The URL can be used to link to this page

Plans (18) BU P2018-00167 1 OF 2 - r r�-C S Au1,91.011-Cx(7 EU JVED JO - J • J , 1ot2 St t ii M ,0 0 o o oo 0 5j �� OCT zo,9 hq ...... I .� _ _ 0 00 �_�� Oregon CITYJFflGARD MunRENDESIGN GROUP,P.C. , BUILDING L::VISION ANO-LLT Lsvae • WACO MANN= 7650 SW.Beveland,Suite 120 Tigard,Oregon 97223-8692 �+r Voice 503-244-0552 Fax II 1 1 12 1, ��~� . • � 4�1 awf.. Ai1F 4..:* Y. f t. ri„,u • .au4044.. . . ligira „„,,.. . -"--,..1.t.-_ :N.' ...... ''. - • • • , • .- / 1 ti"+rwrN� r 1CtZ 305 • '7,..;=.4. La�Ii.MR ,�c�ri• �..�:. a • + .7 .1:.,n.�uµ(f °1,111 R. C/1�P . . ‘4.4 . 1 - - MIK ina.„11414.." --. 1f4, # \ _ .. . M., ...am ,.... ..... .kk:.... •, ... .v 1 4 -T,�i • ~ . . ' •, *rte T 4 *,T Owner. _=. ry 4 _ : 77 7 -.- R .1 • ..,„... . ,, , . . . ........ . _."""""„.""_ ....._ . {-129 720 NE Grand Ave. J` s _.:. • . . _ Portland.Oregon 97201 Sheet Index a` Deferred Submittals Au.? COVER SHEET A4.3 WALL SECTIONS EXHAUST SYSTEM AO-2 SCHEDULES AND LEGENDS A4.4 WALL SECTIONS MECHANICAL Pn„yd. A0.3 FIRE, LIFE SAFETY PLANS A4.5 WALL SECTIONS ELECTRICAL A0.4 SCHEDULES AND LEGENDS A4.6 WALL SECTIONS PLUMBINGNeEv BUllding A0.5 WALL. FLOOR ANO ROOF TYPES A4.7 STAIR SECTION AND PLANS - STAIR 2 FIRE SPRINKLER gVNISIO 44.8 STAIR SECTION AND PLANS - STAIR 3 FIRE ALARM A1.1 OVERALL FIRE AND LIFE SAFETY SITE PLAN A4.9 STAIR SECTION AND PLANS - STAIR 4 LOW VOLTAGE A1.2 ENLARGED SITE PLAN-NORTH 44.10 STAIR SECTION AND PLANS - STAIR 5 RACKING/PARTS MEZZANINE 41.3 ENLARGED SITE PLAN-SOUTH 44.11 STAIR SECTION AND PLANS - STAIR 6 STAIRS A1.4 ENLARGED SITE PLANS 44.12 ELEVATOR SECTIONS AND PLANS - ELEVATOR 1 RAILINGS A1.5 ENLARGED SITE PLANS A4.13 ELEVATOR SECTIONS AND PLANS - ELEVATOR 2 STOREFRONT A1.6 PAVING PLAN A5.1.1 ROOF DETAILS CURTAINWALL GLAZING A1.7 S1TE DETAILS A5.1.2 ROOF DETAILS PREFABRICATED STEEL JOISTS AND GIRDERS A1.8 SITE DETAILS A5.2.1 EXTERIOR PLAN DETAILS A5.2.2 EXTERIOR PLAN DETAILS 10125 SW Washington Sq Rd. CO GENERAL NOTES & LEGEND A5.2.3 EXTERIOR PLAN DETAILS Portland,Oregon Cl EXISTING CONDITIONS PLAN-NORTH A5.2.4 EXTERIOR PLAN DETAILS C1.1 EXISTING CONDITIONS PLAN-SOUTH A5.3.1 EXTERIOR DETAILS C2 GRADING PLAN-NORTH 45.3.2 EXTERIOR DETAILS C2.1 GRADING PLAN-SOUTH A5.3.3 EXTERIOR DETAILS C3 STORM WATER PLAN-NORTH A5.3.4 EXTERIOR DETAILS C3.1 STORM WATER PLAN-SOUTH 45.4.1 INTERIOR PLAN DETAILS C3.2 SANITARY SEWER AND WATER PLAN - NORTH 45.4.2 INTERIOR PLAN DETAILS C3.3 SANITARY SEWER AND WATER PLAN - SOUTH A5.5.1 INTER/OR DETAILS C4 SITE DETAILS A5.5.2 INTERIOR DETAILS Sheet Ellie' C4.1 II- C4.1 SITE DETAILS A5.6.1 CEILING DETAILS C4.2 SITE DETAILS A5.7.1 STAIR DETAILS C4.3 SITE DETAILS A5.8.1 CABINETRY DETAILS Cover Sheet C5 EROSION AND SEDIMENT CONTROL COVER SHEET 46.7 INTERIOR ELEVATIONS C5.1 CLEARING AND DEMO, MASS GRADING, EROSION AND 46.2 INTERIOR ELEVATIONS SEDIMENT CONTROL DETAILS A6.3 INTERIOR ELEVATIONS C5,2 GRADING AND UTILITY CONSTRUCTION, EROSION AND A6,4 NTERIOR ELEVATIONS SEDIMENT CONTROL PLAN A6.5 RESTROOM INTERIOR ELEVATIONS 05.3 EROSION AND SEDIMENT CONTROL DETAILS A6.6 INTERIOR ELEVATIONS C6 PUBLIC IMPROVEMENT PLAN A6.7 INTERIOR ELEVATIONS Legal Description: - 47.1.1 FIRST FLOOR REFLECTED CEILING PLAN - SOUTH . --• E1.00 SITE PHOTOMETRICS A7.1,2 FIRST FLOOR REFLECTED CEILING PLAN - CENTER NE j SECTION 35, TOWNSHIP I SOUTH, RANGE 7 WEST OF THE WILLAMETTE MERIDIAN, CITY OF TIGARD, E1.OT SITE PHOTOMETRICS A7.7.3 FIRST FLOOR REFLECTED CEILING PLAN - NORTH WASHINGTON COUNTY, OREGON TAX ID NUMBER 1S135BA00107 E2.00 FIXTURE CUT SHEETS A7.1.4 MEZZANINE REFLECTED CEILING PLAN - NORTH ,. A7.2.1 SECOND FLOOR REFLECTED CEILING PLAN -• SOUTH Zone Analysis L1.0 TREE PRESERVATION &REMOVAL PLAN A7.2.2 SECOND FLOOR REFLECTED CEILING PLAN - CENTER 11.1 TREE PRESERVATION &REMOVAL PLAN A7.2.3 SECOND FLOOR REELECTED CEILING PLAN - NORTH L1.2 TREE PRESERVATION &REMOVAL PLAN A8.1.0 FINISH SCHEDULE ZONE: MUC Revision& L1.3 TREE CANOPY&SOIL VOLUME PLAN A8.1.1 FIRST FLOOR FINISH PLAN - SOUTH ALLOWABLE USE TYPE: OFFICE po I. 11 Nbr 2918 x 25G,r9Le L1.4 TREE CANOPY&SOIL VOLUME PLAN 48.1.2 FIRST FLOOR FINISH PLAN - CENTER SALES ORIENTED 4 - TM) Plan(Neck Rcpvs L1.5 TREE CANOPY&SOIL VOLUME PLAN A8.1.3 FIRST FLOOR FINISH PLAN - NORTH a 18.A.,.all . Whine 1016 -..: 1 L7.6 LANDSCAPE PLAN A8.1.4 MEZZANINE FINISH PLAN PERSONAL SERVICES wast:"SaNwre T.rncommo cW59,eNR.w L1.7 LANDSCAPE PLAN A&2.1 SECOND FLOOR FINISH PLAN - SOUTH EATING AND DRINKING FACILITIES A 9.,917 2918 a u.wa pie L1.6 LANDSDCAPE PLANT SCHEDULE, NOTES&DETAILS S1.0 GENERAL NOTES AND SPECIAL INSPECTION PROPOSED USE TYPE: MOTOR VEHICLE SALES cars C•me °bOTm^R^^ 52.1.1 FOUNDATION PLAN - SOUTH MOTOR VEHICLE SERVICE/REPAIR r 163,40,:e & 1A,..2u IR1.0 IRRIGATION PLAN, DETAILS &NOTES S2.1.2 FOUNDATION PLAN - CENTER 0 - °°°T�"°"'° °°`°""".,b'S" IR7.1 IRRIGATION PLAN 52.1.3 FOUNDATION PLAN - NORTH 1171.2 IRRIGATION NOTES &DETAILS S2.1.4 MEZZANINE FLOOR FRAMING PLAN - NORTH Site Data: 4 0 IR1.3 IRRIGATION DETAILS 52.2.1 SECOND FLOOR FRAMING PLAN - SOUTH S2,2.2 SECOND FLOOR FRAMING PLAN - CENTER AREA: % COVERAGE: %COVERAGE ALLOWED: al A2.1.0 OVERALL FIRST FLOOR PLAN S2.2.3 SECOND FLOOR FRAMING PLAN - NORTH a . 42.1.1 FIRST FLOOR PLAN - SOUTH 52.3.1 THIRD FLOOR AND ROOF FRAMING PLAN - SOUTH SITE 195.448 SF (4.48 A) N.A. N.A. / A2.1.! METRIC FIRST FLOOR PLAN - SOUTH-FURNITURE PLAN 52.3-2 THIRD FLOOR FRAMING PLAN - CENTER A2.1.2 FIRST FLOOR PLAN - CENTER 52.3.3 THIRD FLOOR FRAMING PLAN - NORTH IMPERVIOUS AREA AREA OF 1 -- A2,1.3 FIRST FLOOR PLAN - NORTH 52.4.1 PAVILION FOUNDATION PLAN, MEZZANINE AND SALES/REPAIR BUILDING AREA: 64,183 SF 33.0X WORKA2.t.4 MEZZANINE FLOOR PLAN - NORTH FRAMING PLAN5 PAVILION BUILDING AREA: 1,815 SF 0.7X D A2.2.0 OVERALL SECOND FLOOR PLAN S3.1 WALL ELEVATIONS A2.2.7 SECOND FLOOR PLAN - SOUTH 53.2 WALL ELEVATIONS PAVING AREA: 98 360 SF 50.4% , fir I• A2.2.2 SECOND FLOOR PLAN - CENTER 53.3 WALL ELEVATIONS TOTAL IMPERVIOUS AREA: 164,358 SF 84.1% 85% A2.2.3 SECOND FLOOR PLAN - NORTH 54.1 FOUNDATION DETAILS i A2,3.0 OVERALL THIRD FLOOR/ROOF PLAN 54.2 FOUNDATION DETAILS HWY YAllRFN DESIGN GROUP.P.C..ImA ALL T 42.3.1 THIRD FLOOR/ROOF PLAN - SOUTH S4.3 BRACED FRAME ELEVATIONS AND DETAILS AREA: %COVERAGE: % COVERAGE REQUIRED: 99W 1_5; R1ars AF CRwDS A2.3.2 THIRD FLOOR PLAN - CENTER 54.4 BRACED FRAME ELEVATIONS AND DETAILS �' A2.3.3 THIRD FLOOR PLAN - NORTH 54.5 BRACED FRAME ELEVATIONS AND DETAILS LANDSCAPING 31,090 SF 15 9X15% ' rRILLRFli CCM*.DRarN•8s,uc+•aECM anDIE PAODIYE IT of W1 lii OE MED CR pRtrP.m m II MIT 1 A2.4.1 PAVILION PLANS 55.1 FLOOR FRAMING DETAILS A2.5.7 ENLARGED FLOOR PLANS 55.2 FLOOR FRAMING DETAILS /SPACES PROVIDED: / SPACES REQUIRED: VA ,° t 1.rigor=UP. ��CF MOWN A2.5.2 ENLARGED FLOOR PLANS 55.3 FLOOR FRAMING DETAILS PARKING amw N�aP rC. 42.5.3 ENLARGED FLOOR PLANS 55.4 FLOOR FRAMING DETAILS STANDARD: 87 91 36,576 (1/I,000) Date 17 August 2018 A3.1 NORTH AND EAST BUILDING ELEVATIONS - 56.1 ROOF FRAMING DETAILS 1 SHOWROOM S5.2 ROOF FRAMING DETAILS COMPACT: 0 = 25,856 (2/1,000) • Drawn by: Checked by: iA3.2 SOUTH AND PARTIAL WEST BUILDING 57.1 SHOWROOM WALL SECTIONS HANDICAP: W/REDUCT!ON ELEVATIONS-SHOWROOM 57.2 SHOWROOM WALL SECTIONS TOTAL SPACES PROVIDED: 91 DJA/DCB/CLT AIM A3.3 SOUTH AND WEST BUILDING ELEVATION-SERVICE AND PARKING E2.00 ELECTRICAL NOTES AND FIXTURE SCHEDULE BICYCLE PARKING 13 13 = 64,432 (0,2/1,000) Joh Number: 116139 A3.4 NORTH AND EAST BUILDING EMI FIRST FLOOR PLAN SOUTH - LIGHTING t\_��)ill w„ Vicinity Map ELEVATIONS-SERVICE AND PARKING 62.02 FIRST FLOOR PLAN CENTER - LIGHTING �� Sheet A.3.5 PAVILION BUILDING ELEVATIONS 62.03 FIRST FLOOR PLAN NORTH - LIGHTING TRASH AND RECYCLING 261 SF 258 SF = 64,432 (4/1,000) A4.1 BUILDING SECTIONS E2.04 SECOND FLOOR PLAN SOUTH - LIGHTING 44.2 WALL SECTIONS Site Work Permit Submittal - May 2018 A0.1 Code Summary Code Summary - Pavilion hq , BASED ON THE 2012 INTERNATIONAL BUILDING CODE (IBC) WITH 2014 OREGON STRUCTURAL AND BASED ON THE 2012 INTERNATIONAL BUILDING CODE (IBC) WITH 2014 OREGON STRUCTURAL AND Ma13REtJ DE51GW GROUP,P1 SPECIALTY CODE AMENDMENTS REQUIRED EGRESS WIDTH PER SECTION 1005.1 SPECIALTY CODE AMENDMENTS AIICHMICIUU • SPAS PLANICP .37OCCUPANT STAIRWAYS 7650 S.W.Bevelalxl,Suite 12C OCCUPANCY AND CONSTRUCTION PER IBC 304, 306, 311 AND 602.2 .2"/OCCUPANT OTHER EGRESS COMPONENTS OCCUPANCY AND CONSTRUCTION PER IBC 304, 306, 311 AND 602.2 ASSUMED OCCUPANCY: B AND S1 ASSUMED OCCUPANCY: B Tigard,Oregon 97223-8692 CONSTRUCTION TYPE: 118 FIRST FLOOR: CONSTRUCTION TYPE: VB Voice;503-244-0552 NON-SEPARATED USE BETWEEN: 8/51/52 OCCUPANCIES, PER OSSC SECTION 508.3 EXIT WIDTH: Fax:503-244-0417 INCHES PER OCCUPANT: 984 x 0.2 = 196.6" (TOTAL OCCUPANT LOAD ALL BDIL.D G YEIGHT ANO AREA PER OSSC TABLE 503 BUILDING HEIGHT AND AREA PER OSSC TABLE 503 STORIES) WIDTH OF EGRESS PROVIDE➢: 432" ALLOWABLE AREA: B: 9,000 S.F. ALLOWABLE AREA: 8: 19,000 S.F. LOSS OF EXIT: 360" > 196.8"/2=98.4" (AVAILABLE CAPACITY>50% ALLOWABLE HEIGHT: 40' PER TABLE 503 SI: 17,500 S.F. REQ. CAPACITY) ALLOWABLE STORIES: 1 STORY PER TABLE 503 52: 26,000 S.F. ACTUAL BUILDING AREA: 1,815 SF (55' PER TABLE 503 PLUS 20' PER 504.2) SECOND FLOOR: ALLOWABLE HEIGHT: 75' EXIT WIDTH. ACTUAL HEIGHT: I STORY ALLOWABLE STORIES: 2 (1 STORY PER TABLE 503 PLUS ONE STORY PER INCHES PER OCCUPANT: 299 x 0.2 = 59.8" 504.2) WIDTH OF EGRESS PROVIDED: 168" FIRE-RESISTANCE RATING REOUIREMENTS PER 055C TABLE 601 AND 602 ACTUAL BUILDING AREA: 64,183 SF AT FIRST STORY, LOSS OF EXIT: 120' > 59.8"/2=29.9" (AVAILABLE CAPACITY>50% 45.599 SF AT SECOND SipBr, REQ. CAPACITY) STRUCTURAL FRAME: 0 HRS STAIR WIDTH: EXTERIOR BEARING WALLS: 0 HRS. 37,575 SF AT THIRD STORY INCHES PER OCCUPANT: 299 x 0.30 = 89.7' EXTERIOR NON-BEARING WALLS: 0 HRS. ACTUAL HEIGHT: 3 STORY WIDTH OF STAIR PROVIDED: 192" INTERIOR NON-BEARING WALLS: 0 HRS. AREA MODIFICATION PER OSSC 506 (MODIFICATION TO ALLOWABLE AREA THIRD FLOOR: PER STORY) EXIT WIDTH: EIRE PROTECTION BUILDING IS EQUIPPED WITH AN AUTOMATIC SMOKE INCHES PER OCCUPANT: 188 x 0.2 - 37.6" DETECTION THROUGHOUT IN ACCORDANCE WITH 055C Aa=At+[AL a ,„,,At x ls] WIDTH OF EGRESS PROVIDED: 72" 903.3.1.1 �� f At=77,500sf, Is=2 sprinkled three story, LOSS OF EXIT: 35" >37.972=1B.B" (AVAILABLE CAPACITY>50% INTERIOR FINISH 8: CLASS B AND C: PER TABLE 803.9 If=100[(F/P)-0.25XW/30) REQ CAPACITY) 305• STAIR WIDTH: ROOMS AND ENCLOSED SPACES: 8. F1, AND SI: CLASS C; FLAME SPREAD INDEX: 1 ' E- I' R. R F= 1,456 lineal feet, P= 1,456 lineal feet, INCHES PER OCCUPANT: 185 x 0.30 = 56.4" �� 1�'�� 7ECTDO; SMOKE DEVELOPED INDEX: 0-450 PER ��, •, . W=30'-4"; WIDTH OF STAIR PROVIDED: 96" SECTION 503.1.1 lf=[(7,456/1,456)-0.25](30/30) _ .75 9 40- Ao=17,500+[17,500x.75]+(17,500x2] MJNIMU4J''$.MBER OF EXITS PER OSSC TABLE 1021.1 EXIT TRAVEL DISTANCE OF Aa=17,500+13,125+35,000=65,6255E FIRST FLOOR: NUMBER OF OCCUPANTS: 982 (TOTAL OCCUPANT LOAD ALL STORIES) 8 OCCUPANCY: COMMON PATH OF EGRESS TRAVEL DISTANCE DOES FIRE-RESISTANCE RATING REQUIREMENTS PER OSSC TABLE 601 AND 602 REQUIRED: 4 NOT EXCEED 100'-0" PER OSSC TABLE 1014.3, WITH PROVIDED: 11 OCCUPANT LOAD UNDER 30 WITHOUT SPRINKLER STRUCTURAL FRAME: 0 HRS. SYSTEM EXTERIOR BEARING WALLS: 2 HRS. SECOND FLOOR: EXTERIOR NON-BEARING WALLS: 0 MRS. NUMBER OF OCCUPANTS: 295 EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED INTERIOR NON-BEARING WALLS: 0 MRS. REQUIRED: 2 FLOOR CONSTRUCTION: 0 MRS, PROVIDED: 4 SYSTEM PER OSSC TABLE 1016.2, WITHOUT SPRINKLER 81,51 TO 52: 1 HR. SYSTEM THIRD FLOOR: EXITING CALCULATIONS FIRE PROTECTION BUILDING IS EQUIPPED WITH AN AUTOMATIC FIRE NUMBER OF OCCUPANTS: 205 PROTECTION SYSTEM THROUGHOUT fN ACCORDANCE REQUIRED: 2 OCCUPANT LOAD: PER OSSC TABLE 1004.1.1 WITH OSSC 903.3.1.1 PROVIDED: 2 FIRST FLOOR: INTERIOR FINISH 8: CLASS B AND C: PER TABLE 803.9 8 OCCUPANCY: 1,755 SF 100 SF/PERSON 18 PERSONS 5: CLASS C: PER SECTION TABLE 803.9 EMERGENCY LIGHTING IN THE EVENT OF POWER SUPPLY FAILURE, AN TOTAL FIRST FLOOR OCCUPANT LOAD: 18 PERSONS EXIT ENCLOSURES AND PASSAGEWAYS: B: CLASS 8: FLAME SPREAD INDEX: 26-75; SMOKE EMERGENCY ELECTRICAL SYSTEM SHALL DEVELOPED INDEX: 0-450 PER SECTION 803.1.1 AUTOMATICALLY ILLUMINATE THE PORTION OF THE EXEMPT AREAS 60 SF 0 SF/PERSON 5: CLASS C; FLAME SPREAD INDEX: 6-200;SMOKE EXTERIOR EXIT DISCHARGE IMMEDIATELY ADJACENT TO DEVELOPED INDEX: 0-450 PER SECTION 803.1.1 EXIT DISCHARGE DOORWAYS IN BUILDINGS REQUIRED TO TOTAL BUILDING OCCUPANT LOAD: 18 PERSONS HAVE TWO OR MORE EXITS WITH THE EXIT CORRIDORS: B AND 5: CLASS C; FLAME SPREAD INDEX; 76-200; ILLUMINATION SUPPLEMENTED WITH AN SMOKE DEVELOPED INDEX: 0-450 PER SECTION EMERCENCYPOWER SUPPLY CAPABLE OF PROVIDING REQUIRED EGRESS WIDTH PER SECTION r0O5.1 Owner: 503.1.1 POWER FOR A DURATION OF NOT LESS THAN 90 .2"/000UPANT OTHER EGRESS COMPONENTS MINUTES PER OSSC SECTION 1006.3. ROOMS AND ENCLOSED SPACES: B AND S: CLASS C; FLAME SPREAD INDEX: 76-200; JLR RF1RSi FLOOR: SMOKE DEVELOPED INDEX: 0-450 PER SECTION 803.7,1 ACCESSIBLE PARKING/ACCESS TO SITE SEE SITE PLAN FOR ACCESSIBLE PARKING STALL EXIT WIDTH: LOCATIONS AND ACCESS TO THE PULBIC WAY INCHES PER OCCUPANT: 18 x 0.2 = 9" (TOTAL OCCUPANT LOAD ALL STORIES) TRAVEL DISTANCE ) REQUIRED PROVIDED WIDTH OF EGRESS PROVIDED: 36" 8 OCCUPANCY: COMMON PATH OF EGRESS TRAVEL DISTANCE DOES STANDARD ACCESS 3 3 NOT EXCEED 100'-0"PER OSSC TABLE 1014.3, WITH VAN ACCESSIBLE 1 1 SPRINKLER SYSTEM WHEEL CHAIR ONLY 0 0 MINIMUM NUMBER OF EXITS PER OSSC TABLE 7021.1 EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED FIRST FLOOR: 300'-0" PER OSSC TABLE 1016.2. WITH SPRINKLER PLUMBING EIXTURE5 OCCUPANT LOAD PER OSSC TABLE 29-A NUMBER OF OCCUPANTS: 18 (TOTAL OCCUPANT LOAD ALL STORIES) 720 NE Grand Ave. SYSTEM B OCCUPANCY:513 OCCUPANTS; 573/2=257 EACH SEX REQUIRED: 1 Portland,Oregon 97201 PROVIDED: 1 S1 OCCUPANCY: COMMON PATH OF EGRESS TRAVEL DISTANCE DOES 2 WC FIRST 50, 257-50=207/50=4.14+2= NOT EXCEED 100'-0" PER OSSC TABLE 1014.3, WITH 5.14 WC REQUIRED EACH SEX FOR B OCCUPANCY SPRINKLER SYSTEM 2 LAS FIRST 80, 257-80=177/80=2.21+2= PLUMBING FIXTURES OCCUPANT LOAD PER OSSC TABLE 29-A 4.21 LAV REQUIRED EACH SEX FOR B OCCUPANCY 8 pCCUPANCY:IB OCCUPANTS; EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED 1 WC REQUIRED FOR UNDER 30 OCCUPANTS 250'-0" PER OSSC TABLE 1016.2, WITH SPRINKLER SYSTEM $ OCCUPANCY:477 OCCUPANTS; 471/2=236 EACH SEX REQUIRED PROVIDED S2 OCCUPANCY: COMMON PATH OF EGRESS TRAVEL DISTANCE DOES 236/100=2.36 WC REQUIRED EACH SEX WATER CLOSET Project: NOT EXCEED 100'-0" PER OSSC TABLE 1014.3, WITH 236/100=2.36 LAV REQUIRED EACH SEX UNISEX 1 1 UNISEX SPRINKLER SYSTEM LAVATORY UNISEX 1 1 UNISEX New Building EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED 6.14 (B OCC) + 2.36 (S OCC) = 8.51 SINKS 0 1 400'-0" PER OSSC TABLE 1016.2, WITH SPRINKLER 9 WC REQUIRED EACH SEX SYSTEM 4.21 (B OCC) + 2.36 (5 DCC) = 6.75 7 LAV REQUIRED EACH SEX EXITING CALCULATIONS OCCUPANT LOAD: PER OSSC TABLE 1004.1.1 REQUIRED PROVIDED WATER CLOSETS FIRST FLOOR: WOMEN 9 8 10125 SW Washington Sq Rd. B OCCUPANCY: 2,249 SF 15 SF/PERSON 150 PERSONS MEN 9 5 Portland,Oregon B OCCUPANCY: 18,208 SF 100 SF/PERSON 782 PERSONS URINALS 0 6 B OCCUPANCY: 10,040 SF 200 SF/PERSON 51 PERSONS LAVATORIES 51 OCCUPANCY: 31,335 SF 300 SF/PERSON 105 PERSONS WOMEN 7 6 TOTAL FIRST FLOOR OCCUPANT LOAD: 488 PERSONS MEN 7 11 SHOWERS EXEMPT AREAS 2,351 SF 0 SF/PERSON MEN 0 2 MEZZANINE: SINKS 0 5 Sheet Title. B OCCUPANCY: 441 SF 100 SF/PERSON 5 PERSONS EYE WASH 1 1 Code 8 OCCUPANCY: 1,058 SF 300 SF/PERSON 4 PERSONS TOTAL MEZZANINE FLOOR OCCUPANT LOAD: 9 PERSONS Analysis SECOND FLOOR: B OCCUPANCY: 1,045 SF 75 SF/PERSON 70 PERSONS 6 OCCUPANCY: 3,262 SF 100 SF/PERSON 33 PERSONS 8 OCCUPANCY: 5,413 SF 300 SF/PERSON 18 PERSONS S2 OCCUPANCY: 35,552 SF 200 SF/PERSON 178 PERSONS TOTAL SECOND FLOOR OCCUPANT LOAD: 299 PERSONS EXEMPT AREAS 327 SF 0 SF/PERSON THIRD FLOOR: Revisions: 52 OCCUPANCY; 37,575 SF 200 SF/PERSON 188 PERSONS I. l Me0,)1e C IOaRr 91lb TV*DCun,ays Plu,a.c.Rupe TOTAL SECOND FLOOR OCCUPANT LOAD: 188 PERSONS L IO J,n3119 t Ie Jur.2011 TWO CcrMnrn CW95utrnenR TOTAL BUILDING OCCUPANT LOAD: 984 PERSONS S B AO e Q 12.kly 12.k cws CaM,eu COOT Common M T. 16.3207201E 8 ID Auer 21111 nun[owner.% ro<man.Tn EN e E II NI..._.RCSA_*KD. a1 ,.D..3014.AL RIa1TE r TOE DRAW.=ARE n(P�,PTY R 0, 1. HEMILORD,DESIGN OROIP.PC..4.`O ARE NOT 10 BE LW/OR REPRomucro IN ANY NIAMNEI,EXCEPT 1,11 TN THE PRIOR MITTEN P0RMISs1vf Or MIwRUI ALSIM 0.1OP,PLC } etc 17 August } 1 Drawn by: Checked by i A/ DJDCB/CLT WEN Job Number: 1161a Sheet For Construction Set - August 2018 A0.2 0 0 O 0 ® 0 ® 0 0 0 ) ® 0 ® 0 0 0 0 ® (-0 ® hq....---- MaDREN DESIGN GRCuP,PJ AI[HLTICT,II • !Am RAMO • 07650 S.W.Beveland Supe 12C 0 / " " g C f I416,4, ' tv R '' t Tigard Oregon 97223-8692 Voice 503-244-0552 Nrivip rN��►'iN4 NNN. �ON� ( , / . ._..` `�.- Pax:503-244-0417 * . .„. No:.'...si. , ±— —0 i_ i_ ® 4, _ 4,. . _ _ • ® 0 --1- 0 N..i�N�N�1►NN�N� 0 ® _ :__ ,_ 1-•. ��N��NN„,, _ _ivy 0 ® I 0 V ''v :e► ... "V'v 0 0, - 0 0 , - _,__ - - - 0 NN ► ♦NNN♦ ; ► 't Al $ 4+46 NiNNN.•:' �S' et� i � I S2 + + I I- - i- I 305. 1- -: 1 t [ ♦NN�rN►NN�NNN�INN►�♦NN� .,r — e a - . a e 1 - - — .1.14.iti :;:trii:,".....,• -°O _ _ 1 S2 _� °i44P�0 *L. N , O I H — + ® C y i- I I O IP *N �N�•NN♦ q— 0♦ vv ' o . i o LT - N� 'vN �� t - - N , F..., i _ CD IOW yr -,r, 61 , 0 , / -'i- / WA hilimmirtik r B "kiel/P,,.; 2.11,107r,i\ _ annwEli w 44 0 4,_ l3 '` • •NA-214 '41100, ic - .‘ ,77.., :110..,A ies. � 414Oirit • _\ 13 - - -I a -911'- B / .• ...,�• / / 41 CD 1 Owner: rA. 4...m •$, -- : JLR 0. ��-�1�►/' �iry�� !� rf ,► is - - -„- - i /. ® �. -&------• 4. • 'r / : ” .� ,, 4ior . . p ,iiiii > 720 NE Grand Ave. A �`411: 1 A p / -t4.7.4/..,,,„....71t11 =`� L. O g Portland,Oregon97201 f 4414:10741 ,r4g-.! -11,-, . _.:: ) / / -----......„..... /4* to,diti"*„.'1:::77 � .�1,-1r�!./� Project: .1,41,” ��/ New Building ill 1, Overall First Floor Plan ,i k1 Overall Second Floor Planf"'''""'-''''. Overall Third Floor Plan f---" . 10125 SW Washington Sq Rd. VIM 32,423 SF 6 OCC: 383 ` Portland,Oregon '. 15,027 SF 8 OCC: 121 ' " 0 15 30 60 37,575 SF S2 OCC: f88 0 75 .30 60 31,760 SF SI OCC: 105 0 15 30 60 35,522 SF S2 OCC: 178 Sheet Title 0 p 0 0 0 0 0 Fire and Life 0 0 Safety Keynotes ��- Plans O2 - 1 -I _ •4i " 22 1. COMMON PATH OF TRAVEL DISTANCE - 42'-7" I 1ithuilli �I 2. EXIT ACCESS TRAVEL DISTANCE - 185'-2" I _ _ 3. COMMON PATH Of TRAVEL DISTANCE — 104'-5" C 4. EXIT ACCESS TRAVEL DISTANCE - 158'-6" II 5. COMMON PATH OF TRAVEL DISTANCE - 55'-3" Revisions:6. EXIT ACCESS TRAVEL DISTANCE — 235'^3" 1, it Mw 2TI z aBw XII 7. COMMON PATH OF TRAVEL DISTANCE - 152'-6" TM,Comm. - - 4 I 8. EXIT ACCESS TRAVEL DISTANCE - 152'-6" T �lb a)111�-e `� :1 JI.,.m:e , 4 1— { I9. COMMON PATH OF TRAVEL DISTANCE - 98'-9" © p 10. EXIT ACCESS TRAVEL DISTANCE — a 9Jw,2b1B E. :2141118 27}'-4" ewsm,�. aoarm�.r... 11. COMMON PATH OF TRAVEL DISTANCE — 94'-4" T. I6JW,11SB a �se2oie 5) I I - - - „�,� 0 12. EXIT ACCESS TRAVEL DISTANCE = 94'-4" °°°Tm" ' F°"""`mss" � O I I 1 _ 0 13. 1 HOUR RATED WALL e 11111A O I O ®m y IAB I T. ..: 0 a. h., r 0 It _ _ I _ I (2 t � O I O IOYIIT!I®I,QP.G.f"10. l 1 e �./ MIX DRAWN We 11[PR"Pm1T tlP I NOT TO eEeII al P.C.1110 PK Mr et USED a R IC PM MIT YMR01,PERINIIIKDI CIF I,RM TK mat ama } 0 1 ' ' I I aDIEN DEMI MAP.PI Date 17 August 2011 ,,'` Drawn by: Checked by i DJA/DCB/CLT WEI. Job Number. 11613`' tlK, Mezzanine Floor Plan .I Overall First Floor Pavilion Plan Sheet `, 441 SF B OCC15 N 1,815 SF OCC: 19 pr 0 15 30 60 1,058 SF S1 OCC: 4 ''. 0 15 30 60 For Construction Set - August 2018 A0.3 'Door Schedule NOMINAL SIZE - DOOR FRAME • Abbreviations General Notes Symbol Legend MARK Type GLAZING WOW. REMARKS WIDTH HEIGHT THICK MAT'L FINISH.MAT'L FINISH 21'i,----- 101 6--0" 7'-8 1/8" 12" I GL1N -- -- -- --- 02 3 103 6-O" 7'-8 1/8" 1 ) GLS -- -- -- -- 03 -- AB ANCHOR BOLT HC HOLLOW CORE A. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS LIGHTED EXIT SIGN ON EMERGENCY BACKUP - SEE 104 9"-0" 8'-!f' 1 /4' 14 AL CLR AL CLR -- 50 3. 9. 10 AC ASPHALTIC CONCRETE NOR HEADER NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO START ® ELECTRICAL FOR ADDITIONAL INFORMATION ® 705A I2'-O" IO'-6" 1 S 4' L STL CLR __ __ -- 01 2MILDREN DESIGN GROUP,P.C. V _ _ 13 .yL __ 05 __ AFT ABOVE FINISH FLOOR HM HOLLOW METAL OF WORK. ARCHITECTURE • SPACE MANNING RFI-84.0 (GSC 3'-0' 7'-0" 13 /4" A SCS PLB NM P -- 10 -- 49 FIRE EXTINGUISHER ALT ALTERNATE HORI2 HORIZONTAL B. ALL HARDWARE IN ACCORDANCE WITH ANSI 117,1, F.E. 7650$W,Ilevelalxl,Sllilc 120 106A 72'-0" 70'-6" 1 3(4" L ST, CLR -- -- -- 01 2 ALUM ALUMINUM NTG HEATING C. PROVIDE (1) APPROVED FIRE EXTINGUISHER WITH RATING OF 1 68 3-0" 8"-0" 3(4 0 GL� -- -- -- _- 05 -- ANBD ANODIZED HVAC HEATING. VENTILATION AND FEC Tigard,Ore'gon97223-8692 7 5--g- 1.3 T-0" 1 3/4" T 3L PL HM A 72NOT LESS THAN 2-8:108 FOR EACH 3,000 SOFT. OF FLOOR FIRE EXTINGUISHER CABINET 13 9'-U" 8'-O" I 35/4" H A_ AL CLR -- 06 9. 1 APPROXAPPROXIMATE AIR CONDITIONING AREA TRAWL FROM ANY PORTION OF BUILDING NOT TO Fax:Voic503-244-0,552 0709-001 114 9'-0" 8'-GQ" 1 4 H AL �"�k AL CLR -- 50 3. 9. 10 ARCH ARCHITECT(URAL) ID INSIDE DIMENSION EXCEED 75'. Fax:503-249-0917 I]5 3.-0- '. 8.-I)" 3/4" Q S -- -- -- --- 05 -- BD BOARDM OF IE INSUL INSULATION RVA TION 111111 D. PROVIDE SIGN AT MAIN EXIT DOOR PER IBC 1008.1.8.3, 2.2 f 6 3'-0" 8'-0" 3 4" -- -- -- -- 05 -- BLDG BUILDING !NT INTERIOR STATING "THIS DOOR MUST REMAIN UNLOCKED WHEN BUILDING 116 3'-0- 8'-0" :S/4" Q G- -- -- -- -- DS -- ,3jf/ o BLK BLOCK MECH MECHANICAL IS OCCUPIED". 118 3'-0" 8'-0" 4" (.).� -- -- -- -- 05 -- BLKG BLOCKING MGR MANUFACTURER E. LEVEL 4 FINISHED WALLS TO RECEIVE {1) COAT PRIMER. (2) Partition Type Legend 1£8 3'-D- 8'-0" /4'" D GLS -- -- -- -- OS --- 119 3'-0" 8'-0" 4" ('L -- --- --- --- O5 -- BM BENCH MARK MFR MANUFACTURER COATS ACRYLIC LATEX. LEVEL OF GYPSUM BOARD FINISH TO 119 3"-0^ 8'-0" 3 4" GLS -- -- -- -- OS -- BOTT BOTTOM MH MAN HOLE PARTITION STYLE Q 1708 3:-0".. 8'-0" I /4" A F PLW NM P -- 07 Y_ BE PER ASTM C840 (ALL OFFICE SIDE OF WALLS). PARTITION--- fSBRC It BEARING PLATE MIN MINIMUM 2{�8 3-08'-0" I 3(4" E SC T AL CLR 08 F. LEVEL 2 FINISHED WALLS TO RECEIVE (1) COAT PRIMER. (1) G709-001 1200 2'-6- B'-0- f 3)4" E SC ST AL CLR -- 08 -- CO CATCH BASIN MISC MISCELLANEOUS 721A 3--0' 8'-0" T 3/4" A SC PLW NM P -- 07 -- CI CAST IRON MO MASONRY OPENING COAT ACRYLIC LATEX. LEVEL OF GYPSUM BOARD FINISH TO BE Q1i�218[' 3;-0_ 8'-0" T1 3/4" E SC S AAiL CL�R2 - OS-. -- CJ CONTROL JOINT MO MASONRY OPENING PER ASTM C840. (ALL PRODUCTION/STORAGE SIOE OF WALLS). PARTITION NUMBER G709-001 .210 Z'-6" 8'-0" 1 .353/4" f S� ACL CCR -- 08 __ FE CENTERLINE NIC NOT IN CONTRACT G. PROVIDE ADA SIGNAGE AT TOILET ROOMS AND ADA COMPLIANT 721E 2'-6' _ __S'-0" 1 3/4- E SC ST CLR -- 08 __ CLG CEILING N0./A' NUMBER EXIT SIGNAGE- H. PROVIDE VAPOR BARRIER AT WARM OF ULATION 722 3•-0' 8•-0` 3/4" S�C PLW AL CLR 09 -- __ CMP CORRUGATED METAL PIPE NTTS NOT rTOLSCALE I. FURNISH THREE SILENCERS FOR SINGLE EACTING SSINGLE DOORS; 0709-D01 1.4 3'-0" 8'-0" 3/4" [IF 5$- -- AL CLR -- 09 -- CMU CONCRETE MASONRY UNIT OC ON CENTER DO NOT FURNISH SILENCERS FOR DOORS WITH 25 3'-0" 8'-0' 3/4- �7 -- AL CLR -- 09 -- CO CLEAN Room Symbol Legend tk f127 3'-0" B'-0" S/4" g GLS __ AL CLR --CLR 09 -- COL COLUMN OUT OND OVERHEAD DIAMETER OD OUTSIDE DOORJ. PROVIDE OUTSIDE AIR WEATHERSTRIPPING RPER OCCUPANT PER MECHANICAL CODE. y ROOM NAME ,5� � fJ+ 1 8 --0- 8'--0" "/4" 0 aL6 -- AA(L CLR -- 09 -- CONC CONCRETE OPNG OPENINGC� r�S 129 '-0" S'-0" 3(4 0 OLS -- AL CLR -- _ 09 -- CONN CONNECTION OFF OPPOSITE (BY SEPARATE PERMIT). t 2 ROOM NUMBER Fs�w Lr E056 R't^] it POA 9'-0" B'-0" 1 3/4' I GLS -- -- -- -- 02 3. 9 CONST CONSTRUCTION 0/S OUTSIDE ROOM AREA/LOAD i,::....----R0014 FINISH -V1:41.1 �q I DC 3'-0'" 7.4-10- '-8 1 " 1 3//4, K NAL CLR -M P Y 04 3 I CONT CONTINUOUS e PLATE FACTOR XXX/100:2..x_ �� 133 C 10"-0" 10"-6" 1 S/4" K AL CJ R -- -- Y 0 1 ! CORR CORRUGATED (ION) PLAM PLASTIC LAMINATE 8:2 E !TS NUMBER OF 1 70'-0" 10'-6" 1 S��41 K AL CLR -- -- Y 0 1 I CSP CONCRETE SEWER PIPE PLYWD PLYWOOD OCCUPANTS ❑ (' � RFI-84.L {� 70'-0" KT-6" 7 3/4e K Al. ql_R -- -- Y 0 1 l NUMBER OF OF "" 1 � FO'-O" 10'-6" 7 3/4'" K AL LL -- -- -- CN TR CENTER PVC PLOY VINYL CHLORIDE R Y 0 1 OCCUPANCY GROUP PER EXITS PROVIDED ! L1H FO'-O" f0'-6" 1 3 4" K A/_ CLR -- -- - Y 0 1 DSL DOUBLE PVMT PAVEMENT IBC TABLE 1004.1.2/NUMBER T301 3'-0Q" 7'-8 1(871 33/4" A HM p HM f -- 04 3 OF DRINKING FOUNTAIN PT PRESSURE TREATED 131® 1318 76"-D- 10--6" 1 S/4" K AL cCV.R --LR AL CPR Y 11 33 DIA DIAMETER R RADIUS RFI-84.0 13+C 3-C r-0" 1 3/4" A HM P ON DOWN RD ROOF DRAIN 1310 12'-0- 10'-6" 1 3/4" K A/ 9.1i. -- -- Y 01 1 DR DOOR REF REFERENCE RF1-186.0 132 3-0- 7-Er F 3/4" p Hsi HM P 51 -- OS DOWNSPOUT REINF REINFORCING 134 3'-O" 7'-0" 1 3/4" 0 HM PNM P -- 52 3 OWG DRAWING REQ REQUIRED 136A 3'8 -0' 7'--0" ] 4" A NM pPp NM P -- 15 -- UPS EXTERIOR INSULATION FINISH SYSTEM REV REVISION 13713612'-D- f0'-0"17-0" 10E-Cr 1 374" M TL F' -- -- Y 01 r 01 2 ELEV ELEVATION RM ROOM RFt4t £,i(jp 7'-0" 3/4^ 1[�} 4M P HM p -- 15 _ ELECT ELECTRICAL RO ROUGH OPENING 6.0 6.4 13 139 13_0" 7'-0-" .3/4" A UM P NM P Y 39 2 01 EXXIST EXISTING SIM AL W SIM LAR T OF WAY 140 --0' 7'-0" 4". A HMNM P -- 39 Qj p -- __ EXP Jr EXPANSION JOINT SPEC SPECIFICATION 141 -0" T-0" /4" B NM F' HM P 18 EXT EXTERIOR SO SQUARE AA 1424 3-0" 7-0" /4" B HM P HM P -- 53 __ 144�28 3-0' T-0" 3/4" C �A{L CLR AL CLR 1^7_ FD FLOOR DRAIN STD STANDARD M P NM P RFI-254.0 1444 8'--0" 8'--0" ,7/4_ 8 HM P HM P __ FOG 3 FININ FLRGR FINISHEFLOORRADE DEPARTMENT CONNECTION SUSINK THICKNESS) TOOCK(NE59) 1448 10'-0" 10'-0' /4 M STL P 0 2. 4 146 3'-0" T-0" 3//4" A HM P HM P -- 79 --7-0" FLR FLOOR TS TUBE STEEL FOC FACE OF CONCRETE TU TILT-UP 1,5550 3,-0" T-0" 3/4" A SCL ST MTL FE -- 73 3 FOS FACE OF SHEATHING TYP TYPICAL Tj �rj F518 b'-0" 8'-0 3/4" P S7,L F(- NM P __ 210 -- END FOUNDATION UL UNDERWRITERS LABORATORIES iJLlti, I51C 3'-0" T-0" 3/4" A �{61 HM P -- 22 3-- FOIC FURNISH BY OWNER, INSTALL BY CONTRACTOR U/S UNDERSIDE A 153 3'-0" T-0" 3/4" R NM P NM P -- 23 8 F010 FURNISH BY OWNER, INSTALL BY OWNER W/ WITH Equipment Schedule = 0709-001 155 6.-0" 7-0" 3/4" F NM p NM P --- 25 -- FOW FACE OF WALL WC WATER CLOSET 156A 3.-0" 7-0" j/4" A NM I' NM P -- 20 3 FT FEET/FOOT WO WOOD 1568 20'-0" 4'-6" /4" N STL P -- -- 01 ri.B)1Edeismni WY Nor laWI. IL AabCAa na¢w 1ear11 width 'WrIgki vrlap META Marry Fain( 0.a !rn Gd Air %Mar Ve'n'n N•aa RF- 6.0 -- FTG FOOTING W/0 WITHOUT '� ta6e1 raaa IMI NA I ,�SUB-16.1 157A 3"-0" T-0" 3/4" A F T MTL FF -- 55 -- R'4'°' _ 15713 3'-0" 7-0" 3/4" A 1,g 'T MIL FF -- 13 -- GA GAUGE WP WATER PROOF A111011f5 - _ 1.y 7(,' 'C; D"' _ 7'-(� ,S/4" A SC �T M 1 FF -- 27 -- GALV GALVANIZED WR WATER RESISTANT I r1,aIIFRpV.,kc"Im_o QC m.rawd pgyl bole 27 x Y Y �a ss" 2.3014 40 Y 1598 -0 7- -1 3/4" F NM P NM P ]B 3 GYP BD GYPSUM BOARD WWM WELDED WIRE MESH z �(nav scutloahoy e.ron 6 2 2 Y Y II'sys 27oCb 25 3a 720 NE Grand Ave. 1598 3'-0" 7-0" 3/4e A NM P HM P -- 12 33 R41 SPOA 10 oba,'cercund 2 post hoist 2 x Y Y J Mu! 71.5-Yl' 131ldr xs 30 j 16D -0" T-0" 3/4" A NM P NM P -- 29 _ NB HOSE 8188 WH WATER HEATER D � _ Portland.Oregon 97201 161A t'-0- 7'-0'" :3/4" A HM p HM P -- f2 5 10 liuntartx�-CSllx alensneullwet 1 X Y Y v er 2153/1 68,5 100(130 11 45 Y lutulack 1618 3'-0" 7'-0" _SS/4" 8 NM P HM P -- 3. 5 11 Hamer RX1051.150p ...,I boat 1 X Y Y �'in 21538" 88.5• 20x(130 16 40 Y 7638 3'-0" T-0" 3/4' B HM P HM P -- f 5 }� 163 0- 7'-0" S 4" A NM NM P 31 5 12 Hamer.90go, L Bile 1 X Y Y N 106• 30" 3500. 915 15 220 5' }A7 13 loam4reg0 ,W0 cFlae 1 X Y Y N 105• .10• 316Ra 115 15 20 Y ILR Mack 164A 3--0" 7-8 1/." :3/4 C 9I CLR A (R --- 49 3 S 1fi4 0" 7'-fj 1 4"" C AL [,'LK Al CLR -- 11 3 14 lamer mad Fmre elHe .? 1 X Y Y N 03" 7T' 9296.+ 105/230 18 20 Y 16'6A 10-0 .2.e" 1{3'-4^ .1/4" P MTL P -- P -- 01 -- 1668 33-0 8" 7'-6" 4'� A hitt. -- P -- 26 -- ES 1a �,y� �rymrilm mea:Lurr rcv0kuln¢ 1 x Y Y N 67" ST 190uL. 200(130 24 30 Y 156C �I2'-D 5., 10.-4" 111111'/4•' P M)' -- P -- OI -- Project: - J44 S, s7 �{ '! ti465A4 �,' i7L�." Its 15 x 167 3'-0 _ _7"-O" 3/4 C AL LLR AL CLR -- 30 -- 17 Iraa«:k } i R � 131 Ax Block Pra t 1678 w 3'-0" 7'-0' 3/4" C AL CLR AL CLR -- 47 -- 20 � Gr am.a workbench 13 X N 300• 30" 115 20 Y Y 16 ,3 3'-0" 7"-0" 4" A NM P HM P -- 56! 11 17 GT acries urodd,,n,L 3 X N 144" 30' 115 20 V Y New Building 170A "-0" 7'-0" 4 Al!,, CLR AL CLR -- 54 1 12 9'GT send.warktnench 3 X N 94' 30• 118 10 Y Y 171 3'-0" B'-0"_ 3 44 GLS -- -- -- -- O5 _ 1 LUBRICATION I 201 3'-0 7-0 J[4"' 0 G�$$ -- -- -- -- 35 -- f 30 Devonlnd remote hllhnx 2 X N 24" l9' p2 3'-0" 7'-0" 1 3/4 4" A S' IT AL CLR -- 36 -- f - 5 31 (iaco MavaT.anacewer (1.60hnyk 3 X N 115 IS 20 3'-0" 7--0" 1 4- A SC ST A- CLR -- 4 3 1 3'-0- T-0" 1 /4" A 5 57 AI. CLR -- 7 __ 32 81fat Tank overfill Alum ilia Roam) II X N 116 15 _ IQs 3'-Or 7'-0" 1 3/4" A SC • S7 AL CLR -- 38 -- 3 33 Gnw sal Parl,aL Duna { x N Y 1:1= T-O- 1 1114 j, SC ST AL CLR -- 40 -- i 34 taco y"r]auAraam wrm 32 X N Y (IA -D- d/4" 35 Gaco 64 Bar 3 X N N 2213 k8.3• rig 3'-0" 7"-0" 1 3/4'" 0 GCS -- -- 05 -- I 36 (kw°Sacx2006Psel11rx59 42 x N N 19.r 7R 4569 10125 SW Washington Rd. 209 3'-0- OS -- ! FZ n� txt. 210 3"-0" 7"-D" 1 .1/4- D i•'L --- 05 -- ! 40 Cm3no jun pa®Can Coal me 33 X Y N 13.04• 4.T 336• 115 20 Portland.Oregon 711 3'-0" 7-0" 1 ./4" A SI ST AL CLR 4fj } AIIi6 7�1 1_ 3'-O" 7-0' 1 3/4" AScST 4f�) CLR -- 5,13 3 f 50 r Dunks.Amman and• 2 X Y N N 88AQ• 33.1? 41.381 200319 30 50 93.6 dui t13 3"-0" 7-0" 1 3/49 A SC ST AL CLR -- 37 -- LEGEND REMARKS 51 SFPxL as 1 X Y N N any I? 115 15 214 3'-0- 7-0' 1 ZZ3/4" A SC ST AL CLR --- 43 -- I SC SOLID CORE PLAIN SLICED WALNUT 7. HIGH SPEED OVERHEAD DOOR 52 Greco 20A;I Ree 38'x so 33 X N 197' To. s1 Y" 5 -- -- -- -- 59 ST STAIN TO MATCH EGGER H3734 ST9 /� 'L2 DA 75'-O` 8'-0" 1 3/4- 2208 4" DI 5 A 2. MOTORIZED OVERHEAD DOOR 51 Greco.Sens 53 Window w.b Rcal 3rd x5v 14 X N 19.2" 7.0" 52 /1 T\ 2208 3'-0"" 7-0" 1 3/4" B HM P HM P __ 44 7 NATURAL DIJON WALNUT LAMINATE 43.. ELECTRICAL LOCK 2.00 £5'-D- 8'-0" 1 S/4" P STL P -- -- -- 47 - FF FACTORY FINISH 4. ELECTRIC KEYPADy cr 17011 G769-001 �3 HM HOLLOW METAL 5. 7 HOUR RATED DOOR ANC I 60 prem velem. cfinhklwer 2 X Y Y 14' 14-314• 2606. 1007440 9 22 3--0" 7-0" 1 1 4 ft HM p HM p -- 45 3 5 MTL METAL FRAME I 61 Te iiiran 0,,41,1.6 rode snarler 3 X Y N 115 i23 3'-0" 7.-O- 1 /4" 8 HM HM N __ 60 I. 5 P PAINT 6. 45 MIN RATED DOOR 62 sn s: a au.!Rad 44 X Y 449 Sheet Title: SdOl 7-Q" 1 3��4" B HM P HM P 61 3. 5 STL STEEL 7. 45 MIN RATED DOOR AND G3 A•celu.V'sra111AalL,IkN 10 X Y Schedules 302 3"-O" 7-0" 1 3/4" B HM p NM P -- 60 3. 5 AL ALUMINUM FRAME MAIL A 401 I0-0" 7'-8 7/8'1 .3/4"' H AL L'LR AL CLR -- 46 3 CLR CLEAR ANODIZED 8. LOUVERED VENT 70 Min,• .Ill,_yrea.ure a..har 1 X V N 45" 1i75b. 2301011 30 415.00011'tt1 Y Y Y 6709-001 ,2 3'-0" 7"- 1 /4" A SC P.W NM P -- 41 -- GLS GLASS 9, HOLD OPEN AT CLOSER 71 et 001 = 2 X Y N n3 20 03 2'-6" 7'-0" 1 /4" A SC P-W NM P 47 PLW PLASTIC LAMINATE FACE - WHITE A 70. PAINT TO MATCH RAL 7022 CAR WASH and 404 3"-0" 7'-0" 1 37 A SC LW HM - P -- 48 -- PL/3 PLASTIC LAMINATE FACE - BLACK G709-001 80 DRS Oar Wash l�p\20Curioee 1 X Y Y T7th1i 37 14.6 7310. 208 3P/1 10 60FM 3/4"10 GPM 31 clNmic•1Pum90.11lPplm>0AI. 1 X Y Y 10031'!1 30 Y Legends Door Types 13 29,en 4 X Y Y 20160 25 �/•Der T.e.gMalt.Touch Scree.RO.Crow. 4 X Y 115 20 0'-0" Ta-o' IDOL 103001 TEMPERED RELITE r-1- 3-1- a-o s-1 90 Coda Pana Wmther 112p78� l _ x Y N Ti' Nr nvll 4603P11 11 v - r a" a- LOUVERED VENTING 2-2' 7-a- I s-r _J s-a- I, `T 2p ... r- I ...54 • Revisions S t /. .\ -\ // 1. 11X,b,. S 1s M.y2119 / \/ / / \ / / NTVW¢(dr.,r,• PI.i tZeaRgoa/ 11?-'14 / / _ / \ / \ \ / ` 11 s 1s JR1amI• a tall¢.mod \ \ \ \ \ \ / /7 \ / -� I 0131TWIE 5119 6�I2J All \ \ /KICKPLA TE WHERE \ \ \ / - \ / 1ma a 9..en Ia Jv SCHEDULED o J a.nx P cm .,,h& \ N \ J .\ �T .\ �. },� / �� -\ /. J i 4 Nw �l/ o. 16 Nawntrr 2nd V 4r TEMPERED \♦3 TEMPER ACTIVE �/ II. 13 Mr.nz � 14 en. dd�� GLAZING H GLAZING LEAF G"e,Iwvaw" Leur.,a".•� A B C 51[.10!F STORFFROblj D SINGI F FRAMELESS E SINGLE WITH VENT F x.•17 DOUBLE STOREFRONT UNEVENDOUR!FTOREFRON ST I a a : FR• • ii DOUBLE SLIDING DOOR GLASS e s TEMPERED RELt TL G709-00/ ia- d- A a1,850I€3104 m mar.PC.2110.YL LOUVERED VENTING I Y-a ' c - - e G709-007 rxESE P654944 ARE 11• .9151 ar v - \'' ," { MUREN DESIy MP...P4_MC ME { n 011...- 4,.."-o. NOT TOI3 1E 95E➢Oe N 0(51140 II a,P.C.MOOED,EXCEPT 010 III PM*901111 4 PEN ISS d 6 M{4PFx O151W CROP.P • / ill b a�/ •/.\.\ Date 27 February 2018 / I .• / \ Drawn by: Checked by: E \ N. \ / BKS/DJA/DCS/CLT WEM E o / Job Number: 116139 I• I. . 3' " Shed K HIGH SPEED G1 A7FD OVERHEAD DOQS L GLAZED OVERHEAD DOOR A M GLAZED OVERHEAD DOOR N COUNTER DOOR o IMPACT DOOR P COILING OVERHEAD DOOR o SINGLE WITH 1/2 LITE R SINFIF WITH VENT S OVERHEAD SECURITY GRfli T 'VISION PANELS RFI-84.0 A 'SEE ELEVATIONS FOR VISION PANELS August 2018 80.4 RFI-84.0 For Construction '1 •FLA A.Ell _ V _ •P2A • CORRUGATED METAL PANEL A •� _ • - 8" NOMINAL CMU - CORRUGATED METAL PANEL - 8" METAL STUDS AT 16" 0/C - 8" METAL STUDS AT 76" 0/C HAT CHANNEL C709-001 - 3 i METAL STUDS AT 24" 0/C I. - r HAT CHANNEL AT 24 O.C. - BATT INSULATION - 36" GLASS MATT GYPSUM SHEATHING } - BATT INSULATION •R12 - 12" NOMINAL CMU - MOISTURE BARRIER - 4e' GLASS MATT GYPSUM SHEATHING - A.C.M. METAL PANEL - 35' GLASS MATT GYPSUM SHEATHING217 - i" GYPSUM BOARD TO 6" ABOVE - I1" HAT CHANNEL AT 24 O.C. - MOISTURE BARRIER - 9i," GLASS MATT GYPSUM SHEATHING _ MOISTURE BARRIER CEILING - CORRUGATED METAL PANEL •EZ@ A.C.M. METAL PANEL •___ - 8"METAL STUDS AT 16" 0.0- - A.M.C. METAL PANEL HAT CHANNEL AT 24 D.C. 1 •P _ `ai" GYPSUM BOARD TO 6" ABOVE b - %" GYPSUM BOARD TO BOTTOM OF -- 46" GYPSUM BOARD CEILING MILDREN DESIGN GROUP,P.G. - 8" NOMINAL CMU - 12'NOMINAL GMU DECKING ABOVE - BATT INSULATION •PLL AIOCNITKC,VR6 • VAC!PLANNING . ri - 8" METAL STUDS AT 16" 0/C - F.R. PLYWOOD TO BOTTOM OF - 3 METAL STUDS A7 24" O.0 - 8" METAL STUDS AT r6" Q.C. 7650 S.W.Beveland,Suite 120 4Aludake1 - i" GYPSUM BOARD TO 6" ABOVE CEILING FROM T/SLAB TO B/DECKING • 3E- " GLASS MATT GYPSUM SHEATHING GLASS MATT GYPSUM SHEATHING DECKING ABOVE P. - 3 i" METAL STUDS AT 24 O.0 - i" GYP. BOARD TO 6" ABOVE - MOISTURE BARRIER - MOISTURE BARRIER - 8"METAL STUDS AT 16" 0/C Tigard,Oregon 97223-8692 Ao /� :!709-QOl_ - A.C.M. METAL PANEL - BATT INSULATION Voice:503-244-0552 8 NOMINAL CMU CEILING - �" HAT CHANNEL N� - 3 in METAL STUDS AT 24 O-C. CORRUGATED METAL PANEL //�� - 35" GLASS MATT GYPSUM SHEATHING Fax:503-244-0417 4 �• �� - 3b" GYPSUM BOARD TO 8/DECK/NG ABOVE •PIK .22c- /8\ - CORRUGATED METAL PANEL - MOISTURE BARRIER ,' i� .�• _ - " - i" HAT CHANNEL - C"HAT CHANNEL •�j 75" NOMINAL CMUGYPSUM BOARD TO BOTTOM OF - MOISTURE BARRIER - CORRUGATED METAL PANEL i" - 12'NOMINAL CMU - 3 r METAL STUDS AT 24" O.0 • PECKING ABOVE - " GYPSUM SHEATHING FROM T/SLAB TO 6" ABOVE _- _ -__ - e" METAL STUDS A7 16" 0/C - 8" METAL STUDS AT 16"O.0 •222d CORRUGATED METAL PANEL CEILING - BATT INSULATION G709-007 - " GLASS MATT GYPSUM SHEATHING - %" GLASS MATT GYPSUM SHEATHING - it" HAT CHANNEL l - 12' NOMINAL CMU - i" GYP. BOARD TO 6' ABOVE _ - MOISTURE BARRIER - MOISTURE BARRIER �,�,�� • J CEILING _ - MOISTURE BARRIER HAT CHANNEL - " GLASS MATT GYPSUM SHEATHING - i" HAT CHANNELS AT 24" O.C. ONE SIDE - b" HAT CHANNEL •py" - CORRUGATED METAL PANEL - 6" METAL STUDS AT 16" 0/C f 2 i" GYP. BOARD TO B/DECKING ONE SIDE - CORRUGATED METAL PANEL •� - 35" GLASS MATT GYPSUM SHEATHING - 12" NOMINAL CMU Al ., •P2D T \ •PIE - i" HAT CHANNELS AT 24" O.C., EA. SIDE 47.0 - A.M.C. METAL PANEL - MOISTURE BARRIER AR 1 /� - 8" NOMINAL CMU ON 4" CURB - CORRUGATED METAL PANEL, ONE SIDE WHERE CORRUGATED - 35" GYP. BOARD TO 6" ABOVE CEILING - MOISTURE BARRIER - a_CM. METAL PANEL J /8\ METAL PANELS OCCURS - 6" METAL STUDS AT 16" 0/C TO BOTTOM OF - " GLASS MATT GYPSUM SHEATHING •EIG ADD j" HAT CHANNELS I DECK ABOVE - 6" METAL STUDS AT 16" 0/C CORRUGATED METAL PANEL • - 8" NOMINAL CMU 7 •P� AT WALL-TYPES 1 - BATT INSULATION - BATT INSULATION - j" HAT CHANNEL . - HAT CHANNELS AT 24" O.C. RFI-149 - 12" NOMINAL CMU INFILL -- SEE • - 3(,' GLASS MATT GYPSUM SHEATHING - '�(," WATER RESISTANT BACKER BOARD TO - MOISTURE BARRIER .40 - CORRUGATED METAL PANEL, 1 SIDE STRUCTURAL `, - MOISTURE BARRIER BOTTOM OF CEILING - Iii" GYPSUM SHEATHING ._ • - A.C.M. METAL PANEL - TILE TO BOTTOM OF CEILING - 8"METAL STUDS AT 16" O.C. - 46" GLASS MATT� •P - NOTE' THIS OCCURS AT PAVILION EXTERIOR WALLS•PZJ - MOISTURE BARRIER SUM SHEATHING 40 /'>jf �: - 8" NOMINAL CMU - 8" NOMINAL CMU - • - AMC_ _ METAL PANEL - A.C.M. METAL PANEL `�'� - i"HAT CHANNELS AT 24" p-C.. EA. SlO - 3 i"METAL STUDS AT 24" 0.0 //�� - MOISTURE BARRIER C, /� CORRUGATED METAL PANEL, EACH SIDE FROM T/SLAB TO 8/DECKING /"\ Ea 6" METAL STUDS AT 16" 0.C. - 311" GLASS MATT GYPSUM SHEATHING •P20 3056 A /`WHERE CORRUGATED METAL PANELS NOTE - i" GYP. BOARD TO 8/DECKING G709-001 - 46" GLASS MATT GYPSUM SHEATHING - 6"METAL STUDS AT 16" 0/C - 58" GYPSUM BOARD . W L RFI-1470 OCCURS ADD rHAT CHANNELS SEE STRUCTURAL FOR CMU - MOISTURE BARRIER - BATT INSULATION - BATT INSULATION •i AT WALL-TYPES REINFORCING RRFf'"bbb2 - AC.M METAL PANEL - 3({ WATER RESISTANT BACKER BOARD TO - 6" METAL STUDS AT 16' 0/C • BOTTOM OF CEILING - 36" GLASS MATT GYPSUM SHEATHING P1 CMU Wall P2 METAL SIDING TILE TO BOTTOM OF CEILING RE BARRIER _ A.CM. METAL PANEL 4 OF , A. •PIA •PIE •PJ3! •PIQ •P •ER A•P3AE •P3A,I RFI-239.0 - - 5" GYPSUM BOARD, 6" ABOVE --CEO. - CERAMIC TILE TO BOTTOM OF CLG- 34" GYPSUM BOARD TO UNDER SIDE OF - CERAMIC TILE TO BOTTOM OF CEILING - 5/8" GYP- BOARD TO BOTTOM OF DECK - 5/8" GYP. BOARD TO 6"ABOVE CEILING 7 5/8" GYP- BOARD FROM 6/RAFT TO B/ - 5/8" GYP. BOARD TO B/CEILING - 6'METAL STUDS AT 24" 0/C TO BOTTOM - WATER RESISTANT TILE BACKER BOARD STRUCTURE ABOVE, ONE SIDE - 5/8" WATER RESISTANT BACKER BOARD, - 3 5/8"METAL STUDS AT 24" O.C. TO - 3-5/8"METAL STUDS AT 16" 0.0. TO 6709-O01� CEILING - 3-5/8"METAL STUDS AT 24"O.C. OF DECKING AT TILE, TO BOTTOM OF CLG. - 4"METAL STUDS AT 24" 0/C TO AT TILE, TO BOTTOM OF CEILING BOTTOM OF DECK BOTTOM OF DECK - 3-5/8"METAL STUDS AT 16' 0.C. TO - SOUND ATTENUATION BATT INSULATION - SOUND ATTENUATION BATT - 6" METAL STUDS AT 16" 0/C BOTTOM OF DECK ABOVE - 6"METAL STUDS AT 16"O.C. - 5/8" GYP. BOARD TO BOTTOM OF DECK - SOUND ATTENUATION BATT BOTTOM OF CEILING - 35 • " GYPSUM BOARD. 6" ABOVE CLG. - SOUND ATTENUATION BATT - SOUND ATTENUATION BATT - SOUND ATTENUATION BATT • - i" GYP BOARD TO 8/CEILING 411 • - 36" WATER RESISTANT TILE BACKER BOARD • • RIZ P3AF AT TILE - CERAMIC TILE TO 8/CLG. •Ez EIE • - 5/B" GYP. BOARD 70 BOTTOM OF DECK - 5/8" GYP. BOARD TO BOTTOM OF DECK - ii' WOOD PANELS BY FURNITURE VENDOR •P3AK //1� - 35" GYPSUM BOARD. 6" ABOVE CLC- - CERAMIC TILE TO BOTTOM OF CLG- - CERAMIC TILE TO BOTTOM OF CEILING - 3 5/8" METAL STUDS AT 24"O.C. TO - 3 5/8" METAL STUDS AT 24' O.C. TO TO 15'-9" - 5/8" GYP. BOARD TO B/CEILING 4. /"\ - 4" METAL STUDS AT 24" 0/C TO BOTTOM - 113-WATER RESISTANT TILE BACKER BOARD - 5/5" WATER RESISTANT BACKER BOARD 4'-0" a_F_E BOTTOM OF DECK - 8"METAL STUDS AT 24" O.C. , /709-001 OF DECKING AT TILE. TO 6/CLG. - 5/8" - F" BLACK MEL LADDER PANEL BY - SOUND ATTENUATION BATT •P - 6" METAL STUDS AT 16" 0/C TO BOTTOM OF CEILING - 5/8" GYP. BOARD TO BOTTOM OF DECK GYP. BOARD TO BOTTOM OF DECK FURNITURE VEDD / 15-9` - " GYPOUND ATTENUATIONOARDTO BATT INSULATION - 6' METAL STUDS AT 16" O.C. TO BOTTOM - SOUND ATTENUATION BATT FR PLYINDOD TO B/CEILING AT 25'-a}" - i" GYP BOARD B/CEILING GYPSUM BOARD, 6" ABOVE CLG, - CERAMIC TILE TO B/CLG.- - SOUND_ ATTENUATION BATT - i" OF DECK •ElY GYP. BOARD OVER PLYWOOD FROM + 413-WATER RESISTANT Tr1E BACKER BOARD - WATER RESISTANT TILE BACKER BOARD _ SOUND ATTENUATION BATT •PPS AT TILE, TO BOTTOM OF CLG. AT TILE. TO B/CLG. - 8"METAL STUDS AT 24" O-C- •P3AA 15'-9' TO B/CEILING AT 25'-4}' ••P3AL Q y - CERAMIC TILE TO BOTTOM OF CEILING - CERAMIC TILE TO BOTTOM OF CEILING - %" GYPSUM BOARD, 6" ABOVE CLG. - 3 %" METAL STUDS AT 76" 0/C -- CERAMIC TILE TO 8/CLG. -- 39.0 - 8"METAL STUDS TO BOTTOM OF DECK - 5/8"GYP- BOARD TO B/CEILING RFI-300 - 10" METAL STUDS AT 24" 0/C TO BOTTOM - SOUND ATTENUATION BATT - 3" GAP - %%" WATER RESISTANT TILE BACKER BOARD - 3-5/8" METAL STUDS AT 24" O.C. OF DECKING - 3 5/8" METAL STUDS AT 24" 0-C. TO 6" AT TILE, TO BOTTOM OF CEO. •P3AQ - 3§"WATER RESISTANT TILE BACKER BOARD •PDQ - SOUND ATTENUATION BATT INSULATION - SOUND ATTENUATION BATT AT TILE, TO BOTTOM OF CLG. •P�f1. - 5/8" WATER RESISTANT BACKER BOARD A:0 4, IL NC - 3 9ii"' METAL STUDS AT 16" O.C. - i" WOOD PANELS BY FURNITURE VENDOR - 3-5/8" METAL STUDS AT 24" O.C. 05/8" WATER RESISTANT BACKER BOARD - - 8 0'". e•."• • 6 All IL G - SOUND ATTENUATION BATT TO 15'-9" Owner • _ - X13" GYPSUM BOARD, 6" ABOVE CLG. - CERAMIC TILE TO BOTTOM OF CLG. TD BOTTOM OF CEILING TO/OTTOM OF CEILING - 5/8" GYP. BOARD TO BOTTOM OF CEILING - i"GYP BOARD TO 8/CEILING _ - 3 5/B"ME7A1 STUDS AT 24" O.C. TO - i" BLACK MEL LADDER PANEL 8Y JLR 6" METAL STUDS AT 76" O.C. TO BOTTOM SECOND FLOOR / BOTTOM OF DECK FURNITURE VENDOR TO 15'-9" *Elia - CERAMIC TILE TO 8 CLO. OF DECK - SOUND ATTENUATION BATT - 5/8" GYP. SHEATHING TO BOTTOM OF •P3aB / - Il" FR PLYWOOD TO B/CEILING AT 15'-9" - 36" GYPSUM BOARD, 6" ABOVE CLG. - SOUND ATTENUATION BATT DECK - 38" GYPSUM BOARD TO 8/DECKING - %" WATER RESISTANT TILE BACKER BOARD - 8" METAL STUDS TO BOTTOM OF DECK - 8"METAL STUDS AT 16" 0/C TO BOTTOM AT TILE, TO BOTTOM OF CLO. _ 5/8" GYP. BOARD TO 6" ABOVE CEILING •p3R -- CORRUGATED METAL PANEL TO UNDERSIDE - 6" METAL STUDS A7 76"O.C. TO BOTTOM GYPSUM SHEATHING TO B/CEILING OF DECKINGOF DECK ABOVE OF DECKING i" SOUND ATTENUATION BATT - 3 3k"" METAL STUDS AT 16" 0/C - 5/8" GYP. BOARD TO 6"ABOVE CEILING - A.C.M. METAL PANELS TO B/CEILING - SOUND ATTENUATION BATT •PIM - 3 5/8" METAL STUDS AT 24" O-C- TO - SOUND ATTENUATION BATT • - 12" SPACE - 5/8" GYP. BOARD TO TO BOTTOM OF / THIRD FLOOR BOTTOM OF DECK •- 5/8'" GYP. SHEATHING TO TOP OF WALL A. •P3AH • - 3 3b"" METAL STUDS AT 16" 0/C DECK - SOUND ATTENUATION BATT - A.C.M. METAL PANEL P3AC •PSE - 6" METAL STUDS AT 24" O.C. TO - 5/8" GYPSUM BOARD TO 6" ABOVE CEILING - i" GYP, BOARD TO B/CEILING SOUND ATTENUATION BATT REFER TO WALL SECTION 3/A4.3 FOR - 3i" METAL STUDS AT 24" O.C. TO 3g.' GYPSUM BOARD, 6" ABOVE CLG. 31s" WATER RESISTANT TILE BACKER BOARD BOTTOM OF DECK - 8" METAL STUDS AT 24" D.C. TO BOTTOM OF 6/ 3 %" METAL STUDS AT 24" 0/C TO 6" AT TILE, TO BOTTOM OF CLG- - SOUND ATTENUATION BATT •PPP ADDITIONAL INFORMATION DECK CEILING 720 NE Grand Ave. ABOVE CLG. - 5/8" GYP. BOARD TO 6" ABOVE CEILING - CERAMIC TILE TO BOTTOM OF CEILING - SOUND ATTENUATION BATT CERAMIC TILE TO BOTTOM OF CLC. •P3W - SOUND ATTENUATION BATT Portland,Oregon 97201 - SOUND ATTENUATION BATT - 5/8" WATER RESISTANT BACKER BOARD, - • - 5/8" GYPSUM BOARD TO BOTTOM OF DECK - i.. GYPSUM BOARD TO B/CEILING - 3"e' GYPSUM BOARD, 6" ABOVE CLG. •EX •P3N AT TILE, TO BOTTOM OF CEILING - 5/8' GYP. BOARD 70 BOTTOM OF DECK 6" METAL STUDS AT 76" O.C. TO BOTTOM P3AD - BACK PAINTED CLASS • - - 5/8" WATER RESISTANT BACKER BOARD, - CERAMIC TILE 70 BOTTOM OF CEILING - 6" METAL STUDS AT 16" 0-C OF DECK 5/8" GYPSUM BOARD TO BOTTOM OF AT TILE, TO BOTTOM OF CEILING - 5/8" WATER RESISTANT BACKER BOARD - SOUND ATTENUATION BATT - P3A( - 6" METAL STUDS AT 24" O.C. TO BOTTOM OF CEILING - 5/8" GYP. BOARD TO BOTTOM OF - 5/8" GYP. BOARD 70 BOTTOM OF DECK CEILING - BACK PAINTED GLASS -- - -- - SOUND ATTENUATION BATT - 3 5/8" METAL STUDS AT IS" O.C. TO CEILING •E. - 6" METAL STUDS AT 16" O.C. TO BOTTOM - i" GYP. BOARD TO B/CEILING BOTTOM OF DECK - OF DECK 5/8" WATER RESISTANT BACKER BOARD, 5/8" GYP. BOARD TO BOTTOM OF DECK - - 3r METAL STUDS AT 24" O.C. TO B/ AT TILE, TO BOTTOM OF CEILING - SOUND ATTENUATION BATT - 6" METAL STUDS AT 76" O.C. TO BOTTOM SOUND ATTENUATION BATT CEILING OF DECK Project: P3 Interior Partition - SOUND ATTENUATION BATT New Building a4.1 s •PP4d n A a I •f •ah, (TYPICAL UNLESS NOTED OTHERWISE) d - CONCRETE SLAB; SEE STRUCTURAL FOR - 58" GYPSUM BOARD TO BOTTOM OF - CONCRETE WALL PANEL, SEE ° ADDITIONAL INFORMATION: SEE FINISH PLAN STRUCTURE ' STRUCTURAL FOR THICKNESS AND ° FOR FLOOR FINISH - 4" 25 GA. METAL C-H STUDS AT 24" 0/C 1 d REINFORCING ° d - —— - SOUND ATTENUATION BATTS - 7" GYPSUM LINER PANEL - HAT CHANNEL AT O.C. A A °4 a 10125 SW Washington Sq Rd. 4 - CORRUGATED METAL PANELS a 4, •f18 Portland.Oregon SII, U415 System A. 1 HR Fire Retina •P (TYPICAL UNLESS NOTED OTHERWISE) - - ;#20 GA. W2-COMPOSITE DECK WITH 5 1/2" • TOTAL DEPTH CONCRETE; SEE STRUCTURAL CORRUGATED METAL PANELS •EU SINGLE-PLY ROOFING FOR ADDITIONAL INFORMATION; SEE FINISH •P46 -- i," HAT CHANNEL AT 24" O.C. —-- PLAN FOR FLOOR FINISH - CORRUGATED METAL PANEL - CONCRETE WALL PANEL, SEE J f-_��r - PROTECTION BOARD j"HAT CHANNEL C. STRUCTURAL FOR THICKNESS AND _ *RF*** - R-22 BATT INSULATION ON •F]C - MOISTURE BARRIER REINFORCING „_,---4000.61-620.61111148, STICK PINS - #20 GA. W3-COMPOSITE DECK WITH 6 1/2" • - STRUCTURE BOARD TO BOTTOM OF - CORRUGATED METAL PANELS 66"1116606111511011111000"2611FF MF �FF SCORRUGATED E 8 STRUCTMURAL DECK, J - TOTAL DEPTH CONCRETE SEE STRUCTURAL 4" 25 GA. METAL C H STUDS AT 24' 0/C *FF*■}R0* FOR ADDITIONAL FINISHINFORMATION: SEE FINISH Sheet Title - *■ .11��SSWREF*}*F**�*F •Rt,J SINGLE-PLY ROOFING ° 4° a PLAN FOR FLOOR FINISH SOUND ATTENUATION BATT$ /8\ ■o■.y■o■.'�t��f • - 1" GYPSUM LINER PANEL - PROTECTION BOARDWall, Floor }RRF *' /MF**>��51015oo �*}��F* - /2O GA. W3-COMPOSITE DECK WITH 6 1/2" - CORRUGATED METAL DECK, 6 TOTAL DEPTH CONCRETE; EPDXY WATER • /�, UL U415 System A L}iR Fre Rating SEE STRUCTURAL PROOF COATING AND 6-20 BATT INSULATION: and Roof /''\ Q d SEE STRUCTURAL FOR ADDITIONAL /,�, RFI-149 •EAC Y"` - 3b" GYPSUM BOARD TO BOTTOM OF OPENING RFI-149 Types 2}" C-H METAL STUDS AT 24' O.C. Q - #20 GA. W3-COMPOSITE DECK WITH 6 7/2" • - SOUND ATTENUATION BATT INSULATION TOTAL DEPTH CONCRETE AND R-20 BATT /' - 1' SHAFTLINER INSULATION; SEE STRUCTURAL FOR RFI-149 - 6" METAL STUDS AS REQUIRED FOR ELEVATOR a ADDITIONAL INFORMATION GEAR •E1E U - i" PLYWOOD L U415 System A, 1 HR Fire Ration4 /� ADDITIONAL INFCORMATIOFtE STRUCTURAL FOR 0�6 Revisions 11 34,761, a D H.116 T'MD Caymna PI•,Check RNprve a 13.1m216 & EIS Me 11, ROpmene S Stterml P4 FIRE RATED INTERIOR PARTITIONS P5 Concrete Tilt Wall Panels R1 Roof Matrix F1 FLOOR TYPES 7 119,98• D. 12343116 U5�.ma � 1 0 Ca 116 & IP ural 216 I'Calm. Ta Cals.:Nal Set 4 2e w„p,•e 9016 IS L6Namfte.116 &nmral N•,Re"t. Gams Ne•Mni H. 1234 1IE4 IS Q,Gm Semi Re.N,lge Dam,R,Istre 3 OLDEN DESS ,PC.2014,/NE RILR115 RESERVT� F THESE 0RNtN4 5 Alit THE .AND Ir 0e NOT DESIGN 9OPlP,PC,AND ME IN ANY I MANNER.EXCEPT NIM Tete PRIOR 6RITTEn PERMISSIONN a MILDRE1 DDESI61E CRD P,P.C. I Date: 23 September 2019 Drawn by: Checked by: .1 Y ERS/DCB/CLT WE51 Job Number: 116139 Sheet For Construction Set - August 2018 A0.5 Genera Notes Keynotes 0- 1. CONTRACTOR TO CONSTRUCT APPARATUS ACCESS :,1- PROPERTY LINE //�� i • " . ., - -• TTERS AT 25' INTERVALS ROADWAYS PRIOR TO DELIVERY OF COMBUSTIBLE MATERIALS 3 2. ELECTRICAL VAULT /"\ .8. 2 '-0" WIDEMOTORIZED SWINCIN GATE WITH KNOX BOX TO SITE- 3. JAGUAR/LAND ROVER CAR DEALERSHIP 0709-00 -. . •' IIEAILL Iunwvn� nr,ul✓a AND 48'-0" OUTSIDE 2. CONTRACTOR TO PROVIDE TEMPORARY ADDRESS SIGNAGE. 4. SECOND FLOOR OFFICES ABOVE ^ TURNING RADIUS MILDREN DESIGN GROUP,P.C. 3. MERRC (MOBILE EMERGENCY RESPONDER COVERAGE) 5. PARTS AND SERVICE WITH PARKING ABOVE 7-y` 20 4•- t- taUDiNC GAT&, W T,NOX BO - AUTOMATIC ARCFR'i£C UFIE • SPACE PLANNING THROUGH TVFAiR TO BE UTILIZED FOR BUILDING 6. COVERED OUTDOOR VEHICLE STORAGE r" GATE'r1Et'T A4IM F 2000 AND UL 31� .,...... 7650 S.W.Neveland,Suite 120 7. DISPLAY PAVILION 21 I S HYURAN I - __,Et dm 8. TRASH AND RECYCLE ENCLOSURE Tigard,Oregon 97223-$692 9. ACCESSIBLE CONNECTION TO SW WASHINGTON SQUARE ROAD 22.FDC LOCATION - SEE CIVIL Voice.503-244-0552 10_ SECURITY FENCE 23.4" HIGH SIGNAGE AT HOLLOW METAL DOOR STATING "FIRE Fax:503-244-0417 II. ADJACENT LOT EXISTING PARKING CONTROL ROOM" 12. STAMPED CONCRETE AT ACCESSIBLE ROUTE TO PUBLIC 24.4" HIGH SIGNAGE AT HOLLOW METAL DOOR STATING STREET AT DRIVE AISLE "ELECTRICAL ROOM" /� 13. KNOX BOX 25-24'-0" WIDE TRAFFIC ARM GATE / \ 14. FIRE APPARATUS ACCESS ROAD TO SUPPORT NOT LESS 26.BUS STOP THAN 12.500 LBS POINT LOAD AND 75,000 LBS LIVE LOAD. 27.BUILDING ADDRESS SIGNAGE 15. AERIAL FIRE APPARATUS ROAD 26' WIDE, 15-30 FEET FROM 28.....,0'-e" !I- ,- . BUILDING . "- An c .>`I 61,40 xw, IZED GATE 17 16. NO PARKING - FIRE LANE SIGNS - FOR ROADS 20-26' ON 0709-001 BOTH SIDES. FOR ROADS 26'-32' ON ONE SIDE. NOT REQUIRED FOR ROADS OVER 32' 17. PAINTED CURBS WITH "NO PARKING FIRE LANE" PAINTED L-_,, - .r - - -Irit /I r rrr r n I W :41.4**4*% /- r r1/f! I Ir - W` FATAL3056 d0.LT L M LRc.1 7I � I 1r 1 fyr I I Ex18TNG -- S� \ ;/ OF `'°-‘),--." I ` 5,378 8F• I �- ` ^BANK ` \ J kw) r--- = "Is� `` `` L I_ J : �, 32',-3}" / Wilt S`. \' `r� I = ;, � - ' arm U It@ ' i " �---- I I if / fp '....______..01-1 4 2°0 i-n IIIII ''',, (10V S` _ '_ _ *�� 60J /. _ 4, - • to �Z4 �. _ ` _ I O 1i • I ' ( �` 1 Owner. - A / ' • 9 w • EA/G Ib\r • I @NEER JLR 21'-91 3 r t. I I. ■ • '� - %4 ` Z_ 29'_4>E" I. r 'I 1. r �1 - !•• 720 NE Grand Ave. • 1�'� ( Shy; E ! ��' Portland,Oregon 97201 \� _ ■ I 1.. i0 • 14 t. ,,rte w� A i5 ■ I EXISTING] rrr = `,� ,- i I RESTAURANT i 54.°0' SEE SHEET Al-2 Z. - �� y �® 7.477 S.F.MA TCHLINE Ain. r! �A SEE SHEET A1.3 -� -t. - -..�..". • i'-�. © i ® _ It rr OI ms�s•.__ 5 • •'gyp �� / • O Pro,lect, @ � -&- �r-�'�'--"" ��'ID `r o` New Building ti wi IIIIt . 1 iif CC°t. � 0709-001I , LIJ 10125 SW Washington Sq Rd. Portlad.Oregon At it,c:: til*i Cb V CO ® 7.1:: ♦ --,o" !! . i .103400;p° 0) Overall �, aitrittript......."/' ♦♦ ♦ ! tie• Fire and Life @ © � ' ``� ��,�x j4 ♦♦ ♦♦ 0 •.:: m Safety �_ `i� ! ♦ i11 ' ', Site Plan 411v iris"; 1, -,:or.... O �� , !! ♦ !! r►� .ter it.* ,,w� rrI, w' Revisiorm %reik, !/ # 1. 11 Mao, 2 251AyAA //r04 l- • ,�� „ x 1 WEECren Pwo cea , I y Ap `� �. '4 a 151In1w,'m LASE June all '0ti T cq �i = ---_-.• I�♦ �._� E g�7�I8 11,�r�I6 �� `- R oeFS a . t" _� 1 7. 1E14 AIR t L9 Aura 201E r ^� / // , A a 1/ ,/ COT Cann o Fa Rn""I Sit � /C6/ G709-001 f 2rwwlnRe C l..a.n«�19 es<., ,m vi.,rt,.,,. ��an�. ae l JJ Revenant 0 r/ /I 1 I J ! r-- B N90115 DESIGN GROUP,Pt 20:9.Pa ; 0 Overall Fire and Life Safety Site Plan THESEIt.TS RAIHCD® THESE![AMBOS ARE THE PR AMP*EOF EDT 01E.DE IGH150 GOR RE P.C.. AMI C. 0 20 a: Nor ro-ec usm oa RFPauoIlaD w ANr MER8115 EAGLET'MIH TNF SIGN CROUP.P } Date 12 March 2019 lDrawn by: Checked by: DCB/CLT WEM Job Number: 116139 Sheet For Construction Set - August 2018 A1.1 Keynotes C- I. PROPERTY LINE 19/41.7 -41.4wwwon''''''''..-- 2. ELECTRICAL VAULT 13. PAINTED CURBS WITH "NO PARKING FIRE LANE" PAINTED 3. PROPERTY LINE TO SE VACATED/CONSOLIDATED WITH 1" STROKE WITH 6" HIGH LETTERS AT 25' 4. PARTS AND SERVICE WITH PARKING ABOVE INTERVALS MILDREN DESIGN GROUP,P.C. 5. TRASH AND RECYCLE ENCLOSURE, SEE DETAIL I/AI.8 • 14. KEY DROP PEDESTAL, SEE DETAIL 12/A1.8 ARCHITECTURE • SPAcF PLANNING 5. CHAIN LINK SECURITY FENCE. SEE DETAIL 17/A1-8 15. 28'-0" INSIDE TURNING RADIUS AND 48'-0" OUTSIDE 7650 S.W.Beveland,Suite 120 7. SIGNAGE TURNING RADIUS Tigard,Oregon 97223-8692 S. REMOTE OIL LOAD BOXES (2) TOTAL 16. FIRE HYDRANT - SEE CIVIL Voice 503-244-0552 9. EXISTING PARKING 17. 4" HIGH SIGNAGE AT HOLLOW METAL DOOR STATING Fax:503-244-0417 i0. FIRE APPARATUS ACCESS ROAD 70 SUPPORT NOT LESS "ELECTRICAL ROOM" THAN 12,500 LBS POINT LOAD AND 75,000 LBS LIVE 18. REMOVE EXISTING PAVING LOAD. 19. LANDSCAPE AREA II. AERIAL FIRE APPARATUS ROAD 26' WIDE, 15-30 FEET 20.CLEAR VISION AREA AT ENTRY DRIVE FROM BUILDING 21. ACCESSIBLE ROUTE TO SW WASHINGTON SQUARE ROAD 12. NO PARKING - FIRE LANE SIGNS - FOR ROADS 20-26' 22.ORNAMENTAL IRON SECURITY FENCE, SEE DETAIL 15/A1.8 ON BOTH SIDES. FOR ROADS 26'-32' ON ONE SID£. 23.ASPHALT CONCRETE PAVING NOT REQUIRED FOR ROADS OVER 32' - SEE DETAIL 24.CONCRETE SIDEWALK - SEE DETAIL 9/41.7 25-SIDEWALK FLUSH WITH 6" CURB - SEE DETAIL 7/A1.7 26, 4" HFGH SIGNAGE AT HOLLOW METAL DOOR STATING "FIRE ��- -_ -- �J / i CONTROL ROOM" `f �'� •�-• 1\ •__i_ _j _ • - ' .--:...-±=7'____ _ > Jr 27.SIDEWALK RAMP - SEE DETAIL 10/A1.7 \ �,,� /' R 07 `AI r�:r IAD FON CO<o VAFI - \ \ L . -----N -I/:, • 4tOD 1114,, , _ • cross \ \ 1 ./' : ../ / 7J i /,,1 -\ - mi„, T I E. R. -4 IJP \ ------------------ \ eI 4'OF al I� \ it 1 I I - , \ \^ L \ • �I •I \ I • r- -J A 1 1 I 1 111 / �/ V Owner. t_ I I I �� '�SiyjN \ L,....440, JLR 20.0'. i - © �, _ '.. S4�/ 32'�3}" r / / -2��\ OqO \ \ ___ 720 NE Grand Ave. r - r- __ _. , I J I _ _ "--,, \ Portland,Oregon 97241 --.-, 1 [ 1 / -_„,,, RFt-5 ® -I•� I� 'T ` . \` \`�� Project: 2 m ® f \`_. New Building r-7TF-11_Q4'. 6 .1 1 1 ) I I I - i _ _ --„,„....j, .. ---......_. , '/r Gni v 22 1+ II ' -1-31 !' 1� O I 9® I + \` :-)11- 9 ' 30425 SW Washington Sq Rd. 1 (... Pri tO `"� \ n I•. Portland,Oregon - .. ., 15. / IPA c, 1 �_-, _ �I �� ° 1 n N ��‘ I - • ` -1{ �1 VW I'� _ 1 RAMP I ° I a 1 '4�' ``,, '/It��3� C ° Q °I a �� r . 'E 21'-9 „ ° " - _ ' " -- - s... ,_ ' Enlarged ... `I g' 0 w _� Site Pian s'-4�» North - -- _ r-7 I- LJ • A�t O7 J i I 1 _,,_ _�.....1 I. ® I o \ I 0 ________Th l 8 * - . ir H „ 55 6,_C.. \ -\ ''' l/, Rcvtst«sr 1 '8 .•em Its-G _'8'-44" \ Y_ ' / Pro �,.�. o acro I . - - - s F- \ 1 I. ul,M wu e awr lle • _ __ ® J S/( a la.n.,ea�ie a le n..ala / C .vF7t a c�3abn�le ® - _ �\\ O �,�V ..., ® y cases. . aoor e r, r_ / ® ••i• + y - OWTCmmma2)16 11.,.......19- r[nrnnmY J - A 24A,prt AU 10. IO Maarbc 2116 .. / $,nw.kVY,ikv CmuY Pommel L O 7 • ' FC$TAUFiMff "1P 47A. I t �n f it 7,477 B F. Gsatr.. �. I r-` �r � 7 _ I -PTT-i f I , 4r=c1....40„... :ic) :0'' t, 4] rn I ,____ I �' / . \ MATCNLINE �I it �••/-••4', '' >� I .16X15°ESEAtllD�..••P.G..x018 M.L Site Plan - North ,,�� 7�� '°° / Enlarged 1 A ` /� I}kII III ,Illg CFAa11 ED K'M PMO")rmm. �� _ ... I 4' � \` 1_,.. �.�, /,..0// / \ I I I I �/ 1 1� �YO.OflE/1G110W./PFVROIX.�O W X11 1I? 2C ,IJ \ T Or MOANER.EcCEPT MN'E PRIOR MUTER ,E.. S,.0,MLO,✓EM OMR,GROUP.P,C. } Date 17 August 2018 11 Drawn by: Checked by: 1DCB/CLT WEM Job Number: 116139 Sheet For Construction Set - August 2018 A1.2 Keynotes C-' liq I, PROPERTY LINE WHITE WITH 1" STROKE WITH 6" HIGH LETTERS AT 25'2. CMU FENCE, SKIM COAT AND PAINT - SEE LANDSCAPE FOR INTERVALS EVERGREEN SCREENING, SEE DETAIL 14/A1,8 24,28'-0" INSIDE TURNING RADIUS AND 48'-O" OUTSIDE ." 3, JAGUAR/LAND ROVER CAR DEALERSHIP Q TURNING RADIUS MILDREN DESIGN GROUP,P.C. 4. SECOND FLOOR OFFICES ABOVE 25.44'-0" WIDE SLIDING GATE WITH KNOX BOX; AUTOMATIC ARCHITECTURE • 5PAc8 FIANNENG 5. PARTS AND SERVICE WITH PARKING ABOVE GATE TO MEET ASTM F2000 AND UL 325 7650 S.W.Beveland,Suite 120 6. GAS METER LOCATION 26.FIRE HYDRANT - SEE CIVIL Tigard,Oregon 97223-9692 7. DISPLAY PAVILION 27.FEC LOCATION - SEE CIVIL B. ACCESSIBLE CONNECTION TO SW WASHINGTON SQUARE ROAD 28.BOLLARD Voice 503-244-0552 9. IRON SECURITY FENCE, SEE DETAIL 15/Ate 29.REMOVE EXISTING PAVING Fax:503-244-0417 10. EXISTING SIDEWALK ALONG GREENBURG ROAD. 30.LANDSCAPE AREA 11, CONSTRUCT 12'-0" WIDE SIDEWALK ALONG GREENBURG ROAD 31. 110V QUAD OUTLET AT LIGHT POLE BASE - SEE DETAIL PER CITY OF TIGARD AND WASHINGTON COUNTY STANDARDS. 20/A1.7 SEPARATE PERMIT REQUIRED 32.WATER QUICK CONNECT AT LIGHT POLE BASE 12. EXISTING PARKING 33.10'-0" X 36'-0" LOADING ZONE 13. UNDERGROUND OVERHEAD FRANCHISE UTILITY LINES 34.UTILITY VAULT 14. STAMPED CONCRETE AT ACCESSIBLE ROUTE TO PUBLIC 35.PEDESTRIAN AND BICYCLE CIRCULATION AT PUBLIC WAY STREET Al'DRIVE AISLE 36.RETAINING WALL 15. CHAIN LINK SECURITY FENCING, SEE DETAIL 17/A1.8 37.PUBLIC SIDEWALK EASEMENT 16. APPROVED VEHICLE DISPLAY AREA 38-ASPHALT CONCRETE PAVING " F ter:: I 17. APPROVED VEHICLE DISPLAY WALL 39.SCORED CONCRETE L i ' ..`��/ / Q 18. STAMPED CONCRETE AT APPROVED VEHICLE DISPLAY 40.WALL MOUNTED BIKE RACKS - 13 TOTAL - SPACE BIKE ® - - /Y,- 19. KEY PAD RACKS 2'-6" 0/C AND MAINTAIN 6' CLEARANCE AT BIKE -,...,,,....."..Fe ' CO 20.FIRE APPARATUS ACCESS ROAD TO SUPPORT NOT LESS THAN RACK FROM WALL. SEE DETAIL 13/A1.7 _.%--- ..-- 1 O-el. / 1' 12.500 LBS POINT LOAD AND 75,000 LBS LIVE LOAD. 41. LOCATION OF RELOCATED UTILITY POLE t � 7-,� ,8 '" 21. AERIAL FIRE APPARATUS ROAD 26' WIDE, 15-30 FEET FROM 42-CAR WASH WITH CMU STRUCTURE - 1 L I77 'V • "- BUILDING 43.EXISTING UTILITY POLE TO REMAIN, PROTECT DURINGC � - \ / I `4 , / 22.NOPARKING - FIRELANESIGNS - FORROADS20-26' ONCONSTRUCTION. INSIALL STREET LIGHT FIXTURE ON '. .:::: _■■■■■ 1 h / 80THSIDES. FORROADS2fi'-32" ONONESIDE. NOT EXISTINGPOLE. �Sf�� If� �" -xe - MATCHLINEREQUIRED FOR ROADS OVER 32', SEE DETAIL 19/A1.7 44-RELOCATE UTILITY POLE TO NORTH- CONTRACTOR TO 3056_ 1 � '= - �� _-- COORDINATE WITH FRANCHISE UTILITY PROVIDER. INSTALL23.PAINT CURBS RED WITH "NO PARKING FIRE LANE"PAINTED w tt E. , - TtY ♦ �r'P_ �� ^ STREET LIGHT FIXTURE. I I4 /.cp �1 / , # �. w ® 45. RETAINING WALL, SEE DETAIL 13/.7.8 1`� �R �� 1� �j�• ' l1�rD �1�21 .+..�1Q4fi.T/WALL 70 ALIGN WITH BOTTOM OE REVEAL AT BUILING120 w., rt f =��,�,� ` Af (� :_;:;' 47.TRAFFIC LOOPL VV�>ti� Q48.CONDUIT FOR FUTURE LEVEL 3 EV CHARGER-..-L,-1!../ ' 4711, 22'-7 " �.y II 1/��1�1 {I%Aq v1 O" T%►. r/IC 20 *0-04/4 • &hi.. p4,4 . ,,i-ir„likii,„ . MMI - -M, . x.41- is ® \R _:::C$47:1-!.i.::::11:-:::;i:11-::::::,,1 - -r . 0 1°. r Allek A . :I) ..„..... .. RFl-294 ,?>� /1/� V�� 'JNr! r 1 3,iflort••.II•giV ;_ G7 001 i,D =\, RFI©.0 ''!r• a 1` IIt 1� ' ' ' G709-402 ri-7, 40..., 1 1 I - --- It� . 400 � ' It �=" MOc, ap 44ini\• tV - t.+• �1•• C ��iOwner: 1111 . H,.•.....•} - Eg \IJw111R,i,11� ® 1.f 1�fa �'par..0.;:411hp -",..,i---.....-..-A,.:,,,...a.„,..:-Or- `044.4. 1 ;7 / \ , --App. Q2 ' r- INlllllli \ / � `,\ ` Np / J/ rr®® .'�I - ♦ // ` \ �� \A � �� :F1-ip,294 ......."4: •. n " rr 3544- „, -- I A c, yl ."_� ` \ '44 \ �� / ® \_ .. 2 ' �'1 720 NE Grand Ave. f • __ Ng / \ \s r .. / 1 rr ' Portland Oregon 97201 4111P T.,.,..' . / ?....... . 1. --- 1 ...,, -.'-'• I III/41 I I Ilrillit-1 I 9 I Fil I I I IV '---: ..--•-., i 1 4WAr - ' 4,,,, / ; ; / _�� '- of �� 0� r =� 1i Project: • j 4_�+s#...../.k...,„...„.....Ap fit /klipp, /' v /., �, . ,,/oill' QD GQ, /�'��` kti QNew Building . 'w.* , ** WI 411111:11,110-111,41144841 . / i, ---- r • 4,6•** ,. ,.../ IIP.4*---4s- --if. ,./ .044piztp-* 41,2,. - -,, , / A, / -., --, 11111 ,D, .., '' I /' A.,111p4A,-.I - -,,'lit 14114,41411. SW*.dirratil*Iiikoili 00 17/ / / y / - 1 10125 SW Washington Sq Rd. RF!/94 �ItCD ,�`0/�'V �r '� / �`_" // ,, , , it ...---79 `� 24, O %,� �!:,... �. •si / . . �O' , t rt and Oregon ill 0.71 -7i" �� a / A. / may'. / � 18= � Sheet Title O. ._,4061/h..,.. ... / F� / ® .• o ■ Enlarged / r� �. :- / �; � Site Plan :141'114.411. ► m , )111:141.:(,....::::::4:41:( '** ;� it■ * 13 -- 1 South rr♦ /o �k� ./ � R Revtsiolls ` k, �� ,1 G709-O02 ' •, n! lMVO coh.az Pin Orr 229emed. 16 'v //\� '� k- © �.� AW C) 3 rvrR n C.s�„W �/ \ �� S 9.42216 E !2-N1,20:11 y a 0709-001 t cws� Doo ce ea 4V [II / r. . 1E F,4 WIe eE 9A. a,8 J /C �, ' LI. 3S6Wd,9119 :2 may -. ,pg�P ' General Remus frraa[Prrerre �/� �I �.�- tl v/v/ I ---- 1 1 \ r } r 1 Enlarged Site Plan - South 11 _° A My , NESE Ce,SI i ME,.F M[CPERTr or �� / pig TO BE USED IN P14P ESIGN C B,.IT 0 30 20 40 / cExYls.lcw a MORIN oE61v+CROUP Pc. MANNER.EXCEPT MTH NE MCA'Min TEN I Date 19 September 2019 Drawn by: Checked by: E DCB/CLT WEM Job Number 116139 Sheet For Construction Set - August 2018 A 1.3 Keynotes 0---'- hq AI. SCORED CONCRETE 18. WHEEL CHAIR ACCESSIBLE PARKING STALL, SIGNAGE, ACCESS 2. ASPHALT CONCRETE PAVING AISLE - SEE DETAIL I/A1,7 AND 5/A1.7 3. JAGUAR/LAND ROVER CAR DEALERSHIP 19. 26'-0" WIDE SWINGING GATE AND KNOX BOX 4. ALUMINUM/RUBBER WALK-OFF GRATE 20. FIRE APPARATUS ACCESS ROAD TO SUPPORT NOT LESS THAN MILDREN DESIGN GROUP,P.C. , 5- PARTS AND SERVICE WITH PARKING ABOVE 12,500 LBS POINT LOAD AND 75,000 LBS LIVE LOAD. ARCHITECTURE • SPACE PLANNING 6. BOLLARD, SEE DETAIL 77/.41.7 21. AERIAL FIRE APPARATUS ROAD 26' WIDE, 15--30 FEET FROM 7650 S.W.Beveland Suite 120 7. 42" X 42" X 6" CONCRETE PAD WITH PEDESTAL MOUNTED BUILDING Tigard,Oregon 97223-6692 MAILBOX, SEE DETAIL 11/A1.8 22.NO PARKING -- FIRE LANE SIGNS - FOR ROADS 20-26' ON Voice 503-244-0552 8. ACCESSIBLE CONNECTION TO SW WASHINGTON SQUARE ROAD BOTH SIDES. FOR ROADS 26'-32' ON ONE SIDE. NOT Fax:503-244-0417 9. ORNAMENTAL IRON SECURITY FENCE REQUIRED FOR ROADS OVER 32' ID WHEEL STOP, SEE DETAIL 14/A1.7 23.PAINTED CURBS WITH "NO PARKING FIRE LANE" PAINTED WITH 11. LANDSCAPE AREA 1' STROKE WITH 6" HIGH LETTERS AT 25' INTERVALS ---- 12. ALIGN SCORE JOINT WITH FACE OF BUILDING 24. 72" CONCRETE CURB - SEE DETAIL 6/41.7 O 13. BOX HEDGES - SEE LANDSCAPE 25.5" CONCRETE CURB - SEE DETAIL 6/.41.7 411) 14. STAMPED CONCRETE AT ACCESSIBLE ROUTE TO PUBLIC STREET 26.ALIGN SCORE JOINT WITH JOINT AT GLAZING AT DRIVE AISLE 27. ALIGN SCORE JOINT WITH EDGE OF OPENING AT 15 RESIN SET GRAVEL PER JLR STANDARDS. SEE DETAIL 16/.41.7 _t CHAMFER-GLAZING ..)) 16. ACCESSIBLE PARKING STALL, SIGNAGE, ACCESS AISLE - SEE IX- x-•••-• x- 28.LIGHT BOLLARD - SEE ELECTRICAL CONDUIT FOR FUTURE DC FAST EV CHARGE STATION PEDESTAL DETAIL 1/.41.7 A 29. 22 17. VAN ACCESSIBLE PARKING STALL, SIGNAGE, ACCESS AISLE "^""0 T � C /-!J .01 . r..,,,.® 111 A j SEE DETAIL 1/A1.7 AND 4/IA.7 3 ,7/1C1 •' • r..,,,. - _. x \ ii7-- 31. - �U µrrM RK tT 32.CONCRETE SIDEWALK TO PARKING STRUCTURE f0 / 34.EV PARKING SIGNAGE PER JLR STAT 2 q :5. SRAM O.CISNLR✓"I E-Ai CUSTOMER ARKING +\ G709-001 �5�` ARCS/ k W LT 3356 © � x r ® /� 4'OF �V } / 0 V <> (x-- x- x_ 0 S a d a LA 1 L s 0 a a Owner, ® I JLR 1 I a { a a 720 NE Grand Ave. ® a Portland,Oregon 97201 `&-__��-_ = ==c -a4...,=, 1 l'12..5....,_,L1',....._"_,..-............ `ice-." 0 Pi.„jet,: ® - New Building , '12 t / - Om -- - V - h 1 . If ' 1 ' 1 " 11 1 1 `I 1 1 6a" .26'-6" 28'-0" 4'-0' I, I 11!`ir 1 I 4.-0" 28.-o- 17'-8" 9Iareite Plan - Ramp Gate - � • • T _ _r , wnlnnSED -I I 1 , 1I6 r- 1 1 1 1 { I ®2.5 7 67099--001 fJ I' I • s. # , ! I { I I I I i I I -1-- ,I , ; ... - I. i I I .„..,f-..-.....: , F •• I I i I I I I• I• �I I I ' I \ I f 1 yY \ I ( I k II 1 I! 1 I I I/ \ /I I ' 1 ! 1 ! ' 1 1 1 1 1 ' 1 1 1 1 1 1 1-I-1i� 1 1 1 1 1 , ) 1 I 1 I Ill' ` '._L 1 1 1 10 " I F IF- I ' I1 l1II /1J , �1II ! \ 1 j \\ I fff� 1 f l l i I I l r ll h i I.I IllFEL I I , I I I I I I I 1 I I 1 I V I I E I �. f 1 1 I ! ) [ 1 1 1 1 1 0 II 1 1 , 1 1 1 1 1 ((fI i ! 1 i ! 1 1 A\V 1\ MI D I I I I I I I 111 I l I.-I_.L I I_._E. ,pir � ' i.�" I\ I l l 1i„ i- 1 f 1 1 I f I • • . -� , i 1 I ' -V I ' ✓. 1 1 I - Sheet Title II I 1 , I 1_ 1�y I I I I ,! _I I •Y ] I I. 1 I i i I r I I_ i .. II I 1 I i I I I 1' 1 • I 1 1 I' I i I l 'I 1 1 1 1 1 e 0 1 1 I I I • '® 1 1 1 1 1 1 IIS-T -- L �.. l I I ---� I f I ,��I i�� JJ 1. I .I I I I I I I_ I L_ �__(1�LJ1.__ Ff 1 1 1 1 ' 1 ' ! ' 1 1 1 ' ' 1 1 1 ' 1 i ' i 1 1 1 , I ' I I 11_I I_I (1 1_1-l-' 1 1 1. 1 1 I I 1' I I I ' 1 ' I I III ' 1 1 1 ' 1 ' I I I �I� , ' f ' I/-. `p` '.1 I I � 1 1 1 1 1 1 1 1 l 1 1 ' 1 1-P..��I I LO 1 1 I I I � jI Enlarged 1 11 1 1 11 1 I 1 I 1 1 I I_I � ' � ' � 1 � ' ll 11 11 I 1 1 1 1 1 1 1 I ' 1 ' 1 I� 1 ' I � 1 T I ' 1 ! 1 1 1 1 ' 1 1 1 1 i1 ' 1 II 1 1 1 1 1 , 1 1 I l i ' �1'1' 1 1 r ' � 1 1 ' I ' 1 1 I ' I ' I I I L I 1 L Crv,LL. 1 1, k I I , -1- 1 I I I I )I I J 1 IIs; �'I T I 1 I I I I I I i I I �),1 I �) 1 1 I I I I' ' ' + I 1 ! 1 .1.7 1 ��L I ! 1 I 11J I sF 1-4-1-''l, I 1 0 Site 11 1 I 1 1 I I 1 \ I 1 1 1 1 I U I 11 f I 1 1 ! I N 1 I I I 1 1 I 1 I f. -L-- __I -1___1 t.- 1 II l I I 1 I I I I I I I 1 1_ 1 1__I 1_ 1 I 1 I 1 1 I i_ 1 1 1 1 I 1 I I { 1 I I I 1 1 1 1 1 I I I ! 1 I 1 1 1 1 I I i 1 I I I ! 1f Plans 1 1 1 1 ! 1 1 I I I I I 1 I I 1 I I 1 I I , 3 I 1 I \. I i 1 1 1 I 1 I I I I. 1 1 I I �� •I I 1 IL 1 1 1 1 II 1 1 1 1 1 I I 1 1 1 1 1 I 1 1 1 I I ! 1 11 1 1 ! 1 1 1 1 r 1 1 I 1 f I I !I 1 1 I } I_ ] I I I I I 1 1 1 1 1 1 1 1 [ I.. I y_ 1 I I 1 1 I II 1 I I 1 I I I 1 1 I I L� {.). 1 t 1 1 h 1 1 1 I ! I 1 1 A I I I I L I 1 1 , r I 1 1 T 1_ I 1 1 I I I 1 I f I 1 1 I ! I 1 I 1 I I 1 I I i I I I I 4 Ill! ! I I I I I 1 )*,..,.I *.1 �� 1 , 1 1 1 I 1 1 1 I 171 I! I 1 I 1 I %. - -1 TIT] i I i 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 I I ; 1 I I I - -x__. ' 1 I i I L-f 1 1 I I I I I f 1 ' ,! -, \_ I I II 1 , 1 I i I I-1 � 1 1 1 , !. f- i,,i i , 1 1 [ 1 w , _ , I 1 1 I 1 1 1 i /I 1 ! 1 I ! I L--_-_I till.1 1 1 1I{F `k I V 1 1 1 �� n I ?1 4 �I 1 I 1 I 1 ! ifE 1 1-J-_ I/ FFF � v`J v,�.�w - - - iA as _ _ I - - . +` vim , �r _ w1/A� V I f I I ED�, `� --.� Revisions r I { i I I ,- J 1- II rrr KIla 2. a wr2ola `vJ i I I I L 1- _ _..- II f 1 1 11 //JIvwD CRwI,�,P Pw,a�xP II Ife-TAn I I I 1 I A..),,,_.- ,rl-n.X e 3 ISJ,n Yalea INJwr3lle w II ! I1I1 'a --__ _- { TWA Cmmen CW59 701 I v� - - -- - 1 I 1 I 1 I 1 I 1 I f f} W- I I S 6July 21IR 4 12.)..i,2516 '• {I{ I 1 1 I I \- CWS rmrrem Door care,mm. /1 II I I I T`jf T. IITna le 9. IR huq,et 2116 Fm Ennvutm Set _• __-- - ! SPUTAuR:IA 2118'In Ne,.P 'Gmrn Re,t 3J18 • ® eacm '`� ® CeaelL On as '..- Rel f0 --'YMf:h59VR1AC;., v 26 AWINNNINRIN, - rr-1--i ---- -- --- - - - - I�a--- :-i : r r = tia�avtarntiwfrrt 1 1 - . J,,:fnYYTRYNY = = I 1 x = • .,\___!_,_)m _ I a ✓' WILDE:E - _ r F - 1 RIGHTS D R P,P.C..2019,NIL ____ I - -- •-•• � MILD E N DESIGN R ARE THE ,ANDA OF NLLOREN CESICT.CROUP,P.C.. •R[ 0 • __ __ - ej-rPERNIISSTON OF MILOREN DESIGN GROUP.P.C. MANNER.EXCEPT NMN TRE PPIC WRITTEN 1 Date 4 March 201 S i c- - ��•',�7ff7 - " Yli S1,7l,.Y 1111 fG„"a�`fi ' dT, j _ - 11 Drawn by; Checked by: - �, = DCB/CLT WEM Job Number; 116139 Enlarged Site Plan - Main Entrance Sheet 411 r 1.4 For Construction Set - August 2018 A1.4 Keynotes Q��. 1. SCORED CONCRETE hj.,,mh . 2. ASPHALT CONCRETE PAVING 3. DISPLAY PAVILION 4. CONCRETE WALL/FFNCE PANEL WITH ACM AT EAST SIDE SIDE MILDREN DESIGN GROUP,P.C. OF WALL A71> 9USE • SPACE PLANNING 5. BENCH 7650 SW.Beveland,Suite 120 6. COVERED OUTDOOR VEHICLE STORAGE/DEONSTRATOR - VEHICLES Tigard,Oregon 97223-8692 E i- --- T _-. Voice:503-294-0552 7. STAMPED CONCRETE, RANDOM STRETCHER PATTERN - • _ S. LIGHT BOLLARD, SEE ELECTRICAL Fax:503-244-0417 - 9. ORNAMENTAL IRON SECURITY FENCE �: 5 i0. WHEEL STOP. SEE DETAIL 14/A1,7 s''i _ � 11, LANDSCAPE AREA I _ 12. ALIGN SCORE JOINT WITH FACE OF BUILDING I I 13. SOX HEDGES - SEE LANDSCAPE E I t L°1 r� I X11 - 1 14. BOLLARD - SEE DETAIL 17/A1.7 It$"''J'I 15. ALIGN SCORE JOINT WITH OVERHEAD DOOR OPENING _ ,6. ALIGN SCORE JOINT WITH FACE OF CURB Q 17. ALIGN EDGE OF CONCRETE P g 1S. A,C.M. WRAPPED STEEL COLUMN fI 19. 20'-0" WIDE SWINGING GATE AND KNOX BOX ' ' [„-,J © 20.5'-0" WIDE SWINGING GATE, SEE DETAIL 10/A,.$ -II Q21. T/WALL TO ALIGN WITH BOTTOM OF REVEAL AT BUILDING 1 22.LEVEL 2 CHARGING STATION PEDESTAL MOUNT I \ G709-OOt ISI CP ARCS/ I! u1I11111'1I1q 1�1�1.1i1�l IiviatIII1�I1I1II IIIIII1I1=ii w1 E. 1 Ads 3056 7^] �• �, thhimibbiddibbiti9PPPPPIPPPPPP 111111111111111111111 rR��n��L ;i11111111111111111111111111111#1111111z OF *) :I IIII1III1I1III1I1I1I111111Iiii 11111111111111111111 Ij 111111111111111111111#111#I0111111!1111111111illllllll ;i 1ll1lll111l1#111lI 111 1111111111111111111111 j111111111 I � -- �-� -- � 11 ! 111111111111111111111 :': . ;� 1111111111;1111111111111111111111111111#1#1111111!1111111I �+ 111111 # 11111itlllllillllill I : �' 1111111111111100110011144101#1111000001.1111 111111lIIti1111111 ` 'I # 11111111 i1'I1i11111111110111 # 1111 ! L. I,111111111111111111111IIIC1IFII111I1111IIIII111 IIIIIII111 " r 1111111111111 lill!Ill1!111i110i111111111111'11111;11111j : �1 f r --' -111.12111.1.111.1•111gM•11t1111111111111�1 1a1�1�1i1 `ii : owner: x, 111#1#111111111111111111111itaimi11111111111111111111111 JLR 11111111111111111111111111111111111111111l1111111111111i ''I1111#111!1#11III1111111111111111l11111111111111111111111 : d 111111111111111 [ 11111 # 11111 ! . T; 1l111l111111111111111111111EjljlAl j1j111jljljljljljljlj i 127 i ' IL 720 NE Grand Ave. r. I - - 1 IIIIIIIIF11i11IIII Portland,Oregon 97201 3 ;�;i;�lilf;il`;� i -_ -° i ! ! 1 ! 1 ! ! 11 - 1. 1111111 !1!!1!!1!!!11111111111 1 1 b I `-Lfi I•-1 1 1 1 1 1 1 ! 1 1 1 1 1 1 ! t 1 • =- _ __=�'- --- ' r 1 1 1 1 1 1 1 1 1 I I I I I I ■=�'� '+ _' ; 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1-1-1-1-11 _ ,-- -I! til PProject: L, 1 111111111111111111111111111F11!4 1...7.--■--- �•1�1: 4 1 11 1 1 1 1 1 1 1 1 1 III I 1 ! ■- I. . .'1 1- 00 New Building r 1 11111l1 ! l1111E11 !u:u:I: :u 111 ! o1 mIlmr _E ---- '.11LJ I.&.l 11"1=11i'IJ1I.LJ.`'ll1Ci111i1`i+1`1 I LJ111 1' -------._ _ __ -.,/ �. ' 111I111111�i111llilili#iUi111iiiii!lii�lilili111111! 1; jI _ I 1111111111111111111111 # 11 # #: r 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i l l l l i l l l l l l l l i, 10125 SW Washington 59 Rd. 9-2� li" ;� 1. 1lI111111I111l11111l1l1l1lIFIIIIIIII1IiI111IIIlIIII1III1, OQPortland,Oregon17 Abe 4 . }D; 1 �I I 1111l1l1l1l1l11111111111l11ii1111111111111111111111111! I. ,�Vig �`- 1.:'.•• Mbliiihiiiill IIIIIIIII1jI!lllrllilllllllll111IIIIIIlilil! is .. 0 `© 0 r�, ai1llilililiiililililili#1111111#1111111 : .�� I 'I I IP : T -- , _, 11111t11111111i1111 ■ a 1 1 ! 1 1 1 1 1 1 1 1 I i , Sheet Tale: ' I EQ. �a. W E0. FD. 11110141011N11411114001111111100001110.110.1111llll /�, Enlarged 1111 G709-OD, 1 1.11"01:1 1 1 1 1 ! I I L*lily ,9F,-234 Site I , I �,.k m n • IllillilillIllili#IIIF !I!I1IIIIIAIIIIII I1 . I I - .•:.1111111111111I111111!1Li11111111111111111IIIIIIII ; Plans MI= a 111111l1 11111111111111 I Ilillllillllllllllllllllllilll W E0. Ea. 1j 'I- 1111111111lIltllll1111i1111 I inion� I D 1 !' 1111111111111!1111 � � � mr�l\1■ I I n �� _ '�\ 1 •-, .� • w AI-P-w R-+II-w ,1`114 l^1. • 1-rig ,...aa.w a w.r.w w-. r . A ! 1 1 1 1 1 1 ! 1 1111111111111111111 1 1 1 1 1 1 1 1 1 1 II O Revisor a © 11111111111111111111111 # ! # ! 111 111 1 1 1 1 1 1 1 1 ! 1 1 1 1 1 1 1 ! 1 1 1 1 1 1 1 1 1 1 1 2 , TVWD ZPY m�1Rgoa /� I l■l i■i l ! l 1``1 1 1■! l 1■■1 1 ! ! 1 1 1 1..1 1 l■■1 1■1 - C7®001 D �,111#i,G#��C�� T��■�T�■��-11T��h�T'S�T�*�'� �� ■;��1: 7■�T�■=Al TUFA cmaeti CAPS SueenmA /� 111 LI 11!■Illi■■ll I 1l111�111l1H111111111111111li111111111ti �.5r r ® -.411 IV , Illlllll_ IlIIIIIIIlbl11IIIIIIIIIIi1l1l1I11111IA „�m18 a ,9A21! 1 1 1 1 1 1 1 1 1 1 ! 1 1 1 1 1 1 t 1 1 1 i 1 1 H °°°Tn °��N=d • 1 . 11 # 1 ! ! 1lUNlilll11111111 Q 9NAmuguALL �1, a10nm]B ® ;11 11111111 ; 111111111.111111111111111111i111111III C IRdnev GeKAt C66)2 N Rr win ' 1111 1111 . 1 ! ! l11t ! ! 1 ! ! ! d 20 ;1 Iii (IIIIIII l - (IIIIIII r , IIIIIIl11llil1l1l111I11IN1 1. AsSY - D 111 i 11111111 II 1!11111 �., 1111111U•U1111111111111jh1 ' awvrmr:rJ w -_o ] '� ~' m m C�, , �l4 NAIL 1 Illlllll I: . 111111 IIIIIIIIIIF1111Iil1Ill11q!! _ O® _4II x r[; li • �. 1 1 I �w erxurxuu.E•a_ n a "�q� ' s _lrh5ui,:i:M1, " .4-., • • 1 11. 1 . 1, 1 1 1 1 ! 1 1 1 1 ! ! 1 I1 I 11 I1III 4 , , MI OPFM OE5[CN(POOR P,C i01Y 4 �:.i '� �! I I_ , _ �l _11,..,--:' 1 � ® I � :=1 11 AIp115 PESEPYEO® -__.,,, ,,.-.i{a r r r--r.r r i r r ..r r t I I MILD Muw�Ncs Aa[ P ImOPEPTr OP - r `� .fr+ _ .- _„.....,_. - 11 l Yl T TO PEslcn moue, •P c.Ano ARE 1 vrca.. I II not TO BE CYT OR PE HE FRJ o Pt TTE YAIWISS EXCEPT UDM(THE PRIOR OOT,P l - i III(111 •••� YI�NoI o�l� ,P,P�I III - I I /� © .-.- /• - M1,�::' P£PIel591u.' I � Al Date i 2 March 2019 1 } Drawn Uy: Checked Ely: DCB/CLT WEM 1 Enlarged Site Plan - Hold Over Entrance Job Number: 116139 1 g Enlarged Site Plan - Demonstrator Parking .� Enlarged Site Plan - Pavilion I sheet �1 15 v. 1.5 4� 1.5 - 0 2.5 5 i0 0 2.5 5 {] For Construction Set - August 2018 A 1.5 Q' Keynotes 1- AUTO PARKING/STORAGE PAVING - 2.5" AC PAVING OVER 8" BASE ROCK -i ® 2. TRACK/EMERGENCY VEHICLE ROUTE - 3.5" AC RAVING OVER 9"BASE ROCK MILDREN DESIGN GROUP,P.C. RFI-4a 3 7,;11CK/TRAMSPORT IXYD ;.0{'AYTNG OYER ♦" DACC ARGY rrxc LRer S"ACP I"LANNQJC. eFj 7650 S.W.Beveland,Suite 120 441 CONCRETE RAVING - 6"PCC WITH 6x6 W1.4xW1.4 '('lgard,Oregon 97223-9692 WWM OVER 4" BASE ROCK OVER 12" CEMENT AMENDED VoK 503-244-0552 BASE Fax:B03-244 0417 5. STAMPED CONCRETE/CONCRETE SIDEWALK AT DRIVE AISLE - 6"PCC WITH 6e6 W1.4>tW1.4 WWM OVER 4" BASE ROCK OVER 12" CEMENT AMENDED BASE 6. 4.ODOp 4" THICK CONCRETE SIDEWALK OVER 4" BASE ROCK OVER 12" CEMENT AMENDED BASE 7. CONSTRDCTION/CONTROL JOINTS PER 9/A1.7 General Notes 7. REFER TO GET - "L:'ORT FOR SUB-GRADE. BASE AND L PAVEMENT SECTIONS. -- W ` ,4, / rr3 3056 t? CrAWALf E Y f r1' ' (,.Ar�'flr� h• ............7 \\ yVr - ..................... ; , e --,,-_,:....,, \ fes_ ,_ �� w` �— \` �' ' U\711141"1" 41414...„„___.,,,,,,,I ....,__ ' _2.00oe L!� j ::YPIOCAL4 S ��60 • .tri.if/(-i--. .-1,--- 0 re,...r,.......--- - . f, I j ; Owner. • t r TYPICAL %% �`V�y�� JLR . . ... f�: 'IN ":; ) EER I. - ;'....." ..::ig.::::!.i;::i. III '; �7 O r - 0 .. 1 ft:'''''.: 1. 720 NE Grand Ave. mai •� '/J J ! ,' Portland.Oregon 97201 1 RESTAURANT :•TF:.•:: •:::•r.• e , 7.477 9F. it (S13; 11 ',©� ,tG . i•=�i•• tir perms ::?•,•,;? �eQ.g'� 1 Project: , . ''/ *'°fi?::}'?•..,_y,: r OS - wjj��' ter'•• :•,••'•,'•°:•,'••� rrr ,r ,*---;---0;y-g. �,/ : .A New Building C,■ �. �.• `..06-'--'1,..r IF 13 t ► �i , /% ` r �` r ��{rte/// r o ��T t ►/mgr Y , �,� �, .-tet♦ ♦o ::•y��///// �// ' .til N. •1 . / /� � �: !♦ •�' •tom /�/ 2,!I� iy; r•. °+`°,+�'"° �T� r ]0125 SW Washington Rd. =11 r � �� y ♦� •v /f!H ..,� ,;•.,�% Portland.Oregon _ � ♦ 1 �t .i-r i �► _ U 1 4 •gym•r..... „......"....Amlir ... . ylf III. •4..+P . •'..'v' A. ,•�, <• O i►'s4.11•171,. �••.♦r+ � i%•••• .,y;,..}::i�,. l?{.c r}�i•sy.�•, I 6']' Sheet Title; I. r /I I �.1l ;.:..0 '•. :ti 'O: :'.fT:;•.fir -11111111111111411/7P11!.all ai �l� r*•:::°4 ;f,,g.�:: �itir: �I11 Paving Q UI/� . lIrbr�i1� .d E::;.•} .. r.:.:..:.+:: � c:.:• te- s Plan NZ 0 ••P♦ ♦4j/ �`41717 III' ` / r,: •.:•• % it -e r+ �� ` r � �- /� ,.: �� •�ti;::S•';.•:+: foe yv:}•:g•+::r j/ •'4 atm si, lit • .."17411::. .....4"' -•;tr 'Q f.� f •:•w:: a::•?iv Lti;T.: ee:9¢ '••r.'r v• ;er 1y�y �+�! �`ii - � ,..��••;•. .; ; '}'ci'v":3,� mss:°'�c: .a°. °`� a '::� h� Revisianx talir 4' 1 A .'......%.:.:-:::'•=4:::::;:n:::•;::::.:,......5*..1.1:K:M:e:::::i.Kt:::ii:ifilaK,Alir. lig TO l --.4Y -1 �� f •.}�o d- ::W�sw�ds �-0�.r:6Lofi:C'' "•,: �, e CVISGranhhah `� ;.; }.Sv•''+'•rr4 s's��P -.. •3 r•':: 1a `441 1, it wr ale z zs wrinle L �:�1 •�,.•lr:V:y+'� %.tA,•:!7•Tt •e�:,pr.;v• t rw � .rr: s��+° ohPaio•, ap'�.,.1•�C'"riA ilo oc . P:ao xxePa� f�/C T`Gl ® ��. �•�,.•, :-'��'8Cag ?:'��.kg,.+:a•' C; :e iy;�ivf ' * / nvx c.elB i •n,tyS.•Cyry yy[:}.: ►■ s 3 w ai,a a Izh a�,e ,qkir �- �Q in yr ,ad j e Wie a langwala �$,•$¢% tU r / j oorfr cEr:n rn corauuzm as 2])J //:� !! P. xAsle ana meemle U ,.., u� R[rw Genal Aem'a �� Il. ll�S ~-� Gen.l rn 1 , } If I 1 r— 1 -m s 3 paving Plan � a GP0.P.PG.p,9�. PN IS PESER.EO lip Y:rtSE IA.IN°5 APE T�PP°P[Pli Cf I P➢Rv.Vfsta lA,P c Ab rJE 0 20 a Po,ro ee°sEa l lrtr.wu�v m aPr Ar..p.CXC6,M,N,rf Pell�PrtEx PfRIAtSR°rl?IRliglE}I eE9Q1 GRGUP P.C. Date l2 March 2019 Drawn by: Checked by: pC6/CLT M Job Number. 116139 Sheet For Construction Set - August 2018 A1.6 2'-0 I 6" 1'-0" 6" fi" I'-0" 6• r 6' 1'-D' 6" 3 ''• �/ I I' 155 2x2 SUPPORT, 1; -HSS 2x2 SUPPORT, �I' r A( HS5 2x2 SUPPORT, PAINTED PXYZ = I .• _ - PAINTED PXYZ ,7 I fir, PAINTED PXYZ A1.7 • • ;'''''.° r _ --- •."�r ACCESSIBLE PARKING SIGN, 'I -ACCESSIBLE PARKING SIGN, II I ACCESSIBLE PARKING SIGN, • P I 0007 SIGN DESIGN NO. R7-S P ' COOT SIGN DESIGN NO. R7-8 PA 000T SIGN DESIGN NO. R7-t . i m M DESIGN GRouP,P.C. 21 I / ! I FJ - 6. , _- - 16. AK[.7-1P7ELT1117.6 • SPACE PLANNING 7Tig S.W.BeVelnci,Sullc 12{1 `\ 6' 7" m---- HSS 2x2 SUPPORT, HSS 2x2 SUPPORT, HSS 202 SUPPORT, Tigard,Oregon 87223-8642 / 18 PAINTED PXYZ PAINTED PXYZ JI _ _ PAINTED PXYZ l BLUE RETRO-REFLECTIVE I, �� =,-�17�_ VDice 503-244-0552 ,-,- /ACCESSIBLE SIGNAGE , ® / - FaGS0.3-244 0417 PER STATE / PAINT BACKGROUND ,I��' 4 REQUIREMENTS , CONCRETE RAMP FLUSH .1i ( I ►/iI\ WITH ASPHALT m 4" 1'-0' 4" m ml m 4--- ( � _ I 1 VAN ACCESSIBLE SIGN, I 'HEEL CHAIR ONLY SIGN, "PAINT 5TRIPE WHEEL STOP - WHERE 7" iii 'D COOT SIGN DESIGN NO. '° MOT SIGN DESIGN NG. REQUIRED, 72/A1.6 . I•-6" R7-8P, WHERE REQUIRED I'-G• OR7-8e, WHERE REQUIRED 4' PAINT STRIPES AT z % i I5 r i L - ,1 3' WIDE 1YFIITE 7" 1- 1. 2'-0' 0/C TYPICAL 'n 1 RETRO-REFLECTIVE PAINT _ 2 z ACCESSIBLE SYMBOL, o N. STRIPE TYPICAL CI o ti o H- D - PAINTED PER STATE NOTES' 1 /� 1 z .'GS 2x3 POST, PAINTED PXYZ 1 = NSS 2x3 POST. PAINTED PXYZ 1 = / '155 203 POST, PAINTED PX1• REQUIREMENTS + 1. ALL ACCESSIBLE STRIPING ry `n !66• In o ;n 'n/ ;n 04 AND SIGNAGE TO COMPLY L I Q� / I © WITH ORDINANCE STATE ..e''' / •r ,,..,"--/-*" ~ /V I REQUIREMENTS. v // // MP?MP? 2. ACCESSIBLE SIGN TO BE o 9 72" CIA. CONCRETE 12"Di A. CONCRETE I 12" DIA. CONCRETE 30• T� MOUN7Eb TD 510E FOR 101111111 Zi_ VAN ACCESS LOCATIONS 6T\....-""\___.3._>\ / 11111117 j AND MAY BE CENTERED Q e ° 1 e I FOR STANDARD ACCESSIBLE\ • • ` ` \ SPACES. I 'I I /1'I I I xl II I I 41 ��,'Q(�� 3. BLUTE STRIPING PREFERRED ° I I I o I I I I C, I I I I � V BLUE BACKGROUND AND I I I I I l I I tis ,i _ BLUE PAINTED CURB 4" 10' ry it N OPTIONAL I II `� I I I III I I III I I I I II II I 365. ,}�•}� 6'-G" STD. TW. 4, MAXIMUM 2% SLOPE ALL LJ I !! u I LJ u I u E. ` R" TYPICAL 8'-0" AT VAN DIRECTIONS EXCEPT AT J J l . l 1 �7 ,. I L_c_ 411,ith '11.11 ACCESSIBLE LOCATIONS RAMPS 1 Accessible Parking Stall 2 Inter_national Accessible Symbol s Accessible Parking Signage Pier 4 Accessible Parking Signage Pier 5 Accessible Parking Signage Pier /4,OF „e4- 1.7 15b4w- r01 A1•7 1562 ° A1.7 15b3b•-rrJLR1 A1'7 1503b�JLR2Van Space A1.7 15b3b-OrJLR3 Wheelchair Space SEE SITE PLAN TOOLED . SEE CIVIL FOR PAVING SECTION EDGE "''�"''```\, SEE CIVIL FOR PAVING SECTION - - SEE CIVIL FOR PAVING SECTION AND BASE COURSE .2X CROSS SLOPE AND BASE COURSE AND BASE COURSE SLOPE TO FRONT - - - 4"CONCRETE SLAB WITH FACE OF 6" FACE OF 6" FACE or 1'-0" )�" "•'_sal - •, - , • • "' ' CONTROL JOINTS. SEE SITE CURB / A'SLOPE TO FRONT CURB W SLOPE TO FRONT CURB LL ! - �_• -�,s- �� PLAN FOR SCORING PATTERN Pi.. Rli • �' 4'CONCRETE SIDEWALK ' 4eyl 11.0., �" ' te'- '�� I 4"CRUSHED ROCK BASE/ .aa. IIIIIIni1l II�III�IIIIII= ID . �.- `D • ILIII SECTION BROOM FINISH TOOLED EDGE -IIIIII-11• ••=111111=1111 =111111=H•, 11111111 III=1 6• culla BEYOND BROOM FINISH •`? 11111=IIIIII' lila=_nilll= BASE COURSE lil€I=11111[ doll= b Him 81� BASE COURSE 1SEE SITE PLAN SEE 517E PLAN IIIDEIIIIIf • ^ III_= BASE COURSE d J i' PAVING SECTION ~ IIa11�11i1lIII'.• "'"IIIIII=II�I1 +1411111II11111'• •.!C- III}11�IIIIIIII• •• f OR CONCREET SLOPE 1:12 Mf,.. $111111 IIIIII 111111 • IIIIII_ ` •+i i •F+� +I 15,..••••••••••.,,..N.-= + +L - �I ..Te R., 1 { •III I W I O. ion_n31n=-un ,14 x� inn (III IIIIII 1111111111I1I1111(IIIIII I • - -. r++1 to / e e I 1/ e i I Iz"'I� Ii111-11111'111111_111111=111111_= lull-iiiI=111IIII11111I-IIB1 °p 'P+ f • -4/4/44444/44444441.•444.74, Owner: 121 I. CONCRETE TO HAVE A BREAKING OF 4000 PSI AFTER 28 DAYS T. CONCRETE TO HAVE A BREAKINGSTRENGTH OF 4000 PSI AFTER 28 DAYS 7. CONCRETE TO HAVE A BREAKING STRENGTH OF 4000 PS! AFTER 28 DAYS II 1•=111=1 I II 11�_�,�_{ I III=I `11-=1,111, ---._.,CRUSHEDROCKBASE UNDER JLR VOTE NOTE• NOTE: - 2. EXPANSION JOINTS TO BE PROVIDED: 2. EXPANSION JOINTS TO BE PROVIDED: 2. EXPANSION JOINTS TO BE PROVIDED: " , 1.-0" . SIDEWALK TYPICAL A. AT EACH POINT OF TANGENCY OF THE CURB A. AT EACH POINT OF TANGENCY OF THE CURB A. AT EACH POINT OF TANGENCY OF THE CURB B. AT EACH COLD JOINT B. AT EACH COLD JOINT B. AT EACH COLD JOINT C. AT EACH SIDE OF INLET STRUCTURES C. AT EACH SIDE OF INLET STRUCTURES C. AT EACH SIDE OF INLET STRUCTURES D. AT EACH END OF DRIVEWAYS D. AT EACH END OF DRIVEWAYS D. AT EACH END OF DRIVEWAYS E. AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET C AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET E. AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET 3. CONTRACTION JOINTS: 3. CONTRACTION JOINTS: 3. CONTRACTION JOINTS: 720 NE Grand Ave. A. SPACING TO BE NOT MORE THAN 15 FEET A. SPACING TO HE NOT MORE THAN 15 FEET A. SPACING TO BE NOT MORE THAN 15 FEET PLAN CONTROL JOINTS 9. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1J¢" B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1W B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1j¢' {TOOLED) Portland,Oregon 9720] 4. BASE ROCK TO BE 2' OR Jr COMPACTED TO 95% OF AASHTO T-99 AND SHALL 4. BASE ROCK TO BE 2" OR X. COMPACTED TO 95%OF AASHTO 7-99 AND SHALL 4. BASE ROCK TO BE 2" OR ii" COMPACTED TO 95%OF AASHTO T-99 AND SHALL NOTE: CONCRETE SHALL 8E 3006 BE TO SUBGRADE, STREET STRUCTURE, OR 4" IN DEPTH, WHICHEVER 15 GREATER BE TO SUBGRADE, STREET STRUCTURE, OR 4" IN DEPTH, WHICHEVER IS GREATER BE TO SUBGRADE, STREET STRUCTURE, OR 4" IN DEPTH, WHICHEVER IS GREATER PSI AT 28 DAYS. 6 SACK EXPANSION JOINT MIX, SLUMP: 7 1/2" TO 3" AT 20'-0" O.C. MAX. 6 6" Cast-in-Place Curb X716" Cast-in-Place Curb 012" Cast-in-Place Curb g Typical Sidewalk io Sidewalk Ramp 1'-0• LL 7'-0" 6. 1'-0'. no scale ._1'-O.' `1.7 1509-0 I 1 �%` 1 1 STAMPED CONCRETE A1.7 1509-6 1.7 115,19-c .1.7 15oi A1,7 Sat I I I I I ` CROSSWALKL - STRETCHER I I I I I / CROS ATTERN Project: I 1 1 I New Building I 1 1 4" CONCRETE SIDEWALK 1 I I I RAMP WITH TACTILE 1-O .19' x 3"FLAT BA 3750 3750 ROUND BAR I 1 I I 1 GROOVES y` AN PL I I I I I 6" CONCRETE CURB I I I I I • - ..�T 1 1_ I J .1 I 1 6' CONCRETE CURB LANDSCAPING 5 " 3i- I- ' iO FACE OF WAIL _ _ / 12' CONCRETE CURB { F, 10125 SW Washington Sq Rd. I RAMP WITH TACTILE 6250ROUND BAR GROOVES Portland,Oregon LANDSCAPING I3 'le {3� 3" % "0 1:::::',H 6'-0" PRECAST r J CONCRETE ANCHORS 0 CONCRETE WHEELSTCP " ASPHALT PARKING .� " i I I I I I II / N I I I I I f/ Ir o Shect Til le: //- 4' CONCRETE SIDEWALK I I I I I ( I I °0 I 1 1STAMPED CONCRETE 1 f in _ Site ( I I I i...r__________--- 1ICROSSWALK - STRETCHERali1ilii IBOND PATTERN i` I, I l a Details I 1 1 I I I 1'-7'' I • • I i I I 2 °" # I I I Hi 1 1 1 e'-0" CLR 2'-0" CLR 4 I I TV-0 Ir CENTER ON RACK iii 7/, SrOE ELEVATION FRONT ELEVATION _ S'-O• Mor. 1"CHAMFER Accessible Route Sidewalk 12 Accessible Route Sidewalk 13 Bicycle Rack - Hun#co "Stirrup" 14 Wheelstop $3 -I'-0" X"=''- '0 }_-•7'- - • 11 11 a LIGHT POLE BASE RevISIOOE A1.7 .r 1.7 i5e1B _.:127.2•3"-I'-°-"' 7'-0' -y, .090" ALUMINUM SIGN PLATE • 'II I . PLATE COVER I. aRywla z 1E la.pmla i"RESIN SET GRAVEL WALKWAY REDOUND MTH T WHITE RAND BORDER, II II \ TVRO�e '(LOPED TOPLIGHT POLE BASE PLATE a uCcnn. E 1e.x.ra�u RAKED ENAMEL, PER OSSC " �" a T+3n Cnm"nn cs sla,rw 4" CONCRETE SUBSTRATE • B ' NO APPENDIX 0 FIGURE 0103.8 rT II SUPPLY- MOUNT MEN, $ GJ�h 0110 a 1s.w.vE FIRE LANE SIGNS H II • -DUPLEXLOUTLET AND • 0.431,311. � wneno WITH LIGHT BROOM FINISH - �f/ PARKING AIr� i 1° ' IIII •II" 1'-6"ABOVE GRADE r. 1e.x,y ale aE mA,�y1x PROVIDEN 75 DAY T GRCURE VEL PRIOR \ SEE SITE PLAN '° PARKING CURB-1 •I oI ,\ II • ° wwaNnmsa WALKWAY e WHEEL STOP. _ II + FINISH GRADE - / \ - - STAINLESS STEEL METAL • SEE 14/A1.7 GROOVED TACTILE EIDE - , .° I� EDGE WARNING ' LANE !I `; I TOOLED EDGE I -▪ .1 \a ANCHOR BOLT CROSS SLOPE 2%MAX \\ AGGREGATE BASE, SEE - 4.0 STAINLESS STEEL SURFACE MOUNT QUICK GEO-TECH REPORT o • PIPE WITH GROUT FILL PAVING SECTION _ a CONNECT HOSE BIBB AND • 1V 'a OR CONCRETE �, , - SUPPLY- MOl1N7 MFM. 4'CONCRETE SIDEWALK WITHW LK a = :,:,,t,..: \v 1'-G" A84VE GRADELIGHT BROOM FINISH IjrI /67 r . • ^ALVANIZEO STEEL POST • 8VERT. WITH1/3II I \ m.f :•• I' • - _ _ • TIES AT 72. O.C. p° • I /.,/ .//. .,/, ••,/,‘„ o 1n a ..Laem u.Esrw M.P.v zone,ALL j FINISH GRADE /� \\y-k`....,••••\••••>•. \\,/ . Rw Tr 1 RAP ..•.•.• • ....•....• • y ra•r+-r;!#�j:r:•c•:_:c114' • • / /. .�i�r:i:i:i i;r:_i:i�r,70�=i r:r. s-r�-rir:0:v:r:��yr:0:�:r: - ' CRUSHED ROCK BASE UNDER • 4�' PVCP RIGIDLCONDUIT ROSE d1e•1e1cs ARE THE PRCPERTT ff - -� '^ -' I"-" 1- - --IIIEII=IIIIIISIDEWALK TYPICAL + TYPICAL �I i Y 12"DIA. CONCRETE Mrt»uT1�� •P4 xRo RRE IIIIf=11111=11111=11111-Illll loll 11 /11 1111 !1 �` . . • : ' �T.o�UM)�H OUR. I I WARM.ERCEPT MTh THE PRIOR memo a PE]IMEl9p of MUM 0[agl�10.r.RC. CONCRETE FOOTING g 1 ' I I,/ I Date: 17 August 2018 I Drawn by: Checked by: 4" o I' al _ 4 A. - -. DCBIDJA/CLT WEM E I I€ ,I SECTION I s'-a- J Job Number. 116139 La LJ J 2a Light Pole Base Sheet 16 Resin Set Walkway 17 Stainless Steel Bollard 18 Sidewalk Flush With Paving - with 19 "No Parking" Signage A1.7 %-= ID" - 1.7 T--'-° •t7 X“-=''-°' •t7 a o33 0-7-tae1ilegr0oves Tactile Warning Grooves A1,7 ii'1 For Construction Set August 2018 A 1.7 3'-0" CONTINUOUS x 4'-0" x 3'-0" x 3'-9" 4 1'-0"DEEP CONCRETE 1'_6 DEEP CONCRETE FOOTING '•tia TYP 2" 2" 2" MASONRY CAP FOOTING UNDER CMU 15'_115" AT HSS JAMB, TYP. • I - -1 '-EN •�••; WALL, TIP, GATE TO BE PINNED INTO _� EL PAVING SURFACE IN I `` I:N - a , II FULLY OPENED AND I' _ (2) #4 HORIZONTAL AT RAI 3x WITH FRAME SIDE ,^"F h1.-....---- TOP OF WALL AND 48" CLOSED POSITIONS USING RAILS H55 3x3x1(e TOP "a i■'a''"' ' " I • AN INDUSTRIAL LATCH A 0/C MILDREN DESIGN GROUP,P.C. ,.,- ..a a . I AND BOTTOM RAILS WITH I WITH DROP ROD, FULLY - MITERED CORNERS FULLY I` r \V• OPEN POSITION TO BE WELDED AND GROUND I O X #4 VERTICAL AT ENDS OF A� �Re • ��PLANNM 213�o a --- f PLATE 1x6x1'-1' -� • a WALL AND 24" 0/C WITH 760)5 W.Beveland,Suite 120 j L___J 120 DEGREES SMOOTH TYP. a1111111e ¢ 4 .r - 8"CMU WALL. HR-36 METAL PANEL A GROUT SOLID ir,i-�•%0'♦ HOOK INTO FOOT/NG, Tigard,Oregon 97223-8692 SCREWED TO THE ANGLE AT [ ALTERNATE SIDES. (2) GALVANIZED L3x3x14x4" EACH SIDE, 1 (2) GALVANIZED L3e3404", �1 I VERTICAL BAR TO BE Voice 503-244-0552 TOP AND BOTTOM FRAME - N ONE EACH SIDE OF HSS, o 3• 4• F - NIP EXPOSED ENDS OF I �� WI kt"!x434' EMBED THREADED ROD ` -3• CENTERED f NWALL Fax 5U3-244-4417 a -36, 20 GA, METAL WALL 4" FASTENERS 1 h WITH HIL TI 'HIT-HY 270' ADHESIVE WITH ki"!x414"EMBED vi SLOPE TO DRAIN, JI I GALVANIZED HSS 3�I6 • 7i7� THREADED ROD WITH HITLI w 5" CONCRETE SLAB WITH '�" 3x3xY4 FRAMEfD WITH HSS . .._ .. F~ _ � CE TERED IN SLABCH WAY ` TPANEL, BOTTOM OF FRAME AND RFI-107 4 'HIT-HY 70' ADHESIVE } 5x5xYa END POST W ♦ VERTICAL IN EACH / ",1Pj° n CANE BOLTS FOR EACH LEAF TYP i et •44.L #4 B" CMU. GROUT SOLID - II IV I Ufa + PAINTED �� CONCRETE FOOTING FOR CLOSED AND OPEN GALVANIZED HSS 3X3% �)¢ r_ 1.40 �+ CELL AT END OF WALL GATE FRAME _ _ I♦ 1 GALVANIZED HSS 5.5.Y, r POSITIONSi N H4. FINISH GRADE, SEE CIVIL t a �-"" 6" CONCRETE SLAB. U � �'" NJ H-36, 20 GA, METAL WALL -__ _- h li 1�19�►J11 END PO5T LOPE TO DRAIN / I - - r4 aal T/SLAB I+ L PANEL, PAINTED IN 2 �i 21'4 P GRIND AWAY GALVANIZING 1 At.B g • -___ , (2)HINGES EACH GATE, 'i AT SURFACES TOL BE 7 SLAB � `t I I ••'�\ 1 T/SLAB �� PAINT TO MATCH GATE ; WELDED o � F�_�_$.i a'• 1 I__PP I IJJi 1 1�111 f1 r 1�l�Ihl l l�l l I A T 48" 0/C " x 112` 2. } HSS 5x5xY4 JAMB, TYP, \, ! _ A I I-{IIII�I j_I I I-III-I l= r - 1 x 1 -3/16 v A CH'a2xBOLTS W[THED 2 PAIR 6x6 HAGAR 1850 \• • II� -illl"TI11=IIY:' L ___J- \ ' i• LP HINGES OR EQUAL, ^IPE SLEEVE-EMBED 4" - DOUBLE NUT TOP AND a r I CONCRETE FILLED •2--0 BOTTOM PAINT TO MATCH GATE ¢ n 'I I� - (3) #5 CONT. T PIPE BOLLARD FOR CLOSED AND OPEN J �' o I+ flII alas 211 a as a u a u II u u u a it POSITIONSGALVANIZED NSA 3x3xY U"� w�r� f 6" CONCRETE SLAB WITH � * 1 g4 AT 24" 0/C EACH .1124a s- • - CONCRETE FOOTING ! 18 - •, GATE FRAME a)J S� 11 WAY CENTERED IN SLAB HR-36, 20 GA, METAL q CLEAR #4 AT 2'-8" 0/C 3056 L��._� J e1.e " r 5 O NOTE: X Al.8 SEF CIVIL FOR SPOT WALL PANEL. PAIINTED 3'_p^ I, TRANSVERSE tin L11, E. �{ R. ELEVATIONS 3_0" CONCRETE FOOTING �' // r 1 idl 1 Trash Enclosure Plan (Gate at Trash Enclosure 3 Gate at Trash Enclosure 4 Trash Enclosure Gate Screen Wall at Trash Enclosure T� A1.$ A-T PSE nc/osurePlan-Mcsorry-1 ..._,A1,..§,,,,,..-,,,,,.- 40- 1.8 A50-''-D" A1.8 9A 50 09) OF DEMARCATION 'BRIG �� GALVANIZED HSS 3.34 (ACTUALLY STAMPED Q \ AGATE FRAME t TW Ark RFI-234 G709-001 RFI-240 CONCRETE PATTERN) ----- A.C.M., METAL WALL PANEL - - SILVER OR GREY RFI-234 1 (2) HINGES EACH GATE, AT VEHICULAR GATE ONLY, _ b > -- PAINT TO MATCH AA C709-001 EACH SIDE - TOOLED EDGE I. t1 Fl el\\`i�, NI II I II 11 I V Cry ORNAMENTAL IRON GATE • i-I `- PAVILION/STREET SIDE AT PERSONNEL GATE Y� I 'DINTS TO MATCH METAL PAVING �� - PANELS AT PAVILION CONCRETE WITH `` ` II I CTYP � �- SECTION SCORE LINE TO MATCH CURB WIDTH STAMPED BRICK PATTERN �� 1 A V 1 "a 6.6 WI.4,W1.4 WWM IIf Ir 1 7 l A.C.M., METAL WALL POSTLVANIZED HSS 5x5xY4 END CONCRETEOBROOM FINISH 1 in \ I / IL�LI SPACE AS REQUIRED FOR PANEL AT EACH SIDE I * WALK AGGREGATE BASE 1111 I 1111\\\\ lll____LLL_____ DOOR PANELS TO CLOSE $" CMU WALL SOLID '-"' CROSS SLOPE 2%MAX\ { ASPHAL TIC CONCRETE I I ( I ^o .. k . • 7, I` / I 10'-0" EACH LEAF I EMBED ?,x6x6 METAL PLATE _ 1 ..+_*,' • '�� i ` V _JJJ I • AT VEHICULAR GATE I , - PANEL, EA. SIDE OF GATE -/• :�/f 5 ,\ *%- /.�_ �i%•� \ J �L_..J�"..., AND ►x 4" NTE r0 ALIGN WITH HINGE TOP AND BOTTOM. CENTER 9 1'-0" CRUSHED ROCK BASE UNDER ' \ \ \\\\�\\ ` [\\\\\ �- - '�R_ _ 1+*i��1 PLATE ON WALL WIDTH I I .•a Af g l\\gym ♦ SIDEWALK TYPICAL o• - - o -- ° - - I ite.6„,....01111j,.., @riiv 1 towner.a r [ _1I •Nj - -_ L�'I� _� y�_ _� GALVANIZED HSS 5x5xYa - JLR ° ` f MM.- .�.�- -° ►►stea_ ter:. END POST a, e • : rii `Wv GRIND AWAY GALVANIZINI 6 Sidewalk Flush with Paving4 r+ ' T r v T _ a �. Y, I I . J II AT SURFACES TO BE +- �i-- Q. CONCRETE FOOTING-9 '1.$ �C'-1'-0' a j� �+�+�� .�+ ni� • �. • 4 "•r-- 3. Si.algas.P,r,+.Pa. ,i ' ,,1 ; • "_ �Y•, • �`r•, • r' \ f PL 4X5X6 EACH SIDE OF L 1x6xt'-1" w/ {4} "m / ,\ \ f -� -\ \� �/ / - I\ \ HSS POST TOP AND 1 " 1 " X 3' O" EMBED ANCHOR . MAIL BOX POST \\ \\�`\,\ \.... \/\\\,..., \\// ..• / • 11f I BOTTOM DOLTS (NUT P A o _ / ///��// //,/ / / II �\ I _ y I� HaOaR Faso •in n DOUBLE NUT TOP AND �/ �/. 111 J STORAGE GPAINT TO ATE STOP MATCH LP HINGES DR GATE n N • ,11 � �130770M 720 NE Grand Ave. H ANCHOR 60175 PER MANUF. I n u I>\�\��11 f1 ` u u 1 o 1-O. 11 RANDOM STRETCHER v- U 8" CONCRETE PAD - PATTERN (ACTUALLY3-0" Portland Oregon 97201 VERIFY WITH MANUF. STAMPED CONCRETE 'ALVANIZED HSS CROSS I, 4 Q BASE PLATE PLAN 7 Concrete Sidewalk With Stamped Brick r Y GATE FRAME AND L ��//// PATTERN), CHARCOAL MEMBERS 1�'1'-°' s Jamb - Pavilion Gates 11 avi ion e icular a e A1.8 Pattern ai Asphaltic Pavement a • - • - ' • . 18 5..-1_0 15.._1.-0- •1.8 1 1/2"=1'-0" •,1,,..Lard 7..-Jap.... .....N,° 4'-0" „e 9A5D .I. - MASONRY CAP e Pro t: r •- • '( .ie I�� - 2"X2"HORIZONTAL RAIL MAIL BOX POST - 2'„0" KEYDROP BOX POST New Building q / I 1"xt" INTERMEDIATE ANCHOR BOLTS PER MANUF ;� ANCHOR BOLTS PER MANUF. (2) #4 HORIZONTAL AT TOP VERTICAL POSTS / ANCHOR PLATE AND IlQIEL FENCE IIV OF WALL AND 4&" 0/C 4"x4" VERTICAL POST Qj COLUMN TUBE OR PVC PIPE TO !�- $4 VERTICAL AT ENDS P Al-5'-0"0/C RUBBER BASF PAD 8" CONCRETE PAD - 1 I __�Y o VERIFY WITH MANUF. BE 1NSrALLFD DURING WALL 1 PROPERTY LINE WALL 8" CONCRETE PAD - / CONSTRUCTION (AFTER WALL 1111"�I T, HOOK AND 76.' FOOTING 7H VERIFY WITH MANUF. / CONCRETE CURB - SEE CONSTRUCTION - POST . pi �,'v' .,-- SITE PLAN FOOTING WELL REQUIRE HAND CAP STONE �� I - SEE CIVIL FOR PAVING EXCAVATION AS TO NOT �'�1i, o I 10125 SW Washington SQ Rd. SECTION AND BASE COURSE / DAMAGE GEOCPID) b P6? 1 ri i m iii Portland,Oregon 4.-0" F 111 1 I. iri %1 i',iI 11 11 • S� i i DESIGN BU/LD >ra J,, �. I,m lye 8' CMU, GR-PDT SOLID - PLAN • KEYDRQP BOX POST > II /Y /� 1;• cam.•. :• ' .. 1: r.:- Rf 7A1NlNG WALL ��P.V. 1`1 nw�e,; 7-"; 1. am of notV �1 a!! 1, /IY-IIIIR IIIIt VIII IIIIEIIIIY IIIrY Ip IYYI c ..111111E ANCHOR BOLTS PER MANUF. 1 aI1+� n T+�`1�t FINISH GRADE. SEE CIVIL �- ••� ; 'r -.�i,C is ! 1 �' ;� 1 2"X2" HORIZONTAL RAIL -- ANCHOR PLATE ANp 7 I 1 RUDDER BASE PAD �' Ill a Ill: .IIID.-=11111: , � �',y�r1 i%"e111 ti Mailbox Base and Pad SSI,i 11 = , ?ir��#•%+ ��,r r� Sheet Title-. 8" CONCRETE PAD - f "Ill=.yy 1.8 VERIFY WITH MANUF. mutat71._�I=��t1.1j _ OUT OR DISPLacf Site ""m^""' _"" ° " ° SEE CIVIL FOR PAVING Il-nlnt '"nI c£aGRIO AROUND -�! ��=III I h l 11-111�I I E=1 1=I I-11=i 1111 1191 i!! al 111 11111 11111=1111=111111=i1�. 1f ''h�I-I I-III-1 ISI I ITS=ITIS_=f I- f=-III_ f11=1n=Wul=1u�lluu �hll�lc$luul= Details SECTION AND BASE COURSE �111IP x,;-'1 COLUMN TUBE OR \ _ _ _ T -nlllt mlu= 11 PVC PIPE - II I I I 1=111NI=1 1111-1 = I'�' mutm Y VIII uI-1 I.HIt:gQa" II (3) #5 CONT. ='1n W 1 •I .x1111=1111 mar „1 111�!III�I711I I, II „____L1/4„...,._. rr� , li I Hllh NN I . l� a r Et LANDSCAPE AREA 1 u - �II 111111 tin �I 7• axx Til Ix xu.: I 0709-001 I]Iila8-�7RII�i�Wi ,-.1.7.: -_- - - _I 3LEAR I g4 AT 2'-8" 0/C luC>� III- '1fNllllllli I EMBED POST IN 12"1 X 24"DEEP .._ T. : e--, \ nn 3'-0" TRANSVERSE FOOTING uu � II- -u (2) #4 HORIZONTAL AT TOP 12 Keydrop Box Base and Pad 13 Lock and Load Retaining Wall 14 Screen Wall 15 Ornamental Iron Security Fence 1 O „e,>o�a x_-bP,...,.,Ho,..s,�,..�o e e 921 •_ =1_ '7DUNpE0 GROUT TOP Revision& AND BOTTOM OF WALL AND A1,$ `1.8 _,/ 1.8 N 1.8 '� Ir_ 48" 0/C ."''�"•"'P"�"0"'""" 5°"'•µ'° i' Sa3-b 9a5o3-c2 I, CROWN i,v"T 21ia z ae eer ala - ,� TENSION WIRE AT TOP •. TVwDr,oe•m RYA oink Raps. OF FENCE FABRIC 31.5Jure20111 4. II Arle TVFACu,aarn CWseoIneulle - TRUSS ROD AT CORNER a pJwy zms a 12A4 ale POST . CWS arum= cam Cameo `i F A.C.M., 20 GA. METAL WALL PANELI 1. 16J�1°2118 a ro/,..2118 ODEr Gramm P¢CaMrulmea I "1' �----�-1y- - 6"0 STD PIPE WITH 9 24 Aura 2016 121 1e No'v,bn an 8"CMU, GROUT SOLID. �►•11 ♦H1 - 1 1�•1/••11 o GROUT FILL +'.:3 F, Finnlia ' CENTER WALL ON FOOTING 11�i�i�0i1i1i PO 1 41 WIDTH - ANY EXPOSED �• �•�� •11.11••1 1L i3?Bemera II ate¢ CMU TO BE PAINTED TO •iiii•�•�•�•i• :o RFI-234 MATCH ACM %%%%%%%ii1 .- , PAINT P-7 Berm.Gallalai ❖.1•❖.•.1.• / n 111.111• 11141•♦ - 111i1♦�� r ♦1111• ♦1r•1• 1.1♦❖1.111 . 11.yO1. i FINISH GRADE JOINTS TO ALIGN WITH PANEL 1...•,.1.1►�1♦ • JOINTS Al PAVILION •1•i1i i••a1i J 4 ! 1►•iii�i1i • I #4 VERTICAL AT ENDS OF •�•�•s•:•�1j1.�� - - - .,,.I 16" 0/C WITH • •♦•♦i111it-'D•O• 'a .. 5 TANDAR a HOOK INTO j•�1�1i!±'1•••1.1 ?L J 1�J•�•1.11�1j•��1 N - . 6 ,K CONCRETE FOOTING mlmrnSN ESE VE DROOP.PD.20,9.ALL !�.. = mars RESERVED 9> 16" CONCRETE SLAB WITH {4 �•� �. 2' a THMIMSE DRAPPINGS PRE EO DESIGN aewa,v.PROPER, 0 0:wc ? AT 24" 0/C EACH WAY-- T� ��-1�1•1 j . THE • , . l'EM1ssra a w N HOT TO BE uSE0 DP DE w GOUPODUCED IN NP.c. . .......... ..... +P -111 lII"1 j.M j I ll.!.i I Date 12 March 2019 n • {•I III 1 I-III F I 1 Drawn by: Checked by: 1 - 44. t 1 l.0 l U" 10'-0)MAX I LI 4 I w I (3) #5 CONT. E� I�TJ SPACING, TYP. L+rJ ` _- L DJAIDCB/CLT WEM J \ CONCRETE BASE BOTTOM RAIL Job Number: 116139 #4 A '-4" 0/C 3" CLEAR TRANSVER 2-6 1'-2" Sheet 16 ACM •+- - , ■ 'I i. = Pavillion 1� Chain Link Fence .1"$ 3/ 4"9A 5C 1-0 18 *"---t-°" 18 6 Bollard 1 s �4 For Construction Set - Aug August 2018 A1.8 GENERAL UTILITY NOTES GENERAL GRADING NOTES LEGEND hl_„....---..,, 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE JURISDICTION. 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE JURISDICTION AND THE PROJECT PROPOSED EXISTING MILDREN DESIGN GROUP,P.C. - - 2. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT EDITION OF THE PLUMBING GEOTECHNICAL INVESTIGATION. CODE, BUILDING CODE.AND THE DRE CODE. WORK IN THE RIGHT OF WAY SHALL ALSO CONFORM 2. THE CONTRACTOR SHALL HAVE A FULL SET OF THE CURRENT APPROVED CONSTRUCTION PROJECT BOUNDARY ARCITITI?C7URR SPACE MANNING 70 THE STANDARDS OF CITY OF TIGARD AND OREGON DEPARTMENT OF TRANSPORTATION (ODOR). DOCUMENTS. INCLUDING ADDENDA ON THE PROJECT SITE AT ALL TIMES. PROPERTY UNE - - - 7650 SW.Beveland,Suite 120 3. THE CONTRACTOR SHALL HAVE A FULL SET OF THE CURRENT APPROVED CONSTRUCTION 3. THE CONTRACTOR SHALL NOTIFY THE OREGON UTILITY NOTIFICATION CENTER (800 332 2344) EASEMENT LINE - - - Tigard,Oregon 97223-8692 DOCUMENTS INCLUDING ADDENDA ON THE PROJECT SITE AT ALL TIMES. THREE BUSINESS DAYS PRIOR TO ANY EXCAVATION, FENCE -- Voice 503-244-0552 4. THE CONTRACTOR SHALL NOTIFY THE OREGON UTILITY NOTIFICATION CENTER (800 332 2344) 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF PRIVATE UTILITIES SUCH AS GAS. CURB - _ �- Fax:503-244-0417 THREE BUSINESS DAYS PRIOR TO ANY EXCAVATION. TELEPHONE, POWER, DATA, ETC. CONFIRM VAULT LOCATIONS WITH THE ARCHITECT. EDGE OF PAVEMENT 1, in 5. EXISTING CONDITIONS BASED ON TOPOGRAPHIC, BOUNDARY.AND UTILITY SURVEY PREPARED BY 5. THE CONTRACTOR SHALL KEEP THE ARCHTECT AND JURISDICTION INFORMED OF CONSTRUCTION 1' CONTOUR 191 Wk PACIFIC, DATED MAY 2017 AND APRIL 20113. PROGRESS TO FACILITATE SITE OBSERVATIONS AT REQUIRED INTERVALS. 48 HOUR NOTICE IS 5' CONTOUR 190 - -190- - 6. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF PRIVATE UTILITIES SUCH AS GAS, REQUIRED. STORM SEWER LINE SD STM TELEPHONE. POWER. CABLE TELEVISION. ETC. CONFIRM VAULT LOCATIONS WITH ARCHITECT, 6. EXISTING CONDITIONS BASED ON TOPOGRAPHIC, BOUNDARY,AND UTILTFY SURVEY PREPARED BY WATER LINE W - WAT T#,� 7. THE CONTRACTOR SHALL KEEP THE ARCHITECT AND JURISDICTION INFORMED OF CONSTRUCTION WH PACIFIC, DATED MAY 2017 AND APRIL 2018. FIRE WATER LINE - FW 1.iVl. RIPPEY PROGRESS TO FACILITATE SITE OBSERVATIONS AT REQUIRED INTERVALS. 48-HOUR NOTICE IS 7. FINISHED GRADES ARE TO BE BROUGHT 7O WITHIN 0.08 FT. IN 10 ET. OF THE GRADES SHOWN SANITARY SEWER UNE 55 -- SAN CONSULTING ENGINEERS REQUIRED. AT SUBGRADE ANO TO WITHIN 0.03 FT. IN 10 FT. AT FINISH GRADE. CONTRACTOR TO ALLOW 8. THE CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS. EXISTING UTILITIES AND FOR PLACEMENT OF REQUIRED TOPSOIL AND PLANTINGS IN ROUGH GRADING. GAS UNE --f GAS 7650 SW Beveland,Suite 100 POINTS OF CONNECTION TO EXISTING UTILITIES AND LOCATIONS WHERE NEW UTILITIES WILL CROSS B. GRADING ELEVATIONS AS SHOWN ON PLANS ARE FINISHED GRADE, WHICH INCLUDES PAVING, BASE OVERHEAD UTILITY WIRE - OHW Tigard,Oregon 97223 EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR BY POTHOLING PRIOR TO ROCK, AND SUBGRAD£ SOIL. GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE GRADING UNDERGROUND POWER UNE PWR Phone:(503)443-3900 • CONSTRUCTION OR ORDERING MATERIALS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SCHEDULE WITH BOTH EXCAVATOR AND PAVING CONTRACTOR. COMMUNICATION LINE PWR Fac:(503)443-3700 POTHOLING SUCH THAT IF CONFLICTS ARE ENCOUNTERED, SUFFICIENT TIME EXISTS TO PREPARE 9. SEE PROJECT GEOTECHNICAL ANALYSIS PREPARED BY GEODESICN, !NC. FOR PAVING, EXCAVATION, EXISTING FEATURE OR CONDITIONE MODIFIED DESIGNS AND HAVE THE MODIFICATIONS APPROVED BY THE JURISDICTION WITHOUT FILL,AND COMPACTION REQUIREMENTS. CONDITION ( ) • IMPACTING THE PROJECT SCHEDULE. CATCH BASIN CB 10. IF DEWATERING IS REQUIRED DURING CONSTRUCTION, THE CONTRACTOR SHALL PREPARE A TOP OF CURB TC 9. THIS PLAN IS GENERALLY DIAGRAMMATIC. IT DOES NOT SHOW EVERY JOINT, BEND, FITTING, OR DEWATERING PLAN CONSISTENT WITH CIN OF TIGARD AND CLEAN WATER SERVICES (CWS) ACCESSORY REQUIRED FOR CONSTRUCTION. REQUIREMENTS, AND OBTAIN APPROVAL OF THE PLAN FROM BOTH JURISDICTIONS PRIOR TO GUTTER G ��E.D PROF 10. INSTALL CLEANOUTS AT 100' MAX.AND AT ALL LATERALS PER CODE. PROVIDE CLEANOUTS AS PROCEEDING WITH DEWATERING. INVERT ELEVATION IE �G,t NA. `r0 REQUIRED BY THE CURRENT OREGON PLUMBING SPECIALTY CODE NOT ALL REQUIRED CLEANOU'S `-" 15504 11. THE CONTRACTOR SHALL CLEAN ALL CATCH BASINS AND STORM LINES IMPACTED BY SITE PERFORATED PIPE PERF 4 r ARE SHOWN. DEVELOPMENT FOLLOWING COMPLETION OF CONSTRUCTION OR AS DIRECTED BY THE CIN OF STORM SEWER MANHOLE • SDMH 11. UTILITIES WITHIN TWO FEET OF A BUILDING SHALL BE CONSTRUCTED OF MATERIALS APPROVED TIGARD AND CWS. NO SEDIMENT SHALL BE ALLOWED TO ENTER NEW OR EXISTING INLETS. SANITARY SEWER MANHOLE 551.11-1 r o'-TOIL FOR INTERIOR USE AS DESCRIBED IN THE CURRENT EDITION OF THE PLUMBING CODE. 12. RETAINING WALLS TO SE CONTRACTOR DESIGN-BUILD MODULAR BLOCK. MATERIAL TO BE AS STORM SEWER CLEANOUT SDCO 141'as,sO‘,j, 12. CHANGES IN DIRECTION OF DRAINAGE AND SEWER PIPING SHALL BE MADE BY THE APPROPRIATE APPROVED BY ARCHITECT, SANITARY SEWER CLEANOUT SSCO 'fgRL KE,USE OE APPROVED FITTINGS AND SHALL BE OF THE ANGLES PRESENTED BY ONE-SIXTEENTH BEND, ONE-EIGHTH BEND, ONE-SIXTH BEND OR OTHER APPROVED FITTINGS OF EQUIVALENT TOP OF STEP TS I EXPIRES: 6/30/19 I SWEEP. BOTTOM OF STEP BE 13. IF DEWATERING IS REQUIRED DURING CONSTRUCTION,THE CONTRACTOR SHALL PREPARE A TOP OF WALL TW DEWATERING PLAN CONSISTENT WITH CITY OF TIGARD AND CLEAN WATER SERVICES (CW5) BOTTOM OF WALL AT FINISHED GRADE BW REQUIREMENTS,AND OBTAIN APPROVAL OF THE PLAN FROM BOTH JURISDICTIONS PRIOR TO TVWD CONSTRUCTION SEQUENCING NOTES FhNISHEDGRADE EG Client; PROCEEDING WITH DEWATERING. 14. THE CONTRACTOR SHALL CLEAN ALL CATCH BASINS AND STORM LINES IMPACTED BY SITE 1. CONTRACTOR TO POTHOLE AND VERIFY LOCATION, ELEVATION, AND SIZE OF EXISTING WATER MAIN. FOOTING FTC JLR 2. DEVELOPMENT FOLLOWING COMPLETION OF CONSTRUCTION OR AS DIRECTED BY THE CITY OF CONSTRUCT NEW 8" ZINC-COATED D.I. MAIN IN POLYETHYLENE ENCASEMENT (PER TVWD 2018 WATER SURFACE ELEVATION WSE • TIGARD AND CWS. NO SEDIMENT SHALL BE ALLOWED TO ENTER THE STORM SYSTEM. STANDARDS). INSTALL 2" CAIRNS AT ALL INTERMEDIATE HIGH POINTS PER TVWD OCT 405). GROWING MEDIUM GM - 15. COORDINATE WITH TUALATIN VALLEY WATER DISTRICT (INIAD) FOR PROVISION OF NEW DOMESTICBOTTOM BOT WATER METER FOR BOTH BUILDINGS. CONTRACTOR TO INSTALL ABOVE GRADE REDUCED PRESSURE 3. CONTRACTOR TO FLUSH, DISINFECT, AND TEST NEW 8" MAIN PRIOR TO CONNECTION TO EXISTING BACKFLOW PREVENTER (RPBFP)ADJACENT TO DOMESTIC WATER METER. RPBFP TO BE INSTALLED MAIN. COORDINATE WITH INIAD FOR INSPECTION AND TESTING. GENERAL GRADING NOTES CON IN A CITY OF TIGARD AND TNWD APPROVED HEATED ENCLOSURE. PLACE 4"-THICK CONCRETE 4. UPON APPROVAL OF TESTING BY TNWD, COORDINATE WITH TVWD FOR SHUTDOWN OF EXISTING GENERAL UNLIT'! NOTES GUN • PAD ON 2" OF 1"-0" COMPACTED CRUSHED AGGREGATE. PAD TO EXTEND MINIMUM OF 12" MAIN. TVWD INSPECTOR WILL PROVIDE NOTICE TO EFFECTED CUSTOMERS, 0 REDUCED PRESSURE BACKFLOW PREVENTER RPBFP BEYOND ALL SIDES OF ENCLOSURE. CONTRACTOR TO INSTALL 2-INCH SER VCE PIPE FROM METER . CONTRACTOR TO PROVIDE WRITTEN SEQUENCE SHUTDOWN PLAN TO WHO WITHIN A MINIMUM TWO TUALATIN VALLEY WATER DISTRICT TWO TO MAIN BUILDING RISER ROOM. CONTRACTOR TO INSTALL 1-INCH SERVICE PIPE TO EAST WEEK NOTIFICATION PRIOR TO SHUTDOWN OF EXISTING MAIN. CONTRACTOR IS LIMITED TO 4-HOUR • BUILDING RISER ROOM. SIZE OF DOMESTIC SERVICES, CAPACITIES OF METER, BUILDING DOMESTIC SHUTDOWNS(S), TUESDAY THROUGH THU' DAY- 720 NE Grand Ave. WATER DEMAND AND SIZE OF PIPING TO BUILDINGS IS ASSUMED AND TO BE CONFIRMED BY Portland,Oregon 97232 BUILDING PLUMBING DESIGNER PRIOR TD CONSTRUCTION OR ORDERING MATERIAL CONTRACTOR 6. CONTRACTOR TO PROVIDE WRITTEN DE-WATERING PLAN FOR EXISTING PIPE AND TRENCH, EFFORT TO DETERMINE REQUIRED BACKFLOW PREVENTER TYPES PRIOR TO CONSTRUCTION OR ORDERING SHALL BE MADE TO NOT ALLOW WATER FROM DITCH TO ENTER PIPING. PROVIDE ADEQUATE SUMP MATERIALS; COORDINATE WITH BUILDING PLUMBING DESIGNER. CONTRACTOR TO DETERMINE IF AND PUMPS AT CONNECTION POINTS. It SHALL BE AT TVWD'S SOLE DISCRETION TO ALLOW REMOTE METER READER IS REQUIRED AND PROVIDE AS DIRECTED BY 1'V1VD. IRRIGATION CONNECTION TO WATER SYSTEM. CONNECTION IS TO BE DOWNSTREAM OF MAIN BUILDING WATER METER AND TO BE OF TVWD Project: APPROVED TYPE. SEE LANDSCAPE PLANS FOR DISCUSSION OF IRRIGATION BACKFLOW PREVENTER 7. CAP AND/OR PLUG SECTIONS OF EXISTING SHALLIAT BOTH ENDS ANDAA VISUAL PRESSURE CUEDTETE AND CONTINUATION TO IRRIGATION SYSTEM. NO CONNECTIONS MAY OCCUR BETWEEN DOMESTIC INSPECTION WITH TVWD, PIPE AND FITTINGS BE SWA13BE6 A VISUAL TEST New Building METER AND BACKFLOW PREVENTERS INSIDE BUILDINGS. WILL BE CONDUCTED. • 16. EXISTING WATER METERS TO BE REMOVED HY TWD. CONTRACTOR TO COORDINATE WITH DISTRICT 8. UPON ACCEPTANCE, COORDINATE WDH TVWD TO PUT MAN IN SERVICE AND TO FLUSH MAIN. FOR SCHEDULING THIS WORK. 7VWD TO TAKE WATER QUALITY SAMPLE. 