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Plans (10) PLM2012 - 00204 RECEIVE t+;AY 23 2012 QTY OF 770AJt0 ' SU►tpfNG A.1t�s�n Otak Architects Inc. 17355 SW Boones Ferry Rd h / Lake Oswego, OR 97035 � k y N „�„ Phone 503.635.3618 i ,... ..a. / ...% ,. c a.. a.,. , r u K'.1../ ,.. �R G .. , . .c ..m ,.,.,✓,v. .r ,• 1' rb,.. ° ';f4M[.t§�. /r///H9n, r '5N///rH.9.. .,.:�� r,, r � //.J.../t... .,,..,...5. z. ✓ ,.. ,.F- - ear. '°q'.' '... ...,. . .. .... ,.ice ui �, Fax _. ,., ✓ ,., a, 503 635.5395 �/ ;az t �a„y s >.,.. , e r-, -s ,,. ,.. „:- ,/ ,- _ -', {: j�"s ,,.. 3:. d.. ,i P .4.. > ,%i .i ,i �✓ ..��4/ fir• .:: ,. ,., % . a .,,. Y vv::. 0./.v,,• rs._, a.. iIrF ;,, ,r sRi! :/ r mn. :.,. ,,,r,,�.n V, S'q .^ `.n ., i�✓ :'4K' t x. N ./ n "� 4 i / MT Nnx . . f� Community Center s 10330 SW Scholls Ferry RD Tigard, OR 97223 s Jr s», , U - - r ducuion Itrereauon s e 1.Klshr+i E>ucati.nrial Trtiist a Muslim Educational Trust d% // 10330 SW Scholls Ferry RD Tigard, OR 97223 , VIA low F. / r 0 � � 3 u 4 A � f �✓ . ✓• Y - e 4 i tg„. u � 1 111p i .. _ ;. a ,< g � I , rw z i , I , . ✓ ri a n r� Ali , fin OF d r hW.. s Y'. a .,..., / .:. s.e., l✓. ,.. U .. i...� .. ✓. , .:.. i. , .,.. .. ,. r/✓ -. vi , ',.. .F/* r � ✓ / „ /yam „ r ,,, '.. r i„ , , / ...., ,. .. .i � / �u .� .r .. .w. ✓.i.:, �i/. 1 . ,. r, ,.. ... ,. Hi Yi ,.r ,,, P� ..., ,.. . _// < .. >' .,,,..„ .. ,.-. <- ,: ,/ ,x:' ✓ :� Coffee Cover ✓ . CITY OF TIGARD Approved............................... D;d Conditionally Approved.............. [ ] See Letter to:Follow.................. [ ] Attached............. .. r 1 PermitNumberAC y.2c••,s._c:cag -4 Address: / a« r., --H i r By: .. Date: 0 �a c l OFFICE COPY TIGARD , OREGON _ _ a SPECIAL iiti_Pcl I iiJiV i�cOUiiiED OFTIGARD ./ State of Oregon Structural Specialty Code Ammved� Q� (vI r Approved..( REVIEWED FOR 0 M / Conditional) A roved. N Co to and Reinforcing Steel See Letter to:Follow............... [ ) # Date Description s o Attached....... - CODE COMPLIANCE Q c\ Bolts Installed in Concrete Z Revisions Permit Numb_er._ t - ❑ Spedal Moment-Resisting Concrete Frame Address: C �� March 7th, 2011 ard Erosion Q — / ng y _ D ✓ o Slcghedule Inspections:ontrot Date 6 ❑ Reinforcing Steel&Prestressing Steel Tendons B • ate: City O OL twctural Welding Call (503) 639-4175 RED ❑ Migh rerrght Boiling DEFERRED Initial inspection: Designed By Dior to rooting inspection tnretural Masonry Fre Sprinkler _L,1 Final inspection: M JAN,TDG Fre Alarm ✓ Prior to Mai vending WRIPSCOM Drawn By ❑ Reinforced Gypsum Concrete Mechanical ❑ Insulating Concrete Fig Plumbing APPROVED PLANS JAN m Electrical 1NC E UN-ATTACHED; -- c� .__. IFICATION BOOK U) Checked By w ❑ SprayAppiied Fire-Resistive Materials Truss Engineering _{QST CTURAI,CALCS Shop Drawings _,, OTECH RHORT 16082 ❑ P l ngs, Drilled Piers and Caissons Other _MISC DOCUMENTS N Project Number m o 0 Shotcrete Special Grading, Excavation and Filling LIABILITY Approved plans AOsOO m ❑ Smoke-Control Systems The City of Tigard and its o employees shall not be shall be on job site. N ❑ Other Inspections Sheet Number responsible for discrepancies ' ' Y Copyright 20126 which may appear herein. ' Il this drawing is less tha,30'x 42it has /� been reduced Scale accordingly. PV1 ' o111111OtArchitects Inc. 17355 SW Boones Ferry Rd te r Lake Oswego, OR 97035 Phone 503.635.3618 Fax 503.635.5395 PROJECT TEAM GENERAL INFORMATION DRAWING INDEX MET OWNER/DEVELOPER PROJECT DESCRIPTION:THE PROJECT INCLUDES A COMMUNITY CENTER&A PRIVATE PRE-K Community THROUGH 12TH GRADE SCHOOL WITH A GYMNASIUM, SWIMMING POOL, CAFETERIA, KITCHEN, AO.00 Coffee Cover S3.05 CMU Wall Elevations A7.00 Basement Reflected Ceiling Plan ELECTRICAL CLASSROOMS AND ADMINISTRATIVE OFFICES.THE BUILDING IS A NON-RATED TWO-STORY STEEL Muslim Educational Trust AND LOAD-BEARING CMU STRUCTURE WITH A PARTIAL BASEMENT. AO.01 Cover Sheet S3.06 CMU Wall Elevations A7.01 First Floor Reflected Ceiling Plan Center P.O. Box OR Concrete s A7.02 Second Floor Reflected Ceiling g AO.02 Site Reference Plan S5.01 Cte DetailPlan E0.00 Symbols List and General Notes Electrical Portland, OR LAND USE CASE FILE: CUP 2002-00003, SLR 202-00004, SLR 2002-00006,VAR 2002-00009 CONTACT: Wajdi Said, Rania Ayoub (503)579-6621 A0.11 Fire Life Safety Plans S5.02 Concrete Details A8.01 Exterior Details - Basement (Not Issued) E0.01 Luminaire Schedule 10330 SW Scholls Ferry RD Ejaz Hhan (360)513-1074 BUILDING CODE EDITION: 2010 OREGON STRUCTURAL SPECIALTY CODE EO.02 Luminaire Schedule Tigard, OR 97223 Abe Turki (503)866-1433 S6.01 CMU Details A8.02 Exterior Details FIRE SPRINKLERS:THE BUILDING IS TO BE EQUIPPED WITH NFPA TYPE 13 SPRINKLERSS6O2 CMU Details A803 Exterior Details E1.00 Site Plan Electrical THROUGHOUT. CIVIL . . ARCHITECT S6.03 CMU Details A8.04 Exterior Details E2.00 Basement Plan Lighting ; DEFERRED SUBMITTALS: FIRE SPRINKLERS, STEEL STAIRS& RAILINGS, FIRE ALARM, STEEL C101 Cover SheetE2.01 First Floor Plan Lighting V Otak Architects Inc. ROOF TRUSSES S7.01 Steel Details A8.05 Exterior Details 17355 SW Boones Ferry Rd C102 Construction Notes S7.02 Steel Details A8.06 Exterior Details E2.02 Second Floor Plan Lighting Lake Oswego, OR 97035 C103 Existing Conditions/Demolition Plan E3.00 Basement Plan Power opt PHONE: (503)635-3618 FAX: (503)635-5395 S7.03 Steel Details A8.O7 Minaret CONTACT: Jennifer Nye C104 Civil Site Plan E3.01 First Floor Plan Power Education Recrearinn S7.04 Steel Details A8.11 Interior Details C105 Grading Plan S7.05 Steel Details A9.01 Trash Enclosure E3.02 Second Floor Plan Power MVISIb" EbUCitio"Al Ti't,st STRUCTURAL ENGINEER C106 Site Storm Plan S7.06 Steel Detials E3.03 Roof Plan Electrical GENERAL NOTES C107 Courtyard Storm Plan S7.07 Steel Details INTERIOR DESIGN E4.00 Enlarged Plans Electrical Muslim NBZ Consulting Engineers C108 Sanitaryand Water Plan E5.00 Details Electrical 21617 SW Susan Lane Educational Beaverton, OR 97006-6599 1. THE INFORMATION HEREIN IS OF A PROPRIETARY NATURE AND IS SUBMITTED IN C109 Miscellaneous Details ARCHITECTURAL E6.00 Panel Schedules Electrical PHONE: (971)-222-4380 ID2.01 Floor Finish Plan CONTACT: Hamoudi Zouyed, MsCE CONFIDENCE FOR USE BY OTAK, INC. CLIENTS ONLY. IT HAS BEEN PREPARED FOR THIS C110 Sanitary Details E7.00 One-line Diagram Electrical Trust PROJECT AT THIS SITE AND IS NOT TO BE USED FOR ANY OTHER PURPOSE, LOCATION OR ID2.02 Floor Finish Plan S&T Consulting Engineers OWNER WITHOUT WRITTEN CONSENT OF OTAK, INC. UNAUTHORIZED REPRODUCTION, 0111 Trench Drain and Pervious Paver Details A1.01 Construction Assemblies ID6.01 Interior Elevations 10330 SW Scholls Ferry RD PUBLICATION OR DISSEMINATION, IN WHOLE OR IN PART IS EXPRESSLY PROHIBITED. tY 6635 Skyline Rd S INFORMATION CONTAINED HEREIN REMAINS PROPERTY OF OTAK, INC.,AND RECEIPT OR C112 Storm and Footing Drain Details A1.02 Partition Notes & Details TECHNOLOGY Tigard, OR 97223 Salem, OR 97306 ebia POSSESSION OF THIS INFORMATION CONFERS NO RIGHT IN OR LICENSE TO USE OR DISCLOSE C113 Water Details A1.11 Schedules ID6.02 Interior Elevations g CONTACT: 3)93 -2767TameAX: TO OTHERS THE SUBJECT MATTER CONTAINED HEREIN FOR ANY BUT AUTHORIZED PURPOSES. ID6.03 Interior Elevations PHONE: (503)931-2767 FAX: (503)581-9700 C114 Basement Footing and Underslab Details A1.12 Curtainwall Schedule TO.00 Symbols List and General Notes ALL RIGHTS RESERVED. COPYRIGHT 2012. g P1 Erosion and Sediment Control Cover Sheet A2.00 Basement & Dome Clerestory Plans ID6.11 Interior Elevations Technology MECHANICAL/ELECTRICAL/PLUMBING ENGINEER 2. THE CONTRACT DOCUMENTS CONSIST OF THE AGREEMENT BETWEEN OWNER AND P2 Clearing, Demo, Mass, Grading, Erosion + A2.01 First Floor Plan ID6.12 Interior Elevations T2.00 Basement Plan Technology CONTRACTOR, CONDITIONS OF THE CONTRACT(GENERAL, SUPPLEMENTARY,AND OTHERID6.13 Interior Elevations T2.01 First FlPlan Technology Interface Engineering CONDITIONS), DRAWINGS, SPECIFICATIONS,ADDENDA ISSUED PRIOR TO AGREEMENT AND Sediment Control Plan A2.02 Second Floor Plan Floor ecgy 708 SW 3rd Ave#400 MODIFICATIONS ISSUED AFTER EXECUTION OF THE CONTRACT. P3 Grading Construction - Erosion Sediment A2.03 Roof Plan ID6.14 Interior Elevations T2.02 Second Floor Plan Technology Portland, OR 97204-2493 ControlID6.15 Interior Elevations T3.00 Enlarged Plans Technology PHONE: (503)382-2266 3. ANY DOCUMENT IN THIS SET WHICH HAS BEEN PREPARED BY ANY SUBCONTRACTOR, A3.01 Exterior Elevations l gy CONTACT: Andrew Lasse, Becky Ellsworth,Jason Mooney DESIGNER,AND/OR SUBCONSULTANT WHO IS UNDER A CONTRACT DIRECTLY WITH THE OWNER P4 Erosion and Sediment Control Detail Sheet A3.02 Exterior Elevations ID6.16 Interior Elevations T4.00 Details Technology AND/OR CONTRACTOR IS ONLY INCLUDED IN THIS SET FOR PURPOSES OF REFERENCE AND ID6.17 Interior Elevations COORDINATION. OTAK DISCLAIMS ALL LIABILITY RELATING TO THE DRAWING AND CONSTRUCTION A4.01 Building Sections OF THE IMPROVEMENTS OR SYSTEMS IT DEPICTS EXCEPT AS SPECIFICALLY ASSUMED IN A LANDSCAPE A4.02 Building Sections ID6.18 Enlarged Interior Plans / Elevations KITCHEN GEOTECHNICAL ENGINEER WRITTEN CONTRACT SIGNED BY OTAK AND THE OWNER. g Geo Design 4. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS, INCLUDING THOSE IN L1.00 Planting Plan A4.11 Wall Sections PLUMBING K1.0 Kitchen 15575 SW Sequoia Parkway-Suite 100 ELECTRONIC FORM, PREPARED BY THE ARCHITECT,AND THE ARCHITECT'S CONSULTANTS ARE A4.12 Wall Sections Portland, Oregon 97224 INSTRUMENTS OF SERVICE THROUGH WHICH THE WORK TO BE EXECUTED BY THE CONTRACTOR L1 .01 Landscaping Details K2.0 Lounge PHONE: (503)968-8787 IS DESCRIBED. UNLESS INDICATED OTHERWISE,THE ARCHITECT AND ARCHITECT'S A4.13 Wall Sections FAX: (503) 968-3068 CONSULTANTS SHALL BE DEEMED THE AUTHORS OF THEM AND WILL RETAIN ALL COMMON LAW, PO.00 Symbols List and General Notes Plumbing STATUTORY AND OTHER RESERVED RIGHTS, IN ADDITION TO THE COPYRIGHTS. A4.14 Wall Sections POOL CONTACT: Elliot Mecham, PE STRUCTURAL A4.15 Wall Sections P2.00 Basement Plan Plumbing 5. IF COORDINATION OF ARCHITECTURAL, CIVIL, LANDSCAPE, STRUCTURAL, MECHANICAL, P2.01A First Floor Plan Plumbing - Waste & Vent P-1 Pool Plan ELECTRICAL, PLUMBING AND SPRINKLER ELEMENTS RESULT IN CONFLICTS, NOTIFY ARCHITECT S1.00 Drawings Index A5.01 Stair Plans & Sections CIVIL ENGINEER IMMEDIATELY PRIOR TO COMMENCING ANY WORK OF ELEMENTS RESULTING IN CONFLICTS. A5.02 Stair Plans & Sections P2.01 B First Floor Plan Plumbing - Water & Gas S1.01 General Structural Notes P2.02 Second Floor Plan PlumbingP-2 Pool Section Kittredge Engineers, LLC 6. SLOPE ALL GRADES AT PLANTING AREAS, SIDEWALKS AND ASPHALT PARKING PAVING S1.02 General Structural Notes A5.11 Enlarged Plans P-3 Pool Drain Plan 6975 SW Sandburg St- Suite 310 WITHIN SOF A BUILDING AWAY FROM THE BUILDING. IF CONFLICTS OCCUR, NOTIFY ARCHITECT P2.03 Roof Plan Plumbing Portland, OR 97223 IMMEDIATELY. SEE CIVIL DRAWINGS FOR FINISHED GRADES ADJACENT TO BUILDINGS. S2.00 Basement Foundation Plan A5.12 Enlarged Plans PHONE: (503) 708-3942 A6.01 Interior Elevations P3.00 Details Plumbing FAX: (503) 620-4065 S2.01A First Floor Framing / Foundation Plan CONTACT: Chris Kittredge, PE S2.01 B First Floor Edge of Slab Plan A6.02 Interior Elevations S2.02A Second Floor Framing Plan A6.03 Interior Elevations MECHANICAL LANDSCAPE ARCHITECT S2.02B Second Floor Edge of Slab Plan A6.11 Interior Elevations MO.00 Symbols List and General Notes HVAC Fouad Elgharabli, RLA S2.03A Roof Framing Plan A6.12 Interior Elevations MO.01 Schedules HVAC PHONE: 503-821-9918 S2.0313 Roof Edge of Deck Plan A6.13 Interior Elevations M2.00 Basement Plan HVAC S3.01 CMU Wall Elevations A6.14 Interior Elevations M2.01 First Floor Plan HVAC SURVEY S3.02 CMU Wall Elevations A6.15 Interior Elevations M2.02 Second Floor Plan HVAC Andy Day S3.03 CMU Wall Elevations A6.16 Interior Elevations M2.03 Roof Plan HVAC PHONE: (503)968-8787 S3.04 CMU Wall Elevations A6.17 Interior Elevations M3.00 Details HVAC l� INTERIOR DESIGN 'l MASA 813 SW Alder, Mezzanine B Portland, OR 97205 S U'1iULU � PHONE: (971) 998-8903 LAI OR CONTACT: Garrett Martin ABBREVIATIONS SYMBOLS VICINITY MAP OF POOL DESIGNER # NUMBER GA GAUGE, OSSC OREGON s ' „t?tf}e N & AND GYPSUM STRUCTURAL ry, CL CENTERLINE ASSOCIATION SPECIALTY CODE 2 ASSEMBLY TAG It Cascade Pools GAL GALVANIZED OVFL OVERFLOW w tn �A 4 Cover Sheet 6775 Old Lower Boones Ferry Road AC ACRE GB GRAB BAR O n ' n a Lake Oswego, OR 97035 WINDOW TAG t u LL ACC ACCESSIBLE GPM GALLONS PER PERF PERFORATED, CONTACTT:: Spencer White i PHONE: 620-61 hite AED AUTOMATED MINUTE PERFORATE Sas cs EXTERNAL GYP GYPSUM PLAM PLASTIC LAMINATE DEFIBRILLATOR PL PLATE, PROPERTY DOOR TAG AFF ABOVE FINISH HB HOSE BIB LINEAl COMMERCIAL KITCHEN DESIGNER FLOOR HDR HEADER PLYWD 5`W Burnett Ln PLYWOOD Q ADJ ADJUSTABLE HDW HARDWARE PNL PANEL 5 Cht Rose's Equipment a rL Vo far AHU AIR HANDLING UNIT HM HOLLOW METAL PNT PAINT �� KEYNOTE TAG yff 207 Southeast Clay Street ALUM ALUMINUM HORIZ HORIZONTAL PR PAIR � ° fi Portland, OR 97214 PHONE: (503) 233 7450 APT APARTMENT HR HOUR PREFIN PREFINISHED N 5 W Rod T, uA mty CONTACT: Marcus Hoover HVAC HEATING PT PRESSURE bins C?r �Z BD BOARD VENTILATION TREATED, POST w Q Bally Total �� tr ,i fstr�e,r. rtr Nordstt BR BEDROOM AND AIR TENSION3 G BDRM BEDROOM CONDITIONING NORTH ARROW r ,y �iy lk adsirn BLDG BUILDING R RISER, RADIUS BLKG BLOCKING IBC INTERNATIONAL RD ROOF DRAIN o SVV Wrlke,�s 21(-0 BM BEAM BUILDING CODE REF REFERENCE p Ln, '. BOT BOTTOM ICBG INTERNATIONAL REFR REFRIGERATOR DETAILTAGS CONFERENCE OF REQD REQUIRED A8.01 A8.01 I ; CIP CAST-IN-PLACE BUILDING REST RESTROOM J a be t1 CJ CONTROL JOINT OFFICIALS RM ROOM CY ? a CL CLOSET IN INCH RD ROUGH OPENING EXTERIOR ELEVATION TAG S� r Ur Y CLG CEILING INFO INFORMATION A3.02 3 c� w CLR CLEAR(ANCE) INSUL INSULATE(D), (ION) SD SMOKE DETECTOR SIN � qi CMU CONCRETE INT INTERIOR SF SQUAREFOOT + Q Cf UNIT MASONRY SHTHG SHEATHING 4 D} t d., CPT CARPET JAN JANITOR'S CLOSET SIM SIMILAR a� COL COLUMN JINTERIOR ELEVATION TAG ST JOIST SPEC SPECIFICATION 3 A5.11 1 9Vd Cnr to r0 COILS COLUMNS SST STAINLESS CONT CONTINUOUS KIT KITCHEN STD STANDARD STEEL Lar` r� t CONC CONCRETE STL STEEL 2 a • gaA c r CORR CORRIDOR LAM LAMINATE STOR STORAGE n¢ LAUN LAUNDRY STC SOUND i7 D DRYER LD LOAD TRANSMISSION 1 1 (QOW DBL DOUBLE LGT LIGHT CLASS BUILDING SECTION TAG t 4 �{ Sr-,;a; DF DRINKING LIN LINEN STRUCT STRUCTURAL A4.01 A101 �$ �t f FOUNTAIN LINO LINOLEUM SV SHEET VINYL ot DIA DIAMETERFetla+xl 8+ilurEu�: I^`1 DIM DIMENSION MAINT MAINTENANCE T TREAD 1 uUi Ruro +,( zaa3 DN DOWN MATL MATERIAL TEMPERED WALL SECTION TAG DR DOOR MAX MAXIMUM T &G TONGUE& DS DOWN SPOUT MECH MECHANICAL GROOVE DU DWELLING UNIT MEMB MEMBRANE TB TOWEL BARaV�Or a- DW DISHWASHER MFR MANUFACTURER TEL TELEPHONE S G o DWG DRAWING MIN MINIMUM THK THICK,THICKNESS _ TOP OF S� ELEVATION DATUM `� r'` " J 9 MIRR MIRRORED TO TOP OF 100'-0" Date Description ? EA EACH MISC MISCELLANEOUS TP TOILET PAPER xic 4 N EJ EXPANSION JOINT MO MASONRY T/S TUB/SHOWER Rd ' , °� Q Revisions b EL ELEVATION OPENING TYP TYPICAL O GRID LINE/GRID BUBBLE �;,f N 5 . " March 7th, 2011 ELEC ELECTRICAL MTL METAL r 1 PROJECT SITE Stat 1. ELEV ELEVATOR UL UNLIMITED �l tj 3 Date v EP ELECTRICAL N NORTH UNO UNLESS NOTED _ 6 PANEL NA NOT APPLICABLE OTHERWISEROOM NAME ROOM TITLE ff RED 1n EQUIP EQUIPMENT NO NUMBER \c EQ EQUAL NR NON RATED VCT VINYL �0� SW frorywood Loop Designed By o EXIST EXISTING NTS NOT TO SCALE COMPOSITION TILE ROOM NUMBER EL ' *..T- EXT EXTERIOR VERT VERTICAL 0' 10' 20' 40' N CID JAN,TDG OC ON CENTER VRFY VERIFY GRAPHIC SCALE Drawn By FCP FIBER CEMENT OCC OCCUPANT(S) VS VERSUS U5 PANEL OCCUPANCY(IES) JAN FD FLOOR DRAIN OLF OCCUPANT LOAD W WASHER s ° ~'' v / Checked By FEC FIRE FACTOR W/ WITH rt rn r'Fn �/ / REVISION TAG& -q r U REVISION CLOUD EXTINGUISHER OPP OPPOSITE WD WOOD m u} a' F 16082 CABINET ORD OVERFLOW ROOF WH WATER HEATER Q3 SW sprsn0 � walrey O Lu FIN FINISH DRAIN WIN WINDOW t. S(.