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InitiallyGood r• r i '.7y Keynotes r• .1 1. MAILBOX BY OWNER 2. CONCRETE SIDEWALK SEE DETAIL 5/A5.1 MILDREN DESIGN GI-10 P. 3. ACCESSIBLE PARKING AND SIGNAGE, SEE DETAIL 1/A5.1 AR('}iT1EC'TURB WACe - 4. ACCESSIBLE RAMP SEE DETAIL 2 A5.1 . ....._..._..._'._• ._..._.._ / 11830 SW Kerr Parkway, ite 5. AREA TO BE LANDSCAPED - .. �.•_".,"-'._._ _•_._._.._,- like Oswego, Oregon 6. COMMERCIAL DRIVEWAY PER CITY OF TIGARD STANDARDS (503) 244-0552 rdORl'HER"N kAILrCIAl) - - -__ _ - 7. STRIPED CROSSWALK 8. TRASH ENCLOSURE, SEE DETAIL 5/A5.4 32_5'_0_ _ - _ -- -- 11o'--0" --- -- ---�_ 9. EXTRUDED CURB. TYPICAL. SEE DETAIL B/A5.1 10. 4 WHITE PAINTED STRIPING. TYPICAL. .I 5 11. NEW SIDEWALK AT SHADED AREA IN ACCORDANCE WITH - ---- - 6' 1STANDARDS. B'_0- 1s-°" ?5'-0 14;_0-- 12. 2�6" OF ASPHALTIC CONCRETE OVER 9" CRUSHED ROCK IN SHADED AREA. •'O 1 -_ _ "- o-- 13. 2�"' OF ASPHALTIC CONCRETE OVER 6" CRUSHED ROCK - __ 'I a (TYPICAL PAVING SECTION UNLESS NOTED) • • . • • ................ i_ 2 &n PROPOSED BUILDING '3 ,� 3 -� o --_ 305 Genera a 4 W L E R. General NotesCO & - 1. BICYCLE PARKING TO BE LOCATED AT INTERIOR OF BUILDING. 9 0 2 +- r 2. STOCKPILE EXISTING TOPSOIL ON-SITE FOR USE 1N LANDSCAPE O� 9 <N - r� AREAS. STOCK PILED TOPSOIL SHALL BE FREE FROM STONES, _ - - :::.'::.'. ... ..... ... _ A5.1 a N - WITHOUT ADMIXTURE OU OF SUBSOIL, CLAY, LUMPS, NOXIOl1S e - `� WEEDS, GRASSES, (SUCH AS; HORSETAIL, QUACKGRASS, JOHNSON .,� :,' '''':;...,.' } I 13 113 1u 13 �' GRASS, OR THEIR ROOTS) OR MATERIAL DELETERIOUS TO PLANT Owner. 'o i I. I I .. GROWTH THAT HINDER GRADING, PLANTING, OR MAINTENANCE . ..... ........... . .'.'. . ... . .............. '.'... .'... . . . .. . .. ... ........'.'... ......•.. . . . . . . ..•... ....... .. . . . . • .. .... . .. .. ... ... ... . . . . .. .. .. ...... .. . �,.'... ..... oOPERATIONS. PR T T KP TOPSOIL FROM EROSION �T . ... .. .. . . . :I. . . . . ..... .. ...........•...... .. .. . ......... . .... ... PROTECT STOCKPILED ILED OW 1�7 CO 4 . . .. . . . . . ... • ............ .... ...•...................... . . ....... ...•. ......,.... .. . .. . .. .... .. . t; .r -0 ........ .. 4' .4.'3'.4 'o ......... ... .. .. . ..... ....... . AND DO NOT MOVE IN A FROZEN OR SATURATED CONDITION. 3 SP. ....... . .. ...... ... . . . . . . .. v. o 0 ....... . . ..... ... .. • .. ..... .... ........ . 8t.�•'... . ..... .. . ......... ... . . �_j'.. . . . .. A5.1 .. ...... -0" �• 27'-0 . . . ...... . ..... .... . ... ....... . . . . ... . ... .... . . _ 2 ! 10'-7 1/2- 51'-0" -e' . .,, •, . •,••, •. . 1�i2'-d'l.'��. .. . .....,...'.'. .'.'.'.'..'.'. y 5P, Al 9'--b• � 83'-0 �, At 9'-0' = 64'-0' �0` ,• •:•,•,•,� ", �� . . . . . . . . .... . . .. ... . . . . . . .' N ... .. .... .. .... . . . . . . I.... ... ..... ... .... .. .. . . .. . .... .. ..- cp O13 ;:'':::;::::::;::; :':: ;::::: : '''::::;:..:: r 2. : : ::':: ::::::.. ................. ..... . ....... ::: CO .... . . . ..........'.'.......... . .. .e. .... .. . ....., . ..'....'..''�-. .. i / ..7 . 13 < a I .0 5 ,...... . . , ... . . . .... f ... .... . . . � 5 _ .. ...... .. ................... 10-01 ......................... .................::: ..........: ........... .......... ................. ............ ........................ _ --�_ . . .................. . ................ _ / / _. . .............. ........................ .. . .......... Project ... ............ 01�44'-.5 314' 5�_SP. AT 9'-0" 6� AT 8'-p" 51 -0• 40'-0" / OWNCO :>.W. t�11��oN r�r�lvE.. / / - _-- / 1MqovrfJ PLANS MUST BE ON JC / ,�. _ _ 4 v '� 2y Headquarters 1 - _..._..._..._... _..._..._..._..._..._._._ - / / TY OF TIGARD / Conciltioneily- / PP •.Inc..In --_._�...._.__....-.._. - _ --- _ / For only the w �........•�__--- pr-RMi"r NO e�cil to:F61At;aoch........................................ .. Tigard, Oregon Job Addr:...:.: _`! -�" _ Sheet Title 10-1 10010 Site Plan - - - - - / Area of Work > = 00 OAK ST OMONA / ZOO, / \ W / > Q Q DAKOTA ST C (n 4i� Cq,P'Alj C ReYlslom ST 10�° 1. 8/10/95 LO General Revision . Plan Site Data Tlgar �F 2. 12 September 1995 Site _ F� 1 30'-0" AREA: 7. COVERAGE: COVERAGE ALLOWED: > G d ( General Revision GAA LAE- T -Mc DONALD ST ¢ ROSE SITE 130,680 SF (2.99 A) N.A. N.A. - s w J BONITA RD _ �� 1- > IMPERVIOUS AREA ' % C, SAT TLER S BUILDING AREA (FOOTPRINT).- 48 900 SF 857 g PAVED AREA: 46,616.73 SF_ 35.69: _' Of, 73,0% � TOTAL IMPERVIOUS AREA: 95,516.-i3 � DURHAM _ RD LJ -- J� AREA- 7. COVERAGE: 7COVERAGE REQUIRED: _ CRNPE MILDREN DESIGN GROUP, P.C., 1995• ALL S�F 15 :LANDSCAPING 1 Dur P'l' RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF # SPACES PROVIDED. # SPACES REQUIRED: TUALATIN MILDREN DESIGN GROUP, P.C., AND ARE RD NOT TO DE USED OR REPRODUCED IN ANY MANNER, EXCLPT WITH THE PRIOR WRITTEN PAKKlNG �/�- - CHILDS oc PERMISSION OF MILDREN DESIGN GROUP, P.C. STANDARD: 50 ADMINISTRATIVE 50 -- COMPA!7: 36 WAREHOUSE 36 Tua(a ti Rivergrc Date: June 30, 1995 HANDICAP: 4 _ R� TOTAL SPACES PROVIDED: 90 TOTAL 86 ��- Drawn by Checked by: WEM WEM Area Map Job Number. 95003 • - Sheet Of. Mi11cnC`''" inn;a 1I nt z�J5 1 Construction Set ALI 1 01 If this police a1111ears clearer 111;111 the documew, the document is of mai-ginal (pia'.1y. ilil��ll�I 11IiNIJ + 411 11111111Ilj11111i!l!ill Ill 11 i ;ilili1ili4ili1. 1111��1�1� il��i� E��IIIlII m�I�t�I i+►iitn I �i� lliiilull�u�ll�LI�IIuII��luifli►tiluuliiiiliuiUilllimliiullluluiiluialln�lnllin��lnriii��lniilinilni� nulill��Inrinis�Itl+lith tlit;it 4 f��iiri i � ►.N inlin►I i t MaDR30 x so 130 p�7.�,t.,D —SJGN p Fp��GROUP,�� P.C. M 11$.90 SW Kerr Pwkwsy,Baine 925 Di FM Lake Ownp. Oregon!RM 1 inch 90 4t. M 244-M a ENGnQZWG INC. P.O.BOX 690 PORTLAND,OREGON 97501 WS 224-9660 ' t - 11... �• ' 144 , _ _____ — _.. _.,,_. _., ____ ._._ N R NCA 4 I I N On=" gf,."? / / I 23, Cl �-qR� 4 I I Ko VI EXPIRES: 6/30/97 4 II _- I 1 I 142..50 - a-- ' In , -� i- — .._ _. � _..., --• r+� , - - _ �- RAISE RIM ON MH a x; 0:11.1 41- . - --- FROM 139.09± TO 139.7± I I f .. ` 14 -4- - 14144 14� 40- p _ -- �-� y, _ I PL'O jOC't 4 4 I, �i i 141 44 i ru X39 OWNCO 14 I 141 - r 4 7' 140 138 6 1-3 , ,3g i TIGARD 4 140 141. 0 7 - - •�� /'` _ 7, E:7>Je I 1,4 7. 1 / Sheet 1l{1ft w � h. _ }111 ••/ - � � :`I Ile + 4 0 1 SITE 0 Z QUI ( '! .;j, -• 1 '~ -�� t� .-'r i.i I GRADhNG PLAN.................................. f GRADING NOTES LEGEND 1. ROUGH GRADING: BRING ALL F;NISH GRADES TO APPROXIMATE LEVELS 2. EXCAVATION: EXCAVATE FOR SLABS, PAVING, AND OTHER IMPROVEMENTS TO EXISTING CONTOUR 140 INDICATED. WHERE GRADES ARE NOT OTHERWISE INDICATED, FINISH GRADES SIZES AND LEVELS SHOWN OR REQUIRED. ALLOW FOR FORM CLEARANCE AND ' ARE TO BE THE SAME AS ADJACENT SIDEWALKS, CURBS, OR THE OBVIOUS FOR PROPER COMPACTION OF REQUIRED BACKFILLING MATERIAL. PROPOSED FINISH CONTOUR 140 GPADE OF ADJACENT STRUCTURE. GRADE TO UNIFORM LEVELS OR SLOPES EXCAVATOR(S) MUST COMPLY WITH O.R.S. 757.541 THROUGH 757.571; Mate DEMON at�uP, �•G, 11fw5. AU BETWEENPOINTS WHERE GRADES ARE GIVEN. ROUND OFF SURFACES, AVOID EXCA`,ArOR S SHALL NOTIFY ALL UTILITY COMPANIES FOR LINE LOCATIONS PROPOSED FINISH SPOT ELEVATION 140 , g RIGHTS R= GTP' CHANGES IN LEVELS. ROUGH GRADE TO ALLOW FOR DEPTH OF SEVENTY-TWO (72) HOURS (MINIMUM) PRIOR TO START OF WORK. DAMAGE TO TME DRAMnNas ARE THE QTY OF MaDREN DEMON GROW, P.Q. MID ARE CONCRETE SLABS, WALKS, AND THEIR BASE COURSES. GRADE FOR PAVED UTILITIES SHALL BE CORRECTED AT THE CONTRACTORS EXPENSE. PROPOSED CATCH BASIN 9M NOT TO FIE USED OR REPRODUCED w ANY DRIVES AND PAVED PARKING AREAS AS INDICATED AND SPECIFIED HEREIN, M,+wr+eP, EXCEPT DR THE PRIOR OUID.P P.C.PE7IMISSiON OF MLDRFIi DEMON OROUP, . AND PROVIDE FOR SURFACE DRAINAGE AS SHOWN, ALLOWING FOR THICKNESS 3. SEE GEOTECHNICAL REPORT PREPARED FOR THIS PROJECT FOR BACKFILL AND OF SURFACING MATERIAL. COMPACTION REQUIREMENTS. (REPORT OF GEOTECHNICAL ENGINEERING SERVICES t; Dlatkm 5#-M FINISH GRADING: AT COMPLETION OF JOB AND AFTER BACKFILLING BY PREPARED BY GEOENGINEERS, FEBRUARY 22, 1995). s OTHER CRAFTS HAS BEEN COMPLETED, REFILL AND COMPACT AREAS WHICH Dm'n by: OecW by: HAVE SETTLED OR ERODED TO BRING TO FINAL GRADES. 4. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES cm IK GRADING TOLERANCES: ROUGH GRADE AT PAVED OR LANDSCAPED AREAS: ±0.1 FT. MUST BE INSTALLED AND MAINTAINED MEETING THE D.E.Q. REQUIREMENTS. q FINISH GRADE PRIOR TO PLACING FINAL SURFACING: ±0.03 FT. THE CITY OF TIGARD MAY, AT ANY TIME, ORDER CORRECTIVE ACTION a Job Nmbe;r. 195197 AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. - Sheet Of.. • w Milton Court, 14424 2 of 02Et5 RESUBMITTEC� FOR PERMIT - JULY 27, 1995 I . 1 2 of 277 If Ihis uolice a11pears cleArer 111,111 file document, (lie documetil is of margimil qua'.ty. t�11: 1 T. ,��! ► I i�tjij11ij1 1 111j1j111j1ji {��ii�,, ji�� 1 1iij1i1'ijti�i ij!j�ji�ijiii HjiJill 1►ji11 I11,01lyi11j� i : I IiI�1111 r INC" M11N!ID.IN ! i�i�l�iu iiul�i�i i��ll�fi� •�irh�I � ,,,. ~iif r ,1�; �lltili�lll llll�ltll IIuIIIIIfIIItIIIIiIIIIfIIIlllilillllll 111ilu�lillUliinli�nlunlui�ini+Il�iiliinlnlilnliiiinlii�i ilnli�li to �� f 1 l,,F{.Y• f• .. --r++....r....._...r...-..._ «_..•.•..._ __...._.r..,,,-_. ._._-_w•_..-_.-.�. �.`^'.'...._"'_"" ••-+..._._.. .._.•...--,_� ..fir • I .. _ .� • C • - {' Mimm lei-qGN GROuP,PSC:. .� 130 11830 SW Kerr Parkway,Nft 925 � a rlia�r ) Luke Oewvgo� Oragm 970.6 i faoh M 244-M ` P.O.BOX mm � POWs AM OMOW NW1 Ru 224 m • I .k - IE=137.80(8") IE=137 6 ..._.7i-_ IE=138.43(6 ) •• +�V. a" .•� _� ,, ____ 1_- INSTALL BACKFLOW PREVENTER------ r N t'5191.73 __. _� _ I � � , 15,504 - " B. 06" X 115.00�WIDE U L.ITY EASEMENTlip IIlt IE=140.25(6") + INSTALL STD. FIRE I I I z", G� �• .�r"► "��-_..�� ,� HYDRANT ASSEMBLY I AI KORO O i ; II EXPIRES: I57 � 1 , 00 Ff i I 24X C D i-- ►NSTALL DOUBLE DETECTOR CHECK I I VALVE ASSEMBLY AND VAULT I - I "'- -INSTALL 8"x6" REDUCER I i ' ' , ,' - - - ..• ,� jn�5Q - �y 1E-135.47(6") I e m l INSTALL 8"x8"x6" MJ TEE WITH THRUST BLOCK] I -- _ 4 I II I '► " �// I I 6 FW(PRIVAT _._----'-_`' C 1 n1 C - '-� -INSTALL 1)6" DOMESTIC WATER METER. CONTRACT OR VERIFY SIZE WITH 0 I I '� ti -"''°`'~ r• x135.73 8" - MECHANICAL PLANS �;a•�- �J, ' _ - Ds O , IE �. (. ) a" 'O '_`''-``` INSTALL BACKFLOW PREVENTER I I EXIST. SAN. MH I " 4% -'�� ~� O U 1. . MIN. ADJUST RIM TO FINISH GRADE = 4 w F3rJ OS 15 _. . � N � CONNECT TO EXIST. MH I r' I Ili. 1 1.00(6 ) 136. = IE 125.87 CONTRACTOR TO 1 " 376 ; " ; IE=132.03 6 ti " IE- " i k VERIFY IE PRIOR TO CONSTRUCTION. NO111FIY 8 D.I. 01.0% -IE= 36.64 (1 ) -'- 15.__ � IF�135.92 15 -fir � � _137.' q ENGINEER OF ANY DISCREPANCIES) �\ W r NT I 1 \ - \ X10 f�D.a - IE=138.1 15" �.-. 'E IN=135.10 " _ ..-._.-......_..�...."..�.._...,- ,_.,., '_.+� ,~-...... ...,�...-.� ��•,.,,.,.,.---.. ,• - 'S��0.412 I kDA. I . ® ° IE=136.2 15... �: ,.. _�, IE IN=135.09 15"1 OVINCO ^ 4 � ...--� ..----•-.. - ' - _IE �QUT=135.09 6 I i I - " " O 0.5 . �� O �. ,... M.. _ __ %� . ._---"" """..--- ;. _ IE OI�T_T36.7.5t15+ - \ �� IE=136.79 8 ) .� ft� .r�"" I ____ - i 4 (IE=136.5 10" �. .."... --- G �1w �13&� �' ;�.( -4� k OVERFLOW-138. TIGARD w.. q:f; IZI �� I d - tE-137• J ._'."..- „""�„r - --- �� f.W w_ ►� � �-• , ••... •.. �' A•t, � 1 ,..,.,.•Try.�_��~+ _ _�._.... ,x� ,��L R I l • ' t Y y' WIDE IE=136.79(l0" - �„ ) .y. .r. -^". ...•+•''lye•....;^. -- - - '-r-"` ------- --.�_�.�----- , UTILITY d *�-r".---y'�� _ r•.�.� ~`€ASEM EN T w - $6°� pZE .-• �- _- I 1 i 4 0 INSTALL GATE VALVE 6" . 1.09; MIN. i�'� �,,,,,..."- _...- . _- -"O ��` V IE=134.03(15 ) -,. _ 8" O X - /� . O �i /�l�fp, ri V 1 / v" MSTIN FH/ -�"� w w �___-' ►Km:. . ----� "" ""' �+ -'"' -TAP. 4N-TO EXIST. 12 WATERLINE WITH 12 x 8' Com' I I 1 ,,•. t - -f- DI H INLET - • TAPPING SADDLE WITH THRUST BLOCK ;' �' �•' -'', r--''`' ! ' ica134.75 ;il �4SEENOT6� .t.'1 t000RDINATE WORKv . THE T GAR WATER EPARTM NT SLE•, 1 UTILITY _37.80 R•0 .•�"'" �- � EXIST STORM MH `- 1 '. f,.1 - 'J -- 4i �-""� _- _ �r •Q'_�.- --y"� IE-133.25(15", PROPOSED) ;. I PLAN 1 4, •- _ -EXISTINaJH 6" GATE VALVEiiio - - " _ " / I -- I • Mllton Court,14424 _ ---� ' 3027 - s �` r- �` BUP 95.0285 __ _ _ 1 // j i ✓ r f °r I GENERAL NOTES 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF TIGARD, 6. PROVIDE CLEANOUTS AS REQUIRED IN THE CURRENT EDITION OF THE UNIFORM j LEGEND UNIFIED UNIFORMSPLWJMB NG CODE ARAGE ,NDNUDTHE CURRENT NIFORM BUILDINGDITION CODE. OF THE PLUMBING CODE CHAPTER 4, SECTION 406, AND CHAPTER 11, SECTION 1107. PROPOSED STORM SEWER �--��___� J EXISTING UTILITIES DATA TABLE 7. CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS PRIOR TO _w __ __ __ t 2. SANITARY SEWER MATERIALS: COMMENCING WORK. NOTIFY ENGINEER OF DISCREPANCIES. PROPOSED PERFORATED PIPE - NOTE SOURCE PIPE: PVC CONFORMING TO ASTM D--3034. PROPOSED FIRE WATERLINE -�--� 8. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES PROPOSED SANITARY SEWER -- �-- NOTE DESCRIPTION RIM ELEV. I.E. ELEV. NOTE DESCRIPTION RIM ELEV. I.E. ELEV. 3. WATERLINE MATERIAL, TO WITHIN FIVE FEET OF BUILDING: MUST BE INSTALLED AND MAINTAINED MEETING THE D.E.Q. REQUIREMENTS. PROPOSED UTILITY EASEMENT - -- --- -- FIRE LINES: DUCTILE IRON, TITAN JOINT, CONFORMING TO AWWA C•--151, CLASS 52 UNIFIED SEWERAGE AGENCY MAY, AT ANY TIME, ORDER CORRECTIVE ACTION (;� CATCH BASIN 137.03 S. = 131.03 TEST: TEST AND STERILIZE AS REQUIRED BY CITY OF TIGARD WATER AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. PROPOSED FIRE HYDRANT FH QQ SANITARY MANHOLE 140.00 S. = 127.90 R1�+= �. �. , ewe,, �u'- � STORM MANHOLE 137.46 N. = 131.26 N. = 127.90 RiQITE ®._._„_. DEPARTMENT AND UNIFORM PLUMBING CODE. PROPOSED FIRE DEPT. CONNECTION FDC E. = 131.36 a STORM MANHOLE 140.02 N. = 135.82 THM rMAW DM AM THE NK 8_ `1 aF 9. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE S. = 130.86 n M1nRET1 DOM NOW P,C„ MV ME TERMINATE BUILDING FIRE SERVICE AT 5' FROM BUILDING. CONTROLLED WITHIN THE WORK SITE AND SHALL. BE SO ROUTED THAT PROPOSED D.D.C. IN VAULT ® E. =s 135.82 Wn Tn BE urn N �1+r _ ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY, AND THE RECEIVING_ W. - 130.96 Q SANITARY MANHOLE 139.09 LOCKED MANKR EXCEPT WMI 7m v1 tIm FIRE DEPARTMENT CONNECTION �FDCJ LOCATION AND SIZE TO BE COORDINATED PROPOSED WATER METER ® 0 STORM MANHOLE 137.46 W. = 131.31 PlItil lrk1 of MdD�Elr 0111imr, P t WITH SPRINKLER CONTRACTOR. LACMENT MUST BE WITHIN 70' OF FIRE HYDRANT. SYSTEM ARE NOT ADVERSELY IMPACTED, UNIFIED SEWERAGE AGENCY MIA�Y, PROPOSED BACKFLOW PREVENTER U N. = 131.36 AT ANY TIME, ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO E. 131.36 D� 4. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. PROPOSED CATCH BASIN ® S = 131.56 �t Q1oC�ed SHOW EVERY OFFSET, BEND OR ELBOW REQUIRED FOR INSTALLATION IN THE 10. CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS CATCH BASIN 137.02 S. = 132.12 Dra '� b' SPACE PROVIDED. THEY DO NOT SHOW EVERY DIMENSION, COMPONENT FOR EXACT LOCATION OF DOWNSPOUTS TO DETERMINE N. = 131.72 PIECE, SECTION, JOINT OR FITTING REQUIRED TO COMPLETE THE PROJECT, TIE-IN C SITE STORM SYSTEM. STORM MANHOLE 138.74 S. - 133.14 ALL LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED WITH N.E. = 133.24 97 EXISTING CONDITIONS IN THE FIELD BEFORE BEGINNING CONSTRUCTION. 11. EXISTING TOPOGRAPHIC INFORMATION IS FROM DEVELOPMENT AND CONSTRUCTION @ SANITARY MANHOLE 138.91 S. = 126.01 I '1�b N11�1b0t'' 1�1 EXISTING UNDERGROUND UTILITIES LAYING WITHIN THE LIMITS OF EXCAVATION SERVICES (D.C.S.) TOPOGRAPHIC SURVEY DATED FEB 9, 1995. N. = 126.11 . SHALL BE VERIFIED AS TO CONDITION, SIZE AND LOCATION BY UNCOVERING, N.E. = 1`26.31 PROVIDING SUCH IS PERMITTED BY LOCAL PUBLIC AUTHORITIES WITH 12. A PUBLIC WORKS PERMIT IS REQUIRED FOR WORK WITHIN THE R.O.W. JURISDICTION, BEFORE BEGINNING CONSTRUCTION, CONTRACTOR TO NOTIFY THIS IS A SEPARATE APPLICATION AND REVIEW PROCESS. tt ENGINEER IF THERE ARE ANY DISCREPANCIES. A TED PER 13. PERFORATED STORM PIPING TO BE PVC CONFORMING TO ASTM D-3034 OR REVISED PER T.V. FIRE. AND RESCUE REVIEW -' AUGUST 16, 1995 C1 .2 5. ALL STORM PIPE SHALL HAVE GASKETED JOINTS AND BE AIR TES E CORRUGATED HIGH DENSITY POLYETHYLENE BY ADS OR HANCOR MANUFACTURERS RECOMMENDATIONS. If tlik Notice Ippeays clearer 111;111 the document, the document is of mar0iml qu;ll;iy. ►i�III 111111 t'llpilitt� ;} 4j,111 i ��lilllilila �C�Ill�lilili i Tlil!l11 !1111 1 li1111 1jlll � 11II1I1II11I111111II�Iil�l�l! ��i�!I� i!i � l ��J�I►I� 1M, -RAN.. i�lll��ll�nlilil!t !!t+l!�i ►► rte►� �� I��I t1I!I�iil !!!!I!nIliilll!!III!nll!Illiiull!nlllllIli!!!II!!!ILII!�!!!II!!iii!i!Ilnliinulnii�IIIII!lullllllnn►nlllnn I!IIIIf!I�Inllnul!nl��t� 1111t!I .�ti�irii illlnit EROSION CONTROL N LEGEND TFI►APQ ARY S 'DEMENT FENCE, •PURPOSE: PROPOSED CONTOURS 0�--"�-- _._M.�_- TO REDUCE THE TRANSPORT OF SEDIMENT FROM A CONSTRUCTION SITE BY SEDIMENT CONTROL FENCE �� PROVIDING A TEMPORARY PHYSICAL BARRIER TO SEDIMENT AND REDUCING RUNOFF STRAW BALE SIL' PROTECTION AM!'SCrURE • SPACE PLAMM9G VELOCITIES. 30t, „ 30 so ,m 11690 SSV'Kest Parkway, & t 325 CONDI X10 R' - Ii PL►O�.. -- -` Lat Oaw go, lr�i 01reo�s97096 2 DOWN SLOPE OF DISTURBED AREAS WHERE RUNOFF MAY OCCUR AS SHEET ___----'r ( III 7W ) RUNOFF. 