17. SIZE OF DCDA IS ASSUMED AND TO BE CONFIRMED BY CONTRACTOR IN CONSULTATION WITH 9. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR OBTAINING PASSING WATER QUALITY SAMPLES. • BUILDING FIRE SYSTEM DESIGNER. ANY EFFORTS BEYOND SAMPLING BY TVWD SHALL BE BILLED TO THE CONTRACTOR ON A TIME AND MATERIALS BASIS AT TVWD DISCRETION. 18. INSTALL AUTOMATIC DRAIN VALVE IN VAULT AT LOW POINT OF FDC LINE. PROVIDE DRAINAGE FROM VAULT TO CITY OF TIGARD APPROVED LOCATION, SIZE OF FDC PIPE IS ASSUMED AND TO BE CONFIRMED BY BUILDING FIRE SYSTEM DESIGNER. FDC TO CONFORM TO REQUIREMENTS OF 10125 SW Washington Sq.Rd. ' TUALATIN VALLEY FIRE AND RESCUE (MIR) 19. SITE HYDRANTS TO CONFORM TO REQUIREMENTS OF TWD AND TVF&R. SITE HYDRANTS TO BE Portland,Oregon 97223 PAINTED RED. IN CONFORMANCE TO TVF&R STANDARDS. FIRE HYDRANT LOCATIONS SHALL BE IDENTIFIED BY THE INSTALLATION OF BLUE REFLECTIVE MARKERS- THE MARKERS SHALL BE LOCATED ADJACENT AND THE SIDE OF THE CENTERLINE OF THE ACCESS ROADWAY THAT THE FIRE Sheet Title' HYDRANT IS LOCATED ON. MARKER MATERIAL TO CONFORM TO THE REQUIREMENTS OF NF&R. CONTRACTOR TO PROVIDE CONCRETE-FILLED 8 INCH DIAMETER STEEL PIPE BOLLARDS WHERE HYDRANTS ARE SUBJECT TO IMPACT BY MOTOR VEHICLES. COORDINATE WITH TF&R INSPECTORS General Notes TO FINALIZE LOCATIONS. PROVIDE MINIMUM OF 3 FT. CLEAR AROUND HYDRANTS. CONNECTIONS TV TO EXISTING PUBLIC WATER MAINS TO CONFORM TO WO REQUIREMENTS- ABANDON EXISTING PUBLIC WATER LINES ON SITE AS DIRECTED BY TVWD. & Legend 20. BUILDING SANITARY PIPE SIZES ARE ASSUMED AND TO BE CONFIRMED BY BUILDING PLUMBING DESIGNER BASED ON THEIR CALCULATION OF DESIGN FIXTURE DISCHARGE. SEE BUILDING _ PLUMBING PLANS FOR SANITARY CONTINUATION WITHIN BUILDINGS. _ 21. CORE DUSTING STORM MANHOLES AS REQUIRED FOR CONNECTIONS OFF NEW PIPE(S). REVISE CHANNELS AS REQUIRED. RAISE MANHOLES UTILIZING PRECAST COMPONENTS AS REQUIRED. ROTATE CONES AND RELOCATE STEPS TO CONFORM TO NEW PIPE LOCATIONS. FILL EXISTING PENETRATIONS CAUSED BY PIPE REMOVAL WITH NON SHRINK GROUT. 22. REMOVE EXISTING MANHOLES AND PIPE WITHIN BUILDING FOOTPRINT, FIE FEET BEYOND BUILDING FOOTPRINT, MANHOLES MAY BE FILLED WITH COMPACTED AGGREGATE TO 4 FT. BELOW FINISHED TRADE. ABOVE THIS ELEVATION, REMOVE MANHOLE COMPONENTS. PIPE FIVE FEET BEYOND BUILDING FOOTPRINT TO BE ABANDONED MAY BE REMOVED OR GROUTED FULL. Revisions: 23. PROVIDE FOUNDATION DRAINAGE CONFORMING TO RECOMMENDATIONS IN PROJECT GEOTECHNICAL II M V Die x xs>,I•l zoie ANALYSIS BY GEODESIGN, INC. PROVIDE BACKFLOW VALVE AT CONNECTIONS TO STORM LINE. "`w00sma,. Ph. cheek w°"" VALVE TO BE INSTALLED IN A VAULT OF SUFFICIENT SIZE TO ALLOW MAINTENANCE ACCESS TO a 15.1.,,nca300,.,Bois VALVE. 'riff;ca,.,am acws•. .,nn.i y ,,b a. le C. snI6alie 24. PUBLIC SITE SANITARY SEWER LATERAL WITHIN GREENBURG ROAD RIGHT OF WAY TO BE cwea.,.,..., aarcn,:re,e INSTALLED BY CONVENTIONAL EXCAVATION AND TRENCHING. CORE EXISTING PUBLIC SANITARY 1. :6 July2/11 I 19Auiu02119 MANHOLE AS REQUIRED FOR CONNECTION OF NEW LATERAL. REVISE CHANNEL AS REQUIRED. '°°rCtn... F«6artu"",e"s. PLUG EXISTING PIPE WITHIN RIGHT OF WAY WITH GROUT AND RLL EXISTING MANHOLE PENETRATION. INSTALL CLEANOUT AT RIGHT OF WAY. SEPARATE PERMIT REQUIRED FOR WORK - WITHIN RIGHT OF WAY. _ 25. CONNECT EXISTING SANITARY LATERAL FROM RESTAURANT BUILDING TO NORTH. SEE GENERAL UTILITY NOTE 8. 26. COALESCING PLATE OIL-WATER SEPARATOR CONFIGURATION. TYPE, AND SIZE IS ASSUMED, THE - CONTRACTOR'S PLUMBING SYSTEM DESIGNER TO CONFIRM SEPARATOR TYPE. SIZE.AND CAPACITY BASED ON THEIR DESIGN OF BUILDING FLOWS AND PROVIDE FINAL INFORMATION FOR CONSTRUCTION. aionw oFva+ a.c.sola - .0 vrxn PEuR,E0 GROUP, 27. EXISTING SANRARY SEWER LATERAL ON SITE TO BE REMOVED OR ABANDONED IN PLACE AND TEEM DEAMPw,S ME ME PROPERTY a GROUTED FULL - 101 10 Uec sm PvRau=aMwrr PAWNER,E]d'EP1 BIM BC PR/01 RUMEN 28. CAP (E) TVWD 8" PUBLIC WATER MAIN AT PROPERTY LINE & REMOVE OR ABANDON PIPE TO - P€R1009 W 9r 11110("cow POMP,PLC EAST- CONTRACTOR TO ABANDON 8" WATERLINE BY PULLING (E) VALVE & PLUGGING TEE. CAP ABANDONED PIPE WHEREVER PIPE IS TO REMAIN TO THE EAST. COORDINATE SHUTDOWN WITH Dale: 19 August 2018 TVWD. Drawn by: Checked by: 29. APPROVED FIREEICHNNG WATER SUPPLY SHALL BE INSTALLED AND OPERATIONAL PRIOR TO DELIVERY OR STORAGE OF COMBUSTIBLE MATERIAL ON SITE. COORDINATE WITH TUALATIN VALLEY FIRE& RESCUE. MIR Job Number: 17260 Sheet For Construction Set - August 2018 CO /,;..../., //, \ \ NOTES: Y)kUw.... / / fA TOPOGRAPHIC SURVEY INFORMATION PRONDED BY WH PACIFIC, DATED APRIL 2017. • ELEVATIONS DEPICTED HEREIN ARE BASED UPON THE WASHINGTON COUNTY VERTICAL DATUM. / • EASEMENTS DEPICTED FROM DOC. NO. 97-108989 ARE TO THE BEST OF OUR ABILITY DUE MILDR£N DESIGN GROUP,P.C. BANKEXIISTIAMERICA NG / - \ \ TO POOR DOCUMENT QUALITY AND DISTANCE TO INITIAL POINT OF DESCRIPTIONS. ARCHITECTURE • SPACE PLANNING BUILDING i•` � ., 7650 S.W.Beveiand,Suile I20 0 / -. Tigard,Oregon 97223-8692 I =1._,,� ` \ Voice:503-244-0552 Fax:503-214-0417 \ ///////////////////// I �\ ` \ �. I - \ .-199 �� A v- :*.... --. f � _� / N. ,,t 1 `� Sw 8qS \ - 199- / I . ` HiyCroN 3 . 20,07:::_ Rat _'lMlfl ; 20 ` ; _._ ,...... ...._ ,'199-- _. - -- - -- - - ° ._ - ...,_•_, iao i :: Tz --( - -H --------... _._ _ _,.._,... - llii IPI ---_--198------ f I ` Illi(19j} A --198 A9s~ Client: Iflill Imill \ - �' -l9� ` \. �k �'�` ` JLR �IIl ill' i �l — _ 4�� , �\ IIIA 1 I II ' _`- _ - 1 ` 111 I III / _ --� , . � I _ x-197' -� ` I I lllf I _ --t)7 -^ ----197-"s-- --: I f I 720 NE Grand Ave. I i 1 t'l y P \ I Portland,Oregon 97232 196 _/ 7 I 1 - _ - � � I 4. � - -496--- Project- I 4 � _ - �` - R= '. ///t, New Building I /� f � l % — — 195- / r,95- % 195. I. / I1 1 1 �j i! Il 41 i 1 t / � — �� 195- — ///!//////�' 1 }I l ' 1 I 195 -` I / 1°125 SW Washington Sq.Rd. J `. \ 2.-----1,..........„----- 1 '�-- - Portland,Oregon 97223 I �`. 19� /- 1 //r O. 4 Sheet Title: I I r --193- -- -----moi - - /�J I` 1 r / I=z ' }1 t �� 7 -�` _, 1 / Existing 1 q v /; I I <�- } 1 --192-- - --- ------- --_ ~. - ---- ,92-- _ ``'� - 19d- _ __ ----- --- / 1 / j/ Conditions Plan r r 11 - 192_ ` L _/, /' North 1 / \ RRA,Y;HLNE-arm er,�T o,.,�� 7 --191 .7"..."-:_ _ --- _�-- C —_ --- _ —_ —�111.199134------- ---- -_ \ - ,p - `192--_ \� y' V / / / I 59 -- I I // / \ - - \ N ERIS1BUI 1-STORY / 1! ! Cr„ f / BUILDING //�� \ v Revisions: 1f 1 f `I. I v / _ _ _ „....7- rw.r mua x— -- — -1� i — r9G -797-_ ACL///////// rvwo t�.��r i .41...ale 1s��ar,6 rvmm.„u6. cwsme�.ww S eJu7 MI S. 12.Iwr bye I it *47' ' / '! N. ` I 7117:10. sc �n aoorm \ ---/ '• _ — I �. IE 3uy]016 & 19��•t 218 /-` Adil I 1 F \ WPM Carvimh Fw(Mkru[m Set l 1J \f --189 10, �� 1� - / �. I / c,' - - -1e9- I -les- \ !� de / �i -\ 1, V1 ` yi -r'-__-789 • \\ r, ,��' ` hu. rs ar rro•a zme ice /91-. t 1} __ 4,-- A \ \ relit pueexm ARE n¢PROPERTY Cr l 1 Ar_ `�, - ROT TO IR UM I.mrrvoucro m may ' ` '� '�J -` NEARER eCsal sour.r.e..w.K Q ,I=F ii. rumor Darr row nt row ARMEN PERIIII9Gn ar KOREN ntilol GROUP,➢.C. V R }88 _` pate 19 August 2 018 ..„ i \ i II _ i Q Drawn by: Checked by: es „- i _,,,,,,_____ , TMR Job Number: 17260 le.P is .1 e::J r y 14 --187-- \ / ` HYDRANT TO BE ABANDONED. RETURN FIRE ti I Sheet MVO. IED I SCALE:1"W 20' fI 1 / \ %* cn�F ' �.- \ _ For Construction Set - August 2018 C l ! ' tt...1 I', ————- — \ / :1.991.2_—_ I \ I I !,..,./1 /� NOTES: "helL•••"o^- I' I I y ' ` _ - • TOPOGRAPHIC SURVEY INFpRMATiQN PRQVIpED BY WH PACIFIC. DATED APRIL 2017. AMTCNLME`BEE BFffE701T • ELEVATIONS DEPICTED HEREIN ARE BASED UPON THE WASHINGTON COUNTY VERTICAL DATUM. fl, r 1 1 __• - - ---Ipt__ ,\ ' --192__ 7 • EASEMENTS DEPICTED FROAF DOC. NO. 97-108989 ARE TO THE BEST OF OUR ABILITY DUE MIIDREN DESIGN GROUP,P.C. 1 1 �, -,' --141`- --- `-- - - / TO POOR DOCUMENT QUALITY AND DISTANCE TO INITIAL POINT OF DESCRIPTIONS. f ARCHITECTURE • SPACE PLANNING 1 ! ! I y _ —_ 7650 S.W.8eveland,Suite 120 \ // ' ` C---___.„ — ^ Ex15nNc t—STpRv ry Igard Oregon 97223 869"L' Voice:503-444-0552 -0417 IAf fI rf i 1- �a '' /.L.-- _____ //,,, Fax: 03 244-0417 11 I!1 I f90- — — -z / — -t90— �— t90 ,...... _pp I` 7 ' - ` ,,,„ , 1„. .....„:„ y� Wq ,..........„...„....„....,, ________ ,. ,...,..... _., I - n qtr I ' I f -188_ fY -` / - II / �4a' - \ --_��-189-F` yr --189 \ \ 40, ` A' Il / ,� Wq \\ ti ! X9,, '1AR8-� 1 I ill --188-' -gad' -a -. -- - -- - -- --.r- - -` I 11 �. \ ` 9 / l 1 '88_ les • /> - ill ' I l l IP lie FI, e•:[T ` ' iir -187 BE ABANDONED. RETURN FIRE ' / y _ - i HYDRANT TO TAM. \ - \, y \ �E) r sums �� Client /`� lT ,040,41_,_ � I'� �v �� JLR • yli.,.....,:--_____,86____ f �r!'�f `SAii., t \ �t�_ fr# /'''t' ,G„ 4 r ` , � "' 185 / ' \� 9H • ,, / 1B9_ I 720 NE Grand Ave. f � � y \��pWR / 1 R(• - 7 / � "� � --� N Portland.Oregon 97232 84 \ tr (i ... ....,z.,......jp./.....--,, ... • -44,:r, . ' \11 I \ 'llama O� k •i........iii " v._ — ` 1 '`4r.♦ — P— /! �` .� JAN 11111::11-71\''''' SAN �---:'11'''''111'/11"11-''''161''-'11-1"11917::////' j �'' New Building t • / , /A4/, 1 '• Z'.• .'- v C \ I. / ,r • t i',..-- t �` I /ii� +e� ) If j ]0]25 SW Wsshlton 59.Rd. 14‘,L-,., iv ....."---,::z....,-, '&,5 \ 1�` i / \ \ f / ; }/ !. Portland,Oregon 97223 --177'--.. C` ` / r 1 d,�/ /1, „, yj f ' '}, .� , ��• `.. �� ` ,�\ `-* ` -- o- 1 l \ Yv f/ i EXISTING 1-STORY i' f,1,1 J 1 -` — �..�`��.\� �. ` \ r \78s BUILDING / / ;.'! �r` `87 �\ ` / Sheet Title - 178--- y;,,„� �81 _ \ / �'} 0. / J ��\-�.\\ 'c+Lgka :�78��\\`` ` LX851 ��\\ �\ \x"-PM-_\ -_ ,r:.�aFRI I/ ,',ti',9 /� /!/+ Existing -� '\ ��_Te7__ - h - tee •_ ; , Conditions Plan ' .•\�,; - — - -� L ' �� 3¢ l \ / South .2 '� N — \ y • \ / !I \ �` ` ��.��- '1e>f� 'Q4'\- � L 4" FIRELINE / 1 / J75 ._.z.,...„. �� `rge� �' l 11 �t \- ` \Y .176.-'_'^'a `-�` - ti------ � �M9P. I e // _l \. 71�a^Pf! !r i Revisions: • \--•y7„ ' — -` _ \ — • qt • ` • 185 \�` ''' a. `'�7`J �. �!! ~ i. it loaner z Meed.XIII Rw CC ' / 1 1�PW _ SSi! ITvwac s cr a.e e.w.. \ � _ g� � y ^{�� GAS �� A - 1 1Tvmm • cnauemRel ` \— »e 1` J - 1 18f / �� 1 f s emir Iola e. izA2nzot5 11 ; a .1 191r >91, �`, -. .— .. II// 1 1� // I I CRS C�,ww aoor a.�•,• ----I-7:C: W� - — H drJaT / !! T. id . AF 19 A..tutm :en .-----.-."----"tilErcy4——-- 7.-..-..-..r.'"C'PrAi 1 9 -DIY J' - I - �`-- _ ~-��.—DrtcH ° —ft., /////!� 1 • �� '- - --__ ----=.-=L--- /` /1�/ OS ~ ~ lg3- _ . I1/ /i1 tozorso r c.zm• __ —.179-—_ - f�/'�J) I ,.0 a wTs PEsca.co 4F1 1� �T ~ ` `t ~1906t�—� W✓ \ � ~ta" ..// // /////'1 -.ESE AWINGESIGN GRE IRE PROPER., NILO,'•L w,FO or usro OR REPRODUCED Ni ANY — —_ `— - l !// // J/ 1 uulEa,[.DEPT rd.+TME P POR ARMEN I �//////�/ MJtinss,aN M Nwe[�FACS cIMP,PE. --_`__ 185,��— - _��_-____-_2:2:-:----- %-- '1 1/// /' Date 19 August 2018 Hiloy 277 - —156— - '72- 1~-, % / ii Drawn by- Checked by -189_- �.% A" , T` 190- TMR Job Number: 17260 ---I !�} SCALE', 1"=20' Sheet �L_ D IT 20 40 For Construction Set - August 2018 Cl.! • D(kSTING . \ MU.DREN DESIGN GROUP,PC. BANK OF AMERICA I\ hi, \ • !SPACE A•A rG BUILDING I } r .. 7650 S.W.Beveland,Suite 120 Tigard,Oregon 97223-8692 I ` ` \ \ Voice,503-244-0552 } 1 MATCH Fax:S03-244-04t 7 • 198 90TC(E) • \ \ 198.40G(E) w MATCH 198.706E f� `\ \ 1M A '" - MATCH • T.M. RIPPEY • \ l - ` ` CONSULTING ENGINEERS Y a -,98.960 Jr.- 198.900E \ 7650 SW 9evelend,Suite!04 • MATCH _\ MATCH Tigard,Oregon 97223 I • ` Phone:(503)443-3900 / RIM 798.55 •, �_ _ Fax: 503 443-3700 B. 199.Q3r E) 1---I Q `.... `.` ` \ MATCH ! 200.21E .. :i 1 198.95C(E) ` \ 1 MATCH (E) 199.150 \ 11 4.45' CURB \ 1�E9 PROff `•,\ - 00.89TC 199.717 \\ 196.9070 C { .MATCH \ Sk, ` ` 5�tow,�'f$� RIM 200.15 200.150 200 9 240.5070 200.2470E 199.21 G MATCH E ��!: . / .` Wgsy ,•'...:', 15581 + yy ® �` _ MATCH (E) 200.486 200.000 199.706E MATCH (E) ,1- ~ ]•�� - • •i ............. /hcTON ` _ r ilk RFl-70.1 -- -- ii . -_ _-- _ - - -, 0199 • .r 198.79 I • \` 'S0. R ter,,. ,p� vn/411P ,t--L-2.. _' - f - - _ - 196.806 ' MATCH too as. ,9°' S�r n 20 � ..X 'X - 9 - x X X -799.:ore I in" \ FFR pc'( RIM 198.05 r ---- ` •__-�_lwz I � - 1 ------\ \ 199 60TC 200.1576 \ 199.7076�'� G -� q - _ .... C KO;K END WA1, �, 199.10G 199.656 ,99.200 199 199.000 198.806 - 198.75TC C �� I EXPIRES: 6/30/191 i J si sfl sr, ISg� f. _ \ ' '.'... A N. 199 25T 200 200 -- ' vi. • 198.6570/6 i,%.,:"...• ,98.5570 G i ` I i 198.756 -------- - 1i RIM 198.80-MATCH 1G i��/795 •- .r g@ 799 ,. r 198.4570/6%, 1 AA i- ]9910 / 198.25 �19� \ - 198.100 198.856 -- -� --w i• /� yp ••• client: 1 198 / .��_ �.- . F �� 1197.5% •\ �,..i- '.'ll J L I L - --- I` 1 1 .i 198.75TC/ 197.5% •\• 197.850 irr. __. _ _. - 1 � 4 198.256 " 0.40' CURB 0.40' CURB `� 197.600 . ti 1 1 .i 2 11 'II 4F.� 197.45 197. 1 ` END• WALLI ., i -.....›,......--- 197.60G 0 x 198.00G ,11I TCG •T - - ------r _ �_ I [ I 197 196.ea n 1 .... s.,[. } 11 H --"lar I ---- I 1 196.106 r: :. I i I P �'�-< - 196.7070 C - ' 196.206 720 NE Grand Ave. I+ I I ,I 196.156 196.600 _ j re[ "197 1 195.85TC 6 0.40' CURB Portland,Oregon 97232 i I I! 1 197.BOG'. _ •S;I. 196.100 fill 1 , o • 1196.856 _ ____ -� ----� j.-;, I - - i ''196 m 7 T _y _ -.1 I 186-- 195.9570/6 i �I r ProjcYrL !1 1 �� 195.46100 ! Illi 1 FTE '.90.50 u ,ss.60G ( New Building 11 1 } r (SERVICE AREA) I 194.506 \ Tl2f/ I,1 i /I I •• C' - 195 I 1 195- ' I �1'� - 0-40 CURB .j 195.456 . I 1,I / li 11 -,96 I Tc4.40 �_� 195.00TC, I r1 f .77 �l .� _ Y 194.20 ff r li: �194� 194.50G 59 I. • 1 f ., g 192.450 - 193.606 I 193.356 ' SAWC� p� UNE.TYP. 1 -- --1. • re iE=--� 193.10 E 1' .20 1 ! li - TCG . ' TC 10125 SW Washington Sq.Rd. ! I �' 194 -- -t ��`'�` 192.93E 194 `1 Portiand,Oregon97223 ! I 9 I / v 1192.3'5G -`gam I •.`•�� `_+ 192.356 II 5��---- _ + )�• - - T - - - 192.85TC G - I r I - 193 191.156 / ;`. I.i Ai 192 !) I' \ y - Sheet Title I ! r !� rn �-. - -�_ ev vl/ • r t * • ,. 1 193.1111 192.606 )92.05TC 193 j �s 1 1 1 �y`' o ,92.4Q6 ,9,.656 4.4Q CURB _ 1 / Grading Plan a^ 1 I r ,9,`750 1 1 193gill iga�earc I 0.40' CURB It::; 1111 ( / North ' l !I Ir`� - 19 it I"i'I I I U - e �� ` ��el 147.55 191.65T0 C t9 A_ r, __ 1 If j i:• 7 \f~•s .0 -a ,- 190.456 ,�e.qt • 'TCC ---�-- 'yJ 193.000 �� 196-606 I MATCH L 1 I I "1 .�193 4570 !IC J I III _- e4 l 190.45G i� 1 eo.4oc I *I ` _ - 192.950 ■ �, - 190.1'5.0 C 1,144101 - MATCHLINE-SEE SI'EET C2.1 , + I I Ir 1 y I 4, 'r 7l 190.9070 ,� 0.45' CURB- y •- , I if I 182 1 ■� '190.250 • 190.406y ,,,/ / r f 1 1 Q ! �' ;IL 1 791. .- '• 190.35C \ - ! I 1 I 1i- --- - ------ _ i' :a�� _140.206 �w- 1.r ?:, • •,, r ` _` - x 1 I l ! I RFl-78 ph :r.I-Ali , •e:.J •1 r7 169.700 RIM 189.50 -- - EXISTING 1-STORY ' f �%4 \ - \ BUILDING 1 1 ♦ 190.106 19Q.10C \,89.606 \ -192--- - II I 1 1,r , r�. ii _Ir �, . r I`\ � - ` Hevsiolt€I !1! �/ 191 I / tWrilti r, l�..., 189.956 -r 90 189.850 '� �ias+r aie z sari eee r I fir.,. sl} - - y �,� •a _ r r,,u � I MArcH r r +l I � 'g'��I 190.95 - - ` \.?• 90 .189.506 I;i� ��` 189.950 - a is.w.mu s. ka.w.9aie 1I ? • ..� � I �A._`A� EVER m..,ed [333 933341121 1l .� r 196 RIM 189.25 /►�� \ ^-'` /M1�l I / a ge�ya�s a arpie I ,. �. - •'\ • to cws ra..,4ti ncar.�,.�n rl ,I ' . �., I .� ``.� �. ��: r ` i, �5.wir m[e a �e aw��r ie Gang 1 •.1e:t, .....4114,_, 190.606 GB j� '.r• '.rr / �8 $j�y�I RIM 189.65-MATCH FG• 000Te tt„�,..,,,R.,n• RIM 190.00 eI `-■ ,- . .�.. 189.506 �4�4 �19 �. S, h14,1A0.'jS-MATCH FCS 9, x Aug.aie [o.a, . . Swaural P�Pevew General lkmw _ 192.0970E 4 is nwrK„�pole FK 140.5] .�•r , e / ' ,69.850 .....":-..---,1&%,,,.„.4....„......l MATCH /' 191.676E 98.047W jy__5p_��I I I, (SERVICE AREA)'v - -- ----_..,,,,,,..4r4.1, 190.150 > - _ ,- 1 / •e :`': ' MATCH * L / Bw 6 RIM 190.3!)-MATCH FG ' ry> -----\' •�� ` \- '89 \ , ""----„, ,1•e r / '� 192.07 MATCH ■ I r-, 1 � .� '' �1t 1:9.8570 0 ��f. RIM 189.25 " 'it TC G E Co FG I •• Ill I 190.206 --, - \790.500 �!. UNE, TYP. 190.150 192.07 ` 1 FIE 1 \I ` �• ®�_�� • -I _ f! 189.5570 G _ •3?- - ~. TC E 189,00Bei - 191.00 1 I --'- - - - - IZ' 1 END WALL 1 -. ---1 --/ [- ,- SS • - .,,, �' 192.01 rod DESIGN snow P c,2011 �� 11 ii• I '� / 1 190,SBTC/l .;•-, 411111411-p,4%,..,,,_---- MATCH 1 S /g� _ C eueee,,,■rtrs�.eo� -�� tj' 190.55 1'0.65 I' _ 180.006 190 - `` i- ~ -!1I f 411.1` , ICE wumcs u�n¢Porn Q a��}'( 1� ♦ . �`� (t ,aam,omrw CROUP,P.C.,ero ME ]meq 5�1y( -► e- INC PrICK 111.r44.1 /4'.y it C `TCG I r \ 190 ,90.306 188.SZIBW-WEST t�` r 1 I /moi 1'.x,85 _I ` - `9 1' '.Fl..la xor..RE 0E T CO mom=11 wr 'Si; �' \ RIM 189.50 + 19,.42 - a°f ar�ra�n��e,oeswaar.e - -- j \ '+r� ��1 G , �,�y� 1 aa.4o no \ MATaI I ° / . " L `1-Ciat�..i ` +�1 Tc c `-- � r:,m `. •I. . - Dare is August gals I y tf e -1 `` n,,1- 1 -. I ilib;:: �� 190.306 \e�1snM } r ,9095 >g '� 190306 • '.'lt. Drawn Checked bwvsE kIM TD EL I 1 t � ,r ��'� P I 190.75c ,lt r a ew To _,�g�,Q� by: y: 91.00-3" ABOVE F01I I 19�0Sp0 r F �I /� . �♦I_4 Sr90_, ♦ P 1 , ; t •�` ® � r• RIM 1e9.90 ��►arcH1 ¢ 1 1 ! I II ► // , r \�� 190 89 •r 190.006 { ;MATCH FC ' AS KJK r - 444 �\ I I • I , '.�. '•t + %/ '/ ts0.30 \Rfl-103 ~ v•-' •-"•-' r 1 TMH Joh Number. 17260 • I .e�E ` 1 s6.6s/ re c _ `fIj..IIEB I Sheet 188 507W .� 1�I ar ��' t1 190.36 190.20c 'It t• SCALE', 1"=20' V� I t87.p06W-WEST i' . P,[ - ,- \ 1 1 k _. 3 1 lit_ *it ` TC G /�� 0 0 2G 40 11 �' \ �I ii/ \,80.55 �' �` Ss - 189,9„.• , .�� For Construction Set - August 2018 C2 211........--- 1' f ,,- (93.000 1%4o-- ' 9045G / 1',•q 190.606 'TVG �4 i �, , MATCH - -- `.-- /i / \ ;. f f r If1TFT7l / 190.406 g / L / 1 - 192.95TC 190-a5G /!� 7[ I r IfJ, N 192.956 fes\ 190:90TC 1�_1� 192 / �0 -*--47/7/7 J ! I \ y+'1 B2 1 r. , -'.41A11111110. '190.25G ' 190.40C ,� 0.45' CURB- _ -- MATGHLIl4E•8EE SHEET G2 ! , / 1 -.--512--------'11t ---- - .I __- ---,--- ♦ , t 90.45rciG r t - T 6i.C�' // MILDREN DESIGN GFIJtEP,P,C. ! / ! I jt -•�` •�� I� _ .y190.35G \ / / w�mazv� . ��eviamc I I l 1 ♦ 190.20C ��'• . 190 _ I ,, q ` if 7650 S.W.Eeveland,Suite l20 7 /♦♦ ,'•,, .r:rl u ' 188.706 RIM 189.50 ` _ -182--- - E%IS BUILDkNGNG TORY 241 / Tigard,Oregon 97223-8692 / ♦. 190.106 '19p.40C \189.606 . ��/� �\ Voice:503-244-0552 _ !! ��..♦♦ I� r�1h�� le9.BSG \ /� f Fax:503 244-0417 o. 191r+,-� •,., 5 e^' •a 169.956 .r,.' `:+1 \� ` '•' [ .- /I - _ ` �♦ 9p -,89.506 1�• ` 189.956 ~i / 0, I 9 i90.506 /♦♦..� i IBD I RiAI 169.25 r► .� �� \ r ILAK --)'y7C •r• ♦ I + s.= �[ / ,90.606 R}M 189.65-MATCH FGRIM 190.00 ♦ ♦♦. 189.50G / �� sy'O1) RIM 190.26-MATCH FG'--- _ T.M. RIPPEY f l FEE ,40.50 ♦•. ♦• •, SQ 2/14 -f •• �' •' '=' o `` 19,9 .09TC E CONSIILITNG ENGINEERS I - __-- ♦ . 189.856 MATCH I \ 191.676E 198.OpTW I 1 - �� {SERNGE AREA)Y _ ♦�A♦ •r _- r /� :s,: rJ B1Y TO 7650 SW Bevelend,Suioe f00 72" SD MH - - ♦� 190.156 '! tBg- µyd{ Cg 192.07 MATCH Tigard,Oregon 97223 RIM 190.30-MATCH FG '� 1( .`' 1r`-`\tet ♦•�� 7 ` RIM 188.25 i? ' IC E (E) FG Phone:(503)443-39C0 u 189.55TC G 'I[ ,. 189.5DTW A I / I /♦ .� - 190.20G 189.55TC G 190.506 ` UNE 190.156 ♦ � 142.07 Fax:(503)443-1700 184.006, e I I c f69- ---- ---'- 'e��i�� --I �� ♦ II \ rC •TE END WALL 191.00 .`! I /4IP s _ SSS 1 I j-• - �„r •, ,n ` "` MATCH \. AN � 41111111p, TC2G1E �♦♦ 1.765- i',.� ., , 19D.000 iA ♦� \ 190 ,:� v 189 WY( \ R4� ••., . TCG ♦- ,TCG p 190 - / 1911.306 \ 11.98TC 4r �` 188.508,-WEST + I I j I /.,sem ♦ ♦ 1'..•_ �, Rill 189.50 '} _ 191.4 Q �`�Q�E0P(1f�rJ� m t _ ♦ ♦`♦ TCG \�G/M194�T.C4H`7f",� - y;Dint+ p 11 a i �\ ♦- ♦�♦. '7 "I be`+ +�1 Tca.ap `� / ` V \ w - ,. 4� • 1s6w + (E, SD MH / ••e- `� ♦♦ ., ` , .ry I \ \� ph. 7l `' •,>rll \ �\ 1 �r RAISE RIMS II -1. 191�00TC •---2 •-... /� , �ii� �� D � 190.306 I \�- -190.750 190.300 \ \ '1.9"., l9 rl! d BMI TO � ' .{4j,., 611.506 \ `i :,.71, 191.00-3"ABOVE FG �I ' / ' ' �' 1�' ♦ �l� 190 �18g .+ \ /.180.92 MATCH FG :�. •r II 1. .,. •• t MME ! `//.,. ' `I��`!4r s •,, \ \ ` t CB MATCH --\ /• e CARL KORO„ --- ,7 ^ SS ...u20.40., PoM 169.90 r , �' EXPIRES: 6/30/19 I I, 1 IBBIip� �, ,�� / 18636 \� ��`►!I ,1in.65(El! s 190.65 1C G " • ,, MATCH 190.900 188 50-PN % 1,�1,'` C G , ?., \190.206 ; �J� ., / f87.00BW-WESTt A. r •, c • . 7 1}4' X41,, G SS - ., ,u Q ;'�\ e \ 196.606 t4 n 190. 1111X2 • \:' a L t l/ Client: \ \ 1 ' ♦� 184.906 `--t FT7 191.00 •,•- ♦� ♦♦♦ ho �� •I� 1• .AT , t _ _186- ' g � ` ` , 190.606 \9 1 � JLR MODULAR BLOCK i ~ 190 , . ,yy'' p `i'> ►♦I P' t • \ a9s5c RETAINING WALL. ! `� 'lbQ �i� II S 190,50 OIL-WATER SEPARATOR 7� 190.056 \ MATC4f ESEE GGN 12. -I \ k4,,,,.. 1 \ \,,� •7• • TCG _RIM-90.00-HATCH FG _ 1 \ EMD SIDEWALK r I 1190.456 �� 1k � 189.60„ CONSTRUCTION , f r ,, FFE 191,00 ` e� 6� ., ' (El VEGETATED 190.256 �� 0 /7:::-.------4./ % 7906 \--- / , }9p.40TC G ,a��+' 1� e. CORRIDOR BOUNDARY \J�9 90T„ -\ �• ,- ,• FFE 191,00 C - `t 747 190.75 , !I ' A 1139.40G •, 1.11 it 190.95, r d / L / r ..... TC G 187.507.y! i •, r � iB0.306 1.1 ^'� a / I /, , / / \ - - .. _MATCH ��• 720 NE GrandOrgon 9 85.00sw-wesr _ 9o.lioo 1sp.B5G / / \\\I/ / / ti f Portland,Oregon 97232 ;�\ / sY Tw \, 185.50TW i \ 189.856 ,t/ \\ Q ' \/ �` © �E,191.00 / ` ,• /i A �\\ ,�/ ^l4, t9100GC �� •� ,•:`=e Project: ,Bs-anew \1.4 Q �' / `_ . ` 1 �I �y`„a , ff END WAIL = _\ , CI �/ F 4-....PWR / // ` /� 1 ,I I A.. 7 \ 190.656 01,441/14,741111/00111111.r _ O �� . 190.956 / N. / / , �� AM ;yv1,. New Building so �/ ( ! Ailli I !`11 S o i f - r - "1[ y •,,• 6 / RIM t 00 8$- � � \ � \ ll`'b� 190 SOG , / • \ do, J • :�� R !-,.-..-41. 44,:-......,..... ��i ` V, SETTLEMENT PLATE LOCATION,TYR. - ...I'.-,'..) / / Y J - I♦� AjjlWppN AEMOVE y J 41. Sp ^ SEE GEOTECHNICAL REPORT, GATED / y f • / ;` r8 i ~~ 190.5 - 4` S �✓: E SaN MH _ .` •\ S_ NOVEMBER 13, 2077. ' .� ' I" F I`\\\\^ \� ) ,[ ' rOL • 169.996 1 1 "`. 185.00W.... 190.50G ,9o.soc ` . ` / \ + ti YJ 19125 MATCH (E) w�,� ip 10125 SW Washington Rd. �X� • `` / \\ ! / SQ yo y B� • 190100 `f ! , A Portland,Oregon 97223 le `._- 171--��.c� W!. �` •, 7, \ s / r r C / o I a: r \\ izit " \ \\185. 7Al, -tet ` 190.000 SD` S` •A./` i �. �• �/ �' �- Ir to RAIN GARDEN CH RIM 168.75-' -.END wAI1,`: �' \ ` ., 'l[ •d 1a ® \ / 190 p $6 if ■,!!. .....N.........._ � � 190.206 \�1y 41t ` •, , �$ / r -...1 1 ,� I-'187 _Oil./ ,:'mow, 190.89TC sheet Title: _--_. 776 ,.. ::rtl ::4 = \ - A �'+•- ® / \ I p --L.: .._00.0.1.44. 0/ 190.256 f � ~�� WALL. SEE GGN ,2. �� \ ' RIM 188.35 f8B\ 1 •, "`1:":.,25°,...?::: \ \ -1,7:6-_,.-.-.7,i...7\ .,��. V� ,es• yt. \ `�..� \'-\ \ / L 9Q.30 ' ; . MATCH(E} Grading Plan �\�� \ \JL. .� ` AIM 1-90.55-MATCH FG, t.�• O r ._ _ 196 190.006 • ,dT ��. 411W, h South \ _ I ;# ,85.006, .Iy -ii t' :• u> '-f88-`- 190.506 ��. • ��COAPopOR BOUNDARY ENO WALL�� ` ti '�•. \w� r /•.. ` •e:1 1 ; 1••r`+1 .� m ` .� r�' e [Or s \ `I1j = VITA.... �^ 4' �,1`t,SS - 187.566 188 ( ,w"n 7 1.: . WETLAND BOUNDARY ••.\ - _ �� . rrW • ' +1 `\ 190.506 : \ / .\ i ., iBO :..� n =_�`^ �� `��' \Q \ 189.000 SO189.306 \', - : �� 1\, wEll_AND BOUNDARY -, ~- _� j /` K' '' �It -.... ' _ I`� c 188 169.750 4+•. ��r �� ' BO `+ a:[ 7 +::a+: RIM,180.25-3 ABOVE FG �- ` ` 189.906 .' �,:' �`_ RFM ,87.00 f� �i��` MITIGATION AREA j eQ,i ��i ,. � A4 • :' II '-� Ai ' \, �� -. A 76 �i � ` 1:.7 ■ 7 ( } 1 _ �'+7+,�' „...._44006„...:„...„„r. .4 "1"��s�,., ''' 87. OG 187.506 J T 191.358, Revisions. I �� \JY�, `\ l tires ti� -R 44` ti85� I 765 :: 7 ° / 1. :i wr A3e z za rnr ase _'�•4ikB /jE. .. �,�r /'•,.......,,Ii-.„ # -4'.. .111:471,%al '188.000Ili l.^�' 1900084 wwou,..M.m n�m.a,w . 7 MH :: e L a � ��.!� ,U - _ /�• s mJaae a is mse RIM 190-00 180.003w Hp -••••717-"--,5-:'.......?3'�- - -18. � ' 192.3070 . 6.10.�e cws s.a",n,: „1, 3" ABOVE FG k, '0�-- ..y / 191.506 a err ais a wwr ase STpRMFlLTER VAULT 180.006w ,i �•1 r* _,.,I'~/03-._ .: - - `�' I ,� / \ MATCH (E) cwscan�„�n MOT C Camper. RIM 190.75 END WALL _ RNi 187.00 R� __ / +' / r. ie.wrase a i9e „ar�e 1 NO WALL W '~✓' ENO WALL - 'S' 0 000rcn.m.,n Ora w,e,�,�,s� - --/- i'8'11U `I ��^ Awe -- \��- -_ _.. . . ,: • MATCH (E) et + II i _ I EN0 SIDEWALK 4 -..."--.7............1"7.7",...,... 1 RIM 783.75-3" ABOVE FG = �[ Mt* / i9// 11 CONSTRUCTION ` ' • ` -� � ! / '//� 190.006, 1 /' - ' 1° l - _ _ 1 - e• RETAINING WALL. 111"' -7 1•'�' _SEE GGN 42. 7 /\�/ 1110 1 .t_` I i ' I I r l 189.506, eu °n�i,c°yn�pa.c,w,e __ 1) �- - m yF„ETATED CORAIDOR / / / /J W orterne 10.rue c.....an°v V-_„.........4_____ � --eOLRAdI1Y - 1 -- \, ++ MRIGATtON AREA 1 c ARE // , '//// / [" no e[veEn OP Re.a�,+O:MED I.1 MY --- _ -_-\^ i82-- _�. 1 -/ RIM 193.70 / WM ,DWI rue rte MOIR eaTrn, 1 WAN OE46i CRF,/.G __ --}- t65,=ti ti Date 19 August 2018 OR H .2 _--_-_---- ."i-..---_~-tom-- OORRI00RA�BOUNDARY /,:r i Drawn by: Checked by: l7 Ora r -_=187 '_ � �� 1 AS KJK WETLAND BOUNDARY -- -7,---- - -_--�- 9 189-----,.' y .' • - 196- --......5'-' /[� TMR Job Number. 17260 y � }-�ISCALE: 1"=2Q' �� Sheet �/ 0 10 20 ao For Construction Set - August 2018 C2.1 \ \ -.. --. hLifA \ MIIDREN DESIGN GROUP,P.C. EXISTING . , BANK OF AMERICA IA 1116... ` ARCLATTE:R1ae • Vara PLANNING BUILDING 1 } r / 765)S.W.Bereland.Salle 12U 1 1.144/4.t..;.:I. t Tigard Oregon 97223-8692 I il ,, Voice:503-244-0552 I i %` - Fax:503-244-0417 ,e41 '---....,,..„. 1M K i '�, \ T.M. RIPPEY \ - .rte` / / ON- _ ` CONSULTING ENGINEERS • r 199- / ` \ 7650 SW Beveland,Suite 100 \ \ ,\ Tigard,Oregon 97223 RIM 198.55 I i \\ -\ ' `\' ` ` Phone:(503)443-3900 �+- 1 ` \ Fax:(503)443-3700 CB RIM 200.15 24" SQ EE 198.15 .\ Sk, V(to t x* .3..• 0 1.75% 6" OUTLET I / W4 a.., ti 15564 4" .V Sy! r-- 45 LF O SX MIN. • 170 LF -,---c -? \ �^rp� ` ` r , r i •r• Alii - � ____...j.=. a199 I� , .• ` SO Rp y• '� 72' SQ MH t 'r i60--� '� X X X X -X / 1 ""•••........ '�q 1 0 OG. 25 R K ft RIM 196.05 --_-__ - �- >! 72" SD MH _ � IE IN 185.90 (24" E) 1-\I _ -- 195 66M 199.00-MATCH FG - N - - - I EXPIRES: 6/30/19 I IE OUT 185-8(F{24" s} ilir , SD A' SD .(_ / : IE IN 189.75 (21" N) - \ SEE DETAIL S/C4 :: a11 200 ----200,-- �' -IE OUT 189.65 (24" W) ` II I I I 185 _-ty8 I- 0 0 - ----- ----A' PERE `_./ - I SEE GUN 21 do DETAIL 5/C4.2,41).- I I� I 1 1;- 90 LF IE 168.50 -75 LF t IE 180.50 I' J Client: II ll I I I d r r f --- ., :=r r- �� lul•l 1I I 1• 1 IE y88.50 _ Tk 1 JLR • r11• 1' .` a 1 --198 i1r- -"-1•' �..I II I_ = -- • III! 1 11• 197 . .�7rr-IF4- 11'21•^;. IED 194.75 - ,...�, F. `. .... ......`e 'I + - 192-:-_ �t91�'- I I J I 1 \RD IE 194.65 --a v_ ..... _ -_.__ /s__ r i i I -� ! B,. SD 0 1X -�_ -, ,o� I I /i9y-� � - 1 • 1 f ! -_ -- IE 194.00 \�dl 5�0 - = 1 720 NE Grand Ave. II i 111 4 P 6" 50 0 6.0% r �'11E 193.40 Portland,Oregon 97232 1+f'r t1 �� 10 LF 1 yam; -,-8"I 1Q5 'IfR ♦ ' _ 11 11 ) I 11 ® _ I --ic 55 LF 1..I - Project: - il H 1 \ ,-74.1L. I i_II 1 New Building r yr„ •, FFE 190.50 5" SD PERF. 1 I 100 IF (SERVICE AREA) 0 OX \ ., J/ 1 i I1 l 7E r-1f _ 105 LF v,II95 /Bs- I f 1+1/ I1 ,:+,195 195 L I_ 4 - it_ 1 - '�• • 19� �+/11 i c'Ty , 95 15 60 RD IE 104,00 1X MIN.\ I _IE 190.40._-194 - � E !�I 1 11 :4-11- t' - •` Fid -194 - 103E syy '`S t/UNE,WP. It24" m 1 - - y 4- /_-_- / ••.�•.�. _ 1/ 10125 SW Washington Sq.Rd. 0 1.7% "19a 's. • - -_-- -_ -- --t-- 1 (wi� ' '; ._ 194 1 Portland,Oregon 97223 200 LF 1 IE 168.50 A�s.�� -I SOCO - � 1 -SOLO T I r •/r/�+I E 100.25 til r li II I ----- 193-`. FE 190.80 / __ - _ _ / 1 • , FEr188.54 •---to, iI- `\ M1 ' _- �- _�- -_- Sheet Tit) X r. 1 6" SD 0 1% MEN. ft 1 a; 793 1 1 193 \. �,^ r LF Starmwater Plan ' ! 1 !*� 1 � - �� i , - 50 LF ••e� `r - \ -193- _ '_- North f 14:• } -�/ O DX ...--+ r- --- - --_ r :• •e ir . O-192 \\ -_ - 11- ' I I •! 100 LF - 6" SD01XMIN. , 1 �_ ! il/6" SO04.7% 70LF 1 i '�' ,E 188.00 I,_ y� _ 192 , � _ • ��" MATGHLINE-SEE SHEET C9.1 SS LF 1 e„ gI• ' 1' ! i 1921 1 !I _ 7 . _-1,91-- .;I' i / ! 1' • 6"SO O 1% MRI. VALVE IN BOX.LI Is. •V,��' ��.• 190 - - _ _-, ur �! a Il r! 11 O 4.7X / IE 168.50 t'I�.�� r • L. ` l / ` - - -192--- -j El95iR1Gl-GTORY r+ 7 20 LF SDCO SEE GUN 24. - "illy. 40 LF 'I, 0 I f I IE 180.20 6" sn 0 1X- - --- ��.•4 ` �,*RIM 189.50 -_ \ ' �/ RcvisiotL� I• •/ --141 --- • ,• / i - 416";‘,.- �I` 1E kB7.00 - M1 //� L re:,rmie a a+ar�ie • ..'. IE 188.50 : +. • + i-....or IE 187.80 '0 1.`j. 4A1111/›.,,A• :» �• � a s,w.s:e s :s line 2:118 =V; [� IE 186,45 I \` I i \ \ � • 0 �` tvrxt cwssw.�m ='_' A� RFi-112 • '�. 190 :A* 411 80 LF / \ ' a 9.wir a+3e a iaaw,m1e 11:� _..I 6"SD O 1S MIN. X10 LF e.��. r I- _RIM 189.25 ,i \• `'\` \ --�__ :' r i • ewsc�,�,n rworm nRIM 190.00 f \. ;r 0 0.5% IE 167.60 _1>\` ." yr RIM 189.65-MATCH FG TOLOTCoroyenu+v a�19 ik1IE 187,E F • I ' ~ s- !E 389.00 ��', 15 +� RN 190.'15-MATCH FG Gongr ,d 6" SOO . • [" SD Sp • , 19 ., �'^� IE IN 185.40 (6" -- IE IN 1879.80 (6'' SE) ' as:Si�eraso .w c�C ero 6" OUTLET, 187,10 FFE 190.5) 1% MIN. IE 187.90 O 4.5% .. 14 Novenrxr MIR i� �_ IE IN 180.25 (1(1 NE) IE OUT 179.80 (18" SW) / \ 0 2.5% SERVICE AREAKi._ 50 •LF /��, 75 LF \\'� 72" SD MH '- I II - 97--- _ _1 ,- -- . �4� le OUT 160.15 (18" SE) SEE DETAIL 5/C4 RIM 190.30-MATCH FG �. �L., '_ - - -- 5 • � f-' •'n• 9- .�'''''.• �� •SEE DETAIL 5/C4 _CB 6 IE IN 181.35 (24" N) ` 'ti r .�.. I ,� s�j/�,•' S�X �� IE 787.40 I® •:`� �` UNE,TYP. 1EM7189.25 86.75 \� iE OUT 16120 (24" SE){f) J 6" SD 0 0.6� ' /!. �, \ SEE GUN 21 & $D IE f _ F 20 LF i _ 'r �►� �S ®_�•�r� I t Il!SO' arc `• 8•, T ` •nava aesm waw v c_aril DETAIL 5/C4- 187,00 191.00 IE 189.00 ``� •rr fr. 89--` .,.\•` ` ` O1X MIN. \ lY7�_. .0 mans resso•coe THESE 6 6" SD PERF 0 0% g'• SD ,� 1 iy L 100 LF •,t '�� I€ 188.15.../ I , '' • 190 - _+ ` �� 190 E'• * . I asen°Aocsw METHE OF (E] 24" STM , l II ` • s- 15 X ie^`�► �• F'0 0.5% 4`11H :' ` IE 186.20 d - _ -- . I 0 2.15% Li s��- �'� e• 4,04-'4e S, nor m ec usEo m:awou+otn M.wr 1 0 30 LF - - �.t. Q 60 LF r, r f6Y 189.50 0 0.5% + ue+aEtl INCEPT wtn SIE PRIM WEER 1 IF - .. _ �i. �..�r�+ `'�� 1 - IE 187.10 5 IE 107.00 70 LF • '. ,\ nneassw OF:taut•em IMP,P.O. 1 �' �� .•rat ` b �' , \\ d Dale IJAugusl2018 (EI SD FSK ✓ 166.60 •D 61 SQ O 1% MIN.. At �� .� , n-_ _` O O.5X 1' 201u .�� 0 2% AIT RUSE RI a EL. 1 > 8" SO - i /' �, __ ,lis�v si 55 LF I �1• •f w Drawn by: Checked by: 191.00-3"ABOVE FG •. O 0.5X / • -_ '. . �c/ `� 0 7X 6• LF `y97, 14 LF •- y l - I IE 189.00 �\\. ` ,.fes__. 190 -.-f 69 25 LF `• AS KJK IE rai.17 (24" !+E} I , - F� _Rr I 1:.:. 6" SO ,ftt i •/1 s 7 v //` •• • A - _ r AIM 18990 - 1 IE Y80.95 {f2" N} 1 : '�:+t+>tls� 6" 50 0 1X MIN. I O 2.FX ��•♦� ` IE 186.80 Sg �` �` a IE 167.40 - 1' TMRJohNumbec. 17260 \� �'� Rf1-103 d IE 179.63 (24" S) 11 10035 ■ 1071, 1 ' 40 LF •��`r \ r •, . - \`�*r SEE GUN 21. I • ` ' $� E P • 07 <.50 I RD IE 188.5 17-' I �1 •`I, `, 35 LF ��•. 40� �.I,, SCALE: 1"=20' Sheet 1 '1• k3 6" SD 0 IX MIN. 31 h e ��i� ,� ,`� IE 166.60 / e • 0 10 za 0 1t 0 0.5% 5900 lE ��j\ ti /7.444111111111;--4111,..1': SS s - 1,3 ,66.65 ui \ql /L _ � 6" so \ _ �„",M , For Construction Set August g 2018 -'-\ / 3 4 r 1 1 r 100 LF [1111 1 1 1 I 6" Sn a }7. MIN. ^y�� 11 � ' I _ - 192 l�yl 6" 50 0 4.7�e • 0 LF /� E 188.00 - II 7 II 1 192-.. 55 LF I• ' ` AAATCH....•SEE SHEET CE _ '11.1....n... ..11'' _ „_`* _ __ vA2•�� " y� / / / / Mf1DN DESIGN GROUP,P.C. ' f I 1 1� Is• /RD IE 1,1x94 Q �� ...� ` 191- _ ,- / A1tC7QTP.CrUeE • �Ac�n.Ar,2+»Nc I r 1 I RD Sa 0 1 x Y,N. 1. • : .I•., . �. 194 , �„--_-- x / a 7650 S.W.Bcvciand,Suite 120 1 ) 1' a„s4 VALVE IN BOX ----_ . / EXISTING 1-STORY e 4.7X E 168.50 / R " • ' • `� �� - / / Tigard,Oregon 97223-8692 1 . --i r , w ~-102 BuiLDINc 7 If rl -.24 LF l- eaa0 /' SEE GUN 2a. .... ►A� ♦�0 LF • , \ ` ��I / Voice:5033-249-0552 IE 188.20 �' , • 4. , '5 LE . • RIM 189.50 \ �� Fax:503-244-0917 ! l -19, 5 0/4 187.00°'`�� IE ,87.00 p j ` / ) I IE 187.25 :I IE 188.50 4 - •.' � ./ ? yr IE 187.80 - •. ' ` / �` IE 186.45 44,111. .4 0 - I 1��///// I' 25 54 O 05E1-1 )' a0 . r:" y 190 I f 1*.Hi. . O 2X �1\ 1M\ BO LFi R� I6" 50 0.1% MIN. 10 lF •.��. • f189.25 , _0 0. % iRIY'l94.40 + E A>ii, 15 LF E 167.60 . , RIM 189.65-MATCH FG T.M. RIPPEY IE 187.50 I I[ _ /•' , , IE 169.00 �� 4') RIM 190.25-IA4TCH FG ___ IE IN 184.x5 (.(61.8.,.%) B" SD O A • 6"SD IE IN 185.44 6" NW E IN 179.801I CONSULTING ENGINEERS s"ounET l 15 1F `90.50 1z YIN. ♦. 1E 1d7.9a a 4.5x { ) .• IE IN 180.25 (18" NE) IE OIfT 179.80 (18 SW) 0 2.5x I. (187.10` :.- ~ ., (SERVICE AREA)'4�_-_ _ 10 LF .4 - • 75 LF 1 \`l \ IE OUT 180,15 (78" SE) SEE OETNL 5/C4 \+� 76565W Bevel 225"1345 SI .1 . ► �' Ti ar$Ore E1n 997223 E 00 RIM 190.30-MATCH FG !� • 8" SD O 1X MIN.___.-- 5 - A � �•" ..,. 9 SfE OEFAIL 5/C4 ` 8 B IE IN 181,35 (24" N) ` i . I - „ O 0.5% �• 1 IE 1137.40 I LINE RIM 189.25 - Fax:(503)443-3700 187.00 w ` '* PMone:(503)443-3900 • ( ){) - - 1 1---- �A. 45 LF �.. !E 166.76 1E OUT 18}30 24" SE)(E) 1 4•' SD O OJSX 1 t tea--r_ :r _ _ .� _-- _ i II • SEE GUN 21 h 5 LF 5'I _ I 11„ - - _10 6" SD PF_O Ox i .-.~ 190 -\ _18695 100 LF 700Zy5fgv// . 1 • 190 i O 56X 4(F) 24•' STM 1 y i8SD 0 05 1 15 LF / e � , '' 0 0.5% P' = w 0 0.5% ! IE 186.24 w MI MI- ,I _ �(.9 PRo. 0 2.15X 1 A60 LF • • RIM 189.50 70 LF ` \ 'a i'a E N� s/ • t ` 30 LF \,�A`. A IE 187.10 IE 187.00 \ w ( Al, - V } fO1 LF �.4 :1 :: • / \+.` ��•'�A, / ‘)", ,�- 1 c-/ .� \_ of _w S 4 15501 V 50 MH y_ �66I90 i 6" SD 0 1 X MIN.. / `� • •A ' ,` " n, - 0 0.5% • S. `0 1, ".O 7, '� ., \ www _ S p I .0 2X RAISE RIY .� .. .QAt ��•.•,Z. ' /'a �p -ww 55 LF 20 LF_ 50 LF 25 LF 1. lip1 .' ._. . _� 191.00-3" ABOVE FG I I ' i O � !, 4- - F • `, •, �, ..'`/ `� J ! o \ \ w w/9i- qty se.,ez I I - 10 LF F`' ! IE 789.00 \ ` d0� 1.0 -89 . �rq OG IE 181.17 (24" NE) I I :F - :.: • :--- 11T.1/2* . 6.. SD �, S..11 9 !.` p - - . \ y: z 4 ' R[ KIP PC' 184.45 (12" N) I (� ••�• 6" SD O 1X MIN. I 0 2.1X ;� .. IE 186.80 RIM 189.90 I I 188.75 w . Si `\ „ \� �'rw41E 187.40 i EXPIRES: 6/30/19 IE 179.63 (24" 5) _ I 40 LF ®�.�J `w , SEE GUN 21. 1y , soca 188.50 IE✓-- :7- -- -II! �' •` 1 i/ �,` ` w ---35 if • �Y ® *• I •_ a1 y - 0" SD / , • 6" SD 0 1X MIN, / • / / �, w IE lasso SS / O ;v\ \ - !O 0.5% 196.65 _ - �� ♦•A� w , . ''�� :- , w 41 Client: 24 LF o 1 M • FTE 191.00 11111%114.4114. .\ 0 1% y0 �� ,g� 65 LF �• 3 � . 40 LF �� ` \ i ,� E1Lft y w:��_ vO'5x - ., ` ��,�4•� ! ; `1513... �• I. v , .w -\ '� I 1\ 630 LFi SD tl•1% MIN. AQP �I II , .v/�� •�� IE 186.20 - OIL-WATER SEPN7ATORF y� d9� _ 1� \ , I \\ � �, `\_ __ RIM 190.40-MATCH FG / 4 1 1 1 .�7•., I I 'Ohl `�• :� �� IE 186.29 6" SO \• \ ` 1 Y I \186.50 VALVE IN BOX y / 17/ FEE 191.00 yJ� i ' w IE 179.33 18 SD e - \ ` i 185- \ I N IE 168.50 y - �`I O 1.4X w w\ ` (F�VEGETATED A" SD- 7 ••1 SEE GUN 24. • :: .• ti` � L / 25 LF - �Qr1 , f CORRIDOR BOUNDARY w 0 Q.75X 4 y �/4� FFE/191.00 / Y'O, ' SS i0/� 4' \ " yl,. 35 LF O 1 X - / •,�(' / ' .• i{ 100• S`' w - , 111141100111r. 811/ Por NE Ore Ave. ,4 LF 3 _ - /'- -- 100 IF --189-~- �A r! e 9.4% 1 I .w „R / 4 RP Q r� Portland.Oregon 97232 /l-��_ ® 25 LF i 1 • - / ,'/ /-',\ IE T89.04 5., SD 0 16% filliiiiiiiiiiti4 •� � �1 �t 1•, /: ` •^w•r• tAR / �'\ / ZD LF ,85.85 /4 - ''b •4 �� ' p 6" SD 0 3.5X :E/ 191.00 �J sa \� - 3 \ =C 10 LF .__4 `�` - - © / �/ - - .- i� I, w j _\w it 187.5o 1. l�4,1441.140. • < << � �i��f , 188.15 - , , 0 194+ r _ �V w +ii� ss \. �'"� �►♦ .� --' New Building • ' . •�`I/ so44.... e Qsz •C. w hd 45 LF y A w ...1....7,.....„...-....,(E::1:;.2... `�'` 85 LF 25 F �! ��IE 186.55 • • y 1 �� p8 w /AN • o O l.aX / RIM 769.00 •1 ,68_ y ,�1 w ►., ► � 0 0%• :• • .1 :,1 :x 1.1 -�f 60 LF / AV IE 186.70 1 \ 5 LF r+ . 12 LF ,I^' 6'• so o•1X MIN. r /;, •s��sD O 9x //� •. :'4F 26s L7 # ` ABANDON REM4VE ` 1111 I.1 jam[• ` .w , .6- s0 tl zaX , :SI IE 177'27 • \ \c\�� J�•, ,4� $S r�,� r !/ c�',� 24 LF ..^' / t .*Y SAN MH •� y 1` ' yy,,,, IS ,� \w`w'w'�w 65 LF w'. ;:.�� / i - • RIM 790.50 ! 191 25 •�1 ww ° _ ~�- IE 187.50 •�I I' W.� w`�` /B>,\. ' I �� / • • 1181, j �1 IE 187.50 10125 SW WashinglonSq.Rd. flii w �qq w •w\• w\ w, .I;. / \ 0 1.4% • • J Portland,Oregon 97223 { +1�w w w\� w B!. 'K \. � ` y I 20 LF 185.00 S`i • i 'f' 1 a,:1 • w w\ w_--177-- .cc�� \ w w w \�w$i :�g�\ 50 SS 't 1: /' •' 1 / • // A50 fine FLOW-THROUGH DEN w RIM 788,75-' ` \ E•' .85 \ •,.• �� 55 LF /, 60 IF ' / ._- r ��, wSE 1RAIN 40.50 Sheet Title 4440 IE 186.25 .„*...,...."-‘N• ....1.- 1 , + \ Alt t /x'157 _ A • .6" OUTLET •\ w�j --� ' Dy. 1E 182.75 , • t 1" . • ,. / ; ,/ r 0'M ® �1 i ...Mai/ BOT 190.00 w IBJ w \ '0 0.5X 184.70 / w J . r 175 SF BOT AREA --176---- `` 50 LF / �� • O 1x "- M a 1ti �\et\w ww i 35 IF .• I ry 189 \� ? �+• I 1 ,•4 rSEE CW5 OWG. 797 Stormwater Plan filgiiiiii w `w ww 'N7mow �w RIM 189.75` '• �tL+ 6" SD O ISX I -/ ww w/ �' 1 i �'�' SON C4.3. • w ' -.■ w -` :S ww ww , IE 187.75 . .a -20 is 199 _ . 1 .0 South w !` w �� ;;A �Y .: 1! -. �' � - 1.111 . -�,_ / ! PUBLIC \ _ ; a. 1 ...,`�w 6•' OUTLET 0 1 X MIN. CW fry `, 8 CHAMBERS 0 0% 189.40 0 -4?--......„ L ti a0 LF SIDEWALK CORRIDOR BOUNDNT'! �9w w _c 1 1 �tr.' A 57 LF 5•' SO "x.11 IE 784.40 8" SDYE 184.30 '- a EASEMENT , � ..- 0 25X IE 176.57 I8 SD - „1_t, ------ r 1 • .1• • . a /� 20 LF1 SS . . .�pF'' 1 • WETLAND BOUNDARY 'Q� - 1E 173.62 -:� w \--_ i• 4!'-� 20 LF • IE 181.10 ~Sp //' 27 /k/ M1• ` ` 20 tiF1 TVFRcmmmo cWs su...,�m 1 RIM 190.55 G - '� ��1 c....,a....... . 12Jar ,ZIP •11 : 1. \ IE IN 186.00 (6" NE) w� �• -,,6.3,-,70 LF rti� ../ /f / 9.1.0 a�ie E :s:mr ZIP STORLIFlLTER VAULT 1 10 IN 182.95 {24" SE) ) J, , 1�X15 LF , RIM 4 - ' 1 ! p .z..- RIM 190.75 ---I IE OUT 182.95 (12" NW) 0.1.6% = 197.00 _ g �'.n".yY..0 _ v, 16 i„»vu a 19•w•.Xie COOT Cm.eTeen For Caur�nm Set IE IN 182.55 (15" NE) BOTTOM 180.00 81 If ,` ^� II 784.50 w • / r IE OUT 180.25 (15" SE)....:-_, ,SEE DETAIL 4/C4 w w` at 6" OMIT, --- ~ /'-N 1 I //SHEET C4,1. • ��1 •I/ /�/�17667 - 1 RIM 18984-MATCH FG - IE OUT 178x5 (IBW} 1 'w 0 -- / // 1 721' SD MH ---.. E IN 182.95 (10" NE) _ __ SEE DETAIL 5/C4 • / 1. I ! h RIM 190.00-3"'ABOVE FG ,IE OUT 182.95 (24" MN)__ _ - l r is f 1 IE IN 160.20 (15" NW) - - - -_ 1 ,q 1 w f 1 ( BOTTOM 184.00 _ ` _- `t'_ .. I WORN oFsw+anaA P c,ams IE IN 177.05 18" E) SEE DETAIL 4 04 _ _ � ___T- - ---__-� / 4. fl ,,,i�, ,�r,�6' IE OUT 178.95 (21" S)(E) / ---��----:+•--(E9 CORRIDOR IED .I + 0 / 1 I ) mcsc oa.w..cs.at Mc npoarnn OF SEE DEMI 5/C4 - -- CORRIDOR - _ _ ��....// i a.1 F •....6. 182_ / / '/ / / wm.FN oesu.rnaw.P.C..NC PM _ E'-BOUNDARY BWNDARY ----.V! \ \ Il MITIGATION AREA //! ///�/ H rwT 10 BE IMO 0w.m'aaoecsn w PM 18183--t ...'•-•,,\,\__ _ - / RIM 193,70 / MINIM EXCEPT wT.1 THE MCP MTV '�-'_'�-~'- ti ti R± /// / •na•ss04.K uiln•cx 0Em1 OMR P.C. t 184- -1-: -'..-=`- ----- -- ///f1/ //.„ 1E 185.40 (15" SW) 185 -----_- ---:-L-2.-_-_- .--�' ��// • IE 184.49 (18" N) / Date, 19 August 2018 C4 -__ 1.-1/15-2,-----:,--_-_-- - -_ . _y y ----I\(F1 VEGETATED Drawn by: Checked b _ "- _-X186- � =- COSMOS BOUNDARY r-._- jE)�'_5p OUTFALL Y Y 217 1 Na, -----,87 - -~-- -• IE 182.68 WETLAND BOUNDARY --- -s--_. / AS KJK 194- = TMR Job Number: 17260 I SCALE: 1"=20' 61MII Sheet 0 10 20 40 For Construction Set - August 2018 C3.1 j -. � / . / 0 -.\,....... himm ". . EXISTING . MILDREN DESIGN GROUP,PNC. BANK OF AMERICA /..... \ `` - sum BUILDING / 1 / . 7650 S.W.Beveland,Suite 120 / I `8 Tigard,Oregon 97223-8692 I ��6 �� `\ Voice 503-244-0552 Fax:503-244-0417 ` -' z"......„.; -----.___ 1M K iii• \ \ i i • , '`, •` T.M. RIPPEY e ►.-I I \ CONSULTING ENGINEERS 1-199-- `!99--\ 4/' ~. \`� ` `\ 7650 SW Heveland,Suite 100 \ • \\ `_ - / �, ` . Tigard Oregon 97223 RIM 198.'JS i \ '� ` \ Phone:(503)443-3900 \ ) O ` ` ` pax:(303)443-3700 ( - I / \ \ - \ ��EDIPROFFs� STP v 4,*15504 4. o - - RIM 200.15 II �' O. a Wggh/vciG� ��5564 ! 0` PRNAIE FH 200 y1'R- - _---- - - 199 I -// `._ I •••• SQ ROS ze `A i1r ' G1. / 1- :ro 1.1 u X - -X I X -X -x -X -.`_ • ` 41k KORO ROA 198.05 1/,-_ I - _ _ NSCL SD � / L: - - f/w� -- - - ./ - 1 'y9 l^ �/ 3=" i` - - _ IE%PIRES: 6/30/191 II f II 1 2 -200'-��_- I p '-' �� I I 1' I t9B -- 199 RFI-70.1 yqp� 1 1 II ` 41, IIS 1 t -� CLC11l: Il+li ' l 9a yll u -- _- � I I° 1 JLR X111 I 1 4icim•MM --•~ ----- I -198•'+./• I-4 1 'r-- :;:l ��` II I r 11 � I , _161 1 1 - Ill I� I -- - - --�-197 " I I �. • • I _- f I \ 720 NE Grand Ave. II 1�, 4 /p ' ' t 97`"_ -' Portland,Oregon 97232 111 1 -- y� �l - 1 11 1 1 111 }I 1 . \` H r/- _ - -196. l -`- -- __ / Protect: 1!11 I iC \, �, y-- M1 I 4( 1J11 �� "'PIE (SERVICE 190.50 I- 1 r I 1 r_/_ //7 New Building I I f I /I l - 195 �k A95- - I -et �. �. f ) / I 1 `195 � � - � � � Y J v1 ` 195 if - a. %//////,///f// 1I1�fr1 \ u FOUR caFmNUAP ON. I ts4r 1 sAwcur - - / //// 1 --1^ PLUMBING PLANS FOR a - !� LMiE. ' 11 f 4 y ,_ _ CONTINUATION. -� �� ///:./ 10125 SW Washington Sq.Rd. 1 •`194 -- 71 `vl�I -' 194�19�Iy. Portland,Oregon 97223 if •• 1 _ - 193 • / I / _ u '47 .�, _ i� Sheet Title 1 1 - . / I LINE 1' 1 f- / 1 1 !� I _ I 193 $i 1 1 � - r a N 4 0I \i ,::, - C_LANE 1 _ I 1 Sanitary Sewer 1 �+ y `193 9i'a .a' f --- � _-- - % ;\ __ '�' -- 1 / & Water Plan I . ` _192==_ 'I ! Ir 11 f , .� r41 L North �. _ - I Y vvi �e�� AAATCHLINE-SEE SHEET C3.7 TI 1^1' 192 - 1 I �'(E) TVWD 6" PUBLIC -- _ - - `�' .. 4*/ . . !. il. - / tt: WATER MA1N. SEE r -- '�� .. 111°� --591-- �� - \�^'-- y- - - - / GUN 24, PULL VALVE \ rI • 180 - PravATE FH-.. fa COSTING 1-STORY do PLUG TEE. VERIFY I 1.a S;*,•.�• I` -' Thi - -4., \ ` - - --182--- _ / BUILDING RESTRAINT h COORO. .. - x�,. MRTH TAM), AS A / I �I...•I ``UNE / / Revision& REQUIRED. / -t91 I ® P ■.s•• r r S-, � �� _ ` / f a5' ' +,1+ RFI-112 ■r---=.1 s,..- - - -- - ---- - - - - - - :di, �•♦�, .� �h,' \190 - _ ` 1- Il Min zoic z servo nY ~1 s 1e.1..v1e a u�.ao1e !ft. �I ill ...y ,��.�...' � •_ /. `\`� \ :•• 11 I, 1. :b JWY 2E1 S. IBA ,3)IS -Ir �. . 1 RDA 189.65-MATCH FG OD, ,moo rorueanr:�s. RIM 190.00 yy �.._. • / .` - RIM 190.25-MATCH FG E SSCO a a4b ,zoia ;o. o-,cw� 1 1 _ r .�..' . 19 �.' h • %r,.+ge Fun a.,xN• Cereal Rms.:, . ../ .,� LSEE DETAIL i/C4.1 FORFOR .. 14 N-� 2018 SERNCE AREA)r /�• �• . '\ y.t, l MORE 4NFORMATION. \ RIM 190.30-MArcH FC 1 54I7-i Ir~ -Ii-----,.. 41p. :^ i� �. �e Qi _ • 1 l ` + '� 85 lF I 7 .'\ /,LINE. Al RIM 189.25 �� '�r SHl1TDOWN WRH TV410 TO CONNECT TO 1 I l _ - � _ l 70 LF IE1184.85 -L I.-1 \ (E) 8" WATERLINE do ABANDON Si]l1TH OF \ '�_ - `I / _ ,/�� S ��55 1 I�SO ~�.r ` _ ,\ k NEW CONNECTION. VERIFY RESTRAkNT dt a \ r i '�.r / I COND. WITH TVWD, AS REQUIRED. mil mon 1emt+md 1 �� IE 186.50 / .'IE 188.09 6" 1 . 557 1 f _ 190 �+ ` IE 166.40 8 SS IE 185.$5 187. 1 8" 51 _ r $" DCDA IN '__ nix�' at M P ERW er 1 , '` t- SEE CUN 20. S.< _ `'C - 190 _ PIOT TO 0[!011 al P.t„a10 tele ' I = p IE 185.18 5 S5 VAULT PER TVWD \ c ,(_._/ MA D s 11�a 116 x1 , 1 1 \ 1 t 4 t l ♦_ .� �` RIM 189.50 n �tJ STANDARDS. SEE ti ` [d _- _0�.- --_ rw+eoe air rIx x tea rrml :7 rnaSra s Mild ass Tina•.P.C. <,1 c -_ f �� .�� t' yC� e+ GUN 15 do 17. ` " 1.t a7 a �j \\ "--/ - `�iiiii�7•• `� `S O 17i `_ ` -- Date 19 August 2018 (ElRAI SD IM O - Mr go, --'11,111111 ..."40.4440p ' ` �. •-- 75 LF ti , `� / \ r, e Drawn b Checked b • RASE RIM TO EL / 7 s IE 184.65 y y: 191.00-3"ABOVE fG ;,,, -I I • �1q8� 1 166.90 6" SD IE 184.20` . .; - A$ KJK C -�� ',` �: .... �+ �9i(El fi" SS Al 5.9X I 1 '11. • � Ft! Sr \ 7: .40 6 55 ® :. \r �.� �: RMA 189.94 SEE GUN 25. !111 ,,•� I , �414 �` SS RFl_1QS \a `i�-r55 CO IE 183.051 ` „ !1 TN1R Joh Number. 17260 -1lip �jJ�, I `I, \`UNE FNP .'''' t � Sheet 1 z. ; a !Ili �,A! FF l Z r Ss .i.,14 I SCALE: 1"=2a' ( 1M ' 0�1,` r �.1i?, @ ;..1! iLl (!6 sD ss '� '• o so 20 ao -. ' i �� - C3.2 II l \ I rEl 2' sERu1cE ;, ,S �„n, . For Construction Set August 2018 ...mi. ---- / 1 192 I I I ' p 192 ,/ 1 II N /��...``i -�. ` MATCHIJNE-SEE SHEET C3.2 -� 192 _. /♦4 �, ry: - -- `y e-- MAIN DESIGN GROUP,PC. - �* 0 /4•14it* .� -' I 191- • \_-- „- 74.__ / / A11CT-LL'®C1SI1[T • a d, 1 IDOr' \ ♦ �" �/ 190 .•'e PRIVATE FH s /// ,' 7650 S.W.}3eveland,Suite 120 ! . , \ ":'It ~-^ - / EXISTING 1-STORY♦ I T • ` BU}LOINGTIgard,Oregon 972 23-8 692 / !v .♦ `' UNE ,��, -` ,-142_-.._-- ♦♦ , , / Volce 503 244 0552 yt` + --- - r ,��...♦•. ilw��..'r_V!k. `190 _ ` Fax:503 249-0917 �11 wr�_ AT ♦♦.��, 190 i i� \ .. .r /-\4 \� II , 2//1/ II ' i PEY• NGINEERS",Suite 100.e �` !i :iz 189AollipAlell n 9"7223;♦ ' M189.25 \ . I 43-3900 ` c189-_J--.'I--- �..- .. II.!, �1 UNE / \ •I() AVER NL gOABANDONNSOUTH OF { I / M 65 LF HUTDOWN TO Fax:(503)447-3700 J 1, 4 70 LFIE 184.95 •�� 5 \ �� I \�./ `� S �SS 70I '`1 I SQ- w_ - , �� , ECT TO , NEW CONNECTION.VERIFY RESTRAINT h f I + 004 SD . CDORD. WITH NWD,AS REQUIRED. r E 166.50 lE 1�-.09 6 SS IES 185.65 27 6" 50 ply 190 _ - , r - QED PROF 5 V i I ' ---\I SEE GUN 20./A♦.��` / p • �. �3 1911 , \ \\ .. ...,\ f fib/ �t, tr.P �7• IE 4 Z-.lB 6 SS - r ,♦ T - - .�'.' �'. R1M 489.50 1 a♦ - / -� GIN/ �/ L1 r'I I \ ♦ + \ a i,a. 7r l '..Co� t 35504�� . 1 �� `�.`�.♦�.•�' �' O 1X - ;h�' _ \ \� \ MORE INFORMATION. 1 4 r ^�\ga�- -, ` '10----- 75 LF i I �, •• C \ r - ''If ed 1: 14 �� '..;--.,,• A #1011` IE 164.20 \ I� IE 184.65 d 7 7 IE 6" 1 //. 1 I \�aa 1 I s9 \ ° ! 4rn,,� 9" DCDA IN •r �R OC \ .- -1 I `� ,', '�•. 1 S f`` A \E (8.. ]` Ss. STArTOPER ARDS. SEE \�\ J RIM 169.90 ` �L KOR 1 �. ♦ �'! a` :UN"), 15 8 17. .‹,411114 I EXPIRES: 6/30/19 I -167- - _ __ Pj . w♦ ��` \N IE 183.85 6" SS UNE �• SEE CUN 25. ' [,NEriL\� / ��. ` \\� IE 179.80 la 50 ' 4!1 ..71 : \I /..***411Ppi �� SS �P��\w { _.. , F z" sEmncE `, �� •♦•` u tx • :7 � Ghent: #FE 191.OD ! ~* . 4 43 75 LF 10L l - ‘_ I -786- �i e AP , �J 0 ca - - E. ! ♦� ' yr CONNECT TD E w�E FROM =„�\9 :' 1 ��/'' e JLR 1_ ,o 190 _ - \A `, QBE ABANDONED RETURN FIRE : �.�� , � ,. r NORTH. ABANDON/REMOVE (E} + SIGN TO REMAIN 1 ^ i HYDRANT TO TVWD. OIL-WATER SEPARATOR $ O 14.7X C r PROTECT Ot1RING \ `4P ., /\� `` - PIPE SOUTH. SEE GUN.8 k 25.- I II \ 'r A F� /' ' ��'®111111�®�_Y RiM 190.00-MATCH FG O 7X 15 LF ;� ' CONSTRUCTION. 1 4" 55 0 1 X `� ` IE IN 183.45 (6" NW} 45 IF r 1 : \ \ FEE 191.60 IE OUT 183.20 (6" SE) 3 SEE GUN 25.• ' 165- I r- SEE GUN 20. �.��.. �`� SEE GUN 26. 6 ,80.00 ! BOX W/ NEW JB-I BOX. 0'c (. • _ �♦ 1 SEE ODOT OEfHL TM472. r _ 1- N FFE 191.00// - 2 DW UNE--�' SS `� • • d♦��•1,� %� PROTECT (E} SIGNAL \ t •, , gS l� IE 179.45 ,� ♦I/�1 CONDUIT'S N LOOP 720 NE Grand Ave. 41 -----:_i♦I\ I ,-� p /r I / �` O 1X ;" DURING CONS-RUCTION. / 1 J , / / 5 . •,, Portland,Oregon 97232 Lf&\ , ` UNE �^ \\ :/ ` - / // ~ \\'// / C;.., p ..� O 5.2X • 4511E ,, 7 ,'f� IE 1p�, ..(12".y�� y \ .1 \ �� • 4 FEE 191.00 . / �/ 65 LF , O ,x ♦a•, IE 1 6 SS 3 \♦ , / - O /' ! 7 'If 18,,,67 ( I[+, $r a 45 LF �� ;_ �� • '' Project: Ilk 6 yam` y ' '.-\.�F`- / ! 1 1BO.Kl (a SS O 13X - a •� 55 LF. SFE (3�`�y� ,yon 80 LF \ / �jIE 179.00 fir• GUN 24. .-• 1,44'., �� '� \ \ ` � /' ' J o ;901 1. , '�� (3, r+► �� $S / New Building �a 41*�� .IE tt�R,,�1�5 6�. `` // / ,no - h ) IE taz.Os 11110.7. 1/; -ISA -� - z'r,. - 'AN •, AI444, -.2,:i,-,.... ' . " IE 155.'�!f[4.. ] `yo _ / / `� AV/ RI4 189.00 ` 1-C1.64.1:5-- E 184.05 -78g -/� 1 •• ori �� 1 1� ��A\ r� fit IE 166.15 \` �/e� - r /, �. . I a� ,` PRIVATE-1., y�.i I-. .. ��\ �� %L.-, IE 185.35 �� / / e> .� ABANDON REMOVE 1" DW UNE y I/ r FH 1!` ��(� W •r . 'l,` \�\� f�.'`ak� SO ss IP' � �\ S .// w, 85 • LF ' aie MH 0 4.2X `` a FFE 1('. FOIWE, 1 `' " N E 10125SWWash[ ton Rd60LF 191.25 ■ " W) NE.74.40 / \ illit ) ( } °3S4•f SD6" W} (E) Por15.1 55 " S) (E)IE (8" E) (E} \� 7\-� \ +`lY I SEE GUN 20. \ 14;47 �� .� t 7: k EQUIPMENT. COOK!. 190 / RAIN GARDEN Q 1� ( �p 2� DW LINE wrrt;'fVWD, METERS TO 1,-187-_ � �'1 � t 1 Sheet Tltie: \\N A77 \ �' \\. 1E 1&4.45 (4' S'S) 80 LF /Q BE RETURNED TO TWD, -} ��! +� \ _ .178--- Wrt,�� -v 7 i / \ I - IE 186.75\- '"vVO --�� 7„�� ` '^ IE 165.40 8" 50 , �B9 , \ " ''4" SS - Sanitary Sewer `� �� 7-, �„�\.� `, °` 1 -u- IE 163.50 4 SS / �\` 04.2X Iv/ c' .NN \ a-1 , - \��' -. \�♦ All' , � `^ • lE 785.40 -186-\ 189 - _ . PUBLIC / & Water Plan \ �7 \� , f•`�� 105 LF 1E 183.60 1" I �Q , _ IE 165.55 „ ��a SIDEWALK \�CORRIDOR BDUNDARi • ) «}�13�4" / t. - a, ♦ S011t h `. 7, ` = , �r (4" ss 17755..75 16" SD/ 188 f �� ? 6-7....,........... 1 WETLAND BOUNDARY • Q\'t .�� ----_•-•-•-•----..1-•-•�- 14114-11":"1711411117E 163.70 '.PA ` ' 1. / Sp �`I\ �N r !! '�, \ '' '.77•i 7:.r. ,�� >` \ - _ • / O�. 0 - .I .ry PRIVATE FN • - - ��t�K �� _��I' :a... .;tll r, aaf ••\ P5 WETLAND BOUNDARY .;• 7*.._ .II:1+Y "W''---,.:.,.---*' --,,,,. k'' i gala: r: 168 �:• Ill* f f i� BO% W NEW JB-1 BO%. ! i 4.1 a r::sJ: RIM 190.253 ABOVE FG' =��' \ _ �_ &4 F1REUNE �/ -MITIGATION AREA S 1 tom; sB 9- �,60 �i� ��`' = trirta.,...\ Rr) 1Q7.Ot1iiiti. v' SEE ODOT DETAILTM472. I -:__� _'.. ' f � J , , RP i CONDUITS B LOOP 1 176 _-" - • �� i rr, ` � • 4" \ I f• DURING CONSTRUCTION. Revisions: �`^_W _ ' -'a '''‘,. .-)444.‘11?' r�^�,, r I./� wr m e z s a+n Z:e `Np \f/ - � /.1 ( 7� �� 1�.1 ' i'~•_ 1 rvwo��.,..,b raa,�a�� \ .44' =-184 _ / / ' rvramN�au cwss.r..mea ! / a Vlulr 2016 & 13hlr x�l6 STORMFILTFR VAULT \\ z 78Jf- .•�� A / C1 [WS m& I aarrmmr.e RIM 180 75 u` , ,-� �a i i 187.00 _ 7, 1614 co5-nom. S. Gc Mr.on.r ale '►F7 / 4 ! aov ems,. eo,w. n.sn -��' ' RIM 183.7$-3" ABOVE FG =� _ _ = � 13/�rs3 _ --179--- ti" l I �_' �_ _` _ --78g� /l4i 4 ' 84RIM 189.80-MATCH FG_ _ / i- I - - - - : --_.--:--- - - -" / / /1� ! z - __ j 0 -- r81 , I / 1 i / (3 4 I 1 " ( } I 1 {{ / �[ III �*^"' '� - - ��-Ili:-��- - 1 ,� 1� . .4_ E I i I I I_Fi:: ruy°Ir"iew,s��8a.c.amr \____ • !� - -' commit �i'�" _ / m VEGETATED CORRIDOR 1 / / / /! / °"•rNcs,wr rNr r�aysxrr°r -�� ----BOUNDARY -_.1 _ \ 7g2 11 1/ !/ / 1 H rag,0 DE USED Oon01"''�nm=PI PM -_ _ �._-- --`� I f MIDGATION AREA / / // RIM [93.70 I !ANNEX T MTN TE*aae WWI �._ ` - 787-- - -'_ -_-___ --i 1 1///////1/////1 //// / rourSSaN or Yuan omS anP,P.C. -'...." -.1--.._....' __ 1B �4 _ _____ _ _ 2////// Date. 19August 2018 - -II-'1185-1-�` `- -_ / ]WFGFTATFD /�,/ 0?p _ --_ --. - / / prawn hy: Checked by: __-• t✓ __ .�- - CORRIDOR BOUNDARY _ ?i) WETL• AND BOUNDARY ----t8 il_ -`-'�`~ / AS KJK --Y----ilk- - - - - 196- z= T TMR Job Number: 17260 _---- m SCALE: 1"=20' Sheet W o to so o For Construction Set -- August 2018 C3.3 h . -_, MILI]REN DESIGN GROUP,P.C. ARCM-CC:TUNE • :PACE PLANNING STANDARD MANHOLE 7650 S.W.Beveland,Suite 120 FRAME AND COVER Tigard,Oregon 97223-8692 Voice 503-249-0552 PAVED AREA ONLY LANDSCAPE AREA ONLY -'It\ 6.5" Fax:503-244-0417 ' ��"_\\��\\��\�° TOP SLAB& MANHOLE METAL GRATE- RATED FOR R£SURF,ACINC TO MATCH EXISTING PAVING .1 ; RINGSTO S SHALLTM CONFORM T / 1'-1Q" DIF. / EX. A.C. SECTION. SAWCUT AT LOCATION OF JOINT. _ STANDARD N.H. � K E%. A.0I J RUNGS 12. O.C. 7. CLEANOUT HUB SLEEVE CONNECTORI (H-02}LARCHITEECT TO D EXISTING LOCATED ON VERT. /-B" 10--1-6"-/ CONCRETE -Fb=3500 PSI PROVIDED BY MFR. PIPE SIZE COORDINATE GRATE STYLE. SECTION s - SIDE OF ON VERT. IB' f V \ 7/-FINISH GRADE L�n n n x n L n n n.Mi n ! .•.°• .° YMN'� I,f 1 � WITHIN 24. OF T.M. RIPPEY / '• Y ` 1L.- COVER AND FLOOR ,r 4- fCLEAN OUT / /j j �-r WATER TIGHT CONSULTING ENGINEERS /\ (,/1 16" MIN. p .SE. ,...,,..,,,,,..\.;.\\,, SHED \ / "� 7 SEAL,TTP. 7650 SW Beveland,Suite!Op ,/ A = 1.5"-e CRUSHED /( ,a,•• APPROVED NATIVE 5 t � � FOR PVC PIPE �i� AGGREGATE BACKFILL ��BACKFILL c� rr]] ((�� Tigard,Oregon 97223 1'_6• \ yi 6 (COMPACTED) % (COMPACTED) o y INLET e OUTLET- Phone: 303)443-3900 '` 4" DIA CLEANOUT It JJ ,). y \'''. ,��/ Fax:(503)443-3700 AQ ': y.--0- CRUSHED ROCK - BAFFLE \'�'\"� .•//,..,..\y'�� a ? a/ / 'COMPACT AS DESCRIBED AlLr,/� '/ ,N �„t„ ° GEOTEGH REPORT. Qom\ °•� / C J • 4 °k°•4 I- : •; �e" 18" #''e/ / BOTTOM ° ;'...::::'•:"•':.:•.'..1'.: 18 GA. INSULATED TRACER WIRE //``' .•/ , �/� rr ,y' V�t�Ea4Raffs :R• .k' • a;:k :k••:k• \ _ /• i I -. 3/4,._D'• COMPACTED \5�,eEs►4,`pO it •` tetee .e.':•.°.::s °•' ••"+�.•• EE A�5 CALLED PIPE ZONE 'O �/ _:..,,....„T. .._, �.LCRusHE6 AGGREGATE ON 4 15504 `i• k,e•;f'" _ •• _ .t,•,., PIPE - SEE PLANS OUT ON PLAN qT., •• / �\ ..:� 7. COMPACTED SUBGRADE ' ••• ,� L BEDDING qry •Cit...,. /�Y� .. . „_..,�� T FLOW USE D.I. PIPE UNTIL - - •••.. • ` '�\'. PIPE BEDDING 15"BELOW GRADE \ \ NOTES: PRECAST SECTIONS SHALL THE 1:k'�.k k'•°`k'•'R':.k°.rk°�:k'P;.k°•�,°•':k°•1 � 2'-0" SQUARE OR ROUND SHEET METAL \ �, ` I. IN LPLACE CONCRETE SHALL HAVE AF2O8 DAY STRENGTH IOFM4000 P51 ANO 7 TO All SLUMPED •FgRL 25.1 .4„.' j &�'-O°° POPE BEDDING .•,:.-.•,.,.,{. .,{..•,.,.•,. ;•:-.••.-••••:..•;: CATCH BASIN - DEPTH AS REQUIRED ;y`�\ms's i 4\ & PIPE ZONE MATERIAL 2. MANHOLE DIAMETER TO BE 4B'. I EXPIRES: 6/30/19 .. ... .• .:is•':.4:• COAT WITH ASPHALT EMULSION INSIDE 3. ALL STAINLESS STEEL PARTS SHALL BE A-304 GRADE. AND OUT. PAN WALL TO 8E 10 GA. NOTE: VERIFY ALL REQUIREMENTS W/JURISDICTION4. POUR BOTTOM TO SLOPE TO SIDE. PRIOR TO START OF CONSTRUCTION OTYPICAL CLEANOUT DETAIL CATCH BASIN DETAIL C TRENCH BACKFILL DETAIL O TYPICAL 48"ACCESS MANHOLE DETAIL Client: NOT TO SCALE NOT TO SCALE NOT TO SALE NOT TO SCALE JLR 720 NE Grand Ave. Portland,Oregon 97232 Project: New Building ES 1 BA 1. WALL War HANE Raw AT IEE-SPACING EAp,LAT. 2 o AA0 oRourco IN 0.K.ANT Ri.R[x NW.NCH WAX ARO a`c W O senile[WATERTIGHT 4. Liffe RCL LAMA AI 3I S 11 1000.11 SO 4F21 STEEL AS r1EATE I I GLv/oaAE9 SlE12 ___'11► l;. 4. CLAN[.01 VW.1S A AS ARE SC it[,TATE SO THAT Sx HA GAZE IS MARE n.OM lx[WIT: STANDARD FRAME AND COVER. RIM STANDARD FRAME AND COVER, RIM ane-Onsn mAu 14 CAVA Cr qsa.xa co CAME IN I OF 001 a .AUNT-TCR P TUNS Tru aR f.r-.xvAum To eaxL CT CP CLEARANCE ELEVATION VARIES, SEE PLANS. IEsrwcro.SER MN oTeSH AS scam.,n.CONAEN THE.WOE n ro 0 A L A o r ELEVATION VARIES, SEE PLANS. GROUT AN. -AML IN:.Ai.co�TAEo,THE RATE..a MAMA~ Ai TO ANNA[A WL BE NA 9GL >. Acn CAW SHALL BE MRtt a M.va.NCM ALL.,iu.cc7mM.aE Wow AST/L feu AM Asn a n5 i OESMA11w:33A Op UST RCi..AGCOIAaARCE rrRl AS,M A An OS,S .LFL NAME NAT acREWAR10125 SW Washington Sq.Rd. N+ CONCRETE EXTENSION RING. SOW Roo UR.ALLA n rn•.PLANO/µHoa:.FUME W- ELEVATION NOT TO GROUT ANE INSTALL AS REQUIRED TO n»c o GATE WING sL4K.or ELAte Portland,Oregon 97223 EXCEED SUB-GRADE e - CONCRETELL EXTENSIONRUIRERING. %EARS 5102 8O' L A.0 Lan. g NH...FOR PROM.nr.R.WGE.0.NnRG DOLTS S•ALL BE.,.W.I.STARREss STEEL. INSTALL AS REQUIRED TO BRING MANHOLE COVER be n ON SL OATS E.OE.ofExixc SHALE BE CONTROLLED B.uunEo Rwrf IWNMIXE.STOP TAB Q!SONE ONE.D<.S<. ELEVATION r FRAME TO DESIGN GRADE. P. ow R.EE!NEAR was users.RE AcaEPTAmE A uATEerL.sREDncATxrs ARE IEC A.o nARtaE BRING MANHOLE COVER & LRT PATtERA Nano-TS E FRAME TO DESIGN GRADE. MAX. 3 RINGS OR 12" MAX. m.uAt•IaE cERreREAnaR REQUIRED Fm mAtTlc LGAnrn ADJUST/WE Loot HOOK son. Sheet Title MAX. 3 RINGS DR 12" MAX. nr.z'A' OCE SCR. 24" (SEE TABLE) C.HOLE HA �` 4TARLESS STEEL ^Irl HM.R EAP0.AIA�L s ' J'{ ' - Site Details may, RAM-NEK JOINT PROVIDE 1-5"-O"COMPACT CRUSHED Imine , ill' M, IF EIMPTENT nAOIMo. {..I.•R LeM !' _,., ECCENTRIC MANHOLE AGGREGATE TO BOTTOM OF PAVING BASE VANNES* 'All GR TUBING \: �•VARIES: 48 72", 95"---1.• MATERIAL OR EQUAL • TOP CONFIGURATION ROCK.PER GEOTECHNICAL REQUIREMENTS. STEEL RIME 101 xAXCLF ORAL fRONr !Ti •wl•e oPveRC • ��5��\ OR EAC[ORA. OP'fgHAL FLAT-TOP MANHOLE CONFIGURATION PAVING 8 BASE ROCK PER �1.�I.Tro SHEAR[ATF .. ADS STORM7ECH SC740 CHAMBER RESTRICT-OR PLACE caner MANUFACNRFa R7 KFNHrny V.0 VF CR MIN NOT SCALE GEOTECHNICAL REQUIREMENTS SQ ro OWL 110 CLEAN,CRUSHED AGGREGATE DRAIN IEsnecTw oafs 5111 Ewe YA O Stone ROCK(37-314•)COMPACTED AS Tcr.s.100.o,M CRIME 5 s KATE SPEOrtm) _ Aew 27+11 Iax TAME Mo GET.) ° • SPECIFIED BY STORMIEGH �THAT MEAN 2- NOTES: -y �MAr.aE IOC He-'Ti urn IS MAN mutt, O.RELOr 1. MANHOLE TO CONFORM WITH ASTM C-478,ASTM C-94,AND ASTM C-14. STANDARD :�r•y ''Y M -•4 U • `( �. i'I -. - a wxEwT c 1 EuvAn7. fief MOW MAIL MANHOLE RISERS •t[••• e .•.t•• e • r.•er. • E 4%• •.••^r•e • 4..4...4,••••e••••e • a ,•t v,.:scour re 2. ALL REINFORCEMENT SHALL BE GRADE 60. a a ♦ [•vV // ow Kw Mar M. oRPWE 3. ALL CONCRETE SHALL HAVE A 28 DAY ULTIMATE STRENGTH OF 4.000 PSI. I \ IF.4 i�l�y�;VP r dNe cower a ---w ( _ 4. FORM GROOVED INVERT AND MAKE SURFACE SMOOTH TO DIRECT FLOW. • - - NEED WE 5. STEPS REQUIRED ON FLAT TOP MANHOLES OVER 4' DEEP, SEE MANHOLE STEP DETAL. ►=- 185.45 TOP OF CHAMBER r,os, TO ` �% �S� I Revisions 6. STANDARD PRECAST BASE SLAB. VARIES - SEE PLAN-/ ,,y /'Q�b' m M'c¢E, : F;� \ t1' WAMnoLE 7. CHANNELS SHALL BE 3 4-VERTICAL HEIGHT OF PIPE WITH A SMOOTH FINISH. • 1 RATA-NEK JOINT OO • ``` �, ``�♦ nLx.na. t�T .} ATEE. L I]MIDIS E ELrrnla / `MATERNAL OR EQUAL �," rf••!••�j` ►�1= //�Yf/ �, INSTALLED CO rvw7 amTe,n n.,,(hack xe,P... • S. ALL PIPES ENTERING OR EXITING SHALL BE WATER TIGHT. \ ` iTn�1 SIDES ♦ \\\ll ,ser vNnlrTnfTAII li ti- °do. a Is w.aiB a iewRwUe 9. 12" MINIMUM BETWEEN PIPE ACCESS HOLES INTO MANHOLE, DISTANCE MEASURED AT 1'-• �,'• \/V.•:* � °R'�G WALL TRFICo,rrnmb CAWSSW.ncw OUTSIDE OF MANHOLE OR PER MANUFACTURER'S RECOMMENDATION. / :��: ��I�:r� A �A��c IE 182.95 a! 52141 B1 s samrmre B. ❑Ay 3016 10, POPE TOACCESSESQUAL INTO 0.0.MANHOLES US SHALL BE PRE-FORMED OR CORE DRILLED. HOLE • - //t �,. 162.45 4Lixc s /� A,E,F CATS cwscm.rr„0 OCOTC,.nawno PROPEX GEOTEX 801 FLOW CONTROL STRUCTURE TABLE 'LS}I.u4LE r Iel„y zLUL L IN A,r,.,2or SIZE TO EQUAL PIPE 0.0. PLUS MANHOLE WALL THICKNESS. ��: '1154*urE OBvr�... Fu Ln 3,I0Alnsa 6" ! NON-WOVEN SEPARATION i 04ornetr 01 WOW.(In.) oil" I AI oETw d� -- GEOSYNTHETIC TWO LAYERS OF WOVEN GEOTEXTILE PLACED FL(In) 182.60 1 R SC-740 END CAP ON BASE AGGREGATE,EXTEND 72•BEYOND FL(Out) 182.60 5 aura�,�� /!� EDGE OF CHAMBERS.LAP 16"DOWNSTREAM_ Ounet Pipe ammeter On.) 15" P - • 6.5' -'ll- SLOPE 12„/- 51" .}2„ ADS 315 ST OR APPROVED EQUAL. Number 01 Q14ce 2 4 II 4�`y`� I 2/� Orifice A El4K814n 180.80 • ` pgmatr al OrrOce A(Vn.l d,5" 41q� STANDARD M.H. RUNGS v orifice B Elevation WED' RUSE MICE Tall ^ ip. •tic.A ��EER O/C LOCATED MD HN •° T) [Barnette 01 Orifice a(In7 5.3- mob" VERT- SIDE OF MANHOLE, A• �(f Orifice C Devotion - LeoaE.MAC.CROP roc-.3014 • 24" OF COVER OLwn.tr DI&Ace C(In) . ALL R.A.Ts RESER,Eo6 AND FLOOR rr ^- • - •.• TYPICAL CROSS-SECTION , • IL-Y o• 6' MIN. ,p1• !. _ Rim Deviationev t50. ISOMETRIC Rn CUTAWAY 1 ow.L.HMI dER oRrn�ATE Tr • �. SC-740 D.rtu.Devotion 184 dl WINO. CROUP.P.e .w MI ° , o• 0 0 0 0' a o'..0 0 A•0 a•'o rxAy� StomilittrSC-740 TITS 50 TRIC CU u�iurrE'On�PxOas�r rill nE�vLp�a IN o 5 O RErel5WA CF YL➢(E*I LLS.,MAP.PT. 0 0' i o e o P .•o .'. a•-° MKS � DATE 34r4m-n •00'° �'. °. o o.•"•.'o •o• , -__y.....,.... .wcr MIAMI ev CHECKED. Date 19 August 2018 i ° 0 .c •o . •° 0 6"•OF 3/4"-0" COMPACTED �� FLOW CONTROL STRUCTURE CRUSHED AGGREGATE d\tLJ ?Service.5 Drawn by: Checked by: 0 STANDARD MANHOLE O DETENTION SYSTEM CROSS SECTION ]ACHING NO. 270 DETAIL ;,E.,,,sED 02- NOT TO SCALE NOT TO SCALE TMR Job Number: 17260 Sheet For Construction Set - August 2018 C4 • III /Ul �� - - - . - O / ! v u ! , C ret 70&Ma ked SIGNALS' .71.1 ��, !JI �-'v/ Bonding Lug tWlun Req'd.J Ilene,Height YMin.) mrtauf Trim BOx " M[IDREN DESIGN GROUP,P.C. SO Lew'Wth Sidewalk ��" R lutrcdon Box CONer AA�IIIHCTTJRR • SPACE W AWNING .+ $ Sidewalk � ' '�lunr7/on Box Cover Stainless Srerf,'8rass 1'golfs W}th Recessed Lifting Eye 7650 S.W.Beveland,Suite l20 1 Or Hex Head Bolts m Max.3.iB'!ih Nolle. i Bh ` Tigard,Oregon 97223-8692 D \+ v cwnpacrEdBarkAnor JJ " Voice 503-244-0552 h `:••` O " 010 '" �07 The Controller Colonel'. `�;x �6, Fax-503-244-0417 + S 3/4'-0•Crushed Rock in The Tandeem 8/3Y lkaresi •�: \. " Ground NMre install Signal And illumination . \ +\+ `41141110.444% / y� : rim 1 wag IR One18/3 hArcrnd '\ \ Strom INre1 �; '7Cr/ DefertorAndMferconnerf 1. i o ��4 Cabks rn The Other/B,r3. S`o i w INSTALL 8"x2' TEE dE IRON-BODIED 1�T..} .� �V GV PER TVWD DETAIL 605. REMOVE I z.1e a ,Tis- ��; MILDREN DESIGN CROP P.C. HYDRANT BEHIND CURBTIGHT SIDEWALK A17O31TLx rl Pe - �AT�ITA1R01m 1G II _ LIMIT OF REQUIRED ((NTLI S.W.{:Seveland.Suite 120 0 FINISHED GRADE 18 MIN CLEAR ZONE W B 24"MAX Tigard,Oregon 503-2448692 CO) -0552 0 0 BREAK FLANGE A FIRE HYDRANT\ _ ,�/� Fax:503-244-0417 0 18"MIN // .� 4" MIN. - { _ %1"_, r r.-:-2" MAX. 0 - H 3 fill ��rOrQr�ry o�ir�r�rr�.r`rrpyr y rq:q<i'r'o.•. . r 1 Y 1 � ' S,rJrQr�:• gri Oii rigripi pqr ri riww,r.l I'- � 5' S'11111*11,13..,:* ii rr��q�ri 7��O��jQrQ��r��4�� 0 p Ltv/„1 " KEYNOTES: 0 D t� 9.- T.M. RIPPEY A. VALVE (EYP) • a lif p v�' 9 CONSULTING ENGINEERS Al.. MJ GATE VALVES 8" AND SMALLER. 4 IA. i'•:,-.1111!! 8"CLASS 2 IN PIPE II �� CO© iji,� � tol A.2. MJ BUTTERFLY VALVES 10" AND LARGER. �. -ai O p !8"-24" 7650 SW Beveland,Suite 100 �. L•;"�� •'e• ri OR COMPLY WITH A.3. VALVE SIZE SHALL MATCH MAINLINE SIZE. �; ... E,a'. d �irvv5i�i� p �'bOQ• I Tigard"o3)443 97223 `i;�a, 4 ��Lt N LOCAL JURISDICTION CURB FACE OR EDGE Fhone:(503)443-3900 '1 © [,1 e'• •. 0 - OF STREET. Fax:(503)443-3700 A.A. ALL JOINTS SHALL FORBRESTRAINED. 'P .;4;-'1 =i,� .,, HYDRANT IN PLANTER STRIP A,5. SEE DETAIL 402 VALVE BOX REQUIREMENTS. -��:�+• w;Q �4� Thai 4.11-4"I 1 iobi;i� /� B. 18"-24" DI TMP. a�,{ i 1?� N te" MIN 70' 70' ;,?]=1.1''•I / .,4•�• I 24" MAX I- � C. MJ TEE. • BREAK FLANGE �(,4 PRpf£ f. ;��: 18" MIN P. MJ CROSS. ;�� _ �� { 3(1 E'a t x� 'S�i 6" MIN • � ,��t•f�•'�* .1164‘47' ow tiw e.3,4ir T.uvute .i CO ��) �� Co) �7F.4 ,el,,•d.l e,� KEYNOTES' IIP Y• Y >/,"YIP 1.rr/V° �..., A. EAST JORDAN #77-6 (OR APPROVED EQUAL) VALVE BOX AND COVER WITH "W" KEYNOIFS Yty ACF .�, I�18"-24" CAST IN TOP SURFACE. VALVE Box SHALL BE PLUMB, CENTERED ON AXIS OF NOTES: fig, G,=, OPERATING NUT, AND SHALL NOT REST ON OPERATING ASSEMBLY. A. VALVE BOX ASSEMBLY PER DETAIL 402 E. 12.512"58" CONCRETE PIER BLOCK 1. THE CLEAR ZONE PROHIBITS G THE FOLLOWING: -4RL KORO /R•! AIR B. UNPAVED AREAS ONLY' PROVIDE 4" THICK CONCRETE PAD OVER 4" ON UNDISTURBED NATIVE SOIL. • VEHICLE PARKING i l°'I. JJI�S� II�'II, •• TREES " til i i COMPACTED 1"-0" CRUSHED ROCK. PAD SHALL EXTEND OFA MINIMUM OF 6" B. 6"GATE VALVE. WRAP TEE, VALVE, E I EXPIRES: 6/30/19 I AROUND VALVE BOXES. REINFORCE CONCRETE WITH REBAR MAX 12" O.C. AND PIPE TO THE FOOT VALVE WITH 3 F. 1-1/2" CLEAN DRAIN ROCK LAYERS OF V--810.POLYETHYLENE POCKET. 4 CUBIC FEET MINIMUM. LARGE BUSHES 0 CENTERED VERTICALLY IN SLAB. PROVIDE 3" CLEARANCE FROM EDGES AND • RETAINING WALLS ENCASEMENT PRIOR TO BACKFILLING. MINIMUM 6' ABOVE HYDRANT DRAIN PENETRATIONS. EXTEND P£ WRAP A MINIMUM OF 6' OPENING. WRAP WITH GEOTEXTLE • ANYTHING ELSE THAT MAY INTERFERE WITH OPERATION OF C. 6" TYPE SDR 35 PVC, D3034 PIPE SPACER, LENGTH AS NECESSARY, BEYOND TEE. SECURE TO PIPE WITH 10 FABRIC PER TVWO STANDARDS. THE FIRE HYDRANT. Client: (0) 0. OPERATOR EXTENSION REQUIRED WHEN VALVE NUT IS 60" OR DEEPER FROM MR PVC PIPE WRAP TAPE. SEE DETAIL 2. THE CLEAR ZONE ALLOWS THE FOLLOWING: FINISHED GRADE. SEE DETAIL 403. 301. DO NOT WRAP HYDRANT BARREL. G. MAINTAIN MINIMUM CLEAR SPACE IN • LAWN GRASS JLR .111 R- E. WRAP VALVE WITH Y-BIO•POLYETHYLENE ENCASEMENT, OR APPROVED EQUAL ALL DIRECTIONS PER DETAIL 503. • MULCH NOTES PRIOR TO BACKFILLING. EXTEND POLYETHYLENE 6" MINIMUM BEYOND VALVE AND C. TEE. NEW CONSTRUCTION TEE SHALL PLACEMENT OF CONCRETE AROUND • BARK DUST 800' MAX. ,.L 1. VALVES SHALL 9E INSTALLED PER DETAIL 402. BE MJ X MJ %FLG. CONNECTIONS TO HYDRANTS IS PROHIBITED. • GROUND COVER ChI SECURE TO PIPE WITH 16 MIL PVC TAPE. SEE DETAIL 301. EXISTING MAINS SHALL BE TAPPING TEE 1 CCO 2. ALL VALVES SHALL BE WRAPPED IN POLYETHYLENE F. VALVES 8" AND SMALLER SHALL BE MJ GATE VALVES. VALVES 10" AND • LOW PLANTINGS } PER DETAIL 302. THRUST BLOCK H. MANUFACTURER PER DETAIL 402. DUCTILE IRON PIPE AND FITTINGS LARGER SHALL BE MJ BUTTERFLY VALVES. STANDARD LOCATION FOR REQUIRED ONLY FOR TAPPING TEE. FOLLOWL( MANUFACTURER FOR BURY UNE HOWEVER, THE PROPERTY OWNERS SHOULD BE AWARE THE GROUND SHALL BE WRAPPED IN POLYETHYLENE WHEN BUTTERFLY VALVE OPERATORS - NORTH AND EAST SIDE OF MAIN. AND BREAK FLANGE MAX AND MIN, COVER COULD BE DAMAGED WHEN THE HYDRANT IS USED OR REQUIRED. G. 2" SQUARE OPERATING NUT. 0. MECHANICAL JOINT WITH GRIP MAINTAINED. 3. BUTTERFLY VALVE OPERATOR NUTS SHALL BEFOLLOWER. ALL JOINTS 114 HYDRANT I. IN RISER KITS ON NEW HYDRANT 3. THE CONTRACTOR SHALL INSTALL A BLUE REFLECTOR SUTTON FOR THE ORIENTED ON THE NORTH OR EAST SIDE OF THE H. &"x6"PVL SpR35 REDUCER SOS, CONNECT TO D30.34 PIPE USING A COMPATIBLEASSEMBLYSHALL BE FULLY INSTALLATIONS. FIRE DEPARTMENT AFTER FINAL LIFT OF AC PAVEMENT IS PLACED. MAIN PVC CEMENT. RESTRAINED. I. COMPACTED ROCK. 3(712078 720 NE Grand Ave. Tualatin Valley Water District(DESIGNED I DATE.KLS Tualatin Valley Water District DESIGNED:KLa DATE:3!112516 Tualatin Valley Water District(DESIGNED:NLS DATE:3/112018 Tualatin Valley Water District IDESKuNED:KLS DATE.3(1/2018 Portland,Oregon 97232 TYPICAL WATER VALVE DETAIL .` ' DETAIL FIRE HYDRANT STANDARD DETAIL FIRE HYDRANT CLEAR DETAIL ?r• ? 'APPROVED:NWA \ '>.. APPROVED'.NWA TYPICAL VALVE SETTING \ a,^ 9 APPROVED:NWA \ a.+ 9 (APPROVED.NWA LOCATION INSTALLATION ZONE 503 1850 SW 170Th Ave.Beaverton,OR 97006� 401 1850 SW 170th Ave-Beaverton,OR 97003 402 1850 SW 170th Ave.Beaverton,OR 97003 502 IBM)SW 17018 Ave,Beaverton,OR 97003 15031 642-1511 www.tvwdorg SCALE-NONE 1501)8483000 w.vwtvwd.or8 SCALE.NONE (507)8483000 www,[v+vd.aTg SOLE:NONE (903)848-3010 ww,tvwd o,8 E:NONE Pro,lect: New Building GATE VALVE NOTE 4. ��' -"� '! �1 MID-SPAN COUP NS ADAPTOR T.12"GA LADDER INSTALLATION MUST COMPLY i7.34gSEE DOUBLE CHECK VALVE WITH ALL CURRENT OSHA STANDARDS. [� / �/ r f ST RBST T r NOTE 1 1 y� 1 V-�i��GiJ.�} Ll I I ISI a IA i' SERVED LOT TO BE 40" ION. I FLOW MW�lld ;;4' (. 1 j. )Imo;�� I'IS� 10125 SW Washington Sq.Rd. z - La I 0 \ I - Portland,Oregon 97223 PROPERTY LINE { S SPOOL FLG�E f ee� EXTEND DUCTILE IRON PIPE 0`_ 1 a, j 12" MAX. TO ----_ SEE NOTE 2 Ilpl 5'MIN,OUT OF VAULT TO Q SIDEWALK #' LATH ON PROP.J TOP RUNG O I DETECTOR FOR SUE TO VAULT SETTLEMENT Sheet Title: I` I PROTECT ERDM BREAKING LINE AT RUE. of SEE NOTE 1. - 1 FIRE LINES ONLYU. l• ��Otli.o.PUMP OR RAN PER DETAIL 702 PROPERTY LINE AND ~ 7" MINS---• A i LADDER MEETING osHA II J z PROPERTY CORNER. I i�17 LOT NUMBERS MARKED E. SEE NOTES 2 AND 3. 0 / \ REQUIREMENTSSEE.EE IL AND Site Details ON FACE OF CURB. ID SEE NOTE 1. I. PUBLIC UTILITY 15" Lei 15" �' SPECIPCA71ORS PLAN EASEMENT MIN MIN WRAP SERVICE PLAN 0 •;:°".;!• -I 0 i DRAIN TO Crim OR UNE MIN. 3' WITH 3" MIN V��;;_ IF 6" MAX I 3'YIN B +� OAYUpiT 10-MIL PVC SEE DETAIL 301PE .„,,,-1.491:,L0 I - 0 GROUND UNEP- , 44A.....4... ,/ -+ �.-� ��/�. ae�� - ) v I!^7I�• T I,nn •. - 30" MIN. CLEAR I ' 3'MIN ''''''"'"-"*::1-...:---.•::-..:,:...... '"��"A. -�` - DISTANCE TO ANY - I - OPENEDIQ ON y ISOLATION BALL VALVE OBSTRUCTION Q ,� OShY n _ _ I _ O SEE ROTE 5 I MEGA FLANGE STRADDLE BLOCK i COUPLING ADAPTOR ,i) X16� IN / © PER DETAIL 304(EYP) I INURE CHECK VALVE METER BOX AND SERVICE PER CURRENT a. / • 2" DOUBLE STRAP INSTALAT10N BY TWO I PLUMBING CODE - - =Ii1 _ - I �� l j ftevisbn� TAPPING SADDLE - I - 0FLOW dill 1 . OR LINE SIZE X 2" I 12" MIN. ��€ f" rvwOR.wucnr PIa.Oes Repn•e1. IIMq]116 2 3SMdmla Ma TEE METER 'Ae' 4 kl Iro cOIvcRETE BALLAST ' Y14i Ti ' / \' 1111 ,-�ooETr 3 La Ant mu a la a..INII 2" IRON BODY- I - 15 _ SEE NOTE 3 1 TM cwm.,• L,.sswaaw GATE VALVE, - I MIN _ .I 0 ; 1-� a PAN ma a 12 Ash,mle THREADED a•"'".41 I ' ts"YIN DEPTH -- c•s 8/2188/2 Dour Camera 3/4'-7" = T 1e Aar Cale 5 IOP A�om 215 !EM- ' , 1 t ELEVATION MINED ROCK FOR .$7.,:, II. milk.................. - ' • ,�`�9 DRAIN TO DAYUSHT OR DOm'E rm� rA rvr,ns SA ' KEYNOTES 0 GAAINAGE 'e.4."`VA. • L'U,':I:il'-' �` PROVIDE 1/3-HORSEPOWER SIDE VIEW FRONT VIEW G. DRAIN TO CURB OR OTHER LOCATION WITH STAINLESS STEEL SUMP PUMP. ELEVATION A. LOCATE SUMP PUMP AWAY FROM DISTRICT APPROVAL. ELEVATION SEE DETAIL 702 FOR CLEM; PIPING AND DEVICES. H. RODENT SCREEN 6 DEPTH s 4-G SUMP DETAILS. 1. DEVELOPER'S SURVEYOR SHALL SET A LATH AT THE INTERSECTION OF THE PROPERTY B. DRAIN LID CHANNEL TO DAYLIGHT. COMACT D TK I. 3/4"-1" CRUSHED ROCK FILL, NO FINES. COMPACTED TO 951e LINE AND THE PUBLIC UTILITY EASEMENT. DEVELOPER'S SURVEYOR SHALL ALSO MARK KEYNOTES: C. SUMP PUMP DISCHARGE PIPING TO CONTRACTOR SHALL PROTECT ALL PIPE, MAX DENSITY THE PROPERTY UNE AND LOT NUMBERS ON THE FACE OF CURB WITH WHITE PAINT. A. LADDER EXTENSION SHALL BE ALUMINUM AND EXTEND 40" ABOVE THE TOP RUNG OF DISCHARGE LOCATION PER PLAN. VALVES, METERS, DEVICES, ETC. WHILE B6IES: 2. IF PROPERTY CORNER MONUMENTS HAVE NOT BEEN SET AT THE TIME OF WATER THE LADDER D. ISOLATION BALL VALVE PLACING ROCK. 1. REFER TO OAR'S FOR ALL CLEARANCES AND SERVICE INSTALLATION, THE DEVELOPER'S SURVEYOR SHALL SET A LATH AT THE 8. ATTACH LADDER SUPPORT TO INSIDE FACE OF VAULT COVER OPENING WITH STAINLESS E. INLINE CHECK VALVE J. MANUFACTURE GRATE WTH CUTOUT FOR I VAULTUTTUTBILCO TO DHA FOR UST OF APPROVED AsseuauEs PROPERTY CORNER LOCATION ON THE RIGHT-OF-WAY LINE. F. 18" T& G OR B & 5 ROUND CATCH IIB VAULT• DOOR• ManRp nmm wouP P.G.20IS STEEL HARDWARE AS SHOWN. OF RUNG MUST BE SET 7' FROM FACE OF SURFACE DISCHARGE PIPING. GRATE SHALL BE 2. CONTRACTOR TO SEAL ALL OPENINGS IN VAULT Au InoHn IEsaAwO 3. ORS 92.044(7) PROHIBITS LOCATING ANY UTILITY INFRASTRUCTURE WITHIN 1 FOOT OF BEHIND RUNG. LADDER SHALL BE ON THE SIDE ADJACENT TO THE DOOR HINGE. BASIN WITH FABRICATED GRATE, REMOVABLE WITHOUT DISASSEMBLY OF I 3 660-WA U-5AL WITH NON SHRINK GROUT A SURVEY MONUMENT. DEVELOPER SHALL PAY FOR ANY RELOCATION OF SERVICES C. PROVIDE 15" MINIMUM LATERAL CLEARANCE ON EACH SIDE OF LADDERGALVANIZED AFTER MANUFACTURING. DISCHARGE PIPING. 1 4 577-WA ,1-574. 1 CONTRACTOR TO INSTALL CONCRETE BALLAST 3 CU TUE Mims arta RE PROPERTY or AND/OR METER BOXES FOUND TO FALL WITHIN 1 FOOT OF A SURVEY MONUMENT 0. LADDER SHALL MEET THE REQUIREMENTS OF OSHA AND SHALL BE HOT DIPPED PROVIDE 6 - 1' HOLES SPACED K. PROVIDE PERMANENT POWER SOURCE PER I 6 876-WA J-SAL YDS MMI AROUND BASE OF VAULT WERE FLOODING WITH11a UM OO1Rlbal 'mow,. LOCATION. GALVANIZED AFTER FABRICATION. AROUND BASIN 3" ABOVE FLOOR OF LOCAL ELECTRICAL CODES FOR SUMP PUMP. I B 687-WA JD-3AL I OR HIGH GROUND WATER EXIST MITT INE TOM wRmm 4. PLACE BACKFLOW ASSEMBLY AS CLOSE TO METER AS POSSIBLE. ADHERE TO LOCAL E. LADDER SHALL BE ATTACHED TO FLOOR OF VAULT WITH STAINLESS STEEL HARDWARE VAULT. WRAP WITH FILTER FABRIC SECURE POWER CORD TO SUMP PUMP I 10 5108-LA JD-3AL I 4. THRUST BLOCK I'-0'MIN THICKNESS =MITT.11ar MAIM MORN 0110UP,P.C. ISOLATION REQUIREMENTS. PER THE MANUFACTURERS RECOMMENDATIONS. TO KEEP GRAVEL OUT OF SUMP. DISCHARGE PIPING WITH NYLON CABLE TIES. •'OR EQUAL" 5. FOR USE ON FIRE SERVICE UNE- Dole 19 August 2018 Tualatin Valle Water District DESIGNED.KLS 1-1/2"8 2"METER I DATE:3/1/20Th Tualatin ValleyWater District OESKTNED:KLS I DATE:3/1/2016 DATE:3n/201B Tualatin ValleyWater District DESIGNED KLS DOUBLE CHECK VALVE DATE;311/2018 Drawn by: Checked Valley Tualatin Valley Water District DESIGNED KLS by: INSTALLATION WITH DETAIL VAULT LADDER DETAILDETAIL ASSEMBLY DETAIL �� sem• APPRdVED NWA !t a.. 'APPROVED NWA I 4,4L11 �7V APPROVED:NWA SUMP PUMP INSTALLATION �� s� j APPROVED BACKFLOW PREVENTION ' INSTALLATIONOR DOUBLE CHECK 1850 SW 170th Ave.Beaverton,OR 97003 iscalE.NONE 1 DEVICE 505 1850 SW 170th Ave.Beaverton.OR 97+103� E.NONE I 701 1850 SW 170th Ave.Beaverton,OR 97003 A LE,NONE 702 1850 SW 170th Ave-Beaverton,OR 97003 SCALE: 801 (593)848-3000 www.Ewad.ors 1509)Bab-3000 www evwd 15 15031848-3000 wvew.t.wd.ora (Sm)Bos-3000 www.Wwd.nrg DETECTOR ASSEMBLY TMR Job Number. 17260 Sheet For Construction Set - August 2018 C4.2 MIwREN DESIGN GROUP,P.C. —HIGH DENSITY JUTE OR ARCECIL T1UFE • PACE NANNING 6'MIN— COCONUT mantic FREEBOARD 7650 S.W.Beveland,Suite 120 OVERFLOW TO— —3:I(HI V)MAXIMUM SLOPE Tigard Oregon 97223-8692 CONVETANCE,NNNTNN Voice 503-244-0552 MAXIMUM LINEAR SEPARATON FROM ALL Pax:503-244-0417 STORM INFLOW V1NT5 •, I •D ! II t I'll 1.MIN �•�✓r MIN GROWING NEDIUM T.M. RIPPEY �_r DEEP(5/4'_1/41 CONSULTING ENGINEERS —� CLEAN CRUSHED DRAIN ROCK 5 _ r• "-^-`B'DEEP '-3/4') 7650 SW Bevelend,Suite 100 .� �_�_�_ �.: _ sHE0AI 5._ /+�.._ CLEAN CRUuSHED 2RN Roca Tigard,Oregon 97223 •�{.0 ..�., A ' Phone;(503)443-3900 W.YFT .Y f ovERFLGw To Fax:(503)443.3700 �CC I6 VAN CE NATIVE SLBCRADE NON-WOVEN GE07EXOLE FILTERR FABRIC IC PERFORATED FIVE U,�6DE Nle,fro 1. 55134 P 25.,•� 41 KORSG I EXPIRES: 6/30/19 1rTFUBLi°WATER DUALITY AND/OR QUANTITY SYSTEM 2. PROVIDE OVERFLOW CONVEYANCE SYSTEM, OVERFLOW CONVEYANCE HEIGHT TO ALLOW 6"MAXIMUM Client: PONDING,PIPING TO A MINIMUM OF THE PLUMBING CODE OR CONVEY THE 3S-YEAR STORM. 3. IF 051NG THE NATIVE 50L INFILTRATION FOR SIZING,THE RATE SHALL BE DETERMINED BY ASTM �7TESTING METHS. 1 i1 R 4, FLOWDARDISSIPATORS SH711Ll)BE LEED IF ENTRY SLOPE TO THE BASIN IS GREATER THAN 3:1.FLOW V+-A•L CNSVPATORS SHALL BE CONSTRUCTED CUT OF ROCK OR GRAVEL PER DESIGN FLOW VELOCITY AT ENTRY CR THE FACILITY, 5. TREATMENT AREA SHALL NAVE HIGH DENSITY,RITE OR COCONUT MATTING OVER TB"MINIMUM OF GROWING MEDIUM OR BASE STABILIZATION METHOD AS APPROVED BY THE DISTRICT. B. VECETATCN TO BE USED IN WET AREAS OF 711E BASIN IS PER APPENDIX'A'OF RAD 07-20 FOR THE ART MOISTURE CONDITIONS. 7. VEGETATION TO BE USED IN OTHER AREAS OF BASIN CONFORMS TO PLANT LIST op THIS HANDBOOK AS APPROVED BY DISTRICT, 720 NE Grand Ave. NON—STRUCTURAL LIDAPortland,Oregon 97232 PLANTER/RAIN GARDEN HANDBOOK CleanWane,r?servoea DRAWING NO. 797 REVISED 05-16 Project: New Building 10125 SW Washington Sq.Rd. Portland,Oregon 97223 Sheet Title Site Details Revisions: L 1114.3115 2 1111.2011 TVWDmmen Pin Owell.17,Nowe 1 15Aaa311 A II AnAll! TYTRmmnne CWS3,mnma[ N MAIN SII E 12A,yZ111 CR5 Comm.. 1207T e 7. lel.yylle1e AIaIMIS OMIT IUl.,n eF.l,WTWasq NADNEN Au.Ba AP�m bP.0'm16 NESE GAIMNDE ARE NE PROPERTY Cr 1*LRM OEN N cPctm,P C,AMR Kr TX 1R 25E7 Oa REPROIXnID Iw� 1q MANRTL EIRSHT WN M Paps 1MI{11EM 24011365101 ar 411.0001 OESKAI GIMP,P.C. Date: 19 August 2018 Drawn by: Checked by: FMR Job Number. 17260 Sheet For Construction Set - August 2018 C4.3 71, , MnJ*EN DESIGN GROUP,P.C. ESC PLAN FOR SITES 1 TO 5 ACRES Aze:HETWI rUAR - 9'A:8 PLANNING 7659 S.W.Beveland,Suite 120 Tigard,Oregon 97223-8692 Void 503-294-0552 Fax:503-294-0417 N T".• --.... 1M Pk. / PROJECT TEAM NARRATIVE DESCRIPTIONS EXISTING ! ;�w•:./1/4/07 ! OWNER/APPLICANT CIVIL ENGINEER SURVEYOR EXISTING SITE CONDiT10Ns T.M. RIPPEY TAX LOTS 100 & 101: EXISTING COMMERCIAL PROPERTY WITH TWO BUILDINGS. EXISTING PAVED PARKING, LANDSCAPING & CONSULTING ENGINEERS BUILDING = iOA+S0. DON RASMUSSEN COMPANY CONTACT: GREG RASMUSSEN TM RIPPEY CONSULTING ENGINEERS CONTACT: KARL KOROCH, PE WH PACIFIC CONTACT: MATT SIMPSON UTILITIES ASSOCATED WITH EXISTING COMMERCIAL BUSINESS. ��"�!_ i Ro 720 NE GRAND AVENUE 7650 SW 8EVELAND ST, SUITE 100 9755 SW BARNES RD, STE 300 DEVELOPED CONDITIONS 7650 SW Beveland,Suite 100 IIS PORTLAND, OR 97232 TIGARD, OR 97223 PORTLAND, OR 97225 TAX LOT 100: ONE BUILDING (EXISTING RESTAURANT) TO REMAIN WITH EXISTING PAVED AUTO PARKING, LANDSCAPING AND Tigard,Oregon 97223 PHONE: 503 230 7700 PHONE: 503 443 3900 PHONE: 503 628 0455 Phone:(503)443-3900 N. 11P,.. ..!976.4„,.. _ EXISTING ASSOCIATED UTILITIES. Fax:(503)443-3700 ....11%..%„:". �, I ADJACENT D A EN TAX LOT 101: TWO BUILDINGS, PAVED AUTO PARKING, LANDSCAPING, AND APPLICABLE UTILITIES ASSOCIATED WITH FULL I+ DEVELOPMENT OF THE SITE. NLLP `\ `fl STANDARD EROSION AND SEDIMENT CONTROL PLAN DRAWING NOTES NATURE OF CONSTRUCTION ACTIVITY AND ESTIMATED TIME TABLE ppppgSEp • MASS GRADING: MAY 2018 CEO PROF& N " • � '�� 1. ALL PERMIT REGISTRANTS MUST IMPLEMENT THE ESOP. FAILURE TO 16. THE APPLICATION RATE OF FERTIUZERS USED TO REESTABUSH VEGETATION •• UTILITY INSTALLATION: MAY-AUGUST 2018 \5�E'a 1 Xi `T.�/O IMPLEMENT ANY OF THE CONTROL MEASURES OR PRACTICES DESCRIBED N MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS TO MINIMIZE NUTRIENT • BUILDING CONSTRUCTION: MAY-DECEMBER 2018 w 4'15504++ �y �` THE ESOP IS A VIOLATION OF THE PERMIT. RELEASES • FINAL STABILIZATION: DECEMBER 2016 r. TO SURFACE WATERS. EXERCISE CAUTION WHEN USING t ! i' 2. THE ESOP MEASURES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS TIME-RELEASE FERTIUZERS WITHIN ANY WATERWAY RIPARLAN ZONE. �� , r TOTAL SITE AREA = 315,381 SF = 7.24 ACRES (TAX LOTS 100, 101) 0 I' ., 09 -Aad / r FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, 17. IF A STORMWATER TREATMENT SYSTEM (FOR EXAMPLE, ELECTRO-COAGULATION, 'ttF # Noy Ip UPGRADE THESE MEASURES AS NEEDED TO COMPLY WITH ALL APPLICABLE FLOCCULATION, FILTRATION, ETC.) FOR SEDIMENT OR OTHER POLLUTANT TOTAL DISTURBED AREA = 212,388 SF = 4.67 ACRES b' G� ' N. LOCAL STATE, AND FEDERAL EROSION AND SEDIMENT CONTROL REGULATIONS. REMOVAL IS EMPLOYED. SUBMIT AN OPERATION AND MAINTENANCE PLAN ' L KORO 3. SUBMISSION OFALL ESOP REVISIONS IS NOT REQUIRED. SUBMITTAL OF THE (INCLUDING SYSTEM SCHEMATIC, LOCATION OF SYSTEM, LOCATION OF INLET, SITE SOIL CLASSIFICATION SITE EXPIRES: 6/30/19 ESOP REVISIONS UNDER SPECIFIC CONDITIONS. SUBMIT ALL LOCATION OF DISCHARGE, DISCHARGE DISPERSION DEVICE DESIGN, AND A I ALOHA SILT LOAM (0-3X SLOPES) I NECESSARY REVISIONIS TOONLY DEG OR AGENT. SAMPLING PLAN MID FREQUENCY) BEFORE OPERATING THE TREATMENT 13 COVE SILTY CLAY LOAM (0--1% SLOPES) SITE MAP SYSTEM. OBTAIN PLAN APPROVAL BEFORE OPERATING THE TREATMENT SYSTEM. 45B WOODBURN SILT LOAM (3-7X SLOPES) 4. PHASE CLEARING AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO OPERATE AND MAINTAIN THE TREATMENT SYSTEM ACCORDING TO NOT To SCALE PREVENT EXPOSED INACTIVE AREAS FROM BECOMING A SOURCE OF EROSION. MANUFACTURER'S SPECIFICATIONS. 13 SITE SOILS HAVE A LOW TO MODERATE EROSION POTENTIAL. FILL MATERIAL SHAD.BE GENERATED ON-STIE FROM 5. IDENTIFY, MARK,AND PROTECT (BY FENCING OFF OR OTHER MEANS) CRITICALRADING EXCAVATION, UTILITY TRENCH SPOILS AND FROM NI APPROVED OFF-SITE APPROVED LOCATION TO BE Client, RIPARLAN AREAS AND VEGETATION INCLUDING IMPORTANT TREES AND 18. AlT THE END OF EACH WORKDAY SOIL STOCKPILES MUST BE STABILIZED OR DETERMINED BY THE GENERAL CONTRACTOR. ASSOCIATED ROOTING ZONES, AND VEGETATION AREAS TO BE PRESERVED COVERED. OR OTHER BMPS MUST BE IMPLEMENTED TO PREVENT DISCHARGES JLR IDENTIFY VEGETATIVE BUFFER ZONES BETWEEN THE SITE MD SENSITIVE AREAS TO SURFACE WATERS OR CONVEYANCE SYSTEMS LEADING TO SURFACE RECEIVING WATER BODIES WATERS. (E.G., WETLANDS).AND OTHER AREAS TO BE PRESERVED, ESPECIALLY IN STORMWATER RUNOFF FROM THE PROPOSED DEVELOPMENT (TAX LOT 101) IS CONVEYED TO PROPOSED UNDERGROUND ._, • - - PERIMETER AREAS. 19. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND DETENTION CHAMBERS ON SITE. OVERFLOW IS DIRECTED TO A FLOW CONTROL MANHOLE AND THEN TO A PEAK DIVERSION CREATION OF BARE GROUND DURING WET WEATHER OCTOBER 01 - MAY 31. STORMFILTER VAULT, ULTIMATELY BEING CONVEYED TO THE EXISTING DITCH SYSTEM, SOUTH OF THE SUBJECT SITE. iA::,,.;^ a "._ 6. PRESERVE EXISTING VEGETATION WHEN PRACTICAL AND RE-VEGETATE OPEN I COLLECTION STORMWATER RUNOFF FROM THE ADJACENTDE EXISTING DEVELOPMENT (TAX LOT 100) IS CONVEYED TO THE EI(ISTIG � •., i S ,� 0 1 AREAS. RE-VEGETATE OPEN AREAS WHEN PRACTICABLE BEFORE AND AFTER 20. SEDIMENT FENCE: REMOVE TRAPPED SEDIMENT BEFORE IT REACHES ONE COLLECTION SYSTEM. THE PROPOSED DEVELOPMENT REROUTES EXISTING PIPING AROUND THE PROPOSED BUILDING TO CONTROL MUST BE IN PLACE BEFORE VEGETATION IS DISTURBED AND MUST REMOVAL. THE OF 01"„"„w�, a PROJECT GRADING OR CONSTRUCTION. IDENTIFY THE TYPE OF VEGETATIVE SEED MIX THIRD OF THE ABOVE GROUND FENCE HEIGHT AND BEFORE FENCE REMOVAL THE EXISTING STORM MANHOLE ON THE WEST SIDE OF THE PROPERTY. USED. ... V""""""" LOCATION 21. OTHER SEDIMENT BARRIERS (SUCH AS BIOBAGS): REMOVE SEDIMENT BEFORE THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS 1200-CN PERMIT, THIS ESCP AND • „ 7. EROSION AND SEDIMENT CONTROL MEASURES INCLUDING PERIMETER SEDIMENT IT REACHES TWO INCHES DEPTH ABOVE GROUND HEIGHT.AND BEFORE BMP 'I GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE NCE WITH THE 1200-ON PER720 NE Grand Ave. i z F L REMAIN IN PLACE AND BE MAINTAINED, REPAIRED, AND PROMPTLY REQUIREMENTS. IN CASES OF DISCREPANCIES OR OMISSIONS, THE 1200-CN PERMIT REQUIREMENTS SUPERCEDE Portland,Oregon 97232 0'=' IMPLEMENTED FOLLOWING PROCEDURES ESTABLISHED FOR THE DURATION OF KS: CLEAN BEFORE RETENTION CAPACITY HAS BEEN REDUREDUCED BY REQUIREMENTS OF THIS PLAN. CONSTRUCTION, INCLUDING PROTECTION FOR ACTIVE STORM DRAIN INLETS AND 22. CATCH BASFIFTY PERCENT. SEDIMENT BASINS AND SEDIMENT TRAPS: REMOVE TRAPPED t�' 0------^• CATCH BASINS AND APPROPRIATE NON-STORMWATER POLLUTION CONTROLS. SEDIMENTS BEFORE DESIGN CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT 1 AND AT COMPLETION OF PROJECT. PERMITTEES SITE INSPECTOR PI0IACL -�,ya B. ESTABUSH CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT 23. yrtf}IIN 24 HOURS, SIGNIFICANT SEDIMENT THAT HAS LEFT THE CONSTRUCTION "aP�' AREAS BEFORE BEGINNING CONCRETE WORK. DIRECT ALL WASH WATER INTO APERLO CONSTRUCTION QUALIFICATION PROGRAM AND NUMBER: New Building i' °} P PIT OR LEAK-PROOF CONTAINER. HANDLE WASH WATER AS WASTE, CONCRETE SITE, MUST BE REMEDLATED. INVESTIGATE THE CAUSE OF THE SEDIMENT 1CONTACT: DAVE WHEELER ECO-3-6191520 7 �\ """'""'"0 DISCHARGE TO WATERS OF THE STATE IS PROHIBITED. RELEASE MID IMPLEMENT S1LYS TO PREVENT A RECURRENCE OF THE 16101 SW 72ND AVE, SUITE 200 "^-^' DISCHARGE WITHIN THE SAME 24 HOURS. ANY IN-STREAM CLEAN UP OF y TIGA.RD: $0 97224 .„q 9. APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES SEDIMENT SHALL BE PERFORMED ACCORDING TO THE OREGON DMSION OF PHONE: 503 701 8148 ',z1•d IMMEDIATELY ON ALL DISTURBED AREAS AS GRADING PROGRESSES AND FOR STATE LANDS REQUIRED TIMEFRAME. I' - ♦ " • 0 ALL ROADWAYS INCLUDING GRAVEL ROADWAYS. EMAIL: tllrheelerOpe[1O.biY r 0'-e- • 24. THE INTENTIONAL WASHING OF SEDIMENT INTO STORM SEWERS OR DRAINAGE 10. ESTABLISH MATERIAL AND WASTE STORAGE AREAS,AND OTHER WAYS MUST NOT OCCUR. VACUUMING OR DRY SWEEPING AND MATERIAL VICINITY MAP NON-STORMWATER CONTROLS. PICKUP MUST BE USED TO CLEANUP RELEASED SEDIMENTS. BMP MATRIX FOR CONSTRUCTION PHASES CB 11. PREVENT TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADS USING 25. PROVIDE PERMANENT EROSION CONTROL MEASURES ON ALL EXPOSED AREAS. REFER TO DEO GUIDANCE MANUAL FOR A COMPREHENSIVE LIST OF AVAILABLE BMPS. NOT TO SCALE BMPS SUCH AS: GRAVELED (OR PAVED) URIIS ANO PARKING AREAS, GRAVEL DO NOT REMOVE TEMPORARY SEDIMENT CONTROL PRACTICES UNTIL 10125 SW Washington Sq.Rd. ALLUNPAVED ROADS LOCATED ONSITE, OR 115E API E%IT TIRE WASH. THESE PERMANENT VEGETATION OR OTHER COVER OF EXPOSED AREAS IS BMPS MUST BE IN PLACE PRIOR TO LAND-DISTURBING ACTA/RIES. ESTABLISHED. HOWEVER, DO REMOVE ALL TEMPORARY EROSION CONTROL MASS UTILITY STREET FINAL WET WEATHER Portland,Oregon 97223 CLEARING MEASURES AS EXPOSED AREAS BECOME STABILIZED. UNLESS DOING SO GRADING I INSTALLATION I CONSTRUCTION I STABILIZATION I(OCT. 1 TO MAY 31) PROJECT LOCATION 12. WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER USE WATER-TIGHT CONFLICTS WITH LOCAL REQUIREMENTS. PROPERLY DISPOSE OF CONSTRUCTION � TRUCKS OR DRAIN LOADS ON SITE, MATERIALS AND WASTE, INCLUDING SEDIMENT RETAINED BY TEMPORARY BMPS. PRESEM'E yN L4 E.(TION -a a a a a AT THE NORTHWEST CORNER OF THE INTERSECTION OF SW GREENBURG RD AND BEAVERTON-TIGARD HWY(OR217). 13. USE BMPS TO PREVENT OR MINIMIZE STORMWATER EXPOSURE TO POLLUTANTSTWO�� z x Sheet Title 26. IF GETATIVE SEED MIXES ARE TYPE AND, ERCING MUST FAKE PLACE H NO �C Mr's x TIGARD, OREGON 97223 FROM SPILLS; VEHICLE AND EQUIPMENT FEELING, MAINTENANCE, AND LATER THAT SEPTEMBER 1; THE TYPE AND PERCENTAGES OF SEED IN THE Erosion LATITUDE = 4S 26' 44"N LONGITUDE = 122' 46' 42"W STORAGE: OTHER CLEANING AND MAINTENANCE ACTIVITIES; AND WASTE MIX MUST BE IDENTIFIED ON THE PLANS. HANDLING ACTIVITIES. THESE POLLUTANTS INCLUDE FUEL. HYDRAULIC FLUID, 1241154 A I AND PROPERTY DESCRIPTION LEFTOVER EPAINTS, SOLVENTSR OILS FROM , AND GLUES LES AND �FROMCONSTRUCTION OPERATIONS. 27. UNDISTURBED, PREFERABALL PUMPING OF LY VEGETATED LADEN TAREA.AND ER SHALL BTHRO TE HROUGH SEDIMENT m+�lT "O R MI DUST CONTROL x x x x x CONTROL BMP I.E. (FILTER BAG). -r x r x Sediment TAX LOTS 100 & 101 LOCATED IN THE NE 1/4 OF NW 1/4 OF SECTION 35. TOWNSHIP I SOUTH, 14. IMPLEMENT THE FOLLOWING BMPS WHEN APPLICABLE:WRITTEN SPILL RANGE 1 WEST, WILLAMETTE MERIDIAN, WASHINGTON COUNTY, OREGON PREVENTION AND RESPONSE PROCEDURES, EMPLOYEE TRAINING ON SPILL 28. ALL EXPOSED SOILS MUST BE COVERED DURING THE WET WEATHER PERIOD, �I(f T .x ` x - - - - ..-Ao l Control PREVENTION AND PROPER DISPOSAL PROCEDURES, SPILL KITS IN ALL OCTOBER 01 - MAY 31. Mort VEHICLES, REGULAR MAINTENANCE SCHEDULE FOR VEHICLES AND MACHINERY, 29. IF WATER OF THE STATE IS WITHIN THE PROJECT SITE OR WITHIN 50 FEET /" T>i 1 Cover Sheet ATTENTION EXCAVATORS MATERIALCDELIVERYTORAGAREEASD STORAGE ASTE MILDSUTRAINESG AND SIGNAGE, ANDOF THE PROJECT BOUNDARY, MAINTAIN THE EXISTING NATURAL BUFFER WITHIN, THE 50-FOOT ZONE FOR THE DURATION OF THE PERMIT COVERAGE, OR TPnOT¢:DDI .1 I a ¢ _ OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE 15. USE WATER, SOIL-BINDING AGENT OR OTHER DUST CONTROL TECHNIQUE AS MAINTAIN LESS THAN THE ENTIRE EXISTING NATURAL BUFFER MID PROVIDE 12511.121.12 , RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF NEEDED TO AVOID WINO-BLOWN SOIL ADDITIONAL EROSION AND SEDIMENT CONTROL BMPS. SEMEN'IRV THESE RULES FROM THE CENTER BY CALLING 503 232 1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, XIVAIR.L Is11TTER 012SCOOMPIT W ti 'V ° 'x YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT LEAST TWO BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 503 246 6699. -x = x 1 - = Revisions INSPECTION FREQUENCY PIPE"°��" 0:rnmnarm 2 .sas May Rapprac a LOCAL AGENCY-SPECIFIC EROSION CONTROL NOTES OUTLET PROTECTION '�� ,,,- a ACcei5Jme301a a IT A.ane • HOLD APRE-CONSTRUCTION MEETING OF PROJECT X(31C�C > t�+.>b+" CW5Eunxti i 1. IF VEGETATIVE SEED MIXES ARE SPECIFIED. SEEDING MUST TARE PLACE NO LATER THAT SEPTEMBER 1; THE SITE CONDITION I MINIMUM FREQUENCYs xwraou ¢ izawy a�:e TYPE AND PERCENTAGES OF SEED IN THE MIX MUST BE IDENTIFIED ON THE PLANS. CONSTRUCTIONASCUSS PERSONNELTHAT INCLUDES THE cwsc> ,• auar b 2. ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE DISCHARGED OVER AN UNDISTURBED, PREFERABLY 1. ACME PERIOD WEEKLY WHEN STORMWATER RUNOFF, INCLUDING INSPECTOR EO DIES AND EROSIONNAND SEDIMENT PG= N x N i - x T. 16z„iy XI a Ic Dae arta RUNOFF FROM SNOW MELT, IS OCCURRING. AT CONTROL MEASURES AND CONSTRUCTION UMRS. IxxTT lbnnnn sacxsvuc,>m,s, VEGETATED AREA, AND THROUGH A SEDIMENT CONTROL BMP I.E. (FILTER BAG). 42 WASTE urAn r x r x R 3. ALL EXPOSED SOILS MUST BE COVERED DURING THE WET WEATHER PERIOD, OCTOBER 01 - MAY 31. LEAST ONCE EVERY MONTH, REGARDLESS OF • ALL INSPECTIONS MUST BE MADE IN ACCORDANCE SPILL IT ON-WEE I I x r * WHETHER STORMWATER RUNOFF IS OCCURRING. WITH DEQ 1200-CN PERMIT REQUIREMENTS. CONCRETE WAv10Ur MEI I x x x s 2.PRIOR TO THE SITE BECOMING INACTIVE OR ONCE TO ENSURE THAT EROSION AND SEDIMENT • INSPECTION LOGS MUST BE KEPT IN ACCORDANCE Om[Ir. RATIONALE STATEMENT N ANTCIPATION DF SITS INACCESSIBILITY. CONTROL MEASURES ARE IN WORKING ORDER. ANY WITH DEQ'S 1200-CN PERMIT REQUIREMENTS. A COMPREHENSIVE UST OF AVAILABLE BEST MANAGEMENT PRACTICES BMP OPTIONS BASED ON DEQ GUIDANCE NECESSARY MAINTENANCE AND REPAIR MUST BE ' RETAIN A COPY OF THE ESCP AND ALL REVISIONS ( } MADE PRIOR TO LEAVING THE SITE. ON SITE AND MAKE TT AVAILABLE ON REQUEST TO MANUAL HAS BEEN REVIEWED TO COMPLETE THIS EROSION AND SEDIMENT CONTROL PLAN SOME OF THE ABOVE DEQ,AGENT, OR THE LOCAL MUNICIPALITY. DURING LISTED BMP'S WERE NOT CHOSEN BECAUSE THEY WERE DETERMINED TO NOT EFFECTIVELY MANAGE EROSION 3.INACTIVE PERIODS GREATER THAN 14 ONCE EVERY MONTH. INACTIVE PERIODS OF GREATER THAN SEVEN A ADDITIONAL AMP'S REQUIRED FOR WORK WITHIN 50' OF WATER OF THE STATE. ....azul®w mow PC.2016 PREVENTION AND SEDIMENT CONTROL FOR THIS PROJECT BASED ON SPECIFIC SITE CONDITIONS. INCLUDING SOIL CONSECUTVE CALENDAR DAYS. CONSECUTIVE CALENDAR DAYS, RETAIN THE ESCP AT au wxrrs rE5yavm C CONDITIONS TOPOGRAPHIC CONSTRAINTS, ACCESSIBILITY TO THE SITE, AND OTHER RELATED CONDITIONS,AS THE THE CONSTRUCTION SITE OR AT ANOTHER LOCATION. 44 BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY. ,NESx OR,i1111i15„6E THE y„IPP,,,,,' PROJECT PROGRESSES AND THERE IS A NEED TO REVISE THE ESC PLAN,AN ACTION PLAN WILL BE SUBMITTED. "tiCREH DESIGN GROUP.c C.AND OPE It/K-. /1,]�// 1101 TO BE USED 11 XEAi9CUCED W NIT r T 4.PERIODS DURING WHICH THE SITE IS IF PRACTICAL, INSPECTIONS MUST OCCUR DAILY AT SHEET INDEX h° ' ' l ovTW1 h NI VREN COM P.C. 1""' TTTT INACCESSIBLE DUE TO INCLEMENT WEATHER. A RELEVANT AND ACCESSIBLE DISCHARGE POINT OR IVDE/N DOWNSTREAM LOCATION. Date 19 AUmst 2018 C5 EROSION & SEDIMENT CONTROL COVER SHEET THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200-CN PERMIT.THIS ESCP AND X5.1 CLEARING de DEMOLITION, MASS GRADING EROSION & SEDIMENT CONTROL PLAN Drawn by: Checked by, CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE COMPLIANCE WITH THE 1200-CN PERMIT 5.PERIODS DURING WHICH DISCHARGE IS MONTHLY. RESUME MONITORING IMMEDIATELY UPON REQUIREMENTS. IN CASES OF DISCREPANCIES OR OMISSIONS.THE 1200-CN PERMIT REQUIREMENTS UNLIKELY DUE TO FROZEN CONDITIONS MELT, OR WHEN WEATHER CONDITIONS MAKE C5.2 GRADING & UTILITY CONSTRUCTION EROSION & SEDIMENT CONTROL PLAN AS KJK SUPERCEDE REQUIREMENTS OF THIS PLAN. DISCHARGES LIKELY. C5.3 EROSION & SEDIMENT CONTROL DETAILS TMR Job Number. 17260 Sheet For Construction Set - August 2018 C5 r' l-199{ `y � �<�\ 7J ` f 0 LEGEND T _� �/ \ `.7` PROJECT BOUNDARY — - - — `. / �` \ PROPERTY LINE - - - MILDRENDESIGN GROUP,P.C. j,� /SEDIMENT FENCING.TYP INLET PFOTEC 'IN. TYP / _ EDGE OF PAVEMENT n0.CFQTFCTVFF • SPACE PLANNING EXISTING 1' CONTOUR -199 -- ., ` - - --14-, 7650 S.W.Beveland,Suite 120 F' ` _ — - Tigard,Oregon 97229-8692 ♦ . 200-� 2.. _- �,_—• - - •_ , - •w� • 1 EXISTING 5' CONTOUR 1A5 — gVoice:503-244-0552 . EXISTING STORM SEWER UNE STM rI lw 199 -- •�� ENTRANCE ` - li I. r. ` - ® I a \ EXISTING WATER LINE —WATER FaX 503-244-0417 1 I --✓ 199 - - "IT EXISTING SANITARY SEWER LINE SAN— fIl tssl -- INN` 1 ,' 9a" - EXISTING GAS LINE GAS- 4�IIII 1111, -199' .-199 - .(;i ,` EXISTING OVERHEAD UTILITY WIRE OHW :E\..r � \ 11; +r '/ \ _ -.198- ',g1 ` PROPOSED EROSION CONTROL FENCE ❑ T.M. RIPPEY 1 I 9>v 'lr � -`.•-•:a11401 1 -- -- PROPOSED EROSION CONTROL FENCE ❑ ❑ 1�+11 I \ ► ' y '� st97- ` WITH ORANGE CONSTRUCTION FENCE — X--- x.— CONSULTING ENGINEERS • •• rf ` \ ,i,__- - _ 7 ' L,�25' 0 ~~ \ EXISTING SURFACE DRAINAGEa1Td, j _ ` ~_ _ \ 7650 SW SOre Suite23 CO1 II 71 ' FLOW DIRECTION11111111: luneTigard•503)443-390 II,' ,- / Pfiorse:(503)443-3900 1111 1 7`--196- - -ft,. `-996--_ 7' ` INLET PROTECTION, SEE ❑ Fax:(503)443-3700 r1�1 11 /- -- ----� '- DETAIL ON SHEET C5.3 — �'� ~—I95� ////////,r F CONSTRUCTION ENTRANCE. w \ -"tet / i SEE [DETAIL ON SHEET C5.3 �� a` cc,��0?We III IIIIT/I 1f —k95� 4 195 \3� GtAt r{/ fI1 _4r ,..%5 15504 I I I ' r / r- PRE-CONSTRUCTION, CLEARING �Y' ' 0, rf 111 - 1r_ `_ - •i ▪ / 7 _ = -- '- , & DEMOLITION NOTES// r4RL KORA°� mgp� l ▪ /',- 1- ALL BASE ESC MEASURES (INI FT PROTECTION. PERIMETER I EXPIRES: 6/30/19 11 ~/ \-�... e..- .1 a�J:I i:1 .,�71; Ir.. ti:.... 7 ) I CO( - 19J- ., ,Y- - -_ t f, MUST BE IN PLACE, FUNCTIONAL. AND APPROVED IN AN INITIAL 111 'y1..J --192-__ \ f, INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION f 1111.1 - - --1'-- \ ig /. ACTIVITIES. j I I ! / � \ % / 2. SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT Client: 7 1'! --191 --- - -- • - - --191- - 'T92___ / FENCE BERMS CONSTRUCTED OUT OF MULCH CHIPPINGS. OR ! !1! '—191 Y z / Ii/j/ OTHER SURABi E MATFRW SI$AW WATT FS OR OTHER APPROVFII JLR r I I! , ' ' �"--- _ y / casim 1-smtr 3..__ SENSIIT VE RESOURCES INCLUDING, BUT NOT LINKED T0,TREES. 1!! ! _ ' / \ ! `C -192 ' / Taus WETLANDS,AND RIPARIAN PROTECTION AREAS SHALL BE CLEARLY * _y !I f -- rX. �, / - - __ 4 � DELINEATED WITH ORANGE CONSTRUCTION FENCING OR CHAIN LINK f 11._ 190 _ 91-_ \� \ I J. \ •� 1e- 190 -▪ - f80 ` - - FENCING IN A MANNER THAT IS CLEARLY VISIBLE TO ANYONE IN f I, '1� 11(1 i. - J THE AREA. NO BARRIER, ARE PERMITTED TO OCCUR BEYOND THE 1 / / \ CONSTRUCTION BARRIER, • \ 193 4. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE ! 1 /OP ..- --\ BEGINNING OF CONSTRUCTION MD MAINTAINED FOR THE DURATION I II ' --- M1 --- OF THE PROJECT. ADDTTIONAL MEASURES INCLUDING, BUT NOT C--- UNITED T0.$7Fj�T SWEE%NG.AND VACUUMNVG MAY BE 720 NE Grand Ave. 1 1 REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN Portland,Oregon 97232 f' �\ T 1 FOR THE DURATION OF THE PROJECT. �� './ q - • \ \ I \ 0I. 5. RUN-ON AND RUN-OFF CONTROLS SHALL BE IN PLACE AND ,,1 1 t • �� :\ ��Cz 4,,,,,,.., l .(# 9= \ FUNCTIONING RUN-ON ANDE RUN-OW CONTROL MEASUNNING SUBSTANTIAL RES TION Project 1 L + ,�p�`% X188_ / —\ ------- 1 - aril (N INCLUDE: .- .:... AI. .II N 'ltI I I... ' I / s. I `-1 f- // , �� s J I. DAMS SURFACE ROUGHENING.AND BANK STABILIZATION, New Building / I 1 1 -188 _ -�iiii. �--� �� -7 (�", �. , „ __--- i ,_ ...„. I 1 1' • 789 189 V .........„ ... ...„ t- 87- -- PP; ri , /0.- r •4.4y1, ' 1 1g8_ • \ ylit.. �� ' 10125 SW Washington Sq.Rd. / �� S 7419 \,,... ! Portland•Oregon 97223 _t85\ 1` f • !f I S ? f-_ ( sLa. NTN,ter \ ' Sheet Title: ` / \,...........„....„„2:::t\' R e '�� 1 / - ., - I -189 ir - nx.f/ \ 7a, . . _ p / �` ....' ��'; . 4 . ! Clearing & Demo, �Oik./ \\ii Mass Gradin - \ _\\ `�I \ _\ \\ esp _______—.--,0,2. I 1f �` 1/ .' - - 3¢ _\� r,1 g --,--,..._,....,c.....,, Ei \ T 7�. 78 .........7, //' /i !-347\ e „_,,,,,i7 7� SAN • •� Erasion&Sediment ......). I!, /,! 19D �� ° " ' Control Plan to • L'''. ,±-1 e6_ i / ; WET \ lgJ A. - 0 I r\ 7 . 1/ i - rusrK i-MR. # / LAND ••• gz l �. 1 7.I I. roEIE �Naco 187. --- 1 -176 ._ ai L �\ CORRIDOR BOUNDARY Revisions ',.*4).[a�� \'gC _ ~ Flo -'198 0/' I. Il ear�le z aw.moe •,6 \ 1j6 \ ,c, : \ \ ' �\ \ -T86-� 7! '4,, l,v,r9r „� 4w„eaa. 175, 17g`- /� - _ c ` -\.- W / II, I P Tv.x min VMS s, ,ul R. I•N I •a p TH '•.� 77 . ,: - I �` \ L 4T -- I ) A.r I f ! , a s+.v ale c Izhhale ORANGE CONSTRUCTION FENCE \ ��1 - -rl ! VMS Conner.. MOT Comma. '411P.17,5,,....,::„.... (�; _ ]q '. 7. I.July XI. IL 19 Aumum ZIO .1.1106 lrir 1 a.l . Rem ODOT Oxman Fa Ccn•Truncn Set 1"' ��1l. 1 LOOP . CORRIDOR BOUNDARYy,_ '--}76 - ` ,,LL 4 i.7 ��' 7r ® ''1 / COPINITSuu canrNilcnoN A46716'. S ITI- 1110"ii \C�7f6'.` (E) STORM IOU LET �4sx��- � I -! -, -Nth..., UPPP/ -�,4i / OAP- �p�, -- t'--- ' 11�i. ——--4-. . / 1 778 (r y} I `~ - e.- _ ,// �! 7� MU-...TS Ncsr:Nacrt ---�-"J N L7 r► .sem t , N.eRCN ocscN C.C...?„Pc_zmc ----~��_ ~� - L,?~ 'I -1gS I / / TWO. pr9a GROUP,THE PRDPEPIT P: .wa ul[OE (E) WETLAND BOUNDARY _1� --1 ——_ m r� ^.. z- --~` - -" `�_-_ I A ,I NOT E PT•m —�� ._ ! -78� 7 ; ,/! o.To BE ura:u w RcvRowraD w No M1glir -. I r( K....6 M4DREN MGM CRAP.P.C. .CF)�GFTATED TN(PRIOR WRITTEN 17 �% • N� 7: - �l ' CORRIDOR BOUNDARY -- -_.V---- ,N g _ 3 -187, -' -, Dale 19 August 2018 _ _ N 1E1 VEGETATED / •a ., eNT'a... N -_` 184— _7 `- - - / Drawnk]y: Checked by: NOTE: SEE SHEET L1.1 FOR TREE PRESERVATION PLAN. WITH CONSTRUCTION FENCE `= �]d5 - _ _7_1-1:_CO CORRIDOR BOUNDARY res_f877-'—`_ �" / AS KJK (E) WETLAND BOUNDARY -_-=,,..X.19.1.1-,-.„-- TMR Job Number. 17260 I9-0 Sheet / le) SCALE:1"=30' 0 15 30 60 For Construction Set — August 2018 C5.1 199{ ''v �/ ? �\ ` LEGEND 7-1q _._. \ \ izzr 4. -- - - I PROJECT BOUNDARYPROPOSED SURFACE DRAINAGE \ PROPERTY UNE - - - - - MRAREN DESIGN GROUP,P.C. • IAATERIAL STORAGE AREA �.--/ FLOW DVRECTION nWa-6TBCI[� !FACE �> \ - EDGE OF PAVEMENT :i. ::Y ■/.. . 3 1 r, 01' INLET PROTECTION TPP. - INLET PROTECTION, SEE _ -- „ EXISTING 1' CONTOUR -S44-- - DETAIL ON SHEET C5.3 i Ch`>(l S.W.BeveEand,Suite 120 ' - 145 - - Tigard,Oregon 97223-8692 - '1 � - ... - - {k--• - - -- ?� • ' 1. 'l,r.. \ EXISTING 5' CONTOUR - .1gg- I { �"'- -- - 7. r_ 1 ENTRANCE _ -. PROPOSED 1' CONTOUR 144 SEEOCONSTRUCTION SHEETC5.3 0w �y Voice 5O3-249-0552 ' - / ><1 R [ id I `4. ' --' \ PROPOSED 5' CONTOUR .� `1 Fax 503-244-0417 �u � % 1. SD �r N PROPOSED STORM SEWER LINE SD //T�� R :II( + -- L•: `' CONCRETE WASHOUT SEE 1M l (1951 I 198. , -It: AO-- . PROPOSED WATER UNE W 111 I _ �11 �- 50' q DETAIL ON SHEET C5.3 /III 1 .. - \�.- ' - 4°'It y 1 PROPOSED SANITARY SEWER UNE SS I I I I J I I I .A.. :ill ,:.P 1.1 I %'Y&II I EXISTING FEATURE OR CONDITION (E) >f 111 II T�-�� --- 198- I.' PROPOSED EROSION CONTROL FENCE �� MATERIAL STORAGE AREA II./�� , T.M. RIPPEY I III t I --'j _ ill` i I ~-- ! �'�i - --- PROPOSED EROSION CONTROL FENCE X X- 1n / ±n -~ WITH ORANGE CONSTRUCTION FENCE n CONSULTING ENGINEERS Tigard,Oregon 97223 II lrh�1 III - - .e __- 197 _i...__ �zs-.,1 ' �� 7650 SW Beveland,Suite 100 1 aI •' Phone:(503)443-3900 11 I1 . '+" ___ -.- 24 -___ _..___,.. _ I� - EROSION AND SEDIMENT II =x I fall i CONTROL BMP IMPLEMENTATION Fat:(5(13)443-3700 r 11 it 1 I�. �jJ/,%� i 1. All BASE ESC MEASURES(INLF PROTECTION,PEfautTF7e SEpuENT I I 1Ill �'�r195� �j CONTROL,GRAVEL CONSIRUCTp.N ENTRANCES,ETC.)MUST RE IN PLACE, ;10 I I n I ' - - ` r NNCTIONLL,AND APPROVED IN AN INITIAL INSPECTION,PRIOR TO p PROF 1 1 dock, It I� ,' tr COMMENCNENT DF CONSTRUCTION ACTWIES. yQ'F'!M Hort, !+7It 1K / ///7/ 2. 'STOCK PRE AREA!'SHALL BE MOVED TO'STOCK PILE AREA 2' W 4E+15564+O O•� 1 I • �� Y94 T FOLLOW■C T11E IXGVATION CUT ACTH T E5. Vrrr f I I 1 - 1 -_` g} - - 0- THE'$TAMC.LOIaENT XV TENNICE.FUWNc.I+ORTA-POTTY.MD 1 I II',I '_1e4 _ -- - � _ JIM Jed SOtJD WASTE AREA T'SERC BE MOPED TO'STAGING.EOUlPLIENr O . T- I ` - 741fitgi - ed MAAITENANCE,FDEUHD,PORTA-POTTY,AM?OWE WASTE AREA 2' 'T 4IIII ` . -} .a - __ _ __ EaLLOWIIG IXGVAT DIAL'cur AGTR RIE$. ; '25' cz' 1 T f -- - - , /9 w u__- \ T- /1I 4. ALL'SEDIMENT BARRIERS(TO BE INSTALLED AFTER GRADING).SHALL B A'L KORO c"�F I f�1 -� i �, � i',� n ' , 1 INSTALLED IMMEDIATELY FOLIl/WWC ESTABLISHMENT OF FINISHED PROOF EXPIRES: 6/30/19 I 'a -t93` 1� i.(,�, - - AS SHOWN ON THESE PIANS. f)I-Y-. - J 6. - _ , Tsai _ s. UNG TERM sLaPE STORM zATION uL�suR s'eraupNG uArnNe SHALL (�l•�fy t `` 1 , ,- - DE IN PUCE avER ALL EXPOSED 50A S IIA DCTONOR 1- I!I'� :i`n 4 '-.-----4.'- a ~ o• _ 6. THE STORM WATER FM�IRY SWV.L BE CONSTRUCTED AHO LANDSC.wEA !I 1 1 '� `� -41 - T ,� PRIOR TO THE 5TOR11 WATER SYSTEM FUNCTIONING AND SITE PAvwc. Client: 1 .-,7_- f s� J,';` - 44 ' 7. INLET PROTECTION SHALL BE IN-PLACE IMMEDIATELY FOLLOWING AAVING f!11 F. -- - - - -� •.VL�,�7A, �.. .,u, `I - Z 3 ACTNITIES. JLR r r r r ` �'��pl '' �� - ItIT N�► !! - - s♦..#� `-192--- ■aoNo III l I -- �;�1�1111 \ i`� „o '_,_-\ I 10 MAN GRADING, STREET AND UTILITY AT �- - - 14tirW:��D E:' .v.7:ft` EROSION AND SEDIMENTrT �"' y 14 �•�� `r \~ 193 CONSTRUCTION NOTES / 1 1♦. 1. . _,.. / 1. SEED USED FOR TEMPORARY aR PERMANENT SEEDING SHALL DL N 1 _ - ``-_-_:��..�,, �' ; \ ' //'\I COMPOSED OF ONE OF THE FOLLOWING MIXTURES.UNLESS OTHERWISE 720 NE Granit Ave. L'" AUTHORIZED: 1 jfi� --, ' I r �5.�•��®�� ``\ / A YESTORATD CORRIDORION LONFOR AREAS APPROPRIATE NATIVE SEED MIKES.SEERDINATE_ Portland,Oregon 97232 `�' ■ /{ I \} /--4 -K'AT �`.�-`.��. / - .SA ` 1\\ ) ! LANDSCAPEDDESIGNER FOR APPROPRAIE SEE MIX MD APPROPRIATE 5 \J� 1 `/ �.``.�. � - - _� �f i ).� 0 TMVNG OF SEED PLANTING. ` 1 `. I �- 'e.'��..a� ' ``. '(� ` B.I.ART CRASS DWARF PERENMNIALMIRYEN. 1LRASS DO (178 EN I E1GHT) Project_ 11 t/ Tom_�'` J 'Y174; � 4#471:4444141* eq,�471:44�f� �`,� / ' M7 ?_ ,� \ �.2 As 1 .� z.CREEPING RED FESCUE(201<BY WONT) ) New Building C y"'T` + +� •+ ` \ Ai� � C.STANDARD HOW GRASS Mix(IAN 1 DOLE.Ac. 1it. __ �! , 44%. .`® _ '� �`I':. ` d +,ANNUAL RYEGRASS(40X BY MGM) �� . I• y • N \ 2.'NRF-TYPE FESCUE(BOX BY WflCHT) _ rI• ` T '♦, �, �'1', a` ,TB8. b N88ti` • \ 2. SLOPE TD AEC7VE TEMPORNR'OR PERWNENT SEEDING SHALL HAVE THE I7$.1 II (] A 1 DIE USE OF \,♦ 4' �`` -* 497. rSOTHER APPROVED PLEMENTS.SURFACE ROUGHENING URFACE ROUGHENED BY REAM OF TRACK-WALK64C IMPROVES SEED v1� y �» ` i t •_ -'! ' BEDDING AND REDUCES RUN-OFF VELOCfTY. . . I ♦ . y. LONG TERM SLOPE STARIu7ATLON LIE/SURES SHAH NIC<,00E THE . y c . ` �+•�, O / �' 2 ESTABUSHMENT OF PEIiMANENT VEGETATIvE COvR LAA SEEDING WITH I { \ ' �AW/11 q �. I ' rnAPPROmED AIX AND APPLICATION RATE. { '�w♦fit/• 110.a /:-.....-..)41," � ; fr, 4. TEMPORARY ROPE STABIIJIATION MEASURES SHALL INCLUDE COVERING gl I I i`-, 44i.*4Pip4 �' J \� \p1 D(POSED SOIL WITH PLASTIC SHEETING,STRAW MULCHING,WOOD CHIPS. 1012$SW Washington SL].Rd. Y ,� 'r OR OTHER APPROVED MEASl1RFS. -t \1 I 4�®•0�+4�� /siti 1. .�Lo c " I ' s. srocuPCLED solL oR sTR�PINcs SHALL BE PLACED IN A STABLE Portland,Oregon 97223 l \ 1 `p i� / 44,47C�'� ,S ` .f :,... ,..yl... 1 iOCATK7N AND CONFIGURATION.DURING INET WEATHER'PERIODS. l v ! STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING OR STRAW saw' w xrR Je-I Dols MULCH.SEDIMENT FENCE IS REQUIRED AROUND THE PERRIETER OF THE •85 ' V'1. , 0. '+ SEE ORDT OETIA TM4T1. •r.� PRorzcr 4r:7 s,cNAL \ 5 1 , / ` ,Ir so i!!# aoamwrs•Ina. s- fXPaSEDSTOCKPILLCl1T OH FILL ARIAS SHALL BE STABILIZED THROUGH THE USE Sheet Title: / I 1 f , /- 4 // • -184 4..,1 IP gAavG mmTAJCTO. OF TEMPORARY SEEDING AND MULCHING,E31051ON CONTROL BLANKETS OR & �,\.. , �,�`, \\\ A / /,/ \` .'C"--...„, ,/ .: ' :, I,��r�J.•f�1 MTS.APPROPRIATE MID-SLOPE EA SEDIMENT FENCES EE WRITES.OR OTHER QU Grading Utility S. _7 ! APPROPRUTE MEASURES.SLOPES EXCEEDING 25x MAY REQUIRE �` \ \ �� 41.4...// N , '\ N a ~�i�� li�� r ASAL EROSION CONTROL MEASURES. - 7. AREAS SUBJECT TO WINO EROSION SHALL USE APPROPRIATE DUST �\``\�'' v`�.r� ) •J\ `� ,/_ a � // / I _ r+!Ilkt�;'] �III CONTROL PLASTIC SHEETING,STRATHE APPLICATION PPLI vc,,OR OTHER AAPPSPRAY OF Construction `� • �� `��• $� �4/ T� /1.1"...„......... yo + fes. _�� MEASURES. Erosion&Sediment s / / : a CtW SIRUCTION ENTRANCES SHALL 8E INSTALLED AT THE THE PROJECT. .'.. � :',,'. :::• %, .4 1`S �.� t // •;:' 11/,,1 .0 at / ADONIONAL MEASURES INCLUDING,Bur Nor I,AL■1Eo TO,TRE WASHES. o o 1,=yv _ O • a SWEET SWEWING,AND vACWMING MAY BE FE REQUEIED TO INSURE Control Plan ` 1 ? /- !� LN SS `/--. AIP r 71 �PAYEp AREAS ARE KEPI LLEAq FDR THE pIWATfON OF TME -.. `4 . \J �S //\ 'ri SQ ` - N.`r8 . / �j+ 9. ACTIVEINLETS ro STOFIM WATER Sl'STEIAS SLiAtI BE PROJECTED THROUCN \_.17T- \ I l A S RIE USE OF APPROVED MEET PROTECTION MEASURES.ALL INLET .14 ." A. PROTECTION It/SURES ARE TO ec REevuRvf IF6PECTE6 AND -1 TI y,,qD .\��4��. 1 �` t ! ,ii0 87� A MAINTAINED AS NEMO. \\ \.�.� ..,-;-_.(ee \ A , / 4 , As! ! 10. SATURATED MATERIALS THAT ARE NOTICED OFF-SRF MUST t£ �� /g!. ��• 'IIIICORRIDOR BOUNDARY 40 / # # Revisions `` •' '..‘•":.7,...",...'-'--- �;-'� �'` \ 1 .l �' � TRANSPORTED IN WATER-TIGHT TRUCKS TO ELNINATE SPILLAGE OF �'` ' a� c� :3n 11 . SEpYENT NWD SEIXMENT-GDEN WATER. L ,TAarale a 25Mrrs,e FJ�,� ,i•-•. i.