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Plans (30) U P2016 - 0002 ,: DURHAM O & M BUILDING REMODEL PHASE 1B . PERMIT REVISION SET PROJECT TEAM Clean Water Services Project # 6687 GENERAL NOTES OWNER ARCHITECTURAL STRUCTURAL 1. VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS ON SITE. NOTIFY OWNER'S REPRESENTATIVE OF ANY CLEAN WATER SERVICES MWA ARCHITECTS ABHT STRUCTURAL DISCREPANCIES BEFORE START OF WORK. DURHAM AWWTP 70 NW COUCH STREET, SUITE 401 ENGINEERS 2. ALL WORK TO COMPLY WITH THE STATE OF OREGON STRUCTURAL SPECIALTY CODE. , AND WITH ALL OTHER 16060 SW 85TH AVENUE PORTLAND, OR 97209 1640 NW JOHNSON ST TIGARD, OR 97224 PH: 503.973.5151 PORTLAND, OR 97209 3. APPLICABLE MUNICIPAL, COUNTY, STATE AND FEDERAL CODES AND REGULATIONSLTDO NOT SCALE THE DRAWINGS. PLAN DIMENSIONS TO NEW AND EXISTING PARTITIONS ARE TO FACE OF FINISH, PH: 503.547.8150 FAX: 503.973.5060 PH: 503.243.6682 UNLESS NOTED OTHERWISE. AT LOCATIONS WHERE NEW WALLS ALIGN AND ADJOIN WITH EXISTING WALLS CONTACT: TIM RONDEAU CONTACT: JEAN VON BARGEN ROOT, FAX: 503.243.6622 MEET AND MATCH EXISTING SURFACE. PROJECT MANAGER 4. COONDA "TYPICAL" Y IN LSS, Y T OTHERWISENDITINS. AT YDPICALETAILS DETAILSMRKED NOT REFERENCEDSHALL ONAPPLDRAWINGSAL APPCALYEUNLESSUNLESS NS OTHERWISE BYINDICAED SHEET INDEX SCOPE OF WORK S ANWENO SDTO , L IDENTICALSPECIFIC ORNOTESIMILARD TODETAILS.THAT INDICATEDHRE SF OP THE TYPICAEAILt.!S CONSTRUCTION HNCONSTRUCTION ON THE PC L BE GENERAL FINALIZED BRIDGE CRANE FOOTING 5. CONTRACTOR O , P , ., LOCATIONS FOR SHOP REMODEL (FLOORSTHE , WALLS, CEILINGSISRESP, A/C PAVEMENTFOR , CONCRETEPATCHINGRE, LANDSCAPING)AIRINGETCOF DAMAGED ANY OREXISTING MODIFIEDFINISHED FORAREAS THE G001 COVER SHEET/PROJECT INDEX/ WITHIN SHOP (AREA B). INSTALLATION OF NEW SYSTEMS OR THE ABANDONMENT OF EXISTING SYSTEMS. CONTRACTOR TO SITE PLAN COORDINATE ANY REQUIRED WORK IN THE ADJACENT AREAS. 6. PROVIDE SHORING, BRACING, SUPPORT AND PROTECTION AS REQUIRED TO MAINTAIN STRUCTURAL INTEGRITY G002 CODE DATA OF THE PROJECT AND TO PROTECT EXISTING CONSTRUCTION TO REMAIN. 7. ALL ABANDONED UTILITIES TO HAVE CONDUIT OR PIPING REMOVED AND CAPPED OFF AT THE EXTENT OF THE STRUCTURAL PROJECT ORAS REQUIRED FOR THE CONTINUED OPERATION OF THE REMAINING SYSTEM. S201 FOUNDATION PLAN 8. CONTRACTOR TO COORDINATE WITH THE OWNER AND BUILDING TENANTS ANY INTERRUPTION OF ELECTRICAL, S501 CONCRETE SECTIONS MECHANICAL, PLUMBING OR FERE PROTECTION SERVICES. ANY