 3/4" FLAT BAR I I Phone: (503)228-3122 AND F-1-D WELD TO EACH '_- MBED B EMBED WiTH 1/4" x 5" EMBED 'C' QUISIDE 2` CLR. " CLR. O O FIL LE.T WEIR I ,---e 3/8x4xl'-0" W,/ (3) �{6x Arboriet OWEN ONCRETE TILT-UP PANEL 0 3'-O" A706 BARS EA IQ EQ. L I EMBED 'B 8 S_- SEE FOUNDATION PLAN FOR � 3 1 I SPACED --- - - - ABOOM� I I TYP 1 4 8 SIZE Z�Z I P.O. Box 641 0 /--COLUMN BEYOND a t`_ Portland.(Oregon ft 1207 / '>I 1 I- --DRY PACK AFTER WELDING O 0 Phone: (503)222-7007 . AB REINFORCEMENT o I AI WELL ROD OR 3/8 FLAT _ _--- _-_. SEE PLAN I tiIry - - Z BAR AS REWIRED COL PER PLAN Surveyor WESTIAM to 21 FIN. GRADE u ii Z----- - --- - -- --- - - ---'�O Y , . • At' CONR MM MB® B + + 1 ♦ y ` Y 2X1 -0 x1'-0 W 2 r c IST ;;•yy " w 4 Y 15115 S.W. Fequala Poricway, H - ITS •, +° J / / O ., , °• -BASE E 1s AB PER SCHED Suite 150 Mm 'C' -- - -- --- - 1 - - _- O 3/8x4x1 -U W/ (3) I�x w u 31 �' 'v 3'-0- A706 BARS EA E EQ. Portlan.i, Oregon -065 r—FOR FOOTING SIZE dt LOCATION _ + + M _ • • SPACED a" „ Phone (503)684-0657 SEE FOOTING SCHEDULE do PLAN 14 8 EE PANE TELT-UP PANEL I -_---�s— ° / • SEE PANEL ELEVATIONS � � ,. v . FOR THICKNESS AND REiNF __ `ri • . I - PANEL PER ELEV PROJECT: a PLAN jygjQE NOTE: -STD. HOOK APLR. SEE PLAN - - - PLACE CONNECTION SEE PLAN COLONIAL 2-0 FROM EACH END OF PANEL OOTING, STE PLAN PACIFIC e PANEL TO FOOTING OUTS4DE CORNER 6 END TO END G g SHEAR CONNECTION AT FOOTING " M 10 . . LEASING 86.1 3/4`-1'-O- g81 3/4'-1'-0' 3/4"s1'-0w 86.1 1 1/2"-1 -0 86.1 1 1/2 =1 -0 Z 9" CRETE SLAB - - — �----- ---===_' SEE PLA'I I LR SiZE -- - - NOTES: SLAG REINFORCING 1. SEF PANEL ELEV'S FOR REINF �D SEE PLAN 1'' (3) 5/8`• DBA O 4. OC do PANEL THICKNESS VERT REINF PER ELEV 2. SEE EMBED DETAILS j1 •P e 1/2'x3-x12" TOOLED EDGE _- 1/8- RADIUS TOOLED EDGE EMBED �A' SME -- l q• -----#3 TIES O 6" OC XTERiOR SLAB A* ME NISH GRADE 4" MIN. N BELOW T.O.S. w w � (3) 5/8-0 DBA O 4 OC ••• fl7 SLOPE_ �- -' / L 2 xTxS/16'x12- i INSIDE FACE_ ©MACKENZIE/SAITO & A SSOCIATES,P.C. I _ • --�- EMBED 'B' r 1996. All RIGHT; RE5CRVED ESE ARE RTY OF �+ I Z Lai -� ! • • • • • ( • TMMACKENZIE/SAITO &ASSOCIATEES, PC aG$w, e I +•� -' — -� i AND ARE 461 TO BE USED OR REPRO- 01 • -- 9• l+J - - - - — • . •L ° . . ,I DUCfD IN ANv MANNE YNTHOUT PRIOR IU -- ------- ---- --v -.- _ -- '- - •- < a h W11TFN PERMISSION — nl- PE I , I CLOSING DATE OUTSIDE FACE RE�nSLON Fa1110N OUTSIDE FACE OF CONC �7 PANEL (3) 5/8'0 x 9" DBA O 4. OC ■ I/5 AT TOP AND BOTTOM l-MB C,C, C 1/2`x3"x12" NUMBER OF REINF BARS END HORiZ REINF PER ELEV, EQUAL SPACING HORIZ REINF TO AS REQ'D --COARSE GRANULAR BASE OUTSI� HAVE STD HOUK --REVEAL PER ARCH _ --COMPACTED FILA EVEAL PER ARCH ri,N)iTURN [SOWN SLAB EDGE � 12 WELD EMBEDS / CONNECTIONS � TYPICAL PANEL LEG REINFORCING w . I W �.� 3/4 `11'-0 86.1 3"�1'-0" 86.1 1 1/2' - V-0" I CRETE SLAB SEE PLAN FOR S12t ,�4 Dor: L o 1'-o' oc SHEET TITLE: SLAB REINFORCING Wil- '-HORIZ PE!!:F AT PANEL LEG D L TA I LS SEE PLAN W/ 1180' HOOK. CONTINUE BLDG " A" PAST OPENING 2'-6" WHERE 1/8- RADIUS TOOLED EDGE REQUIRED. ROTATE HOOK AS 6 CONC W/ #4 O NEEDCD TO OBTAIN PROPER _XT>RIOR SLAB V-0" OC EW AT OPENING m HEiGHT.NCSEEOPANELL ELEV NISH GRADE 4" MPH. i FOR LOCATION NrELOW T.O.S. SLOPE 44�4 DOWEL. O 1'-0" OC o I l i ■ d e • • � „ • Cva^,L ivX�t ,n i-;; .�w � o Of .. ATE_- 9 DOWEL O i'-0" OC -- --- -- - _ - - - - -_ . SEPT. 1 , 1996 N N •i w u' D 9 1'-Q�`TYI' DRAWN BY: NAE I e CHECKED BY: TL&A TF 10 BELOW • • w • I • � • l _ I 51-IF-ET L—.REINF E'ER ELEV ♦5 AT TOP AND BOTTOM r' d `— --COARSF_ GRANULAR SASE O 1'-0" OC EW S8 . 1 SUMP "KR ARCH W/ `--- ---COMPACTED FILL /14x4'-O" FA SiDE TURN DOWN SLAB EDGE " ;� �n� ELEVATOR PIT SEvMgN r W � PANEL LEG REINFORCING 117 - JM "o. 296044 y �Q 0 1 Q�� 1/2 -1 -0 21 / i7V•1 13010 SW 68th Pkwy SIT 96-0047 PI.M 96 0337 22025 ���p tt '' p��• EpTE��p =� Igo @ BLIP 96-0521 NOM t. IF THIS NOTICE APPEARS CLEARER THAN THE OCT 8 1998 ROCIIMF.NT,THFDOCIIMFNTmOFMARGINALQUALITY. MICROFILMED ' IOM MAD!0 CHK% aw — • Ilillll�l�lili IIIIIIIIIIIIIIIIIIiIIIIIIIIIi Illfillll IIIIIIIII Ilil�illl Iln�liil till{1111 ILII{II!IIIIII�1111 ilii{nil IIIII1111 nil{Lilt HIIIIIIi ILLI{Inl IIIIIi1n nrttnn lililnit 111{Int 1111{1111 unliin nlrLni lin{ilii liiiblii lin{nniiinllin;illhlrlll�ilt{111)Tnl I ..M�ui.Y-a:aYlNid.:,..._....J.J y,U ___:.: YEOfww�!•i_I� 'L.:ya....eb _- 1. 3, Ylow , , t� ----3 112- TYP UON DEVMOPMEW W i ZaAYAW - � TYP LION 2325 SW First Avenua / 4 1/2' AT W24 Suite 201 i t LARGER Portland, Oregon 97201 1/2" ---- �---< TO COL IrLWfiES � t �. TOP h BOTTOM '•,� — -- ----- -- Phone: (503)299-6001) Ntm __ FAX: (s03)299-6703 j r I I (• j I • L.= BOLTS PER 3/4 3/J SCHLUULE - R&H ��— ks s 1— — i ! i i i• se. i• i ` • Q PER SCHEr)ULE W. \ �• I I 1 • i � 1 1• I � 1530 S.W. Taylor St. r \ — _ _- .-- - ----_--_- s • I v �� Portland, Oregon 97205 L3x3x'3/8-- • �- l_ I �m Phone: (503)228-7177 1• • 1 I I FAX: (503)224-3858 " 2 i• -� ;� e 1/2- BOLT & �' SCHEDULE i I -- _ REAM N0. OF A-325 - 1 1/2" c— �_ - 3 BEAM PER - TYP. - -- - --- --- —--- se. PLAN W10 - -- (2) 6/4"0 — 3/8" I EA. SIDE 1 INIZ W14, Cl2 (3) 3/4-0 _ 3/g• MA�'i�E1 SWO \ COLUMN PER e� p,W�vH P.C. C -k 1�OR 4' ----� /r PLAN WIB, W18 ! (4) 3/4-0 — 3/8 bf W21 (5) 3/4`� 1/2' (1690 : Bancroft Strut -� _-.