+ _�'4 ♦ lkw` / 1;• (f+ 11. AN AREA SEIALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TVIDcr..,-a I Dna : --..4'N `a +�. - #, TRUCKS IN N THAT DOES NOT PROVLDE RUN-OFF THAT CAN _ ��1.� •.�> \ S --]8g_ .. - X IS.=2)18 a Ia.w.sls \ ! JTa\ �• ` 7� 'OR -� - 1.. ,I i . . A' ENTER THE STORM WATER SYSTEM.IF THE CONCRETE WASH-OUT AREA TM ct c nsy,aw,y 7),..z........ .-,_- _ • 1111 ��- .\.• * CAN NOT BE CONSTRUCTED GREATER THAN 50'FROM ANY DISCHARGE a 9Avty ane a Is.wW zo[I 'd F. 1.11.E yy, Al.. \ `14, : 1 PONT,SECONDARY MEASURES SUCH AS BERMS OR TEMPORARY 5ETtIJNG CW5 Cmnmt. OGOTCmimm¢ ORANGE CONSTRUCTION FENCE r a�i �` -' �+rj /pppwgp�y(\(7�Lt��,, Art 1gb ; PIT$MAY BE REOUIREp-TH£WASH-OUT SHALL BE LOCATED WITHIN 51X \ V'\ ,-r IIP. ACL 1.11J ! -., •o yl, r. 16.1.1y3e a 19 M9.m Pie -1110-1- .-..."-z,...„:-... ` w `-� •N ��•:�� {'RQVIDE MATTING t TI J'f ;AN # FEET OF TRUCK Access AND BE LIMNED WHEN H REACHES 501E OF _ \ / /. IKUf w ,W-1 IDIL THE GIPACTr.r. ODOI'CcamnRih Fa Ce.ezr Pan Set \ '� ��'r- 4tT- �� ON 2:1 SLOPES, 1} i i sF£.. LETAa BIM. 12. SWEEPINGS FROM IXPOSED AGGREGATE CONCRETE SWILL NOT BE `` �� .,i�-+`t �i.s,„.. .4....„.. � nig DETAIL 805 ON SHEET C5.2. r J a ' 11 1 �:T 1 -, . '� / yam,' PICKED UP AND DISPOSED IN THE IRISH. -)) �' ... v �.- "•�. �, *� ,l/ ■ moues a!EDP TRANSFERRED TO THE STORM WATER SYSTEM.SWEEPINGS SHALL BE CORRIDOR BOUNDARY B- + �; 4...„....' , '2...)., \ •7 _-' i! `.,�' as r' %l. _.7 13. AVOID PAVING IN WET'CATTIER WHEN PRANG CHEMICALS CAN RUN-OFF '�.1 ,�. �. GAS INTO THE STORM WATER SYSTEM. �i l 14.USE IMPS SUCH AS CHECK-BAMS,BERMS MO INLET PROTECTION TD ��IJ6' (El STORM OWLET ^+`� 1`""- '' � !/ -� �rI' �1,��. ? PREVENT RLN-OFF FROM REACHING DISCHARGE POINTS. "fly - -.- , *� 1 _ r. \ 1PI _. _ YY 11 - / 1 BIM.. 1::It. „! .:1/. ., i__�� •••:.'.4. 0• rlr'V 1 �i 15. COVER CATCH IiCOAT,,MANHOLES,AND OTHER DISCHARGE POINTS WHEN i APPLYING SEAL COAT,TACK COAT,ETC.TO PREVENT INTRODUCING THESE 4:-..e.. ��d _-- 1PINgt, - - - MATERIALS TO THE STORM WATER SYSTEM. 4 ` 1a : MUM OM.may P.C.fore {El WETLAND BOUNDARY � 1 -/ - tC 9 Mae OWINGS as nr PROPERTY Dr -_- 7/ I I~ -- 1 - NOT TO MOON R P�PRODUCED N ANY ? `e� 1'PT A-RI N4:' e..,ER.WEPT air,I4'PAH*.6TTEN y(El VEGETATED � -L - - N44 ��/~ ilii‘""b......„- - I I! ^ ufTIGATION AREA IvaMlSsw a MAIN OMR war.P.C. CORRIDOR BOUNDARY= _ �� ,L -182,1/ /./ Date 19 August 2018 •1 1 i • . �1 �IAP81,_, - fE)_VEGFTATED �/,/- r Drawn by: Checked by: fu/I ��E -17:: / CORRIDOR BOUNDARY. NOTE: SEE SHEET L1.1 FOR TREE PRESERVATION PLAN. wIl}I CONSTRUCTION FENCE -`--�-�!��Y: -- _.1-=- - F / AS KJK (E) WETLAND BOUNDARY --= Wit° -18g-- �. TIER Job Number. 17250 ��JOW / I SCALE: 1"=30' I Sheet / 0 a 15 30 BO For Construction Set - August 2018 C5.2 21101•' ' MRDREN DESIGN GRoU PJC. FOR FURTHER REMOTION I ARCIIIEHCI'L1Re - 9PJ1E:9 77/111gi111R MATS/BLANKETS SHOULD .W+ ON DESIGN CRITERIA SLE EC INSTALLED VERTICALLY TRI it * CHAPTER 4 CF CLEAN WATER 40 1� 7650 S.W.Eieveland,Suite 120 SERVICES mosoN PREVENTION fAO' Tigard,Oregon 972239692 • 4/ 4 44 AND SEpYENT CONTROL _.Nt / ANGLE FILTER FABRIC FENCE TO g � + • PIANNNC AND OE510N MANUAL- _ 'C''':14 W �, ASSURE SOL IS TRAPPED Voice 503-244-0552 ,Atiiitr,„A pry ro • "'k. Ewe 0417 /' e :111111117/\\>,-/ _ n.�: a,-., : , • •fin • : 1 . / / '\ �1� , T.M. RIPPEY �/ • '+a: Cc,§uVV y5 INTERLOCKED 4•x z• CONSULTING ENGIINEERS �• ''! P '�j\\ CLEAN PIT RUN OR 3--8-CLEW ROCK SIO 'COAL SIF'�E POSTS AND ATTACH PLO'd'NO3GLLE 765D SW aevelard,Suite 100 1.12L///V SVBGRAOE REINFORCEMENT yam•' . Tigard,Oregon 97223 �� GEOTEXTILE,AS REQUIRED a Phone:(503)443-3900 / \ a-MIN. rUSE STITCHED LOOPS FAX:(503)443-3700 ' ~ ,(/\\�/�� •20'MIN.FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL FROM 9-OPE ! - f OVER Y-x 2-P0515 COTES: �/ /J1. BURY BOTTOM OF FILTER FABRIC 6" OVERLAP ` \\ - VERnCAILY BELOW FINISHED GRADE. � I, GRAVEL CONSTRUCTION / 2 POSIT FIR,PINE OR STEEL FENCE �I�E9 PROfF { ENTRANCE RWP 1 " _ A \\ 12• /// NJet A. 4-O 3 POSTS TOft SCBE INSTALLED ON UPHILLSIDE �4,A; 05504 !`��S ' 0. B-��pII�I'!I` t + PAVEMENT I ♦ / ` 4A-f.\- �( ,'j(�'CR-.[ 4 FABRICGT BOTH TRENCH.IDES OF FILTER yr , I p II 11 i/E • _ 4CURD) - _ , �% } A/ \� 5. PANELS MUST BE ACROPLACED ,,.,-^ X41 L ! A/\// �IIi l��`/`/ �/�/�`��,�� y _ +•�^ MEIE •0 FILTER FABRIC - ACCORDING TO SPAGNG ON DETAIL T 4F` /f�'�///////✓/'�//�'//Jt_� MIRE RInIc. N0,94Q `�Y YS.V�.2. ik �$..N/ STAPLES .." ../-/'/•//`4f"`%-'4O'PL : PROFILE �, •TN- �F4RL KOROG ISOMETRIC VIEW \�\�\\\ 4. v 1 NOT TO SCALE 1EXPIRES: 6/30/19 1 TYPICAL SLOPE LIifILIII ..,yq, ::, y} ------- ^•--- :;:•. /\\�A /..: I •. 1. THE ENTRANCE SHALL BE MAINTAINED INA CONDITION THAT INCL PREVENT TRACKING OR FLOWING •Ff\:::>" �a:t /?:a!:;:•,{ �,:•;•',•'' FlL1EA FABRIC MATERIAL SOIL STABILIZATION \�/S�/ OF SEDIMENT ONTO PUBLIC RIp4T-OF-WAYS,THIS MAY REQUIRE TOP DRESSING,REPAIR AND/OR 2'_6' p / \ 3B MGE RO S Client: \/BERM \\.\ .\� • �/ : / 12 CLEAN CUT OF ANY MEASURES USED TO TRAP SEDIMENT. I ....,...„.......................:22.“...:................................................D . / / 2. WHEN NECESSARY,WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RICHT-OF-WAY. '"••••"...-•••••••"••••••••••••••......•, .•.•. -4' 3 WHEN WASHING IS REQUIRED.IT SHALL BE GONE ON AN AREA STABILIZED WITH CRUSHED STONE } :'-' •• •.- :i.t:iy.•y.;;;:•rr;::. THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. f w•• •::•f'• ''•''•'•_•'•'••••''' • NOT TO SCALE 4. WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEASING THE SITE NA THE CONSTRUCTION 6- A� 4� `f '#' `'t/•---'Y ENTRANCE.OTHER MEASURES SHALL BE IWPLEMENIEO TO DIVERT RUNOFF THROUGH AN APPROVED - NOTES' FILTERING SYSTEM. 5- DIMENSIONS 1. SLOPE SURFACE SHALL BE FREE OF ROCKS.CLODS,STICKS AND GRASS.MATS/BLANKETS SHALL SING.F FAMII Y 1 A•MATOMUY SPACING - PER FARTHER NFORYAITON HAVE GOOD SOIL CONTACT, 20'LONG BY 20'WDE 8'DEEP OF ii''MINUS CLEAN ROCK. 1-6"- VIEW DESIGN CRITERIA SEE 2. APPLY PERMANENT SEEDING BEFORE PLACING BLANKETS. LOMMERCIAI FRONT VIEW CHAPTER 4 OF{LEAN WATER 50'LONE BY 20'WDE 3-6"CEFAN ROCK,GOVERNING AUTHORITY MAY REQUIRE GEOTEXTILE SERVICES EROSION PREVENTION3.LAY BLANKETS LOOSELY AND STAKE OR STAPLE TO MAINTAIN DIRECT CONTACT WITH THE SOIL DO NOT STRETCH. FABRIC TO PREVENT SUB-SOIL PUMPING. NOT TO SCALE ANG SEDIMENT CONTROLPLANNING ANO DESIGN MANUAL. 4. STAKING CR STAPLING LAYOUT PER MANUFACTURERS SPECIFICATIONS. 720 NE Grand Ave. Portland,Oregon 97232 • MATTING SLOPE INSTALLATION cleanWateri5ervices CONSTRUCTION ENTRANCE O anWatj��`Services SEDIMENT FENCE C3eanWateri"Services DRAWING N0. 605 REVISED 12--E DRAWING NO, 855 REVISED 12-'I ILOAWING NT. 575 REVISED 12-'6 Project. New Building dDiEs. EXISTING GRADE 3'BY 3'MIN AT MAY BE USED SHORT TERM I. WASHOUT FACILITIES SHALL BE BOTTOM OF W/UTILf1Y WORK INC W/ - MAINTAINED TO PROVIDE ADEQUATE IyNIIIIIIlIB:I IpIIII IllII WASHOUT TO PHASING OF DEVELOPMENT I - HOLDING CAPACITY WITH A MINIMUM - -. CONTAIN FREEBOARD OF 12 INCHES. A I CONCRETE A .1,4 gym• _ 10125 SW Washington Sq.Rd. • z- WASHOUT FACILITES MUST BE 11 like--.--..-.- -.....„.....-.. A•r�" Portland,Oregon 97223 CLEANED,OR NEW FACILITIES MUST _NrI i I' REBAR FOR BAG REMOVAL = FLOW - 1 SIU 1111 l NR'i BE CONSTRUCTED AND READY FOR III!-1-! / ! ! s __-� 'I' 1 1 ;- ■ ► .111111 I gl"�• USE ONCE THE WASHOUT IS 75R E'� 11 II•A'LII! Ii ' '1l TIN jjI'ru'fiL` I FULL, s ! ! ! 1 ! ! EllA II IDTMi l9.� tHIIi.NI'L' CATCH BASIN GRATE 1117•! • i ! e. .IIn1III 11 1111Th "" Sheet Tlkla 3. IF THE WASHOUT lS NEARING 1 GII:I g CAPACITY,VACUUM AND DISPOSE (I II !-F! • / !!, I,III Ei!i-'4 .-7-EZIPFIE OF THE WASTE MATERIAL IN AN Ili!��! I !.!-•!, I I - -- _ APPROVED MANNER I IL - (T` 4 Erosion III *M l -II14.� :... 4. TEMPORARY CONCRETE WASHOUT .- IIT t - I I I • & Sediment FACILITIES SHALL BE LOCATED A == IJfil� f= = I `' �� 'x'L:E CATCH BASE -' - ' MINIMUM OF 5C FT FROM SENSITIVE �. AREA DRAIN •��i41 e• 4,,Ifr�� AREAS INCLUDING OPEN DRAINAGE 9'BY 9'MIN TO ..-- _ 5. FACILITES wASHafrEFAGUUnEG CONTAIN CONCRETED LAN CATCH BASIN A �.Af,I�;0`I:,44se EXPANSION RESTRAINT Control • SHALL BE CONSTRUCTED AND NOT TO SCALE j'„ ^ e 41,.. -. MAINTAINED IN SUFFICIENT - -,•' Details QUANTITY AND SZE TO CONTAIN FLOW 'E ALL LIQUID AND CONCRETE WASTE PLYWOOD -BISI I i• 141 41► • - GENERATED BY WASHOUT �I CONCRE 48-BY 24- -.'lll)',� 4, ,' C' OPERATIONS. 'i WASHOUT PAINTED WHITE � ,,,e AREA fit I BLACK LETTERS Iii ,, 1 I I STORM PIPE •+A,/ 6. INSTALL CONCRETE WASHOUTTEMPORA SIGN MIME 1 6-HEIGHT A�IY q,pL�Ty rnn ( FLOW WITIHN 30 FEET OF TEMPORARY •III, ' CONCRETE WASHOUT FACILITY. 72• I I O ells I IT y� . • - Revisions: 111 $111' 7. TEMPORARY CONCRETE WASHOUTS _ .: Y L HMnm1a z aM.r211a MAY BE A PREFABRICATED _I ? _ '' A h• y Tvwoc:mmm� Kin mct R•Tame CONTAINER THAT IS PORTABLE AND CONCRETE WASHIXIT TEEM f' e• 1 11 MITI, - A A., . 4 i5J•,RIT L IfiU ,AOI il- REUSABLE. .. Tfi 1 N-I WAIL .Iii IIEI16y TV SJI•m2•,e cwss m,I (Olt EQUIVALENT �'NIIi'i;I 5 1Juh IOM S. 12 Juh ME NOT TO SCALE DITCH INLET PLAN VIEW cwsCo mar C •,e 7IRAiHAIIB & IRAvw DAA EXCAVATED MATERIAL3'_6'ROCK WITH A WOVEN oDorcm.,AnN FaC,EwraNI n AY BE USED FOR 1'MIN PERIMETER BERM MINIMUM 8'DEPTH 6" Overlap Of bogs. FILTER SACK 1 r - NOTES: 1. ADDITIONAL MEASURES MUST BE EEZ SLOPE cGNSIDER�D DEPENDING oN solL TYPES. CATCH BASIN INSERT I MIN , _ a'=�" : 2. 810-FILTER BAGS SHOULD BE =1^11'11 II II t LI11 1 'II 1TM-= �=� ' �11 hIaIl - rl STAKED WHERE APPLICABLE USING (2) I11=1=U= II-1=. -. I IL ,- - 1"X2" WOODEN STAKES DR APPROVED EQUAL PER BAG. NOTE: DURELN S v gERVaPP.C.LEIa AL.ARIRTS FOR FURTHER INFORMATION 1. RECESSED CURB INLET CATCH BASINS FOR FURTHER ATION RIESE DRAWINGSE THE PRRDPERTr of 3. WHEN USING 30" BIG-BAGS TO ON DESIGN CRITTERIAERIA SEE ARNUR.Dom CROUP.P.C.,AND ARE 3'BY 3'MIN TOEXISTG GRADE PROTECT A CATCH BASIN YOU MUST ON DESIGN CRITERIA SEE MUST BE BLOCKED WHEN USING FILTER CHAPTER 4 Or CLEAN WATER NOT TO BE Dem OR REPROO:CHO ,NI H R IN CONTAIN CONCRETECHAPTER 4 OF CLEAN WATER FABRIC INLET SACKS. SIZE OF FILTER SERVICES EROSION PREVENTION MANNER.ROD,Will TME PRIOR W ITTEN HAVE 4 SAGS AND THEY SHALL BE SERVICES EROSION PREVENTION FABRIC INLET SACKS TO BE DETERMINED AND SEDIMENT CONTROL PERMISS N OF MLI�nOESICIP GROUP.P.C. GCTION A-A OVERLAPPED 9Y S AND SEDIMENT CONTROLPLANNING AND DESIGN MANUAL. NOT TO SCALE PLANNING AND DESIGN MANUAL. BY MANUFACTURER, Date: 19 August 2018 CONCRETE WASHOUT �I INLET PROTECTION r 1 " INLET PROTECTION CleenWat" D�awnby: Checked JK. DRAWING N0. 900 REVISED 12-T6 n 7 DRAWING NC. 915 TYPE REVISED 12-15 Q 1 vx DRAWING NC. 920 TYPE RINSED 12-'I,N $ vices TMR Job Number: 17260 - Sheet For Construction Set - August 2018 C5.3 -hil..........."'"" ---- MILWREN DESIGN GROUP,P.C. ARO11.101 UWE . 9PA6!Pt.ANNC4G 7650 S.W.Beveland,Suite)20 Tigard,Oregon 97223-8692 Voice 503-244-0552 Fax:563-244-0417 IMK T.M. RIPPEY CONSULTING ENGINEERS 7650 SW Beveland,Suite 100 Tigard,Oregon 97223 Phone:(503)443-3900 f.. i , ! Fax:(503)4.43-3700 1 f/ 0 1\ '. 5(c. QNvFEss • (((:,... .\,_ \ { • L 4.�1550++ -' N 1 1` a \� . -\� RRL K OROG 1 1 , , i 4 if:: �� -SS Ir 1 EXPIRES: 6/70/19 Nn t �� \ N 0�1Chert: �` I ` ss / rAfl v \N\ JLR ln--------61181Am 190 1 / • I I \ '-/54_,.._ \ 1 1 • / . ' 1 I • _ _ - 1. C ) Qr = I ` -- _ - 192.17BWALK - I - f T. IT+.: , r :T I , \ -Er. 186 BEGIN TRANSRION 191�r i� 5 STA 715+0()- �(�2; tri ° f RELOCATED UTILITY POLE __ - __ (E) UTILITY POLE RELOCATE I FROM STA 115+00, 62' RT I 720 NE Grand Ave. ' _ y 4 Y- ��` '• --` I t FFE 191.25 INSTALL NEW LUMINAIRE. I Portland,Oregon 97232 =�`_ -- _ -- - J}7F. -877 .1 -S` TO STA 114+68, B7' RT, Ir X X X-•Im7I - -- TL 19N _ UBS%C SIGN N,NPROT • . New Blliltlln 1 _/ 11 _ - /J ___ __ PUBF190 a.- ~'�- TT _-- - ---.-__ OH4 - �. -j- ..- --- TW A Corr `e, / �+.._.. __.�_ _OHW :41 _ it - -� - f - , roilis.„_8710 MtiTCri - /9/ 1 '' / 190.8970 El-MATO f 10125 SW Washington Sq.Rd. (E) PUBLIC SDMH 19L37BWALK(E)-MATCH i977.30Tc{'f{p-MATCH t 190, E) 1g�0,57TOTI-MATCH STA 114+813.5s 53' RT Portland,Oregon 97223 RIM 193,70 END SIDEWALK 191.80G(E) * 189.99GL) e8 CONSTRUCTION L N (E) CURB 058 19LBOTC E)-MATCH g SO (11 LID EL. 190.58 191.206(E) GUTTER EL. 169.67 Sn7w _ IE OUT 186.10 (12" SOUTH) Sheet Title ' P.. . • :a. , -STM NEW D••T-SUPPLIED JB-2 60X, 53' RT T' STA 114+73 190.49TC(E)-MATCH Public SEE 0111,T DETAILS. PROTECT (E) $TA 175+17 40' RT z I89.95G(E) SIGNS. S LOOP DURING 1 CONS - COON. Q (E) PUBLIC DMH END SIDEWALK Improvement RIM 190.45 CONSTRUCTION ,q 11.010111 IE IN 184.55 18SOUTH) 6" 55 O_z$ [!�� Plan IE IN 18A.55 �18 NW) y 55 LF. SEE R IE OUT 164.45 (I8" NORTH) W GUN 24. NEW �TFSUPPLCIED JBTION BPXBOX. SEE ODOT DETAILS. PROTECT (E) SW GREENBURG ROADT{ 1 t +f}g.5 53' RT SIGNAL CONDUITS do LOOP DURING tE) arPB INLET CONSTRUCTION. LID EL 190.58 GUTTER a. 18980 IE IN 185.40 (12" NORTH) IE GUT 185.10 (12' SE) Revisions: SAN - SAN I. ++.191,2111 a ae 8.1.,AIR -SAN - Tvomrc,.oti Pun n o. Rey: one I1' s 15.11..0 9318 a •,.93 18.A18 ( 48" PUBLIC SSUII(SS 35 BD) 1,,FIConscalus CPS&awm RI- - - -_-+ - _ _ IEM 1N 91.10 177.90 6" W NEW 5 9.114 2018 OGOT a u 0930 117+00 - 1 - IE IN 377.40 8" N � CE � - Mem - { - - -- - - - -I - I - - - -- A- - _ - - - 1. 0001M*2016 ara 19[aiwvaiml5w IE IN 177.35 6" 116+00 IE IN 177.25 B" S E 115+00 114 1E OUT 177,15 (8" E) E) SEE GUN 24. 10 x s WOREN DESIGN ARPUP P.c.2010 w.1 Rcun ResEa.ca b MESE ORA10.W55121 ARE TME•RORERir pr OLOREN DESGN ARDOR.RG.A10p ARE NOTES: NO 1000,°EXCE rTM n"aR°°PRI"IOR:ilr p PERRISSibI OF WORD+1600010 tROIP,P.L. • SW GREENBURG ROAD CENTERLINE STATIONING BASED ON INFORMATION ON THE TOPOGRAPHIC SURVEY PROVIDED pate: 1S August 2018 BY WH PACIFIC, DATED APRIL 2017. • ELEVATIONS DEPICTED HEREIN ARE BASED UPON THE Drawn by: Checked by: WASHINGTON COUNTY VERTICAL DATUM. AS KJK v TAR Job Number: 17260 z ' 7g /I SCALE: 1"=10' 61MMrlID Sheet / a s 1 o 20 For Construction Set - August 2018 C6 05 +5.3 +4.4 +8.1 "` 5« +4.9 3•- 3.4 3.9 4.B 0.8 '1.4 `12 '1.0 0.7 0 ~OA +0.5 +0.8 '1.3 +1.8 '1.8 '1.3 + ' I I / / i ~-- s•= 4r_ MATCHLlNE211........... ----, OS f.3 4.5 10,3 X31 _ 2.4 2.8 33 4.5 •.1 • I + ry 1.0 '1.4 `1.7 '1.4 0.9 0.8 0.5 0.8 `0.9 .1.3 +1,5 +1A +1. 1 ' al 1 I MILDREN DESIGN GROUP PC. 56 •� I fl 5 +i.3 +4.5 +10,2 r• • 7�: 0 • 3.3 4.5 1p /2 '1.5 `1,$ '1.5 +1.00.8 +0.5 +0.7 +1.D +1.2 +1.2 +1.D y �' +`_ AYCFQIPG ILR& SPACH PLANNING �- - i\ 7650 S.W.$eveland,Suite 120 /�-�w4116.' / Tigard,Oregon 97223-8692 +0 4 '1.4 4.4 9.1 ]3« :r r•'�+ 3.8 +1.8 1.8 2.4 T 1 • r (503}244-0552 1.0 'tA '13 '1A `1.0 `0.7 '0.7 `O.B +1.0 '1.1 +0.9 '0. /��/..� u r o a '1.4 4.5 8.9 .8+ ifl AlllefrO.1I +z.5 '1.7 '1.6 'z z a.a 'SS.r.- . 0.8 `1A +1.3 +1.1 0.8 `0.8 +0.8 +1.0 +12 '1.1 +0.8 .��,� Ir 4,1 VN� . ` I +. LretOl0 5 +1.3 4 1.7 G 1 �.1 +1.7 +1,6 +2.0 2.8 3.9 5.2 7'" ----9:._• � � ,/ 0.6 +0.7 +1.0 0.$ O.B '0.8 '1.1 '1.3 '1.4 '1.1 +0.8.��=�..� �_, 1 Com= MIKE Li ASSOCIATES INC, ' # r- ,�,1"} + -/ ��,.. I CONSULTING T AND [k Qlns swe 3.5 +1.3 4 3 �0.' 3. , , 8 '1.5 '1,5 `2.0 2.8 +4.4 8.4 +?.1 9.5 ,[b. ME[nt�vicaL r,rro ETrttRlcu SYSTEMS 70.5 +0.8 `0.7 0.7 8.6 '1.0 '1A '15 '1.8 +1,1 ,,,g---....t.,014.' 4. •\ - 1 ' X0.5 +1.3 ! 9.4 1. j2�fI.1.. • + 411PL, 83.4 +05 035 8 8 11 1.8 19 1.85 ;1.3 �'+ 1.3 1.8 B 4 8 75 910.3 ::2 ::% 4EXT GG'+ PNE8S♦ � �� 592104 +14 `4 3 88 ;5+ + 4,1 .' ',0 +1.1 +1.8 +25 +37 5.7 841 ``05 `D5 07 +08 `11 +1A '17 +1.3 _- -` COM.NCT...MANt( BARLEEN .��. .• c""\ ,� engineeringOmke-inacom I. .4 '1.3 4.S '9.1 '''''.0.5 + ' + . r.9 `.1 +1.5 +2.0 2.8 4.0 +5.1 #11.9 12.0 '1 .1 '13. IA,�,.-. 0.7 0.9 0.9 +0.9 +1.D +12 +1.1 +1.0 . �; / .5 +1.3 4,! '10.3 3.1 + +, ��' = 3 1.2 'S.3 '1.4 + 7 '2.3 3.S ` 5'.6.4 '8.0 1 11,9 +1 .1 +13.1 +14. � �� `�',. 0.7 '0.9 +#.2 `1.1 '0.9 '0.9 '0.8 0.7 (C• . � �;.�� ' \ SF F 1 5 +1.3 4,1 +10.1 3. : +4 + `-..,....,+,. 5 + \C.0�' 1 3.4 1111P +4.1 4.8 +5.3 82 • '10.8 +1 A +13.1 '12.7 +.2 't. ` �� r_ 81.4 +1.3 `1.6 +1.3 '7.0 '0.8 +0.7 `O.B `0.8 `OA' 4�' �,�, 4 +1.3 1,f i\� 8�1 :1+ +0.6‘41 • ��_V `\ /�\ 'Z� + 3.6 4.4 5.1 +5.7 8. 11.0 +1 • '11.8 +102 ` .1 +13.. • 1.2 +1-9 2.0 +1,8 `1.1 +0.8 +0.7 `0.8 0.e Ile +0.8 111 +D3 `1.3 4,> 8� 1 ri `2.:j 3.8 4,1 '.e +5.3 8.1 +9.2 •.2 +10.- `11.5 + 13,0 c 1.3 +1,7 2.1 +1.7 +1.3 +0.9 +0.8 +0.8 +0.8 `0.9 +0.9 +0.7 +0.5 1.3 �. .- _ e \ ` 9A1'TERY -\ +0.4 +1.1 +4.0 +9.0 • d1.1.1../ + + \ .-• 2.8 3.1 4.5 +5.3 5.7 B. •+7.8 S,1 - •• +10.' +12 8 '12. +115 3.1 �,"� �� '1.8 `1.9 +1.7 '1.5 '1.2 +1.0 `1.1 +12 1.3 `1.3 '0.9 0. BACKUP ,� / + - ,c' \\ �y a # # + +q G �� STIM Client: `0 3 '1.0 +4,0 +9.7 * ' + 4111N �- �. . ,�4. +5.5 8.0 + 0 +6.0 8.6 1.8 +12.1 124 2.• 128 4, S�'sb,$ 'f.3 `4.8 `1.8 '1.8 '1.8 `1.5 1.5 +1.7 1.9 '1.7 '1.0 .7 '� + • ♦ JLR 0.3 +•,3 7.7 10. + � .ye�� + 5 8.0 '8.$ 8.0 8.0 9.4 11.2 12. 121 1.9 12. Y 25 12- 13.3 1:�a+� \iolip ' 10.7 '1.1 +1.5 `1.8 '2.1 '2.1 '2.0 2.0 '2.1 2.2 'LS '1. �, 1 5 1 "A 2 +0.7 r.5 +5.2 ' 1«• ♦ , �'� �11• +5.0 6.3 +7.2 8.7 +10.2 +11.9 +12.3 +125 +11.7 . +10.6 +0,6 +11.~+11,9 * +13' '14.0 15.7 +` - 0.8 +115 '1.1 '1.5 '1.9 +22 `2.2 +2.0 '2.1 '2.0 '1,5 .1 IIL2 +0.7 .5 +2.6 .'2+ + 3.0 ' ' l.8 +5. 8.7 '8.2 +9• ' . `14.1 `125 +11.4 +10.3 9.9 9. +.5 '10, +11.6 25 '14.5 8``13. x`1 / ' OA 'O.B 0.8 '12 65A1+1.8 +1.b +1.7 +1.7 `1.3 +7.1+ ` ,r I P.3 +0.8 + t TAO ,.; '5"45.3 '..8 '7.1 . +12.4 +10.7 +9.3 +8.1 +7.7 8.1 9. +10. +11.5 2.8 `1 i 121 `1 N4 1 • * 1 '1.Z '12 +1.1 '0.9 + �� Art: X71 720 NE Grand Ave. / +( Portland Oregon 97232 +0.5 '0.9 . . '2.1 3.5 `' �R / +6.0 +7.1 +B.' 8 +70.1 +.7 8.0 76 +75 88 '10.0 '1D.' +11.7 122 +1 4 +11.5 11,1 .EL; .`�. +17 +0.7 +0.6 / / 'Ai .. '1.4 '0.7 +1.1 \'2.1 •• r/ 'S.8 '5, • 10.4 1 238 • 14. +8.9 8A - 8.1 9.6 +10.2 +105 '11.3 +11. 1.0 +1.1 +9,3 , '/t Project: 4111p I ►�. + + ,.r' �P,. , New Building +0. ;1.7 :1,0 +1.0 0.$ 0.6 +0.8 +�"1! 4.511110,107/11 • �� 7.0 '6.4 '7.5 9. 10.7 08 '9.0 9.1 • +10.8 +11,b +113 +113 +10.9 +9.8 +D.3 8-�'•,..4.,,.„1....,.+ . lil'�� b \ 'I % / ,� BATTERY y,y� 2qI ;taw J -,` BACKUP I + + + `� 0 `0 +0• O.fi '0.5 +QA '0.4 • +5.4 +6.2 '7.7 15. 10,3 9.8 1+ L 7 +720 +11.3 `10.2 +9.5 .b , ,y ill 5.--- • •.8 +0.8 +0.3 +0.4 +/• /� 4+4.1 +5.5 `7.0 '8.� - '�1 + • 1.1 102 10.8 '10.8 '729 +11.8 +10• +9.7b 11.4:';rl+ ' �' ofiiiir *yr . S `" `10 1 +0.9 +0.7 0.7 +4.7 .' •, / / '4.6 '6.0 '7.9 b +10.4 9.8 +1r• +11.7 +1 +1&0 7 1 '132 '71,2 1.1 +14..• ',-•y • '' i, '� SW Washington Square Rd. • �s �� / +841i + # # + SB I+E �� '' ■f� Portland Oregon 97223 •`+1.0 0.6 0.5 0.3 . �� ..% ,' 13.8 +5.0 +6.1 '1 4110+.9 10.2 10.0 15.4 +14.0 +11• +8A 8.r +12.5 +1 I` *�■ 4040, 1 1_ i�l 404, 11 O.B 0.8 0.4 0.3 `0.2 • I� '42 `5.7 7.Q : 5.8 4.1 12. 10.4 10.3 11 +15.1 +13.5 +0• 1.4 ,'.7 r1' it'W11/ Sheet Title: • • sc r r .�`_` //,+ + +; 41411110r.tik_/je !' !' �1'' Site ..-._0.7 0.8 0.5 0.3 /. 3.3 4• +6. :0 2 9.e +9.7 .8 +13.0 •.0 17, 16.1 +14,1 +11, 9,0 ■ . 3C4----'-' '0.8 '0.7 '0.5 '4.3 `0. �� // +5.1 42 +5.9 + '10.1 3.9 �+9.9 +8.5 +Ser y; 4 +15.9 `:: : .3 +. +75 +1 r' �!� Photometric /rJ}fir• 4.0 +5.8ii, 98 102 , 15.7 +149 + 8.eoNrip • ��,�.•• S - �SA ' ��' +0.8 +0.7 +0.7 +0.7 2.0 +3.463.8 1.2 82 +7,9 +6,' 142 12.5 0.5 : .. 5.7 . j fit X71 6....., Seigel Aye MIN Pel Etm'1/1 MOM •• rte-:� ' l�J//�!f•`�ai�` UNIVExxyS + 3.73 16310 0210 7e11 139.1 • \\ liiii + ' 1y t`:4 ON ROOF y +0.8 +0.7 0.7 0.8 '1.2 '1.• i .0 '9 0 +9. 8 +7.0 '16.0 14.2 +13.3 '11 Jf/ ■; PARKING } 1910 O2r O.ek 11.61 161 5[� •` \� ;/ .� PALES LOT {• 10.71 I9ee i.e k 10]1 ]9.1 \ SCSI + ' 1 1.2 : ll! +11.8 `11.2 +' .b ��! l /ii Schedule , • Angel Lek! Den* � i0' Arley Murter 6eeeeb0er: 1+MIv Wee. Flee. Lmm.wr NMI Lr �111YP - •�. .5 J 02`\ 8.0 ` 1 �' ,`" 10, On Going } Lang N,N.1r hale - --_ \ �f a General Revisions It r'+aeye I.E}00_I.Sri? IYtW PORrrwitl N.�07/ 1 LET441. 13815 316 Ole - \ J l .,rl ❑ IWmN.xone home eaL 0010 4/5,1 90171 - / !r •. SA1 SNDA ewr.l.•mP+y•Re1++ -�°O.•AMC orMINI = -- _ �`•5 i 1 /I eeymml.lwl.eee- U3.11w154tQm-+0001( -� ' • . / f ��ra 2 ',Guar. �[.e7eeJ.900R hue Poemoun.d I l? 1 SE+M�- 13545 OJO ]Lel `-`. �1- # ' J/p1 iI 0 A2 50A 4inartnkSIN• nem num*-!Keel es + ',\ H h I ...MSC CM+PPC II W... 01.• 1.0.-ON 15.1011n,401:011( 17- C a,, '1lSS_190077 was Plenee me d Tar 1 13220_1• leer eta 411.7 N CT. CI sa3 ss "" _•_• y I =`°°�" i SITE PHOTOMETRIC /I Ilk moreet �uPnAArr4ere• 1•0 SCALE: 1-=20'-0 " >,aRo1 Deva avow,Pu.2017,u. Awn!0343.-4eow( 0 10' 20' aQ' RBWi1131.31,43 C. O /N re 4ann ,13041190010 New PoK+roAnea =We 1 11741_13 1d1 930 lea 111.611 N SB 9.0.0 �' may o0bui ur nlr•Mini aU90001 la.COKANOT 1'0 OE uSED KIAROD rcm U.ANY !Am pMAwr[s uR HE...OPE.,Or N NKr 45T1 Wm.03Ie•epb• YAMMER.EXCEPT WITH 1>��mMITTEN IT v4 •159 34N lesoorn. PERMISSION w NIMES I n r rte+_ 1eyw4_1019 Way Wee 170.110ren cevmrrnrr 1 we,Uw. exi are 30 Date 08 September 2017 SC Il.rineon. INICOnmn MMYle llk IBS W 06.A W.43KesnrW Drawn by; Checked by; w- I ` VW 15111/111 DD HB x rc Lai T. Job Number: 116139 'o io Sheet Cl..., 0 M 4.10 Go September 2017 E1.00 • , `,-- ___, \ 1/ c-..',.---: 71 . `- BANK OF AMERICA I BUILDING . '�� 0 4 PIP ` \�^ M ILDREIIF DESIGN GROUP,P.C. I J \ + �� ARCHII4C7URq • SPACE PLANNING 0.4 •0.5 8 +r 8 \ ` 7650 S.W.Beveland,Suite 120 �4 , , `vTigard,Oregon 97223-8692 / Z �� '0.5 1 10.8 *0.7 Ay, --,:----------,......:1 15031244 0552 it 1 1 *0.7 10.8 '0." 0 %! 7 '� ' ' ` `0.8 1x0.8 +I al u _` _P, \ J MINE 5 Assac IATES. INC. J 1 \ // ) l I r �; 1 I 1 ® `^ \ (1DNr1111TIN0 CSEA. -Eqb -:r 1 �` 2 i 0.8 1.1 +I ' y _ 6IE.CHAYIGL MO ELECTRICAL SYSIEyS 1 • • L s :/ 9 ^^ti - 6915 SW MACADAM AVE_ J • .r SUITE 200 19 1 \ ._ - *1.0 1.2 *L `^-Jr^ - _ POP ONE: 503692.1LAND, OREGON 189 /2_ T- - i ` FAX: 503.892.1 190 N a *1,1 '1.3 `I.� _ ^ �Y\ engineCONTAC7-..luwtc-aiC.cBARLEEN 1 \ ,- engmeeringOmke-inc.cam -� -� / • - \ '1 i '1.5 'VI / \ ` 1 1 / \ '1. '1.8 2.1 I 11 / `1 B 2.8 '4 3.9 +31 4.8 *5.2 '4.5 4.8 *4,8 +: :: : ': :: *1.5 : z7 5.38.8 9.0 +110.2 *9.2 +8A 8.9 + ::7 : :: + +1.8 . A.1 1 +2.0 2.8.4.1 *5.8 '-.4 .70.4 *.4 *OA *0�4 0.4 .5Q 0.8 1.2 11.7 2.0 2.3 2.4 2.7 2.5 2.2 1.9 1.8 +3.4 *3.0 3,4 \ Chen[: `\ JLR I- + 4 ,'.0 +4.2 +7 :' • + + '0.5 '0.8 +1.3 2.8 14,7 8.5 *7.9 +7.3 '7.2 +7.2 17.8 +7.1 3.0 +3.5 *31 (130= �` \ * Ob U.e U.7 D.7 0.s SF_ ` 1I I - 1.8 4.6 9.3 2. 1.2 +0. '06 *0.9 *1.4 +2.9 4,8.1 +f2.4[111.2 +11.6 '8.8 +1 'lit-P*12.7 .7.1 +3.4 +2.9 3I 11341 L. +L9 +1.8 *4.' +10.5 3. +19 ' + + + + + 'P 3 +te Z.4 '2.7 '2.5 2_8 �)A +1.9 8*1.4 *1.2 +1.0 +1.1 *1.9 1.3 1.1 0.9 LO 1.1 0.9 0.8 1 .4 / I .7 +1.5 + 8 +10.2 1.4 + s 01.3 + a + + '.d X1.5 T.0 02.D *2.1 2.' \ 720 NE Grand Ave. / I 1.2 'ib 2.0 *1.7 +1.4 '1.3 *1S +1.7 4.7 1.5 1.9 1A 1.3 0.8 .6 1 �.� Portland Oregon 97232 9I Y I1'5 *1.5 .' ' *10. r. + w a a + +' '1.3 1.5 *1.8 *1.9 12.5 8'!.2 1.5 2.0' 1.8 *1.5 +1.5 '1.7 1.8 1.8 1.7 1.8 1.7 1.8 `1.8 1.2 ,8 Project: "� \111 I .5 +1.4 '.. *10. 34'....9 + + a a + + + + *1. + '1.0 5.4 +1.8 `1.0 1 2.8 1.2 1.8 1.4 1.3 1.2 1.3 1.6 1.5 1.4 +1.4 +1.7 2.0 '1.8 1. .0 fNew Building 14 ,.5 +1.4 '�.• `10.8 3.112.7 '0-9 9.1 *1.0 +0.9 '0.8 *0.9 *0.9 +1.0 '1.0 +1.1 +18 *1.8 +1.8 *1.3 i:9 0 +1.1 1.3 +1.8 2.1 `3.IL /////// 1.5 '1.4 +4.8 *9.6 0.30.5 0.8 0.8 +03 +0.8 +0.5 '0.5 00.5 0.8 '0.7 +0.9 +1.1 *1A '1.4 +1.0 _7 4 +1.7 .8 1 02.0 *2.7 4.8 L_-.---_ I,4 *1.5 +4.7 ..3 .1`0.4 -0.4 4.6 +0.4 +0.4 +0.3 *0.3 *0.3 *0. *C '0.7 '1.0 '1.2 '1.1 +0.8 I,8 8 2.5 2.9 *3.2 *3.8 4.8 5.5 '1.4 : ; ::: .81// 3030.30303020.30 .7i)5 *13 0.4 0.4 *0.3 *0.3 '0.2 +02 *0.3 0. 0 . 0.9 *1.1 +1.1 +0.8 +0. � 4.4 6A `7. i______- 1 Sheet Title. `12Y� e. 3.5 *13 *9.' 1. . - .1 8. 1 �.4 0.5 +4.8 0.5 U.4 `0.3 0.3 *0.3 `0.5 0.8 `12 `1A *12 `0.8 .Fi *45 +58 +7 \ ---__ I, 3.4 *1.4 4: 5.0.5 0.7 0.9 0.8 +0.5 +0A *0.3 +0.4 +0.7 +1.1 +1-8 *1.8 +1.9 *0.' 3.8 *4.2 *5A *5.8 * Site Photometric 4 ; 2.5 +1.3 *4.4 *9.1 ''S'D.8 *1.0 *12 *1.0 *0.7 +0.5 +0.4 +0.5 '0.8 +1.3 +1.8 `1.8 +1.3 .,g' 5.0 3. -. `3.4 +3.9 .7 3 I 8.1 M,gTCI-�LJNL / { �- -*-170.3_, - - - Wiz, \\ s^ - - - L J .!3,5 '1.3 `4.5 14.3ry 31t.0 +1.4 +1.7 +1.4 +0-9 `0-8 005 '0.8 0.9 +.1.3 +1.8 +1.4 *1. 1L'•�`' 2.5 "2.8 3.3 4.5 -59 t slab, 1 I . ..40,64140 Solei hq M41 kin r.crr 1)1traw3rs + 5712 IH0. ogre Mtn 10.11 + 1p22 7.4fc 0212 1111 121 S11E0LOT + 11012 11116 1122 1021 511 N 0 SITE PHOTOMETRIC Revisions: ',shedule M.ro 41 Numb.. L w1 LeP+Lass 1,0 SCALE: 1•'=20'-0- 10. On Goin® Symbol Label a.mRy Y CabN3 Ng1E.. a4cIptan L.,ry PXan,•1. E.. 2,63.6. 00611.6a1013' ' 4General Revisions wr IS 411.¢301 1ETa_1.00077 WW P,1. RI tl 100011 I E]]6 L- Y Ods t13 P 7. Ih.da.ncs oyuND-uta.body 157560771 1 AlSs.., oplkalnwmVy-N.,n,,I W..Msc canlan .ry11a1.e1u1 ap3a- TRIES.111101m.40001, 1 2 'IC nni I ET541_1.00577 V,M.S+Y*roumtl 100077 1 1.175221- 12535 030 097.6 114,m,esiele /Y314.11-L.'4.../0 41.1.00070 SA2 S.pA oglul.4alrty-N.Nral Who•MS0000ln1 o.ylrrmmal optic- 133.0W 154101m-40001 17 I E759_1 DOD, 1)0077 1 1.E756 L- 12545 035 401 7 M om - b.1r 41_.00)77.1 0. - SAS R r.eM r„N*-1.x20 .. C", 7 Mt.•A45C Dowlarl OSE 9 .symn141541 oplIc- IreDESIGNCrPC.,1017.4Ly 4eamlr+1541um.4aoorc XE�tEn� �_ 16 IQan+ 1 5246_1 00060 Vow.PoN+.wV„M 100062 1 1.07463. 14311 065 153.] MESE ARE m SB n.mn.tNn .y.Ym-5nvll h00y 4111®O., YILDPEN n0+5105.00P,NP.C.�Eo ARE E 01 1, S.pA oWVcal a.4mEy.14.4511 n 501 i0 41 USED OR REPRODUCED ISO*51 N Who•S71.4...Y'.RObE. • 0055E 5lON 6 YILIXiEN OESICR 01111,P.G 15o•ST12001n NNER.EXCEPT WITR THE PRVM 1191r1EN • 40 Cagan 0064_10'7916n1 May 6411.14172,170nm LE034.4iwhlY 1 OW64_L373. 333 066 245 Date 08 September 2017 H,012..,,,1dH,012..,,,N.,4..1valu IE8 ScK3H-L Loa wM.N4I414c 6.11.31Lao - w4yrtmOcalop&• Drawn by: Checked by: W W rwlasn • DD HB wo} Job Number. 116139 i? Sheet a o September 2017 E 1.01 9- r WOW SPECIFICATION SHEET WOW SPECIFICATION SHEET •56/%322.9 7,....%"71SA.SA3 t se Po,ST,, 2, SA5 i se MILDPEN DFSiGN GRouP,PC. muirmolop, • BPA®PyAPNIN, 7650 S.W.Beveland,Suite 120 Tigard,Oregon 97223-8692 - - TYPE III COMFORT (5031244-0552 rrrr rrrr riNPF Mini It SIZE 300201 fm AA LUMENS WATT BU.G. . . . . . . . r�r'r A•or3000 s re a ?a am s+a. I in w:ue 7 r 411 M LEM 61 8275 75.5 51 US-01 ]086 • a 1.0760 BS 9466 115.5 B1•U9 "" �� KU li ASS Il ri EIETS ISE �': RP "Ifni MN•11E6(:7eCRI u;:[„iNEAI A1D U.EC1!?1LL C\SIFIIC Tr o WOW 2214630 elnMm N an reweave eakrio0 for urban _. __,_.__ ;%0003003oston.Beal ea*lap mom nmOmya.perm A 6915 SW MACADAM AVE. anti r 702.0 Nn areae.The ryalem Woe womb.d a,e ' ,advanccin LED IeG.1de67N 5 Dpa Wrpe deign SUITE 200 landsmem three saes,me WOW N Der•sed for 16da1el 1 mlan - 7- PORTLAND, OREGON 97219 anninnmenl For naw n mein2 0a14a81sa, - I PHONE: 503.592,1 188 TYPE IV FAX: 503.892.1190 Luminaire m341Wt 1717W i jI B CONTACT...WWK BARLEEN Porarinpu0.38W0317051 L__ 1- K SIZE MODEL VmrW LUMENS WATT S.U.G. wmma:3035enro15646Nn{0.1wn01 .: Y LEM TT SIM T65 ' sI-U0-O7 BDQlneerin90mk!-100.002 Luminaire a 12.1)72 In 100021212 3066 13 LOU I T1 I ono tits 01-ue.07 Source:Mala LEO ILIA-80TeMed) 3000K.70CRI . 40001(..TCCRI Y 3.EM 88 aka76.5 Bl•1b-02 Lamm 2II LummaIntenaem:WO%d.•wlumend lumen 10000Nur/ ID 0a SE VIEW 4066 S t [WM w 124 '- 1FI I IOW I fel (L90)N Ta 104•F I.M-IS T . Ili ;1 wl•r Oplle:40 edluem5 0p(t0 system mane or e Moe,roweled raw.30631%21205 aawA*.n 2.90320550%01 u4e4Y,Ey.A.aMWe N 4 Mama IESNA dNaibWore:Type II.III.IV and Type hl can comfort 4.."---- 1.17. .9.for rtlOkra a - aloaalUr'9 Wee cc pd.Wand.am paw 4 kr al mountI149 op00rd YIMa5en:3G 210..1"ra8n2(ANSI C138.31) C la Nrlal: Dow*Meeotiy and Aunt,Dlecart 1NNrtrn: ("....."`-t....-..Reach.Scher aluminum: Protect..maw:SodWmotium Nmwrad waling glass Nth IWAY s6ECR1CAWOB SHEET P.6E.16Eh customized a•14vaw1h30. BOLLARD SQUARE P1dK iyma'. FMa0140 Rp%SBtlerAy~sow pore'..Poly.wee el D { Typo:IC 1001X0 he ..120 472 upped RWlh 101 Den)power rale, a Client . S np mreeare:ION to BS'F 1.470 to WC). Iwo .0.8191 5elppyad,111S.r4 with 010V nama le ow, BOTTOM 41012 0020(MIN and Nruk dm.n M 30%.L.T9e:down 0 10% dm./E1'arca). JLR FInleA;5050 NNW 9710211NO Nth NOi4vel a %roller and UV n.NWE5.The er1u gbMINI coating'a almatalaticady Nn N1 }«supeMled tlmlorawxylic l � A a c 0 r.t000w MHN. DI NEII a 2214. 12% 12 20 %%IOC Mm(.20 903 19.305).SEMI:27,330.(12.40221. NH 1innn 146 325 36e e6% LEIN.35.3103(1602). n Sax 1a 15% 2814 Warmly:5 year lknSad airway. CaeN•3 mm 375 364 115 753 .3.4'�(17•lnn)/-f- CaNNEati n:o ton INMd kW NM IocaOon. TIME In 35% 14% 19% 31% 1 ft ng.:IPSO 010801(079nof). 1..... 021 ase 10% 807 GE1'OM l090„a5,,, I 720 NE Grand Ave. 1,.57 LOCATE'.05034.27130111 16.30 Mt TeMOU8 INF1UATION WREN 0101 IF 77/00000 wemd)r xo5cE. 1021 UPe41E ree1W0v A.AHI . 112,04101.chara0NrNBrs'. Portland Oregon 97232 DUE .i1PFa"' 'a"oYFplaas..Ia rocorr4pelan•:714 RFvreenT10N4eY«cavae avwrao rmeourxmlcc. ® lomrlveae 1(112 . - N OM au K.rn u+Nmono Oran urml6N DE row.'lrRr3E 24.5W TOP VIEW �� C� P.e,asal�P Slavem E,PE.a.wmin L T�tl P:elarmh3a E:e1a90.1FIr...lA.r.e.r.E Lantern:7651-0WOW IneF'anynl P... 44•••C. ..... E. Lumina.Yal8racy 3x m 34hNW Project Sour.:WNW LEM.700010.55041 ane 40007..-60CRI, 3- 1 tAaaSnwI,tH02.>99%ouen.0029 a.U1 New Building LM80 ILEDI/UUFe TS Wile_ 0.901 3130'MTI•Alcan met MF a Auper.pun loner" nn.mr.Flo 0009"a•1 05 1104.6 001111.22300"conked WOW SPECIFICATION MEET '400 awIT 9 WOW MMOICATION SH °,EWEao1p 1eam . 1 P,Fidreme: n*.tor Bow::is Ewa WAWN.rn poet'and AWN=NW rods cad lo • . ry5:SR7,5112.SRS t SB Tvpa:SM.SRR.SRS it Si toe Woo %me . ENM 'nw IGcaI:Unaal 5 h offoancT**Won.**Won.40000 102Wy. 11042"1 POLE 04"(102mm) CONFIGURATION Mad 50 WO H.I202EN. MOUNTING OPTIONS - sow wr I'muff Bravo olE4m Curie Q SUPPLIED BY OTHER Al • NA 30(05230 SW Washington Square Rd. uanrn7Aclonrroer6E 0510,5 42WM_ ISO PNY1:Cray IRA19007) Portland Oregon 97223 NI w. 0 SUPPLIED BY 1007)2NI NORTH AMERICA M me. Pm WMd18 MAN.(121430i �,I - NM PIA COnTACT'.007(01'2 POLE Ip1312 r 11or, sslanaray 5 Yeae 02 harm*. awn..0ADEA WAmrh Or n NA NA C.rtlllo{Im:clJLua Wed SIDE VIEW Sheet Title: HEIGHT' PTTe 130 _inwlwn� POLE TYPE- n NA_._ 1.4094 I0e.11.00. ■ INSTALLATION:Anchor bolts 6412 u ®� w, Fixture ACCESS LOOK Included(3'from ground) OROEm0.iNFO RESET - CIA Sheets MATERIEL:Qglaminlun os,.., EPA&WEIGHT I T1.SINGLE POLE TOP T2-DOUBLE POLE TOP T3-TRIPLE POLE TOP MINI SMALL LARGE I - UNY 16 11C�E8BORIES[m.a.9.6mm aaPuuTa71 lorpol cap vnm Non 01W le 3•(45-70nunI for pnla top 134'1102mm) Tor wit top 2r•{192021 FINISH: Q15•Gray RALE1007FIcOEL 1e0LTA0E Fn•1 m aIOUNT yY1621 EPA WEIGHT EPA 2019117 EMI 01.11513.Ram010)4(27 rlt anchor WIN lli °Custom RAL 4301 112 rawl 61.1 {t'1 IIT) 010%•(2 75 4112)5 h P(179mn) As SSA IA 432 IA 31.1 23 I 42 e31 25 817 ]A era 44 I MODEL VOLTAGE FINISH 01302442-BNaewean for eayemetrral 1 ' ._ 131 40 1.5 lea 2a b7.5 64 l 0 1.30141464 IN avo0K •UNV-1¢0.a7TV •15•Gray 167 embalm II 762. 15 Ita a 1061 6A 1 p H 364 IA 412 l3 61.1 15 I 0 1.11W115•3009K 0 1X058 90-Fmelatl allow4 W•WALL MOUNT 493111 FIXATION RATE U-UNIVERSAL SINGLE MOUNT Y 00.0 19 70.7 21 928 21 I 08%'(142(21( for Won0 LWIn3'148-]0mml 75 07.2 5.5 we 05 *0 0_7I T4 MA LT 016 62 MA 2e �� _ T2 41.4 23 913 27 115.7 321 DUE DLNla1101•. gaOBM aema /IrT6. r4TgN lwwm vnT.wI HERM caw eE cr mama DT UPDATE.I,W..115 '.DD-Aa U 03 OA 2 27.3 as 35.3 1.1 I • 5020 Bat 3)l.aieA I(L'Vlslnl L': LIt YL3aa nee MI Waar110a0ecl 4.00. .•.r w ...0 e 0 A P St.s2f.1;F. 5x5.8117 11• INTERMEDIATE ARA1 MOUNT 12.P 0LE INTERMEDIATE ARM MOUNT 5:04-20801 101 pd6.0.YWn 0'[102mm) 6rpd0.M5ho 04-(1021031 . 30R Al-s-smog1TAARN 35/4.196trnn1 A2-DOUBLE SHORT ARM 35%'(906721 for pole salon 04'(1022) for pole motion 04'(1020100% 2011. dear' �,_, - GENERAL NOTE: a -- a�olP IIIIIIII1. SPECIFIC cATAIAG NUMBERS FOR EACH Florl:E TYPE I Olr p P.C�xw7,A11 r4iI ........,...-et'..- PROVIDED IH LCHTING SCIiEOULE ON EI.00 ANO G � ili $1y0 `:I I El.01. TNESL WwA�s Ar€TTA F'1r�arr 6r i•-• -_�l -' 30210:0 ro 00 1200 ll�no SOY Et oo 0091-00.LEAPT 1eRN TIE PRIER ERTEN Cln j; PERYI5a10HI a YDptFN 0(50500 1*0,0,P.C, \4 Bt-LONG ARM 59.11500..1 B2•DOIIBI.2.LONG AAM 2(1590151) r Woo* (Wow Iupd.fe tbn 04•(19261,11 a Date 08 September 2017 POLE TYPE: TAPERED STEPPED CURVED STRAIGHT ff+ - o MEED w5m Drawn by: Checked by; 17 011E TO Ccommon so ovuevaSTaerpl5002 HEIR.WY EL CHANDf0mnlw71020CL. LW UPDATE',01000020021 11.30 DUE 70 CONTN2gee a,PROVFLE1T].051E 01050004117030.0..of 0OPIC.0 VERO,.TEE. w1 UPDATE.EE1PWav 23.Air LEw _. • • • Em etnaE9•alue•1•r1E7 • • • a tSHam P e1.`1mwrEm0Ao.a E KIN Ell DD HB a•emr....waN.aaa. gg/ fir a©a PAWED/.P.3,a „P.T. A.a R r E P a VL a E.ELI Job Number: 116139 -L.,'c7 • -• Sheet Ai PW September 2017 E2.00 O� h/.Lr ''' i ---a..„ MILDREN DESIGN GROUP,P.C. L \ C AMOBTB ,.e • SPACE INNING 7650 S.W.Beveland,Suite 120 L -- I ` (503)244-0552 J ! O I _i_. � � r , '1 WHPac c1` i ` 9'SS SA 9aes Ga S.ea zc a a;R 9-ZOO /�?'' \1 j/��\ _` war nxla'9c mn _._.-.---,.„,,_( r III I --I -, 8'MAIC E \\N".....1 _ .4Z"' 517 d 63 • � E . 91 . • MICHAEL o i—. 92 i 1 I 1 i—� ` j ‘ d+ 8'MAPLE 2r, OREGON 4' ti LP 50 SYCAM017E `} SYCAMORE }y E. Client: ° I)1 JLR S 8'MAPLE � 1 [l . Iiv C} [ 1 ''' " � + \ .. ...._._.—_ i q 720 NE Grand Ave. o { 1-1--.. 55 / Portland,Oregon 97232 ::-5-- ;,. 11'MAPLE I e-... 3'MAPLE 54 3'MAPLE '1 , Project ✓ `he • --- New Building 9. N w a 03 _ +/ w I'' i T MAPLE 5 SW v.a �✓ \ � __ Portland,Oretgon 97223 on Square Rd. a 05 .. . ...-..-._ `• •gi 4 Sheet Title H 04 \\Kr?'APPLE / 10'MAPLE \ I I TREE o SC ALE PRESERVATION it 20 9 19 20 lL / I E ) 1 & REMOVAL N1 NCH=20 FT. PLAN M ` MATCHLINE-SEE SHEET L1.7 :3- E.m LEGEND: Revisions: a 0.O O S /— ' o J, 0 W• (4`��—'r'�jA.` ) EXISTING TREE TO REMAIN 2 7 "W o^ X X EXISTING TREE TO BE REMOVED `;'a a go KEYNOTES R .GHTSp �P .P.C..]on,ILL i f.a 0 EXISTING TREE DRIPLINE 1,MICHAEL SMYTFI,ATTEST THAT THIS TREE PLAN MEETS ALL OF mem ORRIVIr21 FRE AE ewr4rtTr cl' 0 THE REQUIREMENTS IN SECTION 10,PART 2,OF THE CIN OF 1`T 10 II UXMcmSED GROUP.11/1.0.'4a ME xor De[u®rn P.RA El ANY O PROPOSED TREE PROTECTION FENCING:8 FT.HT.TEMPORARY TIGARp URBAN FORESTRY MANUAL EMR CCM 111Th nE PRIM YPor1D1 IL c CHAINLINK FENCING. OF'1°OFR OREF°9 011OR-RC. hc REFER TO SHEET L 1.2 FOR TREE PROTECTION NOTES AND MICHAEL SMYTH,PLA Date. 20 AUGUST 2418 F2 O DETAILS. PROFESSIONAL LANDSCAPE ARCHITECT(0511317) Drawn by: Checked by: '^ \13 4 FOR ADDITIONAL INFORMATION REFER TO ARBORIST REPORT SBS MDS y 6o i PREPARED OCTOBER 10,2013BY WHPAC}FC,INC. w a Job Number. 116139 r W Sheet 4 4 FOR CONSTRUCTION SET - AUGUST 2018 L1.0 MATCHLINE-SEE SHEET L1.6 2iir '"' MSLDR;±N DESIGN GROUP,P.C. a6 I 12'MAPLE ` / / 76 Bevelard suiPLANNING 120 j �' �� ',3.5 11 Tigard,.0:72 9722uite 12 i��ii� (\ { (5O3f 244 4552 \l, ill 1� 0114 t /1 .ab., ` • fealigriritt . / f //A /'. 4•MAPLE '♦ w.4ralt / / 12'MAPLE —... — ..�`A + �n�b OR 87225 .1110%**147Alp It 4...,....., i I c., - ��/��i�.� Nlfl /.'— v.MAPLE � �411074, • •♦ ``. / / 4...... -17 I ---- - 76 'r I • 1 ) - 61. 4`iy/.i..•.. �'�` / % '� MAPLE / r1 v4rr • /4.4P. St 4V *AA 1 P4 iii:.,,, / //4 uu -.41, --......„ - 0. * *67#0#'w p+ � 1 � ti� ooe or'-1-Th 4* .4-." � d, tIP t ilp k..... .,j......, . i / :;:, 3'ASH � 7E 1 C3 19* i Mf4PLE Client: JLR g -wk.* lilt 44", , A 4„...„"iek 5 ... 41/ E ca 22 •'r1 • ��/« • / r a I N ` «I 8"HORNBEAM {/-�� i��1��. f `\ \ • 23 .. 21 8•DOGWOOD . i*../* ilt t�'�f� 79 «L 16'SYCAMORE �i4 i :CHERRY .4... apea�� ,�9. 720 NE Grand Ave. � / ;� 2" Portland.Oregon 97232 r. 4 • 25 / � 4I4I° Pro t: 14 SYCKAAIORE �.22OUGFIR _ , LLv1 � - '�'' r�. i1... �;� ; New Building o • 9'MAPLE4'DOG1Mppp T� / r 4 , ". +. o• b 9'MAPLE 14. tAL z 20 0,2�4/.417 , r If71■ as :fit w a• ^"00D w 2e Kiri ee �. , 74 i.� • �. / . 11 P 18'sYCAMORE //` -4 , •• 6'MAPLE t sMAPLE ' . ,p: ', 69 / \ r BIRCH Y 30 10•CHERRY 1. 00 12•MAPLE i I r / 1 FIR i • r r�rl�!■w 1 0 / 1�,t 12 ***4 !ri/ r.. t'i., FIR / 31 � , �\ 17 CHERRY 87 -b ' �~• \ / "n ``1 ! ' ♦ SW Washington Square Rd. a / 16 32 T MAPLE a1 ' 4i—� 8"PINE / CyERRV to � A. , 'B2 ■ Portland,Oregon 97223 a15/ / \ `` JjB' 33 � �.► 8'MAPLE' i 1 DOUG FIR / /` 6.MAPLE � ' �'a 7 —� ♦ • 17CHEfiftY �I► (■ r \ • 34 � ' ' StiSheet Title. a J 4 \ !►, 18'SYCAMORE ! ��` 35 "Illt r/'.. LEa '/ �/ 83'CHERRY as 8•MAP* !&* 1 4se � 7• * ■ TREE Va / / \ �. I// - f137 �o.. } OPINE �. �'�/ / CHERRY y PRESERVATION\ 71 tli 1, S▪ o s / / ! /. 0 9 ,� C7 — 18'DOUG FIR �, 9'MAPLE . & REMOVAL h `a / • to-c 12•MAPLE ■ v' } � . �' LEGEND: �� PLAN N u �a\ ▪ 3 PINE 41 , ®411*.0 `'`8 /� 10'PINEIlk , r0 /1111 Re,.::om. s, (&0 ) 11� , ,ISNGTREETOREMA}N0 ,o PINE 1 44 / r ��41■ IP *MAPLE ) &az (`� `_ �� .,.! r _` \ 14"MAPLE 49 10% 'MAPLE / 'Anita".U XX EXISTINGTREETO BE REMOVED00 42 �— / //,--�\\� ~//� \ 1 \ 10'MAPL `� \ '\ /�.��f....7(( 'AA,_ •PINE 43 - } /i��\ r• 1 /i—�\ \ //�—�; ■EXISTINGTREEREMOVED • ' / `j 1 r7 © B•coTrONw000 �` `\ _: J r r 1 i /''—`\ I r% ' y i% / - _ -- �� eft i KEYNOTES 1S COTTONWOOD "� / 4r■ ©.a.C..mss. u4 n O7 EXISTING TREE ORiPLINE I.MICHAEL SMYTH.ATTEST THAT THIS TREE PLAN MEETS ALL OF 0� --`�,..y ' A� n[sE 0..�>++p ME Cr THE REQUREMENTS 114 SECTION 10,PART 2,OF THE CITY OF WARD OteGX OIIOIF.P.C..NO PIE O NOT TO IE WED ON REPIROl®M NH u O PROPOSED TREE PROTECTION FENCING,6 FT HT.TEMPORARY TIGARO URBAN FORESTRY MANUAL. !� avyIsypN ERIN CESIpp IP.P.P.C. D. CHAINLINK FENCING. ��..•✓J m I Date 20 AUGUST 2018 0 3 REFER TO SHEET L7 2 FOR TREE PROTECTION NOTES AND MICHAEL SMYTH,PLA c O DETAILS, PROFESSIONAL LANDSCAPE ARCHITECT[019#317) m S�ALE Drawn by: Checked by: ry v O FOR ADDITIONAL INFORMATION REFER TO ARBORIST REPORT o i PREPARED OCTOBER 10,2013BY WHPACIFIC,iNG, 20 0 10 2p SBS MDS 4. 1 m a 4ml--miEEl Job Number. 116139 X (FEET) I INCH-2..'I Sheet 4 n- uu L1.1 FOR CONSTRUCTION SET — AUGUST 2018 [Number 'Common Name Botanical Name DBH(le) Diameter ON Cord Comments Treatment Il Maple Acer 8 14 1 Full canopy straight trunk Remove 2 Maple Acer 14 20 2 Full canopy,straight trunk Remove 3 Maple Acer 12 16 2 Full canopy,straight trunk Remove heLeimmo..." - .4 Maple Acer 10 16 2 Full canopy,straight trunk Remove TREE PROTECTION NOTES: TREE REMOVAL& s Maple Acer 12 14 1 Hazard condition,half deed canopy,split trunk Remove MILDRENDESIGNGROUP,P.C. RETENTION TABLE: 6 Maple Acer 12 20 _ 1 Hazard condition.hall deadcanopy— Remove ,�33 , W,�P9�y Y Maple Acer 12 28 2 Full nnoov,straight trunk Remove 1. NO CHANGES SHALL BE MADE TO ANY ASPECT OF THE APPROVED URBAN FORESTRY PLAN WITHOUT WRITTEN 8 Doug Fir Pseudotsuga Menziesd 22 25 2 Healthy canopy,straight trunk Remove 7650 S.W.Beveland,Suite 120 CONSENT FROM THE PROJECT ARBORIST AND CITY ARBORIST. 9 Maple _Acer 12 12 2 null nnvov.straight trunk Retain Tigard.Oregon 97223-8692 2. TIMELINE FOR CLEARING.GRADING,AND INSTALLATION OF TREE PROTECTION MEASURES,WORK WILL BEGIN WITHIN 10 Doug Fir Pseudetsuga Menziesil 9 8 1 Thin canopy,poor health Remove (503}244-0552 THREE(3)WEEKS OF PFT PERMIT INSURANCE BY THE CITY TREE PROTECTION WILL BE INSTALLED PRIOR TO ANY 11 Birch Betula 6 18 1 Split trunk.very Poor health Remove GROUND DISTURBANCE WORK,CLEARING,AND GRADING WILL FOLLOW. 12 __Doug Fir Pseudotsuga Menziesjj 14 14 3 4ealthvcanorn,straight trunk Remove 3. PLACING MATERIALS NEAR TREES.NO PERSON MAY CONDUCT ANY ACTIVITY WITHIN THE PROTECTED AREA OF ANY 13 Maple Acer _ ___ 9 18 2 Full canopy,straight trunk Remove e._ TREE DESIGNATED TO REMAIN,INCLUDING,BUT NOT LIMITED TO,PARKING EQUIPMENT,PLACING SOLVENTS,STORING 14 Sycamore Platanus 14 25 1 Full canopy.straight vie* Remove � � BUILDING MATERIAL AND SOIL DEPOSITS,DUMPING CONCRETE WASHOUT AND LOCATING BURN HOLES. Wz5 Doe Fir vseudotsv¢aMenziesii 12 20 2 Healthy canopy,straight trunk Retain C 16 Pine Pinus 20 22 2 Healthy canopy.straight trunk Retain 4. ATTACHMENTS TO TREES DURING CONSTRUCTION-NO PERSON SHALL ATTACH ANY OBJECT TO ANY TREE 17 Doug Fir Pseudotsuga Menziesii 18 22 2 Healthy canoes,straight trunk Retain xne3oo Peewee OR 97225 DESIGNATED FOR PRESERVATION. 18 Pine Pinus 8 12 1 Poor health,thin canopy Remove sm421aa65 Fa.503-574ar75 were me...oom 5. PROTECTIVE BARRIER.PRIOR TO ANY GROUND DISTURBANCE BY THE CONTRACTOR 19 sycamore Platanus 18 25 1 Crooked trunk,poor health,oartialiv dead canopy Remove 20 SycamOre Platenus 10 25 1 Crooked trunk,poor health,partially dead canopy Remove 5.1. SHALL ERECT AND MAINTAIN READILY VISIBLE TREE PROTECTION FENCING ALONG THE OUTER EDGE AND 21 Sycamore Platanus 16 22 1 Poor health Remove COMPLETELY SURROUNDING THE PROTECTED AREA OF ALL PROTECTED TREES OR GROUPS OF TREES AS 22 Hpmbeam Carol nus 8 14 3 Very good condition Remove SHOWN.FENCES SHALL BE CONSTRUCTED OF 6'HT.CHAIN LINK FENCING.POSTS SHALL NOT BE PLACED FURTHER 23 Dogwood Cornus a 18 1 Very poor health Remove THAN 10 FEET O.C.APART. 24 po¢wocd Cornus 4 10 0 Dead Remove 5.2. MAY BE REQUIRED TO COVER WITH MULCH TO A DEPTH OF AT LEAST SIX(6)INCHES,OR WITH PLYWOOD OR 25 Dogwood Comes 4 10 0 Dead Remove SIMILAR MATERIAL,OVER THE ROOT ZONE OF A TREE IN ORDER TO PROTECT ROOTS FROM DAMAGE CAUSED BY 26 Dogwood Cornus 4 10 0 Dead Remove HEAVY EQUIPMENT. 27 Dogwood Comas 4 10 0 Dead Remove ��ST e 28 Dogwood Cornus 2 8 I Very poor health Remove t1� 5.3. SHALL PROHIBIT EXCAVATION OR COMPACTING OF EARTH OR OTHER POTENTIALLY DAMAGING ACTIVITIES WITHIN 29 cherry Prunus 10 12 1 Veil,poor Health,thin canopy Remove V� 317 �d THE TREE PROTECTION ZONE. 30 Doug Fir Pseudotsuga Meneieeii 12 14 1 Decent canopy,stra:ghttrunk,ivy infestation Remove 5.4. MAY BE REQUIRED TO MINIMIZE ROOT DAMAGE 8Y EXCAVATION OF A TWO(2)FEET DEEP TRENCH,AT THE EDGE 31 Chem Prunus 10 12 0 Dead Remove hr OF THE TREE PROTECTION ZONE,TO CLEANLY SEVER THE ROOTS OF TREES TO BE RETAINED. 32 ahem Prunus 8 19 0 Dead Remove -"--EL D. 5.5. MAY BE REQUIRED TO HAVE CORRECTIVE PRUNING PERFORMED ON PRESERVED TREES IN ORDER TO AVOID 33 Chem Prunus 12 10 1 Very poor health.underdeveloped Remove414/944.2 DAMAGE FROM MACHINERY OR BUILDING ACTIVITY.MAY BE REQUIRED TO MAINTAIN TREES THROUGHOUT 34 Pine Plnus 10 12 1 Very poor health,compering with adlacentvolunteer Remove IPOREGON k CONSTRUCTION PERIOD BY WATER AND FERTILIZING. 35 Chem Prunus 8 10 0 Dead Remove 5.6. SHALL MAINTAIN THE TREE PROTECTION FENCING IN PLACE UNTIL THE PROJECT ARBORIST AND CITY ARBORIST 36 Ash Fraxlnus 12 12 1 Poor health,competing with Pine Remove 0 4P AILC AUTHORIZES THEIR REMOVAL. 37 Cherry Prunus 12 6 1 Poor health Remove 5.7. SHALL ENSURE THAT ANY LANDSCAPING DONE IN THE TREE PROTECTION ZONE SUBSEQUENT TO THE REMOVAL 38 Pine Plnus 18 12 1 Poor health,Ivy Infestation.compenn¢for light Remove OF THE BARRIERS SHALL BE ACCOMPLISHED WITH LIGHT MACHINERY OR HAND LABOR.USE PLANT MATERIALS 39 Pine Pinus 20 12 1 Poor health,ivy infestation,competing for light Remove WITH COMPATIBLE WATER REQUIREMENTS TO TREE TO BE PRESERVED AND DIRECT SPRAY IRRIGATION AWAY 40 Pine Pines 10 12 1 Poor health,ley Infestation,compelling for light Remove Client: 41 Pine Pinus 10 12 1 Poor health,Ica Infestation,competing for light Retain D FROM TRUNKS. 42 Pine Pinus 10 12 1 Poor health,lw infestation,competing for light Retain JLLL 6. THE GRADE SHALL NOT BE ELEVATED OR REDUCED WITHIN THE TREE PROTECTION ZONE WITHOUT THE PROJECT 43 Cottonwood Populus 8 15 1 Poor health,split leader Retain S ARBORIST'S AUTHORIZATION.THE PROJECT ARBORIST MAY ALLOW COVERAGE OF UP TO ONE HALF OF THE AREA OF 44 Cottonwood Papules 24 35 1 Poor health,spilt leader,IW infestation Retain THE TREE'S ROOT ZONE WITH LIGHT SOILS(NO CLAY)TO THE MINIMUM DEPTH NECESSARY TO CARRY OUT GRADING 45 Cottonwood Pantries 15 18 2 Good health Retain a OR LANDSCAPING PLANS,IF IT WILL NOT IMPERIL THE SURVIVAL OF THE TREE.AERATION DEVICES MAY BE REQUIRED 46 Maple Acer 14 16 2 Good health,full canopy,straight trunks Retain TO ENSURE THE TREE'S SURVIVAL. 47 Meole Acer 10 16 2 Gond health,full canopy,straight trunks Retain 7. IF THE GRADE ADJACENT TO A PRESERVED TREE 1S RAISED SUCH THAT IT COULD SLOUGH OR ERODE INTO THE TREE 48 Maple Acer 10 14 2 Good health,full canopy,straight trunks Retain n PROTECTION ZONE,IT SHALL BE PERMANENTLY STABILIZED TO PREVENT SUFFOCATION OF THE ROOTS. 49 Maple Acer 10 14 2 Good health,Full canopy,straight trunks Retain Q 50 Sycamore Platanus Not Included,off site B. AN IMPERVIOUS SURFACE SHALL NOT BE INSTALLED WITH THE TREE PROTECTION ZONE OF ANY TREE TO BE 51 sycamore Platanus Not included,off sire 720 NE Grand Ave, • PRESERVED WITHOUT THE AUTHORIZATION OF THE PROJECT ARBORIST.THE PROJECT ARBORIST MAY REQUIRE 52 Maple Acer 6 12 3 very good health,full canopy Remove Portland,Oregon 97232 )-• SPECIFIC CONSTRUCTION METHODS AND/OR USE OF AERATION DEVICES TO ENSURE THE TREE'S SURVIVAL AND TO 53 Maple Acer 6 12 3 Generally good health.smaller stature Remove et MINIMIZE THE POTENTIAL FOR ROOT INDUCED DAMAGE TO THE IMPERVIOUS SURFACE 54 Maple Acer 3 4 1 Very small stature,poor health Remove 55 Maple Acer 3 7 2 Gond condition,small stature Remove 9. TO THE GREATEST EXTENT PRACTICAL,UTILITY TRENCHES SHALL BE LOCATED OUTSIDE OF THE TREE PROTECTION 56 Map/¢ Ace, 4 7 2 Good condition,smaustature Remove Project: s ZONE OF TREES TO BE PRESERVED.THE PROJECT ARBORIST MAY REQUIRE THAT UTILITIES BE TUNNELED UNDER THE a 57 Maple Acer 3.5 10 1 Very oorcoedltlen,thin canopy,small otatyre Remove New Building ROOTS OF TREES TO BE PRESERVED IF THE PROJECT ARBORIST DETERMINES THAT TRENCHING WOULD 58 Maple Acer 4 10 1 Very poor condition,thin canopy,small stature Remove C a SIGNIFICANTLY REDUCE THE CHANCES OF THE TREES SURVIVAL. 54 Ash Fraglnus 3 10 2 Removably¢Pod condition.small stature Remove > 10. DIRECTIONAL FELLING.DIRECTIONAL FELLING OF TREES SHALL BE USED TO AVOID DAMAGE TO TREES DESIGNATED 60 Ash Fracinus 3 10 2 small stature,thin canopy Remove cc rei FOR PRESERVATION, 61 Maple Acer 2 12 2 Healthy but unmaintained Remove w 62 Maple Acer 2 12 2 Healthy but unmaintained Remove ce 11. ADDITIONAL REQUIREMENTS.THE PROJECT ARBORIST MAY REQUIRE ADDITIONAL TREE PRESERVATION MEASURES ea Maple Acer 2 12 2 Healthy but unmaintained Remove w WHICH ARE CONSISTENT WITH TREE CARE INDUSTRY STANDARDS. 64 Chem Prunus 6 8 0 Dead Remove 65 Cherry Prunus 6 6 0 Dead Remove o66 Maple Acer 5 7 0 Dead Remove SW Washington Square Rd. N 67 Maple Acer 7 8 0 Dead Remove 68 Marie Acer 7 8 0 Dead Remove Portland,Oregon 97223 a 69 Cedar Cedrus 10 14 2 Stright trunk,good canopy,good condition Remove nROOT PROTECTION ZONE NOTES: 70 Maple Acer 10 8 2 rninnnapv.vartanvdead Remove o 71 Maple Acer 9 12 2 Good condition,smau stature Remove Sheet Title: 72 Maple Acer 8 10 1 Poor health,hall dead canopy Remove -1: ENCROACHMENT INTO THE ROOT PROTECT}ON ZONE IS ALLOWED WITH PROJECT ARBORIST APPROVAL AS DESCRIBED IN O 73 Maple Acer 8 10 1 Poor health,half deadcanopy Remove a 0 THE FOLLOWING NOTES: 74 Maple Acer 5 a 1 Poor health,half dead canopy Remove U2 1. EXCAVATION IN THE TOP 24"OF THE SOIL IN THE CRITICAL ROOT ZONE AREAS SHOULD BEGIN AT THE EXCAVATION 75 Maple Acer 5 10 1 Nearly dead,very thin cancel! Remove TREE se 0 LINE THAT IS CLOSEST TO THE TREE. 76 Maple Acer Not included,off site O' 77 Maple�' Acer Notlnduded.oftsite I �1 u 2. THE EXCAVATION SHOULD BE DONE BY HAND/SHOVEL OR WITH A BACKHOE AND A PERSON WITH A SHOVEL,PRUNING PRESERVATIO!78 Maple Acer Not Included,off site i'rn SHEARS,AND A PRUNING SAW. 79 Ma❑le Acer 9 12 1 Thin foliage,000rhealth,undersized Remove & REMOVAL #e. 3. IF DONE BY HAND,ALL ROOTS 1"OR LARGER SHOULD BE PRUNED AT THE EXCAVATION LINE. so Maple Acer 10 14 2 Moderate health,straight trunk Remove i% 81 Maple Acer 9 EO 2 Moderate health,straight trunk Remove 4. IF DONE WITH A BACKHOE(MOST LIKELY SCENARIO),OPERATOR SHALL START THE CUT AT THE EXCAVATION LINE AND 82 Maple Acer 6 8 1 Extremely poor health,split trunk,half dead canopy Remove CAREFULLY"FEEL"FOR ROOTS/RESISTANCE.WHEN THERE IS RESISTANCE,THE PERSON WITH THE SHOVEL HAND PLAN a3 Maple Ater 9 12 2 Thin canape,straight trunk Remove "u DIGS AROUND THE ROOTS AND PRUNES THE ROOTS LARGER THAN 1"DIAMETER. 84 Maple Acer 9 12 2 Thin canopy,moderate health Remove / n 2-' 85 Maple Acer 12 I4 2 Thin Canopy.good health Remove 96 Maple Acer 10 15 2 Healthy.straight trunk Retain in,VICU c87 Sycamore Platanus Not Included,off site Flcul'E IIS. a88 Sycamore Platanus Not included,off site O 89 sycamore Platanus Not Included,off site • c 90 Sycamore Platanus Not included,off site o n 91 Sycamore Platanus Not Included,off site ci92 Sycamore Platanus Not included,oft site ff p 93 Maple Acer 11 18 3 Good hearth,full canopy Retain - o r-- telt is tree diameter measured at 4.5-feet above the ground level,In inches 'Diameter Is the average crown diameter measured in feet a x '0/5G Identles the trees as elthergpen Grown or Vend Grown the average crown radius measured in feet N 5HT identifies whether or not the tree is a Heritage Tree/either Y for yes or N for no) o o `Cored is the numerical condition rat no(0-3)as defined In the Tigard Urban Forestry Manual v� RACING 01000 CANDPT DENSITY DEADWOOD FA311RE HISTORY PESTS DECAY O 0 dead to severe decline <30% major caffold branches el Sofield Infested maprsonks and cavities 0� 1 dedlnina 30.60% We mad braeOn d&vbatk scaffold drandeS Infested one too few conks:small medal I-U 3 a.erage 669016 small twigs small brand,ec Minor present onlvvt pruning wounds v,c,rserl e',I ticie RESERVED CD 11, 1 2..r ILL d 3 good meeoeIlent 90.100% little or none none Norte absent to present only I pruning wounds 4 aMESE cRaeaNC5 ARE ME mine,m C 'Pres is the numerical suitability for preservation rating 0-3)as defined in the Tigard Urban Foresty Manual_ NeMeEN DESIGN GROUP,n.o.,ANO ARE a NOT TO BE USED OR REPROtoo N Mn '-0 RATING mNSIDERATIONS NEN,EXCEPT H1H tel Mood marten IL The tree 1s a'ha ra N tree"at defined in chapter 1&120 of the Nerd Oevelopmenl Code and'hazard tree abatement'as defined In Chapter 113.120 in the Toed Development Code cannot be completed in a manner shat results In ePeln9^N a'tagD`REN eenc gyp.P.C. LI, - n Iree hteationttrelttenl with/fee Cart intluitrystantla Ns. Date 20 AUGUST 2018 m0 ' Thermals dead.Ir severe decline,ordeal nine but may sell be retained If desirable for WI Jure troth.,benefitsbecause ft Is not yonsrae red a'hazard tree"or'herard tree abatement^couldheperformed- O y 2 The tree has atona0ehealth and/arebudvraleehlnrythat could beail.aatedwith neatmentthe tree will be less orslllenttodevelopmenrmpactsend wNlrequire more frequent manegemenland monitoring after development Drawn by, Checked by'. • \0 than a tree rated as a'3% SBS MDS �/o 3 The tree hasgoad 19 ekoellent health and structural slabill the flee mill be morn resilient to development parequiregement and merilayng after development than a pee rated as a ere lr pm.ntim da.anawleleisrrequentmanaJob Number: 116139 ne Sheet a a L1.2 FOR CONSTRUCTION SET - AUGUST 2018 MItD N DESIGN GROUP,PC. 7650 S.W.Beveland.Suite 120 h-1 , _ �_„ • ` Tigard,Oregon 97223-8692 I ` \ (5031244-0552 I 'illtr i 1 JT ___._ -_} . - WHPacific • / / r 1 1) ( I" -J --fp / —„.......--:•••„,....4414004 �GzsrE,�� I ` 4 317 d• � 40/94 -//'!7fJ�7ll f7/77777/7/77/77777lN/077,17,77777,77/77/�iiiii/Viii// �� OREGON 4�. /. .—" RpE ARC / r.::•:•::•::: :. \ }> Cltent: F if 01 ; 12 .._...___.. •.- - JLR _ . /\-• ..: :.::::::',:;::::.: :,•:.•••/,3/••::;/„.:". C J---4—r ___. .7it i; :f:: \ �: ........• 1111 ,,� /r::� � 1.-••:•••:• +rf'.. . . .�e�� ..f I 120 NE Grand Ave. y .: :, : : M':.•: .. .7 Portland,Oregon 97232 / ::'1:'. :' :•1 I • Project: 1 � , j' �• New Building o 1: 1 1] r � '....**•••,,,.......... /: ,; a i _- _.. . i • a / \ I - . .j N I " J1 (.. _=, Portland,Oregon 97223 /r.:r:'r ',.,.t +.. ::1112 • '::::::.:� — ��:{4:::}:j Sheet Title. �,r f - -1---k-7 .'-" - _,- , . TREE ! :'. '. ...i... ,_ , 11s4, CANOPY & ir '44/1/....skill Hi I"I 1:14Ir,., • ALE bic 0 SOIL :. -r•b :: P� 77 \.. f �.`.. ........ Mr ! 4:••.i,41F.919:01,,, -- (FEET) VOLUMEw I INCH 20 FT, 7" 2° MA -SEE�L1.4 PLAN �V 77 g LEGEND: COVERED SOIL MATERIALS: Revisn:, o a io_ COVERED SOIL MUST CONSIST OF THE FOLLOWING MIXTURE a-, ..~ OF GRAVEL,SOIL,AND ADMIXTURES: o \ 9989+ 1, CRUSHED ROCK,GRADATION OF 100%PASSING 1.25' 3.; 11 + i EXISTING/PROPOSED TREE MAX.30%PASSING 0.75' 0 0 \` // _ 2. LOAM f ORGANIC TOPSOIL 0 c F w—41 — INDIVIDUAL TREE MATURE CANOPY OUTLINE 3. SOIL BINDER SUCH AS'STABILIZER'OR APPROVED EQUAL P ., 4. WATER o � QUALIFYING MATURE CANOPY COVER PROPORTIONS OF COVERED SOIL MATERIALS q^ OPEN SOIL-NEW TOPSOIL,SEE SPECIFICATIONS o ' MATERIAL AMOUNT FOR 1 CY AMOUNT FOR 4.4 CY rr o r • OF COVERED SOIL OF COVERED SOIL. o 1 r'. * .,1 COVERED SOIL PER DETAIL 11L1.6 rs C McsEnxo 1 wino.oesia .n,c..mil.AI/ Ll I CRUSHED ROCK 23,2 CUBIC FEET 4 CUBIC YARDS u MOEM ICE f P ME Hol m et Yri0 Cir eIIi00 M0 l a AMC SMM WV TOPSOIL 5,9 CUBIC FEET 1 CUBIC YARD MAPPED.CxVr OOH lit PPM WM vwnew a WORM oma 011C.P,P.C. n% I SOIL BINDER 13.7 OUNCES 4 POUNDS Date 20 AUGUST 2018 °' I WATER 1.9 GALLON 46 GALLONS Drawn by: Checked by: H aO. SBS MDS � THE TARGET MOISTURE CONTENT IS 20%BY WEIGHT OF THE TOPSOIL WEIGHT.THE ABOVE WATER CONTENTS ASSUME THE Job Number: 116139 TOP IS DRY.THE AMOUNT OF WATER THAT WILL NEED TO BE u+z ADDED WILL BE DEPENDENT ON THE MOISTURE CONTENT OF THE Sheet ¢ RAW MATERIALS,ACTUAL AMOUNTS OF WATER USED WILL BE 90. DETERMINED DURING MIXING. FOR CONSTRUCTION SET - AUGUST 2018 L1.3 hl MATCHLINf-SEE SHEET L1.3 Many DESIGN GROUP,EC. • SAM PANNING / . �\ 18 r -.-i I / 7650 S.W.Beveland,Suite 120 / \ . �� I / / Tigard,Oregon 97223 8692 f \ �� t �:dr ,B . , ff ti (5031244-0552 (It . i ./� �: .. ` WHPa—rlfir / —� ., i1' ` 8mr Fu s„r.300 / • • .......�� •. �/• . .M:._'.� 8:vtea .� , , 37÷76-0.55. 9F�55D381&6»5 r 07 ir1 �/ 1194! 1 1 I /4110100.1:411./lionk no 4192* f L. 40/ % -,� . `� :— --- ./*./= 4410*..1/&� 4 \ . ��// v y- ✓ ....11'4Illr is TR 111W °� �o.��i��1 : / 1�, �1 �oi�iii 317 �,r . ' !. f \.--** ,��A, �I 1' % . -,,�/ �� OREGON tiw , °' ''.- / ii C'' i . 7iO�s_ *�1 , 11 � , 121 ./ ` BAR E Cf y ../ ��`:+ 1�1 • Fye'':\",.1/tr, 47 T".e....41:0-4-`810.0.: I ! Client: 11..0;6H.7.1:::, , --ilit -744.-ff• .,., • \. .. e.if:.i ewil * ,/./1 airAlibt‘.. .. ,Ari te,,......... I/ i JLR ,9 :ir �i.A� `ti122 p:...iH,..::L::.::::.:L:.:L:.::.:..-3.!:, / * - 1. 0***4 , /� ,r_ '42 1 -rig < l i:i':': :'::�r ::... ilk. /�10/ �� \\ 720 NE Grand Ave. \ , .i. iii, 11.8)01.t44:0 Qir�'ipp /( \ Portland,Oregon 97232 firior. Ai o //<� r;Y \ \ �• ,' 4F ,� •�o r`�i% 123 I / : ::_:': 1. :• I ♦ / . iiii/. ! Project: .11 1,1 New Building • ee ...../18 16*,1111/ 41411P \ / • -•,...• ° • .:::•:•:•::•:•.....• -`-'•-.-,.._,,__.....'"- 20 .0* %It • a 1 2b f:. ] ..tet" / ,11tar ! Li I\ 73 pbp A7� //' . \� *AO � lj� Portland,Oregon 97223 � \ • . : . . . °'a`�� : . :::•fir..... , ♦ / � / 109 ... i' /! ��':111111: � Sheet Title: I. e \ 4:.29 - . ":�., ff /... A e-••••::::::•:-:::::::::::::::-7..... ---A - L. p1� TREE ii LIE - 3M1 . .. . 11 N. 6. ��, 25 I o CANOPY & �, r, i .. \ /its / � � //I: 1r/ ! T. / - ,7^. er-L,•„Alp '� l `!� / SOIL s ,y.... 27/0/.. "."-...:•-....:.:..:. , ....,,,;.4.4i 4 ' Ar- ,*/*/„.„8 • 44114.,. 7_4:;:;:ir ------ gi.,11...„1"... k ._ o /•// is VOLUME w Nmoi\ . . ��. . / / � • _\!,.'. :: : �� r \No • LEGEND: ./1010.1),#,Ae." o /. ,05 : :.'/ r �� \ 31 . 42 .o. _ 441 -....s.;',,,,,-�° �+`.�,�� t PLAN / \ \ " f% _ 1 f p� 128 + Revisions: a m WBY 1 \ :.+,N / ./ fv '' '` ' 103 -, : : /` ! o r + EXISTING/PROPOSED TREE \ :...\ L.r::.::v. ..� . . 4%,:::':84::::::-.:::::::•:::.::.i::& ,..:.::::7:::::.:7. . . . • . . . .' ' SO2 C / / • .. g.o ------ INDIVIDUAL TREE MATURE CANOPY OUTLINE \\\ 48 4•�gdy��fF.i7J�.��F �4�0�� ,( .� . .*It • � . . L -..... r.,./.??.... :.:,,::::,..00.., .:i.„. :':109 : 0-;- r. 61. • i • .>t1e{yO�I► . :. .53 : : : ':. : : :::. 5y. ' : . .:' ' 71: . :r. . :.::':i.::.:::'' .. :: : : :: : : :1 .4 � \ \ i-++ o QUALIFYING MATURE CANOPY COVER ` - 19 P`9d +BA�d - 97 . . / - �I��Q \ o.V SD 61 �_e6T. : : : •T� /� • 7A : : 9g. . . : �� 127 \x OPEN SOIL:NEW TOPSOIL,SEE SPECIFICATIONS ---\ /` Y. I/ \ / 1 52 �° ¢ . . :/: X 77/7 99 .,i ietie 1 kb, °o ' �'.•{•.I COVERED SOIL PER DETAIL 1/L1.6 2/ - \ . 70 . . .85 : ;rIP I / 8,7! +'.• .'. 111 '-- \ 72 : : :27 r. ,• � ♦11` 1 �/ .� 75 82 ��_i IR COVERED SOIL MATERIALS: \ g{ y/!/ 92 / zu6 oesw aw..-c.20t�.ALL D a COVERED SOIL MUST CONSIST OF THE FOLLOWING MIXTURE PROPORTIONS OF COVERED SOIL MATERIALS •`�y _ &__ ^l '. X �■ / .�°��5.FseF+�°� 9p 91 -' a■ / N MESE DR.wlxa ARE TIE rr xrr OF ,�a OF GRAVEL,SOIL.AND ADMIXTURES', - \ "91 in NOT 10 OMEN CROW,P.C.,yp ac AMOUNT FOR 1 CY AMOUNT FOR 4.8 CY \ �� — �' y, µTh IE DOR REPRODUCED IN NIT 1. CRUSHED ROCK.GRADATION OF,0090 PASSING,.25' MATERIAL \ ' 0 �. ,�r ""E^�R INTIM a�' OF COVERED SOIL OF COVERED SOIL. - PUIN EDEN IEEE Kulp,P.C. c MAX.30%PASSING 9.75' N'w 2. LOAM/ORGANIC TOPSOIL \ - r^\ _ r'!�� SC ALE Date 20 AUGUST 2018 '▪alCRUSHED ROCK 23.2 CUBIC FEET 4 CUBIC YARDS / m c 3- SOIL BINDER SUCH AS'STABILIZER OR APPROVED EQUAL - -� --- 1■ 20 0 10 70 Drawn by: Checked by: o 2 TOPSOIL 5-9 CUBIC FEET ,CUBIC YARD L.1-111111. 1 SHS MDS 4. WATER THE TARGET MOISTURE CONTENT IS 20%BY WEIGHT OF THE Ng TOPSOIL WEIGHT,THE ABOVE WATER CONTENTS ASSUME THE (FEET) ;3'a SOIL BINDER 13.7 OUNCES 4 POUNDS TOP IS DRY-THE AMOUNT OF WATER THAT WILL NEED TO BE 1 INCH a 20 FT. Job Number. 116139 ADDED WILL BE DEPENDENT ON THE MOISTURE CONTENT OF THE jj I WATER 1.8 GALLON 48 GALLONS RAW MATERIALS.ACTUAL AMOUNTS OF WATER USED WILL BE Sheet a c DETERMINED DURING MIXINGa a. . L1.4 FOR CONSTRUCTION SET - AUGUST 2018 • [PATE: 8/20/2018 1:52 PM] [AUTHOR: sgolos] [PLOTTER: DWG To PCF.pc3] [STYLE: WHP-Stordord.ctb] [PATH: P:\Mildren Design Group PC\P0017407W\Execution\Crowings\Landscape\Construction Set Plans\P0017407W-LA-SP01 CANOPY COVER.dwg] [LAYOUT: L1.5 Tree Canopy] (22 Sq"mk'� '&mmN192n: Nta..,...wN.,08139882$898 �m�UP22.'5ffi��%�� °,V!$ � aZ1N5'oEE mYr�N,gmmy&AfAti a$ " v� dU� mW�an.w,, oSm6gp $oT m1 X F ❑ F. ❑ ❑❑ o ❑ ❑ ❑ v ❑v v v v v v o v o v TOFF ❑ v m O W q W W O W O O W W O W O W O W W F O m 0 0 0 T O W W W W W W W W FEW mxp�v p��[�K<«�� c�SGc� ga vom,js❑�o vo vvm�� vvm vo'�ma vvvoo� v ' �,�vo�e❑o'v�m� v��°^m,5°❑voom o�SSm ❑oa❑m�,'S�` vvo-- °�'m�gSCnc �555�➢ SAA ; m • '°aaa4aaaaaaH aaaaaaa sm a4 A Wa " �� aaa am ma� www �aaa�a aaa�' g M E a� oda � mW� � g m Ag �mm N mmg m da�smmm�• m��s sera$-r 0 m;d ,m d m m m m m; u P m E %m g%H g e w a r m m x. m m C x x w E w "N x x . v m m x m u 4 a 9 q d d o a D S n gS '�6 m�'� m n f1,13447.: m m m i m m m s i m m m , i6 F 3 3 3 3 S.kmil i6F�S��5-7,413��56SRS � „T r „y „ f OU,-;:f S r T 7 �636 r 17, If � T ' :$c T � 4 -366illIIr8r I � 3 3 i 3 .'.' 3 BBB 6'63636 'a 3 A a T a 6 a 3 3 3 S 3 a e b 3 3 3 36-33 3 3 3 3 366633 3 awe 3 3 3 3 3 3 3 { L 9 9 L 9 0 ❑ 9 L L L 9 9 b 9 V V b b K EE E,, Siiev Efe ina i'qSon c"q>o >iQ nWnn c41> a nnn ffi� nnngi nen y Qy4nQIyq>Q an4nQpnpn1iRk"g i r W R fi� �EEWerkad REc R -Iva ELiM 3ia0 Eg alig iEi 2 EaRV"alas- . -..e5 Oki8 J"RR " i gVa5RNQaQpyy a yy S 3 R i%Xaa i L g C o B, .o o 8 6 6 a 6 O O O B B a R v n n n Q 4 n a a s D I- � �� 89, S a� tog m ta5 cr saS SS a�a�,g �B aSa ��S sS��BBc�$�$� aS �S °aSS Suu asgSS� a .ESSr Its QX9.a_® QQ $ po_iz� �889 dA - m iiiiiia.a-eo.o.u.g4' aa.aa.a.alt a �mg F So 5 G � 6 5 6& Ga it' G RS66 65ti [Ltd; 66601 Cm6 a�Er �aaaaaaaaa��a.aaa.aa.od � ��€ �� a9 �� o� �a�oo��oa�a a� oo a a aaa a.aa.aa.ggaa.a irE,�aa�E:�� as as as ills a g gg g ggiggi qgggs 3gg g gg as a aaa 3F3� 3H3� 3R 3P�3� 3P6�. � � �5.� �� .6 ard.a a sg4u4.� ff4m �m� �_s �s� s�S gu3 S Ea �.ei� c9, 686 55 5 555 e, pp E e_ : 3 m g, r,n.44 m,r3 0, p �. 5 E t 3 g.,m 5. m g, t v g.H. e.A m r.K e. E m 2 s.p. E n r m e. j aoa❑❑o❑aoa❑a❑aaoaaa a a aom O trial diW diNy to titAtntAHN bcnm cwramw m V1 w mintn rnNNNrAN fw di gNHHNHNNoHO',NrnN fn NOt90 W 4omHfn fn W m m mtofnrnmm m W w W w W In w m w v.mo,00000 00000 00000000000 3 u+O O u N N N N t .. N N N N N N N N, N N n, N N N N N N N N N ,e N N N N N N N N N N . ..et. N N N N N N N N ,.l N N , ..N t. . N N N t N N N N N .4 ?9?99 Q999?9 � � � � � � � � � � � � . . . 999-.9-.-.,99' ' ,4. rl. q?,l. 1• wIN' qq NNNNNN,1..9,ti,99 ,ti9,4.,,4ggq94,q. 9, 'ggqqci'4 "9g49'ZQR'4' ^9"44'4'1` aaa�394.aa93R.4. 4a9.7.,4art. 99i1. r3.3w1a9r1. 9�.4.4.l. wl"?4',444 . .9.0�' 1S�'�'4' q4''' hlh. 4 'q` N :::::2;�� .x ,x.x22'x,xk,xxxe�n 22 20�� 2: nl2e:ewi� xo:Rx:a:222 12:: 222x222: 22: 222x2 22222xx5. nn:A3xi2x2dxxx222eS'annnn2 F ""liEm: mmgsaiiiiiiiiiiiiiiiiii§§§§§§§§§§§§§§§§§§§§§§§§s§§'s§§§§spa§t§a§§§§§§ggAITA sg M§Mg§§§§§§ws gMl§§§§§§§1§§§§§§ O rw.,u N N o g.m q o i i o 0 0 o O.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0..O...p p g p U p p..O O.0 0 0 0.0 0 0 $.'rnagu ssswuusissiiiiiiiisiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiigiis$ggaisossgoogasgasooaa000000000isiiiiii iiiii iiiiiiiiiig§§ q a „„,.o „ oSv$'aooaOSSA9S4goQ tgtso�igtO.' �ooS400000A oaS0000aQa0004S000000..ilw N0.t4:Sp45S5Ao.a 1“,$�$a'6'a$t'a5'a 3 3a� � SoMga � tiaaa �.Isig �iya1 aaga�a �gg $ r agawmaaa$a agm nv nnnnaa $ i ! R '8Vlodk,i. Noq q • 1.:.1..'• "1.h>. p --'''''. _ " :; . uof' "'- g" DN--g i;;Zi: ,i. n,i,H- ZZ No S :F1yt1E-Fj~$ 1yN-+ 1.1b:1E1E2Nw� F '$L$: u$i$ Il'�SI :�. $F8 . i11,2“::"Ii8 $E - a-.0waaa` 2 � 333333A333A33S535gSSS. .OSSSS.S.O.S5S SA53533g333. . 3333/g33�333353/3" 033 3AAS".5ASS- S3. 33S3S3SS5.S3E333533ffiS 4 3 p R Si 9d0a � gSvw� o�� rowu4m R a )r,EiB1" zU �C 0GGG$8GGGGG8v"Ww° GGGG5T88CTGCTgPG "GTSSGg"gTNT$g ;g.,gmgoEO+ rppt. :-..22$80�Gg88,-3Tb [s .ti 'P1OOJ Pg ,,,,,, �,g* ,,****begaehe �a **** *, *$, *.e*,**,*, ,** ** *s, *y* * a*ae**** � exezpaeeaeage ,e, ae***ga**a ,*** €*, 3 ry YP; F._oa o'd''o..' goon "Umh-i iu wy �,- i w i w'w NHi ,..w Nuia' n,m,.. ma31 F". � vw ym� � � Nw' 0'+9 Ny��y�$' &$wi��i'S'��fC$�'�igE&�y��ma++�� mt.ir.,ffi-L��00 ,",+�:,:�- .�&�.+�.N�.o�a�9� e,�.,�� `�,�'�`.,`�' �� a am v w w ln w �O1.+a N v a'e�o�� "N m`S N w�N ��p1 'd'.. IS 3 pg oo sa yob AiDt. Bmm .N ,Y� tl�kLflNmw mw.wN_gS$�$3Pu04$ p 25 [1 Cg �� ;j ZYX . mr 1 /l \ •m z cv n c pi � � I / z + C7 G? yy 4 i ;c A g 1 1 1 W W W m m m m m r ›0 Y-p a. A.-O 1 1 / 5 .5 �I D 5 W - _ _ 0 3�-n m _S b S u SCC p p O a oo �Iy ZWf �,�. a s a s $ �m m a t a s aaagggggiisgif a2 -A °-m lmn 6c0-1 p1 m E x E En m m ,• m m m m m E c C i m C C C g C r M C C C ,,, 41� <p AOY 31 S i$ S C m AC m m m S SSS SSSSSSSSSS -I n n m - m I t 3 1 3 3 5 F 3 33fil33SSad 33 3a 3 rx 0 O i, m y n o S'F"3 S m A r a o zR- -c2 w TI7 m ~ A A K m c a yCy z n a n a a a a D trl TZ F p � nD , aBf'UM' 8aa86� a nnnaa Z m �m caiP o r a`; aa. $ $ c. a.Rs'v,aa -' R ARRRS ' Q mc >m Ei 0 , , gaagg-44 4 4aoa. aaaaggggg “gaga { s � 3311113isssgs1. d m ' m Lt $e m O e* a .-` a 00 0 0 0 0 0 .0w 00.0.00.0.0.0.00.0 k 3,i H R g c 666 r ,tom 'pit Wm = cm m -11 H N S.,N N 1.i. N t H N N N • N 9Q NNNNNNH(iN N c ri 4R RR R ' 9�+R 2,1 ;; xxxii1WWVRWWW' ' 'xRxR'$',xlxrx.RRR'' up i0 v c 2 * . yy� 1 ai -1X p n E . " iH H m O o **** N o a o 0 0 0 0 0 0 0 0 0 0 0 o aaoagpp op o pppo o O ¢ m 5 y E r- c m 00 Cl 0 0 y� Q5� gS2 StQ SC SC pRRS,RR_S,Ry�Qp ° T m C m o l'. 1 `A z Ngo $a 82525 25 §-§t"§M.Eiiiiiiaa3a5Siii '1 m Q- m _ o ?n3 t� o 8 33 0 A7, m K U , zy o z ^ ; xi " m a ip F Fl fi ad amt -,wSS85,S8 } 8-. -, tam -•SS;•;•mSSSSSSSASSS \J no 3A o6 �SS9 Y� 8 0 m �O o ° .j g � aagaEEE $ EBEEl ittg itaa, S E2LEE g Z m m �l m 6° 0 d1.' o* u S S .E � �d a i'4'10229-0,41''MA ( g N ` ; 7 �y m m 35333333373 y3333333333333ffiffi$S 53 M x`11 V' x m z m X T' m r T • it R C a1 m u S W 5 7:7: i' ii d° de 1 2R V %F ; dR 3e.Y`d4 2R de ER a:, u a'de de de 7R a;a':R v � z co n Z $ CD i M f8 : `89 " EtSkd ° : � fPNlumEletTMEIRg'u1h'6''�„N..g o -I I F P D C 0 C CO N 0 CO y Eni. p N c., i 2 3m IJbiq C � n 1� [n Z 0 o-1 1 or3 CO j �On C O O rn o ' Y o w 'j S ;PI b z K 8 m oa 'TECT1 d r 8 b f \ I MILDREN DESIGN GROUP,P,C, hqmoWlw. _ l - .._~ AR/C71r1ECrDt[6 • �A®PLANNING i i - i \ �- 7656 S.W.Beveland,Suite 120 —- Tigard,Oregon 97223-8692 L� �� -�- (5031244-0552 tit" L'•-•..,,, , .., , .7..fit i ...J-f �,1 1 I - - NW SW Owns...Ruda WO _. Pal.,e,OR 9]x15 1 / ��1J1I 1 f r— '��/ / 1`�✓ ,,,,./' ti I r may: • 4' 317 PROTECT EXISTING ❑ E G TREES TO REMAIN,TMP, 41 :; j,` + ` _ ` :" MICHAEL D. V `\• �i Z 1481 42 \ + �. I + "? • R d� OREGON ••••:•:•:: :ti--r' :» a.rr-_%:}w-ra:-Vii•-rra-•yrs 1�.\..::-,}•.;.• o rf-- 1`. t: :•/'i•:•TM}:•:•::•:•:•:•�* J CAPE A C�' ys'_211 +� JLR �l _._ �.�.,,,..,__,_,.,._,.....,...,, ,. L .,� Win, •401.$ q��! ►,:• J;; ?Vail FL VLc�1•, 720 NE Grand Ave. o %; ty I Portland,Oregon 97232 �, 4r `` % l Project, o Ail� � New Building L. •a au0 o . _. �� SW Wa,hingtoo Square Rd. N i Portland,Oregon 97223 E, .ii_�i. •-S i p i I. `, 1 Sheet TETIe: J � 1,1111° 0N. A � -.6 t , 40P SCALE LANDSCAPE , iliCillk _71 :' pv� 14..ek* I �� 20 a 10 26 PLAN in • �,/ P i�� @� may . `� I �r��FEEL d o 1 INCH=ZD FT. z, MATCHUNE-SEE SHEET L1.7 w.. 'Z'c; GENERAL NOTES: 7 i; 1, REFER TO SHEET 11.8 FOR MATERIAL SCHEDULE. n 5 PLANTING NOTES,AND DETAILSo . a . 2. REFER TO TREE PRESERVATION AND REMOVAL PLANS o'1,-, FOR TREE PROTECTION INFORMATIONot . ~ 3. REFER TO TREE CANOPY AND SOIL VOLUME PLANS a FOR OPEN SOIL AND COVERED SOIL LOCATIONS. 0 H o o t3 El.' x m 0 0 o N y 5 �pRM CC.F.PC,10+7,ui C. 0 5,.. MIME NAMES CP I WORMa01W.PP. PROPERTYE Mor ro t u4L OR IEnmlxm M MY C C... YNEERI Pr �r WM 11E=TO ORITTIR PCIIAyEPI MRrfER/IlEaV PIoo.P.t. O u Date 20 AUGUST 2018 a e 9 Drawn by: Checked by: N o SBS MDS 9 Job Number: 116139 �= INI i Sheet COa w4 FOR CONSTRUCTION SET — AUGUST 2018 Ll.6 n0. s MATCHLINE-SEE SHEET L1.6 711 . 4ritillill .., /`: 1 MILDREN DESEGN GROUP,P.C. nwcTnTBCruxe �AC�r+•rtvu c :•.,,, �I� . ` � L_: � i 7650 S.W.f3eveiand.Suite 120 11 �� , \ , - / Tigard,Oregon 97223-9692 1 1. ��. £ 1 5031244 0552't �• Z'DEPTH OF 3f4" I`+'7/\ i' ':! �. ROUND RIVER ROCK r° :;`!� / Twu �`�firi- I _,. .�.�.; MULCH,SEE 7111.8. 4�� v.-,,,... ��`` / s i■HPa—a 14 .......,....._ 41p- I trip.,,./4 Fl. It IrAip 7.S\T!.6.., �. ..'� ..� 2'DEPTH OF 3I4' ' \�!�j ;:L ,I 4 ROUND RNER ROCK . �•`` .♦.�.. �t � MULCH,SEE 7111.8. �:�(/�` /� i tell �0. •.�iG \y\`�4G.� � .. 2'DEPTHflF3l4' — \GSIGtgT�'— N �. .�'�` 11� ROUNDRIVERROCK ::\`(� / 4� ��d • . '/ 1 */ MULCH,SEE 7111.8. \`�!(� /41(11Pri/ilik 317 \• a • 4444 . ,�1 ;�, Li .`` �\ :� �" sM -- H di r 41.♦ .a ;G., .. 1, -4.14,--„.__-- ua9a W l . q 41 1/4",, 0 �`' L• q E A�,G mi • � • quillir u• `` ... ..♦..• ��'+ ,\ ``�`` •.. " Client: .4441,11://// Imi,4/44%AL-1'n'"---, Avge AirAN 11 ii, JLR 4011\-rf .. *.7 41110? ".4,74.14 .-- didi , i \p C3 E. it 411111114*,. ilk • A *1 •�+! `�� 720 NE Grand Ave. 14047-7494,1 Ncb.' 7 �L' Portland,Oregon 97232 • / • • �-r,21 r j 4* i �� '`� Protect: ��. � �� //1�. �+! rte\ • �,_ ,� rip. , ' o, rs New Building -,, #4B- —PROTECT EA15T NG 1 SI .... .... �, ��i` �; TREES TO REMAIN,TYP, P ` WAft/ /-.; ?";11, /fig RV illifi o ------,, � + / `�� / $ RIkO.*1? +�' f ' SW Washington Square Rd. N r '$ sly + ♦ / , t/- 14 ,,4. �� ,• co o • � ,�j +0i VEGETATED CORRIDOR �.( , /,../41117., M1 Y71!' +;3' L EASEMENT BOUNDARY ,// T ` re, It •�Iito. , op.• LANDSCAPE La �a • a t. VJETLANDABOUNDARY �...` � �It ++ +++ ./ / • ,' &,klitQ1,�-!�41�L Q ,� .� PLAN , i or l- + :� '' A.,.,./ A•� ibb, Wir t + + + 4„ ,p! p • 4. �� IR7g.- 4W1�' 1. �,1/ STREET TREES ON GREENBURG Y ,,i4Hl 4 ('A' eek: \ ..? _ RD.EE 8E PLANTED IN GRATES. ,4, 4% . \....._ \ '4.----r '411-11;:..."471211k1,10111,,t: � I7 � / SEE NOTE 4 THIS SHEET. • _�r • ��V �. '.•.. - 1411,41W � � i Revisions: ,Jt Alr-r7111.11111 lir— :'''4'4"-lb ,,C+ r. if+* :;r4Q; ,..., ,,s. .- . „ ._. o i f("", �•.._ VEGETATED CORRIDOR r, I ��*pet { +} • ;• t:,1014.:` .,i:',4.t...IaSO4ir!,...t. '„+ #'- '�?17 "�. MfTIGATION BOUNDARY k' i ``�4 r ��' -:M4' ' it 011*,Y = oriz i111:44 GENERAL NOTES: �...-.."-''',4/4..., r� . w 1 h :id' , a► VI, r 1'• it LANDSCAPE ACCENT �r � !j O u' BOULDER SCHEDULE ��•.. � k -'�'�1 Ahhi, + + ++ 1. REFER TO SHEET 17.8 FOR MATERIAL SCHEDULE, t••.�, -.• !C_ -1 K PLANTING NOTES,AND DETAILS. , \�. %ltr �� aRel201a-ADDRVCN OF NOTE 4.UNDER L''-' SYMBOL 512E OTY VEGETATED CORRIDOR �,� -� + S� t, x + %1_A of )/" 'GENERAL NOTES',IDENTIFYING THE 2. REFER TO TREE PRESERVATION AND REMOVAL PLANS I ENHANCEMENTBOUNDARY I /` y■ TYPE AND NUMBER OF TREE GRATES °p FOR TREE PROTECTION INFORMATION. /1 'S., + '/t I�i I ,gLDyr,gyrr w u y qp • 2'XT FACE 19 '-- r+ "�}}�`_�_ �&t 6E b2 f� ```V `�F�M1y� 7�i;. MI EN 5 W 10,1.FLL 3- REFER TO TREE CANOPY AND SOIL VOLUME PLANS --/T� J ■ Cr'AI xiuirs RESERVED E.''`' FOR OPEN SOIL AND COVERED SOIL LOCATIONS, .i1 + i --- 1 wuawm Me RHE PROPERTY OF Oz j "" - - - ♦ 3'X3'FACE 12 J ■ 20 0 10 20 MRLIOi Raw/aMM,r.e..NIO ME 4. PROVIDE AND INSTALL METAL TREE GRATES WITH +�„ ' ■ I MR lO R 5!®wl Ip11WU@D M NIY a a FRAMES INTO THE NEW SIDEWALK, (5)TOTAL.SEE i p nNO G E.o SPECIFICATIONS FOR'KIVA'TREE ORATES,AND B SO . + 4'X4'FACE 5 y. VEGETATED CORRIDOR FEET _ TYPE•S•TREE GRATE FRAME BY URBAN WERAND B BOUNDARY MrTIGATION BOUNDARY / 1 INCH=20 FT. Date: 20 AUGUST 2018 ,3 ACCESSORIES.CONTACT JIM RINGELBERG a o, NORTHWEST RECREATION FOR GRATE AND FRAME 1 NOTE- i-- Drawn by: Checked by: v'-n INSTALLATION DETAILS.(503}20-7770. ' PROVIDE AND PLACE LANDSCAPE -In k...---.---.4„..- - - - J ACCENT BOULDERS PER 9/11.8. SES MDS m GV, Job Number: 116139 aj Sheet ma ti= FOR CONSTRUCTION SET - AUGUST 2018 L1 .7 as PLANT MATERIAL SCHEDULE-SITE SITE PLANTING NOTES: QTY SYN. I BOTANICAL NAME COMMON NAME I SIZE REMARKS I SPACING I 1 VERIFY TO sirs CONDITIONS,CONTACT THE AE UTHORIZED RIIZEDENTS TREPRESENTAALLED TIVE FOR INSTRUCTION PRIOR OTHER SECTIONS. IF ANY TO T COMMENC NG WOF THIS PLAN RK_ EL FOLLOWED DUE TREES 2. EXACT LOCATIONS OF PLANT MATERIALS SHALL BE REVIEWED BY THE OWNER'S AUTHORIZED REPRESENTATIVE IN THE FEELD PRIOR TO INSTALLATION. 23 AC ACER CIRCINATUM VINE MAPLE 10'-12'HT. 88H.MULTI-STEM 7111".""P.F" .' OWNER'S AUTHORIZED REPRESENTATIVE RESERVES THE RIGHT TO ADJUST PLANTS TO EXACT LOCATION IN FIELD- MRDRFN DESIGN GROUP RC, (TOTAL STEM 2-1R"CAL.) 3_ CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT OBSTRUCTIONS.AREA DISCREPANCIES AIIQffTBCTUBB • SPACE PLANNING * AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN.SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE 755C S.W.Beveland,Suite 120 ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE.THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS Tigard,Oregon 97223-8692 010,4DUE TO FAILURE TO GIVE SUCH NOTIFICATIONS. 28 AR ACER RUBRUM RED MAPLE 2.172-CAL. B&B 1503)244-0552 4. PROVIDE MATCHING FORMS AND SIZES FOR ALL PLANT MATERIAL WITHIN EACH SPECIES AND SIZE DESIGNATED ON THE DRAWINGS. PLANT MATERIAL SIZES SHALL COMPLY WITH AMERICAN STANDARDS FOR NURSERY STOCK. 5_ FINISH GRADE OF PLANTING AREAS SHALL BE 2"BELOW ADJACENT CURB,PAVEMENT.OR HEADER, } `) EXISTING TREES TO REMAIN WHN,C1fil ~J+ sHRLIBS 9755 MB...R.I.Suth,IX PRH.,OR 9722 5. 0 45 AKL AZALEA X'KLONDYKE' KLONDYKE AZALEA 03 CONT. V NOTES. ,..,, ry99ax F`••�isso-°ns 0166 BMJ BUXUS MICROPHYLLA JAPONONICA'GREEN BEAUTY' GREEN BEAUTY BOXWOOD #5 CONT. 1. TREES ARE CONTAINED IN BURLAP • THEN REMOVE BURLAP AND TWINE ♦•• ® 22 PLA PRUNUS LAUROCERASUS ENGLISH LAUREL #15 CONT- T y �F I FROM TOP 1 f3 OF BALI.AFTER STAKING. \l7�/7FjJ REMOVE ALL TWINE AROUND SASE OF SEE TREE TRUNK 11 ROC RHODODENDRON OCCIDENTALS WESTERN AZALEA #5 CONT. VARIES,SEE TREE CANOPY iii( TREE TRUNK TO THE FIRST BRANCH. STAKING/GUYING DETAIL 80 RIM RHAPHIOLEPIS INDICA'MONTO' INDIAN PRINCESS INDIAN HAWTHORN 03 CONT. AND SCIL VOLUME PLANS 7/ . 2. ROOT BARRIERS(18"X 10'.CENTERED GRASSES /T ON TREE)ARE REQUIRED FOR CN-SITE ��_. REMOVE BURLAP AND TW NE 'f 9 , TREES WITHIN 4'FROM PAVED FROM TOP 113 OF BALL t•�•�•� PAVEMENT.SEE CIVIL PLANS I SURFACE.SEE SPECIFICATIONS. 39 t•••4 PANICUM YERGATUM'ROTSTRAHL-BUSCH' RED SWTCHGRASS #2 CONT. 24'0.C.SPACINGAFTER STAKING. REMOVE _��• ALL TWINE AROUND BASE OF TREE WRAP FROM GROUND TO Z S TR)? 204 j/// PENNISETUM ALOPECUROILES'HAMELN' DWARF FOUNTAIN GRASS #2 CONT. 24'O.C.SPACING / // / /- FIRST BRANCH • - TREE TRUNK TO THE FIRST '�'� 41 `/ / n_ BRANCH.PLACE ROOTSALL 317 '� GROUNDCOVER \ ' �" _I BARK MULCH WATER BASIN,2.12' r- - AT TOP OF MULCH LAYER. • COVERED SOI`MATERIALr •• JJO IL DEPTH MIN..24"DIA-CIRCLE �y-mow BARK MULCH WATER BASIN, 1,1981:".....:.:.:, ACTROSTAPHYLOS UVA-LJRSI KINNIKINNICK #1 CONT. 30"O.C.SPACING - 1.SEE TREE CANCWY AND SOIL t" [-+ 2-10"DEPTH MIN_,24"DIA. I�CJ4A4D. J VOLUME PLANS FOR SOIL MATERIALS TREE STAPLE(BELOW GRADEU SEEDING 5' - AND PROPORTIONS INFORMATION, STABILIZER)SIZE PER r CIRCLE 41994 ,(t1 •-\O I I` MANUFACTURER'S RECOMMENDATION, PLANTING MIX BACKFILL- OREGON AS REDDI SUNMARK SEEDS'NORTHWEST SUPREME'LAWN MIX S LBS PER 1000 SF(SEED) /J 1'1=1 I 2.REFER TO CITY OF TIGARD"ARRAN I .-- ,-- BACKFILL MIX SHALL CONSIST �� V~ -- FORESTRY MANUAL"FOR GUIDANCE 9' O`� i MIX SHALL CPLANTING IONSISTX FOF 253 NAILL T�VEL '- OF 2/3 NATIVE SOIL AND 1/3 'Qp�+ AR�' / ON MIXING AND PLACEMENT OF G PLANT MATERIAL SCHEDULE E-VEGETATED CORRIDOR �\J �,�� I "'; 1 TOPSOIL/SOIL CONDITIONER I _ COVERED SOIL CONDITIONER MIXSOIUSOIL I �� 2,DIA 6F IMITIQGnTIONIENHAQNMENTI SYM I BOTANICAL NAME I COMMON NAME SIZE REMARKS 1 SPACING SCARIFY WALLS AND BOTTOM OF • 'ei SCARIFY WALLS ANO BOTTOM I sx DIA.OF PLANTING PIT_ OF PLANTING PR_ Client: .. XV • 14 JLR DECIDUOUS TREE PLANTING DETAIL DECIDUOUS TREE PLANTING DETAIL 2 CONIFER TREE PLANTING DETAILSCALE: NT_S. SCALE' NT,S. L1.8 SCALE: N.T.S. .8 13 AM ACER MACROPHYLLUM BIG LEAF MAPLE 2.1(2"CAL. 0 c 2 a Ili ' 14 13 CD CRATAEGUS DOUGLAS!! DOUGLAS HAWTHORN 2-10"CAL, 720 NE Grand Ave. Portland,Oregon 97232 014 14 PM PSEUDOTSUGA MENZIESEI DOUGLAS FIR 1iY HT, PLANT CENTER PTOJPC[r • INSTALL DUCKBILL MODEL 68-DYE New Building TREE SUPPORT KIT PER ` ' MANUFACTURER'SDIRECTIONS IN TRUCT T. //\J`/\ �`.` DIRECTIONS AND INSTRUCTIONS- TO BE SET T-ABOVE GROWN 1' 1I USE MODEL 0586 DRIVE ROD AND SURROUNDING GRADE. �1/I I/I�• S /S + EXISTING TREES TO REMAIN INSTALL AT LEAST THREE CABLES if a t 1` r' PER TREE. �r MULCH AS SPECIFIED ♦A7 !•, V / S a __ o INSTALL 30-INCH LONG 754-INCH PLANTING MIX BACKFILL. / 5 TN +'SHRUBS LibSCH.40 PVC PIPE OVER EACH BACKFILL MIX SHALL CONSIST OF EDGE OF PLANT BED,CURB To r GUY WIRE BELOW TURNBUCKLE. 273 NATIVE SOIL AND 1/3 WALK,FENCE,OR WALL m 85 79 ♦ ......... AMELANCHIER ALNIFOLIA WESTERN SERVICEBERRY 1 GAL. 2'HT.MIN. TOPSOIL/SOIL CONDITIONER MIX, Zi 55 S9 + +* BERBER'S AQUIFOLIUM TALL OREGON GRAPE 1 GAL. 8"'IT.MIN.:PLANT DISPROPORTIONATELYIri 120-DEGREES(TYPICAL). DIAMETER or S=SPACING ON CENTER(O.C)AS SHOWN ON SW Washington Square Rd. ++*+ IN THE SE QUAD OF THE MITIGATION Ro0T6ALL+s SCARIFY EDGES AND BOTTOM PLANT LIST Portland,Oregon 91223 * * * AND ENHANCEMENT AREA PLAN VIEW + + O 86 80 *+*+* HOLOISCUS DISCOLOR OCEANSPRAY 1 GAL. 1.5'HT.MIN. 88 80 * * • SYMPHORICARPOS ALEUS SNOWBERRY 1 GAL. 1.5'HT.MIN. Sheet Title TREE STAKING/GUYING DETAIL 19 SHRUB/GRASS PLANTING DETAIL 5 GROUNDCOVER SPACING DETAIL 6 o SEEDING SCALE: N.T.S- SCALE: N.T.S. L1.8 SCALE: N.T.S. L1.8 LANDSCAPE a 6.844 SF VEGETATED CORRIDOR MITIGATION AREA AND 8.371 SF VEGETATED CORRIDOR ENHANCEMENT AREA n E +*+*+ AGROSTIS EXARATA SPIKE BENTGRASS I LES PER 1,00D SF(SEED) PLANT i ***** BROMUS CARINATUS CALIFORNIA U ,00 ROME 1 LBS 10 SF(SEED) 0 E + + ELYMUS GLAUCUS BLUE WILDERYE 1 LBS 1,000 SF(SEED) a SCHEDULE, ,, VEGETATED CORRIDOR PLANTING NOTES: N 1_ REFER TO CWS SPL 017-002745 FOR CONDITIONS OF APPROVAL. a. ULDER AS E -FORIPL4NTNGAREA SHOWN ON D GRADE EMBEDDED LANDSCAPE PLAN NOTES & o 2 PLANTING PLACEMENT TO FOLLOW CWS DESIGN AND CONSTRUCTION STANDARDS-R80 17-05 APPENDIX A.PLANTING REQUIREMENTS. 3. PRESERVE EXISTING NATIVE SPECIES ON-SITE TO THE MAXIMUM EXTENT PRACTICABLE. DETAILS u.' c 4. PRIOR TO INSTALLATION OF PLANT MATERIALS.ALL INVASIVE VEGETATION MUST BE REMOVED PER APPROVED METHODS DESCRIBED IN CWS' ` NATIVE SOIL .- o 'INTEGRATED VEGETATION AND ANIMAL MANAGEMENT GUIDANCE,2003'. VEGETATED CORRIDOR SIGN �,,\7<\ v 5. BROADCAST SEEDING IN ALL AREAS OF BARE SOIL FOLLOWING THE REMOVAL OF INVASIVE SPECIES AND PLANTING. W , PER CS DRAWING NO.790 _T ReVISIOTIS: n 6. MAINTENANCE:OWNER IS THE RESPONSIBLE PARTY UNTIL THE LANDSCAPE CONTRACTOR HAS BEEN IDENTIFIED-ONCE A CONTRACTOR IS IN PLACE THE Y R LANDSCAPE CONTRACTOR SHALL BE LISTED AS RESPONSIBLE PARTY AND SHALL PROVIDE THE DATES OF PROPOSED INSPECTION(MIN,THREE TIMES 2� `.A \�� • a PER GROWING SEASON AND ONE PRIOR TO ONSET OF GROWING SEASON)AND ESTIMATED MAINTENANCE SCHEDULE OVER THE TWO-YEAR WARRANTY I I ��4% a_, PERIOD. MAINTENANCE INCLUDES BUT IS NOT LIMITED TO PLANT REPLACEMENT.PRESERVATION.AND INVASIVE,NON-NATIVE WEED CONTROL, - •Il I ��II II -�`-` n lull.�u�!i�rG�i✓i✓i✓ 1-°i 7. PLANTINGS WITHIN VEGETATED CORRIDOR SHALL BE TAGGED FOR DORMANT SEASON IDENTIFICATION AND SHALL REMAIN ON PLANT MATERIAL AFTER .i\�/ `��✓` ° PLANTING FOR MONITORING PURPOSES. PLANT TAGS SHALL BE VISIBLE AND LIST PLANT SPECIES. OM E OMPACT NATIVE SOIL OR INSTALL To 5 1 COMPACTABLE BASE COURSE TO ▪C PLANT MATERIAL SCHEDULE-FLOW THROUGH PLANTER - 2"50.BLACK POWDER PRODUCE UNYIELDING BASE TO SET W L'Syu I COATED STEEL POST BOULDERS O QTY l SYM. I BOTANICAL NAME I COMMON NAME SIZE I REMARKS /SPACING ,", WITH TOP CAP It $ I ,. ,_ REDLINE VARIES w li` SEE PLAN NOTES: 75 -- h-L_.._..__ I ' �•, MwREEN DESICNGROf1P,P.C. __J � - A1T8CRU11H !A®RANI�BNG ��. 7650 S.W.Beveland,Suite 120 � • \ Tigard Oregon 972n-8692 I L. ` (563)244-0552 billb- ��1 r , :1 l 1 HPac�fic sr�6waRo=".. 1 P 3-82-"�Ofl 9 F2Z5� 36$0-OIlS ( / r -Thr r J ✓ _ _ ; //, CF-\") l t �{ E'1.5" -- A 5`i.r y�E" W I OREGON �. —a—a--s—="mss_• .—. .—...�.�-.��a_�. _ 1 % CrV ~ �� _- - -- - -- - pE INV-C' a ' J cio , I + �I moi- 1' Client: ... .I/, �I I �, ±- JLR I � / <+ I I ,4 II 4"F 41 IPortlando7232 1 I I Project 4 ! — New Building Tr • I - ...v. I LI a5�. I / �j SW Washington Square Rd. r Portland,Oregon 97223 I r = \' I I Sheet Title. a / `' H IRRIGATION --fi 1 _ " 4"SLV 1 _ "�.. �•�' PLAN u 1 SCALE DETAILS & v,,y, •` 1 20 D 10 20 Q. /.6..--... .. .....tiv.• w , 1 MICH=20 FT. NOTES 2 MATCHLINE.SEE SHEET 181.1 �y GENERAL KEY: HEAD KEY: PIPE SIZING-CLASS 200 PVC GENERAL NOTES: n HEAD COMPANY&CAT.NO. RADIUS G..P.M. P.S.I.n o — — — SCHEDULE 4D PVC SLEEVES-SIZE AS NOTED IN THE HYDRAULIC DESIGN AND PIPE SIZING. 1, SEE SHEETS IR7.2 AND IR1.3 FOR IRRIGATION DETAILS AND Revisions: n a DO NOT EXCEED THE FOLLOWING G.P,M OF GENERAL IRRIGATION NOTES. o F. T IRRIGATION MAINLINE-CLASS 200 PVC PIPE ❑ D O RAIN BIRD MPR 10 SERIES 10 39-.79-1.57 30 WATER USAGE PER SCHEDULED PIPE SIZE, o n CLASS 290 PVC IRRIGATION LATERALS INSTALL ON RAINBIRD 80.08-S-PEE BODIES FLOW PIPE SIZE 2. PROTECT EXISTING TREES AGAINST CONSTRUCTION 19, d0 RAIN BIRD MPR 12 SERIES 12 .65-1.3-2.6 30 1-1D GAL. 3/4" CLASS 200 PVC DISTURBANCE.HAND TRENCH IF NECESSARY WTHIN DRIP lill 2"DOUBLE CHECK VALVE.PER DETAIL 31181,2 INSTALL ON RAINBIRD RD-06-S-P30 BODIES 10-18 GAL. 1' CLASS 200 PVC LINES OF PROTECTED EXISTING TREES.SEE SPECIFICATIONS. o a 16-26 GAL. 1 1/4" CLASS 2D0 PVC 0 ❑ a RAIN BIRD MPR 15 SERIES 15 .93-1.85-3.7 30 26-34 GAL, 1 112" CLASS 200 PVC / RAIN BIRD 5-LRC-i.QUICK COUPLING VALVE.PER DETAIL 41181.2, O INSTALL ON RAINBIRD 80.06-S-P30 BODIES 34-55 GAL, 2" CLASS 200 PVC O, O V MANUAL DRAIN VALVE,PER DETAIL 5118,.2. • RAIN BIRD MPR 15 S.5.1 STRIP 1.2 30 Y.-- a INSTALL ON RAINSIRD RD-08-SPED BODIES I RAIN BIRD P.E.B.-PRS SERIES ELECTRIC VALVES A RAIN BIRD MPR 15 E-$.T STRIP 61 30 o7 4 p © RAIN BIRD ESP-SMTE SMART CONTROLLER-CONTROLLER AND WEATHER INSTALL ON RAINBIRD RD-09-5-P30 BODIES N SENSOR TO BE LOCATED PER OWNER'S DIRECTION, REQUIRED TO HAVE 110 g e • RAIN BIRD 506-PL-PC-SAM-R-SS SERIES ROTOR a POWER SUPPLY ON A DEDICATED CIRCUIT-EXTEND WEATHER SENSOR 5000-MPR-30 NOZZLES 30 1.4-2.90-5.78 45 0 WRING TO BUILDING AND MOUNT WEATHER SENSOR ON ROOF PER O aMIWREN XS.GXPIX..P.G.2017,ALL r/MANUFACTURER'S RECOMMENDATIONS. • RAIN BIRORWS-B-C-1404 ROOT WATERING BUBBLER 1.0 30 RICNn RESERAD El 0 TUBES.INSTALL TWO(2)TUBES PER TREE. o d >t WOW MF 1IIF'1�OfPrr p '1,,g_ CONTROL VALVE NUMBER- Mrlpp ram amp.P.C.4D/1C 1' GPM.AND VALVE SIZE. NOTE, USE HE-VAN SERIES NOZZLE WHERE REQUIRED TO Mor to s u® mu® ar Ioww MA M PROVIDE PRECISE COVERAGE FOR ALL PLANTING AREAS. MIR DEPT SIM H MGR MIMI IMMUMM v Mm®w Rio P.C. 0_ N P Date. 20 AUGUST 2018 —o" Drawn by: Checked by: F,v - SBS MDS o / Job Number. 116139 and w f Sheet OO IR1 .0 FOR CONSTRUCTION SET — AUGUST 2018 MATCHLINE-SEE SHEET IR1.0 hl.......r All- .///-. ♦ f',• iI� _ / M[LdRETf dE51ijN GROUP,P.C. 1 / AXCl rt'fBCr'L1¢0 �A�P7-4NN73+1C L— . �,� ` 760 S,W,Beveland,Su lte 120 Tigard,Oregon 97223 8692 / 19 1" r4,4",/ .' 33 1.5" • ` % 5031244 0552 41---- fes`'. 2U 1" / ♦......, \ \` / ' ��. ` y BSS SW 9amua.9.360 16 • . #1,4ft 1IeM�-�R 9FI25 , ; ! : ...*7-44,14,70 wit. - ., ,,.._ . , io ,. , 4**.s..**Alp 1 •••••44.4;" 1 **4** „ 1 4 . — ***•••••• d . t5T •- \ . . ♦.♦�, �1;,, �� \ / J ,,,' -'a r •4ti 317 `d #.41.0--.__4-..e, ,,.- alb 4 N ki....?41111 r. 1i��`'I / `�� r amu , E-i� �`;" �� 1 11 �/ '7111, \ REPAIR se ,4sP1s.� �� aREGaN 4 : -_._ 11 1 314' \. 9A C`$` \ 1 . A4 /.. llW4P# *it* -�ta� • d Client: � ,illitV 410...:♦ / I. r JLR / .it -..„„Ask,,,,./1,0 *it ,rito �1 314» 4 S6 ———'IX 2 74-11 1l • O , MAINLINE THIS LOCATION SHOWN Ab , 720 NE Grand Ave. c , . � j DIAGRAMMATICALLY. PLACE IN , Portland,Oregon 97232 Z. \ /� "� ♦ \. • „ LANDSCAPE BED ON LOT LINE i \ ` , UNLESS OTHERWISE DIRECTED. �71 . . C4--- rpt ; �L !a►�� " 7 / �4 �, jl l'I:�� *��f 411�` 1 v , ®i!�_4 ��r ♦ 1�1 s"..... New Building / , 4► © !{ ;1110 I oT L 34 1.5" � .11///# i� 44ii =l I, { 1 1 *it, 4r 11 1 o / ♦ / 4 1414 # E' 1 11 1 SW Washington Square Rd. 5 44. illi'��`` .... 14/11"` 41 ��I �' r 14 Portland,Oregon 97223 Q .� ♦� �� ►OI//�I. 11 2 314' I44/// .1 OIC./� / 1 1.6 e ( , � , sneer Tit le a . 44v- I, / � ► 314..t. . • T ,� 11tO • ti r9a9_ 2 _ „ IRRIGATION �, ,.25• ,. ..... , o r PLAN GENERAL KEY: ► ��. �� / . ! m • vfit_ _ SCHEDULE 40 PVC SLEEVES-SIZE AS NOTED ,` ,z'.,.../ 4141k...A. 4114, 16 • 1 kJ 40 n7-7 g 2"IRRIGATION MAINLINE•-CLASS 200 PVC PE �z `♦ �I4/ . �\. tr ‘1111111111117` 1 ,.........."------.0,,,,,,, �n �'� .o '� 44441,‘:114 ��►I 7 ' ► Revisions X. CLASS 200 PVC IRRIGATION LATERALS ti^ VV ��- Or ~ ▪c ~��.� `04 141.1 • 1�MAINLINE THIS LOCATION SHOWN 4 j Efel 1e� TECHLINE TLHCVXR-3-12 IN-LINE DRIP TUBING ZONE AND ASSOCIATED It�t C feet �11 r DIAGRAMMATICALLY. PLACE IN 4 0 ,k NETAFIM COMPONENTS. REFER TO DETAILS IRI 3. PROVIDE A COMPLETE - AND OPERABLE DRIP IRRIGATION SYSTEM- 17 /`�` ,�r ��f LANDSCAPE BED BEHIND .o HEAD KEY: +►��,`1' SIDEWALK UNLESS OTHERWISE ci o —I-(k, POINT OF CONNECTION AND BACKFLOW PREVENTION DEVICE,PER DETAIL HEAD COMPANY 8 CAT.NO. RADIUS G.P.M. P.S.I. �` ,��ffi DIRECTED. 1AR12 BACKFLOW PREVENTOR SIZE TO MATCH MAINLINE _ �e t'■ ,_ o Ca ca:. O RAIN BIRD MPR 10 SERIES 10 .39-.79-1.57 30 9, u'• 0 2"DOUBLE CHECK VALVE.PER DETAIL 3AR1.2 INSTALL ON RAINBIRD RD-08-S-P30 BODIES F itart. 4 �� ■ 6 CI RAIN BIRD MPR I2 SERIES 12 .85-1.3-2.5 30 t RAIN BIRD 5-LRC-1^QUICK COUPLING VALVE,PER DETAIL 4AR1.2. -- �! INSTALL ON RA{NBIRD R0.08-S-P30 BODIES ` ♦• . ,,p 0 1"MANUAL DRAIN VALVE,PER DETAIL 5/1R1.2. p p 0 RAIN BIRO MPR 15 SERIES 15 .93-1.85-3.7 30 ____ t�. m INSTALL ON RAINBIRD RD-08-S-P30 BODIES ■ I o RAIN BIRD P.E.B.-PRS SERIES ELECTRIC VALVES rr a ♦ RAIN BIRD MPR 15 S-S.T STRIP 12 30 al ■ O CL ■ y �'■ 4oL9Rtk JEYL"LROIIa,Rt..nr,.Ay 2- 13 NETAFIM CONTROL ZONE KITS', INSTALL ON RAINSIRD RD-O8-S-P30 BODIES Sit mcrl•,RESEFWED O a L LVCZ-150HP(1-5^HIGH FLOW,11-35 GEM) RAIN BIRD MPR 15 E-S-T STRIP 81 30 q 2" t'■ SC ALE IEEE nuMwOR NE POSPER r OF LVC210075-HFHP(1"HOGH FLOW,4.5-17,8 GPM( 20 0 10 20 a1OT 70 DEEM IMMMI',P.O..e m ac INSTALL ON RAINBERU R0.08-S-P30 BODIES 1 I Mor E s Oso at ,P.O..RO R wlr LVcze010o75-LF(1"LOW FLOW.0.25-4.4GPrq PIPE SIZING CLASS 2DD PVC GENERAL NOTES: �� ; +.Moe o�r.eMrKneaMwe*aM PERNISION a" 0 RAIN BIRD 506-PL-PC-SAM-R-SS SERIES ROTOR CI,I14OM91 REIM arr.94 RAIN BIRD FSP-SMTE SMART CONTROLLER.CONTROLLER AND WEATHER 5000-MPR-30 NOZZLES 30 1,4-2,95-5.78 45 IN THE HYDRAULIC DESIGN AND PIPE SIZING. 1. SEE SHEETS IRI 2 AND 1R1.3 FOR IRRIGATION DETAILS AND r ((FET) PI 0▪ © SENSOR TO BE LOCATED PER OWNER'S DIRECTION. REQUIRED TO HAVE 110 CO NOT EXCEED THE FOLLOWING G,P.M OF GENERAL IRRIGATION NOTES. 1 I INCH-20 FT, Date: 20 AUGUST 2018 o▪ m • RAIN BIRORWS-B-C-1404 ROOT WATERING BUBBLER 1 0 30 / POWER SUPPLV ON A DEDICATED CIRCUIT. EXTEND WEATHER SENSOR TUBES- INSTALL TWO(2}TUBES PER TREE. WATER USAGE PER SCHEDULED PIPE SIZE. Drawn by: Checked by: 'n c WRING TO BUILDING AND MOUNT WEATHER SENSOR ON ROOF PER FLOW PIPE SIZE 2. PROTECT EXISTING TREES AGAINST CONSTRUCTION MANUFACTURER'S RECOMMENDATION$. SBS MDS p NOTE:USE HE-VAN SERIES NOZZLE WHERE REQUIRED TO 1-10 GAL. 314" CLASS 200 PVC DISTURBANCE HAND TRENCH F NECESSARY WITHIN GRIP • o= CONTROL VALVE NUMBER, PROVIDE PRECISE COVERAGE FOR ALL PLANTING AREAS. LINES OF PROTECTED EXISTING TREES.SEE SPECIFICATIONS. o 10-18 GAL. 1" CLASS 200 PVC X CONTROL VALVE NUMBER. DRIP ZONE AREA DESIGNATION Job Number: 116139 . 18-28 GAL. 1 1M" CLASS 200 PVC 0o a 2 1' GPM,AND VALVE SIZE --DRIP MANIFOLD VALVE SIZE 28-34 GAL. 1 1/2 CLASS 200 PVC 3. REPAIR EXISTING IRRIGATION SYSTEMS TO Sheet W 2 GPM 34-55 GAL 2" CLASS 200 PVC PRE-CONSTRUCTION CONDITIONS.SEE SPEC'S. IR1.1 FOR CONSTRUCTION SET - AUGUST 2018 GENERAL IRRIGATION NOTES BACKFLOW PREVENTION SPECIFIED FIBERGLASS DESIGN �21/tr.u . . ASSEMBLY BOX.INSTALL GREEN MnD nREN GROUP,P.C. 1. AT THE END OF THE WATERING SEASON TURN OFF THE WATER AT THE P.O.C.AND WINTERIZE VALVE BOX LIDS. ISOLATION VALVE FINISH GRADE SPECIFIED FIBERGLASS AIIQHIITBCI'UNH + BPACE PLASeWQii THE MAINLINE BY CONNECTING A COMPRESSOR TO THE Q.C.V.AND SLOWLY INTRODUCING GATE VALVE(LINE SIZE)— BOX.INSTALL GREEN FINISH GRADE 7650 S.W.l3eveland,Suite 120 LOW PRESSURE AIR INTO THE MAINLINE TO EXPEL WATER AS REQUIRED TO AVOID FREEZING - EACH SIDE AND DAMAGE. - 1'MIWl1At DRAIN VALVE i VALVE BOX LIDS. �� Tigard,Oregon 97223-8692 2. THE IRRIGATION SYSTEM IS SHOWN DIAGRAMMATICALLY FOR CLARITY-LOCATE ALL LATERAL IMI 1"MANUAL DRAIN VALVE -f l N li f503)244-0552 PIPING AND OTHER NEW IRRIGATION EQUIPMENT IMhIIN PLANTING AREAS UNLESS NOTED OR 1"QUICK COUPLING VALVE • WATERPROOF I DIRECTED OTHERWISE. 1111 -if- 'MIN TYP. CONCRETE VAULT V.^ i MAINLINE TO ZONES �! I�� !- ''AIN BIRDPEE-PRS I . 'j. 13i I i,i;i ' 7 1.111! 11 I ��' " ELECTRIC CONTROL VALVE ♦ VAULT EXTENSIONIN � CC 3. EXISTING UTILITIES AND FIELD CONDITIONS.PRIOR TO EXCAVATION-LOCATE ALL CABLES, DOUBLE CHECK VALVE I L IIuri CONDUITS.AND UNDERGROUND UTILITIES.CONTRACTOR WILL BE RESPONSIBLE FORBACKFLOW PREVENTORKB!BTUPVCBALLVALVE- OIIT GALVANIZED UNION,TYPLOCATING AND MARKING UTILITIES. CONTRACTOR WILL TAKE PROPER PRECAUTIONS NOT TD CONCRETE VAULT '!�'�I SAME SIZE AS PIPE ' (I'��1 DAMAGE OR DISTURB SUCH UNDERGROUND IMPROVEMENTS-NOTIFY OWNER IMMEDIATELY IFEl p, �L"n' SUPPORT BLOCKS PER ware-ore urns SCHEDULE 80 NIPPLE IIIIII� - T•� CODE,TYP. 51:0-626.85 f ad 50.382.6,75 A CONFLICT BETWEEN SUCH OBSTACLES AND THE PROPOSED WORK IS DISCOVERED. 1.•y=w;!:! W=�:Nf:C-=�%!r """"""""""" PROCEED IN SAME MANNER IF ROCK LAYERS OR ANY OTHER CONDITIONS ENCOUNTERED CONNECT TO WATER MIN.1 CU.FT.WASHED WATER SERVICE 15-41-4=u—=irrd-•- CONCRETE BLOCK.TYP, SERVICE MAIN ii P.V.G.MANLINE\ GRAVEL SUMP FLOW =' UNDERGROUND MAKE CHANGES ADVISABLE. P �` P.V.0-SLIP UNION CONCRETE THRUST BLOCK MIN.2 CU.FT.WASHED 4. ALL PIPING AND WRING UNDER PAVEMENT AND THROUGH WALLS TO BE SLEEVED. 14 GA.CONTROL WIRE GRAVEL SUMP IRRIGATION SUPPLY FROM SERVICE MAIN 5. BORE AND PLACE NEW SLEEVES UNDER EXISTING PAVEMENT- 6. DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT DOUBLE CHECK VALVE IS OBVIOUS IN THE FIELD OBSTRUCTIONS,GRADE DIFFERENCES OR DIFFERENCES IN THE POINT OF CONNECTION SCHEMATIC \ CONTROL BOX AND VALVE DETAIL 7-2—N1 BACKFLOW PREVENTION DETAIL 73\ S,G1 S TEA. AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED DURING DESIGN. BRING SCALE: N.T.S. p.1 r1 SCALE: N.T.S. \ SCALE: N.T.S. 11:\,112) pV 317 'd SUCH OBSTRUCTIONS OR DIFFERENCES TO THE ATTENTION OF THE LANDSCAPE ARCHITECT IRI•L IR�•2 IF\�•L I/'} IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED,CONTRACTOR WILL ASSUME FULL •`tNTf RESPONSIBILITY FOR ANY REVISIONS NECESSARY. MIGWEL O. 414104 7. FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT � OREGON Ctr4 OVERSPRAY ONTO WALKS.ROADWAYS.AND/OR BUILDINGS INCLUDING SELECTING THE BEST 8• FINISH GRADE [1� ��1 DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS AND TO THROTTLE THE FLOW 'I 1 f CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH ZONE \ IJ pj'' DLR B ALL SPRINKLER HEADS TO BE SET PERPENDICULAR TO THE FINISH GRADE OF THE AREA TO BE - a r IRRIGATED. Client: 9. INSTALL VALVE BOXES PERPENDICULAR TO WALLS.WALKS.AND CURBS. PLACE TWO(21 AMETEK 6"ROUN❑ J LR VALVES IN THE SAME VALVE BOX WHEN POSSIBLE. AMETEK 10"ROUND VALVE VALVE BOX.SET TOP FLUSH TO FINISH GRADE- BOX.INSTALL GREEN 10, KEEP AN UP-TO-DATE COMPLETE IRRIGATION'AS BUILT'SET OF PRINTS ON SITE. UPDATE VALVE BOX LIDS. B'PERFORATED DRAIN FINISH GRADE DAILY AND SHOW EVERY CHANGE FROM ORIGINAL DESIGN FINISH GRADE PIPE SLEEVE,CUT TO LENGTH AS REQUIRED- - I I 11, REVIEW IRRIGATION SPECIFICATIONS FOR PRESSURE TEST REQUIREMENTS- •• illy''I�i�;•.�t ;1. y+.0.Ii;iii�li A • CHAMPION MODEL 290-3/4" ..11, POP-UP SPRINKLER BODY 12. REVIEW IRRIGATION SPECIFICATIONS PRIOR TO BEGINNING WORK. REFER TO TECHNICAL '�� I� MANUAL DRAIN VALVE. WITH NOZZLE AS SPECIFIED • • SPECIFICATIONS AND CONSTRUCTION DETAILS FOR INSTALLATION PROCEDURES- QUICK COUPLING VALVE• 112"BARBED ELL FITTING 720 NE Grand Ave. MAINLINE-INSTALL M.O.V. WITH MARLEX ST.ELL 24'N4 REBAR STAKE WITH ■■■ AT LOW POINTS OF Portland,Oregon 97232 TWO(2)SS.HOSE CLAMPS• SYSTEM, 1/2"POLY FLEX PIPE-113" 1�Ilia P-V.C.NIPPLE ri. M{N 24'MAX V P.V.C.STREET ELL ANO ELBOW 52'BARBED ELL FITTING Pr0)eCt: Nor b _NIP - I�� New Building J j P.V.C.STREET ELL1" h �r F MAINLINE P-V.C.NIPPLE 3. 0 - • ..., .._...;: a P V.C.LATERAL LINE AS NOTED q MIN,1 CU.FT.WASHED .,1 GRAVEL SUMP TuZ n QUICK COUPLING VALVE DETAIL 4 1 MANUAL DRAIN VALVE DETAIL 5 POLY FLEX RISER DETAIL v l SW Washington Square Rd. it SCALE: N.T.S. IR12 SCALE: N.T.S. IR12 SCALE N.T.S. IR1.2 Portland,Oregon 97223 a i Sheet Title: �\ IRRIGATION .)6----1 NOTES & a— DETAILS 0 c O7 FINISH GRADE/TOP OF MULCH 0 .. 0 O BUBBLER ROOT WATERING SYSTEM.RAIN BIRD RWS-B"C-1404 72 o O3 SWING ASSEMBLY(INCLUDED) m 0 \ O 1r2'MALE NPT INLET(INCLUDED) C Ci.s 9 O5 PVC SCH 40 TEE OR EL Revisions. a o OB PVC OR POLYETHYLENE LATERAL PIPE • rn 4/��/��4/`�ra.V44,,,1 `� -�' illy / • O7 4-SPACE WIDE X 38"LONG RIGID BASKET WEAVE CANISTER(INCLUDED) c -OT j, 0 O TREE ROOT BALL • o o .1.- x g^ 0 0 d 8 O ....IS RW1I CROUP. P.C.9617,All 2 i-u • a TX Er NOTES: _ e OCSON MOW.P.C.-AND- M2'W t LOW OI IQPlllmll!®N MN 0 1. POSITION 2 UNITS EVENLY SPACED AROUND NEW AND PROTECTED EXISTING TREES. PLACE , ler TO �t rrT 1K PPI_IIRTIEN MN MIME.P WORM RE1PN O.OI,P.C. aNEAR ROOT BALL.FOR NEW TREES. PLACE NEAR ORIPLINE FOR PROTECTED TREES. ATTENTION: o N OREGON LAW REQUIRES 701.1 TO FOLLOW ROLES AOOPIEO Date. 20 AUGUST 2018 , 2. INSTALL WITH TOP EVEN LITH FINISH GROUND SURFACE. 0lilli 0 0 3. INSTALL RAIN BIRD RWS-B-C-1404':(1.0 GPM)TUBES 1 O' EY TNF.OREGON UTILITY NOTIFICATION CENTER. THOOT RULES ARL SET FORTH IN OAR 952-001-0010 THROUGH Drawn by: Checked by: , o u 4. ONCE RWS HAS BEEN INSTALLED FILL THE BASKET WITH PEA GRAVEL(1/8"MIN.-114"MAX-) B OJ OAR 957-001-9090, YOU MAY OR TAIN COPIES OF THE N'LI EFORE V RULES BY CALLING THE CENTER. SBS MDS �T- N� BEFORE LOCKING LID, POTE'NTiAL UNDERGROUND (NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY FACILITY OWNERS NOTIFICA'10N CENTER 15 1-800-332-2344 or B11). Job Number: 116139 TREE BUBBLER DETAIL-ROOT WATERING SYSTEM(RWS) 7 -ONE Com' sheet �i 5 UTILITY NOnFICATION CENTER SCALE: N.T.S. IR1,2 1-800-332-2344 o o. IR1.2 FOR CONSTRUCTION SET - AUGUST 2018 TECHLINE HIGH FLOW 1 INCH FINISH GRADE it (4.5-17.8 GPM)LOW VOLUME CONTROL ZONE KIT,DISC 'illL"o'm""' "'-'-• FINISH GRADE FILTER.AND 57 PSI TECHLINE COMBINATION PRESSURE REGULATOR- TEE MODEL TL475F7EE I MILDREN DESIGN GWJLEP,P.C. (DRIP ZONES) 8'MIN • ARCHITECTURE( • 1@ALN PLAIWING FINISH GRADEs. r 1" 7ECHLINE TLHCVXR-3-18 + } I I IN-LINE DRIP TUBING 7650 S.W.Beveland,Suite 1217 ~ I aNIIN� Tigard,Oregon 97223-8692 LINE FLUSHING M IN I (5031 244-0552 0VALVE MTLSOV P.V.0 SUPPLY MANIFOLD Y P.V C,BALL VALVE I !9 314'MIN.TRIPLE SWINGS ',+� 12' AMETEK 10"ROUND + J VALVE BOX�� 1 - JOINT REO RED ` MIN.1 CU.FT.WASHED ��{mli e�.�I1��'•= d "T-� � THREE(3)BRICK TECHLINE CV GRAVEL SUMP _ 1■ui■1■�{(A,+ SUPPORTS a.r. 17MM TUBING .ii �,e�if �R'�-�a� BRICK SUPPORTS AT . 7 EACH CORNER,TYP. P.V,C.TEE(SxSxa)OR 00'(5 Jif MIN.1 CU.FT.WASHED • { I -1 P.V.C.MANURE GRAVEL SUMP �--I `� " V P.V.C.OR POLY PIPING G];(j ;T-t i' NOTES. 1 EACH'START CONNECTION IS CAPABLE OF MAX 10 GPM AND'OR 11300 L F.OF TLHCVXR-3-18 TUBING. MANUAL FLUSH VALVE DRIP VALVE 'START CONNECTION' PLUMBED TO TUBING 1 MANIFOLD ASSEMBLY DETAIL 2 (SWING JOINT RISER)DETAIL 3 4 IGt 5 TE,,y 317 SCALE: N.T.S. IR1.3 SCALE: N.T.S. IR1 3 SCALE: NTS. IR1.3 • h��' �- MICHAEL D. 4/4194 OS OREGON ti cCis 4SDE PAk Clent: JLR • MANUAL FLUSH VALVE,SEE —THEORETICAL TECHLINE'START CONNECTION'.- - DETAIL TIIR1.3 AREA PERIMETER SEE DETAIL 3/IR1.3 -- — — 1 \ l )f \ 720 NE Grand Ave. /®(( \ Portland,Oregon 97232 Q/ )) .2 ° / 111 Project: I(( 4 `" New Building I )) I L + R, 1 J ''S. ii1- `18"ROW SPACING,TYP. —IITECHLINE TLHCVXR-3-18(18`EMITTER SPACING)IN-LINE DRIP TUBING ZONES AND P ASSOCIATED NETAFIM COMPONENTS. R. PERIMETER LATERALS Y TO 4" REFER TO DETAILS. PROVIDE A COMPLETE O FROM EDGE AND OPERABLE DRIP IRRIGATION SYSTEM- SW Washington Square Rd. ce Portland,Oregon 97223 7 NETAFIM DRIP CONTROL ZONE KIT WITH 3 DISC FILTER.AND 57 PSI PRESSURE Sheet Title ^o REGULATOR-(DRIP ZONES) a a a 311'MIN.P.V.C./POLY TURING TO IRRIGATION u/ CONNECTION.SIZE BASED UPON -6 r OVERALL SYSTEM DEMAND o DETAILS .0. NOTES: 0 0 1. CENTER FEED LITE LAYOUTS ALLOW 2X MAX TUBING LENGTH OF STANDARD LAYOUTS. a o 2. CHECK VALVE HOLDS BACK 135'OF WATER BELOW ARE MAX LINE DISTANCE FOR CENTER o FEED LIE LAYOUT AT 57 PSI INLET,REFER TO FULL CHART FOR ALTERNATE PRESSURES: L c .33ala-O.C,=752' VI o o DRIP TUBING STANDARD LAYOUT 1Q ° SCALE: N.T.S. IR1.3 Revisions: a m C, 0 a 3 o o a F.'2 H r O3 a K �w m o rn ii 0 OO 0. MST DESICM GkOUP.P.G.2017.■i. y/ 1251115 NESwwID GL 1 U CF NOT 10 E MEI I�IIWNQO M ANY < ,MIO MIC O N1�Ob�MINN WO"M,PNOOFTrt a. 5 PEINISSON OF MERIN ORM VOW.PC a. m a , u, OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED (late: 20 AUGUST 2018 4 f . O BY THE OREGON UTILITY NOTIFICATION CENTER.THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH Drawn by: Checked by: `� OAR 952-001-0090, YOU MAY OBTAIN CORES OF THE • N v eFFORE i0 RULES BY CALLING THE CENTER. SBS MDS t o 3 POTENTIAL UNDERGROUND (NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY m a/' FACILITY ONNERS NOTIFICATION CENTER 5 I-500-332-2344 or 811). Job Number: 116139 'ONE CALL' Sheet I:i I intim'NOTIFICATION CENTER o a I-800-332-2344 IR1 .3 FOR CONSTRUCTION SET - AUGUST 2018 Keynotes ma hlL......------ 1. B OCCUPANCY Moiw.DEsIc GROUP,P.C. � �■■ PLANNING T T T ® T T T 4. 51 OCCUPANCYY 7650 S.W.re on 97,Suite 2 4. Li T • •A . Tigard,Oregon 97223-8G92 A R E W Uf -I Voice:503-244-0552 I I I I I I /1T 6 FIRE EX TfNGUiSHER CABINET - SEE DETAIL 73/A 5.5.2 lax 503244-0417 R1-7-257.9 I I o 1 I T1111:•.111Iu ro © t — — v 1 I it 0 1 o \ 1 I I _ o p wpLT F 3056 A. y • i v 9 'L'I j I I OF c rl p Rai a 1—.:i%:„,, lnI: L I 44A r * tor Imo, p„,,.. ..-.:,::- .i r. I 1 i i 411.11,'''`'' — 0 C: 1 U ,, _ 'FIA257,o w =- Illkill 1► /' MATCH LIME A2.1.3 I ,�11 1 A2 t.3 Owner. 1.'1"1" A2.1.2 p - - - - ; — U A2.7.2 JLR I 9 _ �114+IA►/,y�' ilk9 w ■■ �, 9 _ r O VP I I I •I 720 NE Grand Ave. 9 9 C 0 Portland,Oregon 97201 -r 9 I '..44'I 1 I I CO --,- - , - - .� Si — it c, tiII / M Project, ,Ir., O - — - ii U ` N New Building v to, X 1111 //64,04 o , , { Ott � . ►� �'I .�'-., iii 44 _ it 1.1":114,/,/,A, s / 10125 SW Washington Sq Rd. 1t 7 Portland,Oregon _ 1 1. •� P m t __ r� i i `` 11IP"4a T li:• '�,l ii i. : Sheet Title: ., ex ,.111. plillii4. l` lird 101041111117° '—=."—' '14.4- .A AltrAh„A iikyti I ,, t tY(4*- Overall First 011011110/ ...tell% �.' Floor Plan 1 , 19741-A04 V • . 14411t/ei ‘i'441 fit .9 . . //Ai %vs-, , ic.!)/4.. . , ---14 '1/.4,1111001,4%* „11,1 1 ® w , RFI-257-0 f Ak As �o ,.iita��1I� li t +4. 0,. 1 lii )1 tv/t �,„ , 'iility41 1 k ,,, I. u6wmia x nMay m19 1 Mau 2019 4 Ill Am Me 'MR Ccnrre. On Setnatel U•-( // '/r` ` ta CWS mvn� Mar m,.m. © ry .� At.../:37:-• ��o,' it 1 r. 16 J.y 3116 R. 19Av.➢G19 COOT C and Fara...an Se 9. 24 Augo.MI 10 II 14e,mar Mt 4 0 ® Il. 126lrm2019 12 OnGana Central Renure Cereal Ram 1r /4 / ci A , 4 1..... it 1 t 0 fa I d kt o -.+4%. o 1..w, / Y ESE Oi�WI NE I1C PRC*C Tv 6. 1 OT¶ BEV ouP,Pc,uo AMT TO 9E VSET TOE PRIOR Ti un rRNA.EXCEPT Y[M I D HO MITTEN PERMISSION 6F IIRG9]I■61611 GROUP.P.C. R Date Drawn by: Checked by: t DJNDCB/CLT WEM �� Overall First Floor Plan Job Number: 116139 W Dlimill 70 20 Sheet For Construction Set - August 2018 A2.1.0 Keynotes Or • 1. ACM METAL PANEL, ACM -1 "h1Loom•••••••-•..... 2- ACM METAL PANEL, AT RETURN GLAZING, ACM-2 3. ACM METAL PANEL, ACM-2 4. FRAMELESS GLAZING MILDREN DESIGN GROUP,P.C. 5. COVERED OUTDOOR STORAGE AREA 6. STOREFRONT DOOR ARCHITECTURE • SPACE PLANNING 7. HOLLOW METAL DOOR 7650 5-W.Beveland,Suite 120 8. SECONDARY ROOF DRAIN WITH OVERFLOW NOZZLE Tigard,Oregon 97223-8692 9- OVERHEAD DOOR WITH GLASS PANELS Voice 503-244-0552 10. LADDER TO ROOF HATCH ABOVE, /9/A5.7.1 Fax:503-244-0417 A11. FRAMELESS GLASS WALL • 12. DC FAST CHARGE EV CHARGE STATION e•N - RFI-71.1 13. CONDUIT FOR FUTURE LEVEL 2 AC CHARGE EV STATION (V Lfa 14. LEVEL 2 AC EY 111x17:-...1 �7i.N3N- •T a 15- INTERIOR ROOF DRAIN 16. ACM CANOPY, ABOVE - ACM-1 _� T �� rIJ O A ,7. TENSION FRAME GRAPHIC - PROVIDE APPROXIMATELY 990 T T T G709-007 SF OF 2" THICK PIN TA ACOUSTIC WILLTECK PANELS BEHIND TENSION FRAME GRAPHIC, COORDINATE WITH GRAPHICS VENDOR FOR LOCATION AND LOCATION OF POWER 18. STAIR WITH CONCRETE TREADS AND GLASS GUARDRAILS y - I I I I I I 19. STAINLESS STEEL HANDRAIL E I E I r I I I (V I 20.STAINLESS STEEL BOLLARDS • RFI- 39 0 58'-5b" I' 3� 48, 9j,. Ba" 1.3.-23" -s--4-8i- " 46,_93" ... ,'-33" 42'-1}" 2'-3" 1.-3i- l2'-o.--r\ 5'-I 36' 0 5.-0. 8" 36'- ! T-8 j Y _ © i" I3' 1" i s �" k" s' to' a I z' a' #' I z' D" / / nJ, osl4;.•\ J ' , m - magi1 _ Evan. " I 4 Q I M.x ir�� Aa,3 U ♦S '^?'� 11 7 qua. Ilar ©e !. 3' } a-Od" Ms 4'-Dj" ® a3 5} O ! 11 Ii I Q , * I N rte, 3056 [�? j I o ru■ rs�r ® I rxa 1 s roti �,� �� a polw L . Th 'Z''") I i i I9 � I I I 011 L l6 �_ . 1!. �' 3 i,:" 7'-70 ,' 0 ,_,0 5'-113" I lVE$,jj�ULE"l_ ,_I _113- 1 7. 103" [ 7-03 L 7'-0;• 1 5 113 - it --. -__ 1•-101.,. u / - L t I O " 4'OF CAS 11 3' 73' 3'-z" 3'-z" 2 23" 3•_3#" o ri -t.- 10'-O" .1 .1- 10' 0" f~_.-�10'-o I T^ -- 12Qj.:. 1 ` 124.023 s,F� _ 7w '�'�� ' ,'`,'2�� ® h•i y • B: sA3.4.1 •ai 1J 4 O •! ri5r r5; �'i- 1 PSA ,A! .- I -,�'1.Z,, / tB '.. .;_ ,,,H71 .. ,v� - irri• ' ICLE I , A RFI-77 0 ® . rf'7, l9 r I� i 1 _ r RECEF'rttlN .l"1-71.1 ■ O -is ®r I- Il� mil ^ M2IDEark - E 3 32r.fi3 S-F. -i'i'- VEHICLE I _ �. 100 33.22 286.9 S.F. �f04LfY • Se '®VER rAf•1(1QvER i .:.o `� _ :EX/TS 1 /100 = 2.89 I I _ o �G - I 112.8 S.F. 2, p 1 531 21 S,F. 53,.21 S.F. 1 1 /I00 = 1. ry�+, � 3390.51 S.F. _ _ A - _ '�'I I /,00 = 3J. /t 00 5.31 /700 = 5.3J_`,yj' n .V E • 8:EX1T5 r 3'-O3 Et:Exits 1 0 8:ExirS r _ r 4 I 45.-23. •1 19'-8#" 18'-102" • \ j � ,�• I _ I I - - - - _ 20 /WO = 1 , ® 4 I r I . 7:IX 0 ." --C) 0 B:EXITS 1 # 1 !!!- (A3.4,} h G709-00, '�° .?, 'I o, ---C) - - EWA I ^lJ - 21 FRSLIZATIPVt 1• Ar Z-9 CLR Tit J [ a .;` :'sd _ Owner: 169.41 Sr © 1 117A p n t.2' • /100= ].I i f _ ,,M-y B:EXITS I a ® 369.46 1'.F. �I I� irL EPA B:EXITS 1 - �`•.er - 8 NW /10D=1 .69 • � = ��""" 1 T• AA2.1 JLR 4 © © 6:EXITS I I 1© 7 II 1,: v`° I I ink iml E ® �Ank1 0NV DRIVE-IN SERVAL I j 311,71[..:1, ' 13" A. r:.P OFF ,20-08 S.F --5 1 PP!.. W I /100 1. 1 b � J L 27 • 4 I 8:EXIT 1 .� gill, _ D +11.1, El- - d DO ii zi2f4 - -- -I - _ - �•"srl i - - 22 720 NE Grand Ave. �I B:EXITS I ting' ` •I a''� I Por,land,Oregon 97201 CO I 11® 1 270.55 S.F. I 1 11 ,o,,,t I a > E- -� B�A�0 I _. • RGE 1 ® 0 1 a m I (��ppMM CUSTOMER OPEN ® ,3 ® o .T RF!-IDS Project: j .ei 100=S.F. SAIES DESKS ® 3 = 1 A New Building i3i.47 .F. rf12 2 � � � " © - B:Ext TS 1 i IID I r 199,71 S.F. 1 9 S 3 _ 0 1 RFI-71-1 v - y- yyi.vv ..r. j,J = �1b6 �2© _ - 23 •-T^ /100 - 9.92 1 B:E%ITS 1 I 8:EXITS 1 ` + • $ B� - E 3 B:EXITS 7 1 I r - g 1� 4 4, b IIlai I -1.-i g1 3ko `�,i% � 716.44 S.F. . r IS 1 i-+! ' '' B.EXITS 1 C - - - RANGED EXEMPT l""��' l -- - •,� .' , , - - - 24 100= Lay .ice I'- --- - - GOD 14.72 S. r . T "'' 1 1 10125 5W Washington Sq Rd. V E 5 • 3 I I 09 ® `�,�, ® ® ® Q 1 '= 1 1 Portland Oregon IIIII 54 S.F. 1�: - ` iS S.F. 54.08 S.F. 1 0 k:, , 6-5- /100= 0,5 :- 5.� i __ \ 31 /100 = 0.54 .,.... EXEMPT MIRE. d 1' _ = o 776-45 SF 3 �� - •� 11 EMS t TOF I B:Ext TS 1 -ri , M� F I2._.. F: ,a' /100 - t. 3 M '''.11417. �L� w 2i-7j" _ ',,, ��; 3 f� • A I E _ L O. ,.u,I. rnQ 4� m ADMIN ,1 ST- FACING 1 F -- ~~� ■' a ----lei .8' g \Vl C T. FACING EXEMPT I GUST. FA„ `t4 F - 1 _ n =a OFF/CF ��Ill - Mai : Gird i KM 1178 1 MEM Ls _ 1 3 Sheet Title 116.45 S.F - O� 105.48 sr. r ,- -_7:21-. 13 ---�>rI /tO0= 1.: 3 - �� 130.33 S.F. 105.53 S.F. L rrr- _ _ 1a1� /100 = LOS 114.81 S.F. 114.87 S.F. V J.r I'�,}�j -- �•, ,�'' B:ExI75 1 3 100,.:-t5 100 = 7.15 B:EXITS 7 / /IDD_ L3 / /100 = 1.06 I i -' �` �� r� - '�t B EXIis t B:ExIrS , _ � _ 25 First Floor I �' / _, __ - I STAIR_-J �STAtR-, 9 = 1 I Plan - South odo 2. r I -ti- MP I V N , t _ II VEHICLECP �� (SPLAY I • ' 10-0- IO-0• 10-0" 1 _ 12-103 VEHICLESICLY .7-U a.'. RR 1114 I L glib 1 3,_,j, 3, 2. 13'_2- 1 j- 1113 1 I 120 IR-y _ ] - I 0 1460-04 S.F. 3'-.1 1450.92 S.F. 277.97 S.F. -42 F. -I /100 = 14.6 +'g' 12.-2i" r ExEMP - B:EXITS r O l r t +• -- --r----T I Bevis- /100= 14.60 EXEMI,T o B:EXITS 1 a m � CS' _ A 1 •� .T I 0 • ® = G709-007 I 1. 1.I Mod all.. 2. 15 May:c le b ��y; _I a 3TVNp('maenn s Nr�'lect Respsee Jun mie ry • I '//rbt:' Iliry r;1 N �: T'FNCamrnb C1995.111amW S 9Ju62016 3 I2Juiy 101E 1ink C9130:r mb OOPTO=mmb N A C709-001 77 �.' I O ® f ' r 1TCarrnmi a l6 Avol X18 I �, 6 �` ORlI'Cam,mb Fa CaWrxtm?R IL '7+. T' ' ', :n4 2 21 Alp.p16 lam../II...I. le i,' '-Itj"I r-163" � r-ID¢- I 7'-103" I 51-1 j" Fier, 4 5•-n�' 1 r-1;,}. I 7•-'0}" o 7'-10i" s Irj ' a.,n�=�`rEl.,e•... 6..,e, i •r -I - I t t -I - .% - .I I .I 1 • f 1I. 13)4.32113 11 Cn CmQ 1 I i''''.1.111,1-1 L E tiI G.,.I R. .. I �� 1 dr " - . u .0nr y>• ■aar1 -22E ��- ' .rya .,Ni:.��{ I I N� I 35'S1 36' 0#.. 4'-Oj" 13,_1„ 4-Oj , 3fi'{Gi" �i A , 0 AIM NORTH . , 't�}, I` ma ;1 RFI-239.0 IMP 58-4# W 1-33 5-83"/ V 93" 13-23" .`'t=\5-8} 48'-93" A.J 5'-1}"I .tii, 42,_�3.. .0 - PAVILLION A 15'--23" 32,-3j„ J 9.-7." 23._1.. 23._9.. 14'_6 a2.-1 �" 23' 9" 23' 1" }. I I ! i 1' N91]RENGII® (LL P,P.C.,2019. L N OIIS 6 3 Q 209'-1 j" CENTER tNE5E o6AeI3os ANE n1E weroE9h'or i s -,/ UM1NEN 1ESICEI 11110 P- MEI.NE NOT t0 EE 03E9 CA REPRODUCED IN ANY NERMIS H OF EXCEP1 AITe THE DESIGN MITTEN rl' S J K L N N 0 P 0 R PErtM1ss[eN of wiorsEN oEsla welw,P,c. O O - /. Date 12 March 2019 /- ///� Drawn by: Checked by: DJA/DCB/CLT WEM (4, • First Floor Plan - South SOUTH Jon Number un13s Key Plan � Sheet G For Construction Set - August 2018 A2.1.1 Keynotes Q- Q Q Cr) Q Q Q Q i. ACM METAL PANEL, ACM -1 2. HORIZONTAL TRAPEZOIDAL METAL PANEL CLADDING PAINTED 2111A , I I 154.