1 iaioh - 80 t!. I INC AT THE TOE OF SOIL S'fOCK PILES. - - � FCxir(1� `•J .. - -• -- -' ""' _ P.O. BOX 6m AT INTERVALS AS INDICATED ON SHEET C1.3 ALONG THE CONTOURS OF .•__ 3 - _,__,•_ --- J - LARGE DISTURBED EAS. _ _ n • -�-'� L5'03 2Pi�'966� AT GRADE BREAKS EXCEEDING 20x. ON r ---�' FO-LOWING DISCHARGE FROM A SEDIMENT TRAP OR POND. SEDIMENT FENCES SHALL NOT BE INSTALLED ACROSS STREAMS. DESIGN C ;TFRIAjSPECIFICATIQNS: 4 443i SEE DETA';_ 2 '-'HEE:T C1.3. .-- t SELECTION OF- FILTER FABRIC TENSILE AND BURSTING STRENGTH __� ! �/ A•) CHARACTERISTICS DEPENDS ON THE SUPPORT FENCE. FABRIC ATTACHED TO CHAIN-LINK FENCE NEED NOT POSSESS THE SAME STRENGTH AS ONE ATTACHED TO A FENCE OF 6 BY S INCH REINFORCING WIRE. SELECTION IS �-- - C) - THUS BASED ON STANDARD ENGINEERING PRINCIPLES. SYNTHETIC FILTER _ "� _ - •a ,�- "' ''� ""~---- �� (, - •. FABRIC SHALL CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO ;� A ��15504♦'p PROVIDE A MINIMUM nF SIX MONTHS OF EYPECTED USABLE CONSTRUCTION - r / LIFE AT A TEMPERATURE RANGE OF 00 120•F. 42•CJ 'F f _ i ALL MATERIALS TO BE 1N GOOD PHYSICAL CONDITION TO PROVIDE PROPER _ -_---. ,f.--' • � `fit r �y� ��f► f SEDIMENT RETENTION. qRL KORO AT NO TIME SHALL_ ,BORE THAN A ONE-FOOT DEPTH OF SEDIMENT BE 24 X ALLOWED TO ACCUMULATE BEHIND A SEDIMENT FENCE. SEDIMENT SHOULD ST�?RM�NLET EXPIRES: 6 30 97 BE REMOVED OR REGRADED INTO SLOPES, AND THE SCDIMENT FENCES ��, .�'""`"' PROTECTION 3 ' _ o REPAIRED AND REESTABLISHED AS NEEDED. SEE DETAIL 1.3 TYP. _ - STORM DRAIN INLET PROTECT - ,,` '- ~f" _ -CONSTTRRUCTION PUBPO ' - - r; • I =— - - -- --= _SEE DETAIL 1 y.� 0 l _ ---- C1 ' TO PREVENT SEDIMENT FROM ENTERING STORM DRAIN SYSTEMS PRIOR TO - - �,��' . ,•. ,139 -- -- - PERMANENT STABILIZATION OF DISTURBED AREAS. ` �� •, -- � �42 � ( � ' • EONDITIONS WHERE PRACTICE APPLIES. ,•,. - - .•` _"----�°--- 141 ----•."'•'� _-_� ---•�."` �` 14.0 ' WHERE STORM DRAIN INLETS ARE OPERATIONAL BEFORE PERMANENT STABILIZATION - � 'a' C3i, � ,��-•''"` _.�___ OF THE DISTURBED DRAINAGE AREA. 140 ADJACENY TO AND IMti.EDIATELY DOWNHILL OF UTILITY TYPE CONSTRUCTION IN '�' r/ •- •• •- EXISTING PAVED AREAS WITH CATCH BA AN DRAINAGE. DESIGN_ C�ERIAZSPECIFIS.AMNE �ti � .,...._... -:; '•-_--��-�" 4` ..._ -• � - _.../• �,,"`��•.. SEE DETAIL 3 SHEET C1.3 FOR STORM DRAIN INLET PROTECTION. FILTERHA�IC FENCE .. ,a �-•� 14p / �� y[j7�� Project: BERMS MAY BE REQUIRED TO DIRECT DRAINAGE T9 FLOW THROUGH THE FILTERS �•• •' 1 � -- �--'-_ - � `.Y AND PREVENT BYPASG.NG OF THE INLETS. � •" / AT NO TIME SHALL MORE THAN A ONE FOOT DEPTH OF SEDIMENT BE ALLOWED TO o "� � OWNCO ACCUMULATE AGAINST STORM DRAIN INLET PROTECTION MEASURES. SEDIMENT MUST a 1 \ ''> •• _ _ BE REMOVED AND INLET PROTECTION MEASURES RESTORED AS NEEDED TO MAINTAIN -� • o ••� J-�"_ J �----- THEIR SEDIMENT TRAPPING AND FILTERING CAPABILITY. ,, k,••.� .• ��•_ _. f__ -�-_,__'• TIGARLD PRIOR TO INLETS OR CATCH BASINS BEING CONSTRUCTED, THE STORM LATERAL IS TO -• ,,.•-�''1�.�_- __.---- 4I` ..r ��• " _.--- - " � BE PROTECTED BY HAY BALES, ETC., SO SILT DOES NOT DIRECTLY FLOW INTO THE NEW SYSTEM OR DRAINAGE CORRF.,:ORS. .�'-'�-- -_��---" .-••.__._�- .r *,,,rte_.. �, .. • -•.., / 1 1 � 1 -'f_�.•' • / r GRAVEL CONSTR�Y?JN ENTRANCES �J _ S6ett T1tJC �`�� —`I_�.�- �.• /fir / / `- '_ TO REDUCE THE AMOUNT OF MDU, DIRT, ROCKS, ETC., 'TRANSPORTED UNTO ROADS - �'•• - BY MOTOR VEHICLES OR STORM NATER RUNOFF BY CONSTRUCTING A STABILIZED _ �.,��'•r� i PAD OF GRAVEL AT ENTRANCES/EXITS TO CONSTRUCTION SITES. ,.. -�-"" '" -- ---" "� w�"wan" __.-__-' - .� - �_ -�' �� r.••r•� '-' moi' !�- - CONDITI ON S WH R ' -�_.----- -. ER�SDN AT ANY CONSTRUCTION SITE WHERE TRAFFIC WILL. BE LEAVING THE SITE AND .r-- MOVING DIRECTLY ONTO PUBLIC ROADS, OTHER r- 1VED AREAS, OR OTHER �• / / �- � CONTROL APPROVFD ACCESS POINTS. / / -- -- r- QESiGN CRITERIA f SPECIFICATIONS• � � - PL_A_N SEE DETAIL 1, SHEET C1.3. MATERIAL SHOULD BE 2" TO 4" QUARRY SPALLS. THE GRAVEL PAD SHALL BE AT LEAST 8 INCHES THICK AND 50 FEET IN LENGTH. WIDTH SHALL BE THE FULL WIDTH OF THE VEHICLE INGRESS AND �►mi0M EGRESS AREA. (A 20--FOOT MINIMUM PAD LENGTH MAY BE ACCEPTABLE AS APPROVED FOR SINGLE FAM1'_Y AND DUPLEX RESIDENTIAL CONSTRUCTION SITES.) 2" X 2" WOOD POST AT 4' 0•C., STANDARD OR BETTER OR EQUAL ALTERNATIVE: i STEEL FENCE POST.. A 7IONAL GRAVEL MAY HAVE TO BE ADDED PERIODICALLY T•0 MAINTAIN PLACE POSTS AT 6 -0" 0/C MAX. PROPER FUNCTJON OF THE PAD, FIVER FABRIC FENCE -- -- ------ 6 -0--__ 36 WIDE ROLLS FILTER FABRIC OVER C.B. IF THE GRAVEL. PAD DIES NOT .ADEQUATELY REMOVE GIRT AND MUD FROM �n VEHICLE WHEELS SUCH THA.r MUD AND DIRT TRACKING IS EVIDENT OFF SITE, ---- /l - GRAVEL FILTER ADDITIONAL MEASURES MUST BE TAKEN.. SUCH MEASURES MAY INCLUDE HOSING OFF WHEELS BEC'ORE VEHICLES LEAVE THE SITE OR OTHER QUl�� / �� R♦ y' CONSTRUCTION TECHNIQUES/WORK OPERATIONS MODIFICATIONS. WHEEL ��-N ESS 1 *t • F 18" MIN. WASHING SHOULD BE DONE ON THE GFAVEI. PAD, AND WASH WATER SHOULD - C,G �_,5��• T _ DRAIN THROUGH ASILT--TRAPPING STRUCTURE PRIOR TO LEAVING THE �pPO P ` ,Mj 4 ry. ;r• 4 / `S� Y ', Idt CONSTRUCTION SITE.. �L, ,-• " CONTR,1C OR IS RESPONSIBLE FOR. ALL MEASURES REQUIRED TO KEEP PUBLIC �� . Pte. 1 11115. ALL S� REETS CLEAN AT NO ADDITIONAL COST TO OWNER. \� (' 1 `i g �� VED "HM DRAWIN(IS ARE TW PROPERTY OF A(IIORfII OESifi� GROUP, P.C.. AND ARE U`;E SUBGRADE REINFORCEMENT GEO"TEXTILE UNDER GRAVEL PADS FOR ALL ! -L n NOT to 9E USED OR IIEPRO, AN MANY C / - — MAW*R, EXCEPT W[TH TIC PRW WRIT I BUT CONSTRUCTION OF A SINGLE FAMILY,/DUPLEX RESIDENCE ON VIII-- -_ -- - -- PV Al=ON OF k4 DREN DMON OROUP, P,C. ._---11 Tlj l:_I EXISTING LOTS OF RECORD. - II � I ._- � QUARRY SPALLS / NATIVE BACKFILL \ CATCH BASIN ]>awn . SUBGRADE REINFORCEMENT �- PROVIDE FULL WIDTH N41_E.�.. 9 �' '�� GEOTEXTILE, AS REQUIRED OF INGRESS/EGRESS AREA BURY BOTTOM OF 8' MIN, CONTRACTOR SHALL REGULARLY INSPECT cm UK FILTER MATERIAL FABRIC BARRIER AND CLEAN OR REPLACE= � .._..- 8" MIN. DEPT I IN 8" X 12" TRENCH. AS NECESSARY TO MAINTAIN EFFECTIVENESS. a Job Y. lain 1 CONSTRUC110N ENTRANCE � FILTER FABRIC FENCE - EROSION CTRL STORM DRAIN I � s� d= N.T.S. E-ENTRY __. 3 NLET PROTECTION -FFNCE •V N.T.S. E-INITT N.T.S. V „ Mllton Court, 14424 - PUP 95.0295 4 of 27 FSUBMITTED EOR PERMIT -- JULIA �!7, 1995 C 1 .3 If this police appears clearer lh:I►t file tlorunteW, the tloci ml`nt is of margittal quat;ty. INN_SI I i1ij11i1i1ili 111111111111killi {�I!(1# �� • #j��fl�ri�(� r�illllni�e'til�r�i I�tilittt � � - iii�►t t��trrrltlll _: __ :. unlmi r�Ill�r�Il�illlllll►IlilI�iii Illllii iiiilrliililiih�iiliiiilinlienililliln��liiiiin�ili�ilinninir n�tli��i tiirlull�it�rhr'�� itni iilr Jllir� NATIVE BACKFILL (SEE SPECIFICATIONS FOR COMPAC11ON REQUIREMENTS) 18" PROPOSED PAVEMENT AREA SEE TYPICAL PAVING SECTION — N,�wEN DES"GROUP, P.C. 1'-0" IEE +C!F SIDEWALK LANDSCAPE AREA wcs ---.F PAVED AREA � y l Axci-II'1'lsCtaxi� 6PP[J►I�i�I1Ir1G SEE PLAN -OPVARIFS - SEE SITE PLAN - SLOPE TOP OF CURB > , •�� 1100 SW Kerr Ptwu'1t way,Suite 325 6" 6" PLAN LAke Omega Orcpn 9TOM jj -- TOP OF SIDEWALK r ,� , , ,,r _ ;�I (5 O 244-W2 EVEN WITH PAVING j : r�J 1" RADIUS 15001.ED JOINT ��/' / T ._j``_. ..► 2:K CROSS CONCRETE WALK - TOOLED EDGE PAVING SECTION, CRUSHED CONCRETE FRAME CASING , �• ROCK BASE OR LANDSCAPING- MA ' ' M 1'MMEE dO INC RADIUS EDGE •�" " ` ''�•� / --CLEANOUT FRAME AND COVER P.O. HOC 69M TAPER CURB AT SIDEWALK OR END OF CURB - ,�. A � � � � �� ao�D AND,OREGON 201 �, - �' , , �� ' ; t 224-•960 1" 0" GRANULAR BACKFILL i - 4r (SEE SPECIFICATIONS FOR -" " sn _ COMPACTION REQUIREMENTS) _--- 2 SAND OR 3/4 -0- CR. AGG. DIMENSION � DIPLAN -- - EXTRUDED CONCRkTF CURB j- _ - - --- - CAST IN PLACE CURB k SIDEWALK. I -- 45' ELBOW ON i SET IN EPDXY CEMENTQ iv k PAVING SECTION \ / -- APPROVED SEWER UN FINISH GRADE � /' ' > w 1 -0" GRANULAR BACKFILL � E (SEE SPECIFICATIONS FOR COMPACTED ROCK BASE ASPHALT PAVING r w COMPACTION REQUIREMENTS) NOTE. Li 45' WYE (' A � ti..�z * CONCRETE TO HAVE STRENGTH * PROVIDE CONTROL JOINTS 1N � 1 __ OF 3000 PSI IN .28 DAYS WALK 0 5'--0" O.C. t r - _ SEE UTILITY PLAN FOR PIPE 2" TO 4" SLUMP , iu �k • t ' r SIZE AND TYPE (MAIN PIPE) , PROVIDE EXPANSION "NIS O 20'-0" * w � *- � .. �•--� �_-_- __ kh. CRUSHED ROCK BASE �� O.C. ALIGN CURB AND WALK JOINTS. LUVA11dV PAO/�c•.� DEK^_4_� CLEANOUT ��>< EXTRUDED CURB AND TAPER 2 STANDARD UTILITY TRENCH _ 3 SIDEWALK _ ��15 N.T.S. ECURd ,., 4 N.T.S. TRENCH N.T.S, MONOWALK 1:1 N.T.S. CLEANOUT • 1:i6 s / • 1:1 1 r 25, r KOROG� EXPIRES: 6 30 97 Owmr. r — STD. MH FRAME AND COVER - ,� --- SEE PLANS FOR RIM ELEV. FLAT TOP SLAB �M , N \ SWALE - -- -- --- n� - 4 -INISH GRADE" — BOTTOM X SEE PLANS FOR z A - SLOPE TO OVERFLOW ELL V. N - -- IE OUT PER PIANS - --- A - MATCH GRADE ORIFICE ELEVATION _ WELDED STEEL (2) h- DIA. BOLTS (BOTTOM OF ORIFICE) FRAME do GRATE a •- "X2" O 4" O.C. W ' WELD ALL JOINTS WELD ALL JOINTS n Project OUTLET PER PLANS IE IN PER PLANS R a uJ a CJ N � x 71 FLEXIBLE COUPLING " - r �` ,. r . . '• _ ! - - , : - - - FILTER FABRIC 1�---�--- OWNCO F N IE OUT PER PLANS _ _ �. I'- '17"' PLAN B 6" 4' 6" f" 4' 6"era PLAN ANDSCAPE ERF. PIPE e =1 L ,f , _ yrlt' 5' 5' - . .. 3" - -POND FLOOR -PEA GRAVEL STD. 60" MH --- - - COMPACTED GRANUL4R SECTION A—A SECTION B—B =135.Ot \ MATERIALNOTDRAIN ROCK 1. SPECIFICi,TIONS FOR CONCRETE AND MISC. MATERIALS USED IN CONSTRUCTION - ORIFICE DIAMETER=2.35" SHALL CONFORM TO CURRENT APWA STANDARD SPECIFICATIONS. 5 DITCH INLET CONTROL MANHOLE 6 c1•4 N.T.S. CONTRM , N.T.S. - -- �,,��,,NL PERFORATED PIPE SECTION 1:1 4, `EFFTRCH . , N.T.S.. . . Sit'fttle P LI DETA�L SHEET 2'-4" x 2'-4" x 2" rAST FOUNDATION DRAIN -- IRON OR WELDED GRATE HINGED TRAP (4 " AT1 BASEeCOURSE LEV�1 FACE 4" SOLID PIPE CAULK PIPE INTO HUB - / PAVING 12"X12" VALVE 80X LIG 4" PLASTIC BACKWATER VALVE (CAULK FITTING WATERTIGHT) s i r V) z , 0- � 'tr 1 STEEL ALL _ --4" SOLID PIPE I -�--� i �' � 6 1 _ �� . �4 �' WELDED ., . . ,,w.. . AT 0.5% MIN. i MIN. o CONSTRUCTION. ASPHALT .; , ." •.. EMULSION COATED INSIDE N ;. AND 01)'r. 9-'-0" x 2'-0" _-- INVERT ---� (OR 24" FOUND) ELEVATION _ z -12"X12" PLASTIC VALVE BOX. SLOPE AND LF VARIES h I 12" SQ. , kt� MMON GROUP, P.C. IN.% ALL g ED SEE PLANS NOTE: � - RIGHTS RESERV � t° 1 MIN. 2'-0" COVER ON AlTHESE DRAWINGS ARE TW P�OPMTY CV 2) PIPE IN DRIVE AREAS. � j NOT T'O BE USED OR REPWJOU0 p Dr ANY 2) LYNCH TYPE CATCH BASIN GR EQUAL � MAr �� MOM, �� j rS__`�CATCH BASIN s BACKFLOW PREVENTER FOR PERF. PIPE �"' °" °' N° "'. I°" . P.0 \,"C .4 N.T.S. --- NVAN N.T.S. -' ACKwTR lobe; Cm IA Job Number: 195197 Sheat or: Milton Courtr3UID Q o 27-02R 5 " RESUBMITTED FOR PERMIT — JULY 27, 1995 C 1 .4 If ►his notice appears clearer I1,111 the document, the document is of marginal ! ! #��p.fl# # � �Y 1�1�1�1�I'I�I�i�f�I�I�!!!'!�I I ��l��l��i!'� i�i�i��i��i > >�1��l�l�� lrif�I��tIE ��IIlI-� 4��j�lr INQlf MAOI M24X iriil�iiii�ilil��i► �n�liF�� tt�ll + nib`' � `•�lili(�nllnilini!l�iil�isiln�il�iiilniiliiii�iinliii� yin!iiii�iniliiiiliiiilnii�niili�ii�nnlini�ii�il�illliiiililn nnlni� nllliitili�l�lli�! tii�rnl iii��r��i� . �lirlri t •r t .. AtM' . ",! - at'''. { • +.� , "`• r' / • )d' •�W+i„!.. :t:. +F. \" a'vr. Fr 3 •.... . ... : • ,. .'.aC.}F,�. LAt.. :. 1 r ., „: ..... r1• h.- .�.�. i �•f.,. n ':l � .. '•,}. ." ' 1 . : ., •y,.. .M-• L,. . .. � !, 'r . :� 1 +.. .l.a• .til :1•,: •w i �•.L ..- � .• {Y.. .:. F.. n ;s. Y••'. J , • 1 .T,i .1 ;. s.. a r t. r:' !Yt°'• ,:i'r "t I, f _ 1, J a 'T 1 - , .. . kr 1Y. dr•..w ei r •..K ..i_ -.' •. ,.1 r, ,T r.� 3 33 .. d •fir � C... {.«... .:.a.. 0 p . r �Q,._' _, fes., ' ,�: :.;', . " ,,' •^ r. p,, 4 i` 6 'a y 4 71 • 4 t ti M T• •� 7- A+. to - +.f:.: , 'y., y, ', • ;' I-V e4 �'� wREN DESIGN GR�OIIP, P.C. I I M0 SW Kar_ Parkway►Suite 325 t ' Luke Oswego,Oran 87035 ! \ (50.9) 24+0552 t ` \ MIKE FAHA AND ASSOCAAM PLANT LEGEND 800 NW Sbdh Avenu,Suite 927 Portk d, 97� NAME - SIZE - COMMENTS M3121�92�-56I2r fax222-2283 � \ -TREES t �t` \ \ ►} r _ _ Gledltsia tricunthos 'Halka' Hatka Honeylocust - (2' Cal, B&B) - (Headed at 6 , Well branch e 1) t ' Pyrus calteryana 'Capital' r Capital Pear -( 2 1/2' Cat, B&B) - (Matched standards, Well branched) \ _ t t \ r .Prunus ser. utata Mt. Fuji — Mt, Fuji Cherry -(2' Cat. B&B) - (Matched standards, Welt branched) . • \ quercus rubra Red Oak -(3' Cal. B&B) - (Headed at 6' Well branched) 1E • , \ . l\ �. Existing Trees to Remain t • • �� \ See specifications • • SHRUBSfr IC L AHA :•„= t � ,; ':. / \ ', Arctostaphyllos uva-ursi - N Kinnikinnick (1 Gal, Cont,) 4' ore. ,. tiPE • ; 4♦::' ! Cornus stotonlfera Kelseyli' \ • Dwarf Redtwig Dogwood (1 Gat. Cont.) - 2 o.c• ------- Deschampsia, c. 'Goldgehaenge' Gold Tufted Hairgrass - (1 Gat. Cont.) - 2' o,c• OWNCO Genista lyc IQ - - •.4 t i' rr Lydin Broom (2 Gal• Cont.) 2' o,c. a +• to Berberis verruculosa Warty Barberry - (2 Gat. Cont,) - Space as shown Ilex crenata 'Hetzii' Japanese Hotly - (18' - 24' B&B) - Space as shown ' � r Mahonia a uifotlum 'Com acts' Compact Oregon Grape - (2 Gat. Cont, - Space as shown Lawn - See Spec 1!'icatIons ptQ \ �- — -- — Existing hedgerow to. remainOWNCO infill w/ native Hawthorn at bar ureas e � :.i I V. Ilk \ \ "yy1Ry.•+ r • -,L i,,;.� , t ,_- ,{,,; \y �t /, °\\ \ Sheet Tide \< Planting t. •rJ,.:Yom. 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'�,t. l .>• �.Yyf1� 9 �"'1' _ h � "r n.. i, - a. :Q .�q.1n'. a` ... .b,,. ,�'r '4,,' .,.. y?P+-.},: ,x, ' ':IHr4',. x.. ' .74 : 5•. lr,y �,.,.., , :E'� ' r '�� .. •.y �'pQr ly�,O E'A.p��aT�l�rW r` ' .I '.S ery`,V .. 4" . Il ,! )'�"L� l �p�r.. M 5T - ,Y i• 1 - a�, T ♦'1 _ W1r p,�,�uw�WA.�.,.� US 2"12 f i L opt24211% . v 3> fA7N Y PE A r ownm - T UOUtlIE b.E CK FMSH ORADE CV!/�yt�v C SET CROWN OF ROOTBALLa POP-laNEAD OWNCO 2' BARK MACH 1' ABOVE FINISH GRADE fA ALL GROUD COYER PENN GRADE OR r . f� (-p �-- .. TOI OR E00 .s MIJILONY W/•Kf 004IM JUMBO e0x MO I'a/ REMOVE BURIN FROM fie" 1-( ( ` ^ BE GAT µLAMP AMA LAWN AREA 1VAULY FLASH GRADE i \ Tor oP SARK TOP V3 OF ROOTBALL SPACING PER ON CENTER MAIN L1w y \ q- Y0 001 WYC')VER tD-192.111 � ON PLA AS KA NFEO \ 10-*0.003 Box EXTENSION NO. . ON PLANTNI, PLAN � I \ SCARIFY SIDES AND BOTTOM — 121 LOCATE GROUND COVER T� BACKFILL SOL C MAIN LEE MIXTURE ONE HALF OF SPECIFIED SPACING DISTANCE FROM P •. COMPACTED BACKFILL — }}}///AAA••• _ ON AyR » r .•xe x>e• coNcq(TE ~ SOK MIXTURE `• --- BLOCK, 4 REOCAL •D TYPICAL /] UNLESS - SPE Pi,Dject 6* MIN—RAINSWO SWING PIPE r-100 BCR 40 GALV NIPPLES WASHED ROUND BASE �Wl��TQ/''� f ROOT BALI DU D LACLA PINK U' MAIN. LENGTHS EN ELBOW!OOIPD !CR 40 QALY. IEWKE OWNCO E( VA M D Elf STREET Ell MOUNTED NOTE; EXACT FITTING REp1NEEENTS, COMPONENT SHAPES pB-7I��p/��/��}p}� (—" AND SEOUENCE MAY DIFFER FROV THAT SNOWN. Headquarters adq\ a e s TYPICAL SHRUB PL eNTIutr nFreu SAD BACKFLOW PREVENTION — 7 � N.t.s. GROUND GOVER .1_�uH3 Q4�R PLANLI�It�-_pELA1L PUP H ----- ---- NTS Sim Tttle Landscape and d irrigation ra - STAKNG PLAN 4 AMETEK Ne. w-so- �� {� [^ STAKING PIAN WrtxKMG LD N> to-wi.,o eox Details M UI r I Y A 8' DOUGLAS FN ` ECH e0 Five RISER STAKES, ATTACH TO TREE (31_ Y x 2• x 8' DOUGLAS FIR LIMON•�z+�.:. WITH TWO STRANDS STAKES ATTACH TO TREE CRACK CLMiLER VALVE - TWISTED fit NEW GALV. _� WITH tk STRANDS _ i WIRE L NEW 5/8' RUBBER TILASTED E12 NEW GALV. AUTO REMOTE CONTROL) VALVE ' SPECIFIED - HOSE WINE L.NEW 5/I' RUBBER VE• GALV. FVE x S• LONG-ATTACH — FYN911ED GRADE TREE SPECIFIED HOSE TO NiER WITH TWO B.S. IRRIGATION BANDS SET CROWN OF ROOTBALL TREE AT FIXSH GRADE G SET CROWN OAT FINISH �OOTBALL REMOVE BURLAP TOP 1/3 ROOTBALLM `— REMOVE BURLAP FROM b AFTER STAKING TOP KA O ROOTBALL FINISH — FINISH AFTER STAKING GR DE °ARK MULCH - 2' DEPTH GRADE TAPE Seo 0 /— BARK MACH - 2' DEPTH .e�N—�..x. TOROogo COYER BARK MULCH CIRCLEVALVE SHALL EXTEND B' BEYOND BARK MACH CIRCLE _ TREE STAKES N TURF AREAS $HALL EXTEND $' BEYOND MAIN LEE SFEESH GRADE. rof OR OF 900. OTOP of TTREE STAKES W TURF AREAS SARK 0. P: -- BACKFILL SOL MIXTURE �n /""X j. P.VC. Ps'E BL ETO WW _ BACKFILL SOLI MIXTURE �' MIN. L rE To vALVPf To Hai IN COMPACTED BACKFILL •" X L x ts• OONCI r".. PLACE SOIL MIXTURE 'I COLI+ACTED BACKFLL Nom' 4 REO10 rn' - a• LONG P.V.C. NIPPLE — STAKES SHALL EXTEND SSOOLL MXTJRE St•EIS +aNT TEE of r MIN, 1,`4' ROUND Y i 'gyp pq�� NIL f W. FT. WASHED ROUND GRAVEL MINIMUM OF THREE FEET BTA; o SHALL EXTEND UK eB hO IITRRt tuE WASHED GRAVEL BASE INTO UNDISTURBED SOL MINIMUM OF THREE FEET OORTM VALVES WOES '— "TO IMDISTURBED SOL NOTRIN N NOTE'. STAN TREE STAKES I , 0 LOOATDN 00 QUIOK', I 7 M WITH TWO COATS OF JK : STAN TREE STAKES OLAN11FIl" " OILY. fA�AND OFa RrEOf MA�MLM�( OND NN F� E 707 OLYMPIC STAN Wf1H TWO COATS OF 0SN" iD IN BOX WIN AUTO VALK To OrvE MAXIMUM CLEARANCE. E701 OLYMPIC STAG a:,sT . SEB RE000pIENIw rO. OOWOPENT BeS AND EEOUE1nc( �_IA 4 J NW !PINION TWAT BHOWOL OBLk I�.j,•IOY/ TYPICAL C_�IFERQ�L�TR PLANj�IG DE CAL DECIDUOUS "[REF< PL/lNT NC DETA11. aTO ' � ,VE / O(�ICK COUPLER M_AN AL DRAIN VALVE Drin br. N. JOb Numbs:" shm Ica Millon Com,. 14424 • , BUR 950285 „ 7M2T , I 1 f.. \ f ' . a ° • ,{ LT < _ e L r Permit Submittal L-2 . 