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6600 SW BONITA ROAD-7 r he . S �f 1, r ,k ir¢ la i I MILMEN DESIGN GROUP, P.C. ARCIIrrEC"fURE • SPACE PLANNING 7650 S.W. Beveland,Suite 120 Tigard,Oregon 97223-8692 I j I f Voice:503-244-0552 Fax:503-244-0417 Q JON L�ASE THOMA /��VL TL OFL � 9 [deferred Submittals *NO OCCUPANCY UNDER THIS PSRMIT DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE WHO SHALL REVI WARD THEM TO THE BUILDING OFFICIAL WITH A NOTIAEW THEM AND TION INDICATING I THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE iBEEN REVIEWED AND BEEN FOUND TO BE IN GENERAL CONFORMANCE TO s Owner: THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL .S NOT BE INSTALLED UNTIL THE DESIGN AND SUBMITTAL DOCUMENTS HAVE V. PACA Properties, LL-C BEEN APPROVED BY THE BUILDING OFFICIAL. 6600 SW BONITA RD. NOTE: SUBMIT SHOP DRAWINGS FOR REVIEW OF DESIGN INTENT ICOMPLIANCE PRIOR TO FABRICATION OF THE FOLLOWING TIGARD, OREGON 97224 1. MECHANICAL DESIGN 2. ELECTRICAL DESIGN OF 3. PLUMBING DESIGN Project Contacts ARCHITECT: LANDSCAPE ARCHITECT Special Inspections Mildren Design Grout;, P.C. Viridian Environmental Design, LLC SEE STRUCTURAL SHEET SIA FOR SPECIAL INSPECTION PROGRAM 7650 S.W. BEVELANO STREET 813 S.W. ALDER, MEZZANINE B PER 2003 !BC SECTION 109 AND CHAPTER 17. SUITE 120 PORTLAND, OREGON 97205 PORTLAND, OREGON 97223 VOICE: 503-222--1639 FAX 503-222-1853 Structural Observation VOICE: 503-244-0552 FAX: 503-244-0417 CONTACT PERSON: MIKE O'BRIEN SEE STRUCTURAL SHEET 51.1 FOR REQUIRED STRUCTURAL I CONTACT PERSON: GENE. MILDREN MOBRIENOVEDLLC.COM OBSERVATIONS. I GENEGMDGPC.COM CivIL ENGINEER/PLANNING/STRUCTURAL ENGINEER: Sheet Index T AD. COVER SHEET Owner.M. Rippey Consulting Engineers SURVEY PACA 7650 S.W. BEVELAND STREET I SUITE 100 AIASITE PLAN � TIGARD, OREGON 97223 C1.0 GRADING PLAN Properties, LLC VOICE: 503-443-3900 FAX: 503-443-3700 C2.0 UTILITY PLAN CONTACT PERSON: KARL KOROCH (CIVIL) C3.0 DETAILS i CONTACT PERSON: LANS STOUT (PLANNING) C4.0 EROSION CONTROL PLAN C4.1 EROSION CONTROL DETAILS CONTACT PERSON: RALPH TURNBAUGH (STRUCTURAL) 71.0 TREE PLAN T1.1 TREE PLAN DETAILS 6600 SW Bonita Rd L1.1 PLANTING PLAN Tigard,Oregon 97224 L1.2 PLANTING AND IRRIGATION DETAILS A1.2 ENLARGED SI'Z'E PLAN AND DCTAILS lq1,2.2 ENLARGED SITE PLAN AND DETAIL: SITE DETAILS A2.1.0 DEMO PLANS A2.1.1 FLOOR PLANS Project: A2.1.2 ENLARGED FLOOR PLANS Paul Schatz A2.4,1 HOOF PLAN A3.1 BUILDING ELEVATIONS A4.1 WALL SECTIONS Furniture - A4.2 WALL SECTIONS A4.3 RAMP AND STAIR SECTIONS Thomasville A5.1 DETAILS A5.2 DETAILS A5.3 DETAILS Code Analysis 6600&6650 SW Bonita N _ Location SIA GENERAL NOTES T Tigard,Oregon 97224 BASED ON THE 2006 INTERNATIONAL BUILDING CODE (IBC) WITH 2007 OREGON STRUCTURAL AND SPEvIALTY CODE AMENDMENTS WASHINGTON COUNTY TAX MAP: 2S112AD 32.1 FOUNDATION PLAN OCCUPANCY AND CONSTRUCTIONTAX LOT: 1100 S2.2 ROOF FRAMING PLAN PER IBC 304/309/311 AND 602 53.1 SECTIONS AND ELEVATIONS ASSUMED OCCUPANCY: B/M/S1 (NOTE: NO OCCUPANCY UNDER THIS PERMIT) NG DETAILS DETAILS S4.1 CONCRETE S5.1 FRAM REVISION CONSTRUCTION TYPE: 111-9 BULLING HEIGHT AND AREA PER IBC TABLE 503 ALLOWABLE AREA: 12,500 SQUARE FEET Sheet Title ALLOWABLE HEIGHT: 2 STORIES 2 STT �� Cover Sheet ACTUAL BUILDING AREA: SF ACTUAL HEIGHT: 2 STORIES -PHASE !I �JbQDIFICATION PER IBC 506 RETAIL BUILDING 1� Aa-At+[At1f,/100]+[Atls/100] At-12,5009f, Ie=300 sprinkled one story, If=1 F � •� IMF 9:1219" P y 00[( /Pj-0.25xW/3o), F= 9A0 lineal het, P= 980 Iinenl - ---- - feet, W=30, If=100[(980/9800.25](30/30) - 75, Aa-12,500+[�2,500x75/1DO]+[12,500000/100] - - - JD `�- - - - - - - - - - - - Aa=12,500+9,375+37,500• ,915 Zoning °e • I I 1 I FIRE-RESISTANCE RATING.REQUIREMENTS: PER IBC TABLE 601 I-P: INDUSTRIAL PARK STRUCTURAL FRAME: 0 HRS. - • EXTERIOR BEARING WALLS: 2 FIRS. MEMZ= � EXTERIOR NON-BEARING WALLS: 0 HRS. . o R t I ado" NON-BEARING WALLS: 0 HRS. FLOOR CONSTRUCTION: 0 HRS. �f EIRE cowl >t �` p PROTECTION BUILDING IS EQUIPPED WITH AUTOMATIC FIRE PROTECTION SYSTEM AND AUTOMATIC SMOKE DETECTION one w w THROUGHOUT IN ACCORDANCE WITH OSSC 903.3.1.1 Wr MEANS OF EGRESS Reviwom. Q A � I. I.�Judy 2007 B OCCUPANCY: Site Analysis MAUS ' Value Engineering COMMON PATH Or EGRESS TRAVEL DISTANCE DOES NOT EXCEED 100'-0- PER OSSC SECTION 101,E 3 7 I EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED 300'-0" PER OSSC SECTION 1015.3 -------- - UM. EXISTING �QpX EXISTING AREA ( � M OCCUPANCY; COMMON PATH OF EGRESS TRAVEL DISTANCE DOES NOT EXCEED 100'-0" PER OSSC SECTION 1013.3 =SITE AREA = 427,122.84 SF (2.9?. ACRES) I r SITE EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED 300'-0' PER OSSC SECTION 1015,3 IypERV10US AREA: EXISTING AREA/ L344,286 AREA/ PHASE 11 AREA/ X COVERAGE X COVERAGE AGE X COVERAGE BUILOiN, AREA 39,829 SF/31.171E SF 1.35X 44,598 5F/35.08X SL1.4JQ S1 OCCUPANCY: COMMON PATH OF EGRESS TRAVEL DISTANCE DOES NOT EXCEED 100'-0" PER OSSC SECTION 1013.3 PAVING AREA = 39,344 SF/31.11XF/41.688 52,712 SF/41.47X EXIT ACCESS TF"VEL DISTANCE GOES NOT EXCEED 300'-0" PER OSSC SECTION 1015.3 IMPERVIOUS AREA = 79,173 SF/62.288 SF/,3.03X 97,310 SF/76.551I 75X/80X • , o LddfISD�E: EXISTING AREA/ AREA/ PAHSE II AREA/ X COVERAGE ILiVERA AGE X COVERAGE REQyjQ,� r EGRESS ILLUMINATION: PER SECTION 1006 LANDSCAPE AREA = 47,9!10 SF/37.728F/26 97X 29,813 SF/23.45X 25X/208 • Rangy PF r.a, NW, All ' ANS OF EGRESS, INCLUDING EXIT DISCHARGE, SHALL 8E ILLUMINATED AT ALI. TIMES THE Q � • �;. ,�rw" �n� 6 __.. BUILDING IS OCCUPIED. PROVIDE MINIMUM 1 FC ILLUMINATION AT THE FLOOR LEVEL. PHASE �� NA ;ir.., WtDll!?I 4�TNr�SOF BULK SALES MIN, 39,745.54 / 1,000 39.75 x 1.0 = 40 � � � ��1'eo��uoto � �r MAX. 39,745.54 / 1,000 = 39.78 x 2.0 = 80 / x =moi rnt EMERGENCY LIGHTING: IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY PHASE ;i _ I r ocfetaN moor, r.c. ILLUMINATE THE PORTION uF THE EXTERIOR E"'T DISCHARGE IMMEDIATELY ADJACENT TO EXIT DISCHAR(IE ___ DOORWAYS IN BUILDINGS REQUIRED TO HAVE 1 WO OR MORE EXITS WITH THE EXIT ILLUMINATION SUPPLEMENTED SALES Of'IENTED - MIN. 4,;46 / 1,000 = 4.75 x J.7 16 Date- 13 July 2007 WITH AN EMERGENCY POWER SUPPLY CAPABLE OF PROVIDING POWER FOR A DURATION OF NOT LESS THAN 90 TOr��I MAX. 4,748 / 1,000 = 4.75 x 5.2 = 30 � MINUTES PER OSSC SECTION 1908.3. MIN. = 58 1 �, Drawn by. Checked by: MAX. 110 (PLILIS ACCESSIBLE) 131CYCLE PARKING - 44,598 / 1,000 - 44.60 x 0.3 = 14 X . _ I MRW WEIVI EXISTING 833 STALLtS PHASE 1 !BUILDING Job Number: IpW5� 10 PHASE If 7 STALLS ACCESSIBLE) PHASE I = STALLS 4 ACCESSIBLE) Key Plan REMODEL _ I icinity Map Sheet I p - 10 f i BICYCLE PARKING - 15 PROVIDED Q Not to Scale Not to Scale 1 Permit Submittal - May 2007 A0. 1 - ' • � ., ....: ,ww+ . 1' ' t':il{�wlew�'..� a ,-�4.+1.�"ii,. -.v K p"'i�'rV.a''�"''; .,�' • . _ - ... + ^ .. �.� n !y!,MRS.YNIW��itMOiAM•tllvr,W,nMRIR.N.•;P:n.M'iMYIYA.ClW�J+IP�t. y, - 17,3747y ... Id fYM^,. ...ww::usa se",,,yrrM, .+q•Irl+lw+elw-.�"4w.u...�4�.nM�1...w...rr,h.ti•ti.YleFy-._ �.r ' .+f , • ' . �d� •. �ill�nrY- - ,.�"M•rriw s+ww-„'.'a.^r.w.+r�.rr..wr hr�Iw,r-.++W.r♦a.r...�. ,�. �� 1 11 ` ...i.:+'<++rw!'^�r+-�,sr�,�.+.w+-s....rm..it..r..oe.".ri.to mow•w-n....: _,4L,E.•.••..-.�,.....rn,."•�+"iM+.•�..+..wrn,.r+s.�w..�.�.rwiw",r+�r.....yY�rlY,ra.l.+►�rsiy. �,nq�.�,..�, 4M�MNIAIIM � • �, w f t, y(_ "^n.+" wn„'r` .'a:Jr.�rwu+<rw.w"w,a"•w..wwr.,.a..w"`.rea.. ,..,. .-..My..rr. *Ir�•-....or+.w.n:..aw.ah+. � .. r.. vANYiYe^.s.'w�i...+V'A.'Y."►..+.rnfw.s4 s......w+.ars�...,.niw..Mbr.netlw�r s. .,.,".rr�w.ro r......i.vm,Yrrh.r`...r. u....,.w.s...,.n .[ li r w: Y k r< A �r Y ��. • r;R rl SSMHPARKING EASEMENT �'1 'MC 111.71 S FOR PARCEL 2 PER PARTITION PUT 2000-020 10"PVC 141.14 ) 12 - 3� IE 12'MM26e El Mpft SSIMI RIM 17 i. 9 SE000" OF BRIDGE IE 24"CMP 153.08' ZS 1��7'1C IE 12•PVC 162. 1 S GUARD RAM. CBS RIM 169.63 IE 10. 162.13 NW 30' WIC Glyytp RML IE 12•PVC 158.97' $VN Bt7NITA ROAD fain. IE 12•Pv0 162.°9 �W; IE IS• 163.20 (W) IE 10"PVC 162. �S) / /- ACCESS AND unlet EASEMENT q, ALC PER PARTITION PUT 2000-020 AC �► , �b 'y ' ,fib l�', �`b �*q', Av AC • ��G 'i AC '*46 ' CONCRETE CUM �� CONUM.IE CUM 'tN 113 2e Ac AC Ac AcAC AC 162.0$ a _ 182.10 • , ! • , r r • OII r r S� G TMR) re7.a • ,�� 'To `+b 175bti'#J 18p 19�' It°r 195 RVEY�N \ --�� I let. �'.r,',e2.7 1. 20. '4° •�6t.4 �w 170 CONTOUR INTERVAL = t' 1 , .`e 155-- OCTOBER --- 17, 2005 j \ q fit1e2.1ir -- _ REVISION: AUGUST 2, 2006 (TOPO TO WEST) • 101.4 112.4 WV x r • SD-_ 16"4 a ►tloH x- • Wy CH ��106.5 N 00.22'OO�M 170.4 174.1• 177.4• \ NG 11.63' 176.6 No 177.3• .177.1 ' WV ,�' 4l1 . 111.7 ~`'SSD _ 58.57 G . 101.1 159.40• 130.22 TC •100.'fil` ---'SD PUMP � .'DEC = - �- �------ v----= � �`i7e.e ` 177.2• v _ 1 SSD STATION N e5'12'55"E 110.54 a eboc N 89'38'00'E 311.00' e• 177.3• SDMH NGRIM 1159.20 % ta�1R . .112.2 S b wV e' W,04 HE00�� I'EE ?2"PVC 153.40 u 97 ) tr ,60.f J TC NG ro`I '�� /X ° 9'IN91E x ;179 6 1 • 0R rs, 167.52 0 • ^p 110.0• If ,2'PVC 1 95 let.♦ ,er EDGE 3 1 9' SD�L a C 20• HIo►1__.^ P3rJe00 Er 117.00' 4.Oa G NO 4 NG R 241PVC 133.26 ae • 82 �-� SIGN 181.6 i' 111.7 EP etiM� .93-I -�ye2j'?7 147.05 G R 1»a SD S� `PJ` GVL , meati' c, N a9'26'101 76.68' SD 1 91 a 170.06170.43 r: 20`SPR 175.76 o E ITIPIL 0Ep CUM 177.48 179 59 G4 '3!e 160.32 �, M ♦e a \fir p AC .t ? �NPe-"'� SD $ ,ate' 1 1�o.4�Ja < 1�ti G � h b l lto ON � �I 165.01 a�v4t - N 6 1' 0 E 1 4' 179.9 CUM! 1♦ ,e`' X62 ti� '.+ - �, � /� y AC ry x 175.70 G 179.41 S .e'40'00"E 10.00' �. VAD 15&64 136.64 ,�e 4P rei'Fr `e AC '1h -"'1,�- ems-• DI -g ----'y ._ . +74.75 G173.07 76.41 G :E 12"PVC 154.55 (E) Vol 10 01 _0 SS-----•--SS- _ •'`& 1eh T 163.73 0 --�1= _� _ V` _ AC ( IE 4-PVC 157.44 (E) tae9J �8' tee`' �, 1 -SS- ST --SS--- SS _,-O_ - - -6-8fi�6'1L�Y 15185_ I ,h $ AC •150.30 p \ �` ^ 173.76• 159.53. ,eti 4 ,63.26>C �+ s � 163.a2 106.80 G \eR 70 SS , '� �~ I 177.24• •179.11 •+60.30 •111.72 O 4G <- ,02.60 G 3D G S � O1, fCq ,� n ^ pi OP _�- G ^ 179.10 0 O AC '� AC fa ••Ia�a�°" `• M^' ,�yy , 47.49' +11!.13 - I __ 7 0 17e.03 a ,1y�,p ` , `�� .e'' �a' t e?►3 Q- ''fit ' 9° - CeMt ,, • 4 <G lG ery�6� •w,,• • , 1 e4 7° c O \ '� M O �i! yJ / 176.3) G 1E14�VC2153.67 tW) '��.+ ,��0� ��0 eti•� c' _.,rstE CAIq • •��.Y ' ,e :f jy S I N I f77.7 _^ 17&43 G 179.31• 15"PNE IE 4�VC 157.22 (w) ` .�e� `�e` •,, 102.01• •+62.40 '� � . • 1 54' S 89-38'00•W i� b�\ `�O 77.24 c n 'DEC ,78.82 c 1 p0 law �� "�62.49 8a 00,15 146• LIE 20.00' \ � � ! • 175.2 AC 177.79 0 FP c 1°0.16 S E►R0PE10Y \ ' 70 . 71. G :: 1591 G 10 55 7C �o, ' �d �e ,{i 10' WIDE G4 EASEMENT `' bo WV* I y: t. 180.1 AC 1e0.1 FOR PARCEL 1 \' rn FH 1 0.84 G CONCRETE CUM 150.77• 173.43 79.11 G � � PER PART11ION PUT 2000-020 \ \� H `�� ,•'• I SOIMI It 36 G 159.36 0 SSMH RIM 162.92 :. CO,�d SIDE1111 r.. r 0 C 16 t ` RMI 159.11 ,50.9 rC IE 10" 157.01 E ,\ SIE 154.83 _79 Ds' C 180.7- IE eo.7 IE 241PVC 154.19 RIM IE 10' 156.60 CBS N RIM 170.3° G �\ G_ oM 176. t Tl� No y°1° 72.04 1 177.41 1 S a RMI 159.54 IE 24-PVC 134.09 l 100.00 1C + INLET 159.54 c' -� �G , r738 C 10 160.1, c IE 12'PVC 155.39 S A? w/IAC �'1°p la �� '/� R 100.00' �� iL 4"PVC 157.31 (WIN) _ s' -- I 6 - 9$'35,50• i S 1041 f1CY" iii I 76.1. t 75. L `9 aellly o..s' BH - 21.0' 4 177.93 0 L - t 7z.ca' • 1y �� 179.71• x M 11.67 &C Parcel 2 e cE0 > ,� IE ,0:153.°7 C %w Ls..77" , s-rE� w IE /0' 15392 ,IV AC 170.86 G �, c 110.1 A IE 18" 152.39 'o + �i ice: ' a LEGEND 100.51 T'C $ c 13 I I 171.0 0 / x 172�' Parcel ,7oes a - - • - FOUND SURVEY MONUMENT IR • IRON ROD T.B.M. 19D.97 TC IP = IRON PIPE I 175.0 $ ALC = ALUMINUM CAP NORTH BOLT OF TOP PLAW;E y N • 173.0 q• 110.40 0 J V1 f 1 OF FIRE HYDRANT I^ 60.33 0 �p��p I ta1.03 TC W/YPC = WITH YELLOW PLASTIC CAP 110 M• 10p 60 0 ELEVATION - 174.76' (WASHINGTON COUNTY DATUM) �, ^ rn l 174.1 ,10.55 c �a x o WM - WATER METER 190.44• 1 • WV • WATER VALVE w FDC • FIRE DEPARTMENT CONNECTION ( �I 1ST AM FH - FIRE HYDRANT TOPOGRAPHIC SURVEY i zAC W-VI T - WATER VAULT y N C IE - INVERT ELEVATION O F y I NG � x 181.90 STORM DRAIN MANHOLE v 1 ,eo 4? Q SDMH • 170.74 r , r PARCEL 1 , 171.270 ' $ s If O CO = CATCH BASIN tJ0.J0 !� A ^ x O CBS • CATCH BASIN (SIPHON TYPE) n I � O CIMH - CURB INLET MANHOLE PARTITION PLAT 2000-020 A ti 1 N • CO - CLEANOUT •,74.1 175.• IN THE NE 1 /4 OF SECTION 12 I • DR - DRAIN � SSMH • SANRARY SEWER MANHOLE o 01.4 - GAS METER / n EXISTING / x' R. 1 W., WILLAMETTE MERIDIAN DUSTING 1°°•91• ,e,G2 G 6 �V _ GAS VALVE a T.2S., $ z o EM ELECTRIC METER a J-BOX - JUNCTION BOX ' ' a TRF - TRANSFORMER 3 City of Tigard, Washington County � y � � 1 � 182.46 o E-VLT = ELECTRIC VAULT Y 4! o SLB - STREET UGIfT BOX a 0 re g o n 8 I , �i 0, 'e J q•' , QW .1 Aa a re r0 �J xN W CBS N MM 170.31 g � LIP = LIGHT POLE a, Q p PP - POWER POLE N < PLP = POWER/LIGHT POLE a GUY = GUY ANCHOR O/H • OVERHEAD Q H Q' 'r ►'G x N SSMH RIM 171.58 tel 34 G W U/G = OLLA UNDERGROUND IE 1' 164.12 .0 'a Z i • BP BOLIARG IE 10 PVG 164.06 (N) 8 I� I ,11.09• o MB MAILBOX • ,73. 175.8• 163.07 d IE ,0• ,64.08 (5) o ,70.6, G • SP = slcrl POST �* 1 1 - FP - FLAG POLE N CBS E RIM 169.65 H r1i �► - r� '1 ! 4w x CONC - CONCRETE CB RIM 161.01 �� W-VLT '70.7° a `$ 1 $ d1 DVWY - DRIVEWAY IE 12-M 163.61 (NE) fl' I co - Mrs176.21 f FE 04 NG NATURAL GROUND IE 1'Pv+c 168.46 (SW) (N-LY PIPE) CBS N RIM 170.80 FDC 1Ip 1� h'� 00 - AC = ASPHALTIC CONCRETE PAVEMENT IE ."PVC 166.01 (SW)(S'LY PIPE) 70.11 o ` sS _ SS .^4' ss AC EP - EDGE OF PAVEMENT IE 4" PVC 165.26 (SW) MH RIM 170.32 109.15 0 IE 12"PLP 1°3.33 N) qAC EG - EDGE OF GRAVEL IE 4" PVC 164.16 (SW) IE 12-PLP 163.52 SIN) �► I I c� ,�G rrP •,�' I 18J•Sa TC - TOP OF CURB O e G • GUTTERLINE HCR - HANDICAP RAMP \ °P n x IE 12-M 167.46 (NE) \ � ( I 1173M* 173.97 E»lDfO � • = SPOT ELEVATIONt z- V ,78.20 162.2e TIM. 112.03 TC 8H = FINISH FLOOR ELEVATION ff 1'Wc 166.19 (NE) M I S'! 5' /� 181.58 G y x IE 4•PVC 165.49 (NE) I 173,116 C 1 :. 00 BH = BUILDING HEIGHT � ,71.27 - I �•> 1W = TOP OF WALL t 71.60 G ` BW - BASE OF WALL g9 DEC DECIDUOUS TREE 170.77 n zs 1 T1: • 1.1.70 I' FIR • FIR TREE ,31.9 17 c h � 4 1 G x O 174.14 ux MAP PINE •, PI TREE ! / 170.73• ry �' 1� .13 O , �, + C /•�- • 184.10 CED - CEDAR TREE 19 . \�r /� I +73.7+• 177.3 178.1 te2.11�7C 111.19 0 _ , - MAPLE TREE CHRY CHERRY TREE 161., 1 2 ry epp �1 a ,,6 �,* ,�� .► VAL - WILLOW TRS g I , �.(s �,$ •113.3 SPR - SPRUCE TREE I x CP - REINFORCED CONCRETE PIPE of POND ^• Coo 1 I 71. G . NO 162.59 a ' � � 184.59 PCP - PLASTIC PIPE , �- o �� WIC - POLYVINYL CHLORIDE PIPE '� 17+.91 0 �a 'qo CMP - CORRUGATED METAL PIPE DI - DUCTILE IRON PIPE g te7.ol� 1;°; 1e2.5e• CHL - CHAINUNK FENCE IE 1"PVC 165.79 NE N ~' 110 4 " •,70.63 eH - 39.3 1#6 ONE) 111.6 TOP OF aAW eP 169,67 00 01 ,12 76 c ,� Q•- OR - GUARD RAIL DCTRUOED CURB 172.23 0 i - X - - FENCE UNE � I - - G - - GAS UNE z 6' MGI•! CHA FENCE G i 192.94 T) - SD - - STORM DRAIN LINE elm.I N 49.29'51'E 100.00' !� �°• - NG 192.22 G _ - SS - -UNDERGROUND SEWER UNE J w!1 F� 116.06 TIN 12%AP x - T - - UNDERGROUND COMMUNICATIONS UNE, y 1ef77 I TELEPHONE DOW O2' 10' WIDE I E - - ELECTRICAL UNE. UNDERGROUND UNLESS a PUBLIC WATER LINE EASEMENT x OTHERWISE NOTED - C - - UNDERGROUND CABLE, TV 104.5 171.0• 172.8• o I I PER PARTITION PUT 2000-020 AC - 1M - = WATERLINE • 167.6 9 G�'L - GRAVEL T.S.M. - TEMPORARY BENCHMARK OWNER: PAUL SCHAT� ".0� ' 107'4 Nrt ° ' .��°` � 1°2•°°' �� WO ', •' • 185.74 SURVEYOR'S � 10"IMP I CONICPAD � � SURVEYORS NOTES REQUESTED BY: KARL KOROCH �� +a+� 0 01 1 PROPERTY LINES SHOWN HEREON ARE PER PARTITION P _ T.M.RIPPEY, CONSULTING ENGINEERS ,16.09 TIN > , , 1� I 162,41 G 0 LAT 2000 020 AND SURVEY NUMBER �p 172.1• 174.6• 17 .o 4 L 16344 G it 22790, WASHINGTON COUNTY SURVEY RECORDS, AND ARE FOR REFERENCE PURPOSES ONLY. NO (503) 443-3900 167.0 Q1 t2" W I •177.1 110.0 � +10.0 110.6 -181.4 +�24 '� 113.0 193.9 1 �O 173.11 BOUNDARY SURVEY WAS CONDUCTED FOR THE PROPERTY SHOWN HEREON. 1174rtl• 176.19 $ 183 SITE ADDRESS: 111.7 1708 10"MAP X J I I . 171. 171.7• • 171.9 •+tea +0 • 113.3 • 195.7 6600 SW BONITA RD. °+�•� 112.0 • 113.4 •163.0 .114,4 ?_) UNDERGROUND UTILITY LINES SHOWN ON THE MAP ARE PER SURFACE FEATURES, AS-BUILT MAP s 47 Ni 177,4 �� Ory x 111.34 TIGARD, OR 1 176.0. 11) 17°.06 • t 8679,4 No SPO SUPPLIED BY TIGARD WATER DISTRICT AND SURFACE MARKINGS BY OTHERS. � •, ° I pa t --� •112,1 111.1 •182'1 •y NO v, 1167• 1 177 tet 2 .tai. ��' 3) THE SURVEYOR LLE NO GUARANTEE D G THE EXACT LOCATION, EXISTENCE/NON- 191.1, TWO-411.14 tw + to •112,2 ,O �4 1q�' 116.0 EXISTENCE OR FULL EXTENT OF ANY UNDERGROUND UTILITY LINES FOR THE PROPERTY - t >•46 - ,es 86 SHOWN HEREON. I 0' MOH CM/L 101, , n• ��b �"� S a9'36'4e"W 400.99 JO�Mt �e, •�� AIL A �� • 94.3 • !94.1 x Surveyor: p 1°1.77 Weddle Surveying REGISTERED q/b'A4, ,V0 GIP ��° ^a� ,�� 1q►! �� 1e�?• I el�vr •114.6 PROFESSIONAL • 1750 SW Skyline Blvd. LAND SURVEYOR Suite 105 BENCHMARK rortl8nd, 4R 97221--2544 WASHINGTON COUNTY BENCHMARK NO. 485, A BRASS DISK •1°6.3 JULY IN CONCRETE SIDEWALK AT THE SE CORNER OF THE BRIDGE • Ph. (503) 292-8083 ANTHONY 3S. RYAN OVER 1-5 ON BONRA ROAD. _1 58833 ELEVATION - 202.884 ♦ O 33 Fax: (503) 292-0938 ' (WASHINGTON COUNTY DATUM) ,2 RENEWAL DATE: DECEMBER 31, 2006 JOB 0. 3901 rY ✓•Ygeu • ,` �,t.}'�th'+I ;' • � ,1-� ��`�` • ,N.+'+uY.e.v,ro�,.�:� _ -• . ..r..,,.,..�:;,..�. ..,.: ri•rrr�lY�lir , . ,e,r� ._ r ... .., r T �I t1'rT T I I I I�� I Ji �( li ' , ,} t � � ..11.1.1,,.•......r,... Y "'� i • ��. aY j - 9 • a .. .-. .......n"..114,w.r.awr,.wwn"r.-wrnr..,eM...........v..:...,w«r•.-w....-w....w...Mr.. ..r..•.++,au.r......w •. • � ;,. ..:............-...._ ._ ...r:+.+rr-•+r....r• •r..rro.,.... �� ....-. _•,,�.,�,.n.�• ..mw . 1M ..iww•.nse..r+rw-rwmn...rrw x..wr. ..w"•u••w.^wr,l�,"Aw..n ,r:++rM.r.-•+rw.n.v.w,•+.n r +.wwwry •i.w+++1'Yal ..,. .. ...- ..... ... ...... _ - .. ,sr.....-. w..rt... ,.... •.swr..r.-++...+,.r•.-•....a ...a+.+vz.+.r,w.w,".r...+.,w.. ....,.. 1 y � • ••NOM•I��r. •W m M{-.•#n-4�• ....n .. 7•.w• • ,eluwure a.. Ku ..+..uww.:a+.es"on•�.•.s..r-r ..ar ..ur.:.,.wr..ri..r.m... ,x..w..+4-rrw-+..n wPrMe.•r•..uar.,. "nw•ww,.ew.us:,Mwr.r..w•.+.r.sYwsWt.�.^-w :,..r*ra+f•.n.w••-••.wwn+"ww.•sw•.+-...»w.•as."Wa .1 1. �b Keynotes C _ 1. EXISTING SIGN PEDESTAL 420'-11j" 2. RED PAINTED CURB WITH NO PARKING FIRE LANE" PAINTED IN 6" WHITE LETTERS A7 APPROVED INTERVAL:' PER TVFM 3. REMOVE EXISITNG SIDEWALK, TYPICAL MILDREN DESIGN GROUP, P.I. 6 4. NEW SIDEWALK, TYPICAL A14011TECIUNr: • SPACE PLANNING -- -- 5. NEW ACCESSIBLE SIDEWALK RAMP 7650 S.W. Beieland,Suite 120 - - 6. CENTER LINE BONITA ROAD 7. EXISTING GUARDRAIL TO REMAIN Tigard, Oregon 37223-8692 S W BONITA x I R C 52 L Voice: 503-24-0417 E IS ING� M IN, I DA AG D R PLACE PER ODOT Fax: 503-244-0417 N 1 SAD S GN T E AIN • 11 13 11. R M E I TING AC S D A K AND IN TALL NW 6'-0 CONCRETE SIDEWALK MEASURED FROM FACE OF CURB, PER ODOT 13 • SADRDR 70 1 OPRIN IGAE - SE EAIL ti 1. • 13. MATH EXISTING SIDEWALK 14. LANDSCAPING - SEE LANDSCAPE PLANS AND DETAILS FOR j 15. NEW ACCESSIBLE PARKING STALL •v� 16. NEW VAN ACCESSIBLE PARKING STALL 17. EXISTING TREE TO BE REMOVED 18. BUILDING SIGNAGE, 8" HIGH, 1' THICK DYNAFOAM WITH PLASTIC 14 OVERLAY AND BUILDING NUMBER SIGNAGE, 12" HIGH, 1" THICK DYNAFOAM WITH PLASTIC OVERLAY 19. NEW .30' LIGHTPOLE WITH 250 MH CUTOFF LUMINAIRE -x x x \rt 210. STRIPEDLPAINTING AT ACCESSIBLE ROUTE NTED 250 MH CUTOFF INAfRE 22. EXISTING SIDEWALK 11 23. DO NOT ENTER SIGN •- SEE DETIAL 15/A1.3 24 ONE WAY DIRECTIONAL ARROW, PAINTED R - - - - - 25. PARKING OVERHANG AT CURB, TYPICAL 411 S 1 S 8 x---._x - - - - - - - -- _ - - - - _ - - - - - I 2 . OS AD R S SERVED BY DRIVE TO EXISTING SIGN E C T �Ili-3 OF TIGARD DES,GN REQUIREMENTS, UNDER SEPERATE PERMIT • • #27 28. REMOVE EXISITNG CONCRETE STAIR AND RAILING 1 Curb Types OF 7- III = EXISTING CURE TO BE REMOVED 51'-10" (6 EQUAL'S S) 6c:'-h" (7 EQUAL SPACES) ° I - _ - - - - r _.