INTERRUPTION TO THE SERVICES ARE TO BE SCHEDULED IN ADVANCE AND THE DURATION OF THE INTERRUPTION HELD TO THE ABSOLUTE MINIMUM. • ~—— ---- 9. THE CONTRACTOR SHALL VERIFY ALL FIGURES, DIMENSIONS, MATERIALS, ETC., ON THE DRAWINGS WITH ALL •, OTHER DRAWINGS AND WITH THE VARIOUS MANUFACTURER'S INSTALLATION REQUIREMENTS BEFORE . v j COMMENCING ANY OF THE WORK HEREIN SHOWN. I � . i - i 10. ANY WORK DEVIATING FROM THE DRAWINGS WILL BE REJECTED UNLESS THE CHANGE IS AUTHORIZED IN RECEIVED { WRITING. may, 8 t lir. ' '4.-1..' ! y f,4q Y/ JUN20t7 ,I CITY OF TIGARD BUILDING DIVISIONC 1 4 irtr.-P,•'' VICINITY MAP .__ j ill f ASIN NO [ r� f PRIMA RV STATION ...1 . I Y I � to C.7 • : HEM I; ECONDA" Holiday Inn tion -04 �sja i R }� __�, r D f ti OFI• BLD . lE a CLARIFIE" POLE BLDG. ' ilt 77 >�— in �, • • �'�'#?�'lYl!�g{3 sa, � • -/ 1� .3' � •\ t '� � 1L hCRATIQN° O e r�� �`. : E 1 BASIN NC S • r S Ca�,rlj , SW[7t rfia€xa'ltd. a ; . �� �: ...., . R ECONDA-W, {� ./.DW'K ! ' MAR ► ( t y,} t IS- E �' ..: 7 r Si�1Jl/`lL .'Y7V ..... '=.,1St- �ti..,1,.(�I�r.D � -. � BLDe* 'i, t •RIPER 0' � CLAR/FIE` �y p ,y w,,� T s� rtl Ilig4 , ?l ` �► '�� e S#Rs1� Oregon StrtaClt; I :. sc'a ty COCac3 d 4` .� SURGE r y - 0 p 1_ \ BASIN Naf� Cos erfl'e and Reinforcing Steel �. � ` � NO 3 IJ. Yt p \ , `� ,`mow g. " � 1,`4, • 1 , �. . • i . SITE W C ,. - ' ' ''-'' '..::1:.1'.:::,----:--;' L''''''''''' l:'-;,:- --.. '','";:2.,:'".,.:.:- ---:'• - --.';'5:.4,11-:,* �_ 1, ,,4\ .�' fl; .� alts Inotalled in Concrete L ��` 9 ', �_ % Q- i "•s z ial Moment-Res:stin Concrete Frame U w3 �� ,� �P O L4 o F :'' ',,/,,,t ❑ spec a s a r /S ? r J - Ct� �, �'�fj j pr , 1 ,k ' "kg-n� i%• ,:. (4.0. r ,i, l ❑ Rainlorcing Steal&Prestressing St8e1 Tanclons ..-n c p } ��;,� .a., 9�p/ / 0 Structural Welding CO \i I i i , �1�F;�i �� L-_,_-,4:-.'..,--- ., Q, ':: ; '! l <. FILTER I �; _ • • t 4). . / O q �, , J; SITE DATA PROJECT DATA DEFERRED SUBMITTALS ACCESSIBILITY SUMMARY SITE DESCRIPTION: DURHAM ADVANCED WASTEWATER TREATMENT PROJECT SHOP AND OFFICE AREA TENANT IMPROVEMENT FIRE SPRINKLER SYSTEM THE EXISTING RESTROOM IS BEING ENLARGED AND UPGRADED TO COMPLY FACILITY OPERATIONS AND MAINTENANCE (O&M) DESCRIPTION: BRIDGE CRANE AND SUPPORTING STRUCTURAL FRAME WITH CLEAR FLOOR SPACE REQUIREMENTS, FIXTURE HEIGHTS AND PARTIAL SHELL AND CORE IMPROVEMENTS IN SHOP, ALUMINUM STOREFRONT SYSTEM ACCESSORY REACH RANGES. A NEW 3'-0" DOOR TO THE REST ROOM IS BEING LIMITED EXTERIOR WORK (SECTIONAL DOOR