71 If this notice appears fivarel, Utae the dufwnegf, the Jneu nwnl is of Dtirginal C i11III i Ilililfltlfl. Il4#i4llli 1 i lillfll�i�flf t�f�l��l�lll f Tlfll�l��lrll i�i�ill�iii�i f I�I�i�i�l�i�i i;l�i;f�ilil,t! �l�l�lt�t�il�l �tlli l# iNl�Jil�l� D IROR MAO(W a s _ - - 2 4 qulvdnnhin nuh!n Hldnnnrt u�: miR f�lini nnlun nnhnioudnn nnlniihndlmlunhm nnlunlnnhnllmdnumnlnlilRuhmmnlnmm�hnl uohm uuhmondldl B11tm Ilium nlirol a , � ,h....�.r�•:r 1�'R�e�:"a;�d1s -�•a a1�'u.� � -.r_ir( �!' ,�� r+ :C �rS,t�.t1:� x�' ,.•ar.',a",.. 'Y'r.."!.#'gw�: .r�r:S;YY�W1•S�l' .1'.:. 2s'�, :: r. '.vr:b•. ,..•,t};,,��.., .,. ,.:;r�..-.►c -__ - • ------ ..-----+- — - _ _-�_ _------ �0'-0- — -- �o' o' _ =e'-o' _ _ eo'-a• 3o'-o• 30,-0' �o u• --- --•�-- - - - - - - - - -- - - - _. - - - ._ - -. _.__— —�-------- ------ --- -- --- - -t- - _ __ - _ - _—__---- - -------- — MILDREN DESIGN GROUP, P.C. A L 8 SPACE P[.ANNLNG K HI'['E(.'I'UR ::... .. _ :�... . 4I I I I ELEV. a I Cs� I I I 11630 SW Parkway Suite 4 Lake Oswego, Oregon 97035 3 25 I I ! I P_ PN_Y FQU I (5Q3)244-0552 • I I I _ A4.1 SIM. I I I _ - . .:_.. . ..,. I I I I I I I � I ��, ��•-� 3 7 �n, rr. L// -- -- ---- _j I p - I �_ SZF] III WAREHOUSE N E 119 -C_-O_N--FER—E-N--C-E 2-01 II II _ — 4 126D L _j119C 91180 I . I ;WA- O FILE ROOM 1 I — W L E Q5 R. l - - ( I l l -L_ I I I I I I I I QM OFf- _ - - - - -T- -- - - -- - r- - , - - . _ -- - r- -- - -1- - - - I 3i I I I I I I I I I Y I I I I I I I I ( I � I R I Owner , A I I I 2 I LUNCygt (�f �Lz�� r 5 i A4.1 i I OWNCO I 119) 119G 3 ( 1268 1126C - � 119H 1191 5 6 I II I 3 I I I ------- - - - ------ -- - - - - 4 Q— 2 1 4 I I 4 -- - ---- - ------ - ------ -- r ------ - - ----- --- — �I /100 �e-r r-o• -�• _.-.• r-o• 1�._0. A2.2 1 3 A2.2 A4.1 First Floor Plan ' �� . � _ -�.. __ _-,� _�,� Project: OWNCO ,7Ilk - - Headquarters 10 11 1z I _—_�'-o' -- :e-a• — m'-o' so-o- _ ao'-o• _ so'-o• _ OEC i I - -------- - ---- - - - -- - Tigard, Oregon --- - -- - -- -- ------- -- -------- - Keynotes - - II ! ^ 1. 10' x 14' DRIVE IN OVERHEAD DOOR. TYPICAL I I I Sheet Title: ``6c !19B 2. 3' X 7' HOLLOW METAL DOOR AND FRAME WITH INSULATED I IT_QR.Aa GLAZED TRANSOM PANEL ABOVE. TYPICAL I I First 1t9D 3. ALUMINUM STOREFRONT GLAZING SYSTEM. TYPICAL I e I IFloor � 4. 6" X 6" DOWNSPOUT TYPICAL, SEE DETAIL 3/A5.2 Plan I I I 5. 2' WIDE R-8 RIGID INSULATION INSTALLED BELOW SLAB IN SHADED AREAS ONLY Second '19E 6. HOSE BIB — �' I I I ]door Plan f _..._.._......-..... _ __...._ ._ ...-.. ._.... ........_._._..._-.... ._.___.._. __.__._......_..._ __._ .._. __ _. ACE _ I - - --1-- - - _ _ ► I I >� l Cam-al Revision 1.... _ .....�.._. ...... .... I I >� 2. 12 September 199;5 Z3E.. _.... .. _... I gyral Revts m l.._. ._... ....�J • I I ...... ...... .._ .... .__ ...... .... ....... ..._. ... _ .... .._ _.. .- .. .. - - - 4 _.. _... _...1...... ...... .....J II.... ....... ......1.... ...._. .....t..... ..... .....1..... ...... .i I...... ...... _...1...... ...... ...... 1 -- - - _ - - -- r- - _ -- - - ... _ - - - - - - T- - p- J ( I 1 I I I OPEN TO BELOW I I I I I I MILDREN DESIGN CROUP, P.C., 1995. ALL ° I RIGHTS RESERVED StQNFERENCE .�_ H THESE DRAWINGS ARE THE PROPERTY OF MILDREN DESIGN GROUP, P.C., AND ARE 1"A ( NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN - I PERMISSION OF MILDREN DESIGN GROUP, P.C. O ��V��© ll��'lk�'�ll1�� mate: 2 Omber '995 I I Date June 30, 1995 Drawn by: Checkedy: Drawn by: Checked br. 3K _— _- MILDREN DESIGN GROIJP, PC. Re-Ztons A y 1 '� - - - - - - - - - -- - - - - - + -- - - -- - — ._ _ - --- --- ------ - - - - -- -- -- --- l� '1V� ARCIIrr@CTURE • STAC'C PI.ANNING 3 2(ktober 1995 Sheet 3-f�2.1-1 OY: 11830 SW Kerr Parkway,Suite 325 Revision for?emit Jab Number: 95003 1 Job Number. 9. 009 a Lake Oswego,Oregon 97035 VILDREN DESIGN GROUP, P.C., 1994, ALL 15031244-0.552 RIGHTS RESERVED ® A2.3 Sheet Of Milton Court, 14424 -- Second Floor Plan BUP U 95-0285 Ao177 Construction Set A2. 1 If this 11olice a1111ears clearer Ih;tlt the document, file document is of nlart;inal qu:11;1y. J111111111illij I}ll)tl�11 Il' 1,jill�ljljlllIIIjIjlllllllII-1111jljlllllIljljljlllllll ijljiji�ijlji ililili�►I�l111111111110111 u��- ill II INCH MADE IN EN I�IInIiIIIIIIiII i lllill 611r 24XC DI f �I I I i 'iL. .. . .:... .. W.:- .r" -.1].:::.•1 Y.u- '. ... V.:. t fUl4.taili,,:ll.JhSn .. '. �'.., _ .f .. 1.1 . * a ,e ,a3{`-'.S'YAY.S M..Ti, YYi'9. , ,h.., .eM.. :XY'..iw'V'PC F' i•'IL . "K -YW .- _.� "'C5..7;. .,.., ... .,_ -k'tl �"'l .'�Rt'W9"'Ap..:Isr.R_t .. ., .,y,..,. .�_4_v;a.`!9,°',:A.f •",+.. ",y44.. V{ TAT .... 'Etl'9u"!;e4!.. _k•: ..wY - "... d! .!�- yx •t -`.�y G s �' d,��:. �{y �;. k. w�11�#' .:.:t:'J s R1:-9t!t+flat-•'; :� rx;.wY•y;.. • 2 7 _ 8 9 10 11 12 FA 1 N I II I II 1 IJ 1 11 11 11 50 -0 50 -0 25 --0" 20 -00' 30'-1)" 30'-0 30'-0 MILDREN DESIGN ROUP, P.C. -- -- ----- -.__, ,..__ - ----- --- #--- --- ------__- - ___ _ ------ --- - ARCit IFL7M RE ■ sPA I 1 n I 11830 1 LakeeOsswrregon 9703.5 I A 4.2 SM 244-0552 1 I _,_......... _....._. !�,.�--,r-x _.�-r.,..., ,,_,._._.. ...._....... _._.-_ L ._........___..............._...._._..... i 7,__4.1 ,.4 � 7 2 A5.5 '--o" CLR. r,'-.' I /211 I 21 0 15t�a _ -- - V -1. I 1, I 11 4 X Ir, 1c? 6'-1" 3#-4 17 -11 SILKSCREEN PHOTOGRAPHY CI7 ---- 1 120 108 tos --- ----------._ t208 ELEv. E"_E v_ ... � ._ \• .. ..a.. :•� _.. . _.. .... ...... ........ .. ..._._..._ ._.. E3 I di 107 � I 1 b6 I I - CLOSET 117 A 5.2 I c� _ � 00 �o o �' I I _ U 104 { A 06 - - - 103120 5 2 � 10 � r(��'RlD��R � ' `Oa_ .S +QR 104A • �� +�l = A5.3 I o I A 5.4 105 --- 0 10 ,-.- 2 � b 305 Q27 �-' �,, - a Z2 I N � s .i Q_ • W L E R. . » „ `� P T R 8'-2" 18'-6" _ _ 14'-0° 11,A CQMPU ER J w r- � /-- - - - -- - - --_--- ---.. __ 0- 121 1110122 ;n - 4 3/4" OF STORAGE 8 » I - -- Dr 19'-5 3_/ 1 TROPHY 7_ - 1M ( 1 1_ w 1 19A _ 102 ----- - 125A --- 1 123 I 5 I N ! - 1 0 - - - --- --- -- I- Owner. r, O e -- 6 I 123 FD I - 112A -- OWNCO `� 2 � � - ►"� to INCH ROOM SIM. I -j7 I 125 I L cvl .. I 121 -- - ---- - --- A4.9 / I 9 cV( I 113 124 I I I • 1� I • to /1 1258 1 124 �.._ ..._. ..__ ._.. ...�.._ _.... ....._ .._._ - . _ 0 0 0 IQ2 1226 ------ ---- ----. I ! �, N rn 19 \ I I ! 11 o g in 19 g ..... ...... ...... . Project. 2 3 r- 114 OL C__ y� OWNCO Marketing Date: i ictcber 1995 1 A4.2 Q Drawn by: Checked by: _ _ OWNCO 18 B�� 7 La MILDREN DESIGN GROl1P, P.C. Revisions Sheet, _A r� _ r 7 ! ��, \ - M i 12'-1�~ 12'-8" ARCITM-C7URL• • SPACE PLANNWG 3. 1 Ortober 1995 � A2.2 1 of: 1 - - - �_. -- -� --�-- �--+ ---_ _-_-- \ F Headquarters IL t11830 SW Kerr Parkway,Suite 325 Revision for?ermit Jc b Number: 95003 �' Lake Oswego,Oregon 97035 uILDREN DESIGN GROUP, P c., 1994. Ai I I ! \ - (503)244-0552 RIGHTS RESERVED Q 1'- TYP. ! \ 1008 O I i A4.2 I I � � � � \ \ •- 1 . 3 I I 115 i I \' \ 100 STITCHERY o __-- - /� 126 I I - -_ .__-_-_ -_ _-� _ _ I ! ! I I I \\ I Tigard, Oregon " 1 1178 L - - - - -1- - - - - - 1 - -- - - - - - - --- -- - I \ 200 N LO 117 "� \ / Sheet Title: .._... ._... ..._ _..... . ....... ._. _ _ _ .__.. .__ _ ..- _. ._... ...... Enlarged I I 1 ! ! 9 I » I o0 13'-9 3 4" 5 -4 1/2 I 8 I ! ! I I SEP 11 First 1 , I � 5 3 N ( I I I I `� 101 A5.5 1 ooA �`', ! I I FloorPlan e 1 _.. , �... . .�...._......_....... .� ` _.�_�._ _c.� ...... It A5.3 H LUNCH ROOM 4 1 I 2 LO N A 4.2 cV 7 0 1 4 8 `n A4. i .- ReV1310i19t �... 1. 8110/95 Genend Revision - - --- -- 2. 12 September 1995 General Revision �I » 1 11 I 11 I 11 » I 11 1 " I 11 I N 1 II • I II 1 11 I » I » I II I » 1 11 14'-011 -0 4'- 6" 6'- 6f1 3' -6' 15'-0" _- 3'__r ' i - 6 1a'-0 -6 -6 18 -0p'-6 -6 13 -0 -6 - 6 23 -0 -6 -6 23 -0 6 -6 9 -3 �2 -6 13'-8 112" - are Partial First Floor Plan Ke notes �� . 2 Enlarged Partial First Floor Plan, Enl " d � 1/8 _ ,I ON A2.2 1/8 = 1 -0 1. ALUMINUM STOREFRONT GLAZING SYSTEM, TYPICAL 15. 2' x 2' x 2' SUMP PIT WITH SUMP AND DRAIN A2'2 MILDREN DESIGN GROUP. P.C.. 1995, Ari 2. q WALL / q GRID 1'O CATCHBASIN RIGHTS RESERVED 0 �, " %" 1 LEVATOR PIT 1 ADDER, SEE DETAIL. 2/A4.3 THESE DRAWINGS ARE THE PROPERTY OF 3. 1 FURRING STRIPS AT 24 U.C. WITH GYPSUM BOARD, 2 MIWREN DESIGN GROUP, P.C., AND ARE EXTEND 3" ABOVE SAT 17. CENTERLINE OF FANEL JOINT MANNER, EXNOT TO 9E CEPTT WITHD OR THED WRITT1FN Wall Legend 4. 2' WIDE R-8 RIGID INSULATION INSTALLED BELOW SLAB IN 18. WALL. UP TO 9'- AFF PERMISSION OF MILDREN DESIGN GROUP, P.C. SHADED AREAS ONLY 19. ROUGH-IN FOR FUTURE SINK Date June 30, 1995 1-HOUR WALL 5. 4 x 4 RELITE, SILL AT 36" A.F.F. ---te"W `�"�� 20. ROUGH-IN FOR DRINKING FOUNTAIN TO BE PROVIDED N 6, HI--LO DRINKING FOUNTAIN BY OWNER Drawn � CheckW 7. 3' x 6'-6" RELITE 2.1. SEE DETAIL. 12/A5.1 FOR CORRIDOR CONSTRUCTION BK WEM 8, 3�" FURRING STRIPS AT 24" O.C. WITH R--11 BATT INSULA170N AND %" GYPSUM BOARD, EXTEND 3" ABOVE SAT Job Number. 9x5003 9. PLASTIC LAMINATE UPPER AND LOWER CABINETS WITH SINK 10. SPRINKLER RISER Sheet Of. g 11. FURNITURE BY OWNER 12. BOLLARDS, SEE DCTAIL 10/A5.1 Milton Court, 14424 13. AREA FOR ELECTRICAL SERVICE AND IRRIGATION CONTROLLER 1 V OUP 95-0?_85 Construction Set A2.2 3 0 9o127 14. PROVIDE ROUGH-IN FOR FUTURE SINK If this nolice appears clearer 111,111 1118 document, the document is of 111art;inal , i�i �l�l{i{i{i I�L�fiil�i�,1� � ��.�� I,�►�I{I�I�I{I�� 11�l�I�I{I{I i I�I�I�I� !�i{I i l�{�i�l�i{i�i � 1 �I�i{I�{{i�i i�l�l�i�i{i�� Il��I�I�� .��,�� .� �I�{��I►li INCH lIADE M Ht4) nl� 1il��i Is l N1��►nlr�lr ��' "„• i � �t tit 1111,111!`111I1ni!�Illillil!ii,l!1111n1!II!I111111!1111111II1i1111nIu!Illlllil!!I{n!11 If 11 It 13 14 If if Trl!111111!liinllllllll!Illnnilnllln! 111�Inn �il�lniiiin�llr�>t I'fi�nll ifiinll��•� .. lnlinll 111 n 1 1 2 7 8 9 10 11 12 I , 5_0_'___Q" 5 0.-p _ I ILDREN DESIGN P.C.25 -0„ 2Q' 0" 30,-01 301-U„ 3Ur_p - -- __------ - -- ARL-Hrt - :ACE KANNM 1 " 1 11830 SW Kerr Purrkway, Suite 325 Q 0 . Lake Oswego, Oregon 97035 (503) 244-0552 I It 71- top 0) A2 N i , CLR. I A5.5 - p LD 6 3 112 21 i - 2 15 - - r � �- 1- �,-' r II I 11 f 18 -10 1 2 6 -1 30--4" - f 17 11 3 4 SILKSCREEN \A5.4 eHOTOGRAPHY � to9 17 __.__ A-.___.----._.l! _ --- _ -- � 120 108 _ �- - - ---- - lose 205 _ - - - - - _-- - - - r 1205 I I ELEV. _ L 1 \ -I e 1 1. In A5.2 I I ap v 0 1 104C) cow c SET 1 �� G 6 1 100 °' V) :� a I I , v 104 I 120A I 5 i A �'fi - - - 1- 103 � 4 o A5.3 14 CORRIDOR 16 I - t i -� - -C&R OR 4A k• �D 2 S0 � �cr 3 r R R IoaA - 18 104 `r' I 2 105 r = _ 77, _ ,- �.. A� n o fit) A ` I " n W L' E R. lit U I ,� 8 - 1 __,i-- J �/4 I• ....i_..__ 8,_ �•• 1$, 6„ 1 4'--p 11 I _ 3E:1 � : •. 20 I C7 111A �5��1viPUTER 17 I 2 00 110 l ' -I (;22 I�` t7.t `--1 I I FD �f r- --- - ---- - i = --- - -- is 4 3/4" \ I L rnL_ Q ,� rr 2, " I i WOMEN 1 I DF 119A I - 19,_ "f 4 - _�H_ -------------- 125A -___-� 12571 , A 123 5 I N I 1 o 102 ca OWNCO9 FD � 112A I 2 - -� NCH 0OM I I nF L,(� 9 �, I 1128 1',2 - DF ,I SIM. �a�� I QEEI�Evv \ ;,) 125 -1 a "I I 121 fy-1 9 " -- -- --- .. , ------- � r-I 124 i 1 rC � �• ! - - -- - •- �N ) I � il6A IIIj a ♦ (A q t 1 1258 I I Ol v� a A5.3 O - 124 .� ...... _..... ..._ ..... _. ..... ` o 0 r_I ;;NFERENCE ..�_. j 1?29 -..- - _. _ - _ ---_ - - 0 - -- -- -7 - - I 7 I I i 1 1 1 2 19 -- - _ d` Q cnv 0 �' It \ I 11 ,6 of 3 "� 1 �n 19 9 a. , v v 1 .... ... ....... ..... ...._ ....1.... .-.. \ .:. c �, I 1[ 114 ' 2 t 7 1 A5.4 ►- C 3 Pro jOct' A 4.V � I- -- - --- - - OWNCO 116C V \\ � » .r » d. TYP, I I ! � O \ 1 a _ r -- - _ --- F Headquarters ^� FILE 114 l'-0 TYP. 1008 N 12 o I 1GENERAL� 1 1 1 i \ \\ / I 17 2 I 1 1 5 I ! I I I ` \ r ST1jCHERY � - _ o 100 _�_ 1 I 126 ! 1178 _ - 131'tl, OIl Tigard, Oregon - - - - - - - --- --- - --- --- - ___ .. -- - - --� RSR 200 // o - - " 117 o Title I -- -- - 118A Enlarged 9 a1 ( I I, r _ 1 8 I I I i o '�\ ap 5 4 1/2 RECE, 11 First " 101 8 _.,.. _... ........ ... ...� _.. _.� a_ . ... .... I Floor Plan _ ... .._. ........._.....!.......... ...._. .. .... ._. .... _.. _ I A5 5 1OVA ►') H 2 A 4.2 Revisi0t1;4 126A r. � _.._... .. ..........._..... ._....................,........ .... ........ ... ...,..._.._ - ,, 1. 0!'95 HJ 1 Revislon 2. 12 September 1995 1 i 1 I i General RevWm Ir 1JJ ,�L- 11 " 1 H r rl I /I 1 /1 I " 11I11 ..-6T'-6" r1 111 » � r I "14'-0 _ 6 6 -6 3 6 15'-0 3 -6 3'-6 18 -0 18 -06_�3_-6 13,_03'-6 -6 23'-C -6 -6 23'-0 3'.-6 -6 9'-3 1 2 - _ 13--8 1 2_ Enlar ed Partial First Floor Plan KF; notes Q- Floor�q - 2 Enlar ed Partial First Plan 1. ALUMINUM STOREFRONT GLAZING SYSTEM, TYPICAL 15. 2' x 2' x 2' SUMP PIT WITH SUMP AND DRAIN A2.2 1/8" - 1'-0" MIIDREN DESIGN GR P.C., 19115, ALL 2. q WALL / GRID TO CA TCHBASIN RIGHTS RESERVED 4r 3. 1h" FURRING STRIPS AT 2.4" O.C. WITH %" GYPSUM BOARD, 1 LEVATOR PIT LADDER, SEE DETAIL 2/A4.3 THESE DRAWINGS AAE THE PROP"TY OF M�_)REN DESIGN GROUP P.C., AND ARE 1111a11 Legend EXTEND 3" A6UVE SAT 17. CENTERLINE OF PANEL dOiNT �-�1 NOT To eE USED OR REPRoouCFD IN ANY 4. 2' WIDE R-8 RIGID INSULATION INSTALLED BELOW SLAB IN 18, WALL. UP TO 9'-3" AFF PERMISSION OFpMILDREN DESIGN1 WITH THE t(M�T�C. SHADED AREAS ONLY 19. ROUGH-1N FOR FUTURE SINK _.__._._. 1-HOUR WALL 5. 4 x 4 RELI)'E, SILL AT 36" A.F.F.-` e".4' '""J 20. ROUGH-IN FOR DRINKING FOUNTAIN TO BE PROVIDED Uatt= June 30, 1995 6., HI-LO DRINKING FOUNTAIN BY OWNER �,n by L.hwkW by N 7. 3' ., 6'---6" RELITE 21. SEE DETAIL 12/A5.1 FOR CC!'�'R1DOR CONSTRUCTION 8. 3h" FURRING STRIPS AT 24" O.C. WITH R--11 BATT INSULATION _ BK WEE c AND % " GYPSUM BOARD, EXTEND 3" ABOVE SAT 9. PLASTIC LAMINATE UPPER AND LOWER CABINETS WITH SINK Job Numi.;.. 95003 N �. 10. SPRINKLER RISER Shut Of: 11, FURNITURE BY OWNER 12. BOLLARDS, SEE DETAIL 10/A5.1 ' V111ton court, 14424 u BUP 95-0285 13 AREA FOR ELECTRICAL SERVICE AND IRRIGATION CONTROLLER CowAruction Setgof77 14. PROVIDE ROUGH-IN FOR FUTURE .`SINKA2.2 � d If this n„licc appears cleaver 11;111 01(- document, the document is of 111a1't;inal 1111111111111E INCH I MADS al CM s,.. 2 4 X 1111�IIIiIIIII�I�N Illlllfli fflifill Nt f t i t (� If�l �II►lull (tll�lillllllllllillnll�lln►llil�lllllllllllill 1111111nllllllllli�lli111iilllllillllllnll!�+►Iilillllfl- i�hl�nll nll�llll fll±#Ili"III, �r�RAI; I;fill H1!�lltll►�1� ft� f -1`�1 111�inll 7 8 9QO 12 MILDREN DESIGN GROUP, P.C. ARCHTrltlaC-TURE ■ STAcIF FIJ,NNII1(' t. 1 „ ;O,-p„ Door (Door Door :Hardware !Frame Frame Door Door iHead Uamb Sill Remarks 1 18.30 SW Kerr Parkway, Shite.� 50,-0" 75'--p" 30 --O_ -- _ _- Mark ype Hating Group Mad. Finish Matl. Finish (Detail Detail Detail ----- _-- -_-._-- _ -- Lalke Oswego, Oregon 97035 126C C _ 5 HM P HM P (503) 244-OW 1260 B 2 - HM HM P - - 202 !C 7 M 204 C 20 MIN IHM FF IWD S -_ -- - 205 'B 3 IM FF W p s 207 B 2 M FF D S 208 B 2 M FF W D LLZ --'� 209 C 20 MIN 7 M FF WD S _ 210 B 20 MIN 4 M FF WD S _ 23'-p/1 3'-6131-6" 2S'--UI' 3'-6 211 B 20 MIN 4 M FF WD S - STORAGE 3 _f�'r- 2�3 -C� -- -- --_._ -,- - --- -- - --- -------- 212 C 20 MIN 7 M FF WD S 20$ 12 213 C 20 MIN 7 M FF WD S _ 16 STAIR f�2 A5.2 215 C �- 7 HM FF WD S 1 4 r 205 ��'.,\ 11 11 216 B I 4 M FF D S to li 1 ✓V 105 ( Door Schedule ,� I OWNCO Marketing Project Number 95003 OFFICE 'If �� I I I ''�l c, r► 202 � Door (Door Dos Hardware Frame IFreme poor Door Head Amb SII( Remarks I 1 p CORRIDOR r- -1 5 / ) Mark Type (Rating Group Mat. (Finish Mad. Finish Detail Detail Detail - , -� r I r ;a 206 L---_ _ A5.4 T YP. - O o 1 ODA D 1 AL CLEAR AL CLEAR I W L E R. CLR. 14 I M Q 100F3 D �7 - 1 AL (CLEAR AL CLEAR • • 771 N 103 B 12 M FF __ W 0 S > _ I ILI _ 2 M FF _ W D S MEN �� I -- _ _____ _J I 104A C 20 FAIN - " 21 O �l s _-= --- - -- p 202 I 104B C E HM p- HM P - A2210 (�7_3 1 -�-. - 1U4C ^IB I6J'MIN' 3 M FU `i -5 1 „ 3 `� 1040 C 2 HM ►-F S t / ,•, -z�-Q �._ ...». ... ..».. ._.. ....I I 104E c �7 M - W D S Df Fr - T- 1, NN _RI-R I I I 105 B(SI 190 MIN PA _FF WD S l �--- FF _ WD S OWfIler` 106 B _ 2 M 4'X U 9 ) © Oct Cj J -t cD I I - - - lD 108A B 20 IN M FF IWD S A5.4 9 211 I c I I I I 1 108 B �_ 5 HM P HM P __4 OWNCO -- - •- - 2 ,-- � �._� '. ..... .. GA4.2 •-- ---._. . ___--i - • 109 B 7 M FF W D S - - ------- �^_- 17 �.- �-. ..... ..... 110 C 2 M FF WD SYf,� 111 A ♦34 M FF WD S 2 -_ - -- 111B B 4 M_ FF WD S I 112A B 4 -- - -- - I I -_ M FF W 0 g - cJ r - aa I I I I 1128 B 4 M FF WD S _. ....�... _ ._... _._ ._ ..f I 113 - c 7 M FF WD S II 114 C 7 M FF WD S 5 I I 116A--E 8 M FF WD S I GER F 116B /��(�j}� ��i 1' 7'-0" I 201 1 I O O 11e1C E 8 M FF W D S DELETED N -- �1� VI/ NCO L�YllC�.T.etr ftl Date- 2 �C.Ot1�'! 19�u CI.R. I I I I � ) O 1 17B C 7 MM FF W D S I FF W ' _ D S r` Drawn by: Checked by: ...�.... ...... ..._. ...... ... -1 I cV 119A c 4 M FF WD S 3K I = 1 1 I 118B C 4 M FF D S - r,,,� 119 C 0 MIN M FF WD S - MILDREN DESIGN Gpaup,, P.C. :Revisions Sheet �-A�.3-1 of: � � -I � - - - 1191 C 2 M _ P W H M_ Project. ARCI QTELTURE - SPACE PLANNLNG 3. 2 October 1995 I I P _ y ,lob Number: 9500 - " - I I 1 I 119C 1 'STEEL P STEEL P - OWN('10 l1930 SW Kerr.Parkwa ,Su1te 325 Itevlslon for Permit � -- Lake Oswego,Oregon 97035 MILURery oEstcN GROUP. P.C., 994, ALL 1 i 2 1190 I STEEL P STEEL P _ (503)244-0552 RIcH, RESERVED ® "'- 11EiE C 2 HM P HM P - - - 119F H --- --- STEEL P STEEL PHeadquarters CLR. CLR. +1 119G H STEEL P STEEL P 17 i - L-- -- I ---- I i 1191 G P ST P 5 HM _• � - - -- - -• I --- - ----- •�-- -- ----- C._ - - O STEEL 'P STEEL P - I 1 120A B -4 5 HM P HM P pp i I I _ -_ 120B G STEEL P STEEL P - - �- 121 C 2 _ M FF W D S .3 -4 3,74 VERIFY I I (I I I I I I I 3 I 18 1 YI // i cV 122A C � M FF W D S , 1/ r- 8'-6 3 4" 6'_0 1 I I t I I I I A4,2 I ---- 1try - I 1 11 1228 C �1 M FF WO IS 2 I I t >�IALg 123 B 4 M FF W D S - Tigard, Oreg(m 6'-6 1/4' I I I I I I I 200 1 124 B 4 M FF WO S T4l. O CI.R. _ 216 `J i I I I I I I 1 I 1 / ) I 125A C 4 M FF W D S I - - I ' I ---r 1258 C 4 M FF W 0 S 1 _ _ 3 O C. 126A 0 1 AL CLEAR AL CLEAR 215 I GENERAL OFF C I 1 1268 G I STEEL P STEEL P -- Shmt Title e 214 N ».. ...... _. ....» ». ...»» »_. ..._. ..._.. . ...... ...... ...... ....... .._. 