__ _ -•=-�--- 54'-O" (6 AT 9'-0") 36'-0" (4 A 19'-0") 54'-0" (6 AT 9'-U") I ° - -- - - -- "- - - - -- - -- - -- - -- I W-7" �1 9'-0" 1 9_-0" 5 I #26 - - - - - - EXTRUDED CONCRETE CURB, SEE DETAIL 8/A1.3 _ _ I ir 27'-0" (3 AT 9'-0") A1.3 o CAST IN PLACE CONCRETE CURB, SEE DETAIL 9/A1.3 �l 6'-0" 9'-0" 9'-0" 18'-0" (2 AT 9'-0") At.21 0, _ ---- \\�_ - - - - I_. -- .,• - .1-53' "x(6 11 9'-0") .. i II 1 6 N7__.�' � 1 o I ILa-0 A1.2.2 11 0,1.3 I I II I ! I I II I I 5 �177SW BONITA \ \ 3 O moo -------------- -- - - 1 0 7 22 \ ; - rli - - #28 a \ - - wL w w ,�,• 1 Q, 21 (I ° 1 r 1 28 1 1 1 I x O Owner: 1 1 68� I 1 o I -__-: x PHASE II - PACA 1 ' LO BARKING Properties, LLC D o o am O I x ,w w w w w w w w .www � a o -#25 C Il _ o 6600 SW Bonita Rd EXISTING I o l 27 Tigard Oregon 97224 d �� .y�� B L�.DIN G FF-178.28 �x (10 ` I � Il iv o) PHASE 0� o I ,_ - Q x Project: PARKING Q I 4 ° t Paul Schatz Lo Furniture - r`Z111I . Thomasville 28 i ) 0 7 ' x II __ o I x , , � ►-� 6600 8 6650 SW Bonita Rd 13 PAUL SCHATZ I •+ ^26 I 1 k Tigard,Oregon 97224 23,486 SF - �LLJ ° 1 ` - - -- I I I I Q Ld C0 _ _ fix"I I I #5 - o o °f II� I I x Li Sheet Title: I15 Site Plan I _ 1 N < -- 8 II\\ i t x z w % 1 , 26 2 I 1 I' I I - II t - �i24 r� A1.2.1 i 1 1 LO _ II I I x 1 A1.2.1 I I I f` ' www wI 10 ! I • 1i �3 Driveww r- > I �IoAan x 0 5 10 20 01 1 ; 1 1 THOMASVILLE �� 18 ` } I�� ♦_____ / 16,143 + 223 - II 4 16,366 SF - A1.2.1 \\ I I -..T'--9 FF-178.28 FF-182.281 w AM- 68� 1 I11( 11' 1 �^, II I I 'x Revisions: ! ;� �)) i 3 I -- I j I 1. 13 July 2007 "OAK ! I A1.2.1 ' II I w w I II I X 17 I � I I Value Engineering • AP I it III I I I MAP 17 I I IL I I x b y e AP �/ 24 II I I 10"MAP I II �- N Q7�A(5 AT 23 II i 7 19 17 �►13 -#17 - _-_-- - - --�� I �x 1 �- \ 2 , 8 I 'I 12 � 1oMA�Px3 1 20 � CQ� I N18 I 20 19 4 21 20 / 011 201 - - - - - - - 17 eDEc pZD 0CHRr 17 17 /� 22 17 � 3===- - 12 _ 0'\_ _ J X14 _ ._ _ � r MILDREN DESION P G, 2007, ALL RtOH15 RE�1tN•D ' i 17 24 1 "DEC - - y� 10 DEC t2• _-x�sx- MESEMILDRO�ADEWO a10lPi.a p MIEOF OFt REPIWOUCO N ANY x- x PERMISSION OF MILDREN DElIO' ON". P.G #15 x MATMITEOR, EXCEPT WITH THE PMM VN j,EN 23 Date: 13 July 2007 Drawn by: Checked by: MRW WEM Job Number: 106051 Site Plan Sheet d �� 0 5 10 20 40 Permit Submittal - May 2007 A L I • � IY �' 1�1� �C1P �11TiT�T�r�7 T T^T �1 1 4k: • 1 h ' ..-,..,r,,..... ,...r..- ......,,,..T....,-+.R-...w...w........,•...,.. .....-...�.........._.,e.-..".....•�.....".....w.-...+....a, ....+....,..rear.r.r......, . _ -. ~_,. ....:. ,• , '_ ..�r....a..,,......,.:...c.,..u,a..r........•.r....,�. •.. � w.n,.r,.-..,..,osa,�. .w.*rr awY•..�w•w•IVw,w., ,t v 't•:.,. aw.rs...n..,...w•.•.r nwe.".:..-....•.. •,.•,.�,s.�:.•w,.•,�.,-. -.,...,..w."..�,+,-w..----_ rw •4i.+....� rrr •aw."�.a.a„w�rw.-•w+�r.wa i.rww��rwirrMw.�r,.,air.•.r�,....r,. `•' -.�.•-•ww.�,...,...:.-..+w,a..."..:•...,.•..,.r•.+w...ww,+r+,...nse.r.•..e...,..wr•a•....•..+rnr..a.....,.. _ .. :.�„na++rmr*.s.Mwww,•rr,nn.n,.•.w-...,. _•,.-,r"oswr.. ri1aN►Maa•g11�• vr�.wn.rn.rtw+w+•w:.r...r..•,,.ufv«w.ue+Y�I�Yi11hw, .np,n ..,raiwwr.swrwrrr.nlM::.:.«..,•.••+w.."^+.s,•.-u.+w rwr+�rrr:aw�+�••w.wr.•1�M�.- •e...a:.r.....�.ry.+.•.¢••..._."... �--,..r.+w.•+u+ w , d. a 1 4 T r •7 -4, •'i •• 24"D1 \ 1 178.6 F�').2• 177.37 77 _"- ter•-- - 167.52 - \ -x _ - �l 177.25 rtC ry H'. �Q t 80.9• ~ _ NG 176.75 G F 17 1 TC E 178.20 TC Nc Q 4.bS c �Lp 1 G E " \177.70 G 1a1.s• ! 16j !4� ) 187.05 G I � I �/ _ � 17a.5� +Ao 4 P I _ eti�" �' R1 0 88A 1 I I�l G Y I,I 175:79 G -- - X_TRC 1 n. -T- 'i; c •\ e, �� 1 9.90 ITC ' C AC v ^1 as.o 1 / Q �! I. 17.45 I C '/178.1 5 9.40 E 1 9.90 GC c..G 'ct 6S a TIG �[M 174. c 95 E) 17725 T E t•-- a 174 5 c-� 75.49 c 117 45 G E I \ I '02 EXISTING CONTOUR 1 FOOT !NIERVALS 175.07 •• Q7 178.50 T�' 180.10. TC SAWCUT 163.7! G / w SAWCUT i / SAWC ' I SA UT Ac - 178.30 TC ^� �9T0 G T7�� 1 _� i -100--------- EXISTING CONTOUR - 5 FOOT INTERVALS 16t 31.31 rCo 1 I_ s o.3o c � 1IC �0 177.80 E AC 14.00 / c t -- _ 102 NEW CONTOUR - 1 FOOT INTERVALS' ,sh.au Q , 173.5 178.65 TC la P v G �h 176, cn7990 2 ^ .os c 176. 178.00 TC/G 1780 �I CO `Y e� 16, . O 1,1290 c - - 177.34 TC 1177<50 177.90 `-178"5� { " -100-- NEW CONTOUR - 5 FOOT INTERVALS itiT 7e c _ �5 � Q - � / ns. 3 X176.84 G (E) � 0.35 TC C7 ' I 177.87 is 177 48 TC 17 .30 TC 178.35 TC -- 17 1 9,8 E .35 TC U 100.00 ' I 176 98 G E k 7. 0 G E 7 G _ I h 77 885_ 1 0.40 TC ---- SPOT ELEVATION 3�2�F0 TC 1„,3; 75.2 1 + 1 1 91U G E ..4 II 70.31 G ' Y � 1a CB Z , H _ b, 1 0.60 TG RIM 10 CATCH BASIN SIM ELEVATION c1a TH 6.84 t'1/9.85 TC 1 0,10 G C S � 17 .10 1 2. t 7 t RF1�S1 f f t • 179.35 G 1 70 TC MH _I RIM 100.00 MANHOLE RIM ELEVATION N ' - 1 .20 G / 1 _ 178.25 / •/ / ti i �,� `�,• -- - - - - - - 178.45 - - - ,�'•:• M (E) EXIsEXISTINGu 9 93 1•,. h,, 723 1 1ery 176.60 TC 177.90 TC/G �\ 'T I 7s.7a• SAWCUT N CATCH BASIN \L +n,. 178.2., � 170.86 G ,, 172.45 TOr 172.3 TC�'G 178.00 1: ' .20 G I '11. - 176. T r I MANHOLE p�pgN I 1733440`rC ti.° 172.90 176. G 177.90 Till80.09 T �� 172.90 G 17 •1 178.00 178.45 -� 180. T RAMP 170.5 r - X172.80 TC 180.25 G 1 I 172.85 TC 172.30 G 177.90 TC/G 1 � Q EXPIRES: 6 30 09 1 172.35 C 175,0 178.00 - ,a1,. 180:8 I '�j 1 1"�0'TC WERAL- S - �' I, 172.35 Tt;/G 7 1 �� ,eo. BI1 0.7 G r180.90 r ,au.3s •/ ' a' 1. ALL WORK SHALL L CONFORM TO THE REQUIREMENTS OF THE JURISDICTION 177.95 I'll ,'o'S5 TC 180.40 Gv �b AND THE PRWECT SPECIFICATIONS. - -�I 1I TC o- ---- 180.44. I -� 172. 0 G (E) A2. THE CONTRACTOR SHALL HAVE A FULL SET OF THE CONSTRUCTION DOCUMENTS INCLUDING ADDENDA ON THE RO F APPROVEDENT � K,. ' AT i 1 T � t I I 180.55 G -t8p�0Tec i ALL TIMES. p � FF 178.28 180.40 G E ��+ s0 p� II 3. THE CONTRACTC,, SH41 NOTIFY THE OREGON UTILITY NOTIFICATION CENTER, Q � ,7 ,74 c �F %� '//• 1 1.30 TC 0 TC �a ", ! 3 BUSINESS DAYS PRIOR TO ANY EXCAVATION, BY CAWNG 900 332-2344.I I+ >>o.i h- FF-23.60 80. 0 G E 6° , 1 0.80 G - I s - --_ SAWCUT I 4• SUCH GAS OTE IS RESPONSIBLE FOR COORDINATION OF FRNATE UTILITIES z Q I� � z . POWER. CABLE TELEVISION, ETC. CONFIRM VAULT Q t 175 a• N LOCATIONS WITH ENGINEER. i TC E 5. THE CONTRACTOR SHALL KEEP THE ENGINEER AND JURISDICTION INFORMED 181.50 I jl 172.C5 TC OF CONSTRUCTION PROGRESS TO FACILITATE SITE ORSERVATIONS AT I 172.35 G v I - 181.00 G (Es,• REQuRED INTERVALS. 24-HOUR NOTICE IS REQUIRED. ! I f Y 181.70 TIC J� I SAWCUT r - 181.20 G (E)' •i 182.48 6. EXISTING CONDITIONS BASED ON TOPOGRAPHIC BOUNDARY AND UTILITY f / \ 3 1 1, TC SURVEY PREPARED BY WEDDLE & ASSOC. DATED AUGUST 2, 2006. 173.40 TIC ,, �, '�\ 180.55 ` � s 9 d 172.90 G - °oma/ 'w I fl.40 C; 7. FINISH GRADES ARE TO BE BROUGHT TO W,„iIN 0.08 FT IN 10 FT OF THE _ - GRADES SHOWN AT SUBGRADE AND TO WITHN 0.03 FT IN 10 FT AT FINISH 1 40 TC I 17 -� I IN; $ 18T.E0 T E I �` GRADE. CONTRACTOR TO ALLOW FOR PLACEMENT OF REQUIRED TOPSOIL 'N j� 172. C G i I ROUGH GRADING. 1 .90 G (E) 1 1-10 Q'(E} ' NG SITE AND LANDSCAN PLANS ARE 8 D 181.851 TC 16 c FINISHED GRADE,ONS WHICH INC UL DESAS SHOWN �SUBGRADE SOIL, TOPSOIL, SOIL 13 I� ,�o.e1 wM Q 17s.e AMENDMENTS. ROCKERY AND RUNOFF PROTECTION. CONTRACTOR IS _ 181.35 G E - 'P z �, REWONSISLE TO COORDINATE GRADING WITH BOTH EXCAVATOR AND - yr 1 192. 0 7C 1 !v �. o a4 1.85 TC SAWCUT } . �JJOSCAPE CONTRACTOR. II ;� �I7�: 'TC •, ,� I 1,►{1.00 G _ =�-�-- _ -181.35 G to 40 TC/G 75.07 T � ..f,7o.9/kTCH �X!S1IN I ^'� '\�"_Im.50 "�' � °0 , 11 1'L c, CURB 1E / �- _ I I AC b 173.00 G (E)/ i „' \ . 173.16 G Ij S 182.15 c�� .d0 TC •� s' '^\�� A` Q Y �. 172.66IG (E) ! I 0 i 173.97 1 _-_ 182.95 TC ! Jc 1 5.75 I ` 0 /I:73.53• _ 182.20 TC - "al 181.44 G ! ( / <J Q f !78.26 •t 29 � , � 1(181.70 G t:•3.ss c � � ,.:,e c , 182.30 17 r, 182.20 TC 1787" c. SAWCUT '. j �\• TRF 181.70 G - - "�; 182.75 TC ' 2 -TA.0 3 G Q 05 R, 182.25 G - r a '� ,, 36 t ;�%,y, t 172.90 G i 170 73. Z.�., 8. 8. � 1 1114 . 168.. � 05 , G I' +o I 183.25 TC 175.00 G p 173.00 TC I �� ! j 3.50 G/ 172. 0 G0 1 1. 5 G 182.4 182. 5 G 1 171,98 G 182.10 'YdX?'9f1 C ^y 172.95 TC �� / _- cl 18459 r 172.45 G _ CB 71.9e 182.20 i A� 4�, •''�y� IV 1a7.0 iM 1 - - \. 4, i s �' °II \ . ,,�o�3 172.48 TC(E) 182.25 •X2.00 TC \- -- 1 1�6.d (E)! oil 171.98 G _ 1 7.34 1 I 9 1 to G I 181.50 G , 172.60 TIC '4F w x - 98.5 182.,50 TC •_ 1 4.00 G 175. 2.2 172.10 G (E) FF 178.28 FFa182.28 --- .. a_ 11 ` i 173.1,5 182.20 NG 171.95 G I �.2 >05 rvr r ' 182.25 1 .90 E 175 178 77 1 a -173.20 - - j 182.95 TC 1_ I.3 TC -�f7F3.30 TC j 178.20 181.5 TC -- 182.45 G --- -- - -- 7 1+' 1 G - --- t y 174.30 GG 182.15 M 1 183.50 TC ❑ 178.20 FI 181 75 o ! 18 G 173.4 8W 17;. BiMY > 1�.10 TC .. v , 1JY of - R V1+c p4jC RIM-1 7.80 Te, 176. 0 o 179.00 1Z$, / 1 � 173 5 G 175.60 G ]7L'.p� 181. yrs • R _184.00 7C { FF-178,28 $ - J f Ti4 ', , '� , •��^:� - 170.14! - - __ i J ` f. W � ' 15 � ,� t7 • i g. ` O.it. -- - 1 N�1 G� _ / IN1.44 V � �` � 1 •1l-' u4lr.S/ 1 rOf}7 ,' -. - 190. _ - H_ S_. - - _ 'P,t:� - stat MOM!�1At 11R Flt KM w -119 1 s i.o _I-T �1 173.40 j Mo AK WT to K uat at�w - -� r a ,' �t • 177.7 ^ •iBJ.s y3 s 5 II AN1i YN8H1 F]IfBT 8111 1K IMdF61 -.__t8 1f♦�t ]� /^j 18. C tMIT1E11 PC OF T.Y. I�Fy CB �\ - „ � 179.4 1d' 181. 0 TC l`o f' 0oimwo 169.40 e0� , r 0>t do • ^ 9 j; /� F 1 1 re< NG r 180.70 G 18e.34 j Fnart�s 81G iib,;+ N 5fi -, v, • r' _ A I i n► 1 C- -- `\ < 191.97!"482 �j t NC 1 DATE: �1 _4 _YH 1181. j �, 85.7 � �-• .�. � � l • 181.13 PIIS NAMF:-C 1.0 -- -- --"' ^-- 84 DRAWN BY:" I '•��• O _ 1�e ` `; �__ 1e• - -- 194. 5• 0 _ X .p X h , 186.56 - _ r.1nc 170.25 TC -.._ ,tti. .� -...__•.,` ----• \ -�; _ _ __ .�, a, ti ,.. '' � Y ---- 1--� 3HFF,f W9.75 7 s fir, -�. a' I _ 2• - ,a4, � L�( 0 33. 1 7..x15 V c - 178.40 TC -`_- - ` _ - 186.77 / 172.7 TC �, 177.90 G �~, "s- 183.50 _ 1-�_ d TC , t"�1 G 00 C 172.25 G NORM178.20 TC T82.5G 182.60 G \ � Tj 177.70 G 0 gry"•�\ ¢ w� t 10 • SOMA r W \ • 185.3 � \ Permit Submittal May 2007 PtoJwr N,,: OF "A 1 ��.� , 11,1 �� I C T T 1 TTT T 1 1 I .� '1 1 ' ' IT r T 1I1 j �Trn I � � I ( � ..' ... ... ..�mi,......two",�wa,... , ,..,,:., .,.,.ti,;w.ti.,, :n:rgrx•�.sar-s 1 ♦ � •W 1v, allulUl uuU�. i ar'j' ti ..... ,-... ..._... ...... .:.:....a-.Y...•.a....,..... .,..:,.,... ... .,...._..... .._............,..,v". ,,..-......•.,......+. ..........,,. ....,.,.._ N yr q �,.� ......,. .aux......-,.._.w.......wm..... ...- ._+m..s..-..,......._ . ..-YrYr-w..------ ....,....+IL..... " �..� u'(i"4,. :•, • _.;- -. ....n-.. .., we .x...e....n.. ......,__. 'M*+v+ l.rr► ...x.......,,,_a.+re.•.r►..r .+...•!••-c,..,.Yr.r... wr:..:..+.,-..:,w_ ._-r _,. .+ . ..,s.w»,......-... ...... ,_. .........,.. . ..vw-n..nn o.,,..b....,•.•... ,. _.,�,;,•+r,w.�,nw ., ..vim x'{7 'N I. 11 r"L 11�� 'y}N.Tt Vr f. Js y L� , 9 1 176.6 2- BY• 177.3 CONTEC .W SIX / 2 SD 'w CARTRIDGES ��_ �' C X -- 69-069EXIST,) `== E \. / ..E.`` . ,�a. / p ao 9• / IE IN: 164.60 (1O• 6752 �T==- _ t - NO �' `., / '`� C tl / Guy `\ D No - 8 8'00 7 �a � F �� LP B fir' 1 0 GC. _ _ _"E 78.68' j 16 91 crit ill IE . ° 175J6 G xTHU CUR 177. / (ACq � � JI ,� ___ - - S'pItAC f I I 175Jy G e✓ - /��" I �� 174 rl75 G 75.46 Ge a TO EXIS11" MH I1I t 7s o7 MB EXISTING X83.73 G ( IE: /1 % Ac ( w .� ,fir NEW -- - ,::� -+-- {} ' 623 S� -�-• �tl��_��^ I ^' i ACw I SD i I SANITARY SEINER LINE SS x.22 Y'I_6y�1 rc 1 „t - _ / 166.80 c\ , ea. �� - ;1 S h ►�-e�• -- >/ 179.18 STORM SEWER UNE �! W �1 FIRE ATE LINE --rW 1 - 1 T ! •0 11 t 64 so G T - s�• 6,•/" 79.60 C� 162 6b G �' 1 _ - h"- S;84.04'21 ."" Z . (' -/O t r ��_j�.166.ti1 �, \yy�� - .03 G o ��H DOMESTIC WATER UNE ----- LId - f .I J �„ 16''6 \ EXI5 5 'r90 6" 17x ��, TELEPHONE UNE T - C7 104 19 G CURB / �- \ �.- 176.33 G 117.87 G 17 . c - ` ELECTRK: u'�E --E __ I . - -- h � 1 79.3'. _ �. 62. 5 J I NATURAL GJ5 NE _ - 1 a - � e, S 6.1 I / / U G '� I � o r� \ 70.3.A >n ✓1 iNY B ! p ' 10' WIDE GAS EASEMENT _ _ T. FIRE 1� I rN� 1 i 864 CONCR E R \ t 7<)t'' G - \ CAI�H BASIN fIEVATKNIS CB _ GM FOR PARCEL 1 G f I I I RIM 100.00 Sa+ RIM 162.97 PLR PARTITION PLAT 2000-020 \ \` YrAL NC I = IE 97.00 n" 56.60 7 08 (A' ces N 1419,1 170 3s _✓ 60w S I 4 72. t ti 77. r to .7- 1 s MANHOLE ELEVATIONS MH R14-1 3.5 MI T _ _ _ E, .4 + �� FLIM 100.00 \��FO FIROFFI' IN' 16 (6 f s.a r I IE 97.00 1 .50 Ow �) t " vT 179 '1 G I tE0.86 \ 6 t 179.78• EXISTING (E) �v + 0� DOWNSPOUT 0 DS Parcel 2 CLEANOUT .CO MANHOLE p • I no.a6 c - 0 I 76.0 6' SD 7976 _ 80 0 ^�O- s o FIRE HYDRANT *FH r G� �s I 1 W CATCH EuASIN ■ �L KOaO 17 I' (� I _ DO BLE DETECTOR CHECK VALVE ®wCV EXPIRES: 6/30/09 DAMP ,7G. G a r c e I 1 owM la - FIRE SUPPRESSION FOR 181'25 BACK FLOW PREVENTOR IEBF @ ty^.y7 tG T.B.M. y fll C/)i 175.0 EXPANSION - 190.40 4 NORTH BOLT OF TOP FLANGE _-_ I WATER VALVE ■YVv BE PROVIDED FROM EXISTING ,5a3, c OF FIRE HYDP.ANT - III , BUILDING FlRE SYSTEM. - 180.55 G ELEVATION = 174.76' (WASHINGTON COUNTY DATUM) _ ,Y j SEE PLUMBING PLAN. 119 If DIA- I n 1"0.44 ' -- UET NTI PIP 0 N � I NOTE$ �I I -- i FF 178.28 �+ _ t lU.7a � NG LP I 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT EDITION OF 71.27 G • I -� o THE PLUIJRINiG CODE, BUILDING CODE. AND THE FIRE CODE. WORK SHALL ALSO 17070 ! LA I CONFORM 1) THE STANDARDS OF THE CITY OF TWAM AND TO PROJECT '� ul SPECIFICA%rIS. !'� 0 p¢S I ( J ! 2. THE CONTRACTOR SHALL HAVE A CULL SET OF THE CURR9NT APPROVED " U 1'' 1 75,6• ( - - - � CONSTRUCTION DOCUMENTS INCLUDING ADDENDA ON THE HQOJECT SITE AT ALL ' I IE: )7.10 EXISTING O TIMES. BUILDING -- -- y ,e. ... 1et.a Z 3. THE CONTRACTOR SHAM NOTIFY THE OREGON UTILITY NOT19CATION CENTER, 3 1 1 W ( r I .S. CONNECT TO EXISTING c 182.46 BUSINESS DAYS PRIOR TO ANY EXCAVATION, BY CALLING IRV 332-235". W WATER RVICE. MATH a !s• .� •, ISTI G'W TER I i ,, r�� •� EXISTING SERVICE SIZE AND �a 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF PRIVATE UTILITIES SUCH ces N RIM ,70 31 I I I I 60 ' ,� '9 INSTALL PRIVATE WATER METER W AS GAS, TELF.PHONE, POWER, CABLE TELEVISION, ETC. CONFIRM VAULT LOCATIONS --t s AND BOX. CONTRACTOR TO J Q WITH ENGINEER. VERIFY SIZE AND LOCATION \ I 5. THE CONTRACTOR SHALL KEEP THE ENGINEER AND JURISDICTION INFORMED OF Q _ PRIOR TO CONSTRUCTION OR ,-_ NG N ^ Vi ORDERING MATERIALS. - I I CONSTRUCTION PROGRESS TO FACILITATE SITE OBSERVATIONS AT REQUIRED SSMH RIIA 171.59 1�1 ' W INTEhYALS. 24-HOUR NOTICE IS REQUIRED. F. 10 PVC 164.06 (N) 464 6 0 7 161.09• tb1.34 G IE e" 164.12 (E) -, ,�s _ °j_ 16".07 Z 6. THIS PLAN IS GENERALLY DIAGRAMMATIC. IT DOES NOT SHOW EVERY JOINT, BEND, E 10" 164.06 (S) - 9 SF 70. - �" y FRTING, OR ACCESSORY REQUIRED FOR CONSTRUCTION. E RIM 169.85 �� - ' t .79 G ,)!� c, 1 i ` w-v t p \ F __ o .9 a, d> o __-_..._.- 7. CLEAN OUT;. SHALL BE INSTALLED IN CONFORMANCE WITH PLUMBING CODE CHAPTER 48• ACCESS MH C, SEVEN, SECTION 707 AND SECTION 719. NOT ALL REQUIRED CLFAN OUTS ARE LY :; ces N RIM 170.60 - �_ - v -� loss c �� '� <' RIM 172. 80 MATCH EXIST. " ' I°? SHOWN. P"' I --�S- IE:185.60 ` 1 SDMH RIM 170.32 t 69.85 G --6�3 _ Ac - ;� 8. EXISTING CONDITIONS BASED ON TOPOGRAPHIC BOUNDARY AND UTILITY SURVEY iE 1 z"PLP 16.3.33 N) `�_ I INSTALL 2 FLUOR DRAINS. L J , ,a3•;,c PREPARED BY WEDbLE do ASSOC. LOAFED AUGUST 2, 2006. i U CONNECT TO EX TING I IE 12"PIP 163.52 �SW) ~- - � �.� 1 �XIST. I Z \ I J DRAIN. CONTRACTOR , 9. THE CONTRACTOR SHALL 11ERIFY AND CONFIRM EXISTING CONDITIONS. NOTIFY o F�2 ] EKTRUUEG TO VERIFY SIZE AND -- r ENGINEER OF VARIATIONS IN CONDITIONS SHOWN ON TYE PUNS. POINTS OF IE 12"PVC 167.46 (NE) -� 1 �� \ i / y A I Ill!!! 173.97 CURB LOCATION X14' EXISTING DRAIN. - " 0-, r / 1 3' c CONNECTION TO EXISTING UTILITIES AND LOCATION'S WHERE NEIN UTILITIES WIU. 1F g• �,\ ___ NOTIFY ENGINEER OF 78 25 B , ;a `t f'l ItrIETER DRAIN - CROSS EXISTING UTILITIES SHALL BE VERIFIED BY POTHOLING PRIOR TO E 8'PVC 88.19 (NE) �^ _ / a"P',rC 55.451 (NE) `` �`�� u' ! / 17\31�,� 1 POSSIBLE CONFLICTS. 1 10 TEST' (77.00 CONSTRUCTION OR ORDERING MATERIALS. IT IS THE CONTRACTORS RESPONSIBILITY ,r tit. G / ' _ _ I EXISTING FDC ON BUILDING TO SCHEDULE POTHOLING SUCH THAT IF CONFLICTS ARE ENCOUNTERED, SUFFICIENT ` ` A YRF• L-- + 'ti, I TIME EXISTS TO PREPARE MODIFIED DESIGNS AND HAVE THE MODIACATIOMq .��,/ ,� cc 169.g\'\ 170 7^lJO G �, \ 05 TC m I' APPROVED BY THE JURISDICTION WITHOUT IMPACTING THE PROJECT SI HEDULF. �`-• � r 'r... �•-' 3 -TW- 1. 73 G . 181.70 _ I b9. \.` \` / 170.7"• /,I ,� I 11.1.77. i i 4 19 G 6.1181.8? c ) �� / 16".10 10. STORM DRAIN FITTINGS ARE TO BE ECCENTRIC. � 1' `�'~' 11. SITE RUNOFF HAS BEEN QUANTIFIED THE RATIONAL MFTHOD. PIPE SIZING IS BASED W w ` �vc 1 • te'' ON MANNING'S FORMULA WITH N-0.012. IF THE CONTRACTOR DESIRES .0 B PERFORATED_-_ SUBSTITUTE MATERIAL WITH A DIFFERENT N-VALUE REVISION OF CALCULATIONS WILL I POND�- coo / PERIMETER DRAIN I 1e G ,a HIC SIGN BE NECESSARY. THE CONTRACTOR MAY CONTACT THE ENGINEER FOR THE ' 171.. c IE: f 77.00 I G ta4 sa REVISIONS. .71 gm s" sD 0 1 x I -� 167.0 �' Is' IM 'i / 9 12, DOMESTIC WATER LINES AND ACCESSORIES BETWEEN 11•fE WATER MEl•F7t AND THE x`1E: 169. 0 . y!o - ---- " t 2.s \ • "%� 'F` 7q (NE) --'' TOP OF BANK � I ,e 1BUILDING SHAM BE INSTALLED BY A LICENSED PLUMBER EMPLOYED 8Y A LICENSED E', , BP°I / it 162.76 G , �, PLUMBING CONTRACTOR. ,ase• 169.57 c �E: 166.40 Qt FIT=182.28 13. U11UT1ES WITHIN FIVE FEET OF A BUILDING SHALL BE CONSTRUCTED GF MATERIALS t JA 6' HIGH c1�Ili --!rrCr_ `,, _ __ -�_ -- _ _ ! " FF 178.28 - z 6 SD O 46X 162.54 GNG APPROVED FOR INTERIOR USE AS DESCRIBED IN NE CURRENT EDITION OF THE 6s os w PLUMBING CODE. 14. CHANGES IN DIREC71ON OF DRAINAGE PIPING SHALL BE MADE BY THE APPROPRIATE T 1 _ USE OF APPROVED FITTINGS AND SHALL BE OF TIE ANGLES PRESENTED BY PUBLIC wnrER LINE SLMLNr �1 - / ONE-SIXTEENTH BEND, ONE-EIGHTH BEND, ONE-SIXTH BEND OR OTHER APPROVED ,1,'FNT()R l� _ FITTINGS OF EQUIVALENT SWEEP. 1,4 s '�. 171 / e• IN BOX TO PROVIDE ACCESS. � -� a • '67 SIZE OF BOX TO BE DETERMINED IE, 179.05 ti 15. INLETS AND OUTLETS TO ON-SITE MANHOLES SHALL HAVE FLEXIBLE CONNECTION NO z > I - a .50 I� " BY CONTRACTOR BASED ON FI u,' CLOSER THAN 12" AND NO FARTHER THAN 36' FROM THE MANHOLE. q Z I • 1674 No �.. --6 6D O 0.75% INSTALLATION DEPTH. IM=1 .� U 1 9• 6" SD 1-Y N,., / NG " IE: 176.5 IE: 176.80 16. MANHOLES SHALL HAVE S►.JO1H, UNIFORM WATERNAY WITH CHANGES NOF DIRECTION J a 6 SO 1 X 8 SD O 0.75X 4o NC 6" SD O 0.'75X / o MADE WITH THE APPROPRIATE SWEEP OFFSET PER THE OREGON PLUMBING �S >� _ P �r 6' (50LI� S / PERIMETER DRNI s SPECIALTY CODE. IE: 77.00 'C� yY,tt0o TWAgEmsm - - -- - - - - - - -- - - - t 1 163."4 G n 17. PERFORATED PIPE TO BE INSTALLED AS SHOWN. BACKFILL TO BE PERIMETER DRAIN 167 0� �D •� v, ' s• °, / ,77 - - 1 OPEN GRADED DRAIN RUCK PIPE T O HAVE DRAINAI�. FABRIC SOCK AND TRENCH TO AL nl�tY a�oM�tlla o w- r 74. i 17 r - _- J J� �_ _--_ _8 � t .9 I" BE LINED WITH DRAINAGE FABRIC. n o N[dOT to K un 9R j +66.i 170. I p w_ • 163.5 " 183.9 �� N ANT MND 01�'T NTN RE III1Q� • 6.A 177.7 182.9 5� . • 185.7TM )OF T.M. 111PP[Y .0 _� 184 COMMON.,,tNp 685!MC. CB uj I 179.4 �- ( +79.0 �I 18ti.�1 f r NG IM 1 9,40 \ 1 0�. 79.4 0 DATE: -; • 182 7 NC Op PILE NAME: CZ Qdwt--`^ ` °� Tatem=�1e1. i 161.81 1 r IE: 1 .70 cr 85.7 DRAWN BY: AU 166.61 1 r' 6E:§4167.40 I 1 .9 __.-_ 1 i I _� I - ` X 179.4 X �� 1X - 165.0 _ I s CH1R'D BY:III e' RICH >r�,/� �,� �_OIL CO �__ .t0 f6: 17 C_ Q;' h b^l 64.3'` I SHEI?T 1 _ 8" 0 1.570 1-- -�_ _ _ _r-- �-- -•+`164.1 IMP n �� • - - • I NG'11iH I C2 .0 OF. IR-0 0-iwo-VA T ' �0' Permit SuhmittLl�l - 1V�ay 2007 PRCJECI'Na: 1 s• r.. � , • r t•gACAWiiYu . .. .. , .. ., _ - „ .,,N.'o 6 z ti s ,.....aR4+r,+r"ararn. s..,., .w 4t aW+•1APtN•t IT I . v . 