- ._ _ -/ P.O. Box 59039 ' L3x3x3/8 -- W24 (6) 7/8'0 1/2' Portland, Oregon 9720'-0039 I W27, W30 (7) 1.0 1 2• Phone: r5G3)224-9570 W33 9 1"0 112" FAX: (503)228- 1285 1 i �1 DECK BEARING ANGLES � COLUMN � 2 SHEAR CONN. AT IN'T'ERIOR GIRDER � r3N\NON-MOME5_NT CONNECTION � 4 NON-MO'MENT CONNECTION � 5 TYPICAL BOLTED CONNECTION Civll Structural En blear � 1 --- 1 . ..'1, 0890 S.W. Bancroft Street NO SCAU: NO SCALE �+ �� 1 1,,2 -1 -0 1- �8.2 NO SCA'.E 58.2 -- NO SCALE g� ,,) P.O. Box 69039 t y N Phane:d,(50�224-9580on °039 FAX: (506)228-1285 Landscape Architect WALM �r IE 1/2" --� T7 COL FIANCES 5 1111 S.W. OAK 5T. I 1 4 _<)'t1P O BOTTOM 58' S8. Portland5 Suits , Oregon 97204 r ---_-- ------ --^ � -------- - --- Phone: (503)228-3122 s F j • (•� • I• Arborist xs I I I • i 1 • SII LL AM L OM 1 1 I , 8 I 1 A819OCI M I • I lie I • I • Sb. I 59 P.O. sox 641 ! 1/4 ! I I • I • ( 1 • • Portland, Oregon 97207 5/11 :I • Li I i • Lo I I • Phone: (503):222-7007 Su Jibe - I CONIRLTAYM NG i•� —1/2` Q PER 5/58.2 • 1 �x 1/2' - 15115 S.W. sequoia Parkway, I 1 ---- _ --� 3 BEAM PER NOTES:- I Suite 15Q Portland, Oregon 97224 PLAN 1. AT ALL GIRDERS WHERE BEAMS FRAME INTO Phone. (503)684,-0657 Sa• ONE SIDE OF GIRDERS ONLY. I STIFFENER v PER 8 S&2: - COLUMN PER 2. AT INTERIOR GIRDERS WHERE BEAMS FRAMING �. / � BM NOTE: 2 ---� PLAN INTO OPPOSITE SIDES OF GIRDER HAVE A 1'-0* PROJECT: . -k 1}OR 4" _-_ bf .OFFSET OR MORE. IN N -X' IS GREATER THAN 6" USE FULL DEPTH SHEAR /� TAB AT DEEPLR BEAM. COLONIAL _ PACIFIC s SKE:WE:D N10N MOMENT CONNECT. SHEAR CONN. AT INTERIOR GIRDER a NON-MOMENT CONNECTION s NON—MOMENT CONNECTION �o ONE SIDED SHEAR CONNECTION LEASING 1 1/2'-1'-0- r �.2 NO SCALE NO SCALE I NO SCALE vi N y (n V) NOTE: 3/4.0 HEADED SHEAR CONN. PLACE CONN. 3'- 0. OC AT SEE PLAN FGri SPACING PANELS 9 k 10. FOR OTHER CURTAINWALL AND -�- i PANELS PLACE 5'-0' OC 0�I Nl #4 x 6'-0" AT ;2'-0" OC 4'-0' ATTACHMENTS PER I I AT GIRDERS (CENTER - Al?CH'L 1 I I ~�l4 �♦ REINF. OVER GIRDER) /4 AT 24 O.C. ��- MAX_ - „ - DECK B SLAB PER PUN 1 1 t/2' /--L 6x4x3/8x0-7 W/ 3" SLOTTED y ; i HOLE. SEE ABOVE FOR SPACING oavpaON ' I 1/4 4- 1 -/4 CONT. 1• �d� 3/16 3-12 1 Q 0 3/4' CI R. 3/4" CLR. • 1 1 /3 HA.;RPIN x V-0' COVER CHAIR WWF AT BEAM COVE 1 CLR. 01,• � ° ,_� 3 16' BENT Q �1B • DECK SEE PLAN r " C MACKENZIE/SAITO k f,SSOCIa(ES,P.C. - -- -- — - — - -- �, - - - - - -- - 1 / 1 2x4x10 W 2 5 % I > I CLOSURE / - / (') /d Ix4 HWS THESE DRAWINGS OF } I _ CONTRACTORTOSHORE x (2) 5/a-0 THREADED WELD STUDS E.SEMACDRAWNGS A E ASSOCIATES PC I i WHEN L > 16 ,- - LOCATE AT BOTT OF SLOTTED AND ARE NOT f0 BE USED OR REPRO- • - a A j r HOLE AS SHOWN ABOVE DUCFD IN ANY MANNER, NATAIOUT PRIOR 5/800 x 11Lb. _ WRITTEt. PERMISSION 20 MINS 1 HEADED STUDS - �� o REVISI S: AT 24" O.C. a 1/2x5x10 REVISION EDITION 1 W/ (2) 5/8-OW 00 00 a I DECK. SEE PLAN 1 ' HWS @ CLOSING DATE `� --� --L BRACE OR PERPENDICULAR -y� 1 1/2" 4' 1 1/2' BEAM. SEE PLANS AND DETAIL (� - BEAM PER PLAN GGIIRRDNER. SEE i • 16/S8.2. PROVIDE BRACE AT r! CLOSURE STRIP 1 10'-0' O.C. MAX. \ BEAM SEE PLAN —CONC PANEL SEE ELEV O - I _ I VQ I_o!. n T�i�PICAL COMPOSITE BEAM N 12 ADDITIONAL REINF. AT GIRDER = ScCTION AT PERIMET�R 14 .� _ �. 1 _.`_ ,882) CHANNEL REAM PER PLAN I SHEET TITLE: 1 CHANNEL & BM PER PLAN D ETA I L.3 --,------SEE PLAN SLAB d1 DECK PER PLAN BLDG " N; FIELD MEASURE COPE BM & IE AS REQ'D IF SKEWED L 2 1/2 x 2 1/?. x 3/16 P �• it i,� i J e U O n „ ("-. , (3 BM PER 'LAN 6" IT-1 1/2" 1 1/2' _ -1 1/2- , 17 18 3/167 3J1� �' BRACE AT EA PANEL S8.2 Sa. _6'__ - 1 CLR � � �� s v � CONN„ SEE DIET'S 16, 17 7 18/S8.2 1/4 3112 -- ----.___� 112' -- - - - - - - - - - ' ' TE fY SEPT. 19. 1996 Lr I • DRAWN BY: NAE i • I • CHECKED BY:TL&A/tF f —CONN PER DET 14/58.2 I d , /�' • I SHEET 1 \ -L3x3x3/1Vx0'-9' W/ 1 L3x3x3 16 1 • • 13+ 2 (2) 3/4-0 HEADED STUDS z (2) 3/"A HEADCD STUDS � 3/Bx4x0'-4` W/ r 1) 3/4-e A325-SC BOLT c L -PANEL PER ELEV 0J2_ BRACE T'O BEAM CONNECTIC.�'N `� -E�_n BRACE PARALLEL TO DECK to BRACE PE�iP. TO CK �CV'VED " 296044 MO SCALE 58.2 — NO SCALE ' 88,2 , 1/2.�'._o 1 1/2 �1 --0 z 1 1112"-V-0; - 13010 SW 37 Pkwy 23 98-OW7 PI.M 96 0337 7'1 of 25 Vt OUP 96 0521 6�,.17):.� rTh'A171ti o? M i ,� ,' ':', $.-. .1.:•:.. .- 7si5A •.x 'e- .-•�:� i, ...�+MX°+Il:ae:.: .. -,_ .... ... .._ .d.._.;_�!A' .v.i p.`dt-1. _ -Mi�iY..1`c.Y'�+Ge.- _._. IF THIS NOTICE APPEARS CLEARER T114N THE OCT 81998 D(ICIIMENI',IPF DOC'I1IMF.NT IS OF MARGIN kl.QIIALITY, nl1cftorI�.n�En 111111111 i���t;!11I111� ilil�Iiiilili r►rI�I�11��Ii �I�Ii�►��I�I1 1���>>1i� Ilt�ili���iii�i 1111 11111 t 11111111111 lI111111111 IIIIIIII nnlunl,lnlnnluullntinnhnl unh,il nitlnn nul m nnhm nnlnlllnnhnlinnl+nt nulnn nnhultnllhul u1,hm 1luhnl nnlnntu111tn1innIHII nnlnn m11nn nnhni nnllm nnlinll�nlli,,,,: '11ju illihm unhnllnl,h-1111 .IYGYr814?-_r���'IP' .Lt. . _ ,,...sW. .�p,.yyhy.. ,,�-i:... .:: 4• _ _ __ _ -,t�s'S14._ ...,._. :-.«..n,...e. ...Yu...illwa` :'•�_..a., .r_.yy. r' , ., ., ,,.,,., L .