4 1._ .»... ....» ..»... -_. ._... ...... _... ....... _... »».. »..... _... »..- _..» ...._ Page 1 1 15 9 I ; 1 1 ( - - -- ---- Enlarged OPEN TO BEL OW N 2,6 Sim. I I i I 11 Second O ►� I I I A5.5 I I i co -Q 2 I I i .J 18Floor Man A2 ►'� I ( I Lam► A.42 1 CONFERENCE I - ,D 2.15 17 00 a o I 1 -- to Revisions 1. 8/10/95 ' j Genera: Revision - _ I 2. 12 5e�pt ber 1995 -- _ - --------- - -- - - - ---_- . ------- -- - - ----- ---- --- -..-- - --- -- • - ------- -- - - --- ---- -- -- ---•----------- -• ------- J General ia:� 11 11 1 II 1 11 1 " - 1 11 1 II 1 // 11 3'- 1 II . 11 1 .- " 1 11 , 11 3'--6 1 fj'-p" '-6" -6 18 -(J 13 -0 -6 -6 2.3 --03'-6 -6 23'-O" -b -b" 9'-3 1 7. -G _ _ 13 B 1 i Second Floor Plan Keynotes ----_ ITB" = 1'--0" 1. ALUMINUM STOREFRONT GLAZING SYSTEM TYPICAL Q 2 17. MECHANICAL SHAFT, VERIFY LOCATION AND SIZE A2.3 / 2. 3}� ' FURP,!NG STRIPS AT 24" n.c. WITH R--11 BATT INSULATION 1 WITH MECHANICAL CONTRACTOR AND 96" GYPSUM BOARD, EXTEND FURRING 3'" ABOVE SAT 18. STOP RAILING AT MECHANICAL SHAFT WALL 3. L.ADDII SEE DETAIL 10/A5.4 / RIGHTS DESIGN GR r, P.r.., 1:113, AU / RIGHTS RESERVED (� Wall- LAPE egend 4. ROOF SCUTTLE, SEE DETAIL 2/A5.2 THESE DRAWINGS ARE THE PROPERTY OF 5. 4' x 4'' RELITE, SILL AT 36" A.F.F. ��- IIIOT TO DESIGN GROUP, ROD CEDAND N 1-HOUR WALL NOT E BE USED OR REPRODUCED PRIOR tN ANY 6. 1)�" FURRING STRIPS AT 24" O.C. WITH �" G'''PSUM BOARD, MANNER, EXCEPT WITH THE PRIOR 1'�ItI . P.C.PERArISSIUN Of MlIDREN DESIGN CRWP, P. EXTEND FURRING 3" ABOVE SAT : 7. (2) 3' x 4' REI_ITES, SILL AT 36 A.F.F. Date: dutlC�C--= 995 N 8. PLASTIC LAMINATE UPPER AND LOWER CABINETS larewn by: C�lectc .br, 9. HI-LOW DRINKING FOUNTAIN 10. FULL HEIGHT WALL BK (NEM 11. q WALL / MULLION 12. FURNITURE BY OWNER .lob Number. 95009 13. GUARDRAIL, SEE DETAIL 5/A5.2 Sheet of: '14. 3�' x 6'-6" REL.1 TE, HEAD TO MATCH DOOR '5. PROVIDE SHOWER DOOR 16. EXTEND WALL TO BTM/STRUCTURE Milton Court, 1442a1 SUP 95-0285 Con��tructic�n Set ��2:3 10 of 27 a d If this Ilolice appears clearer Than Ills docultlent, the tlocunlent is of nla1.4JI1al yual;;y. ��Illll � lllilll I�IItt11111�� il� �Ijljl I Ij)�ill�l�l�ll) {Ii!111�11111 111llljlll1111 Illll�lllll�l ► I �I�1;1 �111�1 �I1111�+111.11 �jy��;lflllli� . �ta��-�� Illijlllll (NOM M M a eM r' r - i . �-i-�" nl�il►�n►„41 If 24X �r „ �}� f�>� i ii ��inn �nlln Illilliiillillllll Il.I iIIIIIIIIII111,11111111,111C D 1�IIIIIIInIlnllulilnlllllllill11111,1Illlllllll Ilnl�nl itlil�tnl�li�ltrx �t � �m iiil>i � ,il l :1111 III► IIi►,i .,,.., , �f, ,r,t1 ► fifil 11�f►�I R MILDREN DESIGN GROUP, P.C. 50' 0" 25'-0" 20'_0• 30'-0" 3 ARL7ffi'ECTURa • SPACE PIANKM _ _ 0'-0" 30'-U" 11830 SW Kerr Parkway, Suite 325 Lake Oswego, Oregon 97035 iI I (503) 244-0552 I STORAGE 3' -6" 23'-0" 3,_6,3._6„ 23,_0„ J'-6 '-6" - 23' -0" _ X-8- 203 3 - -- ---- -- -- -- 16 '- -1 7 12 4 L 205 A5.5 1 A5.2 ! ELLY - �/ L. _ ._. ...... _ _ . 105 ,- NJ 2 , GALLERY OFFICE a i °B CORRIDOR 207 20 rr0 e / 1 203 202 10 � _ A420•=� tom`- - 5•_0• - -- - - �'j� �I e 206 --- -- --- a AS. - 1- v I 7YP. O O CAR. CLR. 14 1 I IN fos F "' I N M ;;x I 270 I q --- FD 5 10 2W 02 -5 1 T EL-R " '� -� O 1 �- -- - - - - -- - OFv' . 7` TYP. LR g I 0 �% I:7 o o 2 I I I _ I I N A5.4 Q I 2 I N I ¢ I I I tR Owner. 2 I - z I v � v I I I I •I w _ •_•�_• _ to 0OWNCO G :sWOMEN I r7 F .7 I I I 211 i GAL I FRv I I - - a 1 213 5 I I \ / 7 -0" I I I GERFRAL 5 -- --- o - ztz _ � J ` 2 .� 10 /�\ A5.3 SIM. 8 10'- " 1- M iA � OFFICE a 1 - Q 1 201 ! to so 10 . .-.-.-- R. � 9 2 CL IL A5.1 I I I I iq 'o0 0 12 I A5.3 SIM. 212 5 200917 5'-0" 209 CLR. •I-� A5.4 wVa I �__ _ •Ia I I � _ -- _ _ .. . Proms ' 19'-7 1/2" -- -- _ T' 5--7- C.R. - CLR.1'-10 _ _ - � - - - - - -- �r - - - � r- - - -- - T - - - - � W - - ,7 Headquarters - - - - - I I II I F - - - - - - - - - - °.' /3'-4 3/4" VERIFY � / B'-6 3 4" 6'-0 1/4 I I A4.2 I _ I STAIR T r s cR� zlI�� 1200 1 Tigard, Oregon s �� I I I I I i I I I -i L _ _ _ _ -I- _ _ __ _ -L - - - _ � _ _ _ 215 I GENC?AIS OfF10E IIf 3 I 'c o "T a 4 214 I A4.2 Sheet Title: is __ -- ]Enlarged zte SIM h I it f OPEN TO BELOW A5.5 -O Second to ]Floor ]Plan 6 2 ! � L2\ Cn I 11 I I I 18 2 iq CONEEBENCE H 215 I ,7 7 2 0 I Revisions: I 1. 8/10/95 General Revision - - - -- --------- - - J> 2 12 September 1995 General Revision Y-6 La'-O" -_- '-6" '-6 18'-0" [1-r. '-6" _ 1J'-0" •-6" '-8" 23'-C" '-6" '-6 23'-0" '-6 -6 9'-3 112* 13'-6 13'-8 112' Keynotes_ ��• -��-� Second Floor Plan 1• ALUMINUM STOREFRONT GLAZING SYSTEM TYPICAL 17. MECHANICAL SHAFT, VERIFY LOCATION AND SIZE A2.3 1/8" = 1'-0" 2. 3)4" FURRING STRIPS AT 24" O.C. WITH R--11 BATT INSULATION WITH MECHANICAL CONTRACTOR AND %" G-(PSUM BOARD, EXTEND FURRING 3" ABOVE SAT 18. STOP RAILING AT MECHANICAL SHAFT WALL II�'Rp1 DESIGN GRjP. P.G.. Ist Au 3. LAGUER, SEE DETAIL 1C/A5.4 MRlwn RESERVED Wall L"ec-end 4. ROOF SCUTTLE, SEE DETAIL 2/A5.2 THESE ORAMNDS AIR ns. PRDPEIITr a 5. 4' x 4"RELITE, SILL AT 3E" A.F.F. Hm RE BE ION a' PRErRai�» IRREiwr �®I®� 1-HOUR WALL 6. 1)J" FURRING STRIPS AT 24" O.C. WITH %" GYPSUM BOARD, MANNER. EXCEPT VAN THE Most ARITTER PERMISSION OF NUN N OEMON GROUP, P.C. EXTEND FURRING 3" ABOVE SAT 7. (2) 3' x 4' RELITES, SILL AT 36" A.F.F. Date: June so, 193:; 8. PLASTIC LAMR:nTL UPPER AND LOWER CABINETS 9. HI-LOW DRINKING FOUNTAIN Drawn br: Che*W b1"• 10. FULL HEIGHT WALL BK WEM 11. � WALL / 0{ MULLION 12. FURNITURE BY OWNER Job Number. 95003' 13, GUARDRAIL., SEE DETAIL 5/A5.2 14. 3' x 6'-6" RELITE, HEAD TO MATCH DOOR Sheet of: 15. PROVIDE SHOWER DOOR Milt", .,, �,� � 16. EXTEND WALL. TO BTM/STRUCTURE SUP t` " Construction Set A2.3 If this notice appears clearer than the document, the document is of mm¢isal tpin+;ty. lIIIIII�II{II +{I{t}+fi}f}t I�nlnn nnlull nnlnll ndni d1I,FlNt. 1{�liJnlm1 +n1n11n1n1lm{I{n1 um1n11n1u1l{uIuI Io{m►}o+nnn oIjlII!nIhIu{d�}mI lmIdIn1n11h{nId ll'Iin{ mI ,nuI+{uInIlIuInImIuIIhImI onIIhIlIIlaIlIIrInIIIn{I eI}ItGIInIlIIIT{ 1t} j1 { ' 'CD nI{InIlI24 i MILDREN DESIGN GROUP P.C. 13 12 6 A4.2 SIMILAR I.F.t'I i,:'f'E('I'c)Rs SPACE Pl-ANNING J I i830 SW Kerr Parkway, Suite 325 Lake JXweg% Oregon 97035 7� (503)244-0552 y - i 10 r A_� A5.2 U') 5 North Elevation 1/16"=1'- 0" . 1 1 1 2 3 A4.3 A4.2 - ` A 7 �•1 i 13 G�� — ---- _ - `� 305 -- -- O W�L E offl A ' I np - bjR) OF F:fl ff II 1H ! O Owner. I 1� ®WC® 13 N 5 West Elevation East Elevation 1 3 2 A4.1 A4.1 A4.2 13 1 2 1 9 4 2 1 7 11 13 l J 7 13 O LJ U OWNCO_—'11 LJ I-- H ! ! d' 0) Headquarters -1 7 -1 1 1 1 1 1 1 ;, -- ►� I tI! ff f:T A5.2 11 South Elevation A5.2 Tigard, Oregon 6 12 3 13 7 Keynotes ----- 1. 10' x 14' DRIVE IN OVERHEAD DOOR TYPICAL Sheet T1t1G r 2., 3' X 7' HOLLOW METAL DOOR AND FRAME WITH INSULATED I j GLAZED TRANSOM PANEL ABOVE TYPICAL Elevations d V CONCRETE PANEL - SEE 3. ALUMINUM STOREFRONT GLAZING, SYSTEM TYPICAL Ln C) A STRUCTURAL FOR SIZE " " 4. 6 X 6 DOWNSPOUT TYPICAL 11 o or, ^ _ - 314" AND REINFORCING 5. 3' X 7' HOLLOW METAL DOOR AND FRAME, PAINT P1 I 1 ry Q 6. CAP FLASHING 7. SURFACE MOUNTED LIGHT AT 15'--6" ABOVE FINISH FLOOR TYPICAL Q � � LL_ __ B. DOCK BUMPER TYPICAL I I a Q Q 9. SCUPPER, SEE DETAIL 3/A5.2 10. SEE DETAIL 4/A5.2 FOR DOWNSPOUT CONNECTION 00 ^ � � — � - — REVEAL - SEE ELEVATIONS 11. SASE BUILDING COLOR P1 NN 04;nI P FOR LOCATIONS 12. CONCRETE TILTUP WALL PANEL 13• REVEAL .- SEE 1/A3.1 CONCRETE WALL PANEL BELOW 2'-7" AFF TO BE PAINTED P2 EXCEPT AT GRID A ReWsiat>� 1. 8/10/95 d General Revision 2. 12 September 1995 A 4.2 N 13 General Revision Partial East Elevation Reveal Section 3 3"=1'--0" D7 MILDREN DESIGNVED Q . P.C., 1995, ALL RIGHTS RESER _ THESE URAWINGS ARE THE PROPERTY OF MILDREN DESIGN GROUP, P.C., AND ARE NOT TO 9E USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF MILDREN DESIGN GROUP. P.C. Gate June 30, 11995 n Drawn by. Checked by: o• r TA WEM t Job Number. 85005 r) s Sheet of: N Milton Court, 14424 BUP 95-0285 Construction Set A3. 1 n 11 of 27 1 n If This n(ilice appev•s clellrer Ih;In the document, the tlocunlent is of m;u•gin:ll24X I�il� li ��[��ii ��I ha��l► i�� :� i•lslili�ililil {Iilili�ilil► i ili[�li��[ili i[ilili�ilili ► ► I �I►li�ilil► !lili[►;►III� ►_��►L��►.{I(1�, �� _.-= � !�_li��[i!i I�►!il�ninl�hlli IIi1(iiti ��{tirc ►:. itl ftt� � i imII1i1 �iilliniliiilliliilnlllliiiliilil�iiiiiii�[u�i �Iiilililf�iiiliililiiiiiiiniiiilliinii!nli!u�niilin�iiii�li�n IIg111611111{IIn11�11{�r tori m1 D11(1�ii{1lt x. 1 1 A5. 12 3 A5.2 Keynotes T/PLATE AT PARAP4- 18 ) 7 19 T PLATE AT PARAPET ,• ,/ � / _ 1. Concrete tilt-up wall 1 2. Door- armor MILDREN DESIGN GRCI�lP P.C. �- 29 5 I • ( 3. Purlins at 8'--0" un center with Simpson hangers at each dnd, see framing plan for size •--- ( 4. Floshing ARC�fITEC.'1'URB • SPACE PLANNING 5. roof 8 6. Scuppep/leads� box 5/8" plywood detail 3/A5.2 11830 SW Kerr Parkwey, Suite 325 I I - - t..,atce Oswego, Oregon 97095 7. Glu lam beam, see framing pian for size 8. Counter 6 13 I I 9. Concrete f Isl 9 b+non rade 1 s 10. ,/r oi_0 (503)244-M f Recessed light g I ( T/LEDGER I n - 11. Asphaltic concrete paving T/LEDGER -- - 12. Cap flashing 13. Cant 14. PT 4 x ledger, see framing plan 15. Column, see framing pun for size I 28 I . 16. Base plate _ - 17. Footing, see foundation schedule for size and reinforcing 18. PT 4 x plate with 1/2" diameter anchor bolts at 4'-0" on center, countersunk 19. Subpurlins at 2''-0" on center with Simpson hanger at each end, see framing Ian for size I I 9 g P I - `�- --------- - I 20. 1/2" split diameter drip, typical at all panel openings I T I 21. Overhead door �-- 22. Dock bumper 3 I 23. R11 batt insulation 24. 18 gauge galvanized edge channel with round head wood screws at 12" on center each side. 39 Edge channel at head and jamb 39 - ( 25. Provide (1) cripple and (2) full height studs at each side of opening, nail full height studs to 10 36 I top and bottom plate with (3) 10d toe nails I I 26. (3) 2 x 12 with plywood spacer, nail with (4) 16d toe nails at full height studs 27. 6 at 828. Simpson DOVB plywood oeach each u lam beam Xatt purlm line located nearest" on center with lthe column insulation.1 batt (each side). e�� 29. lnr�,lcilon not shown for clarity _ 30. 2 x b ® 24" on center with Simpson LU26. 31. Slab base course. 305 T OPENINGT/OPENING • 32.33. 1/2""metal drip ockout. • W L EWttR�.:' 34. PT 3 x 6 ledger with 1/2" diameter exp anchor thru plate 5/16 x 3 x 5-1/2 at 4'-0" on center. 3430 35. Simpson A35 with one leg nailed to ledger. 20 O 27 20 36. Framing as required for overhead doors. 27 37. Non-shrink grout. OF 38. #4 dowels of 24" o/c 33 39. Reveal, see deiail 1/A3.1 t Owner. � I O40-0- ITVNCO Ar i a � I Q 26 � I o t Q I o ac i ` CCv Ld r\ Li W i 24 N V I z I Q: j IL X + Q ' Project: 5 a 21 OWNCO "' 1 V W I Headquarters I , 25 � • ' I r� it = II Tigard, Oregon T DEN 7" PLATE I Sheet Tttle 39 2 mall Sections ,. 4 24 , 9 = 5.2 o 9 4 22 9 3216 SS 37 = 31 " FIN.FLR. R."iotst - �- FIN.FLR.it • • • • ♦ • ••. •�. • •• �.•.•� :!,.;!• .'••,' �,•. • • '/ ••• •• Ce�p`+c��♦ P ° °o _-I I Q �Q-•) ^ �� } _ � c � o , o• , 0 ••o• ( a • t • °_- - -I_ Q r General Re i7� 1�1 -- 1 - ooqo 2. 12SbCf 1995 Loo � - � � � � OaPoO • • • 00 a 000OUO Genetal"�O � ^ = LLl O^ 60 O c� p 0�O 00n I - - • • I�ham•• I I � 17 • �II I 6" 6" !►-- 2 Column at Beam --J �I t D134"=19-4.1 1041 0" • I I MILDREN DESIGN GR P.C.. 1995. All FIN,GRADE RIGHTS RESERVED TKSF DRAMANGS ARE THE PROPERTY Of • NOT TO DE USED OR R I MILDREN DESIGN GROUP, P.C., AND ARE MANNER, EXCEPT WITH TEP EE PPRIOR WRITTE HN 0 PERMISSION OF MILDREN DESIGN GROUP, P.C. • • r� I=111-I =I I ►_� Dates June 30, 1995 -I I I ISI I I Drawn by: Checked br. ITTJTJK/BK �I •a r1 n n I WEM --I 11=I_I I= I==1 I I_ : I ISI I 1--i lI _. I �- Drive-in 3Tiltu sit Door Job Number: s5oo�l II I`I I II I �---+ ( 3" CLEAR - - - -1 1 I- TYPICAL 3 4 -1'-0 I I II i-- 4.1 Sheet lf: 1 Tiltu at Recessed Dock 6" 6" ''-3• 9A4 4.19A1 wton Court, 14424 ©UP 95-021f Construction Set A4. 1 3 12 of 27 If this Iolice appears clearer 411;111 the docu11teul, the docunte11l is of marginal gttal:"'v. ,t ► !il�I �J I�I� �� l►1� i+ t t` , 11 I�tjlll'1�{�II1 lllll�l'lll�l i 1�t1III�IIIJI I �11111111H I1111111illli il�J�l�illl�It! I111I,fII!I41 �1 t2 4 X '{Ill�llllllllllt 11 IIN11W. .,•�tll }. .� . I�ttl(till (lll�lllllllllltllll!IIIIIIIIIlililllllllllllllllllll1111111111111111111111111111111111111111111111111111111111111111,11 lllillnl Illlllnl�tlllf'llil It�tnt 111�1t11 1 - �,ll�litfi ;.v t 0- b 9 Keynotes _ 1. CONCRETE TILT-UP WALL 2. ALUMINUM STOREFRONT INSULATED GLAZING SYSTEM — 3. R-p11 BATT INSULATION MILDREN DESIGN GROUP, P.C.EXTERIOR GYPSUM SHEATHING r — AROUTHCTURB • SPACE PLANNING 1 5. BUILTUP ROOFING SYSTEM 11830 SW herr Parkway Suites i •. �'•. 6. 4 x 12 19 + ;•' ',. 7. GL.0 LAM BEAM, SEE FRAMING PLAN FOR SIZE Lake Oswego Oregon 97035 8. 2'-0" WIDE R--8 RIGID INSULATION BELOW SLAB (503 2442 9. CONCRETE WALK - 10. SUSPENDED ACOUSTICAL TILE CEILING 11. ASPHALTIC CONCRETE PAVING 12. FLOOR FRAMING, SEE STRUCTURAL �j 13. REVEAL. - SEE 1/A3.1 kn 14. ACOUSTIC INSULATION '. '•. 1 15. h- SPLIT DIAMETER DRIP 6 16. REVEAL WITH METAL EDGE 17. SINGLE GLAZED STOREFRONT SYSTEM 18. CONCRETE SLAB ON GRADE 19. FLASHING WITH CONTINUOUS CLEAT. • •. 20.4 x PT LEDGER - SEE STRUCTURAL 15 21. TS 5 x 5 xs - SEE STRUCTURAL 22. %" GYPSUM BOARD, PAINTED 4 20 15 104� 0� 4911�19 305 • W E &®R.� 13 OF I to Owner. 5 A5.5 OWNCO 1 1 112 I I Project: 10'11WNC0 Headquarters coI �• .• • ' I 1 R • — I 22 N Tigard, Oregon I VARIES 12 \ / 21 ------ --— Shea Tttle - N Wall Sections � 10 i 14 15 17 13 2'-00 Reviskma 18 1. 8/10/95—�o l Revision 11 I' ion FIN.FLR. I 2. •o art' • o • - •� '._ .� 0I 0I ISCP� 1995 FIN.GRADE General � _ o I I oz T FTG. N nN . �II II �I,I D _ �J l . 1-1--iIll ELD I I__I I I --I I I-I I I-- III I I I—I RIGDREN DESIGN t�tt�iJP. P.c.. 108a ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF �• -III-1 I I_._._I I I--I —.III— I--•III I 3" CLEAR MILDREN DESIGN GROUP, P.(:.. AND ARE TYPICAL NOT TO BE USED OR :ZEPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN 8 � 8 PERMISSION OF MILDREN DESIGN GROUP. P.C. 9 Date June ti 7 2'--0" Drawn by: Checked by: IWEMBKP Job Numuer. 955 Sheet of.. ri_*' Tiltu at Full Height Panel 2 Tiltup" at Recessed Storefront a Second Floor at Lobby fnllr4• 314##=10-00 Construction Set A4.2N. 3/4"=1'---C�' 4• 314"=1 -Q D3 3 on co�rl, laa2a D2 9A� Ill�f'95 02135 I'1 nt?7 If this notice appears Clearer 01"+11 the document, the document is of marginal N1uar;,y. j1J1J!l11ttiii 1�Ilil II1SI� I � Iilllt IlilI I I _ r '�II�IIIIIiliililll II►IIINi illl�tl ,•' t�Ifil�(H111 f11111111111 IIIIIIIIIfIIII�II11111fIIIIIIIrIIIIIIIIIIIIIIIIIIIIiIIIIIIIIiIIIIIIIIIIIIIiIItIIIIIIIIIIIIiI�Illlllll�{IIIIIIIIIIIIIII IIAIIIII 1111111111111111111111f�llli IIII�IlIIII .•.�• � • Illlil►1 1 I 6" 1� ' a5eynotes� V, r 1 ^4 0 5" 1. CONCRETE TILT--UP WALL 2. ALUMINUM STOREFRONT GLAZING SYSTEM TYPICAL 3. R-11 BATT INSULATION MILDREN DESIGN GwOUP, ►.'". 4. EXTERIOR GYPSUM SHEATHING ARCHnlCrUKE . SPACE RANNING x 2 x 5 WI TN 5. BUILT—UP ROOF 111330 SW Kerr Parkway,Suite 32a 6. (1) )6.0 EXPANSION ANCHOR R-11 BATT INSULATION lake Oswego, Oregon 9703<5 7. ) " SPLIT DIAMETER DRIP, TYPICAL AT ALL PANEL OPENINGS (503) 244-0552 1N "m HOLE 8. 2'- 0" WIDE R--8 RIGID INSULATION BELOW SLAB 9. CONCRETE SLAB ON GRADE 10. REVEAL, SEE DETAIL 1/A3.1 11. P.T. 4 x LEDGER SEE STRUCTURAL 30J _ -- -F-.B. )6" x 2 RAIL---------_ 12. RECESSED LIGHT _ 13. EXPANSION JOIN f • 14. „ CONCRETE 15. 2x6ATSIDEWALK 24" O.C.0 C. W1 H SIMPSON HANGER AT EACH END 16. 4 x 12 HEADER ---� --= 17. FLASHING WITH CONTINUOUS CLEAT O o �. 10 ------ - - o -- "0 RUNG - • I AT FRONT OF FLAT •+ ' ---- y- BAR •� ----- " x3 x 1h WITH (1) ) "O EXPANSION 305 ANCHOR W E R. FRQN T, ELEVA TION SIDE ELEVA Tj �% �11 r 2 Elevator Pit Ladder • IOwner 12 "° 4. 3T41'71'70'7 DOwner OWNCO I , Project. OWNCO .. N Headquarters 2 A4.2 16 Tigard, Oregon 6 15 . . _ Sheet Title Wall Sections 7 Revisions 1. 8/10/95 Genera; Revision IF. v 2. 12 Septtanber 1995 a General Revtiicm O I 01 a ' N n N MILDREN DESIGN GRr. P.C.. 1995. ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY Of MILDREN DESIGN GROUP, P.C., AND ARE NOT TO BE USED OR RTPRODPCED IN ANY MA,INER, EXCEPT WITH THE PRIOR WRITTEN 14 . PERMISSION OF MILDREN DESIGN GROUP, P.C. 8 t 3 Date: June 30, 1995 Drawn by: Checked b r. •. TJK � .� —. •, . •, WEM Job Nv aDa: 95003 Sheet of: ri`�Tilt p at Recessed Storefront '�6 4.3 3/4"-1'—G Milton Court, 14424 >,4 0285 144 olOf 27 27 Construction Set A4.3 s � ' f If this 11olice a1111ears dearer. 111:111 the documerli, the docnme11t is of 11larki11al g11:11;t31. jlj . 