=, Project Number FLR FLOOR OSB ORIENTED WP WATERPROOF t" o FND FOUNDATION STRAND BOARD WR WATER RESISTANT O ■ O 1 C) FOF FACE OF FINISH FOS FACE OF STUD 6 FOW FACE OF WALL ii Sheet Number FT FEET o FTG FOOTING I I U W If this drawing is less than 30'x 42,it has FRP FIBERGLASS Copyright 2012 REINFORCED PANEL � been reduced a accordingly. FRT FIRE RETARDANT TREATED SHEET ROTES' 1. THIS SHEET IS FOR REFERENCE ONLY, SEE a' L ANDS1APE AND CIVIL DRAWINGS FOR ADDITIONAL T INFOPMATION " Otak Architects Inc. 17355 SW Boones Ferry.Rd Lake Oswego, OR 97035 Phone 503.635.3618 Fax 503.635.5395 _ . - MET Community EXISTING EASEMENT Center 10330 SW Scholls Ferry RD EXISTING Tigard, OR 97223 SIDEWALK NEW LOCKED PEDESTRIAN GATE WITHIN EXISTING FENCE,PROVIDE KNOX BOX FOR FIRE DEPT/' ' • ACCESS r • • r • Outreach �� • Education Recreation • • NEW PEDESTRIAN GATE WITHIN • �� NEW STAINED �"' STAKE SIDEWALKS IN THIS AREA EXISTING /• FENCE,PR_OVIDCONCRETE PLAZA PRIOR TO GRADING, LOCK FROM INTERIORr OWNER/ARCHITECT TO APPROVE Muslim s11Y 0 ` / LOCATION PRIOR TO GRADEING. Educational 4000000 • • �..� "~ r ' If • SIDEWALK LOCATIONS MAY BE ADJUSTED TO ACCOMODATE TREE • FOUNTANNIC), PROVIDE POWER,/0 J WATERSEfiVERSfUB PRESERVATION. Trust NEW KNOX BOX T ORMER, BIKE RACK(8 BIKES 1 f` 10330 SW Scholls Ferry RD FOR FIRE DEPT SEE ELEC • ��� p Tigard, OR 97223 ACCESS • • �rr� �G, t '` 1< "� /-' ` \ / 1 • r . 0/0 • �� • La - - - - - — J • �� r `` EXISTING SITE i -- --- -- ----- I �t • ENTRANCE �\ / r AM /#00p ' REINFORCE EXISTING I • • / GATE,SEE CIVIL i I ROOF OVERHANG I I ( I I I I I • / • __... -- --------- ._..----- I • ( • 1 I '` I t I ( 0 AM • �1_-� CAR BUMPER • OVERHANG,TYP I I Q r- •-� I "° ftp • J� • I I I o I I o J \ __ ......... _..._.... AENTRY BOVE CANOPY / ----- f • \ I f „ �; �, '.`?`- • EXISTING WATER TOWER / I j I TO REMAIN � RAISED PLANTERS, • \ - 6"CONC-WALLS, I i j; BUILT-IN „ " / / CQNCRETE / I I • . • 18 HIGH WI 1 r f , /fBENCH,2`WID f ! = CHAMFERED I I f� 00% /,,;. / =% X 16.HIGH WW! \ EDGES,TYP �. P r_ r �i 1"CHAMFERE ��_. / • V . A TE CC�? I _ =,� i; EDGES,TYP_ �� ` � j / ' • LA � ( EXISTINGOF ' - • \ i 4- 1 EXISTING TREE -DECOMPOSED REMAI '%" — • V `� � DRIP LINE i GRANITE NEW LOCKED PEDESTRIAN FOUNTAN(NIC) Site Reference BUILT-IN CONCRETE f tGATE WITHIN EXISTING \ 0 BENCH,TYP ( tF'ItOVIDI? FENCE, PROVIDE KNOX BOX �' PC�WEf2,WATE FOR FIRE DEPT ACCESS Plan • �' PLANTING ` PERMEABLE -,�R STUB \ I 0 I I OBJ AREA,TYP if'AVERS /%� ,fi • FMTMTMTI • EXISTING PUMP HOUSE TO .UI.I � REMAIN LlLLI \ 0 I "l REPLACE EXISTING FENCE I BIKE RACKS; I I ! I • W/NEW FENCE&GATE \ I I 6 I (16 BIKES) i I \ , 0 I----------� NEW SIDEWALK& , WATER _ \ — ---- - I I • E ON ADJACENT • PROPERTY,SEE CIVIL • , '' CMU TRASH ENCLOSURE I • W/METAL GATE, SEE A9.01 L------- I • _ ENTRY CANOPY ABOVE f ^I BIKE RACK(8 BIKES) PLAYGROUND EQUIPMENT I • l J • \ (REINSTALL OWNER'S EXISTING EQUIPMENT) I • • \ 20 -0" FIRE LANE,SEE CIVIL SETBACK �a�BPGK _ _ _------- RETAINING WALL, SEE CIVIL • sE - - - - - - - - - - - - - - \ I PROPERTY LINE,TYP — — — — — — — — — — — — — — — — -IMPROVED WATER QUALITY- — — — — — — • POND,SEE CIVIL • cn 1 M o • • a • n M # Date Description to • Q Revisions N N March 7th,2011 v Date RED �= Designed By 4 °- JAN,TDG coco Drawn By JAN Un Checked By / C 16082 - W SITE REFERENCE PLAN }— Project Number � OnQ2 /40.02 SCALE: 1"=20'-0" fV j o �= hi I � ry Sheet Number ii D Q — Copyright 2012 C LU if this drawing is less than 30'x 42",ft has V 0' 10' 20' 40' /ti been reduced.Scale accordingly. BUILDING CODE SUMMARY _ GENERAL INFORMATION BUILDING FIRE DETE�.IOP! AND SUPPRESSION STORAGE "' -- EXISTING PUMP HOUSE PERMIT APPLICANT NAME AND PHONE NUMBER: OTAK ARCHITECTS, INC (503)635-3618 , TYPE/CLASS/AREAS 51 SF PROVIDED: R JQU RED PER: OF COVERAGE: STORAGE STORAGE 1 occ LL CLASSROOM 2 LL CLASSROOM 3 PROJECT DESCRIPTION:THE PROJECT INCLUDES A SCHOOL WITH A GYMANSIUM, SWIMMING POOL LOCKER 't "tW r .•. 237 SF 205 SF COUNSELING/ADMIN 30 o5c 302 cc ROOMS, CAFETERIA, KITCHEN, CLASSROOMS AND ADMINISTRATIVE OFFICES.THE BUILDING IS A NON-RATED, AUTOMATIC SPRINKLER SYSTEM*: YES SEC. 903.2.3 NFPA 13 LOCC__- _. 7 OCC ___ _- ,,., . ,,-_, TWO-STORY STEEL AND LOAD BEARING CMU STRUCTURE WITH A PARTIAL BASEMENT. 316 SF LL CLASSROOM 'I ---- ....--.......................................... _ STANDPIPE SYSTEM: NO SEC 905.3.1 NA _ _ _ 3_ - - - - � — — --= - - OtakArchitects — — _. — _ _ — 221 -- - - -- - - — — - - - - - _ _ ;1302 SF — CLA$SR�OM PROJECT ADDRESS: 10330 SW SCROLLS FERRY RD,TIGARD, OREGON _ 15 OCC SF MANUAL FIRE ALARM BOX YES SEC 907.2 1 @LOBBY I nC. j ; Q 1 CODE EDITIONS: 2010 OREGON STRUCTURAL SPECIALTY CODE \ EXIT 37 17355 SW Boones Ferry Rd 5 CC • \ EXITBUILDING OCCUPANCY FIRE ALARM SYSTEM: YES SEC 907 2 3 a Oswego, OR 97035 EM ,j Lake Os KITCHEN f LUNCHROOM EXIT LL CLASSROOM 5 VISIBLE ALARMS: YES SEC 907.5.2.3 COMMON AND Phone 503.635.3618 • i 302 SF OCCUPANCY CLASSIFICATION GROUP(S): A-3, E PUBLIC AREAS Fax 503.635.5395 1 6 ��R ,096 SF II it 3 OCC 73 OCC 15 OCC AUDIBLE ALARMS: YES SEC 907.5.2 THROUGHOUT \ II I) OCCUPANCY SEPARATION: NA BUILDING EXITING E i NOTE: SET i NUMBER OF EXITS FROM EACH LEVEL REQUIRED PROPOSED: 36 a' I PER 303.1 EXCEPTION#4-ASSEMBLY AREAS THAT ARE ACCESSORY TO GROUP E OCCUPANCIES ARE NOT . ,. r ,, CONSIDERED SEPARATE OCCUPANCIES EXCEPT @CHAPTER 11 BASEMENT FLOOR: 1 1 • CORRIDOR 46 E CORRIDOR � — - - -- „ EXIT 62 FR '� — — — — — — — -r- BUILDING CONSTRUCTION - TABLE 503 FIRSTFLooR: 2 10 ommunit y MULTIPURPOSE^ — FEC \ -- f _ _ I TYPE(S)USED IN BUILDING: TYPE II-B SECOND FLOOR: 2 3 6,205:SF< F s M, - - Center \ 884 OC Q Cl BASE ALLOWED: W/ALLOWBLE PROPOSED: 10330 SW SChOIIS FerryRD TEN INCREASES ENERGY CODE REQUIREMENTS g �''' I KINDERGARTEN R Tigard, OR 97223 << ` u I 34 DCC BUILDING HEIGHT 55' +20' 37 (MIDPOINT OF (2010 OREGON ENERGY EFFICIENCY SPECIALTY CODE) DOME ROOF) EXIT NO.OF STORIES 2 +1 2+BASEMENT t \ ,,µ =' - -- PER ENERGY ANALYSIS,SEE MECHANICAL. t t EXIT EXIT 17 . __ FLOOR AREA 14,500 SF 54,085 36,041 228 - - , X! ADN�JP PRINCIPAL ... ..... . .96_ PLUMBING FIXTURE COUNT PER CHAPTER 29 443 X04 SF 133 SF, I \ = SPRINKLERS USED TO INCREASE FLOOR AREA YES C3utc�e�icb \ 222 LOBBY �I 602 3 OCC 1 OCC I OCCUPANT LOAD WATER CLOSETS LAVATORIES EXIT REQ/PROVIDED: REQ/PROVIDED: Education Iicrreet:i�sn �.-'ILOUNGE WORKROOM =a NOTE: 349 SF 262 SF - -4� 1, EXIT [ fl [ \ _ _ _ _ _ _ _ _ _ ; _ ALLOWABLE AREA PER STORY:Aa={At+ At X I + At X Is]} A-3 MALE 196 4/5 4/5 }v�itSJ#t11 ��►11CACt��fldl Trla�t \ \ EXIT �� 23 OCC 18 DCC I 62 17 AREA INCREASE DUE TO FRONTAGE: If=[F/P-0.25]W/30=[932'/947-0.25]30/30 =0.73 t$ / o. FIRE ALARM PULL AREA E U TO SPRINKLERS: Is= QO%=2 FEMALE 196 4/6 4/6 - - - o , o Aa= 14,500+[4,00X0.73]+[14,500X2]} 14,540+10 5$5+29,000=54,085 Muslim -\ 418 SF - — \ .. 121 80CC n FEC `% B t _ _ t MALE 1 1/1 1/1 Educationalcational CORRIDOR 10BUILDING ELEMENTS TABLE 601 STRUCTURAL BEARING BEARING FEMALE 1 1/1 1/1 `"- :- Trust _...................................._. BUILDING ELEMENT(TABLE 601): MUSEUM,' PRESCHOOL FRAME: EXTERIOR: INTERIOR: E MALE 36 213 2/4 - = 279 SF 62 . `� __ - 11-134 4 4 (ELEMENTARY) 10330 SW Scholls Ferry RD \ EXIT, 6$1 SF II- FEMALE 36 2/3 214 2 ° 19 Oct 34 occ Tigard, OR 97223 \ ° NONBEARING NONBEARING \ STORAGE G� �,� I BUILDING ELEMENT(TABLE 601}: FLOORS: ROOFS: MALE 37 1/2 1/2 EXTERIOR: INTERIOR: (SECONDARY) 1 occ \ MEN'S SHOWER WOMEN'S SHOWER13 SEE BELOW 0 0 0 FEMALE 37 2/2 1/2 ____ - _--- . 944 SF 9 6-SP i ' ....... - \ 5 occ 5 occ EXTERIOR WALL RATING - TABLE 602 �sTAFF) MALE 15 1/1 1/1 FEMALE 15 1/1 1/1 FIRE-RESISTANCE RATING FOR EXTERIOR .........................................° ° WALLS BASED ON FRE SEPARATION \\-- 1 i :: ......... ..... ..... : ::::::::::: ;...--...... CONSTRUCTION TYPE OCUPANCY GROUP A,B,E \POOL (DECK) POOL DISTANCE(TABLE 602): NOTES: ;} \ 1. D INS PROVIDED @ EA LEVEL FOR OCCUPANCY AND ADJACENT TO GYMNASIUM &POOL DRINKING FOUNTA VI L E 1,719 SF \ 1,650 SF } FOR A OCCUPANCY. \ ` 1� 5 OCC \ , 6 OCC r'``' � X<5' 11-B 1-HR 2. 1 ADDITIONAL WATER CLOSET AND LAVATORY(ADAPTABLE PER 1108.22)IS PROVIDED FOR A PRIVATE - ....... 5'<_X< 10': OFFICE. EyJ� 69'-9" - { 1-HR 3. PER 1108.2.1 ONE UNISEX BATHING ROOM IS PROVIDED. I1-B — 2+ 10'<X<30' I1-B 0 4 PER 11 08.2.2 ONE UNISEX TOILET ROOM S PROVIDED � o o• X>-30': '; 61 --°H` II-s ° � ENGINEERING DESIGN CRITERIA SPECIFIED LOADS AND STRESSES NOTES - �:� .......... ....... .... .. \\ err r _ SEE STRUCTURAL FOR ENGINEERING DESIGN CRITERIA l SEISMIC INFORMATION MAXIMUM AREA OF EXTERIOR WALL OPENINGS (TABLE 705.8) SEE STRUCTURAL FOR SEISMIC INFORMATION ,., 0-3' >3'-5' >5'-10' >10'-15' >15'-20' >20'-25' >25-30' >30' STORMWATER INFORMATION UNPROTECTED, NOT 15% 25% 45% 75% NO LIMIT NO LIMIT NOT N SPRINKLERED PERMITED REQUIRED SEE CIVIL FOR IDENTIFICATION OF ON-SITE STORMWATER FACILITIES 1 Fo" 8' 16' 32' PARTITIONS ALTERNATE METHODS AND MATERIALS I RST, F LOO R F I R E . RIFE SAFETY PLAN A0.11 SCALE: 1/16"= 1'-0" TOTAL OCCUPANT LOAD-FIRST FLOOR: 1,312 OCCUPANCY - A E NONE FLOOR AREA:23,334 SF FIRE WALLS(SECTION 705): 2 2 FIRE BARRIERS(SECTION 707): SHAFTS(CONNECTING 3 STORIES OR MORE), EXIT 1 1 ENCLOSURES, FIRE PARTITIONS(SECTION 709): CORRIDORS(1018.1) 0 0 ELEVATOR LOBBY(708.14.1 EXCEPTION 4) 0 0 MEETING UL CLASSROOM 2 DECK SCIENCE LAB 242 SF 302 SF NOTES: 32 SF 502 SF 16 OCC 15 OCC 1. NO FIRE WALLS ARE PROPOSED � 3 OCC 25 OCC l WORKROOM UL CLASSROOM 3 g g ; 302 SF 302 SF , urtiE01.iL3Li3 15 OCC 15 OCG 77 ! ((kte�yy El \ I - \ .OPEN - , UL CLASSROOM 4 5 MET PR_BETo" 19F Low\ 302 SF \ 15 OCC �\\ -'1 OCC \`,,\ �� .- \ Fire Life Safety PRESIDENT \\\ I _ Plans 213 SF-- ,- 45.-10 CORRIDOR © �\ FEC TRAVEL DISTANCE 162'-8" FEC 7 96 - OPEN----- I � _ -- � • ,To684"MINCL LIBRARY / I UL CLASS 5 , -' BELOW R 656 SFIp - 3 F EXIT / 13 OCC 0 15 OCC `\\ -• ., f . ' Ielf L CLASSROOM 6 DN / IO 308 SF \ U 15 OCC 228 COMPUTER LAB ( D 96 EXIT 506 SF � • -OPEN, 25 OCC I ( , UL CLASSROQM 7 P --BELOW I I 308 SF - I — _ 15 occ STORAGE ' DECK _ ! — � � -� \'` i � FIRE LIFE SAFETY LEGEND 336 SF _._._.........._ OBEY ART STUDIO 426 48 OCC EXIT I - ��oN 333 SF I ` 2 ocC Pe-P 10,_0 17 occ MACHINE 121 I MULTIPURPOSE �01 ��S�Q 1 HR WALL _ I 55 SF 52-7" TRAVEL�• ` TRAVEL DISTANCE(250'MAX) DN I ,- 1,677 SF ��6; MSN PER OSSC - 1 occ _ © 240 OCC r�9X�r 1022.6 , „�• DECK r ,`\ `y — _ EMERGENCY EGRESS PATH *.0 58-9 _ J 20 SF 11 OCC EXIT _MINIMUM WIDTH OF EMRGENCY EGRESS PATH IS 16- ELEV 9 M 3'8E LINO(72"@ E OCCUPANCY TRAVEL DISTANCE OVER 100 OCC) 54'-10" \ J FEC STAR E FIRE EXTINGUISHER CABINET - ,--/ ~ ` 186 SDF 1 OCC ��� j DRINKING FOUNTAIN ~` ~ ~TEN // JANITOR EXIT EXIT SIGN BELOW • J ? r'� O- 113 SF OCCUPANT LOAD AT EXIT # Date Description oa POOL EQUIP 1 OCC _ ———_ Revisions 1-HR. RATED ASSEMBLY 1820 SF ELEC March 7th,2011 O 196 SF Date 1 occ I RED DATA 137 SF Designed By 32'-4" 1 occ a - STORAGE JAN,TDG . 384 SF Drawn By 2 OCC _ JAN Checked By iu 16082 U -- w Project Number N co CD 2 SECOND FLOOR FIRE LIFE SAFETY PLAN 3 BASEMENT FIRE LIFE SAFETY PLAN , 0011 SCALE: 1116"= 1'-0" TOTAL OCCUPANT LOAD-BASEMENT:9 Sheet Number i�. A0.11 SCALE: 1/16"= 1'-0" TOTAL OCCUPANT LOAD-SECOND FLOOR:445 A0.11 FLOOR AREA:2,266 SF Copyright 20120 FLOOR AREA: 10,441 SF If this drawing is less than 30"x 42",it has U been reduced.Scale accordingly. TIONDRA tti zt,' c U-1 C) 0, > " c) a CO f s ; i CITY OF TIGARD LO 0 Ln r: :..• „_.-- WASHINGTON CONUT +D���+�� L < uj0� ' jz A ¢ Y R PP5. CA I I o.u.,J 1. .: ' ;, • ir Iur 1 co —ve SITE INFORMATION DEVELOPMENT TP , M r00ITE pr OWNER ARCHITECT In I . , TAX MAP and TAX LOT INFORMATION MU _— l I TAS, RAW — North 1/2 of SECTION 34, TAX LOT 3300 SLIM EDUCATIONAL. TRUST OTAK a x 10330 SW SCHOLLS FERRY ROAD 17355 SW BOONES FERRY ROAD W ' ''•' = ' SITE ADDRESS: 10330 SW SCHOLLS FERRY ROAD TIGARD, OREGON 97223 LAKE OSWEGO, OR 97035 p ATTN: EJAZ KHAN, T.E. IBRAHIM TURKI, P.E. ATTN: JENNIFER A. NYE z TIGARD, OREGON 97223 / VICINITY MAP — PH: (360) 397 6118 EXT 4914 / (503) 866-1433 PH: (503) 635-3618 LLJ _ NOT TO SCALE TOTAL AREA (ON—SITE) = 2.54 AC FX: (503) 635-5395 W Z ' LIVIL E G I LTJ I— E.__ KITTREDGE ENGINEERS, LLC _ U 6565 SW 207TH AVENUE ALOHA, OREGON 97007 LOCATION MAP ATTN: CHRIS KITTREDGE, P.E. � p _j N NOT TO SCALE PH: 503) 708 3942 DRAWING Q <INDEX z LEGEND0 CD EXISTING CURB -� EXISTING UTILITY POLE WITH DROP 0101: F--COVER SHEET }— Q z u ° C102 CONSTRUCTION NOTES ~ Z <C 0 PROPOSED CURB ..� EXISTING UTILITY POLE � W SS CO 02N PROPOSED SANITARY CLEANOUT UGD C103 EXISTING CONDITIONS/DEMOLITION PLAN Z O U E--- EXISTING UTILITY POLE GUY ANCHOR C104 CIVIL SITE PLAN U C 0 SS MH 02C PROPOSED SANITARY MANHOLE EXISTING LIGHT C105 GRADING PLAN > U pW SD CO PROPOSED STORM CLEANOUT EXISTING UTILITY POLE WITH LIGHT 0106 SITE STORM PLAN C107 COURTYARD STORM PLAN �- SD MH 02C PROPOSED STORM MANHOLE ©JB EXISTING HAND HOLE JUNCTION BOX C1 O8 SANITARY AND WATER PLAN I-- W V)SD CB 02L PROPOSED CATCHBASIN © EXISTING TRAFFIC SIGNAL POLE LOCATES (48 HOURS NOTICE REQUIRED PRIOR TO EXCAVATION) C109 MISCELLANEOUS DETAILS w : Q c IxlsnNc PEDESTRIAN slcNAl _ C110 SANITARY DETAILS _ w PROPOSED LYNCH STYLE CATCHBASIN © EXISTING GAS METER THE CONTRACTOR MUST COMPLY WITH THE REGULATIONS OF O.R.S. 757.541 TO 757.571 rc 0 r 0111 TRENCH DRAIN AND PERVIOUS PAVER DETAILS V). � >— W/FILTERBAG INLET PROTECTION (18" CATCHBASIN SIZE) ® EXISTING STORM DRAINAGE SIPHON CATCH BASIN _ TO FOLLOWIN NAND PROTECTION OF RULES ADOPTED BY THE OREGONUND UTILITYUNOTIFICATIONNLAW REQUIRES YOU C CENTER, THOSE RULES •� ° C112 STORM AND FOOTING DRAIN DETAILS 11 rn 09 PROPOSED NDS SQUARE CATCHBASIN ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN ca c> W W W/FILTERBAG INLET PROTECTION ® EXISTING STORM DRAINAGE CATCH BASINCOPIES OF THE RULES BY CALLING THE.CENTER. �/ L G Cl 13 WATER DETAILS (16" LYNCH CATCHBASIN SIZE) N, C114 BASEMENT FOOTING AND UNDERSLAB PUMP DESIGN O V)0 PROPOSED STORM CLEANOUT O EXISTING STORM DRAIN CLEAN OUT _ U J 0 CU. PROPOSED SANITARY CLEANOUT III EXISTING WATER VALVE ENGINEER'S NOTE TO CONTRACTOR: 32 32'Z � 1200 CN EROSION CONTROL PERMIT SET. = o V EXISTING STORM DRAIN MANHOLE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES EXISTING DECIDUOUS TREE TO BE REMOVED SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO P1 COVER SHEET O C�) PROPOSED SANITARY MANHOLE ,W THE BEST OF OUR KNOWLEDGE. THERE ARE NO EXISTING UTILITIES EXCEPT THOSE EXISTING EVERGREEN TREE TO BE REMOVED SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY P2 CLEARING AND DEMOLITION to EXISTING SANITARY MANHOLE MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS P3 GRADING CONSTRUCTION EROSION SEDIMENT CONTROL PROPOSED STORM LINE OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. O a EXISTING DECIDUOUS TREE P4 EROSION SEDIMENT CONTROL