INFILL). BUILDING CODES: 2014 OREGON STRUCTURAL SPECIALTY CODE (OSSC) FIRE ALARM SYSTEM INSTALLED TO PROVIDE REQUIRED CLEAR WIDTH. THE EXISTING PATH OF CHAPTER 34 EXISTING STRUCTURES TRAVEL FROM THE AREA OF PRIMARY FUNCTION TO ACCESSIBLE RESTROOMS SITE LOCATION: 16060 SW 85TH AVENUE ENERGY CODE REQUIREMENTS IS COMPLIANT. THE FLOORS IN THE SHOP ARE TO BE LEVELED. IN ADDITION, - TIGARD, OR 97224 CONSTRUCTION IIIA WITH HEAVY TIMBER ROOF ALL NEW AND EXISTING DOORS IN AREA OF ALTERATION ARE TO RECEIVE NEW TYPE (CHAPTER 6): OREGON ENERGY EFFICIENCY CODE 2014, 101.4.2 COMPLIANT LEVER HARDWARE, AUDIBLE NISUAL ALARMS AS REQUIRED BY SITE AREA: TENANT IMPROVEMENT AREA 6100 S.F. REMOVAL OF OVERHEAD SECTIONAL DOORS. INFILL WITH R-21 PER TABLE CODE ARE TO BE INSTALLED. 502.1.1. ZONING DATA (TIGARD MUNICIPAL CODE) OCCUPANCY: MIXED OCCUPANCY (B) BUSINESS/ (F-1) FACTORY 25% PROJECT EVALUATION ($600,000) _ $150,000 FULLY FIRE PROTECTED PER NFPA 13 BUILDING - ALLOWABLE AREA ZONE: CHAPTER 18.650 DURHAM ADVANCED WASTEWATER ACCESSIBLE UPGRADE COSTS= $150,000 TREATMENT FACILITY PLAN DISTRICT (B) BUSINESS BASE ALLOWABLE FLOOR AREA EXISTING BUILDING -DEMOLITION AND BARRIER REMOVAL-4100,000 SF LOAD OCC REQ'D/ PROVIDED EXIT (PER TABLE 503) ALLOWABLE 19,000 PER TABLE -ACCESSIBLE RESTROOM UPGRADE=$25,000 SUBDISTRICT: OPERATIONS SUBDISTRICT FACTOR LOAD EXIT DISTANCE 503 -DOOR HARDWARE UPGRADES=$25,000 OFFICE (100) 766 SF 100 8 <49 = 1/1 300' PER 506.2 (19000 X .52) = 9,880 USE TYPE - PERMITTED 19,000 + 9,880 = 28,880 SF EXISTING OFFICE: (ALLOWABLE (F-1) FACTORY BUILDING AREA) DEVELOPMENT OFFICE TENANT IMPROVEMENT SF LOAD OCC REQ'D/ EXITS EXIT 28,880 SF > ACTUAL 26,000 SF STANDARDS: FACTOR LOAD PROVIDED EXIT DISTANCE SHOP (101) 4,758 SF 100 48 < 49 = 1/1 250' BASE ALLOWABLE HEIGHT EXISTING 1 STORY BUILDING BUILDING FIRE DETECTION AND SUPPRESSION HALLWAY (102) 180 SF - N/A < 49 = 1/2 250' (PER TABLE 503) 3 STORIES, 55 FEET AUTOMATIC SPRINKLER SYSTEM PER NFPA 13 RESTROOM (103) 115 SF - N/A < 49 = 1/1 250' PARKING SUMMARY TOOL ROOM (104) 194 SF 100 2 < 49 = 1/1 250' PORTABLE FIRE EXTINGUISHER: TOTAL OF ONE WITHIN 30 FEET OF WHERE HOT COMPRESSOR 83 SF 100 1 < 49 = 1/1 250' NO CHANGES TO EXISTING PARKING WORK PERFORMED (IFC 3504.2.6) REST OF SHOP MUST BE WITHIN 50 FEET OF 20-B ROOM (106) EXTINGUISHER / 4 .