114 � l�tl : 1� �1,1lI�IJIJ IJi�l�l�l�i�.l it�{�I� I�I�I l I�I�I�I�I �i�l 1 l�l�l�lll'l�l I�I�I�I�I�I�I fIIM��l•�I(I�111I1I1III Il�lllllllll�ltll IIII�INI l�l�itll 1` �-.,.. Ifit�rlt � I�l Ilf�illl lulltllllllllllll11111111IIIIu�II�IIIItIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIillllillllllnlllll;l!IIIIIIIIIIIIIIIIIIIIIIII�IIII Illllllllllllllltll 1111111+I 111�1tfilfttl��tt ��' lll�lll r i { f -�--fir--- .090" ALUMINUM SIGN PLA FE R ��, 3/e• WHITE BACKGROUND !, I 2 ----- --- R' 1 1" HIGH BLUE LETTERS MILDREN DESIGN GROUP, P.C. ROOM FINISH ' AND BORDER, BAKED ENAMEL ARC1iIT13C1'uk►: SPACE PLANNING' '�•' _—_ �" DEEP TOOLED JOINTS 11830 SW Kerr Parkway, Suite 325 _ e' �--._^ • _y L WHITE 4E� AT fi O.C. '� 'WITHDICAP BLUE BACKOGKOUND g" 7" ''�••C OS(!�(2 2'197095 r;.- 1 3 Pau IN DAV. Sfv1O0TH TROWELED JOINT a r'3/A5.i . SIGNAGE '-• --D15AF3LED ACCESSIBLE RAMP TYPICAL �n�; '� - -_ ��p �� ' -r,', ara• - PER STATE --- M REQUIREMENTS ' ` 'a'' ' -- W, REQUIREMENTS -_ i e L 4 i.+•i'`'''I ;-�,;.� --CONCRETE RAMP FLUSH s - -- -- - ( A5.1 -',;,�' j WITH ASPHALT I VAN ACCESSIBLE SIGN WHERE 7' 3 1 2' 3U' TYP. ,�• REQUIRED - 1" / / � II�i � I� Ili � r 3 WIDE PAINT STRIPE TYPICAL �.......... rr/;,� - lig li _ i# 11�, ' !! - GALVANIZED STEEL POST / l _. ' -4" I 86' _.._......_..... PAINT STRIPES AT 2'-0" O.C. TYPICAL - I ' I NOTES: S:� , O � r 1. ALL DISABLED S1RIPING AND SIGNAGE TO COMPLY �`-�'AVIP�G-�` AMP FLUSH WITH PAVING 6 7' --DISABLED SYMBOL, �: - - ;i+ WITH ORDINANCE -- PAINTED PER ORS 447.233. 6'-0" 6'-0" 6'-D" z OREGON LAW ► = 2. DISABLED SIGN TO BE 8'-0" AT VAN MOUNTED TO SIDE FOR ACCESSIBLE SPACE �'- VAN ACCESS LOCATIONS N 3�5 8'-0" AT VAN W L E R. " PAINT STRIPE AND MAY 6E CENTERED + I TYPICAL ACCESS LOCATION I • .*� y_'-0" "_S_._TD_. TYP. FOR STANDARED DISABLED SPACES. Disabled Parking Stall r2N� Accessible Sidewalk -- U-Parking Si ager4'� lnternational Handica Symbol 9 �5- 158431 5.1 1/4 =1'70 1'=1 -0 ' p F TOOLED SEE SITE PLAN 15A6 �'� 1583 J'1 1582 -0 -fir EDGE i 1/Z- 1 112" 1 1/2" STEEL TROWELED Owrlletl , 2Z CROSS SLOPE I --EDGE, TYPICAL ' - 4m CONCRETE SLAB _. -_-__ OWNCO • ' .' • ' •• 4 WITH CONTROL JOINTS :=r,��; �'F�� .•. AT .5'-0" O.C. r _ cA► s-;�P �?� _ d 4" CRUSHED ROCK BASE SECTION BROGM FINISH 5'-0" 5'--0' 1 '-0" _ WIDTH OF SIDEWALK 1 '-0" ' 6" 6" SEE SITE PLAN SEE PLAN 'LlTOOLED JOINT 6"MIN, 6" 1 RADIUS 1'--'MAX. --- 1WINCO -- 4" CONCRETE WALK SLOPE TOP OF CURB SLOPE - TOP OF SIDEWALK EVEN R s � WITH PAVING Headquarters • n '`'f 2" SAND OR )4"--0" CR.AGG. `D r R , • -'- - CAST IN PLACE CURB AND w U SIDEWALK PLAN r0NTROL JOINTS (TOOLED) AT — --- PAVING SECTION 5'-0" 0.C. NOTE. Tigard, Oregon • CONCRETE TO HAVE STRENGTH OF 3,000 PSI IN 28 DAYS, 2" TO 4" SLUMP EXPANSION JOINT • PROVIDE EXPANSION JOINTS ® 20'-0" O.C. ALIGN CURB AND WALK JOINTS. Titer NOTE: CONCRETE SHALL BE 3000 AT 20'-0" 0.C. 1N WALK ® 5'-0" O.C. PS! AT 28 DAYS. 6 SACK + PROVIDE CONTROL JOINTS ��c MIX, SLUMP: 1 1/2" TO 3" -- 1 1/2" STEEL TROWELED ►7 EDGE, TYPICAL Typical Sidewalk s Monolithic Curb and Sidewalk 7 Curb Ta er at Sidewalk • no _ s Extruded Curb Section 5.� 15A1cale 5.1 15A5-1 -0 5.1 54"-1'-0" - .1 3/4"=I'--0" 15A4 FLOOR OR ROOF STRUCTURE v�-_�� i 3 METAL STUD AT 16" 0/C — STABLIZER BAR BETWEEN ALL i { MEMBERS AT PERIMETER r .DDITIONAL HANGERS AT ALL , MEMBERS WITHIN 8" OF o I -C2) LAYERS GYPSUM BOAR PERIMETER .I TYPE X - LATERAL BRACING WITH METAL STUDS &Y1S10m CURB BEYOND R -" 4"0 STD PIPE WITH APPROVED VERTICAL STRUT AT 12' 0/C EACH WAY 1. 1�� I CONCRETE FILL - SUSPENDED ACOLISTICAL TILE V![IC1ra� � COUIVTERSLOPE HANGERS IF MORE SEE DETAIL 11/A5.1 SIM. � 12 C.,•.�.o.,�, 1� ---- 1/8" FALSE JOINT � THAN 1:s our of !'LOMB '"•''��I�"��"��e on ALIGN WI Ty CURB 8E:YOND General A�ev1.�10t1 TOOLED EDGE }6 } " GYPSUM BOARD TYPE 'X,' SECURE ALL HANGERS TO EACH SIDE `- -4 CONCRETE SIDEWALK WITH MEDIUM BUILDING STRUCTURE. TRAPEZE PAVING SECTION BROOM FINISH - DUCT WORK AND OTHER LARGE - SLOPE 1: 12 MAX. FINISH GRADE OBSTRUCTIONS R — ' ' • • -- CROSS RUNNERS FI' BETWEEN i 5 01 MAIN RUNNERS rn- 6'-0" MAX I ( ' MAIN RUNNERS AT 4' O/C ^ �-- 'I I CONCRFIE FOOTING SUPPORT WITH 012 WIRE AT 4' V- ' — ---WARNING PER 0/C OR WITH X110 WIRE AT 5' --DETECTABLE--DETECTABLE1 , MILDREN DESIGN CR P, P.C., 1995, AU. ON CENTER EACH WAY RIGHTS RESERVED '► ' ADA REQUIREMEN?S � ' �I ,. I _ 4" CRUSHED ROCK BASE UNDERI I I LATERAL BRACING AT 12' O/C I THESE ORAWINGS ARE THE PROPERTY OF EACH WAY. MAIN RUNNER TO �1 � 4 MILDDESIGN GROUP, P.C.. ANO ARE SIDEWALK TYPICAL I �I NOT TO K USED OR R04tWUCEO IN ANY f I STRUCTURE BEGIN BRACING MANNER, EXCEPT WITH THE P91IOR WRITTEN CONCRETE SLAB AT :I I WITHIN 6' OF PF.R!MITER AND 2"' PERMISSION OF MIIDREN DESIGN GROUP, P.C. SIMILAR CONDITION J• FROM CROSS MEMBER Date: Jl1I1e NJ 1995 ---CONCRETE SLAB Drawn br. Chmkied by, _ 1 i - NVEM WEM VIP Joh Number 9500$ i Entr SidewalCeiling - ` Sh� Of.9 "_ , k _ io Bollard _ 1-i Sus ended Section i2 Corridor SectC _ ion 5•i 15Az 1 0 Milton Court, 14424 5.1 1 4 �_0» 5.1 N.T.S. ALL CONNECTION DEVICES TO BE OF AN APPROVE!) TYPE 5.1 3/4'=1 - 0" _ 1�UP950285 2A AND HAVE A 100# CAPABILITY. ` 1D2 `1 --- �"�� n S�r9t A5. 1 9 of 27 If this m lice appears Clearer 111;111 the document, the document is of margin: IC 2 qu:11;Iy, 111111! I III lt1 �i# 1 1Aµ! 1)1�1`l�1�I�1� 111�'�Ijl�i11 iIIT�ljl�1�1111! ! I�I'I;I�l�i�l l I � I�I'I'i�l+l I If I�111f 111�! I l�I�l11•l1.1!11 it4 X ��l1lJ�1111 y ri �f��I►I�IIl11�Ili�i IIIIIifft 111t1i1i • t11 tIi li ��ii tllllllll 1►iI�IIIIIIIIIIIIiIIiiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIi�IIIIII�IIIIIIIIIItilllll�ililllll�IIII1lIIIIIIIIIIIIIIIIIIIIIII111 IIfIIII►� 11111111111111III1i illi�iill !11{s=�i! � • � • 11l+nli. t f MAINTAIN REQUIRED COPING WITH STANDING SEAM REINFORCING MILDREN DESIGN GROUP, P.C. ARLIUT11 ALE • SPACE PLANNIM SHIM-SLOPE TO DRAIN LPP RA NOTCH NCES T 2" 6" 6" r 11830 SW Kar Parkway, l CONTINUOUS CLEAT Y, SlUle like (�50.�2 Oregon 97095 a • P.T. 4 x 70P PLATE ' WITH 1/2" DIA. ANCHOR ' \ BOLTS A7 4'-0" O.C. 7 COUNTERSUNK 7/ROOF `. IT- _ % —CONCRETE WALL PANEL ��— COUNTER FLASHING _ i ' ir' II FASTENED AT 2'-0" O.C. - - --- -- - - - -I 0 � CAST IRON DOW'NSPOIIf �—PROTECTION PIPE. 7ERMINAT II S' LOCK SEAMS AT 8'-0" O.C. I CAP SHEET h a z 90 OEGR'EE SHORT TURN D.I. PIPE 5' -O" FROM -J��- DERBIGUM PLY a WITH STAINLESS BS CAST STEEL IRON BUILDING FACE -"- ROOF FELTS LEADER BOX I ¢ BAND, TYPICAL F' • //��'' SEAL TOP OF CAP AND �. DERBIGUM LAYER WITH ROOF HATCH DOWNSPOUT Gb FABRIC AND MASTIC ' - CONTINUOUS CLEAT NAILER FIBER CANT I 45 DEGREE SHORT TURN ', l �— ELBOW - f^• II / FASTENERS A7 8" O.C. RIGID INSULATION - BUILT-UP ROOF SOLID GROUT AT BASE CAP SHEET -'71 " I - _ GALVANIZED SHEET — FOOTING f • DERBIGUM PLY • METAL LEADER BOX ROOF FELTS ROOF SHEATHING BIV SCREEN DOUBLE 2 x 6 6" x 6" 'ALVANIZED _x.^ FIBER CANT SHEET METAL II DOWNSPOUT - TILT UP CONCRETE IE SHOWN 14S f� , . PANEL �oN PLANS 305 6 L° r t ) Parapet Flashing 2 Roof Scuttle s Scu er OF PLa Downspout Connection ` 1 1 2°�71-0° 1 112-=I'—G- Full Size 5. ,2A2 5. ,2A3 5 12A5 5. 15D41RQ1 -0 i Owns: OWNCO T.S. COLUMN 5 x 5 x 1/4 SEALANT LINE OF WALL ABOVE IHOLLOW METAL DOOR FRAME B n _ • • v 4 �- ° I I INTERMEDIATE T.S. MULLION AT t i T.S.°5 x 5 x 1/4. DOOR JAMB JT - -- - - - - - - - - - - - - - - - - - - - d. Tro .7/te I I PLATE 112' x 5" x B" WITIi (2) 4 x 8" REBAR V I I I (GRADE 40) — — R Project r I SEE ELEVATIONS FOR ° rl1��117}�.T�IfZ, `' REINFORCING SIZE AND �LU�'' VV'�7 11 IVY ''>�,..11'' V i PLACEMENT ° �e (2) k4 .. 0 -- - - - - - - - - - - - - - - o I a WITH E 2) 2y4 x 8"xREBAR Headquarters N� 1 ( (GRAD 40) /te �i—� (" �— TURNED DONT! SLAB EDGE =QUI —INTERMEDIATE T.S. MULLION �v A7 O.H. DOOR OPENING A7 H.H. DOOR/O.H. DOOR s v ° JAMB T.S. 5 x 5 x 1/4 ° LINE OF WALL ABOVE I rro 3/1e I I ° Tigard, Oregon —OVERHEAD DOOR, TRACK AND °- CONNECTION BY DOOR I I MANUFACTURER I Sheet Tale: Details 5 s Door J imbs at TS Column CiTS Mullion Head /////i'� �\\ A5.2 5 "-14A3 -°" 5' 14=41-0x — J T S.DRMullion Connection at Slab J 14=5 y STOREFRONT MULLION w II LLo I o w l I I w I CONCRETE PANEL _ � ` 0 11 VARIE j WITH 3 4• CHAMFER 1. B/10/95 1/8' BENT PLATE WITH M3 x 1'-O" 0 1' I A7 EX7�RIOR t�agl RevisionAT V-0 O.C. ° ,J I ° CONCRETE WALL PANEL LJ 1� j • TOOLED EOGc 26 GAUGE PREFAB 2 12 September1995\ SHEET METAL FLASHING � s nj �im � TYPICAL SEALANT ND BACKER EACH SIDE \I • � N ° J HOLI OW METAL FRAME ' ALUMINUM BREAK SHAPE -SEALANT EACH SIDE ANCHOR AT 48" O.C.MAX. TO MATCH EXISTING . I CONCRETE TILT-UP PANEL l INSULATED GLAZING STOREFRONT I HOLLOW METAL FRAME I _ I ' — APPLIED URIP WINDOW STOP INTERIOR OFFICE WALL 5/8" x 1 1/4" TYPICAL I 2 41Inxc4 ornw P.F. IWa NL I 4 SIDES, ANCHOR AT alwTs IrcstxTco�P' APPLIEC DRIP 2 . . . I -0" OCMAXTWW ° AMn .ac TK PIIePpnv a mlp OE" W". P.C., " M I - HOLLOW METAL MUNTIN 27 To Kuseo at xv'xaouem N My. 2 PIECE 4.x . "x T MT4 T4[ MOR WITTM ry P[x41551W pF 4Rptp1 OFIDR1 Rn011P. P.0 HOLLOW METAL DOOR Date Jut1081111995 Drawn by: clocked by, - J -- — WEM WEM p 1 Job Number. MIMI, Sheet Of., a Dock Door Armor io Hollow Metal Door Head Hollow Metal Transom Muntin _ 12 Walla / Mullion t 5, 3 „1 0 Inium, 14424 14A5 n�IPosmzPs 5' 14A1 �. l;,dzT 14=2 \ A�5 �� 1D IConstruction Set A5.2 5 If this police appears clearer Than the document, the document is of marginalis W I�IIIII�iI III illlt�.�t��l� IlY► Fi; {1 INIIII�IIIU �IIIIII!�IIIII�IIIIIII�llrll !II�I�t�t;!II I I�I�i�I�I�!ii I�I�III�III►� 4JHt)i,lL # #_ 24X CD Aulnn unhpl Indml�ltrklr tt ltl sail tluu tudiel anhnlllulllnilinluulullllm mlhnlilndlm nnhnlluululIhcllllnhutlunlun unlitli Ilull�ilt 1h idlml 1-GRAB BARS GRAB BARa---\ 4 Keynotes 25'-1 1/4w RECESSED FLUORESCENT I.IGHT -- RE I ED FLUORESCENT LIGHT 41-- 112 4,-11-- 1/4" WITH EGGCRATE LENS 1. ArCESSIBLE SHOWER 15'-7 31 ---- WITH EGGCRATE LENS 2. GRAB BARS PER CODE PLASTIC LAMINATr- WAINSCO ------PLASTIC LAMINATE WAINSCOT MILDRFN DESIGN GROUP, P.C. 3. PLASYIC LAMINATE COUNTER SEE DETAIL I0/A5.3 I I I ARCILTMOLKIld a SPACE PLAN14M 4. Ak;(CEsSIBI_[ TOILET SEE ELEVATION 5. ACCESSIBLE URINAL SEE ELEVATION _ACCESSIBLE TOILET ACCESSIBLE TOILET 1 WO SW Kerr Parkway, Suite SM MEN 2 LAke Oswego, Oregon 970M 7. FLUOPESCENT LIGHT 6. HI-LCW ACCESSIBLE DRINKING FOUNTAIN (503) 244-M2 8. TOWEL. DISPENSERo T 8 9. FEMININE PRODUCT DISPENSER FD 0 \- WALL BEYOND WALL BEYOND A&I \---TOILET TISSUE DISPENSER TOILET TISSUE 01SPENSER 2 FD 3 4 6- SEAT COVER DISPENSER SEAT COVER DISPENSER PLASTIC LAMINATE WAINSCOT, LASTIC LAMINA rE WAINSCOT r---CONTINUOUS MIRROR CONTINUOUS MIRROR-- _ DIF N L= (0) 0 3 ra All- Aft- -.b E73 T1- '0 3 FD WOMEN ' ] I -I z1* I -I- - - I/I 112 7'-1 1/4" ACCESSIBLE SEAT---J �-ACCE SSIBLE SEAT -INSULATE PIPING INSULATE' PIPING--j 305 GRAP BAR-- ----GRAB BAR W L I --------ANSI 117.1 TYPE FAUCET ANSI 117.1 TYPE FAUCE T_ FIBERGLASS SHOWER WITH SHOWER CURTAIN-__/ --FIBERGLASS SHOWER WITH SHOWER CURTAIN �Toilet Room Elevation - Women 112 1 Enlarqed Toilet Room. Plan - 111 and 112 2 Toilet. Room Elevation - Men 111 r3 OF 5. 1/4"=It-Opp 5.3 1/4"=1'-0w 3ANOKEY2 3ANOKEYI FIBERGLASS SHOWER WITH SHOWER DOOR- r47`NN /-----GRAB BARS GRAB BARS----\ Owner. 4'-9 314 lsA�.4 ®W1CO RECESSED FLUORESCENT LIGHT. ECESSED FLUORESCENT LIGHT WITH EGGCRATE LENS WITH EGGCRATE LENS PLASTIC LAMINATE WAINSCOT—— ---PLASTIC LAMINATE WAINSCOT 3'--0 314" 5' 0 9 7 WALL MOUNT LIGH r A5.3 I ACCESSIBLE TOILET ACCESSIBLE TOILE CN N 2'-6" x 3'-0" MIRROR QMH 6 WALL BEYOND WALL BEYOND-1 0 123 - 1()'FD '_._3-OF"... �---TOILET TISSUE DISPENSER TOILET TISSUE DISPENSER - --- ANSI 117.1 TYPE FAUCET Project- SEAT COVER DISPC.NISER-- SEAT COVER DISPENSER DF 0 Q 0 I F_ PLASTIC LAMINATE WAINSCOAT TOILET TISSUE 6 PLASTIC LAMINATE W.A INSCO LASTIC LAMINATE WAINSCOT OWNCO DISPENSER DF L J 0 4 ONTINUOUS MIRROR CONTINUOUS MIRROR7 T1 Hceadquarters 1z -0. 3 A5.4 10 3 5 2 r 3.-0. X-0 1V-- A5.3- 6 F) 0 MEN E9 ILI 124 A5.3 C egon CA 10 ig INSULATE EXPOSED PIPING LINSULATE PIPING INSULATE PIPING�• Sheet Title: ANSI 117.1 TYPE FAUCET ANSI 117.1 TYPE FAUCET- Enlarged Toilet TD r4" Toilet Room Elevation - Room 216 ri'� Enlarged Toilet Room Plan - 123 ancj' 124_ ��6Toilet Room Elevation - Men 124 r_7` Toilet Room Elevation - Women 123 ,%oom. Plans 1/4"=10-00 \A5.3 "=1 1/4 to=1'-0 to 'A�_3 _.) 1/4 0 Similar at Men 210 .3 Similar al 3ANOKEY5 ......- -0' 210 and 211 similar 3ANOKEY3 3ANOKEY6 W. omen 211 and lter�or A MIRROR Elevations PLASTIC LAMINATE FACE PLASTIC LAMINATE FACE ("-N" PLYWOOD WITH PLASTIC AND COUNTERTOP AND COUNTERTOP LAMINATE. ATTACH TO STUDS --- PLASTIC LAMINATE SPLASH - PLASTIC LAMINATE SPLASH WITH (2) 2)4- TYPE S BUGLE SCREWS, COUNTER-SUNK. IF ?. HEAD SIC 0 SET IN SEALANT BED o _ADJUSTABLE S14ELVES SHELVES + 1. 8/10/95 General RevWm + 2- 12 September 19.95 -2 x 4 AT PERIMETER AND General Revision to FLAT BAR SUPPORT 1100 112" Do + C14 34- PLYWOOD WITH PLASTIC LAMINATE AT COUNTER TOP AND EDGE. ATTACH TO 0 0 N 1 314 1 314" SUPPORT W1 #10 x 2" C%4 C,4 0/( SCREWS AT 6 10 10 COUNTERSUN. m: DJUSTARLE S 'E M. SHELVES TYPE S BUGLE (2) 2, HEAD SCREWS AT EACH MILDREN DESIGN GR C., 1995, ALL RIGHTS RESERVED 101, 10 STUD THESE DRAWINGS AM THE PROPERTY OF 2to ,1 11 6 a MILDREN DESIGN GROUP, P,C,. AND ARE NOT TO BE USED OR ROntODUCED IN ANY LAMINATE OR S.S. ENCLOSURE MANNER. EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF MILDREN DESIGN OR". P.C. INSULATE PIPES (PLASTIC ><- 1Z == = \.\ CN + AT CONTRACTORS OPTION) < > 7, 11 Iz-" N Date June 30, 1995 11" FLAT BAR WITH )4'0 x %J Y)V LAG S_R_Nt TO 2 x 4 FLOOR STRUCTURE— AT 32- O/C Drawn br. Checked br. TJK WEM NOIE: WHERE END OF COUNTER INTERSECTS STUD WALL, INSTALL BLOCKING AND ------- NO BA�>E AT SINK; BASE CABINET AT SINK; SECURE COUNTER SUPPOQT TO BLOCKING AND/OR STUDS WITH (2) 2�6" TYPE S Job Number.INSULATE ;k JDAT INSULATE HOT AND WASTE O/C MAX. PROVIDE (6) SCREWS MINIMUM PIPING PIPING BUGLE HEAD SCREWS AT 12 Shed � Coffee Bar Elevation - Room 215 rio%� �8C,otfee Bar Elevation - Room 118 rg Do I Lavatory Counter Section .2 5.3 -090 Milton Court, 14424 W.3) �.3 1 1/Z.1' - INT -0285 D2-INT Similar at Room 212 119A2 1124=IF Similar at Room 125 Construction Set A5.3 5 D I BUP 95 17 of 27 If this woice appeai-s III,,,, the document, the document is of inai-gimil IjIpJ1IlJIJ;i I Jill 11111111 111111illill 1111111 Jill 111 14111,11 Jill it 24X _ -_ 1 401 -J-D- 4 - __:D ,74 --_ ";3 R. x '. - R11 BATT INSULATION '- 2 WIRE TO TOP FRA CK A7 2 x 4 BLOCKING SUSPENDED CEILING 4'-0" O/C ALT. DIRECTION --- 2' DEEP, 18 GA TOP TRACK. 3j¢" 25 GA. METAL STUDS MILDREN DESIGN GROUP, P.C. DO NOT SCREW GYPSUM --� 6" X 22 CA METAL J0157 ARL1aTEL7UFe I;pwCE PLANNING Q BOARD TO TRACK AT 24' D.C. AT 16. O/C 1 I s3o sw Kerr Parkway,suu 9xs %• \ ------ SUSPENDED CEILIN SEE DTL. 11/A5.1 --- — %- GYPSUM BOARD AT - - - --- 5/8" GYP BO FASTEN TO LAke Oswego, Oregon 97035 AT EACH SIDE STUDS WITH TYPE 'S" -CONTINUOUS STAGGERED (509)244-0552 __ J CASING BEAD SCREWS AT 8" OIC A', / TUBES EACH VALENCE J PANEL FDGES AND 12" O/C LENGTH Y6" GIP BD AT EACH SIDE AT INTERIOR SUPPORTS SECURE TO STUDS WITH TYPE 'S' SCREWS AT 5"-7" 0/C STUD CHART: 5/8" WATER RESISTAN 7, "r ANGELES XHD W 20 GA. 70 19'-6" GYPSUM BOARD AT TOILET Do 3)¢' 25 GA METAL STUDS - 4 20 GA. TO 21'-0" ROOM SIDE v AT 24" O/C - 6" 20 GA. TO 29'-0" --.-— 3 1/2" 25 GA STUD A7 SEE A/E FOR ALTERNATE (OR) ANGELES SS 24" 0/C TYPICAL, 20 CA - 3%- 25 GA. TG 15'-8" TOILET ROOM AT 16" O/C WHEN SUPPORTING WATER HEATER ,Y1" WD. FIXTURE BACK WHITE PLASTIC LAMINATE COVE RUBBER BASE ---- RUBBER BASE WHERE -- FINISH APPLICABLE R11 BATT 1NSUL A7 TOILET 1 -0 }{" PARABOLIC LOUVERS ROOM WALLS AND CEILING SEMI-SPECULAR SILVER - -- 6" RUBBER BASE " GYPSUM BOARD TYPICAL -- SLAB WITH BOTTOM TRACK TO ♦S� �(f� POWDER DRIVEN ANCHOFS AT 4'-0' 0/C — 4" RUBBER BASE -- BOTTOM TRACK TO SLAB - 3 1/2" 57L TRACK 305 WITH POWDER DRIVEN TO SLAB WITH POWDER w�.LJW-E,�y}�I R' ANCHORS AT 4'-0" 0/C DRIVEN ANCHORS AT �+WI�YL•"1/e"^L' � 4'-0" O/C M P_ artition Wall at Suspended CeilingFull Height Wall ('3)Toilet Room Wall Section 4 Recessed Light 9j�p OF I I tE2 5 1/z � 1C D11 ' _- TYPICAL>�� 5 1/ " GALV. STRAP HINGE _ AN k5 A7 TOP OF WALL (2) b5 AT TOP OF WALL ®W��® AND PANEL EDGES - AND PANEL EDGES 7TETILTUPt 3 5/76" (2) GALVANIZED L3 X 2 X OF TS, WITHEEACH%"0 X 30�e"L 6 X 6 X �j % 1'-0" -- CHAIN LINK GATE WITH 2'-0" + WITH (4) 3/4"0 MIN. EMBED SUP-R-STUD CEDAR SLATS AND FRAME ( EXPANSION ANCHORS a SL PE TO \ 1 1/2GALV. TS 2 X 2 X JI(PANEL TYPDR IN o CHAIN LINK GATE WITH io CEDAR SLATS AND FRAME '� --- - #4 AT 16" O/C EACH WAY 'Q VERT. BARS AT CENTER #'4 AT 16" O/C EACH WAY °•� (2) GALVANIZED L3 X 2 X FACE BUILDING OF PANEL, EXTEND INTO VERT. BARS AT CENTER Project. jb X 4", ONE EACH SIDE ��® FOOTING 2'_0" OF PANEL, EXTEND INTO OF TS, WITH %"0 X 3 3{e" 6 X 6 X j(, X 1'-0" —_—_ #4 X 12" F FOOTING 2•_0• 3/fe MIN. EMBED SUP-R-STUD WITH (4) 3/4"e EXPANSION AT 48" O/C #4 X 72" F — Headquarters ANCHORS - ----- 6" CONCRETE SLAB WITH A7 48" 0/C 1'-O" x 2'-3" - TEMPORARY FOOTING, 7 7 SL 8 �t4 A i 24" 0/C EACH WAY �" CONCRETESLAB WITH = _ _ _ _ _ __ _ _ _ ��❑ GALV. TS 2 X 2 X J( - EACH ENC OF PANEL 7 SL B 4 AT 24" 0 C EACH WAY _ ,� 5. 