DETAIL SHEET - — — — -- — — - PROPOSED FOOTING DRAIN THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY _ O c EXISTING EVERGREEN TREE FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. W INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY PROPOSED FDC CONNECTION AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL 3 DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL O M EXISTING MAPLE PROPOSED FIRE HYDRANT LIABILITY. REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS >- .r PROJECT. EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE DEC OUSTING DECIDUOUS ENGINEER. BENCHMARK PROPOSED WATER METER ��� �75 � „ " CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL PROPOSED DOMESTIC BACKFLOW 3*4-g EXISTING 3 TREE STEMS AT 4 TO 8 DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. " -©- EXISTING SIGN ', °t�`'0t'' jv WASHINGTON CO. GC 022 110 AND GC 3 033 w DC PROPOSED 6" I�ouBi.E CHECK DATUM: , WASHINGTON COUNTY GEODETIC CONTROL USED AS REFERENCED i ry ,: , in E3 EXISTING OIL TANK FILL HOLE ABOVE. SEE SURVEYOR MAG NAIL NO. 100 SET AT ELEVATION 188.80 `s P ® PROPOSED WATER VALVE K THIS DESIGN COMPLIES WITH ORS 92.044 (7) IN i 2 1/2" WAT PROPOSED 2 1/2" WATER LINE X EXISTING FENCE THAT NO UTILITY INFRASTRUCTURE IS DESIGNED ` '°��°�' a 6" FIRE PROPOSED 6" FIRE UNE CONC EXISTING CONCRETE TO BE WITHIN ONE FOOT OF A SURVEY MONUMENT DATE: 03/05/2012 LOCATION SHOWN ON A SUBDIVISION OR PARTITION E 6" X-WAT EXISTING 6" WATERLINE AC EXISTING ASPHALT PLAT. NO DESIGN MODIFICA110N NOR FINAL FIELD? DRAWN BY: CPK N ° ' °4HVc EXISTING HEAT PUMP - LOCATION CHANGE SHALL BE PERMITTED IF IT - PROD. MGR: CPK PROPOSED CONCRETE WOULD CAUSE ANY UTILITY INFRASTRUCTURES TO I 0 EXISTING SURVEY MONUMENT AS NOTED BE PLACED WITHIN THE PROHIBITED AREA. CHECKED BY; CPKcj 4 .. EXISTING CONCRETE PROJECT NUMBER '. ° • 189.08 SW,/0 SPOT ELEVATION - SIDEWALK '6�� C�. ��� o 190 EXISTING CONTOUR (5') 189.25 TC /` SPOT EI.EVATION - TOP OF CURB ME 188 EXISTING CONTOUR (i'} 188.75 AC SPOT ELEVATION - AC PAVEME+IT/GUTTER CASE FILE NUMBER — — EXISTING PROPERTY LINE EXISTING FENCE 188.16 TW SPOT ELEVATION - TOP OF WALL 184.81 BW x'38 SPOT ELEVATION - BOTTOM OF WALL o a. 189.50 FF SPOT EOA110N - FINISH FLOOR SHEET NUMBER MUSLIM ED UCA 7 wIONA IrRUSIr CON457RwUC WING45 187.01 TG SPOT ELEVATION - TOP OF GRATE 0101 a� rn -v ;v OF if of Y CONSTRUCTION NOTES TIGARD WATER DIVISION CONSTRUCTION NOTES 1. AN ESTIMATED 12 PERCENT OF THE PUBLIC WATER SYSTEM COST MUST BE ON DEPOSIT PRIOR TO BEGINNING CONSTRUCTION ON WATER LINES, AND TO RECEIVE A TPW (CITY OF TIGARD PUBLIC WORKS, WATER DIVISION) STAMPED APPROVAL ON CONSTRUCTION PLANS. GENERAL NOTES: EXCAVATION & GRADING NOTES: SANITARY NOTES, EROSION CONTROL NOTES: 2. THE CONTRACTOR SHALL MAINTAIN ONE SET OF STAMPED APPROVED PLANS ON THE v 1. ALL WORK AND MATERIAL SHALL CONFORM TO THE 1. NOTIFY THE ENGINEER AND CITY OF TIGARD TWO 1. ALL SANITARY SEWER SERVICE LATERALS TO BE 6" PVC 1. OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE CONSTRUCTION SITE AT ALL TIMES. a REQUIREMENTS OF THE CITY OF TIGARD AND TIGARD BUSINESS DAYS BEFORE COMMENCING WORK. PIPE CONFORMING TO ASTM SPECIFICAT10N D3034 FOR PROPER INSTALLATION AND MAINTENANCE OF ALL 3. NOTIFY TPW, WATER DIVISION, 48 HOURS PRIOR TO COMMENCING CONSTRUCTION TO SCHEDULE Uj UTILITY STANDARDS. (SDR-35), UNLESS NOTED OTHERWISE. EROSION AND SEDIMENT CONTROL (ESC) MEASURES, IN A PRE-CONSTRUCTION MEETING. TELEPHONE 503-639-4171. 2. CONTRACTOR SHALL REMOVE ALL TREES (MARKED ONLY), ACCORDANCE WITH LOCAL, STATE, AND FEDERAL 4. ALL WORK SHALL BE IN ACCORDANCE WITH AWWA (AMERICAN WATER WORKS ASSOCIATION) W 2. THE CONTRACTOR SHALL VERIFY ALL REQUIRED PERMITS SHRUBS, RUBBISH, AND MAN MADE STRUCTURES 2. FINISHED RIM ELEVATIONS OF CLEANOUTS WITHIN REGULATIONS. D AND LICENSES HAVE BEEN ISSUED BEFORE STARTING INCLUDING BUT NOT LIMITED TO CONCRETE SLABS, WALLS, PAVEMENT OR LANDSCAPE AREAS ARE APPROXIMATE. STANDARDS. Z C14 CONSTRUCTION. VAULTS, FOOTINGS, ASPHALTIC PAVED SURFACES, FINISHED RIM ELEVATIONS SHALL MATCH FINISHED 2. THE IMPLEMENTATION OF THESE ESC PLANS AND 5. ALL PUBLIC WATERLINE WORK WILL BE INSPECTED AND APPROVED BY TPW, WATER DIVISION. a M GRAVELED AREAS, SHEDS OR OTHER FREE STANDING PAVEMENT OR LANDSCAPE GRADES. CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND s a. co 3. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE METAL UPGRADING OF THESE ESG FACILITIES IS THE fi. ALL PUBLIC PIPE AND FITTINGS SHALL BE DUCTILE IRON CEMENT-LINED OF NEW MANUFACTURE R a o BUILDINGS (CONSTRUCTED OF WOOD, CONCRETE, " " N ONLY - ADDITIONAL UNDERGROUND UTIUTIES MAY EXIST. ETC.)BUILDlNG FOUNDATIONS, FENCES, RAILING, MACHINERY, 3. SANITARY SEWER CLEANOUT CONSTRUCTION SHALL RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL AND MADE IN THE USA. PIPE SHALL BE TYTON JOINT DUCTILE IRON, CLASS 52. ALL FITTINGS + . o O M THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS CONFORM TO UNIFORM PLUMBING CODE AND THE CITY OF CONSTRUCTION IS COMPLETED AND APPROVED BY THE SHALL BE MJ (MECHANICAL JOINT) UNLESS OTHERWISE SPECIFIED. _ � PRIOR TO CONSTRUCTION AND SHALL ARRANGE FOR THE ETC. WITHIN THE CLEARING LIMITS. THE ITEMS LISTED TIGARD STANDARDS. LOCAL JURISDICTION AND VEGITATION LANDSCAPING IS _ RELOCATION OF ANY IN CONFLICT WITH THE PROPOSED ABOVE SHALL BE DISPOSED OF OFF-SITE. IT SHALL BE ESTABLISHED. THE DEVELOPER SHALL BE RESPONSIBLE FOR 7• COVER FOR ALL PUBLIC WATER MAINS IN STREET AND RIGHTS-QF-WAY SHALL BE 36". `" O CONSTRUCTION. THE CONTRACTORS RESPONSIBILITY TO CONFIRM THE BACKFILL SHALL BE 3/4"-0" GRAVEL. ' Q � NUMBER OF STRUCTURES TO BE REMOVED. 4. A MINIMUM OF 10 FEET HORIZONTAL SEPARATION, AND 1.5 MAINTENANCE AFTER THE PROJECT IS APPROVED UNTIL Lo 4. THE ENGINEER HAS BEEN RETAINED TO PROVIDE DESIGN FEET VERTICAL SEPARATION IS REQUIRED BETWEEN ALL LOTS ARE SOLD. 8. ALL VALVE-OPERATING NUTS SHALL BE WITHIN 36" OF FINISHED GRADE, OTHERWISE VALVE 3. ALL BURIED STRUCTURES I.E. TANKS, LEACH LINES, DRAIN WATERLINES AND SANITARY LINES. CONSTRUCTION 'MUST AND CONSTRUCTION REVIEW SERVICES RELATING TO THE ( OPERATING NUT EXTENSIONS .WILL BE REQUIRED. �+ TILE AND PIPES) NOT DESIGNED TO REMAIN ON-SITE MEET DEQ, STATE WATER RESOURCES BOARD 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS CONTRACT. SHALL BE REMOVED AND THE RESULTING EXCAVATIONS REQUIREMENTS AND OREGON DEPARTMENT OF HUMAN PLAN SHALL BE CLEARLY MARKED IN THE FIELD PRIOR TO 9. POURED CONCRETE THRUST BLOCKS OF AT LEAST EIGHT SQUARE FEET OF BEARING SURFACE [--+ SHALL BE PROPERLY BACKFILLED AND COMPACTED PRIOR SERVICES (OREGON HEALTH DIVISION) FOR CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO ARE REQUIRED AT EACH TEE, CROSS, AND BEND LOCATIONS (SEE DETAILS FOR MINIMUM 5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND CITY TO ANY GRADING OR FILLING OPERATIONS. THIS IS TO SEPARATION. DISTURBANCE BEYOND THE CONSTRUCTION LIMITS SHALL BE BEARING AREAS). + OF TIGARD 24 HOURS BEFORE STARTING CONSTRUCTION INCLUDE STUMPS AND ROOT BALLS OF TREES TO BE PERMITTED. THE MARKINGS SHALL BE MAINTAINED BY THE OR RESUMING WORK AFTER SHUTDOWNS, EXCEPT FOR REMOVED FROM THE SITE. 5. ALL TESTING OF PUBLIC SANITARY SEWERS ARE TO BE APPLICANT/CONTRACTOR FOR THE DURATION OF 10. ALL 2" WATER SERVICES SHALL CONSIST OF A MJ x 2" IPT TEE AND 2" IPT x 110 COMPRESSION NORMAL RESUMPTION OR WORK FOLLOWING SUNDAYS ,OR CONSTRUCTED AND INSPECTED IN ACCORDANCE WITH CONSTRUCTION. FITTING AS MANUFACTURED BY MUELLER COMPANY. HOLIDAYS. 4. ALL UNSUITABLE MATERIAL (SOIL, DEBRIS, VEGETATIONS) THE CITY OF TIGARD REQUIREMENTS AND PRIVATE R11. FIRE HYDRANT ASSEMBLY CONSISTS OF A MJ x 6" FLG. (FLANGE) TEE, fi" FLG. x MJ GATE REMOVED DURING THE CLEARING AND GRUBBING SANITARY SEWER IN ACCORDANCE WITH UNIFORM 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE 6. THE CONTRACTOR SHALL ASSIST THE ENGINEER IN PREPARING AS CONSTRUCTED DRAWINGS AND SHALL KEEP OPERATIONS SHALL BE REMOVED BY THE CONTRACTOR PLUMBING CODE REQUIREMENTS. CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND VALVE, 6" MJ x MJ HOLDING SPOOL, AND A MODERN MUELLER CENTURION FIRE HYDRANT, GRADING ACTIVITIES AND IN SUCH A MANNER TO INSURE A DETAILED PLAN SHOWING ALL CHANGES TO THE AND DISPOSED OF OFF-SITE IN A SUITABLE LOCATION A-442, 6" MJ, 5-1/4" MVO, 3-PORT (2-2� NST HOSE CONNECTION, 1-42"NST PUMPER), 12" APPROVED PLAN SET. APPROVED BY THE ENGINEER AND THE CITY OF TIGARD. 6. ALL TRENCHES PARALLEL TO THE BUILDING FOOTING SHALL THAT SEDIMENT AND SEDIMENT LADEN WATER DOES NOT PENTAGON OPERATING NUT, OPENING LEFT, COLOR: YELLOW; APPROVED EQUAL- MUELLER M BE KEPT OUT OF THE ANGLE OF REPOSE FOR THE , ENTER THE DRAINAGE SYSTEM,'ROADWAYS OR VIOLATE 5. EXCAVATORS MUST COMPLY WITH ALL PROVISIONS OF ORS BUILDING FOOTING. APPLICABLE WATER STANDARDS. CENTURION A-423, WATERIOUS PACER 6790, CLOW MEDALLION. 7. A DEMOLITION PERMIT IS REQUIRED FOR REMOVAL OF 757.541 TO 757.571 INCLUDING NOTIFICATION OF ALL I EXISTING BUILDINGS AND SHALL BE OBTAINED BY THE 7. NO DRAINAGE PIPING OR PART THEREOF WHICH IS 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE MINIMUM 12. EACH FIRE HYDRANT SHALL BE NSTALLED UPON A PRE-FORMED CONCRETE BLOCK WITH 1 CONTRACTOR. OWNERS OF UNDERGROUND FACILITIES AT LEAST 48 " CONSTRUCTED OF MATERIALS OTHER THAN THOSE REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING CUBIC YARDS OF CRUSHED 2 -4" DRAIN ROCK. TARPAPER WILL BE LAID ON TOP OF THE �p BUSINESS DAY HOURS, BUT NOT MORE THAN 10 BUSINESS APPROVED FOR USE UNDER OR WITHIN A BUILDING, SHALL CONSTRUCTION PERIOD, THE ESC FACILITIES SHALL BE DRAIN ROCK TO SEPARATE THE ROCK FROM EARTH COVER. 00 8. ALL UNDERGROUND PUBLIC UTILITIES SHALL BE TESTED, DAYS BEFORE COMMENCING EXCAVATION. BE INSTALLED UNDER OR WITHIN 5 FEET OF ANY BUILDING UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS 00-% AND ACCEPTED BY THE CITY OF TIGARD AS REQUIRED OR STRUCTURE OR PART THERE OF, NO LESS THAN ONE AND TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN 13• ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OF 3 FEET VERTICALLY OF A WATER M PRIOR TO PAVING. 6• ALL EMBANKMENT REQUIRED SHALL BE STRUCTURAL FILL FOOT BELOW THE SURFACE OF THE GROUND. THIS WATER DOES NOT LEAVE THE SITE. MAIN SHALL BE ENCASED IN A REINFORCED CONCRETE JACKET 6" THICK FOR A DISTANCE OF - MEETING THE REQUIREMENTS AND SPECIFICATIONS OF THELo 9. THE CONTRACTOR IS RESPONSIBLE FOR COMPLETING THE GEOTECHNICAL INVESTIGATION PREPARED BY GEODESIGN INCLUDES STRUCTURES SUCH AS PORCHES AND STEPS, 10 FEET ON BOTH SIDE OF THE CROSSING. WHERE CROSSINGS ARE NECESSARY, THEY MUST �SITE TRAFFIC CONTROL PLAN AND SUBMITTING TO THE CITY DATED SEPTEMBER 14, 2011. WHETHER COVERED OR UNCOVERED, BREEZEWAYS, ROOFED 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE BE MADE AT APPROXIMATELY 90 DEGREES WITH AT LEAST 18" OF SEPARATION BELOW THE PORTS-COACHERES, ROOFED PATIOS, CARPORTS, APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY WATER LINE. OF TIGARD FOR REVIEW. 7. TREES NOT DESIGNATED TO BE REMOVED SHALL BE APPURTENANCES. LATERALS SHALL BE INSTALLED AT TO ENSURE THEIR CONTINUED FUNCTIONING. PROTECTED AT ALL TIMES. MINIMUM 1 PERCENT SLOPE UNLESS NOTED ON PLANS. 14. All MAINS WITH A STATIC PRESSURE UP TO 100 PSI (POUNDS PER SQUARE INCH) SHALL BE ENGINEERS NOTE TO THE CONTRACTOR: 7. AT NO TIME SHALL THE SEDIMENT BE ALLOWED TO TESTED AT 150 PSI FOR 1 HOUR WITH A MAXIMUM LOSS OF 5 PSI. WATER MAINS WITH A 8. CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE 8. ALL SANITARY SEWERS ARE TO BE AS INDICATED ON THE ACCUMULATE MORE THAN )� THE BARRIER HIEIGHT. ALL, STATIC PRESSURE GREATER THAN 100 PSI SHALL BE PRESSURE TESTED AT 1.5 TIMES THE W 4 1. EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES TRAFFIC CONTROL ALONG THE EXISTING ROADS AS PLANS AND SHALL BE TESTED IN ACCORDANCE_WITH THE CATCHBASINS AND CONVEYANCE LINES SHALL BE CLEANED STATIC PRESSURE FOR 1 HOUR WITH A MAXIMUM LOSS OF 5 PSI. I- OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED REQUIRED BY THE CITY OF TIGARD. CITY OF TIGARD AND THE UNIFORM PLUMBING CODE. PRIOR TO PAVING. THE CLEANING OPERATIONS SHALL NOT 15, UPON SATISFACTORY COMPLETION OF TESTING, THE NEW MAINS AND CONNECTIONS TO EXISTING Z BY A SEARCH OF AVAILABLE RECORDS. TO,THE BEST OF LATERALS TO BE PVC 3034 AND GREEN IN COLOR UNLESS FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM bi OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS, IF DIRECTED OTHERWISE BY THE CITY OF TIGARD. SYSTEM, MAINS SHALL BE CLEANED AND FLUSHED WITH POTABLE WATER PRIOR TO DISINFECTION. U V) THE CONTRACTOR IS TO FLUSHING VELOCITIES SHALL BE AT LEAST 2.5 FEET PER SECOND. DISINFECTION SHALL BE IN EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR ANY CONFLICTS ARE DISCOVERED, 9, ALL LINES SHALL BE FLUSHED PRIOR TO VIDEO INSPECTION. 8. STABILIZED GRAVEL CONSTRUCTION ENTRANCES SHALL BE IS REQUIRED TO VERIFY AND TAKE DUE. PRECAUTIONARY INFORM THE ENGINEER IMMEDIATELY. ACCORDANCE WITH AWWA STANDARD C651-92, THE STATE HEALTH DIVISION AND CITY- MEASURES TO PROTECT THE UTILITY LINES SHOWN ON INSTALLED AT THE BEGINNING OF CONSTRUCTION AND � REQUIREMENTS. THE CONTINUOUS FEED METHOD OF DISINFECTION SHALL BE USED. ry DISINFECTING MIXTURE SHALL BE A CHLORINE-WATER SOLUTION HAVING A FREE CHLORINE � ~ THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES 10. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND - SHALL BE MAINTAINED FOR THE DURATION OF THE RESIDUAL OF 4IXTU MGA L BE A AMS PER LITER). THE DISINFECTION MIXTURE WILL BE ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, LICENSES BEFORE STARTING CONSTRUCTION. PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR PREPARED BY INJECTING A CALCIUM/SODIUM HYPOCHLORITE AND WATER SOLUTION INTO THE z cr_ J N THESE DRAWINGS. STORM NOTES: THE DURATION OF THE PROJECT. PIPELINE AT A MEASURED RATE WHILE FRESH POTABLE) WATER IS ALLOWED TO FLOW THROUGH 0_ �- 11. THE CONTRACTOR AND/OR SUBCONTRACTOR SHALL HAVE THE PIPELINE SO THAT THE CHLORINE-WATER SOLUTION IS OF THE SPECIFIED STRENGTH. Z A MINIMUM OF ONE SET OF APPROVED PLANS ON THE. JOB " � � 2. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE SET AT ALL TIMES. 1. ALL STORM SEWER SERVICE LATERALS TO BE 4 PVC PIPE 9. STORM DRAIN INLETS, BASINS, AND AREA DRAINS SHALL TREATED (CHLORINATED) WATER SHALL BE RETAINED IN THE PIPELINE LONG ENOUGH TO (� (n � o AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONFORMING TO ASTM SPECIFICATION D3034 (SDR-35), BE PROTECTED UNTIL PAVEMENT SURFACES ARE DESTROY ALL NONSPORE-FORMING BACTERIA. TYPICAL RETENTION PERIOD IS 24 HOURS. ATW Q I- O CONDITIONS DURING THE COURSE OF CONSTRUCTION OF 12. THE CONTRACTOR SHALL DETERMINE THE TYPE OF UNLESS NOTED OTHERWISE. _ COMPLETED AND/OR VEGETATION IS RE-ESTABLISHED. THE END OF THE 24-HOUR PERIOD, .THE PIPELINE IS TO HAVE A FREE CHLORINE RESIDUAL OF z < O THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND EQUIPMENT AND METHOD TO USE TO ACHIEVE REQUIRED A LEAST 10 MG/L AFTER SATISFACTORY CHLORINATION FLUSH THE WATER FROM THE LINE Q PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND COMPACTION. THE CONTRACTOR SHALL ARRANGE FOR A 2• FINISHED RIM ELEVATIONS OF CLEANOUTS WITHIN 10. PAVEMENT SURFACES AND VEGETATION ARE TO BE PLACED UNTIL THE WATER THROUGHOUT THE PIPELINE IS EQUAL CHEMICALLY AND BACTERIOLOGICALLY ~ O �-) ED NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT GEOTECHNICAL ENGINEER TO TEST AND CERTIFY SOIL PAVEMENT OR LANDSCAPE AREAS ARE APPROXIMATE. AS RAPIDLY AS POSSIBLE. TO THE PERMANENT SOURCE OF SUPPLY. V) Z F- O THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD COMPACTION. THE CITY OF TIGARD AND THE ENGINEER FINISHED RIM ELEVATIONS SHALL MATCH FINISHED Z < w THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND SHALL RECEIVE COPIES OF ALL GEOTECHNICAL PAVEMENT OR LANDSCAPE GRADES. 