-,,,:.., .'t', , .: .. $;'� 'i•.e it*krrr ^+,. ..:. r V V 4 • UNIT CURB ABOVE I PLACE CONN, X-O' OC AT OOWAW - -' --,---CHANNEL dr BM PER PLAN P , F et Avenue OC ____...._._z Lx3�'1s0'-7" Suits 201 - PAPLACE W- O OTHER _` (2) 1 - VEQ14 FSR PI AN .-. _,• NES Portland, Oregon 37201 Phony (503)299-6000 ". ----/4 DOWEL • f'-On OC DECK FUER PLAN FAX: (503)299-5703 1/4 _- SEE PLAN 2 1 _ ____. 6 � •� 1/4 %2" • I I LU R&H _,�,_ Cc**T &cT" W. I HORIZ O 1 -0 0(: Y .m ' 3/16 3092 �--METAL ROOF DECK PER PLAN S 1 4 / Portland. Oregon�P7205 --BM PER PLAN I GIRDER PER PLAN <, — — i (FAX: ;503)224-3638 Phone: (503)2213-7177 - —STIFFENER Q dc -3/4"Ix4 ,/2" HWS O 12" OC • I \ FOR EMBED B TS PER DET'S \ ___-_____-----_ _-- 5 do 8/S8.2 •I SEE 141 58.2 —8' CONIC SLAB ON METAL • 9�44� OOF TRUSS JOIST PER PLAN �� I COL PER PLAN DECK PER PLAN W/ 6x6 JOIST PER PLAN MACK ' " W= w1.4xW1.4 `Y.W.M. 1'r 2 I/2 x ,. and ASSM., P.C. —- - lE 1/2x4x1p 2 1/3 x 1f4 BETWEEN JST 0690 S.W. Bancroft Street ---SM PER PLAN WRIFY W/ JST t . �--------ROOF BEAR! PER PLAN P.O. Box 69039 Portland, Oregon 912J1-0039 i SEAT HEIGHTL Phone: (503)224-9570 ROOF DECK PER PLAN --•-FOR EkSBOL• 7/S9.2 r FAX: (51'13)228-1265 SFF a^p N 3 _ CNAI/�Struk Lural Engine v 3 - — _ (�J 4 g PURLIN TIE ACROSS BEAM F ENGNSHMN?l NO SCALE W w r t w a w a �i O 58,3 , 1/z �1 -o z 88.3 , ,/2 6, -o z $8,3 1 ,/2"�1'-0" g8,3 'wall-c. I 0690 S.W. Bancroft street P.O. Box 69U39 Portland, Oregon 97201-0$39 Phone: (503)224-9560 �rtr+a ** 2ta} ��' x .as^ , ,;,►v:c.spat r.=ism+�rsc' FAX: (503)228-1285 I Landscopo Architect ----TS 6x4x,/4 WAU(i MACY — ,11 S.W. OAK ST. —L4x6x3/8x0'-6" Suite 200 Portland, Oregon 97204 1/4 4" SEE PLAN Phone: (503)2213-3122 --•.DECK PER PLAN — I 1/4 2 1/2' DECK PER PLAN ` Arborist _ WLLIAM L OWEN ROOF DECK PER PLAN 1/4 2612 A990IMATM P.O. Box Fi41 z t I Phone: (503)222-7007 Surveyor 00—= WMAM& 1/4 FOR EMBED L6x6x3/8x0'-7" G NRLTAM M SEE 14/S8.2 15115 S.W. Sequoia Parkway, ---VI CHANNEL PER PLAN BM PER PLAN 5uito 150 Portland, Or 97224 Phone: (503)684-0657 NOTE PLACE CONN. 3'-0' OC AT PROJECT.- ---JOIST ROJECT: PANELS 9 & 10. FOR OTHER -,JOIST PER PLAN PANELS PLACE 5-0' OC f I << , COLONIAL `�+ PACIFIC r: s W m CURB AT SKYLIGHT .3 1 ,/T"=,'-0` z 88.3 1 ,/2"`i'-0" z -'-" 3'=1"-p" 4 LEASING f t --- CONC PANEL SLOTTED PIPE KICKER �� CONC PANEL -, SEE PLAN FOR LOCATION 17 EMBED E 1/2x4x8 W/ , -'�r— (,2) 112'0 x 4" ii WS a� w 1/2" THRU BOLT l r ' y' aJ Rk ` - t ---5/8 GUSSET R 1/4 • d -----METAL DECK PER PLAN 1 1/2" GUSSET t EXPIRES; 6 !771/4 ME �. I�/4TOI= �MACKENZIE/SAITO & ASSOGATES,P.C. S E CHANNEL PURLINS. SEE 1/410 METAL DECK ?ER PL�'.ry 1996, ALL RIGHTS RESERVED --SLATTED PIPE KiCKER .,. — THESE DRAWINGS ARE THEE PROPERTY OF PLAN FOR LOCATION i/4 `� , •1 T' it�CF� ---`MIGLE TO BM MACKENTiE SAITO & ASSOCIATES PC 12 AND ARE T TO BE I JSED OR REPRO— DUCED IN WRITTEN M PPE-P, MTH T PRIOR • � , L3x3x1/4 RFVISI S: — o v � v• Q 1/2x8x8 W/ (4) 1/2"Ox q Rk1ASI0N ED1110W $' HWS A 6" GAGE • ' a' 1/4-p- L3x3x1/4 EA SIDE OF ( Q 3/8x3x311 CLOSING DATE CHANNEL. COPE FLANGE AS REQ'D 1/ _ M .— -- 3 HAIRPIN A7 EA STUta' -Q 3/9x3x3 t TO 1/ BEAM PER DET X/XX 3'-0' — �=3" CHh,NNi'_ PURLIN PER FLAN 13 CAN®PY KICKER CONNECTION CAi`JCJPIY P""'LIN TO PANEL � iCANOPY PURLIN TO BEAM r s 583 — 1 1/2"�1'-Or z vii.V 1 1/2'=1'-O" SHEET TITLE: DETAIL'S BLDG A" DATE: SEPT. 19, 1996 DRAVMN BY: NAE CHECKED BY: TIp A/TF SHEETS 8 . 3 " I � II 17010 SW 68th Pkwy SIT"-o�qb JOB NO. 2.96044 PlM 98 03.7 24 0125 13UP 96 0521 _ IF THIS NOTICE APPEARS CLEARER THAN THF. OCT 8 1999 i)OCIIMFNT,'THF T/OCIIMF,NT IS OF M.ARCINAL QUALITY. 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I, �M F�•z I • 1f 1 i i I i' ri 1. 1 . cw f i I llfi'cr ^ar a;r �., 1, - - cw - I l ( / 1 I fy CIr _ ' I + r _ _ r f r" { ..r Iia, ... _w. :.-_ _• - i _ _ - __ - - _- ,-- - _ _ _1 Ilr- - _ _ _ _ /' i, _ y� ', , w rco FCO �` •:'� �•I�Tr►. 01;3) r11.\ Iwr-I ,Mr:=1wt-"' Iyw Fo t 1 I f _, ._.. � � �.--•�. �I I � it ' low t, a.. r: w , 1 ..J•. ;:; rco WC-1 RRS_ DIMv jE DIET ( ! I �►! /' I ; : WC•2 I !f RR HoT ♦ COLD Surrlt'• sct DETAIL ® t rC?I-.GT; +t�•I? o FO-1 3 CW DETAIL �� _-� !\ /r 1 1 I I Hw jyt Fco. 1 I i ih �w tt{ ij ' 1 I- _. _r...�_.-...�_'=,(\ _�_ 1 I �' / � I�' � ��• � .._._ �T[I_.iS� I��� + •_ +�Xr•�y/er,}P �1.��jr r • , 'f� rtrl �, \f. ! ! . • .�--�.- 111 � ./ -?I - - ---- - ,, � _� J. _ i '� i � �- � � .;,lop-- low _ 2 w ur, ' //' I .� I h. ! ��, I;�- - -_--_� « --�.,, , #tom= ! I• � Ewc f a w I I s/,'cw tli- —_�r`� -1-.. �r _ ._ - ',,'-.:ar-..-z,••r- -,• -.-z•rcr�.m:+--rt I�txserar,e-,.a s•--v:.. ►1• •.•.--1 I —y-- -'s a a.•:-.-..i_-ar�r-•.r+r._-:-aa- m:;n_-,aa-^r--- »a•nr-+r ems.+•--rr-_,�e-a,r- 7%1——. a._-.:c- .`+ �. � _ -. .__- _ _ {. __ i r ..� _... .._._.......�_.... ..«_._.. .�__• wr__ ._.•� _.-_,r__ .._� ... ...,.__...-,..r_._-.w.... r. J ._ -` '.4•I:- trRf-^S'r TT"f►llit •.•cTf,..._.._y-i•M_r. •yr• _ _ _ __ FO- Co _ ..-.. _. .._...___..�_v - ..-__._ ...- -... .- _'.__-__._�_ __-__•__"__�.__ T /, I li tl2 IIWRi k 3 fop If V i' IS .I' a i ISS.1 1 co tw C 111 4 L7 : • - �1' _ _[___ _ _�_,_ -i__-_— sem• - - i .. __ ._._.. __._._ wl _ ! + ! ( i) _L 171 I ! I - _ - • ( i I t f ! ! � I "cw GENERAL PLUMBING NOTiS All Floor Drains To Be Primed. I NB•I Yip _:_ "-a_+�._ �j: _ ! , I I 13w l I Lavatories To Have Maximum 110" water. i y I li I f I I,•.