-10r I c . I L PRISMA JLR CHAMPAGNE METALLIC - • I x 3. ACM METAL PANEL, ACM-2 MII.DREN DESIGN GROUP,P.C. 2a'-a�" 30'-0" 23'-7i" r - - - 24'--a;' 30'-0' 7J 22'-672• 1 4. ANODIZED ALUMINUM STOREFRONT RELITE WITH TEMPERED ARCHYOM1UPa • SPACE NANNING 1-a I,c9W SSOR I / I , GLAZING ` I7650 S.W.Beveland,Suite 120 7 i O Oiry 5. WALL MOUNTED LIGHT FIXTURES, SEE ELEVATIONS MATCH L E �� 6. STOREFRONT DOOR7_ HOLLOW L DOOR Tigard,Oregon 97223-8692 = l "' i '� � I i 4. /-/----__ A2.7.3 8. WORN BENCH AAND TOOL BOX Voice: 503-244-0417 2 O - I' I i - - I- 'f �7_ - - -€ - I - - - .' A1 / A2.1,2 9. OVERHEAD DOOR ylFN 5 RR ID. HIGH SPEED OVERHEAD DOOR /. ® ` '�( 11t4o I �� • / 11. STOREFRONT GLAZING �\ �I�I. - , 1 I2. HOIST 17 I'II '/351,42 S.F. 13. SLOPING SLAB Oj ® I O O 3 1 J I I1�1110' ,� / / A 14. TRENCH GRAIN WITH ADA GRATE I` I I it - 7 1• �0- I / I I 15- STEEL BOLLARDS. SEE DETAIL 18/A1.8 �y� / 16- INTERIOR ROOF DRAIN r 4'-71" 7 \• �! -� .�r, I %di LUNCH ft 17. SECONDARY ROOF DRAIN WITH OVERFLOW NOZZLE - SEE `v 3'-3j1" iv-or le -74_ r� ® �' I I - - ® I I f0.}I i DETAIL 74/A5.3.2 n m ^'t - -I! FEC I / 18. SECONDARY ROOF DRAIN WITH ALARM .� ,.�. 6 Li 504,2 S.F. I / 19.20.DOWNSPOUT GOSLAB WITH TILE - SEE FINISH PLAN gym -- • is O• I ® /1E -,33.62:/ 33.62 22.WALLM MOUNTED BIKE RACK (13 TOTAL) B:ExfY� ] / _ I I 21. PLUMBING FOR WASHING MACHINE • 23.DIMENSION TO INTERSECTION OF GRID LINE 15 AND GRID 25 _ �.1 o 29 I / $ � / I /�A 24.RAMP DOWN �,gy pp�A IZ1b11.11 ' 1 ", �,�y © F _ _ - - - - f - 4, 25.DC FAST CHARGE EV CHARGING STATION (SINGLE) V O - --- : 0 Olt - -- - a - ^� / rr 26.LEVEL 2 AC EV CHARGING STATION (DOUBLE - RELOCATED f' 7t \ '� I I I FROM EXISTING JLR FACILITY) C~ '� o bk... d 1 _- . �� /ISI` . © `�• / e\ A 27. TENSION FRAMED GRAPHIC at LT E 056 a IS, 1 I O I O111 ROOM TNG / � izs� 1 O 142 /!!! LASH I - ' I1 5 I . 'ISI' '� 72a.as sF. I OF Q 79 \• i 7/SLAB = \ I /15x48. / ry 229.01 S.P. 2 , ` 190.4' "j'}� Br EXJ T5 I ire 5 ALL Q y S1:'E�ITS 1 $'� J 0 ----ti 0 A // w _+, I.'k.-j ,- p ® um 0709-001 % I r i ® OO A ©'?._ T/SLAB = / T I : �_ 0 0 T/SLAB - I `.' I li ® _ / 190,5" 'O .� } _:s l�I ' ----r"--,-€ u - . . -may SLAB = '` 1 I I I F T/SLAB = , T/SLAB = T/sLAe = !Sw' �� 191.0' °s*pyz�1 mom r _ v `" 190.5' }90.35 190.5' I�� AT' / YD_ �'O RFh254.O /' ®�, " I .®,7„, ' /i. \gP� 3 I E ) / P C , ii ®/;� �_ 131 4 T A // / n _ lJ T/SLAB a 2080084 S.F. 14 I 9 ' 0 / © 58• a ry /11 27 /a 190.3' /300 = 69.34 I T/SLAB = A5.2.1' 'S" / / n • r, 1._ I_ • st:ExtrS 2 194.5' .►.>;0• 4,...4,3:„....,-..., © ,�' ti Owner. A O I 9s` P '' ..-:,1. a.- + 1 T/LASLAs g - © 4b I�� / / �l Lll• -• I1 190.5 _ _ 4 /w�� O`O" �i / '\ % ( I . T/SLAB - ^ -meq I 71 ��1 - /� ® h 191.0' /R' r/� A�� G'Ty / 1" ^ / •• v I 13 ADMIN SALES I� '32 ,.,.,•;, : 10 � /D• ��/If\-186.0 / '` 7--' I ` „„„3_,,t,ie_ ' \� �UPPQRT VICE ,�'�'EMI ` Y/ ;7 1 �1/ # 134 II NR OR 1' 1... .3^2T' �. .. I /:. 21 = I $ I �3�5 5.F..36 lar.n s.F. /SLAB• disa�o- - ,' 4 s. 720 NE Grand Ave. / ; • I • 1 B:EXITS 1 /100 = Laz o' k,..,),,,, ,,,,,o.i .`. � ©- ® O i 0 B:Extrs 1 I 9 J. r;,; Portland Oregon 97201 , �1'I: 1 ® 01.13 .r • . / .. -ra, / 1� in _ .:. IG709-001 •A 8, _�'� -.` . / \ IO III ill a,RFf 55 h A /. / ;B --- 'FZ14 81-- 1 1- , - ..RFI-26.} RFI-181,0 CUSTOMER 7+ 141.0' (MI' �. e SERVICE 3'-31'_ ■ea I �.> p5]� / �. ! \ Project: / 11'-a�„ I.•'-71 i ,l a16. Autti I. 581.62 S.F. $ / %© / '''''',.......,.......,,9/Op af / \ o '1 - 1I r I /,5 = 39.77 / New Building I I Imo_ 1 rl r I;, B:EXITS I littif.,„.: SF /L9 "---0 i 0/ ; ' A 3 , IIx - 4 :`h 4 �� / p fin^ 195.65 SF. iSE _ #`/ /_V EXEMPT , I EXEMPT ai T 4-1 A 0 DR/4Z_/ �11 ;B F'r/ly@/• O FFFFT!!! 33331/ \ 10125 SW Washington Sq Rd. I. © ti `--I - / 1 @ RFI-)7a6. m 190.$'B R • �.•_0' / /q. °F-7-41.711) ®F Portland,Oregon NV � - r/s4413 iO i A / =e / , '09 / \ T/SLAB 7 8 1gQ3' 11=x18.39 S.F. -�-8 i .: : „::. � - , e I�qa SFs/ / 11 1 190.35' 1.• /� ©IT'S/ •�� EATS 7. / „ _I, -411111411rP"::( 114 0 . I . / 70 3 ) / oe SF Sheet Tale: A. 0 1m •oI 22 '' Os / �' Sex / TFirst Floor I WASH /' .1+'`� :• i 0 ` 1 4 137 1 1's•' ® /. �ry ��"-` Plan - _. -JLSLtA@=,I 429.3 SF. T/SLAB = $•-•;.-1.I. 9' a} / \ 0 va :.1 190.3' /200 2.14 v. 190.5' - - 1,'', -- -/ / - r-. 11: - Center ; 413•• S•F. -\ j�y�7 / / 1 44'4 Cf' /,..... • 1_ L -1 ' AB =-4/I{ ... 015.2,3 �.ti / q /' ' 90.3.2„1 13_1 1ao milt .0 / 7a. T/ / / ,(70,0 F� SF Revisions 4. %I . . 11!4.315 1 255\y 315 Chock . - ...- .:::...:L23 _ '• w wx 201 1ry1661we2o�15 R �a 5, / ti I, / \ ala 15 - - ... Pe.�T �� 2"-0}• �. 3.T R.•. S-A:4 or • 7 SL r .his 4 rTlxc�n CVIS 4®P,.t.l �../ 5 .. T SLAB 190.$5 BC,00 SF ti s.n�h ale a 1�.wh•ale ® © 25'-0" OLJ �I 72.-0' . / 5' �/ 9� / x/rS/C r. Is 14253 a ie Auwrle cws . COOT'Comma. i c 2 S t ` f: COOT C,MeTtt• For rmwttm Set Mi 6 1 lir B. 25 A,put 2135 10. 16 Novrvnber 9]t8 7/SLAB - 4,,q. 0 ' �f�. �� j, 176 ' ! ll. ]31Wrm Nl9 12 Lt�Garp S.runw•1 Pin Renew Geruek Rom.. ce) . ® 197.0' ® i y � ` 12q• •• 1 l7pQi5S e.,..d xe.e>�r errcru r4ru�e 1 1 R24.1 3-) 1p.a. ♦ 7, --40.4% e NORTH RFT'-186.0 3` Ip` _ ` �.J' /ipOq,S S/` Ii /5�2i k/lS li / PAVILION r 0 R �T�r �' / /'CENTER � # I THESE dMMNGS GROUP. TME S.,MD A'R RE r 32`3�' if* 7` T''l. ./ :I::: INIER'aww'�ine ME RIG* .Pe,Zig i HOT Id OE USW OR Ot9HOWOLO 114 MIT 12 March2018 Checked C. 1 s I� DJA/DCB/CLT WEM Ti1:-.' tik First Floor Plan - Center d �' Key Plan 9DurH 5obheei1t1nber 1161.39 For Construction Set - August 2018 A2.1.2 Keynotes 0- --- 1. VEHICLE RAMP ABOVE 2. HORIZONTAL TRAPEZOIDAL METAL PANEL CLADDING PAINTED PRISMA 3131 CHAMPAGNE METALLIC 3. CONCRETE RETAINING WALL WITH METAL PANELS ABOVE MILDREN DESIGN GROUP,P.C. 4. CONCRETE RETAINING WALL WITH CMU ABOVE 5. . ARCHITECTURE! • SPAC9 PLANNING LEVEL 2 CV CHARGING STATIOM1 i'ir-4 6. RECESS SLAB AT ALIGNMENT EQUIPMENT 7650 S.W.Bcveland,Suite 120 7_ HOLLOW METAL DOOR Tigard,Oregon 9722341692 8_ 10.-0" x /0"-0" OPENING Voice:503-244-0552 T T T T T T T 9. TIRE CAROUSEL 10. COILING OVERHEAD DOOR 11_ HOIST 12. FLUID BINS 13. SLOPING SLAB 14. TRENCH DRAIN WITH ADA GRATE - SEE DETA/ 5/A5_5.1 Fan 503-244-0417 I I 154'-10i"I 1 1 15, STEEL BOLLARDS • 24*-44- 22'-q- 16. PARTS STORAGE RACKING BY OTHERS 30'-ir ' ,• • • . • 17. WALL MOUNTED LiGHT FIXTURE. SEE ELEVATIONS • - COMPHISSOR/ ilk i A,,,,,c, r. 34.-41- 56'-t011. 27"-104" V-41..' 20 Q . IS. PARTS STORAGE MEZZANINE STAIR BY OTHERS 19. TIRE STORAGE RACKING BY OTHERS A 1 , triv I I I 80.91 sr. Rn-S° 1 20.INTERIOR ROOF DRAIN 21. SECONDARY ROOF DRAIN WITH OVERFLOW - SEE DETAIL RA5 > 1 , Rri-706 78- 0 /300 = 0.27 - 0 1/15.3.4 12$'' 7, "co L 1 il 57•EXITs 1 .4 / re) . 5'_.3iL' ?F1-4.0 22.6" CURB vv,/METAL PANEL (EA SIDE) AND STANDARD COPING AT TO OF CURB 0 ' • 1°1 - 4- . . 1 . 1 1 . . . . cj 101.11111111E I I I 'II i / , . ; -I1 PN4 1 0 RF/4 .0 0.•••4.\-1,?:2) ' -.7z-4-, ,:: .0.35 CMS I -A - :„ \,49 ilt -.° n a OI 11211211 1 'T I ., ;'7 Ili" IS-6 i ::' I 1 I I % i g ,....' 15.,"2 Ma I iff. I ko LEI „:,....,. I l'-,sg -4', 111-- I :,- S2 - - I i I I a 3056 A 1225.73 St ••••••••••••••••••••••••••••••••••• , i i WilLT E. R. ..• -•' .. q2 N 7300 E. 75 1 D • 1.0 I 1111111111111. 1 -EH A / lio , Mil cr'' 1 %IV , 1 IRFI-1 ;n7 A 7 • -6 i 'i '11 i .1k • in KIM I I I / I I 'NRFI-105 4,4 1 303.94 I I 0 .:-- -' 1117"' • 300 I NEP I o 1 2 4D inik ' . -- PIA j sr,!, 1 0 -EXITS ? At. •,,., W 4-1141" - '\E". T/SLAB = -(709-001 . , IQ, .• I -,. 1 Pm I .114117 -FESE ',..: -...-- 190.4' I ••••-::••/•• I • I il •, l I i 6. I / 1 I ;: ' .._. ,• , -, 0 •. - r- 7--- tlj -- - • • ' - lelailiEl044444410,144414411441144.10.441.4144 111,&Al tli 111 1 ".._ • ' ' ® LttikW0 0 El 1 . ! : , 0 _. ,.: : =..= t 0 ,F.,-,55_0 .0 i c> o7 _.... ---, .- 1.-..:_6_1 ... . I 1= 405'. , e i --4,,,,,, = o _ ,_ _ _ _ -, ___ ,,, __ , -,...2, 0 _j,„ __ I -- -. 1 ,,......, , ._ • in, • • u • , ., _ - _ _ I(1) II° -1 2 I = _ •. '9 , • . ._ iii, ,• -i _ _ .: ..„„ :..„. ,.. , Owner: - - _ : JLR 5 i 4 .`g . _ ../. :••••• • 1 - • •LI • _ s-N, • '''-'---- - - _ - = 1---- I,g),__,i .941" `....: v @ 1 _i 1 PARTS i'51iC511121G1'-- _ - __ - = •, III , • , • lil ilo f •••.: "..•••• 6 I - . 8066.96 5.F. I1 - • i O ' - -418 •• I'll • I @ • •Iii • Ni.• :., CI - .• 7 '0.. en -. I L.- • . . ! ,1[. .if Fli 1 • .-1 --! _ 7- 1 I I f 7 t3 -/300= 26_89 -.1,•LA 1:1 _C_ - 1 --- '! . - _T,...4 _ _ ..... _ ' -- qv - - 0 . /4 NE Grand Ave. Poand,Oregon 97201 '.• E 0\ -- .1'-----'-'-.--- \=l CO 1 /1 J--1 _(1,g) : rtl5F-A-Y-M . . - - - - 0 , 1 VI - - 0 Project: 20800_84 5.F. I I - .,- ..._ : A- Fl . IM irI 7 C' j - 4 -I- 1 :_ii i ,11, :fro._1.1..., .1: - - New Building _ I@ ,,ExITS 2 0 I • • , - _ ,--. - . 9 • , 1 I I . 1,I -! - - . . I _ _ O - - ---- a.: 0 0 (3' - ....._ ____-__-_, (DA '110\1 If - - i-i J.\ -,--.. r-, ----._ • 0 _ _ /1 1"--.. I ilk - .,,,-., , I ' • .1 I • • 1.1 • IMF # , 0 Ank iol 25 SW Washington Sq Rd. I® ( t 0 1 1Ctr ' MEN d• 98.75 S.F. -\ I / .,0,. . , -= b / Mr Portland.Oregon /\ FME - -, li .,, • _ I --'i /300 -I \ i ••••: :•••• •-- ; SiExITS 1 MI T/SLAB = \ ,%::. n (3 0 ] .171 190.4' le a / I _ ..,:, / 4989SF -,,, •••••,-,. \ -/),,_ -'•.0- - ,N I' „5.:.• ,,,,,,, •,-._/ a, / B:Ex1TS i ..••••..s„, TIRE TECH -4,. I./..$N._._ I '"- 4 , w:.GE / 7.i% ii ' IMEI -- •:.7 .j.- -.., 1 II @ 39.33 S.F. R :: MI i .2., ., ---- ,... ,....1 A,/ . ..• -If ,.47 . , •-•,, ,t ^.) Sheet Tit la ...4 347_02 S.F. /100 - 3_47 ,. : • :...,... --•••• G7D4E-0 01 ,. • ,.1..,..).. /4 , First Floor ' C.R. 0 Plan - 0 . 5.11/3f.TOIM:::7 „: . -ff'-7'2.4.0 • '1./7.e • . 'W‘'''''." ,/ I @ 0 T/SLAB = 790.5'ir • • - • Kin ^25.28 sit:,_ rEri-N • 88:9E3X517 S.F. 1:.41111111111* --..-:..ii1,:•:,:.,:ma--,4__, p.AR TS. :........j...!::147- !PE AC . ' A-7eWilkIP."41'-156.0 .. .. .. •": 4." ..'•Y ... M161, GE f . .___-1 231.02 S.F. lj • loo7.6 s.r. G7:11 /"::::F=R10.08 I Iltii North . .•.-. ..1,1:71,1: _. ..- , :7", i itze\--,-.,4!: ...,1 i @ 1111P1-- (4-1 !.---..,)1.-=--......,, 16 I r,e /100 --- 2.3 11 BiExtTs 1 a-EXITS 1 1 arr. Mt,MAI .R.,eviiisionsm: ink ---- <- 4144/4::......:,._ / MI . / -Nwoo...,..., FUROR&Rowse 1 i 0 CUSTOMER ••• -"t.... 'bp A 13 JIAR.Me 4. IA AR.MIA .• lii' .-, • 1., CP 264.06 5,F_ 19 1 miiri- Atte / TYFROwnins 5 2.1143018 C1/119drniml 1 12.14,2311 N.: ',' L.. 1.. 1 .4i',urli'is',,,i" 11 c„,....... COUT Colown ...4y• / 48 93 S F 0 M_I ..,: T. 11 July 2014 1. IP Amps all 0 .• - . /WO = 0.4j- ilM / 17/71/7 TH 000TEcnniene rarOcommoSet I 24 Moo MI 10. LI 11cronlmr IDA 7..I N.... • , P•RTS4,--...4p. 4-y i , 1 Smosnunil Pim tram Gra linisAm 4.11 • 31 --.-4,' ei = , J •iS.7 '-'-' ,.. CD REEMII ith ii4, 6•EX/T5 1 OR 11. OnCore Geninl Ammo -.$ it ,..... .. ‘ ri- .•• Iii• --- • •i • Q- ,• ._ • V .PT - 4,1" / . 41, r 8 Ex1TS r ilT Wt.. .. ci - • // , • ..t._ / 40•,, • wit. PAVILION 1 ")) P . .0.... ,,,,, • c.- ....), / '4' . J 'i. -.*Pi• „/...,----. -• • .41'.: n ..: ., ,..., .i, NAS 1- . r 7 :: ilikk.\., IX 1 pit. n -I_ 1 I 0 .1- 0: ---,i-' - 4 _ _ • _ •I ., •• ‘• • 4k..-••• .91 CENTER MILORD DESIC21 OROUP.P.C.ZOIC HI MATCH LINE.1 Ii - A4. - 4_ - , •Ill , ,.,_. • :', 1- --. -. g. j A2.1.3 RIDWIS RESERVED 1:3 11,E5E ORAWINGS MK ME PROPERTY Or .n P#A! at..- - $ -4 As.. .. 4),---. - -411 A2.1.2 MUM DESIGN GROUP.P.C..AND ARE ROT TO BE uSED OR REPRODUCED OS Am 0 kuP4412.CWT RIM ME PRIOR NRWIER 1 0 '. - -11-1 IOrt . n - - --I - 0 ...„ A\ .... .,- --- ENS RR r__„ .v,.Or MORIN 04440,GROW.P.C.- - I ..102rtiSk 1- 1. C7( p 144a 1 I 1 rl\ / I ! 1 / Date 12 March 20i9 SOUTH Drawn by: Checked by: DJA/DC13/CLT WEM Key Plan • First Floor Plan - North Job Number [16139 Sheet nwiimi•nommwmilmi o 4 8 16 For Construction Set - August 2018 A2.1.3 Keynotes Q---- —, 1. STAIR WITH CONCRETE TREADS l'iq. --• 2. STEEL HANDRAIL, PAIN TED 3. STEEL GUARDRAIL 4. 4'--0" x 4'-0" REL!TE IN TIMELY METAL FRAME MILDREN DESIGN GROUP,P.C. 5. EQUIPMENT PLATFORM ARCHITECTURE - 5FACE PLANNING 6. HOLLOW METAL DOOR 7650 S.W.Heveland,Suite 120 7, SOLID CORE WOOD DOOR 8. ELECTRICAL GEAR Tigard,Oregon 97223-8692 9, CONCRETE PLATFORM WITH SAFETY CHAIN Vote 503-244-0552 A E C 0 E F G10. PARTIAL HEIGHT WALL Fax:503-244-0417 11. MULTI LEVEL PARTS RACKING, BY OTHERS 12. REMOTE OIL LOAD BOx 13. LOUVERE 70.1 14. 4E 0'AN 04a ON RELITE VERIFY HOLLOW METAL FRAME I I t54-10"I I { 0709-001 24-4 30'-0- --- 23'-7" 21'-411- 30'-0" 22'-63" 1 6 '-°� 2'-2r 2'-D- 60 34'-44" 27•-10#" 4 3'-1O," RFU-70.1 2}" 1`6} \ I // 2•-O" f 2'-0#- I'-s} 46.1Il• / ..5-6}" i-4" 3-1 3•-1 3•- . .I .I I3.-4- i 15-4i /. I 1 l 1 • ® . 11 .I q./ 1 SII 5' 3 0 / PLA7F)M .t� _.. I _rte 159 I ��''�� - GK'r1J • 389.77 S.F. I ® ® 6 �S� f� IAft I /100 3.9 a cnrc r J ELECTRICAL I I I 3056 ,. ® elf :Ae,.. w L E. R. ii Aa.+ 1 i I 286.67 S.F. • cv Y N B:ExITS 1 OF © © 0 1 2 I I I y STAIR-6 3 3 0 Ai+ i I ~ - - - - - - - r 'I - FtiA, Iaeistblaafdb," ..YYLGY I„II,‘V.. �._ L..J..y..4./..". p _'/ -Ii_ O i l � I iv 3 I 3 - _ I I I I© . - - y 0 • _ Owner. JLR N i 1 I 8 I - - I = 1 0 • - �±+--- - - I� F- - I I - I E ...-.7.-- -r. 0 720 NE Grand Ave. I Portland,Oregon 97201 (( i 4 4I t I I u1 ,s ” - I I I Project: Ei New Building II= --i-1— - - - - -- - 1- 0 - - .. ..... - p i — — 7 Lk ■ ■ L�...>a!e! ilk - - ~IIE''• © 10125 SW Washington Sq Rd. I Y. ® Portland,Oregon .N _ iaaaaua.i.i.l.l.u.uaaa.a.uauu�ua. ,• ,. ,.r Q IOF /°\ Sheet Til le: ® RFI-213 - © s�., • t-- ...., �'/ e�" I 14 X.09-00IMIEll _ — - a1. ` I iFFe--s.F. .: 'y Mezzanine , \l r I 130�- 9,1 I ,-- I a�„ - .erre 4 — —_,-g,-- — — .. — — • - + ,,. •:::d 11::S::ili. , •'.••••••........,...m .. -� ` y-.• — — — — Da a D.36� r' "" Floor Plan A/- r Inalde Face af� ITNfCAL a 1., 3 12"CMU Wall l I L23F' '`' ra. :fes .•°x: +.: North A.., at CL-o/s - I �2J/— '.° - :4 1 O I 346-68 S-F. d; .4 ..s �3 /100 a 3.45 I I r..w g1 7 B:EXI TS f + % /;p 1bn II i mm:11 0 O9 �•., ' i 4 I 441.59 S.F. -NMI RFI-99 .;,�-,-r �.� • N E N h B�E�fTS 142 L- +I 0 1 --'-•s. `, • :��. 0 n I ti_.. I Revisioltx A I �'}.tr r. 11Mvall6 z MSMay 2116 41.0 11 Infiree Face Of-, 1 LI � y'�v..., • Tvxvmr em Pin��: R I6Jne211a 4 i6 haemle Fi rr Tvram,.,ee cTAsa.,,.� 8•CMU Wall RFI-2 ! 5 —OM --..,..:...,,..,,,i. i aA6E a61e a 1zA6/aru 3 .AF—�I I rim I 1 OCMS Oomph 0 _ ]-1 - - �f— - T 1.l.l.l.u.u.0 u- - _ .�1. - - - -I i. - - 1 - - - O T. ifi Jo7 ale a HI Acis MIS J 11•. `d `/ OGOTO Ft.-C.1 .Se 0 Iu.,.,.,.Olaaaa I I. ` //�// / S. 24 AR.MIS 10 16 Normae VS 1 8•-44 I /� 31L 66Pd1213 }mir y ®Aft +-- lamp*I.P.pse Caval Rr.. = t3'-4i" �/ NORTH I .I = J/ i PA VILtlON a 108 i I • _ I I -` O CENTER MATCH a111a6RN DM.CROP,P.C.mne,A1r ,.1 i I A2!.4 A1wi5 O ME PROPER, f - - - 1 - - - -... _- - _ 1Me�oMA p ^- - �1i _�_ - anaNv oEs cN UMW..c. as MOT 10 BE USED Al NEPNOMED NI MP �� PERzrM akk OAF%ALD KM 1 OMowrorm THE PRIOR P,P C. 1 rNp Date 8 March 2018 Drawn by: Checked by: SOUTH Key Plan DJAIDCB/CLT WEM Job Number. 116139 alkMezzanine Floor Plan - North sneer For Construction Set - August 2018 A2.1.4 Keynotes 0- 1. B OCCUPANCYiiimmomm."---.. AI 2. S2 OCCUPANCY 3. UGH7ED PATH OF TRAVEL C W D © O G 4 1 „r - r MuDREN DESIGN GROUP,PC. R E IN Ul nTaILDRE rune • N GSPACUP,RC. 74T lor' RFA7 e 6. FIRE EXTINGUISHER CABINET - SEE DETAIL t3/65.5.2 NG 76:><7 S.W.Bevelaltd,SUM 120 - Tigard,Oregon 97223-8692 Voice:503.244-0552 I 24'-41" I 30' ' 23-7" 24'-44" 30"-0" 22._61. 1. .-. Fax 503-244-0417 O ''8B _ N RAMP 1 DOWN 'i 1 I 0 T I: - H1 1 1 0 , 77._0" 4 17._0. ` 4 25'-6" 1 1, t7.-0" k /A� . RF1--278.0 iG ----- --T---- — FV 11 ' r -- — 14` 25-6" •I'f 17101°1 Ti O4 10 . mak__ i - .� 1 _ 0 I o I I , 1 1 ▪, BN t a7 41 NI I I I I 0 IS o I ea CO I 61 I lb O � I I IA. 4, ak or ., ....:,z-/� 0 0`� '24/6' ' _ 18-0 I TB-.' I g' 18-0 ` ri � I- 1- 0 y1 '1 1111 mi o _ UI 1 v N H I n la 0 IIIF I 1.1.11 in w - o i .c I_..- I ., I r,MATCH LIE A2.2.3 1 w A223 A2.2.2 $s - -- - _ --- T-• I -`!--— , 1• A2.2, 0 Owner. I I ; d 1 JLR �I � ' e N N �i , 0 rl I 1 m �' I •.11F1- . n .� n i I 7 720 NE Grand Ave. Eli 3 - I Portland Oregon 97201 ]Q - -' I - - 1 - 0' B / I'a - � i P ry r / YDI s B tV 4-6. I Try /. : _ / Project: 0 m �I m U {I I +��4040,41,44,� if'` o New Building nmau ! / \`�: / Plel- Wys - , Ft 0 to • ` • 10125 SW Washington Sq Rd. t3 - ._ 4, 1,:1, �� , ` / Portland Oregon . t n - k+1Y4 / /�, l/ , Overall I / \ �` 4 �� Second Floor / A - / � 1 y ,�ti� Plan lar / / / , 4,::i,„_ tig,,,, 4,7i,,A,,, , /// .,5„,24,... ----............../.7( 3Q. 11 .,/— tIIIPI �j►- �.�IAir..f `ti,I��$'`Alp ti 440,4 I- / \ ` .�o ® Rev#slons: 0 5 2St. `w�: .:�'� �/,,g." STAIR-1 , O 1, 1I Mo.Ale >. zs my 7111. rvWDOrme= Pw^-.Ro.. © ti ?,2 �pIS� //P�� '� +� t / , irvrx�.mn Acrsbsw ire ry, ti.` .2..., 1 /. 0 /`�/� (♦�,� '7 a DJ.,7111. a 11+114 MB ® pry O� AI r B�. C � � ! ' �� ` \ 'L crs cbPP�.M aonl'caR�.� 44/ re 3: I, �I 1. IBhry AIB 0. 11.Mpw 7116 9' �• y / © ` Y ® ® B.2IA£ya:2016 la CiNIMICTIMI SA 16 Mown.2JI6 -257.0 4.-ey ,B ry sxu:,�.I n.�1.... F..vI Remo. 0.141 © 1Q9, { `�'�/ Isa4n1i 31.11. Iz O,Gas 7�. ?3`9" /1„ c4,e,lBnw..P c..<rBtc.MR,E,0 ,, / 0 Aft O Q3 7, O t1--7i N O0 NROPEN O(vON P,OUP.PG-,ROTA ALL PiHEHSESR"EO m CRAM.,An TN(PROPERTY OF DE CROUP.F.C.AND AKSOT ro US O O NOT TO BE USED CP PEPPOPUL ON AMY MANNER.EACEPM NUN THE PIMP'MITTEN PEPN[BSION OF NRDNiN OSSlON tltOUP.P.c. 1Date 13 August 2019 I Drawn by: Checked by: I i DJA/DCB/CLT WEM Overall Second Floor Plan Job Number 116139 Sheet / 0 10 20 For Construction Set - August 2018 A2.2.0 Keynotes 0- ------ 1. ACM METAL PANEL. ACM -I hi ' -, Q 2. CENTERLINE OF WALL. CENTERLINE OF MULLION - SEE 6709-001 DETAIL 10/A5.4.2 3. ACM METAL PANEL, ACM-2 Hamar DEGRour,P"C. 4. BUTT GLAZED STOREFRONT Attaarenvel • SACN FLAMING 5. TEMPERED RELITE IN ALUMINUM TIMELY METAL FRAME 7650 S.W.Beveland,Suite 120 6. SKYLIGHT ABOVE 7. STAINLESS STEEL HANDRAIL Tigard,Oregon 97223-8692 B. SOLID CORE WOOD DOOR Voice 503-244-0552 9. STAIR WITH CONCRETE TREADS AND GLASS GUARDRAILS Fax 503-244-0417 f0. GYPSUM BOARD SIDE WALL ABOVE RAFT 11. FRAMELESS GLASS WALL 12. ELEVATOR 13. HVAC SHAFT 14. FILE CABINET n _ TQ Q Q Q f5. TENSION FRAMED GRAPHIC NN � I I 0 0 a a I I II I I 1 46'}9a 1.3'-.2i" 48'1 9A- 42'-Ti"• . II II 4 1A111 I I I I I ® I I ® O I A43 I F 3056 rj - r - - - �� ` I J --__ _ wpt E. R, - - - �� - ; - - _ _ - r 1 1- P=� I i i I l _ I 1 OF C " �� - - _ - - - - • - - - - - - - N - CDP 42. 1 I ® I II IN 6 IV o E I I I 1 1_ , - - - - - - - - - - - - - - - C Owner: i I I I JLR y#"-+ OPEN r0 BFLOw OPEN T BELOW N 3 _ - IL_ - .3:1,, - I - - - - - - I I - - - .. _ _ . 720 NE Grand Ave. I I I I I IPortland,Oregon 97201 RFI-239.0 148 63. O„ l RF!-300 A ' n .i.. A 7i,: 55- ID Project: - - - - 2�uB-72.�- ® ' ® New Building I I CI' I - - - - I 55 G709 SUB--D01 G709-0.1 SOB- 110.00 1 ..�- E" 6709-002 Ank n NEP r- 2 G7" 13'-5" 9'- 9'-I 13 �5TAIR ,_ I Y�,E`, '� t _ lir 1217 rid 4 - ExEMPT 4111. GENERAL OFFIf.F �P I r as OD II�� EXEMPT F • I I © - 208 ! MANAGEMENT k' - I I- ® ® 1207 II ,o 7¢ !•`_ _1 2'-1r1::. IIPA 0 10!25 SW Washington Sq Rd. /100 = 1.5 •, ...;min, 100 = 1,1 /100 - 2,82 f O I /,00 2.58 B:EXITS 1 `,..::O-ALLw•�:-... . I U:EXITS 1 D:EXITS 1 = 1.1 Portland,Oregon e:Ex175 1 P- i m ,A ■ I HAL I- 0 t" A J O 2' iFl SUS-72.0 AU 1� -k I I I �� 6709- t Y. ® ---- /tvt2 0 I 2_11.r 8.-3-.. Ii �. _.1 .6 �� 8•_36" , 13'-4�" ■ 0 A RFI i 4. Ra.:14 .....4 I ® ° oli al I 1 7.H _ I!1 ••.. m 2 __ ' - Sheet Title ,, - tfa 1` GENERAL - - _ 1S2D41 205�i" - r (HQI-i 'STORA13 GE E IPSEI--�- I I Pa)"•- ! _. - - - ,� - - - C Second Floor 201 ® l - loo= .0s - AI 15 Plan } PO- /!°°xS B SNITS 12:� /100 OS 1.9 - 0 79 PM m - South O __ /100 = 3.67 i / ® B:EnTS 1r xis 1 I B:EXITS 1 in { Q �d Z'z ® 8'-.8i'' 4' 8•_7 1205 }2'_td" 13-7§`RFl-1541' 12'-ll 1 s'-s;" W s'-9g" : 14'-tog• I .� e l I Q> I-- . © 5,. " 5�" I \3'-5#" 2tF Or 6709..06 7�� I i a1 CD, 10--E1 ® I �. �I,,j, •.ET BREA CONFERENCEI . , 0 T�. l I� 24r RR I n., I .., e I I y I RR , BUSINESS 14 iIKEA m I 1 205 I �� - A® ® - - W A 4'(7 6'--11 " 7•_ 4'-0 _ 6709-001 .T. I Rev1510nS /15/100 = 31.56 1 /15 = 3B.I� rm 3. 11 M1.201a 2 aal.F mta /100 = 2.4 r� 8:EXITS 1.66.y. I -�� - EXITS 1 Dr Ex1T5 1 j �vwuCc.mmn Peen cheek%pulse S ��0 ! v� _ a u.n.:.OM . t. hole B:Exi = I " I CI I �r - I " I I I .:J 1'-0 T'n CmInMO CNS -_. mM 'I �` S Phivzla S 12CR MIS -3� 1'-01" 4'-1 ,� 3-61j I I I'--5e C1FSI:avuem 000rLhimaiee � 2'-IOi" 5'-7 19'-1 ' 19'-8i" 1� I8'-6 _ p T. ia.twF nth s mey=ate qiir ■�'�,ip�_ �� in b �„ ! 1 �P2f OCOr CvI.mlh For Wwuwvn Se _��'�� 8i - - - I N - - - - - Ti - - a ew24 drwwia w mia Romer Gond Revels,. I �. , u ISL . - 1J fAi�i-J n �.y -I-1 P2,I " - - �- c..�r neew. c.A.i weep. a �, k4 . t�. is h.a�7lto �2 a�co.y A NORTH © i I A A 0 10 - d L - ,�0 Q I 6709-ao, ' ® 0709-001 91119-43.2 48' 9i' 13'-2i"0118-41 ® --2 _ 48. 9d_ A© SUB-43.2 42'-1�" -7 v-63 PAVILLION 9-7r 23'-1" 23'-9" 14-63" 23'--9" 23'-1" 42'-1r ri r sEl _ _ _ 209'-1 b' CENTER YDDF9t DEMO GROUP.P.C..201s,ILL its I .#ADO S- J I I'i NEM DRA10105 ARE 114EYCF 6DPFN DESIGN ORO.P,PCP. ..x0 AR; NOT TO K LOAD 0,RE/MOO=M WI RA MER.MEP',YIN M PRIM wImEN moms.OF YLLN DPEN DESISN CRU ,P.. %� i Date 23 September 2019 C i Drawn by: Checked by: E SOUTH DJA/DCEKLT WEM iA, Second Floor Plan - South Key Plan Job Number. 116139 Sheet G 4 8 16 For Construction Set - August 2018 A2.2.1 Keynotes a- I. ACM METAL PANEL, ACM -1 2. HORIZONTAL TRAPEZOIDAL METAL PANEL CLADDING PAINTED PRISMA JLR CHAMPAGNE METALLIC n 3. ACM METAL PANEL, ACM-2 MILDREN DESIGN GROUP,P.C. \J \J C `J OO F \J 4. ELEVATOR RFI-108 RFI-96.0 6. PARKING 1J STORAGE STRIPPING FORIDE DRAIN CONDENSATION ARCHITECTURE. • specs PLANNING 7650 S.W.Beveland,Suite 120 ' T/SLAB = I \\ \ \\C 7. HOLLOWVEHICLEVALLCOWUN MESTR DROOR Tigard,Oregon 97223-8692 -. 210 9/68 / 8. RESTRAINT RA/LING ALONG PERIMETER WALLS Voice 503-244-0552 MATCH LINA' i5 9. WALL MOUNTED LIGHT FIXTURE. SEE ELEVATIONS Fax:503-244-0417 n I N' A2.2.3 10. STAIR WITH CONCRETE TREADS _;I' \ \ \ •, A2.2.2 11. STEEL HANDRAIL, PAINTED O 9 - - - - A - - - _ _ 12. STEEL BOLLARDS 1. �, I ___ _ 13. RIDGE AT SLOPED SLAB 17 • 7/SLAB = 5� 7/SLAB -/ /SL •• F/SL : = t. 14. VALLEY AT SLOPED SLAB y I5. AREA DRAIN ~1$ 210.198' 211.146' •10.8••' 10.•'=' .� 16. LE VEL INTERIOR 2EV DUAL PONT CHARGING STATION ' \ / , 0 18. SECONDARY ROOF DRAIN z I I 19. WATERPROOF COATING 4'-7a" T 20.45 MINUTE RATED HOLLOW METAL DOORFRAME ,r 3'-3 10•_01 �. 0 m 6o V / //:,"6,, 21. 45 MINUTE COILING DOOR IR, N 0 PARKING/ 22.SCUPPER h DOWNSPOUT ^' <7,1 `� STORAGE /Q 2211 _ 23.LEVEL 2 AC EV CHARGING STATION {DOUBLE - RELOCATED UPI N21.. I ,® / 2f 4T/SLA8' FROM EXISTING JLR FACILITY} 35521,55 77. - _� /200 - 177.61 �'52:EXITS 2 diQ A�® �- T/SLAB - 7/SLAB = `�'2 ' !" - ° O � _ - r- - - - - --�- 3956 N ,,,, / ,,, I Iw i. E. A n . if 0 c...,ii-it, 92, „ 0 r/ m.oN ry KI N M ' a 7/PARAPET ®RF1-96-0 \ N‘kiNifS +18'-0" © 7/SLAB = d P I I e ,5 210.916" .14.8 ' 8 m -p _ 1 m% T/SLAB - T/SLAB..,.,,. . ® - - - - VivI / b / -!!fes - - �_ - - I - ;+, I I I �i/ T/SLAB = 211.146'- 210.854' ,'O 210.198'• 6:3)--------"*. ^>� / ✓ /// T ei 0 - // T/SLAB = T/SLAB = a /210458' 210625 : 4, / \ / /SLAB = -97 0 i`� 210.947' \ / 11 - - - - I \ , r_ Si -97.` 720 NE Grand Ave. ` T lam- e - v B- �� \ ®97.q^ 2}0 302'=/ , . f= L2,y \ / Portland,Oregon 97201 22 _ r/s B = \ / I• i/SLAB - 0 fX 0 T/SLAB = 2£1. 6'- 7R. �`` . / O 210.520' , ./.6,6 „y 210.208' � ,S FE�- T/SLAB = B" - ODl .,SII _ - - A - - - -.�210.573' ` `. _41 fiFt- IV 11111111111 ss� 1 210.625' RR-96.0 , VI\ � 6• Project: --R. 3'-3i' I w 11 0 RFI-149.0 T/SLAB = \� C) - _ ® => New Budding / 1)'-0i as 1 ►��'_. ® 210.916' ! fit. \\iiiii r I i I ;I , / r/SLAB = T i ' • ® 210,948' ,n IT T 2SOAZOB' �' % 10* C \ ..•/ 10125 SW Washington Sq Rd. _ \ // Portland,Oregon w o / 2 2 ® I T/SLAB A I '/ 2£0-625' RFI-171.0 r \ l3 T - L - - II - II \ ` � T/SLAB = //a TJSLAB - 210375 -• e 210.979' Sheet Title tel N • C 7a,j . 417/ ®RFI-3, Second• Floor -,..2 `�- r/SLAB - jil 31020.9] s� © / Plan - Center 2,0.198' �, B:EXITS^ry 15 • _ 17 75X t • •m 17 m / 18 ARFr-97_0 / \ \ F/SLAB = -m o 14 ' / '� 210.979' •i ` ' 7/SLAB = i#�4` w 210.676' 7p• ` .--\„, / Revisions 4� •� 1. ;I wr X111 2 zsrrr Ale 432 k� I a" © rvwoa PWQ•ckMg.. '? IM T/SLAB = S s ISM.201 El , 1e June A18 :1 214.625' ,: 11/SLAB / �• rvrR c..,=x+ MS sw.,,.Pu _ /,LAS 4B• a SM..Aee !T-6.Ale .\. 836' �� 7 :1:d•. 15 '_____,_,__,,_,,,.//..._.66,6-,,,,,./....,,,./..- _ ` 210.47. S4'• 4A11111111'wW / cws�,. 000rA s ! I}�`''�• S � 7. i11.1.4.0018 l ]P AUQw 2518 12_0 / ra, . ,• �• 9 / 9. NA,y at 7618 !0. 16Nam�trr Alb T/SLAB = / \^��. 4 oar.a.Pn,exi FmCPnwom S[ 210.375." O 8r 12•-Or ® ''- 4d B`. 4IP .?' ' . I SII.x+uN Pln a.•.. r=n.lPrvxme 11. MA..A1P .z mco.y nton © A © zs.X44 +•` it,-F1-1 4:8? / General P ,.m„ c, ,1u I NORTH ® RFI-186.0 W 4-'44 9. / • " / LAB = /\ © ty 10.854' / PAVILL10N / 0 ®,,,„ Fl-263 \ �7 �'•`/ I. CENTER Rlans PEV-MW Pc.XII..>tl..1 © •_�, •` NESE.1.1115 ARE,�P,�ERn OF ,/ / ^ j WANNult_viER. =IONEXCEPT GP OUP, E AND D.AMY ARE �._- 9`7�1. ra// J. u�AvIaETOn.c�r.OaP°xr "Emea METTER PERMOSSIOM OF MROPEN EESIW CROUP.P.C. 1 `t Am Date 31 duly 2019 s 0 Drawn by: Checked by: \ ✓ sour DdA/DCl3lCLT WEM Sheet Number: 116139 Second Floor Plan - Center d\ Ke y Plan Job Sheet 1 For Construction Set - August 2018 A2.2.2 Keynotes O- 1- STAIR WITH CONCRETE TREADS 2. HORIZONTAL TRAPEZOIDAL METAL PANEL CLADDING PAINTED hq _.. PRISMA JLR CHAMPAGNE METALLIC 3. STEEL HANDRAIL, PAINTED MILDREN DESIGN GROUP,P.C. 4. VEHICLE RESTRAINT RAILING ALONG PERIMETER WALLS ARCHITECTURE • SPACE PLAN/VIN“ 5. CONCRETE AUTO RAMP, 8.33% SLOPE AT TRANSITION RAMP, 7656 S.W.�eveldIld,Suite 120 AT TOP AND BOTTOM, 16.66% SLOPE AT CENTER SECTION OF (� n n n RAMP Tigard,Oregon 97223-8692 �J �J �J �J r 6. PARKING /STORAGE STRIPPING Voice 503-244-0552 7, HOLLOW METAL DOOR Fax:503-244-6417 8. WALL MOUNTED LIGHT FIXTURE, SEE ELEVATIONS 9. RIDGE LINE AT SLOPED SLAB • 10 VALLEY LINE AT SLOPED SLAB 11. AREA DRAIN 154'-10r 12, CONCRETE AUTO RAMP, 9.25% SLOPE AT TRANSITION RAMP, . I I I I AT TOP AND BOTTOM, 18.46% SLOPE AT CENTER SECTION OF 24'-44'' 30'-0" 23'-1" 24'-44" 30,-0" 22'-6i" RAMP T/PARAPET = 13 INTERIOR ROOF DRAIN 34'-4}" 27'-104" 14. SECONDARY ROOF DRAIN T/PARAPET = T/PARAPET = T/PARAPET = T/PARAPET = T/PARAPET T/PARAPET 201.750' 4 15. WATERPROOF COATING _ 214.646' 44'1 214.645' 214.645' 274.646' 272.948' 207.478' 16, CLEARANCE BAR /SIGNAGE I I I T/PARAPET = 17, EXHAUST SYSTEM BY VENDOR 5' H _...__. - .. _ ___.- _ _ O Ir... t r/SLAB = _ T/SLAB = r/sLae = `I`,`.-:' 7/SLAB = 1�4 T/SLAB = T/SLAB = T/SLAB = r/PARA214645' = 210.365' Pi61210,as0 270-976' 1 211.146' 209.448' 203.978' 199,ssT ' S� !� T/SLAB = Jl I I I 0 I I 98 250' 3056 a ;vow Flo � t,38% 8.33 15.470%, N 8.337%, T/PARAPET = . -r/SLAB - 4 OF I30- 214,60.6' 210.089'-\\ 10.089' 9 Q ® • P,1 1 O I 2'-7i" I T/SLAB = r/SLAB = A59.2.3 199.667' 196.000' Bow ® W T-8" 19'-74" 19'-7}" ,_, / 0_% T/SLAB 0 ® T/PARAPETQ3167 - 201.500' T - 5 _i_77-- 2,0,490' 1 H: O - • 7/SLAB = ..._ • `\ -'.��1 O ` T/SLAB - `T/SLAB = T SLAB = 209,945' ' �- / © ''\\\\\A '�_i 211.746' 270,596' 210.594 v T/PARAPET = 'i' T/PARAPET = ;I 21460.6' "5, ® ry 204.156' r a ®I.n - ..� ;I 210.365' RFI-970N " j © I H I I H T/SLAB = T/SLAB = T/SLAB = T/SLAB = I 210240' 210,625' I 210,625' 270.916' 2.08% 7/SLAB = 's Q iII 1 0 210.104' O REI-119 �� i T D" I, /� 1T-0" J� 25'-6' L 17'.-0" '� 1 1 //J�� /( i( n0. m Owner. I T/PARAPET = ; i2 n I as.3.�6 �I i_, .� tr • JLR AN215.594' 'w.-- ' .i RFI-1 WIVE RAMP A I I - 1 T/SLAB = eELow Rwv 48.0 212.458'-)s 12.458' 8r I Tv '-'1\ 1 0 T/SLAB _ m jC F52% 7/SLAB = T/SLAB = T/SLAB = • 212.094' 7 T/SLAB = 211.146 210.896' 210.594' -w Iiq - 210.448' -N / 0 • -- - - - - n - - H - - -I- - - / to I - - - 0 720 NE Grand Ave. 1` L T/SLAB I= P4a I I as.2 3 T/SLAB = Portland,Oregon 97201 210.625' 1,52% 210.365' A p07� I do RFI-fig ' • _� I , 1741 I e, N k Project: urr L•-• ' New Building I ® `e T/SLAB = Y/SLAB = T/SLAB = _I 210.104 210.825' 211.146'� SQ �. T/SLAB r o- ;la.. T/SLAB = T/SLAB ' - - 210.916' 0 - -� 210.625' 210.625' ,., Pio r' 2 IAN.. -. © 10125 SW Washington Sq Rd. a. �� // + ' 0 ® Portland,Oregon '� ® I `•Fu it .~�T/SLAB- "^^�� 210.250' nR • ® ti / •• )* G' T/BLAS = I 7 AB - y - ;' , 210.279' 210. .2' 4'T7 �N . ,, Sheet Title: I;4- 1.52% 7/1'0..8-.:.,- T 0.B = �P ;^,� _ __ 10,5 �, ® � 0 Second Floor N £� 210.448' X571 _�_� _' i•' REI-74.0 © ':� - !!:: ^w' ►:_. . iAV Ilike..ce,• ^ 1 - - p Plan - North IF ® i/SLAB = 36._0,. j 24._6.. I 11' ,._0" 2,D.AB' / L RF-' 0 14 210.198' 1% -ik T `03 t. RFI-97,0 COigl N ON N i r/SLAB = 1210.377' Revisions ® • O ITv Cwmnmp Pl.Rack�IRopPne ® 9 I T/S .6 = 45 ® ;, a iS.N�mla a_ is Jule M18 T/SLAB = '70.8`1' T/SLAB = TYERCv..... Cas 5.` -,v 211.146' �, �� .�,�`, 210.292' s aJwr mis a I:Jwrmla eO ) ' CV/5 Commae . E23,4/ill 1/4_ 1. 16Ju]Y m18 & 19 a,yR12148 ® vJ - _ - - - I ` - Y.y - - - r - e Ff]'°'� - - - - - COOT Cmumm� . Cae,ru 20Sn T/stns = r/SLAB = t o \ 0 % w / P AZa IBNR SIN 210.458' 210.625' I h 1P1iIrClN Ir" """e" " 4 /7/7// Umti Rernrra 4 " / NORTH nP. n 1 PAVILLION RFI-108 ^: e1 T/SLAB = N` .. 1A,I/,T �1 iI 210,198' T/SLAB __ 17.S.1-:- _ �^ ..--� RIIPREn OESIGa GIMP.RC..eo AL r1'VI MATCH CI I �IVE \ f.69 -"' CENTER R3Q1i5 RESER+�EQ Q9 3333 ri I 211.146' 10.' A2.2.3 'CONir , TNEEE DRAWINGS FRE 7.E PROPERTY Or O A2.2.2 NOEDREN T r.o SE DVISED OR REPRODUCED SI ARE . tr ulrnER,ERCEVT PnTx TnE PRIOR xT1rtiN 1 10 RUMS-SKIN OF N11-0REN MVP,CROUP,P G. • I .E-- 1 \ \ \ \ \ R \ I\ T/SLA9 = f - Date: 17 August 2018 ®R"' 21©'698'J Q Drawn by: Checked by: E E RFI-148.0 SOUTH DJA/DCB/CLT WEM A-kSecond Floor Plan - North Key Plan Job Number: 116130 mr. Sheet 0 4 9 76 For Construction Set - August 2018 A2.2.3 Keynotes Ohi....-----. - A 2 FIRE CCUI GU1SHER MILDREN DESIGN GRouI P.C. RFI-257.0 ARCHITECTURE • SAC!PLANNING Q 7650 S.W.Beveland,Suite 1217 OH QC ® p EE QF T &ard,Voicer�n244-05592 54'�10�' I I Pax:5'33-244-0417 24'-44' I 30•-0' 23'-7" 24'-41" 36•-0- 22'-6}" y+ ' I I I 3 NI. ,I •• - _ - 3 1. .1` A •_8- RFI-278 0 N11 1 I� N ., .,... r;,_ F. AS I m� -I(1�..`t n Fi-257.0• _ e'-6"?J':T: _ • - 0 18._8,. 24-ar 18. 8" 8•-6"8•- " / ►j4 In I 1 - 1 I r f w gh ID s v� . - v. L �� — . war Iry I a M 4,11._ I - 0/ .z �i _...: / '. „.:, . Q � ,�HATCH LINE A2.3,3ia \,. a� q$ •mss` , Owner A2.3.3 t, JLR f A2.3,2 I e— m 1- x. • 71- , „.a2— ... .0, leill 0 1 V] I/ 20.-5'/.16_-0"•\20 L''5" m. n34 r NI 720 NE Grand Ave. P / , Portland,Oregon 97201 N _ /. ▪ r � /I 0 I Y lr _I _�t I / , 0 N. - o ry Project: ;1 25'-6"° 21,,_I,�' —j P 7 M New Building 1 _ r I Q 2o- / `..ffqi \\ / ,� �1, 2. � � w ��P. �i, I /`�/' 4` / did\HAtii. iiiii... / ;1-) P 13- �� _ � 10125 SW Washington Sq Rd. OF �j,�**ci f` Portland,Oregon t� 7 1 kier .•- 4 'P'4144'411111 / -/ •• 4.... , l3 J t,-t ---.., / ..-- --- ' 'I\/ i r r8'-8" 18'-8" 21'-5" � �iiik, , -, / / /. - , ...., 14 • 1 1,41:441* 44477%p ` Ste / Sheet Titlei k 11,AI 4 P�� si. Overall Third • / 4. Floor / Roof 15 • '�� 4 ki. as •a a�4 .. .. Oat, �416•40.1„..., `�1 Sit�t./ rpmiff, ♦ • +•Yf •like.* /I •aatia_fa i &PIA Plan a *� ar AW 411b,- Yana • •a aaa f a as • a .. •--i h rn,i / ••tri a�► / • % ti i ay Y . / . h OI© • f` s� a �aaafff ` / ® / f JI !a�// // / 11�:.. r / a m.n..axle s Ied1•.st2 © .t�/• / J o ® rn1xc .n 16dr 3)1 [I� // :itialrir, O cr5��b vOm'calv��le '8''''/, � T. Ibhh zle a wa,�,.l ala © >el. /.4,,,, a ODor cPR.,� For�•IM.,s„ ice/ ! r 9, as a,49110L6 la 161099mm 2012 \ M V Il. 19 Ftlrrr<L`19 11 On CmIE 0 209 ?„,6i. / 1`;') �� 239. `° e 2,,. a0 '''''''""--""--''''''''..---4"-.....::"-- ;: VP 0 Y LL019.OE..CAMP,P.C..9019.Nl *2�, -b/ RIWrS AESER9ED0 0S THESE DRAWN14 GS ARE 1PAO:KATT 14 HOp O K USED OR 1141.001.10E0 10 WY YNMEA EMCE91 111N 11E PRIER WITEN PERUI59400 OF IIe.OREX DESIGN OM...P C. Date 4 September 2019 Drawn by: Checked by: _1 DJA/DCB/CLT WEM Third Floor/Roof Plan Job Number: 116139 igiri 20 C ISheet 'J 4C For Construction Set - August 2018 A2.3.0 Keynotes 0-------- 1. PARAPET 2- SINGLE PLY ROOFING. MECHANICALLY FASTENED. SEE DETAIL ht.1 '+, 20/45.1.1 FOR PIPE PENETRATIONS 3. RIDGE LINE MRDREN DESIGN GROUP,P.C. 4- VALLEY LINE ARCMhECIURe • SPACE PLANNING 5. PRIMARY ROOF DRAIN SEE DETAIL 7,9/A5-1.I 7650$.W.BevCland.Suite 120 6. SECONDARY ROOF DRAIN Tigard,Oregon 97223-8692 7. SKYLIGHT - PROVIDE CRICKET AT HIGH SIDE OF ROOF CURB - SEE DETAIL 77/A5-1.1 Voice..503-244-0552 8. ROOF TOP MECHANICAL UNIT -- PROVIDE CRICKET AT HIGH Fax 503-244-0417 SIDE OF ROOF CURB - SEE DETAIL 11/A5.1.1 9. LADDER - SEE DETAIL 14/A5.1.1 10. ELEVATOR ROOF VENT, 3 SF MINIMUM 11. RTU MOUNTED MECHANICAL SCREEN 12. ROOF HATCH - PROVIDE CRICKET AT HIGH SIDE OF ROOF , , TT /;� �',� O ^ O T CURB. SEDETAIL 79/A5.7.1 I7 Y Y Y 13. WALK PADS I =J 1- I I I II iI m' I - 56'-5�j" 48'f 9�" I3'-2}" 48'.f s. ® 42'-1�" II n n ;- � �� . \ I ¢ ¢ I 1 1 I i i O I r _L _ 1 I - no S f - - - - - I - - - - _ oi I - - - - i ! 3056 'y < W�Lr E. R._4 ___ - - - - - - - - -- - - - l_ - -1 --'---- -._ i I 7 14 OF 10 • • I ». o I I I I I 1 I I 1 l Li_ 4— . . ... - - -- - .� - 19 :0 11 EET-- -rri=LL-z ,/ I O SLOPE? , , O , 1, ...,• 0 of W I I „.,., I I I © . I — 0 o , 1 �OAE SLOPES — ® i-+ \N__ � _ pi•• I ••IIII��IIII � 20 © 1 I I — — — i — — I — — I 1 — — III - - - 21 1 1A\ " ■� 1 T-5 Owncr: } JLR1 , /', W I I I�� i I I I LdJ o I1 a ® ■ cv a 1 w N 1 I I Ii--------,0--r a I I I _ __ _ __L_1 l 1 1 _� I i�. --f l I - - - - - i T- CD 720 NE Grand Ave. I — 75T t — O Portland,Oregon 97201 i � II'T(9) III I I I I I I I I I I I — -- I I I I I ,ai i id — ftAt — -- — SLOPE, -, ; ,l _ _ 7.57 IM1 � I i I , I I I 11 I I I ® 2 e RFI-109o Profeet: . - — � o New Building © - _ -I. - - _ —i 3T •■ — --_ — - - - - - - - -il _ - -- — 23 . L g-6 I k I _ I I I I — ■■ = I I I n 1 ST �� r m., 6T — lo �'/ I I I ,,Lop, 0 SLOPE, I I Portland, reg nylon 5q Rd. � 0 I I I 1 , . t 1 � 4 -- a a . _ a I I I 1 I — — I 1 I N / 1 0......'5)}: y �]I O Sheet Title-. I� u �._ _ _ Third Floor/ © - - Roof Plan - Wa South 1 m.4 14-I#" yy I I I I I I 4I 1 I I ® I I € ', ' 11' Revisions r SLOPE SLOPE? N#,11e z 2s N.1.1 MS 11.11 O C(.mleel4 Pin(Ta1:Nnpuve 3 l5Jur9c19 4. to Jur Slip TVFRCutn,e,n CWSSminal SLOPE SCWS�C nn mar Cly W18 6. anna.X36 I I I I I I c ]E Jury Zpe IS 19 Avgw 2111 COM[awn.. Far Colurume Ye A 21Avfx Ale 10.Cm Coma — • .• • • IM ' I SinxeW d M Rnrw Germ lemon i - ih — - - - 26 II ----) NORTH I I I I I I I I I 58'-4#" 4a' 9i" 13'-21" 48' 9A- 42'-1 i" • - 2_g;^ - PAVILLION a i 75'-2i" 32'-.3i" 9'-7r 23._1. _ 23.-9. le-6i" 23._9" 23.-7�. 42•_ii" € 1• 3 Ii�� i . I 1 in .D1111.OREN owu Ll DESK.MOVE.P.C.,]0te.E p Z RlwrS KSERVEa m i J 209'-1 i" sxe%oRARINos ME r�RROPERry OF I CENTER ] /r NNWER,L.OEPT Oft RE THEMCPRAPITTEPE Pt-lhA111 NOT S Mi oF mum.115E0 CR RWWins:➢ci n,F Hlj) 1- < J K L M N t) P Q /� ///// Date: 17 August 2018 C1 /j �/� Drawn by: Checked by: e DJAIDCB/CLT WEM Will Third Floor - Roof Plan - South SOUTH Job Number. 116139 ��. Key Plan Sheel 0 4 a 16 For Construction Set - August 2018 A2.3.1 Keynotes C- ------ I. . I. ACM METAL PANEL, ACM-1 2. HORIZONTAL TRAPEZOIDAL METAL PANEL CLADDING PAINTED , *` PRISMA JLR CHAMPAGNE METALLIC 3- ACM METAL PANEL, ACM-2 M�.€)REN DESIGN GROUP,P.C.� AROeJBCTURE • RACE Y1.JINNFQ4C A B [ D E0 5. ROOF AOCCESS LADDER 7650 S.W.Bevelasxh Suite 120 RF1-108 MATCH LINE A2-3.3 6. PARKING STRIPPING 7. HOLLOW METAL DOOR Tigard,Oregon 97223-8692 '" a2 3 3 8- VEHICLE RESTRAINT RAILING ALONG PERIMETER WALLS Voice 503-244-0552 9. WALL MOUNTED LIGHT FIXTURE. SEE ELEVATIONS T/SLAB Fax:503-244-4417 n 220 563' �` I T/SLAB ! 10. STAIR WITH CONCRETE TREADS 222.125' ,d 11. STEEL HANDRAIL, PAINTED • 72. RIDGE AT SLOPED SLABSLA 0 - _ - - - - Y - - ,1. ;� -I - - _i_______i______ - - - - 13. VALLEY Ar SLOPED B ‹_--- ( T/SLAB14. PRIMARY DRAIN 221,760' • 15. SECONDARY DRAIN ® / / T/SLAB = 16. STORAGE STRIPPING tit / / 221.427' 17. POLE MOUNTED LIGHT FIXTURE - SEE ELECTRICAL s--0 I I I v I- 1 I - RFI-97.0 I - ' 1 NQ O 1 -T/PARAPET = I � r/SLAB =+78.-G" " I I 4 `liervf .® 220.990' RFI-97.0 S � t!-- .---'\___T/SLAB = T/SLAD = ]C7 1411 El E. R. . 3056 _ . 220.958' 221.323' / 41) 0 I 3.85> : 0 OFA` v 3 f- !.II a n As i.z I'FI-97.0 .• /SLA: © 221.836' T/SLAB - 220-563' T/SLAB 1.5� / a .. • RFI-171.0 - .:., : ,. 222.125' SUB-65.0 _ •.,„_:•' . I / 1 I < 5 7 • P vK 4� 4r;7,,,_Q elko / // // v / / p C N 7/SLAB / • Owner: •21.667 ©\ /2' JLR • T/PARAPE7 - /81 `'� 225.427' s'� ..!,!/...., Vim\ / / / / be T/SLAB - Ark .� T/SLAB // T/PARAPET 221.323' ` ® ,�q° 4-S.444444444., � ` 221_917' / 720 NE Grand Ave. 225.427 ^I j �T ` 0 O / Portland,Oregon 97201 / 7/PARAPET / � (MAIN BUILDING) _ • T/SLAB 7/SLAB T/SLAB = i/SLAB /� 45,� � . / , ,. 225.573' 220 688' 221.240' / \ �� T 221.281' 222.125' •F!-I ,��IIIIIIIII O .I i A43 Aa.13 7/SLAB ,/ 4��., 215427PET = Project, 222.125' ` A /SLAB I p :,,,,I�_ Q 710 New Building -� ��"� T/SLAB = a 221.448" /PARAPET I ii 221.375' ``. 225.427 PARKING/ ` Q 227,927 ® . •` I I _ 367 GE / *******p T/SLAB = 37575�2a 5-F 7/SLAB .0-0 10 11 /4 221.323" I \ S2 XITS 25.7 `', / 220.709' = O \ O , ` Portland,Oregon SW ton Sq Rd. 1.2 © T / T/SLAB = Vig T/SLAB - K I o 222.125' 220.958' 1 "\ 1 _ 1;1' 4*** / ® t` - - - r - �N-T/51,413 = RFI-722 221.323' _ T SLAB - Sheet Title: • 221.857 / Third Floor m , tj Plan - Center T/SLAB ' 220.688'-, 1 _ *.i. vi It** / F7-1 L RevistonW i _____1.5,,c-- in T/SAB /� ijoilb / 221.163' I. vrn 20u z 15 EYy,20u -,.....„1 I! T/PARAPET ,^� . ' ARFI-122 TM�omPPe=m 225.927' 3 1sx..20ie a Ea a.,.nle F T/SLAB a 9awr 2016 8 IDJWr ane 15 - - IIWII JIN IIIc NII ILII II IIII till it l�lll Illll ill till 11 II '� „LAB _ �� / 221.857 `�'41brP'h 1 I ` r r 16J1.0a:u c 19 Mew 2018 7/SLAB = LJ T/SLAB = // ` ` DDDr ao For Cu•wenmSDI 220958' 2 1.323' �f1 221,168' ' I. 24 StnerunlK Rr Ea orer erlgram.WI. T/PARAPET�'i,F1-283 ftir I li. 13lrvtli AEB 12 Ch Gcvyi in All 225.927'Ali 225 427" - ' 9RFI-1 • c•."i"`".v,. c�"ia`"°"" ` �3$ / NORTH 1111, ® vs. F / --- -// / PAVILLION Ei ir ?1 © `P � 7/SLAB - f 'CENTER eiars PFSEPDm YEMEN DESIGN crew'..P.C. AM AK A•/ n1ESE DwnB,DS Ara na PISCPary a S 7/PARAPET - 1.14.111€4.,T ea,Mn,n[POW.rNRrEN AV225.427' PEINISswn a wu>tme DESIw GPO"P.C. ,,, 9%. I1 i j Date Drawn by: 31 July 2019 1 , Checked by: Q SOUTH DJA/DCB/CLT WEM At Third Floor Plan - Center e Key Plan Job Number: 116139 Sheet If� G S 8 6 ©O For Construction Set - August 2018 A2.3.2 Keynotes Or I. CONCRETE AUTO RAMP, 9.25% SLOPE AT TRANSITION RAMP, 2)1 ..._ AT TOP AND ROTTOM, 18.59% SLOPE AT CENTER SECTION OF RAMP 2. HORIZONTAL TRAPEZOIDAL METAL PANEL CLADDING PAINTED MILDRFN DESIGN GROUP,P.C. PRISMA JLR CHAMPAGNE METALLIC ARCHNBCI IRE • SPACE PLANNING 3. POLE MOUNTED LIGHT FIXTURE -- SEE ELECTRICAL A I 4. SECONDARY DRAIN 765(}S.W.Bevelalxi,Suite 120 T OI I o on Q 5. STORAGE STRIPPING Tigard,Oregon 97223-8692 I 6. PARKING STRIPPING Voice 503-244-0552 7, HOLLOW METAL DOOR Fax:503-244-0417 8. VEHICLE RESTRAINT RAILING ALONG PERIMETER WALLS 9. WALL MOUNTED LIGHT FIXTURE. SEE ELEVATIONS 10. STAIR WITH CONCRETE TREADS 11. STEEL HANDRAIL, PAINTED I I 154'-701 I I I 12. RIDGE AT SLOPED SLAB 1, 13. VALLEY AT SLOPED SLAB 24'-4d` 30'-0" 23'-7�" 24'-44" 30'-0' 22'-6}' n 14- PRIMARY DRAIN {I r /n\ 15. AREA DRAIN 34'-44" 27'-1N" 11 I q I I I I 3 5'-3i" rl o - - 0 I "6 I I I I 3 1 � l E. R� I ry ry J'OF (10 . © I I ©1 eit ® - T/SLAB I T/SLAB = T/SLAB = . T/SLAB = T/SLAB = 7/SLAB = 1 ' . _ 2 ^� fT- ..„.. „J�-� FT/PARAPET A "n 0 O n / 225-625' RF1-159.1 •, .3_23.54 • T/SLAB =- 220.583' Q - - - `Wit® - - ,�.� - 0 .�. O A\ 7a- I PI L I- Z. - A o e 'a - RFI-2 1 / Owner, v N \, 1 T/PARAPET = T ! 0I , JLR 215.594' 7/SLAB ul } 212.458' } ® ,1 e 1 220LAB.97 = 7/SLAB = , 0 220.979r� 212.094' RFI-119 / I I 0 ' 0 • - - - „ - - - - • - - - - - 127'-6" ' - n - - 720 NE Grand Ave. r/SLAB = 7/SLAB - / O'J Portland,Oregon 97201 220.948' 221.315'J v \ <2.74% °i Lr ',° 0 a • Q //�T/SLAB -- 0 , Protect: 12 ,! 222.125' New Building 42'-6" T/PARAPET = < 0 !� RFI-94.0 221.620' LAB (V 0 2253 3 i"I I-� r/SLAB - [A� 3.23% 220.583' n'5 t I 1 0 I to-57.1 0 - -- - 1 ' - - i4 - - - - - - - - - - - - - - pF. I`T/SLAB = r4.e L T/SLAB = T/SLAB = • n 121771, 0 0 8 10125 SW Washington Sq Rd. 218.120' 218.a84'_. - A ) I 1 i = 1 W Portland,Oregon RFI-119 I (y- T/SLAB = O7 220.729' . tn N / - T/SLAB / • s�•, T/SLAB - ai y P4 I 221-240' / ,'/ 220.781' Im I T/SLAB = / 0 Sheet Title: ) '.. T/SLAB = 221.313' /� :_ ` /// I© STID NVAIR-4 T/SLAB = ® 221.760' 220.563' ` `�,,'- Third Floor I /--''' / :� - - - 6 Plan - North / I �` �� 0 23-0� 25'-6" JO-5>) IB'-8^ -•- `::•. / T/SLAB = T/PARAPET = T 220.27' j • �� ( €:•..; �/ 221.026' A 225.427 I \`\?"`'e' :.FI-97.0 <3.r2 < 54'-8" I 1 cv 111) T/SLAB = �i / 227.215' I A Revisiom ]. ]1 RYy 265 5 Nay 1 2 2 1011 A RFI-97.0 __-- ��_ 04© O a ]s.a.,.n]e 4. I8.11.4.201e T/SLAB n 15, T/PARAPET = WM�"'= cwssr /r a 2Juy 2016 s ]2JWP mle rsrt. ® i 221.323' 225.42Y G�rse�.= COOT Omura 0 1. ]6eWy Mu 6 19M�JR6 _ 1 -CZ7 I 0 T/SLA9 - - - - - PARKING / 7/SLAB = - - - y1 - - - - - COOT Cann. eacr.w=emex 220.958' STORAGEI 5 e r 222.125' re;:-// ,�� a 2.w,.,.�,6 Iv Ie rb.�2o1a 301 / T/SLAB = / A g.,r,".1 IN..In'e' Caner.�.�` ({( 220.958' II.on Gore • 37575.24 S.F. / General xe.w.e /100= 375.75 8 52:Ex1T5 2 1.55 I 2._- _\ I % NORTH / % a A N 24-8i' 7'. PAVILL10N I 1 I a, RFT-108[ , I T/SLAB = _ CENTER rs C6:5653,vc.,'' eu, 00 0 r/sLAe = 221.760' i T/SLAB = 3.1 % - n 220.563' ® - - - I - 222.125' / - \ • 221,42 - - - \\\1 ? 221.427' PEW. y.6e ,- _ .o a BE USED GP 14PnoPIGED n VP! Q -I - -� - 0 PERMISSION ME Wei i TilE PRIOID.RelO!lTPC. ` MATCH LINE l\ \ A^ - Date 17August 2018 �_ ®en e> A 2 3 2 Drawn by: Checked by: SOUTH DJA/DCB/CLT WEM a G1 Third Floor Plan - North Key Plan Job Number: 116139 -.I 11711 Sheet ,___ D 4 8 6 For Construction Set - August 2018 A2.3.3 Keynotes O- 1. ACM METAL PANEL, ACM-1 211rwwl" +- 2. ACM METAL PANEL AT RETURN GLAZING, ACM-2 _ K5,3,.: ACM METAL PANEL, ACM-2 O 1 T O �'-J 4. FRAMELESS GLAZINGAMIrT T R ES• Sil GROUP,P.C. I7 I T 5. GLASS DOOR ao�urectvwe • �wcE PLANNING e0-0" 6. SOLID CORE WOOD DOOR 7650 S.W.Beveland,Suite 120 A 2'-9" I �\ I I I 8. ACCESSIBLE TOILET ROOM Tigard,Oregon 97223-8692 7. BASE CABINETAND SINK 5D'-8�" I 23'-6]" 13'-p 9. GYPSUM BOARD SOFFIT A7 8'-p' A.F.F. Fax:503-244-0417 1 �. G709-001.. vole 503-244-0552 0709-0014'Jti". 15,-9" A4.5 15'-8j- 15'-8i" _ tr'-51- I1'-5.1" 4' 11�" 10. RECESSED HALO FIXTURE - • I 11. SUSPENDED ACOUSTIC TILE 2. 2X2 GRID AT I1'-0" A,F.F_ Baa . /7.1'.-11r43'-3" 1.-11i7.,,"1 4,,..--1'-4. -6 I qa.5 10.-1112. SUSPENDED GYPSUM BOARD CEILING AT 8'-6" A,F.F. • i 2'-1j" 122.95 S.F. 13. SUSPENDED GYPSUM BOARD CEILING AT 6'-6" A.F.F. a - - - - - 'II I /700 = 1.23 � 14. PARAPET t -`1-_- Bald \ A•EVI,S 1 S L°1 15. SINGLE-PLY ROOFING, MECHANICALLY FASTENED 0 �tl.. • I I 0 - - u 1 M7 - - 1` nfOCE LINE . VALLEY LINE 7'-10# L 7-10} - I I u;y 5,-11" II 7'-1D}" 7'• ,1." 15'-lf" -3�. 13'-j514" 10'-4�" �� i ® I 78. PRIMARY ROOF DRAIN a•_1 - .{ 7 O.„..7 20.ROOF19. NACCESS LADDER DRAINDARY ROOF 0iph 21. ROOF ACCESS HATCH 22.KEY SAFE 13 4 I= 23.GYPSUM BOARD CEILING AT 11'-0" A.F.F. e in n �,`1 1632.01 S.F. 4 1 ® RFI-257,0 /100 = 16-32 i� . NV ,rt " ry 24_INTERIOR ROOF DRAIN NOZZLE AgOyE 1 © 8:EXITS 1 ..4.1....., 2245.9111 25.OVERFLOW ROOF DRAIN NOZZLE - SEE DETAIL 14/45.3.2 ©2'-G" ( 4'-1 " 1 �1 7_pb" 1 ' 1:1 2 I I 0,--N26.MEZZANINE ACCESS LADDER '8''' •• = 7'-10 `� T-10 �I T-to T--fO 5'-1t" ® a 1 �2Z FIRE Exll - EE DETAIL 13/A5.5.� I 1�,. --^_^--f- -'j----1- - I I-' I 44 r _ y ' 1 RFi-257.0 �7� •fes rte-- �" ! i" I i- I i. ,� PAel A O II A>r Li! �■'� © © j A it EI EOSb 2 A { FA w L1 R. • • mIl _ �7 / 7 - - J .7 o 0® 2 O 0 010001 4'oli01 A ® EI S.F. RFI-65 EXEMPT M� Pavilion Floor Plan Ai Pavilion Mezzanine Plan NIT 0 4 8 16 A/ 1 4 76 I I I ® Q Tt)WI:cr' JLR A4,5 CO I 0 ® I I r7�i111111111 1 1i1• \1 111111'�� O - - - - o o `; '1 - - I Co:� I 720 NE Grand Ave. Portland,Oregon 97201 . . . p-I ( c-3 ) © OMR - ■,1■ii ■i - . .. �_. f - - ® 11l1l11111 ■■■a■■■ _ fn�r� ® oil.. r, _ _ - - Project: ® O © ® (:)// New Building alk Pavilion Reflected Ceiling Plan ilk Pavilion Finish Plan Q ]0125 SW Washington Sq Rd. Portland,Oregon Nip 0 4 6 16 Mr 1"'"" pirmirmiriiiirl 0 4 5 16 G709-001 Sheet Title Pavilion �� O T ��,, Plans ..._.I I I • � T A4.5 fib\ Revlstons 0 [1:- �� II [. II eYY 211e 2 16 MAY VII- - - - - - 0 - - - TYYID.Le PW ClmeY RrSP. 1 ]SMa2316 4 16J,w2216 i NFP Damm hnW CPS■, a 6 SCror A/ 6 12JWr'7)II I CMS sorra. DODrCamera. il AN I 3 I 7. ® -� - iL 1 •_3- aoor� I ca,n.n fal/ l w.va�m9.t 19 16 7,_0•, 4 � 1 4 _ I a 21ng.l mr, la Ie r+Re..mle d se,rn,w vl.,W.,e. Grow a..w. �/�} i ,.., 11. 1SsYrm5019 12 On Ery �,/ __ : GIruIIRw•un C'rIrJ Prawn NORTH Ai Lyint ,, RFT 16 1CZI 0 FVI 4 1 Ai '-'Y 1�' PavrLuON 1 CI 0 I CENTER marsMURES LL P.P.C..2519,A mums 0 11MSE GRAPHICS ARE IMF PROPER 1r OF u7REA PERM.MOW.P.C.,AMR AIC MOr TO 6E USED IA REPRODUCED DI ANY M.911,01.ENCEPI PM ME PRIOR PRIITEM �� Pavilion Roof Plan PEIM�D„Cr �a�.c Date! 21 March 2019 �� Pavilion Floor Box Layout Drawn by: Checked by: 1 ' 0 4 8 16 II" 0 4 5 16 SOUTH DCA/DC8ICLT WEM Key Plan JobNumber: 116139 Sheet For Construction Set - August 2018 A2.4.1 Q Q Keynotes Q-'-. ® l A8OVE © I 1. ACM METAL PANEL, ACM -1 J O © 2. ACM METAL PANEL, AT RETURN GLAZING, ACM-2 3. ACM METAL PANEL, ACM-2 �. ..,� ^•i,.M...i}..i.":,i' 4. FRAMELESS GLAZING .� �� \..1.1), 0 I. I o • , 5. GLASS DOOR MILDREN DESIGN GROUP,RC, • .,; -'i i 6. STOREFRONT• ARCHITECTURE • 'Ace PLANNING �,-• r ,,i3.0.."0.1.k...,,, .�!0,, • ,a,9 •R}1,...... 11r 7. HOLLOW METAL DOOR 7650 S.W.Beveland.Suite 120 Pri - - • .•J 8. SOLio CORE WOOD DOOR Tigard,Oregon 97223-8692 CO O r�1.7 5. 9- HIGHSPEED OVERHEAD DOOR WITH GLASS PANELS Voicr.503-244-0552 10. RECEPTION DESK Fax 503-244-0417 �,:, 11. FRAMLESS GLASS WALL 41 43 ® • " 12. CONCIERGE DESK A , •ULE • 0 I� y : 13- BASE AND UPPER CABINETS AND SINK 2 __ ® f. LILA, a, 14. ELEVATORNE AS2.1 �i !u��_ o-E 5 ..}. ..i].P...}.Ii_.i}..ro-��i .o- 75- PLANTER - JLR - F - 017 -w rw7 �,, -i•1• }'-- g r A 16. LOUNGE SEATING - JLR - F - 200 l �+' I._ g.: 17. FLOOR STAND LAMP - JLR - F- A05 P G709-001 18. COFFEE TABLE - JLR - F - 010 _ ; " 79. WALNUT CLAD WALL PANELS 9 ! !RI RAM 1,--i ? 20,WALNUT CLAD BRAND WALL © - 910o-# ( ` - 21- ACCESSORY WALL FURNITURE - JLR - F - 193 -- _ 1i11'' N 22.CONFIGURATION TABLE - JLR - F - 183 ' • 0+477" IN ® 1 23.INSPIRE WALL FURNITURE WITH DIGITAL SCREEN - JLR - F WM C ^ 0 is �I'- 15'-9" 24.LEATHETR AR LOUNGE WALL - JLR - F - 197 ��, nz\ I I o ,r'- $� _ ® 226.LBOAUNGE SEATINEJLR AR RUG2 RFI-279.0 Cr; RECEPTION ilk ='1' ,, RFA 27.LOUNGE SEATING - JLR - F - 201 �.<,C1\ In 1 0 �� Al �7 -- 110.7 I 28.LOUNGE SEATING - JLR - F - 026 UA�'l((`/eP • V-I � r, .,._„ �" 29.TABLE - JLR -- F - 028 f 3• 12' 9r 10' S�" r- '-1�" ��H'i `r�+., t 0 10 , 30.BUILT fN WALL STORAGE - JLR - F - 036 .c......7 �.XS Q 31_ BILILT IN UPPER WALL STORAGE - JLR - F - 038 ;iitkee:w3o5, �r .zPI - 1 32-BRANDED GOODS UNIT - JLR - F - 053L -A J 1 ,M•• . - , �, SERVICE - 33.BAR STOOL ® ctte - 4. �, ..�.,.,_.., ._.. `- re•:.,1 - -mpl..: l 40 - �•� :--t� � Li 34.INTERNET BAR UNIT - JLR - F - 079 ' �®• �,� ® �`• v f _ 35.INTERIOR STOREFRONT GLAZING Rpm :�4 G:' I¢ = s. / 4oRfiTlr 36.WALL HUNG BIKE RACKZ-4 41 OF _ AO:it, .41. ."14 71 ' ,• I 37_FLOOR DRAIN AND SLOPING SLAB FOR FLOOR SCRUBBER ' I - I+sERVICE / ti" iiii A541 ru - - Ilk- ® 38.PROVIDE WATERLINE AND HOSE BIBS FOR FLOOR SCRUBBER o I AOMIt;R LES CO 1- OR '`='- "" ,h• �d - _ i k �"�' p 39.RECEPTION DESK LAMP - JLR - F- A02 ® �`- - P17-- 7"�40.ACCESSORIES UNIT - JLR - F - 052 I v - 40 ..p..-,1' f �� l„-•'•, F 0 7r15.-9' 42.SECONDARY 7�' 4L INTERIOR ROOF DFRDIN A- s I la- 1 Lira (= 1 IY _! �• :� - ROOF DRAIN WITH DRAIN MOVERFLOW NOZZLE /^� 43 SECONDARYOZZLE - n� 44, 4.-0" x 5'-0 STOREFRONT RECITE WITH SELL T 48" A.F.F. �� - �.0 �q: E _ O I1 II O dI :I• 45.82" DIGITAL SCREEN IN PORTRAIT FORMAT '*„ 46.SALES DESK - JLR - F - 029 N � _ �n 7 11, 1 mai n.i �, . � �� 1,,,1al._.,i�� - ,/�• b 2 I ld I r. 47.HIGH BALANCED CHAIR - JLR - F - 202 A r 11 14 % g 48 WHEEL TOWER UNIT - JLR F 057JAT A7 JAGUAR SIDE, -0¢ Ark - JLR - F - 05TRAT AT LAND ROVER SIDE �1pJ ott '� a9-BROCHURE UNIT JLR - F - 159 qiP N `; .. 8 11,1 2'-0 " 72 1 6. * ALIZATION 2i 50.SILENT SALESMAN ,;. O o ,fin��„ "-' ,. *� /�\ ® 5 = 51. SERVICE SIGNAGE ro 0 1 34 • �49. ".` O i�iii yy,,� - - 52-55" DIGITAL SCREEN } O nP::Moto SUE-49_n � a = il 111 LE A 53.INTERIOR STOREFRONT GLAZING WITH SILL AT 48' A.F.F. L JLR -01Q.. , 1,�R-F�16 r -- .ii . _ _ +i I 1 ) if ' , �,. Ilu MII ® ,.� Owner: 0 i' 9 n t � � � OM ® RVi E JLR ® i ; CUSTOMER i� 1 _ IIB I N /SERVICEMA .•. Ak g • ; EI 8 H A 0:J 7 g ✓,. 1PJV I-- 14 JLR-F OfO `,.), 0 ip-....„ . * f 2 012" lag 41 _ ''• SIIIn LE VP IIN • 2. I, C 18 ,tri - .• 6 _ 15'-10}" __.. rii x 720 NE Grand Ave. _ 4 ed l NI I RFI-I ' r� - :+4ua.o'sal:is•'_isLi9 1I9a-..tbA0aSSdt:�a�i.I:.,._+.1 ® Portland,Oregon 97201 �1 --9-d •• ^ti '-3 1'�3 ikrt '_o u ` �� -:� �' ,411,11 4� ? - J ,� 12._0" 23 7�" ,y.. :93 l2 - i _ �. - ._.� •• `.'• 7 \ 991-it-eirII = 7 \ •. A5.4.1 C RFI-231.0 I-- J� JI_ _J �I `` • l�` dogib" iMi 0 �a;. 4 ryN' �' s Pro 1: Vir a, // �` , 8 RFI-239.0 New Building 4 *404 tiNgiv - -...� a0.� 1 -)) �� • . 5 so '4r`r� RF�i ` '" ti 1 I ,� I JLR-F-2205F " li , >, 5,3'10 '` M 0 0 I •, 1 .... 11f7. 1.jO r�� N i• ,fi F 1� n�� • t�Ii! ;•' �' ao ,5� '*1 IIR," 90� 10125 SW Washington Sq Rd. AI �. te �bGE 7.` Portland,Oregon •� U ® 33 4 • N! ,,,,,,i,.•r..o r►'i�F!!•. Ti•aBi•414 ®® ` I PJR lir j RFI-239.0 !1 ' y ® 29 28 ® 4s a7 II ry Sheet Title: 3.p" t� ,7i' n �,.�.w 'x"u a2nim N • ,'-z .:eCt�,>::tIti+Yr4D :a._&,,,Kto:xo:a aa.a¢xv `�. CUSTOMER �] ;.,,, ' e}• ® f: , J 26 27 L�IIE ,B \ Enlarged ® • A it RFI-239.0 - r _ OPEN I ill I ® ! OPEN r,. DESKS SSS DESKS �� •.., _ - - - f ® Floor Plans 4 7 JLR-F-R • �:�i:!i ir;.Ehi�!Z.;y►G�rc: •-749-007 0tt f 0 .1• - - lit - II �' - Aj� Tod ,, - ....1214 R,-r`"p , 'I l �' r. 1' � t4. 23�'f� �� sue- .o © _ 4 �1 I �.1,. 741 11 . IW,41 :1 1 5 T 1 . cD 1. �.rit lt: _ i } � o • • 0 gi" 24 ?.L.� ...J ___,;..i.., i3 Revisions: 'IF,' 9'-8' `a �iZ ,J I l i. 4'-4" A5.4.7 ii ---- - - c� '1-_ a-4' .I 8 3 f i xJb .l• 3-1 1. _ L. /I rarmla z Z,M.rm>e r4= { A�L L; • • _ I®��,iI . I Ili-_ 1 f - r rvwocmmn• PwGmtRmpmQ MR c•,R,�• cwssa,uR.1 1 Ir*31 r.-7 -y{ �iI /C r , Iry /l i, 0 A ISM]1118 a 11,8882715. 88, ,: ' "y X17,-7 I �1 BRANDED- -M■ a a�. ale 0 Iz.lvl m s • - - !t-1_ - T an � >r12.8.4 2018 -4 ; - / BRANDED 0709-001 _ I - _ ® fir,Vr cwsccr.r,Rnn ODOTCT,,.1011 ._.. r. slum -<I =m E. ..1..o-,T ® 3•-41 O I I� •'S-' T. 1648,87818 A 19 Au,.7818 { 1 0709 001 0 Enlarged Floor Plan = _ _ s2 wcrr F.Cm%4.1855. GyA N 1 32 I� �� \ �� ¢ i � PJA of a 28 August s,,,�,,..IPM"�ia<.r. ,n 19 wp.�,��,a P3R L- 72 iN ona.1 ]1 •- 11. 19 Hutt 2519 12 0.Cc.. L/ • r •ti � w g 1 RF-0t!W a}' _ _ ARI6tY4:.111111.1.:1 rt_ r �-'�}' [� '�-•�•-+ aS _ I.. U a , _ tis Gem ae„knx Cgv.l Revhba �� 0 1 2 4 8 „,,,,...,....,•.,.L..,...x✓ t.._...,.ii\ 5 ^ •+ _ + 9N� b _-- y�.,.�r�1,. -.-- • - il - r. 9'-I}" 1E-512" I 1,_3" 13•-1i" 7, 3' I _1 I1'-5�- 9. 1}., r �■. P ii i i i iiFF . -,5� t ® ® rte_ , ^. Parr - - I. 5 :Z'r p //--�� l _ _® - _ ® N 7371-1--77 _ pian 9DESI N GR P.P.c,2019,Au l�) { _-Cir-a� �® ` 0 CID 4. - _1 I14 N �, I _+ {6, . MESE MAMBOS ARE THE PROPERTY Of - ? ` ADMIN rE0E9 r Cu r+��qC�° �1roREn DESIGN yam.a,c.uro Aar ry ® -'- i � .�j r'�. - `--'/�3� • nor To BELOU.OR REPxO/NCEO 1M 4•r _' - -I, air ,;, I l;l: i •FOES AL F " I B, MANNER.EMEP1 MTH THE PRIOR WITTEN } 1 517 ~1 I = Mr D i i IL r-1M1 1E1 1 I ; PC.1551.OF AIILOREN OEVC18 GAWP.P.C. t0`1 a 1rwi 0..1,_..7:1'_,-,1.0..0.4111....!.-:8:0,..7'....010... .,t}.v. Q T h I'- K'1 I f - I ® �. III. [v O j':<> � ©: m K I] ' 1 g ® Dale IZMaFCh 2019 z ��y' '' �f 1 Wit" I LATERAL _I _ ''I fi E} 1 _ IJ Drawn by: Checked by: . 1 __:. 7 a!-. 1 d-- .'i-' r I - DJAIDCB/CLT WEM 41.191.111.52m et T t I 1a'-5' • fr1 J >'-s" 1, 'P.7r i 7.-5i" 10'-5�" Job Number, 116139 - � - � � .F.1• 1, I,z Enlarged Floor Plan 1,-4" $ HEAD '" �'�` 4. Sheet �� SUB-72.0OPPIPP 3 n aged Floor 'Ian �� A2.5.1 A2.5.1 ®SILL For Construction Set - August 2018 A2.5.1 � 4 8 Keynotes Q- �. Q O F ,� \ \ \ O i- HORIZONTAL TRAPEZOIDAL METAL PANEL CLADDING PAINTED _ CPRISMA ER TAININ NGE METAU.IC / +�5+. fea `•++��*I-- I_ - 2 CLADDING RETAINING WALL WITH CMU ABOVE WITH METAL 21 .m° - Lin ® 1 ,/ •pie ��:''*y` � .3 STOREFRONT DOOR MRD-L7PCTIJRB •GSA®N GROUP, PUNNING P. •+r ` 11`4. 4. HOLLOW METAL DOOR +�i• ,kir \ 5. SOLID CORE WOOD DOOR 7650 S.W.Beveland,Suite 120 h.e..•AA-..+••,•.•.•.w•. ...•.A.•.•.•:,.•.e•.•w•A.•A.•.w.i��`�++• / +�f \ / •�� \ 6. OVERHEAD DOOR Tigard Oregon 97223-8602 +• ' 7. IMPACT DOOR •• ,•rr. Voice:503-244-0552 40 �' 4` �p� / �•y�• / 8- COILING DOOR ABOVE PARTS DESK Fax 503-244-0417 / 4 29'-l0- ! :+• ?` r• I yQ+' 9. BASE AND UPPER CABINETS AND SINK I�I: • y' /�' _ ,+�5�. -,*i. 10. PROVIDE WATERLINE FOR REFRIGERATOR 11. In rim : 8` / ��;r 411,4..-40, �i±S I / 12. WALLMpOUN7 DTIC f SLIDINGDOOR FIXTURE f a 0 Aa Jj. iV ��9 A+ / 13. STAIR WITH CONCRETE TREADS P. - TECH •+• AAI•+ 14. STEEL HANDRAIL PAINTED \ I' •`,... TIRE ART .� rm I ii!� r�+� � 15. STEEL BOLLARDS e::GE r149� ir i' / i�. �+i• ® 16. PARTS CUBBIES 8Y RACKING VENDOR 119 r�5 I uMoO .141. ."-e-,,,,,/ i*' '+�S 77. SLOPING SLAB WITH FLOOR DRAIN • 16. HOSE 13IBB `�• ,./ CO - .'• Q ' .�*• , sof S, +� ,9. SPECIAL TOOLS TOOL BOXES -I' v • ' r• 20-HOIST 414, • S• 21. TIRE CHANGER n z2'-9d Is s-a" ,4 7� O ;. ® c7as-oo, �� 1\ • .. I / �i++ /I 22.TIRE BALANCER • ..•. I.. �; y - �•.'-�.•..+••• �.+•••-•O. •••... a.1 *i -� r. �. r. 23.TIRE CAROUSEL • "• _ •• ':�A•, is `e --r`ay. *�: ; / 24.BASE CABINET � • 77 •�.«!„+� ++' :•afa. / gip'\ wN 25.TABLES AND CHAIRS BY FURNITURE VENDOR IAA K. rte] +�+ ' rgr .p•�i•• NE- `-+L'l;�y• seg ��: • +f '. a+ ` .� rte r�+• / 26.VENDING UNIT Aft • -r1G1 4. 7n I •�Oi +S� --:. �,*'' ��++' 27-WORKBENCH AND TOOLBOX _ 5`moi ' J• `S, r� •� + r:L! A.A.� `-`.'.o- i�+ . �wS` I 4 28.TROUGH SINK �� f� ' +' .r41. 0 .- see ® 29.BENCH l• •..,0"., i. / 30.TWO TIER LOCKERS .Gtr 3056 H I r9G1 • o 1-121E1- 4 +Q `-.�:.i�i •� 31. SHELF AND ROD I ® T !i -I As-e.l A. \ `'``:r►'s- �* '+••�r, / 32.LAUNDRY BIN4c0..pli qfp� MI I �' v J 3. �i!• ,` �iI� Ar �p 33.ACCESSIBLE SHOWER ..1 _ I !7 a STOPED \ .+•01 +s' L 11 : e-I • i� 5708 GE I \ -..+*�+�+' 3#'+ , I 34.SHOWER O >!. LICE L144°i \ �° i;9 v / 35.BUTT GLAZED STOREFRONT WITH INSULATED GLAZING OF •F L;,r y9 I Si`e{ �!. h ��? 36.2'-0" X 4'-0" TEMPERED RELITE WITH SILL AT 3'-0" AFF j.�! ',�I ,1 =.,.-,� �; I a��••. 4/s / 37.4'-0" X 4'-0" TEMPERED RELITE WITH SILL AT 3'-0" AFF I 'VP `,', ?} I ''''••••• ;? 38.a'-0" % 4'-0" RELITE WITH SILL AT 3"-0" AFF .� F �I - e. PARTS • ,t Il!i I •*•:14,i�i�'. '•r/ \ J/ �rA.•....:�. �w....•.i... •�•• a _ PPP. �I iMP' ' 148 • r �•+••. tm 1 J i I 1 RIG! 111 = r P• ,RT5E 1113 1 . , GTOAOI 0®' I Ali 1 - i V� SPECIALI411111 A TOOLS 7i"` 3i" ;91 •V�. RFI-3.1 �� T-4i" 14-611" 147 I r .�' i�I 1r---7 •� 1 RFI-9.1 J�J�� .� ART E •••••.`r ,.I • ' • }CI II 7`3 RFI--239.0 iJ0co •*••�• /7 d i x91.11 -• PIA I I Q ® -•i �a• .-9 N44.• 6 Owner. •"i'� •r o•�hAl N �X� S�XX 6 J� ...Z.46.72111 4' 3' 2" �' 3. h r.K7,1 ' AI - "° zd"MCIo - - /m Q - - o - 7 JLR • I r�.a. 3 i • Li.r, NW /f,�11 ;gyp,` •a I�r ns�� - © , � '• �gby, ' ,,• 9. I- TIP • x39© - PA SER h Q7Ji ` 7)`8, `'' e e `- r ;a ® I tf*.lea \ 1 �' © 720 NE Grand Ave. I I�• ' ( co _ ,� lip ,4, a Portland,Oregon 97201 .y' �� ria . •L . mo o. m a � '; s. 'r1,t.71 .7c7-7.777, r3Y+l IT fag 4.7 AA I ' / ,►,ice a_.._ ,,, •i►,•r�"::;:'';:;:;;,,, \, •sarii `y 's �' ProJeck 'fir �` �-5'-7}" \ I.r.► Y.v' - :•. •`�- New Building / I Ii ` ' o! �' '� mai 4 co v _ I ra V , •.2.1M •••••• •••••• gPF elP4t'47' .7 66 10125 5W Washington Sq Rd. • Portland,Oregon ; ► � �� o 1.._7.4 AA,- ® 1.-4r ro �r32G 7 lik �' Kali ; 1 �'�` ,�` 4'_11 " Ifo 12•_II�- 3'-101" \. �. 'I' ow.. ,`: 1 4 ' I' : '� 140 _ _ }-_ 'Apo. sheet 7'i[ler.Weal ^ _ ra;,�, _ r. Enlarged • Ir r rA o oI - _I I r �",,M'. trs- ��/� Floor Pians '''. lii• ..,. it � �j p� { A _ vor -748.0 Anklyir. I irof tt • 0 / /L .. ( ® �10O ii Revisions �S .� / II 1.10 2016 1 2,e1,r Ale t11/ RI t ' „ 0 / 0 a 1S.re2011 f. N.W-e WI • 1SVRE • CWS& aul li r� r. •', / S SCon AIb e. 12 My Alb _• I ® ' �, ' O CIS Cm,m,b WOf 6nnvYr COY rC mmn Ew CwMnclm Sol 1 ■ CC A,pr 2115 IC he!Member US lit J ,.IP,P.. _ .R,... 11. 19 P/mb 2019 11 OnGarla :1 CV/ I der off. r r z N. Ili o QQ m �� . O O I ,y picots0 4 . ESEIGI,GROUP.P.C..101A ILL �g `/ PIMrS PESERVEam \ 1 'rim Eti➢AEN EEPIS GS ROUP.P.C..,E ME Pri AK • _ emER.F[YPT MM THE PRIOR MITTS i - 5 •za� �^ 6b.2 •,or TO SE usEo aR RpR00.1CiD w Atli • MIC•O<WOPE„DESIm,POW. .G ��• Date 12 March 2018 11.11 G709�-0�O ° 35 \�� 0/� • �•O� I �, Enlarged Floor Plan Drawn by: Checked by: �O OO -/ 148.0 , DJA/DCB/CLT WEM I oO OO :...„ Job Number. 116139 �0 1 sheet On) Construction Set - August 2018 A2.5.2 0 0 Keynotes _ .........., .• T-5, I. ACM METAL PANEL, ACM-2 > ] } 7'-5d. 2. TEMPERED RELITE IN ALUMINUM TIMELY METAL FRAME liq -_. 3- HVAC SHAFT 5. SOLID CORE DOOR 0 q4.-1- 0 5. Two WOTIER LOCKERS MQ.DREN DESIGN GRQUP,P.C. 6. PROVIDE WATERLINE FOR REFRIGERATOR ARCHITECTURE • SPACE PLANNING 15 ,6 23'-8i• Q in • 7. BASE CABINET AND SINK 7650 S.W.13eveland Suite 120 rxi RFI-239-0 2 1 8. BASE AND UPPER CABINETS. SINK Tigard,Oregon 97223-8692 -Tt'AtZA'J ,,- lo:.h. ;.J.l..;":;,:,.�:,:.,: .a, 1,•0'. - 9. ACCESSIBLE TOINK ROOM :,; _ Q f0. JANITOR MOP SINK WITH 4' H 4'PLASTIC LAMINATE AT Voice.503-244-0552 a' ■ - `_ _ir - - .•• I _ • ADJACENT WALLS Fax 503-244-0417 ._r,.. lip ! ��' .1w �l ti. KEY SAFE F.D.I.C. 12. SOLID SURFACE WASH PLANE WITH THREE LAVATORY UNITS 13. SOLID SURFACE WASH PLANE WITH LAVATORY LAM -" Asu .S RR . _ 'S I 14_ ACM METAL PANEL. ACM-I PR ❑ ❑ •' i5. SOLID SURFACE VANITY UNIT - JCR - F - 055 ®a.. ® r •1 16. TOWEL SHELF - JLR - F - 055 277,97 S.F. _ 27742 SF .. Q I7_ BABY CHANGING STATION i - 18- SOLID SURFACE WASH PLANE WITH ONE LAUNDRY UNIT Kr ��„_. �� , RFI-239,0 I 19. SOLID SURFACE WASH PLANE WITH TWO LAVATORY UNITS • "�/%f if 1 r .. r.�t�, 10} 5-5} 5-11 ,'_2. O �I--1I Ta;Ii } .I ,2 ALJ . iZ 1 0 r4' Ark 1 y1" • B�" ® 1'-v ® 1 i '55 vp E mm _ CV .?!' 7,, .- :. PP-- ; 21-wil j�_j, s I 1 cr�v Lt E. R. z ETa a r / r�a i 9 " kiki �' " o� 3056 ;AM At _ oq Imo, «' r^ ® hI = �li1P� Ii ('� �1� 0 - . =•1 I 7 . • I I,:,y • §I 1 -_' V ° I d j 1 o - ' �� — — • � . ® -!125,71. = ' d ='Aai}.E ,liC� lT •.•i !:i�.:1 r. :.•.•f:- .2.3.1 / f 7 .'��.ti, i , /J I 'S�;LBF�Y" :.M.iS',y.��E�y as.2q : J) -.— rr .,.a..e..t.., u.asar. . �R.S�II14 78 14 • _ -A 1 I \9} 18i,. 1 I WV 0114) 2 1 .5.3 Toilet Rooms 1st Floor ATI 2 Pavilion Toilet Room `, 2.5.3 Owner: `� JLR 720 NE Grand Ave. /t 5-) 0 t •,.., Portland,Oregon 97201 . .. ..._ .. .. — 10,, , L _, . ..._...... co 0 . . . - I =„ COMP FLI•� ; 0 • a. • - 1O ® • $TOR ICE SII ® Project: B4BB9 10546 S.F. 104.89 5-F 643169 [[, ,.05 • [100 ,.05 79.47 S.F. New Building • B:Ekrrs 7 B:EXITS 1 /100 = 0.79 • ' • B:EXITS 1 1 rm • A67 DI ,I • S • { t 10125 SW Washington Sq Rd. 0 6'_4 g'_3 5_3 5'_1li.. Q irk Portland,Oregon NW IT }9 Lrs_� . ... ....„,_ rr.a ,r, ,, =ilc s , N ( BREAK / O �, y i. F.:'S RR 1 Mil Q �.' RR LK © ROOM 214 I . / 2 O Sheet Title 3 • ='• '� i Enlarged �::• 84669 rt:iT^ ' 776.05 $,� \ 178-49 5-F, _ © 473.35 S.F. • :3, y EXEMPT 51J• ' I•_2i•EXEMPT �,0i. . /15 = 31.56 " CONFERENCE 12.>E I B:EXITS , RSM Floor Plans -1..-3"- 3'-4 5'-0"� s 1 *-4 q-0i -. 215 /� - 84089 ti> a --` /1 ' l 0 572.44 S,F. S _ y E * /15 = 38.16 t� _ Al I B:EXITS 1 i I.4f II 1�1' I © nIP RCYI5SOIL4 © e L uMayZIE x stay mu h V d 173 - U N1G709-007 Q `f s la Gamm l lehrc20it aii ; iali ErgE oo Irvwocax.x.,u t,.,mee�x .. S Ei.danrti•I L _ ._ _ - ary All Gamma a w t.wynJt �� CASs•.,e ooarcr.xv�r. T. 16.Nh,ZIP A IV AAA.Ala ao oar arm.. Fa Cnnl N.a&-,I I I I - 26 a AAugust asa It IG Nwwnbr ZIA J Stricture Pm a..rr a e.al Iw.n.. O ATAI i2:1131 O II. E2Cbr&2019 It On rang n n n r 3 P AJC t"" • crxnr R.PA.a. Orlral Rmm ® 1 A I(;L----.1F.204lQ I m 14 ,4 SU8-+3.2 Taillr 1 (M Toilet Rooms 2nd Floor RRnaEN 9Esla .P.c.,zav,All 2.5.3 Rso.rs RESEnrto i THESE ERA.ANOS ARE THE PROPERTY Of _. unmo.DEW..reap,P.C.,MCI.0 P*1 re BE usPo ort REPRoon1Et Ix Ai, .Iu.IEP EXCEPT MUM INC PRIM IAIPTEN PERMISSION OF YILGREN DESIGN OROLP.P.G. Date 12 March 2019 1 Drawn by: Checked by: 3 DJAlDCB/CL,T WEM i Job Number: 116134 Sheet For Construction Set - August 2018 A2.5.3 Keynotes a- 1, ALUMINUM COMPOSITE MATERIAL (AMC) PANEL - ACM 1hetr.0.0.''''"'"•.--- SUNSH/NE GREY 2. HORIZONTAL TRAPEZOIDAL METAL PANEL CLADDING - MILDR£N DESIGN GROUP,P.C. PAINTED PRISMA JLR CHAMPAGNE METALLIC A .Nsa • PLANNING 3. MOTORIZED OVERHEAD GLAZED DOOR 4. STAINLESS STEEL BOLLARD 7650 S.W.Beveland,Suite 120 5. STOREFRONT DOOR Tigard,Oregon 97223-8692 6. HIGH SPEED 12- HIGH GLAZED PANELED OVERHEAD DOOR Voice 503-244-0552 7. SfGNAGE PER JLR STANDARDS Fax 503-244-0417 8. STAIR TOWER - CMU PAINTED TO MATCH ACM2 9. CANOPY - ACM 1 10. ALUMINUM COMPOSITE MATERIAL (ACM) PANEL - ACM P 2 CHAMPAGNE SILVER 17. FRAMELESS GLASS DOOR 12. BUTT GLAZED STOREFRONT 13. GLI GLAZING WITH FROSTED JAGUAR AND LAND ROVER GLAZING MANIFESTATION 14. STEEL COLUMN, WRAPPED WITH ACM 10/CONCRETE BASE 15. ACM 2 AT BEVEL AT GLAZING 16. ROOF ACCESS LADDER 17. ROOFTOP MECHANICAL SCREEN - HORIZONTAL TRAPEZOIDAL METAL PANEL - PAINTED FRAME JLR CHAMPAGNE METALLIC 78. ACM-2 CAP 79. LANE MARKER 20.SECONDARY ROOF DRAIN OVERFLOW NOZZLE 21- ALIGN ACM PANEL JOINT WITH GLAZING BUTT JOINT 9 404, A43 R A4.2 P A45 0 TY M L ©mi K J ��BEYOND 3056 .e-, E. R.r fi 0 0 O m 'ay TOP ff�� 1 oxen"S 'i% PARAPET I I I 1 Yid..tea,: OF Og" 1 1 JLSirG UA►Fa LAND ROVER ER - TOP OF PARKING DECK III ��: 0 _.__._„ :0: �, { 1 21 2i TOP OF I - _-- TOP OF o PARAPET i PARKING DECK /C7) / i'. 111 / / 10� ` I9 E0. gi 1 F h5.3.1 PORTLAKD ® Hd EQ _ 0 .,11,__ n I + - I, I Owner. V JLR TYP Elevation 0 0 L TYP. r 0 13 0 n 0 0 L bb-n 5'--,[r 7'-104" 7'.-10}" 7'-10}" 5'---Or 5'-11r 7'-70r" 7'--1Cr" 7'-101,• 5'-11r 0 2 4 8 16 ABEYOND /\ 720 NE Grand Ave. 26 25 A,3 24 O , 20 a4z /a t7 Portland,Oregon 97201 8 6.0 I C 7,.' A �' 1.d.., l BEYOND EQ OVER RECESSED ENTRY I I •' -- 9 EC 0 I I O 1 1 f D , I Project: New Building (-9)--) 3 IQ BETWEEN COLUI/INS 3 EQ I- S. OF COL TO 5. C COL 2 EQ- HANDOVER TEl SOUTH OF COLUMN 3 .Q A7 HANDOVER 1 -- I0125 SW Washington Sq Rd. Portland,Oregon IEr{_I I E I A9.1 0 fx ■ /"� 11 Sheet Tit let 7- 4 M • . _..- ( I North and East East Elevation 0 ,2 n ,4 - m a m ® m - 0 Building bb-r. G709-O0, Elevations - 0 2 4 8 76 Showroom Revisions I. ❑EYy2011 2 2!May211 +� }_F I rvwD mnDnn Man Check R•Paue I! Y 7 r p 16 lnr Cannes CMSS...AAP > ! >�Y } E j� Yf * 71[1 C 1ANy."011 R. 12Juy Al6 CMS Qelmnm °DDT Orem= f_t� F4 r 1.' I. 16.05 AD! A. 11 August Ale COOT mh For Oanlrvwim Sp }I 10 f ' I ,,I.,:,6,5,. r ,- f Y�' 1 'It V.T4 T i�1 1 'F I ;': •1F 1 ASlnsn24 nl Aural2013 Iwenen Ic.,nY Pr.. 0. II NonntAr 91e ii V It.hi CUIM ,I ° 6� ,y �..5 7�y �� 1 0. �_ 1 f r 11 1 T 5 C®+i nr.bae aS -�f ,eA``;� .im 4 e` rs ,\►//'� \ ` I t �It x ti 1 'F'x yi 'wS 1 \�` ,.....".7,:,.. ,'..:*.,:„-oas,.*::.'Y" f r.f kr-s • Y �. 11 kf �Y�^3.i Yk,S y 44 44416. a \Ci . H � � i� 1`1 1 Y W .✓ rS0V�%_t° 4� I yY 11 E I k1 # k • �VM 001 _ �� 4 �5 yid 4 ! ! { I 11 1 - ,��i�i�' i rR h} r ,y 4 11 1{ �Y 1 a a -, ��- t• �` P ;L MODREN DESIGN 71018.P.C..201.1 NL r \ ` mews mum* g y' E y. 1NESE ORAYNNOS APE TME PROPERTY Ce 1] �'� PCF TO De USED 71 AEPrtp aOOO M ANY 41*Pi YRMEN OF'SIGN CROUP,P.C.,AND ARE A1' NEA EACOPN PITH THE R 1P'DAMEN dy PERMISSOI Of YIl7EN DESIGN POOP.P,C. } Date 12 March 2019 1 40P Drawn by: Checked by: DJA/MCS WEM Job Number: 116139 Northeast Perspective Sheet bt For Construction Set - August 2018 A3.1 Keynotes C)------ 1. ALUMINUM COMPOSITE MATERIAL (AMC) PANEL - ACM I At......,...., SUNSHINE GREY 2. HORIZONTAL TRAPEZOIDAL METAL PANEL CLADDING - MTLDREN DESIGN GROUP,P.C. PAINTED PRISMA JLR CHAMPAGNE METALLIC 3. CANOPY - ACM 1 AR HTTECTURE • SPACE PLANNING 4 METAL AND CABLE GUARDRAIL BEYOND 7650 S.W.Beveland,Suite 120 5. STOREFRONT DOOR Tigard,Oregon 97223-8692 6 HIGH SPEED 12" NIGH GLAZED PANELED OVERHEAD DOOR Voice:503-244-0552 7. SIGNAGE PER JLR STANDARDS 5. PARKING DECK FaX:503-244-0417 9. ACM 2 AT BEVEL TO GLAZING 10. ALUMINUM COMPOSITE MATERIAL (ACM) PANEL - ACM 2 CHAMPAGNE SILVER 11. PARAPET SCREEN WALL WITH ALUMINUM COMPOSITE MATERIAL (ACM) PANEL - ACM 2 CHAMPAGNE SILVER 12. BUTT GLAZED STOREFRONT WITH GL2 GLAZING 13. GL1 GLAZING WITH FROSTED JAGUAR AND LAND ROVER GLAZING MANIFESTATION 14. HVAC UNIT 75. HOLLOW METAL DOOR AND FRAME PAINTED TO MATCH ACM 2 16. STEEL COLUMN, WRAPPED WITH PANEL - ACM-7 17. LIGHT FIXTURE 15 ACM I CAP -- JLR SUNSHINE GREY 19. ROOF ACCESS LADDER � 20. SECONDARY ROOF DRAIN OVERFLOW NOZZLE 7a\ 27. ALIGN ACM PANEL JOINT WITH GLAZING BUTT JOINT 22. STAINLESS STEEL BOLLARD 11n.! TYP O ©O 0 4D 0 O ® v V56J (i)® 20TOP OF Fir Y) ( 1 1 PARAPET -0.46.40 LJ / LAND RO\/CTS Ei, EP ,.... _ . imp, , _ _ �- - - , , I 3 4 - r--._ ---..-.- III I , , I TOP OF ` ..--- _ PARAPET "�' 0 In rn - / '. i OE_I. 1 L - -- f - I R _, z. • N, JLR JLR ® South Elevation 0 0 0 0 0 173 0 Li ,9 „ ,6 A n bb_n /� 5'-,1d" 7'-10}" 7-10}'' 7'-10$" 5'-11i"5 5-11 d" 7.-10i" 7.-10i" 7"--101" 5'-118" 0railimi 2 4 9 15 �e� 720 NE Grand Ave. A A A ,t Port land.Oregon 97201 t 16 19 0 3 ZS 0400-/ qs) i . A1.3 �� {I I 11 Q i -1 71 846.0 Q I 0 J / ) Project: I i-' III I 11 E 1 1 1 1 III 1 111 III 1,1 III 1 I III / �l :::::0 KDEC -- . - - - - - - - I New Building r f PARKING DECK .,':-.:::::-.,1,1:::;-. .._.:__..„ . . . . " ' `" 10125 SW Washington Sq Rd. , , . . , . _..._ � '°a Portland,Oregon ., . . .. . . ,.., w .1 1 I 'r7 Sheet Title • �I c,. ''� ( � • South & Partial West Building West Elevation 72 d 9 2G Sb_� / , Elevations - Showroom 0 2 4 8 15 .- rP Revisions i. 117YYID0 z 2574y2]15 - pr TVWGamen= Fon Ova Regime \ r I 15Ju4515 A II Ann FVFRCommet TWSS0m7[u \ 9 9.1,42115 0 12.11.42101 CWS ma... OGOT C.o.. 7. 11J117 2011 7 19 AukAt3015 0110T Comm*. Fr^----951 I N Atom 2111 10. IS NweTLr IDIS 9nenr•I Pin Renew Geer•••re1= 11. an Gvy G...Rremirre Fla '� / . fiy.r . i/// \ mmlass nm P.FG../O1•.Au 4." 4- i�`�^ 'f r '� �/ �/ ��r :�� MILGRoaESIGN A9craPaoPSxrraF 1 ION ,ESE 11 OFSIGN 411G11P.P C AM AMC NOT TO DE USED OR MR.:POOLED 14 ANY MA'AM,ExCEPT MTh MC PRIOR NR17501 Pt/41415W,OF 0411.CREN KM.MOP F C 1 '`��`\�Nit,r0,01\ � ''r'',+ � �/ Date 12 March 2019 \�\� � � I Drawn by: Checked by: � �� DJAlCLT WEM Southeast Perspective ��\ ��' Job Number. 116139 Sheet bb-'7 1 For Construction Set -- August 2018 A3.2 Keynotes 0'---- L '---.L ALUMINUM COMPOSITE MATERIAL (AMC) PANEL - ACM 2 7'ILI CHAMPAGNE SILVER 2. HORIZONTAL TRAPEZOIDAL METAL PANEL CLADDING - PAINTED PRISMA JLR CHAMPAGNE METALLIC MILDREN DESIGN GROUP P.C. 3. CMU BLOCK - GROUND FACE OVER CONCRETE RETAINING FOUNDATION WALL ARCHITECTURE • SPACE PLANNING 4- METAL AND CABLE GUARDRAIL 7650 S.W.Beveland,Suite 120 5. METAL OVERHEAD DOOR - PAINT TO MATCH ACM 2 Tigard,Oregon 97223-8692 6. HIGH SPEED 12" HIGH GLAZED PANELED OVERHEAD DOOR Voice:503-244-0552 7. STAIR TOWER 8. RAMP Fax:503-244-0417 9_ HOLLOW METAL DOOR AND FRAME - PAINT TO MATCH ACM 2 10. PARAPET AT UPPER LEVEL PARKING 11. FINISH FLOOR LEVEL 12. LIGHT FIXTURE 13- CAP FLASHING - PAINT TO MATCH JLR CHAMPAGNE ME TA LU C 14- CMU CAP 4 15. OPENING AT SECOND FLOOR PARKING/ STORAGE STRUCTURE � 16. REMOTE OIL LOAD BOX WITH STAINLESS STEEL SURROUND /8\ Z - SEE DETAIL 1/A5.2.3 ��^ T ��^ ,.- ,-. , ,,r,- 17- SEE STRUCTURAL FOR CONTROL JOINT LOCATIONS 18. SCUPPER AND UT - SEE l t 7 T T T 1 6 7 (7 1 ,,, i 8 I 16 ll L2 13 14 15 VIEWED AT ANGLE 19. STEECAR WASHESTRU CTUREOEE DETAIL 8/AfLg20S/AS.i.2 AND jjr iii I I 21. STAINLESS STEEL PIPE BOLLARD _�,T I I I I I I I I cC�►yJ ARFI-186.0 1111111111.11111.11.111111 I • J'rt T' ...... _ •..__ T. 1,. , �- —/ 1 _ "� f 1 C r �' -1 r fir■ C] ;LT E. } R. A.ti^L. ._-,... - - --- - -- - �- - z•. _ - ( � -r•` fe,v-,-- _ -Lit . // / . 111 111i�/i 0w-0 :111 � . -�-- --- -- OF 0QQ "' . r � n ..a:. i r r A . ....I .. - - • 4 `1• """ -M41‘' -X-.. .'. - ,tr � __ GOG / _ 2:Al11AUlM :sm . k ® rI x9/2727 : ,i „ ,. , ' - _ v -. ^ \r c7 c ---,- r r 1, r .rrr , ` � , .- H- —_... Overall West Elevation I i 66-n _ ' v-r-1-*44 .. O 4 8 16 32 /3\ Owner: 0 B T T T 6 To �* BEYOND L R7 1 I II I I • �j RFf-166.0 ® 1P �r.� ©� i r�'r A r'V�r AA • �� 1 , TOP OF PARAPET I '\' '�' , _ 4kaJI - rr 31111 , 11E1i 1 720 NE Grand ` { wlrw■ /i 1 OAve.= r \ ! Portia g 97 201 PARKING DECK'/,'/(((I l IMIry Vtl '' yam. 4 ` r - lllr FINITIO FLo Emomommr • , r . T GR 7 �(�1i�" I. �'i A 1' / '4�T � � I 1. ', ' !.1..... .,070,.r r �r, �roP of 2ND FLo r -,r- !1`- 6 Sr� , , , , , , ,d, � d r y; �/- t rr ri , I PARKING DECK _ �' I, ,/, '�, ,\ ,\\\\ .\\\\\! \ \F \\\'\\\\.\I \\\\\\ ,\ r Project: w { Building a New Bu ld g AZ N �i r( S• K JJ Q 'r 1'i I�I T ACC®RNE \ T CONCREFE WALLI ' . ' ['T1 I I ' EL+ 9'-S"AFF E� LL -WALL \ 1 iiiLL _ �� IJ CONCRETE WALL fiiii I I /- !-9'-1'AFF EL+/-7'-1-AFF `© TI CONCRETE WALL ' fl+l-I-ll' I L EL+Ls'-v'ON • TOP OF 1ST FLOOR SLAB . _SEL190.5 (PER CIVIL) 10125 SW Washington Sq Rd. E _Et._] 1!CONCRETE WALL 4AIPortland.Oregon West Elevation EL+,-,-S F .. bb-n . O 2 4 8 3 Sheet Title West & South Building Elev. - Service & Parking 8 9 IO 11 7 ®,,,,1„.,,,1„I:,:1'1.:,:11 l3 t4 15 J 7 BEYOND Allnii II I 1 I I I I I ® B Revisions: I _ _ _ .. - .. . _ - , r 'I 14 15 Fl - -. , . �� 13o r 116412018 x 2•-MuyXIS t ��1\11�111\111�11�1�\�1�1�1��1\\1\�1\� �1�X111'1\1 � ` ��111 ">� � �� X1111 ©m - © o TvFn'MUD °° '&R°°� • ��1 TOP OF PARAPET r r r r r r r, ' n _ MSCu .9 AO is a im a " , r , r r r r r r r , r r _ — l �� - IS lu 2616 d 12August E116 r r r r r , r' , r r 'r. I � rr � 'ti 1 ' G T. , rr r r r l !' .- ® arrrc E � s� r „ r r r r 1 . , Lam' >V�\_A r; r T// ///// ' , , 7777'/ ////r'//r ,'n 7 ' ,'77/7.' '7( '77/'/77 ,'1 1 '' .r r � 1 /' ( PARKING K a 24A.curr2)a. 1C, 16N ale r r r r r ',J t'. `, r ��\.A-� �!E isw / TOAPOG3DEC © Strum.RunR<kr Omn'Remwe 1 •�0� (( .�— ( .��E� I r r r r , r 7%777// !w ® — , e 1OOn.ng ulu,Nrrma 11 r' Y ! ��1""./".!" ' �� /�/(" - r ! �� ww 20 BEYOND - —_ - FEE r !0.1-1.,- .'n1/4 3 3,C�S 3\ 1 \ 3 3,1 \ 3 1 3 I 1 �� i'i. / T � � 3'3 7 \' /' \'\' '\' \ \1 `\ \ R 3, '\' I r \ '.' 3\._\..I_ 3 \ r 3r \: TOP OF 2ND FLOOR 7w _ = ._ M M -- P -FJ - r\'r . : _ PARKING DECK -TOP OF PARAPET . ... _ - u 11 ti EL- +16.- • 0" r q._..._ ___-... -. 1 � L P ^ r , r r r r r r r _ , �' .\\' 'I \\' \ 15 ,wars�w� it 7 �' A5.].I� •.cl r r r www t r , r r „r r r r r r .` a > '1 Irl I I�I -�� : , „ r r , r . r , , r r r r r r , r , r r r r , r r r r r r rr r r �� !. i ! Hago mw.P ma u c ,-, :-, r , l //r I .__ ._. .-!! _-.---... ! r > vw RIGHTS RESER,ED C tl \ r r , t r r , , , r r rwrr �'1 w!. - - - , r IV _ — - THESE ORnr,xcs ARE TN PROPCF Ir OE T7�--`r wr • !!■ 1 r NEER.DesrcH rx«P v c /HO'} j' !r� !k.maNPI i0 BE USED CR REPkpgJC£D IN yr I !! .= NM ��. — - _yl 4III2SE0221.N a MILS EN DES1Gl�f OUP.P.C. • - . . �J.,__-__\._ -•_/ r , , , r1.;+,.(-f!-(f�`i(-1-1-1-1-P-fri"TrF'1-(?'-F-/l,4,(-/-r' . (/(I'((I'1,1,...L1 r(l((!( , �1 — -I iwriw w iI EL 190.5 (PER CIVIL) EL 191-0 (PER CIVIL) �� V�w3"rj f = _ - _ .-_ ._ L _,1 ' - - -, _ _i r.., �r '_.'_1 r r 'I , _ 5,.( [,"'..l�!',�, ..G( 1- .. I .ww I'iEirr V11 70P OF SLAB AT SERVICE •• .• of _ .. - - -, ,,,: .=-_,--y-=.: IkllL: 17 August 2918 . 1 ii 1 1lCONCREFE WALL Tl CONCRETE WALL CO 0 NorO m TYE'. TIP. I ® ` © L 0 Drawn by: Checked by: EL+(,7-II"AFF EL+(-I'-0"//AB\FF\ •, 0 © m © A } DJA/CLTr WEM c West Elevation ' 20 CAR WASH STRUCTURE ® /\ South Elevation Job Number. 116139 bb-rr bb-n Sheet O 2 4 8 0 2 4 6 16 For Construction Set - August 2018 A3.3 Keynotes Qr-------. I_ ALUMINUM COMPOSITE MATERIAL (AMC) PANEL - ACM 2 hq CHAMPAGNE SILVER 2. HORIZONTAL TRAPEZOIDAL METAL PANEL CLADDING - PAINTED PRISMA JLR CHAMPAGNE METALLIC M1LDREN DESIGN GROUP,P.C. 3. CMU BLOCK — GROUND FACE ARCHITECTURE • SPACE PS.ANNNG 4. METAL AND CABLE CUAROPAIL 7650 SW.Beveland,Suite 120 5. HIGH-SPEED METAL OVERHEAD DOOR PAINT TO MATCH ACM 2 Tigard,Oregon 97223-8692 6. STOREFRONT WITH CLEAR INSULATED GLAZING Voice:503-244-0552 7 STAIR TOWER Fax:503-244-0417 8. RAMP 9_ FINISH FLOOR BEYOND 10, SIGNAGE, PER JLR STANDARDSD OVER ACM-1 PANEL 71, HOLLOW METAL DOOR AND FRAME - PAINT TO MATCH ACM 2 12. PARAPET AT UPPER PARKING LEVEL 73. FINISH FLOOR LEVEL 14. LIGHT FIXTURE 15. CAP FLASHING - PAINT TO MATCH JLR CHAMPAGNE METALLIC 16. METALLIC OVERHEAD DOOR, PAINT TO MATCH ACM-2 17, CONCRETE RETAINING FOUNDATION WALL BEHIND METAL PANEL - PAINT TO MATCH 18 STEP AT CONCRETE RETAINING FOUNDATION WALL 19. 2x2 LOUVERED VENT - PAINTED Al 20. ADDRESS SIGNAGE - 12" TALL 21. STEEL BOLLARD BEYOND Mk 0 NV cp (o 9 A ts, TYP. BEYOND F 3956 1 G c-i) ® e® D .. . , . .T . . . . , . . . . 3. p444 1 E. R. ORFI-1A8.0 ® _(-r-✓ e20 10 \RFI-tfi6-0 'r, OF Cgs- '''':2' L #t;M/////MVI////I/ ■m 1 ., , , , 'fie' ,r TOP OF PARAPET • e -- — - T _ _- - _ -- -_ TOP OF 3RD FLOOR • I -- _ - -_ - IJ 1- . PARKING DECK 4-.• _am_ ' ti..•,�._.._.__ - - _ -- _ - -- - - - _ ,ti TOP OF 2ND FLOOR _ ��--�.....�.A•a._ -�""- .-- ,� - - _- : ,✓ I PARKING DECK h _. _.. O -- - - -_- ___ _ —_ _ _-... _ _ n fir; .._-mss - _ - - -_ - - --- __ _. _ --- ��I, w �1� 8 a -= - - -r_..Rs�l. ..... 1 ® a 11111 1%1 �� Owner. 1 R I-155_T L - �° I i' JLR OF 7.T .. ._.... FL.OR SLAB North Elevation - PI, bb-n 7171. 0 2 4 8 7fi /e\ 720 NE Grand Ave. 10 n © O n �. p p p ci) l.`, Portland,Oregor,972E11 YIT s • my ]3 �. .`A44 _, VIEWED AT ANGLE 7 4 2 12 15 Ii ------- -- Rail --- I' __-...... Project: • — — New Building AmmY === I im - _ _. _ - — � — • s _ 7. AZ in -- — — r.--== — — = Washington Sq Rd. _ — - _ _ -- � -- — —--- - =—_= Portia Oregon 41111 — - - Imo -- . _ � Sheet Tste: _ _ _ -__ __ ` 17 RFI-148,0 EL,90SiPERCNII} North East I PP. TYR ,6 L RFf-166.0 -- - _ _IOP OFIP FLOOR SCIS �( ] 0 FL t/-7-6' F ,� EL CONCRETE WAu T CONCRETE WALL EL+O'p Building Elev. East Elevation /� RFI-166.0 EL+I-7 AFF EL+7-5-0^AFF ELy-r-6'AFF �1 1\RFI-156.0 SUB-49.1 - Services & Parking Revisions I IITbr21! 2 25 835y 231b TVWO Camp. Pan meek Rnprae s 15Jme7018 C 15.54,2010 TVFR6...... cw5 stp4+ 5 9Juy351 C 12a2y218 CIPS m.nex COOT Camra T. 1522121! & 19/Wpm 3115 aeorcbm.a ra3bw,rm,SR . 21 Aural 3)18 IC 15 Nav,ber 9915 Semrtur*Irry Renew ImrR•.,... 1L 13 M..51]9 II On Goo, rank R.r.m Gertl Rep... 3 U2.ORENS CESIG4%O P,P.C..2019,/.L RIGIIRFSWT[9 Q F i hi TNE5E.OP O.re1GS O.RE.1 P.9941 0 Or 3 NOT TO 9E USED CRI IeE IM P4104 0,NIC PAVER.EXCEPT'T]. INE PRIOR MITTEN,P. rERu,ssla Cry In�x nslw may.P.C. Date: 1 August 2619 Drawn by: Checked by: WA/CLT WEM Job Number: 116139 Sheet For Construction Set -- August 2018 A3.4 o Keynotes Qr- ---- "fri 14Nu Aa s { { I ) Mk 1. ALUMINUM COMPOSITE MATERIAL (AMC) PANEL - ACM 1 4'-ir. 11'-5(" 11'-5� 15'—sr15•-8i" 15'-81Y 4'-11d" ® SUNSHINE GREY 12 _ 2. FRAMELESS GLAZING WITH FROSTED JAGUAR AND LAND MILDREN DESIGN GROUP,P.C. 0 0 0 1'-11�' 1 I ROVER GLAZING MANFFESTATIGN C I 43 � j O O O 3. SIGNAGE PER JLR STANDARDS � �e SPAPLANNING CH TOP OF . 1 4, ALUMINUM COMPOSITE MATERIAL (ACM) PANEL - ACM 2 7650 S.W.Beveland,Suite 120 — CHAMPAGNE SILVER Tigard,Oregon 97223-8692 I! PARAPET 0 I 5. ALUMINUM COMPOSITE MATERIAL (ACM) AT REBEL gVoice:503-244-0552 Imo- I RETURN TO GLASS - ACM 2 CHAMPAGNE SILVER BEYOND 6. FRAMELESS GLASS DOORS Fax:503-249-0917 I . o # - - ---- - ' I 7. CONCRETE FENCE WITH ACM-2 AT GREENBURG 5/DE, ___. _. Q PAINT TO MATCH ACM-2 AT BACK SIDE 1 jr 9 O 0 7 I I 8. METAL GATE - ACM 2 CHAMPAGNE SILVER Q � �/� n 0 I I 0 FENCE PAINTED PRISMA JLR CHAMPAGNE METALIC '( v - RFI-752.0 [[[\\\ p /j� WITH LANDSCAPE BUFFER AT GREENBURG SIDE - SEE -_ ._-...- __ ___ �'�-� i BEYOND / LANDSCAPE PLAN - SEE DETAIL 14/A1.8 rI.-�-^. I 10. ORNAMENTAL IRON SECURITY FENCE - PAINT TO MATCH ----- ACM1 SEE DETAIL 15/41.8 b+ (..,_-_... . �� I 1F. SCORED CONCRETE PLAZA - SEE SHEET A7.5 FDR 111111111 I SCORING_ ^ 12. 6'HIIGH 8UILGING ADDRESS SIGNAGE 001111111 - r� ,. I 13. 3'-0" DEEP RECESSED / COVERED ENTRY I 15. CAP TO MATCH JLR SUNSHINE GRAY CD5 A TO MATCH ORNAMENTAL IRON SECURITY 41)North_Elevation - @East Elevation South Elevation GATE 3.5 0 2 4 8 16 A 0 2 4 8 16 0 2 4 8 16 �S� �� RFI-65 3056 ,..:r E. P ‘41Z?OF at" 80'-0" 0 - 4I 7 I Owner. f / I • A a JLR15 6'.-101 43'-3" 29'-101" , 6 1 -) West Elevation 3.5 5 2 4 5 16 720 NE Grand Ave. Portland,Oregon 91201 Project, New Building 10125 SW Washington Sq Rd. Portland,Oregon • Sheet Title Pavilion Building 0 4%.,41 .1 . Elevations Revisions 1. I1 Ir Ale 2 2OPSyA1e TNwo[m.1.n Pinolsk&Epee. 0 Ie Jw,]Ole I. Ieimr MI TV FRMnnn C0S&h,oZ R RJwr tole A 17JWrana ms CgmN„R OWT Comm. T. IUDIY p16 1 Ip.,....t1e ocoTf wa+ F4'�dnc0s SR \ ` 4 x,ra 2119 ]o Noontide oneswn,w vIn o Revxw r.�Re+Nrn IL OnCom GSI Roan A I.N:o\ i 1%111111 ` h 41Alli. 0 610100N OES1CH GROUP.P.C.20118 111. RtalrS RESERVED D I \ / ` III , MESE DRNNINGS NE TRE PRo^[A1r 0f 1 e YWCAILORD.ERCEYOESIGN 6110 P.G..l i LRE \\.// ROT TO E uSEO DR REPRODUCED 07 ANY YWCA.prcCR I MN NE PRIOR 2(27. N PEReI55lO+6 4U-OIIFTI DESIGN GROUP.P.C. 11�� Drae. 12 March 2019 Drawn by: Checked by: E DJA/CLT WEM Northeast Perspective Job Number. 116139 Sheet bb-T1 For Construction Set - August 2018 A3.5 AI l7 '51) 8 l9 O. 21 ® m 24 0 25 26 ® —1._ II �_ ® �_ __ ®a. hq ........ MILDRENDESIGN GROUP,P.C. 1 .71 • n I ARCHITECTURE • SPACE PLANNING it 1 7650 S.W.Beveland.Suite 120 Voice:503-244-0552 �� i $ Tigard,Oregon 97223-8692 // Fax 503-244-0417 .J „roil', I I ,,. .....„____ a4 t P56 4/1,4W 1 Building Section 4.1 4 OF CO 0 4 8 16 • A Hak _ , „„,„ I J yy . ___,_ ,„.„ , , T T , T Q : j ,____ ,,,,,,, I I l {� � II ❑II MIIaIII•Ru l IAR ,!I II q� u�uu I I - iiii _.._. 7 V V 7 V 7�T.._. ► _.._I V1U/1V/1U/1U/117114/1Q/ VVI IQ/ 'V f -''. 17 , 1I II -1I 1 - 1I I ----, ® --- —. S I I �I a I I 11 1...:,\/\,i\p,,,/vv m I/\iv\iv),ii� Owner: . JLR 11 ISI I I I I r .I II I I t� II �r'n� 1 i __. W .yr w w �. ._ _ r , —'f—r I 720 NE Grand Ave. Portland,Oregon 97201 Building Section 4.1 o 4 8 t6 Project: 0 © T I Igar o Q O ,T.._ p New Building I E I • 1 — � t �s�, -- I I i y • II I I I Ponta d.OSW Weg)nington Sq Rd. .... -`-i- -- - -- -- - - - - ISI �' - - - ---- -1 --r- --I I - - I Title n 1 - Building ....�® , Sections 4.1 Building Section 0 4 B 1 F, Revisions rvwD . Min[luck Repnee r3� 4 5 6 7 8 9 11 f12: l t`, 14 15 Mo.2018 z 25 A.m16 O o, x -RC...m1a a 16.1211, rvTR Cnm,.N, crssbPNM1 © 20.-0.. `2'-g- 26'-16- I I Q E 9lNry MO A 12.114 all __ Cm 107 LIPS 0001-cLvram -1 1. )6 AAT AIS I 19 N C i 0116 )I —I— --------....11/4. — — ___.,__..._.. •- I _ _ °S w n PR Re Nr 1 1 - 21AAywt1°Ie 1:171.8.2 1 II —1-- ® I �fO�® � AFL-2.0 [ ,:a_r' � 1 1 i 1II i I MUREXO[SICH GAWP.P.C..201.,A. Min AMMO Il n no m J M �1 1 WORM MAWll105 ARE THE PECPERTY Of ORM 0E501 GAWP.P CAN . O ARE • NOT TO BE USED 54 RFPR JCEN 54 ANT SS MANNER,ETcPPT NON NWpmON WRITTEN I , • - PERMI5LQ1 Cr WIDREN DESIGN CROUP,P.C. I I Date 17 August 2018 Drawn by: Checked by: I DCB/DJACLT WEM. . I I � �•I • ! ”._�+�� — Joh Number. 116139 I Sheet Building Section o d For Construction Set - August 2018 A4.1 Keynotes O- --- I. ACM METAL PANEL. ACM -1 -/j....1Lww" '"'--. 2. ACM METAL PANEL, AT RETURN GLAZING, ACM-2 3. STEEL FRAMING - SEE STRUCTURAL 4. FRAMELESS GLAZING MILDREN DESIGN GROUP,P.C. 5. CONCRETE SLAB ON GRADE - SEE STRUCTURAL; - SEE ARCHITECTURE • SPACE PLANNING FINISH PLAN FOR FLOOR FINISH 7650 S.W.Eieveland,Suite 126 6. BUTT GLAZED WITH INSULATED GLAZING 7. COMPOSITE CONCRETE METAL DECK - SEE STRUCTURAL Tigard Oregon 97223-8692 8. VAPOR BARRIER Voice:503-244-0552 9. SUSPENDED GYPSUM BOARD CEILING Fax 503-244-0417 I0. SUSPENDED ACOUSTIC TILE CEILING 4It FRAMELESS GLASS WALL '2 r aro c,19 14R3 Te----, 3056 IY Lei dot R. w i 4oF 00 ® T/PARAPET T/PARAPET O RFI-2.0 $T PARAPET --tb- +35' 0�' • z6 zoo EL +35'-08 - 7 - / - - =' �- _ EL +35'-O " {/ WALL PANEL - Pi/-.- T/WALL PANEL cik T/CHANNEL/' ; I L +34'-1 %Z" - +34'-1 Y2" - - - EL +34'-9 4" 7 'R'"I I .:SZ. rua 1 eI= {TYP Iv I T/ROOF I J 1 AT/STEEL VARIES ,1,-11111.111111,11111111111111111111,` AT/STEEL VARIES s - - �.:.... _ AT/STEEL VARIE _ -----__-_-- EL - VARIES STRUCTURAL - I SEE STRUCTURAL � • SEE STRUCTUR r '��-----��` � de A 0 - II A .... .. RFI-194-0 PFI-194.0 F��x'- � � RFI-144.0 , i owner: -40 S40 - k _ . JLR s ti 3. a = Keynotes O- '- 1_ ACM METAL PANEL, ACM -7 2. ACM CANOPY, ACM-I 3. STEEL FRAMING - SEE STRUCTURAL ..4.t".""..'"....."-- 4. SUSPENDED METAL SOFFIT PANEL MIIDREN DESIGN GROUP,P.C. 5- CONCRETE SLAB ON GRADE - SEE STRUCTURAL: SEE FINISH A1BC}n7gC-Il1RE • SPACE PLANNING PLAN FOR FLOOR RN/5H 6. CONCRETE PAVERS 7650 S.W.Bevelatld,Suite 120 _ 7. COMPOSITE CONCRETE AND METAL DECK - SEE STRUCTURAL 1'igard,Oregon 97223-8692 8- CONCRETE PAVING Voice 503-244-0552 9. OVERHEAD DOOR WITH GLASS PANELS Pax,503-244-0117 10. HIGH SPEED OVERHEAD DOOR 11. CABLE VEHICLE RESTRAINT BARRIER - SEE STRUCTURAL 12- VAPOR BARRIER 13- COVERED OUTDOOR STORAGE AREA 1fr'-00110 15. STAMPED CONCRETE 15- ASPHALTIC CONCRETE t'9 % 3056 ALT E. R. . Q r 1< O RFf-283 T/PARAPET RFI-a.0 15 clillr SIM. OF ----- T/PARAPET --EL +35'-0�" �- �__-__-__- T PARAPET RFI-152.0 __ 1 $ / - - ______7..____„4„ _,,_ ._ EL +35 -58 I T/WALL PANEL _ RFr-4.0 EL +35'-088" -" EL+34'-1 3'2'�--------- T/PARAPET BEYOND 1 k A ; L 34'-1 r I $ T/SLAB ' 1 On EL VARIES -,� I • w I A A T STEEL VARIES- - T/STEEL VARIES - •••••• ....,_.....,,., T/SAAB ----_ r i $ /--------- ------ is - ' ► "�, . • l'W�Ylrrr $EL VARIES >' SEE STRUCTURAL - SEE STRUCTURAL - 1 r I A , /41-194.0 I • It '-.� �iL7_• - RFI-194.0 - •. © ` ' T OPENING __ / 1 I I 0 ® _r-- -I 4 ..LT/OPENING 27'-10" JLR 4. Ath IliRFI-152.0 �� - A 20 ck B/CEILING l w B/CEILING -- "a2.' ------7,_�._ _ --------_...-..-- ® M E -+25'-4 /2" EL +2 -4 2 Ark1 A $ B/OPENING 1 I RFI-147.0 i I 720 NE Grand Ave. • EL 23'-10" 1 I Portland,Oregon 97201 q -- 1 s s �► . 17 .� 1 0301 �, -I P2.4 I O - I, 1 A T/PARAPET 10 $T/SLAB __--- ril I "� �� RF/-132.�" 7 RFf-152.0 -_ EL VARIES • T/SI AB -__- ^I' Project: . 11111 •IASi EL VARIES �, a_ T/PARAPET 9,. - .a C� ►iylvivirlrl��g� New Building _ _ RFt-152.0 AS RFI-5.0 RFI-5.0 T_/.___ WALL PANEL (� i7...-41 /^� m•� --- EL +18 -48" RFf-31.0 I I- /1� /1� ' �I I RF1-194.0 _ RFf-194.0 = I I 1 T/STEEL •_ - 1 M� T STEEL .� / - - - - $SEE STRUCTURAL - - SEE 5TRUCTURAI • _ 1 10125 SW Washington Sq Rd. iT > . �� Portland,Oregon . IPA1- + - m • •' IP2`I I 0 VERIFY w/ Submittal • u ® i 0 1 P,41 s01. B/HSS HDR c, _ 1 I I ., Y i = . �\•:. I 1 B�/HSS HDR ; � ��,,�,,;\v1\ sheet Title Ago 1r/"��1jy' j \ +EL +I1'-10o" Pai film!' 1141+404 • B/CEILING tit N`hf�r1 I L ; �� ti\`��i ! Wal �__ 00/CEILING I _ -� B SOFFIT JST 1 - i I - 1 T OPENING ,� -__-__ �_ i B SOFFIT / I T OPENING ` \ ,-'� A -T-E-17. +10 -8 " �� 1 {'�"' I� ----1 -__EL EL +11'-0' s f T/OPENING_-- -- RF1-84.0 SeCt10I1S • EL +� �'" - $EL 10'-6' • ® s �R3o1 B/CEILING ri ri ) 4, Aft ® 8 - $ ® .L s , . , EL +9'-7" ciw RFI-64.0 41. s 1 R -272.0 AO s �}!� 1 I I 1 0 Revisions 1-48 1 10 1114 4I•.1R 9. 25 BL,2).1s 46 rvArDC•r • PW.01.41*Ppm., a 1se,[B1,11..91...1,11..91...S I TVFN9,.f oru MUW CWs9u . we L 4 }Q 5 9hJy 20186 I2.WP 2]]B A3.2.1 AD.2.1 CVIS Gomm. ODOT Comm4 T. 16.114 DIB 6. 19 Avow MIS we 4. •-i P24 i 1 , , OOfIPCexmn Fa Coxe[vetm2R AO Q I � I 95 JCM A11ed1 awl PI,Review 16 R dIIB -4, ® I I]. 19 N..&D19 12 Corm, 1 �' General Reeelve Ge.r.l Rerean we wle wewe I IID i� 0 _ - 0 0 O ® 0 T/SLAB __ I- I T/SLAB $T/SLAB I I ! 1 T/SLAB n _ • - - - -, w,ML !1 g FFE 19 0.5 re di 191.0 1 \'' ` • 1 $FFE 190.5 fi FFE 191.0 !!Ak�� 1 I •=v-_, .,-- n v.,..iL II$[ 1,11.. / •II1['II-[l ., RDLREN DESIGN GROUP.P.C..2019.ALL wags mom© 411-39.a RFI-351060-39.0RFI-39,0MIMI 11142E DRAWINGS ARE .P P40144TR OF RnnRer DESIGN GRGJP,P.C..ARD ARE TD IN RNV RA BE VSCD DR THE PR/OR 1 RAWER,FI er I'MIR THE 1114 041?.WITN PFRRry:,[0x a 1niDRFn OEWM ma1m,P c. Date 31 July 2019 Drawn by: Checked by: II Section 4 Wall Section n Handover Bays (-5- Wall Section A Service Area DJA/DCB/CLT WEM OWall Section 43 Wall Section a3 %Wa � .._1-0. -1 4,3 OHD #105-A and 106-A 4 3 OHD #131-B and 131-D Job Number: 116139 Sheet For Construction Set - August 2018 A4.3 Keynotes 0- I. CONCRETE SLAB ON GRADE - SEE STRUCTURAL 2. COMPOSITE CONCRETE AND METAL DECK - SEE STRUCTURAL 3. STEEL FRAMING - SEE STRUCTURAL 4. CABLE VEHICLE RESTRAINT BARRIER - SEE STRUCTURAL MIIAREN DESIGN GROUP,P.C. 5. UNDER SLAB VAPOR BARRIER ARCHITECTURE • SPACE PLANNING 7650 S.W.Beveland,Suite 120 Tigard,Oregon 97223-8692 Voice:503-244.0552 Fax:51)3-244-0117 o 4 E05 A 4,OF dl� I Q0 AI ®SIM. I ® I ® . 1'-58" A /-- -- Ma-147,0 RFI-159,0 1 / - 11GliI: , , — RFI-104.0 , IP1k� I . ( A © ' ( it tom- - " Owner: I Tom, .. ra i � JLo-_- - l I -�f I I • .I 1 m I I I o ' • P,I —inI• 720 NE Grand Ave. ' e • Portland,Oregon 97201 I!, 0 '10 ® Ill — W D I PIA�- i-.. I b Project: _l = ' �I =I.R New Building I 'M. ffiirrli rt IRFI-104,0 n /�� n v. cier —�--' — IIIINIIIIII/ � —.1 d • r. ; ® , -- s�It1111111/11 '-\ t® I I� / 1 I4 ± Fl-132.0 �i11 � / • ® _ ' rrl+� `PPI` le 444te/1 1111 , 10125 SW Washington Sq Rd II T' I I \ :+v\ m m Portland,Oregon I r----t1 RFI-132.0 li — RFI-132.0 1 I RFI-732,0 \_ -,Ir- / REF-159-7 1 l • �y71 I I C ;n RF1-159.17.1 I - —� o T QQy! _ '. RFIA. - 1320 , — .�. 4 S -- • Sheet itle 1. .I /� — t A Wail �- IP1AI p ,-- 9 1 PIA l"— Sections IPIA 1-i�• • • UDE 3Ln 9 o_ n o W to a N r • ,-i , W —I- 1 • y Revisions ha I•' I I = I. Mnunie a 25 May sola ` 1 1 n 15A..Znu rin aeekn�ar I.71 Cs s 15J,m201a l I/Jur2016 Al • — } m NFRf E. 12Jub—1- Di �.' N 1 S YJud]l l! 6 11 Juy Dib C7I5fnma,e ODOr aamaa t. 16 My 2013 A 19 Augum 1010 — qlPwar Comm. rw GaaY,nmlM �.' • m /-:`- I. 0. 91A IZ115 It 161/Rn ]!le y I smelw Fin IS 19 Ra.a. - ® T 1 —0 o.a,sRa,e I • /---- i Cowl Ne.,Raw I • I I. r \_ • � _1 ti 1 1 RFI-39-0 ( uaoRcl+DESIGN waw.PC.,xma AU TNEP RIGHTS ROMEO ID T/SL AB . MESE T/SEAR T/SLAB T/SLAB T T/SLAB wAeIRa:ARe,��a.rR..a - - �I" R I TO BEugro ea YR T KPRIa�TNE RPIO ARE WI �FFE 190.5r $ FE 190.5 - " . •' +. . • . v FFE 190.5 . . ' FEE 190.5 17 FEE 190. I PERMISSION Or MUM.DESIGN GROUP.P.0 - 0 r I, { Date 17 August 2018 (� J r A , 4 RFI-22.1 /"} Jj{ I Drawn by: Checked by: 1 RFT-29,0 I RFI-39.0 I' RFt-39.0 RFI-390 I I DJA/DCB/CLT WEM Job Number: 116139 4 WaII Section ©WaII Section toWall Section (-4-- Wall Section WaII Section Sheet 71001 , IA I 1 E.0 0 1 2 4 0 1 2 4 0 7 2 4 0 I 2 4 0 1 4 for Construction Set - August 2018 A4.4 Keynotes - -- ACM METAL PANEL. ACM -, 2. ACM METAL PANEL, AT RETURN GLAZING, ACM-2 "iq 3. ACM METAL PANEL ACM-2 �. 4. FRAMELESS GLAZING MILDREN DESIGN GROUP,P.C. 5, GLASS DOOR ARCHITECTURE - SPACE PLANNING6. STOREFRONT DOOR 7. COMPOSITE CONCRETE AND METAL DECK - SEE STRUCTURAL 7800 SW,Beveland,Suite 120 8. VAPOR 6ARRIER Tigard,Oregon 97223-8692 9. OVERHEAD DOOR WITH GLASS PANELS Voice:003-244-0552 70. CONCRETE SLAB ON GRADE - SEE STRUCTURAL: - SEE Fax:503-244-0417 FINISH PLAN FOR FLOOR FINISH 17. CONCRETE PAVING 12. WALK OFF ENTRY GRATE 13. SUSPENDED GYPSUM BOARD CEILING 14. SUSPENDED ACOUSTIC TILE CEILING �\°-1D ARS, �c,4W T 1."6„, ar s L, n 1. Ili* T OF ��.v 7 64T PARAPET 16 t7 18 EL +35'---OA" _ T/ ARAPETO EL +34':--17- --1 © rR,A! f ,,,,, T/STEEL VARIES •,1FlHI„11-,__-_- T/SLAB p-i= SEE STRUCTURAL $EL VARIES , : I ; ® " _ REI-194.0 w r: 1 aiF) l I �T/S�A - T. Owner I H i(O�l B'ir q�Yt�?I ® EL VARIES T OPENING " I .�- i...1.1..`�;Ji 1 -�1 _- EL +28'-8" RFt-84.6 ti ra I: • C 1 - 1 o I,- 4 k ._.. B CEILING 720 NE Grand Ave. ��: $ / Portland,Oregon 97201 I k -. Q f 7 i I.+ I' 0 ., Prolectr RFI'-,52D Q New Building T SLAB - A T/PARAPET ,'-s#" 1 /� / - - ; - -+---1 --,7;73 - EL {VARIES) '1. 6 E T/PARAPET RFI-752.0 i--- EL ��i�i�d��i��'i�i'i� ': 'iu�u��u T/s�Ae p +i9 -g 5" 01M. di VARIES 04 ‘ T WALL PANEL h':I A '<I�1' �I�I Keynotes Or-Th. 1. 211 COMPOSITE CONCRETE SLAB WITH METAL DECKING - SEE STRUCTURAL 2. CONCRETE SLAB ON GRADE - SEE STRUCTURAL 3. VAPOR BARRIER M1LDREN DESIGN GRouP,PC, 4- PLYWOOD MEZZANINE - SEE STRUCTURAL ARCHITECTURE • arACB PUNNING 5. STEEL FRAMING - SEE STRUCTURAL 7650 S.W.Beveland.Suite L20 b. SUSPENDED ACOUSTIC TILE CEILING 7. HOLLOW METAL DOOR Tigard,Oregon 97223-8692 8. VINYL CEILING Voice 503-244-0552 9. OVERHEAD DOOR Fax:503-244-0417 r0. HIGH SPEED OVERHEAD DOOR 11. BUTT GLAZING STOREFRONT WITH INSULATED GLAZING 12. ASPHALTIC CONCRETE PAVING 13. GYPSUM BOARD CEILING 00)444, 3056 -e)--- ..0.7.1- E. R. '44'OF , Go H RFI-147.0 19 T/PARAPET v T/PARAPET A $EL +34'-11 1/$ -- �EL +34'-11 1/8" - �I RFI-147.0 A 1 A I : RF{_1.fl 4�"TO EDGE of SLAB RFI-159.0 11 I P2H H-; � 0 I PZM 1 d JI , 1 1 T/SLAB �i t I ® L (VARIES) T/SLAB /_L : d�11111/11119 r $EL (VARIES) ! . . owner. 1JLR $T/OPENING ------ i - ;�1 EL +27'-10" s 1 1417 , { 1 720 NE Grand Ave. Portland,Oregon 97201 Q ,Px1 1 1 A ^ B OPENING � RFI-283 ' I • } 0 I.7 P��"��, I I • % I ,E. ProlEYt: = Q �• p New Building cp RFI-152.20 $EL S VARIES r $r SLAB • T/PARAPET (VARIES) +•f..., EL VARIES 4 ; ', rr'I��r1 Mil gl it. _ _ _ 1 �I TT _PARAPLT___ 1 t Q T/PARAPET A EL +18'-0" 1, f } ® YEL +18'-0" - 10125 SW Washington Sq Rd. �i T STEEL � RFI-132.0 ..I 0 RFI-I32.0 4iY t� -_ _-__-__ Portland,Oregon SEE STRUCTL)WAA. 5 a " `- t • . 1i • L I • ��Na IR1A IP• : t i• .. I I P2G F-� 8i i rr i Sheet'I.Ric �= = / , i i I PIA 1------' U U • s n Wall L- B/HSS HDR 3: ss "�' ____(./! -_ Sections [_.r.:j .+ Mil V= ® TEL +12'--1-'-`.�_ M /�g �piji. - 4...., �� = m�ss AO ,410, !)1v1 m �� Lama01_ \``_`,. ® ( 0), '- T/MEZZ. ELR B CEILING �� I T OPENING -0'r ~- l��l �© i I -__-__-__- PIA L • +9'-2 EL +10' s" �. , EL +10'-6" - -- - 1 A - 11 __ B./GEEING RFI-640 __ • RF!-64.0 RevLslortu •• QI. 11wf20120 x 28M.r20Ie EL +8'-6" $ /OPENING - - ,---- 1I i ) TV IVO Exma•m. /W Ova Ebbw. 73 • I '�.+� - a 15Jw.2018 a 1PJuv Z.18 • EL +7'-9 1/2' L .•. ® t 7 ® • TMCamnm CWSS•rdul •�• 1 O 1 S D.1,42111 6. 12Juy 2,16 y • 1 ® , CMS Crime= COOT Carmen a T. k6 July all a ID...Leal 1018 fOOOTCaxmo Fw Cnnuuvon9w 11 , A 21A WI 10. 10 Naan'xrZ1e iC 97,../...1Pin Resew c..nl Rona, • 9 0 Il. 1]ural Rew•.a r._. RIM131,16,•2111. 11 6,Gang a 44.21 SIM, ` J A 'a• + - B m O ® I ® A © I 0 . 0 a ''! 1A , PM..I.iSIQ1 CROUP,P.C.,TOM,W. • 7 s TJSLAB r--- I TISI AB p,a411 Eo0 ~ i T SLAB T SLAB _ I �� I T SLAB 11�^ ,I iii • . . • 1. EEE 1 97.0 ` ' ' ' ' • • • •. . . • • . . '... "'Ci E04Z.1.I. �nARE THE PROPERTY R E T _ / -__ _-- FEE 191.0 �`... T 1 . FFE ? 1.25 FFE 190.5 - - ,,,,,,T/SL 191. I'.._ } / -- -_ - ] `---/ OF "61!0 BE u9[0 OR REPRCOu[EL M.xv '` ,(�, -V I- RFI-39 0 RFI-39.0 aE."rssloel a'UK" DEs1a maR.w,u /' /"'\ • Wa.MEAT qi1�ixE Pw1pR MNnTM I 0 RFT-39.0 RFT-39.0 © RFI-39.0 - -' RFI-112-0 RFr-nz.o Date 31 July 2019 Drawn by; Checked by: Wall Section - PAVILLION 2 Wall Section 410Wall Section • Drive-In Service Drop Ot Wall Section - CAR WASHWaII Section -CAR WASH DJA/DCBICLT WEM 4.s ��, a46 OHD #130 C-H 4.6 OHD #166A and C Job Number: 116139 0 1 2 4 ^ 0 1 2 4 0 2 4 G 1 2 4 0 1 2 4 A A A A A Sheet For Construction Set - August 2018 A4.6 Keynotes 0– I. CONCRETE SLAB ON GRADE - SEE STRUCTURAL - SEE FINISH PLAN FOR FLOOR FINISHES 2. COMPOSITE CONCRETE AND METAL PECKING - SEE STRUCTURAL M1LDREN DESIGN GROUP,P.C. 3- UNDER SLAB VAPOR BARRIER ARCr41ECIIRH • SPACE PLANNING 4. TEMPERED GLASS WALL/RELITE 5. GLASS DOOR 7650 S.W.Beveland,Suite 120 6. SUSPENDED GYPSUM HOARD CEILING Tigard,Oregon 97223-8692 7- SUSPENDED ACOUSTIC CEILING Voice:503-244-0552 8. CONCRETE PAN FILLED METAL STAIR WITH TILE TREAD - Fats 503-244-0417 METAL STAIR PAINTED 9. GLASS GUARDRAIL 10. STAINLESS STEEL HANDRAIL 11- REDUCED VERTICAL CLEARANCE AREA 12. CONCRETE PLINTH WITH TILE SURFACE AT FLOORING AND SIDES TO MATCH SHOW ROOM FLOORING - LANDING THICKNESS TO MATCH STAIR FLIGHT RISER HEIGHT 3056 w t 4% (t`i 4.-4" t r Agik Wili JLROwne :., p-- .- —Vs— ii N • 0 1` • '� B/CEILING /.--101.. N — — B/CEILING CI 4-2."'-10-21'° I —__ 11 720 NE Grand Ave. -1 ! - EL+251.42 Portland Oregon 97201 ti . - Z - 01 11:1•41 RFI-179.O ' a . * // 0- j '_ // Project: //I New Building Y_'41}F ;iii A 1 D - --�4.=D. --"4",-.0r - -- �\ I 0 �': 1 0 RF1-179.a 4" \ \ 11" I1-11" ✓1 `� e p:o 7 , (13) TREADS AT 11" 19125 SW Washington Sq Rd. © \\ RILE ® Portland,Oregon IWW T/2nd FLOOR SLAB _ -- t, Stair 2 - Enlarged First Floor Plan EL+15'-101' — — .1-,9-, _ _ i e��— �� ' 4.7r.„---,_, �_, a l 2 4 s I ! 1 _ t 1 Sheet Title •Rh Stair lar _ _ __ 1 m Section — B/CEILING i� 1 - - and Plans - 3 ® ----% ' Stair 1 and EL+ti-0" I. , rnlav 03) TREADS AT 11" �Iii o 1 Stair 2 , 7 n e - T/STAIR LANDING o t Revisions: .A111 0 CL r71-�' - -- _N "I: i�� :. 1/3 Tvwo r 2618 c ZR1.1r> �i �+• `—/ s 1E3x21G s l June21I8 • - N 1 D —^ STEFRCannmla S 9A,Ttltlal R.m1y a5]s 12.1,4 Gm C1YSCm.naR- Cone.,.DoN 1. 1.674,518 6.7.:,..C"-"""N.-.2)16 ODDT Cm.mea For Cu�ru.<¢n 9e: •-'� Or 2 24 August 2018 10. al Rev c 2118 ��9�} 4ruclurY Nn Ream 0. LE,Neralber \./ • a Q n. p,Curq General Remora 0 1r" N 1_O" WP 14 � 1 I. A - —e► w ® // 0 / 8 16 I / ;•.....��/ 1 WI:oesmN PnDUP,P.C.,tole,ALL A/6 T/SLAB I Nl rs a ENxom FFE191.07 141 ". f: S EgORAmH�N. NEPNµNT.ff • • YILDNEP DESIGN elwR.R-c.. a ARE --__-. _� _._... ___ —. —_ --. '•——— // NOT TO DE USED OP REPRODUCED IN ANY n./ }1'-2�" YKNHFR [KEPT WITH THE MOP MITTEN _ l PERMISSION Cr YIWtEl1 DESIGN GROUP.P.C. A a 0 Date 17 August 2018 ! l (Stair 2 - Enlarged Second Floor Plan RF1-39 0 ® '2 Drawn by: Checked by: 3 .. 4.7 - DJA/cLT WEM 0 1 2 4 B Stair Section Stair 2 0 Job Number. 116130 0 1 2 4 Stair 1 (Mirrored) sheet For Construction Set - August 2018 A4.7 A A,°,, Keynotes a J ® ,. CONCRETE SLAB ON GRADE - SEE STRUCTURAL - SEE FINISH 9. CONCRETE FOOTING - SEE STRUCTURALhe', �,� �: . f PLAN FOR FLOOR FINISHES 10. CONCRETE LANDING THICKNESS TO MATCH STAIR FLIGHT 2- COMPOSITE CONCRETE AND METAL DECK - SEE STRUCTURAL RISER HEIGHT r, •• 11 3- UNDER SLAB SLAB VAPOR BARRIER H. ELEVATOR MILDREN DESIGN GROUP,P.C. '� Err...r'r...'i•rOi•`i'i0i'ia`y'i•••r 4. CONCRETE PAN FILLED METAL STAIR 12. EXIT SIGN ARCHITECTURE • SPACE P[ANNEIG ' A�' eeeeel"'e��. ��~-`-�,' S. GUARDRAIL - PAINTED 13. "EXIT" SIGNAGE ON DOOR 7650 S.W.Beveland,Suite 120 r TT= _• I' ai i 11 • '` .! 7 I I i1 1 i i n '1I- 1 Z ,5, SECONDARY ROOF DRA1N.j; I I II I I I I. 1 1 1 1 i 1 i �1 B. REDUCED VERTICAL CLEARANCE AREA • i _I�_. L=� <� ••r.••_•• .•. ELLII t Ria Q Fax 503-244-0417 i'SLOPE ;I' 1I _i i------Ai :• _ — ry I T/CMU WALL /\ 1 x;;!!�!'1 —gyp ; II I • I rEL+44' 7a' 0 1 ' I CW s , TETT -1� . I I I II ! i I I I I I - ' © ® • _ , 1 x II ® r= �=H1-1— I I 1,1,111♦11111♦1♦♦r♦♦r♦r r♦♦�r 1!1!1!1..i I!Q1�.�•i!1!1!♦�1!,,A.0.*Ar.41! I I ! I I I PIA I —- ' —� /". 1,----..;,y-.' i1i i 1 1 I I I I I I I I I I I Keynotes 0- 1. CONCRETE SLAB ON GRADE - SEE STRUCTURAL ';';111 sal 2. COMPOSITE CONCRETE AND METAL DECK - SEE STRUCTURAL �I��] 3. UNDER SLAB VAPOR BARRIER 4. CONCRETE PAN FILLED METAL STAIR MILDREN DESIGN GROUP,RC 5. GUARDRAIL - PAINTED ARCIRTECTURE • SPACE riANNIN 6. HANDRAIL - PAINTED 7. PAINTED METAL RAIL 7650 SW.,Beveland,Suite 120 8. REDUCED VERTICAL CLEARANCE AREA Tigard,Oregon 97223-8692 9. EXIT SIGN Volo 503-244-0552 10. "FIRE RISER ROOM' SIGNAGE Fax 503-244-0417 11. HOLLOW METAL DOOR AND FRAME 12. "EXIT" SIGNAGE ON DOOR 13. KNOX BOX 14. FIRE RISER ROOM 15. CONCRETE FOOTING - SEE STRUCTURAL • eD• I RIA Tyr fir' ~ a 4i. 3'- I I5'-O" 3056 1 T/CMU WALL __ _ • I — T "z ® EL+39'-4" — — ® — i �+.3�wI�(�/L1 e. A. \ lteil le: .44,44:4 1 , 1. 3 Ii OF (110V ••r ii 7�" in \ • 4, O" • I ND I—= 1.114, 4�1 i� �` u, it I II it I ` - Q o +,I •Ail o 4—G f 1S 1 ,I L • H' _i-i v „ 4,111 1 II / 1 :ii m ,� +� � Hca = I 4 - T THIRD FLOOR ID ii il' , .. 4, ' zs "FEL+ 1:-I-4" ____ . ElLR M1< %4..).111\--... • r I = , —— dig. : i 1, —® '' -. ' > Q :i -3" �-01 �; ® r I 4I ® ' rL7 1*tl7+iriz � �� i• �i, e'-7 - 720 NE Grand Ave. II' .:1 P 1f -4 , ,. J >3 T/LANDING = = r- - �� •`�` +i, , — 'I, ` Portland,Oregon 87201 ii Q i0 \ "STRINGER TO CMU Y EL}'Z4'8 ""' •- ,o • ::: fir 7�' \I TYPICAL ALL SIDES - ; —_-- _ �� • • 7 ,,1 44 ttiii 0.1?Stair 4(-\Enlarged Second Floor Plan =—= — I // Ii, • `rr I �• 1�� Ir .I i±� 0 1 2 4 _ �J I Pr(1feCt: 1 N _ iii, I• SI;: - q f• _ �121.1.:, New Building ?, •!;1, \ T/SECOND FLOOR I 7 f-'—_ R\ i.,. 4.4. • \ �� I;: - __I i _ 10125 SW Washington Sq Rd. �� !�� _ J Portland,Oregon ' f • J �- 4A ii ® (, J n •i•.G709-001 �� .1a Z rr = _ (-" - v .+ :.', .i. �„ ',J 0 _ 'I r_� —_ Sheet TI[Ir. 0 ;. �", ..► —_ ` _ Stair � yp a:-7$" III 1 i A 3-4 . 5-DT/LANDING 7-41 Section \ \i"STRINGER TO CMU w11 11.42.47..•••140:4,A+ ' CL+11 _— .• .� Ir © b _ and Plans 7YPICAp ALL SIDES N..._p • a -- - Stair 4 a � i 4-0 �� ©Stair 4 - Enlarged First Floor Plan - Lower _—_ — V ` fr _ . Revlsior s Mil TVWocmvnem PIM nark �J D 1 2 4 • •� ` - 3 lSluR y19 4 ISJw,e 3118 .1 •4 \ _ NPdxeae •• rr, O 1 4'-11" i�iII MEMO . [WS Gramm ODG,E.Canrow _ / O T. 18 July 719 d IG Ai.203 COOT Connive, For Comm.=Sn % 9 MAy,.m1G IQ IENw.uv2DIS '. I:.; ,� _ - ,/ / S�vRunl Pri wTN,y Gmml w•,r.,w i. '.a 4 ,I ii r- - / �� m1q •r i ` �' .1 0 F i 1 / ill : a T/LANDING �! `` \••••.\\ :\, ,� ...M _ � I \ % . __, \-ct,." \ 1% 4,4& 11, _ • l .�: � ,i'' �T/SLAB — G709-0O7 . 17. \.. ► \ 1-4 flt6n" p ppUP.PG,20,9.JLL 0 '1 1 .j . FFE 190,5 2 - .LLpE1 DESIGN GIMP.PC.,AND MK a THEY PMWYKS APE THE PPOPERTT OC ` r _ v — .WN(19 E CCO1 11T,INE PRCGt R/IITTCN •►! I NOT TO/C.Sm OR PEPRODOCCO IN 9NT `fl .:.•.r i• •+ •O. �-.- : A � Q 7,7-7-T ..........c,NILDMN DESIGN ORM.P.G. \ '----------g,-76" 1-12 RF/-39.0 0 8 0 Date 25 February 2018 \ \ ' STRINGER TO..CMU Drawn by: Checked by: TYPICAL ALL SIDES DJA/CLT WEM s Stair Section - Stair 4 \ n 49 Job Number: 116139 tl\ Sheet . a Stair 4 - Enlarged Third Floor Plan - • 0 1 2 4 For Construction Set August 2018 A4.9 Keynotes -----. I. CONCRETE SLAB ON GRADE - SEE STRUCTURAL 2- COMPOSITE CONCRETE AND METAL DECK - SEE STRUCTURAL Yitr "' 3. UNDER SLAB VAPOR BARRIER 4. CONCRETE PAN FILLED METAL STAIR - PAINTED MILDREN DESIGN GROUP,P.C. 5. GUARDRAIL - PAINTED A.CERTECTU1H • SPA®PLANNING 6. HANDRAIL - PAINTED 7. PAINTED METAL RAIL 7650 S.W.Beveland,Suite 120 8. REDUCED VERTICAL CLEARANCE AREA BELOW 6'-8" Tigard,Oregon 97223-8692 9. CONCRETE FOOTING - SEE STRUCTURAL Voice 503-244-0552 IO SOLID CORE WOOD DOOR IN TIMELY METAL FRAME Fax:503-244-0417 11. FLOOR DRAIN 12. SLOPING SLAB 13. HOSE BIB& 14. TEMPERED GLASS RECITE IN TIMELY FRAME MP VOW A 0 0 0 o-*.i:i:••.*..:+i v-- .:-e e :o =:_. ._ `f :f T i- - - - ••--- . -v.:Ca�•�•. .K..:..:.`v:.: .viio.<i:•:F°...i_:4�i_-4 i ® dal : s� • O 40 7.--..,.... 8" .IL1 7-B ! hi! I 3056 tii,. _ (0. L E. R. � i• I ar- w • i i• li „ 11 4 O I -. -- - ti. I 44 _ ti ' ; •9 , Maln -E• I .•� H '4 I- lam— � I o —1I • • 3_8" •'�] 3•-8" 3-_B` :-,. I4 d• 1!# (---0 XaV ;4 ;. o- __t. O.1 - Owner: Iei E. _--. p JLR I .0:1 0=• �• , 7 ,fr CIDStair 54- Enlarged First Floor Plan _I to Stair 5 - Enlarged Mezzanine Plan 4.1 �.i.r 720 NE Grand Ave. 0 1 2 �� 0 1 2 4 8 Portland,Oregon 97201 RFI-9.1 2MEM �T/RAMP " l ESL VARIES — 1 • :. - I t. ProJec t I I I I _. New Building I I I I I I I 1 • � Er- ® I I I I I I •' 'PIAI W211 3._,}. I 1 1 1 1 1 1 1 it I I I I I I I I '-_ ,/ I I I I I I I I =- la 10125 SW Washington Sq Rd. 1 1 1 I 1 1 I Portland,Oregon 1 I I I I I I I I �,� - © I I I I I I I 1 '; 1 • I I I I I 1 1 11 I 1 I I I Sheet Title. .I I I I I I 1 Stair ` I I I I I F' Section T/MEZZANINE SLAB ` `��,' r- - \ I I •1 1 and Plans - t. 1 r6-, I � ---.... j I I I = • . Stairs ©-+-- (7) TREADS AT 11" ' 1'-0 �' • riarriwr4a4 : 1 0 �{ ;T; ___��1_ 1 ReVIS10nS .�F_, O _ ° I. I]LI•Y lila 2 mM.v 2)IB _ 0 �_�'�•`� ■I ry.�n��l,�,- ° Check Rap... a 'Rum. 4F�IBJwe2G _ TWA Common CWSSuhaavi di T/ LANDING _ r' o N W,/1111��4,� 1 -.. 1 ' 1 cwsc nlE E. J EL+5'-0 o w :"... 0 V►�O+.� a w NIP, a IOAm.Eli i_- In !1 I.-. � mvrc Inr.ia Far cmaNnv,Set E. m '':r.a ') �,�' .'., �/��— I\ ® 9rvc3wtl Fun Rne. rGmrl Win. '— 11 p/ .�ol� — — . Nm t,_0- �1 c. w 8� v Ir c4 . . . . T/SLAB —`� • P. 1 —. �, 1. :21,\,),.....4)� $FFE 190.5 — .. • y( ' //� I \ / - \-- -...' L i _ •/ . .\ ° - 4a s DESIGN GROUP.P.C..8011.N1 ` o V� maws XDESPKP m `a - .• •• Q ` - • . . ° THESE RPE53.GROUP,AW RCS ARE P .AMP Ir!K RF!-39.0 UNDER UPPER • a'° "P•� F . . • . _ ® STRINGER �•' • " ' ° RMOwa°n.EEE.0 S°DRNREPHE PUKED FIAEM ' BEYOND . . PERAOOw E WIllREM DEBTOR wow.Pc. !!! 0 Date 17 August 2018 Drawn by: Checked by: Stair Section - Stair 5 171A7CLT WEM 41 Job Number. 118139 C 1 2 4 Sheet For Construction Set - August 2018 A4.10 Keynotes C}'—. I. CONCRETE SLAB ON GRADE - SEE STRUCTURAL 2. COMPOSITE CONCRETE AND METAL DECK - SEE STRUCTURAL 3. CONCRETE PAN FILLED METAL STAIR 4. GUARDRAIL MILDREN DESIGN GROuP,P.C. 5. HANDRAIL 6. PAINTED METAL RAIL ARCHITECTURE • SPACE PLANNING 7- REDUCED VERTICAL CLEARANCE AREA 7650 S.W.Beveland,Suite 120 8. UNDER SLAB VAPOR BARRIER Tigard,Oregon 97223-8692 9. HOLLOW METAL DOOR AND FRAME Voice 503-244-0552 10. EXIT SIGNAGE Fax:503-244-0417 3056 �wu E. R.` 4 OF CO Owner: RLR 720 NE Grand Ave. Portland.Oregon 97201 1 0 —I F1C I Project: T.O. RAMP New Building S ... 'I . n n � �� .... — di VARIES — — N.,____ n [ , , • : i - ... .. — — ® _ IP--I 1II" 17 TREADS AT 11" �,'-0" �i fYR/ 10125 SW Washington 5q Rd. YJ Y -_--_— —-_ --- y Portland,Oregon 1 Stair 6 - Enlarged First Floor Planc-D o ' '/ \\ \` // S \ 0 1 2 4 8 15. 7.. / \\ 1-c" \\ - // (17) TREADS AT 11" /' \I I \\ — / Sheet Title I �\ hr /) `\ Stair v 1. \\\ Section II ® \ �f•11111117 I ! and Plans - MEZZANINE SLAB < 1. / stair T.O.EL+to'-0" r I L• _I I i —- 1 _I I l\ 1 N ` -1-- I I 1 I I I 11 I I I _ 11 I.. I I a_ I' I I I I I I I I I I I 1 =' `-- i- ark I I I I I Revisions: 1 I I I I I I I I JX / I — I ® I I I VOCer4116 25 AN 21I3 4 © I I I I i I I I �_– ' I ) I I I i I I a M 'M1 I I l g I I 1 5 1 _ T , b R� R� _ i21ut1� .' A" ) I © 1 1 1 I 1 6 o ,ne�a PPM --- -i 3 I I I < I I I �( 1 p. — ` I I I I I I I I I � bE --- I r 16l+h]Ou 6 t9,Ner 2lla COOT Comm ra Ceram...N9n�" > [41E111 1 1 1 1 i I f ,,e� \ I I I I I I I I Sulmural Positron Contra ilmixre g2.4&wpm 3316 'Crorging �� I J' / � � i I II 1 I I I I I ! 1 < } 157 as 5' - I I 1 �� / I I I I I I 111„” ,7 TREADS AT „- 1,_°• I I I 1 'A° =.1 N. . 1 1 ! 1 I 1 1 I 1 11 A._______F __Z\,,,,,,_____________ _____„_____ __ 1 1 -P", '', rt" SIP. = \ \I , _ _ ' .• _ 1 1 1 1 1 i I I I 74 -id\_ . .., .....4h.. Ai Stair 6 - Enlarged Mezzanine Plan WM 1 I i I .�-- N I I I I I I I I I I l� 6 1 2 4 s T.O.SLAB _-- .1 1 , I ' 11 I• \I t\`I, I I• - 1 _ .J1 I 1 1 _( .I I . a Ri��R LERI o�R.na,w1e.ru FF E 190.5 I u LME LADES GN CP "P C.MO ME _--- NOT TO 5£0500 OR REPy0C,cwD N.W 101010 I,ExceP/MIN 1N£PPM NAME. RF1-39.0 ® 0 0 RERulssinN a.wwaN DESK,.6r6eP. -c Date 17 August 2018 IDrawn by: Checked by: eStair Section - Stair 6 DJA/CLT WEM Job Number. 116130 0 1 2 4 9 Sheet For Construction Set - August 2018 A4.1 1 Keynotes d- 1. CONCRETE SLAB ON GRADE 2. UNOERSLAB VAPOR BARRIER h‘10, '' 3. ELEVATOR PIT, SEE STRUCTURAL. VERIFY WITH ELEVATOR MANUFACTURER MILDREN DESIGN GROUP,PC, 4. SUMP - VERIFY SIZE AND LOCATION WITH ELEVATOR MANUFACTURER 5- PIT LADDER. VERIFY LOCATION WITH ELEVATOR MANUFACTURER ARCHITECTURE • DACE PLANNING 6. WATER PROOFING 7650 S.W.Beveland,Suite 120 7. STEEL COLUMN, SEE STRUCTURAL Tigard,Oregon 97223-8692 8. COMPOSITE CONCRETE AND METAL DECK Voice-.503-244-0552 9. HOIST BEAM, SEE STRUCTURAL Fax:503-244-0417 10. PROVIDE (3) S.F. OF THROUGH ROOF VENTILATION AT ELEVATOR SHAFT • 11. ELEVATOR THRESHOLD, VERIFY REQUIREMENTS WITH ELEVATOR MANUFACTURER 12 KEY SAFE 13. ELEVATOR CONTROLLER ACCESS PANEL - CONFIRM SIZE WITH ELEVATOR MANUFACTURER CD y_o- T/ROOF ( --06...limmr 3056 EL-VARIES • r"P` e.. I • i tr. . 