11. SEEDING SHALL BE COMPLETED NO LATER THAN OW a ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE INSPECTION AND TEST REPORTS. SEPTEMBER 1 FOR EACH PHASE OF CONSTRUCTION. DISPOSE OF THE DISINFECTION WATER IN A APPROVED MANNER. DO NOT ALLOW DISINFECTION U cr_ PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR - 3. STORM SEWER CLEANOUT CONSTRUCTION SHALL CONFORM WATER TO FLOW INTO A WATERWAY WITHOUT ADEQUATE DILUTION OF OTHER SATISFACTORY U Q LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE 13. PIPE BEDDING SHALL CONFORM TO THE GRANULAR BEDDING TO UNIFORM PLUMBING CODE AND CITY OF TIGARD 12. IF THERE ARE EXPOSED SOILS OR SOILS NOT FULLY METHODS OF REDUCING CHLORINE RESIDUALS TO A SAFE LEVEL AS MANDATED BY DEQ. o O OWNER OR THE ENGINEER. AND BACKFILL REQUIREMENTS OF THE CITY OF TIGARD. STANDARDS. ESTABLISHED BY OCTOBER 1ST THROUGH APRIL 30TH, THE AFTER DISPOSAL AND FLUSHING OF THE DISINFECTION SOLUTION, THERE WILL BE ANOTHER LL.I J F- BEDDING SHALL BE 3/4"-0" CRUSHED ROCK. WET NEATER EROSION PREVENTION MEASURES WILL. BE IN 24-HOUR RETENTION PERIOD PRIOR TO BACTERIOLOGICAL TESTING. BACTERIOLOGICAL TESTS v) 3. CONTRACTOR SHALL VERIFY ALL CONDITIONS, DEPTHS, 4. A MINIMUM OF 2 FEET HORIZONTAL SEPARATION IS EFFECT. SEE THE EROSION PREVIENTION AND SEDIMENT WILL BE TAKEN BY TPW. LOCATIONS AND DIMENSIONS OF EXISTING UTILITIES AND REQUIRED BETWEEN WATERLINES AND SANITARY AND CONTROL PLANNING AND DESIGN MANUAL Q 14. WITHIN BUILDING, PAVEMENT, AND OTHER STRUCTURAL AREAS, (CHAPTER 4 SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER STORM MANHOLES. ALL CONSTRUCTION MUST MEET DEQTRENCH BACKFILL PLACED ABOVE THE PIPE ZONE SHOULD AND STATE WATER RESOURCES BOARD REQUIREMENTS FOR FOR REQUIREMENTS. 16. WATER METERS WILL BE INSTALLED BY TPW UPON INDIVIDUAL REQUEST AND J 0 PRIOR TO THE COMMENCEMENT OF WORK. PAYMENT BY OTHERS BE COMPACTED TO AT LEAST 92% OF MAX. DRY DENSITY, AS (OWNERS). ALL WATER METERS CONNECTED TO AN IRRIGATION SYSTEM {/) SEPARATION. 13. THE DEVELOPER SHALL REMOVE ESC MEASURES WHEN MUST HAVE THE PROPER OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE, MINIMUM Ix DETERMINED BY ASTM D 1557, AT DEPTHS GREATER THAN 2' � � PIPE TRENCHES ADJACENT TO FOOTINGS BELOW THE FINISHED SUBGRADE, AND 95% OF MAX. DRY VEGETATION IS FULLY ESTABLISHED. OF A DCVA (DOUBLE CHECK VALVE ASSEMBLY) INSTALLED ON THE PROPERTY SIDE OF THE 5. PUBLIC STORM SEWER SYSTEM SHALL BE SUBJECT TO v+ DENSITY, AS DETERMINED BY ASTM D 1557, WITHIN 2' OF WATER METER. IN ADDITION EVERY METER FOR COMMERCIAL MULTI-FAMILY INDUSTRIAL, AND MANDREL DEFLECTION AS PER APWA PART 00445.73 AND INSTITUTIONAL SERVICE REGARDLESS OF SIZE SHALL HAVE THE PROPER OREGON STATE Ui ALL TRENCHES DEEPER THAN THE FOOTING OF ANY BUILDING OR FINISHED SUBGRADE. IN ALL OTHER AREAS, TRENCH BACKFILL VIDEO INSPECTIONS PER APWA PART 00445.74, PRIVATE ROADS: APPROVED BACKFLOW PREVENTION DEVICE MINIMUM OF A DCVA INSTALLED ON THE -PROPERTY cn STRUCTURE AND PARALLELING THE SAME MUST BE AT LEAST 45 TRENCH BACKFILL ABOVE THE PIPE ZONE SHOULD BE COMPACTED STORM SYSTEM SHALL BE CONSTRUCTED AND INSPECTED SIDE OF THE METER. THE BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED AND TESTED J z DEGREES (0.79 RAD) THEREFROM, UNLESS PERMISSION IS TO AT LEAST 92% OF MAX. DRY DENSITY, AS DETERMINED IN ACCORDANCE WITH UNIFORM PLUMBING CODE 1. MATERIAL IN SOFT SPOTS WITHIN THE ROADWAY SHALL BE BY THE OWNER, WITH THE RESULTS FORWARDED TO TPW WATER DIVISION, BEFORE WATER _j OTHERWISE GRANTED BY THE AUTHORITY HAVING JURISDICTION. BY ASTM D 1557. REQUIREMENTS. REMOVED TO THE DEPTH REQUIRED TO PROVIDE A FIRM SERVICES CAN BEGIN. O FOUNDATION AND SHALL BE REPLACED WITH PIT RUN _ THE WEIGHT OF A STRUCTURE IS NOT SIMPLY IMPOSED 15. ALL AREAS OF FILL THAT WILL BE WITHIN A FUTURE 6. ALL TRENCHES PARALLEL TO THE BUILDING FOOTING SHALL CRUSHED ROCK. THE ENTIRE SUBGRADE SHALL BE U r! VERTICALLY, DIRECTLY BELOW THE BASE PAD OF ITS FOOTING. BUILDING ENVELOPE SHALL BE. COMPACTED IN ACCORDANCE BE KEPT OUT OF THE ANGLE OF REPOSE FOR THE THOROUGHLY COMPACTED TO A RELATIVE DENSITY OF 95% 17. UPON COMPLETION OF INSTALLATION OF THE PUBLIC WATER SYSTEM, THE CONTRACTOR OR OWNER U) SHALL ADVISE TPW OF THE TOTAL CONSTRUCTION COSTS TO WHICH WILL BE ADDED 10% FOR a WEIGHT LOADING RADIATES FROM THE BASE PAD THE PROPORTION WITH THE IBC. BUILDING FOOTING. OF AASHTO T-180 (ASTM 1557). 4" ROCK IS THE MAXIMUM TPW INSPECTIONS, WATER LOSS, OVERHEAD, ADMINISTRATION, SAMPLING, ETC. AND 2% FOR w OF THE LOAD BEING VARIABLE FROM MAXIMUM IN THE VERTICAL ALLOWABLE ROCK SIZE. ENGINEERING REVIEW, INCLUDING "AS-BUILTS" DRAWINGS, UPDATING MASTER MAP, INTERSECTION uj PLANE TO MINIMUM AT A POINT RADIATION 45 DEGREES FROM THE 16. THE CONTRACTOR SHALL PROVIDE PROTEC11ON TO 7. NO DRAINAGE PIPING OR PART THEREOF WHICH IS VERTICAL. ADJOINING PROPERTY FROM EXCAVATION AND FILL CONSTRUCTED OF MATERIALS OTHER THAN THOSE 2. WET WEATHER CONSTRUCTION AND OTHER UNFORESEEN MAPS, ETC. M ACTIVITIES AND FROM SEDIMENTATION DUE TO RUNOFF. APPROVED FOR USE UNDER OR WITHIN A BUILDING, SHALL CONDITIONS MAY REQUIRE THAT GEOTEXTILE FABRIC BE OPERATION OF VALVES IN THE TIGARD WATER SERVICE AREA IS PROHIBITED r7 •r' CONSEQUENTLY, PIPING INSTALLED WITHIN THIS 45-DEGREE ARC THIS MAYBE ACCOMPUSHED BY THE INSTALLATION OF BE INSTALLED UNDER OR WITHIN 5 FEET OF ANY BUILDING PLACED ON THE SUBGRADE. IN THIS EVENT, THE O c WOULD CARRY SOME PORTION OF THE LOAD IMPOSED AT THE APPROPRIATE DRAINAGE DITCHES NEAR THE PROPERTY OR STRUCTURE OR PART THERE OF, NO LESS THAN ONE CONTRACTOR IS TO CONSULT WITH THE GEOTECHNICAL `-' i FOOTING PAD. THIS COULD RESULT IN EVENTUAL PIPE FAILURE, BOUNDARIES AND BY KEEPING GRADING ACTIVITIES AT FOOT BELOW THE SURFACE OF THE GROUND. THIS ENGINEER AND WORK TO THE WRITTEN RECOMMENDATIONS BUILDING SETTLEMENT, OR BOTH. LEAST 2 FEET AWAY FROM PROPERTY BOUNDARIES, AS INCLUDES STRUCTURES SUCH AS PORCHES AND STEPS, PROJECT RECORD DRAWINGS: OF THE GEOTECHNICAL ENGINEER. � REQUIRED BY THE IBC. WHETHER COVERED OR UNCOVERED, BREEZEWAYS, ROOFED P RI cn THE AUTHORITY HAVING JURISDICTION MAY GRANT PERMISSION TO PORTS-COACHERES, ROOFED PATIOS, CARPORTS, 1. CONTRACTOR TO KEEP AN ACCURATE AND CURRENT SET 3. THE CONTRACTOR SHALL NOTIFY THE CITY OF CANBY FOR OF REDLINED AS-BUILT DRAWINGS ON-SITE FOR THE ,HAVE THE DITCH CLOSER THAN THE 45-DEGREE (0.79 RAD) APPURTENANCES. LATERALS SHALL BE INSTALLED AT INSPECTIONS (1) WHEN THE SUBGRADE IS COMPLETE, (2) DURATION OF THE PROJECT. REDLINED AS-BUILT DRAWINGS ANGLE FROM THE BOTTOM OF THE BUILDING FOUNDATION, MINIMUM 2 PERCENT SLOPE UNLESS NOTED ON PLANS. 24 HOURS PRIOR TO PLACEMENT OF ROCK BASE MATERIAL SHALL ACCURATELY RECORD ALL CHANGES MADE DURING o PROVIDED THE SOIL IS EXTREMELY STABLE SUCH AS SANDSTONE. AND (3) 24 HOURS PRIOR TO FINAL PAVING FOR AN - CONSTRUCTION` INCLUDING BUT NOT LIMITED TO THE INSTALLATION OF REGULATIONS. SAND FILL OR MACHINE 8. THE CONTRACTOR SHALL USE PIPE MATERIALS AS INSPECTION OF THE WORK AND AT PROOF-ROLL FOR ELEVATIONS SLOPES LENGTHS AND HORIZONTAL LOCATION. r ti COMPACTION UP TO THE ANGLE OF REPOSE MAY BE PERMITTED DESCRIBED ON PLANS. ANY REVISIONS SHALL BE CURB AND GUTTER AND FINAL PROOF-ROLL PRIOR TOREDLINED AS-BUILT DRAWINGS WILL ALSO SHOW SIZE AND " _ n � BY THE AUTHORITY HAVING JURISDICTION. SEE FIGURE BELOW FOR APPROVED BY THE DESIGN ENGINEER AND THE CITY OF PAVING. `r =3A DRAWING OF CORRECT AND INCORRECT TRENCHES. TIGARD. LOCATION OF PRIVATE FRANCHISE UTILIT1ES, LANDSCAPE p', K1 PIPING AND SLEEVING AND SITE LIGHTING ELECTRICAL a&ru 06/30/3 4, THE ROADWAY MUST BE PROOF-ROLLED UNDER INSPECTION RUNS. 9. ACCEPTABLE STORM DRAIN MATERIALS ARE AS SHOWN ON OF THE ENGINEER AND THE CITY OF .TIGARD WHEN THE PLAN AND PROFILE SHEETS. SUBGRADE IS COMPLETE AND WHEN THE TOP ROCK IS DATE: 03/05/2012 2. REDLINED AS-BUILT DRAWINGS WILL IDENTIFY AND E 10. STORM DRAIN PIPES SHALL BE RUBBER GASKETED. INSTALLED PRIOR TO PAVING. DESCRIBE UNEXPECTED VARIATIONS OF SUBSURFACE DRAWN BY: CPK LATERALS TO BE PVC 3034 AND WHITE IN COLOR. 5. THE ASPHALT CONCRETE PAVEMENT SHALL BE PROVIDED CONDITIONS AND LOCATIONS OF ANY UTILITIES PROD. MGR: CPK ENCOUNTERED. FROM A MIX FORMULA AS SPECIFIED BY 2008 ODOT/APWA \� f` � *,. 11. PIPES SHALL BE FLUSHED PRIOR TO VIDEO INSPECTION. oi OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION, 3. CONTRACTOR SHALL PROVIDE OWNER OR OWNERS CHECKED BY: CPK / TRENCH / SECTION 00745 FOR 1 2 DENSE MIX ASPHALT. THE REPRESENTATIVE WITH REDLINED COPY OF PLANS SHOWING cv -� ' TRENCH PROJECT NUMBER CONTRACTOR SHALL PROVIDE THE ENGINEER WITH CERTIFICATE CONSTRUCTED AS-BUILT ELEVATIONS, LOCATIONS AND OF COMPLIANCE FROM THE ASPHALT PAVEMENT PLANT UNLESS PLAN DEVIATIONS. REDLINED AS-BUILT DRAWINGS TO BE M E T. 0 0 1 BUILDING' FOOTING S R FOOTING % SEWER OTHERWISE INDICATED. SUBMITTED TO OWNERS REPRESENTATIVE ONE, WEEK PRIOR 45 0.79 RAD f -- SEE SITE PLAN FOR ADDITIONAL PAVEMENT SPECIFICATIONS TO REQUESTING WALK THROUGH AND/OR ACCEPTANCE OF CASE FILE NUMBER AND SECTIONS. SUBSTANTIAL COMPLETION. 4. AS-BUILTS REQUIRED FOR THE CITY OF TIGARD WILL ---- INCORRECT CORRECT REQUIRE A POST-CONSTRUCTION SURVEY. SHEET NUMBER a PIPE TRENCHES ADJACENT TO FOOTING 0102 0F l - ■ '�. Z ��,✓\ �+/ ; .: , . ., DEMOLITION- NOTES: AC SD CB ,w ~� . :�•6` iWP��\' p E D REMOVE EXISTING STRUCTURE. CONTRACTOR TO COORDINATE WITH OWNERS — c '� REPRESENTATIVE BEFORE REMOVAL OR DEMOLITION. vo 4 16 4 Q2 REMOVE EXISTING CONCRETE. M " 2 IST AA PIN . I a 16 8 2 A REMOVE EXISTING ASPHALT PAVEMENT. U G �� 9 2D � ' PINE 20 P Q REMOVE EXISTING FENCE/REPLACE WITH NEW. L�r / - •' �`a M " PINS 2 SEE ARCHITECTURAL PLANS FOR DETAILS. - W w ` 16 PINE "° I 20 0 10 20 4o W r ." . • 20 • . M " 20 -` Q5 EXISTING 60" PINE TO REMAIN IN PLACE. CONTRACTOR TO j o P 16 P E PRESERVE ROOT SYSTEM FROM DAMAGE DURING CONSTRUCTION. Q R `I M PINE-' PIN 2 1 inch - 20 ft. <, _r_ a o 11 ,20" 2 ►► �r Q REMOVE WOODEN RAMP. p O M PINE Q * " PINE ' € 2 7 REMOVE EXISTING CATCHBASINS (3). O " 12" 2 6 2*�" " f I P ►E ui ' 6 � REMOVE EXISTING STORM MANHOLE. -EGENQ to a ~ DEC2*g" rn PINE � , Q W �o � �. . GRASS ��� 15 o .. 2 DEC , , �...__.. " w Q REMOVE EXISTING INLET/CONTROL STRUCTURE - REPLACE -O- EXISTING UTILITY POLE WITH DROP M" �/�''� ��`� 26 2 1' PIN ?INE . I � r► C WITH PROPOSED STRUCTURE - SEE STORM PLAN SHEET C106. UG �..� -O- EXISTING UTILITY POLE `J8 M S��C DEC '`�. 2 AC 14 ,D %4 I/20 U- A EXISTING _STORM LINE TO BE IN-FILLED WITH CONCRETE Q 16" F�° 278" �F�► I L u SLURRY MIX. NOTE LINE LOCATION IS APPROX. E---- EXISTING UTILITY POLE GUY ANCHOR M 6 PLAN ED EA 3 2 z CONTRACTOR TO LOCATE AND IN-FILL AS DESCRIBED. ' " .� ��0 ' Q 1 EXISTING DRIVEWAY DROP TO REMAIN IN PLACE. ' EXISTING LIGHT 6 '"1- DEC" CONTRACTOR TO PROTECT FROM DAMAGE DURING CONSTRUCTION. -p- � EXISTING UTILITY POLE WITH LIGHT 8 2*8 d I GRASS --' y V'EC- I © BEGIN DRIVEWAY DEMO AT SAWCUT LINE, OJB EXISTING HAND HOLE JUNCTION BOX OR AM NTAL t 88 - 8 BEGIN DEMO ON SOUTH SIDE OF SAWCUT, 8 I ® EXISTING TRAFFIC SIGNAL POLE M 2 -` DEC" © EXISTING LIGHT TO BE REMOVED (TYPICAL) (3)FRUIT ®'" PINE 2*8 U-� EXISTING PEDESTRIAN SIGNAL UTILITY BOX TO REMAIN - ADJUST TO PROPOSED SIDEWALK GRADE. tp 2*8w ' - ' >- 20" r' 4 ® INSTALL NEW PEDEDESTRAIN SAFE TOP IF NEEDED.Li ® EXISTING GAS METER s p00 PINE 'GRASS ® EXISTING STORM DRAINAGE SIPHON CATCH BASIN ^ " , EC © EXISTING POLE AND GUY WIRE TO BE REMOVED po ` 24 *8" ® EXISTING STORM DRAINAGE CATCH BASIN p ~� U rl r UIj Lo AC '` •�C CONC QEC I =� AEXISTING BENCH TO BE REMOVED. p SD CO EXISTING STORM DRAIN CLEAN OUT v `-' 8" I o "P ° 0 1 A3*4 8" C VERIFY WITH PROPERTY OWNER BEFORE HAUL-OFF. ` HVC - =D Z I m EXISTING WATER VALVE .- m �, BRICK ORNAMENTAL Q EXISTING GAS METER CONNECTION. " O --~ `-` -� 2*4-6" t8 • EXISTING DECIDUOUS TREE EXISTING ELECTRICAL 3 © `'� - > A EXISTING UNDERGROUND BOX TO BE REMOVED AND' 0 2 QE�1, s 2 10 UTILITY DISCONNECTED, CONTRACTOR TO MAINTAIN EXISTING EVERGREEN TREE W CONDUIT TO REMAIN ` �� © / UTILITY INTACT IF NEEDED FOR PROPOSED BUILDING. AND BE PROTECTED. RUIT J / 6 ` ' ,,� ,� W `� .�� -'' ® NOT USED. EXISTING DECIDUOUS TREE TO BE REMOVED L�.1 Jcg� 2*8 w ` \ ,/� \ ,� p �' EXISTING EVERGREEN TREE TO BE REMOVED U D A V -- . 2 tZ • EXISTING WATER QUALITY SWALE TO REMAIN. ' r U �� /� SD V �� ® SEE LANDSCAPE PLANTING PLAN FOR ADDITIONAL PLANTINGS. ~ ' _ _° Q M EXISTING MAPLE (f) (� ,F hex --- --� CD -- ` � -- -Z ISD-- - ~ RUT --''` SD OB _ - S / �, --'" 1 A REMOVE EXISTING STORM CLEANOUT. Z � � _ DEC EXISTING DECIDUOUS Q J �'`� a ^r 6 _ _SD_ - SD 1 7 © _J Q N 8� 7 3 t'fNE f CEDAR 1 © EXISTING FENCE TO REMAIN IN PLACE. 3*4-8 EXISTING 3 TREE STEMS AT 4 TO 8 �., ~ z � " " CONTRACTOR TO PROTECT FROM DAMAGE._ — to o 4 6-12" o CURB 60 ca 2*6 PUMP -•� I -a- EXISTING SIGN Q z .1 z 2 v� 2 WATER Q EXISTING WATER TOWER TO REMAIN. � EXISTING OIL TANK FILL HOLE Z O 'Q ~ O $ ( \ ��l ; 2 5 BU{LDING "l HOUSE T WER CONTRACTOR TO PROTECT FROM DAMAGE. O — z Q A VIAS CB / m A EXISTING PUMP HOUSE TO REMAIN. X EXISTING FIaIGE C..) F_ O U 0 CONIC EXISTING CONCRETE 1 CURB - - REMOVE'EXTG EXTG OVERHEAD FEEDER TO O O Q a O CONTRACTOR TO PROTECT FROM DAMAGE. CO `z 7 - r 1 1 PUMPHOUSE, PROTECT ELECTRICAL SERVICE z W .. � AC EXISTING ASPHALT FOR NEW CONNECTION TO PUMP HOUSE. W Q 4• 2 I - REFER TO ELECTRICAL DRAWINGS. HVC EXISTING HEAT PUMP (� ,t © (n L� EXISTING STORM MANHOLE TO REMAIN. E- `i - - - • • - - - / SEE STORM PLAN SHEET C106 FOR MORE INFO. EXISTING SURVEY MONUMENT AS NOTED X W J x : / � ) `� J \ r r a r r • r r r ,�` 4 - LTJ - V l Q EXISTING CURB 2 .•"'• : ' :: :• EXISTING OIL .TANK FILL HOLE. � D <O L i jry CONTRACTOR TO EXCAVATE AND REMOVE EXISTING .777771 Aa _j ��1gO I - - - - - ' Y • - OIL TANK. TANK TO BE REMOVED AND ABANDONED �- EXISTING CONCRETE -� • .� PER OREGON DEQ ENVIRONMNATAL GUIDELINES }- 3 • - `�' - - :•� ` ; .,- .: C' AND PERMITTING REQUIREMENTS. 190 EXISTING CONTOUR (5') o FRUIT 4 r _ r r ; •. •�'' ' . `': .• 188 EXISTING CONTOUR 1' * „� _• ., ' • a � � © EXISTING HEAT PUMP TO BE REMOVED. ( � Cr w 6 2yB ( 2 r r r ..M' r�`:� - -- — — EXISTING PROPERTY LINE Li o $ D EXISTING STORM DRAIN MANHOLE cn _ 7 -- EXISTING RETAINING WALL TO REMAIN. J x REMOVE fi00A ELECTRICAL ,� f ��`'•� . 