11 Jill 111111011 PON p I1 r ` 11'' ` ♦ ' '� �q .i.,. ....,..•,,....:... ..�....•:+„w..ew...,»_...-. -.... .:_...........,i...w►_<..++...r.++...e....,,..•,,._-.....+.,..•:.-...•+........�......,.rw..,..r.....�•. ._ ..,...,.».,...,.",.,. .iw,..__..........-..._,e-.......,"•.... ,.,e..rn•.,,..,...:w.....«nens.•.r......._.•...r..Www.. .e..+...+..wr,.....,...-+....,..YWiir----- rd � e� t'v .,_�.�."^:..,. ,,. .„ ,,,.mak. . ,�.•....�,-..°,,.. ,�. .�.1WW+N1/1R�M�''-�+. +drrownn+. awlw...•aw,e�nutiw:•,..m...,..a...►,,..•........:.• .. :,.,,._. i�, �•.�, -.,..�:a-n..rw'.•ra►»rw•.+•_..c--J; .,�r"v-.wae.�.w...++rw...r"•.....»..,..o.,..,w.�•- _,.. ...,,.,.. .. Iw++'M.rA ..►"•.r...rr.:..n•,,,•..w: a. ..w.••"r..,.r.••».•rr.. .. .... .w.•w>.a re�a,ww�/�1n,Y+w^..c.•rrw,.,.e-r+e,vlrw• Nc••+rsr...•••„^wr,...,.n."w wuu:".,,".ra,w •�Mw<N 1". F. :-,r •ry11�: t WI 4 "Y+ y y'1 t N . f I 1, ird 1 A METAL GRATE--RATED FOR HS-20. GENERAL NOTES a BAl1I5T CAST IRON PIPE SLEEVE CONNECTOR (SEE NOTE B) I)5TORMFIL7ER BY CONTECH STORMWATER SOLUTIONS;PORTLAND,OR(800)548-4667:SCARBOROUGH,ME(877) PAVED AREA ON PRNATE PROPERTY LANDSCAPE AREA ONL__ 72'0 907-8676;NARIDGE,MD(866)740 3318. PROVIDED BY MFR. N g 2)FILTER CARTRIDGE(5)TO BE 51PHON-ACTUATED AND SELF-CLEANING. 5TANDARD DETAIL 5HOW5 MAXIMUM NUMBER OF to CARTRIDGE5.ACTUAL NUMBER REQUIRED TO BE SPECIFIED ON 51TE PLANS OR IN DATA TABLE BELOW. M :'. 3)PRECA' MANHOLE 5TKUCIUKE TO BE CONSTRUCTED IN ACCORDANCE WITH A5TM 0478.DETAIL REFLPCT5 DESIGN INTENT - RESURFACING TO dATChI EXISTING PAVING 4 ONLY.ACTUAL DIMENSIONS AND CONFIGURATION OF 5TKUCTUKE WILL BE SHOWN ON PRODUCTION 5HOP DRAWING. SAWCUT SECTION. SAW CUT AT LOCATION OF JOINT a io / 4)STRUCTURE AND ACCESS COVERS TO MEET AASHTU H-20 LOAD RATING. EXIST. A.C. 5)5TORMFILTER REQUIRES 2.3 FEET OF DROP FKOM INLET TO OUTLET. IF LE55 DROP IS AVAILABLE,CONTACT CONTECH EXISTING A 5TOKMWATER SOLUTIONS. MINIMUM ANGLE BETWEEN INLET ANL`OUTLET 15 45'. SECTION ` w 6)INLET PIPING TO BE 5PECIFIED BY ENGINEER AND PROVIDED DY CONTRACTOR. PRECAST MANHOLE 5TORMPILTER EQUIPPED I I WITH A DUAL DIAMETER HDPE OUTLET STUB AND SAND COLLAR. EIGHT INCH DIAMETER OUTLET SECTION MAY BE SEPARATED FROM OUTLET STUB AT MOLDED-IN CUT UNE TO ACCOMMODATE A 12 INCH OUTLET PIPE. CONNECTION TO DOWNSTREAM PIPING TO BE MADE U51NG A `I EX431E COUPLING OR ECCENTRIC REDUCER,AS REQUIRED.COUPLING BY FEKNCO OR EQUAL -• V1 INLET PIPE 8712'0 HDPE OUTLET AND PROVIDED BY CONTRAC I OR. i (�=I I':_:: //,/ �' APPROVED (SEE NOTES 5 0 6) STUB(SEE NOTES 5 t 6) 7)PROVIDE MINIMUM CLEARANCE FOR MAINTENANCE AC•CE55. IF A 5HALLOWER 5Y5TEM 15 REQUIRED,CONTACT CONTECH " °V" , i NATIVE BACKFILL 1 1 2"-0" CRUSHED r 570�cMWATER SOLUTIONS FOR OTHER OPTIONS. / !'�j (COMPACTED) O � CLEAN OUT 8)ANTIFLOTATIONBALLAST TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR,IF REQUIRED.BALLAST TO BE SET AGCREGATE BACKFILL o"° • / / s _� PIPE SIZE 1�+•� AKOUND THE PERIMETER OF THE STRUCTURE. (COMPACTED) I I I °•t U IE AS CALLED BAFFLE 9)ALL.iTORAAFILTERS REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDELINES FOR MORE OUT ON P•IJAN 2'-0' ROUND OR SQUARE SHEET INFORMATION. - I I_L_.-i I ° O METAL CATCH BASIN -- C -7H AS C7 =, • •°� i I REQUIRED. COAT WITH ASPHALT 3010 AND COVER(STD) PRECA51 MANHOLE I-.-' I I; ^° / I I I =~I I(= EMULSION INSIDE AND OUT. AS MFG. BY LYNCH CO. OR EQUAL. MANHOLE STORMFILTER- PLAN VIEW 1 - STORMf=1LTER DATA Til -,- � !,�' -== �-- � NOTE: \ �+ TRUCIURE Ip „ ; ° / - I(1 - w PAN WALL TO BE 10 GA. ar 1 S - III= °o o ° / • III-I(I . I VERIFY ALL z WATER QUALITY FLOW RATE cf5 0.20 1'-11 I ° REQUIREMENTS W \� USE D.I. PIPE UNTIL 18" BELOW PEAR PLOW RATE <1,6 cf5 2.46 °° _ 'I I - 'III < / GRADE. RETURN PERIOD OF PEAK FLOW 25 • ° ° ° O o I I 1 I > PRIOR TO START OF ..•, 0 OF CARTRIDGES REQUIRED` 6 PIPE ZONE tO ° -1 CONSTRUCTION _ CARTRIDGE FLOW RATE 15 or 7.5 15 MEDIA TYPE C5F PERIJYE ZPG ° 1^ III 30'0 FRAME AND � •• � .. <, -Z � I RIM f-LEVATION 169.50 BEDDING , I-:=: I 1 I 2 CATCH ��L�O Pkt?FFS /- COVER(STD) «. .� °° GRADE RINGCONCRET (SEE NOTE 4) PIPE DATA: 1.r_ ORIENTATION MATERIAL DIAMMR (1 /•► ^ �� GIN& fO II4IET PIPE/I 163.00 6 III- III I I _ 3/4•-0 PIPE BEDDING V3o\J NOT TO SCALE AND INLET PIPE 02 1 62.95 12' ,))_..- )I+-_. 111 PIPE ZONE MATERIAL i jOUTIlT STUB I G2.95 1 2 MANHOLE STORMFILTER -TOP VIEW (BYrccENTRICCONTRACTOR)REDUCER YE3W0 51n INLET PIPE HDPE OUTLET , 2 ANTI-FLOTATION BALLAST WIDTH HEIGHT ISM NO 5 or.) RISER WITH CUTLET SCUM BAFFLE r SAND COLLAR ��9R Qa�G� R15ER 12'0 OUTLET STUB NOTE56PECIAL REQUIREMENT5: PIPE ORIENTATION KEY: RESM MOLDED-IN CUT UNE rl"411\ M DU� EXPIRES: 6 30/07 EE N MIN C3.O NOT TO SCALE (SEE NOTE 7) !3'0 OUTLET STUB 1 AO' � � I i BALLAST (SEE NOTE 8) 270' HEIGHT I . W1DT (+- r 5L'E DETAIL 2J2 OUTLET PTFE UNDERDR_AIN 5TORMFILTER CARTRIDGE MANIFOLD (Il'P)(SEE NOTE 2) COUPLING Y CONTRACTOR) (BY CONTRACTOR) O MANHOLE STORMFILTER -SECTION VIEWrAA� � (SEE NOTE 6) Z ' \ J BAI LAST `N A TMC STOIV5tor-lR 61ANAGO,tCNT atere GROUT (SEE NOTE B) THE 5TORAIWATCR MMAGEMCNT T MO 5toemMt•A 1+1 U.5.7ATENT07,52 .W. G.02czs, MY CONTRACTOR) 5 PATENT No 5,322.c:9, No.5'°7'5"'w..c.on.cs9 MANHOLE STORI,AFILTER -OUTLET DETAIL 2 No.5.707,527,No.4,027,639 No.G,"!,.NO.No.5.4?1.774. No.4,"9,046.No.5,4x0 576. Sokftn ' r TENM►'M NGSIGN 'Z AND OTMOt U.5,AND YORMA IftwABOMN07M PARNTS RNDOtG c*NnVH PRECAST 72''Iw=;NHOLE STORMFILTER ` PRECAST 72"MANHOLE STORMFILTER �� PLAN AND SECTION VIEWS � commal TOP AND SECTION VIEWS, NOTES AND DATA 2 STANDARD DETAIL S` � STANDARD DETAIL AM DAILOM M @CM&o"a EllNAMEM V7-nrcon 0WN tM W CHMOD.MO aORbdl�nR��►mR Wl[:OVAM WALL NOW FUWNE:MHW7-?VC-DTt DMYMtM/W dEp®:MCi RIM-113.50 MATCH F.G. V, - Q i STANDARC FRAME AND COVER GROUT 4" CONCRETE EXTENSION RING _ FINISH GRADE.- �- INSTALL AS REQUIRED TO BRING _ EL 168.5 _ 6' S_E PLANS. -� Mr•NHOLE COVER & FRAME TO - DESIGN GRADE - MAX. 3 RINGS OR r--60" FLAT TOP PRECAST 12" MAX. iv MANHOLE W/ STEPS ORIFICE. IE-167.40 ECCENTRIC MANHOLE TOP BORE 1.8" HOLE 1.5' (VARIES) -- ANCHOR RISER SHEAR GATE WITH PIPE AS NEEDED WITH = _ `- :.y CONTROL ROD ATTACHED -` HNL1Y 150 INJECTION e.o`._�`. ~utl•�`^` Y 4 TO TOP STEP - ADHESIVE ANCHORS pr STANDARD 48" MANHOLE RISERS STANDARD M.H. RUNGS 12" O.C. 6' STORM PIPE O 0.5% - 6' STORM PIPE LOCIDE OF ON 1M.MANHOLE, fLOW 6.5 -III--� ' ' ✓ WITHIN 24' OF IE IN 165.60 �3" OF 1'-0" COVER AND FLOOR 4' RAM-NEK JOINT MATERIAL, OR EQUAL ;n C BASEROCK STANDARD M.H NOTES COMPACTED SUBGRADE NOTES' 12%12" CROSS - 1 RUNGS 12' O.C. 1. POURED CONCRETE BASE-5 LOCATED ON VERT. O SACK MIX, 3000 P.S.I. AT IE OUT 165.50 SIDE OF MANHOLE, 5 1. CONCRETE SHAH QE 3000 P.S.I. AT 28 DAYS, 6 SACK MIX, SLUMP RANGE OF 1-1/2" TO Y. 28 DAYS. _^ WNTHIi� 24' OF 2. FORM GROOVED INVERT AND N COVER AND FLOOR 2. PANELS SHALL 8E 5 FEET LONG. MAKE SURFACE SMOOTH TO 0 !I" TO 24" DIRECT FLOW. ORIFIC.E, iE- 164.00 3. `WHEELCHAPANSIONIR JOINTS , D PLACED AT SIDES OFCE DRIVEWAY APPROACHES, UTILITY VAULTS, SOP BORE 1.3' HOLE IN REMOVABLE / ��` WHEELCHAIR RAMPS, AND AT SPACING NOT TO EXCEED 45 FEET. ORIFICE PLATE �. -162.00 TRAIN PEW MAFIE T TY OF 4. FOR SIDEWALKS ADJACENT TO THE. CURB AND POURED 'T THE SAME TIME AS THE CURB, _ ��; AID N y ro eE USM Doomm PC THE JOINT BETWEEN THEM SHALL_ BE A TROWELED JoNT 'KITH A MINIMUM 1/2- RADIUS. Z � M M rI1nT TK US ON NNE WUC!D 1 / i /�!!•,' 7Mi117EN PERWS" OF T.M. RVWY 5, DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BM:K OF SIDEWALK WITH 3' DIA.•PVC io . \ \rFOOM .��\,\\Y:. COlQ1UMO DIL1EF1t5 NC PIPE AT 2% SLOPE. CONTRJ�(:TION JOINT TO BE PLACED OVER PIPE. N-- 12' MIN. OF DATE o 1-A�2(p1 -- 6" OF 3/4'-0 AT 9571 OF NV(IMUM 3/4--0- CRUSHED PROCTOR VALUE ASTM 1557-'C AGREGATE USHEDCOMPACTED TO FR.E NAME: C3.0.dwit 91% OF T-180 DRAWN BY: SAD _ CHK'D BY: KFS.____ , SHEET' 3 t' T�IA C� 4 48' ACXZW MANHOLE �; NOT TO SCALE ^ ^^ 3A NOT TO SCAL-F- G3.S,� NOT TO SCALE C3 *0 OP Permit Submittal - May 2007 PRUl"Ne .. ...+..wtRU,M, ,. .,.. ... .t'I!!►'7� "9�MeXty�"T�!�'! 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G DATE: _Mir 18.2007 I 11 - --- � , ~ ' �/ •- _' `82.1 j ` � I cel r,,. , ,.,, • , I 1 F71E NAME: C4.0dwt DkN"YN BY: SAD 7 1• 1Na0 - X K _' �• ' 188.58 cw-1)BY: � _ '`� 0 _ '-- '1�� -. - '10!L` . •. ,- - 1 �~ n •1 ~�... � `` `'`.`` _ 7� , _ •` ' ...._ �h� _..- _-.f 184.) x I 0 i ,4,50' ~~•^ea •1`1�' `1f�0 � "" ry - '�'•'y ``�''^. . 1 r, II i C4,80 • yeti \ OWN 0014INX KIM acmes 1r m► • t ail; Permit Submittal - May 2007 rtlascr 1�.: OF I , IBM I � I �j4Y , 1 , N"". w 4`.. _ ...•M `e'•, •wm-nMrte^'mr•*Mi+e>,r. '''•"+�r,+•n+aW.w+•w.vw..Mwwrx.n+r-X141:.. rn A ItI 7 $ , � .. ..... ..'.+Y�. nct is1�!"N�.a.;'Yw,l ,::,F :.- .W'lar♦n,n:aY - f�CIYR;41� �j . '' / 1. 1 , 7"•� y.ny.�.•,•ty�7pr+lyN•k1p•�•7pcyar. ,.RS...aw...Y Y...• :,:wylllly4c - > 1 71 , it , i Y I r • is . . •. �� 1 • � � ."'1 .1'. ' .-w+..v.:w,.Yy.--..--.-: -.w.,.wr�Y.w.sr..v.�vw..nrwr.rr.:,w.n+.n.......s.........r...._.a....r......w....,-.+w......n..:.+�r.w+...a...+...+e..n..+.,,...+wr.u.-.-.. ....n...........+..r.._.... .•„�,,,,`. -: ..... __ 1 n ,..wwwr.ww.wr. u as.•••+•..Mrrr•„wr.•u-• •y • ..,.+-mrr;.+wra+�. ....0+++11Fr^++-�+r.aea. •�r.a••.xpau'�..YM...'+.••�....��I!t♦•I�Iw�. •v w.u...r....«...u.w..w.:r.wr+w.c•eYrsM+••..r�6rrrrrr.s.-n.r•.r+�'e.Yr•..-cMw.+•r. -.-.,•v..am„1+��«-^rnwxwcw-snrr.o«..Nwvfa�ww.:._ _ - Ii '3. Y SEL�MNENT FENCE CONSTRUCTION NOTES EROSION CONTROL PLAN GENERAL NOTES 1) SELECTION OF FILTER FABRIC TENSILE AND BURSTING STRENGTH DEPENDS ON THE SLOPE CHARACTERISTICS. THE 1. HOLD A PRE-CONSTRUCTION MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT INCLUDES THE USE OF STANDARD OR HEAVY DUTY FILTER FABRIC SHALL MEET DESIGN STANDARDS. SYNTHETIC FILTER FABRIC INSPECTOR TO DISCUSS EROSION AND SEDIMENT CONTROL MEASURES AND CONSTRUCTION LIMITS. SHALL CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO PROVIDE A MINIMUM OF 6 L40NTHS OF (SCHEDULE A.5.8.1.(3)) EXPECTED USABLE CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF 0 DEGREES TO 120 DEGREES. SELECTION 2. THE ESCP MUST BE KEPI. ONSITE AND ALL EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE SWILL BE BASED ON STANDARD ENGINEERING PRINCIPLES FOR DESIGN. I 4N MUST BE INSTALLED IN SUCH A MANNER TO ENSURE 7HAT SEDIVENT OR SEDIMENT LADEN WATER 2) STANDARD OR HEAVY DUTY FILTER FABRIC FENCE SHALL HAVE M 3 THAT ENTERS OR IS LIKELY TO ENTER SURFACE WATERS OR CONVEYANCE SYSTEMS LEADING TO SURFACE IF LOOPS FOR 2'X2' POST WATER, ROADWAY, OR OTHER PROPERTIES DOES NOT OCCUR. INSTALLATION. STITCHED LOOPS SWILL BE INSTALLED ON THE UP-HILL SIDE OF THE SLOPED AREA, WITH POSTS (SCHEDULE A.3,A.) AND (SCHEDULE B.3.B.) SPACED A MAXIMUM OF 6 FEET APART. 3. TIME IMPLEMENTATION OF THE ESCP AND CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF F. ' THE EROSION AND SEDIMENT CONTROL MEASURES IS THE RESPONSIBILITY OF THE PERMIT REGISTRANT UNTIL FOAM 3) FILTER FABRIC FENCE SWILL HAVE A MINIMUM VERTICAL BURIAL OF 8 INCHES UPHILL (RECOMMEND 12" ALL CONSTRUCTION IS COMPLETED AND APPROVED BY THE LOCAL DEVELOPMENT AGENCY AND DOWNHILL) ALL EXCAVATED MATERIAL FROM FILTER FABRIC FENCE INSTALLATION SHAL!. BE FIRMLY REDEPOSITED VEGETATION/LANDSCAPING IS ESTABLISHED. THE PERMIT REGISTRANT SHALL BE RESPONSIBLE FOR iALONG THE ENTIRE TRENCHED AREA ON THE DOWNHILL SIDE OF THE FENCE. MAINTENANCE A'-TER THE LOTS ARE APPROVED, UNTIL THE LOTS ARE SOLD ANDTHE 1200-C PERMIT IS TERMINATED. (SCHEDULE A.4.A.) AND (SCHEDULE D.3.) 4) THE PHYSICAL INTEGRITY OF ALL MATERIALS SWILL BE SUFFICIENT TO MEET THE REQhREMENTS OF THEIR 4. THE PERMIT REGISTRANT MUST BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALL (X4 ON RESTRAINT 22 EACH INTENDED USE AND WITHSTAND NORMAL WEAR AND WAR. EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE WITH LOCAL, STATE, OR FEDERAL }Y1F1J1T WASHERS) REGULA(IONS. (SCHEDULE A.51,.) AND (SCHEDULE A. 6.A.) 5) WHERE PRACTICAL THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL TO THE LENGTH OF THE 5. EROSION AND SEDIMENT CONTIRCL MEASURES INCLUDING PERIMETER SEDIMENT CONTROL MUST BE IN PLACE C7 BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, 2"X2" POSTS SHALL. BE INTERLOCKED WIT( BEFORE VEGETikTION IS DISTURBED AND MUST REMAIN IN PLACE AND BE MAINTAINED, REPAIRED, AND j EACH OTHER AND BE ATTACHED SECURELY. PROMPTLY IMPLEMENTED FOLLOWING PROCEDURES ESTABLISHED FOR THE DURATION OF CONSTRUCTION, tF-� INCLUDING PROTECTION FOR ACTIVE STORM DRAIN INLETS AND CATCH BASINS AND APPROPRIATE . 6) SEDIMENT FENCES SWILL BE INSPECTED BY APPLICANT/CONTRACTOR IMMEDIATELY AFTER EACH RAINFALL ANri AT NON-STORMWATER POLLUTION CONTROLS. (SCHEDULE A.5.8.1).(2)), (SCHEDULE A.5.8.11.(7)), (SCHEDULE z LEAST DAILY DURING PROLONGED RAINFALL.. ANY REQUIRED REPAIRS, RELOCATIONS OR ADDITIONS SHALL FjE MADE IMMEDIATELY. A.7.D.1.(2)) dr (SCHEDULE A.7.17.) 6. BEGIN LAND CLEARING, EXCAVATION, TRENCHING, CUTTING OR GRADING AND EARTHWORK-SURFACE ROUGHING INSTALLATION DETAIL BAG DETAIL 7) AT NO FENCE. nSDIMME SHALL SHOUL MORE BE REMOVED OR REGRADED SEDIMENT INTO SLOPES,ALLOWED AND THE�SEDIMENT FENCES REPAIRECUMULATE BEHIND A SEDIMENT AND THE DIRECTINSTALLING PATH OF"APPLICABLE (SCHEOULE A 508(101(5)(A}(SCHEDULE ANTION AND U7.C.1.(i)) ANDCONTROL (SCHEDULEMEASURES A.NOT C.IL(1)) RE-ESTABLISHED AS NEEDED, 7. APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY ON ALL DISTURBED A 5EAS AND (SCHEDULE B.SI1.().()A(SCHEDUOLERAS5 BSI( (5)(C)O& SCHEDULE WA.5.B.N(6>INCLUDING GRAVEL ROADWAYS. V� ��1 xt♦ J/� 8. WET WEATHER BMPS: CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVA'10N AND CREATION OF 4r 15:104 I BARE GROUND ON SLOPES GREATER THAN FIVE (5) PERCENT FROM OCTOBER 1 THROUGH MAY 31 EACH FILTER FABRIC MATERIAL YEAR. (SCHEDULE A.7.A-I.) 9, WET WEATHER BMPS: TEMPORARY STABILIZATION OF THE SITE MUST BE INSTALLED AT THE END OF THE „4` 36 WIDE ROLLS SHIFT PFFORE A HOUDAY OR WEEKEND OR AT THE END OF EACH WORKDAY IF RAINFALL IS I-ORECAST IN 25, THE NLX 1 24 HOURS AND EACH WEEKEND AND HOLIDAY. (SCHEDULE A.7.A.11,) qR� KOapG 10. IDENTIFY, MARK, AND PROTECT (BY FENCING OFF OR OTHER MEANS) CRITICAL RIPARIAN AREAS AND 1' REBAR FOR BAG VEGETATION INCLUDING IMPORTANT TREES AND ASSOCIATED ROOTING ZONES AND VEGETATION AREAS TO BE EXPIRES: 6 30 07 RF"^VAI_ FROM INLET m PRESERVED. IDENTIFY VEGETATIVE BUFFER ZONES BETWEEN THE SITE AND SENSITIVE AREAS (E.G., is WETLANDS), AND OTHER AREAS TO BE PRESERVED, ESPECIALLY IN PERIMETER AP .A ,. PRESERVE EXISTING VEGETATION AND RE-VEGETATE OPEN AREAS WHEN PRACTICABLE BEFORE AND A. ER GRADING OR DUMP STRAP--,," FOAM q -- 2 x 2 WOOD POSTS, (STANDARD CONSTRUCTION. (SCHEDULE A.5.B.L(1) & (2)) AND (SCHEDULE OR BETTER) OR 11. PROVIDE PERMANENT EROSION PREVENTION MEASURES ON ALL EXPOSED AREAS TO PREVENT FROM BECOMING '� ALTERNATE: STEEL FENCE A SOURCE OF EROSION AND REMOVE ALL TEMPORARY CONTROL MEASURES, UNLESS LOCAL ORDINANCES 1' REBAR FOR BAG DUMP STRAP 1OPOS� 1 REQUIRE OTHERWISE, AS AREAS ARE STABIUZEQ. (SCHEDULE A.5.B.11.(8)) AND (SCHEDULE A,7.C.11.(2)) 2 ALL TEMPORARY SEDIMENT CONTROLS MUST REMAIN IN PLACE UNTIL PERMANENT VEGETATION OR OTHER QA PERMANENT COVERING OF EXPOSED SOIL IS ESTABLISHED. IDENTIFY THE TYPE OF VEGETATIVE SEED MIX L>G REMOVAL FROM INLET W 0' MAXIMUM SPACING NOTES: USED. (SCHEDULE A,7.C.IIL(3)) do (SCHEDULE A.7.C.UL(4)) 1 _ I. BURY BOTTOM OF FILTER FABRIC Q � 12' MINIMUM VERTICALLY BELOW FINISHED GRADE. 13. SEDIMENT CONTROLS MUST BE INSTALLED AND MAINTAINED ALONG THE SITE PERIMETER ON ALL DOWN 2. 2' X 2" FIR, PINE OR STEEL GRADIENT SIDES OF THE CONSTRUCTION SITE AND AT ALL ACTIVE AND OPERATIONAL INTERNAL STORM DRAIN Z FENCE POSTS. INLETS AT ALL TIMES DURING CONSTRUCTION. (SCHEDULE A.7,D.1,(1) - (2)) 14. PRIOR TO ANY LAND DISTURBING ACTIVITIES EACH SITE MUST HAVE GRAVELED, PAVED, OR CONSTRUCTED 0 o FRONT VIEW 3. STITCHED LOOPS TO BE INSTALLED ENTRANCES, EXITS AND PARKING AREAS WITH EXIT TIRE WASH TO REDUCE THE TRACKING OF SEDIMENT ONTO __f UPHILL SIDE OF SLOPE. SILTSACK* COR PRIVATE (SCHEDULE A.7.D.111.(1)) OR QUAL Ill, 4. COMPACT ALL AREAS OF TRENCH. FILTER FABRIC 15. MEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER WAILR-TIGHT TRUCKS MUST BE USED OR LOADS MUST BE DRAINED ON-SITE UNTIL DRIPPING HAS BEEN REDUCED TO MINIMIZE SPILLAGE ON ROADS. j (SCHEDULE A.7.D.111(3)) ANGLE BOTH ENDS OF FILTER FABRIC FILTER FABRIC MATERIAL 16. TEMPORARY STABILIZATION OR COVERING OF SOIL STOCKPILES AND PROTECTION OF STOCKPILE LOCATED AWAY FROM CONSTRUCTION ACTIVITY MUST OCCUR AT THE END OF EACH WORKDAY OR OTHER BMPS, SUCH FENCE TO ASSURE ;OIL IS TRAPPED USE STITCHED LOOPS OVER AS DIVERSION OF UNCONTAMINATED FLOWS AND INSTALLATION OF SEDIMENT FENCES AROUND STOCKPILES, 2' X 2' POSTS MUST BE IMPLEMENTED TO PREVENT TURBID DISCHARGES TO SURFACE WATERS, (SCHEDULE A.7.E.1.(1)) & (SCHEDULE A.7.E.11.(T) - (3)) • 17. BMPS THAT WILL BE USED TO PREVENT OR MINIMIZE STORMWATER FROM BEING EXPOSED TO POLLUTANTS 1 FROM SPILLS, NO DISCHARGE OF CONCRETE TRUCK WASH WATER, VEHICLE AND EQUIPMENT CLEANING, 'r VEHICLE AND EQUIPMENT FUELING, MAINTENANCE, AND STORAGE, OTHER CLEANING AND MAINTENANCE ACTIVITIES, AND WASTE HANDLING ACTIVITIES. THESE POLLUTANTS INCLUDE FUEL, HYDRAUUC FLUID, AND n OTHER OILS FROM VEHICLES AND MACHINERY, AS WELL AS DEBRIS, LEFTOVER PAINTS, SOLVENTS, AND GLUES COMPACTED NATIVE SOIL FROM CONSTRUCTION OPERATIONS. (SCHEDULE A.71.1.(2)) 18. ANY USE OF TOXIC OR OTHER HAZARDOUS MATERIALS MUST INCLUDE PROPER STORAGE, APPLICATION, AND j DISPOSAL. (SCHEDULE A.7.E.111.(2)) ° INTERLOCKED 2" X 2' POSTS 19. SOLID WASTE AND HAZARDOUS MATERIALS MANAGEMENT. FOLLOW PROJECT WRITTEN SPILL PREVENTION AND O OA ° AND ATTACH RESPONSE PROCEDURES, EMPLOYEE TRAINING ON SPILL PREVENTION AND PROPER DISPOSAL PROCEDURES; REGULAR MAINTENANCE SCHEDULE FOR VEHICLES AND MACHINERY, AND MATERIAL DELIVERY AND STORAGE ° CONTROLS, TRAINING AND SIGNAGE, MATERIAL USE, COVERED STORAGE AREAS FOR WASTE AND SUPPLIES. ° ° e TOP VIEW SIDE VIEW (SCHEDULE A.7.E.111(3)) 20. THE PERMITTEE MUST PROPERLY MANAGE HAZARDOUS WASTES, USED OILS, CONTAMINATED SOILS, CONCRETE ' SEDNNENT FENCE WASTE, SANITARY WASTE,CONSTRUCTION AND MEET ALL LIQUID OTHER STATE AND F DERAEGULATIONSTOXIC AAND ANCES PPROVALS. (SCHEDED OR ULE AD DURING O .� ° . ° NTO SOALE 21. THE ESCP MEASURES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS,, 0 j 1A v DURING THE CONSTRUCTION PERIOD, THESE MEASURES MUST BE UPGRADED AS NEEDED TO COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL EROSION AND SEDIMENT CONTROL REGULATIONS. CHANGES z ° TO THE ESCP MUST ALSO BE SUBMITTED IN THE FORM OF AN AC71ON PLAN TO DEQ OR ITS AGENT FOR APPROVAL. (SCHEDULE A.7.F.) 0 22. SIGNIFICANT AMOUNTS OF SEDIMENT, WHICH LEAVES THE SITE, MUST BE CLEANED UP WITHIN 24 HOURS AND PLACED BACK ON THE SITE AND STABILIZED OR PROPERLY DISPOSED. THE CAUSE OF THE SEDIMENT O RELEASE MUST BE FOUND AND PREVENTED FROM CAUSING A RECURRENCE OF THE DISCHARGE WITHIN THE 0 1 CATCH BASIN INSERT BAG SAME 24 HOURS. ANY IN-STREAM CLEAN UP OF SEDIMENT SHALL BE PERFORMED ACCORDING TO THE OREGON DIVISION OF STATE LANDS REQUIRED TIME FRAME. (SCHEDULE A.7.F.t,(1)) 23. VACUUMING OR DRY SWEEPING MUST BE USED TO CLEAN-UP RELEASED SEDIMENT AND MUST NOT BE w CJD NOT TO scALt INTENTIONALLY WASHED INTO STORM SEWERS, DRAINAGE WAYS, OR WATER BODIES. (SCHEDULE A.7.F.L(2)) 24. THE APPLICATION RATE OF FERTILIZERS USED TO REESTA6USH VEGETATION MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS TO MINIMIZE NUTRIENT RELEASES TO SURFACE WATERS. TIME RELEASE FERTILIZERS SHOULD BE USED WITH CARE WITHIN ANY WATER WAY RIPARIAN ZONE. (SCHEDULE A.7.F.1.(3)) 25. SEDIMENT MUST BE REMOVED FROM BEHIND A SEDIMENT FENCE WHEN IT HAS REACHED A HEIGHT OF 1/3 THE HEIGHT OF THE ,-ENCS ABOVEGROUND AND BEFORE FENCE REMOVAL. (SCHEDULE A.7.F.It.