5.4 o CONCRETE FOOTING CAST _ AROUND TEMPORARY r o CONCRETE FOOTING CAST ;,1 FOOTING - SEE PLAN 1 , . / AROUND TEMPORARY GRIND AWAY GALVANIZING FOOTING - SEE PLAN A7 SURFACES i0 BE Tigard, Oregon I I I I o a (3) #'4 CONT. THROUGH � WELDED v TEMPORARY FOOTING a " o a (3) k4 CONT. THROUGH TEMPORARY FOOTING �- 3 LEAK N4 AT 2'-B" O/C `� - s Trash Enclosure Gate to Wall Panel sneetTsle I I I I 2'-3" TRANSVERSE 3 "'LEAR X14 A7 2'-8" 0/C �5 1 1/2"=1'-0 Details 2'-3TRANSVERSE 9A5D (3:) Trash Enclosure Plan s Tiltup at Trash Enclosure Gate at Trash Enclosure 112-=I'-O- 3 4°=1'-0° 3/4"-1 -0" 5' 9A58 5' 9A5A 5' 9A5C ROOF FRAMING - SEE STRUCTURA R11 BATT INSULATION 2 x 4 BLOCKING R-71 BATT INSULATION 2" DEEP, 18 CA TOP TRACK. h SUSPENDED ACOUSTICAL TILE DO NOT SCREW GYPSUM CEILING BOARD 70 TRACK %- GYPSUM BOARD %_ GYPSUM BOARD, EXTEND 3" ROOF HATCH - SEE 1)4' F RRINGCHANNE S A7 1. 8/10m Q ABOVE SAT ONE SIDE; FULL T RAIL DETAIL 2/A5.2 24" O.C. (;enmil F1. Ion HEIGHT ONE Sik,E I � — CONCRETE 7 ROOF PANEL ✓ 'x" GYP-CRETE ON -X' PLYWOOD September i995 FWvMm SUSPENDED ACOUSTICAL TILE CEILING e s General (2) 2 X 6 STUD CHART: F.B. X 2 RAIL ANGELES XHD n - 3N; 20 GA. TO 19'-6" z 11 __ - 4 20 GA. TO 21'-0" A5.4 FLOOR JOISTS - SEE STRUCTURAL - 6" 20 GA. TO 29'-0" LtQ / 480 C MAX. AT - SEE A/E FOR ALTERNATE L5 ...� / (OR) ANGELES SS w z w - --- - 3%" 25 GA. 70 15'-6" iY 7 w ....f3J'O RUNG AT 1'-O" 00 X -^_� ,. � 8 0/C TYPICAL R 3H 2 X 2 _— V - WITH 34"e LAG BOLT SUSPENDED ACOUSTICAL TILE MRfMEN Oz DRDDP, P.G. IRM0. ALL RUBBER BASE WHERE 2 -Q IL e CEILING THF�.9E5 DR MNM ARE THE PROPERTY OF APPLICABLE N O F.B. k 2 RAIL 1111DRFN DESIDN OR", P.G. M D M[ 2 '< BLOCKING NOT TO °E UWD OR REPRODUCED 1N MY MA.WA. ENCEP1 WITH THE MIN MITTEN PEPMISSIW R MIDRpI OCIXPI OROMP• P.0 ((1) )6"03EXPANS EXPANSION — R-11 BATT INSULATION ANCHOR Data June 30, 1995 y -- - - GYPSUM BOARD �- 4" RUBBER BASE Drown� Che&W BOTTOM TRACK 70 SLAB BK WEM OTTOM TRACK TO SLAB WITH POWDER DRIVEN � W17H POWDER DRIVEN Job Number. 95003 ANCHORS A7 4'-0" O/C ANCHORS AT 4'-0. O/C Of.. s Full Hei ht Wall io Ladder to Interior Wall - Elevation ii Ladder to Interior Wall - Plan _ 12 Full Hleight Wall 5' E2A DUP950285 D" 14924 5.4 112"=I' 5Ci5.4 D1Construction Set A5.4 5 18 of 27 L If this notice appears clearer aum the document, the document is of mmLinal qualap. 24XD 1311111�IIlili �.�f�l� I {ll��l I�lililil�l�lillilililllilil1,�111flflir(1 lililil�lilil lililil�lilil lilili��lilil G!l��i`i�ll�k � _ ��rj�i� nllnl nulin nuhm nrhi a mi r+tl ninl nniwl uuhmundnnhulLllduuhnlhnlhm Indunll nhlll unlunhudnllhudmllnnlnllllndnu uniuil unhnl In t�tMl I I -1 112- -FACE OF WALL BEYOND 1 ' J" BAR STOCK 1 1 2" A5.5 1• 0" MILDREN DESIGN GROUP, P.C. / - ARC1tTI'BC'1VR8 ,PA." PLANNING 11830 SW Kerr Parkway, Sulte = ,�. I)CO O.D. STEEL PIPE RAIL, /-- — 1}4"0 O,D. STEEL PIPE RAIL, - o Q " Lake OswejA Oregon 97035 PAINTED PAINTED 1)j"0 STANDARD STEEL i I -2x8 AT 16 O.C. (503J244•-= PIPE HANDRAIL N o 2 . -+1ANDRAIL BEYOND 2 N A5.5 / i� 11" 1" - ^- --24 AT 24" O.C. -- BAR STOCK '�---- - � -2.x14 STRINGER AT STUD WALL 3"0 x J4" MOUNTING WITH -- ----- W1TH.(2) #12 SCREWS x 3}6" AT (4) }(" FLATHEAD SCREWS EACH STUD WITH COUNTERSUNK HOLES a c o -2x14 DF #2 STRINGER WITH FLUSH END CAP WELD I (1) 2x6 EACH SIDE AT CENTER r, �- AND GRIND SMOOTH ^' STRINGER AND 2x14 WITH (1) 2x6 ONE SIDE AT OUTSIDE STRINGER ` 305 r+ 1 �$" W L E R. 2x8 AT s 24X C D Handrail Return _ K'-2-� Handrail Attachment `° ,» ��'•..,,` •, ' _______, , `��• :;; _ AND GLUE TOO STRINGER, CREW of t 5• Half Size 5,5 Half Size II PROVIDE EASED EDGE D8 D9 00 ''Nk------- o -- 3"0 STANDARD PIPE iO -2x4 AT 12" O.C., AL1Gt`f' _- cv - — Owner Q STUDS WITH STRINGERS PLYWOOD RISER NNIC0 - (2) x 3" FLAT BAR - 0 AT 48"0/C - SEE 9/A 5.5 N -?_x4 Pr PLATE WITH (2) "0 i EXPANSION ANCHORS WITH M;N. N 4" EMBEDMENT TYPICAL .,;._.. ._.. — x 3" FLAT BAR ' — Jh 1 ANDRAIL WHERE APPLICABLE SEE ENLARGED PLAN -- Jsi" x 2" FLAT BAR r3Stair Section Stair 205 AT 4" O/C -- SEF. 9/A5.5 5r5 172-'=1 -0 5E1 NOTE: POWDER COAT PAINT' ALL EXPOSED STEEL Pmt' l— 36" x 3" FLAT BAR (11) AT 11" OWNCO WELD VERTICAL RAIL FLAT Headquarters 5/4 WOOD TRIM BAR TO BAR FROM BEAM 15'-4 1/4" 4" RUBBER BASE — 10'-0" -- I N-2" 4'-3 1/4 4'-3 1 4" ap GYP-CREIE_ - -- - I I FLOOR STRUCTURE 1 2" — " PLYWOOD '� SEE STRUCTURAL I --- _— — . .._....._........._ ._ •._. ..._. _ ... ........_.w..-..-....................._...... _..__.._._.....__................__...... ._........_......... ............ T ard, O on (2) x 3" FLAT BAR AT 48" -_- - --- A5.5 1'-11' �1,-0„ 00 1 2" 0/C WELD TO BEAM AND RAIL VERTICALS - SEE 9/A5.5 L i I, ,•, i � � I ( I I ! i Sheet Title STEEL FURRINGIlia -- WIDE FLANGE - SEE STRUC. � I � ! � � i �1 � I I !� � i 9'-2" 1'-6" Details •• _.�- GYPSUM BOARD •.•k �.. . ,rte_. ...... :�, ( A 11 Rail Section �........_...._...... . "•'i �• � '' �~r SEE 5/A5.5 F .. f ,r� , •• y `r\ 1 1/2 1' O" �:.::�:�.:.: SIMILAR RAIL 5,5 .. ..�. ._ .._..�, 4; ---..• : . : 1 3 . F,� 4'-0 IL 5 2'-1 11 k a A5.5 4" ri*� Enlarqed Floor Plan - Stair 1 - Second Floor ` � ............ rhy . 9J-0 PIPE RAI .-Om - j 5.5 1,/4"`1 3"0 STANDARD PIPE t:: .._. ;�~. � -...... _..._...........__..._............. �..... 882 � P I 4 1 4"4 1 4" ......_.. if ....... ......- I....... I —.-7__ " x 3" FLAT BAR LL F ! ( Revtsiom I � I 10 °� •• I kk I I 1 / 1. 8/10/95 1.1 "' A5.5 °• �- + I {L II ri N � General Revision F is �I Ik ( !• :– .• . . 1 ,, � 2 12 ember 1995 J4" x 2" F;AT BAR - TYPICAL ......................................... _.._..... Ott I ----- x 3 FLAT BAR AT 48" 0/C �—TS 5 x 3 x 135 WOOD TRIM - NOTE: POWDER COAT PAINT j / TS 6 x 6 x ALL EXPOSED STEEL % N j- �.%-� TS �• �' - ---- / / STRINGER TYPICAL 0.. EXTEND MILDREN DESIGN GR , P.C., 1995, ALL 4" RUBBER °' _ = j/ EXTEND INNER STRINGERS TO / f RIGHTS RESERVED RASE x 3" FLAT BAR "D - - TS 14 x 4 x AT LANDING —_— -- --- 1 EDGE THESE DRAWINGS ARE THE PROPERTY OF MILDREN DES GROUP, P.C., AND ARE e I - ___._____ _ I j' - —�(� GYPSUM BOARD EXTEND AND WELD TO FLAT lo N / � r � NOT TO BE USED OR REPRODUCED IN ANY MANNER. EXCEPT WITH THE PRICK WRITTEN BAR FROM BEAM BELOW AT 1 " �` PERMISSION OF MILDREN DESIGN CROUP, P.C. 1 FURRING CHANNELS �• '� ---_ -__:- VL-RTICAL RAIL SUPPORT � � �1,K �-'/ NOTE: PAINT I AT 24" O/C �°+ x 3 FLAT BAR AT 48" 0 G / �� Date Jum 30, 1995 i, / ALL HANDRAILS, BALLUSTRADE -- II 11 WELD TO BEAM BELOW A. - 17 Drawn Checked AND GUARDRAILS b'Y� b'Y� M -FLOOR LINE BK WEM II II I Job Number 95003 - - BEAM - SEE STRUCTURAL a Of: �o Stair Section ii Enlar ed Floor Plan - Stair 1 - Second Floor 9 Rail 5.5 5,5 8z 5.5 / Milton Court, 14424 SB3 f Construction Set X5.5 5 (�rj BUP 95-0285 2 19 of 27 n If this 11olice appears clearer 111.111 the documellt, the doc1.1111e111 is of nlart;ilml ` ! I11111� 11�11 111111111111 41111111�►1111 �1►114 1 17 ►l��tl�l� _ 111111I�1 1111 �{ Ir� � 111 + �►�1�� .� 111111 1111111 111111 111!1 I It�lll,lulnl�ll!11 Inilt.�llil�{rr I-• 1'tit lilt �1fr.111'f1 Pnllllll Itnl►nl IIIIIIIIIItIltllliiltllllnllllulll .�.. - I III Inlllnllllllllnllnlllnlilnn!►lulnnlllllllnllllll111;�11n1 nrill!II 11nIIInImIIIr►� Itli�ml Ii�i1m1 Fh _ �i{I 'Maw ---- --.. . n9 7 8 9 10 11 12 e ( i i ' 1 MSL DRFN DES1G ROUP, P.C. ARCHITIBMUE • SPACE A.ANNYNG r i i i 11&30 SW KerParkway,Suite tt 32S - 1 � i Lake Oswego,Oregon 97035 00 241-0552 i i .r - _ - I 48 , I -- 2 Oil _ - INK 3\ --- -- — — -- — — ___ ti MIAMI \ _ I 305 I ' � L E,rN R. I � 4 \ 2 I rA►r� ... .... ..... ... ..... ...... ..__...._......_...-....._.... 1. ............_.._ ....._..._._ ._.........._._...... A2 0 4__..........-_--_.�........_.._._..i -- �-- - - _ OF AOVVTW.- _ I _ OWNCO -I •E 1 0 1 117 V � - q; i -- —_4 Pro jW : (OWNC® Marketing Date 1 October 1995 i -- — OWNCO A 4.2 Drawn by: Checked �y: -Sheet :�3-A 6. 3 ua tors MILDREN DEIGN GROUP, P.C. 3evtsions: �_ of: i — -�_ --' __ - - _-- ------ ,1RCITMC'Mkr • SPACE PLANNING 3. 2 October 1995 \ ead`y./ 11830 SW Kerr Parkway,Suite 325 Revision for Permit Job Number: 95003 I _ Lake Jswego,Oregon 97035 MILDREN DC'!:N GROUP, P.1 . 1994, A__ 2 (503)24410552 RIGHTS RE',tRVED ® I u I - Tigard, Oregon iSheet Titles Dart ial i I IN, First Floor Ref laded I H Ceiling Plan i 2 i A4.2 I I 1 I Revwom Reftion i ,2. 12 SeptemberSeptember199:5 . I General Revlstun I i i i Partial First Floor Reflected Plan Electrical SymbolsFirst1/8 � _-o — - 2Partial Floor Reflected Plan U6. 1/8 0 2 x 4 FI_UORESCENT LAY IN FIXTURE WITH PRISMATIC MILDREN DESIGN G11RIGHIS RESERVED UP, Keynotes SPECIFICATIONS) P.G.. 199& Au. __ LENS, 4 TUBE (3 TUBE ALLOWED IF MEETS LIGHT LEVEL THESE DRAWINGS ARE +�+E PROF£RTr of �^ MILDREN DESIGN GROUP, P.L., AM ARE 1. RECESSED I LUORESCEVT CAN LIGHT 2. SAT- 1 -+ INDUSTRIAL FLUORESCENT LIGHT FIXTURE N IS OE USFD LD REPRowc D MANY MANNER, EXCEPT WITH THE �:uta: WRITTEN PERMISSION OF MILDREN 'it$1l� '.ltoUP, P.G. 3. PAINTED GYPSUM BOARD CEILING ' Date June 30, 1995 4. EXPOSED CEILING ° 5. SOFFIT AT 8'--10" A.F.F. DrA Q>t ked by: r r ' 6. METAL HALIDE LIGHTING, SEE SPECIFICATIONS TJK WEM !URVA E MOUPITED PROVIDE GYPSUM BOARD DRAFTSTOP IN Job N•,rnber: W ACCORDANCE WITH UBC SEC. 2516(f) Mee) t �. Milton court, 14424 r BUP 95-0285 i 20°'27 Construction Set A6. 1 2 If this rtolice :11/11ears clearer 111.111 the document, the document is of 111,11-gilial g1I:11.,y. t � 1 '��Ijl�.1 i 1,�1{I�I�I�I�I�I I�I�I�III�I�I I (�I�i�lll�I�l l ljl�l;�llli�l � iIII ill lc1l1l ill11, 1111111 {►1►l111,1! 1 pp ��q ! 1i1l��l�� 24 X - ;�� l till 01 to fit ii��(�iti itiilt�i�l��i�l�iiilitiil��nlii�tl�iiil�uili��ilui►li►iili�iiliiiil�iiilniilniilii�iliiul�n�l�n�liiiili iii tinlini �i�ilu�i��iil� m► Iti�ntl�N t o{incl 1 tea; Q10 11 12 MILDREN DESIGN GRoup,, P.C. ARf747E01UYS . 9PACE A.ANNUC , 11 930 SW Kerr Parkway, Suite 925 A1.2 i ' Lake Oswego, Ore pm 97035 0"2M-0552 ? T 3 O _ 4 Q 8 i - - ' 4 6 i — —'--- B j' Q- 2 2 — _ - `cel A% :. 1 3 I 'I \ 01W ltfery „ai 2 bjR)�2 _ 4rO.R �• i o A5.4 1 - — _ - 2 _ 1 = 2 - - OF 4 — -- — A5A � - - - -- --- -- . ._ - -- - - - - - — - --- Owner. OWNCO 0.. 1 J4 A4.2 r. O 2 2 _�. — _- 1 - — -- - — PropCL — 07\ NCO 1 • A4.2 Headquarters - T - — Tigard, Oregon — 5•beet Title 7;711 _ Partial ]First ]Floor - -- 2 Pref lected . -- - - -- -- --- — —_ - - - - -- --� -- —...— -� Ceiling ]Plan 2 A4.2 1 A4.3 R. B�/10195. GeraraR d "i 2 on1995 Gen a 1 Partial First Fluor Reflected Plan Electrical Symbols As. vB = , D _ 2 Partial First Floor Reflected Plan r• 2 x 4 FLUORESCENT LAY 1N FIXTURE WITH PRISMATIC ua09Ex oEsiaGW. HIp115 RESER�Ep Keynotes LENS, 4 TUBE (3 TUBE ALLOWED IF MEETS LIGHT LEVEL e c 9RAwmcs ME nrt 9Rrow ai SPECIFICATIONS) ul+D9EN OESI9R GROUP, P.C. AYD MF. r` NGt TO BE G4D OR RpR1000CFp M NIY 1. RECESSED FLUORESCENT CAN LIGHT 2. SAT-1 �—� INDUSTRIAL FLUORESCENT LIGHT FIXTURE R. ExCFpT MTM rwe Axll1 wirTn PFRIaaEw P.c r 3. PAINTED GYPSUM BOARD CEILING Date Jturc 30, F995 4. EXPOSED CEILING� . Drawn 1n" Qeec`YedaY'S. SOFFIT AT 8'-10' A.F.F. S 6, METAL HALIDE LIGHTING, SE_ SPECIFICATIONS TJK VVEM SURFACE MO NTED �_ y g Q C B. PROVIDE GYPSUM BOARD DRAFT STOP IN Job Numbs: 95003 ACCORDANCE WITH UBC SEC. 2516(/) Shed of: Moron coon, ,aa2a SUP 95-0295 Construction Set A6. 1 z • 20 x127 i If Ibis +otiee 9ppears clearer th:m the Jncu men 1, the Jurument is Of m:u kinnl 1111i�ilili�l I�i1111111j11 1 . ;� lg 141111ili111i lii;ili�llll! �lll�li�ilrll il1111111Jill i 111R111il1n ili11111 111 11�111�� UI�t �Jt11 �1 a1111►�1111 24X IFCM wet -- - - C ® ihn IA1GH11AdIN tl n' 'll�l mr♦nn�nulni1llmhlmm�hul�mdini�ndun nulnmmdml u�ihml Imdmllimiunfullhm6nl nnhm Ilnlnu nnlri>r lh1t111 rfiu rrrt ii111h1 I X11 7 8 C9 10 11 12 MIl wN DESIGN GROUP, P.C.I Rt RB • SPACE ]E'I.ANNM A NT!'�C'TU I 111330 SW Kerr Parkway, Sulk�f Lake Oswego,Oregon 97095 TYPICAL (503)244-0552 1 6 6 - __ - r------� ----- r--- -1 I y ) @;1 o � k I TYPICAL OF 4 I t ------1 ---1 — I —41 i 0 z -1 Al//1 \N1., — - 305 124X C D a - — _ — I ,, W 1. E R. 4 4 i 1 - - - 3 r-- - OF -- - -- -- a3 , _ - I ,>'• �' ! Owner: 1 1OWNCO " L - 0 z\1- 0 _ - I -- - I OWNCO Marketing Date: 1 October 1995 Drawr. by: Checked by: I - ' '— BK MILDREN DESIGN GROUP P.C. Revwolls: Shee: -,3- A.6.2-2 of: 2 -- — , RCI fML7URE • SPACE PLANNING 3. 1 October 1995 12 _ (� 11830 SW Kerr Farkway,Sulte 325 Revision for Permit ,fob i�1ut�!1fDer: 95003_ A5.4 — I Lake Oswego Oregon 97035 MILDREN DESIGN GROUv, °r_, 99a, ni_ (503)244 CS52 RIGHTS Ri SERVED �� 2 OWN C.4C - - -_ Headquarters _ I 7 -- ' _ r TYPICAL OF _..-_.. _. __........_........_............ ... ._......-_.................._.._._.....�.._.._............. ___..__..._..___....._....._...._........._.... -- 1 I 6 - — --- - _ -- - • ® 5 — I Tigard, Oregon I - - - - - -p �• - --- OE -- Sheet Title: \o i 4 w _ - Second 10 1 x If Floor Z� 0<- Reflected 3 _ = Ceiling ]flan 3 I '- - NO. I� A, 2 I 1. 8/10/95 General Revision Z 12 September 1;995 General Revision I I U U I Notes _ - r', Second Floor Reflected Plan —! I �� /46,,1 1. SHAFT LOCATION TO BE ®E HVAC SUBCONTRACTOR - SHAFTS. MILDREN DESIGN GROUP, P.C., 1"5, ALL RIGHTS RESERVED (D ... Keynotes �`. Electrical Symbols THESE DRAWINGS ARE THE FMOPERTY OF MILDREN DESIGN GROUP, P.C., AND ARE NOT 10 BE USED OR REPRODUCED IN ANY 1. RECESSED FLUORESCENT CAN LIGHT MANNER, E).CEPT WITH THE PRIOR WRITTEN ' 2. SAT-1 � 2 x 4 FLUORESCENT LAY IN FIXTURE WITH PRISMATIC PERMISSION OF MIIDREN DESIGN GROUP. P.C. 3. PAINTED GYPSUM F30ARD CEILING I.C� I-ENS, 4 TUBE (3 TUBE ALLOWED IF MEETS LIGHT LEVEL (QWNC® �y�a.rk vng Date: 1 Octcoe;- 1995 ru 4. EXPOSED CEILING SPECIFICATIONS) Drawn by: C!:cc:,cd by: Dater June 30W 19M A 5. 100 WATT METAL HALIDE _ B_K Drawn by: Checked by; 6. WAI I- MOUNTED STRIP FLOURESCENT I-- INDUSTRIAL FLUORESCENT LIGHT FIXTURE MILI''REN DESIGN GROUP, P.C. 3evlstorm — Sheet "13- X1.6.2-1 - of: 2 , M T ARCI n -C-TURE • SPACP. PLANNING 3. 1 October 1995 1EM 7. RECESSED HID ?U WAIT METAL HALIDE 11830 5W Kerr Parkway,ti�tlte 32.5 Revision for Permit �10b NUi'7]�JeC: 91`003 � B. CHAIN HUNG FI X TU ,..�,,,�---�-"` Lake Oswego,Oregon 97035 MILDREN DESIGN GROUP, G., •,99a, .r.. ' ' 9. Pk )VI E GYPSUM BOARD DRAFT STOP 1N ACCORDANCE WITH lr'� (503)244-0F�2 RIGHTS RESERVED ® Job Number: 9500.'! tl `I Z UBC Sr C. 2516(f) 1 0f: 10. MECHANICAL SHAFT, VERIFY SIZE AND LOCATION WIFH MECHANICAL � 1 Muton cr,�lrt, 14424 CONTRACTOR U Construction Set A6.2 BUP 95-0285 ► 21 of 27 II' This 11ofice appears cle;u-el. II►;t11. IIIc document, the document is of m:ti-gi11;11 ll�l ,lliN � �l�l �{ �1�1�f�t (1l1l1lll1I�I I I�I�I�III�III' IllJill`I ;i1l I I1I1I1IjlI1IMADEI I�I �I�III`I�t I�IlI(I+I�I�11 t 401 1111111111 -- - ��Illill�►i�llltin►Inlll�li ?'1 �1 flltll�lt �II�IIII�I�II�IIf��IIt�III�nI1�IlIII��III�iI�i�l il��l��_ I�Ill�l��lll�llllillulii!�tIIIIII�r�lli�ll�lll IIrI�I�u I�nl��til1 h IIIinII C0WORI TO THE UNIFORM BUILDING CODE, 1991 CONCRETE WORK SHALL C >4FOW TO ACI 301. CONCRETE STRENGTHS SHALL M_YWOOD PANEL6 SHALL CONFOIRM TO THE REQUIREMENTS OF 'U.S. PRODUCT EDITION, AS AMENDED ISY THE STATE OF C)REGON BE VERIFIED BY" bTANDA'4D 26-DAY CYL!NDER TZ*li PER ASTM C3°5, AND SHALL STANDARD P6 I FOR GON6TRUCTION AND INDUSTWAL- PLYWOOD' OR AP.4 FRIO- BE AS FOLLOWS, 106 PERFOWANC.E STANDARDS. UNLE58 NOTED, PANELS SHALL BE APA RATED �r.n, rolT RIA. DESIGN WAS BASED ON TWE .'TR SNGTW AND DEFLECTION t ATNINIG, EXPOSURE I, OF THE TNIC:KNE88 AN^ `:"'AN RATING SHOWN ON THE FOUNDATION PLAN KEYNOTES CRITERIA OF THE 1991 UNIIFFOW1 BUILDING CODE. IN ADDITION TO THE DEAD FOUNDATIONS, WALL6% f'c • 3,f?" "1 AT 28 DAYS LNLE66 OTHkAWI&E NOTED, DRAWINGS. PLY1X>OD INSTALLATION SHAJ__L IBE. IN CONFOFMANCE WITH APA � MIDREN DESIGN QbaA P.C. LoAt-pb, THE F OOLLODUING LOADS WERE USED ICOR DEbh3N, WITH LIVE LOADS MAXIMUM SLUMP V PLUS OR MINUS If. PMC.GVIMFNDATION6. ALLOW 1/8' &PACING AT PANELS END$ ,SND EDGES, VAJOED PER UDC: UNLEtZ OTHERWIbE RECOMMENDED BY THE PANEL MANUFAC'URER I. 5►j' CONCRETE 6LA5'WITL-4 •4 0 V-B' O/C EACH WAY AT CENTER OF SLAB. �WCNtlsc'nJ>t� r �� >rt G RR 6L.A88: f'c • 4,000 P51 AT 28 DAYBt MAXIMUM SLUMP 3' PLUS OR 1- ' n15 V. b' MINIMLI I CRUSHED ROCK BASE IN ACCORDANCE WITH BOILS REPORT. I IIWID SW Kerr Parkway,Stilly� R�O�t7I=: 23 li ALL ROOF 6WEAT'HiNG AND "-FLOORING SHALL 115E INS'+ALL.=D WITH FACE 2. SLAB REINFORG TO BE CONTINUOUS THROUGH FILLER STRIP AT DOCK Lake( ;� a��970M FLOC►R: 125 P6F (LIGF4T 6TORAGE) SLEEVES, OPEN—36, CONDUIT, AND OTHER EMBEDDED I1Ei'16 NO'f 8�101LN ON GRAIN PERPENDICULAR t0 SUPPORTS, EXGcPT A,8 INDIGATEC ON THE NIGH PANELS. L90 244- 50 rw . 20 P6F (OFFICE) THE STRUCTURAL DRAWINGS SHALL BE APPROVED BY THE STRUCTURAL DRAW111i &HEAR WALL SHIEATHING SHALL LSE: BLOCKED WITH 2X FR_4MING 3. CONCRETE FILLER STRIP AT PERIMETER, TYPICAL.. EWSINEER BEFORE POURING_ CONDUITS EMBEDDED IN SLABS $HALL NOT PSE AT ALL.. PANEL EDGES. NAILING NOT SPECIFICALLY IDENTIFIED ON THE 4. 2'-0'x2`-0' BLOCK.OUT AT COLUMNS, TYPICAL. ALL.CUTABLE BOIL BEARING P1RESI U111i 2,500 PSF (PER 601LS IMPORT BY GEO LAR.'sER THAN ONE irtlRRD OF THE THICKNESS OF THE 5LA15 AND SHALL NOT BE DRAWINGS TO C".ONFORM WITH UBC TABLE 25-Q 5, S 1x'Ix46 CCLUMN, TYPICAL AT WAREHC'USE UNLESS NOTED OTHERWISE. ENGINEERS DATED FE MLIARY 22, 1995. 6PACED GLOFER THAN THREE DIAMETERS ON CENTER PROVIDE 3`44' CHAI"1FER6 � 'ONVFIJCTION JOINT. JOINT TO BE GONTINUOI.I.'3 THROUGH FILLER STRIP. ON ALL EXPGaE: CONCRETE EDGES UNLESS NOTED OTHERWISE. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMAINCE WITH r,EE CETAIL 2/63. 