'f ''• `' 'Y� ' '' '+ I CONTRACTOR TO PROTECT FROM DAMAGE. EXISTING SANITARY MANHOLE rW, '-SERVICE SERVING PORTABLES I I ` ` -� ` ` 1 �-`-� NOTE: DEMOLITION IN PUBLIC STREET ROW EXISTING STORM LINE U I , AND MAIN BLDG. LOCATED -- - EXISTING SANITARY SEWER t U t-a-► WITH THE EXCEPTION OF ON-SITE SITE SIDEWALK REMOVAL NO ON FREESTANDING PLYWOOD 1 - o BOARD AT WEST SIDE OF I I ; �0' VEGET m `` � I'`"' DEMOLITION IS TO BE COMPLETED WITHIN THE PUBLIC ROW. � w w IF NECESSARY FOR SITE SIDEWALK REMOVAL, A SAWCUT MAY BE PORTABLES. ; E CORRIDOR BOUND ,__ "-r`-- 8~ Z PERFORMED IN THE SCHOLLS ROW AT THE BACK OF THE EXISTING p , 8 BARN I U SIDEWALK. ALL PUBLIC SIDEWALK IN THE SCHOLLS ROW THAT tf) Q EXTENDS EAST AND WEST ALONG THE ROW IS TO REMAIN. K? i WASHINGTON COUNTY FACILITIES PERMIT MUST BE IN PLACE i BEFORE ANY WORK IS PERFORMED IN THE SCHOLLS FERRY 3 �. � ` EX MH O1X ` co RIGHT-OF-WAY. EXTG. RIM:186.30 I l 184 �''-�� 12" IN (NW): 180.20 P / 12" OUT S : 180.10 �� ' _ { ) . EXTG DITCH INLET DEMOLITION GENERAL NOTES �' .7�a WETLAND BOUNDARY PER `S' \ RIM:177.7, CEDAR 1. THE CONTRACTOR SHALL BE REQUIRED TO VISIT SITE PRIOR TO PREBID MEETING TO FAMILIARIZE o FISHMAN ENVIRONMENTAL \�j�s \ �C„ / 12 OUT (W}: 175.13 � W 10 HIMSELF WITH DEMOLITION, GRADING, ETC., AND IMPROVEMENTS TO REMAIN. ;� ac w m SERVICES. \ ti ---- \ CEDAR 9 1 14 2 CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE ANY AND ALL ITEMS NOT OTHERWISE LISTED HEREIN THAT CONFLICT WITH THE CONSTRUCTION OF THE PROJECT. CONTRACTOR SHALL CONTACT `r P. KI ENGINEER IMMEDIATELY TO DETERMINE IF ANY ITEMS NOT SHOWN ON THE PLANS MUST BE \ i J' 12" OUT (S}: 177.77 {EXTG} 14 REMOVED. FAILURE TO DO SO DOES NOT RELIEVE CONTRACTOR OF RESPONSIBILITY AND COST FOR rx as/30rs a �► —t EXTG. OUTFALL PIPE TO BE - REMOVING ITEMS REQUIRED. T� FIR DATE: 03/05/2012 �kl 01� SHORTENED - SEE STORM PLAN 4"< FIR t> 12" 3. CONTRACTOR IS RESPONSIBLE FOR REVIEWING {IF APPLICABLE} ALL KNOWN ENVIRONMENTAL DRAWN BY: CPK J' �� INVESTIGATION STUDIES AND REPORTS PRIOR TO BIDDING. REPORTS ARE INCLUDED IN THE 2 PROJECT SPECIFICATIONS. CONTRACTOR TO COORDINATE WITH THE ENVIRONMENTAL ENGINEER ON Lo �C s ` 1 �. _ PROD. MGR: CPK C' \ ' ` 1 D� CLONE FENCE `I i �'� `' ~`� \ EXACT AREAS OF CONTAMINATION, IF ANY. CHECKED BY: CPK N 1 ''� 4. THE CONTRACTOR SHALL TAKE EFFECTIVE ACTION TO PREVENT THE FORMATION OF ANY o AIRBORNE DUST NUISANCE, AND SHALL BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM PROJECT NUMBER J FAILURE TO FOLLOW WASHINGTON COUNTY AND CITY OF TIGARD GUIDELINES. o EX MH OTX 8I `\, M ET. 001 � 5. ALL EXISTING REMAINING UTILITIES AND REMAINING IMPROVEMENTS THAT BECOME DAMAGED S,s RIM:174.72 ' J8Q DURING CONSTRUCTION SHALL BE COMPLETELY RESTORED TO THE SATISFACTION OF THE LOCAL CASE FILE NUMBER \�! 6 IN (E): 168.92 (CONTRACTOR TO VERIFY) AGENCY AND THE ENGINEER, AT THE CONTRACTOR'S SOLE EXPENSE. IT SHALL BE THE 15" IN (NTN): 168.72 I \ t - RESPONSIBtUTY OF THE CONTRACTOR TO DOCUMENT PRIOR DAMAGES. a \ S 15" IN (ft 162.92 8" IN (S): 164.32 i \, 6. IF ARCHAEOLOGICAL MATERIALS ARE UNCOVERED DURING GRADING, TRENCHING, OR OTHER SHEET NUMBER "' EXTG 15" OUT (SE): 162.72 J'�6� EXCAVATION, EARTHWORK WITHIN 100 FEET OF THESE MATERIALS,SHALL BE STOPPED UNTIL A c5 4 S PROFESSIONAL ARCHAEOLOGIST WHO IS CERTIFIED BY THE SOCIETY OF PROFESSIONAL 10 ARCHAEOLOGY (SOPA) HAS HAD AN OPPORTUNITY TO EVALUATE THE SIGNIFICANCE OF THE FIND a AND SUGGEST APPROPRIATE MITIGATION MEASURE, IF THEY ARE DEEMED NECESSARY. OF NN j� jg❑ SITE CONSTRUCTION NOTES. n _ LEGEND . Q CONSTRUCT HANDICAP RAMP PER ADA STANDARDS (2). fl �,.�.-;•., • 1 SEE SHEET C109 FOR DETAILS. . Qin 22 ..1 • • Mto CONSTRUCT 6" VERTICAL CURB. PROPOSED CURB ISTING � - k ' 4 " . M ❑ SEE SHEET 0109 FOR DETAIL. 0 , ...A ; d .° ' • 1, PROPOSED LYNCH STYLE CATCHBASIN ,G, Q Q P� . �� CONSTRUCT PLANTER AREA. ® W/FILTERBAG INLET PROTECTION .4 ,` J • ° ' Al' 4 . M `.',,. �" SEE LANDSCAPE PLANS FOR INFORMATION. (18 CATCHBASIN SIZE) :: ' Y a P E u 10 za 40 IN Cn-� �,9'9�( ' : 17 CONSTRUCT CONCRETE SIDEWALK. W/FlLTERBAG INLET PROTECTION "' `` ' •a . ' ® SEE SHEET C109 FOR DETAIL. ) � w - - 0�,,4r-CS91 `5 1.$ .; '' . '' - P �I I 1 Inch = 20 & SEE ARCHITECTURAL PLANS FOR SCORING DETAILS. (15 LYNCH CATCHBASIN SIZE W z � -�. ° „ IC -/ �, �`�' PI CONSTRUCT HANDICAP PARKING STALL. � EXISTING STORM DRAIN MANHOLE w o 0, I 11 V - UC .0 M 7 2G ❑D SEE THIS SHEET FOR DETAIL. Q h °i ° ' �, ,/"'� PI " P e EXISTING SANITARY MANHOLE .:­11 t o, 2Q7 INSTALL FLUSH - NONRAISED CURB ALONG NORTH N � 22 w".. :• � M °' � 6 EXISTING STORM LINE o '-� ~ PIKE I ❑ SIDE OF FIRE ACCESS FOR PEDESTRIAN USE. Z i a o 4 1. 20 -' •* 2 4 CONSTRUCT 6 FENCE. (n Z � . , ° 7 PROPOSED CONCRETE tip '-' M " a 4 ❑ SEE ARCHITECTURAL PLANS FOR INFORMATION. Ln Q w A ° 16 P E ,o / 12"' `�' ° P 1E EXISTING CURB TO REMAIN AND BE PROTECTED. - d .0 • : _ 11:4 � ~ 2 �o ❑ CONTRACTOR TO REPAIR ANY DAMAGE DURING CONSTRUCTION. EXISTING CONCRETE � . '' .°. ,. .� PIN �_�� 22 ° » 3 � � $ - • d�� ° 4 DEC .� E ° 30. . 0 �. .a 190 EXISTING CONTOUR 5' � 1 " ° P `IE ® CONSTRUCT CONCRETE/ASPHALT JOINT. 1gg EXISTING CONTOUR C1, �. 6 ° ° O - °' ' �/ ~`^ 10 CONSTRUCT CROSSWALK STRIPING. — — '� EXISTING PROPERTY LINE 31 PROPOSED ° ' . -1 .. e ❑ SEE THIS SHEET FOR DETAIL. PROPOSED TRENCH DRAIN . "° 11 NSFORMER < ' ' ' ° SEE ARCHITECTURAL PLANS . . ® MDEC ° , ' " FOR ADDITIONAL SIDEWALK 1i CONSTRUCT WHITE PAINTED "STOP" AND STOP BAR. • 26" ° . • .. _ ° P , INFORMATION INCLUDING STAINS ❑ SEE SHEET C109 FOR DETAIL. L L. PROPOSED DECOMPOSED GRANITE ❑ �o - ° " M 4 4 _ _ % I TO BE USED. CONSTRUCT BICYCLE RACK. .0: " �� `'' -''� I d ' a 17 - 12 SEE ARCHITECTURAL PLANS. FOR INFORMATION. 6� cP $ / d ° ❑ PROPOSED PERMEABLE PAVERS ® "' 0 - ,I LIGHT AC I ILk- . % TYPI AL .° . I - CONSTRUCT TRASH/RECYCLE CLOSURE. M 6" 31 SA ��MO� -''� I d I p I ❑ SEE ARCHITECTURAL PLANS FOR INFORMATION. -C)UG EXISTING UTILITY POLE Wffll DROP 14- 22 4 ��N DE�---�' = tI' ll " V_ ' DSED ,.BE� ' ' 5 STALLS 0 9' X 15,5' ( 4 PAINT CURB RED WITH 4" WITH LETTERING STATING -0- EXISTING UTILITY POLE ° ELEC.OVAULT �'" HEAVY AC'SECTION ,:. � ' I 1 C 14 "FIRE LANE - NO PARKING" PER THE UFC. I co .r TYPICAL.... 2' R I 0'6 2*$" I ❑ SEE SHEET C109 FOR DETAIL. F-- EXISTING UTILITY POLE GUY ANCHOR tt0 00 :- 14 ° I I DECOMPOSED GRANITE - SEE ^ " 11 I 5 R I SPECS. FOR GRADATION. LI T'AC ' i4 1. I I DEC" " 15 CONSTRUCT WATER QUALITY/DETENTION POND PLANTINGS. EXISTING LIGHT M ICAL1. 5 R ® i I ;� 2*8 - V' ,a SEE LANDSCAPE PLANS FOR INFO. O 11 'T I I" I d EXISTING UTILITY POLE WITH LIGHT to . � 17 X.�gS 28' ° I I °"' ,\ , :,\*r' � i6 RAISED PLANTERS - SEE ARCHITECTUAL PLANS © v I 1-11 11 I ­_',� I I �l I ,,� ': _�-11, 1 2 77 I,-[ � D- �111111'1:'I­l -111 �l pvt 11 I � �l ­ , ,­ I ­ I I Efl�t — ,, — 2 R % EXISTING HAND LE JUNCTION BOX � � 5' R 1.�° 1 J 1'"" EC MIRAFI 140N FILTER FABRIC PROPOSED LANDSCAPING ® EXISTING TRAFFIC SIGNAL POLE " BETWEEN ROCK AND SUBGRADE 17 26 — 0 —I * » ❑ SEE SHEET LANDSCAPE PLAN FOR PLANTING INFO. EXISTING PEDESTRIAN SIGNAL ry . 4 12 COMPACTED SUBGRADE TYPICAL 14 �� UGH AC �� �'' I (95% OF STANDARD PROCTOR W 11.9 ° ® EXISTING GAS METER L' I ' TYPICAL' OR APPROVED NATIVE) 1$ SIDEWALK TO MATCH CONCRETE ELEVATION. I- 11 I 11, 2` R 3 14 SEE GRADING PLAN FOR GRADES AND TRANSITION INFO. Z Ix x I "� �-., DEC. ® EXISTING STORM DRAINAGE CATCH BASIN I_ .—� ❑ ---❑ 2 . 4 . � = 2a DECO POSED GRANITE w rn :� m I a 19 CONSTRUCT CONCRETE PA110 SIDEWALK EXISTING STORM GRAIN CLEAN OUT U 29 0 10 14 ! / '� PER TYPICAL SIDEWALK SECTION DETAIL SHEET C109 O SD CO .;: F .,� {� I tV NOT TO SCALE �/ 11: I,-t N :' Q a [II EXISTING WATER VALVE I_ ° �_�. SP T PAVEMENT. - 20 CONSTRUCT CONCRETE A HAL PAVE T z V) �_ �a . . , �+ - - �►r • � � SEE DETAIL THIS SHEET. EXISTING DECIDUOUS TREE Q 11 ",�. `. ¢c.>. rn 0 ° 21 4d ° ,d` Mils - J M �';' co91A t �' 4 . 4 '� 7 21 PAINT CURB WHITE ALONG PEDESTRIAN DROP OFF ZONE. EXISTING EVERGREEN TREE —� Q N BEGIN CONSTRUCTION I -11`u, �N :. ❑ /� OF 4' TALL BLACK VINCq n w - - - -- u 1 CHAIN LINK FENCE. o f ® T. �l ° ° :��� 22 EXISTING SIDEWALK TO REMAIN O - - '.'. .�, ATTACH TO WALL FACE. �' �6 2' - 10 R 16 . . . , . . . . . d . , CONTRACTOR TO, PROTECT FROM DAMAGE. M EXISTING MAPLE W J O I'll . . . — --�-''' 6, 5 . . . . 6 , . . , , Z ❑ 3 • ' ` ' 1 ` ' ' '� I 19 EXISTING PUMP HOUSE TO REMAIN. DEC EXISTING DECIDUOUS I— 0 j • , • • , , , , , , , ° I I ' ll ,-� 3 _" 2' R J . . . . . . . . . . . . .. ` x. '� 23 CONTRACTOR TO PROTECT FROM DAMAGE. U} Z Q C� 0% - 2 — _ ° . . . . . ' ° `.`. `. ,•, .•.•.• '. 3*4-8° EXISTING 3 TREE STEMS AT 4' TO 8" O (� W z .1�IN I < ' .a EXISTING WELL TOWER TO REMAIN. w 2 . . . . 4 ° 5 ❑ CONTRACTOR TO PROTECT FROM DAMAGE. — F— 0 .�o0 `0 . -- . . '.'. ' '• 3.67 I �- EXISTING SIGN ';.' I . 29 3 K FILL HOLE LIOy AC a 21 , , . , °° .• I EXISTING SIDEWALK TO REMAIN. LL.) TYP CAL Q0 . � . . � ° 4" 25 CONTRACTOR TO PROI`ECT FROM DAMAGE. EXISTING OIL TAN (� Uof 11 IQ • • '• ° 4 1$ ' PERMABLE PAVERS SECTION. X EXISTING FENCE 0 µ I . �4 \ ° 4 ' ' `.`:' '.'.'. BENCH TYP l' 26 I�. ,I 11 I I- ,�, '. . . . . . . ❑ SEE DETAIL SHEET C111 — E-- cr _ SEE;ARCH :PLANS . jj , I 11-IC ,. .j . ° ° O G ° ° . a CONC EXISTING CONCRETE W _) ESt . : 14 (6 d' i4 ° �1\1- DECOMPOSED` : DECOMPOSED GRANITE SECTION. (� >t x 1 O R 27 ° SIDEWALK TO BE CONSTRUCTED 27 AC N SEE DETAIL IS SHEET EXISTING ASPHALT GRANITE PERMEABLE I . 21 PAVERS,_. g, OVER EXTG. TREE ROOT SYSTEM. Q DESIGN BUILD RETAINING rn rn ° ; MIRAFI 140N FABRIC TO BE — 0 - EXISTING SWING GATES TO BE RELOCATED HT AC HVC IXIS17 NEAT P WALL TO BE CONSTRUCTED ` . .. ; 30 PLACED OVER TREE ROOTS BEFORE f NG UMP J 2$ TED TYPICAL 29 10 R ° / ❑ WHERE SHOWN. DIRECTION OF GATE UNDER SEPARATE PEMiT: ❑ " ,; I' ll - _ ,r _., , x PLACING BASE ROCK 1!t CONCRETE UJ l i . 26 .x r ., SWING TO BE REVERSED AS SHOWN. ?- J ❑ a AT ALL LOCATIONS ROOTS FOUND. j EXISTING SURVEY MONUMENT AS NOTED D Q 5 Q10 1 '. 4 " - " HANDICAP SIGN TYP 9' 9' 9 I� - SIGN { ) TRIPE .`" ({ CC F- H ° ' ° k - 0.5' BEHIND PAIIyT G cn ° _ .., r_ _:_:__ 29 SEE DETA SHEET C109lNG w SI TO B •SEE SHEET C109. ;, is #;;; UNDER SEPARTE TREE REMOVAL o . o » � . Cb ° ' t C ,A_. �s ,:,• ° - CONCRETE CURB STOPS. 4 WIDE WHITE 45' STRIPES AT 18' O.C. , • C PERMIT SEE WATERLINE PLAN °` ! I(I I INSTALL 2' BEHIND HG SIGN. AT ACCESSIBLE PARKING SPACE AISLE 0 ;;sem xsiit 11 ;. 11 t ❑ I ❑ 4' TALL BLACK VINYL . ,.< ., : . .. , ti . : ° p SEE SH E _ . - - AD TlONAL INF H Cn CLE TRAFF GROSSING 17 30 FUTURE DRlN NG FOUNTA N LOCATION to FOR O EET G109 FOR D TAI AND vE t IC S 1 , ��-��_ SEE ARCHITECTURAL AND MEP PLANS J cn GNAW LINK FENCE. 11- a 12 b ° ° FOR INFO. SEE CIVIL SHEET C106 AND C108 ACCESSIBILITY SYMBOL 4" WIDE WHITE PAVEMENT J ATTACH TO WALL FACE."-�- 26 �.'[ ° ii. I• . ° IN STRIPE TYPICAL O 1. ° ° . ° -------------_ SEE SHEET C1 O9 FOR DETAIL o HEAVY AC SECTION i4 ° — — ° 4 31 CONSTRUCT NEW FENCE FROM S LLS .ROW TO TYPICAL , PARKING STALL DETAIL v ' Cn I 11TYPICAL 6 ; ' ' cHo ICAL HANDICAP 11 ® _ 1 Z' 7 ° REVISED GATE LOCATION. INSTALL ON EAST AND NOT TO SCALE . ��� I'll 2.5`�R ❑ _ WEST SIDE OF EXTG. CURB AS SHOWN. MATCH "IllIRE INSTALL OWNERS I EXTG. FENCE TYPE CURRENTLY ALONG SCROLLS. 3" DEPTi-I - ASPHALTIC CONCRETE OWNERS PLAYGROUND Q�g, �, � "'�`--. - 1 LIFT - LEVEL 2, 1 2 INCH DENSE HMAC PER OSSC 00745 - O °� 13 - 2'"R 2)3, ° ° . EQUI TMENT (91% AASHTO T 209 K} cin ° . ' 1O R IL j I 11 _ 1.5' WIDE X 9' LONG SOLID INFILL M _ _ ,, 14 °' ° 275' R = -- - 9 CM _ -- O .�d 0 COAT TRAFFIC I 2" DEPTH 3 4" -0) r Of % �} d . ,: , .- 36.6' R A 29 29 a ° a .° c ' ° ° WHITE (TYP) "Ill s .� �� ,�� 4...� � LEVELING COURSE 14 3 7 STALLS 9' X 15.5' 1$ JA. Ir (95% ASTM D1557)III ' I , j J 14 4 - 2 9 - i .... >.... _ 1 20 • 6 ° . ° ° i0 `,% \ir f f�/'"/ 7" DEPTH 1 1L/2" -o �c,� , � d . '� / CRUSHED SAS ROCK ) fY 2 Q . °° ° ° °° - 6 14 °'° i$ .° N (91% AASHTO T-209) 53,750 ° 29 ° d 2 . '°• • i7 , J , d 29 . a ts . 1 12" COMPACTED GRADE CAL 38.5 R ` ' '.°° •a D //Z {95% OF STANDARDBPROCTOR OIR APPROVED NATIVE) '}C OREGON ti m * j " t: . REFERENCE GEOTECHNICAL REPORT FOR ADDITIONAL DETAILS. S - � 4Cn TYPICAL CROSSWALK STRIPING DET, lL V'• KI � ❑ �❑ CEDAR SCALE: 1"=10' HEAVY AC PAVEMENT SECTION R oso�a / ' �-- 1 C? NOT TO SCALE 4' TALL BLACK VINYL ® ��__\�� ` END GONSIRUC110N CEDAR DATE: 03/05/2012 - `GRAIN LINK FENCE. 15 OF 4 TALL BLACK VINYL. 5 CONCRETE PAVEMENT. E ATTACH TO WALL FACE. -_ ______ ! CHAIN LINK FENCE. 1 "! CONSTRUCTION JOINTS TO BE PLACED 15' INTERVAL MAX. 3" DEPTH - ASPHALTIC CONCRETE DRAWN BY: CPK ca - DESIGN BUILD RETAINING/ ) ATTACH TO WALL F FIR 7 MINIMUM COMPRESSIVE STRENGTH 4000 PSI 1 LIFT - CLASS "C" ASPHALT `O I � � \ WALL TO BE CONSTRUCTED " (91% AASHTO T-209) PROD. MGR: CPK \ f � � � UNDER SEPARATE PEMIT. 14 I -9p� - f T � �j��QA` ` ` I FIR - LE DEPTH (3/4" -0) 'Y " 1 FIR . � LEVELING coURSE CHECKED BY: CPK N _ 2" DEPTH (3J4" -0} .rte .._ ,3 LEVELING coUURSE PROJECT NUMBER \ Q ` {95% ASTM D 1557) 95% ASTM D 1557 74� ,__� r-> .--w-."', i { } r�i '�T� � \�� GENERAL CONSTRUCTION NOTES: � �- ��� � � E T. O��I O LQ ` y„G 9' 9' \ \j'��%',o''�•❑ 8" DEPTH (1 1 2". -0) ❑ '�=;,_, L_ (5 - . WETLAND BOUNDARY PEI - " 1. THE CONTRACTOR IS RESPONSIBLE TO REPLACE ANY e /, \ /, CRUSHED BASE ROCK f ti� " » Q » (91% AASHTO T-209} � Z/ l "I/� ' � 4 DEPTH {1 1 j2 -0} CASE FILE NUMBER Q 1 FISHMAN ENVIRONMENTAL 4 WIDE WHITE PAVEMENT SURVEY MONUMENT THAT ARE DISTURBED DUE TO ti CRUSHED BASE ROCK AASHTO T-209) . \ STRIPE TYPICAL CONSTRUCTION. (91% N SERVICES. 12" COMPACTED SUBGRADE TYPICAL \ . i 2. STRIPING TO BE PAINTED WITH 2 COATS TRAFFIC WHITE IN (95% OF STANDARD PROCTOR OR APPROVED NATIVE} 12" COMPACTED SUBGRADE TYPICAL a- {95% OF STANDARD PROCTOR OR APPROVED NATIVE) SHEET NUMBER 11 \ SINGLE 4" WIDE LINES, EXCEPT WHERE NOTED. *REFERENCE GEOTECHNICAL REPORT FOR ADDITIONAL DETAILS. v 50' VEGETATED TYPICAL 9.0' WIDE PARKING STALL DETAIL 3. CONTRACTOR TO PROVIDE EXPANSION JOINTS 25' O.C. *REFERENCE GEOTECHNICAL REPORT FOR ADDITIONAL DETAILS. �jf C �. TYPICAL CONCRETE PAVEMENT_ SECTION LIGHT AC PAVEMENT SECTION \ CORRIDOR BOUNDARY NOT TO SCALE MAXIMUM AND AT CURVES, TANGENTS AND CORNERS. OF �� NOT TO SCALE NOT TO SCALE Y -- LEGEND 188.26 SW• ° V ' j' • !s MAT. M EXISTING CURB -o- Q7 / 188.28 SW a <•° ,. PROPOSED CURB �}0 EXISTING UTILITY POLE WITH DROP ' O O � MAT. EXTG. -{7- EXISTING UTILITY POLE Im :�+= PROPOSED LYNCH SME CATCHBASIN .a '' `�`� P t E ® W/FILTERBAG INLET PROTECTION F__,_ EXISTING UTILITY POLE GUY ANCHOR 2f (STANDARD LYNCH CATCHBASIN SIZE) } ` a ' i / PROPOSED NDS SQUARE CATCHBASIN EXISTING LIGHT R�_ _5 °b �,,•� „� 2 . ` I W/FILTERBAG INLET PROTECTIONLu `✓�`� co .:4 �i 189 SW 3 6 I8g � 2� , so 0 �o so 40 (18 CATCHBASIN SIZE) -0-�� EXISTING UTILITY POLE WITH LIGHT � Z � � UG L �33 SW016§-.45e SW PI Iv �� 0 EXISTING STORM DRAIN MANHOLE p EXISTING HAND HOLE JUNCTION BOX Q `"� gfl 189 oa P ! 1 inch = 20 !t. JB t o� at> 190.14 SW <•• 189.07 SW 188.85 SW 2 AT. EXT b ° ' PIN S EXISTING SANITARY MANHOLE 190.02 SW a a-0 188.97 SW 20" Q ® EXISTING TRAFFlC SIGNAL POLE n p ..•, 89.22 SW 2 ?,� ,- EXISTING STORM LINE Q o MAT. EXTG. " (� EXISTING PEDESTRIAN SIGNAL ,.. .. g SW 189.20 SW ° 188.43 SW P E - d , . °. O 189.35 SW 2 PROPOSED CONCRETE ® EXISTINGGAS METER � „ a 189.87 SW ?. `o Q � a . 89.8 SW 189.11 SW • ., a, 0 188.31 SW � � 2 " ° ® EXISTING STORM DRAINAGE SIPHON CATCH BASIN • • ., _ !" 18 : W 189.25 SW .° : , ° 188.80 SW,�� ,$ � � �� .67 SW EXISTING CONCRETE + : a , 8� 984 SW C 189.55 SW °' 189,33 LS. . ° ° EXISTING STORM DRAINAGE CATCH BASIN P E 6 189.54 SW ,0� , 189.01 S ,1 ! 189.10 W' ' PROPOSED TRANSFORMER d 189.20 S 2 190 EXISTING CONTOUR (5) Q SD CO EXISTING STORM DRAIN CLEAN OUT ° o ° ..<d ° t� 189.50 FF ;':,,• 188 EXISTING CONTOUR 1' • °1. ,�g9 � 189.10 LS � '� � f O ITT EXISTING WATER VALVE ' 188.75 TG 189A0 LS 188.96 SW - - EXISTING PROPERTY UNE O �30 ° _ 188.90 LS { -- 189,25 TC SPOT ELEVAl10N - TOP OF CURB DEC 189.3 SW ° 189.52 SW W , 190.20 AC ,: a W _ 189.26 S �, EXISTING DECIDUOUS TREE M /' EXTG. 26 _ __ _ _ 189.50 SW / .--' •�--- - ? 