� i y _ Main Building Drains To Slope l2ti. i I i yyW- FLOOR PWN*xa�! I I C Y OF TIGARD .......... App d tionally ApproveEl ................................ D up C I' i on the work described In: T �j-1 For only , 1'� PERMIT NO ,yt '_�----- , _ . i ... -_: - 1:- _- --. _ -_ _ .. . .— - _,-. j r 1 ( Imo_ I sea letter to:Follm:..... ............ ........... i 1 i cc-To w k �r---w► ,- ,,I,tach.. ...y"e. ... ........ 1 i I y J CoT fi DOW: �;k res •� By -Data: I ISO F.u•; C:MCC:ICC' t lf' ,� c'�. � •�. ��'� ,•'lam I'y (� '. .� ,• I r At 13010 SW 9101h Pkwy 25 of 26 PL.N 99-0337 RUP 96-0521 i' , I r r \"+-.ar_-.-.M.w�r<. 1 r._..r.r _wrr-•w.Yrr_._..»_ •...._-r_.rrr_�.....r..«r..___. - ._.•_.,ra.__�r..w.._r. .._a..•_...•�r,_1r_r..Y......_._.+.r_.•:..�_a•...M_w�•w__._._r_r.,♦..__•-. .... .... ♦ __r _J♦ ♦.- +-.,-,_._ w-• --._✓./..._r.n++4 ..a_.._r... r_ ... __.... ... .._...-• _ ._ - _ ._•.. .Il -:J.wF:. ._,i.___:Mn.,.• r_..._, v - ..._.._,-Lr_.+.wF ..a.r _ _... _ .v r.__.�._ , i �a_ --� ..:£:..._ -ar�4_r_._.. _._.._ __....-„r„r, -. w _i'�ti.r -- • .. " ,JWr1e►t`" � - f IF THIS NOTICE APPEARS CLEARER THAN THE OCT 8 1998 DOCUN SENT,THE DOCUMENT iS OF MARGINAL QUALITY. MICROFILMED I�i�l�l lily 'ISI lil�I;I�t IIIIIIIi[P14 1111111111111 11111t�i Ijig M"11 % ittlglqq rlIIjjqt�ljl jlflq : is a udn nnhu►utIh1II nldna nnla11h1I11n1 d thn Nth all 11 d n Ilhr'Ii Duh► alln that e - _ t, A—M ... ., - _ 71 .. r � . I f YI U r r '11 } Ek 11 ... ,..... r ., j 1PM t u li.. a .. i , i Ori f#mr, 9-005 t,l'r.a�i,�: (61`113)-717.-7177 1 , 1 3 151M JI t_ � PI SII i i %r� �_�...r.______l .. - � - .. , . -• � d� i'� co Dw }t I� '; � '" fro 1w � ��' l <, I y M + I RD-I i ( 1 i ( � iI 1141-1 I G (05�120�N S4 ) Rift RD_1 748J SQ Ins t pbR,�lhai.� SO c I 1 ' f I y i 1+ I ; y 'y • IF _.•C:�..__V:'�`�'t.:�.� �----X�._.....r.•.__.--�- ._._.._._1 � �- ._ _. _. 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M•'. _71:1L w..Y,tri - -'fR.. . �i Y_c S Y1,•__..'f= _._-._..._._.___ _ _ \ w r • r " _a 1 I If ss Z VTR .._ _ _....... _—» 0 L VTR . I 1 socotro rt/oolt pr.nMsiac I ONAWN BY, ' h RD•I ( k915 SQ') i i ' I __ - 11c�.,ie.�� .,.r-•• a�rs-•e* r.�r- _ .'�• 7-er x=`• .___...._. ._. ..-•ewtr-•i."r t � _.._ ._ __ ._- -. - _. - ._. ._.r__......_.._.. ' ". - - ._.. I I CHrtC,r.D AY: y i I SI•i: �' r . . s „, ' JOn N0. , t I ,. :- ud � _ 4 fah ___.__. ..._. .... __>. ._ ___ _.. .._.._._.. _._.w....—.__............___...--_._.r..._.,...-_._.._.._�._..__._-..aw....�— «-r.wr.._.......w—__..___...-...__-_.___._«.__-..._... w_r...r,+.. - - ..._.._._a._ .._..__._ _ ... '-N` �1.� /�• Ilk Nil,. , r.'... .:i _f`.�_��e'�.'�'i'...�r_`_--... ....____. _+_ �' •`,., .-WA�yr,a'MVT�Ir Mab 1lMilMl',+�N;.�"4'"' IF THIS NOTICE APPEARS CLEARER THAN THE OCT 8 1998 DOCUMF.NT,IME DOCUMENT ISOFMARGINAL QUALITY. MICROFILMED 1111l11111lI111111111III ';a'���11111 1�11111111111 111Ill ill]1p l 11Ypl+ 1p-1"Ifflig 1111litt 1 111111'111 1 lllhm uulnu oclsl mlhm nldNm�ll) I in clam, 1111111 nihu hall ch unlMn Ilhu m1{►n� IIIIN ,. 1►:u 0 r - 1 t . r .10 a • _i"1 .•b-i1fR.-.g••,3ci.. +,a8<aE""�r:y«..akY,,. .i,.-,w „', 'pynq.' ' ,�,-„,w.�,.pw... .......' ♦: iia.: So 14 T OL q • i 4,• ,� ap, � :moi. A R&W CONN6TON CYC. FRES>'�tt[ RcLICF V41” SCT �r Ino Iii I I. 1530 S.W. Taylor St. PortlandOregon I (Tic or 3) j `� � , 'j Phone- '(503)228 77 n • `, I�� I�1�J I �� I FAX: 1;503)224-3838 AilL y.. r 2� FKV 6f T AT 66 PSY Ito V � I we-2 Skn i�• SRV S[T AT Td FSI WATER PIPE SIZING PEn APPENDIX A FCO 1 j v (Tw. OFJ) 1 ( (� 4/ WC-t z W 1 r To s•�•Z Dsman"I Load I 7 2�J 4"w TIP OF ac•1, wc•1� 1f 4 \ �•w Asa+aciatsd Pi�m,bltn� / L�i+cTr 16 WC @ 10 - 160. U-z I 4 UR @ 5 = 20. I� rK 1 12 N.�. ft eIPR. 12 LAV @ 2 - 24. 1'" U-1 I I 1�11�v )tea-ftland. OR V"48 j ," 2 DF @ 2 - 4. ' `. WK-, ,„ Pr ba lam (501••(N= iD 2 2 SS @ 4 - 8• I lb-i "� l PfdM Oill-91M 3 SINK @ 4 - 12. ; ( �I SNI I 5 HB @ 5 - 25. F01 I Y' I 1+� 1 2 SH @ 4 - 8• I 1 wt a �;'w I zw cw TOTAL. - 261 F.U. SN 1 3 w PERMISSIBLE FRICTION LOSS Minimum Residual Pressure To Be Maintained- 15 PSI. I ��� Elevation Of Highest FiAture Above t4sin- 16x.043= 7 PSI. i Friction Loss At Meter- 10 PSI. i ��►'Z,•'i �' i 1 � we-: 1 t P3 PRY S rAT1om TOTAL - 32 PSI. I ISI y'V i Average Minim (m Uaily Service Pressure - 65 PSI-32PSI- 33PSI ° 1 g I 1 ^ wt•1 ') W Friction Loss In Supply Pipes And Fitting Per 100 Feet. Ik c ( »c1 11 ( 100 x 33 - 3300;- 200 -16.50 PSI. 1 . I A Building Supply To Be 2j Per Chart A. I I I mo: •.� R'i i 1 wc•t I „ eve I\ � I/t•V we-1 1,w s� •• I I I�� ,, I I .i wc•1 1 \ t•I (Tyr. Or 3) r I pRO�CT: QJ T- rig COLONIAL CODE WTCOOMS DWV �; � xM° Fl(7bR LEASING' 3'w l•, � Tyr, at 3) i" FLOOR M L FvTUR[ Plu�+bla6 Pj 'li A"t ` V.1 WC-1 11 =�J V JJ1f -tit. .t cw 2h^ 1-1 ( Tr P, ow 3) No scale Z sI ,"c W(Tyr.) vr•.1 �/i MwR ` ZII CW 7 ` t.�W cw � �1 I(w sA.H.1 31; • '�tN cW sH•1 '� U•2 Z"cw •` '"I Plan View u 1 t �fl�cl�+ we-1 � I�(W �Ty/•, �� WC l Wt-1 d P, i 0 1'(•Tel 1'�,, rrtl •� SUKIP MP w Lr WC-1 r M P� .