(1)) 26. SEDIMENT MUST BE REMOVED FROM BEHIND BIO BAGS AND OTHER BARRIERS IT HAS REACHED A HEIGHT OF TWO (2) INCHES AND BEFORE BMP REMOVAL. (SCHEDULE A.7.F.11.(2)) 27. REMOVAL OF TRAPPED SEDIMENT IN A SEDIMENT BASIN OR SEDIMENT TRAP OR CATCH BASINS MUST OCCUR WHEN THE SEDIMENT RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY (50)% AND AT COMPLETION OF PROJECT. (SCHEDULE A.7,F.11.(3) & (4)) 28. DEQ MUST APPROVE OF ANY TREATMENT SYSTEM AND OPERATIONAL PLAN THAT MAY BE NECESSARY TO TREAT CONTAMINATED CONSTRUCTION DEWATERING OR SEDIMENT AND TURBIDITY IN ST'ORMWATER RUNOFF. (SCHEDULE A.71.111.) 29. SHOULD ALL CONSTRUCTION ACTIVITIES CEASE FOR THIRTY DAYS OR MORE, THE ENTIRE SITE MUST BE TEMPORARILY STABILIZED USING VEGETATION OR A HEAVY MULCH LAYER, TEMPORARY SEEDING, OR OTHER METHOD. (SCHEDULE A.B,A.) 30. SHOULD CONSTRUCTION ACTIVITIES CEASE FOR FIFTEEN (15) DAYS OR MORE ON ANY SIGNIFICANT PORTION OF A CON3TRUCTION SITE TEMPORARY STABILIZATION IS REQUIRED FOR THAT PORTION OF THE SITE WITH STRAW, COMPOST, OR OTHER TACKIFIED COVERING THAT PREVENT SOIL OR WIND EROSION UNTIL WORK RESUMES ON THAT PORTION OF THE SITE. (SCHEDULE A.B.B.) mem oNAw not M rNorom or 31. DAILY INSPECTIONS WHEN RAINFALL AND RUNOFF OCCURS OF THE BMPS AND DISCHARGE OUTFALLS MUST BE TA WPM"CON✓Aft>•IQ�:M0. ANS NIt Not 10 t ulm aR IeNaal® THE PROJECT ESCP INSPECTOR. THESE INSPEC11ONS AND OBSERVATIONS MUST BE RECORDED IN A LOG a Nff sural ttNost NnN �No� THAT IS AVAILABLE ON SITTIE. VIM �T•M• NN+vEr • � (SCHEDULE A.6.B.1.) do {SCHEDULE 8.1.8(1)) j 32. BMPS MUST BE INSPECTED BEFORE, DURING, AND AFTER SIGNIFICANT STORM EVENTS. (SCHEDULE A.7.F.) goommm 33. ALL ESCP CONTROLS AND PRACTICES MUST BE INSPECTED VISUALLY ONCE TO ENSURE THAT BMPS ARE IN DATE: Mky 18.2007 WORKING ORDER PRIOR TO THE SITE BECOMING INACTIVE OR IN ANTICIPATION OF SITE INACCESSIBILITY AND FILENAME: cii w-=--� MUST BE INSPECTED VISUALLY ONCE EVERY TWO (2) WEEKS DURING INACTIVE PERIODS GREATER THAN SEVEN DRAWN BY: SAD (7) CONSECUTIVE CALENDAR DAYS. (SCHEDULE B.1.B.(2)-(3)) CHKDBY: 34. IF PRACTICAL, INSPECTIONS MUST OCCUR DAILY AT A RELEVANT AND ACCESSIBLE DISCHARGE POINT OR DOWNSTREAM LOCATION DURING PERIODS WHICH THE SITE IS INACCESSIBLE DUE TO INCLEMENT WEATHER. sHFFr e3� 33 (SCHEDULE B.1,B.(4)) C401 OFI Permit Submittal - May 2007 mojwr N..: i r ,. r . �`I•'r r T 1 'T r I r I i r r . ..,: , _ , _ ,.� .. .. ,.�«.•�f, .I„r�,.,. � . � �;� , __ � • � 1'�� .,i,wa+MrrrorllMa>�z.-,.,.,.re , Tar _r ;:+�yy.% `3!W9,r,na:: ,frepyNti , 1 rr� 1 nfir�r ' 'i i�TTll�l l I t 1 . 1WNW . ff , • f �ji'�` � ro, .111IM-11 111119111111 lilt + I , i ii k r 4' kms# .i 8 A! OKAY TO DRAIN to TOWARD TREE 8 WITH MULCH � LAYER o, 01 ;4z �� :,Anyy�3i,�f,�hl w"in"•�.r F+1 C7 • '� AI V r ' z w` Road Mix 39.5' FIR ' " p •• •�_ Geotextile APPROX. 45' DIA 2, 5S RADIALLY a Aeration TO DRIP LINE '• -_'r Uyer Geotextlle 2 A O s• •;• �+•f�M •• • •SIC � ••• �•A_ - • . ••• •.• ••.1.•f t Undisturbed O •j�r =S ' ' �••�...•. Com, � O -Pow `. �t 2 DRIP UNE iL FIGURE 7-2: PAVEMENT INSTALLATION WITH MINIMUM IMPACT ON A TREE. GEOTEXPLE FABRIC IS LAID ON CAREFULLY PREPARED SOIL SURFACE. AERATION TUBING OR PIPE AND GRAVEL ARE PLACED ON THE GEOTEXTILE AND COVERED NTH GEOTEX TILE FABRIC. THE AERATION TUBING LOOPS CAN BE 2m (6 ft) APART SINCL THE GRAVEL AIDS GAS EXCHANGE. EACH END OF THE TUBING IS ATTACHED TO A METAL. RISER 'STANDPIPE) WITH A F ROTECTED TOP POINTING INTO ONE OF THE TWO PREVAILING WIND DIRECTION'S (N,E). DETAIL FROM "ARBORICULTURE; THE INTEGRATED CARE OF TREES, SHRUBS, VINES IN THE LANDSCAPE.' ' RICHARD HARRIS, 2ND ED. 1992. Z I f W W 001 00 00 Q Manua • -� s�� • X117 I + �-.- $ _. -_. _ ____.__. _ - ItM NAMM AN BE P1O'ERTY OF . TJL RaPPEY CONS1LTMC DfQMF.DMS NG ao ARF MOT m K 10.gD at W110011ClD --—— N AW WOO DOM"91TH DE P✓<OPFTI l MITTDI PeANl " OF T.U. Q1PI'EY DATE: Nm•embet 112006 FILE NAMF: T1.Ldwr, NEIGHBORING TREE. — DRAWN BY: SAD NO INVENTORY. APPROX. 35" K'DBY: Knc r'FI RISERS (TYP) s"E� o of 3'& Tlol OF Design Review Re-Re-Submittal • December 200 PRojicrN�.: — — --- --- 6275 Js 1 4 - .. I RI `�?N -.•1,.. app. • .. . .. .:- .. • i.. .v ri" -^Ttdt .. •e+, � - 1 �y .n . ........••....e•u�".wr..wr.>...-..o :+•..M. �•...��• - .af•�Wr.w xa•Y�Wtr.r{cin. ••.w�.rwrn+w....w+.r•'yr'.arra+ryWlilWW/r�iMr''•MIb�41�'a:..ni:r-. Ay _r+,.-e.+.su•..+n...ir.,..aro-..,..,. ,.• .-a'+•'aiYe+••.':..�v - ..." .._....: •.. ,.-.,... ..a._..n"..... __....... .- .... ....... — '-- ..r.:.rr.rw...a"..._..-s.•-.rn....w....+.wwr...r.•�.r..wr�s...�.ww.r.ws .�.r.......v,..r..r._.,.......rwr..-..w r+w::.rsaw ..r•w.r-n.sri....»..... __... - {' A61 a 5: s Ci ti b'"• irt s MILDREN DESIGN UROUP,P.C. ARCHITECTURE - SPACE PLANNING 7650 S.W. Feteeland,Suite 120 —�� Tigard,Oregon 97223-8692 Voice:503-244--0552 Fax:503-244-0417 —0 • • tr•a-sOIL•46•a*Is•a I9891"080681u 0001°0. sa• •1'!BW Aldw,M•mnlrW S • _ I lWftnd,oN+•?, WrAm PH:W32U.16W Fx:603.=.1. 3 LEGEND ¢ 00 ¢ � Q - Acer palmatum 'Katsura' - Katsura Japanese Maple 1 I 8-10' BBB, Well branched, Single Stem • 410 • rum ' ick' - Ka "ck R MICFIAEI.(YBRIFN l 3" cal., BBB, Well r nched, Headed at 6' 0= �W / ' • -- - - — Cercidiphyllum japonicum - Katsura Tree �C 2" cal., BBB, Well branched, Headed at 6' �pE Calocedrus decurrens - Incense Cedar 8' B&B Fwl trees Branched r v c ed to ground Acer circinatum - Vine Maple I �• u - 10' BBB, Full trees, 3 stem min. at base _ + Existing Trees to Remain - w • w - Existing Trees to Be Removed GIGGING ¢Q— Viburnum p. t. 'Mariesii' - Doublefile Viburnum X 3 gal. cont., Full plants, Space as shown I I I ! �- -- Salix purpurea nana - Dwarf Purpleosier Willow 2 gal. cont., Full plants, Space as shown Owner. r • j I ®— Vibumum davidii - David Viburnum PACA 3 gal. cont., Full plants, Space as shown Properties, LLC 0 Rhododendron 'Taurus' - Rhododendron 30" B&B, Full plants, Space as shown 0--- Fuchsia magellanica, Hardy Fuchsia •�s I � 6600 SW Bonita Rd _ ( 3 gal. cont., Full plants, Space as shown Tigard,Oregon 97224 Kalmia latifolia 'Olympic Fire' - Mountain Laurel I 3 gal. cont., Full plants, Space as shown _ I 4 00, - ¢ - Myric,g californica - Pacific Waxmyrde .,. 3 galcontFull plants, Space as shown I� Project: --- �--- Ribes sanguineum 'King Edward VII' - Red Currant Paul Schatz • 3 gal. cont., Full plants, Space as shown Furniture - Mahonia 'Compacta' - Compact Oregon GrapeThomasville 2 gal. cont., Full plants, Space as shown ol �� • ► Arctostaphyllos uva-ursi 'Massachussetts' - Kinnic*innick 1 gal. cont., Ful( plants, 24 o.c. 6600 x 6650 SW Bonita Rd )I Tigard,Oregon 97224 i Pachysandra terminalis- Japanese Pachysandra _4 1 gal cont., Full plants, 24"o.c. / Non-irrigated Flowering Fieldgrass / 2 s 11 \� �, NOTES: Sheet Title \\\ l All new landscape areas to be irrigated by a fully Planting / i �oAnMa automatic underground irrigation system. Plan KEY NOTES: L Existing ground cover plantings to remain. Plant new trees and shrubs as shown on plan. Existing trees and shrubs to remain, remove existing ground oover. Plant new ground cover as shown on plan. I I � X Revisions: X X X 1. 13 July 2007 . X Value Engftwertrq •: X + : • ' —� -- X X \ / 4t1E;:v.7__SI(7N GROUP, P.C., 2007, ALL RIGHTS(`.ESL-RVEO�1 THESE DRAWINGS ARE THE PROP<RTY OF MILDREN DESIGN GROUP, P.C., AND ARE NOT TO 6E USED OR REPRODUCED M ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF MIL)REN DESIGN OR", P.C. Date: 13 Ju_ ly 2007 Drawn by: Checked by: ASUME'O MEO Job Number. 106051 Planting Plan Sheet �= - 0 5 10 20 40 Permit Submittal - May 2007 L 1. 1 4 ....,-...�. -. :.,., _aw+S" 7;!'+tr•i�9.',�;IHt-ti•,1py'eM. ..w:w� .. -. .: + ... - . . .•. .,.. .'......:,.: .t, ..a.-:` .yr r.. ..:. .. . .. ... �•Is, $tRi.;N�i':,`1 . ..y,_.`�'{n:..: ,,�.� - - 1 j.• cC+s•:•SsnrnOMfR"^p.'emauatia+:•... . r � rttrriii tris tt rr ii � rrririii � •IN 11 111 , . T • / !,N or. ..- .., ,.�.............•..v.n.......w�...,.eo>-...._.-*..-... ..w-n...-..,.,c-_ :a.....,-..:.+w.��r•..:+.w,...:w•a.....+-n+.ww.+.v>..a.-+i.:•.rw,...s..wr..-...nr --.a.,r.....:+..+�.M..:..-.�.r .rsr.-..-.+:e�.ee.awenw-....u-........a..�. .:..., ' ,,[ ` ......... .`..,..+..,... .....•+�w.w.•..w,.+...+,n-.-..,:.,a.....�,a.--R" _-- -- -....r.r..,..ww.....r�a+r,r+rYl�.rrlrt n...:w.o.,- mr:s..a,,..:M.... .« ...Mww►,........�.+,++mow,+---•• •►1•++M+r► �. .'�•.; 1RX'NlKt� ..M�•�w..�ri-►w ,.,cnwr�rry .. ,at,•-,xn..+wr.w+r.ura,r... -.wwrw+�•e. K,«-m-.••.. -i•.•w Vy�.�r•4 w...iplw w-w....:lriwnab..•._•aw •.w., .,... .,,.w:.., .w,. .,:....wm,-r+w.•,►_,w..,.,.+M,a�r...,-......:r... ..:-...wr..e. +•+drw,+ L ,. n i' 13 , ,c MWREN DESIGN Group,P.C. ARCWM_'rURB - 9FACF PLANNING 7650 S.W. Beveland,Suite 120 NOTES: Tigard,Oregon 97223-8692 I. LOCATION OF QUICK COUPLER Voice:503-244-0552 — FINISH GRADE IN LAWN Fax:503-244-0417 WITHIN VALVE BOX IS SHOWN FOR CLARIFICATION ONLY. INSTALL SPECIFIED VALVE BOX WITH GREEN LOCKING OFF-SET FROM MAINLINE. LID 0 0 NOTES: 2. EXACT FITTING REQUIREMENTS, LINE SIZE GATE VALVE 3'MIN.FROM EDGE OF TRENCH,PAVING OR COMPONENT BHAPE3 AND _ .•a•.•a.a•a••.• FOOTING SEQUENCE MAY DIFFER FROM _ VALIF VE N BaX. INSTALL ASSELOCATE QUICK S DETAIL WITH season. &be I. CONTRACTOR SHALL ---- PLACE LID 1'ABOVE FINISHED GRADE REPAIR TRENCH SETTLEMENT THAT SHOWN. AND ATTACH WITH 10 GALV. PIPE X Y IN PLANT BEDS •,s•w Ahber.h6mCmw m S AND RESTORE FINISH GRADES. FINISH GRADE . LONG-ATTACH TO RISER WITH TWO S.S. Pbromne,oto •res r PLACE LID FLUSH WITH FINISHED w":am-Zr-1141010 IRRIGATION BANDS _ - GRADE IN LAWN AREAS UNDISTURBED SUBGRAIDE OR �� _ TOP OF BARK MULCH COMPACTED FILL 10•ROUND VALVE BOX� -G- • �+ - 18'COIL OF WIRE SPECIFIED AUTO.VALVE - - SPECIFIED QUICK COUPLING VALVE 1ST - - 48 X 8•X 16•CONCRETE BLOCK,4 REQ'D • � / /,� �_ iD TYP. MOUNTED 314 ABOVE DIRT GRADE t04 BACKFILL,PER SPECS I I - SCHED.80 P.Y.C. NIPPLE, 3/4`X 8'MIN. WHAn WHAa LATERAL LINE16 JULATERAL PIPE SCHED.4n P.V.C.STREET EL ,a�+6'MIN 314•ROUND WASHED GRAVEL SCHED.40 P.V.C.T X T 90 DEG, ELP � - - SCHED.80 P.V.C.NIPPLE,314'X 8•MIN. MAINLINE _ UNION,EACH SIDE OF VALVE -- MAINLINE SCHED.40 CROSS OR TEE _ MAINLINE SCHED.40 P.V.C.STREET EL COMM AND CONTROL WARE � SCHED.40 ELBOW OR TEE _1 TRENCHING IN PLANTING AREA 2 CONTROL VALVE ASSEMBLYrTNNIQUICK COUPLER VALVE L1.Y SCAM: 1/2'=1'-0' SECTION L1.2 SCALE: 1'= 1'0 SECTION L1.2 SCALE: 10=1'-0• SECTION Be MIN. TOP OF PAVING OR CURB , LEGEND POP-UP ASSEMBLY 1. AUTOMATIC CONTROLLER WITH Owner.D — LOCKING ACCESS DOOR. Paul FINISHED GRADE p 2. 2'DIA. P.V.C.CONDUIT FOR (1)ALL GROUND COVER SHALL BE 1'MIN r MAX C1 COMMON AND CONTROL WIRES TO - PLANTED AT EQUAL TRIANGULAR ti5BEYO1ND EDGE OF BUILDING. SPACING AS NOTED ON PLANTING Schatz —� 3. CONDUIT FOR 120 VOLT PLAN. ELECTRICAL SERVICE VMTH JUNCTION BOX. POLY ELBOW _ 4. BUILDING WALL. (2)LOCATE GROUND COVER ONE : , 5. BUILDING FLOOR. HALF OF SPECIFIED SPACING shoo SW Bonita Rd ° 6. FINISHED GRADE. DISTANCE FROM ANY CLIM, Tigard,Oregon 97224 i 3 7. SWEEP EL ON ALL ELECTRICAL SIDEWALK,OR OTHER HARD SWING PIPE(POLY PIPE 4 MAX.LEITH) CONDUIT. SURFACE UNLESS OTHERWISE DIRECTED. vv NOTES MARLEX STREET ELBOW - _ - • • •;• : . .' A. ALL WIRES TORE INSTALLED AS '•'~ • ' PER LOCAL CODE. EZMAL SCHEDULE 40 TEE OR ELBOW - B. VERIFY LOCATION PRIOR TO Project: IRRIGATION LATERAL 16INSTALLATION. Paul C. INSTALLPER —_ MANUFAC'TURER'S INSTRUCTIONS. Schatz Furniture _ 4 SPRAY HEAD - FLEXPIPE ASSEMBLY rF*" WALL-MOUNT CONTROLLER r6"s\GROUNDCOVER PLANTING 6600 SW Bonita Rd L1.2 SCALE:3•=l-(r SECTION L1.2 SCALE: 1 =1'-0' SECTION L1.2 SCALE: 1/2'=1'0 — PLAN Tigard,Oregon 97224 Sheet'Title " SPECIFIED TREE Planting and SET CROWN OF ROOTBALL 16 ABOVE FINk%i (3)2'DIAM.STAKES,AS SPECIFIED. GRADE ATTACH 1'0 TREE WITH "CINCH TIES,•NAIL Irrigation o TO STAKE. STAKIN►G PLAN ROOTBALL BURLAP FROM TOP 1/3 OF -� CROWN OF ROOTBALL AT FINISH 74b SPECIFIED TREE Details S SPECIFIED.ATTACH TO TREE WITH 2` BARK MULCH � REMOVE BURLAP FROM TOP 1/3 OF - (3)STAKES,AA -- ROOISALL.AFTER STAKING 'CINCH TIES,* N.UIIL TO STAKE. IN 71 FINISH GRADE BARK MULCH-Y DEPTH SET CROWN OF ROOTBALL AT Y ABOVE FINISHED GRADE STAKING PL-04N SCARIFY SN)ES AND BOTTOM BART(MULCH CIRCLE SHALL EXPEND 6•BEYOND REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL TREE Q`.IKES IN TURF AREAS BA<#ILL SOIL MIXTURE _ a� AFTER STAKING FINISH GRADE NATIVE SOIL BACKFILL.SOIL MIXTURE - MULCH-T DEPTH NATIVE SOIL MULCH CIRCLE SHALL EXTEND 6•BEYOND TREE Revision STAKES IN TURF AREAS ROOTBALL STAKES SHALL EXTEND MINIMUM OF :; ; FINISHED GRADE ROOTB/+l.l DUI. �� _ Dlh. PLUS 24• THREE FEST INTO 8011• -- ♦/-24• SCARIFY SIDES 8 STAIN TREE STAKES AS SPECIFIED BACKFILL SOIL MIXTURE ROOTBALL UNDISTURBED NATIVE SOIL BOTTOM DIA. PLUS STARS SHALL EXTEND MINIMUM OF THREE FEET 24'SCARIFY INTO UNDISTURBED SOIL SIDES 8 STAIN TREE STAKES AS SPECIFIED BOTTOM /'7 SHRUB PLANTING rS""\DECIDUOUS TREE PLANTING 9 CONIFEROUS TREE PLANTING _ wn_DRvi DE910"I wlw.v.a. 2007. �u L1. SCALE: 1l7 1'-0" SECTION L1.2 SCAM: 1/4•= 1'-T SECTION L1.2 SCALE: 1/4'= 1'-0• � SECTION RT=ES DRAW" ARE „�PRaPERTY OF NIIfAEN OE'SION GROUP, i.C., ANp ARE NOT r0 i U9fO OR REPROpUgq M ANY MANNER, EXT, MIT= NNE P"O0R MprrEN PERM193tON OF III;,:" Dom www. P.C. Date __ 18 May 2007 Brawn by: Checked by: A,SWMEO MEO Job Number, 106051 Sheet / �L o f 3 Pernit it SutxWal - May 2007 L 1.2 .-""'- .+a11..N.w.o--...••..N.w..+.......-.•.......�«..y...+l.wa•• dr.,n!Wnr,»K1M+IM•IC,,,..ex..s+A,�M®tz ,. 0�1i.... ...::i tib{ tc i INUT+ Sc�sG....,rw.•cavr�or.�. '3.i :.r y,�. x. INk4rtii .,i .71K'+!...••.m.,,:. • �r . . �. .� ,i, ,r .�. ��. ,�� VIT" Ill,; � 1�1 1!I I • I "0 1'W oil 1111W 111HILal 111H Jill, k• r l► r w.. ..awa«wL.w.«rl.:.ww,wrr.....•.. ..,..w.a..r.............. •«.w.:......-....:.�..,c......_ t......s�..ex......e..... .,.,,, ' �.a�.r..wr.x r.w.,.,.<.,�• - -+..srs.a•.. w...r...r...o.-..rr.e..,>.w«•w..•s.uf:imr .eu.:..a... ...s..�r,,.+.www.w•.nw..,.N,rMia�,,,M..•*-.v+n«.-.....•w..rr.•.....n.rs.+a+yuea,.+,?, :_, .._.... _r+iwl.•,..... .�4�.Y�w--..s..r•rc-.e.�rr.w.Ww.ww..._ ,ia.+nsa:. sy..,s�wrry, .. .+-. ...e.wov..+�ti.w.ul+••..er.w.. :. -. -_.... _.... - .... t y: 4.' `'wl, a. } �i i' Y, t, dy: i Keynotes 3 1. RETAINING WALL - SEE STRUCTURAL 27 2. FLrk)R 17 9� CIVIL 3. LANDSCArPE, AREA -' SEE LANDSCAPE '\ 10 4. NEW SIDEWALK, TYPICAL MILDREN DESIGN GROUP, P.C. 5. NEW. RELOCATE ACCESEX EXISTING WALKMP s 5 32 ,, r 7. EXISTING TRANSFORMER ^7650 S.W. Beveland,Suite N120 G 6 S. BIKE RACK - SEE DETAILS 5&10/A1.3 1'igard,Oregon 97223-8692 3 9. ACCESSIBLE PARKING STALL 10. ACCESSIBLE AISLE Voice: 503-244-0552 11. FABRIC CANOPY, ABOVE Fax: 503-244-0417 12. STUCCO SOFFIT, ABOVE 13. CONCRETE STAIR L -1'' a = te!IIIIIIIIII II=LLI i•� 0p� ^ I1I211113 1 1 -6-�-/0�I! c•�- ,� 1135 IIIIIIII IIIIIIIIII 18 12 i1 4. PIPE GURADRAII, P AINTE D � PIPE HANDRAIL, PAINTEDSOPE s 12 5 16. KNOX BOX, RECESSED AT BRICK 4'-6" I I12-u 17. ALIGN WALK WITH FACE OF MAS ON RY VE NEE R 5'-0• 1& ALIGN SCORING WITH FACE OF VENEER 19. BITUMINOUS EXPANSION JOINT, TYPICAL 4-° 28 T 11" 20. CONTROL JOINT, TYPICAL 21. EXISTING SOFFIT, ABOVE 22. EXISTING BUILDING 15 3-a 23. ELECTRICAL SERVICE - DEFERRED SUBMITTAL 24. METAL CANOPY, ABOVE - SEE STRUCTURAL 2 25. ANGLED DOCK PLATFORM - SEE STRUCTURAL 13 26. CONCRETE SLAB, SLOPE TO DRAINS - !)LE ST RUCTURAL 27. ACCESSIBLE PARKING SIGNAGEIIII 41 28. RETURN HANDRAIL TO GUARDRAIL=7 29. RETURN HANDRAIL TO WALL, TYPICAL 30. TURNDOWN HANDRAIL TO SLAB 31. CENTERLINE JOINT/CENtFRUNE MULLION 32. CENTERLINE BIKE RACK/CENTERLINE MASONRY WALL 33. INFILL EXISTING OPENING SEE STRUCTURAL I 20 6 A_ ' JRI'y ? # 40 -CN OF 25 I =r I--- L 2 II ) �7tmV*t 110 24 1 14 �� I I 14 ILII 11 \ i A1.2.1 (D33 _ 17 Enlar ed Stair Plan z Enlar ed Stair/Dock Plan 3 Enlar Stair Plan a Enlar ed Entry Plan V-0" 5'-0" Owner: PACA 1)j-0 PIPE RAILING, 10 PAINTED RETURN HANDRAIL TO WALL Properties, LLC 9 • I.•--., SIDEWALK 6600 SW Bonita Rd 4 Tigard,Oregon 97224 1C 1000 " °• ° • i• f1 1/2" EXPANSION JOINT " Project: ��'• �ti ° ° Paul Schatz i #4 TYPICAL Furniture - C4 ' '" W •° a 40 CONCRETE STAIRS Thomasville X iceC • 6600$6650 SW Bonita Rd 3 Tigard,Oregon 97224 27 00 (>F7s Concrete Stair Section • t2.1 -, -0 - - �� 5d2b-r1 5�-5" Sheet Title RETURN`� ' -°" 6'-5• ' -"• Enlarged Site I " J 2 VERTICAL BETWEENILTWO I HORIZONTAL RAILS Plans and 31 4 I 13 4 1 Details I n UI i i Yj-0 PIPE RAILING PAINTED I 22 I �► 20 I 1 LI Revisions- 1. evisions:I Value Engineers I LANDING •s � ng 2- SLOPE 4:12 2- •. 5-11" - ' . 1/2" EXPANSION JOINT ' 17 OD In -- - 13 /4 TYPICAL- o 11 ►' iv c CONCRETE STAIRS ° a • ` MAINVi NWTS a ,�.a, 2W. Au • O 30 n4M MAN=AM TM PPWW"or- 3 ► ' s• " , M :.OT dR TIN 11 1IN mT y r K UM A1.2.2 LAWDINC . . n EMBED 6 , GROUT '4f•gr• ar%an"OWN ORaU►, P.C. SLOPE 4r 1 • SOLID 3 __ 1" o Date 13 July 2007 IDrawn by: Checked by: n NiRW WEM SIDEWALK Job Number: 106M)i .5 / ,3 33 Enlar ed Entry Pian Concrete Stair Section Guardrail Elevation sheet of �•1 -0 �1215d2b-r2 Permit Submittal - May 2007 A • - �,w> :, . . moo,,. � ! ' + - . *M/,r.w., � -... .n.o-ar.�F.twsa"V�'M�ePtiilnRi" •YS�`A�"�.M;11".'n'L. .. ., .. .a _ _. Tl ....i 1��1�I}1 I � .: , ' '-' � • -.. :. - ,... .. � , \.l III �� I � � r r� �m TJ�►�rtr�r i1T-�r1r�i�Y 1 I 1 1 �.w»,.....,,,.,,,,,,.-,..-. , »w.w:.n.n,..-..+.r... �rr.,a..,... .+....._w..e,.,....r,•..sr.:.,, .»..«.. � , , �+� , , y ` .,+.rr.+r.«�.-•..�,..».r•..�.....,.. .... .-.. »...r_,-•..m.....--.�.•..a......._.._,.. -.,... .... _ .+.w-...." �..,.- .....•-f+w.r..n.•�r.,.....r•....,_.�.�..- s..,,....M,.�.�w+.,........+..�..er...r.....ew..>w."nrw :,.., - '11R..r1�..MMIa.,•.+w,.,ws.c...r.ar•.r,ys.....�.,.v+,.•�.rwr��.a,-.r:, ++..-+nwn..r•�..r,..w...,.•:«.,�n.,.-..w.,r,....w.»r.�.w.wa.av+ a •�r.rwlY�.�► .-...a,.-...»+s.r. ♦ .,,.w.rr,a►. s.4,A.MIYYMJ1,':•e4.au...r,..•.....M:•'1FW.'I�m..+.r....ew W..,tlwwv,•n..n:...x: •.....\y+„+r ♦f!f{ l .y SS 1. s.i t i Keynotes 1. LANDSCAPE AREA - SEE LANDSCAPE / \ 2. NEW SIDEWALK, TYPICAL 3. NEW ACCESSIBLE SIDEWALK RAMP 4. BIKE RACK - SEE DETAILS 5h10/A1.3 MILDREN DESIGN GROUP, P.C. 5. PIPE HANDRAIL, PAINTED ARCCIIITECfURE • SPACE PLANNING 0. CONTROL JOINT, TYPICAL 7650 S.W. Beveland,Suite 120 I I 7. EXISTING BUILDING ! I S. BROOM FINISH PERPENDICULAR TO DIRECTION OF TRAVEL, TYPICAL Tigard,Oregon 97223-8692 I I P. PHASE II, NO WORK UNDER THIS PERMIT Voice:503-244-0552 I 1 I Fax: 503-244-0417 I I /(D\ I I I I I I I I I I I 2 FH I I I 1 T-O- 1'-0' 1 -0 26'-0' RAMP - 1:12 SLOPE MAX. 5'-0" LANDING 25'-0' RAMP __1:12 SLOPE MAX. ~ i n N Z Xy N 7N N P4 RAP ��tz 01 ' 8 � 1:1 • ac a�ooN N 6 a - ---- - - - - _ _ _ _ �� I FF[11 02 7 f7l'.01 4 / .. 7 ---- ----- --- ___ nee: PACA Properties, LLC I Enlar Stair Plan 6600 SW Bonita Rd 1 -0 Tigard,Oregon 97224 Li i Z 1 � 1 � 1 1 Project: Paul Schatz 1 "' -V-0LANDING 25-0RAMP - SLOPE 1:12 MAX. V-0" 1 Furniture Thomasville 1 I 1 ' 1h0 PIPE RAILING, PAINTED 1 — 6600&6650 SW Bantle Rd N Tigard,Oregon 97224 1 ' V-0" 3'-8- V-11, 1 �l 4 TREADS AT 11" 34'/ PIPE 1 CONCRETE SIDEWALK PAINTED Sheet Title- RAMP, 1 j SLOPE 1:12 MAX. NRETURN HANDRAIL TO • ° ° VERTICAL POST Enlarged Site 1 12- 1 iv 1 r .a • CONCRETE SIDEWALK 1 " n • . Plans and 1/2EXPANSION JOINT 1 3¢" EXPANSION JOINT 1 _ Li Details 1 ------ • �' U EMBED 6", GROUT SOLID, TYPICAL Z U 1 U _J I o 1 = 1 1'-0' 28'-0" RAMP - SLOPE 1:12 MAX. 1 a ` •I Q u CONCRETE S' ° 1 SIDEWALK 1ho PIPE RAILING, PAINTED 1 1/2' EXPANSION JOINT 1 #4 TYPICAL °• 1 Revisions: 1 ° N 1. 13 July 2007 1 CONCRETE STAIRS Value Engineering 1 • 1 ' i CONCRETE SIDEWALK 1 v • N RAMP, SLOPE 1:12 MAX. 1 • �, EMBED 6", GROUT e. U 1 SOLID 1L c - 12" 1' • S CONCRETE CONCRETE SIDEWALK -- EWALK h" EXPANSION JOINT n . U c U p RIa TS ° ' ►.a. . ALL _ TIM OUVO s AM n1[P0010Tr or •b . - .