6Elli 11C: ZONE 111, IRW • 6 Ub. PRODUCT STANDARD Pb 56, 'STRUCTURAL. GLUED LAMINATED TIMER' AND 1. C.ONTR ZOL JOINT, SEE DETAIL 1/83. RE INEQRQ1W&STEEL; REINFORCING STEEL SHALL CONS `I TO ASTM Ab lb, AMERICAN INSTITUTE OF TIMER C.•ONSTRUC.TICJN, AITC 111. EACH MEMBER 0. UJIi CC.:UMN, TYPICAL AT OFFICE UNLESS NOTED OTHERWISE. WINi be MPH - EX''P06URRE 13 GRADE 60 AND FOR DEFORMED BARS, UNLE68 OTHERW16E NOTED. 6HALL BEAR AN AITC OR APA-EWEi IDENTIFICATION MARK AND BE S. 4' CONCRETE SLAB WITH WW'1 bxb-W1.4xUA4 AT CENTER OF BLAB. b' T.M . RIPPEY REINIF(�RCING STEEL TO BE WELDED SHALT_ CC?NF i TO ASTM A10b. ACCOMPANIED BY A CERTIFICATE OF CONFORMANCE. ONE COAT OF END MIN11'1UM CRUSHED ROCK BABE M ACCORDANCE WITH SOILS REPORT. EXIS Iti, r�Lr•tOITIONb: THE CONTRACTOR 61.IA4„L FIELD VERIFY ALL EXISTING SEALER SHALL ESE APPLIED IMMEDIATELY AFTER TRIMMING IN EITHER SHOP OR 10. ELEVATOR PIT, BEE DETAIL 13/83. CONSULTING ENGINEERS CONDITIONS, DI*1ENSIONS AND ELEVATIOIJ6. THF C:ONTF�ACTOIR SHALL N01"IFY REINFORCING STEEL &HAL.L BE DETAILED IN ACCORDANCE WITH ACI 315- FIELD. GLULAM HANGERS NOT SHOWN SHALL BE SIMPSON EG. BEAMS SHALL 11. THICKENED BLAB EDGE, SEE ARCHITECTURAL WALL SECTIONS. THE A RCNITECT/ENGINIEIE0! ^F ANY DI3GR£P<'"GIE8 FROM CONDITIONS SHOWN LATEST EDITION Cr>ETAILS AND DETAILING CONCRETE REINFORCEMENT'). BE VISUALLY GRADED WESTERN SPECIES, EXCEPT 2 1./2' MEMBERS TO BE E- 12. NON-BEARING METAL. STUD WALL, SEE ARCHITECTURAL. OW 8,W.Brbu'Bled SUb(IDS ON THE PR4WING6 PRICAR TO THE START OF THE WOW, RATED CANADIAN SPRUCE, INDUSTRIAL. GRADE, AND OF THE STRENGTH 13. TS 5xbx% HEADER AT 9'-0' AFF., COORDINATE LOCATIC1,4 WITH WINDOW � orsom Om REINFORCING STEEL SHALL HAVE PROTECTION AS FOLLOWS. INDICATED BELOW: GLAZING SUPPLIER R. Falx(210W-O TEMPORARY GONDITIa.16: THE CZN11R-+C`OR SHALL BE RESPONSIBLE FOR 14. 4x12 DF-01 OR Csl. 31,11 HEADER bTftk:TURAL STABILITY DUR(NG C:OM5','l i :TI()N. THE STRUCTURE 614OWN ON ` YEt3 COMBINATION IS. THICKENED SLAB FOOTING, SEE DETAIL 13/65. THE DRAWINGS HAS MEEN DESIGNEC --)R 8TA5ILITY UNDER THE FINAL {b. SIMPSON 'HDbA' HOLDOWN WITH SIMPSON 'SST534' ANCHOR BOLT. CONFIGURATION ONLY. FOOTINrs BARS 3' Il. 81MP80N 'NO2A' NOLDOWN WITH 61MP80N '88TB20' ANCHOR BOLT. E'XP03ED TO WEATHER ALL 24F - V4 OF/DF (81MPLE SPAN) 1` =LTSAL& B: F DR.aWING8 SHALL ESE SUBMITTED TO THE ALL 24F - VB DF/DF (DONT. OR CA.NTILF_VER) ARItC4-IIT-ECT/ENGINEER PKIOR TO FABRICATION A--) CCIN5T'R LICTION REGARDING CONCRETE ACCE65ORIES: NELSON HEADED WELD STUIDS SHALL BE 2ti2' PURL MB 24F - E20 CSP (SIMPLE SPAN PURLINS) ALL 6TRJCTURAL ITEMS, INCLUDING THE FOLLC'd AUTOMATICALLY WELDED WITH THE MANUFACTURERS STANDARD EQUIPMENT M STRICT ACCORDANCE WITH THEIR RECOMMENDATIONS. PREMANUFACTURED WOOD JOISTS: PR2E1'tANIFACTURED WOOD JOISTS SHALL CONCRETE MIX DE81GN8, CONCRETE ST-EEL F'.EINN_wr_iNG, Et15EDDED STEEL BE OF THE SIZE AND TYPE 6HOWN ON THt` DRAWINGS, MANUFACTURED BY THE ITEM!, BTIRUGTURAL STEEL, GLUEC-LAMINATED 15EAM6, AND PRE'FABR!CATED CONCRETE EXPANSION ANCHOR& SHALL BE 111i STUD' UNLESS NOTED TRUE J015T MAC MILLAv CO. PROVIDE BRIDGING IN CONFORMANCE WITH THE WOOD JOISTS AND TRU68E8. OTHERWISE. MAMPACTURER'S RECOMMENDATIONS. THE JOIST MANUFACIUR4_R SHALL. 1Nj� VISIT JOB SITE A8 REQUIRED AND VERIFY THE PROPER INSTALLATION CAF J016T6 IF 4*` STOP DRAWINGS DIFFER FROM, OR ADD TO THE DE816N OF THE -METAL¢: IN WRITING TO THE ARCHITECT, FOOTING C./GI-�EI�U�. 61'%dX:TURAL DRAWINGS, THEY SHALL BE CLEARLY IDENTIFIED. ANY CHANGES ALL STRUCTURAL AND MISCELLANEOUS STEEL: AbTM A3 � i TO TE-E STRUCTURAL DRAWINGS SHALL BE 8UJBM!TTEO TO THE ( •3b,000 PSI) UNLESS NOTED OTHERWISE. MECHAN GAL- 7HE CONTRACTOR SHALL COOW-)INATE 6EISMIC RESTRAINTS OF LFN_sTH WIDTH DEPTH LONGITUDINAL TRANSVERSE ARGI~ITECT/ENGINEEIR AND ARE SUBJECT TO REVIEW AND ACCEPTANCE OF THE TS. COLUMN: A5TM A500, GRADE 'B' (Nv,46000 PSI). ELECTRICAL EQUIPMENT, MECHANICAL, PLUMBING, FIRE SPRINKLER 'L' 'W' 'D' REINFOIRCING REINFORCING REt"IAR}CS 7'ty zo. 1�� ` ENGINEER. ALL BOLTS: A57M A301 UNLESS NOTED OTHERWISE. MACHINERY, AND ASSOCIATED PIPING WITH THE STRUCTURE. ANY -• � WELDING: PER AW5 STANDARDS. E 10XX ELECTRODE AND BY CERTIFIED CONNECTIONS TO STRUCTURE NOT CONFORMING TO SHEET METAL AND AIR (�) 6'-3' b'-3' 1'-4' (1I "5x5'-9' (1) 5x5'-9' Thr DESICIN DRAWINGS, SHOP DRAWINGS, AND CALCULATIONS Ff?R THE DESIGN WELDERS. CONDITIONING CCMTRACTORB NATIONAL AS&> IATION (SMACN,d.), OR _ A 4D FABRICATION OF ITEMS THAT ARF DE-SIfcNED BY OTHERS, INCLUDING: ALL STEEL TO HAVE SHOP COAT. •SPECIFICALLY DETAILED ON THE MECHANICAL h 3INEER'S DR4WINGS, SHALL B 5._0. 51_0a 1'-2' (5) 3x4'-6' (5) 5x4'-6' EXP: 6/30/91; PREF,IBRICATED WOOD JOISTS, WINDOW WALI., AND ALL OTHFR CJLAZING ALL EXPOSED STEEL BELOW FINISH GRADE TO BE COATED WITH BE DESICrNED 5r AN ENGINEER REGISTEIQED IN THE STAT1= OF OREGON, AND SYSTEMS SHALL BEAR THE &EAL AND SIGNATURE OF A STRUCTURAL ENGINEER ASPHALTIC PAINT PRIOR TO BACKFILL14:s. 6HALL ME N 'TED TO THE ARCF!ITECT/ENGINEER PRIOR TO FABRICATION ------- --- IR>EGIE-TERE'� M THE STATE OF OREGON, AND SHALL BE BUBMITT>=D TO THE C 8'-3' b'-4' I'-0' (1) '*Sx1'-9' (II) 5x4'-10' (��,�; ARC:HITEC,T/ENGINEER PRIOR TC F ' 15RICATIOIsL DESIGN SHALL 3E BASED ON DESIGN, FABRICATION, AND ERECTION SHALL BE IN ACGC�DANCE WITH THE jr1bPECTIONI: :IAL INBPECTIONB: IN AGCORI3ANCE WITH -SEc:.TION 32>6 OF THE FFGXJ RE-1"1ENT5 OF THE l9gl USG. 'A16C SPECIFICATION FOR THE STRUCTURAL STEEL FOR BUILDINGS'. WELDING SHFABRICATION CONFORI" TOAND NOF T14E Uli RM THE AWB SPECIFICATIONS.s SPECIALDE AND APPLICA15LE SECTIONS OF THE IN'sPECT ONS ARE TO BE i,` RFOWED BYOJECT �, 1'_0' 4'-3' I'-0' (S) 05xb'-6' (1) 5x3'-9' OWNCO .�L-IN-PLACE CONCET,�. MIX DESIGN: PREPARE DESIGN MIXES FOR EACH CODES FOR ARG AND GAS WELDING IN BUILDING CONSTRUCTION AND SHALL INDEPENDENT TESTING LABORATORY EMS'' I)YED BY THE OWNER FOR THE �/ TYPE OF CONCIIi PROPORTION MIXES 15`1" EITHER LA50RATORY TRIAL BE 416' MINIMUM UNLESS OTHERWISE NOTED. WELDING SHALL BE BY AW6 FOLLOWING AREAS OF WORK BATCa4 OR FIELD EXPERIENCE METHODS, USING MATERIALS TO BE EMPLOYED CERTIFIED WELDERS. PRE-QUALIFIED WELDING PROCEDURES ARE TO BE USED, ON T;-,E WORK FOR EACH GLA58 OF CONCRETE REQUIRED. FURN151-I CERTIFIED UNLESS AWS QUALIFICATION 15 5L;5111T1`ED TO THE ARCHITECT/ENGINEER r4. 6011.5 COMPACTION. ALL SOIL BEARING SURFACES SHALL BE REPORTS OF EACH PRC':�OSED MIX FOR EAC�4 TYPE OF UCRK OF THIS SECTION. PRIOR TO FABRIC.`A,rioN. INSPECTED BY THE SOILS ENGINEER PRIOR TO CONCRETE PLACEMENT. THE CONTRACTOR SHALL SUBMIT CONCRMTE '-IIX DESIGNS, ALONG WITH TEST DATA AS REQUIRED A MINIMUM O' Ti WEEK5 PRIOR TO PLACING CONCRETE. �A$P�NLT�Y: d. CONCRETE, INCLUDING CYLINDER TESTS, SLUMP TESTING, <• ) SAWN LUMBER DESIGN 16 BASED ON THE NATIONAL DESIGN 3PECIFICAT!_:N, REINFORCING. A0MIxTURE5: AIR ENTRAINING AGENT IN ACCORDANCE WITH ASTM 0260 AND LATEST EDITION- SAWN LL1N15F-R SHALL CONFORM TO WEST COAST LUMBER WATER-REDUCING_. ADMI`:TURE CONFORR'11NG TO AOTM 494, USED IN STRICT INSPECTION BUREAU OR WESTERN WOOD PRODUCTS ASSOCIATION GRADING C. EXPANSION ANCHOR PLACEMENT WHERE NOTED ON OR AWlINIG8. ACCORDANGc WITH THE MANIFACTURER6' REC0�1ENDATIONS, MAY BE RULES. ALL LUMBER NOT SPECIFICALLY NOTED TO BE DF. 02 OR BETTER ALL INCOFFaORATED IN CONCRETE DESIGN MIXES. AN AIR-ENTRAINING AGENT WOOD N PERMANENT CONTACT WITH CONCRETE OR C M SHALL BE PRESSURE O. STEEL FABRICATION AND ERECTION CONFCM 1MG TO ASTM C260 SHALL 15E USED IN CONCRETE MIXES FOR TREATED UNLESS AN APPROVED BARRIER IS PROVIDED. FRAMING ACC-ESSOR1165 EXTkr5?IOR HORIZONTAL SURFACES EXPOSED TO WEATHER. THE AMOUNT OF AND 6TR.1CTURAL FASTENERS -SHALL BE MANLFACTURED BY SMP'.�ON 6TRONG- F. FIELD WELDING. ENTRRAkiNED AIR 6NALL BE 5% - 1% BY VOLUME. FLY ASW PROHIBITED. TIE COMPANY AND OF THE SIZE AND TYPE SHOIIN ON THE DRAWMG6. HANGERS NOT SHOWN SHALL BE 81MPS04 HU OF SIZE RECOMMENDED FOR Prate MEMBER ALL FRAMING NAILS SHALL BE COI"1MON NAILS. NO BOX NAILS ALLOWED. jY OWNCO • Headquarters 1 2 3 4 5 6 7 9 10 11 12 435'-0' 501-01 50'-0° 25'-0' 201-01 30'-0' 30'-0' 30' 31-16 I I I I I - I - - I 4'-9' I I ! I ! Tigard, Oregon C2] D � D L� D Q D L� D � D D � D NO D 11 D IZ D _ I3 �A 1 © —CA ) ��, o O _ -I O �-- O --� O r O --� O --� O O r_ NTYP. O 17--1 O r- —� — O --� O —� ` ,-- _ Sheet Tale —_ CA 63 - -- - - - - -- - - - - - - 3'-1' - General Notes �. 3 1® 6 lm r� 15 �� 66 © 11 ©I T!P. P - D D 53 TYP. I TYP. ' r, j 83 F,3 - -- - - -I- A - Foundatiun Plan 9 I - f r ;' r r O r !-� - ' I SkL �J� J--- ---L J I — 5 ............ ...._....... .� I r r 11 15 Oc a r � r r � r � � E C I I L__J L J L�.J L� J L J L / - a..__._. ......... 1._....._......__.._._._.__.... .............. .... ............ ........... It L J B B t B B © 14 ; 1 TYP. 9 O I O O O L4 I j I ry i 53 ©L �Hj TYPD ,1 IZI _.... . .. �.. i. _._- �;, ._ { _.._ _........_.... _.. ___........ Rwiskx>etT II 1 -- - - 53 TYP. 1- r TYP. A L' ,..� i L \ L L L J /,� CONSTRUCTION SET TYP. I ..._.. ........._..._.__ 4 4 -......._._.._...... V ' L! DATE: 1-24-95 . r w, .�, r r r I I P B3 ---=ter . 0f I— — I - --- L....J L « J _ L J L�.J i I O _.... ._. � I 53 I 3 ' 04 TYP. wJ {: 9 4 TY 63 3 �—- - TYP. I - - -- - - I TYP. 83 ; I _ L L �� I I ., C t 12 ® � 2 i � ,�� © s5 I I BiM. i 83 I 53 © I _ - -,O I I T P. ..._..._...... _..._............... _ _......_ ..._ « ....... ..._.._....... ...._...__........._.»..».._..........._.._ ..._._.._.._....._._.._......__..._........... _ _ ., ._...._..._._........._......_.._...4 CG ........ ........................- *T . 7, L J I L J L+ j "^ ........._ � 12 TYP. . ; i 13 — � UILDREN DESIGN GROUP, P.0 1995. ALL — I �� B RIGHTS RESERVED - - 15 O —05 THESE DRAWINGS ARE THE PROPERTY OF SIM. 53MILDREN DESIGN GROUP, P.C., AND ARE r , S5 l TYP. I A f t , r - f-- r 1 I r u� x T TO BE l r�1T1iSED OR PRIOR IIN µor __ - - - �- 12 -CH) PERMISSION OF Md.OkEN DES10N OROU►, P.C. L' I55 L__J L_ _J L___ II L_JB55 TYP. ----____- __-- ," 11 I ! b TYP. r �4 r 25 U 24 2D U 22 ® D - - I 5 Date: i I 95 81M. I j 83 i 11.'J c�' 1 9!M. Drawn —+--- --- --- _ - �_ - -- - -- - _ __ I- i 14 TYP. 81M. 10 -- -I - � - - --- -_ __ -- _— - _— - f 1 ...-,, ,,._.-..-,�_ r B 83 Sim. 53 --- - r ti— r, D L---T D L_-- _ D L--J D --J~ D t- L- i B 85 '6 31 3b 3! O 34 O 33 A2 31 -1 29 Zas 1.•_'J �_ 83 TMI`l' Job Number 9lY it 3� C- D U D D D 4 3 5 — r. I0 TYP. 83 Red! Of: 83 i FOUNDATION FLAN Muton Court, 14424S1 BUP 35-0285 DC-FDN 22�1 z� --_-_ - ------- SCALE= lti' • I'-0' 6 If this Ilotice appears clearer 111:1I1 the document, the docI111Ient is of marginal itllll►ISI Jill _1It1 L�lil �I �liFt.� :i i111jlli1iiiji24X ji r�il!�i�l�iji i ijtjlli� ljili Iil�iji�lllli ijijiii�ijili ijilili�! iii i�i�ili�ililif ►�1Ii . # � Eili�il►li 'fillC1111 IIIIItIII lillltill ifllli`li 11 i 1'ii�� i l l X11111111 Ilillllllilllllllllilllllilllilllllllll llllll III{IIIIIIIIIillluilllllnllll;Illnnlunlllllllili llllllllulllnn nlllli�! tltllnnitttlltt�t �nl 11�Iilltitill fill IN i 12 t„- 7 8 9 10 ROOF FRA?NIING PLAN KEYNOTES SECOND FLOOR FRAr?ING PLAN KEYNOTES MILDREAJ DESIGN GROL P, P.C. -- - "- _ _ -- ---- I 1 I AROUTI CI'URE • SPACE PLANNDJa E I I I I L GL 2�:x19Ij 24F-E?.O G3P PURLIN WtTN CAMBER R■1600' f b'-D' O/C. 1. moi' GYP-CRETE tGPss NGPI . .�31te:,QS USE SIMPSON 'HHb;'j6' OR 'HWU2b' HANGER AT EACH END- 2. 44' T4G PLYUXXV FLOOR 544EATHING WITH 10d NAILS • b' O/C 11$30 $W IC�elr Parkway.AT I 91M. -1 ( Z?'-O' y 2. START P11RL iN L_AY::UT AT THIS E-ND, SUPPORTED PANEL EDGES AND Iod NAILS a 12' O/C AT INTERMEDIATE L ke OrwW Qom] $7035) 3. ODD PURL.N BAY. SUPPORTS, TYPICAL UNLESS NOTED OTHERWISE. -- - 4 SPECIAL N,41LNG __-_ _ A OM 244-0552 4, 2x1b DF-.*2 SUB-PUIk-INS • 2'-0'O/C WITH SiI`1PSON 'F?t��l' N,:NGeER AT 3. TRL16-JOIST 23' TJW a Ib' O/C 19 5 IM. I 85 I I I /1 EACH END. T't-PICAL UNLESS OTHERWISE NOTED. 4. NAIL FLOOR SHEATHING WITH Ica NAILS + 5' O/C AT ALL PANEL CDGE8, gra 5. BUILT-UP ROOFING, SEE ARr'HITECT1dRAL.. STAGGER 1/,' PER. TRU58 MANUFACTURES RECOMMENDATIONS AND Od I 1 I b. %' PLYUk70D SHEATHING, SPAN RATING 32/16, STAGGER AIS SHOUN. NAIL NAILS * 12' O/C AT INTERMEDIATE SUPPORTS. BLOCK ALL UNSUPPmRTED I, 9 11 U91NG I0d NAILS N 6' O/C AT DIAPHR.I 50kNDARIES A040 ALL PANEL. EDGES. 0 I �•- T --- -- OB EDGES AND 10d NAILS • 12' O/C AT FIELD NAILING TYPICAL UNLESS S. (2) SIMP50N 'STb224' STRAPS A' FV--E OF LEDGER SPLICE AT PANEL N01-ED OTHERWISE.. JOINT. 15 1. 3x4 DF-+2 SUB-PI/RL.INB • 2'-0' O/C WITH SIMPSON 'F34' HA'4GER. AT b. l3) 91MF'9r�N 'STb224' STRAP5 AT FACE OF LEDGER SPLICE AT PANEL 95 f , pp T.M. KIPPEY EACH END, FIRST TWO PURLIN BA`r 8 tf,& -1 CiRIDS I AND 8. JOINT. `, �• j ,' �- 5 6 13 5 !' CONSULTING ENGINEERS 4. 10d NAILS * 2kj' O/C AT DIAr-'NRAGM 5OlNDARIEb AND ALt'7NG PURLINS, 1. SIMPSON 'LTT2md' • 4'-0' O/C 10d NAILS • 4' O/C ALONt'2 SLIB-PURLIN5 AND I0d NAILS • UV O/C b. SIMPSON 'LTT20B' * 6'-C* O/c I$ 1B H - g5 00 EN DVW End SAO O6 FIELD NAILING. DO NOT NAIL SUB-KIRL_INS WITH NAILS CLOSER THAN S. SIMM',ON 'LTT20B' • b'-0' O/C - , 3ft IN Id orwn V= I - 4' O/C. 10. SI'r1P801J 'L9T113' STRAP ACROSS WF BEAM, FIRST (Z) FLOOR TRUSSES r .- S. 10d NAILS • 4' O/C AT DIAPHRAGM 5-eXINDARIE9 AND ALL PANEL. EDGES, FROM GRID 11. 11 13 - -. - . ,---.-- kid NAILS * 12' O/G FIELD NAILING.. Il. 2x6 DF-r' + I6' OlG BEARIIJG WALL BELOW, ALICaN 9TIUDS WITH FL,>OR �`«? 3 � 9 t S SIM. ...-._1 I /-. 10. (3) � CHORD TIE AT PANEL JOINT, SEE DETAIL I1/94. JOISTS ABOVE. SHEA.N ONE SIDE OF WALL WITH � ' PLYWOOD WITH 8d I. ' 11. (4) 43 CHORD TIE AT PANEL JOINT, SEE DETAIL II/64. NAILS • 6' O/C AND WITH tad NAILS 0 12' O/C INTERMEDIATE SUPPORTS. _ � W24x6S W24xbb �' LU'l4xbb D 12. (5) 45 CHORD TIE AT PANEL. JOINT, SEE DETAIL II/64. 12. P.T. •4x6 LEDGER UITH 5i4'# ANCHOR BOLTS • 48 O/C. WIbx4$ - - -- ` ---- - 13. SIMPSON •9'6224' STRAP PURLIN TO WALL * 8'-& O/C FIRST 80' FROM 13. P.T. 4x12 LEDGER WITH (2,114'# ANCHOR BOLTS 0 16' O/C. � i i i. GRIDS I AND B, AND ALONG GRIDS B AND H. 14. 4x1? GF-0'2 OR GL.. 1J%x10►'2 HEADER 5 14, SIMPSON 'MT`122' ANCHOR, PURL-IN TO WALL 0 V-0' O/C MIDDLE H/k~.r- Ib TRUS-JOIST I6' TJI/55C * I'-4' O/C WITH SIMPSON 'MIT416' HANGERS WITH - ! 6 ! 59 TYP. OF ROOF DIAPHR.4 M. WEB STIFFENER AT LEDGER 85 12 i 85 TYP. IS. 9IMPSON '6T6236' STRAP. PURLIN TO WALL • b'-¢`' O/C MIDDLE HALF 16. INSTALL. (U SIMPSON 'ST6224' STRAP AT EACH SPLICE IN DOUBLE TOP OF RDOF DIAPHRAGM. PLATE. I � 3 � Ib. SIMPSON 'NDBA' ANCNOI� Ib'•-m' 01C EACH SIDE OF GL L-,EAM. 11. TRUE-J!J!ST I6' TJI/35C • I'-m' O/C WITH SIMP90N 'M1T416' HANCsER9 WITH 11. SIMPSON 'HDBA' ANC' * 24'- / H SI AT MERlH r� t0 O C EACH DE OF GL !°SEAM. WED STIF,'�NER L EOr _3 �p \ Ib. SIMPSON 'LSTAIO' • 4'-0' O/C, SUB-PURLIN TO TOP PLATE CONNECTION Ila. GL 5kox9 HEADER BELOW. --- r-ROM GRIDS A TO C AND G TO J. USE SIMPSON 'L6TA30' 0 4'-0' 0,'C IS. P.T. 4x12 LEDGER W/ (2) 1/4'0 ANCHOR BOLTS • 12' O/C. AT GRID S. 20. (1) SIMP8014 'LST149' TOP PLATE OF WALL TO FLOOR JOIST. Uax40 W24xbb W24xb8 W?4xbb 19 SIMPSON 'LSTAIB' • 2'-0' O/C, SUB-PURLIN TO TOP PLATE CONNECTION -' - � t -i - --- F o2sao><FROM GRIDS C TO G. USE SIMPSON 'LSTA30' • 2'-0' O/C AT GRID b. I I D i0d Pi.11 • 2® OUBLE RC W OF L6 2�'2 O/C 6TAGGERED, FIRST 10' ALONG 14 ? i/ I 15 tr 20. GL BEAM. 85 I t3 85 I f j 1 g'% TUftNO 21. (2) SIMPgUN 'ST6224' STRAPS AT FACE OF LEDGER SPLICE AT PANEL .� / 1 e, JOINT. - EXP: 6/30/96 22. (3) 5IMPSON '616224' STRAPS AT FACE OF LEDGER SPLICE AT PANEL 2 f i I I \ 1 I TYP. .; 14 ' JOINT. I 111 1 I ----- ---- - 29. SIMPSON L9T418 + 4'-C' O/C SUB-PURLIN TO TOP PLATE. - , . ,� ,- � II _. ! 1 10 Owner. 24. DOUBLE ROW OF 10d NAILS • 6' O/C FIRST 6' ALONG GL BEAM. lb ,,. - g 13 %� 4 I U �� 85 19. P.T. 4x12 LEDGER \ I OWNCO2b. SIMPSON 'HCCTAI-6', TYPICAL. 15 - - - - -- �-- SIM. 4 4 _I5 _ 12 65 95 55 1 FOR STAIR FRAMING -•- _ J 9 SEE DETAIL 16/95 SIM. 5 55 r_2"� OFFICE SECOND FLOOR FRAMING PLAN SZ °C-0� SCALE: 1,1.' I'-0' Protect: OWNCO s Headquarters V 1 2 3 4 5 5 T 8 9 10 11 12 ;; 64'-0• 24'-?�' 24'-0' 69'-m' f SPECIAL NAILING SPECIAL NAILNG SPECIAL NAI NG SPECIAL NAILING T/PLATE TYP. T/PLATE TYP. 211-0 1' 0 I t A I I I 54 I I 1 94 I Z1 -0 ,$ I I I Tigard, Oregon �, 13 I TYP. 1 4 - ----� ,� ---- ----------------------- -- - s4 Sheet Title: 1m �,•�.•' //' 10 if/i \ h 11 12 12 14 12 12 11 �` Ifi %/'' /� 10 10 T/PARAPET T T A 1, �. . TD Framing T/LEDCsER T/LEDGER TYP. GR D B /LEDGER IPL TE TYP. S4 - / /' ,'� ,; r'� 18 13 2!3'-0' 2S'-4� 21'-0' 28'-0' ?1'-m' Second loor T/GL BE TYp, 1 21 �Z5 2? 21 ! DE r Framing � ans T/CSL AM TYP 94 ` � ,� / L � �. 29, '7 4 _ _ GL ba/4x311�t 6 -4 � CSL 65)4x34 GL 65i x221 !' CSL 65�4x34�� GL 65/4x?1 GL &3 '11 � GL 654x18 _...._._ -..-s--.........i I C --- - - - '_ - - 'r- 1 CA''SBER R•ZP)2>?J+-� No CAMBER CAMBER R■2R 16 No CAMBER L°s RE R■20PJ0' NO CAMIDER CAMBER R■2000 ( ` ..........._._._.__....._i .- . ,. TYP. S4 TYP. 9 -6 11 6 Ill-rod ' 11 0 I b ` ._. .._... _...._..._,.__ T T/ 24 ! 84 1i h 94 2 GL b"isxlbi1 I GL 654x24 GL 65/4x24 GL 65/4x24 I 1 /1 I 1 r. '\'r,, � �� ;��. ,•' .' , i 3 I 1 i ■� j hr.