�VCz-.T 4 S TO -P j14f t rtC•I s�N l `W zli 'l:"IEwR n>rr�Ips • Sam*(Own= L-1 (1TF. of !) � t i'brsbl[{S�ldrly Co4o . - `rSwATr Stoeta Sear-; c+� 1 .ie t S+e awe A. l Ale dbc-y+s V �Q P�muaeac[ipF insalled near the oudet couLamoa beAtin=the I C � we-1 inwrilmd text. A00, Floor i c. ++c•1 �� t 1 , FUUW&Y Val titadc Valve- Elevanon View l-I Was � S�Porw (TTr Of .{) i P 1) puxnp it mwmsay coativ[W by an'1'.swig h and dis�'FMMO to A 50 FdAll P2 t{rveA a oslta ruityhlcs ^�aiaa. C,Iucmc m',e elf,posed or is appmved olaancr 5 COKE KESTRooMS Nt,T • tUl^ SuPol11 'R f 3 — P3 FlIV11TOR SUMP PUMP .�—._� : .:Y Z7 YJ4 �t••,.YL A.�"'i�.�'�R�.�.1 .:Y.'� �i ,.d-._ II'"I HIS NOTICE APPEARS CLF.ARFR THAN TIIF. OCT 8 1998 INH UMFNT,THE IKKIJMF.NT Ir-OF'MARGINAL QUALITY• MICROFII.,INL',D 11111111111114111111111;1 11!11111111111 ggT11111111 Illl;�lliltlt 1 llilt11�1l111 1111111 111111111111 .�—1IFICI( MAM 01 I. KA tnlntlllttlhiit nnl►nllnnhnl tnll�ontlnlinu nnhnl nnlllll nnlnn'I�Ilnll nnlrnid�ltl n1lbnl I111hI�1111n11� ".'1111i11n nuhnlun1l+nllnnLnl+nllnll nnhulnrl nnhnl�ianllnl rn�lnl Iluhul Inllnn mlhlo,mllfmlll �• ... \ '' . IL.YiWrW.aa.. a,...�___.�._:��31IYYI_.•,_,.,.._��I�. Y'4..u�;. _..... ..,. .. _ — _ ..Le.' , 1. AF � GIEFONCi/EDhEN _ First Avenue Suite 201 ...- I Portiami, Uregor. 97201 Phone: (503)299­6000 FAX: (503)299-6703 __.......... GRADING NOTES — r Z � /, � � �- ,. t:x1sT AG '�'• 1. ROUGH GRADING: BRING ALL FINISH GRADES 'f0 APPROXIMATE LEVELS --- 8C INDICATED. WHERE GRADES ARF NOT OTHERWISE INDICATED, FINISH GRADES -_- PAVEMENT y T THE 'AM A5 ADJACENT SID WALKS, CURBS, OR THE OBVIOUS 0 S.W. Taylor St. ONSTRUCTM M. {, ------�-- uA +I GRADE OFEADJACENT ESTRUCTURE.N GR kDE 'TO UNIFORM LEVELS OR SLOs'ES \ t , 153 � `• BETWEEN POINTS WERE GRADES ARE GIVEN. ROUND OF-F SURFACES, AVOJU Portland. Ore on 9IJU5 I'ir4+�Yw ft / Q - ABRUPT CHANGES IN LEVELS. ROUGH GRADE TO ALLOW FOR DEPTH OF Phone: (5C`3):?28- /117 0 ( S.W. / EXIST AC CONCRETE SLABS, WALKS, AND THEIR BASE COURSES. GRADE FOR PAVED FAX: (503)224-36.38 \ h PAwAY PAVEMENT DRIVES AND PAVED PARKINC AREAS AS INDICATED AND SPECIFIED HEREIN, PROVIDE OR SURFACE DRAINAGE AS jHO�itM, ALLOWING FOR THICKNESS OF AND F 5U C -"-- — "-` ` - - • ' ' SURFACING MATERIAL. FI _ .T NISHGRADING: ATCOMPLETION OF JOB AND AFTER BACKFILLING BY - J OTHER CRAFTS HAS BEEN COMPLETED, REr ILL AND COMPACT AREAS WHICH HAVE SETTLED OR ERODED TO BRING TO FINAL GRADES. GRADING TOLERANCES: ROUGH GRADE AT PAVED OR LANDSCAPED AREAS: ±0.1 FT. MACKENZ E/BAITO FINISH GRADE PRIOR TO PLACING FINAL SURFACING: ±0.03 FT. I and ASSM., P.C. TO 2• SIZES ANDr�I..EVELSAVATE FOR SFIOWN OR REQUIRED ALLOWD ORIER FORM CLEARANCE AND 0890 S.W. Bancroft Street P.Q. Box Oregon FOR PROPER COMPACTION OF REQUIRED BACKFILLING MATERIAL. Portland, Oregon 97201-0039 0 0r EXCAVATORS MUST COMPLY WITH O.R.S. 757.541 THROUGH 757.571; Phone: (503)224-9570 I� A I,. I EXCAVATOR(S) SHALL NOTIFY ALL UTILITY COMPPNIES FOR LINE LOCATIONS FAX: (503)2213 1.85 0 0 P 72 I4OURS (MINIMUM) PRIOR TO START OF WORK. DAMAGE 'TO t7Y UTILITIES SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. C Anl Engineer CKME BOGNEERM NC. 3. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES 0690 S.W. Bancroft Street 0Q4 f �i z m MUST BE INSTALLED AND MAINTAINED MEETING C.O.P. AND THE D.E.Q. P.O. Box 690.39 0 / �' ,n REQUIREMENTS. C.A.P. MAY, AT ANY TIME, ORDER CORRECTIVE ACTON Portland, Oregon 97201-0039 ,. I - o r �- r AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION C;ONIROL. Phone: (503)224 9560 �' / 0 - / - 4. EFFECT DRAINAGE CONTROL_ IS REQUIRED. DRAINAGE SHALL_ BE FAX: (503)228-1285 CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT / ADJACENT PRIVATE PROPERTY, PUBLIC PROPERI`Y, AND THE RECEIV;NG Landscape Architect SYSTEM ARE NOT ADVERSELY IMPACTED. C.O.P. MAY, AT ANY TIME, ORDER WAXER MACY t �7 p CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE 111 S.W. OAK ST. DRAINAGE CONTROL. Suite 200 S 3 1 NC13 I'1 cS0 Portland, Oregon 9.204 k �i � J 5 DENOTED. ELEVATIONS ARE F1N15H GRADE, TGP OF A.C. UNLESS O.1`HERWISE/ / / Phone: (503)228-3122 13 Arborlst ED PROP �/ � `-�______ I i NOTES: A&BOCIATE9 / LQT NE ,� ` I THE SURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN ON THIS SHET IS VV ' 1 � BASED ON A SURVEY PREPARED BY WEcTLAKE CONSULTANTS INC. DATED 6/21/96. � P.O. Box 641 Portland, Oregon 97207 THE GEOTECHNICAL REPORT AND EARTHWORK SPECIFICATIONS Phone: (503)2-22--7007 ' !11 . ; I � ` I WERE PREPARED BY GeoEnglneera, Inc. SEE SPECIFICATIONS ( � t r SECTION 02200. - /// I Surveyor 0 M O 4 - I Sequoia Parkwa1, Suite 150 Portland, Oregon 97224 i 76� LEGEND Phone: (50:1)684-0652 PROJECT: 239 PROPOSED CONTOUR COLONIAL ' - 240 - - EXISTING CONTOUR �. Q I PACIFIC ii M(�----- � OAK 20' TREE TO BE SAV ED LEASING CONTRACTOR TOENSURE 4 DRAINAGEPOSITIVE AROUND BUILDING o SPOT ELEVATION '1'ENAeVT 11 06 0 I � I 7 ! 0 0 I I CONTRt, TOR TO SHAPE ` � �� j j 4 e y, _ I 'M�VEME� \ I _ TO DRA AWAY FROM -- 9TT � -- --�-- --+--- - DITCH FLOW LINE i BUILDI IF PIPE PLUGS �- 1 �._ rl f I .p TC TOP PCC X 10 1 ro o kA f � , I Jim � 1 H H H 1 0 I \ , i E--5.. M X I I y 13. O y I l ! _ 1 — 1 i j �, r ��ww�1 �� � I `7� G r_Ply l r 21- �r �FE :0 ,' ING 1 I EXPIRES: 12 31 96 r _ \ . . • , • , " /�� OMACKENZIE/SAITO At ASSOCIATES,P.C. BLDG *A _.