'OF 61/4-# 0 -_ O i . B/CEILING \___ I M12 5•_g• U13-15F s MI f�GL3 UM f'F.FJ •40. _0 41, Ai , I .. o • Owner _l = --. -; JLR tar 3'-3" 1._- _ ' _ I,.� 3'-3"1 :�,, 4 II {1III n 1 - -_-I -O, , I II 777 I' i. II 6..�1.11.1�,.1 8.t nII ,N,,,:; .11 L�. . II �_a1�" SUB-15F 3'-8}•• m 720 NE Grand Ave. i."° 14.-4i" 1 6 Portland,Oregon 97201 f LE.. ® r n--. - E�a T/SLAB 0 7 Tin,, , _ _. - Project: New Building 1 Elevator 1 - Enlarged First Floor Plan A4.1 O i 2 4 11 Ili UB-15F 10125 SW Washington Sq Rd. RFI-2.0� B/CEILING - . - Portland.Oregon RFI-55.0 „db,B/ L ., c.1nal f?mi � - = Sheet Title: NElevator 1, - - - ------%- Section 3 ED i and Plans - A4 12 RFI-2.O 14'_61" Elevator 1 E I Ir3AUI I 15,_9.. - 20• 1.4 , k•.n.. ,.A,.. s:.. .r:.. e /r� FtO,W hi„.„,.--Al � �� 0 Revisions • 1,11,,514,....., TYYID r('almem ZPW lbrl�'R 1os �� i��J 0 T/SLAB - , - - -, 9r«� 1 MS June ne 018 ; s. ." ' !IZ 171.0 --- rtet 5. 0Juh'2019 al 6. 1],uha019 t-' 5'-9" I �4 r}� I/. _- I Ol r�}7 r:r. CWSGrtuner3 OWT1sxiurcnL 001 2-7 •€.� I 'n !� Ir•i: ...rr....t 3 CI17 c.::: h t. 16 Jnh 2019 & 19AuW 20IS /10� WOr Cmmnu F�Caelrtclkn 5n ,. - - _� ~ 9- 24 Aug.2019 16 16 No.rypw 2016 € �a RFf-39.0 I s f r 0 an,aw,l Plan Rev. c.,.,.i Rectors AL..3 L � i -- l., II=1�4;4; . • �� •r• 11,E 11 I 111= 1. wcwna Ii/u.1 ® . m� M.:A .. A5.3.2 SUB-15F • L • r' • Sim. x1u zoo ! - - • - IF fl-11-1L-I1-11•-•11-iLLII:? II 1 _ O 10LOREN DESIG GROUP,FC.26 e.MI - 11r,fim-�;lf if lC-€I^iir-it=n. p, -H F p alwrs aesEn ro g 1 ---1-If r IP=1111=0=0 11=11-1�-1rt filV1=i1 LIMIT= SII 1=11.11 'F=11 \ R1ESE DRAWN.ARE rNE PROPERTY OF 1 fI 1-u 171`" 7f�l�fAP-I- -1 _ .n*11e 11 111=1[=7r�0 IW. -- � 9EW DESIGN caaP P.c,AND ARE 0 0�lI. ffJI.II l IC Ef Il I L'' NOT TO RE USED 6R REP...EO 111 AN. - I^II'.-.I I.11-IT 71=iI:^� P/.NNE.EXCEPT ora Tn[PGNw 0R1,1EN 1 MDF --11* PERMISSION OF MRA9EN DESIGN GROUP,PE. Date: 17 August 2018 1 I 41d 2 Elevator 1 - Enlarged Second Floor Plan Drawn by Checked by 1 �1 1 J `14.1 WA/ IT WEN' Job N Q 3 Elevator Section - Elevator 1 Sheet ter: 116139 REI-2.0 Sheet RFI-55,0 �'� 71111 For Construction Set - August 2018 A4.12 Keynotes Q- 1111111 T/STEEL (MAX.) ±44•-�ff2` \ 'r~--`• 1. CONCRETE SLAB ON GRADE ' /� \ 1/ \ 2. UNDERSLAB VAPOR BARRIER 1 3. ELEVATOR PIT. SEE STRUCTURAL. VERIFY WITH ELEVATOR AiT/WALL - _ -� __=_____r �� 1 MANUFACTURER MILDREN DESIGN GROUP,P.C. -�_ \ 1� 4. SUMP - VERFFY SIZE AND LOCATION WITH ELEVATOR ARCS-DTEC,'VRB • SPACE PLANNING EL±44'0 \ _. .. ! ,_ 1 1 1 I �` - 1- //n\ MANUFACTURER 5. PIT LADDER VERIFY LOCATION WfTH ELEVATOR MANUFACTURER 7650 S.W.Beveland,Suite 120 -�-� - I I I I © 6. WATER PROOFING Tigard.Oregon 97223-8692 = ® 7. STEEL COLUMN, SEE STRUCTURAL Voice:503-244-0552 ® J - I ! I 1 I B. COMPOSITE CONCRETE AND METAL DECK Fax 503-244-0417 ti , - 9 I _ ! ! I I 9. HOIST BEAM, SEE STRUCTURAL • 11 _ 70. PROVIDE (3) S.F. OF THROUGH ROOF VENTILATION AT ELEVATOR I ~m ls= . = I I I I I I SHAFT nv .;.o I ,,y}.', - _ - f1. ELEVATOR THRESHOLD, VERIFY REQUIREMENTS WITH ELEVATOR '- •I = - I ! I I I MANUFACTURER Io -rt l I I I I I 12. KEY SAFE 'n _ 11 A . 13. ELEVATOR CONTROLLER ACCESS PANEL WITH WEATHER BARRIER /ivy I "' a ACCESS PANEL, CONFIRM SIZE WITH ELEVATOR MANUFACTURER 1, I I I 74. COLUMN WITH BEAMS FOR ROOF OVERHANG ABOVE. SEE 11 RFI-55.0 STRUCTURAL �:...• 0:�::. :e = RFI 14•I '� { . I I I \J RFI-25.1 4A•:MA..4 •��,,�_.e. RFI 149.0 _ - • /01 • r __ I I I , • EXIT _ . 1 z ! A -= LH_ ',-, i , \ •\9 11/4:,<•A r - - ! t z _ a I I I '? / _ w LT E 66 16 ? - 5 ,/ / 4'OF QO #' A.T/SLAB 1` ' }• )/' - +30'-9 ' ------ i . . ... - . .. . `.L Il . 111 ) Elevator 2 - Enlarged First Floor Plan -1 } 111, I I I 4.1 IND 0 I 2 4 8 _ I I I I RFlA55.D ; RFI' 12221 V I I� I EXT I I I I RFI-26.I - ? - I I 1 Z g - t - Owner Win d I I I JLR W B - /' v 3gOW O , r▪n�Z TI SLAB /' Y • 720 Nn Grand Ave. _ i CL±20'-12'� . . _ • I ' ' .. . • (: . . . Portland,Oregon 97201 ry • 1 I I I 1 _; = I I I I II • '''rII „ •, C I o�--- • - - • •:1il a I •: F} t49.D I.'t. - I I I I I Project: II 0 • m ' I I I I I New Building rp •'i Vie= - = I Pro • • ...!ss�22s! _ I l i I I I I 1 ,sue-,5F • = I I_ I I I = I I I I I 10125 SW Washington Sq Rd. v - I I I I I Portland,Oregon 10 2 Elevator 2 - Enlarged Second Floor Plan I I I I I I I I IIII 4.1 D , 2 a i. .`= I I I I I l �" I I I II - RFI 749.0 Shed Title: 1•:7 h . RFI-55.0 / I EXIT I I I RF!-26,1 Pi : 1 ` 1 Elevator 0 I I Section O and Plans - m - 5 ' Z I 1 Elevator 2 i 1 5_B• v 3_11�Y I _-77 A5.87.1 a 1 /, / 1 17 25 . I 7 t 2I • // 4 a. 2 I TVWO�Cr,,mmen 2PimCheck.Rep.m n- : `O 1•' I , / s s.lmie a L6 June me N •• I [ ] - / SIM. O TVPRcamnmo [W5 si.nmd • 1, - / a SCc 2)16 .3,..„12.1c.....60 Ale • 1 - - cws . S ® ►••••r 1.1.1.1.-- : yy RFI 149.D T/SLAB :.1 '. • • // zOCOT n II 6. e«` .=S, ..E -- _... I- . 0 $ ------- t-1 d,� -- _ - R 21 Avg.2)16 10. It,Mommter 2118 ' FFE 190.5 `� r. r INA.,.11 Rev. .1R<.bm. •ter, I . •I • %•• �� -m O• i it v, ' :: '� 1 .... .!-:no' •e • RFI-39.0 .� - 4 41 - - • • • -_-_--- ---t-- r tz T/ •ELEVATOR P!T • _ ' • . - - r rIT t $EL-4'-0" - - 1.1 •. I �' ' . . _ 6 I 1,....-..,,v S': ••• •-• , - _ • • • "• t • -_ -'•'� o,herg xs1C..Prnj P.c..MW.4L 8 ,/ .0110.11:=111011F11=11. = . • 4Il 1111 1-IA_ _. �p o'p.-p; P1arsReser,coS' " IE-u1.11= II?II=1E'- . ., -11=11=f1.=11-11=11-I:=1'=11-11-11i=i!'II='ll� THESE PRAr«ns ARE •Mom,'.a ! ll- 74-111L- =11911 71=1C�fl IL 1�I I �R� =LfAltr-1f 0. 0 mILDME+DESIGN OM,.P-e_.0.Re =1EaIL=II 11L=1...1.=1L'- SII:11-1=11�If.IL�l4=1-11=1:1,1=�I[IL 111i= o*.o ee u5m A1 ReP oweeo 1 An. Il=-�I1f=11 JI=11=U-11� 1' y'IL It=JIa�L li�ll-Il�ILIIr-J ll�E'1f=1i MANNER a a Mie+PE PRIER MMITTEN 'n P c 141111=:11-11I1=I111 11th •, J1=II,.17111-[11.11.-11= X11=1�JLoJ hial II- 11=11=ll-11-11-11 11 71 L- • - •• iC 1=4011=11=11=1E= .-E I= _ =_ip =R=1L=1 71=11=1C.i1=11=1I p a :IN J1=J1111-'1= = 11,71-111-a-;-r-,_F - oats 17 August 2018 J1=11=11 J1='IT a=11=1 71=1-II=1-=i H[Lk; 1'':1 F f 11 'I=iii=il a il--i 'I°`T= =1L=1 J=RAIL E� F=11'IIdJ1;. =.11*11=11=11 I 11.1--1.141. U. R-1141=11=11-1L=11-11=11-10 IL 1L-1 II ^-1„1-11=11- -U.-1-=1m 11= 1=11 11=If-11-11 I1=11=H=11=11-,11=r1=11=1=VW= _ - Drawn by: Checked by: Elevator 2 - Enlarged Third Floor Plan EF =.11 _-2=.11.=, 11!=i, -11.= =�-4Ir n.-1L,11�n.-11=A li ir-JI=.iioiroirou=UFu.-;,u =I Al=lr 11= .=11 . -n=u. u-11U: 1 I WI. . ,1-.1 i-wi-r---1 DJAICLT WEM } W o t 2 a Job Number. 116139 A4 Elevator Section - Elevator 2 RFI-55.0 1 4 sheet RFI--26.1 - 4 For Construction Set - August 2018 A4.13 yi-, ......_. O 4 i G 'FI-1470 A.C.M. PANEL PARAPET CAP �� ''_\ 4 I __i_______ eI _ L _. i. SIM. i --�,.:: I' " I s!M- I -1 I MILDRD DESIGN GROUP,PC. ® I I I ) I A5.33 1 AECHITPC7UAe • SPACE PtANNv11C I t F6.1.1 1 i A.C.M. WALL PANEL I I ® — I ' ) I —^ 7650S.W.Oregon 97223-8692 120 / I I l Tigard,Oregon 97223 8692 �`i—-`- / Votce 503-244-0552 w.R.B. • ♦_ }! ) p _~ I FaX:503-244-0417 • _ • ) l - Z " I ) At GYPSUM SHEATHING • ) 2 + 1 ) -; „...- --7. IETAL FRAMING, SEE "1 STRUCTURAL < 1 , - , - t > • I ) I VEHICLE RESTRAINT ic I 111 I HARRIER - SEf L VEHICLE RESTRAINT - r 1 I L RI • - BARRIER - SEE IIIIE • STRUCTURAL I • - • ,4 STRUCTURAL , t ) illik �,.-�I - • i ', {IM■■■�■MEN� -- 15,3.4 + -_ f ® r I I .. 1 P ' v ) I .i I I 1 • I I- — — — — 1 A5.33 { •.."9 1 114.,•� -?111.1 ---- AC - I RFI-,.6T 4 �I 3055 r5 1 r /. I I ~ *F I REI-147.• RFI-4.• R L L '�IIi�1 •R elParapet r-2Parapet - at Parking Garage Parapet at 8' C.M.U./Metal Panel Wall 4 Parapet at Mtl. Stud/Mtl Panel Wall Parapet at Metal Wall OF y�. l 1/z 3._0.. r,xr, m,,.., au-1'-0' 5.1. �„111-0 1 -'•-°' S.1. 1.-1._C.. 1.._,._0" CONTINUOUS CLEAT I 'I` /17„} WELD ENTIRE LAP CONTINUOU ASTENERS AND OPING WITH STANDING SEAM PRIMARY ROOF SINGLE PLY INSIDE CORNS' FIELD PLATES 12" 0/C DRAIN ASSEMBLY VERIF LIP SINGLE PLY N 1iI"HEX HEAP SCREW WITH EPpM 3'-0" x 5'-0" S IMP, SLOPE MEMBRANE �' SELF-ADHERING WASHER AT IB' 0/C \ SHEET I - 'ENDING ADHESIVE LE DRAIN FASTENER AND i�\ FASTENINGS WATERPROOFING ti E =�t��® 'ENFORCED MEMBRANE LEAP PAN PLATE, 12' O.C. �'/ ` ;t 0 't. ie, �( EAM FASTENING PLATE. 12"0- C. MAX. • IN. 1-1/2" W1pE CONTINUOUS WELD a 4'-0"x 4'-0" x 4" DEEP ti V. r_�____: BUILT-UP ROOF SYSTEM c G` 7�/� + SUMP, SLOPE TO DRAIN OO , 6- /0 in\ ,. •. ♦A ENFORCED MEMBRANE 4 it. I SEE 1/A5.1 T ' •. 4?--- _..--- --;�...I �_ -� / _ .PRIMARY DRAIN •It: `'■ t VRI t it I � �•�•w4�� f ) , .. ' ♦ �� .• �'-_ •` ` ry / 1�LJ c,, ,, I r 6--,,, . , •›<' / .i i.��.�.�.�./ ��w��.�.��i.��+�� • .��..��t•+w.��.��w�� - l*••••• • 41• ,, h F�—LINE OF LEAD PAN Owner: JLR reig A, 1 - - -- • ,_ ,_ 1_,_I �� I �� 'j SECONDARY DRAIN �' •METAL ROOF DECKING - .ISEE STRUCTURAL .q i/2"PROTECTION BOARD - 4/;•" 4 �aMETAL DECK ` •P ;01,1 • , O CONT. STEEL FRAMING: ROOF SUMP RECEIVER `• EQUIRED WHEN FLASHING c. REFER TO STRUCT DWGS 4 x P-T- NAILS' 1►'♦ +LADING AOHESN£ !S N01 FOR PARTITION TYPE N UNDERNECK CLAMP — A `� '►. BONDING ADHESIVE f5CMU WALL - SEE -^ MIN. 1--1/2' wIDE 4.07fr 720 NE Grand Ave. -5� Y-5" / HOT AIR WELD BONDING IS 16" OR LESS, 6 Parapet @Interior Roof Drain .- Kl-n" / EDGE SEALANT # REQUIRED WHEN EXPANSION JOINT IS Port land,Oregon 97201 .51 IJ¢'=1'-0" '{ECHANICAL EQUIPMENTSINGLE PLY MEMBRANE OVERLAY/G10 INSULATION REQUIRED 3"=I'-0" BOARD D-PARAPET-3 12c2, Ell Interior Roof Drain Plan 10 Roofing Corner Attachment GASKET y"Y,'-o- •5.1. %"=r-O- 0- 1 iz/Z 2 w P.7. NAILER 12c1 07600-1 SHEET METAL ' •ETAL CAP OR FLASHING CAP FASCIA WELD IN. CONTINUOUS ° SINGLE PLY MEMBRANE FASTENERS AN. EDGE SEALANT EMBRANE FLASHING Project: .- -� ASTEN ,2" 0/C ` PLATE ,2"O/C MAX nK OL New Building I :ENDING ADHESIVE 1 "EINFORCED MEMBRANE ° l SEAM FASTENING PLATE, 12" 0. C. MAX. AT 6"0/C WELD • ■ SINGLE PLY MEMBRANE FASTENS."{ $" MIN. CONTINUOUS-' II IN. 1-1/2" WIDE CONTINUOUS WELD PVC COATED METAL—\\ t1 STAGGERED DCE SEALANT • I3 MIN FLASHING WELDED 70 FIELD .. 10 2'-6" a Z 'EINFORCED MEMBRANE CONRN OUS WELD 1 1,-6„ SHIM 701 SLOPE 7fRMiNATK)N BAR AT < \\\ 1 ! SHEET WITH 1 MIN F, ( _ TB x 2 RAIL �, pci O �•. A CONTINUOU 4 \� ' 'PARAPET END w / SINGLE PLY MEMBRANE � ► § - 1/ 4,10110 II VIII {{ / CLEAT r� • 10125 SW WashtngtoD Sq Rd. 141/ ° / III II .N46.f \ Pori land,Oregon A: METAL ROOF DECKING - ° 1111111111 ® tieb A�' `II g i�• I \ FASTENER AND SEE STRUCTURAL .-- '3" I'��E•`i�` ' } • MIM \ FASTENING PLATE CONT. FIRE RETARDANT ' 11 it m 7 BENT PLA 7E 3411 X 3 X 12" 0/C 4 �" _ _ 2 X 9 WITH )E1"0X3)5" USE ONE CONTINUOUS TREATED WOOD BLOCKING I\•/ , III IMBED SIMPSON 71TEN SHEET OF REINFORCED INGLE PLY MEMBRANE HD VA STRONG BOLT, Sheet Tate MEMBRANE TO WRAP QNT. STEEL FRAMING OVERLAP, SEE NOTES 2 AND 4 I " CANT SINGLE PLY OUTSIDE CORNS' 611 -""M••• oI ¢ GALVANIZED WELDED 70 FLASHING SHEET a EMBRANE ADHESIVE, 16" Roof REFER 70 STRUCT DWGS •••••• - AROUND CURB OR FORM AND'L SNARED TPO +PTIONAL "L" PATCH �^•��' ' �3 Max. FOR UNADHERED. 36" FROM CDA TED MEiaL, SEE MEMBRANE II FASTENERS AND PLATE 12' 0/ , SEE NOTE 3 i"! h4► „,1s • 4 X PT NAfLE' 1� a ► r MAX, FOR ADHERED, PROVIDE DETAIL 12/A5.1.1 MAX +UTSIDE CORNER WELDED TO o a 1 I \ �0 INTERMEDIATE ATTACHMENT SINGLE-PLY COATED METAL : 1 SKID RESISTANT 3'.•0 110• FOR PARAPET HEIGHTS Details NOTE: PROVIDE WAILER DIVERSION CRICKET ON HIGH SIDE NOTE. NOTE: w 'S� RUNG AIL 1'-0"0/C, ...0. GREATER THAN 36 SEE WALL SECTIONS 1. DETAILS TO BE USED IN CONJUNCTION WITH GUIDE SPECIFICATIONS CONTAINING 1. DETAILS 70 BE USED IN CONJUNCTION WITH GUIDE SPECIFICATIONS CONTAINING . TYPICAL FOR WALL DGE SEALANT REQUIREMENTS FOR NAILER'S, INSULATION ETC. REOUIREMENTS FOR NAILERS. INSULATION ETC. COMPONENTS Mechanical Curb 2. FABRICATION OF TWO PIECES OF SINGLE-PLY COATED METAL, WITH SEAMS 2. OUTSIDE CORNERS MUST NOT BE WELDED SOLID 15 MIN. CONTINUOUS • OVERLAPPING A MINIMUM OF 11�" AND POP RIVETED 3- 0/C 3. IF GAP OR CUT IN MEMBRANE IS GREATER THAN r" UNDER OUTSIDE CORNER WELD \.......9/I =1-0 A 3. SEE BASE TIE-IN DETAILS FOR SECURLMENT PATCH. AN 'L" PATCH THAT EXTENDS OUT ONTO THE MEMBRANE A MINIMUM OF METAL DECK L'lGID INSULATION OVERLAY D-07600-4 I { 1/- i 4. COVER SINGLE-PLY METAL SEAMS WITH PVC 6- STRIP 2" MUST BE INSTALLED UNDER THE CORNER COVER BOARD •7'/ 12 PVC Coated Metal Curb Flashing cOutside Corner 14 Roof to Roof Ladder 15 Typical Parapet Wall Flashing N.r.S. N.i.S- y1_=1'-0" + -'-D i 5.1. D-07600-z 7 4 " 1• 0-07600-3 5'1' d-05500-roof -I 5� 1.2,324ACM PANEL SYSTEM Revision* • I. HMvA1+ a lY Mao Z11R DAMPPRODFIN., C• • t' WEED EAnrmte Px29,R,201914 x SELF ADHERING SHEET ``� .--- . i O= COVER !!! ~ ~ ` a 15J..a�.e c 111.1..x,111 WATERPROOFING 1.', •rE �w GASKET (ALL AROUND) J nos q ooar a 1 U. TVFR Ce Oro CWS AeeanY 3 9 July 21111 6. 12..144 2St9 METAL FRAMING - REL P Q T 'F" PRE MOLDED T. aJM,raa a a Meat 2E15 STRUCTURAL ' - '- N SPRING LATCH WITH WEEP BAFFLE BY ACM - - -II ' • I I 4 SKYLIGHT INSIDE-OUiSl➢E •HANDLES 11 PIPE FLASHING MDT C e, rnO,.M.•ta,s. I SKYLIGHT CURB AND PADLOCK HASP PANEL SYSTEM I S BY ROOFING a 311 2119 /O. 18114..Nw 2114 -. I m -_ •FLASHING CONTINUOUS SEALANT COVER LINER 1" FIBERGLASS MANUFACTURER Swami Plat,limn" Derm1 Rr..",• • I R ..r METAL FLASHING BEAD AT CLEAT INSULATION w� FLASHING - �� -� x - RED VINYL GRIP THROUGHOUT COVER WATER CUT OFF 'Cen0•0•.: � •~ I ® y FASTENERS AT 8"O.C. } MASTIC • Ig-. r.„..._J BEAD AUTOMATIC HOLD OPEN HINGE I CON 7IN000S CLEAT ► \ ARM AND COVER RELEASE STAINLESS STEEL SEALING MASTIC OR CAUL,. •, , I 1, I - LIGHT GAUGE METAL SINGLE PLY ROOFING h L ',V—li-GYPSUM BOARD FASTEN 12" 0/C CLAMP FRAMING, SEE WALL TYPES o +' MIN. I"EXT. RATED COMBINATION LOCK STRIKE ( V--'!' �-�_ -�-•- GYPSUM SHEATHING-SEE AND PADLOCK HASP BONDING ADHESIVE 1 TERMINATION BAn / PROVIDE WATER 1 1 HOT AIR WELD 7 DIVERSION CRICKET FASTEN/NG FOR �%,.. REINFORCED MEMBRANE ! BONDING ADHESi4c • �- CURB WITH INTEGRAL - vvv ON HIGH SIDE Oji{► FASTENING ,-, 'ti; _ CAPFLASHiNG AND SEAM FASTENING Y REINFORCED MEMBRANE \� 1�-:••1::!•F I� CLIA E FASTENER AND FASTENING �" '��' �, fill' ',` PLA7f, 12" 0. C. MAX_ BATT INSULA7lON PLATE. 12"O.C. - ;;'O v, •. {1l • _ - MINIMUM I-I/2` H07 ,� - �B•;•• r AIR WELD Rt MIN. 1I" WIDE HO _ '•..•f". `S;.�q•' MECHANISM r CUT-EDGE SEALANT r 11110, AESER,Eo0 i nap LIGHT CADGE Mf7AL d0 •: '' `O '.'{1 —ME FAL FRAMING, SEf ► ',/ 'Ll� _ �t�oRCR oESICR a+aw,Pc.,so+e .u. ✓ I FRAMING, SEE WALL TYPES '� 4�•� -� STRUCTURAL /- DAYS HOUSING REINFORCED MEMBRANE *4; MESE GR•MRCS ARE THE PROPERTY OF EDGE SEALANT • _ Cl\ MnnRER OESION GROUP. C.MO RPE NOT,O DE USED OR REPRODUCED PI MY SINGLE PLY ROOFING METAL DECK, SEE P II z _ - �r !" RIGID FIBERBOARD ""�rl:.::.;i:.;S::::.:?.;:.:.;: , MAWR MEP,MM THE AEON NRrt1EM .... 1:: INSULATION AROUND ►t/ +?+;tai;:`;;t; - Il +fir CUT EDGE SEALANT PEPMavcR a an•DPn.oEs1a GREW.P.C. • STRUCTURAL ff ,'� METAL DECKING iEl' .� �� OUTSIDE OF CURB 1 i MINGLE PLY ROOFING Date 17 Augast 2018 \ I� �I E, �'' PROVIf WATER DIVERSION CRICKET ON OVERLAY BOARD STEEL ANGLE, _ 7 Drawn by: Checked by: _ I r-1 ! SEE STRUCTURAL J HIGH SIDE BLOCKING RIGID INSULAT/ON ' GAUGE METAL METAL DECK DJA/DCB/CLT WEM 3'-0" +••• •••• `--�' ROOF FRAMING, SEE FRAMING • CONT. STEEL FRAMING; P.T. NAILER Job Number: 116139 i , ••••••••••••♦•`•••+•�'•�•�•�'�♦r•*•�'�•�•�•� REFER TO STRUCT DWGS ••••w•••••••w••♦�••�•••••••••••wO• � ' A STRUCTURAL 20 Pipe Penetration Sheet (ii- Roofing 1 Metal Wall Panel Connection i5 Skylight Section 1s Sklight Curb 1s Roof Hatch •5•, w=''-o' 5.1. 3"1'.-17. 5.1 ;,•;�:'taa _.� ,tt 5'1• ' ''''-.5d 13160.1 -1 5.1. ;203-D" For Construction Set - August 2018 A5.1.1 IN COVER STRIP, VERIFY COVERAGE REQUIREMENTS O \ ♦ r► WITH ROOF MANUFACTURERWOOD NAILER COVER STRIP, VERIFY - 21t, COVERAGE REQUIREMENTS • ' STAGGERED FASTENERS PER ROOFINGCOGE SEALANT WITH ROOF MANUFACTURER - ♦ < MOD NAILER v • MANUFAOTURERES RECOMMENOATlONS �- ► 1 COATED METAL EDGE >TAGGEREO FASTENERS PER ROOFING ~ MRDREN DESIGN GROUP,P.C. MIN. I-1/Z. WIDE HOT AfR WELD FLASHING DGE SEALANT COVER STRIP, VERIFY AI�FIIIBLTrIi[H • an MANNING AANUFAC7URERES RECOMMENDATIONS COVERAGE REQUIREMENTS EDGE SEALANT(AT CUT EDGES ONLY) TRAP FLASHING METAL EDGE C.M.U. WALL i. i 16" 2" WITH ROOF MANUFACTURER 7650 S.W.Beveland,Suite 120 Ml N, 1-1/2" WlpE HOT MR WELD FLASHING \ y� _ SINGLE PLY REINFORCED MEMBRANE ♦ \ I' OPENING IN - WOOD NAILER Tigard,Oregon 972'23-8fi92 f DGE SEALANT(AT CUT EDGES ONLY) ` ..•.1.❖•' .•� -t-�, �,.1 SINGLE PLY REINFORCED MEMBRANE ♦ STAGGERED FASTENERS PER ROOFING .h:•:<••�t.:!_!;:5;:;:i�;::Q.:1: :;•••'•'hr4�.:04.•�.f"l� ♦ .... ya �•i , �LEAOERABOX MANUFACTURERES RECOMMENDATIONS DGE SEALANT Voix::503-24 6 . ..fw -`_a l Fax:503-244-0417 !.e9i::::•X4+.14!M•!,!.::.X.:4•:?•••::4; :t. I;E:`.;:: • _ _ z s! •�� i COATED METAL EDGE " G ♦ FLASHING MIN. 1-1/2" WIDE HOT AIR WELD :' : ...;.................;...4'r••••M•.;.;PPS:��;.•.,.;.•;:•,� .�.�i,��' �•� D� •♦� 21 FLASHING I e ;y':'•`.',.,J.,��:4❖:'. . ...•O.•.! ♦ • i• i4 l �, -J EDGE SEALANT (AT CUT EDGES ONLY) '" �:f:'••:•::•.•:•`• •: :5'.•.❖:1i••••''•• A; ... i♦i •♦•♦♦ ♦•i� \. 5� •••♦•••• SINGLE PLY REINFORCED MEMBRANE N55 STEEL BEAM, t --.;§:od❖:•Aw❖.•:<.❖:•:::::::.,.•••;:4.:.,•,•::::::��,,.*:0,• •b� q4. ' ��•��♦�� .T/ROOF) I SEE STRUCTURAL i • • ft - - - -- _ ',• ;iEALING MASTIC OR CAULK'''. r.1 'e! •�. .♦ TERMINATION EAR .y.•iO4 , GUTTER • ri 0 it BONOFNG ADHESIVE \\`� - - rl ., d ti,•li� ON7IN000S CLEAT ►, I .♦ ,♦ 5" �� eV � 4, >77":. LEADER 0u br•.'`!•`{{` {••:...11:11.••.: ...•P••.••S1:•A.:•:'_ _ _ �� ♦ REINFORCED MEMBRANE �\ ` ACKING AS REO'0. ♦ I 4 • Alp FASTENER AND FASTENING DOWN SPOUT V • � DOWN SPOUT .• PARTIAL CMU SLOPIN C ♦ ELEVATION ■' • • TOP PLATE, r2" O.C. i -� ♦• o ♦ . .•. ♦. l' ♦ RN. i WIDE HOT AIR . 1 ° - I.".-M.U. WALL _ Il SEE STRUCTURAL �' •♦, RIGID INSULATION �i - i WELD :S S•. . ••'ti�0}:;••.'i l:'ti•: -1 I �♦ - ♦ RIGID INSULA MN EDGE SEALANT _ ti.•0$�.OiiiiO.•5:•:••`••••••• PARTIAL CMU SLOPING METAL DECKING 1 • 4•.•, `.V.I j,' SEF STRUCTURAL � •• j METAL DEi7tING 1 SINGLE PLY ROOFING ♦ ►• w:'w:. w••: `•`•••:•: '••••44••`••4; • ._! d:6...4..6..!Qa.... \ TOP ♦♦ •. .• SEE STRUCTURAL 1n • O A� :- w ROOFING PROTECTION ,_ t • •44 a• /�,,D. �. < BOARD —� ♦ ►�� METALFIG/D INSULATION Cj� r _ , METAL DECKING •—• ►♦�I COATED METAL FLASHING \, ,� r••' C.M.U. WALL - -�� Cj $ - • L DECKING 305• T� ♦ SEE STROCTURAL 0.0.1.U. WALL �� '+ - rj • • SEE STRUCTURAL _ _ `� t i ►•� METAL"IZLEADERHB X SEE STRUCTURALyq i�1 E 1lir� p. 4 • E ♦ --- • ►� 5" x 5" GALVANIZED i Gutter ' 2 Roof Edge at Elevator ;� ; DOWN SPOUT 5.1. 1 "='' °' S.1. ° "=1' °" ♦ Y c.M.U. WALL / �` 12b2c "d-Roof edge elevator �/ - •.. A. OF 9Roofing I Metal Wall Panel Connection e Scupper , Roof Edge at Elevator A Canopy , .3--1.-G" 1 ji"=1.-0- , 05.1-2 1205—r3 d—Roof edge elevator—Canopy n Owner: JLR 720 NE Grand Ave. Portland,Oregon 97201 Project: New Building 10125 SW Washington Sq Rd. Portland,Oregon Sheet Title: Details Revisions L 11/52015 a 25MT62:66 TURD_mmmo Pb,O.&R.1...e a 15.14reX16 415Jae2016 TVFREaa® rnsaboaai S 9 Joh M11e 6. 12 Job Dig ON Canna. aoorcamee T lb Jai,2 ie a al Awed Zia f i R I. MRDRER CES1011 LIMP,oE.C.,201 1 RRe115 P;5EPWD 0 TICK fMe !At aIMP PROP TT IF At MtDIEll DONN MOOT,PC..4q M[ POT TO EP AD CO REPRMUCED PI APT WOOER,EXCEPT WITH THE PRIOR ITIPTT1TE6 PERVISIiI011 OF 1ulmRlY WOW anR.P G I I Date 17 August 2018 Drawn by: Checked by: 7. DOA/DCB/CLT WEM Job Number, 116139 Sheet For Construction Set — August 2018 A5.1.2 ACM MITERED CENTER ��\� i'-I pi„ • 4'-11 " 1 4'-11 „ 1'-10i" ' I d T - a 1.4 1 hq ..., fir ~ . / I~ MA.DREN DESIGN GROUP,P.C. 1 _ _ - _. _ .. - _ _ ACM-2 A7 CHAMFER - -. 1o J�]} ! Alta - I JI, P2A - ARCHITECTURE • SPACE PLANNING �„/,� T ..II,\ Ipltrinripit -41./ 7650 .W.Beveland,Suite 120 AU I Tigard,Oregon 97223-8692 eti \� / I< 3., Voice 503-244-0,552 o BACKER ROD o a I A' Fax:503-244-0417 i A 1 , - AND SEALANT ,��/ RFI V}}6 Q .j jV I _ - - - -- --;- 1 �. :� I IN RFf-}87 �''+� ----57RUCTRURAL 37�" y 5._8#„ RFI-187 N N 1� a _ Y4 il__ �^ GLASS FACADE LINE OF WALL ABOVE 5'-11" 3�" WITH `` • 4' D" .4I � 1 1` INs�LarED /� � i ' SELF ADHERED FLASH/NG TO LAP 3-5" ® ' �� GLAZING /All' ,�, MOISTURE BARRIER AND METAL �_ - RFI–ITF � �k JAMB AT GLAZING ` II _ _ _ ' :il-4114 011��ç\? tBO 5'--2i"RFl-2O9 � RFi-209 5,_9i,. F l - i • I -111111 // �� / � '�`--/-� PIA EXPANSION JOINT Lid 056 Lr SHADOW REVEAL TRIM / CORNER BEAD / J J . -. W CT F. A. . P2A —-_ -5' il} PTP STEEL FRAMING - COORDINATE WITH SHADOW REVEAL TRIM • I. rill _ . STEEL FRAMING - COORDINATE WITH STRUCTURAL GLASS FACADE P3p_! SHADOW REVEAL TRIM I -4410 .` STRUCTURAL GLASS FACADE MANUFACTURER AND STRUCTURAL. I _ ~ 4 ‘ - MANUFACTURER AND STRUCTURAL, VERIFY AND CONFIRM LOCATION WITH WALNUT PANEL BY FURNITURE VENDOR-- . P.lo I Pio OF VERIFY AND CONFIRM LOCATION WITH I I'' J MANUFACTURER RFl-239.0 I -4----. MANUFACTURER �- -4110 I ACM Panels at Corner ACM Panels at Corner Expansion Joint at ACM Panel 1..,=r-0.. (0 5.2. 1,_.._1._C.' 1F-r-0" 1, 7" 8Z" l'- FRAMING - SEE a E Si"4 • ( ci) e o STRUCTURAL �"�, RFf-24.1 _ - _ v JBEAD AN0 SEALANT / '(� RI aJ yirA ..„,, 8i- (17) . tttIllt tt A i -101.. Atal i _ _. ___...._..,..� l Aili, .,ii`/�/ o - _ _�.I ._ STOREFRONT DOOR o . q ir.' + fit=■ Owner: 41' M••;I. ' ��r • AIRi 1 JBEAD ANO SEALANT SACKER ROD AND SEALANT TI i]14 IWALT'!UT PANEL BY JL�I\,� :401-1P- N. e r FURNITURE VENDOR _—' ` '—' — -- _�..,_. __.—.—. _— i. 1 i♦. , ._ _. - /�� BACKER ROD AND SEALANT ♦`��' /a\ P3__' . Alipase BACKER ROD AND SEALANT _ Allg o J �; ��.�,♦� Ili" 5" MOISTURE BARRIER TO WRAP OPENING Pee• �; .' MOISTURE BARRIER TO SELF ADHERED 1'–''r '.'I -• CI,-NER BEAD - WRAP OPENING up FLASHING TO I 'lb 1, i "' WRAP OPENING - I P2A JBEAD AND SEALANT - �+ GLAZING A7 VES 716ULE FPze J–BEAD AND SEALANT I — - H55 POST FOR OHD PS, Ito SUPPORT- f- - P30 l P7a 11- Pill' 720 NE Grand Ave. I OVERFLOW ROOF I f SEE STRUCTURAL — �Ilili+ I i�—. _�--- I I _ - Portland Oregon 97201 DRAIN NOZZLE 0 A I�I I _ rill OrIP -• --- - t _.. .410 RFI-84.0 w� ----J ¢}T I0 N�/ I ` �I1 i��I��J� .ii SEALANT I I • a 1'-47J" i- Project: s New Building 9 OHD at ACM Panel 5 H.S. OHD at Corrugated Metal Siding 6 Entry Vestibule at Corner 4iI,Door at ACM at Covered Canopy 42),HM Door at ACM rye•=11_0• 1�"=1'-D Th.-1.-G-o l rr•_p 1 ..=1._°, �„ 5.2 OHD #131-B Service Area ;5.2, G•P.. .R_ _ ..o. oRFr 187 A 10125 SW Washington Sq Rd. 1'-106" 3'-61l" 1-5i SUB-49.0 _ / I Portland,Oregon ? fi P2C < I RFI-186.0 711\ 6"0 CONCRETE MOISTURE BARRIER �� I 3'-7i G709-001 FILLED BOLLARD TO WRAP OPENING tilli 1 ' `11" I • V'I AWN lir 1i EDGE CLOSURE TRIM ALION EDGE OF BOLLARD METAL CLOSURE ' P T WITH EDGE OF OPENING PANEL PANEL - PAINT TO ' '' 4eM44IJ1A1I%!• BACKER ROD ANDSEALANT ARE6" _ Exterior 01 BARRIER 3" MINIMUM AT EACH WALL AND • OVERHEAD DOOR TRACK, SU8_49.0 ~ ALUMINUM BRAKE SHAPE TYPE VARIES i 3y. )/ 5,-1i" :- n /SELF COLUMN. SEE STRUCTURAL-\ RFf-8 LO 2 `- I Plan • r I t n „ .�,,� r SELF ADHERED FLASHING TO LAP P2A SUB-49.0 Details . ,.................„ ,_ _ MOISTURE BARRIER AND METAL JAMB - ,O o ►►ttrr ��1 A T GLAZING . . ,,y,1 0 • -. firevell: .!I! 1 3._5i_ rr�' { Revisions: 4 .n I _ I - -RFI-239. I ., _� HI,W:a1e z 2S Hey]lIa :..4c.c.� - i .. 19 o CaF1-20951 rvwo�r.�u Pm Deck Puree ♦ I EDGE r'-3}• s u>w•aIe s u�,:,:•zais [[�� BACKER ROD AND SEALANT I • a-a 7 � /[�� CLOSURE TRIMO�.,��♦a IRFI-89-0 I ALUMINUM BRAKE OVER $ •Jo,vle aJoiyEra a HI : MOISTURE BARRIER . O JBEAD AND SEALANT ComoreT'FACcmnva CMOs I a Xa T�ieE ��s C Auaw Ele • a■:a SEALANT �+ .__ -- .- -- `' ._ . - _ -_ . .. onoTo-ro„u,M Fx[mauve.,a, a to PIC � LED STRIP LIGHTING L__.- (A •:3I i e 24 ccual,nRla IC ISNovemberZola a ♦ . HIGH-SPEED OHD /I11� a s„n,�.Iwnu,.P w>a.IEn�, ♦:�.:� r4 4 �a �. RFl-416 H. uXw�ane Iz as Goo. CORNER BEAD v STEEL FRAMING - COORDINATE WITH I Ccie-al Rev>Lu• Cm..Acerae ` a��a _ BEAD ANC SEALANT STRUCTURAL CLASS FACADE -STEEL COLUMN - SEE STRUCTURAL MANUFACTURER AND STRUCTURAL. SHADOW REVEAL TRIM METAL WALL, SEE STRUCTURAL VERIFY AND CONFIRM LOCATION WITH MANUFACTURER 9 1-110-Speed OHD Jamb at ACM Panel to Bollards at Overhead Door OHD #130-E Service-Drive Thru 14x5 PM ›— 'II°411:i a a I rI wi YRORW LESION GROUP.P.C.2019.ALL '+1• 'rr wows RESERVED 0 t - - r S THESE DOnAT LS ARE THE PRCPERrr OF WORN DESIGN POF RE P.C.,AND ART NUT¶0 B[VSEL OR REPRWaGEO IN ANY MANNER,EXCEPT PITH TME PRIOR WITTEN PERMISSION a WOMEN LESION GROUP.P.C. Date 12 March 2019 Drawn by: Checked by: • P DJA/BKS/CLT WEM z ti ACM Panels at Corner Job Number: 116139 s<5 2. 1 0 . Sheet ti } For Cpnstrution Set - August 2018 A5.2.1 I SELF ADHERED FLASHING TO I LAP MOISTURE BARRIER AND c) ALUMINUM BREAK SHAPE G709-001 0709_001 MOISTURE BARRIER TO WRAP OPENING BACKER ROOMOISTURE BARRIER TO WRAP OPENING 2'-2 TS COLUMN - SEE STRUCTURAL M1LDREN DESIGN GROUP,P.C. AND SEALANT 3'12" " Altai TLL"CUME • SPA®FLAPII M ALUMINUM BREAK 7650 S.W.reveland,Suite 120 SHAPE - 70 --WF COLUMN - SE STRUCTURAL MATCH AbJACEN7 BACKER ROD I /� R Tigard.Oregon 97223'8692 ACM WALL PANEL ! AND SEALANT t /'\ TS COLUMN - SEE STRUCTURAL Vat 03-249-0417 n 1 Fat 503-249-0917 Ark ",L +-�-'+ -_.__,_ • ....• 26 — I PRIMARY ROOF DRAIN Var VI - - .• /, -3i ,(1-4;C:,),,, ., h - E l .! I[' o IlL ! - -c, F 1 : I iliA 1- , •_1 —.—.— — ---- �� 19 ---- ri_ ---- ---- ------ i 9 RFI-209 1 I \ ; iL,� -.61.-1... _ .. �.. -..._.J* OVERFLOW ROOF DRAIN RFI-209 y ��;I �V�I„Il�j Y HM DOOR AND FRAME. PAINTED �_,yl kil1112li I♦n: SEALANT2. PRIMARY ROOF DRAIN OVERFLOW ROOF DRAIN NOZZLE Q . \—.-- e�.. Irl/ 1.-5.. $�" 17�.. B' �*` A# CORNER BEAD J BEAD AND SEALANT - - - `.4 ."1 �j OVERFLOW ROOF DRAIN3056 RICH-SPEED OHO HIGH-SPEED OHD 01‘).(jiLY OVERFLOW ROOF DRAIN NOZZLE i High Speed OHD Jamb at ACM 2 High-Speed OHD and HM Door Jamb at ACM6Column at ACM 4Column at ACM OF �` 52. iw. 1'-D" 5.2. 7h"=1-0 1 _1. G. 5.2. 1 ._1._0.. ..,, �� 4-0..,....- ALUMINUM HIGH-SPEED DOOR JAMB ALUMINUM STOREFRONT WITH INSULATED GLAZING--�:�k- - E-111" ilt 7—�'` 3 4-�� i J' AIC •_ BACKER ROD AND SEALANT _ ♦.-....1.• WF COLUMN - SEE STRUCTURAL �_� J BEAD AND SEALANT �„ :.rx RFl-y<� ` RF-/-14 j -Rwg !! � .—.— / REJ-7 ------- --- — ® ACM-2 AT CHAMFER - •� 11.74.2078 4 �i ,, ! HIGH S EED OVERHEAD DOOR h ,, ` p CORNER BEAD 1 - /-- - , r," LED STRIP LIGHTING ��•��; r. �_ BACKER ROD AND SEALANT ' ,,� ^ !E \\\ -- SELF ADHERED FLASHING TO LAP /j� ♦III R ` . ".+ �_I-�I 1 i RF1-209 J BEAD AND SEALANT i .4- _1 h MOISTURE BARRIER AND METAL J BEAD AND SEALANT ti`A. ,� F JAMB AT GLA `" h 6� s . __.,.....�_.> 0 1` 5-21' 1.-4 - � 1 ipripv I LI_ • ry 11 , II;'��,� RF1-239.0 ' 11 �I t •� _ _1111 �� 441441$ se —. -. _ 1 .— � ASV _ _ A�• • ° ! I ill Owner: I , 1 F "r` --- ..C. RFI-239.R • '.�. . • �l 1 a�>, :•31:___,:_w.._ - JLR _ O neT Irr t.-• 0 lit ,,,,,.-4,.,.. kii zb - /1 --T--i. ` RFI-787 I - " ,� _____ 1 �. ! 0 3 �,, RFI-209 .N = • .- H ..,,, \ , t1 y y n . ..... RFI 209 RFI-84,0 _ . Ilk 1 MOISTURE BARRIER TO BE CONTINUOUS 1 ,,; �;,' 3}" ' 1` �� C5 BEHIND ACM AND CORRUGATED METAL WALL a - - _ ,,I ,1. ` .. PANELS : .MY 1111‘,„.,..''.e.- COLUMN - SEE STRUCTURAL M '-5;" ACM-2 AT CHAMFER 1'-i0" 3'-B i'-5" SUB-49.0 �, SELF ADHERED FLASHING TO LAP MOISTURE 1 720 NE Grand Ave. -MOISTURE BARRIER TO WRAP OPENING �" A. �- �. /"\ BARRIER AND METAL JAMB AT GLAZING SU .b Portland,Oregon 97201 RFI-84.0 - —.—.—.—.—.—.—.—._.._.—._...---..,..,.—....�_.�_—_---.-----• 19 RFf--187 10�" q_1^ 1-1�" 5 High-Speed OHD and HM Door Jamb at ACM A (\ACM Corner Return at Storefront - 1st Floor ACM Return at Storefront - 1st Floor 5.2. 1 -0 5_._?, ,i,"=,:-.:0- yt,�.-...e .-vas .a�wro Project: New Building 10125 SW Washington Sq Rd. Portland,Oregon Sheet Title Exterior Plan Details Revisions: I. II MO21I6 2 25 My ZiIE TVWDCdMT.,M P,dm R.N... 3 IS June 2016 R lI Jwe 204 TVFR Cannon CWssdmrtw a 0JMIY2I1 a 12 July 2018 ow!CnMN.tn ooarcan„nn I' 16.0,92011 a IS Au,Mt MIR dOG1'Caren. for Ctnnucta1 SR 9 leu .4Wp it IIN^w.r.W1.18 s.c...-.1 Rini.... Cn.I Re.... IL 13 Muth 331E1 12 Olfcn% Dew Remora General Rermov 3 RORER OFS4ON CROW,PC.201D,H 1 RIo2TS PE5CR*E1) i NNE oR0R1Mc5 0x20 THE PROF!'Pe o1 N ROREM DESIGN CRO/P.P.C.MO An NCI TO RC USED OR REPROOVCEO M 2045 PER▪�MIS...O1l CR Or MIIDRM 00,GROW WP.c. Date 12 March 2019 IDrawn by: Checked by: DJA/BKS/CLT WEM 11Joh Number. [16139 Sheet For Construction Set - August 2018 A5.2.2 EDGE CLOSURE TRIM " HAT CHANNEL OUTSIDE CLOSURE TRIM \ BACKER h-L.....____ ROD AND SEALANT ^a, HAT CHANNELQF EDGE CLOSURE TRIM OUTSIDE CORNER TR1M / 1 7/8' HATT CHANNEL O / EDGE TRIM r 1 / BACKER R00 AND SEALANT �� ( Q si! ° 4 ° - ° RFf-22.1 I / '_ RFI-22.1 I 1 Jr(I\ '' . . • MII DItEN IJESIGN GROUP,PS STAINLESS STEEL SURROUND 1z" At �0 i°� Q ° ° 4 I a if ♦ .4- •i♦i «..a-. '•♦ s-.«. ..• ..a n...1.... ^%t.AI •� • Q �� O• AlY7RPECTUkE �A�PU�TAm1 EACH SIDE AND ABOVE REMOTE OIL �,' p ° Q J ! is ♦.� •aaj •a .� _I • w • 7650 S W.Beveland,Suite 120 LDAD HDX AND BELOW TO EXTEND o+Ri,. ° • i � •• _ . . •• •.TO SIDEWALKa. i. f'! I 01 *«� •i <' 1 .• Tigard,Oregon 97223 5692 A�� „��. 4 !i4. ♦!C •• �i O Voice 503-244-0552 \ «° '- -' -" •i !i a•• Fax 503-244-0417 -rtlife \� ti�"s� +� • �� FRA EW METAL DOOR AND _T 1• .. N t. _a.•.n.A ;9 V. +�� ayea_vOj SEALANT A7 EACH SIDE OF • METAL CLOSURE N �a,'� ci) DOOR / FLASHING •v�� UK 4 PRE-FINISHED "w" FLASHING • f 7/8" HATT CHANNEL 1101:".4..14KLIVIr ,. •` 4�,r I " Br ° PRE-FINISHED "W" FLASHING or p +r O REMOTE OIL LOAD BOX ; ��1 I OFF OF METAL PANEL 7S" EDGE TRIM :rat Concrete Wall with Metal Panel / RF-221' \ Pxrko çii-ioor 'o- tw,� , + METAL CLOSURE FLASHING 11 iii �+i, ,► -e �� - •� �• ° a a SELF ADHERED FLASHING TO i•• •' +r \ I CO,. ��,�` j S a :j 4 WRAP OPENING "� ��.r . {* OUTSIDE CORNER TRIM • � ,\3� j •�. •� 4 O `�J' -- - SELF ADHERED FLASHING i0 LAP r/ • �` "��r 4♦ H N •� a �•- MOISTURE BARRIER AND CMU, 3 '� ,�.- O MIN LAP AT EAC:I C� 3056 'e- w 1Ia1.'�i-r.-ra l.-ru- ♦.► -��- wir E- R. V. \ i ,�, d" OFF OF METAL PANEL _ r: ��:.._i-0 (ThOil Load Box NI ' r IU GR,D_H 4 CMU Wall to Metal Wall at Ram 1st and 5 CMU Wall to Metal Wall at Ramp 2nd Flo 4'OF �- 52. 11 �w-�, . 5.2. .« 3rd Floor 5.2. . .' r' `OUTSIDE CORNER TRIM *04 f.!--.411111111111 S 4 o•; /\ . . Oa cl _, .. -411V i �/ • i�♦ O� OUTSIDE CORNER TRIM 11 I \ �� • •••a CONCRETE CURB - .f . ' 7'-31" _f I PA I ♦ '•-•••ti...- ".... "•- a'.- .kit•'•'"�;••1 F �.> _.. - _.._ - - - N l T`_. J. . w44.1� j _ I P2H �. . • 'T (: SEALANT A T EACH SLOE OF DOOR FRAME E. �� + f�1�" 1 '; �, ; - j - G - - SELF ADHERED FLASHING TO LAP •♦ `�• a •• 1 { I r l \\I MOISTURE BARRIER AND CMU - I k ••� © •T - ` .....♦W . 3" MINIMUM LAP AT EACH j ♦ I' • .•. SELF ADHERED FLASHING i 2i" F, 4" ♦�♦♦ - •• � - ��i ♦ k i •�• TO LAP MOISTURE - Ow • ki •a• BARRIER AND CMU - 3" • JLR •- f `n j k ;• MINIMUM LAP A7 EAOH _ 6 " •/I a aCMU to Metal Wall at Stair 1st Floor `'•• "P•`• •• � il�«� i�a-�a!a�!_a�. EDGE CLOSURE TRIM �:; 4. JLLOW METAL DOOR AND FRAME, GROUTED 5.2• " ( }� 1 4 ��---�•--ice �I: 8d- r �/ �J • • r I RFI-2.0 _ ' _ II G „ •� A" OFF OF METAL PANEL 0 • `_Y� �; I ,..xxxxxx / To GRID-H \ /VEHICLE RESTRAINT RAILING - I 1'-3�" �e I - j j SEE STRUCTURAL I ( . • Portland,Oregon 97201 I iii. . -.�---- %i• ---. __ CONCRETE CURBa RFI-3.1 ' 6 HM Door at CMU at Carwash ,,,,,♦,p' OCMU. to Metal Wall at Stair 2nd Floor s Corner at Column at 2nd Floor Entrance 10Meta! Wall Panel at Column at 1st and 5.2. 5.2. 5.2.1; = (Above 8ft,) _' 2nd Floor x •: k ` 4j B OUTSIDE CORNER TRIM Project: x S •: Qi New Building x «• SELFADHERED FLASHING RFI-76.0 • / OUTSIDE CORNER TRIM IY « AND CMU -0153UR N uUhfER r ®.� CONCRETE CURB -/l,�\ - r.\ / I vvv v.. -q,.O••• �!4 • I AS A . .- .4 _- AT EACH [ 1 l f I W'L �„ MOISTURE BARRIER TO -- --_41, to 6" wRAP OPENING41.11111.74 . { - -- I♦.►I ♦�.• .w� :rr:.r:♦.a ' _ A Washington Sq Rd. 4.$ .I•. .•.. ••.* .a I 2 •�SEALANT OVER BENTONITE -. I i k Portland,Oregon Pty° ' ` .I rr -� i 10125 SW i i r 0 ..--.-----.--.-?-k)-.:_.._::-._- ,a 4 IO �:Q� 1 I rImi ♦ I RFI-3-1P2LI �. A '° I r • J xxx xSxxx .... ♦ ^ -., -- II � EDGE CLOSURE TRIM-1/ I Sheet Title: ° b HATT CHANNEL I Exterior SEALANT AT EACH SIDE OF DOOR FRAME i IF MOISTURE BARRIER TO I ° VEHICLE RESTRAINT - 8- WRAP OPENING w j --------.c, - RAILING - SEE Plan C^ QQ STRUCTURAL Lo. i CONCRETE CURB I-2.0 PRE-FINISHED "W" FLASHING Details HOLLOW METAL DOOR AND FRAME, GROUTED •'•_ .._----EDGE CLOSURE TRIM I r� n1 I 1� w\ CONCRETE CURB I1 ; METAL CLOSURE FLASHING ------ •CONCRETE CURB .100" r' `` VEHICLE RESTRAINT RAILING - ti. ,; �� --_`�� • j VEHICLE RESTRAINT SEE STRUCTURAL �' - ---- OVERHEAD DOOR --- '�� - I BARRIER - SEE STRUCTURAL i- HM Door at CMU at Stair and Carwash 60verhead Door at Metal Stud Wall at CMWail at Column at Second Floor Entry fz Corner Above Parking Ramp at 3rd Floor iCMU Wall to Metal Walll at Column at 2nd .2. 'h•=1.-0" ,_'-D i 5.2. a1'"=1 ,°- .-.-�, B 5.2. '. . 5.2. .. ..=I.-0. at Stai - . .. - Floor Revisbts SAS i Il wnmle z awrals VEHICLE RESTRAINT rwuc n Raw. a ISJune2015 a Isr..au J BEAD AND SEALANT-,, ---- - 'V i Z RAILING - SEE �Fam,.,un. cwssw,.e,u STRUCTURAL MOISTURE BARRIER i 1 a SC,m, a lTCartn2 JO u TO WRAP OPENING i 5,•I 1, CONCRETE CURB a J "` `� c c s / 1. I-0Ju..ns, & IiAWmtfl9 OWf6mnnh Fa CLdnlmStl __ 4" METAL STUD As w I ID Nom..All A �• + B I BSELF ARRlERMERED MOISTURE aea'�a'a'.a a WALLS BELOW ` •'.� ► RAMP. SEE PLANS f I' �}-a. i; .; 8" FOR WALL TYPE % 1 f 1 - /I «.,..•,. I � O ` j CONCRETE CURB Via•«•aa•••♦♦ OVERHEAD DOOR ••O�6•; FH I III `. / f �aw♦..•.wra - 'F 1 1 �•i x.7'-0" i■� 1 /0 1 ilk 0.I L �" ;Mir',_ __+' ` O I .. . .-. -_ / O I r RESTRAURAL r` - SELF ADHERED FLASHING �, L N I • 'e RFI-I _ v 1- y - RAILING - SEE _ RFII 60.1 A��.•. •• Tia♦•iA.�• _.-- .__ _ _ _ �._ _ -, n r. .� I - ` who IP • • s ♦ •♦ �••�•■:•• MI PI ,L.J /.. .Ir�l� TYP. 1 f R�c`�*ise .vmso0•nc..amq•u 7.473eitr 5a, ! � g DR..n.cs eu n,e rllaeFan of �•.►.•.•.♦•i "r I I /� } EDGE CLOSURE TRIM • •�sMDQIP.P�PPaaJ� wrr ♦ •♦ i" �RFi-23 RFk-2.0 w,wrrtnc�cEnr•Frw IME F'R[u1111RIrrew.•........�•♦•.a-•s.•�.r•.�•�.a_1_.�•_1_��•♦fidrr I I OUTSIDE CORNER TRIM - OUTSIDE rc...lslaa rnamloeswu mato.v.c. .•� ,♦ Milli �" HAT CHANNEL) 1�8�" 2'-D}" l CORNER TRIM•■a.�' � ��FFF , METAL CLOSURE FLASHINGDale t7AllSustZDlE �•� �• i � MOISTUREDrawn by: Checked by a.1 •� r! MM DOOR AND FRAME PRIMARY DRAIN VEHICLE RESTRAINT 6 - --- - - - "�-"-�- - BARRIER 70 F _ : .rr'+••-�.��41.A.... .4=•r:t•1_ RFI-186.0 WRAP END OF rJ I METAL CLOSURE FLASHING RAILING AND POST - WALL Q DJAlDCB/CLT WEN OVERFLOW DRAIN alk -SEE STRUCTURAL j ��_ '-DGE CLOSURE TRIM EDGE CLOSURE TRIM / RFI-147.0 Job Number: 1161K RFI-2.0 20 Metal Wall at Opening Sheet ie CMU to CMU with Metal Panel 17 HM Door and High Speed OH Door at is Wall Under Ramp at 2nd Floor 19 Metal Wall End at 3rd Floor Ramp 5.2. _. 2. r .. 5. -°" '52. 'v'=1"-°' CMU to Metal Stud Wall 5.2. 1h..=r'- 5.2• IW - For Construction Set - August 2018 A5.2.3 PRIMARY ROOF DRAIN BACKER ROD AND SEALANT • h.l.on." OVERFLOW ROOF DRAIN 0 AND NOZZLE • q'_b#• ALUMINUM STOREFRONT WITH nn ��:,�� ' INSULATED GLAZING 1'-Oi" n� DOORR EDUSABLEEAD LINK MILDREN DESIGN GROUP,P.C. p RFI-239.0 (� ON �' '�' ••�' I1�" w watai KTURB • SPACE PLANNING a : - PRIMARY ROOF DRAIN \� - - l� J-MOLD AND SEALANT SHAFT - COORDINATE WITH MECHANICAL f6 io ^ I I PIA A 0 7650 S.W.Beveland.Suite 120 •NU� n Tigard,Oregon 97223 t?692 LED STRIP LIGHTING •. ..S A\ CONCRETE CURB ` SECONDARY ROOF DRAIN /, I ,•p: B Ih Voice 503-2440552 STRUCTURAL GLASS �: ' l F'ax:503-244-0417 A - , FACADE W INSULATED moi. 11I / t n IlkI n� a >, AZINGV �! RFI-239.0 / ;.y 6" I} ry _ IG709-002 iv 1111'Li 4,.• / • 2-3i W"l 1'-11: n 12 ;■� .t.- i•411� h �. l 1 • \ :`' SLOPE SLOPE . =2. I _ Z .1 • • � —._ ..— i,. �- �� `� �*��.—.—.-- STEEL C COLUMN - SEE I ! ", • l �. �; P23 Alt3'-9b III".. Tao •. ALM-2 - SEE ;� J BEAD AND SEALANT H = ,441P7'''' }' •� �� `r' ELEVATIONS STEEL COLUMN - SEE I I �, < 1 441414/,4,lr �— :a-# STRUCTURAL A � R '4 1 __ a • - II ., l �—BENTONITE WATERPROOFING WITH �T�J A . a 2"-9i" L 2'-1 }'-1}�" a ALUMINUM STOREFRONT a SUB-49.0 �— - -- SEALANT ABOVE V- _` J RFI-116 ' /� r WITH INSULATED GLAZING n 4'-D�" 10i" III I s I ', f STEEL FRAMING - COORDINATE W/ SELF ADHERED FLASHING TO "� I-5 3'-5" ¢ Y a '••'•"•p ~ ✓�i'S \ .. STRUCTURAL GLASS FACADE LAP MOISTURE BARRIER AND SUB-49.0• '• J BEAD AND SEALANT •• —__ •FIRE RATED HOLLOW p WFLT [056 R. a MANUFACTURER AND STRUCTURAL. METAL JAMB A7 GLAZING METAL DOOR AND FRAME r VERIFY AND CONFIRM LOCATION W/ III MANUFACTURER ^ tJ{� 1 ACM Corner at Pavilion SUB-49.0 (-2- ACM_ Corner at 2nd Floor Office (-3ACM Return at 2nd Floor (-4Doors at 1 Hour Fire Rated Wall re- Column at 2nd Floor 'OF C� 5.2. %'=' .2. ._1.-0.. 5.2. -1-o- © ... . 5.2. 5.2. 3.._1. o- EGID ,: I INA" OFF OF METAL PANEL YIO GRID-41 RF1-147.0 ACM-2 - SEE ELEVATIONS .111 ______ �� CO PRIMARY DRAIN FROM 3RD FLOOR I �---�—�----.—.—.—�—� 1e SEALANT I ' I 1'-3" 4 / WATERPROQFINC VEHICLE RESTRAIN RAILING - PRE-FINISHED = `,/ WATERPRE SEE STRUCTURAL I '� �, "w"FLASHING 4A SLOPE - ACONCRETE CURB ' - RFT-I47.0 1\ I -FIELD-FAB VERTICAL - I! AIA/. �-• �d CONCRETE CURB I RF!-26,0E WALL TYPES FOR _ - 6 p SE - METAL FLASHING A7 •.•- �•,R...:.w t•!!•- CMU WALLS -- I �� ' BREAK IN CQRRIGATED z. r� Na ? A 4 •'`' r _ 0 I METAL PANELS WHERE a P3N {_ .I a • ti �. OVERFLOW FLOOR DRAIN \\ � OCCURS j • C 3 s •.. s -11 {_ -- ---- ---- - CONCRETE CURB ' PRIMARY FLOOR DRAIN t\ I [��_� CONCRETE CURB ]. - - ----- I d 12 rr ~ — -- c) + - COORDINATE GRAINS I P2D O �_."""•_.• 5 - - WITH SFRUCCRAL Owner: n, = FRAMING BELOW \ r� I I 1 1 / 11 . , _ - T _-_VNICLE I JLR / OUTSIDE CLOSURE TRIM RESTRAINT IIN RAILING - SEE N OVERFLOW DRAIN I STRUCTURAL , 1 / II I l • - PRIMARY DRAIN l -- ' III /. WATERSTOP OVERFLOW FLOOR DRAIN - /— I • al J VEHICLE RESTRAINT PRIMARY FLOOR DRAIN O COMPOSITE W. RAILING - SEE c 720 NE Grand Ave. --f STRUCTURAL OVERFLOW DRAIN FROM CONCRETE AMD 3RD FLOOR '� i /I\ METAL DECK - Portland,Oregon 97201 SUB-49.0 6709-0G' SEE STRUCTURAL Floor _ -`m at Slab Penetration o Drain at Stair No. 3 � Dram at 2nd Floor s Corner at 3rd Floor s ACM Corner Return at Pavilion 10 Bea 2 , -, 5.2. •.5.2.' x.='-0 5.2. Pr ng:cl New Building 10125 SW Washington Sq Rd. Portland,Oregon Sheet TIIit: . Exterior Plan Details Revisions: E. LI Raw 20111 a ZMq 2112 TRW Ceereree Pin Pack Re9aee a IDA=2111 l 12hr.VI TES Camino Cesatmwxl a ChM SN2 a E2 7,47 7316 Mb Camera Gpryfmnean 7. l6.AJr2116 $ l9DI* M16 GCETr ea,. a Fd 1L....frt a 21wap9116 14 16 1Cw1 X16 9rmNrAl PM Rev. Gen.- II. 12 Hach ab 1019 11 Os Ocq C..0 Revmara Germ.Revann tl i MED▪ A$1 DESIGN SERVED CROUP.P-C-.3019,ALL R INESE r,.IN PROPERTY Ce RE JOT ro uSN CCT P.7E P.0 AND s d NOT ER D WEPT I ae DUCE°AMR ai TT. 6RMISS WEPT ILITr THE AMR 1P. P Lalnssla v ulLmoe o2s1aN G.O.P.P.P.C, IDare: 21 March 2019 1 Drawn by: Checked by: 1 DJA/DCB/CLT WEM Job Numben 116139 Sheet For Construction Set - August 2018 A5.2.4 W'111 E.-.., 1 .� 4�.. ' SEE PLAN FOR WALL TYPE r, °f E hq------ ,=:I - }'-101" �,. ` ,. a \ _SEE PLAN FOR WALL TYPE MILDREN DESIGN GROUP,P.C. SOX HEADER - a 11 SELF-ADHERED ELASH/NG w •. L,J - ---1_241 m TO LAP MOISTURE �� --_ SEE STRUCTURAL q O cwi I V RCtirrEcrlJxB • S'ACE PLANNING N •� • w P w A7650 Tiga�d,OreW. velandgon SULIe 1� - _ ��_______.._ BARRIER AND GLASS WAL: ... 1 4 '. 2 4 a HEADER -_� •I I i® Lasa �, ■:d:a O •4 ,... • CRETE MASONRY o / I Voice.503-244-0552 t __' _ , �;_ ,. ��• STRUCTURAL 1 a ? Fax:503-244-0417 T,-T�T i r I CONCRETE WALL PANEL WEEP AND BAFFLE -..al . . - ITEEL COLUMN 'V � I �j QL� CORNER BEAD � ♦ /� e e 1 e BEYOND - SEE METAL PANEL a TOOLED EDGE TYPICAL ACM \` SUB-49.0 - 1. , �: STRUCTURAL - - SYSTEM \ • LJ 1 REVEAL ` G709-001 _. �`� - I _ _ _ _ SEALANT iVa °� ' BEAD S _�� - �-SEALANT EACH :::Em HEADER TRIM ,- r • f RF!-6?-6: {SJ:1, \ 's CORNER BEA°SELF ADHERED r _FLASHING 70 LAp � �' -. \I MOISTURE BARRIER AND . '' I , ! _ GROUT FILLED 4 HEAD FLASHING 3" MIN. - _ - � SEALANT WEEP AND BAFFLE .. y I i e AT EACHI ___ - - \ HOLLOW METAL E - .SEALANT EACH SIDE J BEAD - -- -- APPLIED DRIP / n n ACM REVEAL, SEALANT a "— TYPICAL — W GROUT SOLID WEEP AND BAFFLE - - CORNER BEAD 1 STRUCTURAL GLASS _ _ -.__--..___--_._ _ I STOREFRONT DOOR FACADE WITH INSULATED LED STRIP LIGHT • GLAZING �- 1,-Die FIXTURE _ '' GLASS FIN BEYOND —�� GLASS• ENTRY DOOR -_�_ HOLLOW METAL FRAME S'��3'- '` �, q 305fi wrt Storefront Head at Sloping Soffit Storefront Door Head at ACM Panel 3 Storefront Head at Horizontal Soffit - Hollow Metalrpoor Head Hollow Metal Door Head OF (� 3, = 1 °„ 1" = ,,-C" ` 3.,_1, 0., A " , „ "` ...,,a.-, M e.-4ww6-1 / 5-3 a-.wwu�, 14al-r1 D-481)0-7b rV GLASS ENTRY DOOR _ GLASS ENTRY DOOR Milli STRUCTURAL GLASS C EXTERIOR ALUMINUM w • r'''''.••-----''~~� FACADE WITH INSULATED BARRIER MATTING - ZONE I I • GLAZING GLASS FIN BEYOND I U ] CONCRETE SIDEWALK 111 III ,� - SEE SITE 1.1 LAN 8°X HEADER - BOX HEADER - SEE !I 1111 Q SEE STRUCTURAL _ 44„ STRUCTURAL GLASS FIN SHOE i '1 ] _ 0S70 -049.0 BITUMINOUSOINT ASSEMBLY ' THRESHOLD - SEE DOOR G709-G01SELF ADHERED FLASHING SELF ADHERED FLASHING j ,,, w SCHEDULE AND SET IN THRESHOLD SEE DOOR TO LAP MOISTURE TO LAP MOISTURE a 4 CONTINUOUS SEALANT SCHEDULE ANG SET IN BARRIER AND FLASHING / BARRIER AND FLASHING SEALANT ! �F I) FIN/SH P - SEE z II z :NAE D CONTINUOUS SEALANT ��_:, v ,,,MI6 ___ _ «. FINISH PLRN o RESIN SET GRAYED llI��I �� IlTRIOR ALUMINUMxBEDj5 p, , 1 i 1 �■1.�� O RRIER MATTING - ¢ WALKWAY 1 r4-" ,,pp��,,1/ 1 Y--v_ r U , FLOORING - SEE Q =M!Mi i � ZONE 2 CFINISH PLAN .. \y SUB-49.G CORNER •' I••••-/-/-.4-/--/- / + CORNER e �T` BEAD _ BEAD---.... 4 2 a 4 ° 1 rn Trl 1» 'xeTnbe. T''r v�►`� �- �_tn_�_■J 1 Q �-1 - - 4 -?. ` J BEAD J a OwTlen e 4 d 4 4 LI 4 Q J DEAD � � SEALANT '! JLR a ..a /6. GO _Gl�; GRIP FLASHING, PAINT pRIP FLASHING, PAINT TO 4 / TO MATCH ACM MATCH ACM 1 SEALANT i 4 4 a 4 4 IAo. A d I I � A a I Q 4 e d a Q SEALANT, ALL SIDES SEALANT, ALL SIDES e - /- Q - h L1 ! -a DRAIN - I I I��II NMA DOOR ANE TRANSOM STOREFRONT a 1 4 Q TCOORDiNA TE WITH I I ----- Ni- I SCHEDULE _�—_1 II { a [[1 PLUMBING I 720 NE Grand Ave, o I I c°DRD- W/ DOOR HARDWARE Portland,Oregon 97201 BITUMINOUS JOINT 6 Storefront Sill Door Sill 8 Storefront Door Sill 9 Storefront Door Head at ACM 10 HM Door and Transom Head at ACM 1' 0" OStorefront 3 =V-'—0 5.3 ?' i'—G" .5.3 3,,.-G 5.3 .3'•=1'-°x,....,_ u Rfl 7.a �._ _ I New Building - n FIRE RATED SATING i l ./ =� + fli , FIRE RATED N ,/ FIRE RATED c8 - h I - +� SEALANT) - y /Jd 4• ^ SEALANT LER / /�� - �� 'S -- \ HSS HEADER W/ 1 ! _--- "—OVERHEAD COILING ``''�- - - �r / M i i -`\ \ STEEL MOUNTING --- DOOR - SEE 0008 �:I .''I 4 ROOF SYSTEM \ _ `_ PLATE - SEE RR SCHEDULE // x I/ // , �\\ \ \ r' /A�//� \ STRUCTURAL `!`._ �_-_ !�r-�\ 1 10125 SW Washington Rd. Il / //� -~��\ \\+\ \+ , 1/ //��~`��ir �; + �>" ,: ----�-, j/ V 7/ii---' I PIA 1 a SUSPENDED cErLaNc Portland,Oregon 8 s9 ! 1, ! ! �r +4 1 + + °� !l 1 > O / // .---� \ \ \ 11 O j1� r o R-1- f1 I r + If 11 I I I r I } !� �I/ 1�� 1♦` 71:://,‘ //,��=- ;\\\\\ \\�4%/ I 'v �\ 1 I1 E f! 1 I r I 1\\\\--,______--.2,/,//, GYPSUM BOARD ' / ��/// \ + �_i111 1 .� ! /---\\ I III + Il \\ // / ! 1 f1 I \N\‘`--1--:.------../// CEILING --SEE i I!/ 1 \++ } I } .� IIIpI /r \ \ NG �) \ --------- \ �_-�� /// / �__ ` .,.J' .. .- PLANECTE�+EI71 � r +\1+\I\\ \- / !11 1//r//I OOOROVERHEASCHEDaLE D COILING �iLl I'�. FIRE RATED f I\�\ / s cEluNc \ 1 4I y / EL 2 ` ! \ \ \, / OVERHEAD COILING r \�- / Sheet Title ' I J BEAD 011°' � I \ --'i ti\ - DOOR ON FUSIBLE s Exterior ACM PANEL\Tri;- I - 1 �� I . -"--HSS HEADER W ' I 1 - / LINK -- SFE DOOR F 1 � STEEL MOUNTING � SCHEDULE '� � �' ,.� -- DRIP FLASHING •�� I!I PLATE- SEE f.�a6>• MOTORIZED OVERHEAD �i �� STRUCTURAL I. Details r DOOR WITH TEMPERED GLAZING WEEP AND BAFFLE OVERHEAD COILING t CMU WALL DOOR - SEE DOOR -�I SEE STRUCTURAL SCHEDULE I. L COILING OVERHEAD DOOR 11 Coiling Door Head at ACM Panel at 12 Coilin9 Door Head at ACM Panel 13 Coiling Door Head at Metal Siding 14 Coiling Door Head at CMU Wall 15 Glazed Coiling Door Head at CAR WASH 5.3 „,. .•=1.-0” Service Drive — OHD #130C-H 5,3 o- t:,' ° OHD # 105-A and 106-A 5.3. ,w• iw , I'-° OHD #131-B and 131-D 5.3 a ,' d" OHD #2 0-A and 220- 5.3 0=o83°fl-1 AHD #166-A and 166-C Revisions: L 1. ]I I,hY a"16 2 25 May 2)16 T1,N'�0.msava Plan Check Ropu•e & f6Jv,e 101, 4 12 June 2)16 TI, 17fe ..-.-- � '---� �� 041 "Ff-8n.0 Tura ca�,ticwssa.�lroa5CJS 9Juy�]L 6 12Ju1?Ile cwso.,. , ooarml� COMPOSITECONCRETE r" iLANAlb 6 19AANDMTLDECKi' ' �mle• 1^"4" RFl-24-1SEE 57RUCTURAL 9.warAU=== IAa-16Noa,on.r- �' OVERHEAD COILING 7 it ' Structural WAN Ryon, c.�d wa.nw. DOOR - SEE DOOR ,K SCHEDULE - yl ,k' f �® �/ n-ch can Oner` CONCRETE SIDEWALK CONTINUOUS ANGLE ±I 4 'I � w - SEE SITE PLAN 4 X 4 X 2%135 Ii 4 4 4 5?�� WITH #5 AT 2'-0" 4 BITUMINOUS JOINT 0/C t �- - al FLOORING- SEE ' 1 6l p..„... y/ �'�FINISH ALAN FLOORING- SEEqLUMN - AGM �® -411111111lFP. I / CONCRETE SLAB - SEES ( FIN.FLR. ` ` I FiNlSH PLAN SEALANT VINYL DOOR BOTTOM Il REVEAL -I� II /f// ` • WSEE E COTRUCTURAL •=41,-.74'.„440 STRUCTURAL _ _ __�_� -IL BRUSHED 2.__,P3J I ¢ _ - - _ III III.�L . ° CONCRETE METAL THRESHOLD I I `� , WOMEN 6cstcrr GROUP.P.c..mla.fu -�_ �+— F;a:' :'e CONCRETE SLAB ON 4 E_ }� -� •ICNrs PEsca�co Y V ° 'I < 4 TI I� I J� ,PT f l MTL FRAMED WALL - SELF ADHERED _ I LI f- - L. t .411 rntse N DEEMS A nuc r.AND r or, { I— _ GRADE, SEE S7RUCTUR" SEE WALL TYPE FLASHING TO LAP wnoacN�Es1p1 CAMP,P.c.sno ARE HE I I�1jE=IL I'I -rar�4"i vir•--�`i3i'.'i r•,-4i I I'�`� c �• MOISTURE BARRIEP AND i1 111=III r i-111�r - _ — - HEAD FLASHING 3' MIN- �— I �sTyro ae usm a+ncPxowcJ:o m u,r HI � li Sal H LII�11 0 =11' Y STRUCTURAL SLAB ON ' ea.EXCEPT Mn,a,e PRIOR WRITTEN ' - is w or uITTRE1e MOM carzaw.P.6. AT FACH I CORNER BEAD =1I °ISI-EI II-III-II-1{HIII I11 11-1 I_ — GRADE- SEE STRUCTURAL SEALANT - ..-._-_ ? Date 18 February 2018 F l= 17 ,�I-' ISI I I- I Drawn by: Checked by: I VAPOR BARRIER • VAPOR BARRIER —CONCRETE ATSIM • METAL FRAMING - WEEP AND BAFFLE II CONDITION • l SEE STURUCTURAL STOREFRONT W17HDJA/DCB/CLT WEM I® ________.. -_ INSULATED GLAZINGSGTRUCTURAADE IL SEE ------_ ...- ---- /'\ Job Number: 116139 I • 20 Storefront Head at ACM Chamfer SUB-49 0 Sheet SUB-43.g Slab D ° ;5.3 „ - ,,_ 16 Coiling Door Sill �� Collin Overhead Door Sill at Turndown 18 Door Sill Section A )Second Floor at Grid Line L 1�i53 153 % G;�� - 53 3 -- or Construction Set - =ugust 2018 A5.3.1 SEE PLAN FOR O PANEL FASTENER /ie., V „,:7 PARTITION TYPE - BATT INSULATION WITH / -' h Il VAPOR BARRIER / y/ BATT INSULATION WITH a U • /� I SUBSTRATE • / VAPOR BARRIER 4 ' LL I V f^ i • 1 a a MILDREN DESIGN GROUP,P.C. -A.C.M. PANEL _ F z ` FLASHINGH TO LAP SEE PLAN FOR \ BOX HEADER, a J �� 0 CONCRETE PANEL • A•GIITBCfURB �A®1'ULNI�,IC \ 7650 S.W.Beveland,Suite 120 WITH 3 a" CHAMFER \ • AT EXTERIOR \ - Ig Oregon 97223-8602 MOISTUREARIER _ SELF-ADHERED • PARTITION TYPE SEE STRUCTURAL "1 \ Tigard, -244-0552 BARRIER AND � SEE PLAN FOR FLASHING TO LAP Fax:503-244-0417 DRIP FLASHING - \ PARTITION TYPE MOISTURE 'D METAL FRAME HOLLOW \ { SOLID GROUT HOLLOW / \ f MOISTURE BARRIER BARRIER AND _ -- METAL FRAME /!/// \ \ 1 / I •- GRIP FLASHING ' TOOLED EDGE \\\ \\ SELF-ADHERED FLASHING TO SUB--49.O i \ le'. - .1/./ v� � \\\ `\\ ;/ CONCRETE CURB _ CAP MOISTURE BARRIER AND ff .... 1 J-BEAD TYPICAL SEALANT AND 1 I- DRIP FLASHING - II11� SEALANT \ \\\ I BACKER ROD ^^-\`\ - SUSPENDED CEILING SEALANT A I F' INSULATED GLAZING \\ \\\ I -., WEEP AND BAFFLE _ '. - - I' INSULATED GLAZING \ } ..„,\ _ ik /-- /. BACKER ROD _ • rte- .-��._, 1 \ \ / _ I \• 'I DRIP FLASHING-7 - 1 WINDOW STOP WINDOW STOP _-.,,_- - f,�/� DRIP FLASHING {I DRIP FLASHING __ _ 5/8" x 1 F��4" TYPFCAL 5/8" x F 1/4' TYPfCAI . � `I - 4 SIDES. A<•CHOR AT 4 SIDES. ANCHOR AT 1)1 SEALANT AND • ° • BACKER ROO - J-BEAD TYPICAL APPLIED DRIP 2'-0" 0/C MAX. APPLIED DRIP I c SEALANT �. HOLLOW METAL MUNTIN xI E� •! HOLLOW METAL MUNTIN �� . , - IN 2 PIECE N I 2 PIECE +I ALUMINUM STOREFRONT �� HOLLOW METAL DOOR HOLLOW METAL DOOR COVER TRIM SYSTEMTRIM FASTENER W SEALING WASHER OR RIVET AT F2" -- ---�: ALUMINUM STOREFRONT . Ill / `f7� �Rf� SYSTEM I O.C. MAXIMUM 3056 r7Y'S] CONTINUOUS BEAD OF NON- 41t1Li E rF ,IR.� - /. 44- 4 SKINNING BUTYL TAPE OR _II�`/ V f" 11 SEALANTilor•.(C7I(i Storefront Head at A.C.M. 6Storefront Window HeadHollow Metal Transom Muntin at Door 4Hollow Metal Transom Muntin at DoorSoffit at A.C.M. Panel Canopy 4'OF CW0.-1 3.._F. �. filk 3-'' D" .3. . . � ,. .. », d-08410-4C 1402-A SEE PLAN FOR PARTITION C ALUMINUM STOREFRONT SEE PLAN FOR PARTITION TYPE TYPE Y SYSTEM n HAT CHANNEL \ - SELF-ADHERED FLASHING TO V I SELF-ADHERED FLASHING TO - ALUMINUM STOREFRONT , --•!0'.41 LAP MOISTURE BARRIER AND • IIII LAP MOISTURE BARRIER AND SYSTEM WALL PANEL I 5.5. STEEL FLASHING 1 5-5- STEEL FLASHING �'4411011 �1; SEALANT I', " � WEEP AND BAFFLE WEEP AND BAFFLE SEALANT AND SEALANT J-BEAD TYPICAL J-BEAD TYPICAL ;1 / �!�� - - ------ BACKER ROD i.,; I`i.;-r. S,S.FLASHING // 5-S.FLASHING IP / MOISTURE BARRIER TO ,., • /' - - --SEALANT �y/ !!!// WRAP OPENING DRIP FLASHING „ !/ SELF ADHERED Io m f MEMBRANE FLASHING HOROSCOPE PAVING. SEE a LANDSCAPE. SEE PLAN f rr-n \ _ . - Jy • TO LAP DRIP I '0 5.r• / I PLAN all - • __• •�, �. • FLASHING + , , a . BITUMINOUS JOINT I , + . . 4 .1. 1 • X11=1I()L ) ° -f I I-3 I I—I I Owner '4 'CI . . _:-s+�-ter _ . . °. " •• `_ =TI- JLR • A.C.M. PANEL 7 — 11— • • • ' .° :,•:,,•:,• I I I— I I—i 11�ll • l I=1 =1 I I—III—III— '• • r' _ i i 1 —I I l=1 I r l I—�•• -1 l 1=i!I—i f I—I i,/ BATT INSULATION WITH SEE PLAN FOR = = 1=1I1=1 • •. . .111= 1—- I _ _ _ • • • 1—lI1=111-1311 VAPOR BARRIER SELF--ADHERED 1 FLASHING TO LAP PARTITION TYPE MOISTURE BARRIER _ DRIP FLASHING AND DRIP FLASHING BATT INSULATION WITH VAPOR BARRIER • 720 NE Grand Ave. f Portland,Oregon 97201 Storefront Sill at A.C.M. Storefront Window Sill 6Drip Edge Flashing sBase of A.C.M. Wall at Hardscape 10 Base of A.C.M. Wall at Landscape 5.3. 3.._1_Q.. 3"-I'--°'' .._I'_ 5.3. I I 5.3- - .a, PARASEAL MEMBRANE - d-08410-4C d-Drip Edge FFaehing PARASEAL MEMBRANE °"- i SEE DET13, 5L 12/A5.3,2 ,� WITH BAGATONITE NSTS Ir AND F3/A5.3.2 EXPOSED PORTION OF WALL SHOULD HAVE a 4 SIDE AGAINST SUBSTRATE Project. �.T - RFI-147.0 ABOVE GRADE WFROM NTINEGT TO GH ANT LL New Building -j_ TREMDRAIN WATER FROM ENTERING THROUGH WALL CONCRETE WALL �� FACE OR CONSTRUCTION JOINTS AND a 'ice - _-.4 - NONE-WOVEN FILTER TRAVELING DOWN BEHIND PARASEAL d ��M // • �, FABRIC. AIRAFi 140N Y _ PARASEAL COLLAR, f/// 1^PRIMARY ROOF DRAIN OR SIMILAR a -� ..-- / . r CONTINUOUS PARATERM RAR . PERMANENT TAPE OVERFLOW ROOF DRAIN 20 - —DRAIN ROCK BACKFILL NAILED EVERY 8" D.C. FINISH —_,'_ Q - "RfMARY ROOF DRAIN ..0--- PARASEAL _— AOd2 GRADE SHOULD OCCUR AT OR �.�� i ~ 6 TREMPROOF 250CC, OVERFLOW ROOF DRAIN s - ATTACHMENT EYTRU510N5 r v BELOW PARASEAL WATERPROOFING. �� -_-- �'�' �"r d TREMPRODF 207 T, / BY ACM PANEL SYSTEM °` x ° --- !1 1�,, a ARPE ARAMASTIC AROUND N1CKLE-BRONZE DOWNSPOUT NOZZLE GRANULAR BASE P III-III _ o ____ '1 _ 2'-7 1/2'A.E.F. I0I25 SW Washington Sq Rd. COMPACTED - _ j r� -` SEALANT i Portland.Oregon I \ 1 ____ C �I V CAST-IN-PLACE PIP!'_ 1 IA 11 11 1-1 1 111=1 11=1 II'-' _ rl- `� �y 11 �: / / (COORDINATE WITH _ ' STRUCTURAL AND I / SEALANT - =,.AP Y-• • a . Ir_� r 11 1 �� 74•- . -_ �r�'�\ 4\� PLUMBING) _ �I / NICKLE-BRONZE DOWNSPOUT rrrrr • • • r « • � 1L— i A < r. r r r r i r r'+r w r r� ° NOZZLE R P ' dPI rI`rrrr • • • r. SUPERSTOP WATERSTOP. • 11 \\�`1 d L AL% ipip 4 41444ap — . ^ i r • •�i • • r r r 4r r7.4 INSTALL 2"fN FROM 1 • �.'� ' BONS r Y� r•�Yr Yr r . A teat% w i \ OUTER FACE OF WALL J. 2'-0• A,F.F. �i • • • •`i v i • r` �/�Kf ► .`• r j�. �� * Sheet Title •rrr+101..1•-r rrr.•.A:0.�.•.•r•.r.40.•.1 z �, TREMDRAIN. , • • >••• v - P ",404.,..r.....",- S INT.. ...7.� z .� ! / 3 ✓ A Q r•r,�`r r rrr4 • Ir iririfi� ' ririri. ! �� -ERMANENT TAPE AT d 1,5"PARASTICKEN DRY WRAPPED 15 ACM PANEL SYSTEM DetailsExterior !_p�_+=�_�_ HI,. .�-,. „. ...'14,41.111P- r -::. �\• of • ALL VERTICAL SEAMS. a - AROUND PIPE AND PINCHED T�._•_. '� 2 ♦. 'ERMANENT SEAM TAPE. CLOSED r • •� ° •, L a" °° 6 wr_'�^ 4' 7ARASEAL WASHER SHOULD EXTEND - SELF-ADHERING SHEET k ❑ ° :��,�f�•i�'N3 , FARASEAL MEMBRANE WITH `_ AT LEAST 6"BEYOND PIPE ALL WATERPROOFING S♦6 Y BENTONITE SIDE AROUND PIPE F14" coknNlous ❑ i-r•\/ NDFE: PARASEAL PRODUCTS PARAGRANULAR ' ° ° ° r'F+. `� \ REQUIRE A MINIMUM 24 PSF AGAINST SUBSTRATE. _ }" GYPSUM SHEATHING CANT - o " �� COMPACTION/CONFINEMENT Q NOTE: PARASEAL PRODUCT REQUIRE A FOOTING - SEE > ��I." ...A.4>, TO BE EFFECTIVE. I-I/2"CONTINUOUS MINIMUM 24 PSF COMPACTION/ FRAMING - SEE STRUCTURAL nPARAGRANULAR CANT. CONFINEMENT TO BE FFFFCTIVE- 1�TRUG \ \\\\%\\ /\/ % G 1y�D � Wall Overflow at ACM 15 Thru Wall Overflow at ACM Waterproofing at Tilt Panel and Footing 12 Paraseal Installation w/ Seams 13 Typical Pipe Penetration Detail 6Thru5•`�' n-07100-2 ( �•`� D-O7O-7 Running Vertically 5.3• D-07100-5 d-D74D0-2 5•3d-07400--3 Revisions 111Y12111 1 2'1402011 L Ip1 'TYW6fu, Ran6e•XepR'r METAL FRAMING. SEE • `i m y�V _ RFI-147.0 CONCRETE TILT PANEL ALAN - 1 IJJun 203 a 11 Aernll 1 - ° s ® PARASEAL MEMBRANE ai�•,dr �� 'n'�0a^^ea ""+� EDGE OF GYPSUM BOARD k (BENTONITE AGAINST �� N .�4== BATT INSULATION WITH SEAL TOP OF CAP AND s Ihrr mil s usymll AT ELEVATOR SHAFT TO CONCRETE) - �•s, VAPOR BARRIER MEMBRANE FLASHING fWSConmie oom empress ALIGN WITH EDGE OF • •- • • •^•'' �'L Y , LAYERS WITH FABRIC ANI T. 1IJ,Eynle w II Ayul nle CONCRETE ELEVATOR T '! } -• SUPERSTOP WATERSTOP • a SEE PLAN FOR PARTITION TYPE MASTIC 000T Cauca. r caeo,°,ms. • • • ti+ • • • p • •: PIT ` i •-• • • • .-�Y• - • 9. 24 Arr all 10. 11 Mwmlber nil /rrrr • r fir' r rid ' �'• • SELF-ADHERED FLASHING TO S SEALANT sl,.,awy Pin Prom ceea Re...,.e .,..a....,...,.."....,..,......,.....,,,,, • PARASEAL CORNER STRIP p ........+.0. CONCRETE ELEVATOR lirIi r rz. .. SUPERSTOP WATFRSTOP —. �� LAP MOISTURE BARRIER AND it �+�n1 PIT WALL F • Z1 Z•ti L ,� • �.- ❑ y p (BENTONITE AGAINST o p _,"4► •�. /AI/ DRIP FLASHING FLASHING Grand R..Iar,. z Id °, -.Rrirrrrly .•�t r' P p p P CONCRETE - STAPLE .110 - \ EDGES EVERY 3"0/C) • li a 'i �+ �'� �'� UNDER SLaB - - P 'N...1111.14.....,_.-00.1W• DRIP FLASHING • �a•�' ' - e VULKEM II6 SEALANT q L) n '3 ; ; + VAPOR BARRIER ...left.;`� `� '�'" .a a �!L "A-� 4 J -ire"r. v •r•'a'•!,_-. SUMP PIT, VERIFY SITE •" " -4_ AIR SS.FLASHING 0 0 0 0 �- p -- P � - V. / G PARATERM BAR. NAILED k • • �. w 0.+�f AND LOCATION YITH MFGR. n •a• ' :1000001V . r r r r r a SEALANT i k i iv i�i •�.. �- - i '1�` w. '*'yjI f? , w•A►• ,� ;I��, LANDSCAPE, SEE PLAN - l` it t< •'• jf-V 1 „,,....Lir ,r r ,....m.� . . e r P r� epi tet►:• ar ,• �'r`il�. =, s. ❑ �'�ir• . '_ // 6f� ” �• -�, y P .,,,31.74.2._-42` ❑ P �.• • III • f I I�-1!I MI rARASEAL MEMEBRANE r � � .fPARASEAL MEMBRANE ♦ \ 1 III-111-I a II _ { r, �' �• TREMDRAIN {` ' r T � CONCRETES AGAINST P a t 1-1—I I I—I I I� 6 W I��. ....-a.��. p �• �• •~`-.i , ' f-1 I 1-III-1 I ;.. Y •'1• Y. • a • . a a • } wr - n • t MONIS RESEPYEO SUMP PUMP, VERIFYe uu°REn OM.CROUP.R.0.sort'ALL a = s r� m 1' •^ I 1 • �� -111=11 =11 I _ _ 512E ANO LOCA TION I r _ WITH ELEVATOR r r r u o . : ' • •• _{ __ _ 3 c E^�= -}Str .r w` �`Y��`L� w ❑ ❑ I�- 1-1-111-1 E d d —I I— THESE oR.w,xGs ARE n¢PROPERTY or MANUFACTURER _ _ _ _ P •• . R Y i°BE uSEID°R REPR°OuCED lH MT r w ❑ •• p 1 L °u•fR.EXCEPT .EOPR OR WRITTEN IX 4 �.. .' I 1=11-U1=111-111= • III-III-III-I RERNI551aEE41LDREN w5IRI1��P P C •_= PARASEAL • Re F;1 , _� — III—I I '',r? MEMBRANE p w�y�R-'��..Y� N 1- 'I I•..alb• I. ❑ (BENTONITE • • ! YY. P • • -•f• 3G 4.!+! pate. 17 August 2()18 ,/ AGAINST ,• . w ,..-,F4 + - + 4PW. . 4 .si 'W CONCRETE) n -`,:�irvi' ':L_r 4,�7.;� Tr rf I Ala t':f.l'TOOT _ _ ,7 • • • Drawn b Checked b TREMDRAIN ❑ .--•= `r. •. e • • •' •.1 • • •_� •••-••-.••"•� DJAlDca�cLr Y Y - :.=1.:,,,.....,-.---r ` (FILTER FABRIC4.....:•......i. • +lyr •r+ I+r• * *�•A. 491:1114.: �i7� a _ wElvl 1 0AWPY r1 • 111 510E DOWN) I\ •a a a a • a a :� V TREMDRAIN (FEL TER FABRFC ---111‘.....1*,.. • V • •^ ••Ay.. ' I,r.I".ii 1�1:Ism } �`^+ + + p Job Number: 516139 •r•y r 510E bOWN Ar;:`/ .P:o`1 COMPACTED GRANULAR COMPACTED GRANULAR BASE— /a\ /I 20 Top of Waterproofing at Soil Sheet BASE 5sElevator Pit Section 53 Waterproofing at Elevator Pit 1s Waterproofing at Elevator Pit (1sBase of Corrugated Metal Panel Wall For Construction Set - August 2018 A5.3.2 . . . . 5.3, • k5.3 '-, ' at Landscape T K L 75 VEHICLE RESTRAINT L TRAFFIC BARRIER CABLE BARRIER - SEE I/ SYSTEM n STRUCTURAL h-t..........._ METAL COPING MILDREN DESIGN GROUP,RC. SLOPE "/FT. METAL COPING , 6 v , AGA.M. METAL WALL PANEL A°Rusec'ty°8 • mace PCauN>Nc' �� METAL COPING I I 7650 S.W.Beveland,Suite 120 —_I_y. _ ADHERED SINGLE-PLY CONCRETE TILT-UP PANEL, Tigard,Oregon 97223-9692 Ib y MEMBRANE / SEE WALL TYPES Voice 503-24 ) � TRAFFIC RATED SEALANT I - Fax 503-244-0417f --"Yr METAL FRAMED WALL. SEE / SLOPE }"/F7. METAL FRAMED WALL. SEE CONCRETE SLAB ON GRADE f' WALL TYPES r~ �g WALL TYPES - SEE STRUCTURAL FOR Ij.; - -►� .-- y"II� CORRUGATED METAL PANEL p , REINFORCEMENT / + ► � 411r d r . A ►� / C-M.U. WALL, SEE WALL ID I • .e..> MM SYSTEMS WNT SYSTEM ►� TYPES p > �"HATT CHANNEL _ 4 ►� ROOF/WALL JOINT SYSTEM 11140..'-' RF!-90 e CORRUGATED METAL ` d1.7* ► WALL PANEL p I CONCRETE CURB e N r5 ° a J •\ ► I •r s ° I CORRUGATED METAL j _ //�� ' FERE PROOFING 4 4. - v'+�I-��` ti WALL PANEL ♦ ► HATT CHANNEL ' ' 1 IYn I I .t�' �t= ° ._ ; WATERSTOP �`��`�_ ► CORRUGATED METAL Ic L ,••-:,4„..... ' `'� ., •" 0 i ► WALL PANEL I I HS5 TS, SEE STRUCTURAL `� �`*`� I y J f - 41........27 .', Q ''-.: �' �' -TREMDRAIN ��n■■� WALL PANEL p METAL p o i 1 �w��r��! 7- ,V444 44 PARASEAL MEMBRANE �+t49 Akf I ; J --- --—--- j �r� COMPOSITE DECK, SEE •• s +`•�r CONCRETE RETAINING WALL �,♦ •J�.�iS ` \I /� _�� STRUCTURAL 2�] J RFI-147.0 — _ ,�— METAL FRAMED WALL, SEE 4 ��..�.. - SEE STRUCTURAL 3056 o I .- RF1-147.0 - ' I 1 WALL TYPES - -_ __ `!•,�+',• STEEL FRAMING - SEE w1L AL at Metal Panel Walls Copig at C.M.U. - Metal Panel Walls Joint Cover at Third Floor Parking a Coping at Concrete - Metal Panel Walls Ramp at Concrete - Metal Panel Walls j)OF fit,9ppina ,=1-0 GO,3•5--,-0, leTh--1-0- A 5.3. m�.=1-0" �` ins >, © A L r\ , __---__ ,y" HATT CHANNEL 1 , ___ ___ RFl 4-147A ( _ .1 _.____ ---` -` Q , - ►♦ 6 RTI-147.0 CONCRETE WALL, SEE WALL f TYPESW STRUCTURAL STEEL, SEE METAL FRAMED WALL. SEE ► , ( )4 , f t''' i '"STRUCTURAL f. WALL TYPES ; •• •i TRAFFIC BARRIER CABLE /I, SELF ADHERED FLASHING ' 'I" HATT CHANNEL I. ►� CMU WALL, SEE WALL (, p 1 SYSTEM IJ TO SPAN CONCRETE WALL ♦ ` I TYPES a AND FLASHING, 3" LAP MIN _ CMU WALL, SEE WALL ' r STRUCTURAL STEEL, ► 94AT EACH r It TYPES ' — SEE STRUCTURAL 1 ( r ) ` I E I, ►♦� CORRUGATED METAL 4 FLASHING FLASHING O - MM SYSTEMS WJL-5-3 I j �► WALL PANEL - r + ' 1 ROOF/WALL JOINT SYSTEM ( SLOP£ •��• lie: 0 p �� CONCRETE CURB SLOPE -4i iCONCRETE CURB 'P: a ° CONCRETE CURB _. �~ i WATER STOP Iy I ; � CORRUGATED METAL lir ref I � • �y I G � � + WALL PANEL -- aSTRUCTURAL STEEL, SEE , ,!»' 1 •WATERSTOP + ,a�g Owner; i ♦4 _ STRUCTURAL a �STRUCTUR RAMP - SEEI . I �a' 1 ( a I ! STRUCTURAL ii DDSELF ADHERED FLASHING a' I , BAT7 INSULATION ! I+ -.•__________ + JL1R P 'x S. TO LAP DRIP FLASHING ♦♦♦�♦�♦�♦♦♦♦a+ SELF ADHERED FLASHING �. - _ a ° d M _tea_ li ♦ WATER STOP - •DRIP FLASHING , TO LAP DRIP FLASHING I /�� i I ( p , a 4 lin METAL CLOSURE PANEL, 1 DRIP FLASHING '•.)- COMPOSITE DECK, SEE CONCRETE RAMP - SEE HEAD. JAMB AND SILL, EYP, t STRUCTURAL a' STRUCTURAL • METAL CLOSURE PANEL. I HEADJAMB AND SILL, �,TYP. r - METAL FRAMED WALL, SEE J` _ _ - N- 720 NE Grand Ave. I WALL TYPES Portland,Oregon 97201 6Head at Metal Panel Walls at C,M.U, - Metal Panel Walls 6Joint Cover at Second Floor Parking 6Ramp at Concrete - Metal Panel Walls 10Ramp at CMU - Metal Panel Walls .,3, 6Head 41n ,., ,��, 5,3. W)r ► Project; ly VEHICLE RESTRAINT , ► ✓, _- BARRIER - SEE 0 1 -----____ _ ' STRUCTURAL VEHICLE RESTRAINT • New Building --------- g 0 BARRIER - SEE j METAL FRAMED WALL, SEE ° '. I VEHICLE RESTRAINT STRUCTURAL • U BARRIER - SEE I z CMU WALL, SEE STRUCTURA WALL TYPES ! 1 a FOR ADDITIONAL INFORMATIC f 0< STRUCTURAL o = WALL FRAMED WALL, SEE J a WALL TYPES Uff CAST IRON DOWNSPOUF SELFADHEREDFLASHING i� ° ; N PROTECTION PIPE, TERMINAT' i0 SPAN CONCRETE WALL _ CMU WALL, SEE WALL - - CMU WALL, SEE WALL O z 90 DEGREE SHORT TURN D I. PIPE 5'-0" FROM ► TYPES a S I SELF ADHERED FLA5NWG TYPES O J AND• FLASHING. 3"LAP MIN ♦ ) I ELBOW HUBLESS CAST IRON BUILDING FACE 0 „-------- AT ► e TO SPAN CONCRETE WALL AT EACH 0 �,- FLASHING E "LASHING v WITH STAINLESS STEEL „� f ► ) AND FLASHING, 3' LAP MiN '� < BAND. TYPICAL 45' WYE CLEANOUT 0 SLoPE �" FLASHING � a SLOP ' I AT EACH ��_ = . WITH PLUG 10125 SW Washington Sq Rd. • ° SLOPE/" ► .-1 ��` SLOPE 45 DEGREE SHORT TURN SOLID GROUT AT BASE Portland,Oregon FLASHING ♦ ELBOW ria •CONCRETE CURB + ► CONCRETE CURB o .,-� a� ; CONCRETE CURB < . —FOOTING, SEE STRUCTURAL ° 0 ♦'�►' CONCRETE CURB �i FOR ADDITIONAL INFORMATIC` WATER STOP +� ► WATER STOP ,� �j WATER STOP • H ' - COMPOSITE CONCRETE AND _��► w A WATERSTOP �� -µ } • METAL DECK - SEE . a a `r HAT CHANNEL - n 1°� 'It;! Srl 'Ir1iV,STRUCTURAL ► 'TI COMPOSITE CONCRETE AND IJ a Q METALDEGK - SEE + r_-r-♦- �l STRUCTURAL - - COMPOSITE CONCRETE AND =, +�� \� Sheet Title:COMPOSITE CONCRETE AND II j �� y -T S \ �'4+ ►♦1 METAL DECK - SEE ° METAL DECK - SEE F 4 '�'- STEEL FRAMING - SEE ty II -�, y sy '� + + STRUCTURAL I STRUCTURAL : a, \%, �. E: ':' ter STRUCTURAL ♦ R► I r .�_, e. ►' I { 1TEEL FRAMING - SEE I istilFtj-ii---- .'. 1- ►♦+ /1/ I I - 57RUCTURAL �IE -' .�; -STEEL FRAMING - SEE 1 3 ► CTEEL FRAMING - SEE SEE CIVIL '� `, /..��% �,. ..,(%„1\0...A.,\/, Details • Q /�. STRUCTURAL S STRUCTURAL �4��Q\�"\\�� i /��//� �\� ��/��/\��y //��/�f' RFI-147.0 RFI-147-0 \\ ',!AL./., • -.-A4,,,,,,, ?"'•f�o-.4 Watgrproofing at Metal Panel Walls i2 Waty-proofing at CMU- Metal Panel Walls 13 Waterproofing at Metal Panel Walls 6Waterproofing at MU. 15 Downspout Connection u _' S.3. .3.1 '5.3.' r "-1'-G" ' "_'' °" 5.3. fit.=1._q.. Second Floor Parking e3J ,. Third Floor Parking , a-DCwnspOutCCnneUl°n-7 r"� 4 .„, r '_ s-� � - . 1" CHAMFER RCvNioRS: • a Q� VATT INSULATION WITH RFI-147.0 COMPOSITE CONCRETE RAMP • {', `. \ VAPOR BARRIER L. Il Maym,e 2 ',Mil,a�;e _ ✓ - SEE STRUCTURAL LIGHT POLE RASE 'rv'Woct�„�,e P�.'auck ,�, SELF ADHERED FLASHING TO ,/ :NNPLATE COVER 1.,.„4"'" M !e.,w.laie I o� a SEE PLAN FOR PARTITION TYPE, !6, ; SPAN CONCRETE WALL AND a I i cws swre,u • FLASHING, 3" LAP MIN AT a mIN. 4 PCF DENSITY s a3uy mte 4 ;2.wr�,e "" - EACH a MINERAL WOOL BATT ^� � LIGHT POLE BASF PLATE _ LAPSELMOISTUREDHERED BARRIER TO cwsco,nuene COOT[mantra `{' - 44 DRIP FLASHING T. re rwymee e. ,e nuo,azte IA 1 o ,�,rF I LAP MOISTURE BARRIER AND a j" INSULATION ter- ' a /J FLASHING a _ -- !i !ir •DUPLEX OUTLET AND CCar mmme Per ca,crucrm 5e l.; o d .�__� . e! SUPPLY - MOUNT MIN. ' �''} a 2,e r .FIRE RATED SEALANT ' t ,w<m�e ,a to w..ncr m,e .' - r'lt', - - 11Id i'! "1" V-6-ABOVE GRADE '' Raman!Plan rs,... c.wa .gra y" CORRUGATED METAL WALL �� e - DRIP FLASHING u- Tagima me ,x On Gam CURB / c �' PANEL ' • • Q METAL DEFLECTION TRACK TRIM FASTENER a „ • 'II / FINISH GRADE 4 S.S.FLASHINO reee•A l�a� r _ • �! 1{. 1 SEALANT to —_� -A__—__ - 22 COMPOSITE CONCRETE AND --'- r .�JA,n`, __ I� .-e ,► I METAL DECK - SEE I. REI-147.0 CORRUGATED METAL PANEL 11r 1 STRUCTURAL •• 0 METAL STUD WALL_ ! -av q " ANCHOR eoLY I / IIt,; IIT CONCRETE PAVING WITH T0I --- - MIN. 4 PCF DENSITY i CENTERED ON GL-4 ,.,' -_I _ • o • SURFACE MOUNT QUICK 6. ' THICKENED EDGE, SEE MINERAL WOOL BATT S E - ;, CONNECT HOSE BIBB• AND '�r cm_FOR GRADES IOP. 1NSULA7lON SELF ADHERED FLASHING TO , [ .� METAL SOFFIT PANEL •n n SUPPLY- MOUNT MIN. - r - -1i _ _ e ° FIRE RATED SEALANT c SPAN CONCRETE WALL AND INSIDE CORNER TRIM 1'-0"ABOVE GRADE $ , ° q a t S FLASHING, 3" LAP MIN AT _ _ "• ,aax pca,u+MM..r-c.�MO,„u ! I pea I 1 �;,I STEEL FRAMING -- SEE i p+li; - EACH _,,k_ TIESpar Izn"To.c 3 e a . o STRUCTURAL ; - t _ _ ,ears acsE,.com �; FLASHING /,� • a" , I III—!I I—III I I �� ';J CONCRETE CURB � e a III=I 11=111=1 I-1 I IS 11=___W–M,- APE !+ CONCRETE CURB , r . ,Hese P,.,INGS as TEE PROPERTY 0, MIIIIIIIIIIIIM I�I G709-001 I a e 1, NOT o usco WITH TMEowo nRNO I11 !} • s PVC RIGID GGNDUI a LI-II I—III—{11=111-1 I IJ—�I I I—T- 11 EXCEPT a , �„c '46 1111• I WATER STOP •' WATER STOP sir. P2A • f TYPICAL a - - • • -III-�=III-1= I I-I�,-III L MOWS.d P COMPOSITE CONCRETE AND 11=-11�� - I • _ . . I LI II {I I} I I I3 f I II II II II II IT I-1 Date 12 March 2019 7 a e 4 ° 3# •a," 4 METAL DECK -STRUCTURAL SEE ! 4 • e, • II , I Drawn by: Checked by; gd- - a ° n = _ _ — a • 11=,..111=,..11/=,„111-1/1=J11=.„1/I- .1 Ica r 4 STEEL FRAMING !' •• ! ! `L /� - - SEE STRUCTURAL ,, — /^p DJA/DC13/CLT WEM RFf--2.0 II RFI-2-O ,/` _ ` Job Number 116139 SECTION r—e 20 Base of Corrugated Metal Panel Wall Sheet Metal Panel Wall at Ramp 17 Metal Panel Wall Under Ramp Metal Soffit at ACMis Ljqht Pole Base t ,5.a T 1 at Concre - t]4-nI'-0" .53 IY"=I'-0" ; =1'-D" 5,3. ' '-1-G For Construc • - - , ugust 2018 A5.3.3 "21.1"•••""m.n."""--. A111 PRIMARY ROOF DRAIN MRAREN DESIGN GROUP,P.C. AlECHITHLTUNR • WAGS PLANNING OVERFLOW ROOF DRAIN 7650 S.W.Beveland,Suite 120 SELF ADHERING FLASHING TO Tigard,Oregon 97223-8692 NOZZLEWRAP N LAP J VOLCG 503-244-0552 MOISTURE BARRIER NtCKLE-BRONZE DOWNSPOUT ) Fast 503-244-0417 NOZZLE METAL WALL PANEL SEAL MEYAL ANT WALL PANEL SEALANT 1.•_- - = BRONZE DOWNSPOUT ►��ir� NeWNitl NOZZLE A.F.F. FRAMING - SEE STRUCTURAL OVERFLOW ROOF GRAIN 1 SEALANT "RIMARY ROOF DRAIN ` SELF-ADHERING FLASHING TO WRAP NOZZLE AND LAP ? y MOISTURE BARRIER 44° c,/r� FRAMING - SEE STRUCTURAL a 305• it.• t• ill • e� n Thru Wall Overflow at Metal Wall Panel Thru Wall Overflow at Metal Wall Panel 4 OF CO a -D -0 7400-4 d-07400-5 Owner: JLR 720 NE Grand Ave. Portland.Oregon 97201 Project. New Building 10125 SW Washington Sr}Rd. Portland,Oregon Sheet Title Exterior Details Revisions eII May20111 a a May XII fVWDCmmem flew a Mk=MI5 4 IA Are ZI! TIRCarn. CMS S.. a aJaa, S E2JNE20111 C.sEanTaS LWTO M 7 ill.Aey2t to d 19Aypnoog amretie.,er, Fa MDDREN DM.CROUP,P.C.. 2016 ALL MUSTS REYAVED O TREsE ammo ARE It PROPERTY OF L➢OPEN DE9e1 GROW,P.C.AM ARE MOT TO 9E USED OR REPROWDED DI ANT WARR,Eltl'FPT*TM TRE PEl RMTTEA PE]OOSIa1 OF N1EpRM OESIat } Date: 17 August 2018 Drawn by: Checked by: DCB/CLT WEM Job Number. 116139 Sheet For Construction Set - August 2018 A5.3.4 AQI cr) ,l ' ., I 44/1/. _ - RFI-239.0 � W`- ihtrom". "'"•••-• ' /, CMU WAILS PER WALL TYPE - SEE STRUCTURAL i IRDREN DESIGN GROUP,P.C. - r I / -. • Ellir ARCHTTE Tullis • SPACE AAPThENG - / ..1 is , 1650 S.W.Beveland,Suite 120 „ ! ••• s Tigard.Oregon 97223-8692 SHADOW REVEAL • i ? k 4�� { 1 Voice 503-244-0552 TRIM I r - • _. . .i_ =- • /(�� Fax 503-244-0417 • I �. • I � o RFI-26 Q '.., t I a 3• ) .1 - ► 22 --- ._.1___,_,1-”----------- i l 'o, • KEYSAFE 22 —• — _ £ ._ I 1 — :: A -' J BEAD I J Y.:t4W::.•.i.e..::.1A!44!:ig!:! 1 ; AND SEE PLAN i rte•. �.-.thew 1011141111 -,-. ill . ,� - SEALANT _ i I -- --- - - -- ` • I • �� ,�-, CLEAR SEaLANT "• �i.` t2 � '- I � s� i.i�ii , f f , 22. • . I ., FRAMELESS GLAZING CORNER ) :M: On STOREFRONT • BEAD AND , �\ 1 ti4; •' DOOR • I SEALANT r, CORNER BEADS STEEL COLUMN - SEE { � • �� 57RUCTUR AL f 11111‘-r I> \I� • HOLLOW METAL EXPANSION JOINT '� `�� ` CORNER BEADS KEYSAFE DOOR AND FRAME C''� � ---'� 3056 Q CORNER BEAD 1• 411TC. T SUB-27.0 �� RFA-239.0 . ACM-2 PANE 1•-p" _ � ��'--.,.- - - - --- R�}�Y Expansion Joint at Interior Door 2 Grazing at Wall AX ° ! 4 Keysafe at Hallway 5 Ke safe at Service Area 4 OF 5.4 0 --.,.~.,.,., 5.4 a -, REI-239.0 .�, 1,..., :,..t.1,11' .4 ,,. CORNER BEAD I TTOORP • • JAEAANT LESS GE 2.6�" _p^ i Interior ACM Panel at Glass Wall �� ' Ail is , °. . ;r , BACK PAINTED GLASS — • 1, • � W \ i \ FRAMELESS GLASS DOOR Y 1" ' __! __�_- . \ I STEEL COLUMN - SEE STRUCTURAL • i ► a \ I Owner. c �. FRAMELESS GLAZING NI i �,—.-._„�,-.,_- k.._-,L —.—.—.—.—.—.—. CORNER�A�� KE SAFE JLR I - FRAMELESS GLAZING I i I 20 0 1 ► L__________L i 1 I `;,,. RFI-239.0 720 NE Grand Ave. VA i -___ I 21 ��.{ Portland,Oregon 97201 CORNER READ �.-- - - .— .—.—.—.-- s Conciercie Door Glazing at Wall Corner (9-Glazing at Wail 10 Kevsafe at Pavilion 5.4 5.45.4 •5.4 e-.�ciwM�n•..m- a4 ma�.wkwnw-� /� o-n.nw+9e.a� mewm -I 1-4,1 -.ye �pT�] Project _ CORNER BEAD A 82" - 95" PORTRAIT GLASS DOOR ,Q J BEAD AND SEALANT RFI-2.0 k DDISPLAY BY ISPLAY VENDORITAL New Building A. GLASS DOOR RFI-239-0 A q'-q•• ] RFI-2.D RFI-239_0 ,� 0 / 51' a P7 2.-0 t-4 ll 2'-0i" . J BEAD AND SEALANT I to f - -- J 1 24 10125 SW Washington Sq Rd. -. - i f P , - Portland,Oregon 541.1 III ji A3R I1 ?è - L J I 3-0..-- ,", -- P3A lis( .. , ! -, i_ meet Tide I�,.•1 i Details 'Irk. a BUTT GLAZED STOREFRONT CORNER BEAD o. ///J J BEAD AND SEALANT „ BRANDED GOOD DISPLAY / l 0709-OOt BY FURNITURE VENDOR J I It I ALUMINUM STOREFRONT WITH BUTT GLAZING ii Glazing at Service 12 Glazing at Drive Service Office 13 Wall at Display 1 Branded Goods '5.4 'm••=7'-Q•' 5.4 3`-r-o• •5.4 ,. ,.-Q.. .a.��•.....--. A..-«. Revisions: I. 11 May 20111 2 95 Way 319 TVWDComevn Plan Uuk RAI. a 19.hme 2119 I 16 Jure 0111 TVFR Com= VAG SAPra*I 0 BM,3116 6 124*17916 C-17r— COM larmsnepte 1. n 2u,1'916 6. 19 Moo 9911 ODDT Cann b Fa Corerxtyn9H R 21 Au@d 2119 II 16 Nxe1Mr 2019 S9unrM Rn Renew Caen]9ewyre II. ]S 6Yrd,2019 12 Cn Going Gerard Nevem, Grr22Co* w S x 11112.0.1UP.I DESIGN CROP.C..2019.NU RIGHTS RE0ERYED0 WINDS re or *Eu a HIDES ae�P..,AND ARE NOT 10 6E usW W REPADpRcLT 9+ANY MAW%.LRCEPT PITH THE PIMP%HITTER PERMISSION CF MILXRO1 DESIGN CROUP.P.C. tDate 12 March 2019 1 Drawn by: Checked by: 3 - DJA/DCB/CLT WEM R Job Number. 116139 Sheet For Construction Set - August 2018 A5.4.1 TACE OF WALL ABOVE © RPP. -3TRUCTURAL COLUMN, SEE 4'0;1;011 RFT-239.0 7i" STRUCTURAL ff FACE OF WALL BELOW ---- 7• -ACE OF WALL BELOW l -�Jo4 LOUNGE LEATHER WALL BY / I i Ma,AREN DESIGN GROUP,P.C. Gan FURNITURE VENDOR ARCHITECTURE • SPACE PLANNING I :::;::: 7Beveland,Suite 120Oregon 97223-86920 503 244-0552, SEE ' " 543-244-0417le � .III 'I I 1111646 Il'Ia11UiU -BEAD AND SEALANT, _ -. - TYPICAL "°0 �� BLOCKING - c`-qLAn', / CTOREFRONT DOOR • ; STRUCTURAL BEAM, SEE FRAMELESS GLASS WALL • .77 `�' ‘ / A/ STRUCTURAL L ! ORNER BEAD. TYPICAL v •_ __ `° ' - I — t caro fA� I I ` I ELEVATOR SHAFT SUB-72.2 MOUNTING CHANNEL CORNER BEAD. TYPICAL I P3M I I PLC 1-------- - - - ---- -- I. 4i„ ZI 7 ��L.1144A4 709-001 I AFRAMELESS GLASS WALL 7 ' 2,-8 ,. G709-00/ - - —.��.._ w L1 3055 LI °Plan Detail 2Colum_ n Cover at Service Bay Framing at Elevator X Braced Wall 4 Plan Detail 6Plan Detail of CWG , , D -'-° F1rSt FIOOr n1 ° 3 ,_°3"= 5.4. w 5.4. •vwls r.a•.•«�RP„r*•RPe,.a s,Nwwae m.a vr.3la i.r w..-wr.w.w4...w-•vs.� <a.s 14A '^^' RFf-2.0 e•. I INSULATED BUTT GLAZING ' CORNER BEAp, TYPICAL I A3R COMPO5171_ METAL DECK, •• '',,....m.. •• ® SEE STRUCTURAL • • + ® �1 1�1/1/1,1/1�41111 11 II IIIA = A ,p '.�- SEALANT AT BASE OF o_____-_______I,.� STRUCTURAL COLUMN, SEE I CMP. BOARD, 7YP. �.. .1.'• •\ \ STRUCTURAL a ITAPE STANDARD . ^V ■" �'e HOLD SLAB BACK I"FROM CONTINUOUS SEALANT • +• - I � FACS Of C.M.V. WALL ' 2'_g^ i•'-- BEYOND • ` ' .;...• 70' CORNER BEAD, TYPICAL C.M.U. WALL BEYOND CONT. ALUMINUM BRAKE Owner SUB-720 SHAPE TO MATCH 709-001 _ 0709-001 ERISTING SYSTEM JLR --- _,,„A__I_,‘„, Il T. -ZTRUCTURAL BEAM, SEE J-BEAD AND SEALANT. STRUCTURAL Q ~. . "1 TYPICAL FRAMELESS GLASS WALL - 709--007 •'1 720 NE Grand Ave. "I Portland,Oregon 97201 ALUMINUM STOREFRONT \-\_-_. .!__...,_"L WITH BUTT GLAZING (-6Column Furring Detail (-7- Plan Detail Qezanine Slab Edge 6Plan Detail 1a Wallat Mullion ) 9, ''=i-D" 5.4. 3.._'.-0,. ]iib OHOLD SLAB EDGE BACK 5/8" A ©O.PP. ■;`1 _TRUCTURAL COLUMN, -TRUCTURAL COLUMN, SEE Pro1eCI: PID SEE STRUCTURAL ,� FROM FACE OF C.M.U. /�RFI-23A� STRUCTURAL New Building \ 703--001 I PIC}— 709-00/,\ 1:T,R.Trl CORNER BEAD, TYPICAL A 5 1 STRUCTURAL BEAM. SEE R3A ----® 709-001 r 'p;;�,•�•4A•A•••••S�t--' I STRUCTURAL ;j ':o """444444444411144 uilr66kit /UMI/iG! \ . _ .:0. t.,. CORNER BEAD, TYPICAL ' Q O -I r - r;�;�,� 1.1., I I _ _ _ __ li sP, l� L • I RFf-239.0 r r ., „ �; h rim 44.3 611/144641:14Ui1if44 II 11111 611161111114 116641614441441641. ._. A.58.4.2 101255W Washingto15gRd. 0:00,0000000111 BASE AND UPPER CABINETRY �.. �.-.-........ -, _ ._. .,..�.., -�: G I ^\ r+ri1 a' ;a, radii �m Portland,Oregon ----- 9 i �I; a3 P1al 7 - STRUCTURAL BEAM ABV., r� f _a= 2'-B SEE STRUCTURAL BASE CABINETRY r�. I 3/8" SEALANT JOINT ai I ti lam.: _ �:. `\ 1��'•, l =a, ® ^TRUCTURAL BEAM. SEE - _ x ` ..''''' • °:•.1.11-0 ,�_, 3 STRUCTURAL ,. I ' • / �, I• .11 �N6666N16661 661u666 116 6NN6Nu1a I , '' `'' '" �-'�•''R' 'D II�I=a ELEVATOR SHAFT �.• STEEL COLUMN - SEE sheet Title: • -AJ .+ • STRUCTURAL STEEL COLUMN - SEE f3 I ••: ■.., ■.11 ■ ' ■r �.: . ,' STRUCTURAL '.. 7 - � :.c•.74.:4a-r....- ....•.•.•.:.•.•.•.•. .............. • ..-•-.-.-.-:.CILI I Details Z. Q 0 HOLO SLAB EDGE BACK 5/8" -4. FROM FACE OF C.M.U. i _...n� 401141 12 Column Furring Detail 2 7 11 Column Furring Detail µ.a.. Z 13 Column at Mezzanine Service Office CMU Wall at Mezzanine Service Office 15 Framing at Elevator - X-Braced Wall 5.4. '.5.4. ,,._,,-°" 5.4. =''-0- 4 5.4 -- Land'-°' Second Floor Revisions: N. ...Pc. ..L., \rrn I•rover-,yror....e. �,, - I. 11 A6y Ale 2 r wy AIe rvwD�T.�,N PmaNxRR..., / — I 4.... _ - \ — RF!-2.0 a 15.hreall rvACernm�o A IS June All �rss�.w S � g IFACE OF WALL cwsta,.rbm ODDroYIROIS T 16J4 AIH S 19 Aura 2318 ALUMINUM FRAME • Roar Conan rortRalr,raarrR 1 9 ]k Rae.ale 1A 16 NTararAIH 9a iwal 11.n.Rem. Gal Rera3va 13Mu44A19 IL 3.Qca i-GLAZING ca,3ea<R« Il. . c�.i R.,.. . . 1ItY \ . Fi 0 EP-2 O ullJnpl RESIPI RAMP.PC., 9.ALL MGR'S RESERVED® i I° :I1R5TIT S '-3 DIEWR by: 4l / AIA/DCB/CLT W� El TYPES `/ — r / — — .Lab Number. 1161.39= f/ Sheet cia)Aluminum Frame -Side Lite 1i WORK BAY FLOOR, TYP. For Construction Set - August 2018 A5.4.2 • hl- ,.. —7. BACK PAINTED _ A MIIDREN DESIGN GROUP,P.C. _� �` GA55. SEE FINISH -` aerctmEcauRe • SPACE PLAr1r•7AVG 7650 S.W.Bevelard,Suitt 120 5/8" GYPSUM BOARD SCHEDULE 5/B" GYPSUM BOARD //� ' • _ - • I tSYolc Oregon 5O3 244-05592 .I 5/8" GYPSUM BOARD METAL STUD WALL FRAMING, f METAL STUD WALE FRAMING, METAL STUD WALL FRAMING. Fax 503-244-0417 + SEE WALL TYPE _'�.` METAL STUD WALL FRAMING, �� SEE WALL TYPE 1,,I. SEE PLAN FOR WALL TYPE '11. SEE WALL TYPE 1 TRENCH DRAIN SYSTEM • - I �' , WALNUT CLAD WALL PANEL CONCRETE REINFORCING, SEE STRUCTURAL / \ "FRY" DRMB-625-300 'FRY' LED 4" FLAT BASE, W4 'FRY' LED 4" FLAT BASE, � "FRY" DRMB-625-300 / REVEAL BASE - SEE ELECTRICAL SEE ELECTRICAL REVEAL BASE • -411. _� SLOPE SLOPE I I • CERAMIC TILE - SEE I ----,.`• FINISH PLANS . \a .e '..//:•• /, �,• + - ' r-.-..- - ,t1,...:. ' ,�..p 4-BB----�_v./�..., ,do c �-I 'v '11.111111"- I ` .r 414IW, [ I -...-- 11111 'Ii. i. i. ii WATERSTOP lb� 1 I J I VAPOR BARRIER J T I I. i I A, I I I J GRAVEL BED rr 3056 f77 4004 • oSkirtina Detail Skirting Detail at LED/Back Painted Glass Skirting Detail at LED Light 6Skirting Detail at Walnut Wall Panel 5Trench Drain 'OFa, �-Q" A-_I.,-D-. a..1.EEXI'A d SI° 5.5 Q"Io--4.. arA.-wAr.wm .-.w,..,r-. 5 7" XII LIGHT WAGE METAL FRAMING. SEE WALL TYPES . A.C.M. PANEL, SEE FINISH • �^ SCHEDULE FRY • I. DRMCT-625-75 'I 1 I �� ` S.A.T., SEE REFLECTED 1 �: [J, CEILING PLANS � J BEAD SEE PLAN FOR WALL TYPE J SEE PLAN FOR WALL TYPE . I � j': S.A,T., SEE REFLECTED SEALANT ��i CEILING PLANS Tyner. `' SLR `��'i �; FRAMELESS GLASS ` A II � WALL SYSTEM L '. '----' 4 . _ �, - - - �' ., i SUB-27.0 .1 f . I git Val% SUB-27-0 � CORNER BEAD J READ J BEAD 4e SEALANT SEALANT I FRAMELESS GLASS WALLFRAMELESS GLASS WALL 720 NE Grand Ave. ,,r SYSTEM y SYSTEM 1 Portland.Oregon 97201 SUB-27.0 6Frameless Glass Wall at Interior Glass Wall - Head Frameless Glass Wall - Head Chamfer 6Frameless a-dam es.e.N.,.e.W Ireepw..-,) ewe..nr.k M—est.—IFyr/eby,T-,I � �� ,7.0....P.......III-om,�.0,e._''''..-'' .. 1 Project: FRAMELESS GLASS WALL 1 FRAMELESS GLASS WALL New Building SYSTEM SYSTEM 65„ R FRAMELESS GLASS WALL / SYSTEM CT3. SEE FINISH PLANS C73. SEE FINISH PLANS 4i' CPT1, SEE FINISH PLANS A .. SUB-27.0 CONCRETE SLAB, SEE CONCRETE SLAB, SEE STRUCTURAL STRUCTURAL mik : POSIrE DECK, SEE 16125 SW Washington Sq Rd. SEALANT STRUCTURAL Portland,Oregon xma,mc»Ic4ravrxl ,I a a, J BEAD '� CONT. H T CHANNEL a ,Q 1' I ,,I -::'--:"--: d a a d 4 4 CORNER d d a a d 4 a 8EAD F , Q a C 11 _ 4 a a 4 4 a , SUB-27.0 n en d d A d I a d G Sheet'title: a NI,,,,, a a d d 4 — — 3OR STUD BACKING Interior a I �� PLAN FOR WALL TYPES Details ' moi W. ?1 .._Ii VAI RFI-2.0 SUB-27.0 Frameless Glass Wall - Base 6Frameless Glass Wall - Base , 13 Frameless Glass Wall - Base 5.53"_1,_4„ 5.5 - - a-v— + ,,.m.- . , .-Pv..w.bow.e N.Ar.-wenn.-N a-.. ea,a row.. • 1ZeY1510[L4 1- II Mna.la 2 2E M..2019 TVWDCmmmh PIt Cheek Rrywne a 15JWHAXE 1 IS June 71118 ✓vFRCun,a,o CWS3unna,,.1 S 914 Ill S 12Ju1y211E CWSCun,em cam Csmramt. I. le July 2)15 S 19 Au..XI8 OWta aaart,A For Construe1.*1 • 2.Ay...MIS 10. le Rmenec Ple Stnenm P1.,A.A. cm Revel., IL an ray G EM/AIN.... '':i I IYILORFN DESIGN GROUP.P C..20.9.ALL I RIGHTS RESERVER C R TNEeE qG$ARE.PPROPERTYO P OILMEN DESIGN GROUP.P.G.AND APEI NOT TO BE USE OR M ANY Y P EAHEA.EXCEPT I'm PRIOR SNTIG PERPISvaN CF.ILOE.E. OCSION C90uP, P[:. IDate 17 August 2018 1 Drawn by: Checked by: 1 TJK/CLT WEM Job Number: 116139 Sheet For Construction Set -- August 2018 A5.5.1 WHERE TOP OF WALL TO STRUCTURE (1) 20 CA. 316"NOMINAL METAL • • ABOVE 15 LESS THAN 5'-9" PROv!➢E STUD BRACING TO STRUCTURE ' / FLOOR OR ROOF STRUCTURE FLOOR OR ROOF STRUCTURE (1) 81 RS AT &'-0 0/C TO ONE WITH (2) /8 SHEET METAL j �,�• ly ,�/�,�•,�♦, ` I MM �'��•�,��I f I SIDE ONLY, STAGGER SIDES. WHERE SCREWS AT EACH END; PROVIDE /+�.► ` *��„ * 1 DOUBLE STUD BRACE WHEN a-�� A ►,�.,.�I I }�• [ 1 z '� SECURE GYPSUM BOARD TO DISTANCE IS GREATER THAN 5'-9", ;i DISTANCE TO STRUCTURE ABOVE �� STUD WITH /8 SCREWS IN PROVIDE BRACES EACH DIRECTION AT �\ _ SECURE GYPSUM BOARD TO 2 D• BOTTOM OF I' VERITCAL - 80055162-42 METAL JOIST _ IS GREATER THAN 5'-9". BRACING MILDREN DESIGN GROUP,P.C. STUD WITH 8 SCREWS IN e-p SLOT, TYPICAL -0 0/C AT 16"0/C r0 BE PROVIDED WHERE DISTANCE AOSG'tSCTuxE • SPACE P1ANAYON` BOTTOM OF 1" VERITCAL 9i I 7 AT FULL HEIGHT WALLS PROVIDE THE 'a METAL STUD BLOCKING AT BETWEEN PERPENDICULAR SLOT. TYPICAL rr 7 9 �1 1'GYP BD FASTEN TO • - FouowlNG: 7650 S.W.i3eve3artd Suite 120 • O EACH END OF WALL AND DEFLECTION HEAD IA Itl¢- - 4'-0 0/C VERTICALLY STUDS AND JOISTS WITH INTERSECTING WALLS OR ,,,,,� I. DEFLECTION HEAD - SEE DETAILS 9/A5.5.2 Tigard,Oregon 97223-8692 • • ❑ TYPE 'S" SCREWS AT 8'0/C -- -- -- • - HORIZONTAL BRACING BETWEEN - AND 1O/A5.5.2 Voice 5(13-244-0552 • z^ SIMPSON C52D CONTINUOUS WALLS EXCEEDS 8'-O' (DO NOT 2.BLOCKING AND STRAPPING AT UNBRACED a p N — AT PANEL EDGES AND 12" W Ln STRAP WITH(1)#8 SCREW ,t } REQUIRED) U Lu w _ AT EACH STUD AND (4) ' •L-'•-41— I __ _ ? 1" DETAIL 2/A5L OF SEE Fax:5EF3-244-04I7 r- EXTEND BRACING INTO EXPOSED Y6 D/c AT INTERIOR SUPPORTS �--1 t (� /as.s.2 SCREWS AT EACH BLOCKING I I f STRUCTURE AREAS) J 11005125-33 METAL JOIST • 8L, 1 PIECE. BLOCKING AND L 13¢"x 11¢"x 16 GA ,1—• -_ . 11111°- '' AT 16" 0/C WITH SOUND O STRAPPING NOT REQUIRED 46" WATER RESISTANT, ATTENUATION BATT + METAL STUDS WITH SOUND m IF UNSHEATHED PORTION �l' GYPSUM BOARD AT TOILET 3"WITH (4) 9 SCREWS - SUSPENDED CEILING I INSULATION • ATTENUATION BATT • OF WALL EQUAL TO OR LESS THAN 4'-0' tft STUDS WITH TYPE "S" INSULATION, SEE PARTITION �� ROOM SIDE EACH SIDE - , �" i r1"GYP BD FASTEN TD 3625137-33 AT 1'-I`O.C. ATTACH STUD TRACH TYPES• FOR ADDITIONAL . APPP CABLE CEILING, WHERE P \ Ca SING BEAD USG 200-A SCREWS ar 8" 0/c ar ORMATION WALL FINISH TO 6" ABOVE TOILET ROOM YO BRACING THROUGH 1 _ 1 PANEL EDGES AND 12" _ `.�" GYPSUM BOARD EACH SIDE OVERSIZED HOLE 1N - - - - - • 0/C AT INTERIOR ' JI I. I SAT, ONE SIDE, BOTTOM OF �� — — SECURE TO STUDS WfTH TYPE 'S' a • �� STRUCTURE. OPPOSITE SIDE; GRID—-: j —— SCREWS AT 5' - 7'0/C `� SUPPORTS FULL HT. AT SIM-. NO - -- SEE PLAN FOR WALL '..><A.— �'^ BLOCKING OR STRAP —- V R71 BATT INSUL AT TOILET FOR STUD HEIGHT CHART, SEE , TYPE BOTTOM TRACK TO SLAB DETAIL 14/A5.5.2 i• • _ 1ETAL STUDS WITH / S_FALL BASE CHEDULE - SEE FINISH ` ROOM WALLS AND CEILING SOUND -� SOUND ATTENUATION WITH PAF, -0145"DIA.1is" _ , : / EMBED MIN. AT t2"0:0: 6"RUBBER BASE ATTENUATION �' BATT INSULATION METAL STUDS WITH SOUND —N -�~- 4" RUDDER BASE _ BATT i ATTENUATION BATT `_ - "OWER-ACTUATED FASTENERS: TYPICAL—' INSULATION ,yam WALL BASE - SEE FINISH dD �� INSULATION - SEE 4"RUBBER BASE _ •O.i45"0 x MIN. EMBED At .�/ SCHEDULE OID `Yf/ij" PARTITION TYPES FOR 12" 0/C WALL TO 22'-0" - 'OW+ER-ACTUATED FASTENERS: Ir BOTTOM TRACK TO SLAB �S `�'/� • • ADDITIONAL INFORMATION •0.145"0 x i`MIN. EMBED AT •0.145"0 x i"MIN. EMBED AT / WITH PAF, .0/45"0X#" BOTTOM TRACK TO SLAB 6" 0/C. WALL TALLER THAN 12" 0/C WALL TO 22'-O" EMBED MIN., AT 12" 0/C 3056 ll]] w L7 E. LC�ty JA. • WITH PAF. -O 12 i." 22'-0` •6' 0/C x A" MIN. EMBED AT - — SEALANT TYP. `7� } EMBED MIN., AT 12"0/C `' 6" 0/C, WALL TALLER THAN X'YL 27•_0" OFuII Height Wall (Full Heiht Wall s Wall Section at Toilet Room 4 Wall to Suspended Ceiling Wall SectionS.S. 3=1 0. NOTE: SEE DETAIL 9/A5.5.2 AND 10/A5 5.2 S - 1.-O ,5.5. 15,5. 3"=1-6" d-05400-FullHeigh tWcI I-- d-05400-Fu11He,ght WoII--2 FOR DEFLECTION HEAD ^•• +l..ass•P..ew,+Ne.rr P..P.rc-.. - d-05400-WaIlToilelRoom-1 ---•----STRUCTURE c \1 E PLAN FOR J 4u .. ,,"E PARTITION TYPES 7 4 . ACOUSTICAL SEALANT I ►utsuuut'L----- A'ht+eliWili L 1 I J BEAD ={�"'— r— �i - SECURE GYPSUM BOARD TO wall \ 1 SEE AO.5 FOR ROOF STUD WITH #8 SCREWS IN• MATRIX • SEALANT BOTTOM OF t" VERITCALLL ACOVSTICAL SEALANT • SLD7, TYPICAL p5/e" GYP,BD. SECURE GYPSUMBOARD TO STUD WITH A+e F SLOTTED TOP TRACK TD < 15: SCREWS IN BOTTOM OF 1" VERITCAL SLOT. '� l' METAL JOIST WITH (2) /1D . TYPICAL • I; SELF GRILLING SCREWS 0 '.0- _ 4— 24"0/C. PROVIDE i" PREFORMD 16 GA TOP TRACK WITH 3"SLOTS TO METAL CONTINUOUS 'i" A7 SHOWROOM 102. - �- DEFLECTION SPACE JOIST WITH (2} X10 SELF DRILLING SCREWS s PREFORMED METAL - 11i" AT STAIR DECK PLUGS _. �- — 24" 0/C, PROVIDE 2A"DEFLECTION SPACE MI PREFORMED DECK PLUGS FULL HEIGHT WALLS ADJACENT TO SERVICE, 7 ,-_-k CONTROL JOINT l` n '� J BEAD ACOUSTICAL BATTS ABOVE COWL �1 ACOUSTICAL BATTS ABOVE PLATE WHERE WALL RUNS PROVIDE Ni"DEFLECTION AT FULL HEIGHT [ CONT, PLATE WHERE WALL PARALLEL TO DECK FLUTES WALLS AT OFFICE ' . 1 .--/ '1fTAL STUD FRAMING -COMPOSITE CONCRETE c - a ` RUNS PARALLEL TO DECK - SLAB AND METAL DECK d FLUTES •••"••••L `or.•.-.•. I // -- SEE STRUCTURAL ' Y // /I . I1�54'ry'i r1r 4, e r `•re•c j 4 0; . ;;.e.f * Owner. 1 • • -►�" :ONT, 18 GA. METAL PLATE 0 V • V4iti4i4iVE�►�i4i4i5IN I Mr JLR DEFLECTION HEAD - FASTENED TO DECK AT 24" • SEE SIMILAR DETAIL 0/C STAGGERED I51 CONT. 18 GA. METAL PLATE FASTENED TO ... 9/A5-5.2 1"MIN. LI ;I DECK AT 24"0/C STAGGERED f➢t- \\ 5/B"G1P.BD. - • ► . ACOUSTICAL SEALANT w • ' - DEE STRUCTURAL FOR :1 \ ••MIN. -i. ACOUSTICAL SEALANT i•• y FRAMING SECURE GYPSUM BOARD TD c I SECURE GYPSUM BOARD TO STUD WITH #8 STUD W1TH#8 SCREWS IN SCREWS IN BOTTOM OF 1" VERITCAL SLOT, CONTINUOUS NOTE: HORIZONTAL - - BOTTOM OF 1" VER17CAL w' -1 •' TYPICAL PREFORMED METAL JOINT LOCATED AT SLOT. TYPICAL CONTROL JOINT • FLOOR LINE AT 16 GA TOP TRACK WITH SHOWROOM 102 AND 103 SLOTTED TOP TRACK TO _!' 4''— JOIST WITH{2} #10 SELF 3DRILLLING SCREWS C METAL JOIST WITH (2) 10 720 NE Grand Ave. 24"0/C, PROVIDE 2A"DEFLECTION SPACE MI, , • SELF DRILLING SCREWS 0 FULL HEIGHT WALLS ADJACENT TO SERVICE, Portland,Oregon 97201 METAL STUD FRAMING Horizontal Joint at Gypsum Board Y 24"E/C,CTI PROVIDE 1" WALLSDA ,1O DEFLECTION AT FULL HEIGHT DEFLECTION SPACE WALLS AT OFFICE (-6Gypsum Board Control Joint P 6-05400-3 reTh Horizontal Joint at Gypsum Board s Deflection Head at Full Height Wall 10 Deflection Head at Full Height Wall 3 FIRE RATED WALLS: TYPE 'x' 1/z..=1'-0" 1}6"=I'-0" 5.5. NOTE: TOA TRACK AND HORIZONTAL STUD TO #10 SCREWS AT 12" 0/C '5' d-05400-Bc GYPSUM BOARD BEHIND AND AT 5'S d-05400-DeffectionHead-4 S'S' d-05400-DeflectionHeed-5 at Ro• BE CONTINUOUS BETWEEN PERPENDICULAR' MAX STAGGERED SIDES OF FIRE EXTINGUISHER _ .r..y�w. ,t BRACES OR PERPENDICULAR WALLS CABINET TO MATCH WALL RATING. �S� Pro,lech, i INSTALL RATED (FS-)FIRE J'JI 'EE PLAN FOR —` METAL STUD FRAMING. 362S162-54 SPANS 16'-0" MAX * •* - EXTINGUISHER CABINETS PER PARTITION TYPES SEE PLAN FOR AT CORNERS, CUT FLANGES BETWEEN PERPENDICULAR I!I MANUFACTURER'S SPECIFICATIONS New Building PARTITION TYPE AND LAP WEBS, AND BRACES/WALLS, -410 T_ ,, SEALANT PROVIDE (3) #10 SCREWS 362$300-54 SPANS 1$'-0" MAX .EE PLAN FOR WALL TYPE 7L a THRU BOTH WEBS BETWEEN PERPENDICULAR "IRE EXTINGUISHER CABINET v / BRACES/WALLS a4 .4 • .../ COMPOSITE CONCRETE �r 3627156-33 WITH #8 <( mETAL • SLAB SEE4ND STTRUCTURA DECK `'4. SCREWS AT EACH VERT STUD • FLANGE DIMENSION TO HIGHEST POINT ) 10125 SW Washington Sq Rd. OF OPERABLE PARTS SUSPENDED CEILING C-STUDS FOR BACKING Portland,Oregon /• • 24" o/c. Silo) CHART ' TOILET ROOM I I I I I I I .,I Il • 362 S 125-18 TO 9'-3' ' ACCESSORY, SEE • TOILET ROOM I _ 362 S 137-33 TO 1T-6" SEE STRUCTURAL FOR" GYPSUM BOARD EACH • ELEVATIONS —- -rill. ,— SIDE SECURE TO STUO5 FIRE EXTINGUISHER CABINET, 400 5 162-33 TO 19'-14" FRAMING • WITH TYPE 'S' SCREWS AT SEE ABOVE FOR PLAN VIEW, • 600 S 162-33 TO 25'-1" VER—_ 5" - 7" O/C (I�- '� ARISHALFY OCATFON WITH FIRE NOTES; J BEAD Slice!Tit le ?ATT INSULATION �• • SEE AWE FOR ALTERNATE SIZES SEALANT i �• .. • ALLOWABLE HEIGHTS BASED ON 5 PSF LATERAL LOAD, 1/120 �I1teI'lOt' OR STUD HEIGHT CHART DEFLECTION, NON-COMPOSITE, FULLY BRACED CONDITION. SEE DEFLECTION HEAD - -� DETAILS FOR FULLY BRACED AT MEZZANINE } / _ SEE DETAIL 14/A5.5-2 • SEE SIMILAR DETAIL — — DetatlS z VALUES BASED ON AIS/ 5100-07 WITH SUPPLEMENT 52-10 AS SEESIMI2 / MFCHANFCAL RM. 199 REFERENCED BY 2014 IBC • + STUDS ASO MANUFACTURED BY SCAFCO STEEL STUD COMPANY _ POWER-ACTUATED FASTENERS: a ;.� OR APPROVED EQUAL SEALANT •0145"ei x i" BIN. EMBED AT I 1 4" RUBBER BASE. a TYPICAL 12" 0/C WALL TO 22'-0" TILE, SEE TOILET ROOM n •0.145"0 x i" MIN. EMBED AT / ;�i, ELEVATIONS 6" 0/C, WALL TALLER THAN III - _ /r.; J BEAT: 22.-0" - - — 11 Tile at Toilet Room Accessories 12 Non-bearing partition wall through SAT 13 Fire Extinguisher Cabinet 14 Stud Height Chart Horizontal Joint at Gypsum Board ) 5.5. That Span Tile X 5.5. : e w,. ....".Mur :..: Celling X 5 5 04400-1-r, 5- • ao, O d-05400-8d Revision& I. II Mate 2019 2 a May 2014 T9'W5C,nrs Kw Owekreluee S ISA,0(15 19...w.18 TNFRU,,,,E,' Cwgy,+,eetr S 9J,4 XII I 19Juh 2)19 CWS ,cn gel,C.v.mm 7. MA*2514 IL 10 Rows X19 OOCRCmxno For n,Sn A 21 August 201! IE. 16Nwmber X19 arumral Pim limey C.WW 8..101, IL On Com, Camel Ilnrecre • 5105(11 0(4105 rAaP,P.C..2018 ALL 5)2475 5(SERv)0 THESE 0595111G5,SE 114 PRCPC111i Or SUM OE7124 0500,,P.C.MO MF 501 r0 BE SIPS ER•(P1r00VcE.P w wy fPE57 5504 OF MI➢IIE S 0CS4QI GROUP.P.C. i 5515411.MITT Wu RE PRIM M4rrEN i Date 17 August 2018 Drawn by: Checked by: DJA/DCB/CLT WEM Job Number. 116139 Sheet For Construction Set - August 2018 A5.5.2 WHERE TOP OF WALL TO STRUCTURE (1) 20 GA. 34§" NOMINAL METAL ABOVE 15 LESS THAN 5'-9" AIR: STUD BRACING TO STRUCTURE FLOOR OR ROOF STRUCTURE FLOOR OR ROOF STRUCTURE (i) BRACE AT 8'-0" 0/C TO ONE WITH (2) �B SHEET METAL �-q-q-q-�� ,'�,',,•�'� / o !A! i 9" �/,,,� / SCREWS AT EACH END; PROVIDE 1np/�/�n/i ��,��r� /11—...----- ��♦♦ SIDE ONLY, STAGGER SIDES_ WHERE DOUBLE STUD BRACE WHEN Il Y Y X 1f X 1 s SECURE GYPSUM BOARD TO DISTANCE IS GREATER THAN 5'-9", t ( z 0 r DISTANCE TO STRUCTURE ABOVE ' .� STUD WITH /B SCREWS IN PROVIDE BRACES EACH DIRECTION AT • �� SECURE GYPSUM BOARD TO z p BOTTOM OF 1" VERITCAL - 10055162-42 METAL JOIST IS GREATER THAN S'-9 BRACING MTLDI:EN DESIGN GROUP,P.C. STUD WITH#8 SCREWS !N a•-o I SLOT. TYPICAL AT 16" 0/C 8'-0" 0/C TO BE PROVIDED WHERE DISTANCE ApoutectvpB mow®Is�llstau+lC BOTTOM OF 1" VERITCAL a a_I 45' AT FULL HEIGHT WALLS PROVIDE THE • _ SLOT. TYPICAL a a METAL STUD BLOCKING ATVc? 9 / BETWEEN PERPENDICULAR FOLLOWING: 7C><�0 S.W.Beveland,Suite 120 EACH END OF WALL AND )V"GYP BD FASTEN TO { DEFLECTION HEAD 1—W a- � a'-0"0/C VERTICALLY STUDS AND JOISTS WITH INTERSECTING WALLS OR _ 1. DEFLECTION HEAD - SEE DETAILS 9/A5 52 Tigard,Oregon 97223-8692 _ _ • HORIZONTAL BRACING BETWEEN AND 10/A5.5.2 a w ti \ , - TYPE "S" SCREWS A7 B"0/C Voice 503-244-0552 • Z'" ` ! SIMPSON CS20 CONTINUOUS - WALLS EXCEEDS 8'-0" (DO NOT 2.BLOCKING AND 57RAPPING A7 UNBRACED - <q LA STRAP WITH (1)y8 SCREW AT PANEL EDGES AND 72" / - - SIDE OF WALL (+F REQUIRED) - SEE Fate 503-244-0417 CDs w AT EACH STUD AND (4) #8 -; 0/C AT INTERIOR SUPPORTS 2�_1 r _ EXTEND BRACING INTO EXPOSED I ' DETAIL 2/A5.5.2 6005125-33 METAL JOIST • -'< 7 SCREWS AT EACH BLOCKING 1 �_h L 1 3�^ x x 16 GA x-� STRUCTURE AREAS) AT lfi'O C WITH SOUND _ PIECE. BLOCKING AND • ATTENUATION BATT STRAPPING NOT REQUIRED _ !a" WATER RESISTANT. _ F 1 / METAL STUDS WITH SOUND m IF UNSHEATHED PORTION •�/� GYPSUM BOARD AT TOILET 3 WITH (4) S SCREWS •- , SUSPENDED CEILING /� INSULATION ATTENUATION BATT OF WALL EQUAL TO OR --- ROOM SIDE EACH SIDE - „ i•'GYP RD FASTEN TO • INSULATION, SEE PARTITION \ LESS THAN 4'-0" CASING BEAD USC 200-A INFORMATION ADDITIONALTYPES FOR j r�i 3625137-33 AT 1'-4• Q.C. 't„ . SCREWS AT 8" 0/C AT ! SUSPENDED CEILING. WHERE ATTACH STUD TRACK—1• STUDS WITH TYPE "5" APPLICABLE TO BRACING THROUGFI WALL FINISH TO 6 ABOVE TOILET ROOM .--l~ li" GYPSUM BOARD EACH SIDE PANEL EDGES INTERIORAN12" ' II I. 'I I I SAT, ONE SIDE, BOTTOM OF %�� OVERSIZED HOLE IN-- _- SECURE TO STUDS WITH TYPE '5' - - • �..- 0/C AT • STRUCTURE, OPPOSITE SIDE: - GRID—- , SCREWS AT 5" - 7 0/C SUPPORTS FULL H7. AT SIM, NO - -- iI- -- _. SEE PLAN FOR WALL r Am.-, BLOCKING OR STRAP -- ---- FOR STUD HEIGHT CHART, SEE _ TYPE -- R17 BATT INSUL Al TOILET / BOTTOM TRACK TO SLAB w_. WALL BASE - SEE FINISH �� ROOM WALLS AND CEILING DETAIL 14/A5.5.2 lit METAL STUDS WITH / WITH PAF, .°145 Df A,x11" SOUND _. -, SOUND ATTENUATION EMBED MIN- AT 12"O.C- SCHEDULE 6"RUBBER BASE—NI _-_1 4" RUBBER BASE • , ATTENUATION BATT INSULATION METAL ATION WITH SOUND BATT i POWER--A�TUA7ED FASTENERS.- TYPICAL �' • I - -WALL BASE - SEE FINISH A_ ATTENUATION BAYT �i I I INSULATION M SCHEDULE 49+3le.ejj'� -• � INSULATION - SEE 4"RUBBER BASE •D.145"0 x i"MIN. EMBED AT ,1 PARTITION TYPES FOR 12" 0/C WALL IO 22'-0" �I COINER-ACTUATED FASTENERS BOTTOM TRACK TO SLAB �5 './>'ADDITIONAL INFORMATION •0.145"0 x i"MIN- EMBED AT •I •0.145"0 x }" MIN. EMBED AT WITH PAF, .0145"0x3:" 1 BOTTOM TRACK TO SLAB 6" WALL TALLER THAN/0 C. I _ 12" 0/C WALL TO 22'-0" EMBED MIN., AT 12'0/C 3055 /S imimilLa',.. L E. R. WITH PAF, .0145"0XA" 22'-0" ••0.145'0 x r MIN. EMBED AT > W SEALANT TYP. 7 EMBED MIN., AT 12"0/C \ 6" 0/C, WALL TALLER THAN ,< 22'-0" d 05400-Fp/Heightwalt-1 d-05400-FuIlHeightWall-2 FOR DEFLECTION HEAD 3 -1' D ••lnl.++ Iatd—r8 STRUCTURE d-05400 Section OF 6Full Height Wall 2 Full Height Wall Wall Section at Toilet Room 4 Wall to Suspended Ceilinfip Wal! 003-=10" �•CJ. d-054 4' NOTE SEE DETAIL 9/A5-5-2 AND 10/A5.5.2 5.$. .- •,sFl .,,w,"�"e•wea,. -Wail TDiletRDom-t 1l' SEE PLAN FOR G ,7 ` / 4 o•rwa%•.vvaa.+aavr.vaw"Paivama . S99P:PO•'r'f 0.4TIY:'.'R'+•�'•: p;PY':OFD•".:YY'PA�'04 O PARTITION TYPES ACOUSTICAL SEALANT -.0.,,,,,,m4.4.,0,,,,,,,,,,,,,,,,0' * ' ••3'.y S'�e f I;;i:: ty�ti,6,3;,?r�yR�a.:^. Mlt:Mirl•M I r 11 5 lrll Lll \ J BEAD =�� 11* �� - SECURE GYPSUM BOARD TO 1 1� T— I� -SEE A0.5 FOR ROOF - STUD WITH/B SCREWS IN `�' �^^ MATRIX • SEALANT BOTTOM OF 7"VERITCAL SEALANT SLOT, TYPICAL 5/6' GYP.BO. ! SLOTTED TOP TRACK TO I SECURE GYPSUM BOARD TO STUD WITH #8 r METAL JOIST WITH (2) /10 a . , TYPPICAL IN BOTTOM OF 1" VERITCAL SLOT, J r SELF DRILLING SCREWS 0 ,�H 24"0/C. PROVIDE 1" 16 GA TOP TRACK WITH 3" SLOTS TO METAL f 'Ya"AT SHOWROOM 702, PREFORMED CONTINUOUSMED _ - DEFLECTION SPACE = JOIST WITH (2) #10 SELF DRILLING SCREWS I Ili"AT STAIR DECK PLUGS -. - - 24"0/C, PROVIDE 25"DEFLECTION SPACE MI PREFORMED METAL PREFORMED DECK PLUGS FflLL HEIGHT WALLS ADJACENT TO SERVICE. CONTROL JOINT �y - I BEAD y • ACOUSTICAL BATTS ABOVE ACOUSTICAL BATES ABOVE CONT. PROVIDE IIS"DEFLECTION AT FULL HEIGHT • I CONT. PLATE WHERE WALL PLATE WHERE WALL RUNS .---1 r-- -- F- I COMPOSITE CONCRETE el RUNS PARALLEL TO DECK PARALLEL TO DECK FLUTES WALLS AT OFFICE "tETAL STUD FRAMING ■■ SLAB AND METAL DECK ° o FLUTES _ . .• -- _ mommier /// J�' - SEE STRUCTURAL • Y /, 1 =� • �rr'i r+•r r ' . ...�'.P:: °.V..�.P•>':V. •..?� . P1'•, ..,.. Owner: .•!hl Mull} o10 •�•• •• •• 4, r�rre it Lii _ • DEFLECTION HEAD - impor- CONT. 18 GA. METAL PLATE e1Y4 1H41' JLR DEFLECTION DETAIL � . 0/C STAGGERED II a CJ Ll1. - - - - - , FASTENED TO DECK AT 24' �� leu��iuu•7 Lu • II \ _ _ / f"MiN, u - �� CONT, 18 CA. METAL PLATE FASTENED TO �f 5/8" GYP.BD. ACOUSTICAL SEALANT 1. " DECK A7 24" 0/C STAGGERED ' -----SEE STRUCTURAL FOR 1� " +" `\\\ ACOUSTICAL SEALANT I,. -` FRAMING . SECURE GYPSUM BOARD TO < a SECURE GYPSUM BOARD TO STUD WITH ;((B STUD WITH #8 SCREWS IN SCREWS IN BOTTOM OF 1" VERITCAL SLOT. CONTINUOUS NOTE: HORIZONTAL -- BOTTOM OF I' VERITCAL ''.2 41,,,.. TYPICAL PREFORMED METAL JOINT LOCATED AT SLOT. TYPICAL '" CONTROL JOINT -• FLOOR LINE AT SLOTTED TOP TRACK TO - 16 GA TOP TRACK WITH 3" SLOTS TO METAL . -1 SHOWROOM• 102 AND 103 -. Y-- - JOIST WITH (2) #10 SELF DRILLING SCREWS c 720 NE Grand Ave. METAL JOIST WITH (2) #10 24"0/C. PROVIDE 2k" DEFLECTION SPACE MI, . SELF DRILLING SCREWS ® FULL HEIGHT WALLS ADJACENT TO SERVICE, Portland,Oregon 97201 'IETAL STUD FRAMING 24"0/C, PROVIDE 1" Horizontal Joint at Gypsum Board - - - • `- WLLS PROVIDE I6"DEFLECT/ON AT FULL HEIGHT DEFLECTION SPACE WALLS AT OFFICE s G sum Board Control Joint d-05400-3 6Horizontal Joint at GypsumSBoapd"IND AND A7 5 dDeflection Head at Full Height Wali 1)D Deflection Head at Full Height Wall YP 3"=1'-0 , AT FIRE RATED WALLS: TYPE 'X' ) '-1'-0' C 1 "=1' 0".�. NOTE: TOP TRACK AND HORIZONTAL STUD TO Jr.rJ. • d-054°0-2 10 SCREWS A7 12' 0/Cd-0540°-8c -05400-DeflectiortHead-4 d-05400-DeflectionHead-5 at Ro BE CONTINUOUS BETWEEN PERPENDICULAR MAX STAGGERED SIDES OF FIRE EXTINGUISHER A. BRACES OR PERPENDICULAR WALLS / CABINET TO MATCH WALL RATING, S Project: �I 3625152-54 SPANS 16'-0" MAX 1 INSTALL RATED CABINETS FIRE-I JET PLAN FOR :ETAL STUD FRAMING, �� f� EXTINGUISHER PER • �1 PARTITION TYPES i � SEE PLAN FOR AT CORNERS, CUT FLANGES BETWEEN PERPENDICULAR MANUFACTURER'S SPECIFICATIONS �.1 �11.�. New Building PARTITION TYPE AND LAP WEBS, AND BRACES/WALLS, tji T PROVIDE (3) #10 SCREWS 3625300-54 SPANS 16'-0" MAX \ IBE PLAN FOR WALL TYPE C -•..-_________:_,' _EALANT 7NRU BOTH WEBS BETWEEN PERPENDICULAR FIRE EXTINGUISHER CABINET 41 o- ' BRACES/WALLS a� M COMPOSITE CONCRETE ."...+ 3627150-33 WITH #8 - SEE SSLAB TTRUCTURALMETAL FCK '�� SCREWS AT EACH VERT STUD _ FLANGE DIMENSION TO HIGHEST POINT " ' 10125 SW Washington Sq Rd. OF OPERABLE PARTS ��` - C-STUDS FOR BACKING Portland,Oregon L LUSPENDED CEILING TOILET ROOM 24" 0/[ STUD CHART: • ACCESSORY, SEE 11 i IL. - LI \ 1 I I • 362 S 125-18 TO 9'-3" • TOILET ROOM 1 • 362 S 137-33 TO 17-6" 'EE STRUCTURAL FOR ELEVATIONS .. - '9" GYPSUM BOARD EACH FIRE EXTINGUISHER CABINET, • 400 5 162-33 TO I9'-10" SIDE SECURE TO STUDSEWFRAMING -- - WITH TYPE 'S' SCREWS AT SEE ABOVE FOR PLAN VIEW, • 600 S 162-33 TO 25'-1" VERIFY LOCATION W TH FIRE — — MARSHAL NOTES: I BEAD 5" 7 0/CSheet Title, TATE INSULATION _ • SEE A/E FOR ALTERNATE SIZES SEALANT • ALLOWABLE HEIGHTS BASED ON 5 PSF LATERAL LOAD, 1/120 • FOR STUD HEIGHT CHART DEFLECTION. NON-COMPOSITE, FULLY BRACED CONDITION. SEE InterlQr DETAILS FOR FULLY BRACED DEFLECTION HEAD - • _ _ 7 _ SEE DETAIL 14/A5.5.2 VALUES BASED ON AI51 SI00-07 WITH SUPPLEMENT 52-IC AS SEE SIMILAR DETAIL -- " AT MEZZANINE "-la M REFERENCED BY 2014 18C 9/A5.5.2 MECHANICAL RM. 199 Details \ -.1101r POWER-ACTUATED FASTENERS: • STUDS AS MANUFACTURED BY SCAFCO STEEL STUD COMPANY , o n OR APPROVED EQUAL SEALANT •0.145"0 x I" MIN. EMBED AT 1 _I 4"RUBBER BASE. - • = 12" 0/C WALL TO 22'-0" a TYPICAL .O.I45"0 a " MIN. EMBED AT TILE, SEE TOILET ROOM ELEVATIONS 416" 0/C, WALL TALLER THAN / SUB--43.1 - J BEAD 22'-0" 11 Tile at Toilet Room Accessories 12 Non-bearing partition wall through SAT Fire Extinguisher Cabinet 14 Stud Height Chart 15 Horizontal Joint at Gypsum Board ''5'`�' d-D9306-1 That Span Tile '•5'5' 3-,. - _.� ,.,.. . ceiling ) .5),2104400-1-11 1•5'5' ) 02d-05400-8d Revislorm L. II RIPF201e a 23 May 2016 TWO Cm.mw Pin Cheek Rgxme A i6F1Ra1I6 l 16RPR MIL WM frrrn. MS n la,P7 pie a Al*R s L0scm Cour EI,mll 7. 16i,vauR L ks Ana2116 MOT Cm F.-Cuen,nn,see l 04A.Pa0(16 In 16Abme..ala R_,im...A.R.... ...rut..., IL On Gang Garr.]Renaor E ➢EIK_I.OE51W CROUP.P.C.2016 AIA RIOTS RESERWO 0 i DIES DRA•DIGS LW TIE PROPERTY OF OE 1 wiL RFA SG..WWM O .P.C..AARE ROT TO RE uSFD OR 14PROOuCED M MIT 0l14 urn..EIGCPT•R at PRIOR...WIER PERMI5511R Of IRIDREII CESIO.GROUP.P.C. I Date 17 August 2018 I prawn by: Checked by; DJA/DCB/CLT WEM i Job Number. 116139 Sheet For Construction Set - August 2018 A5.5.2 8" 1 FLOOR OR ROOF STRUCTURE -- -4 ` CLR TYPICAL HANGER WIRE #12 TIE ENDS OF MEMBERS TO It r7t—r 0/CAT4 W1 HC MIN.(3) TIGHT PREVENT SPREADING TURNS WITHIN 3" /fri 1' ADDITIONAL HANGERS AT ALL r •l �� (51 2 3 MEMBERS WITHIN 8" OF �• w j MILDREN DESIGN GROUP,P.C. h5.e.1 1 115.6.1 A5.6.1 PERIMETER �_ SUSPENDED CEILING - SEE 12"MAX 14 AlOChLLTBL7UR8 • SPACE PLANNING VERTICAL BRACING AT 12'-0" 1 REFLECTED CEILING PLAN 7650 S.W.BeYtland,Suite 1`� I 0/C EACH WAY- SEE TABLE 20 GAUGE MIN /-1` /-` /-U ) BELOW Tigard.Oregon 97223-8692 PROVIDE COUNTER SLOPE Voice:503-244-0552 � f ‘4 � / HANGERS IF HANGER 15 MORE 2" MIN. RUNNER FREE TO SLIDE ON 1 THAN 1:6 OUT OF PLUMB I 12"MAX 4 12"MAX , :::: ::: :::: d 503-244-0417 ANG • - --- 20 GAUGE MIN DUCT WORK AND OTHER LARGE 20 GAUGE MIN i- {REE EDRF OBSTRUCTIONS PER SMACNA - -- le �_ �r-�#S" MAK. I 1 / \ 6 u" MaFArk., MAINTAIN CLEARANCE BETWEEN " A L 21,-.2x16 GAUGE x 14" ® GRID AND ALL EQUIPMENT . - .._ __- r<r— J �,-.__ #12AT /10 SMS, (2) TYPICAL HANGER WIRE WITH EACHCH LOW FLUTE HEAVY-DUTY MAIN RUNNERS , N 0/CAT 4W1 WITH MIN OR(3) TIGHT Q AT 4' 0/C SUPPORT WITH �_ I1 - `� I' TURNS WITHIN 3" IZEP #12 WIRE AT 4' 0/C OR WITH _—L 2x2v18 GAUGE x 14" L 2x2x18 CADGE x ,d' 1 �ft0 WIRE AT 5' ON CENTER WITH (4) #10 SMS. i- WITH (4) #10 SMS. 'I } I LATECH WAY AT 3/4" 0/0. (3) AT SUSPENDED CEILING -- SEE I LATERAL BRACING AT 12'0/C (3) TIGHT TURNS MIN r� 1' EACH WAY. MAIN RUNNER TO 14, EACH LOW FLUTE REFLECTED CEILING PLAN MEMBER LMAX SHAPE SUSPENDED CEILING TO STRUCTURE BEGIN BRACING }"A EMT 5-10" o CONFORM TO OSSC RULING WITHIN 6'OF PERIMETER AND II NOTCHMEMT FLATTEN FOR 2014 OSSC SEE EMT AND FASTEN TO i"o EMT 7'-8" o GENERAL NOTES FOR 2" FROM CROSS MEMBER 12 GAUGE AT a' O/C 2 MIN. ANGLE WITH (2) #10 rib EMT 9--9" o SUSPENDED CEILING 12 GAUGE SEISMIC WIRES TYPICAL - 11/?`�j' NOTE: MAIN AND CROSS OR 10 GAUGE AT 5' 0/C INDUSTRY STANDARD POP RIVET SMS �S . A 350 5125-33 7'-B" C OR CEILING SYSTEM 350 5162-33 (2) IO'-0" C MEMBERS CAN ONLY BE g-v CONNECTED TO WALL ATTACHMENT CLIP IN FIXED 3056 350 5162-33(2) 13'-4" X ANGLES AT TWO(2) POSITION w WAIT E A + ATTACHED PDGF '7 4etI. 350 5162-33 21'-0' Q ADJACENT WALLS -- 7fi 600 5162- S (2) 911'-n" I] ( i u(2s)p"en" spended Ceiling Section 6Seismic Splay Wires at Metal Decking 3Hanger Wire at Metal Decking 4Ceiling Section at Edge 5EMT Brace at Metal Decking 'OFALL CONNECTION DEVICES TO BE OF AN APPROVED 3"-I'-0" 3=1'-0 3"=1'-0"5.6 4..,•r ors •16,.11.w•t 16,1-1 TYPE AND HAVE A IOC/RATED CAPABILITY. „,,u.me x.,e. 5 6 5.6 5.6 V WIPE INSIDE, WHERE ^ METAL STUD WALL FRAMING, _ XOFFSET 2" OUTSIDE OF �_ `�� 5/8" GYPSUM BOARD I 16 VERTICAL BRACE ALSO) EMT OR STUD PER TABLE \ - �- I • Arai LIGHT GUAGE METAL / g" - _ — — ---- ES _ FRAMING, SEE WALL TYPE • NOTCH END OF STUD I ` ! . OR EMT (FLATTEN AT EMT) (2) #10 SMS - ,..---SOFFIT FRAMING ,jY / Owner: I" nd LED. LIGHT FIXTURE, 11 FRY DRMCT-625-75 e9 SEE£LCTRIGAL JLR I REGLET CEILING TRIM- ____ I, ��@' J •I PAINT HORIZONTAL @. I I- - I SHADOW REVEAL EDGE ', I RECESSED SURFACE SLACK MOULDING - PAINT >i HORIZONTAL RECESSED SUSPENDED t SURFACE BLACK ' CEILING- SEE r GYPSUM BOARD METAL STUD WALL FRAMING, III 1 -. REFLECTED CEILING SEE WALL TYPE MAIN RUNNER (HEAVY DUTY) PLAN - I SUSPENDED CEILING ,'I I 6 . 43" . TO FACE ACm OR WHERE SUM $ACTION INDUSNOTE: REFER TO REFLECTED720 NE Grand Ave. RD P P RIVET VETAOR �/` ✓\ C£ILWG PLAN FOR SOFFIT APPLICABLE CEILING SYSTEM AND COVE HEIGHTS A-F,F Portland,Oregon 97201 ATTACHMENT CLIP IN G709-001 FIXED POSITION 6 EMT or Single Stud at Main Runner Ceiling Section at Soffit 8 Shadow Gap s Shadow Gap 10 LED Strip Light at Entry Cove 5.6 3.._,.-Cr' 5.6 '�"_' ° '5.6 - — 5.6 D.. — •5.6 - _ 110•,,•.,I"•„ "." b-Dss,D-, I ",., s. A\ /� HSS 12x6x a d - PARTIAL HEIGHT MEZZANINE ABOVE ALL AT /9- _-- Po:rem G709-001 a - OVERHEAD COILING SHUTTER New Building 7” ^" h • SUSPENDED CEILING RECESSED JAMB AT SHUTTER, _/ 5/8" GYPBOARD i0, -SEE REFLECTED CEILING COORSINATE WITH SHUTTER LED LIGHT ELECFIXTTRICAL E. 7/STEEL PLAN MANUFACTURER FOR 57RUC7URP / SEE ELECTRICAL _41= --- - - LIGHT GUAGE METAI ! i' FRAMING, SEE WALL..., TYPES __ ' S ATTACHMENT REQUIREMENTS TYPES /�-`'s ...:• - LIGHT GAUGE METAL / 3625162-33 AT 16" O.C. /7 \\ FRAMING, SEE WALL TYPES f BRACED AT 48" O.C. MAX f l / }1 l o <.>"7: (2) fi005162-33 AT EACH JAMB � 1 /J J > ` SEE PLAN FOR • l\`�X77 � PARTITION TYPE I SIMPSON 'FCB 45.5' CLIP I 4j- CORNER BEAT TYPICAL10]25 SW Washington S9 Rd. 3" S.A.7., SEE REFLECTEDWITH (4) �t12-14 SELF SPOMIand,Oregon I /jI CEILING PLANDRILLING SCREWS TO 4 ■/ METAL STUD AND (2) _/ #'12--I4 SELF DRILLING 1SCREWS TO HSS BEAM AT p� GYPSUM BOARD SOFFIT EACH STUD > 4,{" VERIFY /-5 -SEE REFLECTED CEILING - 1. 1< RFL-53 PLAN _ w/MEGR RFI-9.1 h __• ,.•� 3627125-33 WITH (2) /6 - a : METAL STUD WALL SEE PLAN I fes' -, `T-y SCREWS EACH PIECE T; •, / 4 I' / SEALANT .1 "l I CONNECTED, TYPICAL - o FOR PARTITION TYPES Shod T11 le, . ... r. J-BEAD • 1._1i" 5 °° Ceiling "�" �� 600T125-33 i A3.fl1 • • l Details TPSA FRY REGLET 'V REVEAL. y�.. .. . 6" I DRMV-25 -- -,. _ 6005137-33 AT 16" O.C- WITH MID SPAN BRACING ---- - — 11 Skylight LED Cove 12 Soffit 13 Soffit at Branded Goods 14 Coiling Counter Door 15 Shutter Jamb a . 'x-=''--°- 4.5.9 'S.6 •es 5.6 s". _ k.5.6. - `5.6 d-push-up counter door 5'6 d- CounterShutter-2 Revisions L. 111,40118 2 25Mry Ala T'✓er2Cwanal, Pin Check Peer L 1 . METAL STUD WALL R CeAre 4 ia.n•. 