■ 600 -�6 ■ 6�' _ _ � -- --- -- _ _---------__ -______ - ------ -- - ; j / / T/GL BEAM TYP. ` J' RCVbiOiLt -Tr-xL BEAM TYP. _ _ 94 �. ,'� \�,�, � /�� GRIDS 2-1 l/ � � ' 1! � � TYP. 1 1 CONSTRUCTION SET :, 7 '-9 26 \,�\`\, '� r/�'' / ,� �, i 25 -9 ?0 `J 84 TYP. i DATE: 1-24-55 GL 654x311/2 GL 65/4x3411 GL 65/4x221/2 GL 04x341/3 GL 6_5/4x2) GL 654x311 GL 634XIO S4 - -- - - R ' 3 CAMBER t2■?00k')' NO CAMBER R � CAMBER R■Z�Q) NO CAMBER �ER R■2m01fd \ NO R ---CAMBER R•Z2NL)m' 8'-0• I I gl_0•I 8 i 9 154�1 TYP. 64 TYP. 9d TYP. ................... 6'-4►/a' 6 2 - `� 1 / / ,r' / GL 65i4x1fo� GL 65/4x24 GL 65/444 GL 65i x24 54 'g I I `�, __..._------ _--�-t----- �� .�• `\ '•' I � /r i i/ ,,r 119 .(�" _r.�T I TiGL BE TIGL BEAM TYP, 14 +� _ 64 - I ?5 ` ./ GRIDS, Z'1 �- 10 _v - _ TYP. -- ;. ^` GL 65)4x31'_5-r GL 65isx341�} GL 65i4x22�y GL 65iax344�� _ GL biisx2! GL 654x31�y - - - - - r ■• �� NO CAMBER CAMBER R■2� NO CAMBER -�~CAMBER R■2210®' NO C.IMBEIt R'2t?j00 - 6 1 - CAMBER �'. 100P� 16 - I 23 13 ALL 1 ....... -- - -- - - 4 - - -- 21 �Z 21 - RIGHTS RESOVED ;..;.,.. .... NTi SE DRaE CROUWNGS Aft P, P ANf) Y OF 18 - - ------ I _ - -- '::. ::. :.... .......... _ __ - H NOT To 9E I�D OTM� N Mer ................. MANNER, FX �-A WRITTEN TYP. .> �- - - 5 13 15 P MISSM of ►ta�34 DEEM W", P.C. 84 - ----- ,.;:. ,Q T/PLATE TYP. 3 _m 93 Date r?' � 10 I1 U 12 12 15 12 1? 25 ' I1 _ _ 18 -d-1 I� x... _ - Drawt>! Chec><ed by. ' 13 Wr iIIAM4 / �R_ P�i� t�A T 5 'IM. 8 3'-ll' 2/ -8 2 m 3 - s4 -. 3 - -8 \i43 -I T -m - -- .�Ob N11Q1�! 84 SI1elt 0f: 1 ROOF FRAMING FL ANF�L AN Milton CoUrt, 14424 rj2 OC-RIF -� - SCALE: 1'6' ■ 1'-OP SUP 95.0285 6 • r 23 of 27 If this notice altllears Clearer Ihan the document, the document is of marginal dual.')'. LjII' II � I�jI�I� �4tlf-1111111 �1 � � ��i�iI��IIiItI� I�IIII�lII�II t �IiIIIijlji�� . Iil�i��i��ii � IIItI��l�l� ��Ii�i�� I�I��.(��1�1, �� ' i . INCA MAlft NI�1 k { IIIIIII,IIIIII11► IIIIIINI lilijlll I� ~� ffl�M i l�I11�1111 nIIIIInIIIIIInIIIInIIInIjIiIIIIIIIIIIIIIIIiI III111111IIIIIIIIIIIII,"IIIIIIIIVI�IIIIIIIIIII!II!Infllnlj111111111 I141111III�IIIfIiIII�ItN �itl lilt Il,lltc ,. •i V12 MLDREN DE"GROUP,P.C. AnCHIT7clvrr • r,� FLANINING EMBED D ., 11830SWKur ParkwaySuft= 1„4�QI(vea0,Ortyon 970350 0 2440552EMBED D 21 •24L 2'-0' CONCRETE PANEL 74 —r^ 2 -m• F I T'w�JwT' 21•!x•4 KEY V 04 . 4'_0' O/C LLV ASPHHALT WELDING ULSION MIN. (2) PER PANEL LEG I ' EMBED D 4 CoW T.M. UPPEY 4 —� TYP. A TIES . Im' O/C CONC. WALL PANEL W CONSULTING 6NCINEEaa . - CIP W/ (3) ADDITIONAL I�' I TA FTG I TIER AT TOP THICKEN BLAB EDGE TYP. Ix y Y221 SW BI(EI►91d DAD Db ._ .,h + Po2aa1d, t7�n Q7Pi CIII ROCK RASE ALTERNATE PLINTH 17'x4'-m' (5) 5 • 12' O/C EA FACE I I F�00 a� a. •4 SMOOTH DOWEL x 2'-m' LONG CONIC. FTG. _B JI .'� .. >t, EMBED B END PANEL • 24' O/C GREASE AND WRAP SEE PLAN �� .r " ONE END OR PLASTIC COVER — 'c CCREC71ON AT p_6' BAur ur I' DEI DlscoNrlNls RElrr zxNE END s --- s LFOOTNG — — — — — — — J B + — -,r- •'` " ,I. ! , VARIES IEE PLAN CIIL•ifED ROCK 646E CRUBNED ROCK BASE I6.71111 I CONTROL JOINt2 CONSTRUCTION JOINT 3 PLINTH SECTION 4 PANEL / SLAB CONN. 5 PLAN FTS TO WALL . S3 7' Sca E: •4' . r-m' S3 SCALE, ti+' . r-m' S3 a SCALE. 74' . r-m• CJ3 M-31 SCALE, b' . I'-C' S3 0< '= SCALE, 54' • r-m• rUR EXP: 6/30/96 Owns — --- — A OWNCO CONCRETE PANEL (GROUT SOLID BELOW TYPICAL) NI 5 4 CO — _ — — r--FOOTING, SEE PLM) 6 `(2) • 3' O/C I • FTG � J�EMBED A INTERIOR I ` PANEL I ^EXTERIOR A b ' MAX. 314• CHAMFER TYP. _q. G 9 J 1 I SEALANT ' 1 0� ( ) I - I Q SEE STRUCTURAL -(2) 5 . 3' O/C _ BACKER ROD m ELEVATIONS FOR SIZE AND D '+ Propd: I QUANTITY OF RERFORCING I �L 3x3x>kxm'-6' t CCNL I I EMBED B • 1 1 • • ______._ COI'AIECTION C, SEE DETAIL 8/E3 / 7EM5ED — O .r 1 CO AFTER WELDING COAT WITHETIDED D, 8EE DETAIL S/83 D, SEE DETAIL 8/83 I I ASPHALTIC EMULSION TYP. — EQ EO EO EO Headquarters B-IDED D BELqu -- ' ' — C EMBED A, SEE Iii' CLR DETAIL 8183 PLAN 142' CLR 2i' CLP- EQ R L4xr x4 L 2x2xV4x0'-6' EMBED B, SEE DETAIL 8/83 BEND LINES DIMEN91G1JB I I _� �_ _______ _______ EXTERIOR INTERIOR A , 3�, oe 4 0 0 + EQ - '�'e PWGHED HOLE C 74 I Il!' CLR - Tle�, �'eB� R Lyxllyx0'-i' EMBED B I I -- GONNEGTION G EXTERIOR i INTERIOR EXTERIOR DACKERROD _ 1 SEALANT Shea TRIG CONC. FTG. (2) R x9' • B' O/C (� 4r_LR SEE PLAN •"i' CHAMFER TYP. V ' GLR NOTE: PROVIDE CONNECTION �4' CHAI'IFER TYP. p�trUCUtral EQUALLY SPACED, • 4'-m' O/C MAXIMUM. '• NOTE, SEE PANEL ELEVATIONSEE ELEVATION FORI'-m' ABOVE FINISH FLOOR AND TYPICAL FOR REINFOGMENT, 3' "3' GLR NON-SHRINK GROUT PANEL THICKNESS I'-m' BELOW LEDGER oR TOP PLATE. BEE EMBED DETAILS Details EMBED D I'' EMBED D PR9VIQE CON'lgeTION AT 1/3 PQrtNre TYP. 6 WALL TO FTIS CONN. �TYP PANEL LECs REINF_ 8 WELD EMBEDS / CONNECTIONS 9 CORNER PANEL CONN. I0 PANEL t0 PANEL CONN. 83 0I SCALE, 74' • I'-m' S3 ac J4 SCALE, I' . I'-m' S3 nRPN" CALE:S 3' . I'-m' 83 °C 20 SCALE: 3' . 1'-0' 'J3 OC-37 SCALE, 3' • l'-m' Revblom COW, SLAB 24 CONSTRUCTION SET SEE PLAN DATE: 1-24-55 -04 • 24' O/C 24 TOOLED EDGE Q r O O _ • Im' 5' 5' LLF COLIU-IN 79 COLUMN SEE PLAN V • 12' O/C I o o TMP. Its SEE PLAN I - EA. WAY, USE - V MIN. LAP • Or 5 • 1C7P -I o CORNERS OF WALL a EMBED D • 4'-0' O/G CONIC. WALL R •4x9xm'-Im' W/ WE DETAIL 8/53 BLOCKOUT IN SLAB • COL. R •"ix12x1'-m' u/ (2) SI A301 A.B. I' NON-SHRINK GROUT a CONNECTION C, PANEL CONIC. SLAB (4) 24'e AD. CONIC. BLAB BLOCKOUT • 8' TYP. . COORDINATE W/ INSTALLSEE IPRIOR - I' NON-SHRINK GROUT SEE PLAN 4' SEE PLM) COLUMN ELEVATOR SUPPLIER TO ANGLE — — —� R I 14 4 BENT R4ixbxm'-u' W/fy v`.' _ , J (2) 5 A,m6 . 3 O/C _ _ _. _ - r . , - ,. 1011, LOCATE _m' FROM TOP RIIOI�ry IR�� _ z1 ` TNrx De.nexxt uE THE PRavax a--- - CONTIN. WATER •4 . 12' O/C ,. 4�. PBO L OF EA. SPENDI�L 141 l Dww 0". P.C., uc u� STOP EA. WAY Id, 1007 To K USED OR REPRODUCED N u+r 1 4 14 M DWI .ITN 71E PRIOR MITTM -------'— . - 1 L 2x2 PIC —. _ L.I� IPDA) IM M uu.DREN DI aewr, eC • �, " CONC. FTG. " ^ ' °< CONC. FTG. 1 Iii V BEE PLM) ,4 SEE PLAN < � _� EMBED B . 4'-0' O/C, Date �.," `. • , y "� ^ ...____ _ SEE DETAIL 8/83 I L2x2x14xm'-6' Drawn by: CheI by: 4 11 R SEE PLAN FOR 51g COORDINATE W/ 3' CLFNT S� _- � �3' CLR -- ELEVATOR SUPPLIER PLAN - Joh Number. 9W5' II T5 GOL. / FOOTINCx 12 TYP. INTERIOR FTG. 13 ELEVATOR PIT SECTION i4 1 PANEL / PANEL CONN. t5 PANEL / PANEL CONN. sneee - — art C 3 X-23 SGALE: 44' . I'-m' S3 °C-'• SCALE: 74' f-m' .c73 M-}4 SCALE: •4'• I'-m' 1163 I °C-10 SCALE: 54' Millan Coun. 14424 S3 SUP 85-0285 24 o127 If this Entice appears clearer 1111111 the docuntenl, the document is of marginal quaStt'. CD NIIIIIIIIIIIIIlan 4}LfIl1LIlIG IL*j4jIIIII IAIllIIIIIII 1111111111111 1 illlllll11III IIIIIIIIIIII I IIIIIII1IJill IIII111lIIIII I�IIIII�IIIII I ,+I�hIIII ) 4X dlllllllllllllll IIIIIIIIIJIIIIIII 1 In III l@ IIIIIIIII IIIIIIIIIIIIIIIIIII unlllnllndnllluulllu IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIpplpp Ilnlllll IIIIIIIII IIID tlIl I 1 Ih 1. IIIIh11 I r 41 I I L6x4x4bx0'-9' W/ (2) le 1x4x0' 6' WI - ✓4'.x4r%' ErrgEo 'BAWL-�tuD' MaDRE1+1 DEIGN GR��►�P,P.C. 'RAID-STUD' EXP. ANCHOR ANCHORS • b' O/C IC150 04514. W/ � � '�� ' • / Ors' MIN. EM5ED THROUCjW 61111pSON SIMPSON '9T6236' STRAP W/ (20) 16d 11&30 SW Kaff Pwtww,&x1te� A 4' 6Tb224' STRAP W/ (14) Ibd NAILS TO 4' NAILS TO PURLN. WELD STRAP TO 1 Olr�Ofot 4 x P.T. TOP '"LATE 4 x P.T. TOP PLATE .i.;' •r PURLIN. PROVIDE SPECIAL iN�+ECTiM w:;,. BOTTOM OF ANGLE. PROVIDE MCIAL WITH '4' ♦ A.B. • 2'-S' O/C WITN ��4' ♦ A$. • 4'-m' O/C 2' �" QF SOL j 11.18T LAtION `* :'� COUNTERBINJK WITH MIN. GOIAdTERbI, * WITH MIN. 1 T1C�1 OF BOLT 1NSTALLAT6ON �� y' ,r i 5 EMBEDMENT-� — --1-` - I 5' EMBEDMEN"i I ; P+_1"4LV 9«IEATHING bll'41abON 'LbTAlB' TO P!, 6U15-PURLINx r 1 8U6-PUN IN,'L& SEE PLAN YtiUb SHEATHING + PLYWD SHEATHING j�SIMP'SON '8T6724' TO _ :C_ _ ' ,'� SEE FRAMING PLAN a�t�_. .. ..�__- -, PiJRLIN • 13' ©' O/C 1 i U8E (12) Ibd AT TOP • � i.~ ''• T.M. KIPPEY - -- - ' / l ! c. SUB-PURLIN CONSULTING ENt;(NS![R8 r ' r SEE FRAMING PLAN 3U0 FURL M • ��' � SEE FR..V'11NG PLAN • • • • f r 1 I on aw.eff1w Md 810 0 x PURLIN P IRLIN ~ -- __. HANGER AT PURLIN ==- r Palm OW 9739 SEE i=Ftr`MiNG PLAN ti SEE FRAMING PLAN D i I y HAW_%ER AT PURLINFar OW 244-M 4 x P.T. TOP PLATE� WiT } + --,' -- t 1 PURLIN I r PURL IN I•t24- ♦ AB. • 2'-S' O/C COUNTERS". WITH MIN. i SEE FRAMING PLAN I SEE FRAMING PLAN S' EM15EDMENT 1 L •\ COidG. fL�4LL SR'iPb�..N T'1TT22' uU Ni6 NAILS L> •� `- P.T. LEDGER I A • b I I P.T. LEDGER PANEL AT PURL IN A W/ 5✓4'♦x4 r/4' I \ SEE FRAMING PLAN 1 I SEE F}r2AM(NG PLAN EMBED 'RAW...-STUD' 84 I t I ANC44OR IGBO 04514 C,c7 CRETE PANEL CONCRETE PANEL �dQ7 WHERE PARAPET IS LESS PROVIDE (�. Al- 4, THAN 11' ADOVE RDOF, PLACE A NNS;'�P�ILA7� ANCHOR dENEATH PURLIN IN 1W 10711110I . } , dxsoo C 1 SUB-P.�RL 111 ONN. 2 PURL IN CONN. 3 FURL IN CONN. 4 LEDGER BOLTING S CTION SECTION '?z '� g4 E 5 LEDGER BOLTING �,C�} s,,, 9 'bc'ALL= Iii' • I'-m' S4 °C-4 SCALE: ILI' • I'-m' S4 Oc-5 SCALE: iV3' • I'-m' S4 OC-7 SCALE: 111' . 1'-m' S4 Oc-e SCALE: ]Vi* . I'-V \~� TURNS' '�-- EXP: 6,130/96 OWNCO P.T. 4xTOP PLATE PURL IN -DAP TOP OF BEAM ONLY NOTCH AT BEAM HAW_xFRi SEE PLAN AT 8'-0' O.C. ROOF SYSTEM FOR NAILING 4'- r44 -� V (2) I!r %x5x&-1' EA. -- 0 IQ 1✓4xlx :7sL BEAM ; �, DEPTH MINUS �4 W/ (3) GL BEAM, , + + , SiMPSON 'HDBA' ANCHOR B W/ (2) •x4 STUDS 5/4'0 A301 501-TS, IV,' SEE PLAN i ONE SIDE OF PURLIN W/ STUDS, WELD STUDS VERT. SLOTTED HOLE 1 I (3) 1b'♦ BOLTS THROUGH ' • 3' O/C. USE (V AT TOP i , iE 54x5x1'-4' W/ (4) V +- l - -- — ,� PURL IN 4 (1) ly, ♦ ROD _ 4 GL REAM �•Y� ° EATNING I THROIYsH GI BEAM, SEEpjp�, �='♦x�4' NELSON STUDS 1/4 4�TYP + SEE PLAN PLAN FOR SPACING • 4 O/C FOR BEAMS -- __ _ NOT AT PANEL. JOINTS L 5x4x3i4xl'-4' 1�2' + ONC� ® 3' ` (2) 3x2'-b' Ahab BARBPARQ_ �0 0 0 �__ 0 0 0 'y Ir I IR NOT REQ DLOP WHERE EL TCOI�I b - �- + -- Headquarters EQUAL 1 �f 16 MADE AWAY FROM GL BEAM, TRIM BOT — - ' I , PANEL .fOIr1T9 AS REQ'D TO A5311RE RUL,, COTE: SLOPE SEAL AE REc�D FIRM BEARING AND TO ' J Q ACCOMODATE ROOF SLOPE r✓4(1)1x1'-4' W/ OR SHIM TO ASSURE FULL, - --L ! (4) 2x4'♦ MB. 112 e i I FIRM BEARING • FAM BEAT SIF�PSON �TA, SEE EQUAL ' 1e �xl�xl'-4' � 3. ' 1 U CENTERLINE OF Q I GL BEAM, �, .Y,�. SIS 'Vg' 1QdEE ---- WELD STUD AND • 3 � SEE PLAN BRACE AT PURL IN EA. T��' Oregon -GL BEAM - SEE 31 FRAMING PLAN FOR SIZE, SIDE OF COL TYP. CENTERLINE OF WALL I a d i r4 � ' DAP TOP OF GL BEAM AS , '%'e AB. W/ WASHERS F,�L REII� I NECESSARY TO ACCOMODATE is COLUMN BEYOND, P.T. LEDGER --------------- -- SEE FR,4MiNG PLAN -J SEE ELEVATIOJS __- —� TO COLUMN, ! -- ---- - --- _ Sheet TitlePUIQL.iN _- }!'tfxb�xm'-5' SEE PLAN-- I HINGE CONNECTOR SEE PLAN SEE FRAMING PLAN 1`L'P ----`�---' - Roof Framing s'o LED rzEfR BOLTING SECTION GL 5M TO CONC PANELrB'\NCOLUi"iN CAP 9 HINGE CONNECTION 1m BRA 6 � I Second IF'loor �_„ _ E L,O�U1"iN SCALE: I�' I'-ta' 54 OC-1 WALE. t+^2' . 1'-0' S4 OC-22 SCALE: I�12' I'-m' S4 0C-21 SCALE: 1►12' Is I'-m' S4 OC-9 SCALE: S✓4' Is I'-0' Framing Plans GONG. WALL PANEL 3' P 4 G " Nr�VI1Nm _� 2� •/� CONSTRUCTION INET 7 \ DATE: '1.24-95 � A'1P�6 GHO}?O R 'B' REIW. x6a'-0', SEE L! PLAN FOR NUMBI"R 1' RETURN \ _ PLAN P_ 'A' REQUIRED TOP 4 BOT � - -----� ROOF LINE ( SEE ROOF FRAMING PLAN - SIMP60N 'LSTA30' TO FOR DIAPHRACsM BOUNDARY SUB-PURI-IN, SEE ROO# 14.2' NAILING FRAMING PLANI=OR SPACING .'xl BE AM, GL BEAM, 'F BARB REQ'D It 'A' IE IB. SEE PLAN SEE PLAN o - - o ---- ----- 6 I��- C► o Nx60-0' W/ - _ 11'_a (3) xbx2"-9' (2) 11;4'•x3' N.W.8. Ir✓� ,7 -__._.. L3x3xr4xm'-4' W/ - - o (1) %'+x2"✓4' MIN ' �- -- --_-- I EMBED 'RAWL-5,rUD, j —GONG. WALL (4) %xbxl'-0, ADDITIONAL LAMB STUD AyGNOR TDP ') PANEL BEYOND r�ri ►+ oesra v,c:,i;»�, ;�i iv (3) i4 0x3 NWA. _ GL 6"✓4xi8 ALIGN SUB-PURLINS FOR 8TR.4P CONNECTION < _ . _.__ _-___ -_ • SHALLOWER BEAM - -- ;` 4 BOT. OF TB EA. END. RIGHTS RESER'.�D 71✓4xbxl'-b' UP '�'8 REQUIRED �-ie 1/4xbxl'-2 W/ P.T. 4x TOP PLAT IF TO ALTERNATE: PROVIDE 2x4 INSTALL BOLTS 4' i"!IN , THESIE MAWOM Alf TK PROPERTY Or %xbxl'-3' S _ �-(2) a,fGE 1£ '�x8x1'-2' W/ o o (4) A✓ '♦ MB. BE SAME WIDTH A6 LJALL BLOCKING AT OFFICE F i EDGE OF PANEL I urtO�cCk DE3iQ� GROUP, P.C.. ova �RE 4 NOT TO dE USIX OR Rf�1(0 = MANY l3) ✓4 0x3 NWS. .i� WANNER, "CEPT VATH THE PRIOR WRITT" � � _ _ r, (4) ��4'0 M.13, o o PANEL W/ "�s'0 AB. SIDE WALL T5 3�yx31'2x1� • � i'- vERwrsSto►� ov wt�nRo� pEstafw peouP. P.c. - -- I ------- -- • 2'-8' O/C WITN 5' Mifv • 3' TYP. -- �'✓,xb xl'-2' I Ei', '�ED!'LENt 9 -m AFF. AND _, - - WINDOW GLA1 MG r - _ I . GL b�4x31� L 15'-B' AFF., SEE ARCH.- 1 CONN. TO N_ADEi� 6--�} WELD PRIOR • CC 044. WALL BYO HER TO RECEIVING WRITTEN APPROVAL 1 NON SLOPE SEATS COL. CAP SEE i � PANEL - Drawn 1Dy: Q�W by; !1 WF GG LUMN, AS REQ'D OR SHIM TO ASSURE DETAIL 8x54 i � FROM GEOTEC44ICAL OR STRUCTURAL SEE PLAN-- S, FULL, FIRM BEARMG AT 78 GOLIi+`'1N, I If __-___ EINEE8EE ROOF FRAMING PLAN i _ K)R LOG 4TION. SEE PANEL ""LEVATIONS BEAM BEAT SEE PLAN .10b N Ufl1bd! gl .__F:LF_VATION_. r-OR AIPDITiONAL CHORD REIW-ORGING 11 C�a�D TIE 12 ol`FiCE COL, c�aKT3%� /� (�I ' ....a �:4 -RMflbnC i : l✓ ' • I'- OC-14 rRP� COLUMN CAP r14_'*%N 5UIF FURL IN CONN. rl5%s\ HEAL-DER / F/4NEL CONN. Court, 14424 SCALE ? 0 54 ■ OC-38 1'-0' S4 OC- ' '_ BvALE' f< l '� 54 ./GALE% • SCALE, l� • i ® �� Oc-5i e i w4 UP 95 0245 6GALEs I 1 -0 25 0127 if this Notice :rlrlrears cle:u-cr (1):111 file docw>Iie11t, file docuulenf is of nlslrt!illal q,:a"ty. III �III ��J�IJ I�I��tJ�Ja�I( I(i jilill Jill IiiIII i,iIIJ1111111 I IJ1IIJI,I1111 111JIJIJI�IJiJ! I I ,;JIJI�iIIiI IJIIIJI'IJIJ14 111 I I�I�iJI:�1 C D L- {Infn�in{II1i11 mtllt�l �►1tit11t � ii�ili��i��11►11l11{ llnl{1{1111{111{11111{{Iil{{I{1{II11111{{{III{1{!�,�illl{Illnll{{{1I1{111{{IIhiIIIIIIIIIIIIIII{IIIIIIIfIII1lIllll IIiII111{ IIIIIIIIIIIiiiIlfN 111IH11 111fit t71W , " - } `ftlllt111 r { 111 12 A , 5 ?ML 1 5 I � i M DESIGN GAUP, pr. ANC? nIL-1ARE - SPACE PLAA'I�' 11830 SW Karr Parkway.Suft SM LA*Opreg% OmW 97095 ? - SEE PANEL I6 SEE PANEL 3 SEE PANEL 3 SEE PANEL 3 SEE PANEL 3 SEE PANEL 9 SEE PANEL 3 SEE PANEL 3 °SEE PANEL 3 SEE PANEL 3 SEE PANEL 3 SEE PANEL 3 SEE PANEL 3 GEE PANEL li SEE PANEL 1b Z � 14 14 (60►v4� 244-U5.'S2 101 Z ? ,i I --1 lift] n � [] � 13 12 II ® d 0 � 0 0 � 2 T.M. RIPPLY ALL PANELS THIS ELEVATION THICKNESS t•blti' COMIULTING ENGINEEIRS a \ , P�orl�i'4 ci rlyoH va - � NCRT� ELEVATION S6 -- SCALE: '�,' . r-0' Fm cm 20-M A J J �A H B ? ' /,C2)/(D ? 1 2 1 ( + 2 1 ? 1 ? ? 1 2!V2 f2pl \ I I 2 2 1 ? ( - - -_ - ,1N; Z - - 16'11° -. 9 9 2 12 sl Z a k 10 10 r 2 Z 2 OM SEE PANEL 45 - .� Z 5 Z 5 5EE PANEL 20 �. 2 - - <,a� TURA®► EXF: 6/30/96 IL Z 49 2 42 ? 41 2 2 Z 2 41 Z Z 41 Z Z 14 2 21 i L�OJ 2 19 �, SEE DETAIL 6/86 FOR S144' PANEL 11/4, PANEL LEG, THIS PANEL ONLY-f RE". OF THIS PANEL LEG ALL PANELS THIS ELEVATION THICKNESS t-bt1', EXCEPT PANEL 40 t-1�4' ALL PANELS THIS ELEVATION THICKNESS t•61''3' ALL PANELS THIS ELEVATION THICKNESS t•611', EXCEPT PANEL 21 t■91/4' OWNCO r2N, WEST ELEVATION .3 EAST ELEVATION - GRID 8 r4%'� EAST ELEVATION- GRID 12 SSU SCALE: �.V' 1'-0' SrP SCALE: 'A` I'-0' CJ'�D SCALE: ��' 1'-0' 1 8 12 , I �I Z Z ' 2 I Z I _ . 5 Pro xt. 1� ? ? 15 4 SEE PANEL 38 4 SEE PANEL �8 t6 4 SEE PANEL 31 SEE PANEL 3 SEE PANEL 3t SEE PANEL 31 SEE PANEL 31 SEE PANEL 38 SEE PANEL 23 SEE FANEL 23 SEE PANEL 23 5 ^ Z 5 OWNCO Headquarters I y III 'r 39 Z ® ?� 31 ® \ _ _... __..._. ..._ 34 33 `3� 31 2 29 r?8 21 ?5 ?4 ? 23 ?2 1114' PANEL LEG, THIS PANFFL ONLY 8 O 3!7 C2 g '31/4' PANEL LEG ALL PANELS THIS ELEVATION TNICKNE56 t■6�', EXCEPT PANEL 22 t■9'�4', PANEL M) t■1'/4' r5'%\� ,SCUT�4 ELEVATIO��I SEE DETAIL 6/36 FOR Tigard, Oregon REIT. OF THIS PANEL K�& OC—ELEY SCALE: ' '_ • .�,� I 0 Sheet Title Structural 04 Al 10' ER EAP WAY I PANEL KE 1'NOTE S _ Elevations TAT YPI AL ENTER OF PANEL, 1. •4 • 12' O ' EACH WAY AT CENTER OF PANEL. T 2. (2) 5 AT PANEL EDGES AND AROUND ALL OPENINGS, EXTEND 2'-0' MINIMUM PAST EDGE OF OPENING. (2) 03 3. (4) 5 EACH FACE, EQUALLY SPACED IN P ,NEL LEG OR • 12' O/C. 4. (5) '5 EACH FACE, EQUALLY SPACED IN FANEL LEG OR • 12' O/C. (2) 03 5. (2) 5 AT PANEL EDGE, EXTEND FULL HEIG4T OF PANEL. 6. (b) 5 EACH FACE, EQUALLY SPACED IN P�.NF'_ LEG OR • 12' O/C. 1. (1) 5 EACH FACE', EQUALLY SPACED IN PANEL LEG OR • 12' O/C. 6. C�7NkE'rE PLINTH, 6EE DETAIL 3/83. t S. (2) •5 AT PANEL EDGE PLUS (2) 5 • 12' O/C, (4) TOTAL BARS AT GEN*Z R OF PANEL. 10. (3) 'S EACH FACE, EQUALLY SPACED IN PANEL LEG OR • 12' O/C. _-----___--_ - - 11. (9) 5 EACH FACE, EQUALLY SPACED IN PANEL LEG. Peftk a 12. MINIMUI'' CONCRETE COMPRESSIVE aTRENGTH, f'oe40M r�91 AT Q CONSTRUCTION SET DAYS THIS 1 DATE: 1-24-S5 -OF 3 N LL �'`. -(2). 5 W/ STNO. 1400K 13. (2 05 AT PANEL EDGE PLUS (2) 5 • 12' O/C FS�Otl EDGE. PANEL - AT ENO AT COLUMN 14. (b) 5 AT CENTER OF PANEL • 9' O/C. STRIP 15. (2) 03 CHORD REIN10RCR•-s AT CENTER OF PANEL FROM GRIDS 1b TO 1. CENTER REINFORCING ON CHORD CONNECTION, SEE DETAIL 1!/84. 16. (8) '5 EACH FACE, EQUALLY SPACED IN PANEL LEG OR • 12' T*PICAL, 04 BARS NOT REc2'p IN COL. x STRIP - 44 • I�O/C EA. WAY MRDREN DESIGN P.C..;ra ALL aT CEN*ER OF PANEL, RIOHTE RESERVED TfPICAL (b) 5 EA. FACE _- - THESE DRAWINGS ARE THE PROPERTY Of 1 / r3 TIES • 9'i�' O/C MILDREN DESIGN F4M)P, P.C., AND Ards �3 rRO°�Q� TIES • 9'�4' O/C MAN TO EXIT WTHOR R OR WITTTTEN 1�} CLR PERMISSION Of MRDREN , P.G. DES►rrla GROUP Ia,tC 6-�9�-95 - '----- — _ _ �- "3 TJEb • 9',' O/1: / g,/4, - -- �fAwn h}r: b►: (6) 5 VERT5. EA. 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