188.75 AC SPOT ELEVATION AC PAVEMENT GUTTER . �g• •,. 189.35 SW � 189.43 SW ,1'f . �I l t a 189.65 AC a I 189.40 SW ` 189.06 SW 188.16 TW SPOT ELEVATION - TOP OF WALL EXISTING EVERGREEN TREE M 189.97 AC MAT. EXTG. 189.25 LS ° 9 ; a .a a• 6i / EXTG, BEG. CURB 1.7� 189.50 FF 1 98 50 S 189.45 SW t a ' 184.81 BW 3.35 SPOT ELEVATION - BOTTOM OF WALL ° 189.42 AC 190. 7 TC I 189.50 SW ' 189.50 FF SPOT ELEVATION - FINISH FLOOR 189, 7 AC 189.2 TC 189.50 FF M EXISTING MAPLE M MAT. EXTG. I - i 187.01 TG SPOT ELEVATION - TOP OF GRATE DEC EXISTING DECIDUOUS 6„ BEG. CURB � 188.7 AC e• E•� �--- � 189.38 SW �,,_ � •° - • I I �q� ( 189.43 SW '; " ►..,189.36 SW ° 189.29 SW 189.08 C SPOT ELEVATION - S G D OUS �• . , 1. �" CONCRETE PAD * • ° y a s ° - _ 189.41 AC ` 3 4 8 EXISTING 3 TREE STEMS AT 4 TO 8 I j ' , ; � D „ � 189.35 LS � SPOT ELEVATION - LANDSCAPE PROPOSED ELECTRICAL 0% 189.0 AC 189.17 AC I 1 PROPOSED TRENCH DRAIN -a- EXISTING SIGN o0 1. 189.04 AC VAULT I I DEC,,1 8.84 A X89 -'' X189.19 AC N ' EXISTING OIL TANK FILL HOLE n 18 . AC 188.39 TG I 189, 5 SW ° I d 2 PROPOSED DECOMPOSED GRANITE EXISTING FENCE O _ I 0Lo 1 18 37 AC 188.97 AC ( I ' CONC EXISTING CONCRETE v r _ ( �% 9.50 F PROPOSED PERMEABLE PAVERS 188.03 AC 1 .q0 AC ad. . ° i~r C AC EXISTING ASPHALT , - 188.91 AC ,� „ -- 188.48 AC - 188.67 AC 189.50 F ' -- ` � a. I �' 189.44 W x HVC EXISTING HEAT PUMP � 1188 188.74 AG o. 188.74 AC ( a • g 187.78 AC -' ': Ll� 189.36 SW co EXISTING SURVEY MONUMENT AS NOTED 187.99 AC ° 189.50 FF Kl c�... 18839 AC oted �',188,66 AC I 189.50 SW 89.39 SW 89.42 TG - 0 89.36 Sw ' EXISTING DECIDUOUS TREE TO BE REMOVED W }-- \1 187.93 AC 189.04 AC 1 169.50 SW 189.50 SW �'� _ V) 188.63 AC ° EXISTING EVERGREEN TREE TO BE REMOVED U '188,09 AC I 188.57 AC e 1 189.42 TG 189.36 TG 189.12 AC / [� 188,47 AG �jcp - r-- -- - 1 189,50 FF -- EXISTING POOLE-- '�� 187.91 i8 ° • AREA I 189.02 AC a 191 °a 189,46 TG �� z 188.33 AC 1 3 18 . 9 S �° 6.S `...$ - / 189.46 L$ ' Q _.I M 187.33 AC ���--'" `- ' 188.96 AC lA g8 I Q CV i • z► � � i 88.48 AC 189.66 SW - - a �. J Q 188.36 AC o-',J ° 1 188.38 AC .. ..." .".* a .��` 187 60 TW c d 189,50 FF x p} 1.00' 186.60 BW ! 1•q% 188.88 AC .•.. ."._ ♦ . it 1,q9� 19'I.fi9`TW'. . L89 {. , 189.32 TG 188.90 SW I U Z 181.50 AC 11 188.20 TG 188.80 AC •••• ••'• 16% 9 bw � '�" 189.33 TG 1 I OTE: 88.00 AC • .'.'«`. a 189.06 SW ;, co �- Q 187.69 AC 1.OX 1.0� 1.2� 188.74 AC .•.• 1$9.4�,�W . • . 189 23 G I TOP OF CURB AC ELEV + 0.5' z O ..�-- ' h _ z Q W 1 "- 191.0 TW `8w ` 90. "I.5 ` 18916 TG `• 189.27 LS 189.30 SW Q O (..) a 1; 187.39 AC 188.20 AC 0 188.4 3 AC 189.5 SW 3� ;•,• ;.640' ? 189.40 SW TREES TO BE REMOVED UNDER _ _ (� cia 188.51 A be r`r' ,`." '. 1 75�` _ , ie� SEPARATE TREE REMOVAL PERMIT Q E-. Q 18 . TW 1 �� ``•' �''''•`•'•`•'```' 18908 TGA '~ 189.50 FF ( FOR OFF-SITE WATERLINE CONST!UCTION. TREE DEMOL111ON NOTE: Q 1 189, 7 S •"` -- .'"" o"•1`89.5'9-'SW>.♦. ° 4q I 2.0 86.96-C �e , •• +• a 189.42 SW _ - SEE DEMOLITION PLAN FOR EXISTING TREES TO BE REMOVED, 185.68 B 1$c, '�� 188.03 AC T" ♦ . . • . . . . . . 189.20 LS TOP U (, W "• { 190.42 _ g. W . "., ¢ < - >� . . 4 '.; TOP OF CURB Q 189.52 sw ALL TREES SHOWN ON THIS DRAWING TO BE RETAINED 0 187.96 AC 188.92 S •.•• ...• .•189 88'SW 2.0%; - -' 187.91 AC 1 9. 3 SW I d Is 188.28 AC 187.00,AC 188.17 AC 1 55 190.81 S m CURB RADII NOTE: W J 9.31 W '" ALL CURB RADII LOCATED ON SITE PLAN, SHEET C104. a 189.42 SW i / 187.76 AC 1,6% 1.091 188.09 AC 62 190.75`TW 19.12 SW _. 89.6 S - / t: D - W 895 SW 189.39 W 189.50 FF X89.16 SW 189,32 S P Q -�. 3.50' 187:50 TW 187.73 AC 187.78 AC 89.26' t _ 184.00,BW 188.03 7:97 189. G } - � Q 1 8.66 SW �8 188 SW 189.10 SW 189.06 SWJ 187.00 AC - 188.32-TG ,' 189.12 TG =`1 .40'SW ! " / �" CURB RAMP NOTE: �* 187.49 AC / 8 186.614 AC I 187.69 AC ._ 188 9 " �- SEE SHEET C6 FOR ALL RAMP DETAILS. TG r I It f. .98 SW 187.58 AC a °. .. ;188.68 TG`s v 1891 Z.l L v X80 187.45 AC . '" ;� 18 .97 W , ;,✓ ,4iIiI . 1 t . =_. 187.25 AC 187.32 AC.. o 187.60 AC 188.12 SW 8$:58 S 188. 8 SW 189.04 SW _ J 7.00 a 21 1 9 189.50 FF JO 5.00 187.51 AC�''. 8 ° f89. OFFI o 18 00 BW `� " a 188.24 SW = t 1$8.96 SW G o 187.85 AC -- 189.34 SW 187.36 AC 187.42 AG 189.01 SW 189,50 FF C.3 �/ 1.0% �� 187.79 AC N �9 1.0 1.0% < . 189.44 SW 189.50 FF 186.34 AC 186.62 AC '`�- 7.22 TG I 189.44 SW F= ui W r�8 I 187.64 AC ° � 189.50 FF 189.50 FF 1 PERMIT _186.27 C - 189.01 SW 189,38 SW TOP OF AREA > 187.28 AC --188.12 Sw -=I 189.44 SW SLOPE BOUNDARY O6.0 189.25 LS i �t 86.20 C 'q° 187.33 AC `186.80 TW V 187.94 SW l'r? o � � �� 189.25 SW ( BUT O _ r 186.12 C "�/� 186.61 187.94 C a. a 178.00 BW' 186.15 C °, 18 :3 S , 89.06 SW MINIMUM AND 10 FT. w lV 187.76 TC • W - ° 1.096 MAXIM 188. 186 A3 AC 187.26 AC _ a d li4. r UM 185.99 AC 189.32 SW\ 189.28 SW ° v �.,,,,, 187.05 AC • a 187p44 TC I: 1137:44° 189.44 SW 11"9 SW 1.99 C . °.. °. �_3:7 � � / 186.45 TW 1 5.65 G �- 187:83 SW d 2.6� ° 18 °07 TC. .. , ', cP� 189.21 :TC 189 189' PR (n p _, �189.g0 SW PERMIT Q�^�►n cn 9.00 f 18T. 3 C• a , , d 189.21 i$W ! AREA TOE OF NATURAL OR '� "t;/ � 177.45 BW'� 1 18 29 AC on 4 a° °r+((�/ 188.07 C a 189.32 SW 189.2q SW BOUNDARY SLOPE CUT OR FlLL FINISH GRADE �►� � fR05 1 4, Q' /_ a ° at89: +� TC 189.14 189.25/SW SLOPE v 5 750 8.00 186,10 ��t 2 186.7 AC OEXFQSUR �R 'Q - t i 88.42 TC •. 188.74 C .. o 189.1 W 3' 178.10 BW. \ \ - _ 4 1.77* 187.92 C "'d 0.50' CURB 189.17 SW H j2 BUT 2 F1 MINIMUM - 1 1°75X 6 4 ° AND 20 FT. MAXIMUM .c W 7.50 OREGON 186.15 ITW - -_ _ .� 18 D .188.13 TW 2.3' _ '� . o w m 178.651BW 185.83 BW `, � �y : . �� V) 7.00 186.1 TW 8 00 `�% -t �- 18 P 179.15 B 85O ¢_3.` `\. $X188.00 TW �P!l . K177.50 BW „� �t -i8 -� 8831" 187.00 BW - twu 0e/30{13 �. 186.o Tw 4 _ z:ST� - - 50 1s7 :.. 14 16.00 180.00 W _.. ^' D ® ��`87.31 T.J�YBW 1$�1-BW- C R NATURAL OR FINISH GRADE DATE: 03/05/2012 187.31 TW 187.81 TW � 188.13 TW „ „ �. ��3'.00 E ��. 186.81-BW-�, �-�,,��•_�,--�...•. _ r � � 185.13 BW 3. O, 14 =-178 84 BLBW =_,� - ` `. - 188.1 Tw FIR�� DRAWN BY: CPK c 4.0 179- EXISTING RETAINING WALL LOCAl10N FOR DETENTION POND._ _ 1828 �,.. 184 81 BW 3.35 „ r� � 180 POND WALL TO REMAIN, PROPOSED WALL TO BE CONSTRUCTED 14 GRAD/NG SETBACK D/MENSIONS PER /BC TITLE 4O PROJ. MGR: CPK qpo ,,may/r ., ABOVE AND JUST NORTH OF EXISTING RETAINING WALL. F� ` \ RETAINING WALL GRAS SHOWN FO�PROPOSED WALL ONLY._ EP„ ,12„ �1P`�8j APPENDIX J, I `,�► FIGURE J108. I CHECKED BY: CPK N �/ �N C ♦ t sir "'�t�r �r 12" 0 'QTS 1Q��k Aft 7�tESE �8 Nor TO SC&E PROJECT NUMBER C ` REGRATC END OF RWALE � WETLAND BOUNDARYW_PER` `~� f VyAso .NEW STRUCTURES `� a N \ FISHMAN ,IRONMENTAL ` \` CASE FILE NUMBER a '�,. �►4� /80" 1 - SHEET NUMBER a • ` �`�- 50' VEGETATED >>g '\ Ir ° 0105 CORRIDOR-BOUNDARY OF �f -� O \J a Rte( K �° STORV�TiON M07ES A < ° I SEE MEET XX FOR INMWOR COURT YARD STORM UNEB .j `J / `,O�\c � I STWM LINE 01 ROOF LITERALS SMW LINE 02 r.4MIBA9NS STORM LINE 04 ROOF LITERALS e \� SIC, ° X� INSTALL 4" SD LATERAL SD CB 02C INSTALL 4" SD LATERAL 20 0 10 20 40 S V ` / I ❑ ❑ 5.50 LF 0 S = 36.20% / 13.00 LF 1 S = 20.1% INSTALL STANDARD LYNCH TYPE CB 19 ° � IE END = 186.50 RIM=185.65 IE END = 186.50 W ! IE AT MAIN = 183.88 8" IE OUT (N)=183.98 IE AT MAIN = 184.51 1 inch = 20 it. `L' INSTALL 4" SD LATERAL IE 0 45' BEND=183.40 INSTALL 4" SD LATERAL W w p v i � a ❑ 14.00 LF0S = 20.0% SD CB 02D 20 5.50 LF0S = 23.30% a0M IE END = 186.50 INSTALL STANDARD LYNCH TYPE CB IE END = 186.50 s 0. 00 IE AT MAIN = 183.70 IE AT MAIN = 185.22 = 0 j 55.50 L.F. f RIM=186.25 _ LEGEND INSTALL 4 SD LATERAL ( ) INSTALL 4 SD LATERAL W N . c� / 8" PVC STORM _'r ❑3 8`IE 0 45*BEND 183543 21 5.50 LF 0 S = 10.50% o O S 1.00% u ` \ \ \ ° ISTING CURB IEE LF 0 . 33.0% STORM LINE 03 R001� LITERALS PROPOSED CURB 3 S J� 8' IE = 185.28 I IE AN MAIN 186.1 3.86 IE AT MAIN 18615 5.92 in -, , INSTALL 6"X8" WYE O I, ® INSTALL 4" SD LATERAL 11 INSTALL 4" SD LATERAL STORM UNE 04 FOOTING LATERALS SD CO 02N PROPOSED STORM CLEANOUT W ' ~ 23.60 L.F. ° SD 031 6.00 LF 0 S = 40.50% 16.00 LF 0 S = 8.60% tQ 8" PVC STORM ° ° IE END = 186.50 IE END = 185.50 *INSTALL • S = 1.00% T 4 FOOT. DRAIN = _ -C SD LATERAL PROPOSED STORM MANHOLE a , N IE AT MAIN 84.12 = 1.00% SD MH IE AT MAI 184 07 1 0 6.00 LF 0 S 02C IN TALL 4" S 18 D ❑ INSTALL 4' SD LATERALIE ! D IE ATDVAULT774 77.35 SD CB 02L PROPOSED CATCHBASIN '"" 6.00 LF 0 S =�37 20% 2 16.00 LF 0 S = 7.50% 0 1 - E [ / • SO DID IE END = 186.50 IE END = 185.50 *NOTE •J� �� 15 16 17 26.30 L.F. :/� /...r{ IE AT MAIN = 184.27 IE AT MAIN = 184.29 DEEPENED 6" FOOTING PROPOSED LYNCH STYLE CATCHBASIN SD CO 03D 6° PVC STORM d DRA/N TO BE CONSTRUCTED W/FlLTERBAG INLET PROTECTION • / \ B I INSTALL 4 SD LATERAL INSTALL 4" SD LATERAL ALONG BASEMENT WALL FACE. ° " IE = 185.52 S = 1.00% 6 13 STANDARD LYNCH CATCHBASIN SIZE SD CoCO03C IEE LF 0 S . 42.50% 16.00 LF 0 S = 6.40%.50 ( ) » i' , SEE EMBEDDED WALL DRAIN 14 INSTALL 6"X6 WYE w I IE AT MAIN 186184.44 IE AT MAIN 185184.47 DETAIL SHEET C112. PROPOSED NDS SQUARE CATCHBASIN Y o / W/FILTERBAG INLET PROTECTION :3INSTALL 4" SD LATERAL INSTALL 4" SD LATERAL *STORM UNE 04 SUMP PUMP MANHOLE (18` X 18" CATCHBASIN SIZE) . ° t0 / ' I ❑ 4.85 LF 0 S = 39.2% 14 16.00 LF 0 S = 5.34% SD 48" SDMH 04A ® PROPOSED STORM CLEANOUT y 56.75 L.F. O I IE END = 186.50 IE END = 185.50 RIM=189.40 M / r 8" PVC STORM o 13 IE AT MAIN = 184.60 IE AT MAIN = 184.64 PROPOSED SANITARY CLEANOUT S = 1.00% w I » » 6` IE IN (W)=177.35 � I INSTALL 4 SD LATERAL INSTALL 4 SD LATERAL EXISTING STORM DRAIN MANHOLE 8" IE = 184.43 i ® 15 8` IE OUT (W)=187.00 Q I 4.85 LF 0 S = 35.4% 3.50 LF 0 S = 41 .7% INSTALL 8"X8" WYE SD 03H a IE END = 186.50 IE END = 186.50 *NOTE: SEE SUMP PUMP MANHOLE 9 I 8� PVC STORM IE AT MAIN = 184.78 IE AT MAIN = 185.04 000 ° ❑ INSTALL 4 SD LATERAL ❑ INSTALL 4" SD LATERAL DETAIL - SHEET C114. ^ •i S = 0.50% MIN g " 16 - - - - - PROPOSED STORM LINE � N 4 FOOT. DRAIN 1' 4.85 LF 0 S = 33.3% 3.50 LF 0 S = 33.7% TRENCH DRAIN (14 PROPOSED FOOTING DRAIN IE END = 186.50 IE END = 186.50 e I INSTALL 56.00 LF 6" TRENCH DRAIN tt° SD CO 036 O I IE AT MAIN = 184.88 IE AT MAIN = 185.22 PROPOSED FDC CONNECTION SEE TRENCH DRAIN DETAIL SHEET C111 I O I 10 INSTALL 4" SD LATERAL 17 INSTALL 4" SD LATERAL CONSTRUCT 0 0.5% MINIMUM SLOPE. 33.15 L.F. I 11 �r 8 I °+ E END15.00 LF 086.50 10.20% 3.50 5END ® 186.50 1 .9% *RIM (EAST END)=189.32 a PROPOSED FIRE HYDRANT 8" PVC STORM �� IE AT MAIN = 184.97 IE AT MAIN = 185.38 RIM (WEST END)=189.46 S = 1.00% I D TRENCH DRAIN 4 ° IE EAST END)-188.65 PROPOSED WATER METER Of �8" IE = 183.88 _ LATERAL - F I SD 01C STORM LINE 01 FOOTING LITERALS 18 INSTALL 4" SD LATERAL IE (WEST EN)=188.31 PROPOSED DOMESfI BACKFLOW W 20 21 TRENCH DRAIN 4 ❑ 3.50 LF 0 S = 31 .9% * w INSTALL 8"X8" WYE 19 / I I INSTALL 4' SD LATERAL IE END = 186.50 SEE GRADING PLAN FOR ADDITIONAL A SPOT ELEVATIONS ALONG TRENCH GRATE 6" f I �J _ l I ; ❑ 6.00 LF 0 S = 1.0% MIN IE AT MAIN = 185.75 PROPOSED 6' DOUBLE CHECK Z 37.50 L.F. - / _ 6 FOOT. DRAIN j �� IE END = MATCH FOOTING TRENCH DRA/N LATERAL (14 DC LTJ ~ 8" PVC STORM IE AT MAIN = 184.05 STORM UNE 03 FOOLING LITERALSco �I INSTALL 6" C900 SD LATERAL PROPOSED WATER VALVE S = 2.00% ° 1 72.40 L.F. 4.50 LF 0 S = 75.1% - � T - s5- 3c IT: w 8" PVC STORM © INSTALL 4" SD LATERAL INSTALL 4" SD LATERAL -2 1/2'� WAT--- PROPOSED 2 1/2' WATER LINE I�' z S = 0.50%' MIN 13.00 LF 0 S = 1 .0% MIN. D❑ 15.00 LF 0 S = 1 .0% MIN. IE END I 188.17 o-LJ - 7 z IE END = MATCH FOOTING ( AT MAIN» _ "184.79 -6" ;IRF PROPOSED 60 FIRE UNE I- 78.00 L.F.`11 I . IE END = MATCH FOOTING INSTALL 6"X8" WYE 0 MAIN.) Z JL 8" PVC STORM •;•;•;• a ° I IE AT MAIN = 184.25 M --6 , - ". EXISTING 6 WATERLINE 8" IE = 183.76 S = 4.00% d NOTE. OOTM DRAINS Q N ' Y Wr,T.- DRAIN INSTALL 4" SD LATERAL a . INSTALL 8"X8" WYE •] I FOOT. DRAIN I TO BE CONSTRUCTED E 3.50 LF 0 S = 1.0% MIN. PROPOSED CONCRETE Q N 13.20 L.F. AROUND ENTIRE BUILDING P IE END = MATCH FOOTING D Z SD D3G 6" PVC STORM I . .'.�_.. ..... e EXCEPT BASEMENT, WHERE IE AT MAIN = 185.78 pr� K -q... J Q IS = 1.00% MIN uA� W/-}TE7L V/aGdES rn I j 6 ° i PERFORATED PVC PIPE TO BE STT)RM UNE 03 CLEANOU75 R ` ` EXISTING CONCRETE Q O 43.60 L.F. 1 �, t WRAPPED IN FABRIC. SEE SD CO 03A %Tz �D AT ALL __ Z Q U' 8" PVC STORM I t: DRAIN DETAILS SHEET C112 RCONSTRUCT IM 188.01 STANDARD CLEANOUT _ ----"�•' D(ISTING CONTOUR (5') 0 ( ) Ld i S = 1.00% \ (`Co T/� 6 �ORA� Ai/ -,88 -- EXIST] CONTOUR (1') (� O £ 8` IE=183.33 Nc,C/ ORAid l - EXISTING PROPERTY LINE Q C) SD CO 03A L . SD 016 ° SD CO O 1A SD CO 03B W W a^ _0ti EXISTING UTILITY POLE WITH DROP U - la --1 3/4" IRR-' CONSTRUCT STANDARD CLEANOUT CONSTRUCT STANDARD CLEANOUT Ft2 CNS F-1 E)PA/V - 66.20 L.F. " RIM=189.03 - MATCH SIDEWALK RIM=188.80 - Q » SHEET C107 F 6" t^!AT EXISTING UTILITY POLE (/) CO 8 PVC STORM 8' IE=183.99 8 IE=184.23 To .STo 12 M P' /w (� Q S = 1.00% fi I SD CO 016 SD CO 03C \, I E -- EXISTING IJTILTTY POLE GUY ANCHOR Lu ~ I- -- - J 5 I 13.75 L.F. CONSTRUCT STANDARD CLEANOUT CONSTRUCT STANDARD CLEANOUT p 8 PVC STORM RIM=189.12 - MATCH SIDEWALK RIM=188.95 EXISTING LIGHT Q S = 0.50% MIN 8" IE=184.37 8" IE=184.79 O �� EXISTING UTILITY POLE WITH LIGHT 8" IF - 182.84 I I V) - " " gym, I I SD CO OIC SD CO 03D (n INSTALL 8X8 WYE o i CONSTRUCT STANDARD CLEANOUT CONSTRUCT STANDARD CLEANOUT ❑; EXISTING HAND HOLE JUNCTION BOX r 37.50 L.F. + -° I RIM=189.15 - MATCH LANDSCAPE RIM=189.24 MATCH SIDEWALK B ' 8" PVC STORM N �° • e .! I �] EXISTING TRAFFIC SIGNAL POLE W 13.35 L.F. -S = 3.22%, 8` IE=184.72 8` IE=185.57 0_ a SD CO 01D SD CO 03E W 8" PVC STORM I I ¢ CONSTRUCT STANDARD CLEANOUT C�% EXISTING PEDESTRIAN SIGNAL SD 020 I CONSTRUCT STANDARD CLEANOUT U) o S = 1.0% 23.80 L.F. I I 65.50 L.F. RIM=189.15 - MATCH SIDEWALK RIM=189.38 MATCH SIDEWALK ,, J w 41.30 L.F. 8" PVC STORM I 8" PVC STORM 8` IE=185.11 6' IE=185.57 EXISTING GAS METER WO FOOT. DRAIN 4 I S = 0.50% o 8" PVC STORM . _S = 1.00% - EXISTING CATCH BASIN = C � ! STORM LINE 01 MANHOLES SIOBM UNE 03 CA)CHBASINS U � S = 1.0% SO 03F 71.20 L.F. 1 2 SD 48" SDMH 01A N b A SD CB 03F O SD CO EXISTING STORM DRAIN CLEAN OUT 78.30 L.F. A ' 12" PVC TOR ,/ I ° ( _ TCH INSTALL STANDARD LYNCH TYPE CB o 8. PVC STORM 8" P L.F. L - - - - 3 I SD CO 01A 8MIE1IN E =183.58 LANDSCAPE N » ° S = 0.50% " °' S = 0.50% S PVC RM \ a a ° - - " O_ RIM=18Z22 (N)=185.55 � EXISTING WATER VALVE i ° _ - 4 E N =183.88 IE 0 45' BEND=184.05 ] EXISTING DECIDUOUS TREE O J I I (N) SO CO 026 SD 01A ° �� <,, I 10: IE IN (W)=182.08 !.1 u 12 IE OUT (S)=181.88 SD CB 03G I"') �6„ WAT WA1 � INSTALL STANDARD LYNCH TYPE CB EXISTING EVERGREEN TREE O � - S101b11 LINE 02 FOOLING LITERALS . S ORM LINE 2 ° s STORWI LIN 2 - --. - STORM LINE 01 11.25 L.F. RIM=188.20 10" IE - 182. SD Of 02A 'a SS' SS " "- - F% 8 PVC STORM INSTALL 4" SD LATERAL 8 IE OUT (N)=186.53 M EXISTING MAPLE SES SHEET 1 C STORM S = 0.50% S IE 0 45' BEND=184.53 INS ALL X8 WYE $ ° S = 2.02% 63.80 L.F. © 17.50 LF 0 S = 1.0% MIN. DEC EXISTING DECIDUOUS PR N FOR INVERT IE` ° 8" PVC STORM �S �G11EFe ' 12" IE = 182.43 ' ° _ �, IE END = MATCH FOOTING SD C8 03H '� �`�('i M INSTALL 8"X12" REDUCER W/8"X12" WYE IE AT MAIN = 182.18 V 15.60 L.F. S = 0.50% INSTALL STANDARD LYNCH TYPE CB 3*4 :-" EXISTING 3 TREE STEMS AT 4" TO B' 53,750 8" PVC STORM RIM=188.39 � SD 02C S = 0.50% MIN \-END POND FENCE RIM:189.00 EX MH 01X STOM UNE 02 CLEANOUI5 8" IE OUT N =186.72 M 4 IN (N): 183.88 O EXISTING SIGN w EXTG. RIM: 186.30 (RAISE TO MATCH FG) SO CO 02A IE 0 45' BEND=185.12 12" IN (W): 182.08 12 IN (N): 181.60 INSTALL 9.30 LF 8` PVC 0 9.40% $ EXISTING OIL TANK FILL HOLE FLOW CONTROL MH D Y� DITCH INLET 8" IN (El: 183.58 12 EX IN (NW): 180.20 {ABANDON PLUG) CONSTRUCT STANDARD CLEANOUT CONSTRUCT OVER EXTG. LINE „" RIM: 177.75 MATCH EXTG. 12" OUT (S): 181.88 ?