�wIMIP ►s�� .tL // L14i PROPOSED BRIDGE CRANE AND FOOTINGS I _ __- LEGEND r , Mr" � � - — — _ _ _ I 1--.7_- - _ _-_-� C _ - - -_ • - -idi142`-6" ito s I I ® 1 1 48 a� POINT OF EXIT W/ OCCUPANT LOAD i I I I Mil II i I I I I I I = 0 (E) EXIT SIGN a, II OFFICE I I SHOP I I 100 MARKED EXItWAY 101 r 5'-3"■ - - - ■ EXIT PATH AND DISTANCE. EGRESS a L_ _ _ J ( L _ _ _I -�` o ,, r (B) BUSINESS FE i PER OSHA 1 26.34 ♦ \ � "�i4 • LIGHTING PROVIDED ACROSS ENTIRE o r F (F-1) FACTORY4,,,,,, ,,-,,,,,.. , EGRESS PATH. M!N 1 FOOT CANDLE AS C� r .. 766 SF i •f L _ - - J 4,758 SF ''�� - -� TMEASURED AT FLOOR LEVEL - - - I I 'f a.•\ �., "f^.. 1 r � F� `' f(r. f \ S.f f a\ �-J: ��'�"r, \ r f r Y a- \ iS4. ,1 ► NII ♦0* 41P � % � �► AREA OF NO WORK o ■ Inr■ - - - - - i. - NMI■ w - EaE - - - - - - - 4 - - - - - - - IIMIMI - - - - - IMI l - - - - - - - - - - - - - - - NMMOBNINrIr ■I - - - - - - - - - - rrrir■ - -■ ,. 08 FE FIRE EXTINGUISHER 2 u D _ E LJ ADA DOOR CLEARANCE SPACE \\:--- Th I- 7 - - i a) , I I I I -� 11I I I I I I 1 0 i / - , II ■ 51'-0" 111 1111 1111 I 11111 1 111 111 1111 1111111 111.1 l I ( 11111111111111 H 1 I 1 " . i • NI so I I I I I I KEY PLAN - - -C - - � I - - - - I— I , ;' N.T.S. 0 viP 4 FE E J-- — FE IE ` " 1111 __.......... _ - V P;:41•11/ i 1_i u n U .1 L' -1 J U ❑ 11—AJ .' 1E Ida o I HALLWAY ♦� �, NI- 3 � i � Mwr � 102 � � � 3 o 'r- t I 1 {7-1} FACTORY i `,� � ,� A I i ( 180 SF _ Ilk //./ � rr.•11►�:� I -t I _ _ '� 1-HR FIRE RATED WALL. • o �,'T. I i // - THIS LOCATION ONLY � ' rir I l 4ESTOOM] TOOL ROOM /' L �■ i �E I 104AdA u) /J (F-1) F CTORY (F-1) FACTORY E GAS -' 1151 SF 194 SF ( ) a ■ I STORAGE 2 ■31'I-0" i <<a • O _ kt Kit ii„,_ 1,, E GAS L I _ 34-0 ( ) o i, TRUE NORTH F-1 FACTORY f STORAGE co A A 83 SF (" r '�--',:�--- '' �, �, 1/7 / O -1. 0 CODE FLOOR PLAN 1 in (" PROJECT NORTH r y SCALE: 1/18"=1'-0" a PROJ NAME: SHEET TITLE: SHEET: 2 OF: 48 DWG#: \'� � C. DRN: NCS DATE: a 4 DURHAM O&M GENERAL r R �. '. C7 - N DSN: Ncs DWG#: G002 6/22!2017 PERMIT REVISION SET BRIDGE CRANE ; mwa architect PLOTDATE: 6/22/17 �, .AE 1 I,- THIS BAR !S ONE INCH a.eanWaber \\\ Services BUILDING CODE DATA GOO 110, 70 NW COUCH STREET tJr L 1I��_. ;s: o CHK JVBR CAD FILE#:1445.01-G002.DWG WHEN DRAWING IS FULL �i 7/22/2016 PERMIT REVISION SET SUITE 4/71 4 N Our commitment is clear. �RTLANO.OR 97209 REMODEL PLC#. NA SCALE. P 503 973 5151 CV 1/1912016 PERMIT SET ! I F 503 973 5060 APPD:JVBR SCALE: NONE REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 w--- M'"-'AAA-R-`-"'rECT5-`0M PHASE 1 B PR #: 6687 OF } io.4 ID L.6 1111) 1 . • 41.4 P. 1 P.3 P.6 P.9 ,,_ ..