• U MLOM OWN 111 P Q.AM TO St tw OAR M P[MMts:saM Or MUMi'fo l OtllaN OIOIIr,►.G ,; •"y,• ,, r . MNMJI[xo[rT MIM t"M�p011 MgTT[N LJ _Date. 13 July 2007 2 Concrete Sidewalk Ramp Section 3 Concrete Stair Section Drawn by: Checked by: �1 -0 •t -0 MRW WEM d2b-r3 d2b-r4 Job Number: It16051 Sheet 1� of 33 1 0 New Sheet - 13 July 2007 erm u m a - ay 7 A 1 .2.2 ' .. >.•.•�w.-»arses ,.. alF:; J+ri:,A:!I;� Y�, MICR',. ,. ,„«r,,,,M,,,,,•�,.,,,„,,n,,..,.�.w,,.,.- 1 . -... 'w.•Me.�•n,Mr111e�Mlnsute,+. wtiwa'I?"wik'x•� -�s�t'wr , .,,,.; 91rw,! ..,,. .-... .. .,� ...,,...r.,....., ...._ ._.. .. , ..... .,..,., ., • ... -_. : _ - A Sr: »....ew4"rl�w.M�,r,w.anl.,•�..raw.w.*w.+tw.a,rv..+rw."w...,.,one.n,elw ...._....+n..w.r�r..• ...�..q�.., _. - - .•- ..,..., .+r"�.err."r -.ir.,i.n.•+wr/...,�ar�l"111+�I�Irr11Y.�1�..wr4"+Ia+.+c ws+nw.nMn wr,e�-+m•.:z•+.wx•ar.w•.•- ..•-•..«r.-o-..sn ti l F i Rl -a q \ Keynotes 0 0 0 0 1. CLOSE AND LOCK EXISTING DOOR, REMOVE HARDWARE AND PROVIDE BLANK PLATE ON INTERIOR AND EXTERIOR �r.. 2. REMOVE EXISTING STAIR 3. REMOVE EXISTING CANOPY MILDREN DESIGN GROUP, P.C. INT Ar fWArr* 4. REMOVE EXISTING STAIRS, TOILET ROOM AND PLUMBING AHc fIrl'ECPURE - SPACE PLANNING I I I I I I I I I 5. REMOVE EXISTING ROOF HATCH 6. REMOVE EXISTING WALLS AND DOORS 1650 S.W. Beveland, Suite 120 i l l l I I I lil�� 7. REMOVE EXISTING CONCRETE WALL TYPICAL I I I I I I I I (I I I I I I I I I 2 8. REMOVE EXISTING SYSTEM Tigard,Oregon 97223-8692 I Lj .4+�-Ii+4-H— 9. REMOVE PORTION OF EXISTING MEZZANINE Voice: 503-244-0552 I I I I I I I I I Fax: 503-244-0417 3'-4 � I I I I I I I I I ill Lb Q I i H+-I H I 4411 u 1_1 i-I u L4 3 1 I J I 8 � � I 1 \\\ I 4 � I ` I r- _=IIS► F ✓I= _ I�I it �✓ II �✓ II � I � 0 ISI I I II II I I I I I I I II II II I I '� I II II II I OF B - - - - - --- - I -II -II -1 - - - - - - - - - - - - - - - • 1 —_- - - -- - -- - - - - - - - - _ Jl_ -- - - -IL_ - -- - j- - - - - 2 2 I 7 I I I I I I I II I I I i+ I I I I I I I I I .r I`C�-- — I — — — — - — — — — — --- — — — — — — — — — — — i I I I I I I I Own r: PACA I Properties, LLC I 5 I I I I I I II L 6600 SW Bonita Rd I I I I I I I Tigard, egos 97224 I 10 � I N — - - _ - - - - --- --, ��' 8'-0• 8'"0• 1 8'-0• 8'—Olr 8'-5l' Project: N-0}' 010 Paul Schatz Furniture - Main Floor Demo Plan Thomasville 0 2 4 8 18 6600 8 6650 SW Bonita Rd Tigard,Oregon 97224 Sheet Title: Demo Plans I I I I I I I I F I I Revisions I I 1. 13 July 2007 I I Value Engineering I I I � I I II I I Rta a�,P,P.Q. 2W7. Au I I I OF ININAI � a �ri. ARE NOT TO K UM dt 11�lIIOOt1uD N ANY I MAMA OOO" TM TIE PAW ttt11TT[N I aN aF MKnaN otnat alour,r.a Date 13 July 2007 Drawn by: Checked by: mezzanine Demo Plaf1 MRW/BK WEM Job Number: 106051 24 Sheet p �, - 0 ,e � f Permit Submittal - May 2007 A2. 1 .0 / • wa.•n,w..«4 i>:t�,ifla+yt;rli., a.�.td.�A�!n 7.ve rc+-. w.�i ,!�,+aa�aN9»r:'q! �:Y:. .�.,`�Aea?r ..�ks .. ,1; '�,.� n+anv. .^ua+rt•nsnw.,ar., mr�hpn Id 1 YF 4 xC ' • ti • .. .r.,,w.. ...u..-a--' ' `- - - .,....... .+r.++w.r.,ra.. ,w...wrwa.«.. , w.`..Yrw,w,«ew.,«......-.,.•+—a.r.r.e.r.r._...a..—.__....._ - --- +w.+..aim.,nu'+.•r.......,.aw+.+..r.,ra..,.s.w.w,..r.o..rl.r u. ls..w..-.. ..rs.....,..,...,....rr.w.� ,t�I.M„r„row.b,..• ....!►+,�►w.a+wu.+.:..m,..,ww..r. � ."u_.4_-. ..w+-+ ..,,.rA,..w».. -v+.s+.f•M.....rs,,...,n'rr.•.trrwucrwrva ..«.5:..«.a,t+.y, .w�.+ ,.ro wwrs+. Ykwrwir.+rnw....ur+..r...s.....r•.r.,,w .ten....... ,.,.....,.,..,.... ..,, !.!yiFw. .w....,.w ........,.wA,n.wu..•w.n..,ew...rrwwr.iiiii �) T l , 1 Keynotes o e Qj 1. INFILL EXISTING OPENING H 6x82,6 CA G 0 I 2. US ALUMINUM THERMOSET - WITH ^ ^ ^ ^ SOV BANMET 60 INSULATED GLAZING, MATCH CEILING, , FINISH A7 Y Y Y Y Y Y Y Y Y PAUL SCHATZ MILDREN DESIGN GROUP,P.C. 3. 3 9G' METAL STUD FURRING TO 6' ABOVE CEILING, COORDINATE nua lRECfUNE SPACE PIANNING WITH TI PLANS 7650 S.W. Beveland Suite 120 191'-0• 4. 6' METAL STUD FURRING TO 6- ABOVE CEILING, COORDINATE WITH I I TI PUNS Tigard Oregon 97223-8692 26'-0- 26'-0' 18'- 21'-0' 25'-0' 25'-0- 25'-0' 25'-0- S. B• METAL STUD FURRING TO 6' ABOVE CEILING, COORDINATE WITH VoICe:503-244-0552 /�- TI PLANS Fax:503-244-0417 I'-0- 2•_0• 105 `l 8. NEW STAIR, UNDER SEPARATE PERMIT 1p6 7. EXISTING TS COLUMN, TYPICAL 8. IS STRONGBACK AT NEW OPENINGS, TYPICAL - SEE STRUCTURAL 3'-4' 2 -------- ----- -- -- - ---------♦ 9. US ALUMINUM THERMOSET-47451 STOREFRONT SYSTEM WITH I Ant I 3 1 1 i- 1 SOLARBAN 60 INSULATED GLAZING; CUSTOM COLOR TO MATCH Q 1 •�. i BENJAMIN MOORE. HC-76, *DAVENPORT TAN" AT THOMASVILLE n ox , GYP BOARD O GYP BOARD TO YP BOARD TO IBOA D i0 � J 19'-6' VERT Y 13'-B' VERIFY 9'-6' VERIFY I li m I 1 GIP BOARD TO I 13'-6'YERIFY i ae, 1 General Notes 9 ---------------------� U 11 4 A. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS S` NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO START s. , �CW BOARD TO CYP BOARD TO I p � , OF WORK. BDTTOY Qi MEZZANINE IJ'-6' VERIFYB. AU HARDWARE IN ACCORDANCE WITH ANSI 117.1 O3 gOBC. PROVIDE (1) APPROVc'.D FIRE EXTINGUISHER WITH RATING OF NOT LESS THAN 2-A:I98 FOR EACH 3,000 SOFT. OF FLOOR � 1p I AREA TRAVEL FROM ANY PORTION OF BUILDING NOT TO OF I E 13 , _ - L ¢ °' _ 0 ' i EXCEED 75'. B 0 - - - - 1 YP BOARLI TOi D. 1OOR SPRINKLERING TO BE MAINTAINED THROUGHOUT IN I 13'-6-VERIFY I I ACCORDANCE WITH N.F.P.A. PAMPHLET 013. (BY SEPARATE I ' 5 n I PERMIT) I 1 ' $b I � I I 7 I I I , I I �I I E. PROVIDE SIGN A7 MAIN EXIT DOOR PER IBC 1008.1.8.3, 2.2 VACANSTATING 'THIS DOOR MUST REMAIN UNLOCKED WHEN BUILDING 102 1 I I 1 0' GYP BOARD i0 103 IS OCCUPIED' 9'-6' VERIFY 1 0 I 1 F. PROVIDE ADA SIGNAGE AT TOILET ROOMS AND ADA COMPLIANT 1 EXIT SICJJAGE 1 I 1 G. PROVIDE VAPOR BARRIER AT WARM SIDE OF INSULATION IN ALL ENTRY rc 1 3 I _ F 7070.1_1m 101 I 1 EXTERIOR FLOORS, WALLS, AND CEILINGS I - H it 1 I 1 . GLASS IN GLAZED CURTAIN WALLS, GLAZED STOREFRONTS AND o u � I I 1 GAZED PARTITIONS SHALL MEET THE SEISMIC REQUIREMENTS OF ASCE7, SECTION 9.6.2.10. SECTION 2404.1 (OSSA) ' 0 I IZING TER A SHALL CATEGORY TORTIf AS INDICATED INCPSC 16 CFR, ART ABLE ' 1 0 2406.1. SECTION 2406.1.1 (GSSG). IF ANY AREA OF GLAZING 1 I1 0 5 •,^ IN THE STOREFRONT REUTES AND THE DOORS EXCEED 9 SO FT 0.7 ' IN AREA CATEGORY 11 SAFETY GAZING SHALL BE PROVIDED o a� , 1 VERIFYn b I Owner: 1 E GYP BOARDTO I 1 I I 1 4 I * I I PACA 9'-6- VERIFY , 1Oa TENANT IMP�iOVEMENT UNDER 3EP�4RATE PERMIT )b 1 ' I I , Properties, LLC -- ----"--------- - I I 5 Z '1B I o6600 SW Bonita Rd b 1 Tigard Oregon 97224 0 a I ' I GYP BOARD TO yL , 4 4 4 4 8 9 1 4 IJ'-6'VERIFY 6 I 1 I GYP BOARD TO CW BOARD TO CYP BOARD CW BOAR 70 GIP BOARD TO Gl BOARD TO GYP BOARD 701 GYP BOARD TO m I 9'-8' VERIFY 13'-6' VERIFY 102A 19'-6• VERIF IV-B' VE FY 1 8'-6• VERIFY 1J' 6' VERIFY 19'-8' VERIFY 13'-6'YERIFY 6•_0• 6•-4 B•_o• 1; - Project: J-Iii'T- J-.• E3- e-° li�_ i Paul Schatz 1 Main Floor Plan Wall Legend Room Symbol I-egend 'Thomasville 0 216 O EXISTING WALL 7O REMAIN O PARTIAL HEIGHT WALL 3111" METAL STUDS WITH ROOM NAME 360086650 SW Bo,Ra Rd W GYPSUM BOARD EACH SIDE ROOM NUMBER Tigard Oregon 977Z4 EXISTING WALL TO BE REMOVED - 36255127-33 AT HL' 0/C 101 8' METAL STUDS WITH IC GYPSUM BOARD TO 6' ABOVE CEILING BLOCKING AND STRAPPING REWIRED ABOVE GYPSUM 30ARD - 600S162-43 AT 18. 0/C < 28'-0' T ///�� - 6005137-54 AT 12. 0/C > 7.6'-0' ` .1 / J%• METAL 5TUD5 WITH A? GYPSUM BOARD TO `T' 7 ® 8• ABOVE CEILING - 3825125-33 A7 24' 0/C Sheet Title. 6' METAL STUDS WITH M' GYPSUM BOARD TO Floor Plans I I • • • G' ABOVE CEILING - 600-'182-33 AT 24' O/C 2a'-O- 26'-0' 18'-0- E%ISTING CONCRETE WALL WI1M METAL STUD FURRING AT 24' O/C WITH BATT INSULATION AND %' GYPSUM BOARD - SEE PAN FOR 12 METAL STUD SIZES A69 Door Schedule MARK NOMINAL SIZE FRAME DOOR HARDWARE REMARKS WIDTH [HEIGHTI THICK. MAT'L FINISH MAT'L FINISH TYPE GROUP 1018'-0• 7'0• AL CC AL CC A 1 MATCH BENJAMIN MOORE HC-76 -DAVENPORT TAN 102A J'-0- 7'-0' W HM P HM P B 2 I I1028 3'-0- 7'-0' 1 HM P HM P B 2 102C J'-0- 7'-O• 1 HM P HM P B 2 103 3'-0- 7'-0- 1 Wit P SC P C 3 VERIFY FINISHES WITH THOMASVILLE 104 3'-0' 7'-0- 1 WD P SC P C 3 VERIFY FINISHES WITH THOMASVILIE RevMlorm a 105 3'-0' 7'-0' - AL DB AL DB D 4 MATCH EXISTING FINISH 1. 13 July 2007 IFrEi Value Engineering R I I AtALUMINUM OB DARK BRONZE HM HOLLOW METAL P PAINTED WD WOOD - PRE HUNG CC CUSTOM COLOR SC SOLID CORE Door Types Door Hardware I I GBDYPI �, �• 2 BOTTOM PIVOT DOOR SUPPLIER GROUP 7 2 TOP PIVOT DOOR SUPPLIER i)4 PAIR BUTTS STANLEY NRP F88179 4)¢X4)4 2 MTERMEDEATE PIVOT DOOR SUPPLIER 1 CLOSER LCN AL 1071 V 2 CCACEALED CLOSER DOOR SUPPLIER 1 PUSH IVES US320 8105 1 I 2 PUSH/PULL DOOR SUPPLIER 1 PULL IVES US32D 6200 3X1[ 1 THRESHOLD DOOR SUPPLIER 1 LOCKSET SCHLAGE SATIN CHROME 83110n 2 DOOR SEAL DOOR SUPPLIER AR>K rrr w 2 DOOR BOTTOMS DOOR SUPPLIER GROUP 1 •moi ouou a1w• e.p, 6Am m c uem a Mr•mu®x Ar. I MEETING STILE ASiRAGEL DOOR SUPPLIER 1 BOTTOM PIVOT DOOR SUPPLIER un. pxvr wrn r,e n„o1 .,nip 1 LOCKSET - 3 POINT ADAMS RITE MS1850 1 TOP PIVOT DOOR SUPPLIER °f W01O1°mO1 °101" '6 DOOR SUPPLIER 1 CYLINDER ADAMS RITE 4036 1 INTERMEDEATE PIVOT Date 13 July 2007 4 1 CONCEALED CLOSER DOOR SUPPLIER GROUP 21 PUSH/PULL DOOR SUPPLER Drawn by: Checked by: I)4 PAIR BUTTS STANLEY F98179 4)4X4)4 652 1 THRESHOLD DOOR SUPPLIER Mezzanine Floor Plan 1 THRESH SCHLAGE 172A ND92PD 828 I DOOR SEAL DOOR SUPPLIER MRW/BK - WEM 1 THRESHOLD PEMKO 4041 1 DOOR BOTTOM DOOR SUPPLIER 1 CLOSER LCN 4041 DEL 899 t DEADLATCH ADAMS RITE 4510 Job Number: 106051 0 2 it A 8 c D 1 DOORBOTTOM PEMKO 420AV I CYLINDER ADAMS RITE 4036 sheet / 7 U F" 33 1 LOCKPLATE 13BW 9616 1 WEATHERSTRIPPING STANLEY 10-5050 1 EXTENDED RAIN DRAIN REESE R-201C Permit Submittal - May 2007 A2. 1. . 1 . I thjip ,ItI Pl (�, IpigT�R r 1 ��1 �r q J PX 1 "h ^,Mr. 'c I Keynotes C}�� r rt r1 r�r r, � 1. US ALUMINUM THERMOSET - 4T451 STOREFRONT SYSTEM WITH SOLARBAN 60 INSULATED GLAZING, CUSTOM COLOR TO MATCH I Q1 BENJAMIN MOORE, HC--76, 'DAVENPORT TAN", TYPICAL AT 8 THOMASVILLE M IL DREN DESIGN GROUP, P.C. 1 2. EXISTING TS COLUMN, TYPICAL 4 1 11� 3. TS STRONGBACK AT NEW OPENINGS, TYPICAL — SEE STRUCTURAL ^uc1uTecruKH SPACE PLANNING 4. TS COLUMN - SEE STRUCTURAL 7650 S.W. Beveland,Suite 120 5. STUCCO SOFFIT, ABOVE Tigard,Oregon 97223-8692 1 I 8. FABRIC CANOPY, ABOVE 7. METAL GUARDRAIL Voice: 503-244-0552 ON 1 S. METAL GUARDRAIL WITH STAINLESS STEEL HANDRAIL Fax: 503-244-0417 1 --- 1 1 9` �' 9. PARTIAL HEIGHT WALL, MAINTAIN HEIGHT OF 8'-0" AFF (4'-0' 1 I 1 ( 1 10. STAINLESS STEEL OVE ENTRY A N E PLATFORM) HANDRAIL 0 11. MOP SINK, SEE SCHEDULE SHEET A5.4, COORDINATE WITH TI 11 I 12. PROVIDE PLUMBING ROUGH IN FOR FUTURE SINK, COORDINATE WITH TI DR..WINGS DN 13. DRINKING FOUNTAIN, SEE SCHEDU.'' SHEET A5.4 1 1 I I 1 7 TR ADS T 11" I 1 s 1 I 1 3 1 I 1 �r , r■ rfar•ffsfrr. rr.r�I 2 Enlar ed Stair Plan 0 1 I , S 1 I ' 1 1 1 377777 O 1 I 1 19'-4j" RAMP SLOPE 1:12 MAX.-Ro — _ RAMP - SLOPE 1:12 0 � DN 1 N 3 h � � 4 8 � C �'V r.r.r. rrfr .,. . 11_61" ♦ I I t I S I I 2 I o I + I 1 1OAIL2 1 -- I 1 I I Ae•3 ca RAMP - SLOPE 1:12 I Jo f M I I 0 1 1 _-1_- 2 3 �' 5'-0" LANDING j Owner: PACA ` G AND 15'-11" RAMP SLOPE 1:12 MAX. 1 1 I I o 1 I I I 1 I _._ J °N I -- - -� Properties, LLC I I _ (CEJ I I •— I I I ON I I _ R2i.-1 8'-41" , I 1 3' 6" '-s` ,'-u' - 16' 10�" t'-6" 6600 SW Bonita Rd FACE OF I 5 - - - - - Tigard,Oregon 97224 9 I I e 14'-7j` + I , oM3 nlar ed Ram Plan fSU 00 Cf 11'-64` ZO �� 6 I Project: t~ G w f f Paul Schatz Furniture Thomasville � 2 24'-41' � � i a a 5'-3i" f I 1 2'-8 j' ;;� Cr 9 I I 6600&6650 SW Bonita Rd JTigard,Oregon 97224 6 A3 3 16J- VERIFY 3 A4.1 -i 3-40- 1 L iv Sheet Title CLAR - - - - - - _ - - [Enlarged I 2 Floor Plans I 3 4 A5.x I 1n .1 _ � 7 2 / 1� A3.3 I �� 12 7 I 3'-0" I 9 3A9.3 I 2 A4.J I , A4.1 A&3 in -- — — _ Revisions: N f r ,_ 1. 13 July 2007 o `OValue Engineering , 4 001 13 1 I 1 , A4.1 o I I �o � 1 on i3 0" M =i; r.a.iao7, All, Ela�raed Entry Platfo;fm Plan 6� - I MWT *v MUM DOW aftNOT To a Ulm Olt*Wikirc op � �+Y n 1 -0TIR FIRIMo+exc. Date: 13 Ju—ly 2007 9'-91' 10'-01' S'-6i' Drawn by: Checked by: MRW WEM a Enlar �ed �Toi�letRoom Plan Joo Number: 106051 -0 Sheet / T f- 33 Permit Submittal - May 2007 A2. 1 .2 i 1 ;'4F rt�.aa�Y+.y,yyy4i,' l 'Sff�lbi;6.wo.n;.,e)rp{it;1�4i4jry�i�1►�1AbyIgU ..,.r... • 1 .; .. - "S•'..' •, ..e.P.trManun�9Ett1Ut111MAR•4,:nri'°R�c'.., fiirw. v.; ...-. _ _ ._ - ,, .. 7. �, ,.,rw"n.n,....-.+wu-N•• . )"..,.,, »':rr,., _, ,... .:.wj. � n. rt iii 1111,�TI , w ' ` n.• . . 10 Irl r r�►�I�I I I /tiM ..-.... __ +-..e•.,»a.-Y+r..w+r..,s.+nr.+ ,.rs .«wa. ..nw" 1,/fa.+�yy�,p...+rwair..,w r►wwM.,.a.rr..+w�. .-r..r.r: »:.r-«rry+.r,�.r ^J..:... ..r„ y,;. ...,,. ..,..::-. •+rw.•.bawyYY.Ma+-•�•r.lA�• Ar < ,c....n. . .w.. _. :� .._.. .. ... ..._..:+. .w wwewMw.,......"...r.- �..,,snn o..+nff.w+....ww.wrn,..wrr..,w.. M..YrAAi I S i r` t? r h'f e Keynotes Qr�. 1. EXISTING PARAPET FLASHING TO REMAIN, PAINT P-2 2. REMOVE EXISTING PARAPET FLASHING 3. NEW PARi.PET FLASHING AND CORNICE, PAINT P-2 4. EXISTING ROOF DRAIN AND OVERFLOW MILMEN DESIGN GROUP, P.C. S. EXISTING RIDGE, TYPICAL 6. EXISTINt; VALLEY, TYPICAL AR(111TECrURE • SPACE PLANNING 7. MECHANICAL UNIT, TYPICAL OF (4), PAINT P-1 TO MATCH 7650 S.W. Beveland,Suite 120 BUILDING — DEFERRED SUBMITTAL Tigard Oregon 97223-8692 S. SKYLIGHT 9. FABRIC CANOPY, BELOW Voice: 503-244-0552 20'-3r 10. METAL CANOPY, PAINTED Fax: 503-244-0417 11, CRICKET 12. ROOF TO ROOF LADDER, PAINT P-1 13. NEW 4—PLY BUILT—UP ROOF WITH CAP SHEET 12 i 10 \�� /' \\ �� 2 9 •- � / \\ /moi /ri i� / — I \\\ /'' I • 4 • 4 I 3 \ / LE OF \ / I a'—o' X X \ I co Gwner: PACA Properties LLC 6600 SW Bonita Rd Tigard,g 97224 2 10 Project: Paul Schatz Furniture - Roof Plan _ Thomasville 0 2 4 8 16 6600&6650 SW Bonita Rd Tigard,Oregon 97224 I Sheet Title: Roof Plan MECHANICAL EQUIPMENT — SEE MECHANICAL RUBBER GASKET f I PYRAMID SKYLIGHT SKYLIGHT TO CURB BY SUPPLIER FLASHING MASTIC I _— i — -1 COUNTER FLASHING , PT 2 x 12 SKYLIGHT CURB — SEE I STRUCTURAL �——PROVIDE NAILER AS REQ'D. / BY ROOFING CONTRACTOR CAP SHEET 4' CANT FLASHING PLY Revisions: ~ — --ROOF FELTS 2 Q EXISTING ROOF FIBER CANT SIMPSON LSTA18, ONE AT EACH CORNER — SEE STRUCTURAL ROOF SHEATHING NEW GLU—LAM BEAM — SEE STRUCTURAL QIP. P.0 !app ALL THLME NAVRW AN *1N PIIOMM or ZAm+ N ANYWO � R ' IN MLWM OLMMI # PA.me A NOT TO R YIr' uR II�PI� C. Y1L011[N 0lMOp 011ta�, P.C. COORDINATE WITH MECHANICAL PMtIIMIIan�Ilov r w,,;; TNL P1tl011 MAITTEN DatL- -�-18 May 2007 Ms�chanieal Curb _ 2 81 kylk3ht Drawn by: Checked by: M 1204-r2 RW WEM Job Number: 106051 Shat ( 1 OF Permft Submittal - May 20^7 A2.4. 1 grrw,w»c.M.!K•r.w.r..;...v.,arrmr,�-..p..-,�:na,Ir'.,�lt 41 . iA • r ,; ,-.,.,µ,vstwsl�Kw�MN�bll�'�I ' . M1q+anh.,.•riw....an.,,xrrw.w..+t. ..w..,y."��,yMY•• jY..1:.oM::�vA.s..,. ., ... ..,. ,�:a,.,`Irur..... . ._. .. ... ,.., ., . ... ,, .y..N!aM',,Y.h;R,d�!M'1�` _ •��.t fr ' ' : %P ' ; �. ,�. ~,�; � � '. • , � » .K c•.,nT..r.+,usnenwrwaigzcgmwr.rsoHYMtrlvewMni'Aa'�iARdR^y tt55``1 ^.• ...... .........w.o�...-...:,. ,_....,...�...--....•n...a.«...,.ww,.....,•�+.,.�.;......�.�....�.� +....r...............r.,.,.. moo, ,, .'r "" a ..,-w++....r.:—.r.,..r.,..........o.irew..w.,s:........o,.q..,...,,�,,.n. ,r........... •- _..,..._. - _ - _ _ .. _ �: , L r/ r� ' •F al 1 10 Keynotes i 1. EXISTING CONCRETE TILT PANELS, TYPICAL - PAINT P-1 2.10 10 30 10 10 3. CMUTWAING BUILDING, CHANGE INSCOOVER EXISTING TILT PANEL, CMU-1 4. BRICK OVER EXISTING CONCRETE TILT PANEL, BRK•-1 MILDREN DESIGN GROUP,P.C. 5. BRICK OVER STUD WALT. OVER EXISTING CONCRETE TILT ANCHITECrUKE • SPACE PLANNING PANEL, BRK-1 f------ --- - --1 6. US ALUMINUM THERMOSET - 4T451 STOREFRONT SYSTEM 7650 S.W. Beveland,Suite 120 24 I WITH SOLARBAN 60 INSULATED GLAZING, CUSTOM COLOR TO Tigard,Oregon 97223-8692 8 1 I 25 MATCH BENJAMIN MOORE, HC-76, "DAVENPORT TAN", Voice: 503-244-0552 l TYPICAL AT THOMASVILLE Fax: 503-244-04J7 7. SUNBRELLA CAPTAIN NAVY FABRIC AWNINGS 8. STUCCO OVER EXISTING CONCRETE TILT PANEL, ST-1 10 _ _ - - 9.29 0. METAL Af R ME PAIN RAPMING, ST-1 11. EXISTING METAL COPING, PAINT P-2 12. EXISTING CANOPY 13. NEW METAL GUARDRAIL, PAINT P-3 14. CLOSE AND LOCK EXISTING DOOR, REMOVE HARDWARE AND 7 PROVIDE BLANK PLATE ON INTERIOR AND EXTERIOR, PAINT 4 1 P-1 15. ENUSTING UVERHEAD DOOR, PAINT P-3 - ,•�- 16. NEW METAL CANOPY, PAINT P-3 17. NEW HOLLOW METAL DOOR AND FRAME, PAINT P-1 18. NEW CONCRETE STAIRS, PAINT P-1 19. NEW METAL GUARD AND HANDRAIL, PAINT P-3 20. SIGN, BY OTHERS, UNDER SEPERATE PERMIT 21. CMU SILL, CMU-2 22. ANGLED DOCK, PAINT P-1 13 23. DOCK BUMPERS 24. NEW ROOF LADDER, PAINT P-1 ' (19 25. POSSIBLE LOCATION FOR ADDITIONAL SIGNAGE, BY OTHERS, UNDER SEPERATE PERMIT 'Q 26. STUCCO CONTROL JOINT, ALIGN WITH TOP AND BOTTOM OF North Elevation y METAL FLASHING 27. STUCCO OVER EXISTING CONCRETE TILT PANEL, ST-2 0 2 4 8 16 1 18 28. BUILDING ADDRESS, 8" HIGH, 1" THICK DYNAFOA10 WITH • • M,1 8'-14" PLASTIC G/ERLAY 29. EXISTING MEZZANINE WINDOWS 30. MECHANICAL UNITS, TYPICAL OF (4), PAINT P-1 TO MATCH -"� BUILDING OF - 10 f=inish Legend 10 10 i0 CMU-- MUTUAL MATERIALS, 4x8xl6, SPLIT FACE, "KHAKI CMU-2 MUTUAL MATERIALS, 12x4xl6, SQUARE TRANSITION SILL, • "KHAKI" - CUT TO FIT • BRK-1 MUTUAL MATERIALS, MISSION TEXTURE, "VINTAGE" 1 ••�••�• _ SSTU;CO MATCH DRYVIT, #449, "BUCKSKIN" ST-2 MATCH DRYVIT, #310, "CHINA WHITE" . id• • t.o � � PAINT P-t BENJAMIN MOORE, HC-84, "ELMIRA WHITE" P-2 BENJAMIN MOORE, AC-40, "GLACIER WHITE" P-3 BENJAMIN MOORE, HC-76, "DAVENPORT TAN" • y' ' 7 7 r• A48.2 M6., Symbol Legend Owner: ig �T PROVIDE TEMPERED GLAZING IN ACCORDANCE WITH I.B.C. SECTION 2406 PACA Properties, LLC 21 18 South Elevation " 6600 SW Bonita Rd 0 2 4 8 1,6 Tigard,Ore_on 97224 2 3 1 2 3 A41 A4.1 A4.2 A4.2 M.2 10 EQUAL EQUAL 4 *-- - 10 Project: :nio - 4 '° Paul Schatz 28 Furniture - N :r e Thomasville 27 26 `• 26 27 ZO ~ _ t _ •9 _ 27 6600&6650 SW Bonita Rd ;N I Tigard,Oregon 97224 N . 0 lap 7 O OD N Sheet Titk: E levat ions 3 5 5 21 5 i 5 21 8 5 5 6 5 5 13 East Elevation 0 2 4 18 t Revisions: 2 1 16 19 7 15 17 RIQITI IE�I1M1 ' P.0.' • ALL MUM UMM WA;�,P,q,AND A1E MOT TO K UED OR lENI�110� N ANY 22 ' TNE�NAM IN AM TM 11IIOPpITV O< MANNER, [xCtPT MflN TIE PNIOR NIfTTL}l PEIMI�IpI Oi IMLDIEN DE>Npl OIIOIIP. P.C. Date: 18 May 7007 Drawn by: West Elevation 1e MRW by. Checked WEM I OMNI 0 2 4 e 16 Job Number: 106051 Sheet ;LD cf 33 Permit Submittal - May 2007 A3. 1 1 . . . . .. _ " ' ,, .,•,.,,y.,�,"L..._., oil I � i � 1 f� j'�-.L.,I J.1 1 1 T T 1 T 1 f 1 1 1 I -._,.,,.,w,,.►s,�:�•„�:.,*,�...w.... ,a;:fi.:r.� , .,,�,,,...�....._._.... .M•"..\„�",r�esl �s�a ........__._ -•r""` • Tt ir I ya t �.k,' ` �► 7'W F Tw'. JJ 2' M1 "y. Keynotes 1. EXISTING BATT INSULATION 2. NEW 4—PLY BUILT—UP ROOF WITH CAP SHEET 3. EXISTING TILT—UP WALL. 4. EXISTING SLAB ON GRADE MILDREN DESIGN GROUP, P.C. 5. NEW ELEVATED SLAB. SEE STRUCTURAL. ARCHITECTURE • SPACE PLANNING 6. FOOTING. SEE STRUCTURAL. 7. SUSPENDED ACOUSTICAL CEILING UNDER SEPARATE 7650 S.W. Beveland,Suite 120 PERMIT "Tigard,Oregon 97223-8692 a. SEE FLOOR PLAN FOR FURRING HEIGHTS. Voice: 503-244-0552 9. STUCCO SYSTEM WITH ACRYLIC FINISH COAT O`ER EXISTING TILT—UP PANELS. Fax: 503-244-0417 ti JR OF z I I I 3 Owner: PACA Properties, LLC 8 � 6600 SW Bonita Rd Tigard,Oregon 97724 ir 12 ` Project: A&I Paul Schatz e I I � e � e � a Furniture - I I _ Thomasville ------ . ' I I 7 6600&6650 SW Bonita Rd 7 7AS•, Tigard,Oregon 97224 t I La7 I Sheet Title: Wall Sections >e I I I • Revisions: LU _ L-[jLF,- U Ul ��- \ °gym°� �- r _ Ali -I�� ID y , ID _� , f� + 11 [�-- 4 _�_ '- . . ; ID -IiI • T11- 1 \, c• , I� \ � • • � — M0.DIIEN DE>iNN 01119 1.1115.P.O.. 2001, ALL \ • • ] \ +• TNESE ORAM0100 All THE PROPERTY OF 0! / MODREN 001 CROUP.P,C., AND ARE MAMIER, 070CEtT RiTN THE PR10R rMUTTl11 NOT TO R0 UID OR REPRODUCED M AMY PERMISSION OF MODREN DEl101 0110UP•P.C. Date: 18 May 2007 Drawn by: Checked by: MRW WEM Wall Section Wall Section 3 Wall Section Job Number: 106051 -1 -0 •1 -0 n1 -ONSheet ;2 Permit Submittal - May 2007 A4. 