1e . / TPO ROOF- SEE ROOF • FRAMING, SEE WALL TYPE J/ MATRIX 5 IAq Au 4 12.1*Ale cws Comm. affCerree,6 METAL STUD WALL FRAMING, 5/8" GYPSUM BOARD 7. IaJuly a0ls s 10# 11:5 _ ...i.y;._.. ...r;.. .. -_...._._...e._._ SEE WALL TYPE aoTo,.fl„6. kr Cer.,nre,See '-1 iifi�1�'lIiiiiiiiiii■iiIIIIIEjLIllilll.....!1I!' 'IIiii!Ew_'iiI gJh LIGHT GAUGE WALL OBC. i A 2111 2Y11 10. .6 Ner.rd 2018 •.: 5/6" GYPSUM BOARD q FRAMING, SEE WALL TYPES _ / swnwP6v.. Genera.Benue. 1 Li 116141111*- . — ` MOULDING - PAINT SHADOW REVEAL EAG£ ` �- . . HORIZONTAL RECESSED • H55 8 x 4 AT T-0"O.G, LIGHT GUAGE METAL SURFACE BLACK - SEE STRUCTURAL m . j __ FRAMING, SEE WALL TYPES 1 1 . ./IW ' .. 6 MEL. POL YETHriENE s "y SHEETING ,, i _I :fes' . - I .. 'RELINE PRO' 12"ROOF \\\\ 1 . nRCPEFOR PANEL L SYSTEM, SEE _ - - _ _ I� "' S E• DELC RICAL. LIGHT XTURE, 1 - ��l ORIENTATION1' I ) •�I�LI , ulWPCN DE51G„grplP,P,4-.191 P.11.1 .• , PIR115 PCSEA'h9-'K 1•- "J" BEAD ANO SEALANTrNcx 1.16X95•Pr nrz PP9Pvelr a IIi `,. c _. .. - -.. :. .I noRi io��l�wvc.�w'�Axs SHaDOw REVEaL EDGE C '� vi :::::::DPROVIDE BLOCKING A5 MOULDING - PAINT _--- 77 --- r.vrEa,rxcTrrSlelxn1cPptA,Rr,.u1k REQUIRED TO SUPPORT HORIZONTAL RECESSED / Ppw15S9�aylnrEn8811111aa.P.P.0ROOF PANELS. REFER SURFACE BLACK qy To MNFR. INSTALLATION D SEALANTpate•. 12 March 2019R I INSTRUCTIONS ! ` 8 rCEILING brawn hy: Checked by: � rA SUSPENDED CEILING w - FRY REGLET 'V' REVEAL, O.H. COILING DOOR, SEE DRMV-25 DJA/DCB/CLT WEM DOOR SCHEDULE NOTE: REFER TO REFLECTED CEILING PLAN FOR SOFFIT _ C.M.U. BOND BEAM, SEE AND COVE HEIGHTS A.F.F. Job Number: 116139 - STRUCTURAL 2a Shadow Gap at Storefront Sheet 16 Soffit Panels at Car Wash 17 Shadow Gap at Soffit 18 LED Strip Light at Handover 19 Control Joint X5_6 ;6 5.6 ,--,'-0" 5.6 3a=1'—G" '5.6 1% -='..-t- 5.6 3''1'-G" For Construction Set - August 2018 A5.6.1 ' "BAR STOCK 1 TREADSHAND STRINGERI )1 2:h IITANOARD HANDRAIL BRACKET, •1 FLUSH WITH HME FLOOR ` FINISHED FLOOR FASTEN THROUGH WALL TO BACKING 1"TYP. MILDREN DESIGN GROUP,P.C. As y.1 ,i. . _ ARCHTITE.WKIIe•vSPACE Su!12(1G /140‘. TYPS ° 334"6 O.D. STEEL PIPE RAIL, Ti ard,Oregon 97223-8692 PAINTED I"TYP. `� gVoice 503-244-0552 lj4"m 00 STD. STEEL PIPE HANDRAIL TYPICAL I • }4"m OD. STEEL PIPE RAIL. / / I— Fax:503-244-0417 PAINTED TYP. a ® car ,. CONCRETE TREAD • i;�� I I -.... - ~LI fI 4 60440110 �� "BAR STOCK /� I ^ I lel"110% Ira iHiiiiiiiiiiiiil C� / l_�1 �ri �' RO \ FRAMING, SEE TREAD PANS AND PERFORATED RISER BY A ` STEEL ANGLE OZ�TS • I phi ` /� STAIR MANUFACTURER �� STRUCTURAL 3.0 x "MOUNTING E WI 7K ll / FLUSH END CAP WELD (4)•u" FLATHEAD SCREWS �' \\ i pP / STAIR STRINGER BY \ • AND GRIND SMOOTH WITH COUNTERSUNK HOLES / STAIR MANUFACTURER CONCRETE FILLED TREAD. { CONCRETE SEAR STEEL RISER AND PANS BY TT;; STAIR MANUFACTURER t_ STEEL STAIR STRINGER BY yyy,,, I 5TAIR MANUFACTURER [�� f I i Gr�i 3056rn NOTE: w t� ril I" PAINT ALL EXPOSED 1 METAL 1 T�pical Handrail (-2- Handrail Return 6Handrail Attachment 4 Typical Stair Tread/Riser (Stair Top Tread/Riser 4'OF C,.7 5b6 -0 .7 5Bfi Size 5J ',_, .7 d 14700-3 SCHLUTER TRFP-E, TE 110 STAIR NOSING TREAD AND STRINGER TREAD AND STRINGER TILE TREAD, CT2 FLUSH WITH MEZZANINE FLUSH WITH MEZZANINE FINISHED FLOOR 1"TYP FINISHED FLOOR SCHLUTER SCHME/CARPET[ENE, I"TYP �E 110 AT ME/CARPET STAIR STRINGER BY TRANSITION 11 TOP RAIL TO BE - - ---- - -TOP RAIL TO BE " 11" -� - TYP. / __• p° - CONTINUOUS. WELD AND .� CONTINUOUS. WELD AND PAINTED PI TYP, E .. ` - GRIND SMOOTH GRIND• SMOOTH / Il , 1"TYP. C709-002 l 1\` 'IL ..,...••• ! — � 1-O•. -•� �l SCHLUTER TR£P-E. 6. -.. - TYP, TE 110 STAIR NOSING + ._ U° _ x ..•,-'` ¢ q TILE TREAD. CT2 /'' I ' 1 , TREAD PANS AND ^ ':.._-.. i �`/ Zri,F ^ ,� MANUFACTURER, 1 "0 O,D, STEEL PIPE o+ 1,16"0 O-D- STEEL PIPE • f CONCRETE FILLED PAN RISER AC 5TAIR • I I - PAINTED COLOR L., i �� GUARD RAIL, WELDS TO - ..� GUARD RAIL, WELDS TO z 11• � `� BE GROUND SMOOTH, . BE GROUND SMOOTH, I i^' TO MATCH CT '� PAINTED == `O PAINTED _ TREAD PANS AND RISER p STUDS aT . n . n 13" 1- >> BY STAIR MANUFACTURER. ` G709-002 111,-' \ i �, �i `�I ® 24" 0/C Ownef: p° PAINTED COLOR TO �� MEZZANINE `p1 MATCH CT2 " GYPSUM BOARD ; MEZZANINE j�[� ,rr�-+ SFRAMING. SEE PROVIDE 1" Lr I IEZZANlNE FINISHED PROVIDE 1"Lf I 'MEZZANINE FINISHED SOFFIT FRAMING, SEE t1 11, STEEL ANGLE FRAMIN . SE MIN TO AVOID FLOOR, CONCRETE/METAL MIN TO AVOID FLOOR. CONCRETE/METAL % / ms' s STEEL ANGLE '�� STRUCTURAL ITEMS ROLLING COMPOSITE DECKING ITEMS ROLLING�— H COMPOSITE DECKING i ' OFF MEZZANINEit OFF MEZZANINE f l '4.� - J f I ! ` " GYPSUM $OaRp SOFFIT , CONCRETE FILLED TREAD, _ - �. - - I I 2J4" STUDS A7 24" 0/C CONCRETE FILLED TREAD, • STEEL RISER AND PANS BY i STAIR MANUFACTURER I _ STEEL RISER AND PANS BY _ ice/ CONCRETE PLINTH BETWEEN STAIR MANUFACTURER • STEEL STAIR STRINGER BY • STEEL STAIR STRINGER BY STAIR MANUFACTURER ""I I I STRINGERS I 11I „ STAIR MANUFACTURER 720 NE Grand Ave. STEEL RAILING RELIEVER aTEEL RAILING RELIEVER NOTE: '� A CONCRETE SLAB RF(-179.0 SLEEVE WELDED TO EDGE I SLEEVE WELDED 70 EDGE Portland,Oregon 97201 ANGLE ANGLE PAINT ALL EXPOSED CERAMIC TILE CT3 AT EXPOSED METAL TOP AND SIDES OF PLINTH, SEE FINISH PLAN Mid Landing (Guardrail sDGuardrailTy�ical Stair TreadlRiser 1a Stair Top TreadlRiser _1D,. 5 ,57. 136 —/'— '. 5,7 1)•'=1'—D'. d-14100-38 d5500-5 cI55E-D 7Ei D54-82 J-14100--38 It 135 0 0.0. STEEL PIPE ProJCCI; HANDRAIL A7 STAIRS, i PAINTED e New Building NOTE: TOP RAIL TO BE © t PAINT ALL EXPOSED CONTINUOUS. WELD AM0 , METAL ROOM COLOR © GRIND SMOOTH WV -- - •UNLESS NOTED OTHERWISE 51M .../i Ailk ® �] ' 1)5 0 O.D. BRUSHED HANDRAIL AT WALL 1.-0" s _ - Y_ ,_ �� STAINLESS RAIL I 4\ • �• 10125 SW Washington Sq Rd. 1 m ( f] ■ GLASS RAILING " BURSHED STAINLESS Portland,Oregon • 'II i/ I O -"� - —e� �� THREADED BAR STOCK •_ _o cv WITH RAIL CRADLE • i�"e 0.0. STEEL PIPE HANDRAIL ATTACHMENT .. GUARD RAIL. WELDS TO a I BE GROUND SMOOTH. " WALL PER PLAN -- -- n x - - ^LASS RAILING Y. ;,� q PAINTED - ..... ... - ' Z LANDING + � 1 " l — N --..411P : STEEL STAIR STINGER BY Sheet Title: STAIR MANUFACTURER I \ r:� �' 41111:41 ,_ �-� I MOUNTINGSPLATEp STAINLESS Stair I - -,,i ,JL' „idAND �r �_ r �_.--- - L- ETEEL STAIR STINGER 5TAIR MANUFACTURER BY ` SEER RISER AND PANS RUBBER GASKET Details 811 STAIR E MANUFACTURER Nip GY 1”GYPSUM BOARD SOFFIT ONCRETE FILLED TREAD, -. SO FIT BOARD DESIGN BUILD SOFFIT -I .. 7 2F STUDS AT 24" 0/C CONCRETE/METAL t 4 i STEEL RISER AND PANS SUPPOR' - COMPOSITE DECKING _ BY STAIR MANUFACTURER STAIR AND LANDING " GYPSUM BOARD SOFFIT • 11 Stair Handrail at Wall 12 Stair Guardrail 13 Stair Section 14 Stair Section 15 Handrail Attachment (at Glass) *....5:3i#"_1•-D. 5.7 x''''--G" 5.7. 9s._,.-D,. 5.7 ,•=,,_p. 5.7 Half Size D55b d5500-48 r—r7 ws2 ws2 sse Revisions X 2"STAINLESS 1. II n1T201e a .'PPP ,le \ STEEL TOP CAP rvwomm„ems PI.CIPa4 Arw,. f 0 J S 15J...201S P. 16Jw.D0le I TVilt Comm. CWSSuhnnel \ —. ® & 9J.1y Ale & 12AIy ZIP CIS[cumin. IL Cavrc,e NWT, Ie July TM & lPAu111a AIE —GLASS RAILING Coot E.e,'04 rerca't...mak* & 24 A,e.I Ale 1a le Pi*:2). 2 �------- ARPET SLIP RESTSTANT S,"":aipI.,R s. Ge'"'1RGNA J BEAD \ .{ ONCRETE/METAL ASS RAILING F,B. X 2 RAIL ]1. 13 NYrtl1 TTiB a On Lary .T COMPOSITE DECKING Gawk aePs�. i F.B. £X P RAILS TYPICAL F.B. �§ X2RAIL BEN T +? Ye x3x2 \� W, �fe p \TYPICAL '�/ x 9 AT 4-8" 0/C MAX. ai _ BENT � ie x 3 x 2 & WITH 5 "0 THROUGH 7Lg X 2 X 9 AT x 9 AY 48" 0/C MAX. 4 CTAIR STRINGER DY i STAIR MANUFACTURER ''� 48" 0/C MAX. i � i i BOLT WITH LOCK - PAINTED AT INSIDE = I �f& X 2 X 2 WASHER AND NUT • °p yy - WITH 11LL 0 THROUGH FACE -R n6 X 2 X 2 WITH I rz" M&OREM DESIGN CROUP,P.C..20111.ALL j )"0 EXPANSION { 8005125-43 METAL .fes - _-- _ WASHER WITHNDONUT I PIIE�sE11oq~M.ARE PPE PROP.,'v TILE TREAD " ANCHOR BOLT STUDS AT 16" 0/C 7,_.ILIX;'-' a } NuiLDE.10 DESIGN 4 OVP P C,AND AME e " NOT YO NE USED IA REPROOGN IN ANY MANNER.EXCEPT e1TM TME MICR WRITTEN PERMISSION Or MILdtBN DESIGN GIWP,P.C. a ill virvir TYPE "x" GYP BD. SRRUING, SEE STAINLESSHSTEEL STRUCTURAL BREAK-SHAPE WRAP~�- • f + UWE%. - 1 I �_ CONCRETE AND/OR CMU al Drawn by: Checked by: GYPSUM BOARD I; TYPE "X" GYP, BD I —CONCRETE FILLED DJA/DCB/CLT WEM SEALANT—moi �4TREAD, STEEL RISER AND PANS BY STAIR Job Number: 116139 J ' - MANUFACTURER.77i J BRAC V GYPSUM BOARD 2( ö" Ladder to Interior Wall Sheet SOFFIT 16 Glass Guardrail 17 1Wall 1For Construction Set - August 2018 A5.7.1 Glass Railing Ladder to Concrete Wall Ladder to ACM Wall '-'1-..'7 5.7 15.7 5 "=1'-0" 57 17 7 2'-13" --,,C---.----— COUNTER DOOR WALL BEYOND 7111i16 STAINLESS STEEL r—;— • WALL BEYOND--•• TRACK BEYONDCOUNTERTOP, PROVIDE + GROMMET AT CPU LOCATION • MAXIMUMmoiLAMNATTATTACCPHETS BUGLE 2" f �� 3'-0" WORKSURFACEEEL tv 2" /r_ 3-a"PLYWOOD WITH PLASTIC O PLASTIC LAMINATE ,InIAu,,.+� „,dl,u ad. ul.1i �m,H alni:,uudwindnl�dnnl,.m�.1 ��ua,LuwrHEIGHT TO • TOPOFSINK n� V NIw_,A i minmunma l L,.,nn,uui1�l.,,J I 6 ,Borgu U • MRDREN D GN GROUP,P.G. COUNTERTOP AND — - I _ SPLASH, PL-4 ANb/OR HEAP SCREWS, COUNTERSUNK ii �'� ouwrEft rr _ ARCFf3fBCR11H veland SuluE*12 SET iN SEALANT BED DRAWER.PROVIDE •__ _-- -_ — - MVD�uw.nil G��au.i.uux��auuuani,�uuHi°I�mm.In mii /, i i k — / p' - 2�” _ 7Tigard,Oregon 972,23-86920 01F ��wAy I 2' O" i NOTE: HIGH DENSITY PARTICLE _ CONiiNU0u5 = 56.5" WIDE X 24" DEEP Voice:593 244-0552 SHIM CABINET J !- gym i '-- --- --� r FRENCH CLEAT = - X 39" TALL METAL _ • Fax 503-244-0417 BOX AS REQUIRED • I BOARD MAY BE SUBSTITUTED MOUNTS TO IN- _ - PARTS CABINET BY ] FOR PLYWOOD UPON • WALL BLOCKING. OWNER �''"r--lT� ARCHITECT'S REVIEW — _ - -• ' • ! WIRE PULLS • • j---- I II PLYWOOD WITH PLASTIC {TAP}3/4"MOF _ STAINLESS ____ I LAMINATE AT COUNTER TOP MELp NE FINISH. SEEEELEVATION III • —WIRE PULLS • }• `Y1 I I AND EDGE. ATTACH TO • _s = _ — • o Q "', / • . SUPPORT W/X10 x 2" 3/4'MDF ODORS STAINLESS -_ _ I m _ ,'ro I /COVER BOTH FACES io STEEL FACE, •= _ I ADJUSTABLE SHELF I N - SCREWS AT 6" D/C iv I SEE _ "� _ • WITH MELAMINE - - - 7• i,1 ? -: COUNTERSUNK, PL-4 AND EDGES W/ _ _ - FINISH PLASTIC LAMINATE .I -i — PLASTIC LAMINATE, ELEVATION = - - ' • FACE AND EDGE • - PL-3 = - PLASTIC LAMINATE �— PLASTIC LAMINATE • • BAND, PL-3 •q li _ _ FACE, PL-3 - FACE AND EDGE I = = • BAND. PL-3 �v MELAMINE INTERIOR = •- - PLASTIC LAMINATE - _ : 4 INSULATE PIPES �- - - - 4x12 SCREENED MELAMINE INTERIOR WIRE PULLS TYPICAL - FACE AND EDGE AT TOE KICK - VENT AT CPU • ..."------BASE - VERTICAL SUPPORTS ................... LOCATION, TVP. • CABINET AT TOE KICK - - _ �� \ r--' NON-ACCESSIBLE PORTION = EACH SIDE OF OWNER I I MELAMINE INTERIOR ��d hhh___ u IVMf� I ONLY. PL-3 - '--------- _ - PROVIDED METAL BASE. SEES i h L' I //.1.11Milijri BASE, SEE - _ PARTS CABINET, PL-3_1FTNISH -_ _ FINISH ppp • L 3" BASE- 5EE FINISH I PLANS \ PLANS %ti • I"�"' a6��ASCHEDULE SCRIBE TO FLOOR FLOOR STRUCTURE7. CLEAR ;• ",T BASE, 5EE I Efl5' • }^ ��\ FINISH PLANS ` I�{�t' R. TOE KICK BEYOND '� 3" • 'a ' / 'f PLANS SEE FINISH s Base Cabinet Section 6Cabinet Base at Sink3Upper Cabinet 6Parts Counter Section Parts Base Cabinet OF5.8 1h"_7,-0" 1 "--7'-q" 5.S i7� = '_a• 1 -,.1'-D" 5,5.8,E°36"_,,_D„ d-6410-1-casework--base-cabinet 1904-r2 d-6470-casework-upper coWnet d-PartsCaunter5ectlon-1 D-06410-32 PLASTIC LAMINATE _,_A — —-4`.,_ PLASTIC LAMINATE COUNTERTOP, PL-1 COUNTERTOP, PL-1 1'-0" FULL HEIGHT METAL '. •- SLOPING TOP 1'-0" 1• 7r TC PLASTIC LAMINATE STUD WALL ATTACHED 4. _ ��, .3.1.,_._•.,. 1, 3"s PLASTIC PLASTIC LAMINATE -- COUNTERTOP, PL-1 ABOVE WITHTO FLOOR �UC7URAL �-._, ^ �. _ - / GROMMET / COUNTERTOP, PL-I n�" .1i51 ,,-1, IIIII,IIII�I TI IJ PLASTIC LAMINATE DEFLECTION TRACK , '-- _ - 2'-0" T-t 2`-172" COUNTERTOP AND SPLASH, III = - _ - - If PL-4 MIN. 3625162-54 METAL FAUX - _ f / t 4.1 j _ . STUD AT EACH BRACKET -� �1 LEATHER - I ,., 1•_6^ PANELS • —'15.->- 1.,L, - VIII II �� IlllulDL�� „ .��Dl��mi.ly 1��f1 �^ SLA75SCREWED TO 2x4 1 ALUM NUM _ r ` Ilj L • ` uu.w••ui,�,d (CONTINUOUS FOR _� WITH f 16" - `= FAUX _ 4j 111 .- MIN.1 THICK WOOD _ 40 . _ .,,,All hI _ 1-B" e `•� REVEALS LPANELS ,Jtlim itll ii Llll I"II n tl r y4C1 _ °RASHER WITH 1/16" \ LENGTH OF BENCH), = q' �= �. STAIN 70 MATCH DOORS • 'IP TWO TIER METAL LOCKER _ _. ALUMINUM -Mi.— _ _ • , • JREVEALS, = �—WIRE PULLS -,---.7. �' —:F - 1 If f : -011* l ,JJJI ADJUST ABLE SHELF _ _ WIRE PULLS - _ •• 1 • WITH MELAMINE " I ADJUSTABLE SHELF WITH ---.;r + i I - J FINISH / • MELAMINE FINISH_ �4 14*4 i'71/1/!>�►1NI . _ Owner. La ... .• _. _. = n t . ± + + 111 _ •• of _ _ PLASTIC LAMINATE •�I _ _ e JLR - . . -tet , ,; n FACE AND EDGE n a • . �- = BANG. PL-3 • 4- • " ' T.— PLASTIC LAMINATE i '' ``, Keynotes d— -- - I. GYPSUM BOARD PAL, PAINTED 2. FRAMELESS CURTAIN WALL GLAZING 3. FRAMELESS STOREFRONT GLAZING 4. GLASS DOOR M ILDREN DESIGN GROUP,P.C. 0 NU 5. wALNUT CLADDING ARCHI1 IU1E • SPACE RANKING 6. OVER VEHICLE SUSPENDED LIGHTING 7650 S,Oregon 97223-8692 W.$eveland,Suite]20 7. FRAMELESS GLASS WALL WITH FROSTED GLAZING • MANIFESTATION Tigard 9 • 8. CHAMFER - ACM-2 Voice 503-244-0552 9. LIGHTED EXIT SIGN Fax 503-244-0417 10. STOREFRONT WITH EXTERIOR BUTT GLAZING WITH MINIMAL INTERIOR FRAME 11. BAR/STA FURNITURE 12. INSPIRE WALL 13. ACCESSORIES 14. STEEL STAIR WITH CONCRETE-FILLED PAN TREAD AND GLASS GUARDRAIL 15. TENSION FRAMED GRAPHIC 16. CONTROL JOINT - SEE DETAIL 6/A5.2 O 17. ACCESS PANEL 7-i'i ....... r-- • 16. HORIZONTAL CONTROL JOINT - SEE DETAIL 7/A5.5.2 AND I - - I d 75P. p 19. ACOUSTICAL MATERIAL 3056 C 4:4L E. . s R. // I • !/!/ 1 it OF ��v� 1 Open Sales Elevation s.� 4 - 0 3 m r1 30 0 • O CO ic. 9'1'1'1 Owner: 6JLR O Ark 0 A I \_. / N / \ / �. 720 NE Grand Ave. 3 7 /j \\/ 6 1, // 'N. Port Oregon 97203 ---A5.4.1 / \ N.N. / . \ �/ / \ f —_--_ --:-\.c_ 7 Projcce (-2- Open Sales Elevation New Building 61 4„_ -a. ---7 , 10125 SW Washington 59 Rd. 75.-0- 't . ../-7 15'-0" 50 Portland,Oregon '0 'a�® \\ 1 1 \ + Sheet Title ■ Interior J ..r� Elevations toillimimi In . ki a ' 1 . i _Fr- lia • o^ 1/l \\ Revisions m. '-O . I - ..'' • \• �,/2. \ •Tv>i'Ofalmmh PlnChat�IRPF�r� 1i /r V"— ari 15 Emmen. CW .ITU .. - le �-+ 5C 9Juhcnv wmlfl & 12.1.4.2. MS GMCo Com t4 /1� Rai © r9 mow 1016 000'fhC n Fa iCa.....5ee 3 Open Sales Elevation t, 12 13 V 01A14013 6 IS 16 . 301! 1, 3rutwY Rn Rear. Can.Rensxrd, �•� f7. 13 CIT la G,Gas Ca,e•'Rena• GE1PL Ram. 3 3 i 6 YEaPF21 OESI.GROUP.P.C.2010.ALL 5 RIORTS RESF3nOD O J w 0,m*[05100 ARE WP1.P PROPERTY220 ROT TO BE USED m R[PROOCIGEO 01.RT LIMPER.EXCEPT IRM INE MICR'MITTEN 0(091551011 OF YSEORil1 DEVON CRpf P.C. I Date: 12 March 2019 1 Drawn by: Checked by: E DJA!CLT WEM Job Number. 116139 Sheet For Construction Set - August 2018 A6.1 _ Keynotes 0.'- 1 I 7. GYPSUM BOARD WALL. PAINTEDAL.9......"'"'----. a Q 2. FRAMELESS GLASS WALL WITH FROSTED GLAZING A5.I 7 ® i MANIFESTATION 3. GLASS DOOR MIIDREN DESIGN GROUP,PC. 5 4. STEEL STAIR WITH CONCRETE-FILLED PAN TREAD AND 0 "5.4 Z GLASS GUARDRAIL ARCHITECTURE • srACE PIARENING 5, APPROVED BULKHEAD SIGNAGE 7650 S.W.Beveland,Suite 120 P 6. LOUNGE LEATHER WALL Tigard,Oregon 97223-8692 7. VAAE0 DISPLAY ® '^ 6. WALNUT CLADDING Voice 503-249-0552 ® I 9. STOREFRONT WITH EXTERIOR BUTT GLAZING WITH MINIMAL Fax:503-244-0917 �I !f INTERIOR FRAME I!■�■1■EI■�- - - -- - 70. ACCESSORIES im . II. INSPIRE WALL �Ir■r� i2. SARISTA FURNITURE =. n /�\ U� © NF1 ,��n �1WE Li_____, O i3. FRAMELESSGLASSDOORS�)/ X €I1 �JJ �l_JJ i4. LIGHTED EXIT S1CN 15. SPANDREL GLAZING h16. RECESSED SKIRTNG WITH LED LIGHTING F7. TENSION FRAMED GRAPHIC _ - -. = DETAIL 6/A5.5.2 V �� 1 7. 9. ACOUSTICAL MATERIAL �_ 1r r ICI ■■E■■■ I- \ / o o \ * AM6. ..} EMMEMBEMI 4 oD 44 imies ---- ----- --_---- --_--- --------- -- .... - - - I - - _ ier 3056 a n � Hmisismi I I I IIIII III II■I o Iice'OF Ot�V� I Open Sales Elevation i6 6. k.- -0.. 1 0 1 L15. 0. 1. ir IH I ®m MIN E. wis- 1 Owner: N D. L JLR 2 0 cn 't. ..-s-.:( ,‘ O O n i ®m 1 0 / " ± , 720 NE Grand Ave. Portland,Oregon 97201 0 \ \ o • 2 Open Sales Elevation 0 0 Project: 6.2 ,.._7._G.. New Building . A 30'-0' 30._0" 1 10125 SW Washington Sq Rd. Portland,Oregon o • 00 i4 Po i . o 0 ®® P ,____: ...,... r ... Sheet Title ' " 7'-0" Interior I m Elevations • K , II . i i . . i 0 �� RevlsionW s Open Sales Elevation i6 1 1I sq..,x36 a 76 Mn PIR AI 0TPWp C.o>md PI..Haw#Roma. caw 8 i ..2118 i SS2116 TYPICAL AT TrERcREsm� cw5sotob �Mm 5 16 6. 1QJulyrLS °-m.,,a..� CWS�..,-° SHOWROOM SComa. COOT C er>ww 7. ]6 A*231I 9. 19/mat a16 G9DT Common Fte Calaros.d.'ar R Jl Au■n Z06 1116 Narr:ar 2`I I Smnn¢al Rn Renew Gra-,R..°ou n. 1SMuch d19 12 CY.G_ry /'-.[ fanalMwae GeralAn.'sols, ® I wsERvED \ YMRIIRs GR... .P.C.,MHO,917 THEY 7R9W1w5 ARE TIE PROPERTY OP \ NOIto R 6E5 1)19 9.PfMOOIEOE0 w RR, / RAWER.MEP'II P RETE 1(PTE OUP.P Dale 12 March 2019 0 i Drawn by: Checked by: / -- . f - / WA/CLT WEM P. ■ Job Number. 116139 Of?)Handover 5 Hall #164 at Handover Sheet o.. a 6. :4 -1.-0' ° For Construction Set - August 2018 A6.2 z 1 z Keynotes Q— — ik. 1. GYPSUM BOARD WALL, PAINTED 1, 2. FRAMELESS GLASS WALL WITH FROSTED GLAZING MilDREN DESIGN GROIN P.C. MANIFESTATION 3. FRAMELESS GLASS DOOR ARCHITECTURE • SPACE PLANNING F__. 4. STEEL STAIR WITH CONCRETE--FILLED PAN TREAD AND76 0 S.W.Bevclanfl,Silite 121 • {{1iGLASS GLIA LAM/NA Tigard,Oregon 97223-8592 S. PLA571C LAMINATE CONCIERGE DESK �` e$ 6. ACCESSORY CABINETS BY FURNITURE VENDOR Volce:503-244-0552 7, CABINETS BEYOND Fax 503-244-0417 .� 8. DOOR WITH 3'x7 TEMPERED RECITE - SEE DOOR SCHEDULE /i \\ 9, 3'x3' RECITE, SILL AT 4'-0" AFF / \ ( . • sue -4s 10- DIGITAL DISPLAY, PROVIDE BLOCKING, POWER AND DATA 11. FAUX LEATHER FACE CLADDING •• ' .� _ A---rir SIGNA © I T N Ir •A I GRAPHIC \ / \ / \ / i 1 Open Sales Elevation 6.3 ti, °',�_. T ii 1 it 4 �'`��0 .,. .7„, E3056,IA n maimiPme Mall=BM SR. 1I I i i \ it H_______ OF C, eimil Rim iwo OpenrSales Elevation k.66.�0- -D.. Owner: JLR //\\ rm. © t6J 1 2 10 0 5 0 6 3 6 I 720 NE Grand Ave. Portland,Oregon 97201 MIUMMIW- SERViCE <--, 1 S -� Project: T �7 I I - - 1. - I New Building 1 1 i .. r • 11:1 . •, , _ _. , 1 1 I I 0@ Concierge 0 ''''0 1 14P 1WF y, 1 10125 SW Washington Sq Rd. Portland,Oregon 0O 20'-0” A i 'f Sheet Title: 13 Interior 0 SU�_;qo Elevations - m - lifill Ili / i i Of 0 \. \\ \ Revision& U I, L174.'2013 2 36 RAY 3013 Tvvp Comm., Pln Check Rgawr 6. 3 13 .•01e An Ea e 20..6IS rvihRcun,nm CMsn.¢1.1 Drive Lane 6 rhdy901r 6 i3 flVS Cuo,en COM Curren.°Service�•-�•-D•• S 16hty XIII & 19/Aga2316 •-sa...�,..��, COOT Come= FUGrrna mSH R. 21*gum 216 16 16 Hemmer 2013 9nnoual Pim Rene. avowal Rm.. rrP. s11. I324.2119319 11 a.Gv; 0e10.1Rr.wale cwa:y Rw,.,a. i Y 1 9 .-_--__ p6 RER pE66N GR0.P.PC.2019.N l Y- - --. _- __ RSQirS RESERVED ;/ ;/ i` ;i \. \ \\ \\ THESE DRAWINGS APE THE rreoPrRTr a \\. , \. � yam.DESIGN t�Mlw THE PRioR AMM. AM,ARE Iql f0 BE USED OR PEPRppp`S6 M.11T PERYISSIP+A 11:LDRw DES1P1 GROUP.P.C. ( C C C 4 bate \ \. \ \. \/i I / / / Drawn by: Checked by 1 \\ \. \\ \\ I ;/ ;/ : ;' \ \ \i I I / / I/ DJA/CLT WEM Job Number: 116139 Sheet 5 Service Drive Lane 6. 34"=1'-D" For Construction Set - August 2018 A6.3 e © o /0 Keynotes Q-'. — 1 - .. --,-- ....----------- -- 3. T-}, BACK LIGHTING 21tri + � t� 2. r-2 7'_6 .} I ® S`-• -� ® 1. 1}'TYP/CAL /�4. PLANTER 3. PL AS TIC LAMINATE FACED DOOR MIEN DESIGN GROUP,P.C. ----- - -- - - I I 1 ■ - 5, T-5 - NOF USED A7500 S.W.B Ace Suite 2 PLANNING. ` 6 T-6 7&50 .Beveland. 120 Tigard,Oregon 97223 13&92 T-2 T�Z } 6" 7. i-7 Voice 5U&294-0552 0 _ \ 1 1/4'0.0. } f/4"0-� R. T-8 0 T_9O- SEE FLOOR PLAN FOR LOCATION Fax:503-244-0417 .. \ 6. _- A 3r. T-},\ 12. T-}2 - NOr USED n 1 I— >e \� - .i }-0. 1�- 3_6, o 'a '�'-0 It T-14 - SEE FLOOR PLAN FOR LOCATION + 35. 7-}5 Y,�r© I _ f 1 `n r9 "1 ` J 6— 36. WALL TELE-CW71 1 m I \ J 77. PRE-FORMED SOLID SURFACE SINK WITH INTEGRATED ♦ ^ V LAVATORIES iia ^ 0 I in IIIIIIIII r- -F- . 1 I n o n �..._._. • - _�...- - -_ -_ - - - VAN TY N T BY fM BRANDED dk- I�A i ly • • • - _--.6 /- T-1 UNFRAMED MIRROR ACCESSIBLE TOILET dl GRAB 2i, •.r-L MEW r - / -! BARS FLUSH VALVE HANDLE ON 23. ACCE5S19LE TOILET /•\ T� FRAMER MIRROR _ _ + __ —_ / N /- \ - - FIELD VERIFY STEL OPPOSITE S10E OF GRAB BAR 22- WALL MOUNTED FAUCET WITH SENSOR - �' / \. \ a T-Y 23. INSULATE EXPOSED PIPING 1 11.1 C2 imam ,� �/ /, 24. TOILET PARTITION ET k‘ViinjMic-WA L �, ' 26. STAINLESS STEELSTRASH LRECEPMACLE BY OWNER A 0 0 ® O �® 0 m ® 0 m 0 __ _c Ti �T-6 _ T� iC\y /t-( 6 �� Td�I T �T_7 T.,_...I Q3rr! TII p56. ..C-) Women's 1st Floor Office Area Restroom Elevations TYP. TRP. , Q }�, • a+...P«... .. ..� -: TYP. --- r © O (�� In PARiD f00NR O a o ri 0( ��v 00U) O I .n t V ? i.l r] ACCESSIBLE URINAL SHELF AND MOP HOLDER T-0 COAT HOOK T•4 AUTOMATIC HAND DRYER SOAP DISPENSER T T SOAP DISPENSER TT-• TOWEL DISPENSER/ ♦ WASTE RECEPTACLE -. IL'.a •� ® '- ,. 7' 6' —.. (NOUNED ON DOOR T-5 T-9 TYPICAL) / • fI I 0 � MAX. 4. �' I1 MAX. 1 // ry / v w I __--TJID -e t,_6" I 4-�R o ' — 1 n T_µ -T"Tl caMAX. .1,' A _ r © ©, J - ;� lij r- d 0 . . 4 irk) io X '0x 4I W Owner: ¢ rn ¢ MIN.WMIII _- © 1 O o za• 0 1 JLR • \. , , x \ [> Ilirmilir .2 NA IP 1 TOWEL DISPENSER/ SEAT COVER TOILET TISSUE BABY CHANGING SANITARY NAPKIN/ ACCESSIBLE \- - -- \ vJ / \ �/ / r ••�� WASTE RECEPTACLE p1SPENSER T-li STATION TAMPON VENDOR , SHOWER SEAT AND / T-V AND T-I/ T-13 GRAB BARS © 00 0 0 SEATCOVER/TOILET TISSUE I 22 A pDISPENSER/SANITARY 720 NE;Grand Ave. DISPOSAL rn Portland.Oregon 97201 \ 6.4), "--,'-0"2 Mens 1st Floor Office Area Restroom Elevations TYP. TYP. (-37- Mounting Heights for Toilet Accessories ', ... thn' TIP �• M untinq Heights for Toilet Accessories 7YP 0 0 0 0 0 0 Project: New Building z' a" z'—a" I= . • : a SW Washington Sq lid. Portland,;-, ., 7 Oregon 1 11 cl. • EINIMINEIb , ' III r © a 1/ � Sheet Title " 1 lif f . / I x i z I� im�tr I A Interior Elevations N N / a Wil A 5 ® I' ® m 5 ® IS ® A MIN 4 Women's 2nd Floor Office Area Restroom Elevations 6" MAX- Women's MP 1.6....62=i11"-"-r-0�.m.�_._. TYP. TYP. 0 24 [8) co 0 YRevisiona 1. 1166n.16 z 404nr.16 ivwme.ee• Paw PreakPg... a Mane 20111 a Wane 200 TV7E0E00r0 CWSS.ewrr 9 July I 3)11 MIN S 16lu0 201 4 19 o war cwscS,r.Peo COOT(100.0 r T. 1 Ica 3516 8 Ie Roe MID n5 I - ,.• 2•-0" -I i` 0--- A aoormr.r� r�rm�P,u,se P. rh.pu 3316 1A 161Y tr 9116 III IL f916PC�L19 Ilia I�rt Orono Re.re.e Pen... Milli , • .111.11111 i ..// / I 4 EMI oro i/ / 2511.11.T ---- , I 1 1 — RfWfS pE6FR1Ep P.C..201 e.i1u " �� THESE11 ee StGN ARE THE P..201 r OF isi num;n 06:101 woF,P.C.,NO aPc i I I I .NM TO MU"wTh THE PPIc.:rnrw — ` \ �^ xy 4�*-- X RRp195ia,A IAILImY xs,ol A10.P.P.C. • • . ,ru �� .4 4 z mosimi Date I b 1 I Drawn by: Checked by: i 3 n t ., n DJA/CLT/BK/JCM WEM A • 1 M IlitiliMMINIM= Job Number. 116139 ® � }°-5" 0 ® -g Sheet • MIN ' ,Men's 2nd Floor Office Area Restroom Elevations MAX.s.a 6" For Construction Set - August 2018 A6.4 1E16"4 )L"-1•.-0 . Keynotes Q ----- iki — 1. WALL. TILE-CWT1 2. T-2 3. METAL LOCKER MILDREN DESIGN GROUP,P.C. 5. P--4 ARCH17'Ec-LIRE . SPACE PLANNING 5, PLASTIC LAMINATE SHELF WITH ADJUSTABLE SHELF AND CLOTHES RODT-6 7050 S.W.Beveland,Suite 120 6. ACCESSIBLE TOILET Tigard,Oregon 97223-8692 T. ACCESSIBLE URINAL Voice 503-244-0552 T YP. 7YP, B. T–B ® © O 9. STAINLESS STEEL TWO-COMPARTMENT SINK Fax:503-244-0417 10- T-1C 1 T 11 [t I_I T 'W j BENCH 14. TOILET PARTITION 15. CLOTHES HAMPER BY OTHER i !� IBLE SHOWER WITH FOLD-DOWN SEAT AND GRAB BAR EA• If ■E! �i CIMII! ■ _ - �s f� �TI MG 61 w tT [. (c..-7.1 R y I1 • b I i © p Keynotes �� 0 p CO .� 1 PLASTIC LAMINATE COUNTERTOP AND SPLASH 2. ADJUSTABLE SHELF TYPICAL 3- PLASTIC LAMINATE FACE I 4, REFRIGERATOR NIC NG NIC MILDREN DESIGN GROUP,P.C. .n ----- --- 6. FAUXD1 LEA T ER FACE ARCHITECTURE • SPA6 PLANNING 7. 57AiNLE55 STEEL SHUTTER (HOUSING IN SOFFIT) 76505.W.Beveland,Suite 120 As.a1 8- STAINLESS STEEL COUNTER Tigard,Oregon 97223-$692 / / `\ 90. VENT TSIDE IC AOFNPEDESTAL ATE STAL Voice 503-244-0552 / ," N. ,, /1 \, 11. GATE Fax:503-244-0417 • / =.,E==_=_ ___ _:;E__=- 12. /NTERNET BAR UNIT - JLR-F-019 . ... j k, i to 1 15. WALL COVERING - WCI ^� j \\ / N. % n - 19 14. UNDERCOUNTER REFRIGERATOR _=,- .,,,,_-_-.0_.— _o___:==-�c-=--- ___::= 15. STAINLESS STEEL SAR SINK / \, I/ --� i6. PLASTIC LAMINATE LOCKER 0 1 / �� -- - I RFI-66.2 17. FILLER AS REQUIRED / 18- 4'-0" X 5'-D" RECITE IN TIMELY ALUMINUM FRAME a' o �0' 0 0 .. o 19. BLOCKING FOR OWNER PROVIDED 65" WALL MOUNTED 1 I DISPLAY N I - -_ \'N I 1 .4 - III 3 4111 Q 2R P L •U .T.AE F•CE ,Q i I I — — -- \,\ "' I — — I 0709-00i 22' PULL OUT RECYCLING \ i I \. / \ ..- i \. i \. "\ / \ % `7 \`;i \moi tiS`� /,i r 3056 Lr E. R. ©rvP. Ali 5-8" . Break Room Elevations ZIP 3Training Room ° 11 4./OF (1' 0 Cy) ..- 0 0 0 0 TYP, 0al& 0 \ .__. . ---,...t,-7 N--. 1 z ‘..... \ \ "C'y_ _ rx • 0 3'-0" 3'-0" Owner. IIL 1. ,. - -L - - - - - - - Ill �� I JLR V , , _____----.___I s' n --1 Meg 1. 1111. 720 NE Grand Ave. ® ® � Portland,Oregon 97201 3 Break Room #214 Elevations 12 ® ® m Ay.A., 4 Customer Parts CounterNair vagv 6709-001 6.. i'-o,. s. ..=1 °.. 0 0 e e ® 0 0 Project: New Building SIM. ASBr 10 125 SW W as hi ngton Sq Rd. Porlland,Oegon /\ / Sheet Title.1 1-. . L% Interior j • y ; Elevations i / \i \N / \. / \ N.\ \ i I \ / o --- N......, \/' . 1 1 s Servic- • ge Revision. 'MK/ PNP 0N:*Nemec J 6.s �"=7'-C. 1. u•Nr 2016 x 26 w,2016 0 a ISJa2016 c 11.I:.=3516 NrRCn,.,n C.'SSWRmY I RJu,218 6. 12.417 2116 C650n•mn COOT Cm.m:. 7.1 I I I ODOT Grimm rrr Ca•„vct•n3 Aug. 5 im .• a I I I I B 24Av8aI 2016 10 16 NPmnb,r 3116 w,,..,I r1.,R-.n Oa,N.l Nr.a• 11. 4:C.A. GO-4.1..,91,19 j \. j/ OPEN OPEN `e // ~ IZIP1,-Q.. 20.-0,. _- ® 2'-O" # \.\ C DESIGN \_ + — — - -–_ _. – — E— I / Ri(RIr9NRFSERKJ3<1,P'PC.2013.ALL / .NESE DRAWINGS ARE.NE PROPER.,or I \ N. T\ r.\ 1\ j JOT r N DESIGN GROUP.P C.,AND 4EE 1 I\ N0.r0 9E OSEG OR REPROWCED IN ANY \\ " / %/ / PERuisRION Li 149.PRIEI.1 DESIGN 9114019P.•C. / j/ Date 12 March 2019 ! \ / / / /Z. j / Drawn by: Checked by: ., - --- DJA/CLT/HK WErvt Job Number. 116139 s Parts Counter 0 EQUAL EQUAL EQUAL 0 0 EQUAL r EQUAL 1-6" Sheet PYP -YR LYE- s' �° Artie-W.?1For Construction Set - August 2018 A6.6 AL Keynotes Qom-�. 1. T-1, BACK LIGHTING 2. T-2 r 3. T-3 4. PLASTIC LAMINATE WAINSCOT MIiDREN DESIGN GROUP,P.C. 1 5. PLASTIC LAMINATE SHELF ARG4ITEC717R8 • SPAS PLANNING 6. METAL BINS BY VENDOR �- r» 7650 S W.Beveland Suite 120 8. ACCESSIBLE TOILET Tigard Oregon 97223-8692 9. WALL Voice 503-244-0552 10. WALL MOUNTED FAUCET WITH SENSOR AIi. BARISTA COFFEE BAR BY VENDOR Fax 503-244-0417 12. T-13 13. PLASTIC LAMINATE COUNTERTOP AND SPLASH I / / 14. PLASTIC LAMINATE FACE - G \ 15. ADJUSTABLE SHELF, TYPICAL > > 16. COFFEE MAKER, OWNER PROVIDED 17. STAINLESS STEEL BAR SINK 18. WALL TILE - CWTI • 19. UTILITY FLOOR SINK 20. SOFFIT ® 21. UNDERCOUNTER REFRIGERATOR 22. PULL OUT TRASH G709-00 , y.lr_IITIII II II II II II II II II I� fl 24- PLASTIC LAMINATE SHELF WITH ADJUSTABLE SHELF AND ----- -- -- A ` J l ii i II © CLOTHES R06 PL-3 /! •\ /�.\ /`•i •_ �' -' /./\\ / \ j��.\ \ 25. PLASTIC LAMINATE COUNTERTOP, PL-3 / T N._ j \• / \ \ / / / -\ j \ \ 26. OWNER PROVIDED /CONTRACTOR 1NSTALLEO SAFE - o *._===== ====�,1_--4s� \! x_- I o �___1 S!' \ COORDINATE DIMENSION WITH OWNER ilit �i i moi' \ \/ �i �/ / IImmoltiminimmei '� 5� r�� ct� 3056 Z"? E �� i i R��I • r 1 Barista Bar 4 OF •6.7 W'_,' 0 3'-4• 4'-8" 3'-4" , P 1 - 4-- . - N OPEN i El BOwner: JLR -- 4 \ \ N a 720 NE Grand Ave. Port land,Oregon 97201 RECESS FOR 50" DISPLAY 2 Tech PartsCLOCK PLUG AT f] a67 %"=1'-0" (Office 210 POWER AND DATA . �. 6.7 ._1,-0,. A �iV I ® 0 © ® O °- "°-' RFI-300 Project: New Building SIM. 111 I 10 i 25 SW Washington Sq Rd. � Portland,Oregon 1 II : •-- rU �I �a ry - _ W R o ci , o Sheet"Title: � .� /�I�\ /-1/\ / I�\ %4I-\ 1\ 1 a / tl N N. \ 1t_,� Interior C. / � N___`_): / 7 i� / Elevations N. / / N. / N. 7 / h \_ / / G709-01 ® ® 15 ® 0709-001 Ark 0 0 -As 3 Conference Room 2154 Pavilion Coffee =ar Janitor Sink 267 'W"=V-o.. _p_..72', "--''-°"r. 6 )' ='-s. .''-D" Revisiotm I. 11116y ZIA 2 1511.5018 TvwDcsnmm PYn_ Row= `YR. TYP a 1sx.=low l IB McAiB 18 1g WEN HC a a Iz ommans Oa Merida e 3 circ,.,qm MOTE* A5.61 1 1€J 23IB A ID A.,w bib f�OT(me. Fa C......,. - 4 23 A,gvm rig 16 10%w�X18 Ell A 1 M_ = -,♦ / \ I / \, 386rtn 1019 a a�R _. .. .., E I " �. ■i� 1"1 \\ I @ e 1 ------- - r - :11nPF,1 ®P.G.1fi 8,.'4 RICH TS PRSEPNEP /` I\. I THESE dtAMVGS APE THE PROPERTY a 1 e /^MMill 26 r la- .Ar . \ WORN DESIGN Fnaq,P.G.w0 N� �� 4 �• / r I ______]. xoT m AC LSO d REPAodNm N we 1 _- i MI 1 / I. EMI �.\ .---=y �PF WLWflI PPF�PG _� "' �ww�w �I�I -- �// ■ �■ \` / Date 23September 2f119 I �� -. I // VERIFY Drawn by: Checked by: 1 ■ �'■ w!rH OWNER a GM/CLT/eKM . -- ...,....-3., ' I�� ® i�t• ��l Job Number. 116139 s General Office 201 j. 16.7 ',6..=1.-G'. Sheet 6 Pavilion Restroom Elevations 7 Closet 107 Counter Shelf/Rod For Construction Set - August 2018 A6.7 we 6.7 _[._D., •6.7 ' D.. Closet 122 opp? Keynotes Q- 1. CONTROL JOINT 2. S.A.T.-2 - 2x4 GRID AT 11'-0" AFF hiwww•www""'"••-•- 3. GYPSUM BOARD CEILING AT 10'-5" AFT MILDREN DESIGN Gko1ID P.C. 4. SUSPENDED GYPSUM BOARD CEILING AT 11'-0" AFT A1e[tstTEcri,ce • sm.=RwNMNG 5. S.A-T. - 1 4' X 4' AT 15'-0' AFF 6. SUSPENDED GYPSUM BOARD CEILING AT 11'-2" AFF 7650 S.W.Beveland,Suite 120 A 7, 12" METAL CEILING PANELS AT 10'-6" AFF Tigard.Oregon 97223 8632 8. ROOF ACCESS HATCH --0 D A CE S "A EL AT SO 0L Voice 503-244-0552 9n-277.0 9, RECESSED L.E.D. HALO L '+- Fax:503-244-0417 10. METAL SOFFIT PANEL 11- WALL MOUNTED LIGHT FIXTURE t2. SUSPENDED GYPSUM BOARD CEILING AT 25'-41" AFF 13. SUSPENDED GYPSUM BOARD CEILING AT 9'-6" AFF 14. GYPSUM BOARD CEILING AT 10'-2" AFT- 15. FF15. GYPSUM BOARD SOFFIT AT 9'-4"AFF 16. SHADOW GAP AT WALL TO CEILING TRANSITION 17. SUSPENDED GYPSUM BOARD CEILING AT 10'-3"AFF 18. GYPSUM BOARD SOFFIT AT 11'-0" AFT e, 19. GYPSUM BOARD CEILING AT 15'-9" AFF a <20.SUSPENDED GYPSUM BOARD SOFFIT AT 11'-0" AFF 21. GYPSUM BOARD SOFFIT AT 9'-6" AFT 22.SHADOW REVEAL n \/ J \O L ON N ® p O O 23.ACCESS PANEL /8\ 24.GYPSUM BOARD SOFFIT AT 74'-9" AFF ,� t r25.AEP VENTED 2-RIB, METAL CE}LINE PAn J,S AT 10'-6' AFF /„ / • RFI-277.0 /\(6-CENTER UGH"! rIXrURES IN SGFFIT PAp/E[3 S /1t�-'`l�,t`•• I III I I I t /a\1 I I SUB-57.0 3oss -- / I ! 1-77- \ * I .- _ O .0 17 V z0 - 0 0 E 0 _ ,. ,. ,« - • I O�w Lt E. R. . ® i,rN L.pi1 _. _ - - - - - 1,,.....i,_ f _ _ ..... . ._ _ _ --� - - _�� - - I 1 Y(77) L:.. .0 iL 8LI .0 L1 M 77) II L3 1 VI NM) t L J Hj::: ( _! < : .- ./ . .3'-7r 1:j - •- :e- i-2 1 .3.-34'' 1 I ,._9i_ . i1 . 10'-0' r . i0'-0" I . /. I 12'-loi" 1 1 3 6" 22 1._7�.4._7+,. / g( 4'-711- 4'-7i" `-� N - e �I ....:� li1 .Y - 'ILe 7 OG ` I1 .4.17J :: - 411 �.` i I : I I I,, eo •h 1 vo • ,11 � . B +5" I;y 1, _ 8•��' is ,, ' •�. 1 lr1 o irjr I I I 1 I I "?m, ` M I • 2 1 - 1 t2 1D •_ 1 •• t t2 . c \. 1 c I7 23 1'.f If e CImi) - - Qr �' 0C2 pC2 pC2 l - g=7.,1:1,,_,,,..1'-711" 4'-7" _ p•- - 4'-71" - - -m - - 1 42' .5�i.... 4'-7 4'- 1� 10'-R" I,�.^ 10'-4"mOwner: q.. �..� , -- - - - - - -i - - 1 , >'s . 1 -r o, _ -" 1 - , ,, .y-�..f fi _ .. . 1 '^. _ _ JLR ,��/C I 1 V # i , F ,.... �t� 7'-�'�7'7'_,7.-11 ''',..7 7-11�" • 7.-i,E., 6kg, IAC: OC: DC: ✓- DC2 OC2 2 - �1 7 �� 2 �. pc: D`i pc; pct pct Oce r1 ('1 } 1 5i. m�1 ) - leg) i -- Y o N tiii'l1 i i ' ,-17y.. 720 NE Grand Ave. `�o��, ) Post land,Oregon 97201 i+ . ' '-' [//////uste,,..yyli6i,,,,/,(A(..,,,,, � • ,1`. 1101.111 I �1.rl 1.1 0 -b 0- .r3 r _ • 'A 8 I'- '] 4) `,I. •�7.1�•,2 • --ei A5.6.1� rlW'1 plcl - '° 4•_7i"4.-7j" f 9�' 4'-7+-.......7r ; 0 4'-71. 4'-78._ _9" i4,-7i" 4'-7i- �' I 1 1 5 12 4 °' aJ I I * 4 I tine., I ( 1 Inc: DCl DC; DC _ DC2 DC2 pl'l p11 DC3 C1C3 I I - Project: - k- z .,,,,,�J,,,J, ,,,,,, , ////(f((//,/,4160(////1 , New Building IIIA c 1 '_. " e' 41" Fn+" :C (�l(.� "11 - 1:1111 l' • a T �� DC• OC I Cr; pC pC2 pC2 -I-� �1 1 I I . ", o w 7" 7' O 3 �� I 0 13'-51" 14'-0�• 1® 33 -�'� 02 14'-Qb" 13,-51" T .. _ • ........,2-- I c„ �� w I I10125 SW Washington Sq Rd. I / I 20 Rss, .01�NI I �,��ii �,,,, �,,,, r�iii/iJi� i�inil �� n Portland,Oregon `� !filrlG�llll a 11(39) Y,•,i r I N(39) J O ill Ar - I _ Der DC.' - DC2� pC2 pC2 ...._ - , - - - OC - -- _ + OCt II -- 1 - 1I r .i r iii - AIY IAM1 `.: _� ... � 4 LP ) 3w A' 1 pt,1 I DCI °,r p-Cr 5 1sl i5Y 1 ' ® �1I 1 I a -{ \6-5, 2 i�1 4 z __ - ,,. � 2) ') --- i -7 , gni a 1 i o I i ,3 13 PI o I L J/i///! iliJ - -- N .m ___i Qrl. [F pC2 pC2 pC2 pC2 b ®I 1 pct pct IpcI Dc flit II - 1 ? I " f/l l/I// Sheet Title: 1 1 S 18� F,_Da,. - J 4'-d�" ® o First Floor -----.1 ' _ 3 J �` - I j ' • !i �[4� . ! Det �, 1'_7" Reflected i � DC% DCl �c2 DC2 •,�J1 ® H limn Dd 'mo iiiDC1 pC1 .•�2»• 1 .+�z '. 1 ® i "- Sr W l - tip:' f� r`'`'' 1 -• - ( ®" °I ,, :�( fi- Ceiling 5�i ,G�. r TIM ,,,J, Plan - South "- .__ __ " n. 14_23 7 12,_1} 3•_2'•O !•-,0 DC B._p DC 1 '-11 !1(36 14 9 3'-2 1 '+. / - - ti 1 N ,}z6' ) d 6 N 11'-11" ME I I 11, "O1_N .Dl I- 1 �,=f`Q� 14 0 8 D$ pts-• I `1 I n fit - ZB - - I Revisions ,0'-0" ,R'-0" ,0•-0" ,2'-I0>) �;� 1 22 ,o El 1� 22 1 F` , E•• I ;r B 1 2 5'-4 I 2-91 II -' +1, CPA ta.a t.T•n min FYnA • I. 111,4,2:0 a nwy nle 1 3'-'4" 3-2" 1..3"-2- 1 3'- IL" (- 'v._- • •:• I ii, ,,,iiii,,.'Jiiii,iiii„i,iii,u,i iiiii,,,,i ii i{/!//// rvrom,..em Fs. +ewa 4'-7"4'-7- 9 4'-7"4'-7^ -V..4.-1" i'-9 4'-7,4'-7 l' a Isa.,.x011 i 11.Ae.mle /2_4" i , b 4. i 1 d s-s" © � 3 sII 1! ) j• i I I 3S TM CIPS t ,_ . EO 0 :.•• 1_ `;‘,Mal I ci _ I i •B-5 .0•ry s saugalE C Ix.wr rola 1 q;.AtIta 8 9 '" $ ,- 25 I r. is.Iw,•n,a a Ia A,•,y axle An? MOT fu..S.m Fa Cnne,rtrm See N .� • � I,ED = Structural Pm Amer 'Sem.Annan CilI'-7" A 24 August AIB 4 :6 fMenbr XII 4 . B'-I" -5" .: o •: �,p �y 7- B'`lig' 22 �� --. Y--O 9-0 9-O_ - _ -9- NORTH 1!- 19 Wtn A19 13 u.Cory wl Di �, • tFl Y' LO ry� �_y ��A OesxalRmvs Galati Ne•mrw I I 1 :e, 1 _1 I EC ' EO EDo EO 4 w, ,i7�u/��fd(/ ..,..Jiii/„l iiiiiiii/R,Iy.,Jii - 41. 1(29) 11(29' • ( ) hh _ r: J '-'Y -' - - - 1 51 LI L1 I L, - o I M 29 RFI-277.0 M(29).1 -," '- - - - - - . 140 � LI rL1 // 1.1�Itl(, r: -�_ PAwwoN aiN 1111 1 - 111111 joirmpw- 1_i �I II 1 R: _N,_.- kll I I I I I I I I I I1 I I I I I l f l l l l! raE •»�� . _ iI,L,...54.. E 4 I 'r II. 3-5 36'--O 0 ,1 13'-1" 36'4 i� CENTER 1 58'-41" Z 1'-3� / 043'19i" 5'-61"� Sb" 13'-23' ,(et'\5'-Bi" 48191"� 5-1 •/ 1_ 42-1r % wars.DEEsNomM °.rc,70R AFI411 2'-61" ,ice o.As.'r,c aF J //j Nu •1Eu1GGOR 41 PAIWIICm b1 HI V15%-2i- 32'-31' 9'-7�" 23'-1" 23'-9" 14'-6' 23"-9- 23'-1- 42'-1�' - /, WAILER,FAKPr.Ir«NE PRIOR wl[rrrH { 1 1 1 1 1 1 1 /�/ %/� Em.ssv Al ar. . 1 / Date 18 September 2018 Q I 208-1I� I .500THDrawn by: Checked by: I 1_ ' Key Plan / DCB/CLT WEM 444 , First Floor Reflected Ceiling Plan - South Job Number. 116139 Sheet Q 4 e 6 For Construction Set - August 2018 A7.1.1 4 Q 4 Q 4 4 4 J 1 154'-i0i-I I I7'frt - - Keynotes �� GMAT LINE I, 24-4� 30 " ). 22-7i" - OFFICE 24-44 I 30'-0" 22'-612" i. SAT-2 - 2x4 GRID Al 10'-6" - SEE DETAIL 1�A5.6-i iil 1 p ffY A7.1.3 2 SAT-3 - 2x4 GRID AT 10'-6" AFF ■ -F' • 3. SAT-1 - 4x4 GRID AT 15'-0" AFF Inim-F .MIN - A7.1.2 1Q MILDREN DESIGN GROUP,P.C. ■� 0 G70D-001 4. SUSPENDED GYPSUM BOARD CEILING A AFF ARCF1aTIFCruRe • SPACE PLANNING p C CE 5. PAINT BOTTOM OF DECK STRUCTURE, CO •i , N N ■' '"C , 0 MECHANICAL, AND ELECTRICAL BLACK, PAINT-4, AT 7550 S.W.Beveland,Suite 120 PROP-OFF Tigard,Oregon 97223-8692 IA Ili - 11 - - - --- a l — - -- - I 1 *I' -I - - .. - - Q s. OPEN TO STRUCTURE Voice 503-244-0552 '.--..,1".. / 7. 12" METAL CEILING PANELS Fax:503-244-0437 �: b CI D d D /, 8. SAT-4 - 2x2 GRID AT 10'-6 I C C k � 9. ACCESS PANEL' / I IL 111 --„,...._cti 0 th __ N M ! \ M N i 1 ■ /Imo,,..—. �� R ' II ME al- I I ° ° 1 - K � R w , I 10 ,h- -I�- 4:tYN J _ _ - -'. - vr,II,! I • !1111■1 r -. 7 !r- Mr a I , - - . fl' II PI D 4 I b ! -...) 111 ►■ ► . I ` /.ffSS E I __f� -N © I'.1111■■ I / NIMI■I,�■� pLi �S�J_JR1'']] M 4 • � IU ■'U OF IA � UU■■ • i , I � Pr ! ! ! .1( r / N 1311:-../1 I N II i I, / 1_ - M ��..�■+, - T— It MEM — — — — — 1T Y II \\ qk' I I 1 I 1 I ' (7) I k N / / M11 ®ME v ME YDI P ME \ / 1 La 0 ' ,/ ry ' / owner: t V r. N / JLR ‘'!:‘ IV / I 14 I -— I° ' CI. '- ' ditlilb.. / gip& ..-"tt.:\ //INIL CillEZIN_ ■■■■■■ I , . VEEP!� elMar ♦ , N Miiii j I I I ?m ); ! 7G101 Pd7201 -, !I W*1 VW, * 4944"...<1'!'.....-.--- / I1II 1 -' , OP' 1:401 464/9,II I/1 ■ , Project! iII I /4 !&4// L� __ �•_ S * EE1f 7, ,. ► ©Ifi t ♦ fe*NY•0170, 1♦I ME Y■■■■I4/11Y. 4 , X1111■■r,' VelpIII �` 10125 SW Washington Sq ltd. o ., N �i'��■r �'` Ag ��/:. Portland.Oregon / A I IVA h A Pi:ir -1.- -,r--- ..7 NpWb Agc,W Iiiirr, ******`. o .: 4/0 p _eit ATVIA 1 W, ,, ite4 1,4**. / ] I . . ...**, As.e.,,./ 0 *4:0_ / Sheet Title 1I � � .�.�♦ First Floor _ �,� _ k - ,/ 4444/ Reflected ° • �IAE / Mgal*Mt. r4, �'�1 1,;,.� Ceiling �t;i _. / . or le•Site� � Plan - Center N] ///'1PW*/IY*#*Arit AtiiiM t / * * II. a ry„ -./ A 0410400 Revisior ',WO Urn Plea eNed FoNNa, �� ° / • .., S 153oa101A 9. Ia Jwe351a • �,�. ♦ . Ar***4:+ S 9�WE�1e� 8 W3YJgw AB CWS Munn 0001'Dammam -_`A;�- OG0TCw,mmm Fa Co...n Sd° D` , • .:�r.�O P. 1604 W/6 & 19 Auyw X19 f it:7,...4111111/ / .?p / 0 1111111111%* 11:41.'`4�k •til VA, NORTH ,,�" „ / r PAY,LLION T NILOP£N DESIGN(AWP.PC.3019,•LL 8 IGNTS aESEPVEO / //7/ X, CENTER I IF PPGPERTY 0P x •.1NG5 4,147. / 9�1At" / NOT TO NE' NAHNN.SE OR�uSElk IXPT&REPR00THE ��INMEN PERy15E1CN Cr MUMMY,DESIGN GROUP,P.C. 1 bate 12 March 2019 Drawn by: Checked by: DCB/CLT WEM ill 11 First Floor Reflected CeilingPlan - Center G°''H Job Number. 115339 Key Plan sheet For Construction Set - August 2018 A7.1.2 Keynotes O-- 1. SUSPENDED GYPSUM BOARD 5OFF1T AT 8'-0" AFF 71q 2. SAT-3 - 2x4 GRID AT 9'--0" AFF - SEE DETAIL 1/A5.6-1 A3. OPEN TO STRUCTURE MILbREN DESIGN GROUP P.C. 4. SUSPENDED GYPSUM BOARD CEILING AT EF ARCHtTECEUCE - "ACE PLANNING G709-001 a ACCESS PANEL 7650 SW.Beveland,Suite 120 Tigard,Oregon 97223-8692 Voice 503-244-0552 Q Q Q Q Q Fax,563-244-0417 Q TI I i I I 1I - 154'-10F I I I f • 24•_4•• 23.-7.. 24'-4" 22'_6'• 30,_0. . OFFICE' • 30'-0' I2 2AAF�f4,'ANif:BI-9' 34'-4}" 27'-}0}' I I I I I 1 ii o I I s ` i I ' � 1 rFL .O j 1 [ .06 e = yw ® I I 1 II 11 T-- N M M N' T , . III - �ME - I I - - F-' - ---_ -..--.y.-.------� ., --- _ -13 - ---- - lull. o� � ^Nr . 1 N I I I 0 . , . . .. F_ -I _ I 1 - ---t--,— _ _ { N N� Owner. II u LE © I. JLR N N I I I ti - M H - - - I 1 r- - M F- - - ht - - _ - f•I - - I: - - - 0 720 NE Grand Ave. n I Portland,Oregon 97201 N 1 O I I li Z7 IL NI NJ M ME 4 I I I Project: N New Building 0.4 5 -N N• I �', I I I 1 - M — - - - I 1 M F - - - '- f IV1:1144 IF. - - - I I 10125 SW Washington Sq Rd. I I O I Portland,Oregon N N- M ® t M 7 o - E I ME 1 .7■ 1! ! I W I I C! ■•I I ' I 1 - -� �� Ba. I J �0Sheet"Cine I • ' I I , E! {///� ��, First Floor II" M .— .— I, M N1�I I !' III , . I ,I I I I ! / I /i _ /� I .I 90 — .. - -� "- - /----- .,,''' '\,,,., cv. u` - — --- — p Reflected iZ H �_ M- Ceiling 4V • , � .�� ;\ LE '�- I Plan - North Gil `C ■r1.�■.••. 8 1 N M I — • °c A M�EMM\�, ,\ 11 ME j - I— • MNII��Mii��E11\,_ ''''•-•,_ I .I Revisions 1 c ■■■•U■�•■/G•■i��_ \, 1. 11 Alrysols 2 251WBADI �ENEM. SEN\� WAD C...... Pun cad:Reams 0 .. + -Pc ■,■■■, I I I I I 1 ■■IIID,\ 3 Mune 2018 a fa J,re 2018 N 1 I Q ■■ ■U I 11I I I I / TYPRMvrc EwssmTw - -,� _ —M _III - - — k-1 - - ®0 ►.. - - - - - e.l s I /�\.,, I I I I / �? 0,5 Crairnenh COOT Came. O] t. utv 3116 A,ge�yfEa 9 24....gum X18 10. 16 Nu..n�1.r 2Y18 ��.. ��r, I11. En[ % tf I I I - I JJ� Gerona! �, .A1 /' O ,. NORTH 444011. ti M LE r EN■■ ® lO �._ • I? ,•, PAVILLON o� 5 © Mal c I ., �T • `• OI M� -� MlLpifH DESIGN ORCUP.P.C.,]619.ALL Q 4 LINE i �I' T III,III, g. • 4 - �� SOFFIT 8'-4" A.F.F.CI A713 CENTER li u T _ --..---..-..-. - -- r - ! L _...../: _ — .� — RIGHTS Rpew..6 M I M Oi THESE DRAWINGS ARE THE PROPERTY OF _ 1 — rvn.GaEH OESIOn GAWP,P.c.,AND ARE p NOT to 8E USED OH R[PAHpugp N ANY — ---11�_ — I I Y I I BrNINN SSON QFP alIT EN C PRIOR OMITTE C Date 12 March 2019 Drawn by: Checked by: li SOU T1-4 DCB/CLT WEM First Floor Reflected Ceiling Plan - North,..„.....,..., Key Plan Job Number. 116139 Sheet 0 4 8 16 For Construction Set - August 2018 A7.1.3 Keynotes Q-------, 1. OPEN TO STRUCTURE /� 2. SAT-3 - 4 GRIP AT 9'-0"AFF - SEE DETAIL 1/A5.6./ "\ C3,......SA7-3 - 2x4 GRID AT 8'-4"AFT - SEE DETAIL 1/A5.6 7 "... ;) MIL N DESIGN GROUP,P.C. ....• RF/-213 - - G709-001 ARCHITECTURE • SPACE PLANNING 7650 SW.Beveland,Suite 120 Tigard,Oregon 97223-8692 Void 503.249-0552 A Q C D E F c Fax:503-244-0417 L I I 154•-10r I I l 24'-q" 30.-0.. 23'-7" 24'-41" 34'-0" 22.-6i. • 34•-4}" '_ 2T-101" ] I I 11 5.-31" 0 � , , � 0 c..._1 O I . I I T E.3056 R. q • o i i 'OFA ... n i x I I i i I - '"i I pi, I �� I 1 I\ I _ n I - 0 -h Owner. JLR I a © I O $4 s;" i 0 — 1 - - H - - - - I-+' — — I t — F I — I— — - - 0 720 NE Grand Ave. Portland,Oregon 97201 i i j `v 3I '' I I 1 Project: 1 New Building • I 1 p . - - ril — — — © - - F - - IF - - - '' `� - - p I10125 SW Washington Sy Rd. I I Ie I Portland,Oregon n I I ". • - - - !!rI I ' w- " • 0 .....:::1":1...=3:44:1:111:11;111111111".111:1111::/:''.y Ara 4.""A 2 Sheet Title RF-213 — — — — — J 0,4� Mezzanine nine G709-001 4 - -- � ;; Y O y .� Reflected Iw.. T w♦ ;2'0141) as ' I l i f 1 1 I ~_` Ceiling Plan - e1 /6 - North iine q I l♦1.111MIM■ I I I Revisions II I. ,i May MIS 2 zwrvie ■ • TWO Pion fTeE Repose 7nelde Face of I 1 ■- a mJaW mia 4 Ilium mW 8"alii Woll �� .- • I O �vrna.TPW„a cwsswnwrN 7 I j 6 _ ��y'� s sJwTm,e ,2Jw>2,Te tO - - - — - - -r"... 6,. - .,.. - 1-d_ - - —�� --- - - - - "`. I - - - p T. 1]�.OAOC AWua WIT 'L3 I I ",,`/////// COOT Cannon kr m.uun�,se j/// A 21 Ayr=2/11 to IR Noyerbv 2018 l— — — —�_ i� ��. .. / I Co cro, Timm c.wxa we. ..• 3 .. NORTH ay� p�P 0 • ` - i I /�• PAVILLION fi I _ I I 7-E; o NLLOREN OESGN GROUP.P.C..2019.N1 i MATCH - 1\IE _ CENTER r� - I A7.F.5 RIGHTS RESERVED fife .mmoom t 0 7 — — lil — 1-= — — ter+ — — � — — ;t I - I J I I A7.1,4 — u9.DREN OESiGN GROUP.Pc..AND ARE ROT TO BE uSEO OR Rrmmwa xD OW THESE LRAM.ARE WE PROPERTY Or uafn.[igvr WITH TOE MOT WNITTER FORMIC.Or WIDREN OESrCH GROUP.P.C. • Date: 8 March 2018 sour- Drawn by: Checked by: iDCB/CLT WDM Key Plan gik Mezzanine Reflected Ceiling Plan - North Job Number. 116139 Sheet W 0 4 8 76 For Construction Set - August 2018 A7.1.4 Keynotes 0- 7. SUSPENDED GYPSUM BOARD SOFFIT 2. S.A.T. 2 - 204 GRID AT 1O'-0" AFF - SEE DETAIL 1/A5.6.7 3. SUSPENDED GYPSUM BOARD CEILING MILDISF.N DESIGN GROUP,P.C. 4. GYPSUM BOARD SOFFIT AT 9'-77' A.F.F. 5. SKYLIGHTAtari - ErAa rt G 6. ROOF ACCESS HATCH. ABOVE 7650 S.W.iteveland,Suite 120 7. OPEN TO STRUCTURE Tigard.Oregon 97223-8692 8. ACCESS PANEL Voice 503-244-0552 Fax:503-2440417 N .- - 0 - ®0 Q o C ® O o \ O � ,Qa S ' - 305' A r- f - rarurnn I k-+ ID tii. .#1':.4 '. r it 1 11 I III IL I 1 iL l � � = _ e.+- k9 I I I ! I I I • • 1 I I I I II II - - - - - -,I ---------p, — — — — — I]F - -- - - - # - - 2n - I— - I I - - - - - - - - - - - I - - CD _-SEE SHEET A7,I,7 \ SEE flEET A7.1.T _ Owner: I 11 I I I JLR 0 _ _ 1 720 NE Grand Ave. Portland,Oregon 97201 Pi- CD _._i _ 1 I I I I I I I I I Pr)lec t: _ •-- • _ _ _ _ _ _ New Building CID I I I II I I I - - _ - - - - - I ^� 10125 SW Washington Sq Rd. I I I r- I f Portland,Oregon EA 1 ��t - 1:27 1 1 -I .o. I I ' I 1' I I� -' I 5 iiiirmax,Irm 1 o .� — Sheet Title .t - d f i i 11:. ....--- ,... ; .� ---L r ® Second Floor I - I— --� I 7 ,_,_,1__. _, - - - - - Reflected O Q Ceiling 1 I J 1— 1 1 -I i,..�._ �- __� 1 1 € Pian - South a r o . . . 1 1 1111 L I 1I'- ILI> I I --...-1-1-1 —I-- -- •I I—±t . / I,> I it •-- I I Revisions -1 - — --- ---- L IIMn AIe 2 �Rsv"W 8 "'1'M'DCwmnA Man mat"Way. _ II I T'FR Rim'v1b C�'S9�b'tlIM: i ;'r _.- I a Ien.eame 4 3e.111,MB I I I I I T �! II I 1 a .a r21e '2l kdle c,<sc .�,a err,,,,, r. leLmla s osw,�n'e I - ! IL - - - - - - I MOT m.� F�Eoss,LLm,Se 1 �' I I� 1 lY , - — 4 I I 26 �I Il _ II �I I 3 �I II I h I O NORTH I I I I 1 I I o I I I / PAVWJON i Iw i CENTER / / MUREX DESIGN CROUP,P.C..2010.ALL RIO'Is RESERVED O 11ES uuvwa ME TM PROPERTY R Z %envoi 110T TO SEMI IBM 911: L ! :: P.G18 I U �/ I I I I I r I I I H Drawn by: Checked by: I i �rSaurH DCg/CLT WEM / Second Floor Reflected Ceiling Plan - South Key Plan Job Number: 116139 1f Sheet . 0 4 8 76 For Construction Set - August 2018 A7.2.1 Keynotes 0------ 1. OPEN TO STRUCTURE 7kUmm^ Main DEst a+rGROUP,P.c. ARCIWI T R4 • 'A>i•Amar4G A H n D E F G 1650 S.W.Bevetaad,Suite 120 Y Tigard,Oregon 97223-8692 Voice:503-244-0552 Fax 503-244-0417 I MATCH LINEI'M I A7.2.3 I A7.2.2 O -— - —1�' - - - III - - _. I I - ... _ F-1, - - X14 - - ,.i —I — — � — — 0 I I I I I I i9305114:k"• "...4.. • i •. 11 �11;1�� • 0 -- - Z�7- - III I r rr - —I-, — I I 0 1,A� i I 8.1---' I O I I I R I 1 / ./-- -...„ / I 1 ry P ^i Owner: e JLR 7 / / // `__ I \ \ // 720 NE Grand Ave. m _ _ I _ _ Imo- _ _ _ I I _ _ I- \ / Portland,Oregon 97201 ....4/ \ \ / • / , Project: ,�o I \ New Building I0 0 ----...,..c/-.,,,,,,,,. I 1 , �.p / /1 I ` \ / 10125 SW Washington 59 Rd. ® -- - - - - - -H // Portland,Oregon O i et / / 7 _ / . � � \ , �\• ` Sheet Title: 0 _ _ _ - - / Second Floor / / Reflected O /...., / Ceiling / / / Plan - Center I 1 / mw---- - - - -n1 - - - ----.......,,/ - / `7 \ / / Revisions 1. Il M,t X19 2 25 Poky 5118 / / •• TWO esrmcn Pan O,c4 Reepow \ 1 IS Jun 2018i :8 hoe 2015 m TVFRcarene cwssnw ------'1141....., O 9.1u152318 5. iiPay3)15 cwsa. ,o Door cm.,,mn 9 Pus= 0 , , ��--yy / / TC)TJu1 aF.3Camm.OM _L I / 1 . / Li / -\ \ \ / NORTH I I ,y / / ' I // --.. -- , // / PAYfLLFON 4 1 H r / / `cENrErz II"ff/JII ,�``.... / �j IBER ORAXENI5 ARE 1155 PROPERTY CP MIMI OESIGN CROUP.P.C...4110 ORE NOT TO of USED OR IkPROW=IR ANY 1 PERIAEi EXCEPSICOM PT YITN THE PRIOR 1RNTTq. 4,i / / C. !E • ', Date 17 August 2018 y ! Drawn by: Checked by: / ^� SOUTH bBNumber: 116139 411 Second Floor Reflected Ceiling Plan - Center Key Plan Sheet 1111111, 0 4 8 6 For Construction Set - August 2018 A7.2.2 Keynotes 0- -- I. OPEN TO STRUCTURE Yfrl MaDREN Dia GROUP,PC. 0 0 0 0 0 0 0 - .Aa 7650 S.W.Beveland,Suite 120 Tigard,Oregon 97223-8692 I I 1 I I I Voice-..503-244-0552 1 Fax:503-244-0417 I I 154'-H 'I I I 24'-4k 30'—O• 23'—71 24'-4}' 36'—O� 22—8} i I I I I I I I = 1 C� I/ I [ I I $ 305. 1 41- 1. 1/'11,91, • i4,op 00 I 4 1 T 1 — 1 L .! �. I L I I i COIIr I I I I I I I 1 Owner: 1 I JLR I i ! (T3,- ® I I I - —_ - - - - - - - - . ... _ it - - - I I — — _ — 0 720 NE Grand Ave. I Portland,Oregon 97201 1 i I I I 11:1 0 I I ! Project: New Building 4 --• 1 I i I 1- 11- 0 Refc ed I �] Ce ng SWashi ng T---- -+-- , ____._+ ton Sc Rd. 0 Portland,Oregon I v � Sheet Pe Second Floor Plan - North El1 I I I I Revisions 1. i11.v311A 2 YSMn ASS 1Nfle es. H beck 6eavne I t 4 rinCho...e v„ero cw5.9mmi 19 MP S aJup Mit t 1].ayrit — CkSCmrtenn GGUTa . ac rds T. l I _ _ _ - o_ _ t1+ _ _ i _ _ _ .� O TABy 2116 B. e 2116 9Cnm,es Fe,Cnauuepm Y! I I I 1 NORTH I I O I �� PAVILLION ? I I I e { I CENTER Mtpm1 cm. .P.c.Z.O.VII. gprt5 6ElFPYW O A _ _ — _ I _ _ _ _ - _ _ _ _ O 1001!11 CERA ROP.P.6,TVA)PPE J —11, I — — t.) —I — B MAX EE IMO VIE M PIP=SI 1f 6 I — — T`� MOT m 9E I/�R IEPMO111OD AM.WY .I I I LLAMR CCEPT INT*71E PAR WIMP PEI IAJOI OF MIEN Mini ROP.P.O. Date 17 August 2018 Drawn by: Checked by: I. DCB/CLT WEM SOUTH AM Second Floor Reflected Ceiling Plan - North Key Plan JobeNumier 1163 She i 0 4 8 16 For Construction Set - August 2018 A7.2.3 211m. — M1IDREN DESIGN GROUP P.C. Finish Schedule - First Floor Keynotes ARCFQTECTURE • SPACE PLANNING7650 S.W.Beveland,Suite 120 ROOM ROOM NAME FLOOR BASE NORTH WAL' EAST WALL SOUTH WALL WEST WALL CEILING CEILING REMARKS i. LOUNGE RUG Tigard,Oregon 97223-8692 MARK MAT'L MAT'L HEIGHT MATT COLOR MAT'L COLOR 1.fl COLOR MAT'L COLOR MAT'L COLOR Voice 503-249-0552 1 t 101 VESTIBULE CPT3/CPT4 -- -- SF Z'I T) -- ACM[ -- GE/WI PI ACMI -- SGB PI Voice 503-24-04[7 102 VEHICLE DISPLAY CT3 AL4 4" gist; -- Ge/AL =-- -- GB P7 SOB Pt Fax: 103 RECEPTION CTT AL4 4' Lt -- -- -- F -- -- -- SGB 104 VEHICLE DISPLAY CT3 AL4 4' SF GB P1 GL/GB P1 -- -- -- -- SGB • 105 HANDOVER CT5 14 4' 18 P3 GL3 P3 GL GB -- GB P3 SOB P3 106 HANDOVERGT L4 4" 0 P1 014 P1 L -- GB PI 5GB PI 107 CLOSET 1 Fir) C4 4" P1 GB PI GB P1 GB P1 GB P7 0 108 BARISTA LOUNGE F __ __ __ __ -- SOB P} 109 BRANDED GOODS I CT7 ) AL4 4" GB P1 SAT2 F G709-002 110 OPEN SALES DESKS (�PT1 AL4 4" -- -- -- -- -- -- 8G P1 SOB lit CUSTOMER LOUNGE Cif 1/CPT2 AL4 4" -- -- -- -- F -- -- -- SGB P1 1. 112 OPEN SALES DESKS CPTI AL4 4" -- -- Pt GS -- -- -- -- SGB 113 VEHICLE DISPLAY C73 AL4 4" -- -- GB P1 SF GB -- GB P1 SOB P1 114 VEHICLE DISPLAY C73 AL4 4" -- -- GB P1 -/GB P1 GB P1 SOB P1 SFFinish Legend 115 CUSTOMER FACING OFFICE CPTI AL4 4" GL -- WCI -- GL -- GB P1 SAT2 116 CUSTOMER FACING OFFICE CPTI AL4 4" GL -- GB P1 GL -- WC1 -- SAT2 117 PERSONALIZATION 012 -- -- F -- -- -- F -- -- -- SGB PI FLOORING t�cCJTJ� 718 CUSTOMER FACING OFFICE CPTI AL4 4' GL -- WC1 -- -- GL GB P1 SAT2 CONC CONCRETE 'C V- `Y1(, 719 CUSTOMER FACE OFFICE CPTI AL4 4" GL -- GB P1 GL -- WC1 -- SAT2 CPT1 CARPET TILE S'4 `�I i20 MEN'S RESTROOM C72 C4 4" CWT1 -- CWTI -- CWTI -- CWT1 -- GB P1 CPT2 INSET LOUNGE RUG C', e 127 WOMEN'S RESTROOM C4 4" CWT? -- CWTI -- CWT1 -- ' CWT1 -- GB P1 CP 73 WALK-OFF MAT I 3056 Q122 CLOSET I CTI ) C4 4" GB Pt GB PI GB P1 GB Pt GB P1 CPT4 WALK-OFF MAT 2 wAL L. R. G709-002 11234 SERVICE CPTI AL4 a" GB P1 DL GB P1 GB P7 GS Pt SAT2 CTI FLOOR TILE 1 I 124 SERVICE072 FLOOR TILE 2 125 SERVICE CP77 AL4 4" GB P1 GL GB P1 GB P1 ' GB PI SAT2 CT3 FLOOR TILE 3 'OF rm� 126 SERVICE CP77 AL4 4" GB P1 GL GB P1 GB P1 GB PI SAT2 CT4 FLOOR TILE 4V�� 127 SERVICE CPT1 AL4 4" GB P1 GL/GB P1 GB P1 GB P1 SAT2 CT5 FLOOR TILE 5 128 SERVICE CP71 AL4 4" GB P1 [G/GB P1 G8 P1 GB PI SAT2 CT6 FLOOR TILE 6 129 SERVICE CPT AL4 4" G8 P1 G( GB P7 GB P7 GB P1 SAT2 EPI EPDXY FLOOR I A 130 DRIVE-IN SERVICE/DROP-OFF CTJCT6 CWT5 7.8" CH/GB P1 L -- OH/GB PI GB P1 SA71 EP2 EPDXY FLOOR 2 137 SERVICE AREA A 132 SERVICE DIRECTOR Lvr P2 ER 4" cmu AL4 4" GB P1j1 GB Pt' 1/4 GB P1/2/41PGBU P7`2I OS SAT2 P1 P2 TO 2.2M/P4 FROM 2.2 TO 2.4M/P7 ABOVE 2.4M LVT LUXURY VINYL TILE 1A A ( A G709-00I134 ADMIN. SALES SUPPORT LVT RB4 4' GB P1 GB P7 GB P1 GB PI SAT2 SC SEALED CONCRETE 135 ELEVATOR 7 CP71 VCT1 VCT 736 WASH EP1 -- -- CMU P2 CMU P2 CMG P2 CMU P2 OS P1 PAINT TO BE EPDXY 137 WASH EP1 EP 4" CMU P2 CMU P2 CMU P2 CMU P2 05 P1 PAINT TO BE EPDXY 138 WASH EP1 EP 4" CMU P2 CMU P2 CMU P2 CMU P2 OS PI PAINT TO BE EPDXY WALLS 139 WOMEN'S RESTROOM EP2 EP 4" CWTI�GB P1 ,W71 GII p7 WTI/G1 P1 CWT1/CB P1 GB PI 3. ACMI ALUMINUM COMPOSITE MATERIAL PANEL 140 MEN'S RESTROOM EP2 -- I -- CWT{/GB P1 .W71/GII P1 WTt/GE P1 CV/T1/GB P1 GB PI 3- CLI WALL CLADDING I 14i LUNCH ROOM LVT RB4 4" GB P2 GB P2 GB P2 GB P2 SAT3 CLS WALL CLADDING 2 142 TRAINING ROOM LVT1 RB4 4" GB P2 GB P2 GB P2 GB P2 SAT3 143 CONCIERGE CT4 C4 4" GB P? Pt Pt GB P5 -- -- SAT2 CWT1 WALL TILE 1 144 SECURED STORAGE SC R84 4' GB P2 GB P2 GB P2 GB P2 OS P1 CRT2 WALL TILE 2 145 TIRES EPI EP 4" CMU P10/4 CMU P1/2/4 CMU PI ,2741 CMU Pi`( OS PI P2 TO 2-2M/P4 FROM 2.2 TO 2-4M/Pi ABOVE 2.4M CW73 WALL TILE 3 146 HALL 1 EPI EP 4" GB P1 GB P1 CB i/Al CMU `/P7 SAT3 F FURNITURE Owner: 147 spEciAL 148 PARTS PICK O UP EPI EP 4 CMU P1!/4 Cmu OH(GB P11�4 CMG CMU P1/2 4 CMU CMU P1P2/ 5073 S P1 P2 TO 2.2M/P4 FROM 2.2 TO 2.4M/PI ABOVE 2.4M Al GB GYPSUM BOARD JLR 149 TECH PARTS EPI EP 4" CMU P2 CMU P2 CMU P2 CMU P2 05 P1 GL GLASS 150 PARTS MANAGER VCTI R84 4" GB P2 GB P2 GB P2 GB P2 SAT3 GL3 BLACK PAINTED GLASS 151 PARTS STORAGE SC -- -- CMU P2 PLY P2 CMU P2 CMU P2 05 P1 GL4 WHITE PAINTED GLASS 152 TIRES SC -- -- -- -- -- -- CMU P2 -- P2 OS P1 ., I 153 COMPRESSOR/MECHANICAL SC CONC P2 CMU P2 CMU P2 CMU P2 OS P1 PLY PLYWOOD (PAINTED) 0709-001 154 DIRTY TOOLS EPI EP 4" CMU P2 CMU P2 CMU P2 CMU P2 OS P1 SF STOREFRONT 155 FLUIDS EPI EP 4" CMU P2 CMU P2 CMU P2 CMU P2 05 Pt 156 PAR T5 COUNTER EP EP 4" GB P2 GB P2 GB P2 GB P2 SA73 GB GB SOFFIT - SEE REFLECTED CEILING PLAN WC1 WALL COVERING 1 157 OFFICE VCTI RB4 4" GB P2 GB P2 CS P2 GB P2 SA n 720 NE Grand Ave. 158 IDF SERVER VCT1 R24 4" GB P2 GB P2 GB P2 GB P2 SAT3 Portland,Oregon 97201 159 MECHANICAL SC -- -- CMU CEILING 160 ELECTRICAL ROOM SC R24 4" GB Pi GB PI CB P1 GB P1 OS Pt AMPi ARCHITECTURAL METAL PANEL 161 STAIR L3 SC -- -- CMU P7 CMU PI CMU P1 CMU P1 OS pi OS OPEN TO STRUCTURE 162 ELEv AMR 82 VCTI 163 STAIR #4 SC -- -- CMU P1 CMU PI CMU PT P1 P1 05 P1 PP PLASTIC PANELING 164 HALL ��jrrT AL4 4" GL -- GB P1 GB PI -- -- GB P7 165 BRANDED GOODS I TIT AL4 4" -- -- GB P7 -- -- -- -- SAT2 F SATI SUSPENDED CEILING - 4's4' GRID G709-002 166 CAR WASH SC -- -- OH/CMU PI CMU PI OH/CM Pt CMU P1 PP SAT2 SUSPENDED CEILING - 2'x4' GRID pro)ect: A11 167 CUSTOMER LOUNGE - SERVICE CTI CPT} AL4 ' 4" GB P1 GB PI B P1 GB P1 SAT2 5413 SUSPENDED CEILING - 2'x4' GRID 168 FIRE RISER ROOM CONC -- ---- CMU PLY CMU CMU OS OS 5GB SUSPENDED GYPSUM BOARD CEILING New Building 189 MECHANICAL ROOM SC -- --- CMU -- -- -- -- -- -- CMU OS -- 770 CUSTOMER PARTS PICK-UP EPI EP 4" GB P2 -- -- GB P2 GB P2 SAT3 777 ADMIN. OFFICE CPTI AL4 4" GL -- GB PI GB Pt GB P7 SAT2 COUNT_ER TOP 551 SOLID SURFACE I PAINT Pi PAINT COLOR 1 Finish Schedule - Second Floor P2 PAIN T COLOR 2 PAINT COLOR 3 10125 SW Washington Sq Rd. P4 PAINT COLOR 4 Portland,Oregon ROOM ROOM NAME FLOOR RASE NORTH WALL EAST WALL SOUTH WALL I WEST WALL CEILING REMARKS MARK MAT'L M9T'L I HEIGHT MAT'L 1 COLOR MAT'L l COLOR MVT'L I COLOR! MAT'L I C^LOR MAT'L 201 GENERAL OFFICE CPT? R8 4"' GB P G P G P SF/GB P I SA r1 -- GROUT 202 BUSINESS MANAGER CPTI R84 4" GB Pt GB P1 SF/GB P1 5/,GB P7 f SAT2 -- GT1 GROUT 203 INTERNET SALES CPT? R24 4" GB Pi GB P1 !GB P1 G P1 SAT2 -- 204 STORAGE SC RB4 4" GB PI GB P1 8 P1 GB P1 -- -- 205 JANITOR SC R24 4" GB P3 GB PI GB PT GB P1 -- -- BASE 206 MEN'S RESTOOM CT2 C4 4" GB P1 GB P1 GB P1 GB P7 GB P1 AL4 RECESSED 4" ALUMINUM. BRUSHED SS FINISH Sheet Title 207 GENERAL MANAGEMENT CPT1 R84 4" GL -- GL/GB PI GB P1 GB P1 SAT2 -- C4 4" CERAMIC TILE (MATCH FLOOR TILE) 208 OFFICE CPT1 RB4 4" BL -- GB PI GL/GB PI GB P7 SAT2 -- CWT5 7.8" CERAMIC TILE = 200mm Finish 209 OFFICE CPT/ R84 4" GL -- GB PI G(/GB P7 GB P1 SAT2 -- C6 6" CERAMIC TILE (MATCH FLOOR TILE) 210 PRESIDENT OFFICE CPT? R84 4" GL -- GI./GB PI GB P1 GB P1 SAT2 -- L4 LED RECESSED 4" ALUMINUM, BRUSHED SS FINISH. SEE DETAILS 2 AND 3/A5.5.1 211 WOMEN'S RESTROOM CT2 C4 4" GB Pt I3 Pi GB P? GB P1 GB P1 R94 4' RUBBER BASE (COVE) Schedule 212 COMP/PHONE SC R84 4" GB PI GB PI GB P1 GB P1 SAT2 -- EP 4" EPDXY BASE (COVE) 213 STORAGE SC 584 4" GB PI GB PI GB P1 GB P1 SAT2 -- 214 BREAK ROOM LVT1 R84 4" GB PI GB PI GL/GB Pt GB P1 SAT2 --- 215 CONFERENCE ROOM CPT/ 584 4" GB P1 GB PI G[/GB P? GB PI SAT2 -- 216HALLWAY/LOUNGE CPT} R84 4" GB PI GB Pt GB PI GB PI SAT2 -- 237 STAIR 1 CTI2 -- -_ -- -- -- -- -- -- -- -- SGB G7002 218 STAIR i2 L`T� -- -- -- -- -- -- -- -- -- -- SGB Pt R Remarks i. ,, lalii I. I I Mq 214 2 2S Err Rap TY11D G�xio,um Pin C•-..ROPou 1, LEATHER WALL BY FURNITURE SUPPLIER 2 annwtl 1IlJune C16 TM cwsSWmRw 2. SEE SPECIFICATIONS FOR ELEVATOR CABINET FINISHES 3. CWT1 WAINSCOT TO 5'--10"t AFF ad r .wC.93 Comma c12ly le t 16x4211il a 19AS ple OOOT Cm..®n FQC - Se 6 21 A*Y M16 16 16 NQ.CX.a:6 9rvnwal Pin Ryon/ Loyal Rnruuro 1i. 19)./m1,19 12.CR Gear RrreasFinish Schedule - Pavilion Caw. �""°RP ROOM ROOM NAME FLOOR BASE NORTH WALL EAST WALL SOUTH WALL WEST WALL CEILING CEILING REMARKS MARK MA TL MAT'L HEIGHT MAT'L COLOR MAT'L COLOR MAT'L COLOR MAT'L COLOR MAn_ COLOR Q 401 BUSINESS CT3 AL4 4" GB/CL PPI GEI PPI SF/GB P1 GB PI GB/SAT2 RFI-245 402 OFFICE CPT} R84 a" �S -- 403 MEZZ`/rIOOF ACCESS CPT! RB4 4' GB P7 GB PI GB PI GB PI -- --- 404 To1LeT CT2 C4 4" CWr7 -- CWTI -- CWT1 -- CWT1 -- GB - - P 405 MEZZANINE PLY -- -- GB -- GB -- GB -- GB -- OS -- e ii molIS PEESER,4L CPO"P.c.20,9.•L! fRcsc OBARIRGS An LAE PRVEnn Cr I ,¢.VIII OE514Y axe,P.C.40 610 501 TO BE VSEL OR REPROOiCE4 Di Ally Rei ,Ex0FPI 011.IDE PRIOR YrtEM 1r1 �.or leLDRIN 1: 121 1.191P.P C- Date 12 March 2019 Drawn by: Checked by: BKS/CLT WEM Job Number: 116139 Sheet For Construction Set - August 2018 A8.1.0 Keynotes O- LOUNGE RUG 2- - Tyr Tf7CAD 5C1NNC17 11Cf1ff V LOCATION ...... 3. TILE JOINT TO ALIGN WITH RECESSED BASE MILDREN DESIGN GRour,P_C. ARCIUT Cr1J • a'A®HANNGVC 7650 S.W.Beveland,Suite 120 Tigard,Oregon 97223-8692 Voice 503-244-0552 Fax:503-244-0417 ,, J 4 Q CP I Li Ld��L/I Y (7 Y Y Y _,♦ }��/ 1 id cs 1� L� 1 I I I 1 I I I I 14'-6" • A 1 I I 1 I 1 I I I I `^-Orlf; 3056 _t M. ..' Y Nei E. R, 191f-ULE .,4v .. --1 . • 0 . . ...R. . _h._ . 0 /4 OF kift.- I I I I. 1 (CPU mss) _ I I "' 7 � I - si o ry !KEEL. II %;� - _-- lFyJ. �� 3 -. � -12 I T T - - - -"� - ---- - - -� - -_ - '/- 18 .. ,_r■ '-- ,c•I.. uA111111114ii .. ..1.�:,% - 321 ..1.- 1`\. - -- ■rvaz�.ai .ur. `�Iz,�:a I}'1= 5[ 1 - I .f: /-' rR•1 iR rrra�llllllll■M�! i ' q / E ►, M i IAC _ - ://iAk�/, _ 1 I �t;ai��yl` Qre�'Y 1<R .IA .■. q 7::::;;E:•'1.::::::;51: • A.II• II.■ %1/%445Y - �1'i'7� 64 - All 6 : I= ■ i.. zA. 1 .:■/ /.'/i'. C cpr ) I - 1111@3�.�,1 t JIis-� - o■ w11Nw .� /12, r. Llr,y- -3 ) ca. - • EN w. r /ru LI I I * ` Ilgr`irp� ,; ■ , :::::: ■ - ■■�■ xlrxxs R E I 1 I 1 , r _I I ••• ' r•■■�.: : 1-111E- rrW 4/1.11=: / p...G ! y \ I •}o' =If:A=1:- -■■ry,1:17m?, C cPr ) 11_ 1 »r h . . I..•., 4,444 ---- _ _ l ....„•,.._______...____. .,„ �I =DRir 1 : io/-. • I i I I - '^ - II1,5 ■-:: - ::r :/alllllllllllll. ,,,,,.__110.1,. littr,„1115, •/ 1 I 1 I _ i I llri ..- . ; 111 - FSR':. =Li'A71•! � G ! Owner.1�/�a■CC - 1 � // y I D I .I1 E ■•- r . ry!: /.4 ( ) - - - �. �� . i I la- /■rr rr ■,z.1urr•1r1..... r-.r�`�i1 ry ,Gq CPT v,r6, 311111111■11C - s>: �� r/,'-'- "1_1_ i= - I _ o 1�5i 11� �•A1111111■11= M �'� ,' y I IE �t I :I=/' :■r�iu■1r1■■rr• ,� _ - .. :e" :■n■l■■Z.112k y 1ze - ■.� /. COPT - I C�r2 ) ." '""......,•......,r■r■.1 •„,.••......,• 11 •fir 1i Yn■11:: ::::ii::: . 174:Iii, ■��.■I�1rP• O I I I" IJ .649a I_ L 1. • I 720 NE Grand Ave. kp ■ , ■ .w a■/ ■ / / / / r / r , , I.` Portland.Oregon 97201 1111 /:/ ■ ::/ / 'k• ■■•"' ■R/..,A XM4. /� ,t ,/ r - \ l ':• ell I ��t co til.: : .. ■..w�wri,.■ /:acs�/./ /r .6 /i ,,_,".L.."'‘'''4 t{ �` ' 1 •am mktilr -..em _ r• I I 1 t I r 1 ' I /I j n �.� i ' .1 • ' - ,if' 'sw :�: 3Rn ■liC i i/// i// /a, / I r '� f,., f`�} �. i 1 1 1 ■-. •-.on -�i r ,'�-■�. I - �". / , ♦ 11 l."_' 1�'.\..fes` V:5151111 � ; - :::_- -: ,- , ,. rlW�_; n• ► - - .. I I + -� • '-■ /:-� �. ■rs 111- 1 w.moi„t. ' • .� .-� :- .t I 1lll►� Il `I I I` WC Prajeci: rr. i. 1.e. ".". a /- --- - IOIC-"NI �_.... , INit �.� zap DES.K5 I - Il ` :;ae DESK_ �I 12 - - I� New Building IEEE- _�sz v:1"-..•m mE�mun :., ,, - - - (CM) - CV.- 2 '` (CPT!) - - - _ - •- - - - 1 - - iidliiA■! 1...1...■. e..•,1; t� ' - II I::1 'f.!SS 'IMpuz!■Slsul■1 %_ 111 !!'S.!s0$ E1 -" 1 JJ , I _4_444-. I� I, I _ I O I I�1 _ 1 I *!1 I 1� G709-002 1 lil..IllIII Imsi■liilii ri iii`%�sfgF�� i= 1� - ��I i.. II�. �_ - - 111.1111111 111111 f s9,;; I `� _ - i 111;1111111: minn7r111■1111111111■I ; - 1 15,;.' - - , - - - 111G5■11111 1 1111.14/ l - � '■, ',,,I / , II��K,�' -y ei " Illf.■11111 `INI SII��I�II'��I �� !�/1� ��f£ I � I ��• _ 1 j IU1255W Washington Sq Rd. _ . - v.■= I-= •;rthc'' _ _ ..- KI��Ii �.ia J S �,"-`Ti=\•1i.: :..'l.31ia� 'I` -�+�_ 1 I j. I Portland,Oregon __� • ■ -.■ .■ '/ _ _ �I_Ilk_ iiid �wwl.I►S7.`u+1 Ir".-�: E. .%: 311'e:: � ■..°tee;%� �CPT ) _ 1 \ �allllla��:z� �� '►� �l�l �. _ __ - F + so-4.-Ii" 4'_ea"■b ,. �, ■ : ;1 _ CcP77) _ _A�\ 1l\141\I� 1i�ainh �11 (cry') r• 1.13m.,4•11` `�rl - •II ...R■• •.,.jr:i../ 1 s I x. 1 cy �� -'a.^�-�_-._� - ••• / E 1 . T. �AcrNc cu T. A I ,,� _I I Sheet Title: .1 1`11111111111 !1111111■111.. �� -.11111 ,I/y/ ) "s ® •r® ilk- -1 r■•/- I: ■ I■II �■ !■/ _ , 111 _ ,. r. :V, I IW/ III.' / /' 1= " F • ' " '-o;'"11 ......■, `=■•-air /i I- CPTf (CP71) (CP11, (UM C TI 1 -R' •9ir. Ir/ ■9O:r ■■. _ _ -- _ ® First Floor IIRelull■■l1n■n `1:IlluyllNlllllvallllli!!1.!l1s�•=5usa -` - -- �- ,\ �� - y �- - - - --�___--- - ❑.- - �..:.•.ry..... I.I '1 11. I L r..Y -.�. �-- 7 I 1- -C - _ � or -�r�r---rte- r Finish ° A _, Plan - I I I �- EHI LE � I I South I I et:I; Emlll' r . ':'�I r� I-- I 11 - - �� I. I ----.� TT_--_.�t .:-,.. .aI Revisions: i I I „. "jai _ _ I "' I. LI May MIS a awr MIS ■�■ T D C,0 0 Pim once R pe �F�6 • I III a 1sa•R ala 1. Isn,anis MI�� rviAC.... CRESS. .1 I . I �M 1 s 9mra S G. ur.ssia I I I III - -� I�� L I II 1 l I I. Ie a45ZII a lee.•alame cors COImei• oarrc�.r.e„ I I OWE t..• aca.rmsn 18 0. IS NwenP3e, �• i ■�ifRE� - - - 1 1Slaw./Fn�Rrvmr Ic.,R.iP..w.nls L t9 2. Op Upp4 -- -' - - - - 9 ,�1 r 11 - � 1- Z��--1« 1 �- .dam 1 26 NORTH �c4,N.1lI,-, ,ie Ic0 Rr.w� -'--`..-._,---- ....- ---i- ��s >�� .Th./I I I I I I I I PAVILLION W • i Z 2--6I' Ii 15'-2i" 32'-3j' -1 9'-71• 14'-6i' 42'-t ' .✓ 23'-,- 23'-9" 23'-9" 23'-1 CENTER r4. 0 J 011.0001 CE51G.LAQ..PC.2019.ILL r //j THESE 00115 P0500000 flp Q 209-1 i„ // NCCC X pRAPING5 ARE THE PREPERTT OE IGN CROUP.R OR REPRODUCED+N IN MT C1 MIM 11MANNER CMCiPI C PRIOR.ICIEN PCRYISvaI a1 Y•n11CN DESA.WOI.:R,1.6. I I I I I Date: 12 March 2019 I I I I I I 1 SOUTH prawn by: Checked by FKey Plan / D,1A1BKS/CLT WEM •gm.-----N First Floor Finish Plan - South Job Number. 116139 Sheet c 4 e Is For Construction Set - August 2018 A8.1.1 211 ..., Q Q Q Q P Q Q Keynotes OJ I LDREN DESIGN GROUP,P.C. A.C97�7J4E • CACP PLANNING 1 1 I .z. a rkt .. . I I 154'-101 I I 7650 SW,Beveland,Suite 120 _ Tigard,Oregon 97223-8692 1P— 24'-4�' 3D'_0• I 23'-7' L°41" 24'-4}' 3C--0• 22'-6iLVoice 503-244-0552 • 1I 1-tifxz i y Fax:503-294-0417 fuIATCH LINE � as-1-3 onim 7t1,1 C - I� --' - I I t i - :ii, err- - - -E - - - ae r 2 O _ r 1fig111i11:.: ip — , ►il1i #I#N!# �n1IUI111111t.;.' E I '' !!1!!11! 11 1:1111IIII!III111111.' 1 ii • • r I IIi11il�lp' v :1::: 11'1iwii••a' or F� 3056 — P YiI��11111111111101111411111111111111111•• !!f•Mtf101 E. . C - - O I�!11fL 7RI1■IAl1I•AM ':' -I I ��999 ;0i%. `` ::::::::::::=:::::::=:=`6.. ... — 11.11•11HAIII 4( I 'IIIA11111Ifz y,lll!!iiii_Iiii1iiiii -' 1.166 I rr>I� AR ASx _ I �.11111111111i1�i�1i1111■1111■1111111111 ' I .. , .,. , ..... ...., ... .,, ---- _..._,,.\\\\\, ........„....... , - Iiiiiiiiiii. !(Il...,.....,...,,, i ;' / I I ... ,......... ..._„ ...,, ,_ T„,, , ,_ 111111'.:�. P 4 / I ! __ _ _ . P — I i \ I - ®E ) / Owner:(EP1 ) , , ,f331 JLR • T � P / - = I P P � � // ,. 4. / d:./ / P P / 11 E • 1 of I ' - - _ _ '41.••,•.1.-••,•w••• • / � ! I .icer uri 11 r...—...:— i • yr •O•• \ ' / / 720 NE Grand Ave. IraY 11 •rr• / • a .• l+• ZA I PIA 1— I ; ', 1 .11111l.FIr"41111111110 e.�_ i `: •h.`•�•••11't�i:; hq MiWREN DESIGN GROUP,P.C. ...... - • ARCHITECTURE • DACE PLANNING 7650 S.W.Beveland,Suite 120 Tigard,Oregon 97223-8692 Voice 503-244-0552 A B C (1E (IG Fax:503-244-04I7 I I 154.-14 1 I , {III' 24'-41" I. 30'-0" 23'--7i" C OR /24'-4' 36'-0" 22_6r ®NIC 34-4}" 27-t0}" • I I I I I I r r- li O - - _,, 7 W C „ Li . ,.,. .....,„ e--,.1. CSC) ti , - . U E.3956 A2"� T. _71 ii EMI . OF (0 : 1-11 1i •11 ,i O - i 1 1 I - - I I I ' i 4 - - -H I • Owner. JLR irsi- , — PARTS STORAGE • 1511 _ I I C - I I I - - I I I I I I - - (SC)-- I I - - 0 720 NE Grand Ave. I 1 Portland.Oregon 97201 . E I 131 1 1 I ,,1 I I r I Prolcct: • New Building — O -- - - I I - f - - - I I - - - 0 • S 10125 SW Washington Sq Rd. — I ' i I FIRE Portland,Oregon — "S' ISFR atm 7' 168 I I (Sc) I ETRE TECH._ - .' ?.•.,I STOR GE 473 I �1 '� G709-001t. �� Ise I 'y Alli,� Sheel Talc: First Floor EPI C I ...... ,. _ O Finish 4 1/1/ • Plan - SECURED TARGE -:7` Com) • — U args I I : North :II PA KTP 1 PARSER �� *-71.= ( i) — SPECIAL I� ice; I 1 I I Revisions: E— TOOLS f - (Epi) .� I 147 I ,, ll May arcs z 2e ee.r ale ve I CUSTOMER aTVwK aie a pie aoCneck�e I (EPI) P TVFXc,m.re, cMSSidelu.I �[we,wrm�„ame 6. ca.,evs all �' " v T, Iawir nle 3719 AN alfa 7 — Ilii - - • - - - -• ,.•' — - OOIX]rc u Fac.IrIc[m 5n _ "®ISR• �..llihk1/41111 P RTS ` ,� r/' ../ sermucm Pin ue.NF I 8 ]4 A pat ale I0.ERG709-007 u. Eetc�E■ cr,�w rx.etm 1 CE'I) \\ ! ,J I NORTH L i'' 1 r 1 11% + t. PAV[LLION E at ! I i GO 1 MATCH LINE �' CENTER M1L°R° DESIa GX01P.P'`-2419.A" +: A8.1.3 ula+rs RESERVED - �, �/ - THESE p AWINCS ARE TIE PROPERTY 6 .111110 I III - - I I I . - ,. ��...� R's - - 1 -I - - �-- -- A8.1. - O wuTincn� USED OR PXIors°iAXIrrtI 2 PERIL TUI OF N11.RRr.MVP,aRJP.P.C. I _ — f I } iiEri IT. ... I I Date: 12 March 2019 1 Drawn by: Checked by: 9 SOUTH BKS/CLT WEM ..----1111--",..a First Floor Finish Plan - North Key Plan Job Number: 116139 � Sheet M 1,717.......1.9 s For Construction Set - August 2018 A8.1.3 MADREN DESIGN GROUP,P.C. ARCFQT CTURB • SPACE PLANNING 7650 S.W.Beveland,Suite 120 Tigard,Oregon 97223-8692 Voice 503-244-0552 Fax:503-244-0417 O 3056 p 111 Ti, E. riot R. SERVER I 758 As.fa 4'OF A6709-901 r 3,_thr { .i Inside Face oIJ NMCAL 12"CMU Wall (vcT al GL-0/6 h • • , av, I_ a= mime wyr- -I • (VCT) :� n Inside Face of—, vCT) r15 `s,} $ GRAN wall \ • • • TT-11a' 1 8._4.in �. Owner. I JLR I 720 NE Grand Ave. Portland,Oregon 97201 I I — — — — tit -- Project: Mezzanine Finish Plan New Building _1 Mr0A815 10125 SW Washington Sy Rd. Portland,Oregon Sheet Title Mezzanine Finish Plan Revision* I. :I May AIB 2 25 Mk,Ale TYWDChrtmo Plan Cluck Rnp,sae C /Shins Ale C 1s1une Ale run,Cvmrnm oNs suay,w .hy2:S C Ilduly211R SsCW9mmmm 006ff Eutaw.. 7. 36JuMy211e I 19 inkigum2118 ��,ii,�i 000TAug,.0 For Cxauam5n /%%%//// ////////(/// 9. &C:MT. 10. C Nwem1011 SnR S,ninualPr.Pawn Gyral Remo. .3. Cn Garq NORM /'ri•al Revime PAVILLION CENTER MILLREII GROUP.P,PLC 2019.R1L R]GNTS RESERVED rNESE ORnWINOS alt PROPERTY Cf NGESIGRRRO UP.PL.,AND WE NOT OT ra Ta LN R56a OR REPRODUCED INMT MANNER.E MN THE PRIOR WITTE N FIRNISSaIPI of RIaREi DEMON CRouP-P.C. Date 12 March 2019 SOUTH Drawn by: Checked by: E BKSICLT WEM Key Plan Job Number: 116139 Sheet For Construction Set - August 2018 A8.1.4 71..11.0"'"." --. MnDREN DESIGN GROUP P.C. ARCHTT2C 16H - SPACE PLANNING 7650 S.W.Beveland,Suite 120 Tigard,Oregon 97223-8692 Voice 503-244-0552 Fax:503-244-0417 N. T (DO o o ? Q o � _ 1 499% I Ai____LT._ I - ,Y,.��3 -- I� .. -:± t ,. nr i ---" - ; - - - - - / kbaw T E056 Rel L ry....v II 110rI 1 1 I 11 I I I r , '8' /� - - - - - -1 -__--_�- i1 - - - - - - - - - �OF A I � I ..j ✓— to 1 1 I I I I In 1 I I I I '.j. 1 III- CR 1 T CD 21 r--a Owner: II I I I 1-,_iI OPEN TOB LOW OPEN T BELOW r., "L'" I gh I ,, 720 NE Grand Ave. I I II I Portland,Oregon 97201 jg I I I I I '$ f ' 7:"' � 14. o PTojccl: I I - - - - 171. New Building 1I I n 2 : t mENERALII■" �I1I 11a '.i_. 1 / ■ ,WEER r sEntENT1E3 `G-7pv9-✓D02Portland,Oregon � ® Q10125SW Washington Sq Rd, G709^002 -- -—7LLW u" —- 0 TOR GE JAN1T R - :CQMP - - --- I' - - - - Sheet Tole: Q 23 I _ � GENERAL Y - �204� -I 205 I NAGE _ Second Floor C8C) ® J 2t3 J =-;: r--------- - Finish Plan - I I > I 1 South ' ® TIMMt, Io INTERNETKj - `\ tiittAri - CONFERENCE 7 I I I SAI ES aim qR �- " I ...,, 1 I +, Wan 1 BUSINESS - 203 - O _® mil R I II I • ® —= RCviSIgTS 'ell\ Ing IT L urarmu a awrale ® -� I = TV.D mwrcm Ptn Chaim e \ s ISJus •Zlfa !IA=MIS I TvrRCbrtnn9a c•rssbmlw I V- I �,� I Eil I I s ��le sy,pN r. 16.14 glia S 19 w,que 90!11 41 = owr raee..ummsa I 4 rAyry4911111 In 16 Mwem•r E:16 - EINFIVA7 —ii - I { 26 u. 5i 1a.mal9 la �aw -T—' - - - Remora - - 1 ee.1 Erna. Gawk Reno® I I II 1 I I I NORTH 2'-6r PA VILLION e9-1" / 23'-I" 23'-g. 14-6r 23"-9" 23'-i" 42'-L�" — 1 I � 1 1 _ 1 w209.-1 b" CENTER 7.771777797 MK.alar..e.2019..0 - Z s Rio-ITS Iemweo O J ROT 10 DESIGNuSE GROUP.RE P.C.AND ARE x SOT 10 BE elY9 OR REWOpUCFL k MY c U I I I �// Ar,FR EzfOF l MM DE PRIOR GROUPnR /ey �� Date: 0jwm ocva ( 1 Drawn by: Checked by: SOUTH BKS/CLT WEM Second Floor Finish Plan - South Key Plan Job Number: 116139 OM* sheet . 0 4 8 76 For Construction Set - August 2018 A8.2.1 hq MRDREN DESIGN GROUP,P.C. AWLWTEC.IJSE . SPACE PLANNING 7650 S.W.E+evelaud,Suite 120 Tigard Oregon 97223-8692 Voice:503-244-0552 Fax 503-244-0417 cv 1N ri Q Q T TT o 4 ® 0 T I I I I I i I I I �` \- 4I I I I II I 1I I - J 56'-Sb" 46'}91" 13-2i" 48{94" 42-1j I �' II II . jI I I I1 I I I I I 1 I I T I I 4, IN I I �4 it - I lagoon=moi m J I I• �I� I - II loll � w N 1 rli ` o - - - - L ., - I■ 1 - .+ II■I■■I I _ -� _ �' \ '11IN C°t limit . _._ 1 — 19 � '711111 ,11..6, � —' .�..fY��G' i� "i•.■ G• ,.■ Y5Y�. IY y.f4• I I ■II I !IN. I�ioil1 I_ lt.-I� I _ 7 .■aC-••� 2'- ] 1 llilfi I'■ 11■If,IN L.nl� C :Y_■■:::.1 _ .;a 1 ) sem— � � �r! I ■■I o s.9541•01..1 senate1 v C� �• `1%tyri-i:v1 r4 � ■ SI ■■1 L * In %— ; -, 'rri; ■•H . Yak �V ~` L - �,e •,.• _ ■■;u■% • i ro�.s'i%a% I I —'1- {�`\\1y� v►Y1��1` k± I 1 I{I'�\I Ala* I/,Iy1p,' A V— --- •5 4. ■'rl■- ......_. _ [ ` , \at1l1kW20I�VCOM11■� _ ■ Jll.'�1I 1 Et ® �S � 1'N1h-' ," 'ex: � .c�- Fs �i��!'f1'�:, f Hi. L•i1f1;4`. ��w, _�r� �•�+• _ a �x 5■ t lr.� 2a -ME f` :q : • EH= s; rr. - `' = sI II 1 . . l r{ { L� Ull I 111 I' 1111W1■ `" EL • — - - 1Y] :_■■a■ —:ii ' = VIM• ' u. — .: f 1� </,.p� -r '..0.,"--71164w- 1'' �5�1�� I - I�II:=::v� d • iiibes:IV L ��I 1,! _ c f^ ._, I ar- � :.■�■—ri: :ny ■r'1o:;� ti1.i1►t est , MARL �T��' 1� I /' I owner: 1■.—:�::: �� • :_ v -- . A I 1T1—, .I_ ■ lastli I� �� IIIEI!1 IIA1 — Area.a,■1 -: -s._�—■ _I ,�,, ]� ` ,� �!I■� �Iu AMAIN" Milli 1�1 I _ A. JLR :ewe".■■ : In I •` ="'=Mg; YI - !y E_llrr��l�i � r' I I _ll_. I :;1 is -- r:::1 �/ = ■_11., I — - ■ ��IT.''�A — WIN 4 ; .� �I .,mal /■-IlxlYr. .■■=11 =i1•0114!-. ' , O I I.r�zr - - :cif�ll _ f� \�--. i■: iR: :■ "* ' __ ii i �_ . .3' � �,n ■ 1 I- t 7■M. ■I �. .:. ■n - - - cit - `f'�u I r it --- �rrsrww:� On.lfal�� • 22 X10 . .■ 1i' I.I_IN I' I 11"��IIly■ 1el, 11 Ic mum 724 NE Grand Ave. '404++xA'i`1 •Rex _ ... x zbxarr ■x x 4.7.597•21-99,.91192•97.7/71r.a x I' , `h r _1{ 1 I I{-}lI --� Portland,Oregon 97201 •.e kb /•4/ a'i ... .rt _ y ./i.- i 1v. 4 ehi— �1 \ i�l�■I I Ti [I I . �) I V r • • a.�„ea ^ a (�� NI IMAM. i— IM■■■�i111 J11 I I lINI I Y'',a''''''lma b'x "4'.'” 1=1"4"'; N'"4 "Lal 2=1 Y .eY , VA r Ya / .,'e r E'll.l 1 ■. r l;-1■-x1m■■1 p_�i .Ya k . i. .i r - I f �`�' I I 1 J I 4.. ..s rr''.r.f 11. _ ■ i1�C��W■■■IMIi. ■:i I ��. .� �.--•- r �__� �. 11111 a -' I 1_ \ _ •= �''�\ (Uns, 1, 1 1 _ .w \-■`' 1if -_�_�f_ Y.OI.■ X9abxi'e!e'z■x ii,xr raa , 1� I' 1�III,I,l I • ■■ ;■� ■ MOM= illlim `iyl ■�llll■■,Illi■■I■rllltlIl I } E ' 1■ • „= '. 15f1i.112 al YiI frN R: t- _ II`�+ 1.rr► 4 • a■r•- T :■'rr■ ' slss rsne,�'gi•!I; I I 1. 1'__ i- • ill _ 1 - I I C' PCO l: :::R 11■—x : ,} — 1s-A — '-nl NI'Il\\iiMI11 — 11 -■ 1 I ti, 11 M fill New Building r.,.....7,....=! ._■ rC rC -_ =_ _ ��, 'w w .I.� i� .,�• li'L., Ir I.1i - rillii -r-. 7.-mr!-- _ 11.1 -_ M - - - 23 ' - �■ . k! i. , , , IN ll] til L - - I, to - - �l - —� '■■1—n '� ■"t-:::�-i i1�i I^��1 I f I _ I iJ I�I: S ® 1 r�i _ 1 ll 'itilP •�yP.. i' ,_ $ , .! m I 1 N �N - F T * n _-■nr. J �.■ I 1 11I�y I_ 1� I \— �` ..-- •; 1; 1I =� 1J. I I [ I I I 1 I ! I I I I I I I i" .: - tease '' MN 4 - ,:� I rs I 1 11 a4 -- 'r° � - -■• '1 . _e:r �: -- iii,......„ - - - I ] 16125 SW Washington Sq Rd. : : = - ® ® 1111 111 • I1j - I ;I�JI Q Portland.Oregon Ilii ® IIID ., il • - y■6 F lA 4'r� 4.'-8i..rs.- • .��@ „JI ■.'_.�Flu u; -- _ �- {'t:::r ' �'�':i:'+. • ::�■: : :.r1�:4■�r ..� ZF:. - �''' - �� _. V / I - r V �� r 'z. .� 1 N Y gni l; X11 - IPP/ 'ij • I Z4. 1 i7 o■a1�11 1„..._.., - I ar,x IvY • "■� ..vR, f ••y � �1�P�r �+ �.. i� - s S, - `I Sheet Title: Yr. S 1rii rr11 ..—r Ogg'a 1 =1::1 , 4:4,21!' - _ � _�'' I 711 1 NI U�v. 11"11 1— ,.,of Hi � ; `fa' ,"ry v W.,I JIK..,,.;.,.,1 .Mlle ..... :::r ..__-_l__ - -1 - �i., _ IJ, i. _ ":" - - --- - - - - First Floor T t1l:dr,1■.a: :Er 171111:' 'Viii: i-■cam �� rsl -- I � _rr�.r�_—�� _ 25 M 'r' - ' — qr _ . Plan - South 0 i "a o 0 0 os"_ rte" II H I L'-In" I 6' il I— - - —�` _ I �� Floor Box I S: \ � r_ (L 10] J tend] 1I 1 4_1�" i110-_ 1 . - I I-- �� I Layout • 1 + Liri____ �• L 11 et I I`x#` �`rl'C�h' 1 „1,20-1111.1—!';' !� 111 I 1 1 Ij - N 1 r—i••_1•I r. ry,.Irr r—� .� REYL51on5: I I �"1 MC!' Mall !!1iF I,I 1 T IIo-'rmle a zlrnaw 1111111E�J d �I ILS 1 �!Y _ I1 G G rvmeyMISu ewss...,lilt n� GII. S L1 MIS 6 121,1y 2::a.9 -1 I I - ----- i�wY/.y 1 111 1 111s. .r, C1,15Ccumna 01:10TCarnmedva iI t '.;iI 1. le.�ama a 10 August For Comtrurt.cnSa N I I 1 �. 1 _ 2 24 A4.•Zllll 10f IA NorenYC 2015 I�Ir .___i I y J 1•r, r/�/ l 1 • f u. On Gam i - r 4 - 1 �- c Lti■� - _ - z5 c■p�N..K. aaaaiwa:a—�laaaa- waaaa... ,, NORTH I I i I I I I 58'-4;- LJ 48'194- 13'-2}' 4B- 91 42'-1i" --I./c ' Z_ • 2•-63- FA VILLION c I5.-211- I 32'-JI" J 9'-7�" 23'-7" I 23.-9" 14'-6" 23'-9" I 23--1" 42'-1�- I I. • 1 YILREN 0E701 4RCCV.P.C.2.2.ALL U Palls'RESERVED 1- Q 209'-1 d" � YTNPEaORAN:X lARE PCPPOP . ICEIY rj ' RE 7R M .USED• E 1 N ❑ P �CEER Mal.1p.E.CEPI,TN THE 191ill'' TTN 969.6.15149 a uaoREORM GAWP.7' C.. R O / Dat 17 August �} � Drawn by: JCM/CLT Checked by WEM 0 First Floor Plan - South - Floor Box Layout SOUTH Job Number. 316139 Key Plan Sheet ii 0 4 8 For Construction Set - August 2018 A9.1.1 GENERAL STRUCTURAL NOTES: I SPECIAL INSPECTION PROGRAM hir++,w'''' +- CODE REQUIREMENTS: CONCRETE ANP CMB ACCESSORIES: ROOF JOIST BOTTOM CHORDS AND BRIDGING TO BE DESIGNED FOR 120 MPH EXPOSURE B AND 5 PSF NET I ElsI TABLISHED PER 2012 IBC AS AMENf Q�Q��TIH E 2Q�9 O TION 110&CHAPTER 17 CONFORM TO THE 2012 INTERNATIONAL BUILDING CODE AS AMENDED BY THE 2014 OREGON STRUCTURAL HEADED STUD ANCHORS(H,S.A.)SHALL RE AUTOMATICALLY WELDED WITH THE MANUFACTURERS STANDARD MINIMUM UPLIFT IN ADDITION TO OTHER DESIGN FORCES. SPECIALTY CODE,REFERENCED HEREAFTER AS IBC. EQUIPMENT IN STRICT ACCORDANCE WITH THEIR RECOMMENDATIONS. ITTEs DESIGN TRUSSES(OR PROVIDED ADDITIONAL TRUSSES)TO SUPPORT MECHANICAL UNITS,SPRINKLER PIPING, MEIDREN DESIGN GROI.IP,RC. DESIGN CRITERIA: CONCRETE EXPANSION ANCHORS SHALL BE"HILTI KWIK BOLT-TZ"(OR ENGINEER APPROVED EQUIVALENT) AND ANY OTHER KNOWN EQUIPMENT(COORDINATE LOCATIONS AND LOADING WITH MECHANICAL SUPPLIER AND G961AL sOKICTLRAL ISPBCTICI4S AS REou FlusO ARCHITECTURE • sr ACE MANNING DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE IBC. IN ADDITION TO THE DEAD INSTALLED PER MANUFACTURERS GUIDELINES AND CURRENT ESR REPORT.AT CMU APPLICATIONS USE'HILT) CONTRACTOR).SECONDARY FRAMING FOR MECHANICAL AND SPRINKLER LOADING BY SUPPLIERS. [I�OQQT�I13,6A�r�FD{'♦�'yTK11WISI L CELL S.W.Beveland,Suite 120 LOADS,THE FOLLOWING LOADS WERE USED FOR DESIGN,WITH LIVE LOADS REDUCED PER IBC: KWIK BOLT 3"ANCHORS DO NOT INSTALL ANCHORS IN OR WITHIN 1 316"OF ANY HEAD JOINT PER IAB F�FOH®L91T BY BLALDr4':OFNQAL MANUFACTURER'S RECOMMENDATIONS. FOR FUTURE LOAD CONSIDERATION DESIGN TRUSS TOP CHORDS FOR(2)350 LB ADDITIONAL POINT MECHANICAL AccoFFANeG BY BLAJ7T43oEHGAL Tigard,Oregon 972238692 FLOOR LIVE LOAD: 125 PSF(LIGHT STORAGE MEZZANINES) LOADS(4'-0"OIC)AT ANY POINT ALONG THE SPAN.AND TRUSS BOTTOM CHORDS PDR(1)300 LB.ADDITIONAL MAL NSFECTIE1N BY BUDNOOFFCIAL VoiCC 503-244-0552 100 PSF(SECOND FLOOR AT SHOW ROOM) CONCRETE SCREW ANCHORS SHALL BE"HILT)KWIK HUS-EZ"(OR ENGINEER APPROVED EQUIVALENT)INSTALLED POINT MECHANICAL LOAD AT ANY POINT ALONG THE SPAN. 75 PSF PLUS 3,000 LB POINT LOAD(PARKING DECK) PER MANUFACTURERS GUIDELINES AND CURRENT ESR REPORT.AT CMU APPLICATIONS DO NOT INSTALL 8163. Fax:503-244-0417 50 PSF(MECHANICAL MEZZANINES) ANCHORS IN OR WITHIN 1114"OF ANY HEAD JOINT PER MANUFACTURER'S RECOMMENDATIONS. COLD-FORMED STEEL: NAOCOFD4Nl5 WTH OSSC 17pg2A1ppy.UTY ANN-Nu."mss, "- SOFALgC 360 THE DESIGN,INSTALLATION AND CONSTRUCTION OF COLD-FORMED CARBON OR LOW-ALLOY STEEL,STRUCTURAL GROUND SNOW LOAD Pp: 10 PSF CONCRETE EPDXY/ADHESIVE ANCHORS SHALL BE INSTALLED WITH'HILT)HR-HY 200'(OR ENGINEER APPROVED AND NON-STRUCTURAL FRAMING,SHALL BE IN ACCORDANCE WITH THE MOST CURRENT STANDARDS FOR I kvirso4L voan ATionicr FrillsTREGTH X KEFERscEmpucAELEATLANATFRAL FLAT-ROOF SNOW LOAD PT:25 PSF EQUIVALENT)INSTALLED PER MANUFACTURER'S GUIDELINES AND CURRENT ESR REPORT.AND SHALL MEET THE COLD-FORMED STEEL FRAMING-GENERAL PROVISIONS,AIS!. I BOLTS,mfrs.ANovAsLow SiE:cXTIOI',AISC3 C,secnoN A3 3 SNOW EXPOSURE FACTOR Ce:1.0 FOLLOWING CRITERIA CSSC1705.21.1,ABC NOSEc3ONNQ,S SNOW IMPORTANCE FACTOR lc:1.0 THE DESIGN.INSTALLATION AND CONSTRUCTION OF COLD-FORMED CARBON STEEL BOX AND BACK-TO-BACK (CONTINUOUS INSPECTION PCR FFETBSCNED THERMAL FACTOR CL 1.0 A ADHESIVE ANCHORS SHALL BE INSTALLED BY QUALIFIED PERSONNEL TRAINED TO INSTALL ADHESIVE HEADERS USED IN SINGLE-SPAN CONDITIONS FOR LOAD-CARRYING PURPOSES SHALL BE IN ACCORDANCE WITH FIGH Sr143Y0TH BOLTNG X AAD&LF CRITICAL.ONTS LANG TUNA:0.NWW ANCHORS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND WITH STRICT ADHERENCE TO THE THE STANDARDS FOR COLD-FORMED STEEL FRAMING-HEADER DESIGN PROVISIONS,AISI. VAITT%Xfr MATCFMAR44'ORCAUBRAT� BASIC WINO SPEED(3-SEC GUST.ULTIMATE),, 120 MPH PROVISIONS WITHIN THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. Y4F✓13IO'I,AETF iOF L37ALL4 I WIND IMPORTANCE FACTOR rut 1.0 B. AT THE TIME OF ANCHOR INSTALLATION,IN ACCORDANCE WITH ACI 318-11 SECTION 0.2.2.ADHESIVE LIGHT-GAGE STEEL COMPONENTS SHALL HAVE THE FOLLOWING MINIMUM DESIGN STRENGTH UNLESS OTHERWISE RFIN107MATERIAL VERFICATEN OF STRJCTLRAL ABC 360,SS,TCNI /D 5AA BLE BUILDING CATEGORY. II ANCHORS SHALL BE INSTALLED IN CONCRETE HAVING A MINIMUM AGE OF 21 DAYS. 111016/18 NOTED IN THE PLANS: I x WIND EXPOSURE: B Fy---60,000 PSI FOR 54 AND 681 MIL STUDS STEE. ASTM STAFTPAT.08 CMU ADHESIVE ANCHORS SHALL BE INSTALLED WITH"HILTI HIT-H 00�ADHESIVE, DO NOT INSTALL ANCHORS IN Fy=33,000 PSI FOR 18 THROUGH 43 MIL STUDS. A REAL vil2FICATIoNOF CoLDFofNm x MANUFACTURERS CERTIFIED-TESTId3 aKr5 SEISMIC IMPORTANCE FACTORS,-1_0 OR WITHIN 1"OF ANY HEAD JOINT PER MANUFACTURER'S RECOMMENDATIONS. I SEF.Cgtic 847E CLASS:E A FASTENING OF COMPONENTS SHALL BE WITH N8 SELF DRILLING SCREWS UNLESS NOTED OTHERWISE ON THED I.LANEDFOO CN .Hsu& 1S TO x SDE=0.72 /S\ NON-SHRINK GROUT SHALL.BE A PRE-MIXED COMPOUND CONSISTING OF NON-METALLIC AGGREGATE,CEMENT, DRAWINGS.PENETRATION OF ALL SCREWS THROUGH JOINED MATERIALS SHOULD NOT SE LESS THAN 3 EXPOSED I WresM.C/KBM 000IENT DETALS SEISMIC DESIGN CATEGORY. II WATER REDUCING AND PLASTICIZING AGENTS;CAPABLE OF DEVELOPING A MINIMUM COMPRESSIVE STRENGTH THREADS,INSTALLED AND TIGHTENED IN ACCORDANCE WITH THE SCREW MANUFACTURER'S I I BASIC SEISMIC-FORCE-RESISTING SYSTEM: 0E2,200 PSI IN 48 HOURS AND 6000 PSI IN 28 DAYS.GROUT SHALL BE MIXED ANO APPLIED IN STRICT RECOMMENDATIONS,THE MINIMUM REQUIRED SCREW STRENGTH SHALL BE THE AVERAGE NOMINAL SHEAR AND I WE.LAG,STRUCAARAL rms. 1.SHOW ROOM-SCBE(R=fi) ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS- TENSION STRENGTH LISTED IN CFSEI TECH NOTE F701-12 FOR THE SIZE OF SCREW SPECIFIED.WHERE MULTIPLE I MATsa•.L vaai['ATON CFwaOFLLFR X AISC 360.SECTION A3 5.SAN AS COCUNENTS 70.1s6,41‘ �Ih r� 2 PAVILLION-SOCBF(R-3.25) SCREWS ARE USED THEY SHALL HAVE A CENTER-TO-CENTER SPACING OF AT LEAST 3 TIMES THE SCREW ME/GOALB 3.SERVICE-SRMSW IR=5) MASONRY: DIAMETER LLE O-SCREWS SHALL HE LOCATED AWAY FROM ANY STEEL EDGES A MINIMUM OF 1.5 TIMES THE mNPTE/S Arp INRTAL IEIE)RATION x AWS 01.1, 'P ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE INSPECTION:LEVEL B QUALITY ASSURANCE/INSPECTION REQUIRED. SCREW DIAMETER U.N.0. I,""�„�,,,� X 17 18]81 ALLOWABLE SOIL BEARING PRESSURE 2,000 PSF(BASED ON SOILS REPORT PREPARED BY GEODESIGN DATED MASONRY ASSEMBLY STRENGTH SHALL BE VERIFIED BY THE UNIT STRENGTH METHOD PER TMS602-SECTION SCREWS USED WITH SIMPSON HARDWARE SHALL HE HE%-HEAD.WHERE SHEATHING DR FINISHES WILL BE I B"'Y`L,^E° 5'S MI ETS> 1G X --qw TWA+-• 11-13-20171. 1.4-B.2. APPLIED OVER THE SCREWS AND LOW-PROFILE HEADS ARE NEEDED THEN THE MINIMUM SCREW HEAD DIAMETER I RLGArDSLOT WAGS X oliecon CMU BLOCK STRENGTH SHALL BE VERIFIED WITH TESTING DATA CONFORMING TO ASTM C55 OR ASTM C90. SHALL COMPLY WITH AE B1B,6.4, I ANGLE BASS FI-LETS s 6+1C x '97 2B.A0 SM EXISTING ITI CONDONS: MORTAR MO(SHALL BE VERIFED BY PROPORTION BY THE SPECIAL INSPECTOR. I FLDORAPD ROOF� BC sans x Aw&D1.3IA iUF � THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS,DIMENSIONS AND ELEVATIONS.THE GROUT MIX SHALL BE VERIFIED BY PROPORTION BY THE SPECIAL INSPECTOR- STUDS SHALL BE SEATED FIRMLY IN BOTH THE TOP AND BOTTOM TRACKS(EXCEPT WHEN DEFLECTION TRACKS I I CONTRACTOR SHALL NOTIFY THE ARCHITECTIENGINEER OF ANY DISCREPANCIES FROM CONDITIONS SHOWN ON CONCRETE MASONRY UNITS. ARE USED).GYPSUM WALL BOARD OR PLYWOOD SHALL BE APPLIED TO EACH FACE OF STUD AND FASTENED WITH 1 WE'OIG:R819'C6IG STEL I SOP: 6/30/20 THE DRAWINGS PRIOR TO THE START OF THE WORK ASTM OW,GRADE N.MEDIUM OR LIGHT WEIGHT UNITS. DRYWALL SCREWS AT A MAXIMUM OF 12.0/C UNLESS NOTED OTHERWISE VB11FK"ATON OF V45DASLITY OF STS NET AREA COMPRESSIVE STRENGTH OF CONCRETE MASONRY UNITS SHALL BE 2,800 PSI. X OT/EiTHANASTM A 706 F�,Jyt [�(t'�T,QfIT,I�J.I$ SURE-BOARD SERIES 200 PANELS ATTACHED TO STEEL FRAMING-THE FASTENERS USED FOR ATTACHING THE SFGAR sTA3 % ANS 01.4,50318 3.5.2 `Y 'J' THE L'ahRR.42.`R SH>SI.L BE RESPONSIBLE FOR STRUCTURAL STABILITY OF THE NEW AND EXISTING MORTAR: SURE-BOARD SERIES 200 STRUCTURAL PANELS TO STEEL FRAMING ARE SELF-DRILLING!SELF-TAPPING NO.2 '1 n /1 STRUCTURES AND WALLS DURING CONSTRUCTION-THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN MORTAR MIX.IN ACCORDANCE WITH ASTM 0270 AND ARTICLES 2.1 AND 2.8A OF TME 602/ACI 530/ASCE6. PILOT POINT FLAT HEAD,S12 DRILL POINT SCREWS,THE NO.6 SCREWS HAVE A MINIMUM DIAMETER OF 0.138"(3.5 OTTER REWOTUIG STS X .141 iv.li DESIGNED FOR STABILITY UNDER THE FINAL CONFIGURATION ONLY. MORTAR MATERIALS.PORTLAND CEMENT-LIME,ASTM C150.TYPE S. mm),WITH A MINIMUM 0.3145'(B.0 mm)HEAD DIAMETER AND 125"(31 7 mm)MINIMUM LENGTH,AND SHALL COMPLY I MORTAR AGGREGATE:NATURAL COLOR,ASTM 0144, WITH SAE J78.ASTM C954 AND C1513. C0I T.M. RIPPEY SUBMITTALS: MORTAR BED JOINTS SHALL NOT EXCEED 518"THICK. S¢E �QP��CF3L1F3Ji X BC 1910A,Ag318097.1-7.7 CONSULTING ENGINEERS SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER PRIOR TO FABRICATION AND THE DESIGN,INSTALLATION AND CONSTRUCTION OF COLD-FORMED CARBON STEEL TRUSSES SHALL BE IN T�}AA q TO AND CONSTRUCTION REGARDING ALL STRUCTURAL ITEMS,INCLUDING THE FOLLOWING: GROUT ACCORDANCE WITH THE STANDARDS FOR COLD-FORMED STEEL FRAMING-TRUSSES PROVISIONS,AIS), 3-RW CCNCETE FIAGB40STWEE . 7135081 BPPf1Rld Biro*SI.TDO SAND:ASTM C144 • %ALLWIABLE LOA C6 HAVE BEEN NZEAS®02 BC 19045,1B09t,Aq 318:61.3,21.1.8 TOM.C11910.72Z3 CONCRETE MIX DESIGNS(PROVIDE BREAK TEST DATA FOR EACH SUBMITTED MIX WITH A MINIMUM DF 30 TEST GROUT AGGREGATE'.ASTM C144 MECHANICAL: � SPECIMENS PER MIX),CONCRETE AND MASONRY STEEL REINFORCING.EMBEDDED STEEL ITEMS.STRUCTURAL GROUT:ASTM C476 AND C1019,Tg=2,000 PSI MINIMUM AT 28 DAYS. THE CONTRACTOR SHALL COORDINATE SEISMIC RESTRAINTS OF ELECTRICAL EOUIPMENT,MECHANICAL, vYyM►�\g'!�l ��1 m( �0 F81Y.TIOfI LF ArOrNS rSTALLlD N I Fes MI 443-7700 STEEL,AND STEEL JOISTS AND GIRDERS. HYDRATED LIME,ASTM 0207,TYPES PLUMBING,FIRE SPRINKLER,MACHINERY,AND ASSOCIATED PIPING WITH THE STRUCTURE. ANY CONNECTIONS X BC 1909,1.A0319 3.8.6,8.1.0 21.1.8 REQUIRED WALL GROUTING PER STRUCTURAL PLANS,AS A MINIMUM ALL CELLS CONTAINING VERTICAL BARS AND TO STRUCTURE NOT CONFORMING TO SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL � IF THE SHOP DRAWINGS DIFFER FROM,OR ADD TO THE DESIGN OF THE STRUCTURAL DRAWINGS,THEY SHALL BE ALL BOND BEAMS SHALL BE FILLED WITH GROUT. ASSOCIATION(SMACNA),OR SPECIFICALLY DETAILED ON THE MECHANICAL ENGINEERS DRAWINGS,SHALL BE V EYI'E C89ON PAX X BC 1804.2 2,1910.24 AQ 316:0/4.62-6A CLEARLY IDENTIFIED.ANY CHANGES TO THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE DESIGNED IN ACCORDANCE OF THESE GENERAL NOTES,SY AN ENGINEER REGISTERED IN THE STATE OF I AFREPARA TEST S I x ARC 1.910.10 AVIV C 318 e 6,5 a C 17(ASIMC Si ARCHITECT/ENGINEER AND ARE SUBJECT TO REVIEW AND ACCEPTANCE BY THE ENGINEER. CONCRETE MASONRY ASSEMBLIES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF fm=2,000 PSI. OREGON,AND SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER PRIOR TO FABRICATION. CONCRETE MASONRY WALLS SHALL BE REINFORCED PER STRUCTURAL PLANS AND DETAILS,AND IF NOT DESIGN DRAWINGS,SHOP DRAWINGS,AND CALCULATIONS FOR THE DESIGN AND FABRICATION OF ITEMS THAT INDICATED SHALL BE AS NOTED UNDER'MASONRY REINFORCING STEEL". STRUCTURAL OBSERVATIONS: I Ace x BC 1915.63,50310:0.9,5.10 ARE DESIGNED BY OTHERS SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN STRUCTURAL OBSERVATIONS BY THE ENGINEER OF RECORD OR AN APPOINTED REPRESENTATIVE SHALL UE Er THE STATE OF OREGON,AND SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER OF RECORD PRIOR TO WHEN EITHER THE AMBIENT TEMPERATURE OR THE TEMPERATURE OF THE MASONRY UNITS FALLS BELOW 40 REQUIRED AT THE FOLLOWING TIMES DURING CONSTRUCTION: y� X BC 1910.9.Aa318 5.11.5.13 FABRICATION. DESIGN SHALL BE BASED ON THE REQUIREMENTS OF THE IBC.THE FOLLOWING ITEMS SHALL BE DEGREES FAHRENHEIT.COLD WEATHER MASONRY CONSTRUCTION SHALL COMPLY WITH BC 2104.3, ��]�T dr✓j CONSIDERED DEFERRED SUBMITTALS. UPON COMPLETION OF CONSTRUCTION OF THE FLOOR DECKING AT EACH LEVEL HAS BEEN ATTACHED AND THE AUaC - LOC4110N WHEN THE AMBIENT TEMPERATURE EXCEEDS 100 DEGREES FAHRENHEIT,OR EXCEEDS 90 DEGREES FAHRENHEIT FLOOR REINFORCEMENT HAS BEEN PLACED,PRIOR TO POURING CONCRETE ANC p,BBONS CF TFECONCRETE NEMER X AO318:61.1 A PREFABRICATED STEEL JOISTS AND GIRDERS WITH A WIND VELOCITY GREATER THAN 8 MPH,HOT WEATHER CONSTRUCTION SHALL COMPLY WITH IBC 2104.4. BEND FCT41® Owner. AFTER THE METAL ROOF DECKING HAS BEEN ATTACHED,PRIOR TO COVERING WITH ANY ROOFING MATERIALS. EPDXY CR ADSIVEANCH0RPADDNDAT 1 y4,,� yy� .�'Q��T® B. STEEL STAIRS,GUARDRAILS,AND HANDRAILS �IIIIqq$�QQNN((��V JJA�DI{NG STEEL: F W/CON CR SO /SATCypR RA CEMENT X 1•'ViTd� 1 7Efl� AEifJFbRL G�PA{L dONFORM TO IBC 2103-14-DEFORMED BAITS SHALL BE GRADE 641,AND SHALL BE SECURELY THE CONTRACTOR SHALL NOTIFY THE ENGINEER(4)FOUR DAYS PRIOR TO THE COMPLETION POINT REQUIRING JLR L C. PARTS STORAGE MEZZANINE PLACED IN ACCORDANCE WITH ACI 530. REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM 5706. SITE OBSERVATION. M094w:LEVE.IIN:PIVldl REINFORCING STEEL TO BE HOT DIP GALVANIZED SHALL CONFORM TO ASTM 767-UNLESS OTHERWISE NOTED ON FORALL TECAq:�MDA05'0.17ABLE 41 D. CURTAIN WALL OR STOREFRONT AND ALL OTHER GLAZING SYSTEMS THE PLANS/DETAILS,THE MINIMUM WALL REINFORCEMENT SHALL BE AS FOLLOWS'. INSPECTION: SPECIAL INSPECTIONS:IN ACCORDANCE WITH SECTION 1704 OF THE IBC AND APPLICABLE SECTIONS OF THE VERN CONRAN:EWTH RS PROVIDE NO MORE THAN THREE COPIES OF ANY SUBMITTAL TO THE ENGINEER FOR REVIEW.THESE COPIES WILL HORIZONTAL BARS PROJECT SPECIFICATIONS.SPECIAL INSPECTIONS ARE TO BE PERFORMED BY AN INDEPENDENT TESTING PROVBOFL OFTFE CONSTRICTION x BE REVIEWED AND ANY NECESSARY CORRECTIONS/COMMENTS WILL BE NOTED ON EACH COPY.THE ENGINEER (IN BOND BEAMS) LABORATORY EMPLOYED BY THE OWNER FOR THE AREAS INDICATED IN THE SPECIAL INSPECTION PROGRAM. iANp A��®SLIrrALs WILL RETAIN ONE COPY AND RETURN THE OTHER TWO COPIES TO THE ARCHITECT OR CONTRACTOR.IT IS THE WALL THICKNESS VERTICAL BARS RUNNING BOND rt4VJdFrnAfC l.:PRIOR TO x RESPONSIBILITY OF THE ARCHITECT OR CONTRACTOR TO MAKE ANY ADDITIONAL REQUIRED COPIES OF THE THE CONTRACTOR AND SPECIAL INSPECTOR SHALL NOTIFY THE ENGINEER OF RECORD OF ANY ITYM NOT `mh6TTdx'fIOFI MARKED UP SUBMITTAL 8- #S©4'-0'OIC (2)346/4'-0"OIC COMPLYING WITH THE PROJECT SPECIFICATIONS AND/OR APPLICABLE CODES BEFORE PROCEEDING WITH ANY vBNFCATONOF SLE.NIP FLCWANOVSI AS 10" 71664'-0"GIC (2)5054-0'OIC WORK INVOLVING THAT ITEM.THE ENGINEER OF RECORD WILL REVIEW THE ITEM AND DETERMINE LELNBEpTOSITE FOR SELFWNSOLOQATING x 720 NE Grand Ave. NON-STRUCTURAL DEFERRED SUBMITTALS SUCH AS ARCHITECTURAL.MECHANICAL SPRINKLER,AND FIRE 12" IN$144-0"O/C (2)43 6/4'-0"0/C ACCEPTABILITY. IF WORK INVOLVING THAT ITEM PROCEEDS WITHOUT THE APPROVAL OF THE ENGINEER OF ALARMS SHALL BE PER THE PROGRAM OUTLINED ON THE ARCHITECTURAL DRAWINGS. RECORD THEN THE WORK WILL BE CONSIDERED NON-COMPLIANT GROUT AK % Portland,Oregon 97201 BOND BEAMS WITH TWO 45 BARS HORIZONTALLY SHALL BE PROVIDED AT ALL FLOOR AND ROOF LINES AND AT THE �O,2A .IONRS EARTHWORK: TOP OF WALLS.PROVIDE A BOND BEAM WITH TWO 05 BARS HORIZONTALLY ABOVE AND BELOW ALL OPENINGS, OF .ICBIT3 x SEE PROJECT SPECIFICATIONS AND SOILS REPORT- AND EXTEND THESE BARS 2'-S MINIMUM PAST THE OPENING-PROVIDE ONE N5 BAR FOR THE FULL HEIGHT OF THE '•- WALL AT EACH SIDE OF OPENINGS EQUAL TO OR LESS THAN 3'-'WIDE,WALL ENDS,AND INTERSECTIONS -- -- - •/. X CAST-IN-PLACE CONCRETE: PROVIDE TWO#5 BARS FOR THE FULL HEIGHT OF THE WALL AT EACH SIDE OF OPENINGS MORE THAN 04'WIDE. OAIt LDdK A • S- -.L MIX DESIGN:PREPARE DESIGN MIXES FOR EACH TYPE OF CONCRETE.PROPORTION MIXES BY EITHER UNLESS OTHERWISE NOTED PROVIDE CORNER BARS TO MATCH THE HORIZONTAL WALL REINFORCING AT WALL x ELBENTS LABORATORY TRIAL BATCH OR FIELD EXPERIENCE METHODS,USING MATERIALS TO BE EMPLOYED ON THE WORK INTERSECTIONS. [7iAcEAl1E TYPE,TEE Am q pcalg,LT CC Rg,E X FOR EACH CLASS OF CONCRETE REQUIRED.FURNISH CERTIFIED REPORTS OF EACH PROPOSED MIX FOR EACH mMB-Tqa ANCfIXs AND HFESrREsfa3 TYPE OF WORK OF THIS SECTION.THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS.ALONG WITH TEST BAR LAP LENGTHS SHALL BE PER THE FOLLOWING TABLE,L.O.N.: DATA AS REQUIRED,A MINIMUM OF TWO WEEKS PRIOR TO PLACING CONCRETE. TOCCNS AND ANCHORAGES PraoR TO PTOJeCt: BAR SIZE MIN.LAP LENGTH CROUTTNE [] ,.] ADMLXTURES: AIR ENTRAINING AGENT IN ACCORDANCE WITH ASTM G265 AND WATER REDUCING ADMIXTURE All 14' y,.`PRO '� 1 x New BU l ld m CONFORMING TO ASTM 494,USED IN STRICT ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS, #4 26' P I(�rorst WLO x g MAY BE INCORPORATED IN CONCRETE DESIGN MIXES ANAIR-ENTRAINING AGENT CONFORMING TO ASTM C260 #5 40' (`40',F}1AND HOT I>'90'FIVEATre1 SHALL SE USED IN CONCRETE MIXES FOR EXTERIOR HORIZONTAL SURFACES EXPOSED TO WEATHER.THE BE. 54' ARLYATENANI NEASUMBIT OF X AMOUNT OF ENTRAINED AIR SHALL BE 5%-7%BY VOLUME-FLY ASH SHALL CONFORM TO ASTM C 618 AND SHALL N7 63" BE LIMITED TO A 15%MAXIMUM BY CEMENT WEIGHT- I X WHERE REQUIRED,MECHANICAL SPLICE CONNECTIONS PER ACI 530. - - - --- CONCRETE WORK SHALL CONFORM TO AG 301. CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD x 28-DAY CYLINDER TESTS PER ASTM C39,AND SHALL BE AS FOLLOWS: MASONRY VENEER: MORE]WE ALL MASONRY VENEER SHALL BE ANCHORED TO THE STRUCTURE WITH ANCHORS SPACED 4 1'4"0/C MAXIMUM GRAIL RAMEN( X FOOTINGS:153,000 PSI AT 28 DAYS.(MINIMUM CEMENT CONTENT-470 LBS) EACH WAY,UNLESS OTHERWISE APPROVED BY THE EOR.(ANCHORS SHALL BE A MAXIMUM OF 8'FROM ANY FREE GFOTTRG OF BSE.SlTBSNG x EDGE).ANCHORS ARE TO BE SEISMIC RATED ANCHORS BY HOHMANN AND BERNARD,OR ENGINEER APPROVED SCHMID-1E4E0M 10125 SW Washington Sq Rd. WALLS:S00.000 PSI AT 26 DAYS.(MINIMUM CEMENT CONTENT=517 IRS) EQUIVALENT. I RW(PARATION CFI50U IB TIT X Portland,Oregon SLABS:IC=4,000 PSI AT 28 DAYS.(MINIMUM CEMENT CONTENT=517 LBVID S) IF BRICK VENEER LAYUP IS NOT RUNNING BOND ANCHORS MUST ENGAGE JOINT REINFORCEMENT-PROE '"-""-"(NUN .4 ECNINC S X MINIMUM WI.7 CONTINUOUS SINGLE-WIRE HORIZONTALJOINT REINFORCEMENT ALONG ALL ANCHOR LINES- ABSOLUTE WATERICEMENT RATIO BY WEIGHT. BCF1ArSlOrI OR SCABryAN?IOR RACBRhR X METALS: I'c=3000 PSI(0.54 NON-AIR ENTRAINED.0.46 AIR ENTRAINED) ALL MISCELLANEOUS STEEL ASTM A36(FV=36,000 PSI),OR AS NOTED ASTM A572(Fy=50 KSI. WIDE FLANGE AND STRUCTURAL TEES:ASTM A992(Fy=50,000 PS(OR ENGINEER APPROVED EQUAL. COL LiPORN so AIL mows Tc=4000 P5115.5(1 NON-AIR ENTRAINED.0.45 AIR ENTRAINED) SQUARE AND RECTANGULAR HSS.ASTM A500,GRADE"B"(Fy=46,000 PSI). PART OF SEISIAC-FTE RE SE TIT SY -PoBKCATK30RY P CR NJ ROUND HSS.ASTM A500,GRADE"B"(Fy-42,000 PSI). 1 WELLING CF SYSTEM BJI ATS SF I BC 1705.11,3 SAMPLES FOR STRENGTH TESTS OF EACH CLASS OF CONCRETE PLACED EACH DAY SHALL BE TAKEN NOT LESS STRUCTURAL PIPE:ASTM A53,GRADE"B"(Fy-35,000 PSI). ( ISbEet TItlE THAN ONCE A DAY,OR NOT LESS THAN ONCE FOR EACH 150 CUBIC YARDS OF CONCRETE,OR NOT LESS THAN ALL BOLTS:ASTM A325 UNLESS NOTED OTHERWISE. ONCE FOR EACH 5,000 SQUARE FEET OF SURFACE AREA FOR SLABS OR WALLS. ANCHOR RODS:ASTM F1554 GRADE 55 UNLESS NOTED OTHERWISE.GRACE 55 BARS THAT ARE TO BE WELDED NOTE TIE SPECIAL INSPECTION PROGRAM FOR 90(3 B PER THE0671Et7T4GL General Notes SHALL MEET THE'SUPPLEMENTARY REQUIREMENT St'OF THE F1554 SPECIFICATION- HOT AND COLD WEATHER REQUIREMENTS FOR CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF AC!318 THREADED RODS.ASTM ASS UNLESS NOTED OTHERWISE. ENGINEER REFECENZE EC 17058,1705.7,1705.8 AND1705.9. WELDING.PER AWS STANDARDS-E70XX ELECTRODE AND BY CERTIFIED WELDERS. SLEEVES.OPENINGS.CONDUIT,AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE STRUCTURAL DRAWINGS ALL STEEL TO HAVE SHOP COAT. OE'IN1S/S: andSpecial SHALL BE APPROVED BY THE STRUCTURAL ENGINEER BEFORE POURING.CONDUITS EMBEDDED IN SLABS SHALL ALL EXPOSED STEEL BELOW FINISH GRADE TO BE COATED WITH ASPHALTIC PAINT PRIOR TO BACKFILLING. A.07NTIADL6 OSWIECIM MEATS THAT THE SPECIAL INSPECTOR B ON SITE AT ALL NOT BE LARGER THAN ONE THIRD OF THE THICKNESS OF THE SLAB AND SHALL NOT BE SPACED CLOSER THAN ALL STEEL EXPOSED TO WEATHER SHALL BE HOT DIP GALVANIZED PER ASTM 123 FOR STRUCTURAL STEEL AND TORS O83EiANWO THE,A0FX RT32,ARI NESPECIAL EEPECTON Inspection THREE DIAMETERS ON CENTER.PROVIDE 3/4"CHAMFERS ON ALL EXPOSED CONCRETE EDGES UNLESS NOTED ASTM 153 FOR BOLTS AND HARDWARE.FABRICATION OF STEEL THAT IS TO BE HOT DIP GALVANIZED SHALL ALSO B.PERIWIG NMEANS MrS TI-AT TI-ESPmAL NSFECTOR 6 CSI SITE AT TLE Y OTHERWISE- MEET ASTM A385.REPAIR OF DAMAGED GALVANIZED COATING SHALL BE MACE WITH PRODUCTS MEETING ASTM INTEEALS NEDSWARY TO CONFIRM THAT TARWOTM RECUIRNO SPEONL INSPECTION A780 AND AS A MINIMUM SHALL BE 90%GREATER IN THICKNESS THAN THE SURROUNDING GALVANIZING. B NOONFORMA NE wrtHAPrrw®FERNS'R.A.NB AND 5T8XlCATrJN6 SLAB ON GRADE IS NOT DESIGNED AS A STRUCTURAL DIAPHRAGM DESIGN,FABRICATION,AND ERECTION SHALL BE IN ACCORDANCE WITH THE"AISC SPECIFICATION FOR CONCRETE REINFORCING STEEL: STRUCTURAL STEEL BUILDINGS".WELDING SHALL CONFORM TO THE AWS COOLS FOR ARC AND GAS WELDING IN REINFORCING STEEL SHALL CONFORM TO ASTM A615,GRADE 60 AND FOR DEFORMED BARS,UNLESS OTHERWISE BUILDING CONSTRUCTION AND SHALL BE 3/16"MINIMUM UNLESS OTHERWISE NOTED. WELDING SHALL BE BY AWE NOTED.REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM A706.REINFORCING STEEL TO BE HOT CERTIFIED WELDERS,PREQUALIFIED WELDING PROCEDURES ARE TO BE USED,UNLESS AWS QUALIFICATION IS DIP GALVANIZED SHALL CONFORM TO ASTM 787.WELDED WIRE FABRIC SHALL CONFORM TO ASTM A82 AND A185. SUBMITTED TO THE ARCHITECT/ENGINEER PRIOR TO FABRICATION_ REINFORCINGSTEEL SHALL BE DETAILED IN ACCORDANCE WITH AGI 315 LATEST EDITION("DETAILS AND INSTALLATION AND TIGHTENING OF ALL BOLTS SHALL BE IN ACCORDANCE WITH THE"SPECIFICATIONS FOR GRAPHIC LEGEND DETAILING CONCRETE REINFORCEMENT"} STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS".UNLESS NOTED OTHERWISE BOLTS SHALL BE INSTALLED IN ALL HOLES OF THE CONNECTION AND BROUGHT TO A SNUG-TIGHT CONDITION.SNUG TIGHT IS DEFINED AS THE UNLESS NOTED OTHERWISE ON THE DRAWINGS LAP SPUCE LENGTHS SHALL BE AS FOLLOWS: TIGHTNESS THAT EXISTS WHEN THE PLIES OF THE JOINT ARE IN FIRM CONTACT.THIS MAYBE ATTAINED BY A FEW 1-':-.7 I REPRESENTS CONCRETE WALL. IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF A MAN USING AN ORDINARY SPUD WRENCH. A GRID NO.6 AND SMALLER NO.7 AND LARGER REPRESENTS B"CMU WALL. Revisions: FOR Tc=3,000 PSI-LAP SPLICE LENGTH= 58 BAR DIAMETERS. 72 BAR DIAMETERS STEEL ROOF JOISTS: FOR Tc c 4,000 PSI-LAP SPLICE LENGTH= 50 BAR DIAMETERS. 62 BAR DIAMETERS STEEL JOIST TO BE VULCRAFT OR APPROVED EQUAL AND DESIGNED IN ACCORDANCE WITH SJI SPECIFICATIONS- X DETAIL REFERENCE �//2,,d-• �y�7� S. 17 August 2018 JOIST TOP CHORDS AND SEATS TO BE DESIGNED FOR AXIAL FORCES IN ADDITION TO OTHER DESIGN FORCES AS S oir� REPRESENTS 1Z'CMU WALL. Coordination Set REINFORCING STEEL SHALL HAVE PROTECTION AS FOLLOWS: INDICATED ON THE PLAN. SNOW DRIFT LOADS SHOWN ON THE PLAN ARE IN ADDITION TO THE LISTED JOIST AND 9.24 August 2018 GIRDER LOADS. ® GONG FOOTING PER SCHED I---_-"_-__-1 REPRESENTS METAL STUD PARTITION WALL ut CONDITION: MINIMUM COVER- PER ARCHITECTURAL DRAWINGSReview ural Planes RR JOIST AND JOIST GIRDER DEFLECTION SHALL BE LIMITED TO THE FOLLOWING: O DENOTES KEYNOTE REPRESENTS WALLS BELOW FLOOR SHEATHING 10-StruCt Ongoing g CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" AT Construction Revisions ___ AT LEVEL SHOWN ROOF JOIST: DENOTES FOOTINGS. CONCRETE EXPOSED TO EARTH AND WEATHER: .040 DEAD+SNOW LOAD ,..._. NO.8 THROUGH NO.18 BARS 2" U350 SNOW LOAD NO.5 BAR,W31 OR D31 WIRE AND SMALLER 1 1(! --- FOOTING STEP PER DETAIL 11154,1. REPRESENTS BEAM LINE. ROOF JOIST GIRDERS: CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH, L240 DEAD SNOW LOAD REPRESENTS JOIST LINE. SLABS.WALLS,AND JOISTS: 1,1360 SNOW LOAD NO.14 AND NO.18 BARS 1 1Q" NO.11 BARS AND SMALLER 374' JOIST TOP CHORDS.JOIST SEATS,GIRDER TO DE DESIGNED FOR THE FOLLOWING AXIAL FORCES 1N ADDITION TO BEAMS AND COLUMNS_ OTHER DESIGN FORCES. PRIMARY REINFORCEMENT,TIES,STIRRUPS AND SPIRALS 1 IGT ©�'o"a sTc -"�`o o ROOF JOIST: MFSF 051555151 INE MON,-Of SEISMIC=1.7k(ASD) N 5)513,CLASALIIS.ENONEE59 SC B)WIND=2.2k(MD) Mo N4 NOT IRA usO A I/CO l/C I MY/MIN-9 EICTPT MM RK MITA SPECIAL AXIAL FORCES NOTED ON PLAN. TI/rICO 5[5555135 VF T.u.1555/11 C014544.11NG MNCIKE.MC Date 17 August 2018 Drawn by; Checked by: JSC RNT/VL Job Number: 116139 Sheet of: S1.0 For Construction Set - August 2018 IMRIORYDMBER161{0 28 SHOWROOM AND SERVICE CENTER FOUNDATION PLAN KEYNOTES: j-_O 1. B-CONCRETE SLAB WITH M4 AT 7-0"0/C EACH WAY OVER CRUSHED 3/4-MINUS AGGREGATE BASE PREPARED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT ht=ww., 1 z W SAD COLUMN_ MILDREN DESIGN GROUP,P.C. 3. W 10x88 COLUMN- 1. W 12153 COLUMN. ARCHITECTURE • SPACH PLANNING ®6 W 16x77COLUMN. 700 TSigar.W. egon972Suite 1 2 N I - d HSS exBxli COLUMN. Voice 503-244-0552 I it.U J TO {Ni) HALL l�I] HALLQG HALLI C 1 O7. HSS 7x7±3(,COLUMN. fax:5()3-244-0417 '!fT `IT' SECTION Y SECTION SECTION �l ® 8. HSS 4x4±3(e COLUMN,SEE DETAIL 12/54.1 FOR BASE CONNECTION. I 9. CONSTRUCTION/CONTROL MINT.JOINT TYPE AT CONTRACTOR'S OPTION.SEE DETAILS 1 AND RFI 2189 RFI 2169 RFI 2188 REIMS 10'26'18 1- 10/03ne 10/03/18 10(03(18 10,80/18 5 © TYP. I R QH RFI 10. BLOCK.OUT AT COLUMN. -_ _ r © 12 I `• '�' © Q 0W20/18 FOOT#NG DEPTH a 147 11. W/0445 COLUMN. © 1� -" ... iPf'" .. -� e 'I, li l'r� <RF 1: _�� © -- 12 THICKENED SLAB EDGE FOOTING. I Le L I J ,...I -- --- - = L ' J- J - --_,- -4-- �b! — O o D •it..- --- 13 B'CONCRETE H.RE SLAB-ON-GRADE RAMP WITH#4(>]7-0"O,G EACH WAY-BACKFILL IN ACCORDANCE H 1 H H ILII L. - i WITH GEOTECH.REPORT. I I O O O I ."-1— I - -- ® 11. BIDDERDESIGN STEEL STAIR,TYPICAL. JI I A.:••• 15. 8'SOLID GROUTED CMU PARTITION WALL.REFER TO GENERAL NOTES FOR STEEL O II JO "� REINFORCEMENT REQUIREMENTS. SEE DETAIL 2/54.2 FOR ATTACHMENT AT BOTTOM. SEE DETAIL 1i�I\,-"" JO I I I 1 J I _ 1&55.1 FOR ATTACHMENT AT TOP, !-k-1, Ha I�•--�s I I I I T� d 1� iB. H856xdx34a I _i Mee..----1 I i r(1� V _--__-__-i __ 17- PAVING PER ARCHITECTURAL SfTE PLAN. 1 - - -—- - "- - L - - - - -TI -— - I . n i 6. 8'SOLID GROUTED CMU WALL,SEE DETAIL 7/53.3 FOP TYPICAL REINFORCEMENT. �+ LN W/ ` I I I I I - 1 I �,P L 19. PROVIDE ADDITIONAL(5)i5 TRANSVERSE BARS AT BOTTOM OF FOOTING SPACED 3't 0/C AT ,6,trO� ® t I v WALL END. j1 I I � f*76 I 0 ,N�, 20. PROVIDE ADDITIONAL 14)85 TRANSVERSE BARS AT BOTTOM OF FOOTING SPACED 0 3't OIC AT i T IKAN 11- 1If I 7 11 WALL ENC. gg9��[a• O6 MO+ *-7.• 1.2.;71.c" I I I I �A L 7 21 PROVIDE WALL END.ADDITIONAL(51-TRANSVERSE BARS AT BOTTOM OF FOOTING SPACED Q 3"s 0/C AT '�Yr 7{Jp1�*J� I pO I 1 r r `I I WALL 22. PROVIDE ADDITIONAL(4)07 TRANSVERSE BARS AT BOTTOM OF FOOTING SPACED 0 3'x On AT _ "-'40.•01.L0 I , SECTION Qe WALL END. EXP; 6/30/20 r I p,. 1 .,p_ I Q r - c II�L� rr r--_ _ - , - G - - - 13 .....&1 I 8: - --- ---- 20 23. FOOTING STEP,SEE DETAIL 11134.1- `'{ Q I O ® J J L J J mm~1 L If In ® 24, C 8x8.2 JAMB.SEE 111&1,5. 1 --�-- �- ; `1- 1 I'1 I I I T F o o I - ® I I o -! ---------',--- 1�BA13„B NOTES: it J JT ® 1V I I T.M. RJPPEY L-.1..-J O TYP }r I I I 1 ' VERIFY ALL CONDITIONS WITH ARCHITECTURAL DWGS DIMENSIONS NOT SHOWN ARE PER CONSULTING ENGINEERS ��Y/ Y L I 1 J APPROVED ARCHL DWGS. RESOLVE ANY DISCREPANCIES WITH THE ARCHITECT PRIOR TO T 7 '-' BIDDING OR CONSTRUCTION. 7650 Se Beveiard Shsel,guile 100 I I - _ 7 _I _ _ _ ///7 r1 Tgard Oregon 47223 WALL _I—- —- 11 12 R - '8>INDICATES LOCATION OF BRACED FRAME.SEE SHEETS 34 3 AND$4,4. Phone.Imo) _ - - I SECTION 7/SLAB TYP. R - NOT ALL KEYNOTES APPLY TO THIS SHEET Ext(503)443 700 y, ELEV.I d-0" $ SEE ARCH.FLOOR PLANS FOR ALL TOP OF BLAB ELEVATIONS. H ® -7 �7L72 (��M �I ` - CONTRACTOR TO COORDINATE ALL TOP OF FOOTING ELEVATIONS WITH PLUMB#NG,ELECTRICAL I QO 07/31718 I. ,r I - _ � - r—T-, � a�� I\-- - - - - - TYP. - - -_ _ 4,1 _ SPRINKLER TRADES. Q ` I pfci, 0H oy,� Q ,•� 0 — 1 © rN 22 CONCRETE FOOTING SCHEDULE:(] `'` r LJ LJ t- �� LENGTH WROTH DEPTH LONGITUDINAL TRANSVERSE - I L- J Y% I 0 0 I { © O l" W 'D" REINFORCING REINFORCING REMARKS I T— T ® I — _ owner: T� I A CONT. 26 2' CENTER UNDER CMU WALL Q �L (4)WxCONT-BOT. 45.2--a-®t'-0"OICBOT- iYP. JLR _ ``� I I �""'• WpLL d,� A O 1T-0' 11'4" 1'^1C' - CENTER UNDER COLUMN L 1 ® I I 0 SECTION Y R; O� (19),18 a,0'f-i"BOT- (14)MS x 10-0"f30T, I O15.3" 10.7 1'6' CENTER UNDER COLUMN O 1— - - I - - - - - 1 - - - -"' - - - - -- TYP. L-O m C'' (1B1+5=a�"Bor. (1B)/Bx a-0^epTN, — , I I I ® ® O a4. as 1b` CENTER UNDER COLUMN 4Ir ,0/,2118 (16)86 x a-0- "BOT. (16)/6ra-0"BOT - '- I tet, Ili I TIFTG TYP. I � -- --- 23 O g� g 1�• (131/6x6'-0"807. [13)�PSxa-0'BOT, CENTER UNDER COLUMN 72))NEGrand Ave. I Y, I I I © ArkI '4'.0' - _ Portland,Oregon 97201 _ - 0 r'--' T (MATCH� OF ELty.PIT) p Tom. L I J r F I 17 ' O 7.0/' T,9" 1'-T CENTER UNDER COLUMN ___ _ a (,11 a•Bxra"Boi. (11)rsx r3'BDr, <BF-2> I P�, \3 _ _ © _© v r �r -0 Q`- _ _ ©1 _e __-_-_�___ O C4` B6' 1'•T - - CENTER UNDER COLUMN LIE,' L 1 0 24 (7)i16Y8-0SOT_ (7)N6Y 5-0 BOT `Q L Li L J Q ©� II •■ OH ec 5A 1'-7 - CENTER UNDER COLUMN I L , 41 r OK (7)M6x 5'4- BpT 17145x6'4"BOT Prn ect, I OJ 1'�' 4'$ t'-0" CENTER 11NDER COLUMN _ _ _ _ � n //,, 151+/5=4'-0-BOT 15141'5x4'-8'807 ' - -I - _ j - - - ' - - - -- ' - - T� /,1 (6)115x27-0"TOP 05x5'4"(1'-2"O/CTOP New Building • y v `�'1 OK 7Yd eLP 1'-10" CENTER UNDER COLUMN O , q. I EO- , \ I I I I I (7)M5 x 22-0'SOT, NS x5'4"01,7 OIC BOT. �, —� - I 11 I O CONT. 74' 142" CENTER UNDER CMU WALL Y9 I (min x CONr.BOT. 86 x1'6'O,Q'DIC SOT. r I © ' 8 I r`, © I I I I I 46,....... �■ 3 O r— O ,1'$' ff-0' 1'-7 LOCATE AS SHOWN ON PAN I• .. I0/ - - - �",�■ NI' i�+�_ _ �I _ _ ev I uH -_ 25 IB]#bx11'd- 'BOL 1,1]/Bx9R SOT. I �I • 1.'" P I I( I I��1J I `I (4)14=CONT TOP #4±4'- ®rte 01C TOP 10125 SW WashIngton Sq Rd. -J 1_1 . ©L -f'J O L�—I-J o L�J-I-J ®L 1 J ©L L -OAlilik O CONT. sd 1'"T' O LOCATE PER DETAIL 1454.1 Portland,Oregon I 4/4 x CONT.BOT. Ifs x4'�'®1'-0 on SOT. O 1 1 [3)184 x CONT.TOP B4 x3-6"GI 1'4"01C TOP I� 'I I O CONT. 4-0" 1'-1' LOCATE PER DETAIL 14/84,1 A f3)214 x CONT.SOT. 215=3'-8"®1'6'OIC BOT. 1 I 0 m I 10712118 O P P 70/I ®1P D BOT, �1� BOT. MAT FOOTING.DOTING.LOCATE AS SHOWN ON I I 0 0 ir OR PER 7S 214 Q 1'8"OlC TOP 4S(110"OIC TOP MAT FOOTING LOCATE AS SHOWN ON PLAN PLAN BB®10"O/C BOT, #5®10"0/C BOT. PLAN Sheet Title: h _, �- _ _— _ _ _ _ �. 