• LI 1 ! FOUNDATION NOTES: if I I I: i [11 - liqi -/ 74 , / , . ••*- :r / • /. l /,7,/ f / .k/z I ./ 4 1 / / / /1:1 INDICATES AREA OF NO , • REMOVE AND REPLACE (E) 6" , 1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS, STRUCTURAL wbRK CONC. SLAB ON GRADE w/ NEW DIMENSION, AND ELEVATIONS PRIOR TO FABRICATION ..., . / / 1 ! J.' /43 / / ' / •/' / 411MiniarAimMi : 6" CONC. SLAB ON GRADE w/#4 ./A1...A// / / BRIDGE CRANE NGITUDINAL AND ERECTION AND SHALL NOTIFY THE ARCHITECT . o.c. EA. WAY AT SLAB //,,///,,,/ t/i/ / „, .. , • am.. , , '/ ' Aip•lArAMPI" I BRACING BY BRI GE CRANE MFR. AND ENGINEER OF ANY DISCREPANCIES FROM THE / / / ..•• •,, /- 'II 1111 . .:-/'. :11_, It' airAIP211P2:,t_j7:r:4:,cf... 0- /1 ,./ 4i i mID-HEIGHT TYP. _ , IrAdl"'/ Ak.... .' / AlleilIW/ rAtiLeM P^ r --1 --1 r -1 1 . 1 DRAWINGS. _ ,,..,,, FA ___PI- i 'Ufa t-..:_-....--_;___J T__t-____ /1- 4- ._:.:.:- :-....-,i-'(L1 ti____ _ITIrt t----7 CO - 4 /--/ ' '77-d - - - --' ---- - - --1 .1 i 12,,,, : 1! i 1.. ••• ••••• % •• •• • • • ... ... :••,.. ••••1..., i i 1 7' ! . . . * __ 1 •1 A .. •• . • . - -. . . . . . . .) - 1 2. COORDINATE ALL DIMENSIONS, WALL LOCATIONS, "Sets, L _. .,.._-__,•,•••• . ••.. ,. „,..„2. 4 ' •" ' ' • • • •••• ••••• `: .• „: ..I •.,•••,••...•'••.•• •••••• • • ••• •••• ...---.,. ....1-=-1-•••••-•T - ..L'6411111k-r T14-1- n 11 ' ±...d '... • '-'••‘• -** ' "4 L _••.- -N,CN6- //1/ ,./ I! 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Is , "*. • •• •`• • ..: 1 • • ) • • •• 1. 1 DRAINS, SLAB SLOPES AND OPENINGS, STEPS AND Irt. :. ..„. .• • •• 4.-•\ • . - 1 • • • ' CURB ELEVATIONS WITH ARCHITECTURAL DRAWINGS. , , '. / pi ..... ..., - .. :.• •:. •••• • ••• • ...• .4). . 1 Mk v_.i.. / /- ,, / h-li .••••• • • %•• -. •• :••••: .•••••••';.co ,, , 60 -70 • • , • ••• -••• • • •-• -• • l• • t- it--tot 0., i. 6., THICK i, • •••••• •••• - -••• • •-• h•\\••• -: :••••• •• • .• : .• . .•• •• •--A--... . . ••.• • ••.... . :••• • -•- .- - • • -.1 •• ...••• ,.--.••• •.• •••. - •••• •• - . • ....... .. : BRIDGE CRANE / li / •Lil / ••'• •••••• .....:••.•'-,"• ... .." •••*" .:4%.7 ;,.... i / ii/ , !I 11:-": :•. • . • •• ,i. . •,•• ••••• •:• - • • •' /1! / 11 -. ••• .. • :.... ••-.••• .... ••.. ••.. • •:• •;,, / ., / 1: ! • •• •:. • .*. % .• ••• •.- • . .••..•• •-•••• , REF. ARCH. '6' •• •• • • .., ••• •••• ' :•• •• „s : .. 41 . ..FTG.•TYR,..(6)*PLACES'. •••••% '•••• - ;* • • • • • • ''' " • •Y\ A s 4 •' • , • i . -#6•@•1•2'',o:c: A:WAY -. .. •- . -- .).