1 .. _...........n».....•.+K+r.nn.�8+".rro"ri+t'a+!�..7+xani«w...w..•n4n+wane.+e*nat+nr-,r,w«•.....e.r........ .. �' lb Hk 'tk"�"."�" x uaKmRfw v.r�e*i , ve 1 aeon ». .:... •� ,... ....F.- • .. ::i.., fN.'WeR1��.• • •. � ,.. ,.II aMFrr••..vAIw.rA lFzrtra^•.»'1--wlkM' nhrN ••nils:yam.\M* • 1j •» , • �� !n rT � r � r�r �'�i`T Ijr Y� ' lF t T r�11 rJr P }.i'.. • ....`. All• ' 'w+�l.ler++.:.1..Iw2r...r. ,....+w.v.+Hwy..�wMr.ar:rWitsnlMnA►.eV+.•irA..A...+.w.A.rp..1.w.« � �• ....u7®r.•r..�.../.e'.�•a+Y•+.+..@^ro4cwar •.a�...wauxa•:atww.+�r'w.wu -»r...,...,, .......�.. ». ._.. ,.:lvi...,MawAG.alrwr+..,a •.�r . .. .wr....-v.n.+fww+w--�•xrrn•.....r.ml4ni/MA4 ....... ....1.....+.....�c....r.......-wwwa.,....wr.......... +..�.—_-�:�w.s.....l..ww.a.rw......�.,.,..,•+..rwi.n.r..rr........�..r.w...a>,+...n...a++�...--,<.. „r,-.,r,.,..,r. ..a•lya��.-., ,M:..:. .+...-.•+rrr..n.dY.+sw,.......-..r.arr..+r--....r..,n:-.ww...e+4•..w�.ial►..0:.•riiuwr4lFi/Na.�1�,. _ ,.., ;t - - -- - - _�- ...F�f10y�pt�..c...m4x �..:siwh..wwlwAw-.1.w...,a�,a�wao+..w..,.rw.•..w:..•......rv,,..,.nwl.•. k4$� ''yi• y M .2 1: j Keynotes O' 1. E/ISTING BATT INSULATION 2. NEV 4-PLY BUILT-UP ROOF WITH CAP SHEET 3. EXISTING TILT-UP WALL. M 4. EXISTING SLAB ON GRADE ILDREN DESIGN GROUP,P.C. S. NEW ELEVATED SLAB. SEE STRUCTURAL. ARC111TEC17URE " SPACc PLANNING 6. FOOTING. SEE STRUCTURAL. 7650 S.W. Beveland,Suite 120 7. SUSPENDED ACOUSTICAL CEILING UNDER SEPARATE PERMIT Tigard, Oregon 97223-8692 S. SEE FLOOR PLAN FOR FURRING HEIGHTS. Voice: 503-244-0552 9. STUCCO SYSTEM WITH ACRYLIC FINISH COAT OVER NEW STUDS. Fax: 503-244-0417 10. 2-.1,/2' X 3-14" X 7-h' BRICK SYSTEM IN RUNNING BOND. 11. NEW STOREFRONT SYSTEM I 2 Aat I / r I � OF I T`- 4 �r mfr• � � � �. � � v �" 1 .• 9 3 I f . Owner: • PACA ` I Properties, LLC 10 6600 SW Bonita Rd Tigard Oregon 97224 IR " o1 ••. .. a N lel2 >t Project: >R k Paul Schatz Furniture - 8 AB., -- -1-- -- Thomasville !liii Y!!!!ii • iit•!!il iQi��S� .-3--Q— ----•'— s I 6600& 7 � - � �► ' I Tigard,Oregon Bonita Rd on 9722� . I " 1 Sheet Title Wall Sections • •' 13 A6., 1d " • A6.t • 5 i I Revision V. 04 W . t • i .,. '• . �. j^ MUM a P.Q. =17. All I 11Q MOM AM M PROP 11Tr Or gwv MOM 6 f'• i, l n AM a1�1111DOIt� RIN AW MM1RI1, OIDOT M11M M PIIIOR IMI,TTEN POMMlMdI Di I DIIIN 011M O1". P.C. / Date: 18 May 2007 Drawn by: Checked by: MRW WEM Wall Section Wall Section Wall Section Job Number: 106051 33 sheet a�. o Permit Submittal - May 2007 A4.2 f Tj r . n...:....r.w<.!•ewn.a { • ...y .. :: i;: ;.. � �7� i. - , or..,�' ,�_.,.. _ p>.. � �....,..�. • ' �'lrs'-.„t 1 •o+Ir11^•Y!tir ' gip: •�y,I }• Ynt?5'A + z= 7 ' +.,..�,y....rw.•w...ra.,,irw.ws,.e.wee+its.�+�.wn�nawrr.•wr<+:r+er+�frrer,�^�w..�r►r.�'1••wYUQ.A•• --+s+.•r+.w....-n+.r+—.._•.w.� ..w...w,..rrrr..r.«+..eaaws-r ...m..,..e-.�:•a. a+..- ..�...ew.au.lwrar+.�.r...+...r.ww.... w."w•+�::, ...r....i.:'�r'--- .n.,-� .�..•�e..—. ,....w.w:.w ril�M�i.r+rrfr•r.�- sa.'�M3. w+nAll�w'CYl'nrn.o:. w...rr...+...v-+.nNr..rwr+t.w..w..r+... ww.�...,..w...aw..,.r.v..e.,w.QQwrMt•rr•c.aw,.. .. - ,..` ,. .,...., ...•.,,.-.�....+.......wp.o...... .._:.r...r.««wm.-.,wvv.r..�...w...n.n.,...._r+....�f..rr:.:........,.,..+a..«.......w."�....��.r..�.,............-.n....e�...,ww-a++s. ..�...s.:...a -nt.r..,s,......M.Ilgr.+.r.e.�er....�...•�....rW.�+.lr.rr...-ter.., A, .. ' Ir:i..l.Wclnfr:T.A1nPy�.r..r,w.+M#..i+..M. f v 7' fu L. Keynotes 1. CONTINUOUS WOOD RAIL TO MATCH FORMICA X17739-58 "COCOA MAPLE` TYPICAL 2. PAINTF•I) METAL ON RAILING; PAINT BLACK 1 2 4 3. STAiNLESS STEEL HANDRAIL MILDREN DESIGN GROUP,P.C. 4. PARTIAL HEIGHT WALL BEYOND ANCIIITECrUNE • SPACE PLANNING 5. CONCRETE RAMP 76,1Q S.W. Beveland,Suite 120 _ - -- — -- - 6. EXISTING CONCRETE SLAB — - - - • 7. STAINLCSS STEEL POSTS AT INTERMEDIATE HANDRAIL TYPICAL 'Tigard,Oregon 97223-8692 1 TP. 3 »_ 9. CONCRETE WOOD BASE 0 MATCH FORMICA' /7739-58 `COCOA MAPLE" Voice: 503-244-0552 (12 EQ. 1 ..1 0 EXCEED 875`) T'P• v • TYPICAL 10. CONCRETE LANDING Fax: 503-244-0417 11. CONCRETE STAIR - SEE STRUCTURAL 1'-0" 14'-8" 5'-0' ° 3 3 1 • ■ I v � 0 • 5 10 I 0 • V • � °p 3'-0' CLEAR w • .° 56 • v • • • 3 ■ • OF � � O • I • N N 6 0 It Cr 8 r . . R Section 71" (2 E0. NOT 70 EXCEED 3.875") Sr (2 E0. NOT 1•0 EXCEED 3.875') 3i" 3 " 3 " TYP. -- 3" 3` -� TYP. 3,-4j» TYP. 3,-�. 3r —" Al _ - —A 3J" 3J" 1 2 3 (10 EQ. NOT TO EXCEED 3.875`) (10 EQ. NOT TO EXCEED 3.875') Owner: TYP. TYP. TYP. TYP. Paul 4'-64• (14 EQ. NOT TO EXCEED 3.875") 4'--94' (15 EQ. NOT TO EXCEED 3.875") /_4'-94- (15 E0. NOT TO EXCEED 3.875-) 4'-9}" (15 E0. NOT TO EXCEED 3.875`) 3 - Schatz �- 2 ■ I ma=r-�- �._.��.. • i� 6600 SW Bonita Rd Tigard Oregon 97224 O 5'-00 ° 1 I I 10 �o I •° • .. Project: ' CPau 1 I ■ ,• ° , 1 i7 O • e 0-- . .° ° .. N e Schatz N Furniture • D • —�.l - •• D •r • D 6f'00 SW Bonita Rd Tigard,Oregon 97224 1'-11" 6'-5- V-0 �gRpM Section a Stair Section at Guardrail Sheet Title: - -- — - ---- --� -- - — -- --- -- _ -- m p and 1 2 3 3J" 3J" 3Q" 31- w 6'-5" (7 TREADS AT 11') 1�_Ow Stair Sections TYP. TYP. TYP. TYP. 1 -11 I — 4'-9 (15 E0. OT 70 EXCEED 3.875») 4'-9 " (15 EQ. NOT TO EXCEED 3.A75`) 4'-9}- (15 E0. NOT TO EXCEED 3.875') 4'-64" (1 EQ. NOT TO EXCEED 3.875") r � 3 - r!A ��- - _ o 3 ��-1 ✓_� iv 11" -- -- __ TYP. 0 5'-0- 1 - 11-0, c — • t Revisbrm 10 ° 00 O • ^ • •O N • • • �� N i ° ' °• 6 \o J o �� • I G •• • If • • v • * • ♦ w. • _ r _ T •• • • ♦ At • •• - P.0 lD_. Al Y�D i1T1wmvy , rd= 011AMIN ARE Tit 141 MTr OF MOM 011511101 M ARE NOT TO K W= i b j �M iwr Y�OIOQ�T +11111 Tit PIU011�I11TTl1 ar►MtDRE/l 0[f1oN aRoll�, r.c. a Ram Section Stair Section at Intermediate Handrail Date: 10 2007 >A =1 -0 •9 -o'-- Drawn by: Checked by: MRW WEM Job Number: 106051 Sheet �* of Permit Submittal - !►day 2007 A4.3 r .,, .:• , ,. ; - . .,' � :: ; � ,. ,r11 fit rTj . �( �1 ( 111. 111 i • • �' wwm..+......... -.. ......f.- .-..Mr.a.S.w...N'.F,v.ww.wF..s+N...w.•1^M.�-MJ:1.:r...r-ti1.•.r•IRr.wrt:.�m ii.You..•u•r•r.s�.,•s..•ru+�w.mr--..^,..Y�w`�b+Vti.:.. 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MEMBRANE SET IN FASTENERS AT ARMITEc"TUHH - SPACE PLANNING COUNTER FLASHING — a —� FLASHING CEMENT 8" O/C 7650 S.W. Beveland,Suite 120 1'-4i PT NAILER I'-4J" PT NAILER 1 `�a /-- PT NAILER OR HOT ASPHALT iv CONTINUOUS — - - CONTINUOUS _ " 1'-0 CAP SHEET Tigard,Oregon 97223-8692 SEAL. TOP OF CAP 1'-0" i• CLEAT i 1'-0" it CLEAT MEMBRANE Fax: : 503-24 1 r— FLASHING MI 1 '0 FLASHING PLY r (2) LAYERS 60 Voice: 503-244-0552 AND MEMBRANE 1'(-� t' - • 4" " FLASHING LAYER FASTERNERS AT - .: FASTERNERS AT I Y4•1— MINUTE MOISTURE 17 WITH FABRIC AND RESISTANT BARRIER MASTIC •0 8' 0/C 8' 0/C ,,, _ io • CONT;'UOUS CLEAT + + CONTINUOUS -i c CL EA T 4- ROOFING MEMBRANE + + FASTENERS AT ` COUNTER FLASHING ° 8 0/C v ri 4"- 4 ROOF FELTS CAP SHEET METAL CORNICE, PAINTED FIBER CANT METAL CORNICE, PAINTED METAL. CORNICE, PAINTED MEMBRANE + BACKER ROD AND SEALANT — BACKER ROD AND SEALANT i• BACKER ROD AND SEALANT � FLASHING PLY it S" 3a CASING BEAD 3' CASING BEAD T• 3' 3• o ROOF FELTS 2>}• 2i. METAL FRAMING FIBER CAN T 1�' 14" BRICK VENEER _ --- STUCCO ON METAL LATH OVER PLYWOOD EXISTING CONCRETE WALL STUCCO ON METAL LATH ON CONCRETE - (2) LAYERS 80 MINUTE MOISTURE RESISTANT BARRIER Cornice at Existi Tilt Wall riN�Cornice at New Metal Stud Wall 3 Cornice at New Stud Wall with Brick a Roof Traneition at Entry STUCCO ON METAL T -0 1 = 1 -0 -- _ '--_—�_r LATH OVER TS BEAM - SEE STRUCTURAL -- -- - -- -__ _ STUCCO ON METAL h' PLYWOOD ' LATH OVER CONCRETE �' -'- ( ON METAL STUDS -` — ��---- - � (2) LAYERS 80 MINUTE STUCCO ON METAL LATH OVER -1 (2) LAYERS BO MINUTE MOISTURE _ �-- STUCCO ON METAL '� STUCCO ON METAL � g�r MEMBRANE �` ^�- MOISTURE RESISTANT BARRIER, LATH OVER 7 LATH OVER CONCRETE FLASHING, LAP LAP METAL FLASHING FLANGE RESISTANT BARRIER ON Xi" PLYWOOD " PLYWOOD METAL FLASHING `j ON METAL STUDS ON METAL STJDS FLANGE 5J" CASING BEAD WITH WEEP HOLES L - MEMBRANE FLASHING, METAL FLASHING, PAINTED (2) LAYERS 80 A LAPGE METAL FLASHING CASING BEAD WITH t ~ + + --- METAL STUD SOFFIT FRAMING MINUTE MOISTURE WEEP HOLES -� - RESISTANT BARRIER , WEEPJHOBLEES WITH i �,-O„ I �-- + + + + 4 J — PT NAILER T 4 METAL FLASHING, r PAINTED METAL FLASHING 8i r'ro SEALANT >}" PAINTED / J-BEAD TYP. EXISTING 4dr I " PT NAILER 00 'm 21" 8}' CORNER REINFORCING SEALANT TYPICAL �„ �.• CONTINIOUS CLEAT Owner: ALUM. STOREFRONT + SEALANT PACA SYSTEM WITH ' SOFFIT VENT CORNER REINFORCING 1" INSULATED GLAZING Properties LLC CASING BEAD � FLASHING BEYOND D BRICK VENEER STUCCO ON METAL LATH OVER OVER STUCCO ON METAL LATH OVER (2) LAYERS 1,02" PLYWOOD ON METAL -� - ON BUILDING (2) LAYERS 1/2" PLYWOOD ON METAL FURRING R-11 BATT INSULATION PAPER OVER FURRING CASING BEAD ON STICK PINS METAL STUDS 6600 SW Bonita Rd BACKER ROD AND SEALANT EXISTING Tigard,Oregon 97224 CONCRETE WALL s Stucco Vent at Soffitrle`�Stuccoaurlft St _"�Storefront Head at Stucco a Brick Transition to Stucco Brick Transition at Metal Stud to Stucco Project: �" GYPSUM BOARD ON Paul Schatz METAL FURRING WITH R-11 BAT'* INSULATION EXISTING CONCRETE WALL R-11 BATT INSULATION OV STICK PINS Q _ Furniture - ' I ^ STUCCO ON METAL �-y� ALUM. STOREFRONT SYSTEM \ v . LATH OVER CONCRETE CONCRETE WALL Thomasville ]n WITH 1" INSULATED GLAZING .t MEMBRANE FLASHING , LAP o asville METAL (LASHING FLANGE CASING BEAD WITH D SIMPSON A34 WITH POWDER SILL PAN BY STOREFRONT � WEEP HOLES DRIVEN ANCHORS 4T 24" 0 ' STUCCO ON METAL LATH OVER MANUFACTURER, PAINTED /C • ►� (2) LAYERS 1/2' PLYWOOD ON SEALANT TYP. METAL FLASHING, PAINTED TYPICAL 6b00 86650 SW Bonita Rd METAL FURRING __ `q. T:gard,Oregon 97224 \ CASING BEAD J-BEAD TYP. -� Q :.H 3i. \ SEALANT w ;. METAL FLASHING, PAINTED 96" GYF. ,3D. SILL 3i SILL BLOCK ;' ---SE.ALAN'T %r GYPSUM BOARD ON METAL FURRING WITH EXI TING r SEALANT GYP. BD. ON METAL ` R-11 BATT INSULATION STU FURRING WITH R-11 ALUM. STOREFRONT SYSTEM BATT INSULATION r WITH 1' INSULATED GLAZING Sheet Title: ; SILL BLOCK Details ' 2 a, 4 SEALANT V 1 ---------- EXISTING 1 • 3�. 1" --------------� , 4;. SE PLA -- FUTURER SUSPENDED CEILING CMU VENEEP BY SEPARATE PERMIT 2i 4 V I EXISTING 1}" 3J" 1• -- - --- Storefront Head to Ex�etmg Tilt Wall „ Brick Ca to Stucco Transition _ ,� Interior Furrin Transition 1 - 1 -0 5/8" GYP. 80. ON METAL ST(A) . /-- CMU VENEER FRAMING WITH R-11 BATT INSULATICJ - -�� - --- CMU VENEER OVER h" PLYWOOD ON METAL STUDS f -; Reviskma: CONCRETE SLAB - CMU VENEER OVER 11r" SEE STRUCTURAL PLYWOOD ER METAL STUDS D WALL EXISTING CONCRETE �� EXISTING i----- MASONRY BEYOND CONCRETE WALL VINYL DOOR BOTTOM r. }r / METAL THRESHOI r) A 4 V IE EXISTING 4i" 1}• 31" " �• � SEALANT BGROL'T SOLID ELOW GRADE � P' 8i• 1i• 31. EXI TING � Q BRUSHED CONCRETE r� FINISH GRADE Q CONCRETE SIDEWALK Mak MURM GE71A1 P.0., M7, ALL GROUT SOLID RIGHTS NpntutD r ••." Q D " BELOW r "9E t?Ir1[OIUNMOs<AM THE PQGPUtrr or T __ I i 1; 71 GROUT SOLIG BELOW GRADE Mp,pftNOT TO 09"K um t PwI o AN ARE IN ANY PERMI33IG11 OF MILGIIEH DElION 4"P,P.C. — CMU '� <` > MANNM EMCQT NIMH THE PRlGR N urmv -- ' CONCRETE FOUNDATION - Date: 18 May 2007 _ SEE STRUCTURAL Q - -- -- CONCRETE Y Ae SEE STRUCTURAL _ Drawn by: Checked by: _- MRW/BK WRM — - -- — ,��------1 � 7 1 4 _:-. Job Number. 105051 ALAN T -- �-- - - - - - Sheet D f 33 l Storefront Door Threshold __ �a Storefront Sill at Brick Brick Block TransiVin a Transition i _ , _D __ _ t Floor Line _. ,� Maeonr Transition at Exterior Grade Permit Submittal - May 200"�' A5. 1 1 1 -0 f = 1 -0 — y i . .. r..q!K mrcv...... . ...eu...,..r, wrt.t-.eY.►. „yy;,r. - .�liYY4-.r....r • -' .. - -.,«........ .,,:� .L,,... --r.'ltd. • - . q -.� . ..c^- -.. . . ..,:.... ...�...--� � '..,'q�wn,.v....M,- »...L, .., . ......•..aa •.. ..r.a ,.+.YFisl'w nP",%+T1s � , . 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C. DO NOT SCREW GYPSUM 45, 8'-0" O/C WHEN EXISTING CONCRETE BOARD TO TRACK + + DISTANCE TO STRUCTURE a TILT-UP WALL OF #10-16 SCREWS AT TOP AKC111TECIUNE SPACE PLANNING ABOVE IS GREATER THAN . OF HSS 7650 S.W. Beveland,Suite 120 SIMPSON CS20 CONTINUOUS - 5'-9". BRACING TO BE `O Tigard,Oregon 97223-8692 PROVIDED WHERE \ STRAP WITH (I) #8 SCREW �� Voice: 503-244-0552 AT EACH STUD AND (4) 08 DISTANCE BETWEEN SIMPSON A34 WITH PAF t x 1}¢• W000 TRIM SCREWS AT EACH BLOCKING PERPENDICULAR a ; ` PIECE, BLOCKING AND INTERSECTING WALLS OR - _ , _ A7 8'--Q" O.C. — " GYPSUM BOARD Fax: 503-244-0417 STRAPPING NOT REQUIRED IF HORIZONTAL BRACING FUTURE SUSPENDED EQUAL TO OR LESS THAN ] BETWEEN WALLS EXCEEDS 4'_0• *: 8'-0` (DO NOT EXTEND - ------ — -- CEILING BY SEPARATE o 0 _ BRACING INTO EXPOSED PERMIT; RAWI GS DOUBLESTUDS AT WALL END .� STRUCTURE AREAS) " WITH T! DRAWINGS � •D a METAL STUD FURRING WITH —(2) #10-16 SCREWS AT ;� HSS 2x2x)fo" AT END OF WALL � METAL STUDS WITH SOUND FUTURE SUSPENDED R-11 BATT INSULATION OF HSS TION - AND 4'-0" O.C. MAX. ATTENUATION BATT CEILING BY SEPARATE SEE PLAN FOR STUD SIZES INSULATION PERMIT; COORIDNATE WITH 1�" GYPSUM BOARD _ o TI DRAWINGS FUTURE SUSPENDED CEILING BOTTOM TRACK TO ` GYPSUM BOARD METAL STUDS WITH SOUND a BY SEPARATE PERMIT; ---- ATTENUATION BATT SLAB WITH DRIVEN COORIONATE WITH Tl _ INSULATION ANCHORS AT 24" O/C - 3%" METAL STUDS DRAWINGS GYPSUM BOARD AT EXISTING CONCRETE 1� " x 3j¢" x 8" WITH EACH SIDE 70 6" ABOVE a SLAB HSS 2x2xxf* AT ENDS OF WALL (2) J4"0x4X" EMBED A307 GYPSUM BOARD AT EACH CEILING Q - AND AT 4'-0` O.C. MAX. K THREADED RODS USING SIDE TO 6" ABOVE CEILING _ BOTTOM TRACK TO SLAB VARIES SEE DETAIL 5/A5.3 SIMPSON SET ADHESIVE; ---v BOTTOM TRACK TO SLAB WITH ANCHORS A f 2'-0" PROVIDE SPECIAL INSPECTION ,j " WITH J #"0 x 1" POWDER; 0/C v �, 7 OF INSTALLATION DRIVEN ANCHORS AT �7 4 c V-0" 0/C v , 0[iitMl • Full H ' t Wall Non-bears Partition Wall 3 Furringat Concrete ca Partial He' ht Wall Section �.3s Partial He' ,fit Wall Section �� pg d05400-1 5' d-0540-5 5'3 d-054 0-6 5'3 d-05400-2 d-05400-3 CONTINUOUS WOOD RAIL TO MATCH FORMICA 07739-58 "COCOA MAPLE` f-- ,- ON7IN000S WOOD RAIL TO MATCH FORMICA 07739-58 COCOA " MAPLE" STANDARD HANDRAIL BRACKET, WOOD CAP - SEE FASTEN THROUGH WALL TO BACKING STAINLESS STEEL HANDRAIL 3� DETAIL 4/A5.3 10 AT RAAIP k STAIR TYP 11¢"/ O.D. STAINLESS � HINTED METAL ON F,TEEL HANDRAIL PAINTED METAL ON RAILING; NTE 875" RAILING; PAINT BLACK PAINT BLACK —1}¢"/ 00 STD. STEEL PIPE HANDRAIL TYPICAL PARTIAL HEIGHT WALL STAINLESS STEEL BRACKET `r( .�y.► N N 'A N e� l IVO STAINLESS A5•3 iv a STEEL HANDRAIL Owner I _ . • WOOD TRIM TO MATCH PAl,A FORMICA #7739-58 "COCOA MAPLE" -- - Properties LLC x 3"e x Y4" STAINLESS 3" 3i WOOD TRIM � rye STEEL MOUNT WITH (4) WOOD BLOCKING A" FLATHEAD SCREWS WOOD BASE TO MATCH AT HANDRAIL AO/,�75 + + HSS OUNTERSUNK FORMICA #7739-58 `COCOA MAPLC" CONCRETE SLAB - SEE STRUCTURAL6600 SW Bonita Rd V-0" a Tigard,Oregon 97224 0 1�" i I N Typical Handrail 6a Handrail Attachment at Partial Height Wall 9 Raili Section Railina Elevation 3'-1 -0 Holf Slze 3 1 =1 -0 1 -0= Sb8 586 bbe d-0550-1 ° FLOOR OR ROOF STRUCTURE 71E ENDS OF MEMBERS TO (2) 350-S 162-35 350 T 125-33 Project: PREVENT SPREADING AT 7'-0" 0/C, AND a ADDITIONAL HANGERS AT ALL AT EACH 3 DEDOBOTTOM DOUBLES D) Paul Schatz rl 2f 2 MEMBERS WITHIN 8 OF o v A -3 PERIMETER Furniture METAL FURRING VERTICAL BRACING AT 12'-0" a CHANNELS ' O/C EACH WAY - SEE TABLE (2) 350 S 162-33 Thomasville PROVIDE COUNTER SLOPE HANGERS IF HANGER IS MORE ellf THAN 1:6 OUT OF PLUM0 ply Pte( • ___I ROOF FRAMING, 1 BUILDING STRUCTURE. TRAPEZE T-BAR RUNNER a � I 2x6 MINIMUM (2) #8 SCREWS PER SIDE 660&66.70 SW Bonita Rd DUCT WORK AND OTHER LARGE Tigard,Oregon 97224 OBSTRUCTIONS PER SMACNA #16 x 2" WOO SCREWS CH 8" MAX. L 16AGAGEExl"x1"x3" �Ax-21'-0" MAINTAIN CLEARANCE BETWEEN NOTE: • #8 SCREWS AT 12" O/C (ALL SIDES) WITH 13 GRID AND ALL EQUIPMENT (2) #16x 2 • • 08 SCREWS AT METAL STUDS As.3 MAIN RUNNERS AT 4 O/C SCREWS AT TOP • (2) 350 S162-33 Iv 15 SUPPORT WITH #12 WIRE AT AS•3 14 Sheet itk 4' O/C OR WITH 010 WIRE AT v Aa.3SECTION 5' ON CENTER EACH WAY SECTION (2) 08 SCREWS L 16 gage x1"x1"x2" C LATERAL BRACING AT 12' 0/r ALL LHSIDES (4S TOTAL) Details EACH WAY. MAIN RUNNER TO —SUSPENDED CEILING TO STRUCTURE BEGIN BRACING IN EACH LEG REW MEMBER LMAX CONFORM TO OSSC RULING WITHIN 6' OF PERIMETER AND MAIN RUNNER q 1'0 5S 7'- 4" o FOR 2004 OSSC SECTION 1621.1 2" FROM CROSS MEMBER MAIN RUNNER 1,16.0 5S :0'-9" o AND 2007 OSSC (EFFECTIVE n I 2"0 5S 113'-f1" o APRIL 1, 2007) SECTION 1613.1, NOT.; a v a 350 S125-33 7'-8" C DATED NOVEMBER 6, 2006 MAIN AND CROSS MEMBERS 350 5162-33 10'-0" C CAN ONLY BE CONNECTED (2) 350 S162-33 13'-4" T TO WALL ANGLES AT IM 50 162-33 1'- © I TWO (2) ADJACENT WALLS g Raili Section at Ram _ r Suspended Ceiling Section �2 Double Stud to Main Runner Connection at Roof Framing Double Stud to Main Runner 8 N.T.S. ALL CONNECTION DEVICES TO BE OF AN APPROVED TYPE 3 =1 -0 3'-I'-Om 2a-r4 AND HAVE A 100# RATED CAPABILITY. 201 2a2 2a3 —t SUSPENDED CEILING - SEE •3 bbe " CLR REFL!'CTED CEILING PLAN ' = Revisions: RUNNER (REE TO SLIDE ON CEILING SYSTEM'S ATTACHMENT CLIP CEILING SSTEM ANGLE MOLDING cr�Fc Frac 8" SUSPENDED CEILING - SEE REFLECTED CEILING PLAN =TS M P � ALL THEA NANR10111 Alli 71[PROPOITY OF MUM WNW Pt.0110 ARE NOT TO K USD OR 1164 UM MI ANY MANNIM IRMPT " TIM PNM WNI LEN PERYI!lION OF M1 0lflpl GROUP, P.C. Date 18 May 2007 Drawn by: Checked by: INDUSTRY STANDARD POP RIVET BK WEM OR CEILING SYSTEM ATTACHMENT Job Number: 106051 CLIP IN FIXED POSITION ATTACHED EDGE ,neer z Section at E e 3 3'=I -p Permit Submittal - May 2007 A5.3 2a4-r1 • . .••:..'�*'N''.v _ .... _ SRM...,Mw111.1MR..`✓+.NSw�Fw.ww.w..rr�—."-..T.+'!u•,.. .. •• t, - ..,.- _ -- �• y6LMM'AiOa c'rAW/'M1167�MM6'Jr.V.X+111R,1t NA'X.`.Ih.YT%'F°/4flKJRIM;"• , , _.. 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FINISH SCHEDULE NOTES: I. PROVIDE RUNNER TRACK W/ NOTCHED FLANGE TO BYPASS STUDS, SECURE TO STUDS W/ 2 SCREWS MIN. A7 HEIGHTS REWIRED FOR ALL WALL MOUNTED CABINETS, FIXTURES AND/OR _ — ACCESSORIES. -- 2. PROVIDE MOISTURE RESISTANT GYPSUM WALL BOARD (GNB) IN ALL ROOMS SCHEDULED TO RECEIVE MILDREN DESIGN GROUP,P.C. SINKS, TOILETS, URINALS, ETC. ARCHITECTURE • s ACE PLANNING 3. PROVIDE SOUND BATT INSULATION IN ALL STUD WALLS. 7650 S.W. Beveland,Suite 120 --- 4. ALL WALLS SCHEDULED TO REC19VE PAINT SHALL RECEIVE 1 PRIMER COAT AND 2 FINISH COATS OF TYPE, MFR AND COLOR SPECIF;ED ON WALL TREATMENT PLANS AND ELEVATIONS SHEET A4.0 At Tigard,Oregon 97223-8692 _ _ M.G. Voice: 503-244-0552 5. 1M'£RE CERAMIC TILE IS SPECIFIED ON -NET' WALLS AND O BASE USE CEMENTITIOUS BACKER Faio 503-244-0417 BOARD IN LIEU OF GNB. __ S. PROVIDE MOISTURE RESISTANT LAY-IN ACOUSTICAL TILES IN ALL 'NET' ROOMS. 