8 IN 0 1'-8"0/C TOP ,14a 1,-0'O(C TOP B MAT FOOTING.LOCATE AS SHOWN ON I I I O PERLAPER 2"0' 8701'-U'O/C BOT. 88 10'0/C BOT. PLAN Foundation q . \L I O CORP. ,'6' ,'-0' U _ _ CENTER UNDER CMU WALL Plan - South ' f I I (3)(a5 x CONT.SOT. 45 x1'4"01,6"O/C BOT. OU 3'-0" 3'17' 1'•0' CENTER UNDER COLUMN {4)45 x 7A-"BOT. (4)x6 x 74"BOT. I/� 1 I 0 3 1 I I OV co S". 1'-0" 1'-2' CENTER CINDER CHU WALL E �..- - - -�--�- 3- _ _ _ 1 -- - - - �MMteYef�M r , (1}C6xCOHTBOT. AG x34®1'-0"OC BOT. © u •w.N.- e f s-T -�, © O P6 .407£5: �` �`�II � <BF-2 s 'I �� ")........0 ��+ L �� `- TOP BARS ARE 2'CLEAR FROM TOP OF FOOTING. Q _ ® m o 11 T'� J BOTTOM(SOT.)BARS ARE 3"CLEAR FROM BOTTOM OF FOOTING. $ O I ® ® I 0® ' TYP A O Q • THE THICKER FOOTING GOVERNS AT FOOTING INTERSECTIONS. PLACE ALL REINFORCING FOR ALL FOOTING TYPES �S' AT INTERSECTION. RFI 889 '7- RFI 889 RFI BB9 pry RFI/69 OVER-EXCAVATE AND REPLACE NATIVE SUB-GRADE WITH COMPACTED CRUSHED STRUCTURAL FILL(XX"MINIMUM 10/03119 WALL 10103116 I 10!03+18 WALL 10133116 I A DEPTH)IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. 11,1 2 SECTION SECTION 10012/16 • VERIFY AND COORDINATE TOP OF FOOTING ELEVATIONS WITH ARCHITECTURAL DRAWINGS.CIVIL DRAWINGS.SITE ? 7* 14'-� 47-itCONDITIONS.AND OTHER TRADES. Revision& . I. / 23._i�. I 33'A" f 23'-9" 23.1" �. - 2 I JJJ _11k I ff 44 Coordination Setust t 9.24 August 2018 J �� .. `J O LJ I Structural Plan Review 1 l0.Ongoing Changes Construction Revisions NORTH 0R"' iA, 11.1 =1"4/ '�FOUNDATION PLAN - SOUTH ° 2 4 B' X52. SCALE 18 / W'AVILIUN CENTER ©IP Itn5,E1 THESE OPH1MCS SHE THE%MPERTY o/ n APPcv LR,SIL0ENOKIAS MIC. _ HANMIm!11T MP ntA[ AH IN MY MXlaWP OICEPT±1 PT MTX IN<MNEe PEAYI}9nN a IY. RIPPEY - LeHISILTWL FkOA1T7i pc Date 17 August 2018 Drawn by: Checked by: JSC RNT/VL SOUTH Key Plan Job Number: 116139 Sheet of: For Construction Set - August 2018 S2.1.1 TMRIDINUMIER Ws() 28 0 T rF c) T SI-IOWROOMN AND SERVICE CENTER FOUNDATION PLAN KEYNOTES: . T t.�•_¢• Y `'J IT t e"CONCRETE SLAB WITH 44 AT 7.0"OIC EACH WAY OVER CRUSHED 314"MINUS AGGREGATE BASE A • t PREPARED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT- 91q1 RFI#108 21'-4 �•-0• 23'-7�' 24' �,-0.. 27$�' 2 W8x40 COLUMN. 111061'12818 • .' 3. W 10x68 COLUMN. MQDRt74E RESIGN GROUP,P.C. 4. W 12x53 COLUMN. AWClir7HCil1A8 • 9PA,C!PLANNING ' ' I i 9 7650 S W.Beveland,Suite 120 ® © _ L © /` Vis- w1s:77cowMN MATCH LIN J r 1 I r "'� r � _�,� - Tigard,Oregon 97223-8692 A �� '.w4� / r 52.1.3 B Hss6x6xY,COLUMN. Voice 503-244-0552 IiiiplImmin rrlrr irrF �� a tea_ !I� � 4 I1 0 r 'Air-11,1�� ✓I ST3 7- Hss7v7x COLUMN Fax 503 244-04]7 LJ -"_------ -- ----�- I - -+ 11 I- - - -- � -� .E.:,.. - - � 1• / _ _ 8. H554x{xi(e COLUMN.SEE DETAIL 121$4.7 FOR BASE CONNECTION. J I I I I I I I I I C / / 9. CONSTRUCTION!CONTROL JOINT JOINT TYPE AT CONTRACTORS OPTION.SEE DETAILS 1 AND 2734.1 E I L- J I I / 10. BLOCK-0UT AT COLUMN. L_ _J L _ _J1 I I I 7l I I/ J Ii W 10x45 COLUMN. I j I I t I 0 12. THICKENED SLAB EDGE FOOTING 11 I I O I 13. S'CONCRETE SLAB-ON-GRADE RAMP WITH 04 @ 7A"01C EACH WAY.BACKFILL IN ACCORDANCE I �.I - _ - I / WITH GEOTECH.REPORT. ELEV. 4 01 I _ - - I 14. BIDDER DESIGN STEEL STAIR.TYPICAL. O _ I I ® / 434 A 15, R INFORSOLID ROUTED CMU E RENT REQUIREMENTS. PARTITIONT WAREFER TO GENERALORNOTES FOR STEEL I I REINFORCEMENT REQUIREMENTS. SEE DETAIL 2184.2 FOR ATTACHMENT AT BOTTOM. SEE DETAIL rte__ �J I I ® ® I I 15/35.1 FOR L - I O - -�1�..r1..� Jh.. / 12 PAVINGHSS x e. e © I- 4 I- O i o I 7......o O/ 17- PAVING PER ARCHITECTURAL 817E PLAN. 7 77 I t I O (as i II ' 18. B'SOLID GROUTED CMU WALL,SEE DETAIL 7/53.3 FOR TYPICAL REINFORCEMENT. oGI N 'W/ �__-_-_ -_ _1. �, i _ T + _. _ T _ _ 1 E�. I''/ / O 15 PROVIDE ADDITIONAL(5)#5 TRANSVERSE BARS AT BOTTOM OF FOOTING SPACED Q 3'x 0/C AT 8,120 v,l WALL ENO. 16,720 "�y - 1 I ® I 1 I I I L `w / 20. PROVIDE ADDITIONAL(43#5 TRANSVERSE BARS AT BOTTOM OF FOOTING SPACED O 3's 01C AT I xT�-1.--i-` - J I L_ _J '5/ L _ _J L- J L-- / WALL END -�t° 4A O Ii O I V 21. PROVIDE ADDITIONAL(5(#6 TRANSVERSE BARS AT BOTTOM OF FOOTING SPACED @ Ti 0/C AT 'Pql_r 2a.xm ilp`2' I I I I / WALL ENO. `_%Hy TURM3 I ]I TEP I I / 7YP. 22. PROVIDE ADDITIONAL 141#7 TRANSVERSE BARS AT BOTTOM OF FOOTING SPACED @ Ts O/C AT ,.XP, 6/30/20 I /\ WALL END- IT 0 - _-... O _ I - O _ _ I// 23- FOOTING STEP.SEE DETAIL 11154.1. N I 1 -- •*^- - I / 24. C 6x8.2 JAMB,SEE 11154.5 ILAR - _ I j I I '7 / Q NOTES: i 1 - I , - T.M. RIPPEY I g B I ® / TYP- - VERIFY All COt4DIT10N5 WITH ARCHITECTURAL DWG$. DIMENSIONS NOT SHOWN ARF PER CONSULTING ENGINEERS - 11 I O Q t r, \ APPROYEO ARCH'L DWG$. RESOLVE ANY QISCREPANCVEB WITH THE ARCHITECT PRIOR Tq 7'@0 � Bite` I 7 ®/� / BIDDING OR CONSTRUCTION. -�- a I I V 4 O <It±INDICATES LOCATION OF BRACED FRAME,SEE SHEETS S4.3 AND S4.4. TON S°9°^97223 _ _ __ 1 = 0 1 I 4 p I I L__ Q Plow(5033 443-3900-T-3 ` - - + I I \ -+ }- -- _ y� 1C - NOT ALL KEYNOTES APPLY TO THIS SHEET, FSz 4503)443-3700 - -w L �'. �� L I I 1 11 \ / 0 A - SEE ARCH.FLOOR PLANS FOR ALL TOP OF SLAB ELEVATIONS, V 2 L- i e - CONTRACTOR TO COORDINATE ALL TOP OF FOOTING ELEVATIONS WITH PLUMBING,ELECTRICAL o I11 _ _J L __ J - ELEV- I �� m SPRINKLER TRADER. BLEV. _{ 1 I 15 I P CONCRETE FOOTING SCHEDULE:() 5 'r- .�1I � I r _ FMK LENGTH WIDTH DEPTH LONGITUDINAL TRANSVERSE REMARKS = OI ;,i- - - -�-- - ----- -` - - h - I / G. 'W' 'O' REINFORCING REINFORCING YY / A CONT. 75" 1'-T - CENTER UNDER CMif WALL Owner' = I ? I Q 7 0 (4)#4 x CONT SOT #6 x2-0"©r-0"0/C SOT. rr 6 G? // sJ Lail I I F (15185=10-4 SOT (191#5x12-A'BOT O Q I c Re 67,. B 11'11` 11'-0' 1'-10" CENTER UNDER COLUMN I_ I-TYP. - B ° I- -- I t GAOh, o J - r I Il 4 I I I I --�/- 'J 8� 5OC 1d?' Sff-0' 1'-8" CENTER UNDER COLUMN D- • - --1-'_` _ 'C_)_ I_ '_,p I _ t + _ _ ��O I• It.� I '�O �c ©• r- L\ / ?PI f1S(#5x9'-9-607 116(RSx 4,9'607.Lr J o I I A I I L-� T'T`` / t? O9'b' 9-0" 1'-B' CENTER UNDER COLUMN @ -� ' Y`` 7YP. ' {153#5x9'-0'607- 1151#5x4-0'607.L / O 0 f'1 T- Tl'P, tYla ]'� I O / 0 A wiz: ` / / / O 84' 6'E' 1'-0" ..-. CENTER UNDER COLUMN 720 NE Grand Ave. _ ELEY. /;. 1 Q s�I ti.I # 1D 5Q Q Cir4 I 4 I /© ' \J 4,�� O I (1a)#sxaoBtlL 1310SRa-0BgTPortland,Oregon9720f -!I i1F1'G 1 1 / OF '` O T-9' T-4' t'-T II CENTER UNDER COLUMN -_ I .f..�.,�.O 187,02 L,J I �. / ` ® //":74.,N, p• (713#5 x 7'-3'BOT. (11)05 v T.3"Bq7. I• 9 r© I. =� '� 4 it, ® O B4" 8E' 1'-7' CENTER UNDER COLUMN _.to J A. 1 (._7,1`. I. -. © ® / \ \ o (71 M5 x 8'-0'90T. 17305 It 8-0"BOT. - �o Iii ®I ELEV.© I / V • H� 54' 5b" 1'-T CENTER UNDER COLUMN © ��'II _ 1 1 \�\\\\ Of �O / ©•�`� 171#5x5'-0"84L (7)05x5'-0"ROT . =1/� © i ,.I e� P ELEV. /!i1811111r T'YP. I AT, i H/�-I- - I I ` ©//� ELEV. / i) q / �` O r-0' 4'A" 1'-d' CENTEAUNDERCOLUMN Project: O - I �- -� 1 I t: / 5 i! (51 M5x4'-0'9Oi. (5SASv 4'-0"BOT. I VX ELEV. h,.: 0 ® ►�� New Building L I O- I 0 ! 4 12 O - q: / ` r / RFI#1 © O 22.5" 817 Ttd' f6]#5x72'-0"TOP #s xs'4"@ 1'-T O!C TOP CENTER UNDER COLUMN I ., /::�, C / \. / ` ® 1 a7737ne / `\ (7)a5x27-d'BOT. #5 x5'4"m 1'-7'4!C 847. I 1 0 : 1 I / O/ `/T ,? -_-_u_-_ \ J "," ��•�,., ��.',•�, ,.i�1A= -. --.041,4 I- . /`- `� O �` / ' /r\ `// O CONT. 2-0' 1'.7 CENTER UNDER CMU WALL .. �/. 131#Sx CONT.BOT. #5 x1'-0"m 1'-0"On BOT. 4 • § // .I' j a>/. ELEV. \ I - �_ - _ _ w'I _ •_J ` ''.� ©/ \ / \`` / `/ O / ,/� 7 MO 718" 8'-0" 1'.2' f8y ll6 x 11'"2'BOT. 1111#5x 5A'BOT, LOCATE AS SHOWN ON PLAN 0Ail; lip? %` / C• ' , 4 `© �•�. (4)04x1ANT,TOP alxrs 014'0/CTOP 10125 SW Washington Sq Rd. . ® I 1 `/ '' Q \ `��//�.' O 4oNr. s� r-1 141#4x CONT.BCT. #9 x4'4 @ r4^oIC BOT. LOCATE PER DETAIL 74754.7 Port land,Oregon ,fr. 407 I L I I z / /L a' / 0 / ' / 1�` . �\J/ �►�e'I�' 0 I(3)04xCONT.TOP t144'4"@1'4"OICTOP '� Qe OO za TTP- L'- © :r L` / / 4�/ ¢ 0 13!#1 x CONT.BOT. 119 x34"@ 1'4"0/C BOT. P CONT. 4'4' 1'-1` LOCATE PER OETAIL14/S4-i © - o o / ® ti a PER PER 7� ` Y w @ 1'$OTC TOP IMO 1'4"OIC TOP MAT FOOTING.LOCATE AS SHOWN ON ,a ------------t __ I�- !S� �: �.I�')- yv: ) Ala ./ ' / � PtwN Puw xb@BOlcBOT. Ie@ralcoar. PLAN t4 I I (I .��4'/ ,3. / /r\T 0713U78 / O PER PER 2,8"„ @ 1'$'OK TOP #5 @ 11.3.67:TOP MAT FOOTING,LOCATE AS SHOWN ON L _I J / ` iy PLAN PLAN :441;010c/0 g®10"OIC BOT. N5 @ BOT. 6 PLAN F 0 / @ MAT FOOTING.LOCATE A$SHOWN ON sheet TRIC: r 0 0 ® © / ` O / ?, C} I#4®1'$'O!G TOP 114 1'-0.OIC TDP ,. Q ® :% ® L © ,\ / / `1 / ) O PPt R PLAN 7� rt7 1'-0'OTC BOT. a5 @ 10"OIC BOT. PLS Foundation Q X / ✓/ (. '..1 © �/ is � _l�i�� T mg.,' --�`�: �/ / \ � , - - ® 3:1 O /.: / A' , 0 / 1�!� 7 CONT. 1.4" 1'-d' U CENTER ONDERCMU WALL Plan - Center 0 /� T., 1*`r.•. 133#5 x CONT.BOT. 115 x1'-0"@ 1'4"OIC BOT. ir oma-- ,- -�, , o I - - I ►•© I I / 4 ` 7 / T,, 3-0' 3$ ,'-B CENTER NNOER COLUMN / (4)#5xz4 BOT. (4)05x 7-8"BOT, 14 I I TTP. I I - -'--� --- `.- / �� / `� �� / ® - - C \ , / R OY CONT. 4'-0" 1'-7 CENTER UNDER CMU WALE 451 ` : / Q / �/ QD (4)#5 x CONT.BOT, #5 x3'43"0 1'-0"on BOT, • L_ Tom* ©la 8 1 \ `•111��/+ • DOTES. ® i ` _ I \ ,�� ® - TOP BARS ARE 2"CLEAR FROM TOP OF FOOTING. ��_ �titi 55 I / / 0 7 - BOTTOM(BOT.)BARS ARE 3"CLEAR FROM BOTTOM OF FOOTING. r !a1 -J 1 ® / /O / `�� / / / t: I: I Clio._ - THE THICKER FOOTING GOVERNS AT FOOTING NTERSECTIONS PLACE ALL REINFORCING FOR ALL FOOTING TYPES T'/P-,`-�•7_�� - - J Q /� •,:•./ ;i/ / ` 1 y e '` AT INTERSECTION. r-- �- 1 / © :.: / ' \ `�4 • OVER-EXCAVATE AND REPLACE NATIVE SUB-GRADE WITH COMPACTED CRUSHED STRUCTURAL FILL(XX"MINIMUM ,may :` • DEPTH)IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. I 2 I • 2 1 1 18 - �k :`•lok. © / 1 1 \�/ a r/ SERVICE CENTER DRAG BAR KEYNOTES: . VERIFY AND COORDINATE TOP OF FOOTING ELEVATIONS WITH ARCHITECTURAL DRAWINGS.CIVIL DRAWINGS.SITE �.____. s.rn:(.�1s.,.:,,,.,,. ,.,.,,.dL4,..l.,.s: T CONDITIONS,AND OTHER TRADES. RBV1510E1S IS - ---------'-i I ` \/ , 0 1 1. SLAB DRAG STEEL 111#5 FOR EXTENTS SHOWN ON PLAN.BAR CONTINUOUS THROUGH JOINTS. .fir. r \ , /`�' / 8. 17 August 201 B • F I ® © .: I 2 1 1 I I. SLAB DRAG STEEL(2)#5 0 db"FOR EXTENTS SHOWN ON PLAN.BARS CONTINUOUS THROUGH Coordination Set L. g4 a�-I 1J �/ ;I` `}t�1 ' / `/ ^_1JOINTS. 9.24 August 2018 4. ji. RO fff"` [ `r y CI 4.. �t 3. SLAB DRAG STEEL (3)05®dS FOR EXTENTS SHOWN ON PLAN.BARS CONTINUOUS THROUGH I Structural Plan Review eQ /ems-Lf`T ® 0 ` `� / 1/ \, O �` JOINTS. 10.Ongoing Changes ELEV RFl R4 m \ 4. SLAB DRAG STEEL(5)065 0 d$'FOR EXTENTS SHOWN ON PLAN.BARS CONTINUOUS THROUGH Construction Revisions (*20)18 1 A It' ./ `r / JOINTS- NORTH TTP, 0 TTP. •� ' 0 / 5, SLAB DRAG STEEL(5)#e @ d4'FOR EXTENTS SHOWN ON PLAN.BARS CONTINUOUS THROUGH A B Q r� 1114*' o f- / ` A 9 JOINTS, \ 8, BLAB DRAG STEEL 141#7®dS FOR EXTENTS SHOWN ON PLAN. BARS CONTINUOUS THROUGH 91. \ Y /�� JOINTS, A 0�‘441411`` �+ / �',FQ '�j 7 SLAB DRAG STEEL(5(070 V$FOR EXTENTS SHOWN ON PLAN. BARS CONTINUOUS THROUGH - PA VTI.LUN JOINTS. NORTH '/ \ -4.4.41.4.!‘• ©� 8 SLAB DRAG STEEL(7)07®d4 FOR EXTENTS SHOWN ON PLAN. BARS CONTINUOUS THROUGH • - __ \.! �`'4 JOINTS- © t'am m'Gt FOUNDATION PLP,N" CENTER �7 U�' C I .O 8. BLAB DRAG STEEL 18)#10@d4"FOR EXTENTS SHOWN ON PLAN,BARS CONTINUOUS THROUGH CENTER n¢1,pw,InMCS.,e[+N[.R�[x,r CD ® JO}HTB. n R RI D 20142.6D22 12%FxnNSlrs DC. 1. SCALE:118"=1,0 �Q E (,f....i Rt mn mon EINI7[DIDA E14[WWI 2 /MIM)PERIN..OF F.M.I✓1PPEY F�_ GP15e1MC ExPNEER$aC. Date 17 Au9uxt 2018 / Drawn by: Checked 6y: sours 1� RNT/VL / Key Plan Joh Number: 116139 Sheet of: 52.1.2 For Construction Set - August 2018 MtiOINUN9E1316110 28 CIF! OI h SHOWROOM AND SERVICE CENTER FOUNDATION PLAN KEYNOTES: , 'j 1 - `IL'T I 4"CONCRETE SLAB WITH AM AT 7-0'OIC EACH WAY OVER CRUSHED 3!4"MINUS AGGREGATE BASE ?iL .. , PREPARED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT, 24,4' 30-g [ 23-7}' ` 24,4 [ 34Q tee] 2. W5±4000LUMN MILORENDESIGN GROUP,P.C. Z . 1^ 3. W 10488 COLUMN. ARCHTrBCrURF • SPAS FLANKING ELEV. �I I ® ® 4. W 72x53 COLUMN. RF1 g( RFT 086 7650 S.W,l3evelaLld,Suite 120 1® t4 I 3 11Or18M8 10125/16 2 5. W 18:77 COLUMN Tigard,Oregon 97223-8692 U g - 0 A 6. HSS BxSkY.COLUMN. Voice 503-244-0552 f 0 �_Y_-___-___-_-_J / T i -.-..., , ,_, , ... a.-„ I , x33Fax.503-244-0417 _ :',"' I ' w1a•4s COLUMN_ LIMN 10 11 / _ _ �- - - f 13 12 THICKENED SLABEDGE FOOTING. / / I ::::__ IIuliO1_1111 • --i I --- - _ -' '2! r - " 4-- - --,,iNfro ® M IIIIIIIIIIFL� I - 1 - O I . u •'' 73. B'CONCRETE SLAB-ON-GRADE RAMP WITH 4'4(1)7y'VC EACH WAY. BACKFILL IN ACCORDANCE _ 4t WITH GEOTECH REPORT it O I �� ! I I f I• --.- 1+•••• 1{. BIDDER DESIGN STEEL STAIR,TYPICAL i I I I .�• ,• Ili} I, 8'SOLID GROUTED CMU PARTITION WALL.REFER TO GENERAL NOTES FOR STEEL ] ©I I I I - I•. REINFORCEMENT REQUIREMENTS. SEE DETAIL 21E4.2 FOR ATTACHMENT AT BOTTOM. SEE DETAIL 1 I ® •I ]• 18155.1 FOR ATTACHMENT AT TOP. I I _I gJ r© 7 `3' O O • I-Z- HSS 8444x-Ye :I 1 --� r--, r Y V I 01 tg� •• r • 17. PAVING PER ARCHITECTURAL SITE PLAN. ��1•� IIII �� H1"- TL J ._ • •" 18. 8'SOLID GROUTED CMU WALL,SEE DETAIL 7153.3 FOR TYPICAL REINFORCEMENT. V�. �t7 2 © - y. _ I + I II I 0 I �. _I O 1 . P //OI.W x10 OO. I j//I Ii7 I •,I. '�1Y-'(NEQq -�------`-`-------�- 1 -- - - - _ • -- © 19. PROVIDE ADDITIONAL 15155 TRANSVERSE BARS AT BOTTOM OF FOOTING SPACED Q 3'4 OAC A7 14,12o 1 _ _ _ _- - ..-- - _ -__ - _ ._ _ .. .. _ _ __ :. .- _ •. O p ADDITIONAL{1 TRANSVERSE BARS AT BOTTOM OF FOOTING SPACEDt O"C A7 Tom` WALL END _ - _ PROVIDE 4 MS 3' --7-.4,F. -- B _ - - _ - _ _ _ ® WALL ENO. 2�00�, I I �'� � 1 f f SILV. I I SIM I yu-7 A 21 PROVIDE ADDITIONAL(5)56 TRANSVERSE BARS AT BOTTOM OF FOOTING SPACED 3"t 0/C AT I - - L III _ q�•3.7/ I 14 I RFI 022 WALL END. I-F r , , I- , °GQeX16 22 PROVIDE ADDITION/LL(4)57 TRANSVERSE BARS AT BOTTOM OF FOOTING SPACED Q 3't OAC AT I O I I O _ i I II I © © WALL END x' /30720 I- -I -3o- _ I _-_ _ 1 _- ir _ _ - 23, FOOTING STEP.BEE DETlUL 11/54,1. I II a ! I II II �:1 NOTES8.2 JAMB,SEE 11184.5. "IEA A. 74 I Lp D L _ _J D L_ J D L_ _J D L_ _J I SIM. Y I E O O ;T O O I u T.M. RIPPEY I { I 1I I I I I - VERIFY ALL CONDITIONS WITH ARCHITECTURAL DJJGS.DIMENSIONS NOT SHOWN ARE PER APPROVED ARCH'L DWGS,RESOLVE ANY DISCREPANCIES WITH THE ARCHITECT PRIOR TO 7656 Sw CONSULTINGBeerlanENGINEERStreet Ee 100 7YP. BIDDING OR CONSTRUCTION. I 3 I Dance Or5)44 97220 © - c 5 a INDICATES LOCATION OF BRACED FRAME,SEE SHEETS 54.3 AND 54.4. Phone(503)449-3900 ft I.. _ _I-_ H -_ _ TII .{ _ _ I _ _ H _ _ _ -__ _ - 1- - ---L---- ® • NOT ALL KEYNOTES APPLY 70 THIS SHEET_ Far(003)441-3700 I I I ®�y� j I - SEE ARCH-FLOOR PLANS FOR ALL TOP OF SLAB ELEVATIONS I I "•d' I I i - CONTRACTOR TO COORDINATE ALL TOP OF FOOTING ELEVATIONS WITH PLUMBING,ELECTRICAL I SPRINKLER TRADES. I I rr © Oi ® 1 I © I-- I © I I I n - -I , 1 - --I I I-- -I i ^ --1 Lo I I 0 4 I I 0 I I I Q _ I f Q I I Q I �© - I CONCRETE FOOTING SCHEDULE: �_ _-_-___�_-I443 _ - ISA _ 1 1 i J _ _ . _ ' LONGITUDINAL TRANSVERSE � / LENGTH WISH •9'H REINFORCING REINFORCING 4 -4- W I- - -i T l I- - 7 4 \MK REMARKS 3 Im L_ _ JI I I I I I I l I \ +3 - I I L rI O CONT. ra" 1%2- CENTER UNDER CMU WALL L _ __I L- 3T-J `- -J TTP. L_ _J r - I I,Fg Ix OGNT BGT. 5 a2 6'�,'-0"GC BG7 Owner, I 1 I _ _ JLR I I 1 I t 1 I I t g y 11w-0• 11.-0" R+°• CENTER UNDER COLUMN I a 1 I 4� (19)05 x 1843"BOT, (1465514 10'5"BOT I I O 1C.3` 1ffS" 1'-0" CENTER UNDER GOLueN _ _ - _ - _ _ - _ -- L _ © {16y1Gx C-0'BOT. (181 iYrx 9'-9"607. 77 -I SIM ® 9'b" p$' 1'd" CENTER UNDER COLUMN I ra (1s)5sxlru BOT. f1s11sx9-v'BOT. 4 I I I 1I I - --"1© © :L © O O I H O g ga" 1'�" (13)55x8-LY'BOT. (13)05x8-6'BOT. CENTER UNDER COLUMN 720 NE Grand Ave. I� -H I r-F I r I" - 3 , r _ - Portland,Oregon 97201 1 I I F T 8" T-0 1',2" CENTER UNDER COLUMN I • © I I I II 10 1 I 0 I I I ©- O (11r55xr$BOT. (1,IM5xr3 807. O I - I - I I I I © (<<�On''''''',9-+ � Q O e• e-0^ +.7" (7)R8xB-0"BOT. (7)ISxB-0'BOT. GEhreR UNDER COLUMN J LJ L _ _J I L- J ,A L_ ___I L_ 711111404,H,w,- ��.,..:.:.........'.:,;7. o 0E 3 r a ��/?� ?�, O sa• 5'-0 1.-2•• - - CENTER UNDER COLUMN % ' I It (7)05x 8-0"BOT. 17105x S'-0BOT. 1 I 15 ELEV. , , `Q © - - Project: ��'``` ti�J 4'8' a'-0" 1'-0" CENTER UNDER COLUMN j • ELEV. I ? 1 'I T ® J �r� =` A �� (5)55x4'1Y'BOT. (Sy YSx R'O'BOT, New Building sc f la ©I 3 _ _I-_ H-_-_ _ _ H-_ -_ _�L____ Y O _ I _ _ � . ! O 27$' 84 1'10" le)55 x YlA"TDP i5z5'-0' 1'-Y'CVC TOP CF_NTER UNDER COLUMN I _ t I A O ELEV. 16 2u.1.,1..... �..� ®� y` ELEV. (7)IIS x?T-0'BOT. Its x6'-0'01--Y OC BOT. 3 TI �_:'� �j Y ,(4-1 © L CONT. 2'-°" 1'•T CENTER UNDER CMU WALL .•� ThTO 7 I 6-'5 0 ' O (3)06x CONT.BOT. IR+x1'A'01'-0"oAD BOF. I o 189.00' 4 :1 © _ ! 0 4 •`!!,,� '►ice ELEV. - - rq J r -1 r- I_ I - i'••/ ® r.--.:>,,_ T� 1S I �G / ��/ M 11'-0" 8-0" 1'-T B (11 55 x 5'-6"BOT- LOCATE AS SHOWN ON PLAN I }V T _ O �� / 1 O ()55 z 11•-D'BOT. 2: .--;, Y ; ; "=•a-' _. // �� AIN?J•1/ O (d)04 x CONT.TOP N4 x4,6"O 1,6"OIC TOP 19125 SW Washington Sq Rd. 1 ] :-...'1' :�� P% / SZ N CONT. S'-0" 1'-1" LOCATE PER DETAIL 14184.1 0__ _.�_�..____..�_�_i- - .I._Off), e� I I . ....�, fOr =ice 4' / -----0 (4)14 x CONT.BOT. 55 x4,-01-6"o1C BOT- Portland,Oregon \ I ''4 - 4i� - , O (3154 x CONT.TOP 54 x3,6"O 1'S'OfC TOP - -J L_...1__I J P L_• � ---;r_ -1- ___ .-: A`7/ ®f 2 �/- ©/ `1/�O P CONT. 4'-0' 1'-1• (3)54 x 5"OIC TOP 54 ,'S'-5 0/C BOY. LOCATE PER DETAIL 14154,1 I} GOVT BOT. 55 x3'5-Q} ® ] I _ I �.r •0 /ti"----_----7„.„...._-.,/ I © PER PER 04 0 1 ® OIC TOP MAT FOOTING,LOCATE AS SHOWN ON ! 5 ',��9 9 i I 7 I ® / �� O I/! .® `� / �.I' O PLAN PLAN 7 06 Q EY'O!C BO7 55®9'.01G BOT, PLAN I IOU ., '::I t% 0 ,-- 54Q1-'OIC TOP 55Q 100/C TOP O _ _I_ _ _ _ _ _- CTS !-: f L _ _ _ _ 1iELEV '[�*- ¢ O PER PER MAT FOOTING,LOCATE AS SHOWN ON P �- _ gg� _I _ _ \:•;•\ - ELEV. �µ PLAN S 04 @1'S'IT QO/C OP 54®1'-0'0 CB P P (heel Title IB + T �A,7. ,- PER PER Q MAT FOOTING,LOCATE AS SHOWN ON O7...7.1..7...7,.7111/...7,,,-, 1,r'.r 7• `-:••::.•.\ O PLAN PLAN 7.+r Foundation l I LI \ I 117 01'A"OIC BOT, 55 0 10.01C BOT. PLAN I 0 ©� -I I - - 2° © I I © A 6 _.•.\ ' 0 O CONT. 1'-g' 1' g(3) x CCM.BOT. 55 z1'-0• 1'S•OIC BOY. CENTER UNDER CMU WALL Plan - North Ei 1 1 1 - - { I - 1si- -r--- I 7 J r- -I TVP.AT / OU 9'-0" 3'-0' 1'-0' - CENTER UNDER COLUMN { I - I , O II CMU PARTITI•• /'.., -.7 D � � I 0 ! _ I 4 L - .. �I S III WALLS r - ' i�� I WALLS ----/,„„-- �Ol��l ' -_-_� {t4)05x7fi"BOT- 141 i15x 7-6-Bor. " J I I �. l .11111_,F°440__ L 4 I 1� O I I/ /� O COM. a'� 1'-z (4)05 x CONT-BOT- Is x3'5"(¢1'-0"OIC BOT. CENTER LINGER CMU WALL y7 I ! 3 L. I", 1 .TOTES'. TTP. ! L- _ _I 41 Jr 8 S L_ I - TOP BARS ARE 7 CLEAR FROM TOP OF FOOTING. O I _:I I O O . - BOTTOM(BOT.)BARS ARE 3"CLEAR FROM BOTTOM OF FOOTING. 11 i TTP. THE THICKER FOOTING GOVERNS AT FOOTING INTERSECTIONS. PLACE ALL REINFORCING FOR ALL FOOTING TYPES 3I ATINTERSECTION_ { I I I o �.._ i/,a /�- - OVER-EXCAVATE AND REPLACE NATIVE SUB-GRADE WITH COMPACTED CRUSHED STRUCTURAL FILL(XX'MINIMUM © 3---J-----�-- - - --- �- - - C) L - *:--- -1 ►/�� - - �/ Q DEPTH)IN ACCORDANCE WITH THE GEOTECHNICAL-REPORT. I (LJ { I - VERIFY AND COORDINATE TOP OF FOOTING ELEVATIONS WITH ARCHITECTURAL DRAWINGS,CIVIL DRAWINGS,SITE RF® 1U06T16 I ] 0 CONDITIONS,AND OTHER TRADES. Rl'.YiSjORC I -- I Coordination Set r ' _ �O O _ _ I ._..^ ©r_ �L _ _�© , r---• / 9,24 August 2018 MATCH EINE,m J1.,]J I 1 LI = / / $2.f.3 Structural Plan Review r f 1 �© I t 4 �� Fv�xw�LL�440arv' �r ] �� '�,.Q r� 52.1.2 Ip.Ongoing Changes CED-ii- ---------- - + I I F-- I - i t -� , I /MA I -- - 4" / ---- OE3 Construction Revisions I I _ 1 \i I I li I ! I I E I I n C ' / 1150R rH NORTH IlYFOUNDATION PLAN - NORTH ° 7 4 (r PAVILION SERVICE CENTER DRAG BAR KEYNOTES: / I�--L[ 1• SCALE.118' 110 S. SLAB DRAG STEEL (7)87 Q 2S FOR EXTENTS SHOWN ON PLAN.BARS CONTINUOUS THROUGH I t 1. SLAB DRAG STEEL 11105 FOR EXTENTS SHOWN ON PLAN. BAR CONTINUOUS THROUGH JOINTS. JOINTS_ I 2_ STAB DRAG STEEL)2)58Q 0'S"FOR EXTENTS SHOWN ON PL/W-BARS CONTINUOUS THROUGH 9 SLAB DRAG STEEL, (9)1410 0 0'5"FOR EXTENTS SHOWN ON PLAN.BARS CONTINUOUS THROUGH ©aea'...":&'niux.i• JOINTS, JOINTS. CENTER n[s ORAS ARE lit PWIPrnn Of 3. SLAB DRAG STEEL:(3)A5 Q O'S'FOR EXTENTS SHOWN ON PLAN.BARS CONTINUOUS THROUGH n RIPer COTAETrle EI/SOS PK JOINTS, x 1P5•c 101 n l MD°1 ® AP SOUR EXCEPT OM 11F PROPER 110171111 PP311113906 CX E4. SLAB DRAG STEEL(5)05 Q 0'S FOR EXTENTS.SHOWN ON PLAN.BARS CONTINUOUS THROUGH axexl5La c artcra 1/C AL JOINTS. S. SLAB DRAG STEEL(5)88 0 0S'FOR EXTENTS SHOWN ON PLAN,BARS CONTINUOUS THROUGH • Date 17 August 20 18 JOINTS. Drawn by: Checked by: 8 SLAB DRAG STEEL(4)07 0 7$FOR EXTENTS SHOWN ON PLAN BARS CONTINUOUS THROUGH ]SC RNT VL JOINTS. SOL:TH 7 SLAB DRAG STEEL(5)I7 0 0-0"FOR EXTENTS SHOWN ON PLAN BARS CONTINUOUS THROUGH Key Plan Job Number: 116139 JOINTS. Sheet of: S2.1.3 For Construction Set - August 2018 TMA EoeNUMBER lc114 28 _., (AT) ® T 154 I a T I I SERVICE CENTER MEZZANINE FLOOR FRAMING PLAN KEYNOTES: ". C..' • 1. COMPOSITE FLOOR DECK:VERCO 20 GA PLW2 METAL DECK WITH 3 W TOPPING SLAB(5 K'TOTAL Y DEPTH)WITH MINIMUM W WM S x a-W2 O x W20 REINFORCING AT CENTER,(2)SPAN MINIMUM, 24'-44" 33,-0" ! 23'-1 244 30'-0- 22-4" TYPICAL SIDELAP ATTACHMENT:VERCO VSC2'0 2'-0"01C MAXIMUM. Jai .f' .' ' �° 2. (2)05 TRIM STEEL AROUND PERIMETER OF FLOOR SLAB AND AROUND ALL OPENINGS,EXTEND 2.6" M ILDREN DESIGN GROUP,P.C. IPAST CORNERS WHERE POSSIBLE,CENTER IN SLAB DEPTH. ARCHITECTURE • SPACE PLANNING 3. STAIR FRAMING AND ATTACHMENTS TO THE PROVIDED FLOOR FRAMING ARE TO BE BIDDER 7650 S.W.Beveland,Suite 120 DESIGN. Tigard Oregon 97223-8692 TIT,� T . a SIM. I I I aLA . (3)05 BARS EQUALLY SPACED.CENTER IN SB. Void 5(13-244-0552 ..� - - •-,.. _ . .. .____ _ L,.,. �..., I I I -��----�� 5 (x105 BARS EQUALLY SPACED.CENTER IN SLAB, Fax:503 244-0417 �-J ,_-. .,•-/.... ._,._17) - ,•.-•1-. __-.�.._. _. _ _— __ _ .. - .. ._ •, •��_.__.._.________._ ___. —__.- _____- ----V S. METAL STUD WALL(PER ARCH.) PROVIDE DECK EDGE FORM PER DETAIL 7155,2 . I I .IF 7. PROVIDE STEEL PLATE AT TOP OF THIS CMU WALL SIMILAR TO DETAIL 3r35_3_MATCH SITE AND SPACING OF H.S.A'S TO CONCRETE SI-AB AND CMU WALL ,II,i..,Y1r.r 0 M. C—0 n , H •0—O.O© ' S. CONTINUOUS ANGLE.LEDGER,SEE DETAIL 16455.1_ 0 _ __ Y +I 9. DISCONTINUOUS ANGLE LEDGER.SEE DETAIL 15/85.1_ 1 I III I I I�1I I 10, 05 xT-0IX THRU DOWELS(�7-0"O!C_CENTER ON CMU WALL WIDTH_ 5/a. 11` f V 2 11. W exTO s. o-o-010 MAXIMUM. ... .•w.,.....1.ui,1......u....�.1.�.u,.�.,.,.,.�,•........0 9 TYP- 114911 4 11 ,11 A 12. 12 1�x4'-0"DIAGONAL BARS AT CORNERS, -� � 13- CANTILEVERED SLABvEDGE) J (5 i ' �J® R A NOT -] _ 3: RFIE11 06,56418 2..-.Tai 0 © II�.�1 R6 - VERIFY ALL CONDITIONS WITH ARCHITECTURAL DWGS. DIMENSIONS NOT SHOWN ARE PER 1 - `l �l APPROVED ARCH'L DWGS. RESOLVE ANY DISCREPANCIES WITH THE ARCHITECT PRIOR TO BIDDING OR CONSTRUCTION. fat — . - � — s� i H H po '.7 FOR TYPICAL DECK PENETRATIONS SEE PETALS 5!35.2,70!552,1155.2.AND 72155.2. vSNsep i, le.vzo ti '�,C} Eu,4.98 `Z' 1 E%P: 6/30/20 - _-----_its H H FI H H !.�____� lA i = T.M. RIPPEY CONSULTING ENGINEERS 7850 90 Rowland Striet Sita 100 1 7.7. Tgar4 Crayon 97223 4r I 1 Phan&(503)443-0600 Pam 15031 443-3700 I 7,4 H • 1 o- - i'+ H H i^i H H iH~----0 a = Owner: 3 JLR 1 it 3 1 - n 720 NE Grand Ave. • Portland,Oregon 97201 3 o--------- ----- 4 H H H H fe--//�5 // /4 3 Project 1 _ '--yy / New Building le 3 s RFI 066 _ f/4,, ,� 1 11106!16 _ r ,c-Tympi;WALL 1 _ i sy 10125 SW Washington Sq Rd. 6 + H r. .i moi J// //-��.,:��. . _ _ _ �' "^k. H /4 p .____ 5 Portland.Oregon © (AI— ��-� 6 A0 - ; IiO.s � .� s" QI TYR_�/ i ! TYP. ' - "Y i ® 131 LJ`'I © .3,-• V .40 RFI011 3:TYP. 3 - O 0 r 2 t- 1 OS10N76 I - ` p xa"; 0 I I 16�r Q _ __ —'I 1 F r; Sheet Title. - 1 72 i - --0 - 0.'" Mezzanine 3 Iw 10.5 _L o, # a Floor Framing © # 9 TYP. r-al Plan - North TYP.AT m • `2 141 11/ C / __lJ �7 r c14u� W i2e14-- -- 'f ca r-10" r-4 6'7$ II 1C ``1 . / /� I 1 / 14 I TYP AT II -- ` A \A WF BM c--- i 1/ ® RFl i6B I 7N1anS 1U05HE I �(` !j `)n RFI 0106 a � 1_J ��, « Revision: 11/09119 i I-a I I _� 018 I c_--, S. 17 CoordinationAugusSet 4 l -1 Set MATCH LINE E �' j , 52.1.3 Structural Plan Review _ 9.24 August 2018 fir ��J _: �l—�� ii , 11 1aia� - 10.Ongoing Changes _—_ _ -a, )...{ H I ,i l----,tea c` i __._._.____,CD x'1'2 Construction Revisions IT-,,,•••. NoiT� • P'AVTI.!UN NORTH 13, 1 ME77ANINE FLOOR FRAMING PLAN- NORTH i 2��' s2,1.4/I SCALE 118'=r-0' ©tea ° TER 115E I•i111/1R NE MK.,Cr 'a RIPPFY CONSIL NG DOWERS iM. up RR[we,. MOO a RJIT N No e,.r�i fix 71•EFour! IM)Tl,AERM459p1 OF TY.WAD' cTti911114c EICW[TRS NC Date 17 August 2018 Drawn by: Checked by: JSC ANT/VI. SOUTH Key Plan Job Number. 116139 Sheet of: S2.1.4 For ConstructUon Set - August 2018 nape nYM„,R15 28 SHOWROOM SECOND FLOOR FRAMING PLAN KEYNOTES: !-TCD 1. VERCO 4220 GA PL1N2-COMPOSITE FORMLOK DECK,(2)SPAN MINIMUM WITH 5)(f TOTAL DEPTH CONCRETE AND•6413-W2.0 x W2.0 WELDED WIRE MESH REINFORCING,AT CENTER.(2)SPAN /kil....mumm 'nn MINIMUM TYPICAL.SIDELAP ATTACHMENT:VERCO A/507 G 7-0"0IC MAXIMUM. 2. VERCO 20 GA 112"PLB-36 ROOF DECK,(3)SPAN MINIMUM.ATTACH TO STRUCTURE WITH HILT! MILDREN DESIGN GROUP,P-C. FASTENERS AS FOLLOWS: ARCl/ITECTDRE • SPACE PL ANNQ4O -AT PERPENDICULAR SUPPORTS ATTACH DECK WITH(7)PIN PATTERN PER DETAIL 1/56.1. 7f�,5)S.W.Beveland.Suite 120 -AT PARALLEL SUPPORTS ATTACH WITH PINS @ 5'oic MAX Tigard,Oregon 97223-8692 ///�� TT /� rr -ATTACH SEAMS WITH VERCO PUNCHLOK TOOL CONNECTION AT 7-0"0)0 MAX. Voice 503-244-0552 l. ) t#1 1 WALL ( WALLO0PWALLOU 3. (2)1/5 x GONrINOOUS AT GENT R OF SLAB AROUND EDGE OF MEZZANINE.EXTEND 6'-0"MINIMUMFair 503-244-0417 7 Y SECTION SECTION SECTION PAST EDGE OF OPENING AT RE-ENTRANT CORNERS. 2 1 2 4, (3)55 x CONTINUOUS AT CENTER OF SLAB AT EDGE OF MEZZANINE. I I I I. �7. I I 7 _ le"-Lv 5. 5'SEISMIC SEPARATION JOINT. 6. ROOF TOP MECHANICAL UNIT.JOIST SUPPLIER TO INCLUDE WEIGHT IN JOIST DESIGN,SEE SCHEDULEI I 2162.3.,. I g I yv� 1 - S 'MIL -__ _ _ 7. BIDDER DESIGN STEEL STAIR.TYPICAL _ -- 78�" * I6 8. (2)9554'-0"DIAGONAL BARS AT CORNERS OF OPENINGS. -Y- W 18x70 IT W 1Fx26 - r W 18x76 -Y '1�- TISTL TISTL n 1 TISTL 1T-0 if' F W1afCS5 l - �- - I7 9. L4x4xY.CURB SUPPORT,SEE DETAIL 14155.7. 10. ROOF HATCH,SEE DETAIL 7156.1 FOR FRAMING. .I I -- - II Tl5TL— I I II I 14'A• '7 id 11. 6005137-33 CEILING JOISTS Q 1'3"OIC WITH MID-SPAN BRACING OF TOP FLANGE. 5 NOTES: _ __ 28k 350200 I _�-h-_ I6 W - HSS 6x�#,. W12010<8a > ; / II ___ I9 vERIFY ALLCONDITIONS WRH ARCHITECTURAL DWGS, DIMENSIONS NOT SHOWN ARE PEA IW 21xM<1r-,(C=/� 1 x II APPROVED ARCH'L DWG8.RE80LVE ANI'018CREPANCFE&WITH THE ARCHITECT PRIDR TO 1* (] J1 ly �k II h BIDDING OR CONSTRUCTION. ow 119 p I ! __. • 0Imo./„ 0 = FOR TYPICAL DECK PENETRATIONS SEE DETAILS 5/55.2,10055.2,NI55.2.ANO 12/85.2. '►- A DENOTES SNOW DRIFT LOAD r0 BE INCLUDED IN ROOF JOIST DESIGN ^'+'--Tk o_ 4 - RE!013 13. ( ;Ie O 'd' ,� oRxco v, 0827!18 ' - 9 !y �a4' r -,7.'` 52 I - - _ T/STL T15TL 256 350200 Q - </p DENOTES NUMBER OF H.S.A'S ON TOP OF WF BEAMS, USE%"51 x4111"H.B.A.IN METAL DECK W! YPy g0• pv1� o �S,u A ,r-0!e"\ / ,r o ,' II IuRltm J6'y"TOTAL DEPTH CONCRETE ANO "6 x3 Y�'H.S.A.HS !N METAL DECK WITH 5Yz"TOTAL DEPTH 3 3 3- II I WALL CONCRETE.REFERENCE DETAILS 3155,2 AND 4/55.2, ® II SECTION '1.9,': E/.5t)/7 tl P' W,Bx35)C=1Ys") I r TYP AT II I; 20 1 1 1 ,sr, BEAM II I' \T/STL bt In Wix55<329 IlM*LW��"E''..- ' - :, I J b. • __,55"�_--� --- 2L P . (C=13") f • MIL / _ _ \ T/STL J I 71'-0 11-03;" �____—_� T.M. RIPPEY 28635020D CONSULTING ENGINEERS — • © �] 7856 Sx Bays/and Sheet.Site q0 S_ U [�_ 16Yr Oregon pp N ,8. Tigard.Or 97223 °' ni -q SECTION GN N - '7 Fes:55031 443-3700 Phone 503 443-0900 �`c' L' la�j _ - 28k 3507200 k — 3 . .--.11,,1— f / 286 3507200 i' W21xq5<32> I I!C_w114c6>_;: .! I n ----- 22 -3I.I.413,9") 25 PSF _ e' I -) Otwmr,r, c - RF�3 t ' • ® ' 366200 7 ', JLR l 06127198 m' ei ': ,, SECTION E) WALL YNE RFk N108 A U e�U _ I �y K O'( N 11!08'18 3 f 3 A - A 28k 3507200 N T/STL //,,,�,� I �Q 3 o : 14'-0" w <4m f w u to._c 286350/200 ——-—- —- 720 NE Grand Ave. =7 Y,") MSLti ., j Portland Oregon 97201 T/STL 77571 m YlBTL ,1'-0%" \ / 11'-0%'. T/5TL I 153- W1fi��i •ctA> W 15954<1 B> ___II/ 15'5' RI W iR72R<i Aa 28k � ^ g — AI L'f 3 17r....:::, n 3 3 - II < • II__ W tbE22<,2> __II 28k 350f100 PTOjLCI: (2"; V V 1J' ..... . \ e m '� m �` m - - - 6 m N p New Building 3 � rlq ==avi==-�° * ' I --- : 7 3 33 3 i rvP_x- „=--y ,-, RFI Mia 2Bk 3501200 0827118 11 l I k = II I I 3 I f TYP 13 1 I iTh i �yJIM d I I B W 21x55<1 b(C=t'i— ,- 12x4 LL� f,Ox35 X249 -W 21x44<30> �` W imCB<1Ba I,s W 21x44<30>. (Il !14,,P _ W 18x55 _ _ - 21 •_ _ _ 9S {3 y TISTL r15rL > \ nSM 10125 5W Washington Sq Rd. " HSSBxBx�/�• REI 013 �.J 155' / 7 I 9 0 ` 15'3" 15'5" Portland,Oregon 4,,,,1� 5 OB27riB Y- - 1 TYP. t.>. HSS --..3 28k 350200 ti", TIP. �� Or-----Ir 1 12 "! B 4,/..8x10 I 1 1 W8910\,' I ?l yP X X £ I I a k X 1 X X X X k S'° 28k 350/200 • Y I II II II , y 11 N I N N II r I I! Ek i V O — —Cf= O O V V Ion CV U —V U V 4 4 4 L_ a n a a a oF. sheet Title: - I I - N N, 2811 , I, Second Floor • ! A i 'I A _=== it �_-:0 A A ®e .35 Framing Plan - I3 i 3 3 3 k i io 3 ----3n II _ TYP. $ $ $ 3 TYP. 3 _ g • ;' B O 1 _ - 0 South TYP. . p_ •===« ', W -1a - 265250200 li i_l/dg_ _o ./1\ � T 'MIL iAl Ir I vl ,a'S fp f �] I `-W 27x64 c36�(C=7 Y") p L P W27984<3a•(C»1;I i W 18935 „ f I I IL • I{ -Id ~., l w 1695<18> 1) �'i ! 26 \TM% T/STL I 15-5“ 4 . 4 ) 15.3. . 7. WALL WALL LLI SECTION : : SECTION 8. 17 August 2018 ,It-x 32._ .� z L - L /L 23'1" i. 2g,_9. 14'8" p�� ._1.� 47-1 ' RCVI510[L4 I . _ . 209'-11" LLL • 9Coordination oordi atIon Set 18 Q 0 �OC 0 IStructural Plan Review 10,Ongoing Changes Construction Revisions NORTH NORTH t SECOND FLOOR FRAMING PLAN-SOUTH 6 7 8' 52.2.1 SCALE:1 =1'-0" / PAviLJON 9" CENTER NESE 000543 AYE INE RRGPa15 Of 1N RIPPEY CGNSAISIG EN3RELR5 INC RIa 14 DC leg OM dI R[P,ticaau RI ANY YNIKR MDT MM ME PRDPO NlirraN PERY115SON OFS 1. RIPPE"'10,1511.11.GEL10,1510,1511.11.TENW3511EER5 INC. Date 17 August 2018 Drawn by: Checked by: JSC RNT/VL SOUTH Key Plan Job Number. 116139 Sheet of: For Construction Set - August 2018 !±LONIIE 28 n SERCE CENTER �C.')� C (f) SECVIOND FLOOR AND ROOF FRAMING FLAN KEYNOTES: 0 151 ar• 1. VERCO N20 GA PLW3-COMPOSITE FORMLOK DECK,(2)SPAN MINIMUM WITH 615"TOTAL DEPTH Yil 1- CONCRETE.REINFORCE WITH 74 a 1'-E O/C PARALLEL TO DECK FLUTES.93®7-0"0/C 24 3p-0» n-4-' 24' 30/ . .. 224 .I PERPENDICULAR SEE 14/85.1 FOR TYPICAL REINFORCEMENT PLACEMENT. TYPICAL SIDELAP ®RFI/706 - ATTACHMENT,VERCO'VSC707-(T'0/C,MAXIMUM. MILDREN DESIGN GROUP P.C. 11/06(16 • 19'q Ile' - -- 2. CARWASH ROOF DECK,VERCO 20 GA.1VY'PLB-36 ROOF DECK.01 SPAN MINIMUM.ATTACH TO ARCHITECTURE • SPACE PLANNING N c j j STRUCTURE WITH HILT!FASTENERS AS FOLLOWS', B I r J �� 7650 S.W.503-49-0552 k 20 MATCH LIN L I( , AT PERPENDICULAR SUPPORTS ATTACH DECK WITH 7)PIN PATTERN PER DETAIL 1155-1 Tigard Oregon 97223-W92 - �� `- .." r111tr1/M C` /: 92.2.3�■ -AT PERPENDICULAR WALL LEDGERS ATTACH WITH DOUBLE ROW(7)PIN PATTERN,SEE DETAIL Vole.503-249-0552 1. Fax:503-244-0917 �ig-µ� w1ax35<2a>ICY.) w21E55<34>(CAI Y,-) w1635<2o>Ie3:t ILw21x44n6>(CY;'IJr wlerel<i�(c=k') / 07.2.2 �/ "�-------------- I ft , f +1 ,� -AT PARALLEL SUPPORTS ATTACH WITH PINS Q 6"0.'C MAX {1 8,$ C > -ATTACH SEAMS WITH VERCO PUNCHLOK TOOL CONNECTION AT 7"6'0/C MAX TYR' Sl „ �1 A // 3. BIDDER DESIGN STEEL STAIR,TYPICAL I Ark I I II 11/ . / 4. CONTINUOUS ANGLE LEDGER.SEE DETAIL 16/55.1. •� / c. / S. DISCONTINUOUS ANGLE LEDGER.SEE DETAIL 15/55.1 ® "1j "I II �i ii '� "Ti cr � �i °��` / 0. CONTINUDU5 ANGLE LEDGER,SIMILAR TO DETAIL 18/S5 1. RR 0704 O u L> u o o cl cat O O / / 7. DISCONTINUOUS ANGLE LEDGER,SIMILAR TO DETAIL 151S81- Y 11/08/18vetle O A A A A A A A A A v v v V V V V { ! 8, CONTINUOUS ANGLE LEDGER,SEE DETAIL 3661 11/08/18 t © ' 9. DISCONTINUOUS ANGLE LEDGER BETWEEN JOISTS,MINI,, - 3 " e(LLH)WITH k"0 x 4" { / EMBED.GALVANIZED THREADED ROD ANCHORS USI IL I•x ESIR PACED a 2'-5 01C - 3 3 3 3 3 3 : 3: 3 1_3 i ` MAXIMUM.SEE DETAIL 7166.1, L . 6 /. S, j 10. HSS BM4x3/e ROOF JOISTS(LONG DIMENSION VERTICAL)SPACED a 5-0"OIC,MAXIMUM i"t -- I` C11-: ---- { / 11. 10005162.68 BOX HEADER.REFER TO DETAIL 13/86.2 FOR CONNECTIONS. �' 41 I 1 �`" / 12ill . CABLE VEHICLE BARRIER SYSTEM PER DETAIL 13/55.3. LOCATION PER ARCHITECTURAL T/STL- 8 T/8TL4 ` 12-035" 13,6 NE dt. W.8x35.20.(C=7".") W21x55<A>(C=1$(1") W�8E35Q0>)C=/A") 11 W21x44 78>(C=392"(`x`:. W12t/4�'.J rip- DRAWINGS. UN-.c4Nte� 4 --- --- =- - - -• •1 I ��w l 1, - 'Y �-ZIA 611 --- ------`� 13. INTERMEDIATE CABLE BRACING SUPPORT.LOCATE OVER WF BEAM PER DETAIL 14!85.3,LOCATION .e.Tzo C WASH I j PER ARCHITECTURAL DRAWINGS. -7- 11. © I 1 \ 6 I A / 14, W 12x40.LOCATE UNDER CABLE VEHICLE BARRIER SYSTEM- me..v-T TYP. 1 m TYP_AT BM/WALL w `>I 15. (2)ft5 x4'-0"DIAGONAL BARS AT CORNERS OF OPENINGS *0.!. 211.,III �f 1 INTERSECTION 3 /'2\'` ti[eJ0� 1 p (3 NOTES: -•-11 ramie _ I.: �I �' ) '� I'� `�I /�, EXP: 6/30/2() I u V U c5 U u II u { / VERIFY ALL CONDITIONS WITH ARCHITECTURAL DWGS.DIMENSIONS NOT SHOWN ARE PER Y 510.' A A VA A A A A A A A l l A A // APPROVED ARCH!DWGB.RESOLVE ANY DISCREPANCIES WITH THE ARCHITECT PRIOR TO TYP. , 0 v V V 1V V v I �pV v / BIDDING OR CONSTRUCTION. MIL I y I I V U SEE ARCHITECTURAL DRAWINGS FOR TDP OF SLAB ELEVATIONS.TOP OF STEEL IS MINUS V. A 17$ m X µ TYPICAL UNLESS OTHERWISE NOTED. • 3 3 3 3 3 3 3 3 3 3 3 ��I ��...,,, _ I //// - FOR TYPICAL DECK PENETRATIONS SEE DETAILS 5155.2,1N55.2,11155,2,AN017/85,2. T.M. RIPPEY H) O I - <':P DENOTES NUMBER OF H.S.A'S ON TOP OF WF BEAMS. USE kTe x435"H.B.A.IN METAL DECK W/ CONSULT]NG ENGINEERS I 1 ! I rvP61y"TOTAL DEPTH CONCRETE AND 3.'1'0 x3 Sy'H.S.A.IN METAL DECK WITH 5)'z"TOTAL DEPTH7850 9'K BeLaItM SkOd Sulh 100 / k II CONCRETE REFERENCE DETAILS 3!552 AND 4156-2. Torr*Orow 97223 ._�_ - _ ______-_ - _ L.-- W'8B30�(C=.;) W 21x55 cra(C=1 ye") W.BASS QO>(C,-.i --tW 16x.1 c14>(C=Yz"y- /�/ �8- - .-•_-REPRESENTS GALVANIZED BARRIER STRANDS(GBS). Plate(503)44'!-.'1800 10 : I r 1 I .' I - --- 10 Fer(5m)443702 > LY y A i'f'r 0 EE ., :�/ mX TYP. fC, 1,- r,..) i .��. "'� TYP. U �ti c,�'i tL tom',//, f A A A A A A A ......71::""--,,........„! Ai. 6 •rr SERVICE CENTER DRAG BAR KEYNOTES: /LI TAM v17 13'x' 13'A Ne" . O A \ ` 1 1,',, m-, -. / 1. SLAB DRAG STEEL(1)N6 FOR EXTENTS SHOWN ON PLAN. BAR CONTINUOUS THROUGH JOINTS. UV/11P[': TVA. '2e`ft Ae- 3 3 O 3 3 3 3 3 3 \ 3 r ® / 2 SLAB DRAG STEEL(2y N5®0'£FOR EXTENTS SHOWN ON PLAN.BARS CONTINUOUS THROUGH �� B RF11R0 Nw JOINTS. I ?� -�I, 09)18(16 'J1/ 3. SLAB DRAG STEEL.(3(85 0 0'8"FOR EXTENTS SHOWN ON PLAN.BARS CONTINUOUS THROUGH /' ® © "a P JOINTS 1 ,,... ....„, " ;r�` , ` TEE 4. SLAB DRAG STEEL,(4)05®0'C'FOR EXTENTS SHOWN ON PLAN.BARS CONTINUOUS THROUGH W.8x35<18 (C-.4"4") W 21x51 c32r C=1" W 21x44<14>C=Yz") • JOINTS. 11 "T------ ----"--- - �'C j r ��- •A;:- \ GiYi: T / 5. SLAB DRAG STEEL',(51N5®0'{i'FOR EXTENTS SHOWN ON PLAN.BARS CONTINUOUS THROUGH 1-f FIF Q rill ` �a3• m / n JOINTS, A n 6 g q l 8 / 1� �► /y3S , /\`J 6 SLAB CRAG STEEL(2}07 @ FOR EXTENTS SHOWN ON PLAN. BASIS CONTINUOUS THROUGH di G " JOINTS © ''I 0 v H {° .;?,--01:4 `` / / / / 7. SLAB DRAG STEEL.(5)17 0 u-6"FOR EXTENTS SHOWN ON PLAN. BARS CONTINUOUS THROUGH 720 NE Grand Ave. TYP- �' e I A m, d ci ` ' ® JOINTS. Parham!,Oregon 97201 _� I��}IP IyIyI1 - 10 Ei - _ ,� L �+ .> - m 8 �2r • / B. SLAB DRAG STEEL,(6)R8t2)0'E'FOR EXTENTS SHOWN ON PLAN. BARS CONTINUOUS THROUGH 7iSTL 11 15 I .-...,-.::,,,'7 ,d' • v cry eaq� �� JOINTS 17-8" i. 1 S °i V 3 © . 118 ti is J ; 3 m e ICN , �; B SLAB DRAG STEEL(2) 85-8"FOR EXTENTS SHOWN ON PLAN.BARS CONTINUOUS THROUGH V v . v _ LL a0. 8w e" �r` JOINTS. S--- ---- x= /y.-,y ;y j.�.��,/ryp.�` \ S 75 V I t v v V ? a ` 10 SLAB DRAQ STEEL(4}it6 0 0'A"FOR EXTENTS SHOWN ON PLAN.SARS CONTINUOUS THROUGH T� s �+ E� --- p 4 /rr. ivl 4 `�_ hTA_ it JOINTS 10 k.,0 3 3 3 j i ` 3 3 3 lit/ """ q 1 `� ///r Project: ) SIM. III. j n e `� a �>� New Building B % I Ai 3 mk 8W`rxss3 ` '---"%:.•:,.,,,i7.'� f /%/ •:i/iii•. a h ♦ a iv 12 _ �'-�. _*ii iii,rii/,/ w21x4.�24>(elf•} w <1m /c.� . // l� r L 1 : O/ h p r/ m a s a a s 2: /, wr 3 '4'7_, / ELEV A 1 'v G i i G 0 ��y�r� a� `.�* v� 10125 SW Washington Sq Rd. lif HO O, O M 9i O P a TVP. A FS A 3I / A , :1, ` Portland.Oregon A 3 3 A 3 3 3 3 ! RFI AB3 �'/ 8 ` . '''.e 3 I 0 16)31/18 , q \ / /. 0.._,.._ - ------- I W,8x31•14.(C 11 f __W21x44e16>C=1"--- f �7 t�Q..9.ke @ ]y �C a � / // rte, - 1 I W1274 f!. 4 a v `r .5.-_, ` / r iii 1 7 P © 1, �" I/ SF4, Sheet Title: TYP.BM 8 8 1 0, .:w - I!WALL v • G v 1 ill L. --, .;/� `^� d1 -IP rd'7 ! INTER- Second Floor m A }SECTION 71 1 3 3 ?-11 . "� ' *�, /, RFI 41104 „ 3 3 3 1 TYP-AT - 3 crh � '`_` , ; Framing Plan - limns 111,-11 1PARTITION ', i 1�, / S. Center WALL //,��:/� � 4 w.691<14>Ic�,1 wz1x44,i�Sc=1I /1 /*-1'J Tho mss, - H-+: •/i - �b r 1T'/ . 7 O ' } \ I ag W1j 4 I �® ,.,� "/ �"e� / --.4.•,•741� r i f/ © II \F./, :1 a - rl t. © II �:�:,. O l , : -�- • - ..14x43<1b //i:; \\ ® I wN / ! Revisions IS it :..�.eenairsorowso sorwei ..•--i1° 8. I7 August 2018 �L7 m HSS 6x�c3/, eQ $ U RFI �� m r. 0r % ,/r Coordination Set 1 11ra61e rvP I r4+eay �� y� 9.24 August 2018 ELEV. TYP. 6 m a �� J'.-. t3 / Structural Plan Review / 10.Ongoing Changes RR 040 TYP. rrS6rrr k'2r,; B i' / Construction Revisions 08)10(10 t r0i ' / NORTH 10 TYP. v\ re., j / 01110 ,, -,--4:6.-,-;;_.,._,..N.. .,,,.-- L.,..., S`s \ irr� Brsx� `` /� t RF® Z�r 12 / / PA VILfON 09/78/18 / --- NORTH Cl., FU `a �. ~ �• ".:EN ©rte Oh SECONDFLOOR FRAMING PLAN CENTER 4 74e �� MI wort a t, titzTiNA BALE 116' -o. M A �/ RFI4:13 40 NM A 1 OM a!IMO= P.M. awn 01.111 C. HRIT II narmt 141a119Ltr a 1x WRIT =The wLexne,00I4Fos rc raj Petr. 17 Au¢ust 2018 /, Drawn by; Checked by: , 1: N ' • d3SC RNT 1 VL i' SOUTH Key Plan Job Number. 116139 Sheet of: !± BERI43S For Construction Set - August 2018 28 //�� SERVICE CENTER („), T `LJ `ST `r J () SECOND FLOOR AND ROOF FRAMING PLAN KEYNOTES: l-(_, Tt�T� 7 1. VERCO 520 GA PLNrJ-COMPOSITE FORMLOK DECK,(2)SPAN MINIMUM WITH 6 Y="TOTAL• DEPTH I I ./11. ......... .-•••-•• CONCRETE.REINFORCE WITH 54®1'a"0/C PARALLEL TO DECK FLUTES,a3®7-0"O/C _. 24 i. 30'-0" __ l 23 i 244}• f- 3047 - 27'� I. REFER TO KEYNOTE T3'ON PERPENDICULAR.SEE 14165.1 FOR TYPICAL REINFORCEMENT PLACEMENT-TYPICAL SIDELAP l 66 ATTACHMENT'.VERCO-VSCZ®ZA-07C,MAXIMUM. 1g_,118• SHEET 52.1.3 FOR SLAB-ON-GRADE MILDREN DESIGN GROUP,P.C. fI'I 2. CARWASH ROOF DECK-VERCO 20 GA.t 177 PLBJ6 ROOF DECK(3)SPAN MINIMUM.ATTACH TO 0 ( TYP,AT EL.EV 1 I •RF1505 I STRUCTURE WITH HILTS FASTENERS AS FOLLOWS: ARCHITECTURE • SPACE PUNNING SW coNc.WALL A TYP. o9rasrt8 7650 S.W.Beveland,Suite 120 RFI R29 -AT PERPENDICULAR SUPPORTS ATTACH DECK WITH v)PIN PATTERN PER DETAIL 188 t, Al ® I 1 I ® I Tigard,Oregon 97223-8692 JT737 09RIY18 I{ Q AT PERPENDICULAR WALL LEDGERS ATTACH WITH DOUBLE ROW f7)PIN PATTERN,SEE DETAIL �T `,..-- - I71 ■ _ 07/3 N, 1166.,. Voice 503-244-0552 7731716 FaX 503-244-0417 CHI �: ,-..-..-----_ ..:;�. � - .�...:-.. - _- .e�,- 'I.- �+- -ATTACHH SEAMS 115TH VERCO PALLEL SUPPORTS CH WITH PINS a V'UNC OK TOOLC OIC MAX. �.N1= - - - w • CONNECTION AT YA'OIC MAX. 7 L1 C) • • 3 BIDDER DESIGN STEEL STAIR,TYP © I I w •• 4. CONTINUOUS ANGLE LEDGER,SEE DETAIL 18/55.1. -L_ .^ __ _ ___]-L^____ W124144>(C%'%) - W 18x35<20>ICa1Yi) W 12719<10>(C=1") • • S • 5. DISCONTINUOUS ANGLE LEDGER,SEE DETAIL 15/55.1. gO u -T-� __-_-V ___ U _-- _a � - 16. • TYP.AT . ' 6. CONTINUOUS ANGLE LEDGER,SIMILAR TO DETAIL/685.1. RAMP 7- DISCONTINuOUS ANGLE LEDGER,SIMILAR TO DETAIL 15,55.1. A A A A A A A A II V 9 DOWN, a 1 `� PDwN': RF®7 v v V v v gyv I I TYP. W v . 6. CONTINUOUS ANGLE LEDGER,SEE DETAIL 3136.1. i eena 14 i r- , • t= m` ryu m �E I+'H W 12%14�IC*•) N W 15X35 QO>IC=1Y"I w 12x19 c10>(C-1") c 9, DISCONTINUOUS ANGLE LEDGER BETWEEN JOISTS,MIN IIA L.S a(LW)WITH x 4•. EMBED.GALVANIZED THREADED ROD ANCHORS USIN HILTI ADHESI 1 SPACED a 7S"OIC _l 3 3 3 3 3 3 3 3 3 , A 3 • " ! .. MAXIMUM.SEE DETAIL 2136-7. V-./1 0 ryp_ , RFIr30 A LS SiQ , „•• • . .. . 1 ..•• • 10. HS$814x�e ROOF JOISTS(LONG DIMENSION VERTICAL)SPACED a 8'-0'07C.MAXIMUM. ,I 0riN20)18 RFI Rig RFi 11'104 0 w I ; 11. 10006162-66 BOX HEADER REFER TO DETAIL 13/S6.2 FOR CONNECTIONS. ?I 3 I I 08720'18 11108ry8 TYP. I • • • ///�VW�� I all ,' 12 CABLE VEHICLE BARRIER SYSTEM PER DETAIL 13/55.3 LOCATION PER ARCHITECTURAL [/', _-_-_-_-_-_-_-_ 078x81��ICa,�9 ,� 021x55 c16>ICx7e'} (....."7....---.. wa%.•%//T/////7//////11/1///r-y///////f/f!/////,<!J�!1!1%.%//%1Relb/////i////////////f///////!11////////;'L'-��.�.r---�..�- 2 OflAWINGS. �1Ns / `2r r - 18031<18>C �-- 13. INTERMEDIATE CABLE BRACING SUPPORT. LOCATE OVER INF BEAM PER DETAIL 14755.3, LOCATION 15.0/A ■ ( -i I '✓ w��tii�_i�-i�"��,-iii `.rti.itJ`J�i.��.. 44---_@ � �I �-�` PER ARCHITECTURAL DRAWINGS. �p_n_(J -7.),--Lp__-_0_ /4p 4 aa ^ ^ A • ^ 8�' 4 A 88 9 QQ Ail QQ 4 14. W 12440.LOCATE UNDER CABLE VEHICLE BARRIER SYSTEM. '\^^'�'^ "'+'"-T4 4 4 C: t-1 ii 4 m 9 m +� ®v ro y 3 C • 10 y V 12 Zoe:: nlyv $N7. 7 r r 7' 7 s 15 (2)15x4'-0"DIAGONAL SARS AT CORNERS OF OPENINGS. t00 O� � A A tS' dS A dl A A F A !tl A A A 61 14 A NOTES: Tufn��, ( ' ,3 5 3 15 3 5 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 s6��// EXP: 5/30/20 VERIFY ALL CONDITIONS WITH ARCHITECTURAL DWGS.DIMENSIONS NOT SHOWN ARE PER r� - - - - - - - _ W.6:4'6<14>(C=4.) W 21x44<�-.(C=7 ye') W 16x31<14>IC=.B"7 I I W 18M35<15>(C=a'1 W 21x41 Q�(C=7 N.") W'131<14>(C-/') I n APPROVED ARCHL D4YG6.RESOLVE ANY DISCREPANCIES WITH THE ARCHITECT PRIOR TO r� �3r I �3J BIDDING OR CONSTRUCTION.WI - AK • o! - SEE ARCHITECTURAL DRAWINGS FOR TOP Of SLAB ELEVATIONS- TOP OF STEEL IS MINUS 6 Y-," - Fg I TYPICAL.UNLESS OTHERWISE NOTED. - FOR TYPICAL DECK PENETRATIONS SEE DETAILS 5/66 2.171165.2,11196.2,AND 17155,2. T• JiJ I'YE Y qb DENOTES NUMBER OF H.S.A'S ON TOP OF WF BEAMS. USE 1"0 x4 j¢"H.S-A.IN METAL DECK W/ CONSULTING ENGINEERS t}, if k 17 •47 47 77 .�� 7 If ,y ,� x 6!�"TOTAL DEPTH CONCRETE AND�/a"O x315"H SA IN METAL DECK WITH 5 Y�"TOTAL DEPTH 7650 Ss Be/N.r,I SIrasI,RAe 50 3 t3 CONCRETE REFERENCE DETAILS 3165.2 AND 4/55.2. gyp,, O U u u U u Y u u U u ETgorq Or 97227 4. ---7.4 q v A A A AA A A A A A A A A A - ^ - . • .•REPRESENTS GALVANIZED BARRIER STRANDS(GBS). Phone(503)443-3800 III .:+1 v V V v v Ti Fax(503)443-3700 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 IIIIMMINNION RF® 07131716 iill Mr �-I -- - - - - - W 18073<12>(C-,...i') W 21:55< >(c=t f1") I I w.E0135<20>{cam;") ,"1 f wlzlxa4<ts>;c;l I I W 21)655 n4>(c=t K^) r. w 21x44 n4>fc=!5y - SERVICE CENTER DRAG BAR KEYNOTES: /-41 leo (8\ f I. SLAB DRAG STEEL:(1)N5 FOR EXTENTS SHOWN ON PLAN.BAR CONTINUOUS THROUGH JOINTS Ow INCL: ,15 TYE. TYP.+AT BM/WALL 2. SLAB DRAG STEEL(2)46 a 0-6"FOR EXTENTS SHOWN ON PLAN. BARS CONTINUOUS THROUGH INTERSECTIONJOINTS. JLR 3. SLAB DRAG STEEL{3);15 0)0'-0•'FOR EXTENTS SHOWN ON PLAN.BARS CONTINUOUS THROUGH U u li U c� 8U U u H c� O O O v LI V /3 U a. SLAB DRAG STEEL:(4)a'5 Q 0'-6"FOR EXTENTS SHOWN ON PLAN.EARS CONTINUOUS THROUGH 4A A A A A A A A A A A A A A A A A A o JOINTS. Ip 0 v ti Y x v Y v v iV 5. SLAB DRAG STEEL.-(5)AS a 0-6"FOR EXTENTS SHOWN ON PLAN BARS CONTINUOUS THROUGH TYP, - .- - -, - - fig. - - 6. SLAB DRAG STEEL:(2)N7(Q 0'-6 FOR EXTENTS SHOWN ON PLAN.BARS CONTINUOUS THROUGH t6 3 3 3 3 3 3 3 3 3 3 1 3 p 3 3 3 3 3 3 3 3 3 JOINTS. I 7. SLAB DRAG STEEL:(5)57 0'E"FOR EXTENTS SHOWN ON PLAN. BARS CONTINUOUS THROUGH 720 NE Grand Ave. : - 52:j. D, Portland,Oregon 97201 / SLAB 6. SLAB DRAG STEEL:(6)Ir8�7-6`FOR EXTENTS SHOWN ON PLAN, BARS CONTINUOUS THROUGH W.8x35<20>{C W") 21155«(C.1 34") W.6035<20>(C--....'") K21x44<1P(C4:1(') x5 ') W 215 o.4>(Ge,IS") W 18x31<180(CI),,") JOINTS. - • 5• ---------------- 1 I,I a /- / 9. SLAB DRAG STEEL:(2)66 a0'-0"FOR EXTENTSEHOwN ON PLAN, BARS CONTINUOUS THROuGH :I1 $b-0, v JOINTS. 0 A 'f_SIM.--- y % 10. SLAB DRAG STEEL:(4)aS QOA"FOR EXTENTS SHOWN ON PLAN, BARS CONTINUOUS THROUGH O JOINTS ELEV. Mr 0 / 12 1 - _ _ _ _ i. - - - - _ 6® -, 3/ Project: 44,1 O A A ¢ A A A A A A A L A - A A A U3• 7 1.7 su i © �'� New Building 3 3 3 3 TYP. 3 3 3 3 • 3 3 s/ • 2 // ,� r ilia ,!/ SIM. ./ H /,‘_-:::- _,-...:-.... 30,1, r w,1nr15c1o>(c+:") F �ztx55�>Ic.t>b ..Ix55�34 (c,$':, �` 10125 SW Washington Sy Rd. CD_ - - r- - 1; ;r® mara �r�! ,' .^.i.,, ,.> �iiii, ; // - 11 % - - -0 Portland,Oregon Ir J r.------) - - _ ..., _ k- „_.,r ..„,r ,.. r. r', - - SI a A " A A A A A A A aim. 3 7 A A A A A n A !� ® Sheet Title: yyV YYp rc eepy7 rr V gyps V v +v 9v gv gv �ppY fig.., qVp ,•� - m 6 6 471 m 'H TYP.BM °!° m 4' 4r 4r •3� ® B 1' Second Floor 3 3 3 3 3 3 113 N 1 3 3 3 H •_ 3 ; „ Framing Plan - . } 1I 11 II _` / SECTION TYP-AT CHU y \ Li m ;IE PARTITION N --- ; North 2 ' WALL ``Y. `I 7,, 7 _,+ W 8x35<20>(C..-:) I 021x554=IC=1 -' -��1_-____.W 18x35 GN>(C )")_- __Fal W21x44<16>(C>ji") W21x99o32>(C-t Y2)^ ��Ii1. 0 __-_ n EFY r. V V rri U U U O U U U U 1�1 C_ J • 'll �I,L/1 ` / `�//' ,y� IT 1)`1 A A A A A A A A A A F.'r;.A• CA7 A ' v �G L[�V� lie A I/ V 4 V Y V V tI /1 `Y - Y V ,N, ons RFI N106 IPBE 6 / g• - 1.L��] 1 /��' 11/06618 3 3 3 3 3 3 3 3 3 3 3 3 I I 3 LZi 8. 17 Au ,E I __- 3 B. 17 August 2018 I I I -- i r, Qe Coordination Set MATCH LIN I L_ -I; /J 9.24 August 20)8 . I I ' ii 52.2.3 Structural Plan Review �___ • w1s31n2> IO.Ongoing Chan es /� w18435<20>(C�") 021x55<3e>{C=11),") 018x35 c20>(C=yi") ILA 21,04<t6>IG')J, , IC=)4") // 32.22 g >; ({:F-___---_-_-_-_-_ 1 I I ^ II I� i I .. • I I yNl q'�' r __-_ (q Construction Revisions NQRTI+ 11 • PA VIL ION NORTH r- 1, 1 SECOND FLOOR FRAMING PLAN-NORTH a 2 a' 6' 2.2.3 SCALE:1/6•'=1.47' �� . ©mi. e6"n" "}aa CENTER ITEM 111,1005 ME ME PROPOS11 CP TA RPfR COAMAPAZ CAMEO'S MC. MO ME 10116 a MED 1!u AICTJUC M VIl MAIM ESCVT MM Pt/0100* M 11IEM PERM54Ee/0 1.0.COMET 1N401G 1I0/EAS.IC Date 17 Aufust 2018 Drawn by: Checked by: JSC RNT/VL so. ,,, Key Plan Job Number: 116139 Sheet of: S2.2.3 For Construction Set - August 2018 T4E)OBNUMBLR'fine 28 SHOWROOM ROOF FRAMING PLAN KEYNOTES: i x 1, VERCO 20 GA 1 117 PLB-35 ROOF DECK.(3)SPAN MINIMUM. ATTACH TO STRUCTURE WITH HILT! hq .0... • FASTENERS AS FOLLOWS: -- -AT PERPENDICULAR SUPPORTS ATTACH DECK WTH(7)PIN PATTERN PER DETAIL 1/58 1 MILDREN DESIGN GROUP,RC. -AT PARALLEL SUPPORTS ATTACH WITH PINS Q fit:OIC MAX. ARCHSTECTIA01 • SPACE PLANNING -ATTACH SEAMS WITH VERCO PUNCHLOK TOOL CONNECTION AT 2'-0"0/C MAX. ry 7650 S.W.Beveland,Suite 120 SI 2 HSS 3Y3r)',s W .ALL BRACE C 5-0 0/C W Tigard,Oregon 97223-8692 Al a er SEISMIC SEPARATION JOINT_ Voice 503-244-0552 TT WALLWALLO {� WALLOn 4. L 3Y3 a WALL BRACE Q s'-o O c Fax:503 244-0417 TSEC��TION 8 SECTION Y WALL Y ® 5. L 4x FRAMING AROUND SKYLIGHT PER DETAIL 7186.1 RFI N1 6- ROOF TOP MECHANICAL UNIT.JOIST SUPPLIER TO INCLUDE WEIGHT OF UNIT IN JOIST DESIGN. SEE 7. 7. 11 9 I 7 j i 10!03118 SCHEDULE 2/62.3.1. Y Y--- - i --- ----- - ------_-- I 8_ W_8010 CU SUPPORT SEED AIL 74788.7,SIMILAR BEE 71$5,1 FOR WF BEAM TO WF BEAM .,._..,.= lamm y-. .- — �_ I HOISTBEAM_ F� 10476(C=1 Y") __ W 1MQ$ - __ f . W 18x76(Cr1 S'i) I L�_ - L6 B L ACHM .711_,= T/STL Y TlITL BELOW I TISTL T16TL/ i' Y' NOTES CURB SUPPORT.SEE DETAIL 14!$9,- RF,,41.56 308• 0 0 3141• II A 1 I 3114, 0 30-10' 1 —_—_—_ —_ 17 10/03118 ® Tr II• 11 I RFI*13 W 24002 104 350200 , 1 W 24482 . 'E.g. - VERIFY ALL CONDIThONS WITH ARCHITECTURAL DWGS. DIMENSIONS NOT SHOWN ARE PER 06127/10 /� II I M' .h. APPROVED AR CHL DWGS. RESOLVE ANY DISCREPANCIES WITH THE ARCHITECT PRIOR TO t�1 II I \ `- - - BIDDING OR CONSTRUCTION. 18 r__'b l "\1 _u L IB W 12;40� - atm DENOTES NUMBER OF H.S.A'S ON TOP OF 44F BEAMS. USE 3'i'G 44 k2"H.S.A.IN METAL DECK W! 6 Y"TOTAL DEPTH CONCRETE AND "0 43X1"H.S.A.IN METAL DECK WITH 5 "TOTAL DEPTH 1 171li , 30k F I w 70k 350200 n 99k 350/'100 - CONCRETE REFERENCE DETAILS 3/55.2 AND 4155.2. 7:01.!k .,,, 3 F 3 3 I r 9,72 ry ® i o� �, vr _5..,_ RFIx13 A. 30k350200 10k350200 i 30k806r200 '7 G ro9 a a 08/27146 oo ® ( 9y fy 2a.t0/ O' J dl 4 r3F TYP. TUH P 3 3 I EXP: 5/30/20 30k 350/200 100 350200 31*350000 I t 1.: v,,12,,,a,4c , \. 25'-10" 30 7' in 21 UNIT 5173 WEIGHT(My'' — — — — (CAPACITY 'L w T.M. RIPPEY 30k 350200 10k 3505200 30(35020p CONSULTING ENGINEERS ��_� 15T ad' 7-r' 2,260 Mk RFI x73 c-: �y[ 70508 On�laI41 Sheat 91I1e 920 h X 277T8- "- g WALL • $ f I y 7,57 0'•7 3'-11• 1.100 TIM(*Non 97223 m 3 RECTION I TYP, 16 IEs OT Q'-11" 3'-11" 020 Fax L5 413-3700 hkh # 3 3 4r '?-4- c� • 301(350/203 TOk 36TY20D 30k 300200 ig 5r 0'•11" 311• 820 3 4T 0'-77" 3'-11' 720 3T 8'-tt" 3'-11" 720 W 12414 300 350800 70k 3501206 30N 350'100 h I TlSTL Q � � RF® n�..4►� •.�t O THSTL ® MECHANICAL 3D8 0.U441_(-. 1o1oa11e155 6 Da►� as"1° in, �` yy0, 4�,��•.�� ei �2�, UNIT SCHEDULE 7 -o, ri x .1 0 300 350/200 100 350/200 30k 350/200 3 52.3.1 Owner. I I "---� JLR 4.. RE!013 o ' 0 I A I 0A 7. V OP 0687118 ®:' RFI 556 • WALL 1 fA ii ® :r�i 10'03/18 LI*. 401;•� 0 SECTION p4 3 Sok 350r200 wk'lkA��;'x lac 35or0o6 •A Lrdii IL 4 30k 350/200 I A I .c.tP• 0 I; 0 I OltRFI 0103 �S I I Imam i''' A ��Y �� 1 W 12014 B� 30k 350200 ��. �� 100 3s0a0o �L.4.��.4 300 350260 0 __ ® 720 NE Grand Ave. ® . 5 i Portland,Oregon 97201 to I RFI x13 - - -Vim •,' 7 - - - - 0027118 021x44 �.�,�.��. .'•�-W 18457-��. .��_�.X W 21444 IT 1F___- v __lF... - oe' 411) Trsn II i A i0 t T1sTL k .,-. ti 27-/0' I I / , - RF® III R ; - 11 1 �J 1am3r1e I /3a z j 30k 350800 I r_1 L_"ti c L 30k 3502{10 1 I j Project: i i .4, .1 \ L I ,i New Building A 1 iI I � I RF®3 : ,, 30h 350200--------7,.... L=�,5 1 lak350200 , ��1J 30k350200 f RFI 713 , 08/77118 08/17/15 3 I I r} l� I i ` i A i. k _, 30k 350200,- --- �.._ h' —1r .30k 350/100 ', ----.---- -- 25 L.:_ -1.- 1 11 i1 11 10k 330200 1 II 11 �-]I W 1�� 1 T16TL 1 0 ti II I I I I 1 T781L 10I25 SW Washington Sq Rd. 308" I I I I I II I I l 11 7 30'-107 a I 1 d n I B II 1 Portland,Oregon i 1 u ii I I II H I 3014i5011 ,1 11 200 350'20 ME 350800 it H II II II I' 30k 350/200 ,00 350200 30k 350800 II g T a l l I I 1 I % Sheet Title: 3 II 3 ° U °3 II 13 t Third-Floor ==== Sac 350/200 10k 356/100 30k 350/200 07 TYP and Roof I II , I I : --i' ___ O ) Framing Plan - 3/1350/100 III 1011 3560 30k 3 ._ I; 11 Ii 1r2l 1 i South 1 I it 0 ,, u h 0 1 TISTL 0 TMTL II II II II TBTL © T18TL 11 7 10" 31'8• il_ II II I 3T_10• i 30-7' Il, W1,,35 J♦_ _._J' IL_____ �' W1Mt35 I T 43) - - * V1116447-7._ I 4 r , —- Aix 4(i) . . WALL WALL SECTION SECTION Z 9" 2-131" 1" 238' L 14-6t- 1. 23'"6' L 23'-,^ 47-11. Revisions I269'-11 coo August 2018t Pi 9.24 August 2018 CX) O L 1 StructuralgPlan Review 10.Ongoing Changes Construction Revisions NORTH NORTH T1 THIRD FLOOR AND ROOF FRAMING PLAN - SOUTH 0 2' 4' 3' 52.3.1 SCALE 1B"41'6" �� PAViLTON dio,a `e`r"`"is'XIM, a!••i 7FR NM DUNKS ABF ROAMS P40PRET'9F NI_ 11TEv SMI500.S D,.1/wG AM A1[e/P f0 Et USED CP 1t➢NOaA9 1 MU,IN NE WRY ///16%.,14,0„.... V1i[FIE1Y P[AX1590N OP t,Y.IMPPEY O 1/50115 ENPXEt11 M. iiiir- :,.. .„I-. Dates 17 August x018 Drawn by: Checked by: JSC RNT/VL Key Plan Job Number: 116139 Sheet of: S2.3.1 For Construction Set - August 2018 TMAJOBNUMIER MMEr 28 (i) C) u O SERVICE CENTER THIRD FLOOR FRAMING PLAN KEYNOTES: r" 154T 1. VERCO 620 GA PLW3-COMPOSITE FORMLOK DECK.(21 SPAN MINIMUM WITH 615"TOTAL DEPTH hq 0'-0" - _ PERPENDICULAR_SEE 14155-1 FOR TYPICAL REINFORCEMENT PLACEMENT. 2-0'OIC _ �� .. I 3043 27424• 3 �, REINFORCE WITH M4 1'A'0/C PARALLEL TO PECK FLUTE5TYPICAL SIDELAP RF®OB ATTACHMENT:VERCO VSC2'®7-0 OIC,MAXIMUM MILDREN DESIGN GROUP,P.C. 11/06118 2 CONTINUOUS ANGLE LEDGER,SEE DETAIL 15155.1, ARCHITECTURE • SPACE PL ANNolG I 9 3. DISCONTINUOUS ANGLE LEDGER.SEE DETAIL 15/55.1 7650 S.W.Beveland Suite 120 MATCH LINE �! / 4 BIDDER EHICLEBARRIE SYSTEM Tigard,Voee503-24 -0552 97223-8692 � .. . . ,...1..1....L..1........4 �� 32.3.3 5. CABLE VEHICLE BARRIER PER DETAIL 13155.3 LOCATION PER ARCHITECTURAL VOtce.503`244-9552 - W 18x36 C20>(C4') (C=1 M"I W 1B 35 a20>IC=3i) W 21x44<16>(O.") W 161431<12>)C 25") /4, __ 823,2 DRAWINGS, w 2t:ss<3a> ! Fax:503-244-0417 I I I - /� 0 OB 6. INTERMEDIATE CABLE BRACING SUPPORT. LOCATE OVER WF JOIST PER DETAIL 14156.3.LOCATION PER ARCHITECTURAL DRAWINGS_ 8� �- r / 3 W 12x40. LOCATE UNDER CABLE VEHICLE BARRIER SYSTEM. I 1 8- (2)16 x4'-0"DIAGONAL BARS AT CORNERS OF OPENINGS -rm. ilia 1 // / 9- INTERMEDIATE CABLE BRACING SUPPORT-LOCATE OVER WF COLUMN PER DETAIL 1555 3. it �i - - Q aC ., 10. HSS 3x3x-,e POST AND BASE PLATE PER 5155.4. c} O o '2 n S2 o u ti o o I 8 c ' NOTES_ Y A A A A A f A A A A A A A A ./ r. 9 re Pi ie 1/413 - VERIFY ALL CONDITIONS WITH ARCHITECTURAL DWGS. DIMENSIONS NOT SHOWN ARE PER ro m_ .`o / APPROVED ARCH'L DWGS, RESOLVE ANY DISCREPANCIES WITH THE ARCHITECT PRIOR TO 3: 3 3 3 3 3 3 3 3 3 3 3 3 3 / BIDDING OR CONSTRUCTION. ! - SEE ARCHITECTURAL DRAWINGS FOR TOP OF SLAB ELEVATIONS.TOP OF STEEL IS MINUS 615' / TYPICAL,UNLESS OTHERWISE NOTED. 3 ,-1 TMP - FOR TYPICAL DECK PENETRATIONS SEE DETAILS 555.2,7055.2 11!55.2,AND 12(55.2. -j ® - 46>DENOTES NUMBER OF H.S.A'S ON TOP OF WE BEAMS. USE) x4 35'H 5-A IN METAL DECK W/ lel I Ng • W'8x35 20>IC--1/e°) W 2te55<,A.>(C=136) W•6x35<20>(Cas") W 21544.16>(Cs7+'1 W 12(14 /��f - .,-_._.___.r;l CONCRETE. REFERENCEI-I CONCRETE 5• `� eR ----- _ .-r--_-- :i )1 - iI - ';1-- .!.� 7 ` 5, AN 4165. IN METAL DECKWITH5$"TOTAL DEPTH 5,2 AND 4155.2. +-p Ia.7z4 S\/ 1' O - -�-.- -REPRESENTS GALVANIZED BARRIER STRANDS)G65). MzrQ`-T -tr-rei'. SIMS_ & i AA 1}2a.��.�" TYP l i SERVICE CENTER DRAG BAR KEYNOTES: 7-11 +TURA° 'S s �' '� '�. 7i `1 'f '�' / EXP: 6/30/20 t1 O ti O U c/ O L� 1- SLAB DRAG STEEL(t)4L5 FOR EXTENTS SHOWN ON PLAN-BAR CONTINUOUS THROUGH JOINTS. IT A A qAL A7 .7 c, A A A A 5Ap A A 2 SLAB DRAG STEEL(2)85 66 0-8"FOR EXTENTS SHOWN ON PLAN. SAES CONTINUOUS THROUGH iil © }T /, 3. SLAB DRAG STEEL 14165 0 0,6"FOR EXTENTS SHOWN ON PLAN BARS CONTINUOUS THROUGH JOINTS �M A a / / JOINTS. 3 3 3 3 3 3 3 5 3 3 3 3 / 4. SLAB DRAG STEEL(5)os 0 0'S FOR EXTENTS SHOWN ON PLAN.BARS CONTINUOUS THROUGH T.M. RIPPEY % JOINTS. CONSULTING ENGINEERS I 091 TIT. 5- SLAB DRAG STEEL(4)416 @ 0'-6"FOR EXTENTS SHOWN ON PLAN.BARS CONTINUOUS THROUGH 7650 Sly BarOan5 Weir.Sulo 700 JOINTS. T ,d,Otago.97227 w.Bx3S s20 (c�;i W 21x55 c*JI{(C=1 Ye"} W.8x35�t0>(Cr-a') W 16x 7 c14>(C=34") 1 6 SLAB DRAG STEEL 15186 G 0'A"FOR EXTENTS SHOWN ON PLAN.BARS CONTINUOUS THROUGH PFws(503)443-3900 IO - - - - - - - 1 I (/./ 10 JOINTS. Fax(503)443-7700 7. SLAB DRAG STEEL(5)17 0 0'E"FOR EXTENTS SHOWN ON PLAN.BARS CONTINUOUS THROUGH 7 /`•r 0 JOINTS. i ��___JJJ 6. SLAB DRAG STEEL(10)66 Q 17-6"FOR EXTENTS SHOWN ON PLAN. BARS CONTINUOUS THROUGH 0 ri P JOINTS TVP. -- _ `- _ 9. SLAB DRAG STEEL:(7)69 Q 0'-0'FOR EXTENTS SHOWN ON PLAN.BARS CONTINUOUS THROUGH .f .1 O U U ,y. `t'TIs. U LI� /cf P JOINTS, 1_ A A L3 \f5 \ 10. SLAB DRAG STEEL(2):18 Q 0'a"FOR EXTENTS SHOWN ON PLAN.BARS CONTINUOUS THROUGH yt AAfi �AA -a A JOINTS. I p Ip v v v \v / 11. SLAB DRAG STEEL(4)/B 0 047•FOR EXTENTS SHOWN ON PLAN.BARS CONTINUOUS THROUGH 5 2 \ JOINTS/ '512. SLAB DRAG STEEL pl N7 Q 0'-0'FOR EXTENTS SHOWN ON PLAN.BARS CONTINUOUS THROUGH RF®D4 # 3 3 `\ nr JOINTS, JLR 11/06116 ` • © h�`� I 11115) P ,--- „,,,,.:.:,..i„.i.I,_. -„..,Lt ...�---------- w,8143S016>ic=`:•I . . W21x6zc72>(c=1") ,1 W11444<14>(C 4') : ,WI2x1 �+'/i ` W,• T RF® Li '`i I 5Dç) 24,4 1 a p A _,. 8 0 ----,- ` , .. .. 0 V la TYP. . p ' / 720 NE Grand Ave. m 1 . a W / Portland,Oregon 97201 3 u .i #rJ ' ,; .� �\ ?r `7.. / �� TYPo , 3 o0 14 - �. ",�� I i I1 DPP. -:�.- n„✓.a•a.��i".�l',2- .x ° v v HAND • 1.111ip I f'-l`J 3 6 t� S '/� w�2S � W,� �'•B• �( • I + 3 I ; 3 3 //tip 2 `yti \�` ,.�� Protect: '1///. I/1/6�i� /,A y� n �� - © 7 SIM, r p� p ,D New Building h � h1:1 IIL 4 \X$Svi .V- 'iii ,:_/ !\ W21x4�<24>;C%') W1B17<70, eC; rc,y.3a $ g 0- 0-12 _ / 3 v 4M J ' ELEV. r 175?0 B 8 8 B 8 0 8 8 i/ 7 3�``� �'� 2 .I 8 `v /� v' 'v m 'v Q W /a// 0 meq? = �r4� / A. 10I25 SW Washington Sq Rd. t2 0 .1 2 m A bS V- FI A 7//` SIM 3 \ Portland,Oregon 3 a A ; 3 � / a a �T44 NORM STAIR TOWER ROOF RFT 60310n1ele �// be, ,,:--y .� / ely �- I FRAMING PLAN-CENTER z 4' 6' w'®L31<14>(ca;i w2txa+<1�(C-411 �// �b� 8 W =` " '6\ / 2.3. SCALE lir=11-0" `� a - - _ CD _ w luta ^G` q r `/+� 3 $h r,5ra , 7m Q 2 3 a 6 SERVICE CENTER STAIR TOWER ROOF FRAMING PLAN KEYNOTES: !� �_ / ` 3 ,tckt Sheet Title RFA ! B g `S 6,7' $ 8 �m /1 a '�Osy 1. ROOF DECK,VERCO 18 GA.7 7R'PLB-36 ROOF DECK-ATTACH TO STRUCTURE WITH HILTI Third Floor `rte 11!0&18 .{ m a, o, Q, 37 p'/�� 4i 8 ' �'T$7 FASTENERS AS FOLLOWS', m {{ tG ,6 p A a5 R Iti // r '� ;� ��ymx -AT PERPENDICULAR SUPPORTS ATTACH PECK WITH(71 PIN PATTERN PER DETAIL 14$6 1 _ // ` art 3 ` O -AT PERPENDICULAR WALL LEDGERS ATTACH WNH DOUBLE ROW(7)PEN PATTERN,SEE DETAIL Framing Plan ,, EE7� / 1/56 ' Center /-/// �^ a Ei / \--. ).,..,� -AT PARALLEL SUPPORTS ATTACH WITH PINS a i3"OIC MAX. ,__-_. _-_ • W18x31 474>fC "Y W21x44<16>(C=r) / /// 2 �q.i T`-'4 I4 1 4� -ATTACH SEAMS WITH VERCO PUNCHLOK TOOL CONNECTION AT 7-0'O/C MAX. • r// a 0 W21 ' -, ` 2 5/6x9- /, r a 2 3 W Erg ELEVATOR HOIST BEAM.ELEVATOR HOIST LOAD NOT TO EXCEED 5,000 LBS. m :I w a\w v v �/i/ s� s a� ® x NOTES. t - dS • A A i N ry q�ry4 ~© 3 3 3\' © /�'/ 3 ^�w _ / n7�y - VERIFY ALL CONDITIONS WITH ARCHITECTURAL DWGS. DIMENSIONS NOT SHOWN ARE PER I ! `*� APPROVED ARCH'L DWGS. RESOLVE ANY DISCREPANCIES WITH THE ARCHITECT PRIOR TO C(101, 17 I `*.•:4.1/ mt e yT ' ` BIDDING OR CONSTRUCTION. --- - / ..� A. 0 SEE ARCHITECTURAL DRAWINGS FOR TOP OF SLAB ELEVATIONS.TOP OF STEEL IS MINUS 634" _ _ _ - _ _ _ L A:?A4U -+r:..::::::;; � ,• •. �� o TYPICAL UNLESS OTHERWISE NOTED. Revisions e T 0 1 W 14x43<74> .`\ 0 3 ` - FOR TYPICAL DECK PENETRATIONS SEE DETAILS 5/55.2.10155.2.11/557.AND 12552 s 17 August 2018 m' RFAOB ® t2 *1-2 ...,` ifc /` �' / Coordination Set IMP 1vg5/15 I 9.24 August 2018 ELEV. rh ��n ` ro� "°� I Structural Plan Review I TYP- TYP ® �` e , gd ,/ N IO.Ongoing Changes RFI 1120 \0. o9nane ` \ Construction Revisions 9 11TYP Aia W2� \ � �� v� - MP r b, \ 6 c 57 • a b+b 4 (U .9 PA VII l ON RF®0 \ - NORTH 09018018 Cz, $ 5 %% . _ ({-/\J/'1,'��_J`�}] Cr) RID FLOOR FRAMING PLAN- CENTER �7�`j -�/ .... . ' ' ....ENTER �-, ;;of e.Va V.�' \JaJ f // ` TY PoWLY CO19.l1RL EMORCFitS 5/C. 52.3. /, T.fw Nq ax R5 9 tE V£0 a R Rgep KLe /,, ,t1�'t INI RIMI'aNeG SI,fE1I a5/I.RKKR 'Q•' Rn r[�a14Rox OF Lk.. v•L• °NSW.INONI£RS NC, Date 17 Aueust 201g Drawn by: Checked by: /SC RNT 1 VL SOli TH Key Plan Job Number: 116139 Sheet of: !rRIsI5) ,3.2 For Construction Set - August 2018 28 1 H/ l J O P T SERVICE CENTER THIRD FLOOR FRAMING PLAN KEYNOTES: ,O�III t5` °� 1- VERCOM20 GA PLW3-COMPOSITE FORMLOK DECK.(2)SPAN MINIMUM WITH 6( TOTAL DEPTH CONCRETE,REINFORCE WITH#4 Q 1'$"0/C PARALLEL TO DECK FLUTES,*3®74T 0/C 71q .! IL 24'-4 I 30-0. 23'-7}' 24'-4I" 30'-0" 72' I I( PERPENDICULAR.SEE 14/55.1 FOR TYPICAL REINFORCEMENT PLACEMENT.TYPICAL SIDELAP ATTACHMENTS.VERCO'VSC7 a 2-0"CIC,MAXIMUM. MILDREN DESIGN GROUP,P"C. 2 CONTINUOUS ANGLE LEDGER.SEE DETAIL 16155.1_ ARCHITPC"IURE " SPACE PLANNING 3. DISCONTINUOUS ANGLE LEDGER,SEE DETAIL 15155.1. 7650 S.W.Beveland,Suite 120 I4. BIDDER DESIGN STEEL STAIR,TYPICAL. Tigard,Oregon 97223-8692 J 5 CABLE VEHICLE BARRIER SYSTEM PER DETAIL 13155,3.LOCATION PER ARCHITECTURAL Voice:503-244-0552 DRAWINGS. - _ Fax:503 244-0417 -��'---'-------- - -•---- =•_.sse,.1---, ----:: „ - - - - _-_ -:-- _ --- - 8- INTERMEDIATE CABLEBRAGING SUPPORT-LOCATE OVER WF JOIST PERDETA/L 14135.3.LOCATION PER ARCHITECTURAL DRAWINGS. 7. W 12x46_LOCATE LA CABLE VEHICLE BARRIER SYSTEM. 8- (2)06 x4.0"DIAGONAL BARS AT CORNERS Of OPENINGS. 9. INTERMEDIATE CABLE BRACING SUPPORT LOCATE OVER WF COLUMN PER DETAIL 5555.3. A 16. H55 3x3x%6 POST AMO BASE PLATE PER 5455 4 NOTES "� ® VERIFY ALL CONDITIONS WITH ARCHITECTURAL DWGS.DIMENSIONS NOT SHOWN ARE PER RFI*104 APPROVED ARCH'L DINGS. RESOLVE ANY DISCREPANCIES WITH THE ARCHITECT PRIOR TO 11108/18 A TVP TYP BIDDING OR CONSTRUCTION. 1Q - SEE ARCHITECTURAL DRAWINGS FOR TOP OF SLAB ELEVATIONS.TOP OF STEEL IS MINUS 63T RFI#22 0926'18 [ ® TYPICAL,UNLESS OTHERWISE NOTED. FOR TYPICAL DECK PENETRATIONS SEE DETAILS 5155.2,10155.2,11!55.2,AND 1355.2. ® 'V f8Ed3<12>(C=7 Y4w W 1$18 a1Q>(C=1}a - MM DENOTES NUMBER OF H.S A'S ON TOP OF WF BEAMS. USE 3/('0 54V H.S.A.IN METAL DECK WI " _T_-_-_-_-_-_-_- _ + :y 611..e rdel I,J,WrnLrrllslAla//1 JI/Jl/JIIJ U0If/III II I/I iu/,�Illiy11,04J/IJ/JIi1W4.14JJJI _-_-_-_-_-_-_�p, 8Y='TOTAL DEPTH CONCRETE AND��'0 x3 Yj'H.S.A,IN METAL DECK WITH S)2'TOTAL DEPTH [T7 �- - " _ CONCRETE.REFERENCE OETAILS 3/55.2 AND 4155.2. Fe,AA6 I 1 p r.-e-.-Po---a-v-s-.-.--.-.-• ,.-._ _ _ .. .. _ _ .. _ _ _ _ _ .. .. _ ._ 7-._V' t' /� Il A _ __.lm1- _ REPRESENTS GALVANIZED BARRIER STRANDS(GBS). --Re-142s T-V^•••-T\ n 0 O 7 x v e 0 A�_ 0 10/ Y t , 6 0 m i' 6 0 W 4 0© . ZIOALGOO9rw I $ SERVICE CENTER DRAG BAR KEYNOTES: J� S6./'�' etl 73 A A 73 R L"JJJ 1?3 Zj �S ItZS �S TUR =i 3 3 3 3 _ 3 3 3 3 3 3 3 3 3 3 r+ # 1. SLAB DRAG STEEL(I)#5 FOR EXTENTS SHOWN ON PLAN. BAR CONTINUOUS THROUGii JOINTS. FXV, Fi/l(1/20 /�/ 42 SLAB DRAG STEEL(2)*6 C Q6"FOR EXTENTS SHOWN ON PLAN. BARS CONTINUOUS THROUGH O W 21)44�.-_-+{C=1$"1 W 18x37<14>(C=i'} W 18x35 alg>(C "'} W 21x44«{C=1$"} W 1x31<14>(C=Ar"') 9 _�_-_-_-_-_-_-_- _ - I � f' I I - _-0 JOINTS. JJ''yZrll � �f- - 3. SLAB BRAG STEEL(4)#6®0-0"FOR EXTENTS SHOWN ON PLAN, BARS CONTINUOUS THROUGH 1M [1 JOINTS. 4. SLAB DRAG STEEL(5)*5®0'-0•'FOR EXTENTS SHOWN ON PLAN, BARS CONTINUOUS THROUGH r- JOINTS. T.M. RII'FEY '1. 'n 1 CONSULTING ENGINEERS U U P :' _ _ - r __ _ _ ,. ., r - - _ - 5. SLAB DRAG STEEL 14)06®0'-6"FOR EXTENTS SHOWN ON PLAN, BARS CONTINUOUS THROUGH a • T T JOINTS. 7850 Sw Bevelane Slreel,Suite 100 [S c1 O U u O U O U u u u ( u u U �j 6. SLAB DRAG STEEL(51*6®0-0"FOR EXTENTS SHOWN ON PLAN. BARS CONTINUOUS THROUGH Tgard.Oregon 97223 LJ 34,1 p g A A A A A A A A A A n N A JOINTS. Phone.{553)443-39Qa v v `v v Fu.(503)443-3700 N 3 3 3 �p evo 7. SLAB DRAG STEEL l5}*7®0'6"FOR EXTENTS SHOWN ON PLAN.BARS CON71Nu0uS THROUGH k 1 JOINTS. R - - - ,- 5. SLAB DRAG STEEL(10)118 a 0.6"FOR EXTENTS SHOWN ON PLAN. BARS CONTINUOUS THROUGH ' . 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 JOINTS. W 8x35<20>(C=9'.‘") TVP. 9. SLAB DRAG STEEL(7)19®06•FOR EXTENTS SHOWN ON PLAN.BARS CONTINUOUS THROUGH JOINTS. 7 10. SLAB DRAG STEEL(2)*8 g 0'6"FOR EXTENTS SHOWN ON PLAN.BARS CONTINUOUS THROUGH 16 16 I-- ^O W 27x55<>(C=1 Ya') W 18x35.26>/Cy"1 W 21x44.16>(C=7'"'1 W2145<•••-•(C=1 Y4") W 27x44 e14>It=r) JOINTS. --. -------------4. 5.3 I I I I , _•.• ----�4 11. SLAB DRAG STEEL:)4)NBa26"FOREXTENTS SHOWN ON PLAN.BARS CONTINUOUS THROUGH Q JOINTS {2� ` 12. SLAB DRAG STEEL(7)#7®0'6"FOR EXTENTS SHOWN ON PLAN.BARS CONTINUOUS THROUGH Owner. - S JOINTS. '. JLR TVP_ • f _L..-; TVP, 0 0 iS JV-E 3 ci U v u v v IT © 4 0 C A A A A A A I, A r.„2 A A A B g g _7 6 6 g g g g g TYP, 6 g 6 - !, „° 3 3 3 _} 3 3 $ 3 3 3 3 3 0 3 ; 3 3 3 3 3 3 • ; ® TVP. 720/ NE Grand Ave. :17g l `-' / Portland,Oregon 97201 W:1x44<74>(C=Y") ,;11.® W 21x55<34>(C=1 Ya") W 18x35<20,1C y") Y.'21x44<16a C- \ a / S o---r----------- .. •. _ 1 �;"I •-` wzlxss<34>(ca1 M") w1ex31<1�Ic�e"1 .�- �S . -y ,T1' 1s F �,cQ, r I JIP IP • SIM. to - TVPi. - - ©' S 01 .'. © // t 0 • Q Project: v T •� aT _ T T T T T T T u T y ELE o o • rd u u o o P_ u v O u A u SIM,, 3 -s 47 O A a _ A A A V A A TVP. e '-��y New Building 2 -'.- 3 d3 DRAG 8 I g 5 § 1 5 g TYP.AT gmmp49 - - -0 3 g # 3 - 3 3 STRUT 3 3 3 TMP 3 3 3 3 3 3 31 3 ee o. SIM. 4 ` �� re MAW) fe 10125 SW Washington Sq Rd. '^�L. w 21x6e<4Q>(c=��"} w 21x62 wm(cA�•) fes' `= 6 �, ' Portland,Oregon V _-_-_-_-_-__: �Y W21FaS QO> DRAG iTRUT :{ __ - __ a{Mk DRAG 'RUT _ ` S ~7RAG STRUT 0 1101�1 /59 , Q` NORTH STAIR TOWER ROOF2 M31 Q 7 4' g SIM �_ FRAMING PLAN-NORTH © �5,j- 33 SCALE.1/8"=V-0" S u 2' o O u u o u o a o D o o : n A n n n n n ©' ii SERVICE CENTER STAIR TOWER ROOF FRAMING PLAN KEYNOTES: Shoe[Title: 0 A A A A N A A r A SIM. IV 5 + 1. ROOF DECK',VERCO 18 GA.1 12"PLB-36 ROOF DECK.ATTACH TO STRUCTURE WITH HILT! TVP. g # g g g g g 2 Third Floor FASTENERS AS FOLLOWS.- 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 Framing Plan - m ✓ -107 PERPENDICULAR SUPPORTS ATTACH DECK WITH(7J PW PATTERN PER DETAIL 11561 73, _ i 1/ TMP •AT PERPENDICULAR WALL LEDGERS ATTACH WITH DOUBLE ROW(7)PIN PATTERN SEE DETAIL 71$6.1. North -AT PARALLEL SUPPORTS ATTACH WITH PINS a 6"0/C MAX. 0-- ------------ ---- - - - W 18335 QO>(C>%') I W 21x55<34>(C=1 Ye'7 I W 21044<tfi>(C-3") W 21068<32>(Cl= Y4"'( /��j� al - - -ATTACH SEAMS WITH VERCO PLINCHLOKTOOL CONNECTION AT 2-0"0/C MAX. W 8x35<20>(c---1-) a'In/I• 0 2. W 6x9. AM �-• • E N 3. W 6X9 ELEVATOR HOIST BEAM, ELEVATOR HOIST LOAD NOT TO EXCEED 6,600 LBS. Mr TYP. ! 4 Has 3o30%, 0 i Mores: T Tii T �� T T 'i i i / 8 U U U U u u O U U oo o u u o c / �C - VERIFY ALL CONDITIONS WITH ARCHITECTURAL DWGS. DIMENSIONS NOT SHOWN ARE PER ST A A A A A A A A A A A A A A A v APPROVED ARCM.DWGS. RESOLVE ANY DISCREPANCIES WITH THE ARCHITECT PRIOR TO gi A ,) y v v v v v gp / BIDDING OR CONSTRUCTION. A RFI*104 \\ ! ` 2 g S� .. SEE ARCHITECTURAL DRAWINGS FOR TOP OF SLAB ELEVATIONS-TOP OF STEEL IS MINUS/3V RFI*106 11108118 / m 3 TYPICAL,UNLESS OTHERWISE NOTED, Revisions: 1110611E _ ) 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 / - FOR TYPICAL DECK PENETRATIONS SEE DETAILS 55.2 5 10165.2.11!55,2,AND 12155.2. & 17 August 2018 I) Ir ©TVP Q 52.3.3 Coordination Set 9. 24 Au218 MATCH LINE ) f StructurgalsPlaaReview wm.........m.=am." v.F ] .i.., ...1 � I�� m.romm'��M /{ lO.Ongoing Changes ■, W 19x35>20>(C=3/4") W 21x55<34>(Cl= Ye'} I I W 18x35<20>(O=1.(") !^21x44.16>{C.V.") W 16x31<12>(C=V) /7/ 0 52.33 7 Construction Revisions PAVILION NORTH - 52.3. gliN g =. a' FL0OOR FRAMING PLANNORTH 4'` , / L_ , a.l.o' 145E MAWS NL E OF iM SPPs, CONvAnxO ENSNUFFS NO 40.K NOT 10 A:vsm LIftROAM= ISlOt 54441i EILEPT CS NE SAVF MN1TN N 01-I a MPtS Od5JL1NG ENIIMIU INC. Date 17 August 2018 Drawn by: Checked by: ISC RNT/VL SOU IF ' Key Plan Job Number. 116139 She,, of: For Construction Set - August 2018 ! R1i:]S .3.3 28 711 ", '^ 1 1ILDREN DESIGN GROUP,P.C. ARCHIIE(TURE • SPACE PLANNING 7650 SW.Beveland,Suite 120 Tigard Oregon 97223-8692 VoIce 503-244-0552 Fax:50.3-244-0417 T 74.4. T cil) 1 00.4 RFI OW RFI®1169 m 10/63116 1RgW15 .�(Z1 �IOw 033 ,o 0, sseie / 0 0 © j © PAVILION FOUNDATION PLAN KEYNOTES: �O PAVILION CONCRETE FOOTING SCHEDULE: O' `BF?t> I 0 MK LENGTH WIDTH DEPTH LONGITUDINAL TRANSVERSE REMARKS '�T�p T��"'-T� f 1. 6"CONCRETE SLAB WITH N4 AT 7-0"OIC EACH WAV OVER CRUSHED 3!4"MINUS AGGREGATE BASE `L' 'Vf '0' REINFORCING REINFORCING 0 1 )111' f PREPARED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT, _ _ q4 �1• Zp �4��? OPP- U 3'S' 3'A" 7-0" CENTER UNDER COLUMN TUR1�7J 0 ` 2 CONSTRUCTION I CONTROL JOINT.JOINT TYPE AT CONTRACTOR'S OPTION.SEE DETAILS 1184.1 OR 14)06x3'-0"BOT. (4)06x7-0"BOT. I V 7YP I HAND 2154,1. x.: 6/30/2^ r.v �J NOTES: - d' ! © T 3 THICKENED SLAB EDGE.SEE DE7AEL&154.2. • TOP BARS ARE 7 CLEAR FROM TOP OF FOOTING. I ATAB '� A ' LE9=ace 4. W 1Df10 COLUMN_ BOTTOM(BOT.)BARS ARE 3"CLEAR FROM BOTTOM OF FOOTING. (DATUM ONLY) ! I 3 - THE THICKER FOOTING GOVERNS AT FOOTING INTERSECTIONS. PLACE AU.REINFORCING FOR BOTH FOOTMIG (, 5. C 666.2 JAMB POST,SEE 11154.5. TYPES AT INTERSECTION- I !1� OVER-EXCAVATEANDREPLACE NATIVE SUB-GRADE WITH COMPACTED CRUSHED STRUCTURAL FILL(XX"MINIMUM `r-.�'I, RIP P�',x Q ® 0 A 1Rri 19 NOTES' DEPTH)IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. CONSULTING ENGINEERS 2 _�_—_ DV`t`-1` -4--_.—fi Yiii „�� 1 - VERIFY AND COORDINATE TOP OF FOOTING ELEVATIONS WITH ARCHITECTURAL DRAWINGS,CML DRAWINGS,SITE © © 7 B—— 1 �. - VERIFY ALL CONDITIONS WITH ARCHITECTURAL OWGS.DIMENSIONS NOT SHOWN ARE PER CONDITIONS.AND OTHER TRADES 76E0 BelaI Street.Stile ES APPROVED ARCH'L DWGS. RESOLVE ANY DISCREPANCIES WITH THE ARCHITECT PRIOR TO TIp#st Oregon 97223 O ® 3 10 BIDDING OR CONSTRUCTION, FOOTING SIZE IS MINIMUM,WHERE THICKENED SLAB AREA EXCEEDS FOOTING,EXTEND REINFORCING TO WITHIN 3' Rplle 13031 443-3900 4 OF EDGE RFI NO RFI088 4 0>INDICATES LOCATION OF BRACED FRAME.SEE SHEET S4.5. FLU t5Ss)443 0700 mows 10103/19 • I~--4 INDICATE MOMENT RESISTING FRAME,SEE SHEET 0.4 S NORTH Ail ,PAVILION FOUNDATION PLAN 0 zj g SCALE: =:a Q Q Owner, JLR 50.N. 22-014„ .... . . .._. .--._.-..-._ 1• I I I I 720 NE Grand Ave. n PAVILION MEZZANINE FRAMING PLAN KEYNOTES: `0 CD-_�-_- , I., II . IL Portland,Oregon 97201 �/ I I 1. 3/4”PLYWOOD OR OSB SHEATHING,ORIENTED AS SHOWN,WITH 010 FLAT-HEAD SELF-DRILLING 1a. �_ TAPPING SCREWS®6'0/C AT ALL SUPPORTED PANEL EDGES AND 1'-0"0/C IN FIELD. ith �1�a 2 5005162-43 METAL FLOOR JOISTS®1'-4'CSC. 0- - © _ 3- (2)8006162-43 BOXED HEADER. SEE DETAIL 20!55.3 FOR CONNECTION TO STUDS AT EACH END. ti) • NOTES. Project 0 1.;�- - VERIFY ALL CONDITIONS WITH ARCHITECTURAL DWGS.DIMENSIONS NOT SHOWN ARE PER �Wi A. APPROVED ARCHIL DWGS.RESOLVE ANY DISCREPANCIES WITH THE ARCHITECT PRIOR TO New Building BIDDING OR CONSTRUCTION. 10125 SW Washington Sq Rd. Portland,Oregon NORTH ,i(E) 2 PAVILION MEZZANINE FRAMING PLAN ° 71'6 52.4.1 SCALE,/8'•1'A' A T C Sheet Title:74•,2,i" Pavilion 1 .....1" 1 23.4L Foundation 0 I I I o Plan, 7/g7L 10 TISTL 36^r I 1 / 174" Mezzanine and ��y.._ �� If` 1• PAVILION ROOF FRAMING PLAN KEYNOTES: Roof Framing L'J _~.—- � r-� ,.24.55,CA LIBER C=1"I `-�'- .'"�ISTL W 14K30 - • 1 Ii 1-fr 17,-014" O " IJ1. FVERCO ASTEN20 GA_RSA 1 1/7 PLB-36 ROOF DLCK,(3)SPAN MINIMUM.ATTACH TO STRUCTURE WITH HILTIPlans FASTENERS AS FOLLOWS: I OPP -AT PERPENDICULAR SUPPORTS ATTACH DECK WITH(4)PIN PATTERN PER DETAIL 116.1. HAND » f� >� >� ° sx g © se + -AT PARALLEL SUPPORTS ATTACH WITH PINS at S`C/C MAX. m 1 a a s * g 7 r .� `J Y 4 4 ; -ATTACH SEAMS WITH VERCO PUNCHLOK TOOL CONNECTION AT 7-0"OIC MAX. Revisions: Q 2. ROOF HATCH,SEE DETAIL 7/56,1 FOR FRAMING 8. 17 August 2018 i T/STL �TE8- Coordination Set 4:-.,117z1- ,W 24x55IC0.ABER C=1") I - �$1Q' W 14x30 1. 911;r1 - VERIFY ALL CONDITIONS WITH ARCHITECTURAL DWGS. DIMENSIONS NOT SHOWN ARE PER / 9.24 August 2018 2 -�---- .. - -1'.--., I Structural Plan Review I I I APPROVED ARCH'L DWGS. RESOLVE ANY DISCREPANCIES WITH THE ARCHITECT PRIOR TO _ - �. BIDDING OR CONSTRUCTION- 10.Ongoing Changes T167L r/STL /` Construction Revisions 1$A' o- 17'4" - e 5 INDICATES LOCATION OF BRACED FRAME.SEE SHEET 54-5 NORTH 8 H- INDICATE MOMENT RESISTING FRAME,SEE SHEET 54.5. NORTH PAVILION PAVILION ROOF FRAMING PLAN Ill SCALE 118 CENTER Q°ae _ -- =1'-0' �•w""nE.=o na MOMS ARE R4 RARnnry Cr n RFFET I IISIAaC. lv[rRS K Se Mc NM SO al* Imm® ..1 MU MWHMI MEP,MM 9 ROPER *MIDI WW591261<r ta.x'wci Cp1ALVIG ERWEERS IFIL Date: 17 August 2018 Drawn by: Checked by: ISC RNr 7 VL sc. Key Pfar1 Job Number. 116139 Sheet of: 52.4,1 For Construction Set - August 2018 TMR(OR\TIMBLRI1Iln 28 PANEL ELEVATION KEYNOTES: / �_,' 1 TYPICAL REINFORCEMENT:65 VERTICAL a 2F'O/C CENTERED IN CELLS AND(2)64 HORIZONTAL hq BOND BEAMS 0 4'-0'0/C_(2)66 BOND BEAMS AT ALL FLOOR ANO ROOF LINES_AT ENDS OF WALLS AND WALL SEGMENTS BETWEEN OPENINGS TERMINATE AU.HORIZONTAL BARS WITH A STANDARD HOOK AROUND THE VERTICAL REINFORCEMENT.SEE DETAIL 654.1. 1 2 TYPICAL REINFORCEMENT:65 VERTICAL 0 34"O/C CENTERED IN CELLS AND(2)64 HORIZONTAL MILDREN DESIGN GROUP,P.C. BOND BEAMS 0 4'-0'0/C.(2)06 BOND BEAMS AT ALL FLOOR AND ROOF LINES AT ENDS OF A E • SPACE PLANNING WALLS AND WALL SEGMENTS BETWEEN OPENINGS TERMINATE ALL HORIZONTAL BARS WITH A STANDARD HOOK AROUND THE VERTICAL REINFORCEMENT.SEE DETAIL 6754.1_ 7659&W.Beveland,Suite 120 3. AT THE VERTICAL EDGE OF ALL OPENINGS PROVIDE(2)65 VERTICAL BARS FOR FULL HEIGHT OF Tigard,Oregon 27223-8692 WALL, Voice 503-244-0552 4 AT THE TOP OR BOTTOM OF ALL OPENINGS PROVIDE(2)15 BOND BEAMS.EXTEND 2E'MINIMUM Fax:503-244-0417 `/tf�J PAST ALL OPENING EDGES. Y ci) EP .. IZONTAL REINFORCEMENT a 8'OfC HOOK BARS AROUND Y `J Ii 5 VEATVERTIICALALL R ERS IN OCAL PROVIDE* EMENT SOMENT ATATTEEACH H FACETH A HEEN$PLA EREE HORIZONTTALBARS ON AD HOOK. LTERERE NATING RNATING FACES.SEE DETAIL E54.1. 111 6 PROVIDE N3 HORIZONTAL REINFORCEMENT a 14'0/C.HOOK BARS AROUND VERTICAL __ _ I REINFORCEMENT AT EACH END WITH A 90 DEGREE STANDARD HOOK.WHERE VERTICAL REINFORCEMENT IS AT EACH FACE THEN PLACE HORIZONTAL BARS ON ALTERNATING FACES. SEE DETAIL&54,1. 0 t 7. FOR LENGTH OF PIER PROVIDE#5 VERTICAL BARS a B'O/C CENTERED IN CELLS, -_- . LENGTHOFSEGMENTPROVIDEI JI IN CELLS. _ _ - __ _ _ __ ___s..�� .. _. _. _ _ Tf3RD FLOOR R n B FOR WALL NS VERT CAL BARS 'OIC CENTERED • `3 9. FOR LENGTH OF WALL SEGMENT PROVIDE 05 VERTICAL BARS EACH FACE 0 7-0'0/C. -_____._----------- - -- _- - _ _ - -- - - -- - ---- T`fo �0 1© 10.AT THIS LOCATION PROVIDE N5 VERTICAL BARS EACH FACE a 5-0'01C, 11.WALL TO SLAB DOWELS C 2-0"0/C PER DETAIL 3134.1(DETAIL 14154.1 AT CONCRETE WALL). __ y,1 12.WALL TO SLAB DOWELS C4'-0'O/C PER DETAIL 3754.1(DETAIL 14/S4.1 AT CONCRETE WALL) i e PRortr _- �"J T12ND FLOOR 13.MINIMUM(2)WALL TO SLAB DOWELS,EQUALLY SPACED.MINIMUM 4"EDGE DISTANCE,PER ry.`� tly I _ IRTaT ---0 - --- -- -- r--��._� J-- 4gG EBA 23 24 _ _ _. ___ -.___ - _ ____ - __ 24J I DETAIL 3!54.1 le98 C)--- _ I 14.MINIMUM(3)WALL TO SLAB DOWELS,EQUALLY SPACED,MINIMUM 4'EDGE DISTANCE,PER ��__ pe__��--�a .720 LINE OF CARWASH, DETAIL 3'541 Tit ' (� 0 0- SEE X33 (:)--' �1 I 16 115 010'0/C VERTICAL,05 @ 1'A'O/C HORIZONTAL CENTER VERTICAL BMS IN CONCRETE o.rco'q �J �J v LJ� ALJ WALL '� 2P. `- $9 T'� TOP OF GRADE,REFER 7 I <Fyy pN� r TO CIVIL DRAWINGS 16.(2)NS AT WALL EDGES AND AROUND ALL OPENINGS,EXTEND HORIZONTAL BARS 2-(Y MINIMUM TU11N8 r � ' 0 O PAST EDGE OF OPENING.EXTEND VERTICAL BARS FULL HEIGHT. 1 ` t !/�' 17 -T- •. ALL OPENINGS PROVIDE(2)N5 x 4'-0'DIAGONAL BARS. EXP: 6/30/20 I 0/1/1 18.KEYNWALL TE NOT USED. 1M 1071178 19.WALL TO SLAB DOWELS 04'OIC. YYY I20.WALL TO SLAB DOWELS a 5'O/C !r 12 02 12 s-0. I 21.WALL TO SLABDOWELSCTO/C. T.M. RIPPEY 22.WrLLTOSLABDOWELSCgolf, CONSULTING ENGINEERS 23.WALL TO SLAB DOWELS 01'-0'01C. 7860 Sr Beveland Sires,941.100 1 CMU WALL ELEVATION (GRID'A') 24_WALL TO SLAB DOWELS 014'0/C. 119ercl. Oregon 972Z1 Phare t 443-3000 S3.1 THICKNESS I-E'U.N.O. SCALE_ 1/8"=1'-0" 25.WALL TO SLAB DOWELS a 7-0'01C. rex,(503)443-3100 26.WALL TO SLAB DOWELS C 4'-0'0/C. 27.EXPANSION JOINT.SEE DETAIL 5/4.1. 2E AT END OF WALL PROVIDE(2)WALL TO SLAB DOWELS a B"O/C(ONE EACH CELL)SIMILAR TO DETAIL 2134.2 EXCEPT DOWELS SHALL HAVE 9'EMBEDMENT INTO FOOTING. 29. VERTICAL CONTROL JOINT. 30.(2)N5 VERTICAL BARS AT END OF WALL. 31.TYPICAL REINFORCEMENT:#5 VERTICAL a 3'J"O/C CENTERED IN CELLS AND(2)65 HORIZONTAL I I G 11 12 BOND BEAMS 0 3'-4"0/C. (2)N5 BOND BEAMS AT ALL FLOOR AND ROOF LINES. AT ENDS OF 13 j CSJ WALLS AND WALL SEGMENTS BETWEEN OPENINGS TERMINATE ALL HORIZONTAL BMS WITH A 7 STANDARD HOOK AROUND THE VERTICAL REINFORCEMENT.SEE DETAIL 5154-1- Owner: 31 32.(4)6,3 BARE AT END OF WALL,(1)BAR EACH CELL PROVIDE DOWELS INTO FOOTING AT EACH r I I I VERTICAL BAR AND TERMINATE WITH A STANDARD HOOK SIMILAR TO DETAIL 3/54,1.DOWEL SIZE L I TO MATCH VERTICAL BAR. 33.(4)97 BARS AT ENO OF WALL,(1)BAR EACH CELL.PROVIDE DOWELS INTO FOOTING AT EACH VERTICAL BAR AND TERMINATE WITH A STANDARD HOOK SIMILAR TO DETAIL 3154.1.DOWEL SIZE 4 n O-ti © O TO MATCH VERTICAL BAR. Y11 3RD FLOOR 34.(4)NS BARS AT END OF WALL(2)BARS EACH CELL.PROVIDE DOWELS INTO FOOTING AT EACH -- - ' x�ra- - --- - ---- VERTICAL BAR AND TERMINATE WITH A STANDARD HOOK SIMILAR TO DETAIL 3/54.1.DOWEL SIZE 1 © •- CO ^ Q M O TO MATCH VERTICAL BAR. 5 • 35.(4)*BARS AT END OF WALL,(2)BARS EACH CELL.PROWDE DOWELS INTO FOOTING AT EACH � ',I 0 VERTICAL BAR AND TERMINATE WITH A STANDARD HOOK SIMILAR TO DETAIL 354.1.DOWEL SIZE 720 NE Grand Ave. I t G MATCH VERTICAL_BAR_ Portland,Oregon 97201 LJ _ �J T/.ND FLOOR 36 WALL TO SLAB THRU-DOWELS®2'-0 on -- ---- --- © - ----1...1). 37.WALL TO SLAB THRU-DOWELS a 4'-0'0/C. • Z 0 LINE OF CARWASH, l 38.MINIMUM(2)WALL TO SLAB DOWELS.EQUALLY SPACED.MINIMUM 4'EDGE DISTANCE,PER 1 SEE 5633.3 _ ^ O o- ' DETAIL 15/54.1, i 0- - 0 n 0---, I�j� `-' `9J '� '' 39.MINIMUM(3)WALL TO SLAB DOWELS,EQUALLY SPACED.MINIMUM 4"EDGE DISTANCE,PER I `// - �J L/ `/ -_ T =: DETAIL tSlLAB 40.WALL TO SLAB DOWELS 1'-0"0/C SIMILAR TO DETAIL 3184,1. !J� 41.COLLECTOR REINFORCING:(B)97 CONTINUOUS HORIZONTAL.LAP WITH EMBED BARS EACH END PI ICCL t O � •'�' ini: PER DETAIL 4/85,1. �.] Ei:imi. 42.ATTACH WALL TO SLAB PER DETAIL 9/S5.1WIREBAR SPACED 02-00/CMAX. New Bl1l�Cllil I O O �� 5� 43.ATTACH WALL TO SLAB PER DETAIL 9/S5.1 WI REBAR SPACED 0 7-S"OIC MAX. g t ii ### 44.ATTACH WALL TO SLAB PER DETAIL 9/55.1 WI REBAR SPACED 0 4'-0'0/C MAX. • I 412Y 14 14 ® 46 TYPICAL REINFORCEMENT.N6 VERTICAL a 2A"0/C CENTERED IN CELLS AND(2)65 HORIZONTAL BOND BEAMS a 2'A"O/C. (2)65 BOND BEAMS AT ALL FLOOR AND ROOF LINES AT ENDS OF 49; 1 12 4$ Q �' WALLS AND WALL SEGMENTS BETWEEN OPENINGS TERMINATE ALL HORIZONTAL BARS WITH A STANDARD HOOK AROUND THE VERTICAL REINFORCEMENT SEE OETAIL 854.1 46.FOR LENGTH OF WALL SEGMENT PROVIOE 05 VERTICAL BARS 0 2-0'01C CENTERED IN CELLS. 47.PROVIDE#4 HORIZONTAL REINFORCEMENT 0 2'-0'0/C.HOOK BARS AROUND VERTICAL 10125 SW Washington Sq Rd. REINFORCEMENT AT EACH END WITH A 90 DEGREE STANDARD HOOK.SEE DETAIL 6/54.1. Portland,Oregon 48.ATTACH WALL TO SLAB PER DETAIL 9/S5.1 WI REBAR SPACED 0 l'-4'0/C MAX. 2 CMU WALL ELEVATION (GRID'A') 49 TYPICAL REINFORCEMENT:115 VERTICAL l'-4''0/C CENTERED IN CELLS AND(2)#4 HORIZONTAL BOND BEAMS a 4'A"0/C.(2)05 BOND BEAMS AT ALL FLOOR AND ROOF LINES.AT ENDS OF S3 1 THICKNESS t=B"u N 0 SCALE ,18"=1'-0' WALLS AND WALL SEGMENTS BETWEEN OPENINGS TERMINATE ALL HORIZONTAL BARS WITH A STANDARD HOOK AROUND THE VERTICAL REINFORCEMENT.SEE DETAIL 6/54.1. 50.FOR WALL SEGMENTS OF LENGTH EQUAL TO OR LESS THAN 4'-0',PROVIDE N5 VERTICAL EARS a 14'0/C CENTERED IN CELLS AND#3 HORIZONTAL REINFORCEMENT ALONG OPENINGS PER KEYNOTE 8. 51.05 0"UT EACH WAY.CENTER VERTICAL BARS IN CONCRETE WALL. Sheet Title: "UT 0/C 52.#5 x 5-0'REBAR DOWELS a 1LT 01C.CENTER ON CONCRETE WALL JOINT.ALIGN WITH Wall HORIZONTAL REINFORCEMENT.ALTERNATIVELY,PROVIDE N6,1 3'-0'DOWELS WITH HILTI'HIT-HY 200'ADHESIVE FOR POST-INSTALLED CONDITION. Elevations 53.STEP TOP OF CONCRETE WALL COORDINATE LOCATION WITH CIVIL GRADING PLM- NOTES: • VERIFY ALL CONDITIONS WITH ARCHITECTURAL DRAWINGS. DIMENSIONS NOT SHOWN ARE PER ARCHITECTURAL DRAWINGS. RESOLVE ANY DISCREPANCIES WITH THE ARCHITECT PRIOR TO BIDDING OR CONSTRUCTION. • FOR TYPICAL REINFORCEMENT CLEARANCE REQUIREMENTS SEE DETAIL 6/34.1. - FOR TYPICAL CMU CORNER CONNECTIONS SEE DETAIL 7/54.1. - FOR TYPICAL CMU EXPANSION JOINT DETAIL.SEE 6154.1. • FOR TYPICAL CMU WALL SECTION DETAIL.SEE 9/54.1. A • FOR TYPICAL CMU LINTEL SECTION DETAIL SEE 10154.1. C:? RFI N67 O 10/31/15 © \J co T1 A g , REFER T0183.1 _ Revisions I /k �} i FOR REINF. 8. 17 August 2018 �_�r /: sl Coordination Set ' \ LOOK94 August 2018 ' \ Structural Plan Review ® :Z' ;^\ .�- '4 ' m\ -__® ,,�l, ConstructionstChanges _ /� TOP OF GRACE, II 1 ® - 4-'� - ��--.__`-��.' ' 1 ' REFER YD CIVIL 16 `'_ �'` LO _ _ _ _..._._� DRAWINGS 26 TTP. it t„..-& ,. .------- r� � �t � � 1, 0 \ Tl MEZZANINE h ' ■\; 0 „Alp 8 18'- P- �, a----- 5 s T ,s- m ., m8 � � .r0 m ,$ 1 N*PRY NM M4MI145 ME ME F4OFOI Y if J. N EX W I In EC IWIG EAMAIRS NC 4 NIF WINO NCCN OF T N T N I WINO SSOF MM Wr. 1I CPr1AAlkO EINENEERS WC. 3 CONCRETE WALL ELEVATION (GRID '1') Date 17August 2018 S3.1 THICKNESS t-a'U N o SCALE 1/8"=1'-0" Drawn by: Checked by: JSC RNT/VL Job Number. 116139 Sheet of: S3.1 For Construction Set -- August 2018 1,08roIENUN1PLa16730 28 ``jl, T 7 n T T PANEL ELEVATION KEYNOTES: r�%1. TYPICAL REINFORCEMENT.#5 VERTICAL g 2-13"0/C CENTERED IN CELLS AND(2)M4 HORIZONTAL BOND BEAMS a 4-0'0/C. (2)Its BOND BEAMS AT ALL FLOOR AND ROOF LINES.AT ENOS OF h WALLS AND WALL SEGMENTS BETWEEN OPENINGS TERMINATE ALL HORIZONTAL BARS WITH A 4/ilim.0W0'' '`"--- STANDARD HOOK AROUND THE VERTICAL REINFORCEMENT.SEE DETAIL 6!54.1. • e' t 13.-2'tI # 17.7" 1 2. TYPICAL REINFORCEMENT_#5 VERTICAL®3'- OIC CENTERED IN CELLS AND(2)#4 HORIZONTAL MILDREN DESIGN GROUP,P.C. .Jr -t i' .I ! Y I BOND BEAMS 4'-04"O/C-(2)#S BOND BEAMS AT ALL FLOOR AND ROOF LINES.AT ENDS OF q ge SPACE PLANNING {�•l WALLS AND WALL SEGMENTS BETWEEN OPENINGS TERMINATE ALL HORIZONTAL BARS WITH A STANDARD HOOK AROUND THE VERTICAL REINFORCEMENT.SEE DETAIL 5/54.7_ 7650 S.W.Beveland,Suite 120 3. AT THE VERTICAL EDGE OF ALL OPENINGS PROVIDE(2}its VERTICAL BARS FOR FULL HEIGHT OF Tigard,Oregon 97223-8692 WALL. Voice 503-244-0552 0 © © 4. AT THE TOP OR BOTTOM OF ALL OPENINGS PROVIDE(2)45 BOND BEAMS EXTEND 2'8'MINIMUM Fax:503-244-0417 (� PAST ALL OPENING EDGES. fV -Q 5. A7 WALL PIERS PROVIDE#3 HORIZONTAL REINFORCEMENT 9'OIC, HOOK BARS AROUND r-\J `.`J JO VERTICAL REINFORCEMENT AT EACH END WITH A 180 DEGREE STANDARD HOOK.WHERE VERTICAL REINFORCEMENT IS AT EACH FACE THEN PLACE HORIZONTAL BARS ON ALTERNATING 24 - FACES.SEE DETAIL CV54,1. NI 8. PROVIDE#3 HORIZONTAL REINFORCEMENT 1'-0'OIC HOOK BARS BARS VERTICAL �� rl ,T REINFORCEMENT AT EACH END WITH A 90 DEGREE STANDARD HOOK_WHERE VERTICAL REINFORCEMENT IS AT EACH FACE THEN PLACE HORIZONTAL BARS ON ALTERNATING FACES SEE DETAIL 554 1. ! 7. EOR LENGTH OF PIER PROVIDE#5 VERTICAL BARS a 5'0/C CENTERED IN CELLS_ - E 8. FOR LENGTH OF WALL SEGMENT PROVIDE 45 VERTICAL BARS®1'-4 0/C CENTERED IN CELLS. JA 2 37 J1 9. FOR LENGTH OF WALL SEGMENT PROVIDE#5 VERTICAL BARS EACH FACE 2-0'0/C. fp CMU WALL ELEVATION (GRID D') 10.AT THIS LOCATION PROVIDE#5 VERTICAL BARS EACH FACE @3-4 OIC. 11.WALL TO SLAB DOWELS a 2-0"0/C PER DETAIL 3/S4.1(DETAIL 14/54.1 AT CONCRETE WALL). THICKNESS t=8'U.N.O. SCALE: 198"=1'-0" 12.WALL To SLAB DOWELS®4'-0"0/C PER DETAIL 3/54.1(DETAIL 14/54.1 AT CONCRETE WALL). (� 13.MINIMUM(2)WALL TO SLAB DOWELS,EQUALLY SPACED,MINIMUM 4"EDGE DISTANCE,PER INE4.�" DETAIL 3/54.1. [a,re0 14.MINIMUM(3)WALL TO SLAB DOWELS,EQUALLY SPACED,MINIMUM 4"EDGE DISTANCE,PER �j �EL DETAIL 3/S4.1. TN•- 'T"^^"�T1, 15.#5®10.0/C VERTICAL,450 1'-0.010 HORIZONTAL CENTER VERTICAL BARS IN CONCRETE ....e.:(,017.750,F nIWALL (2)#5 AT WALL EDGES ANO AROUND ALL OPENINGS.EXTEND HORIZONTAL BARS 2'-0•MINIMUM T `U /� LPAST EDGE OF OPENING,EXTEND VERTICAL SANS FULL HEIGHT_ `t 1 , I L:Y,� 17.AT ALL CORNERS OF ALL OPENINGS PROVIDE(2}#5 x 4-0•DIAGONAL BARS. 79.KEYNOTE NOT USED. EXP: 5/30/20 19.WALL TO SLAB DOWELS a 4"OlC. 1M K 19 --' 20.WALL TO SLAB DOWELS 0 5.OfC. • • I --• - - - . \1 21.WALL TO SLAB DOWELS(27.OIC. T.M. RIPPEY ,� © © ei 41 ' �/ 2z.WALL r0 SLAB DOWELS 9.DIC. CONSULTING ENGINEERS . 't-i . //� • 23.WALL TO SLAB DOWELS a 1-C 0/C, 7960 511 BevaleW Sheet,Suke 100 (f)]___ __ __. _ _ __ _ ` 43 24,WALL TO SLAB DOWELS a T-0'OfC. T5er4,Oregon 97223 �� y TT��^p� �-- 4 25.WALL TO SLAB DOWELS a 2-0.0/C. Fax Phone,(may� -3900 _'�_-__�_ - _---_- lJ LJ'' O v (�-� @ FaR:(50.11443-3700 _ ��, ` 26,WALL TO sLae DOWELS 4'-0"pfC. 0 - 7 t V 0 „■ a psi , 27.EXPANSION JOINT,SEE DETAIL 8!54.1. ��,` `v La~ X,tomO 0 28.AT ENO OF WALL PROVIDE(2)WALL TO SLAB DOWELS®8"OICIONE EACHCELL)SIMILAR TO L 4] �'� DETAIL 7154.2 EXCEPT DOWELS SHALL HAVE 9"EMBEDMENT INTO FOOTING. • lel { _ _ Y �� Vo!sl� -__ • {� r� - r' 29. VERTICAL CONTROL JOINT_ l l -- Y -- 1 r--o i�` 30.(2) VERTICAL BARS AT END OF WALL. V `J `='J 1114 BO- 31.TYPICAL REINFORCEMENT.#5 VERTICAL a 3'4"OIC CENTERED IN CELLS AND(2)#5 HORIZONTAL BOND BEAMS a 3'-4"OIC.(21#5 BOND BEAMS AT ALL FLOOR AND ROOF LINES.AT ENDS OF 0 ��,_ WALLS AND WALL SEGMENTS BETWEEN OPENINGS TERMINATE ALL HORIZONTAL BARS WITH A �J STANDARD HOOK AROUND THE VERTICAL REINFORCEMENT_SEE DETAILS/S4.t Nolen32.(4)48 BARS AT END OF WALL,(1)BAR EACH CELL.PROVIDE DOWELS INTO FOOTING AT EACH JLR VERTICAL BAR AND TERMINATE WITH A STANDARD HOOK SIMILAR TO DETAIL 3,154.1.DOWEL SIZE 31 38 .}' 31 3. )1*- �' 2 37 IIS TO MATCH VERTICAL BAR. 33.(4)87 BARS AT END OF WALL,(1)BAR EACH CELL.PROVIDE DOWELS INTO FOOTING AT EACH VERTICAL BAR AND TERMINATE WITH A STANDARD HOOK SIMILAR TO DETAIL 3/54.1,DOWEL SIZE CMU WALL To MATCH VERTICAL BAR. CMU WALL ELEVATION (GRID 121) CMU WALL ELEVATION (GRID'6'} ELEVATION (GRID'7') 34.`VERTICAL BARSAT AND D TTERMNI ATE BARS HA EACH PROVIDE DOWELS TDETAIL 3164.1 AlWE SIZE TO MATCH VERTICAL BAR_ 53.2 THICKNESS t=17'U.N.O. SCALE: 118"=1'-0'• 53.2 THICKNESS t=12'X.N.D. SCALE' 118"=1'-0" THICKNESS t--8"U.N.O,SCALE:SIS"=1'-0" 35 (4)45 BARS AT END OF WALL,(2)BARS EACH CELL.PROVIDE DOWELS INTO FOOTING AT EACH VERTICAL BAR AND TERMINATE WITH A STANDARD HOOK SIMILAR TO DETAIL 3/54.1.DOWEL SIZE 720 NE Grand Ave. TO MATCH VERTICAL BAR. //�� // 38.WALL TO SLAB THRU-DOWELS 0 7-0.0/C- Portland,Oregon 97201 L R J (B) 37,WALL TO SLATS THRU-DOWELS a 4'-0'0IC_ YY 38.MINIMUM(2)WALL TO SLAB DOWELS,EQUALLY SPACED.MINIMUM 4"EDGE DISTANCE,PER DETAIL 15!54.1. LS C.:1:..,. l3 Y It I 38.MINIMUM(3)WALL TO SLAB DOWELS,EQUALLY SPACED,MINIMUM 4"EDGE DISTANCE,PER /','� I DETAIL 15/54.1. E rl'wJ - 4 J I T -I ` _ _-- - T/3RD FLOOR$, 40.WALL TO SLAB DOWELS d T-IT O!C SIMILAR TO DETAIL 3/84.1. ! 1 `" -�F 41.COLLECTOR REINFORCING.(8)87 CONTINUOUS HORIZONTAL,LAP WITH EMBED BARS EACH END Project: PER DETAIL 4155.7. �� 42.ATTACH WALL TO SLAB PER DETAIL 9/55.1 W/REBAR SPACED*7-0'OIC MAX, New ew Building O 11 (1. 43.ATTACH WALL TO SLAB PER DETAIL 9/55.1 W/REBAR SPACED a 7A'010 MAX. n XO Y 44.ATTACH WALL TO SLAB PER DETAIL 955.1 W/REBAR SPACED a 4'-0.0/C MAX. _-_ __ _� ___ __-_- - - - n++J I -,-_ T/2NO FL00 45.TYPICAL REINFORG'0/0.(#5 VERTICAL 7$'OIG FLOOR IN CELLS AND(2}A5 HORDFNrAL t ! BOND BEAMS®7-8"OIC_(2)#5 BOND BEAMS AT ALL FLOOR AND ROOF LINES AT ENDS OF WALLS AND WALL SEGMENTS BETWEEN OPENINGS TERMINATE ALL HORIZONTAL BARS WITH A •A-0 STANDARD HOOK AROUND THE VERTICAL REINFORCEMENT.SEE DETAIL 5154.7_ i 30 10 0 .w-10 . 45.FOR LENGTH OF WALL SEGMENT PROVIDE#5 VERTICAL BARS 0 7-0.0/C CENTERED IN CELLS. 0 0 47.PROVIDE#4 HORIZONTAL REINFORCEMENT @ 2'W 0/C.HOOK BARS AROUND VERTICAL 10125 SW Washington Sq Rd. (tel O `� © REINFORCEMENT AT EACH END WITH A 90 DEGREE STANDARD HOOK SEE DETAIL 6154.1. Portly d.Oregon '��- 48.ATTACH WALL TO SLAB PER DETAIL 9!55.1 W/REBAR SPACED 1'4'OIC MAH, 1 4 I 0 {q I / �� 0 0 4g,TYPICAL REINFORGEMEnl7_#5 VERTICAL 1'A"OIC CENTERED IN CELLS ANO(2}#4 HORIZONTAL �[ �' BOND BEAMS®4'-0"0/C_(2)115 BOND BEAMS AT ALL FLOOR AND ROOF LINES.AT ENDS OF - - WALLS AND WALL SEGMENTS BETWEEN OPENINGS TERMINATE ALL HORIZONTAL BARS WITH A 1110 • ::Q� 101 STANDARD HOOK AROUND THE VERTICAL REINFORCEMENT.SEE DETAIL 8154.1. \n/ III 50.FOR WALL SEGMENTS OF LENGTH EQUAL TO OR LESS THAN 4'-0',PROVIDE#5 VERTICAL BARS Q ��-",/ \ lb vAIL 1'-0"0/C CENTERED IN CELLS AND 43 HORIZONTAL REINFORCEMENT ALONG OPENINGS PER ___ ___ _ KEYNOTES. I © _I. 1 51.#5®1'-0.0/C EACH WAY.CENTER VERTICAL BARS IN CONCRETE WALL Sheet Title: 2 37 BIL CMU WALL I 52.# '-0 5 K 5 'REBAR DOWELS 1'6OIG' CENTER ON CONCRETE WALL JOINT.ALIGN WITH Wall If z 3e 2 HORIZONTAL REWFpRCEMENT_ALTERNATIVELY,PROVIDE#5 x 3'-0'DOWELS WITH HILTI'HIT-HY 206/ADHESIVE FOR POST-INSTALLED CONDITION. Elevations ' ' (GRID' ') ELEVATION (GRID'15') 53.STEP 70P OF CONCRETE WALL COORDINATE LOCATION WITH CIVIL GRADING PLAN. 5 CMU WALL ELEVATION (GRID H) 6 CMU WALL ELEVATION C 53.2 THCKNESS t--8"U.N.O. SCALE:118"=1,0" 53.2 THICKNESS 1=8"U.N.O. SCALE: 118"=1I-0" THICKNESS t=8"U.N.O. SCALE:118"=1'5" NOTES: - VERIFY ALL CONDITIONS WITH ARCHITECTURAL DRAWINGS.DIMENSIONS NOT SHOWN ARE PER ///�� ARCHITECTURAL DRAWINGS. RESOLVE ANY DISCREPANCIES WITH THE ARCHITECT PRIOR TO Q Q J 12 11�I BIDDING OR CONSTRUCTION. V FOR TYPICAL REINFORCEMENT CLEARANCE REQUIREMENTS SEE DETAIL 6/54,1. - FOR TYPICAL CMU CORNER CONNECTIONS SEE DETAIL 7/54.1. FOR TYPICAL CMU EXPANSION JOINT DETAIL SEE 854.1. I915 - FOR TYPICAL CMU WALL SECTION DETAIL SEE 4.1. LIT' -'rO. - FOR TYPICAL CMU LINTEL SECTION DETAIL.SEE 70/54.1, �.L_. 5 a.21 _ __. I Revisions8. 17 August 2018 • _ Coordination Set ri StrOngoi g Cn ngesT ? 1►-- 10.Ongoing Changeseview O . "_ Construction Revisions I 1 0 ,• ,'<i)1 0 ,�'�, 0 0 0 0 �l'J V Q ,:r•-® --O 0 O- -fl O- O - 0 >O p O- a"+e w A,t. .v.eh .M.••r T11 NL4)6)1 TO MC M PAOPUTr CC X '"- IMMO © �` IHito. AC USED Cif FiffmcoMED NIT LIMIER TARP Of MAPPER RIPPEY canaaimG NONCOMS 1NC. AM MITTEN PEAYi551CN 0<T,M.NrvPEr �� CONSATMC MINCERS NC. C® 1; 31 38 I 31 I� /LIQ Date: 17 August 2018 © © F 0 • 00 AL 00 0ii 'IL ® 2 ® Drawn by: Checked by: CMU WALL CMU WALL CMU WALL CMU WALL CMU WALL CMU WALL CMU WALL JSC ANT/VL QsELEVATION (GRID'13') ELEVATION (GRID'12') 10 ELEVATION (GRID'11.5') 14 ELEVATION (GRID'A.5') ® ELEVATION (GRID'B') ELEVATION(GRID'11.7') ELEVATION (GRID'10') Job Number:: 816139 THICIWE8 U_N 0_SCALE. 1/8"=7'-0" 53. THICKNESS t-12'U.N.O.SCALE:1!B"=1'-0' 53.2 THICKNESS t=17 U.N.O. SCALE: 1/8"=1'.0" S3.2 THICKNESS 1--12"U.N.O. SCALE', 1/8"=Y-0" THICKNESS t=12"U.N.O. SCALE: 118"=7'-0" THICKNESS 1=12`U-N O. SCALE 118"=1-0" THICKNESS t=B"U.N.O. SCALE:1/8"=1'-0' Sheet of: RFA. S3.2 181/18 For Construction Set - August 2018 1149105NUM9ER 54334 28 PANEL ELEVATION KEYNOTES: / -0 1. TYPICAL REINFORCEMENT.95 VERTICAL 0 2'-8"0/C CENTERED IN CELLS AND(2)94 HORIZONTAL BOND SEAMS a 4'-0'01C.(2)95 BOND BEAMS AT ALL FLOOR AND ROOF LINES_AT ENDS OF WALLS AND WALL SEGMENTS BETWEEN OPENINGS TERMINATE ALL HORIZONTAL BARS WITH A ' STANDARD HOOK AROUND THE VERTICAL REINFORCEMENT.SEE DETAILS/S4.1. 21 . .....,... 2. TYPICAL REINFORCEMENT.95 VERTICAL a 2-4"010 CENTERED IN CELLS AND(2)#4 HORIZONTAL M ILDREN DESIGN GROUP,P.C. BOND BEAMS a 4'-0"0/C.(2)95 BOND BEAMS AT ALL FLOOR AND ROOF LINES.AT ENDS OF ARCHITECTURE , SPACE PLANNING WALLS AND WALL SEGMENTS BETWEEN OPENINGS TERMINATE ALL HORIZONTAL BARS WITH A STANDARD HOOK AROUND THE VERTICAL REINFORCEMENT.SEE DETAIL6/S4.1. 7650 S.W.Beveland,Suite 120 3_ AT THE VERTICAL EDGE OF ALL OPENINGS PROVIDE(2)95 VERTICAL BARS FOR FULL HEIGHT OF Tigard,Oregon 97223-8692 WALL. Voice:503-244-0552 4. AT THE TOP OR BOTTOM OF ALL OPENINGS PROVIDE(2)95 BOND BEAMS,EXTEND 2-6'MINIMUM Fax;503-244-0417 PAST ALL OPENING EDGES. 5. AT WALL PIERS PROVIDE 93 HORIZONTAL REINFORCEMENT a 8"0)0. HOOK BARS AROUND VERTICAL REINFORCEMENT AT EACH END WITH A 180 DEGREE STANDARD HOOK,WHERE EP OVERTICAL REINFORCEMENT IS AT EACH FACE THEN PLACE HORIZONTAL BARS ON ALTERNATING Q H FACES.SEE DETAIL B1S4.1, I B. PROVIDE#3 HORIZONTAL REINFORCEMENT a 1'-0'0/C.HOOK BARS AROUND VERTICAL REINFORCEMENT AT EACH END WITH A 90 DEGREE STANDARD HOOK WHERE VERTICAL -_.... I I -- -• 0 ' REE FOREINFORCEMENTAIS AT EACH FACE THEN PLACE HORIZONTAL BARS ON ALTERNATING FACES. I IL 6/S4.1 • 1.�■; W 7, FOR LENGTH OF PIER PROVIDE#5 VERTICAL BARS 8'0/C CENTERED IN CELLS. • 47 AMIE B. FOR LENGTH OF WALL SEGMENT PROVIDE 95 VERTICAL BARS 0 14'OIC CENTERED IN CELLS. I .•'.•. A 9. POR LENGTH OF WALL SEGMENT PROVIDE 95 VERTICAL BARS EACH FACE a 2'-0"0/C. 21 _ 1®II I• 10 AT THIS LOCATION PROVIDE 95 VERTICAL BARS EACH FACE a 3'4'0/C. ~ { 11_WALL TO SLAB DOWELS a 5-0'o!C PER DETAIL 3/S4.1(DETAIL 14/54.1 AT CONCRETE WALL). I o 23 ' 12.WALL TO SLAB DOWELS a 4'-0"61C PER DETAIL 3154.1(DETAIL 14/54,1 AT CONCRETE WALL). [�,��(y� p 13.MINIMUM(2)WALL TO SLAB DOWELS.EQUALLY SPACED,MINIMUM 4"EDGE DISTANCE.PER •ID "/� �� OY DETAIL 3/54,1. 47 L-_' 14.MINIMUM(3)WALL TO SLAB DOWELS,EQUALLY SPACED,MINIMUM 4"EDC£DISTANCE,PER �-f 1e,asa x(25) DETAIL 3154,1. `��'�`a-\----.e.-44\ -- }'`-� - �i - 15.NS a 10'O/C VERTICAL X5 a T-0'0/C HORIZONTAL CENTER VERTICAL BARS IN CONCRETE "0 ncov � (�-/ WALL- '4y�Lr 20.�A, ' ,>'� ,,-C),-~ '� 0 �~�%_ • 4,-- '� 16.(2)95 AT WALL EDGES IND AROUND ALL OPENINGS,EXTEND HORIZONTAL BARS 2'-0"MINIMUM Ph'7t1R8AO \.a �, t ci) 4 PASTEDGEOF OPENING,EXTENDVERTICALBARSFULLHEIGHT_ EXP- 6/3U/2U • • 17.AT ALL CORNERS OF ALL OPENINGS PROVIDE(2)95 x 4'-P DIAGONAL BARS. O \� © 16.KEYNOTE NOF USED.0-1 ��{{{ • '^`� 19.WALL TO SLAB DOWELS®4"OIC. 1...._=k:_0 ' VI . s, I 2211.WALL TO SLAB DOWELS a 1"o.WALL TO SLAB DOWELS a 5' . T.M. RIPPEY _ 47 ,`Y 22_WALL TO SLAB DOWELS a 9"0/C. CONSULTING ENGINEERS II 23.WALL TO SLAB DOWELS a 1'-0'0/C. 7650 Sw Beveland street,Site 100 1' f2 31 .1._ % 31 36 --- 4.' 00 00 24.WALL TO SLAB DOWELS®1'4'01C. Ph/no(503)443-36097220 Oregon 25.WALL TO SLAB DOWELS®7-0"0)0. Fu'/503)443-3700 26.WALL TO SLAB DOWELS a 4'-0'0/C. CMU WALL CMU WALL CMU WALL CMU WALL 27.EXPANSION JOINT,SEE DETAIL 8/54.1, ELEVATION (GRID'FI') Q ELEVATION (GRID'F.5) 3 ELEVATION (GRID'5.3') 53.3 ELEVATION (GRID '6.3') 28.AT END OF WALL PROVIDE(2)WALL TO SLAB DOWELS 0 67'01C(ONE EACH CELL)SIMILAR TO DETAIL 2/S4.2 EXCEPT DOWELS SHALL HAVE 9"EMBEDMENT INTO FOOTING. S3.3 THICKNESS t=17 U.N.O. SCALE 119"=E-0" THICKNESS t=12'U.N.O. SCALE', 11$'=T-0" S3.3 THICKNESS t=12'U.N.O. SCALE:116"=v-ir THICKNESS 1=12"U.N.O. SCALE: VB'=1'.' 29. VERTICAL CONTROL JOINT_ 30(2)95 VERTICAL BARS AT END OF WALL. 31.TYPICAL REINFORCEMENT:95 VERTICAL a 3'4"0!0 CENTERED IN CELLS AND p)05 HORIZONTAL 1 BOND BEAMS a 3'4"OIC.{2)XS BOND BEAMS AT ALL FLOOR ANO ROOF LINES_AT ENDS OF 4 (T,', 7 2 A NOTE: iC WALLS AND WDLL SEGMENTB BETWEEN OPENINGS TERMINATE ALL HORILOM1f7AL BARS WITH A 41 J WALL LENGTH AND WALL OP✓=KINGS VARY. STANDARD 1400K AROUND THE VERTICAL REINFORCEMENT.SEE DETAIL 654.1, OW ner: REFER TO ARCHITECTURAL PLANS FOR DIMENSIONS. 32.(4)99 BARS AT END OF WALL,(1)BAR EACH CELL PROVIDE DOWELS INTO FOOTING AT EACH JLR VERTICAL BAR AND TERMINATE WITH A STANDARD HOOK SIMILAR TO DETAIL 3154.1.DOWEL SIZE - TO MATCH VERTICAL BAR. © © '• 0 0 33.(4)97 BARS AT END OF WALL.(1)BAR EACH CELL.PROVIDE DOWELS INTO FOOTING AT EACH "r-01-,, �� 4 ©' O 1.43 ORMATCH VERTICAL BAR TICAL BAR AND TERMINATE STH A STANDARD HOOK SIMILAR TO DETAIL 3154.1.DOWEL SIZE PA 34.(4)96 BARS AT END OF WALL-(2)BARS EACH CELL PROVIDE DOWELS INTO FOOTING AT EACH VERTICAL BAR AND TERMINATE WITH A STANDARO HOOK SIMILAR TO DETAIL 3!54.1.DOWEL SIZE /� - I O TO MATCH VERTICAL BAR_ ..----035.(4)95 BARS AT END OF WALL,(2)BARS EACH CELL.PROVIDE DOWELS INTO FOOTING AT EACH VERTICAL BAR AND TERMINATE WITH A STANDARD HOOK SIMILAR TO DETAIL 354.1_DOWEL SIZE SII © TO MATCH VERTICAL BAR. .... ill. 38.WALL TO SLAB 7HRU-DOWELS® O7-0' C 720 NE Grand Ave. Portland,ra Oregon 97201 X .i 37.WALL TO SLAB THRU-DOWELS a 4'-0'0/C. 2 14 _! 2 ® 13 000 - /28 38.MINIMUM(2)WALL TO SLAB DOWELS.EQUALLY SPACED.MINIMUM 4"EDGE DISTANCE.PER DETAIL 15/54.1. CMU WALL TYPICAL MEZZANINE 39.MINIMUM TO SLAB DOWELS,EQUALLY SPACED,MINIMUM 4"EDGE DISTANCE,PER DETAIL CMU WALL ELEVATION AT CAR WASH 6 ELEVATION AT CAR WASH COLLECTOR REINFORCING:(6)97 CONTINUOUS HORIZONTAL.LAP WITH EMBED BARS EACH END Project:CMU WALL ELEVATION 40.WALL TO SLAB DOWELS a 1,43-0/C SIMILAR TO DETAIL 3/54.1. S3.3 TRIC KNE55l 8 U N.O SCALE 1/6'=1'-0 S3.3 THICKNESS t 8"H.N.O. SCALE 179'=1'-0 S3.3 THICKNESS r9"U.N.O. SCALE 118'=I'-n' 41.PER DETAIL 41651. New Building 42.ATTACH WALL TO SLAB PER DETAIL 9/85.1 W!REBAR SPACED a 2'-0'0/0 MAX. 43.ATTACH WALL TO SLAB PER DETAIL 955.1 W!REBAR SPACED a 2-8"O/C MAX. 44.ATTACH WALL TO SLAB PER DETAIL 955.1 W!REBAR SPACED a 4'-0"0/C MAX. 45.TYPICAL REINFORCEMENT:95 VERTICAL a 7-0"O/C CENTERED IN CELLS AND(2)95 HORIZONTAL BOND BEAMS a 7-9'0)0-(2)95 BOND BEAMS AT ALL FLOOR AND ROOF LINER_AT ENDS OF WALLS AND WALL SEGMENTS BETWEEN OPENINGS TERMINATE ALL HORIZONTAL BARS WITH A STANDARD HOOK AROUND THE VERTICAL REINFORCEMENT.SEE DETAIL 6164.1_ 46.FOR LENGTH OF WALL SEGMENT PROVIDE 95 VERTICAL BARS a 2-0'01C CENTERED IN CELLS. 47.PROVIDE#4 HORIZONTAL REINFORCEMENT a 2-0"0/C.HOOK BARS AROUND VERTICAL 10125 SW Washington Sq Rd. REINFORCEMENT AT EACH END WITH A 90 DEGREE STANDARD HOOK.SEE DETAIL 654.1. Portland,Oregon 48.ATTACH WALL TO SLAB PER DETAIL 9/55,1 WI REBAR SPACED a 1'4"0/C MAX. 49.TYPICAL REINFORCEMENT 95 VERTICAL a 1'-4"0/C CENTERED IN CELLS AND(2)94 HORIZONTAL BOND BEAMS Q 4'-0"O/C-(2)65 BOND BEAMS Al ALL FLOOR AND ROOF LINES-AT ENDS OF WALLS AND WALL SEGMENTS BETWEEN OPENINGS TERMINATE ALL HORIZONTAL BARS WITH A STANDARD HOOK AROUND THE VERTICAL REINFORCEMENT.SEE DETAIL 6154.1. 56 FOR WALL SEGMENTS OF LENGTH EQUAL 70 OR LESS THAN 4'-0',PROVIDE E6 VERTICAL BARS a 1'-4'OIC CENTERED IN CELLS AND 93 HORIZONTAL REINFORCEMENT ALONG OPENINGS PER KEYNOTES. 51.15 a 1'b'0!C EACH WAY.CENTER VERTICAL BARS IN CONCRETE WALL. Sheet Title: 52.#5 x 5-0"REBAR DOWELS a 1'-0'0/C.CENTER ON CONCRETE WALL JOINT.ALIGN WITH Wall HORIZONTAL REINFORCEMENT.ALTERNATIVELY.PROVIDE 95 x 3'-0'DOWELS WITH HILT!'HIT-HY 200'ADHESIVE FOR POST-INSTALLED CONDITION. Elevations A 53.STEP TOP OF CONCRETE WALL,COORDINATE LOCATION WITH CIVIL GRADING PLAN. NOTES: - VERIFY ALL CONDITIONS WITH ARCHITECTURAL DRAWINGS, DIMENSIONS NOT SHOWN ARE PER ARCHITECTURAL DRAWINGS.RESOLVE ANY DISCREPANCIES WITH THE ARCHITECT PRIOR TO BIDDING OR CONSTRUCTION. - FOR TYPICAL REINFORCEMENT CLEARANCE REQUIREMENTS SEE DETAIL 6154.1. - FOR TYPICAL CMU CORNER CONNECTIONS SEE DETAIL 7154.1. - FOR TYPICAL CMU EXPANSION JOINT DETAIL.SEE 5/64.1. - FOR TYPICAL CML WALL SECTION DETAIL,SEE 9/S4.1. - FOR TYPICAL CMU LINTEL SECTION DETAIL,SEE 10154.1. Revisions: 8. 17 August 2018 Coordination Set 9. 24 August 2018 Structural Plan Review 10.Ongoing Changes Construction Revisions MESE MAW)INE 11E Eaa'E1110, II PIPET Cb,SUL1e6:ENL&EEUS SC. HO HS WI OBE UM 15 MIPRee1.13 IN NIT Ha1A HIED!CIM RE P,054 WRITTEN PEIGfPS)N OF T.N.OPPEY W'e1EING C.Mr-FMS OG Date 17August 2018 Drawn by: Checked by: JSC RNT/VL. Job Number: 116139 Sheet of; S3.3 For Construction Set - August 2018 174RIORNDMa£R16311 28 TRENCH DRAIN BY OTHERS, COORDINATE DEPTH WITH . SUPPLIER 112" 2itrl - NOT GIPPED GALVANIZED 1 LR . • L4x4x1!t CONT.ANGLE WI 0'-11"+A f:LR - 040247 OM • a x2-CF BARS 0 2-0"ac M ILDREN DESIGN GROUP,P.C, G I • ARCHITECTURE • SPACE PLANNING SAWCUT Y3 SLAB DEPTH SAWCUT EVERY OTHER Y;j/ 4 3" l 7650 S.W.Beveland,Suite 120 Tigard,Oregon 97229-9692 BAR AT CONTROL JOINT I EXTERIOR Voice 503-244-0552 GRADE f 4 ° COAtPACTEDI CRUSHED DISCONTINUE REINF. 9118 J/ Fax:509-244-9417 /�CONC.SLAB,SEE PLAN ROCK PER GEO- 4.+1",( I f 1 IN3)7"d'OIC - J2 P L. RE!14-15 ] 1 TECHNICAL REPORT • °" l 0920V18 (3)M5 xCONT, / Tr T - e )S'y �• AT BOTTOM --/ ( g 1�CYIY �Y�`ll� .11111QRNN SUPPLIER ' �MIN� COMPACTED!CRUSHED I NOTE SEE PLAN FOR LOCATIONS 1 g 7 AT TRENCH DRAIN RpcK IN ACCORDANCE WHERE SLAB BARS ARC CONTINUOUS wr SOILS REPORT.TEE THROUGH JOINTS0 CMU WALL PER PLAN A ® CONTROL JOINT 111Nscorinr4uoLLSAr HOT DIPPED GALVANIZED TOP HORIZ.REINF,HOOKED BAR SPACING 16330-C2 4,.=1•-0. AT EACH VERT,WALL L 4x4>ty CONTINUOUS AROUND VERT.REINF.AS It PER ELEVATION 2#"CLR,TO BAR PROVIDERS VERT. ANGLE W11f5 x2A"BARS GONE-SLAB PER PLAN REQ'D PER ELEVATIONS �flT.J DOWEL STANDARD HOOK SII, - CONCRETE SLAB 2O 0/C TURN DOWN TOP 15"MIN.CLR %sKd/I '' / j l I S. PER PLAN EXTERIOR GRADE 1 E //r REINF,AT SLAB EDGE TRENCH DRAIN gpR HORIZ. a � /� -7�TG^ /•�f '/.'O SMOOTH DOWEL x 1'-2" GRADE BY OTHERS - / 1 ` SLAB PER PLAN BY OTHERS G O ,�(� LONG®2-0"OIC(PROVIDE % • - JJ !(/ ` `(lv' DOWEL BASKETS AS NECESSARY. .g • • 56/ e C � LOPE 2y"CLR_70 Sc1 NBgk �* a NOT BREAKER FULL APPLYEBOND +�•447-‘4,,A.."J °.may!'~�,�''��•� 05 NE-0"DOWELS ATI SPACING I1�j / "I�= E0 �` •- 1 •+ MER PLAN EACH FACE BARS RL. q r1 Rtrzo t 7 _ Ep SLOPE S u- ^ LENGTH. Q B' • ., '""�II ° " C PER PLAN -�.- p_ CENTER DOWEL IN SLAB MIN. \\'IAA t., '~ a v • l cox MINI. =ilk CONE.SLAB,SEE PLAN 2" • PER ELEVATION W 4 (OR TOP OF °' ° • COMPACTED/CRUSHED • ' • ° d BAR SPACING "44,.'`• zo,+°°� 2M"+1 .CLR, qq °e o Wl536"EMBED.W/4"MIN.EDGE RFI iN07 FOOTING BELOW) y18 �2 ROCK PER GEO- 1 L a CMU BLOCK PER ELEVATION �p/y P� yyII 1 i a • DISTANCE 11108J18 0 ° O TECHNICAL REPORT SMOOTH DOWELS 7URt� ,1(` T - • • - • . • a • °n ® 1 1 SIM,TO 2/84,1 PER PLAN - 1 T7' I T • • e• • 3., •• - CRUSHED ROCK BASE PER \ 3` EQ. JF • { RFI{115 ° EXP: 6/30/20 [�� )[�� _ �J-;/�� ? CLR, GEOTECHNICAL REPORT 09120118 1'-0' NOTE: CLR 04®2'-0"01CSLOPED EDGE AND / / / CY KY 7CY ['~• ` TC7 ICY KY' II, e • 12)Y5 CONTINUOUS f ARMOR NOT REQ.!)ANGLE �tl®`I,��f �.i��$,t,�,�l�j lilt COMPACTED I CRUSHED \ QS BAA A7 BOTTOM TYPICAL AT STOREFRONT CONDITION_ 3. (4)110x CONT. i 9ii//i aEQ. s �� /T� ROCK IN ACCORDANCE ` FTG.PER PLAN MIN. HORIZ.REINF,HOOKED \i/il W!SOILS REPORT,TVP. - CLRAROUND VERT.REINF.AS CENTERED IN CELL BARS SLAB EDGE AT OVERHEAD REO'DPER ELEVATIONS- T.M. RIPPEY CONSTRUCTION JOINT 3 FOUNDATION SECTION 0 DOOR AND STOREFRONT 5 TRENCH DRAIN SECTION 0 TYP.WALL REINF. CONSULTING ENGINEERS 7050 94 l3•r•land Simi,8dls 100 54.1 SCALE 314"=V-0" 54,1 SCALE 1"=1'-0" SCALE 314".1-0" S4,1 SCALE-r=1'-0" 16330-05 SCALE 314"=1'-0" 11640 Orman 57223 Moro 65031 443-9600 Fax 65001 443-3700 CMU WALL PER PLAN-\\,iOwner ti I JLR NOTES I HORIZONTAL REINFORCEMENT TO BE CONTINUOUS THROUGH CONTROL I05 �'� II JOINT AT LEDGERS AND LINTELS.SMOOTH DOWELS NOT PERMITTED, 1 k4 /� �i�i (1]Y"$x7S"SMOOTH — r�,p 'P I VERTICAL STEEL 11 DOWEL AT EA BOND p REINFORCING,SEE ' d • � Ma /o-� BEAM,GREASEIDONE END STOPSIDE BOND BEAM BARS • d �1! - GENERAL NOTES FOR '"' ° ° j• [7)1P6 HERTZ�4'-0"0/C x l4 OR PROVIDE PLASTIC EA OF JOINT TYPICAL SIZE B SPACING- �''� TO LAP W/TYP.HORFZ A' 2S" SLEEVE t:r ��' �'� ^ 720 NE Grand Ave. CMU WALL PER 7••••!'s REINF. 4 ':-' �• t 4'O" Portland,Oregon 97201 FOUNDATION PLAN i0 11l HORIZONTAL STEEL ,�'' (2)05 VERT.W! ° • MAX 11 BACKING ROD 8 CAULK 1 PVC WATER STOP 417' , + STANDARD EACH HE p a.1 ti" ON EXTERIOR FACE I (BY OTHERS.SEE ARCH) pet '�h if (2145 VERT.AT CORNER �, /' I,' I f / ALTERNATE HOOK I:,... OF CMI(WALL(BY I //// �/ DIRECTION. I 1OTHERS,SEE ARCH.) f NOTE:SLOTTED END BLOCKS '�' , ° • FOOTING REINF. • (2)64 HOWL _ / q'-0.0)C AT WATER STOP / 2 L • • / °PER PLAN I,l, lir (.(....-10.• #5'Z'BARS(MATCH 1/ —��1�y ypl Ilil4lO %/YA7iBI1Fr�%�IR74DISCONTINUE HORIZONTAL III r°P-VERT.REhNE IN GROUTED • ! BOTYOMEDDYING 1 °d - " SEEIrI rye,'--,,�� ; ��' WALL REINFORCEMENT AT i CELL EA SIDE OF JOINT. /• REINF.J WISTANDARD d• d/ Tri rrr A 37 r Irrr /rrr . EXPANSION JOINT,SEE NOTE I { - °WALL CONTINUES \ LAP ATEA_END FLANProWHEREAPPUCASLE I New Building �� CMU WALL PER EXTERIOR ID I caNc FootlNc FOUNDATION PLAN ' I, 1,$, PER PLAN CMU CORNER � � / d LINTEL BLOCK 7 SECTION (PLAN) CMU EXPANSION JOINT(PLAN) 0 MASONRY WALL SECTION 10 LINTEL SECTION 11 FOOTING STEP S4.1 16330-07 SCALE:1H"=1'-0" $4.1 16330-0B STALE:3l4"=1'0" 18330-09 Is330-10 SCALE',314'=F-0 .54.1 SCALE 314'=1'-0" 54.1 163.30-11 330-11 SCALE 314"-t'-0" 10125 SW Washington Sq Rd. 0 Portland Oregon rt'? Sheet Tile: ^, Foundation 3'0' --I/6 56LO•DOWELS INTO Details ,fes"" CONC.WALL AT EACH • VERT.REINF.BAR D-.---.-. CMU CR CONE.WALL PER PLAN(METAL STUD WALL AT SIM GONG). NOTES: S. NOTE:PROVIDE - LIMIT WALL BACKFILL HEIGHT TO MIN. ADDITIONAL DOWELS AT 4'-0"OR LESS PRIOR TO CMU WALL AS SHOWN. COMPLETION OF STRUCTURE q;/��` �G�G�, ° THROUGH THE SECOND FLOOR. �'`�J AT EACH VERT.WALL (2)04 HORIZ AT - PROVIDE VERTICAL CONTROL BAR PROVIDE VERT, TOP OF WALL JOINTS AT LOCATIONS PER I " ELEVATIONS AND 20'-0"0/C DOWEL INTO FTG.EXTEND MAXIMUM SPACING. 3'-0"MIN.INTO WALL AND ' CMU WALL PER PLAN VERT.CENTER REINF. STANDARD HOOK IN FTG. COLUMN BASE PLATE 22BACKFILL PER ° EMBED.INTO FOOTING DOWEL SIZE TO MATCH - 4-. GEOTECH. WI90'STANDARD HOOK s5 es-o DOWELS AT SPACING PER VERT WALL BAR SIZE W11440 rx9 v4"mr-0 V4" TYP. Revisions: PLATE PLATE DIMS.AT 12 HW , REPORT • HORZ.REINF, ELEVATIONM WI HILTI'HI IN, 2510'ADHES. SLAB DRAG BARS ER PLAN _ HSS SIZE I O O W 10x68 1"s11 1/2"50•-13 114" CONE 16 'EMBED,W/4"MIN.EDGE DISTANCE WHERE PELEVATEQNSCO POfi THRU 8. 