••••r•".... 1 '; .: ".•.%*....*•...s..:••• •:•'••-J....* •••• ' %.••••••.*::1.. ...I.,. -.4\•::1•%-`!•••••...: •••••• ''• :••••,,,••••:::-.... 1'e3 COL'S BY BRIDGE • . . •• ........ 1.0(:' 8/.. •B. dr• -: **WtA I:* • ' • .'••v '- • '''' • •'• • •••• • •• : •• - - • :• • •• • -• • *"..... ••• • - \-••'• •••• 0 • .1 -I T•NEW eiRlbGE• • • •• ••:. • :•:1 •• • • % ...... R. . • L -.1•,. ••• •• ...r •• , •• , • • •• :. . ..... • ,.. . •• .s.. . • --.' .:: - .1 z- ..- . • 1 - CRANE MFR. TYR 3. REFERENCE ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR SLEEVES, d // ii ••• • • • .. • - •• .: ' •• • • - /r,///,/ 11 :, ..... ... . :,:- • . • ... • , .„.••.• . FOR LOCATION - :.: t• .. :• .••• : •.. :......: ..,-. .: •,•• ,-, •••• ••:: • :.. :. „..,• 1•••• ... . ..... .. • ••• :,:•• •••••••. :• ••:•• i ' • . ••• . ••• •' • •: • ••:"• -*'• "i! tRANE.COLumNs::: •. • • k• ::1-.. .-.--- :.• . :NEWaRflaGE CRANE : ,. • .: • .. ... ., • • ,,,.,,:, ,.2....13_ •:0 :. .,..• ...• • ••.• .., : . .. . ... . . • . . , • i • • i (8) LOCATIONS BLOCKOUTS, AND OTHER ITEMS TO BE COORDINATED //,/ii/ till_ • - • ••• : •:••• •.•: •• ••• •••• •.. ;• .••,.. ! .• • .. . . , . . .. _ • , • • . , ..., ,••• •••••• •'`•*:••, : •.,.. •••• • •• ••• *•••• ••" 1.:.• 4 A.Ticatl• ••S••••.• -..*: - •".. 1 -.:':-.: •• ••:•.•• -••••t • • , %. '... ..*"..: .15'X 8'•:x -.92"..,THICK... •.: •••• --_-3 . ---- • • • • - I - •-• - • • .. •‘-- • ••• ...% • "s• -• • •- -• •• - - .-.•••• ••, Cots. 03) •••• ' Ailik r • . .. 1 ..,. IVIBEDDED•PLATE:IN..:•••••f .r..3 WITH THE STRUCTURAL DRAWINGS. , •-• •• •:. •• •: •••• • • . ,. • ,:, • . • •1 / // .. , - . •-• :. . • N., t----t • .•. .. /\••‘.4:. 4 •••• • ;:.: :• i . .a • 4.. • •••: .ts• ••••••1•••.4..• •.4 . -.7 • •*, • ..: •••••• • .• . • • / • 4 • 1 - -• • • •••••••• - •50 - ' ! , ElE1 • -: ... ''. ••;•• • NEW Er CONC -SLAB .. :-•••1 I .•--...- -: ..• •• - -• ••• ••4:,,Ge• •4 !ii • st*nw„•-%.4...i.;-rfd -.4.-!"&** -r- i ir.i>...• •.••••-•• -...-• -. •• ..' • . ' . , :.• .. • '.. . , • , • : • "-- • ': 4. INDICATES STEP OR SLOPE IN ELEVATION . • - :: '.•.:. ••••••• '..".' ,. . , . .....o•-.y.A.1-1 '.-V•X I -O. t T,t,4,:on,-.." -• . • . -...... •,-....'•- :.• '*I '.• • •*' ••.'''-'••- %.*** •• •` . • I • ** •'' •' • •• •,` ON GRADE ": .•-• - ••- • •• ! I '-'2//// '77‘ 50 TYP. •':F„T.G.,;;TiP.,.***(4- 0.411 Eg•••••. ..'•:;.•.--(E).01'10**S. OUARg... . • **-4 ,••-•'..'„ •k ,.....•..,,... •••••••••.*I •.***•• .k..s.