7. PROVIDE 3' X 12' BULLNOSE TOP CAP TO MATCH T-I TILES ON ALL WALLS SCHEDULED TO KM RECEIVE TILES. i PLUMBING: ACCESSORY SCHEDULE 2X2 ARMSTRONG, MFR/MODEL NO. DESCRIPTION MOUNTING REMARKS CERAMIC TILE, ARMATUFF, MOISTURE AMERICAN STANDARD LAVATORY AM. STD. ELLISSE PETITE COUNTERTOP SINK CROSSVILLE COLOR RESISTANT ACOUSTICAL OI e. HO'. TREE HOUSE TILES WITH INP' gLiO - ELLISSE FE7ITE SINK COLOR: WHITE FAUCET /1480.101 SEVA SINGLE SEE DETAIL II/A&3 00410.021 FINI%:: POLISHED CHRTROL LAVATORY OME FAUCET W/ POP-UP DRAIN J' FLOOR GRAIN FOR BRACING Qi THOMASVILLE MADERA EBONY FINISH MOUNT BOTTOM OF MIRROR 1/2' ABOVE MIRROR BY HOME DEPOT 30-W X 42-H BACKSPLASH - CENTER ON BASIN(S) Toilet Room Finish Plan Toilet Room Reflecrted Cuing O AMERICAN STANDAHO WATER CLOSET - AM. STD. CADET 17" EL PRESSURE ASSIST 17= /2168.100 FLOOR MOUNTED /2168.100 COLOR: LW11TE 4 e 0 1 T1 2 4 WHITE SEAT: LAUREL /5311.012 NOT USED O AMERICAN STANDARD WATER CLOSET - VAM.ALE STD. LET 12 ADA RETROFIT ELONGATED FLUSH ro THIS PROJECT /2294.011 WALL MOUNTED VALVE TOILET /2294.011 COLOR: WHITE OF WHITE SEAT: LAUREL /5311.012 a AMER. SPECIAL.: 3100 STRAIGHT STAINLESS DSFD 0 BOBRICK: B-6806x36 STEEL GRAB BAR BRADLEY: 832 BOBRICK DIAPER CHANGING STATION 4 MCKINNEY 9602 08-2200 (RECESSED OR SURFACE MOUNTED) AVONITE AM COUNTER TOP & BACK SPLASH HOMASVILLE SCONCE (ADD SIDE AMER. SPEC'%1.: 3100 STRAIGHT STAINLESS AT HOME DEPOT O SPLASH 'MIEN Of BOBRICK: B-6806x42 STEEL GRAB BAR (P3151-09) P. LAMINATE io ,}� ADJACENT TO BRADLEY: 832 b THCAASVILLE MADERA COUNTERTOP & - WALL) MCKINNEY: 9602 �l 7 MIRROR BACK SPLASH. AVONITE I - ------- - I ADOBE BROWN AM. STD. BY HOME DEPOT O` (POLISHED) CI-1700L__� _____ —7J PETITE WHITESSE —908RICK PAPER TOWEL COUNTERTOP SINK W/ DISPENSER/ EWSSE PETITE 1 iV I I SEVA FAUCET /1480.101 THOMASVILLE PREFERS THAT ANY AND ALL RESTROOM WASTE RECEPTACLE B-b9 LAVATORY VITREOUS I I I I I W/ POP-UP DRAIN —BUBRICK TOILET-SEAT CHINA- SELF RIMMING I I I I I ACCESSORIES BE RECESSED WHENEVER POSSitlLE. PAVER & TOILET TISSUES 46' HIGH CERAMIC TILE SHOWN WITH SEVA I _ _ _ _I I �+ 1 U SIDE PANEL (NOT REQUIRED DISPENSER 09-3474 WAINSCOT WALL W/ 4' BATHROOM FAUCET ! — — _ I 1 MMEN COUNTER ENDS SEAT COVER MOUNTS CENTERED THROUGH TOILET PARTITION. BULLNOSE ! 8' COVE POP-UP DRAIN — — — 1 ADJACENT TO WALL NOT USED DISPENSER AND USED FROM BOTH SIDES. AV. MTG. HT.: 60" TO BASE TYPICAL 114 TREE _ 0 BOBRICK �B-J47 r------------1 THIS PROJECT TOILET TISSUE TOP OF UNIT O�'nn' COLOR )LOX lA714 'TREE EO EO SKI PLYWOOD DISPENSER HOUSE') S AVONITE SIDE SKIRT FACED W PACA y, SPLASH T TO PLASTIC LAMINATE N01 USED SEAT COVER SIM. S 9-347,PARTITION BUi ONE SIDE MOUNTS FLUSH ADJACENT 70 >a BOBRICK #8-3471 BOBRICK 1 1S' GRAB BAR WIDTH PER PLAN a, FORMICA COCOA THIS PROJECT � DISPENSER AND AGAINST PARTITION OF BARRIER-FREE 1i 8-8806 SERIES (7YP) WALL (TYP) MAPLE MATTE TOILET TISSUE COMPARTMENT TO ALLOW CLEARANCE FOR GRAB Properties, LLC (7739-58) DISPENSER BAR. AV. MTG. HT.: 43 1/4" TO TOP OF UNIT A6A s BOBRICK 3474 SEAT COVER SIM. TO 8-3471, BUT FOR SIDE WALL OF k L WIDTH PER PLAN '� DISPENSER AND SINGLE COMPARTMENT. AV. MTG. H7.: 60" TOILET TISSUE 70 TOP OF UNIT; BARRIER FREE 43 1/4' DISPENSER --AMERICAN STANDARD _ SEAT COVER SIM. TO B-3474, BUT WITH STAINLESS STEEL 6600 SW Bonita Rd AMERICAN STANDARD ELISSE THIS USED s BOBRICK 3{79 PETITE COUNTERTOP SINK CADET Qa 7HI5 PROJECT O DISPENSER AND SKIRT FOR SURFACE MOUNTING. AV MTG. HT.: 60' Tigard,Oregon 97224 ELONOA'EO TOILET TISSUE TO 70P 0FUNIT PRESSURE-ASSISTED DISPENSER TOILET /2160.100 (TM) T al Toilet Room Elevations _ 2 Lavatory Counter Plan 3 Lavator Counter Elevation Q BOBRICK 08-369 RECESSED PAPER RECESS IN WALL - 56' A.F.F. I-- I -0 5,4 )'-1'-0- WASTE RECEP BLE L DISPENSE (54' A.F.F. TO TOP)(ADA) d-13500-t d-15500-2 d-15500-3 NOT USED w BOBRICK -262 PAPER TOWEL MTD. ON WALL - 56" A.F.F. FACE FINISHING THIS PROJECT DISPENSER MATERIALS LS 54' A.F.F. TO TOP ADA Protect AMERICAN AM. SroTE NMTWE� NOT USEL t4 STANDARD URINAL Paul Schatz PETCOUNTERTOP SINK w/ THIS PROJECT LYNBROOK 0.85 SEVA FAUCET WHITE Furniture - f480.101 W/ POP-UP KNICKERBOCKER TOILET PARTITION WHERE NECESSARY: PROVIDE CU7r;UT IN Thomasville NOT USED 11 NEW YORKER PARTITION FOR SEAT COVER /TOILET COUNTERTOP & — THIS PROJECT COLOR: SAND #5123 TISSUE DISPENSER SPECIFIED BAC( SPLASH. FLOOR-ANCHORED AVONITE ADOBE W/ OVERHEAD BRACING BROWN C1-1700 .o (POLISHED) 3" x 1 $" WOOD FRAMING BOBRICK 2210 DIAPER CHANGING SURFACE-MOUNTED Tigard 6650 Oregon Its Rd Tigard,Oregon 97224 R- YOUNTED FLUSH WITH 11 STATION TOP OF END PANEL AVONITE ADOBE BROWN APRON Ia ELKAY MODEL EZ7LBC HI-LO WATER COOLER SURFACE-MOUNTED KEKU PUSH-FIT FASTENER, MOD. # L38260422P (LDS& B' c I. FIAT PRODUCTS: MOLDED-STONE MOP FLOOR-MOUNTED S HARDEWARE) OR EQUAL . , H � M582424 SERVICE BASIN SIDE PANEL (NOT REWIRED H n _ Sheet Titk MENADJACOUNT E WANDS NOT SHOWN Ie BOBRICK: 165 82158 MOP ARND BROOM SURFACE-MOUNTED Details 1' x 4" NAILER 8" a BRADLEY: 780 TOP & BOTTOLI 314" PLYWOOD SKIRT ELKAY /LRAD2222 BREAK ROOM SINK ELKAY 222LUSTERTONEET ADA COMPLIANT SERIES SINK ' I4 RAD2222 FAUCET: ELKAY 4L1({102 FACED W/ P. LAM 2--1' FORMICA COCOA MAPLE. MATTE (7730-5e) IA.O SM'TN ELSE-20 WATER HEATER STORAGE WITH GALVANIZEDHEATER, STEELADRIIP PAIN NOT SHOWN I — SCHEDULED BASE F �_':RN MODEL Z-473-P FLOOR DRAI.- W/ TYPE "B" STRAINER & TRAP PRIMER Cow � � ,,� �1�� CONNECTION 4 Lavator \Io Iter %OX&MAW _ NOT SHUWN JOSAM SERIES FLOOR CLEANOUT ADJUSTABLE CLEANOUT, JOSAM SERIES 58360 d-15300-4 CLEANOUT AND ACCESS COVER, JOSAM NOT SHOWN JOSAM SFRIES WALL CLEANOUT SERIES 58710-15 RevUbm sewn mlweR _. MR CUCRi Nk 1K P11091rr P NO�C[�GSI�IdA�OU�M NIY u,Wq,tx0l qiR M IICPI CEirp Pe11mCC1 Ir Y\DIOI CdIW COMP. P.0 Date: 18 May 2007 I)ra" by: Checked ay: BK WEM ,lob Number: 106051 Sheet .'1_'7 of 33 Permit Submfttal - May 2007 A5.4 jIf��il iT(,�T m irltt�TRp�pP . IT Ty T I P � ELI I 1 ' IP r CoMPR AI STN=TURAL NOTES FAHRENHEIT WITH A WIND VELOCITY GREATER THAN 8 MMi, HOT WEATHER CONSTRUCTION SHALL GME REQUIREMENTM GOMPI_Y WITH ICC 2104.4. CONFORM TO THE 2006 INTERNATIONAL BUILDING CODE AS AMENDED BY Ti-Z 2001 OREGON MASONRY 3EINF01QlNG- b EL: STRUCTURAL SPECIALTY CODE. 1119INFORGING SHALL CONFORM TO IBC 2103.11.1. DEFORMED TSARS SHALL BE GRADE 60, AND SHALL BE bEbkSi�l C,RTERI , ORM TTO ASTM A 06 OTHEERWISE NOTE D ON THE ARJG� �i��L DED BNALL MILDREN DESIGN GROUP,P.C. DESIGN WAS BASED CN THE 6TRRENGTH AND DEFLECTION CRITERIA OF THE 2001 INTERNATIC94AL REINFORCEMENT SHALL BE AS FOLLOWS: BUILDINC. CODE. IN ADDITION TO THE DEAD LOADS, THE FOLLOWING LOADS WERE USED FOR DESIGN, ARCH[TEc-ivgg SPACE PLANNING WITH LIVE LOADS REDUCED PER IBC, 7650 S.W. Beveland, Suite 120 HORIZONTAL BARS FLOOR L'VE LOAD: kW POP (IN PkX0 BEAMS) Tigard,Oregon 97223-8692 GROUND KNOW LOAD Pie, 25 PPF WALL. THIQSNC66 YZIRTICAL ISAM& mkt'lll�a-002 Voice: 503-244-0552 FLAT-ROOF SNOW LOAD PA 25 PSF 8" 'S • 4'-0" O/C (2)u • 4'-0" O/C Fax: 503-244-0417 SNOW EXPOSURE FACTOR Ce: I.V Iia" % • W-0" O/C (2: F5 • 4'-0" O/C 04OW IMPORTANCE FACTOR Ic, IV I'-®" % • W-0" O/C (2)% • 4'-0" O/C THERMAL FACTOR Ct, IID S BOND REAMS WITH TWO ab BARS HORIZCxN'tA,,LLY SHAW(- BE PROVIDED AT ALL FLOOR AND ROOF ^1 DA61C WIND SPEIED (FASTEST MILER W MPI-( LINE6 AND AT THE TOP OF WALLS PROVIDE A BOND BEAM WITH TWO d5 SAMS WC')RIZONTALLY ABOVE WIND IMPORTANCE FACTOR Iw. 10 AND BELOW ALL OPENINGS, AND EXTEND THESE BARE 2' 6' MINIMUM PAST THE OPENING. PROVIDE T.M. PPEY ND EXPC)6URE, C DAR FOR% DAFOR THE FULL HEICGHT OF THE WALL AT EACH SIDE OF OPT . ENINGS,WALL ENDS, AND T.M. IC RNt3INR� COMPONENTS AND CLADDING WIND PRE6SURE; I& FW INTERSECTIONS. UNLE66 OTHERWISE NOTED PROVIDE CORNER BARB TO MATCH THE HORIZONTAL WALL REINFORC,INC AT WALL INTERSECTIONS. SEISMIC IMPORTANCEFACTOR le, 1m LAP ALL 3ARB AT SPLICES 12 DAR DIAMETER, WITH A MINIMJM LAP OF 7m21' EXCEPT AS NOTED �� SITE CLASS, D (EXCEPTION, FOR RE HORIZONTAL DAIN A WALL, LAP BARS AT SPLICES 48 15AR DIAMETERS MINE 40660.11 UNLESS NOTED OTHERWISE). WHERE fR&CUIRED,MECHAJW:AL SPLICE C 01%NECTION6 PER ACI 53C WW 40- 8EI6MIC DESIGN CATEGORY, 2 (RRGfto (REINFORCING BARB LARGER TI4AN A N:1. 9 DAR SHALL BE SPLICED U61NG MECHANICAL. DA61C SEI6MIC.•FORCE-R F616TING SYSTEM, ORDINARY REINJFORGED CONCRETE &HEAR WALL6. CONNECTIONS). ALLOWABLE 601L BEARING PRESSURE; 2APOO PW (BASED ON ORIGINAL DESIGN DRAWINGS). ALL MASONRY VENEER 3WALL DE ANCHORED TO THE STRUCTURE WITH ANCHORS SPACED 1'-4' OG. EXISTING CGONDITION&, MAXIMUM EARN WAY (AN;HORS SHALL BE A MAXIMUM OF 8' FROM ANY FREE EDGE). ANCHORS ARE THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS. THE TO DE DUR-O-WAL '6E161`11C DA5213 *' ANCHORS OR ENGINEER APPROVED E=IVALNT. CONTRACTOR SHALL NOTIFY THE ARC.WITECT/ENGINEER OF ANY 016CREPANCIES FROM CONDITIONS SNOUN ON THE DRAWINGS PRIOR TO THE START OF THE UX"K. ALL MISCELLANEOUS STEEL: ASTM 436 (PY•36000 PSI), OR AS NOTED ASTM A512 (FY■50 KSI). TVInDRARY CONDITION6, WIDE FLANGE, ASTM ASW (% . 500" PSI)OR ENGINEER APPROVED ECUAL. THE CONTRACTOR SHALL DE REbP01`6IBLE FOR STRUCTURAL. STABILITY OF THE NEW AND EXISTING 6Q14RE AND RECTANGULAR H66, ASTM A500,GROPE 'B' (Fy.46000 PSU 6TRUCTURfE6 Ai0 WALLS DURING CON6TIRUGTIONL THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN ALL DOLTS, ASTM A325 UNLE66 NOTED OTHERWISE. DE W-bNED FOR 6TA51LITY UNDER THE FINAL CONFIGURATION ONLY. ANC 4OR RODE, ASTM 1554 GRADE 36 UNLESS NOTED OTHERWISE. THREADED RODS, A6TP1 A36 UNLE66 NOTED OTHERWI6E. OUMMIBL& UNILDINCG, PER AW* STANDARDA. E10XX ELECTRODE AND BY CERTIFIED WELDER*. SHOP DRAWING* SHALL BE !SUBMITTED TO 714E ARCHITECT/ENGINEER PRIOR TO FABRICATION AND ALL STEEL TO HAVE SHOP COAT. CONSTRUCTION REGARDING ALL STRUCTURAL ITEMS, INCLUDING THE FOLLOWING; ALL EXP06ED STEEL BELOW FINISH GRADE TO BE COATED WITH ASPHALTIC PAINT PRIOR TO DACKFILL INC. CONCRETE MIX DESIGNS (PROVIDE BREAK. TEST DATA FOR EACH SUBMITTED MIX WITH A MINIMUM OF ALL STEEL EXPOSED TO WEATHER 614A-L BE GALVANIZED. EXP: 8/30/08 30 TEST SPECIMEN* PER MIX), CONCIiWTE AND MASONRY STEEL REINFORCING, EMDCDDED STEEL ITEMS,STRUCTURAL STEEL, AND GLUED LAMINAIED BEAMS. DESIGN,FABRICATION, AND ERECTION SHALL BE IN ACCORDANCE WITH THE 'AISC. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS'. WELDING SHALL CA>*OW TO THE AWS CODES FOR ARC: AND GAS IF THE SHOP DRAWINGS DIFFER FROM, OR ADD TO THE DESIGN OF THE 6TRL.ICTUIRAL I.)RAWING6, THEY WELDING IN !BUILDING C *46TRUCTION AND SHALL BE 3116" MINIMUM LNLE66 OTHERWISE NOTED, SHALL BE CLEARLY IDENTIFIED. ANY CHANGE6 TO THE STRUCTURAL DRAWINGS SPALL DE 9UB MITTED WELDING SHALL BE BY AWS CERTIFIED WELDERS. PRECILaLIFIED WELDING PROCEDURES ARE TO DE TO THE ARGW1TECT/ENGINEER AND ARE SUBJECT TO REVIEW AND ACCEPTANCE BY 'WE ENG,NEER UWD,UNLESS AW8 QUALIFICATION 16 6UBPMITTED TO THE ARCHITECT/EN;WINEER PRIOR TO FAbRICATIONN. DESIGN DRAWINGS, SHOP DRAWINGS, AND CALCULATIONS FOR THE DESIGN AND FABRICATION OF ITEMS NNOTALLAVON AND TIGHTENING OF ALL DOLTS SHALL BE IN ACGORr)ANCE WITH THE 'SPECIFIC.ATIONb THAT ARE DESIGNED BY OTHERS SHALL BEAR THE SEAL AND SIGNATURE OF A 6TRRUCTURAI. ENGINEER FOR STRUCTURAL JOINT6 USING ASTM A325 OR A4a0 BOLTS'. UNLESS NOTED OTHERWi6E BOLTS SHALL REGISTERED IN THE STATE OF OREGON AND SHALL BE SUBMITTED TO THE ARCW!,r_CT/LNGINEER DE INSTALLED IN ALL HOLES OF THE CONNECTION AND DROUGHT TO A 6NUG-TIGHT CONDITIOR SNUG. PRIOR TO FABRICATION, DESIGN SHALL BE BASED ON THE RECUIREMENT8 OF "HE 2006 IDC. TIGHT 16 DEFINED A6 THE TIGHTNE66 TWAT EXISTS WHEN THE PLIES OF THE JOINT ARE IN FIRM CONTACT. THIS MAI- BE ATTAINED BY A FEW IMPACTS OF AN IMPACT WQENI04 OR TINE FULL, EFFORT OF EA�7 A MAN USING AN ORDINARY SPUD WRENCH. PROTECT INCOMPLETE WORK FROM FLOODING DURING STORMS OR OTHER CAU6E6, THOROUGWLY BRACE OR OTWERW16E PROTECT ALL 6TRRLIGTURE6 NOT STABLE AGAINST UPLIFT DURING OQLD- ED S. EL, CONSTRJS,TION. TAKE ALL NECESSARY PRECAW)TiONB TO PREVENT( DISTURBANCE OF AND TO THE DEZIGNN, INSTALLATION AND CONSTRUCTION OF COLD-FORMED CARBON OR LOW-ALLOY STEEL, PROPERLY DRAIN THE AREAS UPON WHICH CONCRETE 16 TO BE POURED. DO NOT ALLOW W,:.TER TO STRUCTURAL AND NON:-STRIC:TURAL FRAMING, SHALL BE M ACCORDANCE WITH THE M06T CURRENT ACCUMULATE IN EXCAVATIONS. REMOVE WATER TO PREVENT SOFTENING OF THE DARE FOUNDATIONS. STANDARDS FOR COLD-FORMED 6TEEL FRAMING - GENERAL PWA610N6, A61. CONVEY WATER REMOVED FROM THF EXCAVATIONS AND RAINWATER TO TEMPORARY DRAINAGE DITCHES OR OTHER STRUCTURES OUTSIDE THE EXCAVATION LIMITS FOR THIS STRUCTURE.rNSURE THAT THE DESIGN, INSTALLATION AND C 46TRRLCTION OF COLD-FORMED CAIN VSEL BOX AND THE WATERING OPERATIONS WILL NOT ADVERSELY EFFECT FOUNDATIONS. MAINTAIN THE EXCAVATION BACK-TO-DAC K HEADER• USED IN SINGLE-•PMI CONDITIONS FOR LOAD-CARRYING PURPO6E6 Owner: FREE FROM GNUO1ND WATER FOR THE TIME REQPROVER REQUIRED TO COMPLETE THE UKAK IN A CHALL BE IN ACCORDANCE WITH THE STANDARDS FOR COLD-FORMED STEEL FRAMING - HEADER WORKMANLIKE MANNER. REMOVE LOOSE OR D16TUR15ED 601L FROM THE BOTTOM• OF EXCAVATION. DE6404 PROVISION•, AI81. Paul FOOTING6 &HALL DEAR ON UNDISTURBED NATIVE SOIL OR ENGINIERED STRUCTURAL FILL. NCi LIGHT-GAGE STEEL COMPONENTS SHALL HAVE THE FOLLOWING MINIMUM DE813N 8TRETH LINLE68 WHERE COMPACTED ALAS ARSE DISTURBED BY CONOTRUCTION OPERATIONS OR ADVEFSE WEATHER, OT14ERW16E NOTED IN THE PLANS, (� OVER EXCAVATE AND BACKFILL WITH 5' MINUS CRUSHED ROCK COMPACTED TO MINIMUM OF W% OF %mbO PM PSI FOR 54 AND 68 MIL STUD•, Schatz THE DRY DENSITY AS MEASURED BY AASWTO TW. %&330",., PSI FOR 16 TF4ROJGH 43 MIL STUD& CAST IN PLACE QQNQRM]E, FASTENING OF COMPONENTS SHALL DE WITH b SELF DRILLING 6CRE`W5 UNLE66 NOTED OTHERW16E ON MIX DESIGN: PREPARE DESIGN MIXES FOR EACH T1PE OF CONCRETE. PROPORTION MIXES BY EITHER TME DRAWINGS. THE STUDS SHALL DE SEATED FIRMLY IN DOTH THE TOP AND BOTTOM TRACKS. LABORATORY TRIAL BATCH OR FIELD EXPERIENCE METHODS,USING MATFIOJ ALS TO BE EMPLOYED GYTdUM WALL BOARD OR PLYWOOD SHALL BE APPLIED TO EACH FACE OF STUD AND FASTENED WITH ON THE WIORC FOR EACH GLA66 1:� CONCRETE WQU1RED. lg1RLISH CERTIFIED REPORT* OF EAC.-14 DRT'WALL SCREWS AT A MAXIMUM OF 12' O/C LNLE66 NOTED OTHERWISE, PROPOSED MIX FOR EACH TYPE OF WORK OF THIS SECTION. THE CONTRACTOR SHALL &OMIT CONCRETE MIX DESIGNS, ALONG WITH TEST DATA AS REQUIRED, A MINIMUM OF TWO WEEKS PRIOR TO THE DESIGN, INSTALLATION AND C.ONSTIQLICTION OF COLD-FOIRt ED CARBON 87EEL TRUSSES SHALL BE 6600 SW Bonita Rd. PLACING CONCRETE. IN ACCORDANCE WITH THE STANDARD*FOR COLD-FORPMED STEEL FRAMING - TR3ib5E* PROVISIONS, Tigard,Oregon 97224 1. ADMIXTURES, AIR ENTRAINING AGENT IN ACJ.ORDANC-E WITH ASTM 0260 AND WATER REDUCING ADI P TURE CONFORMING 1'0 ABTPM 4SA,USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'* GAMEESIRY. RECOMMENDATIONS,MAY BE INCORPORATED IN CONCRETE DESIGN ,MIXES. AN AIR ENTRAINING 6AWN LUMBER DESIGN 16 BASED ON THE NATIONAL DESIGN SPECIFICATION, LATEST EDITION. SAWN AGENT CONIFORMING TO AOT'M 0260 SHALL BE USED IN CONCRETE MIKES FOR EXTERIOR HORIZONTAL LLI MBER SHALL CONFORJ'M TO WEST COAST LUMBER INSPECTION BUREAU OR WESTERN WOOD 6URFACE* EXPOSED TO WEATHER. THE AMOUNT OF ENTRAINED AIR SHALL BE 5% 1% BY VOLUME. PRODUCTS ASSOCIATION GRADING RULES. ALL LUMBER NOT SPECIFICALLY NOTED TO BE DF.02 OR FLY ASH SHALL CONFORM TO ASTM C 618 AND SHALL CE LIMITED TO A 1511` MAXIMUM BY CEMENT BETTER ALL WOOD IN PERMANENT CONTACT WITH CONCRETE OR CMU SHALL BE MM66URE TREATED WEOWT. UNLE66 AN APPROVED BARRIER 16 PROVIDED. FRAMING ACCESSORIES AND STRUCT+JRAL FA6TENERB SHALL BE MANUFACTURED BY SIMPSON STRONG-TIE COMPANY (OR ENGINEER APPROVED EQUAL) CONCRETE WORK SHALL CONFORM TO ACI .301. CONCRETE STRENGTHS SHALL BE VERIFIEr) BY AND OF THE SIZE AND TYPE SHOW ON THE DRAWINGS AND ATTACHED PER MANUFACTURER'S Project: STANDARD 28 DAY CYLINDER TESTS PER A87M C39, AND SHALL BE AS�'_>L.LOWS, REGUIREMENTS AND REC0I*1MENDATIOM6 UNLE66 NOTED OTHERWISE. HANGERS NOT SHOWN SHALL BE 61PI06ON AU OF SIZE RECOMMENDED FOR MEMBER ALL FRAMING NA'Lo SHALL BE CD" 11ION NAILS. Paul FOOTINGS,WALL'i, SLABS, f'c•3AD00 PSI AT 28 DAYS, MAXIMUM SLUMP 3" PLUS OR MINUS 1". NO BOX NAILS ALLOWED. FASTENERS AND ACCESSORIES IN CONTACT LATH PRESERVATIVE TREATED WOOD MUST BE HOT DIPPED GALVANIZED OR HAVE ZMAX COD.'rING. t�AMPLEB FOR STRENGTHTE8T8 OF EACH GLA63 OF CONCRETE PLACED EACH DAY SHALL DE TAKEN WOOD NOT LESS THAN ONCE A DAY, OR NOT LESS THAN ONCE FOR EACH 150 CUB IC YARDS OF CONCRETE, PLYWOOD PANELS 8HALL CONFORM TO THE (REQUIREMENTS OF VOLUNTARY PRODUCT STANDARD P6 1 OR NOT LE*S THAN ONCE FOR EACH 5000 SQUARE FEET OF SURFACE AREA FOR SLABS OR WALLS. OR PS 2,OR APA PRP-106 PERFORMANCE 6TANDAR7S. UNLESS NOTED, PANELS SHALL BE APA RATED SHEATHING, EXPOSURE 1, OF THE THICKNESS AND SPAN RATING SHOWN ON THE DRAWING•. FurnitureSLEEVE6, OPENING!!, CONDUIT, AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE STRUCTURAL PLYWOOD INSTALLATION SHALL DM CO E NFORRIMANCE WITH APA R�;C"IENDATION6. ALLOW 1/8' DRAWtNGB SHALL BE APPROVED BY THE STRUCTURAL ENGINEER BEFORE POURING. CONDUITS SPACING AT PANELS ENDS AND EDGES,UNLESS OTH':RWI6E RECOMMENDED BY THE PANEL EMBEDDED IN SLABS SHALL NOT 15E LARIGER THAN ONE THIRD OF THE THIC04E66 OF THE BLAB AND MANUFACTURER SMALL NOT BE SPACED CLOSER THAN THREE DIAMETER& ON CENTER PROVIDE 3/4' C144MFERS ON ALL EXPOSED CONCRETE EDGES UNLESS NOTED OTHERIW18E. ALL ROOF SHEATHING AND SUB-FLOORING SHALL DE INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS, EXCEPT AS INDICATED OWN THE DRAWINGS. ROOF SHEATHING 614ALL EITHER BE 6600 Sw Bonita Rd. ftI�QI•'. 15JUL, BLOCKED, TONGUE.AND- GROOVE,OR HAVE EDGES 6UPPORT*D DY PLYC.LIPS. SHEAR WALL Tigard Oregon 97224 � . � HALL DE BLOCKED WITH 2X FRAMING AT ALL PANEL EDGES,FLAILING NOT SPECIFICALLY REINFORCING STEEL SHALL CONFOWI`1 TO ASTM .1615,GRADE b® ANI-; FOR DEFORMED BARB, (HUES• 6WEATHING 6TO AQTM Al".TENTIFIED ON THE DRAWINGS SHAWLS t.ONFORM TO IOC TABLE 2304A1.HERWISE NOTED. REINFORCISTEEL TO NG DE WELDED 8HALL COW;ORR'M m WELDED WIRE FA4RiC 644ALL CONFOW *O ASTM A82 AND 4185. GLUED LAMINATED MFS' �4S SHALL BE FABRICATED M CONF'r. WANCE WITH AMERICAN INSTITUTE OF REINR=ORC:ING STEEL ✓✓HALL DE DETAILED IN ACCORDANCE WITH ACI 315 LATEST EDITION ('DETAILS TINDER CONSTRUCTION, RITC AW.1 AND ASTM D 3131. EACH MENDER SHALL DEAR AN RITC OR AND DETAILING C 4C-11ETE REINFORCEMENT'). APA-EW6 IDENTIFICATION( MARK AND BE ACCOMPANIED BY A CERTIFICATE. OF CONIFORMANCE. ONE COAT OF END SEALER SHALL BE APPLIED IMMEDIATELY AFTER TRIMMING M EITHER SHOT'OR FIELD, UNLESS NOTED OTHERWISE ON THE DRAWINGS LAP SPLICE LENGTHS &HALL BE AS FOLLOWS, GLUL,.'%m HANGERS NOT SHOWN SHALL FSE SIMPSON ECG. BEAMS SHALL DE VISUALLY GRADED WESTERN FOR CONCRETE STIRENGTH f'c ■ 3~ SSI - LAP SPLICE LENGTH 58 DAR DIAMETERS. 610ECIE6 INDUSTRIAL GRADE, AND OF THE STRENGTH INDICATED BELOW, C 7,45INATION Sheet Title REINFORCING STEEL SHALL HAVE PROTECTION AS FOLLOWS, OWTH k1t1wL. I'l�:G1E� L1� General Notes CMIN{i"t (SIMPLECOVERS ALL 24F - V4 DF/DF (6 -E SPAN) ONDITION, CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED t0 EAIRTN, 3„ ALL 24F - v8 DF/DF (CONTINUOUS OR CANTILEVER) ►•fit-u ni Li Cc7NCRETE EXPOSED TO EARTH AND WEATHER T14E CONTRACTOR SHALL COORDINATE SEI6MIC RESTRAINTS OF ELECTRICAL EQUIPMENT,MECHANICAL, NO-5 DAR, W31 OR D31 WIRE AND SMALLER 14y" PLUMBINC•,FINE SPRINKLER MACHINERY, AND AS80CIATEp PIPING WITH T14E STRUCTURE. ANY CONNECTIONS TO STRUCTURE NOT C041ORMING TO SHEET METAL AND AIR CONDITIONING CCTNLCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH, CONTRACTORS NATIONAL ASSOCIATION (6MACNA), OM, SPECIFICALLY DETAILED ON THE MECHANICAL SLAM,WALLS, AND JOISTS, ENGINEER'S DRAWINGS, SHALL ISE DESIGNED IN ACCORDANCE OF THESE ORAL MOTES, BY AN NOM BARS AND SMALLER s1„ ENGINEER REGIBT'EIRED IN THE STATE OF OREGON, AND 644ALL BE SUBMITTED TO T14E ISEAP16 AND COLUMNA, ARCHITECT/ENGINEER PRIOR TO FABRICATION, MIMAR, ;IENFOIQCEMENT, TIl=S, STIfRRIPS AND SPIRALS 1 1/2' FLASHING AND WATERPROOFING: CONCRE]k err,9615MIF6, ALL FLASHING AND WATERPROOFING SHALL DE B ' OTHERS LNLE66 NOTED OT�4ERWISE ON THE PLANS. HEADED WELD STUDS SHALL 15E AUTOMATICALLY WELDED WITH THE MANUFACTURER'S STANDARD E(JJIPMENT IN STRICT ACCORDANCE WITH T14EIR RECCt,`IMENDATION6, S TLF.AL OEsbE`3VATIONB, STRUCTURAL,. OBWRVATION6 DY THE ENGINEER OF RECORD OR AN APPOINTED REPRESENTATIVE CONCRETE EXPANSION ANCHOR• SHALL. 