17 August 2018 DIMENSIONS SIM.CONDITION �^ ,..0<> SLAB REINF.LAP Q Coordination Set 484 fA•0'-8" 8x0'-10' W 12753 1"x1'-1'h10'-10 1!4" - TYP, a5 7HRu DOWELS AT SPACING 3-0'MIN W/SHEAR 8 I SLAB TO BE IN PLACE PRIOR Q s" S' S•' 9. 24 August 2018 13x6 12x1'A" 8xv-ar - ✓ CONE.SLAB - WALL DOWELS W 18x87 1"x1-51/4'Ya'-10 1Y1' • fr PER PLAN TO BACKFILLING WALL ABOVE 444' DOWELS AT SIM.CONDITION A g, Structural Plan Review 7x7 13x1.-1" 9x1'-1- I It TYP, O O it TYP. — INF COLUMN a O •I e I i TIBIAS ► S \ • l I ISLAB it 10.Ongoing Changes �}��- 1P�'TYP. it TYP. PER PLAN "( --" -• • \ . • • •• • l V Construction Revisions HSS COLUMN — v • r��• 5'18 PLAN . . - • • , ••i 10"TYP., 16'TYP., . • " - SEEPLAN—I , ^ U.N.O. U.N.O. 43 f . • TYP.CONDITION SIM.CONDITION 1"NON-SHRINK GROUT 4 • �ti.-`.I�.y �y�y-ti.4 .-ti.Iy.I. TIFEG -'-• a TlFOOT1NG PL(SEE SCHEDULE FOR SIZE) 2" - . . • - . r��- ` • 2" • . '1 • 1A ` . " e. WI(4)N"16 KT'EMBED A307 DLR , . , ,+��V CLR. • 4 /. BLOCXOUT, PL.3'.I SIZE PER SCHEDULE WI(4) CONC.SLAB BLOCKOUT ANCHOR RODS OR(4)$TB x8" H . ' • • +' • . • ° d. yep • DEE PLAN 3/4-0 SW EMBED.WEDGE ANCHORS PER PLAN. ,I PER PLAN EMBED_WEDGE ANCHORS_ Q 3" - e �. _.�` CRUSHED ROCKEE ° •• `a � CUR _ _ _ .4 s �' BASE PER GEOTECH. PLANSI . .a • L11] CONC.SLAB y ~ - "-// -�r • d 8 I ` TISLAB FOUND.DRAIN ;,'R.. r , W r �r• Lr r4g[ r •��.� REPORT ° SEE PLAN NK GROUT 7 Y' • 1 � ti ' °/T.NQNHRI '• TISLAB -� PER CIVIL WIGS CLR LONGTD_REINF. y ' •10" CLR -• ° TYP. --. - - ' •wK}.aTHESE RR.xWG1 TIE THE PMOPERT1 a'TRANSVERSE —• �U.NO. REINF. •v<.• n z,PP1r�xvlVIC Excx40Ez1 ArcTYP, 5 ° G1 °. 5 • • .. / ea. ° . T/FOOTING 0 S s .. }... •/..V.-`•F.-0-i MC me IDT m AC Iso PR REPKOOLEo D.N.G. • • i'I A;° ,. 3" [.'-.::.` R,W I Mitt MP,•w lit PRWFa T/FOOTING Hx W 17f R M VERT.REINF. HORIZ REINF, rT'G LONGTD PTO TRANS. ADDITIONAL NOTES SEE PLAN • nn:11En CEkb55mH or I x PPPET II . 4 PER CLR. 058110080 0118041(85 HC. II I Z' 'S (4104 TOP 04 01'3'OIC TOP PER • I•S !S °. PLAN `I. - 11'-0" 8" 5'-0" 3'lf' 1'-1" A5®10"OIC M5®1'fi'OIC STEM re=4,000 PSI / Date: 17 August 2018 . �' • 9 3"CLR a AND BOTTOM 05®1'S"01C BOTTOM PROVIDE GRANULAR PAD (3)64 TOP 04 @ 1'a CVC TOP BELOW FOOTINGS PER ! Drawn b Checked by: - " ° • PER PLAN / T-0" 9" 4'-V' 2A" 1'-1" 65 1'�'OIC 05®1'-L1"OIC �0 001T014 #5®1'S"0/C BOTTOM STEM fe=4,000 PSI SOILS REPORT,TYP, J I� Y RNT!VL • 12 HSS COLUMN TO FOOTING 13 WF COLUMN TO FOOTING f 14 RETAINING WALL SECTION is SHEARWALL FOOTING SECTION Job Number: 116139 S4.1 16330-13 SCALE:3/4"-1,8" S4.1 --- SCALE:314"=1'4? S4.1 16330-41 SCALE 3f4"=1'-0'• S4.1 16330-42 SCALE 3/4'=1'-0- Sheet of: S4.1 For Construction Set - August 2018 lRIORNUMER16;n 28 1.1.. 4 qF® /it....--- Fgial'el 102fL'16 MItnREN DESIGN GROUP,P.C. a ARCH TEl'rUAE • SPACE BANNING 7650 S.W.Beveland,Suite 120 Tigard,Oregon 97223-8692 Voice 72 ODern. l'ax:503-244-0417 7A 14)08 IN GRACE M4 x 2•-0"O7-0"OIC BM AT BRACED COORDINATE W! FRAME CONC.SLAB ,• 8" 1- ELEVATOR SUPPLIER \ 1'-2 \`;\'\` Ppr PLAN •Il' • I{ w w '\'\\� r COLUMN PER PLAN hZ- _ ° = - e GNU OR CONC- ' _ U FACE OF 'I • 1 .L2 '.4 ' WALL PER PLAN REBAR DOWELS PER 3/54 1 10" 7-11k PIT 1 \ I .. .._...p._../-.2 2-C' ® 94° PL.3'4x8 Yp0'-9 Y;W1 MAX. RF1 tl®B ��` "£ �` (4)VO x8'EMBED. 1• I {3)M3 TIES AT TOP (2)NS AT TOP w 10.'429118 r WEDGE ANGHORs CLI. i 'r AND 10"O!C MAX s. i OF WALL •a W SPACING ��H4f`7/ NOTE: 4 i`q n• ' \ g ° 04�¢1'17'O/C EACH • COORDINATE ANY RECO o LQS (2)115 CONT.W17-0" • . r /a•� CORNER HOOKS. CO CONC FLOOR SLAB F•• 4 • •° • SUMP LOCATIONS wl WAY.USE 1'-0"MIN, c K----M O 1'-Q=EACH WAY. S1/4S11 61' PER PLAN I ---- rte G r • LAP AT CORNERS ELEVATOR SUPPLIER. U w EACH FACE/ERF.W! `+ T!)IAB\ ��, . -f.; ,. O O • + 4 a4 Ev SEE S�S4.1 w • BTND.HOOKS INfO F['G1 sr:: R l 1 _ Ic.zn FTG DOWELS a TO �I-'�' • _ •� • CONT.WAFER `P�wI .-7-3-J2,, 70• TOP R£INF- MATCH ALL .'r� • 77..._ ,../1< rim' I ('Il O �r _�_ .. •a_ .PEA PLAN REINF.ALT TAILS. ■ a❑ STOP.TVP. xDEGON LAP 726AR DIA '�•1T)f.7 L1:;G -r I °•_ _ YIFT'G�l '�9�G��7'26,1� 'r<' {4)MS:CONT.f3ETYYEEN z - • - • , I • a a ¢ `H 30 <� f-I - i t _ • :v 5 ruRe�° d 4 GOLLIMNSi 1 $ • /� ° i- O u2j❑ • < • ° i ' ❑ RL 1'-e" b - •• • a • al srS E1SP: 6/3Q/20 PLAN 3' dPER d a r ' ° a E • M:COM,I./ EACH WOlC AY_f • .• + a• . a •d a = Cin ° et. .44 3 c 8°.,� e a -. �- °� ° • CONC. .•- °, ••- `L 3n�J O �i7..L� VERT.W! ELEVATOR - BOT REINF.PER PLAN ,vl NON-SHRIN1 N1 'K `.' PIT a�Iy! 1- U LEVELING GROUT -_/'-' FACE OF if COysrirtvc�EPPtEy ENGINEERS PER PLANI PIT- L CL OF FTC 7669 Si Bwlderal Shed SLIT•100 1• $ / I- W PER FOOTING SCHED. I• 1 d Ore9°^9 TT 1I Pt *(5031443- 0 1 TYP. FOUNDATION SECTION AT COLUMN FTG. SECTION AT CMU PARTITION WALL BRACED FRAME FOOTING CONNECTION 4 FOOTING SECTION F•s(503)44337W S4.2 16330-45 SCALE.1"=1'-0• 54.2 SCALE r'=1'-0- S4.2 10330-52 SCALE 1'-1'A" 54.2 '633C•5.` BCALE. 314'=1'-0" - V7- COORDINATE FINAL SIZE&LOCATION OF SUMP PIT W/ELEVATOR SUPPLIER SUPPLIER TO PROVIDE PIT COVER Owner: MEETING REQUIREMENTS OF APPLICABLE ELEVATOR CODE. '7- TY D HSS COLUMN - z-cr i..1 COORD W! --"\---F- CMU WALL PER K AS eJ j11L PER PLAN - I ELEVATOR rw CUT FIRST BLOCK AS BASE PL PER - 04 x-I 7-T O 2-0'0/C SUPPLIERREGO,TYP. -.r j\/-.r- DETAIL 12/34.1 )-"- 2•-0• I BOTTOM TRACK TO MATCH COORDINATE FINAL SIZE 8 LOCATION OF SUMP ELEVATOR PIT 4 14I-HIGH STRENGTH I. ' CONC.SLAB PER PLAN -± �,� ya x 2-0,r ®2-0.Or'C I STUD GAUGE W(WE x6' PIT W/ELEVATOR SUPPLIER. WALL.SEE DETAIL • LEVELING GROUT - Ca,G SLAB PER' , 1.• 1 ANCHOR BOLTS AND Y1k3x0-3' SUPPLER TO PROVIDE PIT COVER MEETING 4/84.2--# „�+ •I O REQUIREMENTS OF APPLICABLE ELEVATOR . 10 l METAL STUD WALL PLATE WASHERS 4'LI EIC • '•"�`� - MAX ANO 6'FROM SPLICES. • CODE. ° + 4 ° 4"•L _ a + ° - 37a - - {ALTERNATIVE Yz'"0x4"SCREW ° L a'I •'. -• f•� ANCHORS). 720 NE Grand Ave. 4, °° Y ;�. to E lair! Q Portland,Oregon 97201 a •R • \y 6' ° ° 4 14,r ° 4°a ° ° �. L• Y1Y-0P CONC,SLAB (1)N4 CONT-W178" �� PER PLAN. CORNER HOOKS a 8 a ❑ (2)0/6 AT TOP OF WALL 4 0y (2)0/8 AT TOP OF WALL ° a ,4 ° 0 4° FT'B DEPTH., +° ° o $ �-0/4 O 1'-0"OfC EACH WAY, ` ,,. a ° q PER SCtH[D. + ° • a ° _• CONT.WATER STOP,TYP •e• u 4 EACH FACE,VERT.WI)TND. _ I' 4 ° ° + HOOKS INTO FOOTING,TYP, 1 ° ° FTG PER PLAN '7 • T/FTG A•• iii r 1 a PER SCHED. A • • • • •• e • e �•�. . M4 HOOKED BARS 3, �'m ° . .• , DLR. b� @r��G DLR. New Building �• A I PER PLAN CONTINUOUS THROUGH CLA. IX)45:CONT,RUN BARB3" 8" ti 1. SPREAD FOOTINGS,TYP 1.0" SUMP PIT SECTION 6 RECESSED MEZZANINE HSS COL. BASE 0 ELEVATOR PIT SECTION 8 THICKENED SLAB EDGE S4.2 '533D-55 SCALE 1"=1'-0" S4.2 16330-87 SCALE.1' -0 =1' ' 54.2 ... .. ._ SCALE- lir=T-0" S4,2 - SCALE 314'=1.4r 10125 SW Washington Sq Rd. Portland,Oregon BACKING ROD AND `CONC.WALL CAULK AT EXTERIOR / PER 3!53.1 JOINT.SEE 8164.1 r B CMU WALL d° 6 a , °° rn Sheet Title: PER 1/133.1 _-��_ Foundation i ! / (1)16x 74"HORIZO 4'-0"O/C _,��= tiV- Details .- �;.. TO LAP Wl TYP-HORIZ REINF- /,• r...- .�'. F.. ;1. %�� • I I T.. E0 ED CMU WALL! MS ..1L" (2)0/5HORIZ AT 1, CONCRETE WALL INSTERSECTION L--- -_---J :'"r TOP OF WALL -- .1-•,, 1633D-,.0.0 SCALE 1^=r-0" -ro HORIZ.REINF. Revisions CL COL A VERT CENTER REINF. ° // PER ELEVATIONS AND FTG A PER ELEVATIONS -- ,7,...-"' i 8. I7 August 2018 p-3" o Coordination Set 1 ^ PLAN N 9.24 August 2018 (� o _ re °'' Struexural Plan 'i --T�T- - A . _ AT EACH VERT,WALL 10.Ongoing Changes Review WF COL PND METAL STUD WALL �� LOCATE HSS OWMIN .� CMU WALL PEN PLANu g WF COL AND AS REO'D FOR ROLL-UP CONC.WALL BAR PROVIDE116 VERT Construction Revisions EASE PLATEII DOOR ATTACHMENT, PER PLAN - ° CONC.A�'�'� DOWEL INTO FTG W! METAL STUD WALL II BASE PLATE PRE PLAN STANDARD HOOK CONCRETE SLAB PER PLAN (1)04 CONT.W/2-0• I, PER PLAN SEE DETAIL 11155-3 a II / PER PLAN CORNER HOOKS (I)M4 CONT W/78" }, QB CONC.SLAB CONC.SLAB �5 •a • °° ° •- ` . PER PLAN. .� © CORNER HOOKS Q PER PLAN. GRADE BY OTHERS !. 4 I. • ° 1 6jt • C�- THICKENED SLABEDGE ++ w - .. - - -,�- . I `�yTISLAB . e-! PER DETAIL&54.2J..*- J L t /� ° • +V • •la • HSS COLUMN ! A\ �\44 ,rs a-r DOWELS O 711'O!C - • . = tr...;•ji b l� - ___ .40... , • a • • - PER PLAN J I Gi WI HILT!'HIT-KT1'200'ADHES. - - - �A:.�d •, 'a`1i,,:•. r _ ° 1 PL-.14 x6/4 a 0'-10"W! "kr , W/53L"EMBED.W/4"MIN. d --"iy.r 10" 7-i w - .;I = TlFT'G 4 ��Ji f n LL o METAL STUD l R1K"I>f x3 EMBED,HILTi EDGE DISTANCE -. 41' •L` M5 3'..6",,74./ ®;:a......_ ', v ,Civ /r r •r r�� ms's rFir •� . • THRU DOWELS AT •, _ a a • ! b N _ I / HUS ET SCREW MICR g ° • .,, "' "�` SPACING PER ELEVATION ;\ [7 /. re O mi. I / • AT EACH VERT.WALL BAR na¢onn•xrs°u msmrr ix • IN RIMY• • •, z1 .s. ° ,. III n _ �9 ° + 4 • ri 1 ° ° ° ° PROVIDE M6 VERT.DOWEL 3 •o ,or xi EE ate ISLRS a °- ••• Na • °\ _• • • .'f I a 8 ••_T /: ° f• #00T12S43 x CONT. : ' a ° a INTO FTG W.90'BYND- ° •° + - CRUSHED ROPi CK BASE PER \ • I BOTTOM TRACK,TVP. I O ^ 4 HOOK •4 • 4 ° GEOTECHNICAL REPORT 'R.MLx/dans u rx MRvcxr caaurwc ENEMAS.K. jr +-CONC,FTG • •° FTG.PER PLAN Dale: 17 August 2018 - - M4 O T-4.0/0 IPER PLAN • 'W2 I ,, TISLAB y r 7,,L" •° •^a • S 3• Zd___ W PER FTC SCHED M O 1 OA: /P 4 •{` �/ V c3 J �R PLAN GLIA - Drawn by: Checked by: / � TTT I� CA---‘4 e l SECTION 1' 3• kc R JSC RNT/VI. \\._.. cLrt. 9 FOOTING SECTION ODFOOTING SECTION 11 HSS ATTACHMENT AT BOTTOMfi) FOUNDATION SECTION AT RAMP 14 FOUNDATION SECTION AT SLAB STEP Job Number- 116139 54.2 - - SCA_L 3,a'_•'C, S4.2Sheet of: SCALE'.30/'=1'A- SCALE i'=1'-0" SCALE- 1'=1'-0' S4-2 SCALE 1'-''r" S4.2 For Construction Set - August 2018 7MRJOB NUMBER I6330 28 Q/ AG-111" 0 9 z Q OPP. Eh HAND IIII`F+ 1 rLAN MWREN DESIGN GROUP,PC. L1� ( �} r/.--- SEE PLMI Y 5EE PLAN I `7 �W 18�� , - '��- -^- - '1'/ AECHITBti'[nt5 • SPACE PLANNING /I .1 \ I 7650 S.W.Beveland,Suite 120 I� I 1'-6' Tigard,Oregon 97223-8692 CT) Voice 503-249-0552 / \ CL COL. Y EI ../.."- ..• `\ Fax:503-249-0917 Q I HES 55 5 BRACE yy`'// \\`SS PER PLAN O f O ` - (2)1)E x3Y=xE OF ....-,S., fes, 1}EACH BRACE �� CL COL _ _ _ _ 1 7V /i •\ O O AL 754 19x3'-T I —___ I 1411, Q +--HSS 3x235 r'/Le 5116 I 1 /`` xCONT. I I `\ BASE PL 5118 �. 114 l' /iL5(16d12 ©OPP. 1 Y "Mr HAND IL ---A 5.�I ♦ 7L� ______� f 1/� W 18K7B -- - - - - - 1 PER 71Si1 \ - II WE BM PER PLAN WF COLUMN l -II w / k PER PLAN u' - OI //� - - L ie.0zoR WORK POINT •3 I IL o —- I�. Tom, /�� 5118 BASE PL-7 Y."x14x1'�5"W! O } WORK POINT 17{ L 1::::::' 2 Deacon I Cy] i (6)"5"0 ANCH.RODS WC, I I :i:• 9 . 20,to , !{ 1"NON-SHRINK GROUT g EMBED.INTO FTG. ® O 1/ WF 8M PER PLAN ��k rDAN�P� /�TlSL14B i- RFI f188 _ (2}PL�ix5%i'-T, .-. "/3020 V '+ 10.29/18 WF 8M •\ e1 ' WORK PONT PER PLAN_.--7 (1)EACH SfDE I INV pM PER PLAN 1 COPE BOTTOM 0 , OF BEAM I I1 R NTH L Ti I T.M. RIPPEY TMP AT SIM.CONDI II II II II I sa V NIF COLUMN CONSULTING ENGINEERS I PER PLAN— 7650 S.Beyeiand Sireet Suite 100 II T9erd Oregon 97223 Q I ® I I II I COPE BOTTOM OF BM T ' ,,,,:i ♦ RFI886 , }6 _ ___ ® WF COLUMN __-- --... 10(25(18 as RFI i110 PER PLAN (2)PL 3'x"x 5 x 1'-T, ( ) - T ?',Sa 11106!18 (1)EACH SIDE OF BM Fu,(5031 443-3700 Il 1° BRACED -.- __ CJP BRACED BRACED FRAME (BF-1) ELEVATION 2 FRAME (BF-1) FOOTING SECTION BRACED FRAME (BF-1) MDCONNECTION (10FRAME (BF-1) TOP CONNECTION 54,3 •:336-SS SCALE: 1r4 1'-0" 54,3 .. - SCALE: 1"=1'-0" S4.3 SCALE: 1"=1-0" - SCALE: 1"=1'-0" 19 14-42 10 OPP, 2-2t 10 l�HANO 5116 Pir Owner: 315i' W 16157-��- 3118 0" � CL COL / J7 1 r �a PL.3§x 1'-T x liL /lIr Jr REVD I / I WF COWMN 'r \moi PER PLAN O O I 0 4 BRACE MEMBER SCHEDULE If 4+,A'S / CL COL - - - - do §' BRACE TIE PLATE WELD LENGTH \' / I * O I I 0 - MSS 375x3f4xYe PL,1'ax4" 12' +a1A / 5118� ' II� I I 4 L HSS 314 x 3 75 43(• PL Y�se" 1T 720 NE Grand Ave. 3'-28" 2-1 k /`+.^l �8� BABE PL / �� *' Hss a%4 xa PL.Y,45" 1T Portland,Oregon 972D1 / --. —_ 1 I 'S ' I IIi PLAN VIEW HSSSKSx4'a PLx534" 16' WORK POINT I ��` I 1 O PL.%ax1'-Tx'Pr REVD WF BMPER PLAN ` / '5' lI FULL 1 / 71I I I i / +dc I 5/16 9" --�� 1.3„ THROAT,�' ;C L _ \ / Q / +� A� A, H86335)(33506 rrP. Pro]ec[: ` \ OPP. WE COLUMN `" BRACE 'r I I N I�HAND PER PLAN \ _��J`� (2)PL ,ex2x1'-4", . New Building TfSTL WORK POINT `7 (11 EACH SIDE OF BRACE 15'$ / W 18x57 } G+`f//�//�!- �/ \\ E1 ` I2 5116 I / 1f4/ OSECTION //1 „.5 / 1”NONSHRINK GROUT 4•' / ..Je . 5116 4" • 3r6 1T gi ��+J / Trslps I I i. °:44,% ��h, r• • ♦♦ \ . I \t, / I i. 1 HSS BRACES • ♦` / 1-.1411%\t, 111 I .I� v PER FRAME tr�}. 1M #"0.°"k<, / �'• 4 ELEVATION C'Y"OW Portland, Washington$q Rd. (2)PL 35 x 3 35 x 7-0", V 1\ / \'0'1 Q I - � _ __ V�� Oregon (1)EACH SIDE �q ♦ // Q, ,� I +/f I �. -. O (2)TIE PLATES PER SCHED. ♦ / �'C-� (T/PLINTH x REDD,(1)EACH SIDE OF �! ate, i ` �. / HSS AT SPLICE('A572 GR.50) HSS 5x5 BRP.CE 9 • I I \1 (4)86 A706 x4'11"LONG, +A d'' AT Si M,COND,1 '�y"`000 lkiit / • �iS 'Y 1. . /\/ I ` 'C 1 2 (2)EACH SUE OF PL. VaL;c,� \ \ S BASE PL 1 Y"414x2-2'/e"WI trp"Y 8 \AE,. `I �4 (61''la ANGH Roos WI rs • '6 SHfi / +X14.: t, I r {• EMBED,INTO FTG. 0 �yf Pt.1xT-gkr-71`" 7:0- I / \\ I y7y� 7y{ 1 Sheet Title: TIFTG N / / "" `�6 V Braced Frame • / HSS BRACER (s1, PLEVATI N Elevations and T 'G [ / PL Ya x 6 x 1'-0"J pL 15 K 4 x 1'-0" ELEVATION 0$4,3BRACED FRAME (BF-1)TOP CONNECTION BRACED FRAME(BF-2) ELEVATION 7 BRACED FRAME (BF-2) FOOTING SECTION 8 TYP. DIAGONAL BRACE CONNECTION Details '5330-60 SCALE: 1"=1'-0" 15330-46 SCALE: 1(4"e1'-0" S4.3 16330-49 SCALE: 1"=1'-0" S4.3 '5330-54 SCALE:1'•=1'-0" 4 L. 0 0 HSS335x335x%ra eq • ___�,-J___-r BRACE 4 .1„ • �e 5115 / -• ,{ 1 V 1 I I~FACEOF ACM PL G/x15x1'3" • \TYP. I 4 H55 COLUMN 1 I ! II :A.0:,01, f iM V 15"CAP PL. a% V _rY 2-2 PER PLAN I I I NOTE:JOIST CONN.NOT GRID d'R25' O (2)PL.55=x 2x V4". I yg (1)EACH SIDE OF BRACE SHOWE.'FOR CLARITY, n PL�x5x 1'-O Yz" TI PEOE$TAL V SEE 7!85.1 Y 2-TA.F.F. Ir�i �. H553x235x�ex CONT. (CMPA EL I' '-I . . Revisions 1 . 7 4. , PL.T'a x314 x 1'-0'W! © ACM PANELS) (413;"0 A325N BOLTS JrJ °1 5116 r 9 3116 1�1 in-12 8. 17 Argus[2018 y Coordination Set WF GIRDER CONN. / r WF BM PER PUN --- = -rn-- . +'e. BASE PL.PER I I' August l PLxi'4x5x1'-OYz" l , 21r , 9.24 2018 PER 8/S5.1 Fn i _T/STL. I 12154.1,51M. . _ •• • _ Jr, (2)p3 TIES IL T 01C Structural Plan Review h I TOP AND Flu®18 ofc 10.Ongoing Changes h ! ! J O 1 • 4 OTo 1 2. Construction Revisions O 1 ♦ ♦ 2-2, CLR I' -' i' I it 1 • c O I _ _ 'r < rI 14 1 �—(8184 VERT.wr O • / _ _ _ - ` T I O GRE)'RlJB' • I I . I HOOK AT FTG. I€I / 1 A SCALE:12"=1'-0" PAVING I RFI N78 O/ +-�/¢ 1 PER CIVIL_,..c-1-14' II � 1CW5118 WE BM PER PLAN-_,:‘,1.1/, I N"N. 4' P. WF BM PER PLAN ��I--f]{ \♦ �n /////// j//"--N: +`a d r r N PER HN WORK POINT Jr, I I''. �, WF BM PER PLA!! 1'-0" .II •I ° --I- , lJ NOTE:JOIST CONN.NOT / 13" 1'I • • MIN_ A . ♦ � SHOWN FOR CLARITY,J 5115 S iM . ♦ ; T/FTG. e " �*'- 1 ©`a`r+�i`a`an x'"o SEE 7155.1. / S1te 9 ° 11 PL. e x 2x t'�, WORK POINT IL 4 . ° EN nssE DRAWER ARE art ROPER,a 11Y 6AGH SIDE OF BRACE (21 PL Sia x 2%1'4". PER FTG. •! ! I° NYRE+'[CREWING M YFIE E INC. • ♦ 111 EACH SIDE OF BRACE SGHEouLE ArE:o R K eanoo:cm 1 3' I al ANY lua+ca[Marr MN TIE EWER --5118 PL 3/x41441'-T CLR a rrcx RLeu:ss'c«of EA!.Rimy 01 !// +JL COxMM'G EKGXEERS NC, <7YP_ .___�_ PL 3'ex 1541'3" -T • •, Date- I7 August 2018 WF COLUMN 1M r 5/16 I ♦ •. ` ir4 r CL FTG. Drawn by: Checked by: PER PLAN—F- HS8335x315a{a - CL HOE COL _ HSS335 x 335 E%,a WE COLUMN PER PLAN - BRACE - BRACE "/ _ - FOOTING PER SCHEDULE JSC RNT 3 orf. 4' 0 BRACED FRAME (BF-2) MID CONNECTION 10 BRACED FRAME (BF 2) TOP CONNECTION PLINTH SECTION Job Number: 116134 Sheet of: SCALE. 1"=1'A" 54.3 SCALE: 1"=i Lir 16.330-1 10 SCALE: 314"=1N-0" S4.3 For Construction Set - August 2018 lMR1OBNUMBOEISIIS 28 25 24 28-9�" r:;; ;I'll p I TlBTL < MILDREN DESIGN GROUP,P.C. \ W 18x57 I`� AROISITC3DRE " SPACE PLANNING ---1,1.„11 C 7650 S.W.beveland.Suite i20 2 _^y`-'� --�- '_ . Tigard,Oregon 97223-8692 CLC 51,6/ I \ VS I �OPP. IIF""''' �S4 Voice:503-244-0552 8" I / RPLE 3a x 1'-7'x'H' I ` 3 +,p` ® / / `-�HAD Fax:503-244-0417 IX REO'D z.� WF COLUMN 1 it I' I \ - I PER PLAN 010 - p—..�r ` 1y1-T/ CLY ? s„6,- . ; I •••.?.'1M1 e3/8 OI O 0 I ��/��\ II I .11 BASE PL 14"x141(2'-23'5"J 2'7 i * 1.1.%x 1'•7 x'H'REO'D 9 I / \y� 1 24'-18" O PLAN VIEW 1'.b�" f 114 i t� 44F COLUMN -�' 1-41" I i' t.tt c x x 1'-0" Mr/ I / `\ I ©HAN 3 I PER PLN (2)PL.Ti.x 2 x 1'4", h"CAP PL. I Il J/ HAND i. T1ST ly MIF BM PER PLAN T4 T 18TL -�-- —' _r�- _!T- / (,)EACH SIDE OF BRACE I -+Illy 16d" I .1-<_.... W 16x57 ' 1 14.8" �._C}\� W 46x57 I-//��7��7tt�''/ y48/8' I 1 �� 1 ��L�! ��f�Lr1/��9 r ` I 3 OPP, WORK POINT `11 h5' / .E�'� p�,�V ' HAND MSS 335x3150,4 114 _� 31f+ b'I Ee.rxu 1 `\` 3 +3yi. / I 5116 .Fs BRACE 1L\ #I \g+�r 7 I �w�.++IQ� • El: .%.1:17.;,,,,,, / I ,'.NON-SHRINK GROUT 4" {�^ - 5H6 f' �� I \ / I ^9 JO \....4 y WORK POINT j" T15LAB I 'I f Jr' , 1 . ruB11B�' vi I -9y'di' .n I i _, ` I "'AI.'"=' 9 I El: 6/30/20 g'fNi 0 PL.4i0.12.2,3" 1 - TYP. 3I i/� F 3 A UK / % BRAcE W/(1) ACHSDE .' _ : _ / \A,,, I 'O H SIDE I \ Iii I AT SIM_COND, I II El II 1 51,6 +3 II II L r(q}NB A706 x4'-fY'LONG, / \ya+y �� II II 2 I / \p° I CONSULTINRENPEEERS AM I, IP I 1 EACH SIDE OF PL. I , © / • I .../..* \ ® II R II BASE PL.1 Y."x14x2-23¢"W/ WF COLUMN N I 7858 Be SswWd BtraM.SOW 188 mr,LAP ` I RPI986 (6)8"g ANCH-RODS W 17 PER PLAN -- y46/ 8 �.r I I TVW� 1197T13 dfi' k-- EMBED.INTO FTC. -.J CO l). . TIFT'G 1ti29l18 ® r—- 114/ 0 I7' I \y For(5086 44-3788 PL 15ASA 1'-0" PL 15A4A 1'-8' RFI 986 T/FT'G I / "y1fi - 1029/18 BRACED 1,4, 1 BRACED FRAME(BF-3) ELEVATION 2 BRACED FRAME (BF-3) FOOTING SECTION to FRAME(BF-3)TOP CONNECTION BRACED FRAME(BF-4) ELEVATION 54.4 '653;:-6: SCALE. 114"=1'-0' 54.4 16550-67 SCALE. 1"=1'4' 16.SA:-E3 SCALE 1"=1'-0• 15.530-54 SCALE: 1/4"=1'-p' ,/ 7$' ; Owner. y16 CL COL 8-1. PL.3'sx 152"x'H'II JLR ,i_ I I REQ'D WF COLUMNCL.COL I1. ° 1..°._1_ .. .. .. �'A PER PLAN- O O O-- T. �r ° I ° 1 ° Er N. 5116/ I 729 NE Grand Ave. /1 )(Jry --��"" 1H Portland,Oregon 97201 Y."0x14 _/ 2 rc'f / (2)PL.54e x 210'4', (1)EACH SIDE OF BRACE 318 318 ® O PLAN NEW PL.5i a 78'x'H`REAM 5/18 RFI 9115 . 11/85/18 PL x 3 x 1'-0Y" [2}PL.3'A x 3 x 2'-2', ,-.L...........\\,... -4\5/18 Y'"CAP PL 12)EACH SIDE OF BRACEJ WF 8M PER PLAN F 6 x 375x946 ROOF JOIST PER PLAN HSS 3x2 Yx N 346 x CONT- WFCOLUMN - 318 V BLK'G BETWEEN JOUSTS PER PLAN 1'$" WF GIRDER PL%x1235x217' 714; PTOJE'Ct: PER PLAN318 PL%aSx1'-07 WORK POINT 102-125118/M' H534x4x3'$ T15TL.1� �\ T/STL .,. 7._.. _if `� New Building `� SPACE AL_- `gr\. _- ` �e S'' _ _-I WORK POINT ' � 1 TYP. ;01y1B1NNN / :I - O1_1'NON-SHRINKGROUT 4t� f' y,6 C4" . �� I •Q1 � I•N I 4. t li .Or - O 10125 SW Washington Sq Rd. § „L I e ----'i WF BM PER RAN ----f-4 I • j I , Portland,Oregon ,, kik lila (/Q�� „ WE GIRDERPER i • k �� SIB/B E�T+FT'G ar, _ V AT BRACED FRAME I WF GIRDER CONN / c ;1�`` V TRLINTH �� TO MEZZ BEAM ONLY $118 1g' / AT SIM.CONp- 1f II ‘ am/ 14" PER 8/55.1 Il ', 174/ !! II II (4)95 A706 x3'6"LONG, 1 i II 2 EACH SIDE OF PL. 44F GIRDER CONN.PER 2/55.1- \ S TYP. PROVIDE BOTTOM CHORD I! II I I 1 1 I\ \ 114/ STABILITY PLATE AS REO'D I/ IPL xi.x 12I x 2-0" 4.n II 11 BASE PL 1 y"x1411'6"W/ WORK POINT \\ RFIF1988 \ (67'/"M ANCN.RODS W 11" PL.3'x18$612'4" \ HSS 4 x 4 x'/e BY JOIST SUPPLIER,DO NOT RFI ow EM6ED.INTO FT'G. \ BRACE WELD JOIST TO PLATE /� (2)PL.346 x 2 a 1'4 Sheet Title: /r` 11)EACH SIDE OF Pt.Yzx8x 1'-0"J i (1)EH)SIDE OF BRACE �I BRACE Braced Frame y16/ - RFI NC 10/29118 5.110 HSS 3)(x BRACE levations and PL 747 4x 1'Q' M/F COLUMN PER PLAN 5118 ---� —WF COLUMN PER PLAN Details 09 BRACED FRAME(BF-4) FOOTING SECTION to BRACED FRAME(BF-4)MID CONNECTION 54.4 BRACED FRAME (BF-4)TOP CONNECTION `6.1.3D,-ES SCALE: 1"=1I-0.. 16330..85 SCALE: 1"=1'A' 6330-67 SCALE: T=1-0" Revisions: 8. 17 August 2018 Coordination Set 9. 24 August 2018 Structural Plan Review 10-Ongoing Changes Construction Revisions NESE ORAIMCS Ail INE 5110/011 DF Ix RNPFl C01191C11ND ENLINEERE MC. wx1 A.a Nm 5/a us,a RE.PAcn[5 IN ANY.1101 arm'MM RE PR041R MRI/ThN PCR11550N DP T.M.RMPE1 CON9u11150 ERARRTEAS at Dater 17 AuOust 2018 Drawn by: Checked by: !SC RNT 1 VL Job Number. 116139 Sheet of: S4.4 For Construction Set - August 2018 ThiRy6.6.,b,7o 28 .,. . Q ..t, .4. h-c,..,_, MILDREN DESIGN GROUP,P.C. © 1 ARQITT TURF . SPACE PLANNING 1 � / -N– Trb?L- 7650 S.W.Beveland,Suite 120 W 14x43 (SEE ROOF FRA(INC PLAN) 9 ci) Tigard,Oregon 97223-8692 \ J Voice:503-244-0552 r�----_--�_/ �� Fax:503244-0417 I \ J I \\\ /�/ I -.—JIB- 114 /----- E I WF COLUMN PER PLAN --•• 4+ —WF COLUMN PER PLAN `\ /J �4 ( fPo I PL,�M10 x,'-3 Wf{4[x'0 1N ds8 PL 3e x1321'-0 I PL.+"4 x 10 x 1'3"W1(4)%"0 %/1'11-1.11"" x6"FMBEO.THRD.ROD N xB"EMBED.THRR.ROD V I XI c) $1 ACHES 0 4"GAGE i i I ADHES-0 4"GAGE N".....". / 77 i ..i.__/.. A 1 y L5x5x) BRACE ��/` I WEB \ . \ WEB WI(2)tiO A325N / 114 \ 1M THRD BOLTS / J/ \\ \ 41 (1)�;"6 A125N THAI/ I / \ I \�\ I / J WASHER SPACER.BOLT WI% PL FIANGES>- L 5 x Sx)S BRACE L 5 x 5 x%BRACE J \ iM WI(2)14'014325N Wl(2)3'4eID/7LTS I I 1M FLANGES / \ I / THRU BOLTS THRD BOLTS I' \ I `\�. ©J 1 J \ I © $-TISLAB. .I X. -`` l- - PL%x10xl'�' 'r`I 1i r' !. ��. TI6LAB. ```, 0,01N££R CP "� _'moi' / N. N `1 "X I �� j I b J --7—'..-4\ J \ ft/ II JI i] I b Ze.:114C•05` \ _ r -__� ( WDRK POINT 9" 3",� 1r,r�L -WpRK POINT 70•0 PAVILION BRACED FRAME(BF-P1) ELEVATION 2 80TT0M BRACE CONNECTION19 BOTTOM BRACE CONNECTION DIAGONAL BRACE CONNECTION 000: 6/30/20 • 54.5 'E.31:- SCALE 114"=1'-0' S4.5 16330-130 -- .. SCALE: 1':1'-0" SCALE 1"=1'A" 16330-132 SCALE. 1.=1.-0" ZEA Ei) .---:, T.M. IMITY CONS!irl01, :0110 KERN 7650 SN BereleM Street.5344 o0 19'-11," 1 1 0rega+97223 - re(503)443-3900 114 ..i Jr -_- - - I-raex-(503)443-5706 PL%x4x04TWr � (3)3'1"6 A325N THRU `T/STL e , OW BOLTS (SEE ROOF t ^�__' W 14x43 ellFRAMING PLAN) 7 T/STL 4 1M� 44- WE WF BM PER PLAN - HES 3x2 Yx x IyexCONT. Q l'/'P —1 FRA ( ICE PLAN) %^CAP FL. 3. Y•'CAP PL 114 ROOF JO ST I� BLOCMG Tr WC GIRDER CONN WF BM PER PLAN PER PLAN • 1`"�' I A572,GR.50 PEA 8155 1 /r I I T78TE, E{. 1 I IIS �� I CJP j _ A .` 5M6 IF-•14J Iry MAIM - I I /(� N \ J .� 1 O 171:-1 IS b IIMMI I WF COLUMN PER PLAN --- 1—IN \/ ow. Ip `, ' - ,,W�,1: ' I PL,Not,Ux,'-Z'W!(,)3S"6 / �. / JLR o S., ___— _ _ I AV EMBED.THRD.ROD 0 RI o I ADHEB.0 4"GAGE j p 'IP L 5 Sx Yp BAACE / I • -I L5 x5xk�8RAGE W1(2)3;"6 A325N • " I • \ Wf(2)Y"0 A325N THRU BOLTS 3 WEB / WF BM PER PLAN THRU BOLTS / I I I 1M EACH SIDE,A572.SR V STIFFENER P50 -- 3e PL 1. fI FLANGES WF BM PER PIAN I?'.?' Now.... -1:(0". /� , �'----.—PL.3�81Wl " 1 �8 i + 114 \ I I—�J...._/c.)P Pot NE and,Oregon A 97201 4` iii-'- PL 3(I x10x1'-D 15" ,q�e '� 114 V Ch ` -V tr" f—WF COLUMN �� T LI� INF COLUMN PER PLAN 1M1IF COLUMN PER PLAN d^' , , -______J - , 11, - PER PLAN ``I , _ 1 �r;3"1, -.—1' - 114 V TOP BRACE CONNECTION TOP BRACE CONNECTION PAVILION MOMENT FRAME ELEVATION 8 BOTTOM BRACE CONNECTION 9 MOMENT FRAME CONNECTION Pmle L 611) 15330-13.5 SCAL1 1"=1-0" 16330-:.54 SCALE. 1"=1-0" 411, 1E330-135 SCALE: 114'=1'.0' .54.5 165.`,;; 136 SCALE. 1"=1'-01" $4.5 6330 X37 SCALE. 1._1.-0. New Building 4 7/WALL PANEL 4ill fl 19125 SW Washington Sq Rd. Portland,Oregon SIM. 800616243 METAL I8 3 STUD -,'GIG CPP. I 1 @ 1'TYP. Q 10/03118CPP, ,Or0B HAND /tall HAN• I I 1 - ®{�/7l TISTEEL ... -_.� `� /--/ 44 - &WF BEAM Sheet'Idle: RFI MBI I lir ' ;iLi 3• C Braced Frame 111•0918 - _ \ WF ROOF BM Elevations and PER PLAN /, = 1•\ 8006162-33 METAL 3/16 WALL STUDS a V4"OIC. TSP. — I CexBz PL-Y.x4x04•Wr(2) Details 1 )5"0 A.IN SOT- /'j --/;✓- OF LONG SLOTTED .(METAL STUD.TSP. — I••,, 4/ , I HOLES 1910/1 Y-y `� `i 3 FM : r R A. TOP CONNECTION `_ ( RFI311 q1C MAX 1013+18 3/16 V `�?•_ ■A L 4x4x3 VERT. C 6x8.2 PER PLAN A 1)0 A307 BOLT WT 5v11x1'S'AT RFI NSBPil \_ EACH FIN WALL / 3/11117- 1010306 +16 10103!16 CONNECTION L. GLAZING arts �— SYSTEM BY o- \ Revisions OTHERS T1ILAB Coordination Setust t 4 4." o- \ 9.24 August 2018 r,kot ------ --- -- PLYlx4x0d'W/(2) Structural Plan Review 01a)4"EMBED. 10.LI. 1" SCRANCHORS Construui n RvChaisions Q 10 PAVILION WALL SECTION ` ii BASE PLATE 54.5 '0330-"43 SCALE 112..1•-0" 54.5 163371-'06 SCALE 3"=1'0- © TMS Dim Om.=1N T4 MPU,a Ili RIMY COV&L1N3 OOCRS we NB£.P91>0 It Lam ar!MOM A 1W•01x10 ERCT MIN 11 PATIO ARMIN PERWSSIN Of T.M.WPC, COaxslk(ExOREERR NC. Date 17 August 2018 Drawn by: Checked by: JSC RNT/VL Job Number: 116139 Sheet of: S4.5 For Construction Set - August 2018 1141.10RNLAN9CR16130 28 FULL PEN. WELD -PL S:xOx 1'4„WI(8)N/KT'S'ATOS BARS WI (1)BAR EACH SIDE OF PL,CENTERED IN •�1 WALL.SLOPE BARS TO MATCH ROOF SLOPE MILDREN DESIGN GROUP,P.C. (31 SIDES, -PL 3iie x 11%•x CONT.W13'i'0 x4)5"H.S.A O nItCF I7rE'C)JOS SPAL1 PLANtitNC �Sr18 3-0"010 MAX(CENTERED IN LOW FLUTE) 7650 S.W.Beveland,Suite 120 ALONG THE LENGTH OF SHEAR WALL. REFER TO DETAIL 7155.1 Tigard Oregon 97223-8692 CENTER ON WALL WIDTH WF JOIST PER PLAN FOR STEEL PL DIMENSIONS Voice 503-244-0552 PL.1503Yxx t•-3'W!(5(t�''0 /� METAL DECK 8 CONC. + < �PEN. METAL DECK B CONC. )'''. �• 1I• A325N BOL75.CENTER Fax:503-244-0417 WHEN'X•<AROUND PROVIDE i b 1 TOPP'G PER PLAN 1' + TOPP'G PER PLAN [ PL,ON GIRDER DEPTH,TTP. •4 TIE STUD Y f NB x3'�DOWELS AT 5PAC'G •5 xT�7'THRU BARS Q 4'Q'OIC PER ELEVATIONS VW HILTI GROUP 4'-C1' FULL LENGTH OF SHEAR WALL ° „e HIT�IY 200 'AOHES.W15"MIN. - ---- (-31,.i _ 13''CLR CENTER REBAR ON SHEAR WALL 11 ' ,{'fir - T'1/EMBED.WI8"MIN_EDGE DIST. WIDTH. MIN,1'-0"EDGE DISTANCE 0 ! " .I1 a 11 �� - I I--a,•L- I615 DOWELS AT SLM_COND_) 'DEPTH OF STUD AT ENDS OF WALL / BLAS DRAG BARS GROUP tP y PER PLM) I 1_METAL DECK 5 CONC. 0 METAL DECK d CONC. {--�`:av• TOPPC PER PLAN n .-CONC.WALL TOPPG PER PLAN r r y 8" E / 8" S" ytoCONC.WALL d I f 1 I yI l I tO'r ` 1 ! WR 1 6°a d WF BM PER Pt1W a Gd • __ _- _ a 7R , kr O n a a I k\\_, _ 0, • I • O I +.1° .... 4.�" LESIGER PER 15155-1,NP. ` • SLAB EAR w LAP 3-0" yy WI SHEAR WALL DOWELS ,r16 xt'-0"A705 BARS _,,,,,,,, - -Ra CL OF PL r ®7-0"OM,MAX,CENTER • O d ,1. C WALL AT DOWEHOL LOCAIN Ti{ONS, ! WF BM PER PLAN \ _ '2O2 ///, • ON WALL WIDTH.FULL WF DRAG STRUT PER ii/ O a I FILL VOID AROUND DOWELS W! / i ?1• y]• \PEN.WELD TO TOP PLATE PY 1]DRAG STRUaT AT 'ASR�• „ ? HIGHSTRENGTH.NONSHRINK JJJ STL PL.CONN SIM.COAD. \lic___Kci 141 rflak,RR'�e ® rGROUT PER DETAIL 755.1 TIsiDAr, -I- WF BMPERPLANPL s/AxSxLENG7H PER OETA€7155,1/IN21 2, PL.3yx 1201'dW!(2) RFI61121 / 4 7C CMU SHEAR WALL j ; PL Yz x 8x 7'4"EACH SIDEI 114 (3)SIDES,TYPFlELp 'L{oaxaon ut1d R04Y5 OF{3)3'5"0x4" J// ® PER PLl4N OF BM AND CENTEREt] y1q "t.' WIl(i B A325N BOLTS IN HORIZ_ 11!16!18 - i ® ON 1NM DEPTH PL�4 x 11 x 1'-7' WELD AFTER COMP. 'y, aa, pH.S,A O 1i"OIC. EMBER PLATE.SEE -- '-" RFI61121 METAL DECK INSTALL. Wyy l' LONG SLOTTED HOLES PER 5CHED, . d a DETAIL 7155,1).CENTER BOLTS IN DETAIL 11551 1411'Wia RFi 1KN5 WE JOIST PER PLAN TUR1� (PL WE x8xfY-0"W10) - I4) .6"...0.13',-;Y3. r S, CMU WALL -XP: 5/3C/2"l SLOTTED HOLES PROVIDE x34•-PLATE ® ROWS OF 013'1'0 x 4' A CENTER ONCTION PER ELEVATIONS LIP:--�--- H.S A a 5-on EACH CONTROL JOINT �-- WASHERS AT EACH BOLT WAY AT WE ztb BM) WHERE APPLICABLE WE COL PER PLAIN---' i I I I WF COL,PER PLAN- 1'r ]' 111151113I 1^\i//111 1H w' CL COL AND BEAM JOIST 1 WALL CONNECTION 2 JOIST/CONC. WALL CONNECTION (PLAN) 3 SHEAR WALL SECTION 0 DRAG STRUT SHEAR WALL CONN. 5 DRAG STRUT I COLUMN CONN. T.M. RIPPEY 55.1 -- ,. •_._ SCALE: 1"•r-0" S5.1 SCALE 1 tn•'=rk� 65.) SCALE' t"=T-0" 55.1 .. SCALE 1'=1-0' S5.1 16330-73 SCALE 1^=t"-o" ENGINEERSCONSULTING 7850 5.Barelard Sheal.are DO CONNECTION SCHEDULE T14.rd Oregon 97223 11" i IL •SOT METAL DECK&CONC. WE GIRDER PL.LENGTH NOF 7!8"0 BOLTS (5133)443-3900 Prone 443-1700 TOPPE PER PLAN " 1M, TYP' HSA.PER PLAN W 12114 9' (3) TO PEG PER PLAN DETAL DECK EL CK r-rr---- 71 1° - a d (5) WHERE REO ARS ORIENTATION VARIES) I tl AK°. ASI .as n Ala 79PP'G PER PLAN a 1" o W24 1B' (6) 3/"0 xWALW THxC O!G ME DECKD PER PLAN METAL DECK 8 CONC DI d a 1r4 61a x2's'DOWELS W/ ,,7 W t812t 15" PL"B x WALL WIDTH%CONT. SPACG PER ELEVATIONS. I"2 9" - - S CONC 4 f __ _ _ MAX.M (CENTERED IN LOW FLUTE) USE )LJI�yEr4 S4 I. II O O,� / ^ \ • , - / ^ /Y\ WE COLUMN IS - �1TOPPG PER PLAN. I EM ,BED Wf/'TITIN.EDGE /_.� ✓ ALONG THE LENGTH OF SHEAR • DISCONTINUOUS AT DECK ORIENTATION { _ 1. 14" �,P WALL CENTER ON WALL WIDTH. 5118 DISTANCE -M\ I O O - - O 11 0 1 SIM.CONDITION 2-'"'/'/�2 1M VARIESI . SECTION Ia\ I O O d O f J.. -� _Le • • fi,. • Y I I "• . • RF O�\ 'O O OII O 3'OfC - �I-'�-SYz" 1 ° d 1 Ix /� '' dSIM .tomS.hvnei':• / 0 II:I 0 1 oo �� r Y ti ri y �� FWF JOIST PER PLAN- --- STIFFENER PL.3$"x REDID _ OO �N 4OI i `/ `/ WF BM JLR EACH SIDE OF WF GIRDER - 05x7'-3"A70fi BMS AT / �!N °�OO WF BM WHERE II O �� PER PLAN1W!{4)3Y0 A325N BOLTS. f - OCCURS PER PLAN Hyl SPACING PER ELEVATIONS, I .• <iCENTER BOLTS ON BEAM WF JOIST PER PLAN ' PL 36x 315x LENGTH PER OI O II - _ -- CENTER ON WDLL WIDTH_ O I �'CMUWALL TyP, NIP DEPTH.NOTCH STIFFENER SCHEO.Wl37+0A325N BOLTS 1 II114 24 IN HORIZ.SHORT SLOTTED OO TO PLATE., FULL (USEIOS ON%WED ! • 1•° WF GIRDER PER PLAN HOLES PER SCHED. `JL A708 BARS IN 8"CMU WALLS) WF BM vvPER PLAN 11 01JT WF BM ANO SHEAR •I e" PL.A5 NECESSARY ))) 1 - WF GIRDER PER PLN CONNECTION SCHEDULE COPE BOTTOM OF JOIST / / °F" WF GIRDER / FL 366 xLENGTH PER DETAIL PL TO MATCH ANGLE *OF FOR ERECTION AT PL 1/x 3$4 x LENGTH PER 7156.1 W73i'0 A325N BOLTS IN [■ OF CMU WALL WP JOIST PL LENGTH CONTRACTOR'S OPTION PER PLAN -" SCHEDULE W!%"S A325N CMU WALL PER PLAN HORIZ.LONG SLOTTED HOLES ■ 720 NE Grand Ave. P3294 BOLTS BOLTS IN SHORT-SLOTTED PER SCHEDULE(SEE DETAIL 2", ! fff CMU WALL PER PLAN W8 8" (2) NOTE: PL.PER DETAIL 7155.1 HOLES PER SCHEDULE,TYP. 7/S5.1).CENTER BOLTS IN ' - Portland,Oregon 97201 I ATTACHMENT TO COLUMN WF JOIST PER PLAN • SLOTTED HOLES.PROVIDE(5," a SECTION W12/W 14 C (31 WEB AT SIM.COND. COPE BOTTOM OF BEAM i O wt8 tT WE COLUMN PER PLAN ------ FOR ERECTION AT PLATE WASHERS AT EACH BOLT y� (41 - •_. - C 12«20.7W!(2)3;"0 x5/y' CONTRACTOR'S OPTION A W18 11" (5) H-S-A'S.CENTER H.$A'S V RFI 0121 ON CHANNEL DEPTH. 11115/18 DRAG STRUT 1 JOIST CONN. 7 FLOOR BEAM I GIRDER SECTION GIRDER TO COLUMN CONNECTION 8 CMU SHEAR WALL SECTION 10 JOIST/ CMU WALL CONN. 55.1 16330-74S5.1 16330-22 55. - Protect: SCALE: 0=1'-0" SCALE:1"=1'-0" SCALP.1'=1'-0" S5.1 16330-75 SCALE 0=1'-0" S5.1 SCALE: 1"=',Cr New Building PL,PER DETAIL 7155.1 -. A -,rv-v ti-� [� v_.v -H--- �' RF{/1107 1'-0"OIC CURB PER pETAIL LIH EACH - CURB PER DETAIL METAL DECK 8 CONE 1/2 WBSA,SEE ARCH, RFI our FLUTE 112 9185.4.SEE MCH TOPPG PER PLAN 11/18'78 �J FOR EXTENTS 11108118 ti 614 z2'-6"DOWELS AT BPAC'O PER _ r 04 x2'-8"DOWELS AT SPACE PER FOR IXTE R ELEVATIONS W WDa r•LLa-� 14 YT" 4 ELEVATIONS W/ L I E$$��''LL''l4 ' - SOLID GROUT OR EMBED.Wl MI •ISTANCE - _�� A EMBED.WI MIID15TAN EZryi A STEEL PL PER ° STEEL SHIM BETWEEN RFI 6177 RFI 6177 DETAIL 4155.1 '-? •• SLAG DRAG BMS - WE COL AND CMU WALL METAL DECK&CONC.TOPPG PER PLAN11107/18 METAL DECK 8 CONC.TOPPG PER PLAN 1tId2/1d PER PLAN -I MATCH COLUMN FLANGE • -Ft/ • !ii1 16125 SW Washington Sq Rd. 3'i 44 z434"H S.A.O 3'-O"OIC METAL DEDK 8 CONC_ METAL DECK 8 CONC. O . • WIDTH_ALIGN VERT.W1 METAL DECK REINF. ef. METAL DECK REINF. . Portland,Oregon MAX.,CENTER ON WALL WIDTH. / r / TOPP'G PER PLAN I ! TOPPG PER PLAN O COMP.METAL DECK PER PLAN \t r PER PLAN .1 p METAL DECK REINF.PER �° 1 Vty P 1 •d 4! � \ , / l ` . O METAgLo cl(acoNC • y '!I _ 747 1" TOPP'G PER PLAN L W14z3fa(LLnLEDGERBETWEEN RF® 1 CLR.TO 1 L5x4xe(LLB)LEDGER BETWEEN 2"�.!,.•••• p. _.,_...,O I I , O Ow' $ - e JOISTS W135"0x5"EMBED.HILT) JOISTB Wl35^B x5"EMBED.HILT) 11115116 BARB ARLITE L pf a _ n • KWIK " 'KWIKHUS-EZ"SCREWANON.• ,, I * I - -- O' IO - _ TO STSWI US-EZ'SCREW ANCH, Z-0"O/C MAX 14'-0"OIC AT SIM.O� I OI r O WF GIRDER _._ GOND. AND8"FROMENDS O 6-0"CIC MAX.AND 8"FROM ENDS. Sheet Title: I 1 I I PER PLAN MIN.(3)ANCH.PER LEDGER SECTION. (WF BM AT SIM.COND.) O .L � 0 ""��, O CMU WALL 1 41CMU WALL PER PLAN --- - STL.PL CONN.PER&581 PER ELEVATIONS % CMU WALL PER PLAN Floor Framing I _in,.,. I 1.11L- (CONC.WALL AT SIM.COND.) / - /. ICONC.WALL AT SIM.COND.) Details WF JOIST PER PLAN WF JOIST PER PLAN STL PL PER DETAIL 7155.1 STL PL PER DETAIL 7155.1 WF JOIST PER PLAN TYP. TYP. \ 14 TYP. DECK REINF. PLACEMENT 15 METAL DECK 1 WALL CONNECTION 16 METAL DECK 1 WALL CONNECTION 5)10F 01 PL YS%3%9'-0"788, `rl'IBI " (2)PL.X x 3x V-9"TSB,.iir; (1)EACH END.(4)TOTAL (1)EACH ENP.(4)TOTAL 55.1 16330-a.; SCALE. 1"=F'-0' 55,1 16330-�•, SCALE -" $5-1 SCALE:1„=f.-0. TIP. 3148 F j C 12020.701'4"EACHTYP3118 F SIDE OF SHEAR WALL C 12920 701'4'EACH WF COL PER PLAN CL WF COL CL WF COL SIDE OF SHEAR WALL I CMU WALL PER PLM CMU WALL PER PLAN I i� 1" 1" - 7 01I" Q 7t 11 JOIST 1 SHEAR WALL SECTION 12 JOIST 1 SHEAR WALL SECTION 13 DRAG STRUT SHEAR WALL CONN. I - 55.1 16330-7i SCALE: 1"=147 S5.1 SCALE: 1"=1'$ S5.1 16330-74 SCALE: 1"=4'-0" Io- --- PROVIDE GALVANIZED r FRONDS GALVANIZED BARRIER STRANDS)GBS} BARRIER STRANDS(GEE) PER DETAIL 13155.3 THRU PER DETAIL 13E5.3 THRU 36"0 HOLES THRU WEE 6'10 HOLES THRU FLANGES ° OF WF COLUMN OF WF.COLUMN Revisions & 17 August 2018 e i ° Coordination Set 615 xT-0"THRU BARS C 4'-0"OIC 9.24 August 2018 ° ° FULL LENGTH OF SHEAR WALL Structural Plan Review CENTER REBAR ON SHEAR WALL 10.Ongoing Changes ° WIDTH. MIN.1'd EDGE DISTANCE S S g AT ENDS OF WALL A Construction Resions MEAL DECK 6 CONC. METAL UECK b GONG- BLOCKOUY CAMP BLOCKOUT COMP.TOPPG PER PLAN TOPPG PER PLAN SLAB OBER BARSE_rfDECKYIRGUNND ' rTOP DECKSER COT/C DECK 14•' COOMETAL DECK B CONC LES ItN�SHEM WALL ATODOWEL- f1WL�� - TOPP'G PER PLANK P LOCATIONS.FILLVCID � 111 + METAL DECK8 CONC_AN I/ ' ` I__ TOPP'G PER PLAN AROUND DOWELS Wl a° • . AA1 • 8..ox _ HIGH-ETRENGTH,NON- . - • SHR3NKGROUTc/7' PLx5xREQDO4"OC 1 _- • • `'KWKBWO OLT T2EMBED HILT) C . t30500'4"W114"003Y." O O AT'MARK BOLT TZCS WEDGE ARCH. EMBED.HILYI 1(1MK BOLT TZ-CS' PL PER DETAIL �,TH. - t 7!55.10ENTERED ON PL WIO WEDGE ANGH.EACH SIDE OF „ , - agt _ _I EAC L 3.3x360 0'4"EACH SIDE WALL®4'Jl'OA:AND 8"FROM O .. O /" ry cc 1Y eNrr411+EC C0011110 E1101.1195 NC END OF WALL®4'-0"OIC AND ENO OF WALL METAL STUD WALL I C MU WALL OR METAL .o u[ a M OR 19:19N0.0 TYP. 3118 B"FROM END OF WALL 1 LEDGER PER 1655 1 111 IC -I PER PLAN, STUD WALL PER PLAN_ L WF BM.PER PLAN�� Mr wwx o0rar in n[exwa CMU WALL PER PLAN CMU WALL PER PLAN "b�T PER PLAN WF JOIST PER PLAN ` A'�Wen.,1719591311 0,••xaa. r ( WE BEAM CMU WALL PER PLAN Dale: EIENECin MC 17 August 2018 6TL PL PER DETAIL 7!85.1 PER PLAN STL PL PER DETAIL 7155.1 CMU WALL CONN. CMU WALL CONN.TO 'x WF COL PER PLAN - WF COL PER PLAN Drawn by: Checked by: TO PARALLEL DECK PERPENDICULAR DECK COLUMN WEB PERPENDICULAR COL IMM WEB PARALLEL - NSC RNT I VL TO WALL TO WALL 17 18 CMU PARTITION SECTION 19 VEHICLE BARRIER DETAIL 20 SHEAR WALL SECTION Job Number. 116139 s5.1 SCALE:"=1-0" 55.1 "5330-tl2 SCALE: 1"=l'-0" 551 ..--=.s _.. Sheet of: SCALE. t-=r-a- 55.1 .�' SCALE:r-r-o" 55.1 For Construction Set - August 2018 IMKIne\WALK EMI/ 28 LOCATE STUDS IN'STRONG' POSITION SIDE OF DECK FLUTE SHOWN,I 1 Atr•mEM.P°1'''''''"•-• ., 7 ti.,, � €�1 i MILDREN DESIGN GROUP,P.C. t II ARCHITECTURE • SPACE PLANNING 1 t 7650 S.W.Beveland,Suite 120 Tigard Oregon 97223-8692 Voice 503-244-0552 I I Fax:513-244-0417 CL.OF BEAM - AT WF BM CENTERLINE 0 oMETAL STUD WALL PER ARCH.WHERE APPLICABLE-+1 I 2" /4"0 PUDDLE WELD I MIN OR HILTI PIN METAL DECK 8 CONIC. Nf"RETURN 1-12 TLP.I WHERE NO STUD TOPPG PER PLAN \ 'f Q PROVIDED\LI T MAX. 1'4" y..._._ �4 .. V i1 1 SPACING MA_C. CONC. C SLAB a ' DEPTH --\ COMP.SLAB \ AND REINF. 1 I-1' 11 I !1 -11 11 SIM. ! ~" PER PLAN pliliOVER. �WF BM OR TE .1-1,--, _ .,---A-•�I—', � �y��{�N pfry�,/y�� • Fi14NG PER PLAN MINIMUM/Y.W-12-1. RETURN IN r --7'c, V-ASN `=V/__ METAL DECK&CONE f �'•_ "� 16 GAGE OR LIGHTER. 6 P TOPPG PER PLAN - i Ia�en BIN. Imo•' 11� EDGE FORM GAUGEt ,, 0 illEIA T I -1 1 • 'F..L `7--1.!`�•T1 y-�-� ,�1.,� ...,—„,.•,r1 •� III `-� SLAB In.Own)'t DEPTH 2 3 4 5 OVERHANG 6 7 8 9 10 ! 11 ul1 G oaECCIti"^�"....IQ-� TOO- NW •� �' � l4 I in.(mm} (51) (78 (102) (127) (152) (178) (203) 54 PROVIDE ADDITIONALTNUMBER 49y TUEittapJo ) ) AT ENDS TO MEET NUMBER WF BEAM PER ME I WF JOIST REQUIRED IN BRACKETS PER PLAN DETAIL CONN, 1 4(102) 18 18 16 14 12 12 12 10 10 I I t XP: t;/so/gin PER PLAN 1 FRAMING PLANS, DER 7!55,1 • WE JOIST wF GIRDER 4 112(114) 18 18 16 14 12 12 12 10 10 PER PLAN PER PLAN NOTES. 1 ]"K NOTES- JOIST I I , 5(127) 18 18 16 14 12 12 12 10 10 t-THE MINIMUM NUMBER OF STUDS REQUIRED IS SHOWN AS OXC ON lj\Y/ll PER PLAN 5 11.2(140) 18 16 18 14 12 12 10 10 10 THE FRAMING PLANS.IX-Y-ZA INDICATES NUMBER OF STUDS ON WF GIRDER Q WF JOISTA GIRDER BETWEEN BEAM CONNECTION POINTS,NO STUDS ARE PER PLAN PER PLAN fi(152) I8 16 14 14 12 12 10 10 REQUIRED WHERE NO DESIGNATION IS GIVEN.ADDITIONAL T.M. RIPPEY sot STUDS MAY BE REQUIRED TO MEET THE ABOVE MAXIMUM CONSULTING ENGINEERS WF GIRDERSPACING REQUIREMENTS. 6 12(165) 18 18 14 12 12 12 10 10 PER PLAN 7{178) 76 16 14 12 12 12 10 10 2. IF MULTIPLE STUDS ARE REQUIRED EN ONE FLUTE,THE 7650 S1r Be��Strad,SAS 100 TRANSVERSE SPACING SHALL BE 3"MINIMUM. Tigard Oregan 97223 7 1/21191) 16 14 14 12 12 10 10 Phone.(503)443-3900 TYP.COMPOSITE BEAM STUD FLA(503)443-3700 RAMP FRAMING SECTION TYP. EDGE FORM SECTION 3 SPACING-DECK PERPENDICULAR 1 6 330--01 SCALE: 112"=1'-0" 17329-:5 S5.2 16330-16 SCALE:7 7(Z'=1'-0' SCALE_1.=l'-er EXTEND(2)LOW FLUTES MIN- 1'4"MAX. EACH SIDE HES 215x2 31-,x31,,BL1t'G ! b J• BETWEEN JOISTS ��1 ! HSSSlti exCONT IA tEl t_..._ar_...._,:tki a I �, f--•T j/ ///f la i �--�. 9 u J A i,,,.STIFFENER PL.Wl NOTE: ® 3118 I\1 1R-12 Owner: • I RFIN90 (4)320A325NBOLTS. WALL AND SLAB NOT I 114{C2-12 JLR 10131/18 NOTCH PL.AS NECESSARY SHOWN FOR CLARITY. I ` lk 1i" METAL DECK 8 CONC. - L EMBED.PL.kjxBxCONT.W/ L3x3x�1a W/(21 "0x3"EMBED MIN. TOPP'G PER PLAN YomA7 --.' V� WF GIRDER PER PLAN 12 f2 /85 BM PER PLAN �'e'S x4"H.S.A.Q 2-0'OIC I 3118 3" METAL DECK 8 CONC. 1'-4"MAX, NI x I tP DOWELS®7£'OfC SIMPSON'TITEN-HD'ANCHORS AT EA 1N ti TI.fOIST 1 MI 11111 TOPP'G PER PLAN BETWEEN LOW FLUTE EA SIDE OF OPENING 'at• I N"STIFFENER PL 1g'-0" PUDDLE -" ` NOTCH AS NECESSARY MIN. 3,0"MAXWELD OR STUD HLTI PINS. -CONIC.SLAB-ONGRADE SPACING SPACING AND STUD REINFORCING AT CORES TO 1'-$" MAX. --�� ~11q pER PLAN p 3u16 2� Trp. J ..•JIB.. -/---- - _ •ilIMP�e •• ] O /1 91 RLR.SLAB . 1 I 7'S'MAX.ACARES '__y - �� O G ts�� 7 ^--- • 720 NE Grand Ave. Li.„ tI 1 IT if ' MI I (REP ABGVE) O o !, z ( �1^ COMP PLODR Portland,Or on 97201 IL\__�- __ a ----it- O I ` TYR SLAB PER PLAN O a - a < _ -j, a a �,*Ipprpc--- ---- ti• TYA.> } WE BEAM _ 2 MS Nt3'-0"DOWELS®2-9 OJC 3718/ PER PLAN - QO \ IL .� 4 r--'-y t /---\ n WF JOIST PER PLAN V ,,—1 v I. 61645"EMBED-200'ADHES. 1" a 2 PLS"Ry"0'-9 Y." 285 JOIST STL PL.PER 7155.1 2 \ ! c e WE COLUMN 648 PER PLAN ' Project: \ \\,- EMBED,PL.a x8x1'T'W/ L 3x3 REINFORCING Ed EQ.. { PER PLAN WF BEAM L (2)NTE x5 Yj'H.B.A'S, New Building PER PLAN PER DETAIL ABOVE CENTER H.S.A.ON EMBED. PL WIDTH WF BEAM PER PROVIDE ADDITIONAL STUDS EALEG P LAN,CONN PER AT ENDS TO MEET NUMBER Ne F -�- D ETAIL 7155.1 REQUIRED IN BRACKETS PER aa FRAMING PLANS. ANGLE REINFORCING AT WF F CONFLICT -�1�- — TYP. COMPOSITE BEAM STUD 4 SPACING- DECK PARALLEL 5 COMPOSITE DECK REINF. AT CORE DRILLED HOLES 6 RAMP JOIST TO WALL CONNECTION BEAM/COLUMN CONNECTION SECTION 10125 SW Washington Sq Rd. ' S5.2 16330-17 SCALE.1"=1•-0" S5.2 16330-18 SCALE.1"=1'-0" S5,2 SCALE. 1"=1-0' 16330-92 SCALE 1"=1'-0" 16330-126 SCALE', t"=1'-0" Portland,Oregon 1'6" MIN. I1 HOLES CUTTING NC MORE THAN: I TYP I'3 ADJACENT WEBS FOR 6"AND 8"(152.AND 203 mm)MODULE DECK,I fl 2 ADJACENT WEBS FOR 12'(305 mm!MODULE DECK II LARGER HOLES.RECTANGULAR OR SQUARE IIN t•, /AT CENTER OF EACH MIN. 1 MINI. UPPER FLUTE BEYOND TYP ADJACENT (TYPI:ALI 118 J I"�OPENING'TYPICAL) Tye. Sheet Title: THIS IS CONSIDERED ,A, yr ii TO EACH CUT WEB ,r-/- / T �— Floor Framing ATINGLE OPENING --- \ / Details I THESE BARS NOT .. I REDO WHERE OPENING , —, c 4I .. SIZE IS SMALLER THAN N4 BARS ! I k ! ` 1'-6'x 1'-8" -. o OPEN flp __ r } ADJACENT TO EACH CUT WEB(T1fPoGAL� v8 V 4IY' , , 1 ! I 1 \ /1"TLP. I ,.1.___., 1 \ • 1 /X\ , / 111 VA'O ,T-43 P. I \ Q- I I , I ALL OPENINGS NOT SHOWN ON THE 1'A"OIC,TTP. --+ I - k I / •---1( ' STRUCTURAL DRAWINGS THAT ARE LARGER 6601-100-43 W/(2)i18 I_ x)/. SPACED ALL MULTIPE HOLES CLOSER AND 3x THE L LARGEST ®1'-0"OIC TO BEAM OPENING DIMENSION.SHALL BE SUBMITTED X FOR REVIEW TO THE STRUCTURAL ENGINEER- ? g �� _, / M � / , Revisions \ 12 TYP. OPENING IN COMPOSITE CONC. DECK 8. t7August 2018 WF BM PER PLAN --- • r \ I I S5.2 15330-20 Coordination Set / REBNi I I N SCALE:314"=110" }-24 August 2018 IMIL • I , X i 5 Structural Plan Review �� n. 10.Ongoing Changes D2 „ Construction Revisions 6007100-43 61(2)08 _ ! II ` Q I-4"06 TO BEAM - - L 11/4x1'/AYA{TIPICAiI 1 r ( METAL DECK a CONIC. I i I TOPp'G PER PLAN - J I WEBS OF I rBEAM BELOW 1Yax3xY"STEEL TUBES I -- Alt 2 118 SCREWS,TIP." "1/ ' STEEL DECKING() 362E13733 METAL 1 ��BEAM BELOW ! I WEBS OF STUD PER 1/572 i �_._� I STEEL DECKING 0I ;p -_i-1/� NorE 0 I 1 p cs'�i�c c"a"Ems�� I NOTES', 1,TUBES SHALL BE PLACED ON TOP OF DECK. Q s 600816243 Q I 1, ANGLES SHALL BE PLACED ON TOP OF THE'FORMLOCK'DECK. O I 10 a k.�n.csw,ee 1'�'OIC TYP 2,ADD REBARS AT CORNERS OF OPENING ABOVE THE TUBES. �`— I MISE MUMNGS ARE RE Raa[xry 7 II T ANGLES SHALL EXTEND 3 WEBS PAST THE DECK OPENING(TYPICAL). 3. IF THE OPENING OR GROUP OF OPENINGS OCCUR IN ONE'FORMLOCIC —.10 n Newer Gasun+G fxGNFERS INC I 3.IF DIMENSION'A'IS>401,402 OR 32"(813 mm)WHICHEVER IS LARGER DECK UNIT,THE OPENING OR OPENING GROUP MAY BE CUT BEFORE - wn ARE PRET TO eE u2o ar Fit-mocwa WF JOIST PER PLAN a,wr xwMA Eutt*wrr ME mtR .'�14 THERE IS NO RESTRICTION ON DIMENSION'S'. POURING CONCRETE. O •orn-rN vovxEXCU or Tw RIPEYl 4 IF DIMENSION'Er IS>401,402 OR 32'(813 mm)WHICHEVER IS LARGER 4, IF THE OPENING CR GROUP OF OPENINGS CUTS THROUGH TWO'FORMLOCK' C0161AING ENGINEERS INE.Y. 6005192-54 BOX THERE IS NO RESTRICTION ON DIMENSION'A'. DECK UNITS,THE DECK SHALL NOT BE CUT UNTIL CONCRETE HAS BEEN HEADER PER 1556.2 5. IF DIMENSION'A'8'5'15.401,402 OR 321813 mm}WHICHEVER IS LARGER PLACED AND CURED.AT THE TIME OF POURING,SUITABLE SLEEVES STL.PL.'S PER 7/85.1 Dale 17 Au¢ust 2018 THE OPENING GROUP SHALL BE CONSIDERED AS A SINGLE HOLE.AND OR BULKHEADS SHALL BE PLACED AROUND THE OPENING. SHALL BE REINFORCED AS REQUIRED FOR THE LARGER OPENING 5 WHEN THE MAXIMUM DIMENSION OF AN OPENING OR GROUP EXCEEDSDrawn by: Checked by: 1401---.14-: AS SHOWN 114 DETAIL 111552 24",PLACE HEADER BEAMS AROUND OPENING. WF GIRDER PER PLAN JSC RNT/VL 45!) WALL.SECTION TYP. DECK PENETRATIONS 11 TYP. DECK PENETRATIONS 13 RAMP FRAMING SECTION ]ab Number. 116139 16330-319 SCALE 112"=l'-Lh' 45, 16330-19 SCALE:t"=1'-0" S5-2 15.5.5;7-2' SCALE.r=1-0'' 55.2 Sr.ALF r=1'0' Sheet of. • 55.2 • For ConstructFon Set - August 2018 MTh IGRNLMIIERIeHGI 28 METAL DECK d CONC. STL PL.PER 2155.3 65 P4'5'D.B,&01A'Or TOPP'G PER PLAN ALONG HENT PLATE ALIGN PL 1/19 Al 9'v ACONT.WI , PLANER -/-11-....-,------. Wl CENTERLINE OF LOW FLUTE PL"H pS 96 -G C WF JOIST PER PLAN. ® O� 1. 3'Ce x31/7"H.S,A @ 3'-17O1C MAX.AALONG TEE LENGTH 376 11YF JOIMNsT PBEARING NOTE - TRIM STEEL PER PLAN 3 CENTER ON EMBED.PL OF W/J-L METAL DECK d CONC WIDTH=375'- r MIN T f TOPP'G PER PIAN NOT SHOWN FOR M}LDR£N DESIGN GROUP,PC. METAL DECK W./ OF WALL.TLP. 1! CONC.TOPP'G METAL DECK 8 CONC. METAL DECK d CONC. TLP. MAX.ALONG THE LENGTH FOPPCi PER PLANN TOPPT PER PLAN f 8H6 }` 6S 51'3"A706 BARS 1 CLARITY - - BENT PL 45tx515x4'$)6 ILLH) _ - - I °.a @ 7-8"on MAX.ALONG et 4F ,� BCONT.WI ex5 f xB"H SA ARCHITECTURE • SPACE P4ANN8MC @ 4'-0'ONC{2}MIN PERTHIS WALL CENTER ON �I 1i" , 7650 SW.Bevelald,Suite 120 1 w WALL SEGMENT ��` �� 7'10 x6"H.S.A.0 7-r OIC �____ a _.r•- -11-•--] WALL:MOTH.FULL r a r' WF BEAM 3116 I Tigard.Oregon 97223-8692 ,'•1F\ t7. MAX.ALONG THIS WALL . PENETRATION w PLATE �fPER PLAN- VOICr=503-249-0552 'L'rfF N6 EACH sID£ f WFJOIST `l ��VV wrNTER ON FaX 503-244-0917 N. PFR PLAN OF STUDS WF JOIST PER PLAN,J/ l \ STIFFENER PL @ 1" CENTER ON •5 TLP. II II I WF BM PER PLAN 3" COLUMN WIDTH CMU WALL i%��-=I. I fi PL,/07 36^x4'6"W! 3" PER PLAN POW xt'H'W1 CMU WALL PER PLAN t 11" 7T 444,, CMU WALL PER PLAN ( '<I< •" '� 2 1" 1 I 7 ' ,1A - f11N E x6"H.S.A.HS, , 1t. (2)%"0 x6'H.S.A Al •I''4.,1,4-'''. CENTER H.S.A IN 0 CENTERWWIDTH II ^ -. ---_- II -SA IN WALL WIDTH 9161 "� 2116 V WF BEAM PER PLAN T. COLUMN CMU WALL WELDED STIFFENER PL. APER PLAN PER PLAN 5118 3'9x3 YyxREO'D WI I3]"4"0 j HSS COLUMN BOLTS- - - A PER PLAN-- PL 1x550'-t0" -'-� --vLL 1 MEZZ. FLOOR AT TOP PLATE 2 MEZZ.JOIST TO WALL CONN. WF JOIST TO WALL CONN. WF BM TO WALL CONN. MEZZ. SECTION 6 JOIST AT COL. CONNECTION S5.3 SCALE 374"-V-C" 553 -L.•:.{,{:-94 SCALE',314"=1'-0'• S53 '6330-95 SCALE:374"=t'-0" 55,3 16330-96 SCALE 314"=r0^ 16330-91SCALE:1"=1-0" 55,3 16330-98 SCALE "-1'LT [[[ rry'�'II^��1�4p�� SNrl, ��% 19.720 3716 V W6005162-43 @ 1-4"OIC WI31.-0 x1 15" A ....6499:91.1" tr 2D,•�pA .IIK-.., �l\ 3Md F3.72 SCREW ANCHOR AT EACH LOW RFI688 .,1".7, 1218111E$.\ ---/r- ,.1 FILLER BENT - r- +3 y F UT 10V031?B `4 "6 rYp'/ ! I II \ 'F 03-4'708 x3'-0"@ 7-0"0/C METAL DECK 8 CONC-TOPPO PER PLAN SOP: 6/30/20 PLATE PIECE I a Ji 1 " RFI 6117 ••i -I 11l07f11 SIMPSON ° xi s r� �. FC8455' T.M. RIPYEY 3] DETAIL BENT PL I L4x41A'vxLR£OT3 W1 ,(1)35W CONSULTING EfYGF\EERS Oa6'vcONT (2}t/"0 x 2 "EMBED- A307 7050 561910:11 d SteelPIPE SLEEVE SIZED 8 LOCATED I HILT)'KWIK BOLT TO-CSBOLT Tigard Oregon 97223 GUARDRAILASSEMBLY TO RECEIVE GUARDRAIL,REFER •• TRIM STEEL PER PLAN (IL_BEAMi WEDGE ANC"B 0 8'47'OnPlpna(933)443-3930 d ATTACHMENT WHERE ye TO ARCH DINGS O SECTION PER PLAN REC'D PER ARCH.DINGS�y A A ."0x3 Yj'H.S.A. PL-3'59"x WALL WIDTH xCON7 1 A A Far(503)447-3700 0 3'-0"0/C MAX. 3)0510 SCREWS 1 RFI 664 - METAL DECK 8 CONC CENTER ON WALL METAL DECK d CONC. �-6005152.43 PER STUD 10/31116 _r_ BENT PL AT EDGE EACH SIDE RFI 5117 r .� TOPPG PER PLAN. 11-47116 WIDTH- ! TOPP'G PER PLAN. METAL STUDS OF POCKET PER 7!55.3.AFTER Y I I! 0 r,�„MC _ SENT PL 1405/4W6X"ILL"} 64126"D.B.A EACH SIDE JOIST IS INSTALLED WELD I4 - l x --- • BETWEEN JOIST POCKETS OF EACH PIPE SLEEVE FILLER BENT PL PIECE ON TOP i WELDED STIFF. I a - ��r Y L� 'a BRACE p p 570057-43 METACL WI(3)3W x8"HSA PER PIECE OF JOIST. PL FA BIDE.TLP. a - AT EACH FEN- I @ EQUALLY SPACED WI 8"MIN. I la {8'-V'OJC MAX) C 212 END DISTANCE.CENTER H.S.A ., • 1L - r IN WALL WIDTH�1 v ° . r, CLR- 0 "/ t/-"'-':. i �' C - C f TRACK W!610 SCREWS 1 8037125-43 BOTTOM y i 31i"0x6'H.S.A.@ 76"O/C L 4x4xYi 3n8 PL Y.x 13 x 33Y." La @ 1'd OIC.STAGGERED 1 VERT. - = 640.5162-43 METAL [2]15 AT TOP,(1)EACH ' 0 I G nCENTER ON WALL STODS 0 I-4"OD 4W 141%"13 HOLES I c,1 Owner: SIDE OF H.S.A.AND TRIM STEEL PER PLAN ' l W01� ATTACHMENT. $ �l FOR COILING DOOR _ _ CONT.BETWEENJOISTS rr [� -0�.;, t ! : 1'-4"01C - A COORD,BOLT HOLE , : JI-.AjL GNU WALL PER PLAN BRO.FL.1M1®It'3" - • WE FLOOR JOIST PER PLAN. LOCA7FON6 WI DOOR - w W.,(2,453(7-0" '/ RF 669 n i CJO}8Y MAY BE OFFSET FROM [ 1 . (31610 10103118 SUPPLIER JOIST M Y BE OF L AS }yL y •- I ' HBS HEADER 12165 BARS CONT,FOR ` 6 , -y NECESSARY i+ ---- CMU WALL PER PLAN SCREWS PBR PLAN LENGTH OF WALL IIS EACH SIDE OF frlit TO METAL ,�xx \ All t\\\ i STUD,TYE, �`---• -- WT 5x115/6"AT `\ T,,, STUDS CONT,FOR 7 t _ C LENGTH OF WALL , r : II . EAC"FIH WALL HSS COLUMN I 3 I' CONNECT10N8 PER PLAN,SEE �i NON-SHRINK GROUT - I 11156.2 FOR HSS f` - 1 _ I - CMU WALL _= AS NECESSARY ,` �I ATTACHMENT AT \\ F-- I O\3116 720 NE Grand Ave PER PLAN c 3116 I .III _ CEILG PER ARCH. 70P ��_ Portland,Oregon 97201 � �_ - y x, X 7 MEZZ. FLOOR/WALL CONNECTION 8 MEZZ.JOIST TO WALL CONNECTION 9 CMU SHEAR WALL SECTION 10 WALL SECTIO 11 HSS HEADER TO HSS COL. CONN. $5.3 16330-100 SCALE:1"=1'-0" 55.3 16330-101 SCALE,314"=1'-0" S5.3 15330-IC7 SCALE 1"=T-0' 55.3 15330-117 $5.3 16330-139 SCALE: 1'=1'-0" SCALE 1"=1'-0" •-� 24' i Ix_ F®31 © I RPro t: l I 11!16118 -PL.1ylx7x4$" ; o-GALV BARRIER STRANDS(G-R.S.) New Building HSS 651x30 Wl WELDED CAP, % PER 13/55.3 THRU%"21 HOLES HSS 4x3xTg [� CENTER ON EMBED-P4 e THRU WEBS OF H8S- BENT PL1i"sCONT. 0 1"S• LnN r �1 PL Ix7xREQ'D �7 RFi 1132 -1--A"--1- I V-1- (GOSO GALV.BARRIER SLRANDS `4�2" 09l20H8 GALV-BARRIER SiRAND5IGBS] ° ----HSS Bx9x�6 W1 WELDED CAP. 13"0 x5"H.B.A 0 7-O'0/C. A (GBS)TENSION 70 3.300 LBS+SAYING " PER 1385.3 THRU VO HOLES THRU z CENTER ON EMBED.PLATE. I 3" FULL PEN.WELD TO PLATE _ FORCE PER SUPPLIER WEBS OF HSS.`y EQly" r a _ FULL THROAT,MIN- 11RF1616 7 I}-� H.D.G.PL 3I4x7x7.7'. I41111&1B _ INTERIOR EXTERIOR '. r"' ? CENTER PL.ON H55 (SPAC'G PER r METAL DECK 8 CONC. { -- a L--. { � � � 5� TYP1 TOPP'G PER PLAN, I / II / s 13!55.31 If �� / 1 ( W SIDE aSIDE ' It_= / rEMBED, /-t HSS 6x66-%CENTERED II 17 Q t EO' L II I J 1 ON COLUMN CAP PL- !^I r HSS 757x36 W/. `` �+ . r-- J Portland Oregon SIMPSON'SCS47.5'AT I J a ° .I _ a A��I L__ IDI { n 64 x76'-4708 BAR EACH 10325 SW Washington 5q Rd- EACH STUDWI 3 6t4 i1 1 1I7OTAI C 916 / 1 SIDE OF H58,{21 I 1 WELDED CAP PL I_ II ' 'i ° • ✓ j _ SHOULDERED SCREWS pl - ) 3 %1"0 HOLE FOR ; t = 3718 AT CENTER OF VERT. / L/I'_. 4 I I � w GALV.BARRIER I 17 w 11 I 1, % 1/r TOPPGDPECR p.AION Nc. SLOT AT STUD J 1a111in 1fn 31 1Pa ` ® I_ r �¢ _ C STRAND,TLP. - -•a 11 We H G. i iY== { `�\ �I • e ° 1" 3/1031,,7 3.92 H-O.G.PL SxBxLr�, N r € @�� 1� 6008137-43 METALCENTER PL.ON H55 RFI6131„ , \ _ .�-_, -� _�! _I_ , 1 -- �CLR. STUDS 1'-4"OIC +--STL BM PER PLAN 11115118 I ) I • __I � I rt ® EMBED. SECTION a ° t f� I 1 H.O.G.PL'/.57x17-7'.CENTER x1" METAL DECK&CONC. Jr 1 2 \ § 1 I PL ON HSS EMBED. COLUMN CAP PL.1x -Dr" TOPP'G PER PLAN - I �• - I 1 (COL FLANGE WIDTH y-4-6 Sheet Title I ''Sry6 V9116 I 5/16 r &18 V I I 1 +1"1x(COL DEPTH+11 r� n P 1 - 0 Floor Framing Details WELDED HSS 1515CHIllilh‘'1� ° I�� H.D.G.PL 151x0'-B X".CENTER rr� • d - _,__a I-6-17 _- - Q Dela lis SIDE OF H55 PER 15155,3, r�. • �° �� "!� PL ON HSS EMBED- "------EEE777 t TLP. 3/16 IT Q METAL DECK 6 CONC -�}�L WELDED REBAR EACH WELDED REBAR EACH 12 WALL SECTION Hss 7x/x%CENTERED ON WF BM FLANGE STDPE PER iSR5.3 Q TOPP G PER PLAN ST P OF H55 PER 1555.3, 7: WF BM PER PLAN $53 15330-140 SCALE:7"=1'-0" I I PL%ir5Xx LT-r{Fy=56 Ka) H558581rYe CENTERED CMU WALL OR METAL BTL PL.CORN.PER 8155.1 I F - , 1\ WE JOIST PER PLAN �� STUD WALL PER PLAN (PER 7155.1 AT SIM COND.) ON WF BM FLANGE l T 3118 65 x7.6"A706 BAR • lc C -. 3116 COL CAP EACH SIDE OF HSS, HSS 7.76%CENTERED 3116 -7" {2)TOTAL CN WF BM FLANGE • f--- - WF COLUMN PER PLAN. I AT SIM.COAD.COL n. I5 ROTATED 90'} 13 CABLE BRACING ANCHORAGEI OtINTERMEDIATE CABLE BRACING SUPPORT 15 INTERMEDIATE CABLE BRACING SUPPORT V STIFFENER PL EACH 510E NOTE: 55.3 - SCALE: 1"=1'-0" ,)30 I;i I OF WF ALIGN PLA WI WEB RAMP JOIST NOT SCALE: t`=t'-0" -'{- 52 SCALE: 1"=9-0" Revisions: OF CONNECTING WF BM NOTCH SHOWN FOR CLARITY OF 17 August 2018 AL'S AS NECESSARY - Coordination Set 3625137-33 METAL WEHGIRDER PER PLAN , TY?. STUD WALL C 1'-4"01G ; THRU TRACK AT EACE 9.24 August 2018 ' I-- PROVIDE(2)410 SCREWS Structural Plan Review 3116 I I FLOOR JOIST g g 8HT'G EDGE SCREWS 10.On oin Changes STEEL SHIM PL.REQ'D45x0'$14", --- WALL SHTG IPER PLAN THRU TOP I CENTER ON FLANGE WIDTH II' I FLANGE PER 19155.3 I FLOOR SHTG Construction Revisions (STACKED WELDED PCS METAL DECK 8 CONC 800T150-41 TRACK WI 1 • rl� PER PLAN BOXED HEADER PER PLAN ACCEPTABLE) TOPPG PER PLAN 3523137-33 METAL I 1)68 SCREW AT EACH WI 3627150-43 TOP AND 3176 STUD WALL 0 1'-4"OIC EDGE SCREWS JOIST FLANGE • si �_ PER PLAN - - -- BOTTOM-PROVIDE 610 1 a ° n < ° PROVIDE 510SCREWS 06'O/C SCREWS 01'-0"OIC AT EACH _ _ _ n / r ---.- -0 FLOOR SHTG FROM TRACK TO TRACK _ STUD FLANGE TO TOP AND2N-.' \ A f--HSS OR WF - .--;____---•• 3,16 r/ IL " • PROVIDE SCREWS®8'OIC PER PLAN _ _ BOTTOM TRACK COL,PER PLAN MAX BOTH FLANGES OF 362T150.33TRACK WI 7vWP JOISTBLK'G, THRU FLOOR JOIST """' """ TY""'"""' (1168SCREWS AT EACH I FLOOR JOIST_ WEB ON FLOOR SIDE OF ,• STUD FLANGE J PER PLNV ? ©ima aa*s.vsc'�K¢PER PLAN ---_' ]0 x1'MINI IYB"GYP.BOAR❑Wl TYPE'S' �-HSS BM PER PLANWALL. ( HiLTI 7t-U'PINS I0.15T1ID L 0511/ca.xncs III 04 P15-Si>•w //,/ � 1 FLOOR JOIST EMBED 1'�'OIC r SCREWS @ 6'OIC A7 PANEL CMU WALL MTL STUD BLK'G 70 PER PLAN ALTERNATIVE', 1 A L. EDGES AND 1'-0'OIC ATn Arv[r ctxwlnxc EIALIAE[As INC. DER PLAN +1 �= MATCH VERT WALL / y."8 xi%"MIN.EMBED,HILT! INTERIOR SUPPORTS 382 7 7 50-43506'W/ .69.96 60110 DC NSED C9 KAMM I R STUD FULL LENGTH ! PROVIDE(2)56 SCREWS ATIS)Pi SCREWS EACH WF BM PER PLAN 1 I JJJ 01'-4'OM CONC.SLAB FLANGE TO HEADER AND !- AND BOTTOM ," s/SATM'A MO WExo5 10R MD,05 917.9 ., #11111v PEPxI590N Of 1 .SPPES __ OF WALL EACH VERT.WALL STUD 'KWIK HUS-EZ'SCREW MICR. L 3x3x�/19x0'fi'TOP I I41 MAX. 3rrB Date 17 August 2018 THRU JOIST WEB PER PLAN (10y11103CR SRW SBS NOTE: I� tYP , 3'�'STIFFENER PL.EACH 11 \ 3176 I SIDE OF WF BM ALIGN AL'S �, FLOOR JOIST TIGHT I - Drawn by: Checked by: TO WALL SHTG .1 r a {2)WALL STUDS PER PROVIEE WELD DNLY i I W/WEB OF CONNECTING 3' a WHERE SHOWN. 3116 I__/)„._i WF SM.NOTCH AL'S A5 WALL BHT'G • 4 • PLAN EACH END OF LSC RNT/VL NECESSARY - HEADER - O DETAIL �- - PER 19563 Job Number. 116139 16 BEAM TO BEAM CONNECTION 17 STL BEAM/CMU WALL POCKET 18 FLOOR SECTION AT DEMISING WALL 19 MEZZ, FLOOR SECTION 20 BOXED HEADER DETAIL 21 HSS BEAM SECTION Sheet of: $5.3 SCALE: 1-=r-0" S5.3 SCALE 1"=r-0- SS-3 - scuE 1"-r-0" 55.3 .. SCA:F •=•.r 55-3 SCALE:T"=1-0'• 55.3 'E.:`s:;-.,,=' SCALE 1"=r-0" S5.3 For Construction Set - August 2018 TmiLioamBAMER.MIN. 28 ROOF DECK PER PLAN 1, 1MILDREN DESIGN GROUP,P.C. • I \ 1 ARCHITECTURE • s"ACE PLANNING 7650 S.W.Beveland,Suite 120 ti• — Tigard.Oregon 97223-8692 Voice 503-244-0552 p [1: .- -_ I Fax:503-244-0417 '41\Lv_ 0 114'Ij. (2)SIDES> 151 / // 1 .TYP.>3M61� I 3116 / ` I 1 \1 --ROOF DECK PER • PLAN-DECK STEEL PLATESECTION ORIENTATION VARIES CONNECTION CL r WF COLUMN O PER 8/55.1BEM 1!/ PER PLAN I 4" H55 BEAM PER PLAN O SECTION • 1 i O --ID 1I!, BOLTS PEPL. R 785.1 kik C�BEt 3V78 �(2)SIDES µ6g SEAM PER lo Wk #-T,1R �t1 4" PLAN,ryp, A I I PflaFieP .--_- CL BEAM,1 �t7G �p } 4. eazo 1111 _ HSS POST THREADED RODBEp. I I I PER PLAN. -CL.BEAM 1 1i-I1-I , ANCHORS WI HILTI -- i 1 °�GOX�__ _ _ _ _ _ _.� _ �� - i - BELOW i iof '{ / HIT-HY 70'ADHESIVEJP __ l __ ..WE GIRDERWF JOISTH55 POST PER PLPNPER PLAN J PER PLAN ----CMU WALL PER PLAN EXP: 6/30/20 PE BEAM FLANGE 2'FROM FACE 118 )Ii BB 2PL 3 EMBED. (2) OF WEB TO CL. - -- `- • _- THREADED ROD ``�� 1 . OF BOLT HOLE - - . I /i _y,. HILT? �� /1 ---,--�i- ANCHORS ADHESIVE lYl GRIDER TO COLUMN FLOOR BEAM /GIRDER CANOPY CANOPY T.M. RIPPEY S5.40 2/'DIAGONAL CONNECTION S5.4 DIAGONAL CONNECTION 3 ATTACHMENT AT CMU WALL CANOPY CONNECTION (PLAN VIEW) 5 HSS POST BASE PLATE CONSULTING ENGINEERS SCALE: 3"=r- SCALE:1 1/2=1 55.4 • SCALE 3=1-0 7650 611 Bevehnd street.slice 900 16330-167 SCALE: 3'=1'-0" 55.4 SCALE 3"=1'-0' TaQerd,Oregon 97227 Phone,(503)443-3900 Fex.(S03)443-3700 / / y s M a? ° " 12'CUR.. 14" , PYP. • 9 a • ° 4b—(4(44 DOWELS W/ Owner. \ 4"EMBED WI HILTI JLR TRACK BLK'G W/7 Y7"FLANGES. LIGHT GAGE STL A 1-11T-RE 500 VJ'ADHES. SIZE&GAGE TO MATCH STUDS- O SECTION LOCATE IN EVERY 481-SPACE FOR WALL STUDS STUDS®247 0/C&IN EVERY 5811 415 xYd'DOWELS AT SPAC'GPLATE SPACE FOR STUDS(Q 1'-4"VC Illi PER ELEVATIONS W/HILTI , meq - w E��UND STUD 34."E VAT ANCHOR! 30.-0"TALL 1� 1"CLR AND AT EACH END WALL,TYPICAL�AIL• HIT-HY 200'ADHE"MIN. w!S'MIN. GROUP�4'4" y BOLTS BY OTHERS LIGHTBY OTHERS ,/ / EMBED.W!8"MIN.EDGE DIST, 4 C N70 SHEET MTL- METAL DECK 8 CONC. A a Q DEPTH OF STUD r \ \ SCREWS AS 5HWON, TOPPG PER PLAN a r- CONC.WALL GROUP 2/2" Ir z� a all`77 720 NE Grand Ave, �l SEE SPECIFICATIONS I ° • 4 FLASHING BY OTHERS SHEATHING,SEE rte— I Portland.Oregon 9720) SPECIFICATIONS \ ` Q \ /'�--' \,.- CONC.WALL ----� p - -- pROy1DE BOND iaO a N \/ I 1 $ / 1 �` N. WE 8M PER PLAN *4E8"DOWELS 0 4'-0"On Wl BREAKER OR BLDG.PAPER I 4-1011° li ` �� \" '1 { N. 4"EMBED.Wl HILTI 1-11T-RE OSE C D SEL I 1 CRNA.CH.FOR I41%.4,e 506-V3'ADHESIVE.CENTER J I p'\ SEE ARCH.FOR 1 t. - - 4" DOWELS ON LOW FLUTE - - II I r2/° \\\S7FMENBIONB I I \ CL OF PL. 8" xCONT. 3-0" LL a dL. 40 TIES 0 a"010 �I \ O II \ T " T 0 MAX,(3)AT TOP,(1) CONTINUOUS GALVANIZED STL. , ' FLAT STRAP,3604 x 7' 114 0' O I �CMulconcIME7AL PToIBC[: x 72 x 1'-tr'Wl 2 I • L VERTICAL DOWELS 8 AT BOTTOM b ROWSOFf3) \ / r $PUDWALLPERPLIW PERDETAILA' _ (4(N4x55"BARS I EACHWAYCENTEREDH.S.A.®S'OIC. RFI 8121 PER 7155.4 CON LEOW FLUTES ON LIGWT POLENATE- RFI#121 1015/18 METAL DECK&CONC. ° New Building INSTALL BRACING ROWS O 4'-0"01C VERTICAL SPACING. r TOPP'GPERPLAN , a UNLESS NOTED OTHERWISE.(TOP8 BOTTOM TRP.CKSWEBMPERP - 11/15/18 EMBED PLATE SEE - DEOK ORIATION S. 2 "CONSTITUTE A BRACING ROW) DETAIL 7156.4 '' .6 a RFI 8121 VARIES 4 1'�•' •r a r 2-UNLESS NOTED OTHERWISE INSTALL STRAP ON PL. .SxLENGTH PER DETAIL 855.1 / a` I 4— ' 1 / 14115118 MIN. •° • SIDE WITH NO SHEATHING AT LOCATIONS WHERE V8?..V C A325N BOLTS IN RORIZ. 1 a WATERSTOP BY OTHERS ° SHEATHING IS ON(1)SIDE ONLY. INSTALL STRAP ON BOTH LONG SLOTTED HOLES PER - CONTROL -� SIDES WHERE NO SHEATHING IS PRESENT. SCHEDULE(SEE DETAIL 8/55.1). L WHERE APPLICABLE 7•Iti • 3.ATTACHMENT OF SHEATHING TO STUDS AND STEEL STRAPS CENTER BOLTS IN SLOTTED HOLES. W. EO. EO- EO. SHALL BE MADE USING SCREWS IN ACCORDANCE WITH IBC PROVIDE NRFI 8'!21 _e"PLATE WASHERS AT RFI#1 8 SECTION 2508. EACH BOLE 10125 SW Washington Sq Rd. 9 STUD WALL LATERAL BRACING 9 GIRDER/WALL CONNECTION C"") GIRDER/CONC. WALL CONNECTION (PLAN) 9 CONC. CURB ATTACHMENT 9 LIGHT POLE ATTACHMENT Portlad,Oregon 16330-168 NLS 16330-171 SCALE: T•1'-0• 16330-172 SCALE 1 1.7=1'7 55.4 16330-174 SCALE-1'=1'� SCALE 1••1'-0" A A A RFI OM RFI 877 RFI 4185 10125/15 11(112/16 11/02/15 Sheet Title Floor Framing Details RevoiDlts: a, 17 August 2018 Coordination Set 9.24 August 2018 Structural Plan Review 10.Ongoing Changes Construction Revisions TNESE DRAM.PRE TME...KRT,or Id RIPPE,'conSaWG CNWECR5.C. MOARE'NIT N•113E CR REPRONCED IX WP,7111 ERCFPF WE RNC MR,. -KATTry PERMt1Sav rR tM.fePPEY CCNSLO°NC ENC,N[CRS NC. Date: 17 August 2018 Drawn by: Checked by: ISC RNT/VL Job Number: 116139 Sheet of: For Construction Set - August 2018 S5"4 PARLOR NUMBER 14390 28 .. Arq Y"; Y4`MIN.CAP PL.ON HSS r EPDXY ANCH'6 Ml1OREN DESIGN GROUP,P.C. PER PLAN l CAP PL r, TO HSS ARCHITECTURE . SPACE PLANNING "3 7650 S.W.Beveland,Suite 120 %>r �/ Or TYP. Tigard, Voi e 503-244-0552- 8692 M5 FULL HEIGHT ��% et Fax:503-244-0417 VERTICAL BARS / BETWEEN HORIZONTAL II BARS • DISCONTINUOUS ANGLE � LEDGERS BETWEEN JOISTS PER PLAN OSECTION L 34:2491440,6"[FY=50 hs/) TIPARAPET EACH SIDE OF JOIST SEE ARCH- M■ 2x PT-TOP -f-r PLATE W/BOL - METAL ROOF DECK �-1 G ANCHOR BOLTS ®4'-0"0/C MAX �(4 3 500F JOISTS PER PLAN PER PLAN 0 - 4Fin 131510E5 � _• T/STL._ _._ - -- _ 3's"GUSSET PL WI SLOPE - PLUG ALLDECK 7113 I CONNECTION PER 7!55.1 _ PER ARCH_ PLUG ALLDECK --�F FLUTES OVER `�I� �'^� - AN O -+, FLUTES OVER _ TSTL L___`=NOTES: CHPNNEL LEDGER,TVP. 1. AT PARALLEL SUPPORTS PROVIDE EDGE FASTENERS 5"Q C, "'-,.=is-+. ' �' - HSS BEAM,TVP. CMU WALL / 1 •2. SEE DETAIL 616.1 FOR DECK SPLICE RECWREMENTS. rMETAL DECK Wf .O t--.--,,,a17-4 T ® 7"CUR.TO INSIDE PER PLAN DOUBLE ROW OF DECK . I OI --��p�p (7)FASTENERS PER SHEET AT PERPENDICULAR SUPPORTS ' � ;r --_ ® FASTENERS PER PLAN A Iw 16x26) :I I RFI 0/54 ^^"r'^ 7"^'i""' PACE OF BLOCK r UNLESS NOTED OTHERWISE ON DRAWINGS. .r , 77 \ RFI#54 � p PER Q - - - OI• 1p pyl6 Z2220719(4)1/5 LONG.BARS,CONY. __ 150E12533®1'-0"O/C. LEDGER HEIGHT,T TISTEEL 10/03/19 �- 16xCeS 26,FOR LENGTH OF WALL ,II ATTACH TO HSS WI(2)#10 VARIES FOR ;� 4' SEE ARCH. ` ` R PLAN TO - VERCO PUNCHLOK SIDELAP SCREWS AT EACH FLANGE ROOF SLOPE, ` BEND BAR TO MATCH 6e -- CB41 L54 CONT.W! 6 WF SAM ay EXP; 6/30/20 CONNECTION SPACING PER PLAN SLOPE OF CHANNEL HSS JOIST PER PLAN, SEE PLAN Q F PER PLAN yy F FLANGE .® ANGLED FOR ROOF SLOPE 1 Ba ROD xSA5.) • drELEVATO' ROp A IL I(CONTINUOUS A A HOIST BEAM •: ELEVATOR HOIST��( ©2'-0"DIC LOAD NOT TO EXCEED CMU WALL IC /REBAR TO CHANNEL (2}16 CONT.BOND BEAM INSPECTION REQUIRED) RFI 8707 RR M64 5.000 LSE. A PER PLAN .1 \FLANGE,TYP. IN COURSES WHERE .JAG 11/OS16 10/03/16 ii �� METAL DECK PER PLAN - LEDGER IS SUPPORTED • L. 150F125-33 O 1'-0"0/C,ATTACH 1 TO CHANNEL LEDGER W/(2)#10 T.M. RIPPEY FASTENER SIZES: IF SCREWS AT EACH FLANGE CONSULTING ENGINEERS -USE HILTI'X-EONK27 FOR SUBSTRATE THICKNESS BETWEEN Y5'ANDY,'. (1Q•RETURN -USE HILT!7(-HSN24'FOR SUBSTRATE THICKNESS BETWEEN Ye"AND V. .V AT TOPPI r'---� 7650 Se BeveMml Steel,Salle 100 -USE HILTI'3-ENP19'FOR SUBSTRATE THICKNESS GREATER THAN Y.". - (2)1A5 BOND BEAM OVER Tperd crown 97223 OPENING,EXTEND FOR FULL C 8411.5x1'-0"W/12)44 LENGTH OF WALL More;(503)40.7-3900 LOOPS Q B'0/C WELDED Fax(5031 443-3700 TO CHANNEL FLANGES 1 ATTACHMENT AT ROOF SUPPORTS 2 JOIST TO WALL CONNECTION 0 DECKING TO WALL CONNECTION 4 JOIST/BEAM CONNECTION 5 ELEVATOR HOIST BEAM 56.1 N T.S. 56.1 SCALE:3!4"=1'3" S6.1 -'K SCALE 314"=1-L. S6.1 5330-27 SCALE 1"=1'-0' S6.1 -L • SCALE r=V-0' NOTE: RA 3116\ TYP. Owner: NO SUPPLEMENTARY FRAMING REQ'O , u, rr D AT OPENINGS WHICH DO NOT CUT DECK WEB. cJ L[�, b p5 EACH SIDE PL 1 OF STUDS PL.'n's'4WALL WIDTH x REDO W/WO 46'µ,EA. TIT_tn,a, 1 METAL ROOF DECK (1)I4'-01'0/C FLUTE E METAL DECK PER PLAN 12 I DECK FASTENERS PER DETAIL DECK IS PL AT SIMIG LAROND. } 3'4"O x6"H.S.A 4'-0"OIC 2'MIN. TO WALL AT AIM.CONp PER PLAN I PL.1S'WALL W}DTH4REQ'D WI ! OPENING WIDTH X3 4 ` 1186-T TO BE INSTALLED THRU --- -- ---- DECK 720 NE Grand Ave \ +�--"-- R BOTH LAYERS OF DECK AND N° f n y 14 / �` 1 `\W IAP. .t r/ ! OPENING 1 , JOIST AT DECKING LAP SPLICE-\ x y _l TIPLATE Portland,Oregon 97201 I \ I 1 VARIES 40 .41 PLUG ALL DECK i OPENING 1 A\.................,./...... i/5 EACH SIgE OF STUDS, 150F12533 O 1'-0"0/C.ATTACH PSIFLUTESOVERMTL ROOF PECK / .�-ROOF JOISTBARS TO BE CONTINUOUS CMU WALL,TYP. ` TO CHANNEL LEDGER W!(2)010 �� L 4444114 EA SIDE OF JPER PL NEl SCREWS AT EACH FLANGE -'-- _ OPENING,INSTALL PRIORiPER PLAN,TVP- AROUND CORNERS. ,, - ,� ,� �� TO CUTTING OPENING CMU WALL C 6:11.TRHD.-W!5/"0 PER PLAN EMBED.TRHD.ROD WI�. ® LING,IN TA.LIREOF J llOwi7 O 2'-0"0/C(CONTINUO 5 1110&16 OPENING,INSTALL PRIORProject: INSPECTION RED'O),TYP. TO CUTTING OPENING PROVIOE MIN,6'STAGGER BETWEEN New Building CMU WALL OPPOSITE ROD ANCHOR. PER PLANCONDITION'A' CONDITION'B' MAX.EQUIP.LOAD:200 LBS. MAX.EQUIP LOAD 400 LBS. 6 DECKING TO WALL CONN. 7 TYPICAL REINFORCEMENT OF STEEL DECKING FOR MECHANICAL UNIT OPENINGS ( SECTION AT DECKING SPLICE 9 ROOF AT TOP PLATE S6.1 16330-145 SCALE:314•'=1.3" S6.1 ...i.' - - 56.1 SCALE11n =r-0•• Sfi.1 SCALE:3l4••=r-0- NT3 10125 SW Washington Sq Rd. Portland,Oregon A L 6461640Y-6" RFI R56 , f WF BEAM HEADER 113103,1131(a, PER PLAN I Sheet Title: JOIST TOP ! CHORD ' Roof Framing ! \ ADDITIONALREO'D Details S, .-4!1%- CUPSATSIM- CONDITION CUP 1'-0",TYP. LOCATION, vuF To JOIST 1' RF®7 . 0 HSS BLE D PER PLAN MECHANICAL UNIT \ TYP. �! IJ ,1� MIN. BY OTHERS 0840116 `°" r ANGLE HEADER 16 GA CLIPS W!LAI#`10 TEK SCREWS (0/j RTU ii.LiHSSCOLUMNPER ( PER PLAN(COPE 70 UNIT AND(4)0/10 TEK SCREWS TOFOUNDATIONPLAN ANGLE HEADER PER1/PLAN.COPE AT WF VETICALHEADERCURB,SAI CUPRCLIP LOCASEE1 LEG IFNECESSARY) DETAIL'A'FORCLIP LOCATIDNdNOTE: 1 � ! a _ (BEAM f(S)CLIPS REQ'p AT 51(5 CONDITION) ..\AT SIA-GOND-PROVIDE 2" ° II ^SAND COL, i CLIP LOCATION BETWEEN HOIST BEAM AND -- S' , l tel, JISf2-12 PROVIDE P.T.LEVELINGCURBASAJN.'$ %"KERF PLMETAL DECK ANO SHIM W! - ? REC'D.ATTACH STEEL CURB TOSTEEL PLATES FOR BEARING. °- „ I12�� ANGLE HEADER BELOW WI A MIN- I IWF BEAM/JD13T ( OR Revisions GIRDER Tpp WOOD BLK'G RECD I I �� OF 1 0 THRU BOLT AT EACH ` STEEL CURB BY SUPPLIER ROOF JOIST CHORD CORNER OF UNIT. ATTACH O SECTION PER PLAN , ` • , REMAINDER OF STEEL CURB W/MIN-1110 f FLASHING AND INSULATION & 17 August 2018 A SCREWS O 1'-0'OIC THRU LEVEL'G NOT SHOWN FOR CLARITY Coordination Set die V 3ie CURB AND PENETRATING METAL AT SUPPORTS PERPENDICULAR 9.24 August 2018 DECK.FOR BOLT AT JOIST CONDITION RFI 127 I L4x4xY.xCONT. O ANGLE TO WF ��, ANGLE TO GIRDER RUN BOLT BETWEEN TOP CHORD i-- TO DECK FLUTES PROVIDE Structural Plan Review -METAL ROOF DECK. BEK'G W1410 SCREWS 06710716 I 1 ANGLES W1 PL WASHER AND NU7 AT BEG BLK'G IN FLUTES,SECURE 10.Ongoing Changes '.(a'WELDED STIFF. I 14"CPP PL ---- BOT.FOR BOLT AT HSS BLK'G OVER 1 Construction Revisions \ PL EA SIDE 1" 43' ROOF METAL 1 SEE PLAN FOR 2 4 Ufa, DECK PER PLAN A Z"EDGE FASTENERS N T/STL 1„ GIRDER USE BLIND BOLT INTO 0/55- L , ( DISTANCE i4.' •-1J 4 4 ' 1 1 V\V V\V V\17 \51/ l -4. , ANGLE HEADEAS I, .cam die PER PLAN PROVIDE BEARING \ O 0MI JOIST TOP BLOCKING FULL ` ANGLE HEADERS PER PLAN(WF A7 �, I. SIM.CONDITION SEE DETAIL 13!$$1 0 I! O O CHORD l I LENGTH OF CURB FOR ATTACHMENT :L•':;..3��'. 1 \\ O . It 11:\,__vir OVER HEADER 2••3 // .1 L. WF ROOF JOIST • \-SIMPSON'FC647.5'CLIP �L---"'J } ANGLE SUPPO TIS GREATER I ©it,A c�.urs srw"-. BRC.PL 1'zt10x1'-3" 1 PER PLAN,JOIST AT EACH STUD WI 4)#12- L LD2xY4 REO'D WHEN CURB W![2)i(5 x 3'-0" - MAY BE OFFSET ANGLE HEADER PER PLAN, THAN 6"FROM DIAGONAL Mnc 09/CELS/Bt:IS lncevrn a 14 SCREWS TO STUD AND I :tl6 EACH SIflE OF /` ... FROM CENTERLINE • (3j 1/12-14 SCREWS TO 're"KERF PL.W/ "ta COPE VERTICAL LEG AT PANEL POINT AT TRUSS TOP >v RIPPET mxsul»xc ES/TEEas 111/ STUDS CONT.FOR / _ OF PL.AS NECESSARY ANGLE SOLDIER PILE SCHEDULE \ A325N BOLTS IN I SUPPORT.IF HEADERS - CHORD µu yµ4 10 et TI M CR stmmsm LENGTH OF WALL SHORT SLOTTED HOLES I OCCUR EACH SIDE OF JOIST (3)SPIES,\ r"E'aPr NCH 119 PME" NON-SHRINK NOE J.--, THEN EXTEND HORIZONTAL TYP./ eV r6Rvulv1xiwc�270EEE2ExOf c.�.RIME,' AS NECESSARY WE PL.HEIGHT �,.0 PSN HEADER LEG FOR Yz JO/ST CMU WALL D CTYP I Date: 17 AuEust 2018 PER PIAN a-- -<OR DSA -H--6006137-03® W 76 1'-0' 14) 1/4 TOP CHORD WIDTH •. / T-0•'0/C,TYP- n_ANGLE TO JOIST 0 ANGLE TO ANGLE Drawn by: Checked by; .. ..., _I. , __ W 15/21 1'-3" 101 ...._AF. . . } ! ROOF JOIST PER PLAN LSC RNT/V1. STAIR V 10 TOWER JOIST TO WALL CONNECTION ROOF SECTION 12 BEAM/HSS COLUMN CONNECTION 13 ANGLE HEADER ATTACHMENTS 14 MECH. CURB SECTION Job Number: 116139 S6.1 16330-104 SCALE:3/4"=1'-0' 16330-125 SCALE:114"=1'-0" S6.1 16330-127 SCALE,1"=1•-0" 58.1 16330-14 S6.1 16330-10.5 - SCALE:1 12"=1•A" SCALE.I =1'-0" Sheet of; For Construction Set - August 2018 S6.1 TMR MBA:UMBER 16116 28 8007725-43 TOP L 85404e uCONT.(LLH) �\ TRACK---••• © ((7 y ---1,,-- SS --- 100 PLF WALL DEAD '4/JkL.wriw. , �� x , LOAD TO BE INCLUDED - JOIST SUPPLIER TO -�`- IN JOIST DESIGN 2x BLK'G UNDER WALL ALLOW FOR 180 PLF MILDREI`1 DESIGN GROUP,P.C. SIMPSON'6CB47.5 AT 3118, WALL DEAD LOAD L 6x4.-4 (LLHIaCONr ANCHTIECTURE • SPACE PLANNING 0 12 EACH STUD W113) 4 2 ° Tigard,Oregon 97223-te 12 3M8 1 112-12 SHOULDERED SCREWS BL.KY',TYP. HSS 55353‘(FLAT)HEADER , 765()S.W.Beveland,Suite I AT CENTER OF VERT. TRUSS SUPPLIER YO 2 TRACK W/[2)(110 SCREWS SLOT AT STUD SLOTTED LEG DEFLECTION I Sx2a3(ex0$ INCLUDE 412 LB WIND IC Voice 503-244-0552 - - SIMPSON'FCB45.5'CUP • 1 I I ®1'4"DTO HEADER W/ 3/16 AT EACH STUD WI(4)#12- LOAD IN JOIST DESIGN Fax:503-244-0417 METAL DECK 3/16 I C 1 112-12MIN.3'i"DEFLECTION I 14 SCREWS TO ANGLE , 3H8 _ PEA PLAN \ ALLOWANCE HSS 3 x 2,i a EILKG (AT SIM.GOND.PROVIDE V8 1' ��-� 8'18 5C645.5'WI(2)614 , HSSSI Xe, I]TSTL. 111 ei F i is T/STL. 161 >-1 1-S li_TISTL _„=__=,__=__=_ 71 a1e� -. .. SHOULDERED SCREWS ^._ _.,- V :Ll��[mir , AT CENTER OF VERT, - { -_ - _-� ��" SLOT AT WALL STUD.) �I �� L4x4x.HEADER,LOCAFE AT TRUS7[\ I \ HSS 352 Yx 534 i 3116, BLK'G,TYP. 600516243® I \ 1'4"0/C,TYP. _ \* 800512543 METAL I STUDS®14"0/C • - 806818243 01'4"OIC ~ .._ L 3,.3x31.KICKER - ROOF JOIST Q 8A"0/C MAX. • � --4 ROOF JOIST /l� PER PLAN . ROOF BM PER PLAN • _ I ,(� 'rry'ry'.',�./(��'(� PER PLAN / --'-- y`^$ INse."'I, • ROOF JOISTN J' ROOF JOIST \ I �121•T le,rzo PER PLAN PER PLAN 1; / (3)#10 SCREWS,TYP, I I I L 3x3x3;'e KICKER \ Jill .o. <Y pp,1v`� se aB'-0-O/CMAX. Jill 9` TURN SUSPENDED GYP. -' 4•, -- CEILING,SEE ARCH. - \ EXP: 6/30/70 BLOCKING 1M I ,_ 1 ROOF SECTION 2 ROOF SECTION 3 ROOF SECTION 4 CONNECTION DETAIL 5 ROOF SECTION S6.2 - - -: SCALE. t-=r.o- S6.2 - SCALE. 1"=ra" S6.2 - scALE r=r-0' S6.2 e;,c 1n SCALE:11n^=r-o 56.2 SCALE l In=r.a I.M.SRG G NY CONSULTING ENGINEERS 7650 Sw Bswlmtl Sled.Sole= Tgerd Oregon 97223 Pone ISO 443-3900 1 6 Fey ISO 443-3700 , ,/ /.... RFI 663 I // / 10/38'16 d 1 1 / / // I // / / •"` ` Y2 PLYWD ---17-1''',...„,,,,,,,,1/11 / Owner` >sfi- '/� e / ®6' BRACED JLR `�\_ 1 3825137-33 0'1'4"01C r�� L 4x4xY4xCONT. W/SiMPSON'A34'AT r 1 115 0 8x . 5CONT. N'`....,: `` BOTTOM TRACK , , 600516243 49 118 pr 1" - 800513743 3/18 3" ®1'4"O/C,TYE. 1'4"OIG,TVP. \, _.620 GA.BENT PL.BOTTOM \ILC--) 3116 3" HS5 3 x 21§x�4e xCONT�� /1 TRACK W/521685CREW5 • - 1 ,,\ = 0 1'4"O/C TO METAL ROOF - I - DECK AND(2)#0 SCREWS /! METAL ROOF DECK 6007100-33ROOF/DECK HSS 3 x 21§a die xCONT. `` `\\``\'�� TO EACH STUD AT TYP.STUD- C 6x11 5 E.G on. - _ / -PER PLANSTEEL A ; COPE AND 0/C. 720 NE Grand Ave. 1'd"O/C TO METAL ` - T/ 4/ 3N6 2- 01011111°.BEND EACH LEG w / I LSI I Portland,Oregon 97201 T T ✓ - _ - &BEYOND,SEE DETNL ,,,TTT,,111 11156.1 FOR CONN - C c_ METAL ROOF DECK = (3)61D SCREWS' I ,/'// 3/16 1 112-12 PL Y.x7x0'-7' 1 I I 41\ PER PLAN e 1 I I' 1 7 // / , HSE 3x3r7ye , 3/18 112-72 4708x11.5 1�1 ' 1 ______ SIMPSON'L30'CUP ANGLE , // ,/' ffi161. BRACE�a'-0" / // �/ 600815243®1'4"Ofc 3116, •/ / 2 I // J1 Project: 68 SCREW EACH / 1 SIDE,TVP. - _ I y1�T A �\ // /' H553x3x OBRACE 1/4, �, I New Building / 8'-0"0/0 JOIST PER ROOF RE!669#18 GA SLOTTED LEG 900T150-54 �I All WT 5511 AT EACH 1 iy/ // C 8x11.5®6'-0"010 PER PLAN DEFLECTION TRACK W! ..-.-•- WF BEAM FIN CONNECTION - • FRAMING PLAN =•I (2)010 SCREWS o V-4"0/C PER PLAN 600816243®14"INC _ --- C 8x11-5 xCONT. TO BEAM WI 9',,"MIN. - _ *i/ • BWT12543 vie, WF BEAM PER ROOF DEFLECTION ALLOWANCE. 1"• NOTE: FRAMING PLAN K" -----�� DEFLECTION HEAR AT ,e-C 0x11.5®6'.0°DIC 600516243 0 I 1 I: STOREFRONT GLASS TO / BOTH 1'4"0/C,TVP. I I 'I; ALLOW FOR MIN.OF 1" 1/8)1' \ENDS Q SEE ARCH. RRCH LECTION. -I-1/-- --11-- 10125 SW Washington Sq Rd. 6 ROOF SECTION STOREFRONT SECTION ®.� `� BRACE SECTION ROOF SECTION 10 ROOF SECTION Portland,Oregon $8,2 16330-120 SCALE.110'=r-0" 18330-121 SCALE. 1"=1,0" RFI#89 15330-122 SCALE:11/2"=1'-0" 16330-123 SCALE 1'=1'-0" 562 16330-124 SCALE'. 1"=1'-3- 10/03116 Sheet Title Roof Framing Details SIMPSON'LS70 CLIP TOP AND BOTTOM OF HEADER W(8) 610 SCREWS - 610 SCREWS B 6"0/0 INTO EACH OF THE(2)HEADER MEMBERS 8005137"43 METAL I STUDS®1'4"OIC I - I -- #IO SCREWS 1-r1 ®1'-T'OIC, _______I 6007150-68- TYP BENT FL.34'xCONT. ` 0 Revisions: • L 4x4xYi xGON7. t 2018 14avs"HeA62.-g0c __ z.-� & l7AugusonSet - ---, 3, FULL PEN,WELD TO PLATE SECTION - i_ Coordination August 2018 A 9. ru AugustanR MIN, METAL DECK aCONC. I SIMPSON'FCB47,5'CLIP I 3116r Structural Plan Review Y•CAP PL 1 TOPP'G PER PLAN. I 0 AT SCREWSACH TOSTUD ANO ANGLE HEADER 10.Ongoing Changes BENT PL 3g"xCONr. it C5 i GOT TRACK Construction Revisions BOT.TRACK 13)612-14 SCREWS TO ANGLE PER 13156.1 BOXED HEADER PER PLAN Yi"0x5"H-6.A Q7-U'O/C. SIMPSON'FCB45,5' •• /'^''� v SIMPSONGH 'LS70 CLIP I W/600715043 TOP AND 3" FULL PEN-WELD TO PLATE AT EACH STUD ''''- I. I / \ I EACH SIDE W1(8]610 -_ ..- 1 182-08 I METAL ROOF DECK BOTTOM PROVIDE#10 PER PLAN MM. q CONTISE NUOUS WALLS SCREWS :: ' , SC• STUDSF�FLANGE TO TOP AND METAL DECK 8 CONC. ON • -- (2)WALL STUDS PER rI 80(17130-8B ® '' `� BOTTOM TRACK HEADER 3/16 ! 70PP'G PER PLAN_ SIM,TO DETAIL 12615.3} K. 1_-- PLAN EACH END OF RF® 8 �1 /! a - = L 4044 xL REDO W/ 8003200-54 1 O SECTION /2 a (.= ons 16 )) 2 ~I� Ja ,er 1 )2)3."0x234'EMBED BEARING STUD - T8 ,L�ak 3 x Y.x 0'-T'EACH 7N 1-., /J L 4a4Y%PER 1/S7.11111 8005[3743 METAL i Mme' HILTI'KWIK BOLT T2-CS' / 1 S DE OF I-/SS COL.W/ 2" ' 11 STUDS®1'4'O/C k WEDGE ANCH'6 Q 8'-0"OIC I 'J o� (2(%"0 A307 BOLTS IN I METAL STUD 1 C Bz11 5 8'-0"0/C = WF BEAM eo,NOrs" u BOTTOM OF 2"VERT RFI#BS Yx"0 4307 BOLT JAMBS -- I BOOT160-48.42-8"Wf mesr alJxw�cs Iwt n[peorear a SLOTS 10/25/18 [5)610 SCREWS TO PER PLAN h P1PE7 tt)x5yt1MC Ewl4Eus aC. METAL STUD WALL L 3x3xe BRACE CONC SLAB I II I (5)#10 SCREWS EACH an OREWIro a MI 01111711001410-... STL.BM.PER PLAN 8'-0.0/C I II 800712543 BOTTOM TRACK S FLANGE SCOREWS ARBA O ® PER PLAN rmttce aJessa+Oi r.u.avrp. I /' ( VERT,STUD Date 1005//550 pe005005 4/ H53 COLUMN 3118 3-12 I y :�Iz Date 17 August 2018 PER PLAN ----+ n 1;, 6011712543 TRACK I STL BM PER PLAN d° ° ` �- irisI I Drawn by: Checked by: I -�N--- /SC RNT/VL 11 HSS ATTACHMENT AT TOP 12 WALL SECTION 13 HEADER I JAMB DETAIL 14 ROOF SECTION 15 BOXED HEADER DETAIL Job Number.. 116139 S6,2 '6330-141 SCALE 1'=1'-0' S6.2 16330-142 BCAt.E-r*t•-0• S6.2 16330-tag SCALE 1"=r-0- 56.2 SCALE 1'=1'-0" 562 •7378-156 SCALE.1"•7'-0" Sheet of: S6.2 For Construction Set - August 2018 S6.2NUMBLRI5110 28 -h11........•••"—"`"--. Mr.OREN DESIGN GROUP,P.C. ARCHITECTURE • SPACE PLANNING 7650 S.W.Bevela18i,Suite 120 Tigard,Oregon 97223-8692 Vofce 503-244-0552 Fax:503-244-0417 fi K L 14 c Mk • _ AA OPP METAL DECK PER 1356ANGLE E1 HEADER - METAL• 'j/ PER PLAN DECK I I PER PLAN PER PU4N �1 �METAL D �HANO �]7/STEEL -. • �• 1/ 71STSEL, II, 111 , I r,r, F, TISTEEL• ii I,I i L4x4xY. _ : :t; 1 yl I - f-S:: EAM _ PER PLAIT e '' R STL BEAM PER PLAN i1J14"05307 PER PLAN-'- } �-T Ea.�o �_o- J 1 BOLT -—- — I -TA-24 T• T, 600516243 META1 8•SEISEEC JOINT ------ r OREGON 0 STUDS®1'-4"0/C, Ji ROOF JOIST J y 4 WF BEAM ROOF JOISTS •4 !p 14� d` TVP. F PER PLAN y PER PLAN PER PLAN ROOF OISTS y� 29. ,O? PER PLAN - AFV ruA EXP. 6/30/20 B' (5)CO SCREWS L3x31r.BRACE TO METAL STUD 66 -0"0lC 1 IIIy- 6001125-33 Ir 11� •• 1M1 - t 100T125-43xCONT., I• • I..1 1'°` 1 T.M. }i1F'PEY rep. 1 I CONSULTING ENGINEERS S'SEISMIC JOINT- ' PROVIDE 1"MIN.VERT. \ 7560 Si arVBeveIend0/1 Stant0e 57 Suilr A0 DEFLECTION HEAD AT 600512533 METAL d Oregon 97223 WINDOWS STu05 Wly3}p10 Phare,(503) O SCREWS -! Fax I5a3)443-0700 JLR 60051823 METAL WALL STUDS O 1'-4 OtC. CP ___L„.___L„. I ! IV TI$TEEL I- __ -1 I n I .7 AEI Owner: I v\PER PLAN- _ __ _ METAL DECK © I ! Y DPP. f I 1 PER PLAN T1 - HAND t� I I _ I� 1 I 1 1 MrI I /-.TISTEEL �._-rr I. f� I TISTEEI F,,—,r..-.,—..—...-.n.-..�.-.i �, _ f' VIREO.A C�--I _ ^1 s I •• t I _ 4� T/STEEL a..s .. . ' I •1 • �" WE ROOF BM I \ 720 NE Grand Ave. t PER PLAN \ WF ROOF BM /If 1 WF ROOF BM I I 1 PER PLAN 1 ... STL BEAM i 1 i PER PLAN Portland,Oregon 97201 PER PLANT �R�- I.—I J ROOF JOISTS -.-___...� PER PLAN I 6001125-43xOONT., Prject: TYP. Ili -- — . _� i New Building F 1 � � I I 8005200-54 METAL ` --- STUDS a 1'-"01C— ------ 6005125-33 METAL WALL ` _ L STUDSa1-4"0/C PROVIDE HORI2.BLOCKING f AND STRAPPING C 4-0"0/C • WHERE SHEATHING IS APPLIED ONE SIDE OF STUDS ONLY. •' ! TYPICAL.SEE DETAIL BIS5.4 I10125 SW Washington Sq Rd. 8005200-54 METAL Portland,Oregon STUDS 1'4"OIC 60081623 METAL WALL I 6005162-43 METAL I STUDS 0 1'4"on. WALL STUDS C 1'-4 01C I I Sheet Title: 8001126-59 W1Y"0=4°SCREW j Showroom ANCHORS AND 3•.10361-3' PLATE WASHERS Q 4-0"OIC -4 Wall Sections TYPICAL SIM 0 0 6007125-33 W1IVO 51" 0 Q 7 r21 PEN p.AF.®B"0/C "7 Q li 1 7,BLAB - - 9. C } I/SLAB ® T ..._„1„, I -T'SiAB E I - f. 4 g�' l ^--�----� T/BLAB A ii, –1 1` �E 1` ,_,1 I WALL SECTION 2 WALL SECTION 3 WALL SECTION 4 WALL SECTION Revisions 57.1 1$330-106 SCALE 1n'-1'0' S7,1 16330-107 SCALE_ 112-A 1'-0" S7.1 16330-108 SCALE: 117'=1'41'• S7.1 16330-109 SCALE 1r2'=1-0' 8. k 7 August 2018 Coordination Set 9.24 August 2018 Structural Plan Review 10.Ongoing Changes Construction Revisions ©iik ,a,. rTta ORAQK,S+Rt:5 RRstIT RE II RPRte Cb19+.TTC REIMERS NC Cl)+4 Mal Ti K PM OR FdRa0.C11 tnv,1.N THE F.PR RF'TTEN PERV:ESOY NC T.M.RIPPEY RENEE,. Date: 17 August 2018 Drawn by: Checked by: 1SC RNT/VL Job Number: 116139 Sheet of: S7.1 For Construction Set - August 2018 muffle NUMRER1633a 28 hl.---,---. MIWREN DESIGN GROUP,P.C. ARCHITECTURE • SPACE PLANNING 7650 S.W.Beveland,Suite 120 Tigard,Oregon 97223-8692 Voice 503-244-0552 Fax:503-244-0417 0 0c1 , j 6.I. 0 (16 I ,,,,,,,E �' ",NSI ! 1 /1 TBTEEL �I' ... .__ - _—_ y TlBTFL IN ‘777 1 Ala } VAIE6, 1�' I ' II 1 SEEP-RN I yy�� r'ryr't'�',��[`�N'{� CB GA SLOTTED LEG Q I 1HEeR"Y. • I DEFLECTION TRACK PER { ± ) 6562 WI(2)010 SCREWS - Ile 720 [ - ®1'4"O!C TO METAL l l I y^__ 1 -7,4.-4 I (r1 ROOF DECK. - oRFRON \ gOpF,x)157 J �` WF ROOF JOIST SOOT JOIST r. 2 1,4 1F 20,,4 t' PER PLAN I © PER PLAN PER PLAN- -c 7U11N8� HSS 3x3)71/6 BRACE EXP: 6/30/20 • Q 84 01C {^ �' - CEILING PER ARCH.II: T.M. RIPPEY e Q M I - - - - _--_----- -.m"- - CONSULTING ENGINEERS . .____. 7650 See k3eve01 Stre 7 S3 100 TWTEEL l I Tge' Oregon 97223 CHANNEL 1 II Phone{503)443-3900 a• 24'-03 ► Fir(5031443-3760 I l_ ,l 600516243 METAL 600516243 METAL • 6005182-43 METAL STUDS®1-4 010. STUDS(a1'4"0/C, I STUDS®1'4"01C. TYP. — TYP. • TVP.PROVIDE C 8:11.5®6'-D'OIC HORIZONTAL BLICO 1. TO ALIGN WI HSS SI" AND STRAPPING o BRACE.800313743 - 44A"Or WHERE SHT•G METAL STUDS O IS APPLIED TO(1)SIDE 7- 8C TY0 _ OF STUDS ONLY.TSP. Owner: 6008162-43 METAL JLR STUDS Q 1'4"OIC W113)1M SCREWS l—, -1 ..�� IF AT CONNECTIONS, I TSP IIIIII1-1.111" TATTEEE �- " I Q t8'-0118' ^--r-^ SEL REAM PER PLAN --.50.4%14720 NE Grand Ave. Y Portland,Oregon 97201 1 AI CI -IF ----- 3625137-33 METAL STUDS®T-4"on IN!12)06 SCREWS Project AT CONNECTIONS, .F'e ma� "P New Building 1 12)8096162-S4 90X (2)600816254 BOX _ HEADER,SEE DETAIL i HEADER,SEE DETAIL 1658.2 ,_ 15196.2 10125 SW Washington Sq Rd. I7. J Portland,Oregon I Sheet Title: Showroom Wall Sections BIM, 0 ...: m} - -- vs. ' HELPS L 0 WALL SECTION 2 WALL SECTION 67.2 6330 „o Revisiott� scALE vz=r.o 57.2 8 17 August 2018 SCALL: IIT=r-0" Coordination Set 9.24 August 2018 Structural Plan Review 10.Ongoing Changes Construction Revisions MESE DRAWLS IAF ME 01001RIT Si 111 PIPS"ENSUING ENGINEERS 010 10 MI ROT IG NE ms W P[PPo0IEII Ni MY MIER EICEPI MRI R0 PREFER RRIl[En PEW..of0 0PPEY 000510108 011.00RS 040. Date: 17 August 2018 Drawn by: Checked by: ISC RNT/VL Job Number. 116139 Sheet of: S7.2 For Construction Set - August 2018 MRIDSNNA1REIt16330 28 hq MILDREN DESIGN GROUP,P.C. ARGIFT!CFURR - 6YACP PLANNING 7650 S.W.Beveland,Suite 120 Tigard,Oregon 97223-8692 Voice.503-244-0552 Fax 503-244-0417 ! ♦ , 4 H POWER DEVICES LIGHTING DEVICES TELECOMMUNICATION DEVICES ABBREVIATIONS DRAWING INDEX NNE a Ifs;I11:JA1ES INC CONSUL I' I ■-R TP DUPLEX RECEPTACLE [+ 18") 0 SURFACE MOUNTED LIGHT FIXTURE Q DATA OUTLET [+ 18"] EXISTING TO REMAIN DWG DESCRIPTION AOC„.H'6YL AND ELECTRICAL SYSTEMS HALF-SWITCH RECEPTACLE + 18” • SURFACE MOUNTED EMERGENCY LIGHT FIXTURE 7 DATA OUTLET 1FE FUTURE 6915 SW MACADAM AVE. � [ ] [ABOVE COUNTER] R EXISTING TO BE RELOCATED SUITE 200 Di EXISTING TO BE DEMOLISHED E2.00 LUMINAIRE SCHEDULE PORTLAND, OREGON 97219 Q ISOLATED RECEPTACLE [+ 18"] SURFACE MOUNTED LIGHT FIXTURE 2 DATA OUTLET ON CEILING, AB ABOVE COUNTER BACKSPLASH E2.01 FIRST FLOOR SOUTH - LIGHTING PHONE' 503.892-1188 AC ALTERNATING CURRENT E2.02 MAINTENANCE SOUTH - LIGHTING FAX: 503,892.1190 DUPLEX RECEPTACLE [ABOVE COUNTER SURFACE MOUNTED EMERGENCY LIGHT FIXTURE 1r TELEPHONE OUTLET [+ 18") A, AMP AMPERES CONTACT...HANK BARLEEN ] E2.03 MAINTENANCE NORTH - LIGHTING 18" 1g TELEPHONE OUTLET [ABOVE COUNTER] AFF ABOVE FINISHED FLOOR E2.04 2ND FLOOR SOUTH - LIGHTING enRi'eer;ng+mmke-mawm DOUBLE DUPLEX RECEPTACLE [+ ] I SI RECESSED FLUORESCENT LIGHT FIXTURE AFG ABOVE FINISHED GRADE E2.05 2ND FLOOR - GARAGE SOUTH - LIGHTING • DOUBLE DUPLEX RECEPTACLE [ABOVE COUNTER] D COM80. TELE/DATA OUTLET [+ 18"] AFI ARC-FAULT CIRCUIT INTERRUPTER E2.06 2ND FLOOR - GARAGE NORTH - LIGHTING I` RECESSED EMERGENCY LIGHT FIXTURE AHJ AUTHORITY HAVING JURISDICTION E2.07 PAVILION - LIGHTING cp SINGLE RECEPTACLE [+ 18") RECESSED FLUORESCENT LIGHT FIXTURECOMBO. TELE/DATA OUTLET AIC EQUIPMENT SHORT CIRCUIT INTERRUPT RATING. ,'RC4"F [ABOVE COUNTER] AL ALUMINUM ....,,A.:� e / ijI DUPLEX RECEPTACLE IN CEIUNG RECESSED EMERGENCY LIGHT FIXTURE ATS AUTOMATIC LIGHTING CONTROL 8 FLUSH FLOOR BOX DATA OUTLET ATS AUTOMATIC TRANSFER SWITCH p11 4 9f DOUBLE DUPLEX RECEPTACLE IN CEILING I. •I PENDANT LIGHT FIXTURE AUX AUXILIARY -F,Ni V DATA OUTLET FOR WIRELESS NOOE AWG AMERICAN WIRE GAUGE IND, .' Av 2 PEDESTAL MOUNTED DUPLEX RECEPTACLE ^ PENDANT EMERGENCY LIGHT FIXTURE C CONDUIT 4 4,k.,Tee�,Zg4 • SPECIAL DATA OUTLET 1+ 18"] C9 CIRCUIT BREAKER yVN N.LOC'1' OO FLUSH FLOOR BOX DUPLEX RECEPTACLE 7•-,,, TRACK LIGHTING SYSTEM CKT CIRCUIT PEDESTAL MOUNTED DATA OUTLET CLG CEILING ® SPECIAL PURPOSE POWER RECEPTACLE [+ 1B1 --• '--4 STRIP LIGHT FIXTURE CT CURRENT TRANSFORMER I°""Ras 12-31-ia I • • CU COPPER ® ELECTRICAL EQUIPMENT CONNECTION ,--•—I EMERGENCY STRIP LIGHT FIXTURE DC DIRECT CURRENT ® POWER/DATA POLE RECESSED DOWNLIGHT I SIGNAL DEVICES .. DISC DIA DISCONNECT DIAMETER I ® MAGNETIC STARTER L„ DIV DIVISION . ' RECESSED EMERGENCY OOWNLIGHT O VOLUME CONTROL [+ 45•] DP DISTRIBUTION PANEL LIGHTING SCHEDULE ❑, SAFETY SWITCH WALL WASH FIXTUREDWG DRAWING '' -R -1 YYYY t x' x' % % 8 S Y Y 'C (" I" Y Y F IT( Y Y Y 8' T Y B AUDIO/VISUAL OUTLET [+ 18"] EF EXHAUST FAN 'A a FUSED SAFETY SWITCH ❑I 01 WALL MOUNTED LIGHT FIXTUREEMT ELECTRICAL METALLIC TUBING • VIDEO OUTLET [+ 38"] EMTL ENCLOSURE 'O• ELECTRICAL MOTOR CONNECTION piU I WALL MOUNTED EMERGENCY LIGHT FIXTURE © MICROPHONE OUTLET + 1B" FA FIRE ALARM - [ ] FAA FIRE ALARM ANNUNCIATOR • SINGLE-POINT ELECTRICAL CONNECTION . PENDANT MOUNTED LIGHT FIXTURE CLOCK [+96] FRO FURNISHED BY OTHERS El PUSH BUTTON CONTROL [+ 45"] PENDANT MOUNTED EMERGENCY LIGHT FIXTURE FC FOOT CANDLES ® TIME CLOGS (TIME SWITCH) FLA FULL LOAD AMPERES - FSD FIRE/SMOKE DAMPER - ti UP/DOWN/STOP PUSH BUTTON CONTROL [+ 45"] O SURFACE MOUNTED LIGHT FIXTURE ® CLOCK/SPEAKER WALL UNIT GEN GENERATOR SEE IGGUZINI LUMINARIE © TRANSFORMER GFI GROUND FAULT CIRCUIT INTERRUPTER LAYOUT & SCHEDULE O SURFACE MOUNTED EMERGENCY O SPEAKER-CEILING MOUNTED GND GROUND HP VA COMBINATION POWER/DATA/TELL LIGHT FIXTURE H SPEAKER-WALL MOUNTED [+84) HTR HEATER HORSEPOWER FLUSH FLOOR BOX LINEAR WALL MOUNTED LIGHT FIXTURE IG ISOLATED GROUND • O JUNCTION BOX OR THERMOSTAT [+45] KCMIL THOUSAND CIRCULAR MILS Owner: c LINEAR WALL MOUNTED EMERGENCY FIXTURE KW KILOWATTS O J-BOX - W/ EMERGENCY CIRCUIT 41. _THEATRICAL LIGHTING DUX CONTROL OUTLET KVA KILOVOLT-AMPERES T pp K1- FLOOD LIGHT FIXTURE LTG LIGHTING JLR s FLUSH AUTOMATIC DOOR ACTUATOR[+451pWCH11 POLE ARM MOUNT LIGHT FIXTURE a BUZZER LCX LIGHTING CONTROL PANEL MAX ❑R CONTROL RELAY E MBMAIN MBREAKER Y LIGHTED BOLLARD 1 MCA MINIMUM CIRCUIT AMPERES N EMERGENCY LIGHTED BOLLARD f FIRE ALARM DEVICES MOP MAIN DISTRIBUTION PANEL MFR MANUFACTURER NE ® POLE TOP MOUNT UGHT FIXTURELAIN MINIMUM FIRE ALARM HORN/STROBE [+ 88") MISC MISCELLANEOUS 4=1' BATTERY PACK EMERGENCY LIGHT FIXTURE © FIRE ALARM PULL STATION [+ 45" MLO MAIN LUGS ONLY ] MSP MAIN SERVICE PANEL 720 NE Grand Ave. LI REMOTE EMERGENCY BATTERY BALLASTs� MID MOUNTED ' . LRS INTERCOM HORN [+ 88•'] NEC NATIONAL ELECTRICAL CODE - Portland,Oregon 97201 O n STEP UGHTNEMA NATIONAL ELECTRICAL MFGR'S ASSOCIATION. DISTRIBUTION & EQUIPMENT ' CEILING MOUNTED EXIT SIGN Q FIRE ALARM STROBE [+ 88"] NL HIGHT LIGHT (SIGN FACE) RD HEAT DETECTOR NTS NOT TO SCALE DEC] OWNER FURNISHED, CONTRACTOR INSTALLED • — FLUSH ELECTRICAL PANEL [MAX 6'-6" TO TOP] @1 WALL MOUNTED EXIT SIGN [+ 18" ABOVE DOOR] 0 MAGNETIC DOOR HOLDER DWI OWNER FURNISHED, OWNER INSTALLED OS OCCUPANCY SENSOR Mai SURFACE ELECTRICAL PANEL [MAX 6'-6"TO TOP] v• COMBO EXIT SIGN/ II CONTROL MODULE PH, U PHASE - PANEL - EMERGENCY LIGHT [+ 18" ABOVE DOOR] ® ALARM NODULE SDP SUB DISTRIBUTION PANEL Project, FLUSH CONTROL PANEL [MAX 6'-6" TO TOP] $ SINGLE-POLE SWITCH [+ 45") SWBD SWITCHBOARD - Nev Building© DUCT SMOKE DETECTOR SWGR SWITCHGEAR o SURFACE CONTROL PANEL [MAX 6'-6"TO TOP] $= TWO-POLE SWITCH [+ 45"] TB TERMINAL BOARD © PHOTO ELECTRIC TYPE SMOKE DETECTOR TEL TELEPHONE I] U.C. VAULT $5 THREE-WAY SWITCH [+ 45"] TK INSTALL TOE KICK p IONIZATION TYPE SMOKE DETECTOR TYP TYPICAL - METER BASE A SOCKET 5A FOUR-WAY SWITCH [+ 45"] Cl FIRE/SMOKE DAMPER VPS UNINTERRUPTIBLE POWER SUPPLY V VOLTS $, SINGLE POLE-KEY SWITCH [+ 45"j VA VOLT-AMPERES ® FIRE DOOR RELEASE VFD VARIABLE FREQUENCY DRIVE $E SWEEP SWITCH (+ 45"] r YR VANDAL RESISTANT BEAM DETECTOR TRANSMITTERW WATT - 10125 SW Washington Sq Rd. St, SWEEP SWITCH - 3 WAY [i 45"] 3] BEAM DETECTOR RECEIVER W/ WITH 3,, LOW VOLTAGE SWITCH [+ 451 W/O WITHOUT Portland,Oregon O SPRINKLER FLOW SWITCH WPWG WIRE WEATHERPROOF I $M MOMENTARY LOW VOLTAGE SWITCH [+ 45") 0 SPRINKLER TAMPER SWITCH XFMR TRANSFORMER REFERENCE SYMBOLS & WIRING SID( KEYED MOMENTARY LOW VOLTAGE SWITCH [+ 45"] i) BELL a r , U, DIMMER SWITCH [+ 45"] 0 KNOX BOX <ONRUIT WITH ROUND CONDUCTOR $a OCCUPANCY SENSOR SWITCH [+ 451 NURSE CALL I 120V IONIZATION TYPE SMOKE DETECTOR Sheet Title: EUTRAL CONDUCTOR SP SINGLE-POLE SW. W/PILOT LIGHT [+ 45"] W/INTEGRAL HORN/STROBE HASE CONDUCTOR 1204 PHOTO ELECTRIC TYPE SMOKE -e- NURSE CALL CORRIDOR LIGHT CEILING MOUNTED `HOMERUN ARROW ® LIGHTING RELAY DETECTOR W/ INTEGRAL HORN/STROBE . NURSE CALL CORRIDOR LIGHT WALL MOUNTED ' ® OCCUPANCY SENSOR ONE WAY CEILING MOUNT 0' NURSE CALL ANNUNCIATOR PANEL C) PLAN NOTE MARKSECURITY DEVICES ® OCCUPANCY SENSOR TWO WAY CEILING MOUNT �' NURSE CALL EMERGENCY STATION {PULL CORD) c X <. OCCUPANCY SENSOR 360' CEILING MOUNT FloorSHEET REFERENCE MARL( IX BREAK GLASS DETECTOR 14 NURSE CALL PATIENT STATION (TWO-WAY COMM) ® OCCUPANCY SENSOR WALL MOUNT South MECHANICAL. EQUIPMENT NOTE MARK ❑+ OCCUPANCY SENSOR POWER PACK IX SECURITY MOTION SENSOR OQ+ NURSE CALL DUTY STATION ® PHOTOCELL I FOUR WAY SECURITY MOTION SENSOR 0' NURSE CALL MASTER STATION O SHOP EQUIPMENT NOTE MARK ® AUTO-TRANSFORMER DIMMER SECURITY CAMERA XX KITCHEN EQUIPMENT NOTE MARK BALLAST LOAD TRANSFER IN INFRARED DOOR ACCESS [ABOVE DOOR] 4 . ( XXXXX)FEEDER MARK ® EMERGENCY RELAY FR SECURITY KEYPAD [+ 45"] LI N E TY P E LEGEND ReYLsions: 164men a z m1N 3 i5Jwe 211E 4fl Jure 2,IR El LIGHTING CONTACTOR ® MAGNETIC DOOR SWITCH 15.1.(minim Acwss,m„R�I [+ Xx•'] STANDARD MOUNTING O HDUNLESS UNDER GROUND TVFR OTHERWISE NOTED ON DRAWINGSLI ELECTRIC STRIKE 3 sJuh 2018 & L21,42011 _ABOVE cWsCannwne oua'rcaro,v. F] PANIC DEVICE ELECTRIC LATCH HOLD OPEN Pk-EYE �� r.DC T0,,, SA EFcrl�rvlmSn W NEW EQUIPMENT(TYPICAL) Ili ALL TWO 500W, 2774, CENTRAL BATTERY INVERTERS FOR A un ® MAGNETIC DOOR LOCK c% On Cowl 1527 q EXISTING EQUIPMENT (TYPICAL) SHOWROOM AND MAINTENANCE DRIVE. SEALED LEAD CALCIUM BATTERY. 90 MINUTE. I SN>�.a,RRM•R ie ID�PI ® CENTRONIC DOOR CLOSER ISOLITE E3-50-LC-V2-W9 OR APPROVED ® CARD READER [+ 45"] ..--:":"3 '+` DEMOLISHED EQUIPMENT(TYPICAL) I= REQUEST TO EXIT DEVICE THESE DRAWINGS ARE THE PP,WERTT OF YM-OPEN DESIGN TROOP.P.0-,AHO ART HOT r,0 OE USED OR REPRODUCED IN ANT MJRHER.EXCEPT WITH THE PR:DR MRITTAN PERMISS101A OF HRORLH 0151W,cRouP.P Date: 17 August 2018 Drawn by: Checked by: WEM Job Number. 116139 Sheet For Construction Set - August 2018 E2.00 hq 1 MILDREN DESIGN GROUP,P.C. ARCHITECTURE • SPACE PLANNING 7650 SW.Beveland,Suite 120 Tigard,Oregon 97223-8692 Yoke 503-244-0552 ,�� . 12)T \/ Y \c? 9 O a 0\ 1 R Fate 5tf3 244-0417 1 1 I , .j f,St[i l:I d'ES ENP. . , .•. , f "N•INEER■ AL AND Ns m, -:i tl — . .,.,.,,� i• —,.....1 O CIWICAlusp. o ctmcu srstEu5 fMACADAM AVE. 200 PORTL I L1 1 1 �) i 1 L1 Ll 1♦ S ♦♦off = =PON PHONE: 5 REDO.1188 1 � 11 SUITEECON 97219 : I 4(77) l__ .D .D M(-7) I 13 M(;7) -D `11 L4- .p 1(77 H. . �...,..,..... l7 FAX: 503.89 .1190 r� I ^"' �: 1014 +J I i _-_Y` L2 I 0�1 � CONTAGT...HANK BUiLEEN �+ F engineering®mke-inc,com Irll � m � � m � Iw � � >• mwm J -�' Pill -'011111 -- I'hII �n rr I �( 19y� :�*OA .111 IIN 01 [,141 i I ►, i I �'41�,';k ar up �2 �2 ■■■L.1�� "r" �� r t �� + r C' rM�1(' 11'/I{�;ISI Ir/� I `h M.LO4��r ♦♦i:�� ■r I i I I I e�Res a-s,-re 1 r I lop D o D v �+ �i i D D [p IG I Oa OG `I L I" gm-- 1, /rim 01 Eli..Ili r,c 2 : , `��, 1 +r i t i rem ll 21A �i�,l 1L/ 1 A�, ai�. m1 '�e• Ii l�L tx QU -♦�pi ' EN Du1 ,, I l �1 U �•l .. , 7,__...._......,,Gir.„., ax ocx ocx ocx ocx:,�� 1ll, ..I1♦♦,0,- • [ I 1 19_ ■■■ ■■■ .■■■■■ !� •p D D •D ■■■G[■■ ~o I ♦:'► til •■ •�'g •�, i:' irmi I. �) I, r '4111' /e 1 , tit n ; 22 Owner. .,._ ♦��,�f ■■■■ ►- _mi. `i Q I' °C' �3 '�/�!�' _' T]= - 1� . } -' ) 1 JLR • . CNC ■G■■iCiik If '■■ ..,i: ,�. iplii On USX pGx paxx.,.„. ■■■ ■■■ ■■■ . .E. ., .:�-, ® act �•4410:_..01. IIDEMICiiIIII _ 1 • � ■■■ ■■■ ■■■ I III I I 01 . I I Nit LIMP— ' �� ' I 720 NE Grand Ave. fry F� T;—,P DU-11 r� F� �.r®-� =:. Portland,Oregon 97201 .� ■C_�■C C■ pc' L J 4_4 11- I i II Ie I II �L L J n 1 1 MENEM F'---1 -1:6 pi II DC' Et - E(''+ pc! r r l 9 I..=.o , , I J Pro`Ct: iE. X11' ii °` F__-- ■■■G■� 1 _ �, u. ..-J -�q-- L J I !glii I■■�■■ x x x x x x New Building L L a Ot' Clc au I L---J pc C■ �2 ■i\■■■■ .7 J11 - DC' DC I I pc �yC1 iii Tim low- • H I I� ■ � - ■C ■�� -•• - ' De CC' pc Glc+ pcpcl pct °c pc' cc_ �c == ...../..1(( __Ij .M.� 1 .. I DVI I II[•1==III •= I-C- . I i 11A �mIII rrr t-:4 Epx Du DCX DCX Dc pr(_I 2s 10125 SW Washington Sq Rd. ��• / 1. I�— — —-- MI — II. an — — M — — N - - '____._-. - LLQ. I Portland,Oregon / - . �: 1(36) CP CP pet' y(36) �] 1�i I 1 �' - DCI Cr / I .___I CP pct _ pC+ i) O 11 n��] #111111m.401I '01 'D1 •D1 l0 DB. ' ria •• -31 -D1 •D1 •DI ■ 11:, lit pcx pGx pcx pelt CDxi - 1 Al +%/; OB i- Sheet Title SEE IGCUZINI LUIINARIE 'chill ■ Q . I LAYOUT & SCHEDULE ]� IN IIII ♦ �x CP �'I'rX -- pG7l DEI I eri I � .�. ; . fl 1 Ni3 II DB ` �J �� • ��,•• I*°`! I�x .1 First Floor !! 1 South I LI M(29) M(29 4/A V•• M(20) II. - 1!�' �C,+ • , • JLt LLl Lt LI 0 4714! �� Ah MO o If n 26 441 . , I- - ! . .. .. - - - - - - - NI — r MO — — MI — — = I= ill T — = = 6I O In = r = = MI MI = =1 =I a I Revisions i. IlMr010 1 a May MI9 I I 1-rorbar O PI.,Mock Papaw a IaJ.,M,9 ` Jwl9 ,e MI9 .,,, ',FROnoMSSkOraae.1 S S.14 XIS 1 l2,1,4Ma EMSCenw,.,e OGM1`con,nm 7. IS July 919 6 i9AaIaL 919 • 000rmnPon For Cemructm 5e I 29 August Crum=9 iC On etre Svvnunl Pin Per Gems.Revision ( FIRST FLOOR PLAN SOUTH .1.111., 2.0 SCALE: 1/g'=t'-0” 0 4 B' 16' . iral THESE CR/AYRNOS ARE THE PROPER,OF WAREN DESEON CROUP,P.C.,AND NOT TO BE USED OR REPAOOUCSO In ANY MMNER,EXCEPT"ITR TME PRION 01111TTEI1 PEA P11551 ON OF MOLOREN DESIGN CAW.,P.C. Date 17 August 2018 Drawn by: Checked by: WEM Job Number. 116139 Sheet For Construction Set - August 2018 E2.0,1 2it...w. MILDREN DESIGN GROUP,P.C. - ARCHITECTURE • DACE PLANNING 7650 S.W.Beve land,Suite 120 Tigard,Oregon 97223-8692 Voice:503-244-0552 Fax:503-244-0417 YATCNLI iE - SEE 4849E203 --T 14ipra I:f l'' -- Y M1: II_� *,� 111 „....1-101,, ItI4/1 i . ' 101 ■1' -1,10*, .111 ...,I►\ ❑ UFCHIWYJf1 AK FIFCTXCAI STSIFI45 O8 �' Y III - - - - - - M Y ■1 .,t - - -I---- - - —'-I'— ---- - B 6915 SW SUITE 2UGM AVE. F� ■1 ` • PORTLAND. OREGON 97219 /. '",.., ■ PHONE', 503.892.1188 I�I I ^ �} ■ CIG 1:16 --I O ° fi,,,,,i . / CONTACT.FAX: 5HANK2.1190 N . I 1 101 r I:a YS Yil `Ybfw engineeringemke-inc.com i� .. �..,,_ ■i 11 II 1 III II .1 1 1 IP �"� / 1 N v�� i N.1 MI —%L I I i, _ YI ME 14 ■ 11 1- n ..v I 1' I .111 � / •t •L kre�f` 71 .s„ 4t111 A,I dgifFit o 0 -.. 01 ■�III I I ► ! I I_ �r 2.,�?�p � 1 lei- IMIIIL N.I '� 1;11. I O► 41 / +4 LI.LpCy' I j N \•i ■11 • ■■ ' 0 EZR,REs a-ai-fa ill in A '1 INI* ElK . a ■i 'p y TRAINING N VljI/ I w j N.I.____ uo I 1 ,/ ■� I b Y I Y �I IUE I I I 1 Il_. I I I i I _ILF 17 171 - ■ I I " 11I` i I N •N' 4 KIR IR I pK i/ 1a V Y I 1 - - - Y ■ - —I___ - - - - to E — ' I AIi Owner: 1 JLR • Fil I I N .' Y SME AYE ` ME � � P11 Ati.L +_ 720 NE Grand Ave. -� SEE IGGUZINI WYINARIE •1 i1 H 'Il' - LAYOUT & SCHEDULE Portland,Oregon 97201 7 11 71 _ _ :. -.Y - ' _ _ _ _ _ _•_f - -�.�_ =-_ - I- �, I .° , qrt 1•' e . g�;1, • f- I 1 inEla I`` Project: „Q . : ■111■■■■■ice 10.. �1 �-.� ma I1: -"_. ■ ■ [ ■C3■F ' . �, New Building ,,,nn�cn�1 • r� M11111•11110111111111116. . .. .. .. ■■■■■■aM#■11■■r *� 111■■■ ° . I IilLPJ ----� l.•.� _ �•;. 111■■■■■ _ ,l I I I I' 1■■■■■■■■1,�1 I$ i• • , 10125 SW Washington Sq Rd. • -_ • • IN��"��'� Portland,Oregon i E-'-'1E I l •�I t� A. 4rAMO•-_ 7 - - ; a C I 1 10 t'III MOW ., r I WENWASH : -- - ■ 1 41839 BF N. 4., Sheet Title: LIE ..iViir�V.i.�L, I 111 tit" C Y �.1■■= .I I l3 I I First Floor WASH , *411P South 42&30 I �-:..S,7 v`' Lighting L___L___ F ,n f_ TM� F. 1 to III Y III r- - F I • • ` Revisions: YE c 1 a It Jwwane A LI aure2ED WASH TVPRCartnmu CWS YRmJLI X136. , _ amWASH 0 9raZUR 0 z mr�fR 493.9480 i I' I eem,ee a „��Se T. EJury2IIA B D1 August Zit! ., A xA 0.4.01210 10. U,Cavy :wununfPW Peview C*CI EermorA All Y , 15 - - N / 1 MAINTENANCE SOUTH - LIGHTING 2.0 SCALE: 1/8"=1'-0" O 4' 8' 16' girI 1405E 0000/000 000 TRF PROPER10 OF PILORET DES1n. GROW.R.C..AND ARE NOr TO 00 USED OR 00000000x.0 IN 011 MANNER,Ex.,DPT will,TIP PERICSSICH CF 1.1110RLN 0041IX GROOP,00 Date: 17 August 2018 Drawn by: Checked by; WEM Job Number: 116139 Sheet For Construction Set - August 2018 E2.02 hq MII.DREN DESIGN GROUP,P.C. ARCHITECTURE • SPACE(PIAPAENG 7650 S.W.Beveland,Suite 120 Tigard,Oregon 97223-8692 Voice:503-244-0552 0 G D 0 Fax:503-244-0417 i) 0 I I 0 � •••• ........1-t®r.._....:. 'COMPRESSOR �................- _. .__. .__ f�'J • EC NTCAL Zilora •••• IT' I i53 I I • L I'} LL DIRTY 1--.✓i Ifflgi I I-8-11I I R. yR. t 1 I A;•.,.. �.............. M.-....._,.. ...r. - r,............,�•11 i I I 6915 SW MACADAM AVE. �Vr I200 POFt71.ANDUITE OREGON 97219 * Uq i - I PHONE: 503.892.1 168 r , �` / ` FAX: 503.892.1190 C • 1 1 I I E I engineer n9QTnk -fnc om III Cii \1�1 ! I#p — -. n M _ ` 1 .,,N - 41 - t _ M N ..----- -- 1... _ baa.11.i.11.■sxs,..,rs..-------=_ .ac.�t _- _ �ij �ME 0 1r1� Y II, 1 N N € f I 1winova-3+-1e M II - -- I M ` - - Lt - - 14 \ \ E II+ o Ij, it 1144\ t" I .- d h. N N M M I ME I II l\i. I.y '1-h il' 1 PARTS N \ .' I \', I $T0RI GE ! 1151 f q Owner. --- TIt— / i sr c' JLR _N ` �, TO BE DETERMINED. UTILIZE LED M { M LINEAR LUMINAIRES. C . \ ME Ii / I, ! I 111� 720 NE Grand Ave. OM)" I Portland,Oregon 97201 Il: i N \•/ I I tf 5 *-- � ISI i1�I � I1 I ! Project: lir ISI` , _. I-1 •� -• New Building IIS .� '. M 152 ril *414, c MB ME //' // \ �� '�� \ , , •y ' I ..— ill, I, !' l/ir N N.*,• ,l \ ; 10125 SW Washington Rd. N• � \ r �: ♦` g Sq 14 M a ,�` 0 / r Portland,Oregon �o /—4 "....•.,..,„ _Xe, 1�1, I •i r +1 `, \1 �i/ \� LE ® .r CGREL N \•i' r■ ` �'ME 1, Ti M ,�� I' z W 'rp % Sheet Title: - - - I ME F x^.x `.xxxxxx- �.Sr�J��r ,P TS- , "•.- 222 1 ,ice■ II �I I ' E7 'II rMll , SPECIAL I pc ' ■■ First Floor t,IN \W: ■■ ll� ./ M , k: DCV ' � - North -i : ' S1!L Lighting wirpo Revisions: �.�� t 1. nwrale z arrrwle N \.i.% ••� % i■�.,�,,•W'.�ii,'i ••1,. 1 rvwP a rar,rnr<x a,Rae. M M N Fc _ `E^ �4� �;�✓�'' •.,.� or 1 ISJwx e)18 4 le hrcall6 1 �\ LE i Die �7 �_•4 •f� rnrcm..�. Ewss.e,�� I i+J 0 0146 CIC �cE = '24 TWnIWwaG, raYt m n B. NAR.2318 O O.rely S,.A.rtA,Plan in., Omer,:Holsgre= ' l � 0 Jr E■ ' Er■.n N - _ crIAL yu 1H . l MAICHLINE - SEE 4849E2.02 N MAINTENANCE NORTH — LIGHTING II I\ SCALE: 1/B"=1'-O' Mr 0 4' 6' 16' INESE ORAR91405 ARE TUE PROPERTY OE 41LENEN DESIP,MC,.11.0.AHO ARE N OT i9 BE OYD 00 REPRPR 0:0 Pi 0NER,EROEP1 R88114 THE PIM* RITTE A88114NN PERYIssati OF WOW.0E001 PUPA.P.C. Date 17 August 2018 Drawn by: Checked by: WEM Job Number. 116139 Sheet For Construction Set - August 2018 E2.03 . hq MILDREN DESIGN GROUP,P.C. ARCHITECTURE . SPACE R.ANNQJG 7650 S.W.Beveland,Suite 120 Tigard,Oregon 97223-8692 Voice 503-244-0552 Fax 503-244-0417 y r ,, MRt H 1ti'i II' N:. Cn Ne YLTIN &L-9lICAL AN9 ELEC78GtL SYSTEMS CT) \ K L 0O 0 0 0 6915 5W MACADAM AVE. 7 SUITE 200 PORTLAND. OREGON 97219 PHONE'. 503.892,1188 VAX: 503.892.1190 11111 H 111111 U 1111111 f l l l l l l l g i l l l l l{I I I I I I I I I I I I I I,-7_ �IIIHIIIHHIIIIIIIIIIII I IS 1 lCONTACT...HANK SARLEEN � engineeringOmke-inc-c°m I J I ■_.._ 1 II 1 1'11 hi.t.00' \\,, ,,\--\\\,\, o 1 mitt 1]..9-OR -1 n 1 1 I 1 1 Owner. J A �� JLR E , L_ r-- 720 NE Grand Ave. Portland,Oregon 97201 7 F__ ,..,... Pr4lecr INN 1M Ifa _,_ iii)t i i fa — — = — — — .,+ w T 1 -r New Building I � II T 1 i I I I 11E11I':1E11.IC ■■CI■1 11 0l I aim] 1 Ipmi; R Ir I _ ,�i { a Him SEE IGGUZHNI UUMIIBARIE I L I- I II ;I I I I CI i I I I■■■� Il '1■�1.��I11 I. LAYOUT dr SCHEDULE 1 p p D p f II ■■ • 1 1 Q I 1 ._.... .I; I■ii■■1i■I1■ilmilini 4oI Vi 191 11ii#■amil I`1 ` : 1 1 IL 1l#s,■■11 4 I I I 1�1 ! I I Ir 10125 SW Washington Sq Rd. I IIItMr: ��■■C]■■� I I Ia I 1 is I FM Portland,Oregon I II�� I c i 1 1 "1 11 " ��I JIIpp ■■■■■- I'1 4 I I I I11 I I I 1i I E_■I:1L_A - w ■It l I 1 1 1 I I I [ r I I 1 I I I I '■■ 1 I 1 J 1 1 ' 1' F-' – - % - 1 lirTi 1 1 1 1 1 1 l 0 4 I I I I 1U ° I pal f IRI f IR l h �--� I _ I �-"-"L 1 I 1------1 I I I m■ ' ilIII MII I I i l l I M. o f .1 1 1 MCI D I I I J L Sheet Tule luIII 1 1 1 1 1 1 I I I I I I 4 I 11:1II \, Iliiiil■ =ft a■■ 1 i �I 1 I �€ i cI i �"i fi o. ®1 ;I 1.1.1.1. =romp ■ p c n 0 I AI I o AI kig19 t-- 0■■Ca■ ..: r �� ■ it,N111in1�i ` 1 '11 E 11111■■■■1111 ■■■■■ _ ■■■■ r,, r Second Floor [-I-L, J 1 1 ■G■■C]■■CI■1.E11 p ■L-7■■! c111.171.1 1 mil. 1 c'_ ._-_ I fief i, 1 m 5E _ Seth I 10 R1 1 D I I i 1 1 1 1 F 1 ,1 1 1 1 1■■■■Ik I,`. I■1111. ° 1 €01 1 D 1 1 1° a o •1 0 . 0 Immo. ' o I I■■A■u 1■■11 C C C_■‘arJiiliZENiii 11.1■■ _=____, c lomuilI■Cl� ■■■ 1 8�7■sI■■■ Revisions: 1111.■__■111.111■ izisn•.�ummin ■L•7■;<.�DION01■1#C]i IE!■■EMMEN _1-- ° v "9%�►3,er'S ° 1 MA 2016 z TM.r A16 e f i I 1 _ a 1 I 1 II 1 ..... P6 TvwoR2115 P.LE,.2515 9 15Jwe Are A 19dRx AIB ' 'Y' \--..- I I \ ---y TVFRComm¢ fe'49uhrulW — — — — — f� -. — — — — — — — S RJWY SIS 0. I]Juh AI! C.'SChrV,UO 000TCm.rm. T 1NJRIY21S RE IS.Aug.9,16 SECOND FLOOR PLAN SOUTH �T F4 �. e 21 Ava.15011 IO En Cno� 2.O SCALE: i/8"=1'_01 Is.../.A.AI.,R..x a.�.IR-,va. 0 x� r x' IMIWMI 1.-ESE GRAWINOS ARE THE PR°PER11 CF EOREN 05900 CRuua,PC.ANC ARE NO7 TO BE uO sFOR REPRO0I T IxMr MANNER.fn.,NMI THE PRIOR WI,. PERMISMON OF MLLDREM DESIGN MC,.P.C. Date 17 August 2018 Drawn by: Checked by: WE'M Job Number 116139 Sheet For Construction Set - August 2018 E2.04 7'1 "-- MILDREN DESIGN GROUP,P.C. ARCH:EMCEEAg • SPACE PLANNING 7656 S.W.Beveland,Suite 120 Tigard Oregon 97223-8692 Voice:503-244-0552 A (� p _ E -11) - Fax:503 244-0417 MATCKLIVE-SEE 4849E203 2 12.1 F. c.g 4ECFW#iOL 112 r1ECT9L L SYSTMS M Y / 6915 SW AUCAOAM AVE. 00 0M I I SUITE GO o PORTLAND, OREGON 97219 PHONE: 503.892.1188I I FAX: 503.892.1 190 ,,,,, ,,,I' / CONTACT...HANK BAR-inc corn,,, engineeringemke-inc.corn \ I I Y / ME ar yi!/1 I / I le M,tAC� Ill Y I / 1 WORM 12-3:-Is I O —::::::::: LI IL / - -- �, -- — ISI - - - - - m I 3 0 ___ '[., ©o 1M IME EY / -... ...........„... i / ` ` Owner: JLR Y 7 .1/ / V, ----,,,,,,... ik,..,. -------.......„.... ----",........... I I \ - 720 NE Grand Ave. /.J a I / --...- ` ` �, Portland,Oregon 97201 ! / / o„ ,,, r � __T_, \ I I I ION lXt �. ,�k. --- , 1a . - ��gi; 1/I r= j ` Protect: [=I III Ili ME ! ll „,. i , ` New Building 1Wr 1 1. , / / ��.._..c...cbc c...._...-c_a_c.4%,._.-a..:J,�H - -hi — - / / ,...,_\ M , / / 1 1 ----' / --....._. M - / / 10125 SW Washington Sq Rd. Q M Portland,Oregon I M � / 1: 1 - - - II /// - / M -.1 I 4. ! Sheet Title: I LI' \ \ �. ' IME &A W `1' - - I � 1 / / Second Floor Y , k y North- L. �� Lighting / 4011,4111111111111 ' . Revisions: y: ! `Tv 11 rytmmmb fin Oerk2116 Wm* / \ e 15art 2115 l 15JM, I5 TWIGmm. CMSA8m5W e Banti 1e G 12J JS MI5 T. al.lwanWIb GOVrommen / \4111"./ T. 1eJ,ur pole a 15 Alas tole 000-E Cannata LacammimSet N BETA*Pin II* 01-Oa... / / `, 1 SECOND FLOOR SOUTH - LIGHTING al / ini Rmincre/ 2.1) SCALE: 1/8'=1'-Cr 001.416'6' / / -..- 4,4.. a / / 74.4,'t 0 ,NES[ORPMSNCS ARE,HE PROP2P,Y CC ,IILERER DESMT GROW,P.C.MO ME o,10 SE u5E0/W UEPRDOUCEH IM THY SMIRER.EHOEPT WITH THE PRICH SHITTOI PERMISSIpY 0 LILDREM 0E5101 MPA.P.0 Date 17 August 2418 Drawn by: Checked by: WEM l Job Number: 116139 Sheet For Construction Set - August 2018 [2.05 hq • MILDREN DESIGN GROUP,P.C. ARC L-in'0CTURE • SPADE PLANNING 7650 S.W.Beveland,Suite 120 Tigard,Oregon 97223-6692 Voice:503-244-0552 a O O o p F Fax:503-244-0417 V I NINE 0 ASSDCIATES INC �r DON 4.14.1.114. INR4MEERS r I I E yF CHMNrAl AND r cralrAl SrSIF16 J6915 SW MACADAM AVE.� 0 11 SUITE 200 Y Y p PORTLAND. ORE ON 97219 Y PHONE' 503-892.1188 FA%, 503-892-1190 CONGCT...HANK BAHLEEN eng i D e e r in g O m ke—i nc.c o m N R0re __ -- -- -- — FII — I I — - — F+ — '--- L, - - -----_ _ _] , _ .. _ O O�LP�1 a 'ui iipti3i„Imp e-H N.LOO' I I EXPIRES 12-31-:N I ----- - - — — I I — -- — 1 t - -' Hf• — o — W - - — I 1 -C"+I— — M OI M f I I I — — H — — — M — — hi- — — I+ — 1 I —i"Y'-- — ` 0 ME I Owner. JLR Om DY I DY I iI 720 NE Grand Ave. s I I Portland,Oregon 97201 I I - - F+ �nI f_ - I'I - - t. .ki - I I - - Y - - —I ME UI! x:� VI Project: New Building ,fri 411417 0 M D Y 14 h�6 / • �. /'r- / >v I //f ) 10125 SW Washington Sq Rd. '. —— — I 1 — — --__—= — — - —ME- x�i - // / O Portland,Oregon �� / IYE DM 1 Sheet Title: DYI / // - - _ _ I 111 - _I 7 Second Floor DY IIIIII LE it North - /1 Lighting Y Revisions: / I. 11 May 23.111 2 2f A4Y 2016T'/'ADCam4nR PW mart Rq,aae e 15J4nr A19 4 IS Am 3118 TL'FR CRrvamn CRSS..99.9 5 SCcr en 6. IZJury Ale / TJ O CwSA(Smm; WOECamrvo 8m A38 ODER C44rrmb Ea CR.Yvtan Sat �I DY �ME / 9 Nw99NA1e It UI Fano D Stn.,.PI.1 R••r. e....]NP�PR Y I YATCHLINE — SEE 4849E201a N 1 SECOND FLOOR NORTH -- LIGHTING ilk 2.0. SCALE: 1/8"=1'-0" 0 4' 8' 16' II :REM ORP.WIRLI ARE OR PROPER,Of M]LARCN OESIPD MOW.P.C.,NC ARE yOr TO DE OSED DR NEPRODM(£D IN MT EANPIER,EICCEPT WO 1111 PRIOR RRIt.EN K199940.1 CC NIIDNEN DENOR CROUP,RC_ Date 17 August 2018 Drawn by: Checked by: WEM Job Number: 116139 Sheet For Construction Set - August 2018 E2.06 MILDREN DE51GN GROUP,P.C. Alt!]RrEC[UAH • SPAC PLANNING • . . 7650 S.W.Beveland,Suite 120 Tigard,Oregon 97223-8692 hq....., VOICG 503-244-0552 c[' O Fax 503 249-0417 M1'R1: 1i HSSnl:ITIES Ikc 6Tr 5 t1FCIO N'Jd AN.']FL FETRICAI xcH TFY$ SEE IGSI LUMISCHEDULE I 6915 SW MACADAM AVE. LAYOUT & SCHEDULE SUITE 200 PORTLAND. OREGON 97219 � owim = mim mimmiimmmim = mim = mim = mmii PHONE. 503-892.1188 1190 ��Z* i hfI .. _ _ ._ __.. _ .• _JX- —_-_.____v____._, �� CONTACTSHANKZBeRLEEN u - -----1---- :,:- _ ..— r ' r• P!/a . en4ineeringOmke-9nc.com 1 E 1 .1 1 1 .1_.�.___ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 n 1 I "-- ' 1aoII if ii jt —j : •,,„.._ —..- zt :1pl.� C g O fp N.LO�� C II Mi �s11LI— Iriz 111 II I V I II I 1 111 III 'I '1 1 ; 1., 1 I I I 4 __ — �REs U —*a in MIA1I= = MO =I Ow MI MN M M _ I= — MI I=1 — wA — I= t — .11 PAVILLION FLOOR PLAN — LIGHTING 2,07 SCALE: 1/8' 1'-0` 0 4' 8' 16' iiiinil Owner. JLR 720 NE Grand Ave. Portland,Oregon 97201 Project: New Building 10125 SW Washington Sq Rd. Portland,Oregon Shed Title Pavillion Floor Plan - Lighting Revisions: I. 1:244,20:! 2 z wr 201e T'WD em PA.O,.Rapa.e 3 iS J..2215 4 Id Ane ale lVFR Comm* CWSAkn al s .2Wy2112 12 1,42412 CWSComend POW Carnal, 7. ii!Jury2118 x Wh,q,n 3,14 000'T Caaar,d Foram Se. 9. 24 AL,ee 2112 IN On Ce.. Swttuy1 kw R.•., O .Rev.. 1x222 DRAMWOS ARE THE PROPER!,Or WILOREN DESICJ2 CROUP.P.C.MID ARE HOT TO et U22O CO 1TEPRaoaczo 12 R.[EaaPT M WITH CN PExu155143 Cr MILLIREM DESIGN CROUP.R.0 Date: 17 August 2018 Drawn by: Checked by: WEM Job Number: 116139 Sheet For Construction Set - August 2018 E2.07