_ x .-L.' .'SL 180.10 RIM=187.37 MATCH CONCRETE D/W SO CB 03I 8 IE=182.54 X EXISTING FENCE RIM: 181.50 s° 12" OUT (W): 175.20 INSTALL NDS CB (18"X18") WMAL 05/30/1 " \ 12" IN (E): 175.13 SHORTEN EXTG. OUTFALL PIPE; END POND FENCE SD CO 026 RIM=188.75 C?ts. EXISTING CONCRETE a SEE DETAIL SHT. C112 NEW 12" IE OUT: 179.50 - INSTALL DATE: 03/05/2012 qpp \,yr s* EXTG 12" OUT (SW): 175.13 CONSTRUCT STANDARD CLEANOUT 6" IE OUT (W)=187.25 CL. 50 RIP-RAP TO SWALE BOT. RIM=186.14 SEE NDS DETAIL SHEET Ci12 AC EXISTING ASPHALT E pv SEE DETAIL SHT. C112 ` „ 6' HIGH CHAIN LINK FENCE AND GATE 8" IE=18294 DRAWN BY: CPK Mq T . cR EXISTING DETENTION POND/SWALE PER TIGARD AND CWS STANDARDS BACKFILL NOTE: HVC EXISTING HEAT PUMP SEE DETAIL SHEET C109 PROJ. MGR: CPK TO REMAIN IN PLACE. PIPES UNDER PAVED SURFACES REQUIRE GRANULAR BACKFILL. I 40C . . ` _ - - - - - - - 9- "�- FOR PIPES OUTSIDE PAVEMENT NATIVE BACKFILL IS PERMITTED, 0 EXISTING SURVEY MONUMENT AS NOTED � WETLAND BOUNDARY PER ADD CLAS 50 RIP RAP UNLESS OTHERWISE NOTED CHECKED BY: CPK N * \ , FISHMAN ENVIRONMENTAL AT EXTG. OUTFALL UNLESS OTHERWISE NOTED, ALL STORM LINES PROPOSED DECOMPOSED GRANITE PROJECT NUMBER SERVICES. DO NOT EXTEND INTO VEGETATED M ET. 001 CORRIDOR NOTE: SEE PLUMBING PLANS FOR ARE TO BE PVC (ASTM D3034) ` UTILITY CONNECTIONS WITHIN PROPOSED PERMEABLE PAVERS CASE FILE NUMBER \ . 50' VEGETATED 5' OF BUILDING PAD NOTE: ALL 2"x 4" SERVICE CONNECTION MARKERS 111 TO BE COLOR CODED WHITE (STORM) \ CORRIDOR BOUNDARY BACKWATER VALVES TO BE THE CONTRACTOR SHALL FIELD VERIFY SHEET NUMBER \ THE SIZE, LOCATION & DEPTH OF EXISTING n/ +� INSTALLED BEFORE ALL FOOTING UTILITIES PRIOR TO CONSTRUCTION NOTIFY `j/ O� ` \ DRAIN MAINLINE CONNECTIONS_ ENGINEER OF ANY DISCREPANCIES PRIOR TO COMMENCING CONSTRUCTION OF 14 Y V STORW CONSTRUCTION NOTES SEE SHEET C106 FOR STORM LINES OUTSIDE THE INTERIOR COURT YARD io o s io zo STORM LINE 05 ROOF LATERALS 6' PERFORATED PFE CONNECTIONS 1 inch = 10 M W Z INSTALL 4 SD LATERAL o _ -•- - - - -� " PIPE CONNECT 1 Luo a ` ' :_ - -, _� _ _ °p ° >: ❑1 2.00 LF ® S = 31.00% INSTALL 6' X 8' WYE. s a m ce IE END = 186.50 IE 0 8 MAIN: 185.81 ° ° 4 IE AT MAIN = 185.88 o O al / PIPE CONNECT 12 N , M c a STORM UNE 04 - SEE SHEET C106 INSTALL 4" SD LATERAL INSTALL 6' X 8' WYE. 3 = h C ° ¢ ° s 5S v C I 9.50 LF ® S = 8.50% IE ® 8' MAIN: 184.60 LEGEND In O -a y 4-ate-- �- t IE END = 186.50 `n J j ° SSx IE AT MAIN = 185.69 ;° a n ° a° � , TRENCH DRAIN CONSTRUCTION NOTES o d ° INSTALL 4' SD LATERAL EXISTING CURB W ❑3 v, - ° r__Ei, w W ' w w 1a _ rlv p w 3.50 LF ® S = 11.40 TRENCH DRAIN # PROPOSED CURBd IE END = 186.50 IE AT MAIN = 186.10 INSTALL 48.0 LF 6" TRENCH DRAIN j wwww wwwW wwww wWwW �i( L( www w+wW www •wwV WwwV Www WwwW wW WWw wWw WwW WWwW ww` www "wM1 www www ww ww ww WW ww yt. II ❑A RSEE TRENCH DRAIN DE T AIL SH EET Cl 11 0SD CB 02L PROPOSED STORM CLEANOUT PERF CO 01 STOW LINE 05 FOTING LATEAS CONSTRUCT ® 0.7% MINIMUM SLOPE. *RIM (EAST END)=189.12 SO MH 02C PROPOSED STORM MANHOLE *RIM (WEST END)=188.32INSTALL 4" SD LATERAL 5.40 LF ® S = 1.00% MIN. IE (EAST END)=188.45 PROPOSED CATCHBASINIE END _ MATCH FOOTING IE (WEST END)=18724DRAT4 IE AT MAIN = 185.87 *SEE GRADING PLAN FOR ADDITIONAL PROPOSED LYNCH STYLE CATCHBASIN SPOT ELEVATIONS ALONG TRENCH GRAZE NOTE. 4" FOOTING DRAINS W/FlLTERBAG INLET PROTECTION SD CO 05 (STANDARD LYNCH CATCHBASIN TO BE CONSTRUCTED SIZE)DRA/N LATERAL # AROUND ENTIRE BUILDING PAD INSTALL 6" SD LATERAL PROPOSED NDS SQUARE CATCHBIN M w EXCEPT BASEMENT, WHERE 6 37.54 LF ® S = 7.20% W/FlLTERBAG INLET PROTECTION M 'wl DRAINS ARE TO BE USED. IE TRENCH DRAIN = 187.24 (18' CATCHBASIN SIZE) PERFORATED PVC PIPE TO BE IE AT MAIN = 184.53 .+ PROPOSED STORM CLEANOUT cp DRAIN DETAILS SHEET C112. TRENCH CO>4 PROPOSED SANITARY CLEANOUT ° FRENCH DRAINCo i i ' � .I 27.60 L.F.L-F. CONSTRUCT STANDARD CLEANOUT y 41.25 L.F. r. STORM LINE 05 CLEANOUIS p EXISTING STORM DRAIN MANHOLE % p, ; - � I 8" PVC STORM RIM=188.70 - MATCH PAVERS � � 6" PVC PERF. o " 0 w w l M W •. i!. w w .. w w w w / / 1 r - S = 1.00% 8 IE=183.28 S = 0.50% MIN !�! '. eo SD CO 05A O w L w W w W W w w r s li CONSTRUCT STANDARD CLEANOUT TRENCH DRAIN .42 PROPOSED STORM UNE RIM=188.90 - MATCH SIDEWALK l A 8" 1 18 19 INSTALL 22.0 LF 6" TRENCH DRAIN II E= 4. --------------- PROPOSED FOOTING DRAIN �� w W SEE TRENCH DRAIN DETAIL SHEET C111 _ . ......T. 18.25 L.F. "! - - l f CONSTRUCT ® 0.7% MINIMUM SLOPE. d PROPOSED FDC CONNECTION 8 PVC STORM Iq 8" X 8" �_ SD CO 05B MI w 45' BEND - *RIM EAST END =189.36 °� a ° ° S = 1.00% I " CONSTRUCT STANDARD CLEANOUT *RIM (WEST END=189.25 0 8 IE: 185.8 RIM=189Lij .35 - MATCH PAVERS ( END) =189.25 PROPOSED FIRE HYDRANT -� rNj: w W . IE (EAST END)-188.69 8' IE=185.89 � FRENCH DRAIN 'I i IE (WEST END)=188.50 21.50 L.F. { - !' 1 SD CO 05C * PROPOSED WATER METER z ( r I SEE GRADING PLAN FOR ADDITIONAL ° 6 PVC PERF. W CONSTRUCT STANDARD CLEANOUT SPOT ELEVATIONS ALONG TRENCH GRATE PROPOSED DOMESTIC BACKFLOW Ld U) � FRENCH DRAIN S = 0.50% MIN ! wl AL RIM=189.20 MATCH PAVERS .J 830 L.F. TRENCH DRAT PERF CO 01 I 2 �r 8' IE=186.11 TRENCH DRAIN LATERAL #2 (g ° FRENCH DRAIN 6 PVC PERF. LATERAL w (^� PROPOSED 6 DOUBLE CHECK S = 0.50% MIN p „ „ INSTALL 6" C900 SD LATERAL DC 52.00 L.F. ,u wL 6 PERFORATED PIPE CLEANOUTS 6.80 LF ® S = 48.50% �r� a ,_ PERF CO 01 IE END = 188.50 ° 8 X 8 _ ® PROPOSED WATER VALVE Cn 6" PVC PERF. 45' BEND "' " " '-' SD CO 01A S = 0.50% MIN 26.50 L.F. IE AT MAIN = 85.21 -2 112" VrAT PROPOSED 2 1/2' WATER LINE J N IE: 185.21 CONSTRUCT STANDARD CLEANOUT 1 8" PVC STORM STORM LINN5,1 �,� SD CO 05B RIM=188.45 - MATCH SIDEWALK TRENCH DRAIN S ° PERF C°0 01A „QRA J „LJ 6' IE=186.95 o" FIRE - PROPOSED 6' FIRE LINE Q z S = 3.90% ° c - - - - - - INSTALL 60.00 LF 6 TRENCH DRAIN J CJ) ° �� t_ '� - - - " " SD CO 01B E TRENCH DRAIN DETAIL SHEET C111 6" X-WAT---- EXISTING 6' WATERLINE J 0 r _T �n`- - n• I 17 80 L F CNS .7% MINIMUM SLOPE. 8 X 8 CONSTRUCT STANDARD CLEANOUT 0 TRUCT ® 0 „_u - '- I 45' BEND a d 8" PVC STORM 8" IE: 185.65 RIM=189.19 - MATCH LANDSCAPE **RIM (NORTH END =189.43 PROPOSED CONCRETE Q ~ O S = 3.90% - 6' IE=187.66 RIM (SOUTH ENDj=189.34 O W SD CO 01C IE (NORTH END)=188.76 (�d _ Lu w wOda w w ` W I PERF CO 01 IE (SOUTH END)=188.25 f ° EXISTING CONCRETE w w CONSTRUCT STANDARD CLEANOUT 0 O ° _ *SEE GRADING PLAN FOR ADDITIONAL Q z RIM=189.29 - MATCH PAVERS Q ° a NCH DRAIN SD CO 05A SPOT ELEVATIONS ALONG TRENCH GRATE.PER ORATED 6 IE=187.71 -190 EXISTING CONTOUR (5') (/) O W Of LATERAL „ IPE CONNECT 2 a 6 X 8 SD CO 01D TRENCH DRAIN LATERAL ;�3 ---188 -- EXISTING CONTOUR (1') � Q c WYE IE:184.53 I CONSTRUCT STANDARD CLEANOUT INSTALL 6" C900 SD LATERAL C7 a --__- - i � - � ' �,•- ' e- - - - EXISTING PROPERTY LINE D .,;._ _. r - - RIM=189.32 - MATCH PAVERS 7.50 LF ® S = 33.70% ° IE END = 188.25 EXISTING UTILITY POLE WITH DROP w ° 8' X 8 I 6' IE=187.82 IE AT MAIN = 185.71 "UG Q ° - -8'" IE:EI184.15 I SO CO 01E D Q � EXISTING UTILITY POLE CONSTRUCT STANDARD CLEANOUT O RIM=189.25 - MATCH SIDEWALK E- - EXISTING UTILITY POLE GUY ANCHOR J i ° ° I a 51.30 L.F. o 8 PVC STORM 6" IE=187.75 D w EXISTING LIGHT D v� S = 3.90% J I SEE SHEET C112 FOR NOTE: 6" PERFORATED PIPE/ D FOOTING DRAIN DETAILS FRENCH DRAIN TO BE CONSTRUCTED C x EXISTING UTILITY POLE WITH LIGHT Ld 0 FOOT. DRAIN TYP. PER DETAIL SHEET 112. L� a f5 0 ❑iB EXISTING HAND HOLE JUNCTION BOX U) o F p H EXISTING TRAFFIC SIGNAL POLE J ° I CT � O d I �N EXISTING PEDESTRIAN SIGNAL U o U ° v I BACKFILL NOTE: ! a L - - - - - - - - _ - - - - - - - - - a = _ _ - - -- - - - - - PIPES UNDER PAVED SURFACES REQUIRE GRANULAR BACKFILL. EXISTING GAS METER U) o ° FOR PIPES OUTSIDE PAVEMENT, NATIVE BACKFILL IS PERMITTED, a d ° UNLESS OTHERWISE NOTED ® EXISTING CATCH BASIN N ° O SD CO EXISTING STORM DRAIN CLEAN OUT O ! a a UNLESS OTHERWISE NOTED, ALL STORM LINES Ie N 8" X 10 WYE: - ai ARE TO BE PVC (ASTM D3034) FDC IE ® 10" MAIN __- r. _._.__ __. __ n EXISTING WATER VALVE O c .. ° AT-6 = 182.22 EXISTING DECIDUOUS TREE T w ° 4 ° -- NOTE: ALL 2"x 4" SERVICE CONNECTION MARKERS TIP ° SD MH 01A 3 a ° n ° _ _ _ WA TO BE COLOR CODED WHITE (STORM) �V j __ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ EXISTING EVERGREEN TREE v ° a STORM LINE 02 - SEE SHEET C106 D STORM LINE 01 - SEE SHEET C106 THE CONTRACTOR SHALL FIELD VERIFY �t� ,"EE* � ° ° ° ° 1 / THE SIZE, LOCATION & DEPTH OF EXISTING M EXISTING MAPLE ss,�so UTILITIES PRIOR TO CONSTRUCTION NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR DEC EXISTING DECIDUOUS w TO COMMENCING CONSTRUCTION 'r ar�cau 3*4-8" EXISTING 3 TREE STEMS AT 4' TO 8' NOTE: SEE MECHANICAL PLANS FOR EXISTING SIGN UTILITY CONNECTIONS WITHIN Aocw�ae/3oha a 5' OF BUILDING PAD � EXISTING OIL TANK FILL HOLE DATE: 03/05/2012 E BACKWATER VALVES TO BE X EXISTING FENCE DRAWN BY: CPK co INSTALLED BEFORE ALL FOOTING CONC EXISTING CONCRETE PROD. MGR: CPK DRAIN MAINLINE CONNECTIONS AC ! EXlsnNc ASPHALT CHECKED BY: CPK N HVC EXISTING HEAT PUMP PROJECT NUMBER EXISTING SURVEY MONUMENT AS NOTED M E T. 0 01 0 D CASE FILE NUMBER PROPOSED DECOMPOSED GRANITE I PROPOSED PERMEABLE PAVERS SHEET NUMBER a 0107 OF 14 Y �RR�/ ° PROPOSED SANITARY SEWER DATA REMOVE PROPOSED WATERLINE DATA v� (� O COORDINATE D WITH CITY OF TIGARD AND REPLACE 18 LF EXTG. ASPRIST R GWOODON ECONDOS NE W/DIP. 0 X / I Ot (" SS CONNECTION - ) IE: 185.90 FOR SHUT DOWN OF EXTG 6' WATERLINE. ^ END 5' FROM BUILDING CITY OF TIGARD WATERLINE INSPECTOR TO BE NOTIFIED 24 HOURS ' 20 0 10 20 INSTALL 9.65 LF 4" PVC ® S=27.50% BEFORE SCHEDULED WORK IS TO BE PERFORMED. SHUT DOWN AND / IE ® MAIN: 183.24 C/D • �� i a REACTIVATION OF EXISTING WATERLINE MUST OCCUR ON SAME DAY. SEE PLUMBING PLANS FOR CONTINUATION. W CONTR4CTOR TO PREPARE NEW 18 LF P/PE SEC110N W/7H ALL Lu x� I 1 inch = 20 ft. O 4" SS BUILDING CONNECTION - 4" IE: 184.10 APPROPR14TE TAPS, F/T7)NOS, VALVES AND CONNEC170NS PRIOR W / INSTALL 8.10 LF 4" PVC ® S=1.35% TO EXISANG UNE SHUT OFF FOR REMOVAL AND REPLACEMENT. ,Z ^ v a I SS CLEANOUTS IE 0 MAIN: 183.99 � 0 01 �✓ %'' 10 (END 5' FROM BUILDING) O2 INSTALL 6" GATE VALVE WITH MEGA-LUG JOINT CONNECTION AND FIELD a 01 M s a ao .� 21.20 L.F. 4 SS CO 01 SEE PLUMBING PLANS FOR CONTINUATION. LOC GASKETS - CONNECT TO EXTG. 6" CAST IRON WATER LINE. 0 0 O %r 9 3/4" WATER _> l RIM = 180.00± MATCH EXTG. " 8 ! O3 2 SCH. 80 SS STUB FOR DRINKING FOUNTAIN - 2 IE: 184.33 O3 INSTALL 6" GATE VALVE WITH MEGA-LUG JOINT CONNECTION AND FIELD Q o 8' IE = 174± MATCH EXTG. M Lo SEE PLUMBING PLANS FOR CONTINUATION. LOC GASKETS - CONNECT TO EXTG. 6" CAST IRON WATER LINE. 3 O ® a 21.20 L.F. I SS CO 01B INSTALL PWR. FOR FOUNTAIN - SEE ELECTRICAL PLANS FOR INFO. Ln J '� °• 4" PVC SANITARY ® INSTALL 2" DOMESTIC WATER CONNECTION ® PROPOSED 6" DIP. Q � � I RIM = 187.56 � ° 6" IE = 180.98 O4 2" SCH. 80 SS STUB FOR DRINKING FOUNTAIN - 2" IE: 186.90 SS CO 01C (END 5' FROM BUILDING) O INSTALL 2" WATER METER ASSY. ° f 21.20 L.F. SEE PLUMBING PLANS FOR CONTINUATION. 2" VENT PIPE °, RIM = 188.30 INSTALL PWR. FOR FOUNTAIN - SEE ELECTRICAL PLANS FOR INFO. © INSTALL 2" BACKFLOW ASSY. - - - - - - - - a 6" IE = 182.09 � INSTALL 2" DOMESTIC WATER CONNECTION TO BLDG. SS CO 01D O INSTALL 52.10 LF 2" SCH. 80 VENT PIPING 0 S=8.60% O x " CONNECT 5T TO FROM "BSS VAULT TIE I® BLDG E: 18 51 END 5 FROM BLDG. - SEE PLUMBING PLANS FOR RIM = 189.34 CONTINUATION. 6 IE = 182.73 ( ) i SEE PLUMBING PLANS FOR CONTINUATION. ® INSTALL 3/4" IRRIGATION CONNECTION ® PROPOSED 6" DIP. ( i SS CO O l E O i / RIM = 189.42 O INSTALL UTILITY VAULT 576-GA (1000 GALLON) GREASE INTERCEPTOR I. I 6 IE = 183.50 (CUSTOM VAULT DESIGN PER CWS DESIGN REQUIREMENTS) Q INSTALL 3/4" IRRIGATION METER ASSY. I I RIM = 188.71 (W) AND 188.81 (E) - MATCH D/W d I SS CO 01F 4" IE IN = 182.74 10 INSTALL 3/4" IRRIGATION BACKFLOW ASSY. I / I I I RIM = 189.40 4" IE OUT = 182.57 M 6" IE = 183.76 11 FUTURE 3/4" IRRIGATION CONNECTION. *NOTE: UTILITY VAULT WILL REQUIRE CUSTOM ORDER. CONTRACTOR 0 SS CO 01G TO PRE-ORDER VAULT TO MEET PROJECT CONSTRUCTION SEE IRRIGATION PLANS FOR CONTINUATION. i I SCHEDULES, SEE SHEET C110 FOR DETAIL RIM = 189.13 12 INSTALL 6" TEE AND 6" GATE VALVE ASSY. INSTALL � 6' IE = 184.27 O7 INSTALL 39.50 LF 2" SCH. 80 VENT PIPING ® S=10.8% MEGA-LUGS RESTRAINT WITH FIELD LOC GASKETS AT ALL SIDES ..T �� SS CO 02A " CONNECT TO SS GREASE VAULT - 2 IE: 182.74 13 INSTALL 6" FIRE HYDRANT - MECHANICALLY RESTRAINED JOINTS o I RIM = 187.68 (END 5' FROM BUILDING) IE ® BLDG: 187.00 W/THRUST BLOCKING. r j I ° 4 IE = 181 .37 SEE PLUMBING PLANS FOR CONTINUATION. 14 INSTALL 6" TEE AND 6" GATE VALVE ASSY. O ' I • G I INSTALL MEGA-LUG RESTRAINT W/FIELD LOC GASKETS AT ALL SIDES. v SS CO 02B 8 INSTALL 4" GREASE VAULT CONNECTION STUB. O 15 INSTALL 6" DOUBLE CHECK VAULT. I I w RIM =-187.04 4" IE: 184.50 INSTALL PWR., AND SUMP PUMP ASSY. - DRAIN TO CURB. 61.70 L.F. �0, - 4 IE = 181 .73 51.60 L.F. 4 1 16" PVC SANITARY _ 1 (END 5 FROM BUILDING) 6" PVC SANITARY S = 1.26% MIN' ° ! �= 111.80 L.F. SS CO 02C SEE PLUMBING PLANS FOR CONTINUATION. 16 INSTALL 6" DIP TEE W/MEGALUG RESTRAINT AND FIELD LOC S = 1.26% MIN- I -- i �', co 6" C900 WATER RIM = 188.82 O GASKETS - RESTAIN MIN. 15' EACH DIRECTION. SS CO 01D I / i 9 INSTALL 6.20 LF 2 SCH. 80 FOUNTAIN VENT PIPING (�➢ 5=47.50% LLd SS CO 01E 4 IE = 187.07 4" IE ® MAIN: 184.15 17 END 6" FIRE LINE 5' FROM BUILDING. � � at SS MANHOLE (END 5' FROM BUILDING) IE 4� BLDG: 187.10 SEE PLUMBING PLANS FOR CONTINUATION. z 20.50 L.F. .__ �) SS CO 01F iv 3.50 L.F. S MH O1B SEE PLUMBING PLANS FOR CONTINUATION. 6" PVC SANITARY i a; 18 INSTALL 6" FIRE HYDRANT ASSEMBLY. W (n S = 1.26% MIN I I S SS 1/2" WATER RIM = 186.83± (MATCH AC) 10 INSTALL 21.30 LF 2 SCH. 80 FOUNTAIN VENT PIPING ® S=2.00% MIN. U SANITARY LINE 4 `� 4" IE IN(E) = 180.32 (END 5' FROM BUILDING) IE 0 BLDG: 187.10 � �_ a I 19 INSTALL FDC ASSEMBLY - CONNECT TO BLDG AT ©0 . . . . ° � ` . 169.90 L.F. 6" IE IN(N) = 180.32 SEE PLUMBING PLANS FOR CONTINUATION. � a a 4' C900 WATER 8" IE OUT(N) = 180.12 (/) 27.30 L.F. a ' us (INVERT OUT TO MATCH EXTG LAT. SIZE. 20 END 4" DIP FDC LINE 5' FROM BUILDING „ z' 19.90 L.F. CONTRACTOR TO VERIFY BEFORE SSMH ORDER. SEE PLUMBING PLANS FOR CONTINUATION. J M 6 PVC SANITARY 6" PVC SANITARY ) I i S = 1.26% MIN Q N O o ° •• S 22.406E L.F. ' I I �/ d 8 / FFOUNTAIN - END 5 FROM BLDG. Q Q z 1 21 3 4 WATER STUB OR DRINKING w I ( , 28 00 L.F. SEE PLUMBING PLANS FOR CONTINUATION. J � z ° • 14.90 L.F. 82 90 L.F.F2 WATER /� - 2© 3/4 WATER STUB FOR DRINKING FOUNTAIN - END 5' FROM BLDG. - Z w r! :.'• :•:• I•--6" PVC SANITARY ¢ � 2 1/2" WATER 2 1/2" WATER � S S - 1.26% MIN N ' ;. . 10 L I 5 38.00 L.F. " Q F I r - ! �- 96.501 L.F• ATION 6 3/4" IRRIGATION SEE PLUMBING PLANS FOR CONTINUATION. z Q 70.00 L.F. _ ry 6" PVC SANITARY wsa 18 21 /4 RRIG © INSTALL 6" GATE VALVE ASSY. Q W O � � f n 17. 0 L.F. - - - - - - - - - - - - --- - INSTALL MEGA-LUG RESTRAINT. W U w S = 1.26% MIN za a I I . . 3/4WATER �� 4 8 - O I�.s3 9 2 3 V 87.90 L.F. a ° a " M ~ p 3SS CO 01G ! 1 Q Q Q 6 DIP WATER 3/4" IRR 3 4 IRR2 1/2 i 12 U LLQ o 8.00 L.F. 6 WAT 6 WAT �" Q _! 