� 1996, All RIGHTS RESEQVED • . I THESE DRAWINGS ARE THL PROPERTY OF ZI � f Yt� 'c- _ FT= �MT/ PC MA fKENZANYAMANNER SWITHUUREPRO- C) SPRIOR SHAPE TO 1 I DUCE AND ARE NOT TO BE USED OR DRAIP: � - X �j 1 -I. r f WRITTEN PERMISSION 2—STORK c� J REVISIONS: -5.Ju1 A `� I l ( � /�� (REVISION EDITION ` ( OFFICE B�, 1NG t I `� /'ff �0- 00 CLOSING DATE p� �/v� z lni 1 1 117LDG *89 RA � r \, V 1 1 I 1 10/7/96 ' FF 236,00 = � . �1 /� � �P �� ` I �1 Q /_ � I ty 2 12396 . t3112/17/96 _ -- 0 i Q 0d `fir.. F '� < t L., _ -- .._... jC _ - 246 itOPERT i SHEET TI P _ 'ti 2r° W ni N �, Aa LINE C�- I < p C W �' GRADING PLAN , •l�T OF G - Apoved ... . ....... noiApproved .. . . .. ...., f . Par only tho work s described ' i PERMIT NO. v_ _.fjrj4- ,_ See Letter to:Follow. . ......... T( Attach..... . ,Job A / s44 6• fA fc-t(J DATE: DRAWN BY: RJH,JMH CHECKED BY:OGI.,RLF SHEET ' FULL SHEET REVISION J RAJ__ a� IT�17�98 P a� CONS 1 1 UC � iON JM N0. SETS DEC17 1996 _ IF THP;NOTICE APPEARS CLEARER THAN THECT a 398 D0CIIMFN ,THF,DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED MICROFILMCD JI�IlI�IlIlIl1 I1111111111I Im 111111 iI111111111�I I i�lli�l�l�l�i ; r!f�l�l�'j1ll!i I ill�l�1011l�I i�l�l�lll�lil� .� rnc�r w�ot IPP�ruu IIIlilll illilllll IIIllinlli-7111�IIIII IIHI!HillLill Iinliln nllllhl Ilnhltl Irllhnl nnhlJ Ilnlltin nllli,u IIJJhIII�Iuthtlt Indnitltutlltll uldnnllnl�ftltllHlittit ntihfh int!Lln nilllal nnhn�.�;ii 1Jt1 lutlllll IJIIIJin Ilnhtu llr�Imill!IIIIIII r ,T fY:. r. r •. n.. , ''.'..1:• rw l'..•..is '.I. -. i .. i. .. . r. , ♦ • ' L .x .. .. ..-r.r .. r. • r r mw wm�mwm 41 GEFMOEDLEN t F' r. 25 $ First Avenueu Suite 201 Portland, Oregon b/201 Phone:. � � ✓/'.•�' '~-` r..,' p Mtl+ �... _.. - .__. _ �--_'� (5U)299•-15000 i - - -_ .� . - � � ,a - C '..--'- ----•---" tJ'TILITY NOTES ,FAX: (503)299-6703 .. -�_ mE,_,WA \ "�'� - -.•-- •••�•...........,-.�.. 1. ALL WORK --HALL CONFORM TO THE REQUIREMEI.TS OF THE CITY OF TIGARD 1 / J �. t e• w AND THE CURRENT EDITION OF THE UNIFORM PLUMBING AND13 FAIST UNIFORM . PAVEWENi ifs BUILDING ":ODE. R&H �1 ( M ) r �• -- _ 2. SANITARY SEWER MATERIALS: C�ON�1 )CTYy 1�.AV W. 09 1'Mah 30 K '�} \ --- - ✓ 4 r"-'- - - --•------ --_� --•---.-- INTERIOR AND WITHIN 5' OF BUILDING: CAST IRON PIPE 1530 S.W. Taylor St. i \ --- - OTHER AREAS: PVC CONFORMING TO ASTM D-3034. Portland, Oregon 97205 I Phone: (503)228-- 177 W �p� p�►u/ y 1 � ! �•r• «i7Yl F'ARk;WA 1 /Q5 '4, EX15f AC l DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT tAX: (503)224--3638 �� ;•� I -"'� pAVEtrENi 3. THE WORKING + """ ----- _.•_..__.r.._____. 15'SA SHOW EVERY OFFSET, BEND OR E+70W REQUIRED FOR INSTALLATION IN THE -- _ - - E P YIDED THEY NOT SHOWEVERY DIMENSION, COMPONENT ♦ • ' SPACE RO ION, JOINT OR FITTING REQUIRED TO COMPLETE THE PROJECT. _ ALL CLOCAE TIONS FOR WORK SHALL BE CHECKED AND COORDINATED WITH f' EXISTING CONDITIONS IN THE FIELD BEFC'RE BEGINNING co"- I-RUCTION. F, - - I. �. EXISTING UNDERGROUND UTILITIES LAYIK:G WITHIN THE LIM, , OF EXCAVATION I- /� IQ �� 7 -~- �N� R7 r;1 � SHALL BE VERIFIED AS TO CONDITION, SIZE AND LOCATION BY UNCOVERING, PROVIDING SUCH IS PERMITTED BY LOCAL_ PUBLIC AUTHORITIES WITH I �2 32,45�6")� " 4-4 JURISDICTION' BEFORE BEGINNING CONSTRUCTION. CONTRACTOR TO NOTIFY CEWE/s0 � Ef 1 aa� Cars N f' I � ENGINEER IF THERE ARE ANY DISCREPANCIES. and ASSOC, P.C. 0690 S.W. Bancroft Streit 4. PROVIDE CLEANOUTS AS REQUIRED IN THE CURRENT UNIFORM PLUMBING CODE P.O. Box 69039 CHAPTER 7, SECTION 707 AND 719, AND CHAPTER 11, SECTION 1103.04. Portland, Oregon 97201-0039 0 \ 0 I I Phone: (503)224-9570 I I 5. WHEN A CONNECTION TO AN EXISTING PIPE IS TO BE MADE, THE CONTRACTOR I ; / V , SHALL EXPOSE AND VERIFY THE LOCATION FAX: (50..)228-1285 E. C ION ANp ELEVATION OF THE EXISTING PIPE. NOTIFY THE ENGINEER OF ANY DISCREPANCIES.. z 1 6. CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS PRIOR TO Civil/Structural Engineer a '� r I ,t o I COMMENCING WORK. NOTIFY ENGINEER OF DISCREF'ANC._!E S. MACKENM ENGNEMW W. 0690 S.W. Bancroft Street 7. EFFECTIVE EROSION CONTROL 1S REQUIRED. EROSION CCW•TROL DEViCEG MUST P.O. Box 69039 , I 1 ` r�^ BE INSTALLED AND MALNT'AINED MEETING CITY OF TIGARD Aivu T;;c D.E.Q. REGh iiREMENTS. Portland, Oregon 97201--0033 1E�230.5 r n ^'^' \\ / ;' I O © \"EMS50 " S� THE DEO OR THE CITY OF TIGARD MAY, AT ANY TIME, ORDER CORRECTiVE ACTION AND Phone: (503)224-9580 i Tt71-.4'4 ! A ! STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CO"TROL. i;n,;31!g ( / i FAX: (503)228-1285 f a i 8. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE 29 dE■-2 .57(8") I /� 42LF 6 O 1.0% MIN _ CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT Landscape Architect Am ADJACENT PRIVATE PROPERTY, !VING I WIC MACY PUBLIC PROPERTY, AND THE RECE 111 S.W. OAK S"f. SYSTEM ARE NOT ADVERSELY IMPACTED. THE CITY OF TIGARD MAY, AT ANY TIME, ,Aty230.5 8 / = ORDER CORRECTIVE ACTION AND STOPPAGE .ulte 2(;1)i M GE OF WORK TO ACCOMPLISH / ' IE=235.50 y EFFECTIVE DRAINAGE CON i ROL f ortland Oregon 97204 a Phone: (503)228--3122 111:a229 10'� ❑ w 9. ALL DOWNSPOUTS SHOWN FROM THE BUILDING ARE CONNECTED TO THE STORM f i 8 O TI! 8� "�� I f I 34`7318 6" O 1.0 DRAIN PIPES BY 6 STORM LINES WiTH 1% MiNIMUM SLOPE. PROP SED AQ_____.