15E '61MPSON WEDGE-ALL' OR ENGINEER APPROVED SHALL BE REQUIRED AT THE FOLLOWING TIMEA DURING 0"TALICTIGN, EQUIVALENT. UPON COMPETION OF STRLIiGTURAL FRAMING AND PRIOR TO COVERING WITH FINISH MATERIALS. APPROVE EPDXY ANCHOR• SHALT DE I►NSTA!_LED WITH 'SIMPSON SETT ADHESIVE 0R ENGINEER ATER CONTRACTOR SHALL NCTIFY THE ENGINEER(4)FOUR DAYS PRIOR TO THE COMPLETION POINT APPROVED EQUIVALENT. —` REQUIIRFiNG 61TE OBSERVATION. NON-6HRINNC GROUT SHALL DE A PRE-MIXED COMPOUND C4"I6TMG C$ NON.METALLIC AGGREGATE, CEMENT,WATER REDUCING AND PLASTICIZING AGEFNTSi CAPABLE OF DEVELOPING A MINIMkI a'J m:;TI2j. C,OMPRESBIVE BTRILNGTH OF 2;oW P61 IN 48 HOURS AND 60" PSI IN 28 DAYS. GROUT SHALL 15E 8PEC,AL INSPECTION& IN ACCORDANCE WITH SECTION 1104 OF THE INTERNATIONALBUILDING CODE MIXED AND APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. AND APPLICABLE SECTIONS OF THE PROJECT SPECIFICATIONS. SPECIAL INSPECTIONS ARE TO BE PERFORMED BY AN INDEPENDENT TESTING LABORATORY EMPLOYED BY THE OWNER FOR THE MA60NRY FOLLOWING AIREA6 OF WiO1RK, CONCRETE MASOEIGHT NI UNITS, AATMEMIS GS SHALL V 1,AW1(7 IM MINIMUM E661VE:SBIVE STRENGTH, MEDIUM 1. EXPAN61ON ANCHOR& - NOT REQUIRED LNLE66 6PErIFICALLY NOTED ON THE PLANS OR DETAILS. OR LIGHT WEIGHT UNITS. RWISE ON H SHALL HAVE A MINIMUM Y MOMS6IVE STRENGTH OR Fin 1G 2 EPDXY, ANCHORS - ALL LOCATIONS EXCEPT FOUNDATION AND WALL REINFRCING rOWEL6. PSI,UNLESS NOTED OTHERWISE ON THE PLAN*, AS VERIFIED BY PRISM TESTS BEFORE AND DURING S. STEEL FRABRICATION AND WELDING - REFERENCE IDC TABLE 1104!. CONSTRUCTION, CONCRETE MASONRY WALL6 SHALL BE REINFORCED, AS &NOIIJrI ON TF4E PLANS AND 4. MASONRY BRICATUCTION - LEVEL 1 PER IDC LADLE 11048.1. DETAILS, AND IF NOT SHOWN, 644ALL BE AS NOTED WINDER 'MASONRY REINFORCING STEEL'. 5, CONCRETE CONSTRUCTION NST RUCTION - (REFERENCE IBC TABLE 1104.4. CLAY MASONRY UNITS, ASTM C62, TYPE 6W, 4%50 "I P'!NIMUM COMPRESSIVE STRENGTH, ASSEMBLIES SHALL WAVE A MINIMUM COMP11E861VE STRENGTH OF Mm G 2,`+00 ,"SI,UNLEft NOTED OTHERWISE ON THE PLANS, AS VERIFIED BY PRISM TESTS DEPr_4e ,AND DURING CONSTRUCTION. CLAY MASONRY WALLA SHALL BE REINFORCED AS SHOWN ON THE PLANS AND DETAILS, AND IF NOT SHALL DE AS NOTED UNDER 'MASONRY REI.1412ORCINIG STEEL Mp.(�E,: 0[71011 tlOHT7 RE!)1�ED __ IN6PECTIOn, LEVEL ONS CM LEVEL 1U10 SPECIAL INU3P'ECTION R1aQUIRED. P.C.� 2007. ALL MORTAR AND GROUT, Wase WA 011 OM M p"mTY OF MORTAR MIX, A6TM C210, TTY'fE 8, IN ACCORDANCE WITH; IDC TABLE 2103.1(1), ?103.1(2), AND 210512.1.2, �W O il�rlaa�ol�M� •tin . 1,500 PSI MINIMUM FOR CONCRETE MASONRY,Fon • 2A00 "I MIN11, U-1 FOR CLAY MASONRY. MWOM EXWT"F TM MORTAR MATERIALS, POR%AND CEMENT, ASTH C150, TYPE I. � MORTAR AGGREGATE, NATIIRAL CALOR ASTM CI44 SAND, ASTM 0144 Date: 18 Mav 2007 GROUT A 0REGATF_, ASTM C144 Drawn by: Checked b GROUT, A6TM 0416 OR 15C TABLE 2103.x9, f a•2/ODO P61 MINIMUM AT 28 DAYS. ALL CELLS Y: CONTAINING VERTICAL BARS AND ALL BOND BEAMS SHALL BE FILLED WITH GROUT. STS RNT HYDRATED LIME, ASTM C201, TYPES WHEN EITHER THE AMBIENT TEMPERATURE OR THE IT,-"ERAI OF THE MASONRY UNITS FALLS Job Number: 106051 BELOW 40 DEGREES FAHRENHEIT, COLD WEATHER MASONRY CONSTIOt<IC:TION 64ALL COMPLY WITH IBC - 2104.3. 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REINIFORCE UT14 04 6011111111pT, 11140 111"GU mD • I'-O" OAC EACI4 WAY DOWEL6 END6 INTO EXISTNG CONCRETE 44" MINIPAJM DOING "11060N 6Et ADVO!VE- 7=1 aTM�Nir NEW 4" CONCRETE 6LAD OMER 4" CRED 1."D /COMPACTMOCK DAbE,6LOrE TO DRAIN. QI IL MILL EXIOTNG UALL OF41NNO WITH NEW CMJ. OU C*TA1L f/D4J NOTE QJ. • NEW OAU CUT CONTROL. JOINT. i OF EXP: 6/30/08 1 2 3 4 5 - � n -.-- 8 - g — --- — - W-O'• 4f'-086 w'- 4T'-06• 70'-O'• 40'-O., �5,�., =b,-o,� I Owner: I ( I I I I I PACA I I I Properties, LLC I I 8 I I I � I I I 1 � 9 ill 6600 SW Bonita Rd. JA _ - --- - - - - — - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - •- - - - — Tigard,Oregon 97224 Ir- - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - -- - - - — — — — — 1I T l i--- I,I I I I I I ! I Projec:, 1 I I 1 I I I -- - - - - - - - - - - - - - - - - - - -- - I I I I PaulSehatz - - - - - - - - - - - - - - - - - - - J -- Furniture I I I I I I I ! I I Thomasville I I I I Ir r o 7 - _ _ - _ _ _ _ I 4 6600&6650 SW Bonita Rd. o B - I - --- - - - �o� - - - - — o - - - - - - �' � g Tigard,Oregon 97224 LJ � � LJ LJ I g es L J L J a I I I I I I I I I 6 1 I I I I I I II ( f I I I I I II « I I I I I I I I 4 1 I ( I Sheet Title.I I I 3 I Foundation I I Plan I I -o o - -- - o - - - �o� - - - I o� - - - o� - - - - Mi' I - LJ LJ LJ J 1 L — I LJ L J L _J ( ( ` I « ( I ! I ! ! I I I I RevLskm I i - I i ' I. 13 July 2007 I I I I I Value EngAIMN Il>� I , 1- - — — - - — - - - - - — - -- - -- - — - - - - f — - -- -- -- - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - TIM I NUM n,Iaa o�aruaa MR TM Nwom or AT:WP unft I T .Il�lf Ea7 m OE Date: 13 JuIv 2007 I Drawn by: Decked by: STS RNT Job Number. 106051 EXISTING FOUNDATION PLAN ift Sheet --k 9 o f 33 of: 6CALEF �" . t'.o" Permit Subrn�ttal — May 2007 S2.1 TMR JOB NUhKA 8298 r ,,..-rS,--,n .',:..5Y6,;,,r.",.NN,Fgk;,, YYrri.,,:,�».. n,=a+rw.r•ia46 +,�►r�• .-, .,•p,. 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ARCHnECTURE - SPACE PLANNING 9. 06TALL 611"11OWN 'LU694' HANGER! ..T SCUT 6UD-PUILIN6. 7650 S.W. Beveland,Suite 120 s. 4" HEADER WITH 6IhIPGON 'L"' WAWA:Re. INVALL NEW 61MROM 'LU6?4- Tigard Oregon 97223-8692 HANGER6 AT EX16THO 9x4 6UL-Pf RLIN6. Voice: 503-244-0552 4, NOW GL 51tAikit EACH 61DE OF NEW WMIG14T6 WITH 61MF60N '4UC4S26/1 606, Fax: 503-244-0417 CAi DKPt dL IMAM R■ D"% 6. (9)611'11"60N T'HD6' MARLIN TO PURLN TIE • lmp�. 6. (1) 1M 6PWN r14D6' F U4NCH 1N TO WALL AOR � 6'-O" OAC. T. S T'E�' PURLN NC TO WALL ANCHOR AT PURLIN CL,0096T TO H66 6ur1 T.M. ICOMMULTM PP R Mall 4x6 MADM 7W N Alii/i*w 1Q0 1. OM PAMC "M BY MMM 11� 41111400 1�/f 40M UICAL GC NlLE6Ca l UNIT WOW (LD6.) RTU-1 1916 + RTU-2 wo RTU-s 191. RTU-4 191. EXP: 6/30/015 1 2 3 4 a no v� 7 _ _� _____ 9 I I ( }=== 1 v I o 1 0 1 o I ! I ! I I I I i i I Owner: I I ( Paul I I i I I Schatz i I i I i I I I I I i I I I I 6600 SW Bonita Rd. A Tigard Oregon 97224 --- 6 T'Y1•. _ I ' ==- ___---- - -—-—-—- -- --------- ---�- _ Pro)ect: ----- ----- --- --� -------- _ _. .�' ---- - ----�' --------- -- Paul -----.----- - _ i F Schatz ------ -- --- I ' 1 6 – ---- ---- --� - - -----.�-------- ------------ ----- - --- ----- ------- -- ------ —_ Furniture TYp. RTU R1U-9 I :bb 4x4w3/16 6600 Sw Bonita Rd. �� - --------- ---- ---------- ----- --- —� --- ----- -------- - o ------ ----- o ----- ------ ---- - 6 Tigard,Oregon 97224 -------- ---- -—-—-—- -—-—- ----- -- -T------ - --- -------- ----- L-- I 1 1 I I 1 p 1 I O 1 Sheet Title: p 0 Roof I I Framing { n b ---- - Plan tJ i �U-4 ! l 1 TTT. , W"4x4x9/16 I I I --------- 1 --- ---------- - ----- I - ----- ' --- ------ I -- -- I ---- ---- ---- 1 ----- ------- T I - --- ---- _ �r ; Revisions; r or LI ---, -�qc 1x4 •1 I --_� Wllk- D TYI-- (i amu►' rc. aoo�. &L ns aaNMos�R rn[�a�Irr ar �ao�o�OaMN aoue 0.4 NOT To�wm aR IipiaMro�N ANT i M0%,16"1aTrRM 00M sow.Pa Date: 18 May2007 Drawn by: C'herked by: STS RNT Job Number: 106051 Sheet C Cf- 33 of EXI;)TING FRAMING PLAN TY-Pac 6CALM "" . V-0" Permit Submittal - May 2007 52.2 TMP JOB NUMBER 6M i 7 A � t a�' / , ,"".'.-^'-r'.n,^'rt. +m.wNeew+.vrmr«+,c ss+m+N !Y.ume�. _ _ .• q} t twv>rn':TaiAnaem vw...y:. .. a, 7�'Y". t •, ~ i IL i 1 i • 'y. 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Beveland,Suite 120 Tigard Oregon 97223-8692 Voice. 503-244-0552 --w --��-- - Fax: 503-244-0417 I T. I. RIPPEY r� rof.OwdWUr*A 90 In 094&M D C A ooio. I n Ort.ATI n a n 621 AT I 4 WIN`46 X ------ ----- - ---------- -------------- --------- - ----- ----- NIETAL STUDS �EYOaD, MR DaTA1L 246.1 NM 1 WW"Wx3Aa 6 a, t1� MW`IAiltlt, 14 Nilo W"ovaAll !u PtLAICEtII eTleoNraeAclte - E+W 22 aA►ale-36 METAL p0m Pam V 010 6CAM S � i t'lW 71 6Ar MR-36 11100F DEOK EXP: 6/30/08 1 NaaoP1111aFs Uk4SMERS AT SLOPE b" MR roOT MIN° NVNW OTI M DECK i TC dUTTER PLUTE AT SIPOPORTS WIN WWx3A6 `�• 4T\ 3 x x I WNOW! /a) W"•x?x3/I6 1 L 104/I6xCONT. i dk►ill Ind—put � EN"NA4 - T7 TITIN wo / 1 Gemw*Cum*a 611�,dr� I dUTTEI� PER Atelia. L Sx� ' 1 MSIti 6x2x3/i6 1 a EXIST.zlg„ cOMC. !4, .T r _ _ -� w 1- WALL PANEL T1T. -- Owner: �.,�`'•.`: ' •�.`'.�.'��.{ :'�-'. Paul NOTES DO NOT OVER CUT C01"M AT N=WALL o11INNO Schatz 1 INTERIOR WALL ELEVATION 2 LJALL SECTION 3 CANOPY PLAN 4 CANOPY SECTION 3. TM's ECALe� w" • 1'-0" 3. "''" scALE. +�„ , 1'-0" 3. 'r-y ecaLE, +3. , 1'-O' 3, ,M-1. ecAla, is • 1'-O' 66000 SW Bonita Rd. Tigard Oregon 97224 T yxaxO'-hV W/(2) �' Project: r► h ,. ENDED A30l Ie•ly 4' �„ RS Paul t� I � 4' Tor a t'tar}--�--r— 1 1 Schatz I°tITER coleaER ►+es IDrdx3/!i l.w W,2x2/IIr � ' Furniture 0 0 0 0 L 2x3x3/ti1" 1 6600 Sw Bonita Rd o LEDtslR Tigard,Oregon 97224 W"Wodx2/if L 300/16 a 4XIOXi'-0" IW(3) W"6,7x3/16 %il"" ENDED GALV. AN" TFNlACW ROD Usm slNlreoN"T ADMEOIVE 5 PLAN VIEW b SECTION 1 SEC-,TION \LVI SCALE. 14' . 1'-O' 3. TM-!1 S6ALE. 113' . 11.09 . 3.I '**-n SCALE. ly' . P-O' Sheet Title Elevation Section and Details Revisiom "W n M tou © '�.c m. n 1!Q DRANlNit AN M NI@em Or MiD101 QLMNI w101A P AIp AIK NOT TO U Z� M MIY WMA IDeCQT■iN } n A&% of IIao 00W Wil►.►°a Date: 18 May 2007 Drawn by: Checked by: STS RNT Job Number: 106051 Sheet .31 c f 33 of: ~ S3.1 Permit Submittal - May 2007 TMR Joe NUMBER 62% Tzl _ � 4r�'�11. @o � � . 1 � - � W,, 4{1, {di• taa.r..�:rtwr+.�.-�--- .a..- +w.:��,.,--. •. i...M.+._. .-w... .riww Rl„lJ.i.iw..r..M�MAMFr'+w.•.u..wY.O�e�..��.�t.-.r.+.�.�. ._._�._..�.._..�_—.�=1C'. � � ° � _ w vw...r• I '{,. s..va•w,ur-arJM...u..M+.n-rr,....r...M'.,.b<'Y[SiYY6"IrYi1YMi'�/•3H'A •.h^.1I w s�nv++....�ra�..�.��lY�rii�rrwr...a.w..r�w.r�.w+...,.,�,w.M .rww. .rr..,, ,..:.. v.•.•.,.+.�:>•+...s�.s.,.w'.�.•r,..�r..•-..Wa-•....a,.+.�.-.r...e.as..+w.-...:. �..mn.+.ww..�.�rwnrw.rrr...�..� w.en+••,,....-..-�r.as..u�..+.rw..o......,..,..............._ BA !i5$ 4r, Vit'_ ...4� fl�p *t •�1 S ®rn f 4 >r i.: MILDREN DESIGN UOUP,P.C. C1.R EXIST.14" CONG.WALL PANEL - 3626131-33 METAL STUDS ARCFII7'EC-I'UR8 SPACE Ni.ANNWG cauAPWRAIL,SEE ARGFI. 7650 S.W. Beveland,Suite 120 4166 4x4x3A6 COLUMN — + - 6006131-43 METAL 6TUD6I I GHEATNING W/%8C1lEWb NEN 4 GOH1C.GLAD UN� DOWELS . 61, O/C EDGES, I'-o" O/C NEW 4" c�NG. SLAB, Voice: Oregon -8692 • 1'-4" OK x2'•0" L.OI4 • 4'-I" OK x413" MIN. i i FEILn ' Voice: 503-244-0552 NEW �,qN 6OOTI"-43 TRACK W/ I + 11111110161D AT CONC.WALL. UOING kill♦P4" EMBED bwy%ON + I MASONRY V94M PER 411101-1. SNVOON SET ADHESIVE i i BRICK VENEER PER ARCH. Fax 50.- 44 41 + + W/CODE APPROVED TIES • 4'-V" OK FROM ENDS + + • 1'-4" OK INA WAY I I — `, 2' e SOLID GROUT VENEER BELOW ° GRADE s3 NOSING BAH T'P. NEW 4" CONC,SLAB, ° SEE PLAN MPL 3' CLR 04 DOWELS • r-a' OK T.M. RIPPEY ° d ° S` 9 HOOKED DOWLE6 • 4'-O" OK L 6xbx0/I6xf:ONT.W/ 1►"1X6" V-O" ?-4 ° CONNULTING 0101110E O 1�', TYP. °o UGING 61MP60V SET ADHEx414" EMBED AT C4NC, OLVE H.46. • 9'-0" OK ° I'-O"� I'-o" CONC.STEMWALL W/ 1� ��" IaAN ! WI(2) ty"1x21" 14 • 1'-0" O/C EA WAY.VERT. EXIST.LONG.SLABNEW 6 CONG. �flMWALL W/EMBED 611-P6M TITEM HD SAM TO HAVE OM. HOOK S" CMU WALL BELOW 4RAUE 04 • I'-4" OK EA JWY. V!R'f. NEW=W— 6TAIR,SEE ° 16CMW ANC•1iOR16 INTO POOTM SOLID GROUT W1(2)04 41010.'. ISAM TO WAVIN 414 EMBED ARCH FOR 1146E /IBNr '4 DotLE..b • O OK ~� � 'v INTO EXIST.GLAD Ubr d SIMPSON DOWISL NEW POOTMG RE INF. ° o x4 TOP 4 E VERT. • 4'-0" OAC SET ADHESIVE Eft GEOPOAM PILL 4 4y"M/W N+frO EXIST.FOOTING ° x4t1" MIN EI•�EO AT EXIST. V DOWELS • 4'-O" OK o ? o LOW S vee SEr AD4ESIVE FOOTING U61NG 8N-IPSON SET 3' +�' x 44E EMBED U6MG AD4E61VE SN"N�SON SET AD4E61VE ° o ° �4 • �-D OK ° o EA WAY ° ExIbT.GG.�1G.eLA154, G EXIST.CONC. ° �,qD :t4 EPS 6EOFOAM PILL -� �ptr� o ° d ° PER PLAN EXIST.=WIN FOOTING o job— d d ° ° 0 3' CLR as EXIST. POOTING NEW POOTING PER PLAN EXP: 6/30/08 I FOOTING SECTION t2"'N FOOTINGS SECTION 3 SECTION 4 STAIR SECTION U4.1 W-0 SCALES I" . P-o" U4.1TM-p SCAM I" ■ 1'4 SCALES 1 14"0PIPE CdlAllDRAIL, r- 4" GONG•GLAD W/04 • T'-O" OK EA WAY. PER ARCH. EMBED 6" MIN, DOWEL INTO EXIST. INTO TOP OF WALL M 7"1 CONC.WALL 414" MIN. C I?x�0.1xWIDTN OF DOOR I 119.1wo i' M1� O SOF PIPE SLEEVE U6MN'I G 6P60N SET 01101111114M W/(2)%""" NSA vARiEb,PER AD4E61V♦Q Owner: EXIST.3/16„ E:GENT WALL M 2"1 PIPE SLEEVE • 2'-o” OK 4 6"PIW I E4D6 PLAN,6" MIK , ;�- PACA I I ` (1J 14 AT TOP Cr WALL 44 , ° - ■ � - Properties, LLC %„ox%„ ,�� TN4EADED 4. ° 04 DOIELB • Z'-o" OK "Or,USING 6N"TSON GET e ° °O A!>41WIVE AT CON"OF 4' 3' 3' �' 3' 4a� • 4'-0" O/C � i RaCISt.III-- GONG. o CONC. 2"# AGCEG6 HOLE M �' CLR ! ° o ° d• 6" WALL W/04 • 1'-0" OK NC.W 6" COW— W/ EXIST.14" FACE OF Web L' PANEL 04 • 1'-0"' OK EA WAY, a / `' EA WAY. VERT.RISN+P.t0 NAV! 4,-S„ 04 • 1'-0" OK EA CONC.WALL 6660 SW Bonita Rd. VERT. SAM TO NAVE ° 4-! 6TND.NOOK INTO POOTIN& P1ROvIDE (000RD. WAY. VERT.REMP. PANEL Tigard,Oregon 97224 f I I HOOK INTO FOOTING a (COORD. GONTAOL JOMT6 • 101-o" OIC NEW►ebb 6TRON3DACIL MAX TO HAVE STIP.HOOK PER PLAN I I W/APNC 4J INTO PoarwI . EXIST.14 CONC, 0)SDLA 14 DOWULS • 1'-6" OK x 4t1" •0 d WALL PANEL NIM INTO EXIST.GONG. , o e A \ PLATEDAM .g USN SN'9PSON GET \` BASE PLATE, PER 60EDULE -� I I ADNEOIVE 61 ° NEW 4" CONC. COMPACTED /CPMIW W06 6TRONISBACK BASE PLATE 11LAID,PER BACKFILL EXIST.CONC SLAB10 I I 6x6 t+jxittxl'-O'' ° G ° G a Proms: ° 4"' PERF.DRAM Paul Schatz SxS %x6vie-'t" e ° ° ° e ° A o ° e o e o ° 1'-6'MIN' o ° Furniture — ° ,� <<'_% 11'0' 4 ° Thomasville (2)%"A1M4"EMBED ,4'101 ° ° ° T1i1SADED �oDb uAMa, / MATCH EXIST. ' EXIST.Go1rG EDDYING j°° '- — •°° GRIMM SET AC4E61VE i'_(D�� _6�� 3' GLR r r _ -°'' - 3' CLR _ ° 3' CL _ CONC. R_1 e / _ / FOOTIf�s —�— PER 1°LAN, (3)04 CONT. C4PER 6' 6' � PLAN /1)�4 CONT. 6600&6650 SW Bonita Rd. NEW C INC,FOOTING.WIDTH VARIES, Tigard Oregon 97224 MAINTAIN 6"MIN.PISOM PACE OF NEW WALL. 1'-0"MM.WIDTH FOOTINGS SECTION 6 DOCK SECTION In FOOTING SECTION 8 FOOTING SECTION w-a SCALES 1" ■ I'-o" W-24 SCALES 1" . 1'-0" .) TV'26 GCALEs I" . I'-D" TV-T7 bCALE� 1" ■ 1'-O" Sheet Title: Concrete Details LINE OF EXIST.OF41NMG TO BE IN-FILLED WITH NEW 6" CML REN1'O!!CE W/(I)04 VERT • 4'-0" OK AND (4)44 HORIL • 4'-0" OK,ALIGN W/DOWELS, T1'PIGA- Itevlskllts: ol I. 13 July 2D07 Value Engineering ol 7 o EXI6TMG (1) DOWEL x Z'-o" AT FIRST ' t� 2M. ALL CONCMTE WALL CELL MWM EDGE OF OPENMG WALL AND • 4'-0" OIC. 19,13M 0" olU►N AIR 1� MIN. M� W T S" WrTO wq1 a WO EXIST.CONC.WAaF�r �%�ilour,r.a USING SN1PS0N 'SET' AD4E61VE. A D 9 CMU UJALL INFILL ate: 13 July 2007 SCALE, I'-o" Drawn by: Checked by: STS RNT Job Number: 106051 Sheet 3], 0 f- 33 of: Permit Submittal - May 2007 S4.i YTMR JOB NUMBER 62,o8 �.� .. .. ....... ., .. _,' :...,. ., _.. ..i .. ,. ....• ., q''ytrw .T... :r.rr - r4""' .y F ., .. ...►"... - ..i .n.=e:Aw+. 1!"rowea '.h'40FfR10PVlt�.'wl!f va+nil'nR•rri•r.»f^.Fr+b.n.aNn•RoitS.7 n, 30r�1 r� I�r r�r�r j1 r r � r rll r 11. 1 �.� i. � � ., .,� •,T,�.. �Ivr i .16 w ! "�.�,5• �.. III lip ju U1 III U1 III III OF rr w.a♦r.Watray/A• YtA. w.• ......+,Y7!• ..iY.r•u.f/l.M•.l.lMYI.-••M1..4-._ exY.J .-.w-. -. .ter r.w..aa..erv.i.•wuM.r.. W ..^, +Yt _ _—•. 'v.f ` ` ......DIY......IY�. i.......Y...t.r..fiw!♦HMt/M...4'a111.MV. .h.bn1 . 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Reveland, Suite 120 I I I IJI;/(1)OW-16AT SiLF DRILLII� , I I • 1"" OK 7/STL D'-10" Tigard Oregon!97.x.23-8692 SCREWS At EA STUD / Voice:503-241-0552 I l4)�t0 SELF f 4)'10�� I I I I DRIL-LMG 6t.REW6 I I I 4 Fax: 503-244-11417 I DRILLING 6CIElIII6 I I i STRUT I I / 6OpTW-43 W/46"x I I 6dVTMO-43 W/ y"x I I / I I -_ HSS Sorb,PER PLAN � .� IJMM i TRACK BRICK vfER,T� II Ii WD GCPdM* DST.1t3" CAC'4O • 2'-1OC ANCNORS • 2'-0" OAC 6i0S131-43 METAL STUDS PER ARCH. / HS UU3/16 COLU"N AG. EXIST.14 „ CONC, XST.1h CONC. EXIST. T.M. RIPPEY WALL PANEL `"PROM ENDS WALL PALL ` NDS 11-411 O/C W (4)+0-16 4.LPANLCOlIrLTM Zmaniw605131-43 METAL SF DRJLLMi SCREWS, TYPO. STUDS • I-4" OK W I0/32" PLYWU 6WEATHINIO I I 1M T SMS SII 1q0 IPM 44 1 SECTION 2 SECTION SECTION4 SECTION W-01 SCALES 1" • I'-0" „ 7 SCALE, I" ■ 114111" >rv-os7v-a SCALES 111 ■ 11.011 SCALE, 1" I'-O" 4 �Irl� e' It 6TRONG5ACK , H66 Sorb 6TRONlxDACK PER FOJNDATION PLAN I EXP: 6/30/Oa i I I I I I I r__J I I GAP I I Owner: 611-41, -33 METAL GtUD6 L 3x3x�r0'-3" EA STUD W66 4x4x3A6 SM. T H6e Sort,PER PLAN I ! r • I'-4" OAG uu 4�" PLYUD • 4'-®" O/C W/�►"�x2�4" Paul 61•EATHMb W/ 6CI3EIU6 `. / I I EMCED 61MP60N TITEN HD T/STL 11'-tO" I I • 6" OK EDGES, I'-0" OK 6COM16 ANCHORS AT CONIC. Not a I KEW E 45x�'�1" 611"1r60N 'UTIs' • 4'-0" OK I I FEILD W/%1#xS%" EMDED 611'IP41ON I I WALL t (3)N0-Ib SCREWS F166 6x6 HEADER I•I66 4;4 LALIJI-N, I TITEN HD SCREW ANCHOR W/ TO STUD PSR ,��, Schatz I 6TND.CUT WASHER. PROVIDE _ SPECIAL M6PECTION OF I I I I MASONRY VLNEER, PER ARCH. 1008131-43 METAL INSTALLATION I W/CODE APPROVLD TIES I III STUDS • I'-4 O/C ---- -------- 4'-D' I I • P-4" OK EA.WAY "" I i Ob III BRICK VENEER,MRAFQCH I i ii L 6600 5W Bonita Rd. ' 3626131-33 METAL STUDS Tigard, Oregon 97224 EXIST.11,111 GONG. ! • 1'-4" OK WJ 4!" PLYWD H66 4x40/16 COLUMN WALL PANEL 6HEATHMG W/b SCREWS 2 - • L O/C teDGoEb, 1'-0" O/C 1 - EY.i!!T.14y" COIJG. I I FEILD WALL PANEL I I MASONRY VENEER: FDA. to 4 COL.. MR ARCH. 5 SECTION 6 SECTION 1 SECTION 8 FLAN VIEW Project: 1" • 11-O" 5.1 7r-a YY „ 6CALEr 1 . 1-O W-1I 6CALES 1" • 1'-1v" 5.1 n"12 SCALES It, . 1'-0" Paul i ' NEW BRICK VE 4"(N0 Schatz VENEER AT b1M-CONDI SIMPSON T'M.D6' 14OL00^PER PLAN W'116"Oxb" EMISED AW1 Furniture THREADED ROD u6NG SIMPSON NEW 6006131-33 METAL SET ADHEbIVE STUDS • I'-4" OK W/ 131' I I NEW L 5x5x14xLENGTH PLYWD "ATI-IM EA. I I _ REQ�D W/(4)90-K �WO NEW e'-0"x6'-0" 6KYLIGHT,PER SIDE OF WALL i AT EA, STUD PLAN,CONN. TO CURS BY 6600 Sw Bonita Rd. Tigard,Oregon 97224 d. NEW 6R"IP6ON 'Lttls' At I I SUPPLIER END STUD W/%". THREADEDI I ......... ROD T41 W" 4x1 BELOW I I •eeeeseat • I NEW ZxMl bKYLK.HT CURB W/ W/67ND.CUT WASHER AT I I (3)601PGGN 'A3b' CLIPS PER TOP 1 ! 3A6x2xiV'-2" I I NEW 4x6 FLAT BLOGKMG SIDE, 1'-0" FROM CORNERS !EXIST.RIOOF"ATHING WA&M AT BOTTOM BETWEEN EXIST. 2x4 PURLINS 4 MID-POINT I EXIST.ROOF FRAMING AZ A 4. CLR / TO Be REMOVED >=x16T. 4xl6 PURLIN - I 3' 1 - (2)L 4x4x►yx0'-4" W1 I Sheet Title: Ea e e e e e e e e e e e e e e I I � �►"Ixs" EMEIED A3®1 I I I THREAL)ED ROD USING _ Framing I�I EXIST.PURLM SIMPSON SET ADHESIVE i I (3)SIDES •eeeee• - •eeeee• n I^ I Ea Wim/1NEw SIMPPSON LLUU6�N4 ", nn HANrERb AT NEW BEAM (4)601P6ON 'L6TAI&I ROD A301 TP60AJED l.�etal�S RIOD IJ6C QCs 61MF'60N SET NEW GL BEAM,PER PLAN 6TRAP6,(1)EA.CORNER ADWE61VE AT CENTER OF 6 (2)NOF 6KYL IGHT CURB 6'-0 / NEW 4x1 I#ADER TO LEDGER 6x1 HEADER BETWEEN EXIST. lb4rx1649)ALTERNATIVELY, H66 • 4'-0" O/C EXIST.ROOF MARL" EXIST.4x16 PURLIN MAY I EXIST. 14511 CONIC. • " OC 6R�'801V T'M�7G' At WALL W✓SIMPSON 'LUb46' PURLINS W/6R'IP60N 'U66' REMAIN M-PLACE PROVIDED V# ACC 66 HOLE M HOLDOIIN6,(1)EA.SIDE HANi3,ER6 BEYOND WA '�R NEW SKYLIGHT WIDTH M.arCHEd PALE OF HSN WALL PANEL OF GL BEAM %110 NEW 6PACMG OF PURLING UJ W66 6TRONGBACK ER I I THREADEp ROD MOW I Ex16r.GL REAM II I 9 SECT ICON 1m SECTION 11 &<YL I NTSECTION �x1� SECTION SCALES I" • I'-D" Ti"-14 I" ■ I'-D" TV-15 SCALES I" . 1'-0" -+. nS-16 SCALES I" I'-O" / EXIST.4x6 LEDGER Revisions: CLR I 3' EXIST. 2x4 SM-PURLINS - I I (2)L 4x4x4x0'-4" W/ I I %".i,,xG" FINNED A301 I THREADED ROD USING I i I I SIMPSON SET ADHE61VH I I (3)61DE6 MIL111"cam R Tt% ISD O P C• 2007. 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