•.....k•.:..: .. ‘:. ... 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EXPIRCS 1 2-31-1 5 I 2 ' 0 DRN: JA ORIG PROJ NAME: SHEET TITLE: SHEET: 23 OF: 48 DWG#: CY) DATE: lir 4 A B H T DURHAM O&M STRUCTURAL PIL°1- 07/22/2016 - (iii asN: CJA DWG#: I mwa architects STRUCTURAL INSINERRS N• THIS BAR IS ONE INCH A 5/22/2017 DC-3 CleanWateServices 70 NW COUCH STREET i 1640 NW JOHNSON STREET BUILDING FOUNDATION PLAN DATE: E CHK: cAD FILE#:K-11315 S201.DWG WHEN DRAWING IS FULL A 7/22/2016 PERMIT REVISION SET SUITE 401 1 PORTLAND,OR 97209 S201 Our commitment is clear. PORTLANO.017 57209 I. Tel 503.243.6682 REMODEL PLC#: NA\I SCALE. PERMIT DOCUMENTS 9503573 5151 : F 503 573 S060 i Fax 503.243.6622 = www.abht-structuralcom cws ..c.Y. APPD: CJA SCALE: 1/8"=1'-0" 54WAARCINTECTS.COM1 tr) REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 PHASE 1B PROJ#: 6687 T/10 KEYED JOINT(@ SLAB , (3/4" MIN.) 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PLAN (2) ANCHORS INSTALLED AS SHOWN CONNECTION TO EXISTING CONCRETE SLAB STEEL PLATE AT SLAB ON GRADE EXISTING WALL OPENING /2\ (--;- SECTION A li a 9 mi A N COL. FTG. 4 431 i"=v-o" 6 1"=1-0" 1 ) 1"=.11- PL 1x24x2.-0" (A36) L2x2x1/4 wi 1/2"ei x 3" HEADED STUDS @ 12" o.c. AT PLATE EDGES (GALV) co //7/./.../7i: A lc! iD LO ... ... . . • co e e e' • LO \ 444 •41.4 1 L__ e 1 E0 .ra. 111,11,1, rri 11-=11E111E111E-1-._ Z7) 6" (3) #4 CONT. #4H © I /TYPV 12" o.c. Ce w cl NOTE: ....1 0 REF. 2/S501 FOR ADDITIONAL u... . . LO INFORMATION NOT SHOWN E") 0 PROre „, +SS Cil ''C'•') ON( /0 .e -• 4,,,, 19,0P 'P c A PUMP REPAIR PLATE AT TRENCH DRAIN co 9, ,.., in=1.-0" ----ede OREGON 4-# c, -1, I tp, C V Q' a tow < 0 EXPIRES 1 2—31—1 5 2 ORIG , PROJ NAME: SHEET TITLE: SHEET: 26 OF: 48 DWG* 'CC DRN:ANV DATE:t 0 A B H T DURHAM O&M STRUCTURAL PLOT - ai DsN:ANV DWG#: , mwa architect STRUCTURAL RIISINSIIRS 07/22/2016 1.-. THIS BAR IS ONE INCH & 5/22/2017 DC-3 CleanWateServices 711 NW COUCH STREET, 1640 NW JOHNSON STREET BUILDING CONCRETE SECTIONS DATE: , (7) CHK: CAD FILE#:K-11315 5501.DWG WHEN DRAWING IS FULL PORTLAND,OR 97209 A 7/22/2016 PERMIT REVISION SET SUITE 401 i S501 - c.1 Our commitment is clear. , ' PORTLAND,OR 97209! Tel 503.243.6682 REMODEL PLC#: NA N SCALE. PERMIT DOCUMENTS 0 SO3 973 S1S1 i Fax 503.243.6622 P 553 573 5t1t5U , www.abht-structural.com APPD: SW 1.13 SCALE: AS NOTED REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 ' MWAARCHITECTS COM PHASE 1B CWS PROJ#: 6687