__. i I IE- . 81(6`) MIN. - { +113. L0� NE ^� I - Arborist ` � 'WIIIAfiit L 4MYEi�i Ji II 10. ALL STORM PIPES TO BE CONNECTED BY CONCENTRIC FITTINGS. A 7M l SOX lilN; , ti SII ^� 90LF 8" O 0.7 /! t F I ' i / , ( / P.O. Box 641 Portland, Oregon 97207 IE= 228.4 12' 2"PVC W/ BACKFLOW Phone: (503)222-7007 PREVENTOR SLuPE TO I IE-28.52 10 f ��� > � 111 DRAIN O 1% MiN• NOTIFY I� ENGINEER OF ANY ! Surveyor DISCREPANCIES CTION IDR i�O ! ,e O t a cxet�.rArvr ,W-1 15115 S.W. Sequola Pcrkwo Y. j + K Suite 150 1 f 1 r Phone: (503)684•-0652 j M,, 1 Portland, Oregon 87224 PROJECT: } 1 1 fE=229.40 i�'� ♦ \ IE=233.00 11 �. i�t�� LF 10" O 4.72% CC�LONIAI... g ;< a_ �` ` O ° 0 9 c 2 ) LEGEND i y; ( IE= 7.10(10w) , PACIFIC ' x EE c_2 _ 12 mow.• k IE*;t2 .27(8") O - ---fr -� STORM DRAIN I1SANITARY SEWER LEASING i N r , r - ----- FIRE WATER 1 0 4 , TENAW i _1 ' 1 r -- - - -- i -= T1NG-- .Sjl't9R111 1 ra 1 DOMESTIC WATER u�p a C��'�` `LE= 266�2"� } _ o - -- ` -- - -- -- - - - _ >: i - - - -- - - `V - ,-- + ilYllr ROr GMGI'r 1 Q m 6 O 11=2 y FIRE HYDRANT z u 11X MIN _moi' R 1. " � .L �7`�yL { V I- \ , ,A 1 IES 2 6 ) I _L'=232.53 12 IE=232.8 12'�; • ' I ; _ V _ ' I VE-233.07 I 1 O 0.5 1 12 O 3 R_ 3 lF 9 LF O .5+G 1 • i .86 1 E-22.7'7'' 12 + E�122O 1.0 o ► EN 6 I. I31.9732.2( F \ i\ 11614.x 11 - 4' . % - , 32 LF 10' B 1 - 43 1 9.9Fr- { I 9rr 2 a7 1 �JI"1 i O 0.5% PLU 6ND + - �+ � �`���1�'� o35 LF STUB O 11:5 MARK I i I , _ T.. O 3.9% 4" \PLUG MARK OFF9CE,ffLA L PJM -'°"'Q-% _ 4`'1'1 2 - ' . - EXPIRES: 12/31/96 IEE227,5r 10 f ` - - v� '• ••' BLDGD8 LF I �---- �MACKENZIE/SAITO h ASSOCIATES,P,C. r / "996, ALL RIGHTS RESERVED i N N r- �, --•--•--•� Em233.00(6 ) FF � 2141, 1 I INV -�� 7 ( . J THESE DRAWINGS AIDE THE PROPERTY OF i_ MACKENZIE SAiTO & ASSOCIATES, Pf, 1f AN E NOT TO - x w " 2"PVC W/ EIACKFLOW !iA N � PR( vE':TOR SLOPE TO f �j'E^ r � AND BF. USED OR REPRO DRAN O 11: MIN. NOTIFY I IE=232.54(4 ! DUCED IN NY MANNER, WITHOUT PRIOR WRITTEN PERMIS-ZION / ) ENGINEER OF ANY a-STORY � l k 1 $ � DI�CREPANC(ES PRIOR \ ' i 6" , I 111 + + 0 TO ONSTRUCTIOIV � �,� L7�,il�l�ifVG RA i r--__ IE=232.50(4' REVISIONS: _ � .r 0 REMSION E01TiON AN I I (CLOSING DATE - IE-239.0 fr TYP d I 1 F � ,IE-232.50(4 / �___ � - � �` ( CONTRACTOR TO 10 7 96 ,J1 910 j VERIFY SiZE AND ar I I r1 O 2.07. =233.00(6') ICS LOCATiCN WITH N ! I 2 12/3L96 ,I 1 � ONT!2ACTOR TO VERIFY I ,4RC!i. PLAN C2-3 ' � 12�1�96� � 0 lIEr229.03(1U") 1 IE=232.32(8") ZE AND LOCATION W/ i PRiOR TO I fE=230.00(6') iE=?.33.00 rS" CH. ^CANS (TYP) �, a CONSTRUCTION 1 II1 _ _ • i INVt_ ��80 8' O O:K 0 LF 8` OX 0j^-;L �✓ r -r -- SIDEWALK EA E:MENT .. 3 PROPERTYE �• '��. I?z �__.__._.___..�.. .�___._._-..----•- _� . ____�rt �� r�.,.✓,..�'' `I as CON RACTGR TO^� 1 --- -� CHANNEL f`i2AINAGE u , SHEET TITLE:� 'Xi }C1?SRT- S � WALE Tu EXISTING 1i' I 229 OfJ CULVERT +C T_ =-T T r_ -�.�.__T _r STORM j _ _ - �� -- - -- - ------- PLAN 1-3 IIN INMFWA'iF 5 ( 1 --5 ) DATE: -m. .N� mcnz� DRAWN BY: RJH,JMH � CHECKED BY:DGL,RLF rte--- _---.-� SHEET ' C 4 FULL SHEET REVISION , 3 FtC4 C4 12/t 7/98 TRE-SURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN ON THiS SHEET iS CCJNSTRUC11ON Jb8 N0. , BASED ON A SURVEY PREPARED BY WESTLAKE CONSULTANTS INC. DATED 6/21/k16, or T: DEC 1996 � --- _ ---� , - r IF THiS NO710E APPEARS CLEARER THAN THE Q(`T g 1998 DOCUIwF,NT,THE I#OC.UMENT IS OF MARGINAL QUALITY. ��ED nzlc�tor�►, �. NON I�lil�lil{Ijl Ijl�ljl�lilil i lililll'lil{f ! lililil+!ilii liliiif�lilil�l';i/�l(f�l{i�I I lilii�f�l�l(i lifilil�lil�l I iif�iil�liijf f lililif,lilil� t itlilllililil f�l�l�{ii)'11j INCH Mlle! T IIIR�...-.. I Tr Illillllllll{IIIIiIII{I; i � 1� �f l 1 u u!i unlunlnnhn+Inn Dolan nld11H nn{Ilu Inliln nn{nn+nllG 11111{1111 ilii{Illlillll{1111 ILII{1111 IIIIIIIII 1111{Illllllflwllllllll{1111 11IIIIII IlHiiill lll,ilr Ihn1 lulm ri,hm INIhlldmlhm nl� lu nuhnl+n► f ... .-rz'r rn,.pyr,..+'-,W,�'To,r.T.� mr�;*x+n�±rnr> .. ..... .. _ • t • i r 2':25 SW First Avenue •" Suite 201 Portland, Oregon 97201 �.--- Phone: (503)299-6000 F'AX: 99 3)2 -6703 KEYNOTES � - Co. G r'N r EXTRUDED CONCFETE CURB SEE DETAIL 8/C(1 E 1530 S.W. T(,y1or St. ` PA Portland, Oregon 07205 MST ACO2 VERTICAL CONCRETE CURB SEE DETAIL 9/C6 (� �- VEMkh,PA 6 ' Phone: (50J)228-7177177 c 0 �, L 3 8 CONCRETE SIDEWALK SEE DETAIL 7/C6 FAX: (503)224-3636 �.✓ �;} ..._'_ ----- CA — Q HANDICAP PARKING STALL SEE DETAIL 11/C6 CA \ $.W. Ath RKWAY 15 EXIST AC _ ~� r 4 PAVEAMEN't �s 62'43'45 __ __..� N 02' 37 47 E 1117 14 LANDSCAPE AREA 0' R - 139.30' =r ' . . - . .• f L %1 4.t WHITE PARKING STRIPING f ' -- —�'-''7- `/ m �• \ ��-- 5 � ( 'w,�' ?. CURB BREAK-AC TG BE FLUSH WITH CONCRE�E SIDEWALK, 27'22'26` I 30' 10 TYP w r' � �� O NOT USED y R � 3f38.:ti' t f' ��.� � { f � � �C�E SIDEWALK AT MAX. 1 1 TO MATCH S L � 185.50' � � �f,.' w I .•� 9 I N Rt2-5`11\ 1 I / E TURED WARNING S.RFACE PER ADA i 0, � * R5.0 5 R15.0' i R5 0't:? 17 10 EXISTING TREE TO BE SAVED �r R:5' � �5� N `*� 3 ' � 32' 24' 72' BICYCLE RA(:K 10 SPACES FQl1lRED) TYP 24 f0 ---- _ SEE DETAIL 16f C6 in o c 5 �0 HANDICAP CURB RAMP. SEE DETAIL 15/C6 PROPERT - lir• \ f -- `�' LINEa \ \ R5.0'1 R3.0 F f C;} 13 5' SIDEWALK. SEE DETAIL 1� /C6 r, EAE # L;T \ ` I - -- ---- 14 5' PUPLIC SIDEWALK. SEE DETAIL 14/C6 h pry 15 STANDARD COMMERCIAL DRIVEWAY ENTRANCE. SEE 6/C6 �'J ,-•� G 28.5' 16 18' 24'_ 8 18' 2�!' . 1 0' 18 NEW TREES ?0 BE PLANTED-SEE LANDSCAPE PLANS V 04 — ! x 4' _ PLANTER 17 PAINTED CURB FIRE ACCESS 6 �` \ (TYP� -- - i wnd�s�cape MACY Architect TYP 0 18 TRUCK LOADING AREA 111 S.W. OAK ST. J 14 �� % \ - 6 a _-_ _ Suite 200 \ EE1. _ 19 TRASH ENCLOSURE Portland, Oregon 97204 •a, Phone: (503)228-3122 4 x 4 1 'ZO TRANSFORMER PAD PLANTER - PR `\ \ ___ (TYP) Arborlst WLI. OWEN _ 3.5' PROPOSED SiEWAtK LIQ` \ °� 21 GENERATOR A8901�1 T S At:IAT w ' DRIVE UTILIYY -- P.O. Box 641 \ _- IRRIGATION CON 'ROL WITHIN SPRINKLER ROOM r \ \ 1 1 EASEMENTS � � '�\ \ fie, � I r'ortfand, Oregon 97207 ,+ I \ --- 0 w Phone: (503)222-7007 \ j ? B• ' ' -- RETAINING WALL 30 MAX TW TO FG ' 4?x 4' Surveyor R2.5' R2.5' -- 19 WEsn.A*& 10 t�I PLANTER •rp :t TYp t 1 T E DATA t (TYP) — 17 TIP f 2 � _ �_ PAVING SECTION— to Nc. f f0 - \� 115115 S.W. Sequoia Parkway, PARKING ?AVING Suite 150 ;►- — a - r-, I , ( m 2f TOTAL SITE AREA 2 1 12' AC PAVEMENT OVER Portland, Oregon 97224 tt I + 7 CRUSHED ROCK OVER Phone: (503)684-0652 — c NORTH 0 F 68TH 5. 6 •I AC. COMPACTED SUBGRADE - 2 191' PROJECT: _ L1tity` AISLE PAVING *1 1 .� ; 18 20 30 AC PAVEMENT OVER TRIANGLE VGLE PARKING READ - 4 5 9 AGGREGATE BASE OVER - lot, — _ COMPACTED SUBGRALE 1 i , 24_ 3 _ 24'_ ,_ } 2 ' `3 ' 24' - 24' ` 24' 18• . le , 22 !1 _ PARKING PROVIDED CORPORATE BASED ON GEOTECVNICAL 9 DISABLED REPORT BY GeoEngineers, Inc. �/ - DATED 6/19/96 PARD 3 TYP - I ad �,�j - _ k, �} �, 2 3 191 COMPACT ► 5 1 - f 237 STANDARD BUILDING II 12 10 2 5 436 TOTAL ! . 17 TYP L.R2 5' 4 c'�y 4 ) _ f a r o 4 2 ( 16 ........_.-.. 6 c.J �. f r 7 H ,18 H N H ' . FIRE ACCESS NOTES ��#;���Q r f 12 15 I,.� 16 Y At WHERE FIRE ACCESS ROADWAYS ARE NOT OF SUFFICIENT 7 16 - V ,. { 2-STORY TH-TOd�ATE PARKED VEHICLL3, "NO PARKING' SIGNS SHALL BE -V`! is. 2 16 `� g 3 9 , INSTALLED ON ONE QR 80TH SIDES OF THE ROADWAY AS NEEDED. UFC SEC. 90 .2.2.5) 3 � ' i,) E BUILDING I SIGNS SHALL READ NO PARKING - FIRE LANE - TOW AWAY ZONE ORS 98.810 . ' _ 9 AND SHALL BE INSTILLED WITH A CLEAR SPACE ABOVE GROUND LIVEL OF 7'. EXPIRES: 1,1=96 I SIGNS SHALL BE 12' HIGH BY 18" WIDE AND SHALL HAVE BLACK OR RED LETTER" •� gl3 rAs AND BORDER ON A �A4iITE BACKGROUND.(UFC SEC. 901.4.5.(1)(2jh(3) ---- ---, ' ' ' GROUP MACKi NZIE, 1996 I i 14 + - I Q�$� F1RFx APPARATUS ACCESS ROADWAY CURBS SHALL BE PAINTED © A1.1 RIGHTS RESEOVEC • YELI.OW AND MARKED NO PARKING FLRE LANE AT EACH 25 FEET. LETTERING SHALL �l r5 1 HAVE A STROKE OF NOT LESS THAN 1 WIDE BY 6' HiGH.(UFC SEC. 901.4.5.2) THESE ORA'�MACKNGS ARE TN a�<o NOTRTY of J GROUP MAS KEN21E AND r QE. NOT _ ? . 11 TO BE USED OR REPRODUCED iN ARATUS ACCESS ROADWAYS AND FIRE FIGHTING WA PLIES SHALL WRITTEN PERMISSION �~1 ) —STORY - s 2 • APPROVZD ANY MANNER, WITHOUT PRIfF? BE INSTALLED AND OPERATIONAL PRIOR TO ANY OTHER CONSTRUCTION ON THE t OFFICE BUILDING ! t i;' SiTE OR SUBDIVISION. (UFC SEC. 8704) REVISIO S: i JISIoN EDITION S 1� �� 23 �DG sBs ,� 0 y A K14OX BOX FOR BUILDING ACCESS 1S REQUIRED FOR THIS BUILDING. I (CLOSING DATE bre } 1 TACT THE FIRE MARSHALL'S OFFICE FOR AN APPLICATION AND J1 04 0 1! { � , 0 FF .� 1 INSTRUCTIONS REGARDING INSTALLATION AND PLACEMENT. 1 10/7/96 0i z 2 1236 jr0 7f- ' ° LEGEND .. >T^I I I 0 TREE TO BE SAVED 00 - SIDEWALK EASEMENT i S 01' 1)' 39' W ( k w� , 1� 4i.90' � ` �• C.j� �� TREE TO BE REMOVED PROPERTY LINE ' a DRIVE AiSLE AC. PARKING AC PCC AT DRIVEWAYS SHEET TITLE: El VERTICAL CURB EXTRUDED CURB SITE PLAN ._...._ .........._. _. _._...._ _. ......_ ......_.._..._ ...__._ - --- - - _. YELLOW PAINT -. r ..- ..._.. .._ .. O ED CURB FiRE ACCESS NOTES 1. ALL CURB RAMPS SHALL BE A MAXIMUM OF 6' � Jt 2. CONTRACTOR TO VERIFY TREES TO BE SAVED WITH ti % SEnARATE TREE PLAN /i� f 7 DATE: I�YT�RgT'ATE 5 ( I –5 ) BENCHMARK /1101� C. _ Gf'� DRAWN BY: RJH,JMH CHECKED BY:DGL,RLF CITY OF TIG/1RD BENCHMARK NUMBER 212, A BRASS DISK ON S.W. 68TH � _ r r-ARKWAY, 650' SOUTH OF 5 W. HAMPTON, ELEVATION 238.62. SHEET — 1 hlQTE RC7 12/7/96 Ti r SURVEY iNFORMATION SHOWN AS A BACKGROUND SCREEN ON THiS SHET S ISSUED FOR SHELF' JOB NO. - �4 - BARED ON A SURVEY PREPARED BY WESTLAKE CONSULTANTS INC. DATED 6/21/1111111. � � ' PERN.�f f SET; ITEC 13 X136 __�._.._----..._.___ ---- ___.-`-`-.- - -------._ .. __ _.- - --------.`---`-. ----.___.__...---. ___ w,e+. awn\w•.,ww r. N , IF THIS NOTICE APPEARS CLEARER THAN TrIE OCT 8 1998 ix)CIJMRNT,THE D000MF.NT IS OF MARGINAL QZ ALITV. MICROF ILMED W11 �I1I+I1I?!;.'I I�!{I�I�I{I;lil I�I�ftl�l{!�I 1!tjf{r�!Jt{1!! ! I1i111I1II11 1 i{I{iI(�i(i�I I I�I�I�I�I�IjI i'!�I{!�I�gpIll L Ittllllf lllllil►i►llllllfllilllllitllllll{U!�dlil�lll!(III{1111 itll{1111(III{Illi fllf{!III fllf{l!HII!!l{III!IIlI{IIN!RI{lNlliill{ilNIIII!{!IIlIlllilillllllllitl!!!!N!{!!!lfll!!1lIN RliI1N1 III1IIHi,iiri`liiihlitlilit tlHbnl IIt11llil tfU�IIN rNllINI IIA{Nil 1111{III)IGt+ 4 r