2" PVC SANITARY ( 10 i 14 U -- LEGEND .` 2" PVC SANITARY I - - -- - - - - - - - - -, - -- - - - - - 3 - H Lu 3 0 w 38.30 L.F. EXISTING CURB -0'UG EXISTING UTILITY POLE WITH DROP (� o SS CO 01B - I 16 W� 15 13 6" DIP WATER PROPOSED CURB EXISTING UTILITY POLE a0 ., Lf ._... a a 61.00 L.F. Hr .i ! 11 62.10 L.F. 3w 6" DIP WATER SS CO 02N PROPOSED SANITARY CLEANOUT J O_ ' I I 6" C900 WATER EXISTING UTILITY POLE GUY ANCHOR (n } I SS MH 02C PROPOSED SANITARY MANHOLE D ^ �, I . ° 0 EXISTING LIGHT 3 I J e _ I 64.60 L.F. v -� 6" C900 WATER } < EX MH 01X EXISTING SANITARY MANHOLE EXISTING UTILITY POLE WITH LIGHT � a c, I 126.20 L.F. 3 0 3 19 EXISTING r !PON 4 C900 WATER f" E ST G 6" CP_ 0 PROPOSED LYNCH STYLE CATCHBASIN 0JB EXISTING HAND HOLE JUNCTION BOX Q II WATER LINA. W/FILTERBAG INLET PROTECTION J 3 37.70 L.F. I - STANDARD LYNCH CATCHBASIN SIZE J Ln 10.40 L.F., 1 4" C900 WATER ( ) © EXISTING TRAFFIC SIGNAL POLE O 0o 53.80 L.F. 4" C900 WATER - 6" PVC SANITARY I 5- % ! PROPOSED LYNCH STYLE CATCHBASIN = � S = 1.26% MIN 13.40 L.F. I ; 8 I WSFlLTE EXISTING PEDESTRIAN SIGNAL U I + 52.72 L.F. ° + 4" C90U WATER I - ( ' LYNCCHCAT CATCHBASIN SIZE) N o \\ �4" PVC SANITARY F _. - __ - _ _ - © EXISTING GAS METER o P SS MH 01B �S = 2.00% MIN 20.00 L.F. a - - ® PROPOSEDSANITARYCLEANOUT 3r � 6" DIP WATER 1 7 a ° ® EXISTING STORM DRAINAGE SIPHON CATCH BAST N i 4- FnCa PROPOSED STORM CLEANOUT N \SI $ SS SS " FDC 4 FSC 14.80 L.F. _ i EXISTING STORM DRAIN MANHOLE o IS" SS CO 02A 6 WAT 6" WAT 6" C900 WATER -- x ® EXISTING STORM DRAINAGE CATCH BASIN V) n z �' SANITARY LINE 02 rT ---� ° EXISTING SANITARY MANHOLE s SO CO EXISTING STORM DRAIN CLEAN OUT w 31.10 L.F. 19.40 L.F. a S' 129.00 L.F. SaS Ss O°O SS SS 6" C900 WATER PROPOSED STORM LINE 8" PVC SANITARY � 4 PVC SANITARY ° ° ° � S EXISTING WATER VALVE s _ a° SS CO 02C 14.40 L.F. �/ v S = 2.00% MIN S 2.00% MIN , 6 " ��,[[ PROPOSED FDC CONNECTION CONNECT TO EXTG. SS CO 02B 4 PVC SANITARY �1i c� EXISTING DECIDUOUS TREEPR(I�� za 66.50 L.F. S = 2.00% MIN _- ---- --�-=� 4" PVC VC SANITARY } PROPOSED FIRE HYDRANT EXISTING EVERGREEN TREE V 6.85 L.F. *WATERLINE RESTRAINT NOTE: SEE SHEET C113 FOR MINIMUM 40.30 L F S = 2.00% MIN „- 4" PVC SANITARY 4 PVC SANITARY WATERLINE RESTRAINT INFORMATION. o S = 2.00% - \���, __. _____- PROPOSED WATER METER e w D MIN S 2.00% MIN CONNECT TO EXT M EXISTING MAPLE " s ': 8 SS LATERALS a CONTRACTOR TO VERIFY EXTG. SS LAT DEPTH I8F PROPOSED DOMESTIC BACKFLOW " ' �� DEC EXISTING DECIDUOUS rN ` M1 N VERIFY EXTG LAT SIZ AND VERIFY EXTG. DEPTH IS ADEQAUTE TO MEET /' S P, K1 PROPOSED 6' DOUBLE CHECK i FORE SSMH ORDE < DESIGN SS LAT. GRADES AS SHOWN ON THIS PLAN. ! DC 3*4-8" EXISTING 3 TREE STEMS AT 4" TO 8' REENIL 05/30/13 CONTRACTOR TO VERIFY EXTG. SS LAT. GRADES COMBINATION PRIVATE WATERt- COMBINATION PUBLIC WA / ® PROPOSED WATER VALVE L O BEFORE CONSTRUCTING ANY PROPOSED SS PIPING ON-SITE. P ' e FIRE ACCESS EASEMENT FIRE ACCESS EASEMENT o EXISTING SIGN DATE: 03/05/2012 t 50' VEGE ATED V 2" WAT PROPOSED 2' WATER LINE 1= CONTRACTOR TO NOTIFY ENG. IMMEDIATELY OF ANY DESIGN DISCREPANICES. ° TREES T BE REMOVED UNDER CORRIDOR BOUNDARY ! I SEPARATE TREE REMOVAL PERMIT $ EXISTING OIL TANK FILL HOLE DRAWN BY: CPKcL FOR OFF-SITE WATERLINE CONSTRUCTION. 6 FIRE PROPOSED 6' FIRE UNE o WETLAND' BOUNDARY PE - 76.30' EXTEND TO EXTG. PUBLIC s" FIRE PROPOSED 6' WATER LINE X -- IXlsnNc FENCE PROJ. MGR: CPK FISHMAN ENVIRONMENTAL ` ° I WATER EASEMENT LIMITS --- 6" r; -- EXISTING s' WATER LINE CONC EXISTING CONCRETE CHECKED BY: CPK 0 AC EXISTING ASPHALT PROJECT NUMBER PROPOSED CONCRETE r7 i a C-4 3/4" IRR 17 � 3/T 4" IRR HVC EXISTING HEAT PUMP M E T. 0 01 C, \ ` -6" WAT 6" WAT pC ` a `D EX MH 01X \ i 'rn /, 4 EXISTING CONCRETE • EXISTING SURVEY MONUMENT AS NOTED CASE FILE NUMBER v 9A 0/�/ 4 t: EXISTING LATERAL I 57.25' E TEND TO EXTG. PUBLIC w RQX. C;?t 8 IN (F): 168.92 (CONTRACTOR TO VERIFY) I WATER EASEMENT LIMITS PROPOSED DECOMPOSED GRANITE \f( 15' IN (NW): 168.? SHEET NUMBER OcgTO\ ` S 85 N IN (S): 2 164.32PROPOST� PERMEABLE PAVERS D' / EXTG 15' OUT (SE): 162.72 \ PROPOSED WATERLINE EASEMENT - TREE REMOVAL DATA 0'108 / SCALE: 1 " = 20' OF 14 Y ?'?S; N 1'-0'• 1' WIDE STOP BAR ROW 5' MIN. 6" 00000000000 ALUM SIGNS ®P •eooeeeoeeo OOOQOOOOa00 CONCRETE WALK oeeoeeeeeee " O O O O O O O e e e 0 PARKING WITH 0-M.V. 00, 3 3/4-(-) CRUSHED ROCK N 0900000000: DISABIEDPERMITONLY „ ^,�„� 3'-0. , VIOLATORS SUBJECfTO f' ,A„ , ,���II e e s e e.e e e e FLARE SLOPES 10% FOR LANDINGS 4 OR WIDER AND TOWING UNDER L7U'UBV e a Q e e e e e e e e , ORS 811.820AND FINE LOCAL CODE ROAD SEE NOTE 5 — 2� SLOPE TO S BEET a a o o a o e o o e e 0.9 1:12 FOR LANDINGS BETWEEN 3 AND 4 WIDE. UPTO$300 UNDER ORS811.815 - - ..... ..:aRAMP WIDTH I RAMP TEXTURE 1 ' �.».• ,— ., TRUNCATED DOME LANDING (L) NEW CONSTR. 4' MIN. DETAIL DETECTABLE WARNING ALTERATIONS 3'MIN. �► " " STERILIZE AND COMPACT SUBGRADE RAMP TEXTURE PATTERN .4• 4 —ACCESS4BLE 2 DIA .125 GALV 4'-0 DETAIL STEEL TUBE POST co o ' ;a i UJI W/ TOP CAP SIDEWALK AWAY FROM CURB 1. PLACE TRUNCATED DOME DETECTABLE WARNING a CONIC " 2'-0" MIN. > o a TEXTURE IN LOWER 2 OF THROAT OF RAMP ONLY. • ; o FOOTING 1/4- MIN Q ARRANGE DOMES USING IN—LINE—PATTERN AS • I SLOPE p, ap ROW SHOWN IN DETAIL COLOR OF TEXTURE TO BE �� ° i ' JOINT WHITE PAINTED LETTERING SAFETY YELLOW. o q FILLER SITE PAVING (2) COATS O 5' MIN. �_6' °p° ---- 0.5r' 6' OR GRADE 'r`i • c� 2. PLACE MATERIAL ON CONCRETE THAT HAS CURED -..6 = 4q CONCRETE WALK ACCORDING TO THE MANUFACTURER'S �6r 4 O J " " RECOMMENDATION. DO NOT APPLY CURING a d TYPICAL STOP BAR DETAIL CURB JO/NT(-) CRUSHED ROCK COMPOUNDS TO-THE AREAS THAT ARE TO BE b �[ � TREATED WITH TRUNCATED DOMES. a e° NTS `0 -- 2% SCOPE TO STREET A ROAD -_ . w ti- r �, A, IN "'•-'N DETECTABLE WARNING TEXTURE N SEE NOTE 5 I CURB " 71� PERPENDICULAR SIDEWALK RAMP DETAIL ` ; _ sTER1uzE AND COMPACT` SUBGRADE RAMP TE�:TURE DETAIL NTS 4 g NOTES SIDEWALK ADJACENT TO CURB NTS � a. °. 1. CONCRETE SHALL BE COMMERCIAL MIX, MIN. COMPRESSIVE STRENGTH OF 3300 psi ACCESSIBLE PARKING SIGN POST FIRE LANE SIGN POST AT 28 DAYS. NOTE: USE CITY STANDARD NOTE: SET FIRE LANE SIGN ACCESSIBLE SIGN AND FIRE LANE AT AN ANGLE OF NOT LESS 2. PANELS TO BE 5 FEET LONG. SIGN REQUIREMENTS FOR NUMBER THAN 30 DEGREES AND NOT OF SIGNS, SIZE,SIGN'S CONTEXT& MORE THAN 45 DEGREES WITH DESIGN.ONLY USE SIGN DETAILS THE LANE OF TRAFFIC FLOW TO 3. D(PANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROCHES, UTILITY re) VAULTS, WHEELCHAIR RAMPS, AND AT SPACING NOT EXCEED 45 FEET. _ WHEN CITY STANDARD SIGNS ARE _ BE VISIBLE TO APPROACHING "" NOT AVAILABLE,OR NOT REQUIRED TRAFFIC. o RAMP TEXTURE IS TO BE FORMED WITH AN EXPANDED METAL GRATE 8" 1 1/2" R 18" 1 1/2' R 4. FOR SIDEWALKS ADJACENT TO THE CURB AND POURED AT SAME TIME AS THE F PLACED AND REMOVED FROM WET CONCRETE TO LEAVE A DIAMOND n - PATTERN AS SHOWN. THE LONG AXIS OF THE DIAMOND PATTERN co _CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MINIMUM 1/2- _ { } w SHALL BE IN THE DIRECTION OF-TRAVEL. GROOVES SHALL BE W SIGN POST DETAIL - VAN-ACCESSIBLE 00 RADIUS. - a DEEP AND Y4 WIDE. JOINTS SURROUNDING RAMP TEXTURE SHALL J _j HAVE A 4" SMOOTH FINISH BORDER, NTS 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CURB a IS USED, �— ; j t j t j � * NOMINAL DIMENSIONS SIGN BACKGROUND: BLUE SIGN p OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. OTHERWISE V V v LEGEND: WHITE to SIDEWALK SHALL HAVE MINIMUM THICKNESS OF 4 INCHES. ..� 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIA. PLASTIC PIPE AT 2% SLOPE. CONSTRUCTION JOINT TO BE PLACED OVER PIPE 7' N PARKING WITH D.M.V. DISABLED PERMIT ONLY 9/16 RAMP TEXTURE DETAIL X "" VIOLATORS SUBJECT To CONCRETE _ 9/16 W - SIDEWALK DETAIL - NTS �.�'r � � ����v - TOWING UNDER 9/16 . I— �' �, ORS 811.620 AND FINE UP TO$300 UNDER 9/16 W F— " s 3" ~MDE PAINT j ORS 811.615 9/16 U V) 2-10 STRIPE TYPICAL `'s a (f) NOTES: r 4, y f " N r 9"R � °O SIGN BACKGROUND: BLUE SIGN Q NOMINAL DIA 1. ALL FITTINGS, FASTENERS, & AND FABRIC TIES SHALL BE HOT DIP GALV. 1' rf > "� LEGEND: WHITE (— MEMBER {(Pd) MATERIAL f w _ _J I'7 2. COfJC SHALL BE MIN 2500 PSI ® 28 DAYS. 1�P INT CURBING BRIGHT RED AND `j HANDICAP PARKING SIGN r � G� C BRACE RAIL 1.6603 GALV TUBULAR STL " " ,,� 5 �„ 04 GATE FRAME 2.00 GALV TUBULAR STL 3. PROVIDE BRACE RAIL BETWEEN END POSTS AND LINE POSTS. LENGTHS AS 411 -7 STENCIL WITH 1 WIDE BY 4 HIGH p,y,s�t'r.,� �?�., NTS � REDS D. LETTERS NO PARKING FIRE LANE. IN '�`�" LINE POSTS 2.375 GALV TUBULAR STL 10 WHITE WHERE SHOWN ON PLAN. `� Ci;�,�c,?c, Q END & CORNER POST 2.875 GALV TUBULAR STL 4. PROVIDE GATE STOPS AND DROP RECEIVERS SET IN CONCRETE, EACH GATE, < F= Z CHAIN LINK FABRIC 9 GA. W/GREEN OR BLACK 0 Z < O PVC COATING. 5. PROVIDE EXTENSION ARMS ON LINE, END AND CORNER POSTS & GATE POSTS " W GATE (ftOPENING NOMINAL DIA MATERIAL As REQ'D. TYPICAL HANDICAP PARKING SYMBOL NO PARKING FIRE LANE PAINTED B DETAIL z O U � � � t ) CUR �— � o GALV S. PROVIDE SIGHT OBSCURING SLATS WITH ALL WASTEWATER PUMP STATIONS. GATE POST 12' OR 15' 4 TUBULAR STL NTS NTS 7. CENTER BRACE RAIL NOT REOUIREi3 WITH FENCE HEIGHT OF 5' OR LESS. S. ALL POSTS AND RAILS TO MATCH FENCE_COLOR. _ U p _ �_ W J BRACE POSTS 6" - � TWISTED AND BARBED SELVAGE BRACE POST #6 REHAB END, GATE DR CORNER POST LINE POST .2 D Q PULL POST SURFACE OF r1 R PLACE INTO GROUND O - PAVEMENT {f (18" MINItdUU LENGTH) M _.I 3 TOP RAIL TOP RAIL S SLEEVES 6T" `. • J FABRIC BAND I o — 1 1 2" HOLE FOR REBAR � a La STRETCHER BAR ":..' j .��„ CHAIN LINK FABRIC W La ~ MIN. 3000 P.S.I. (/} � BRACE RAIL L0 0 16 UJI < �' > BRACE RAIL lF CONCRETE AT : J fl V> '" - 28 DAYS J ¢ TENSION TRUSS ROD - y � = a TRUSS ROD WIRE � al�fr/r!r a!n!r/' fr t�lnf !rl �" •; ! r!r nf�! tr/r n/�! fitr '•' NOTES: f , ` 1 Tti+UISTED AND = - 1. EXPANSION JOINTS SHALL BE PROVIDED AT EACH POINT OF TANGENCY OF THE CURB. (n w :: r C7 I {.' r � .: ..: � BARBED f �� �= I f :� ��� � .. -•: � � ,: " f l .� t MATERIAL SHALL BE PRE-MOLDED, NON-EXTRUDING, WITH A MIN. THICKNESS OF 1/2 . l N SELVAGE r 2. CONTRACTION JOINTS SHALL BE A MINIMUM OF 2" DEEP & SPACED A MAXIMUM OF M N f, _::, ; ;.:• F _.:•!� '�/,' 15 FT. APART. M / " " O C 3. BASE ROCK - 1-1/2 MINUS, COMPACTED TO 95% AASHTO T-180 - SHALL BE TO SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH, WHICHEVER IS GREATER. $' TOP HINGE 12' OR 15' AS SPECIFIED n v (1RO. SWING) _ 6 -VERTICAL CURB 1°.a CHAIN LINK FABRIC y5� 0 f - 53,750 LLJ C3 FT I - PRE ABT CONCRETE BUMPER � �„ o W NOT TO .SCALE 0 ° FABRIC STRETCHER TRUS o w - �/ oy t: BAN AR Roo ~ 5/16' GALV. OR S' Gn ALUMINUM ALLOY WASHER A K1 �wK.08/30/13 a ° FACE SIGN ° DATE: 03/05/2012 1 " 3/8" X 7/16" DRIVE RIVET SIGNING MATERIALS DRAWN BY: CPK N < 12 ROUND SECTION BOTTOM HINGEAM s' `j o STOP & YIELD SIGNS REFLECTIVE SHEETING TYPE 3 7 (180' SWING} `J f ° ANCHOR SLEEVE 2 X 2 ", 18" DEEP SCHOOL ADVANCE AND CROSSING SIGNS PRISMATIC LENS YELLOW GREEN REFLECTIVE SHEETING TYPE 9 PROJ. MGR: CPK 'n ti 12" ROUND SEGTI4PJ 12" ROUND SECTION o ANCHOR 29 X 2�k", 36" DEEP STREET NAME SIGNS LETTERS-TYPE 3 CHECKED BY: CPK ni ` a SIGN POST 2" X 2", 12" DEEP POST & OVERHEAD MOUNTED BACKGROUND-REFLECTIVE SHEETING TYPE 3 0 . a a a ALL OTHER SIGNS POST MOUNTED REFLECTIVE SHEETING TYPE 3 PROJECT NUMBER ° OVERHEAD SIGNING REFLECTIVE SHEETING TYPE 3 �-} Ki HAI LINK E E N C E 8 EXCEPT STREET NAME SIGNS M E T. 0 01 L AND GATE C1eanWater dices o TICAL SIGN s�zEs POST CASE FILE NUMBER our commitment is clear. o SLEEVE STOP SIGNS - 30"X30" DRAVtING N0. 1005 REVISED 12-06 ° SPEED SIGNS - 2ex30" ON LOCAL STREETS (THE WORD LIMIT SHALL NOT BE USED ON 3/8" X 7/16" - SPEED SIGNS 30"x36" ON COLLECTOR AND ARTERIAL ROADS. a DETENTION POND FENCE AND GATE ° ANCHOR DRIVE RIVET NO PARKING SIGNS - R7-2A IS STANDARD WITH A R7-201 12"x6" "TOW AWAY ZONE" SHEET NUMBER STANDARD, NTS 12"x18" ON LOCAL ROADS, 18"x24" ON COLLECTORS AND ABOVE, WHEN 0109 TYPICAL SIGN INSTALLATION ARROWS ARE USED, SIGNS AT BOTH ENDS OF THE ZONE SHALL HAVE SINGLE ARROWS � NTS POINTING IN THE APPROPRIATE DIRECTION WITH DOUBLE ARROWS IN BETWEEN. OF 'y Y " 1 , STRUCTURAL NOTES 1. CONCRETE" 28 DAY COMPRESSIVE STRENGTH fc==0 PSI LOCATE FRAME AND COVER • 30"Ih GRADE RING STRi1PPINGSTRENGWC-2.=P81 OVER LEDGE OF AT LEAST NOTES: I REBAR ASTMA-615 GRACE 00 12' IN WIDTH 1. ALL STEPS SHALL CONFORM TO THE 1 - 3.76=33" GA -0P 3. MESH: ASTM A485 GRADE 66 � REQUIREMENTS OF ASTM C-478.4. DESIGN: •AC14318BULDINGCODE 2. MANHOLE STEPS MUST BE TIGHT AND ' NI(2) 30"0 HOLES ,A4�$HT0STANDARD 9PECIFIG►TIONSFOR e. e' MIN. BETWEEN rry FIRMLY EMBEDDED. ►-a ft%- DEEP KNOCKOUTS rn 3. ALL STEPS WITHIN A MANHOLE SHALL n 2,10 (2 PLACES) _ - r_ HIGHWAY BRIDGES j S. LOADS HS1Ti1UQCWHEEI.IOADW/IMPACT b BE OF THE SAME DESIGN,SIZE. (MIXING OF UNMATCHEDPSTE SD < x.38 v �crr�,�u�r 1 MTN C•857"MIN.STRUCTURAL DESIGN „` °D IS NOT PERMITTED). - - FOR 4'E�T ,BOT1l EN)Si LOADING FORUNDERGROLINDPRECtST -~ o � } D BUTYI RFSIN SFAIAVT ASTMC-I0dCONCRETE UfMYTRRU DESIGN ° • 1_1 jg" m 1 I / CSD JOINT LOADING FOR MONOLRHICORSECTIONAL v. j 1� �� � - - r PRECAST CONCRETE WATL:RAND b- ;� ' "• 5-3/4" o M "' + WASTEWATER STRUCTURES' 'p►. .9'. fD Q -40 PCF LATERAL SOL PRESSURE ABOVE MAXIMUM 27" FROM 4 • :A + ANDARD FRAME AND COVER OR . �•.:� ': t 0% CIO n WATERTA9LE T� OF FIRST STEP WATERTIGHT FRAME AND COVER. } cY_ C> III t6 -GA Ffis W/ '�' .•Q: C •H0 PCF LATERAL SDL PRES5tIRE BEiL>iM /ST v O F CASTING SEE 51'D. DRANRNG NO. 110-SA O 8%IY2" DEEP SUMPS WATERTABLE TO TOP O OR NO. 120 .� N a, t t �I til �� II GROUT AME IN NON-SHRINK 10-3 j4" A.. r• _ to " scl+o Pic �, • ,, a PIPE STUB BOTH ENDS II II _ A• �,V LO 12" • !` }I . COKIRACTOR NOTES NOTES: GRADE RINGS 2 4'OR B' v • N 1I �! 1.)CDNTRACTOR TO FILL WITH t�AN WATERAfTER ( } b; ..'A: . h 1_ ALL PRE-CAST MANHOLE SECTIONS SHALL CONFORM TO THE • MAXIMUM 12' SET IN 12" `� BACKFIL IN01SCC PUHEANDPRIORTOSTART-UP OF NON-SHRINK GROUT a t. �'.0- 2.6tS"4 fLKVItIUG A *-30�4� HOLE r THE SYSTEM REQUIREMENTS OF ASTM C-478. • ° ":d ._• , FOR V=N" 1 S 2. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY I.7LAN VIE (? FI ArFS) -II STRENGTH OF 3000 P.S.I. AND SLUMP OF 2" TO 4" " SOLE 5/16"= 'D`' 3. ALL JOINTS SHALL BE SEALED WITH PRE FORMED GASKETS STANDARD ECCENTRIC COPOLYMER POLYPROPYLENE PLASTIC SUCH AS KENT-SEAL NO. 2, RAM-NECK, OR AN APPROVED ! 36" CONE Q ._ 4''0 PdC W/2"4 HOLES sk 90'- EQUAL CONFORMING TO FEDERAL SPECIFICATION SS-500210_ } H CUT ELECVI' CIS END C"' PIP= MEAN WATER SERVICES GA VAULTS REQUIREMENTS: 4. ALL PIPE CONNECTIONS TO MANHOLE SHALL BE WATERTIGHT. 1/2' GRADE 60 REINFORCEMENT a ` '-•.' ,R a4 E•Ty 31'x4" MF F3CC BC7Jif 5. PIPE CONNECTIONS OF 24" OR GREATER SHALL REQUIRE A ., + ' +• •♦p BAFFLEWALLSEALFDIN RACE WISKAM11A. MANHOLE AND CHANNEL DETAIL. ' VIEW D WDC%k4L15RINGRlSERSNOTTOEXCEED 12"HFIt�HT. 6. PIPE CONNECTIONS OF FOUR OR MORE MAINLINES SHALL a MANHOLE STEPS SE -R e ' ------- ---- -- REQUIRE A MANHOLE CONNECTION AND CHANNEL DETAIL. STD DRAWING N0. 100 13" CC SCALE 114'=1'-D' SPE CLAMPS SUPPORTINGALL DOWN PIPES. . 7. PROVIDE A MINIMUM OF 8" OF INTACT (UNDISTURBED) A MANHOLE SECTION -PASS LEAKTESTFROMINLETBAYTOOUTLETSAYATSRTE. - MANHOLE WALL BETWEEN PIPE BREAKOUTS AS MEASURED (VARIABLE 1'-4'} 3-3/8" FOR `ry - - - - - -PASS LEAK TESTOF THE WHOLE UNITAT SITE ON THE INSIDE FACE OF THE MANHOLE. , PLASTIC SAFETY STEP It 18. BREAKOUT OF WALL FOR PIPE SHALL BE 2' MINIMUM AND " _ 4" MAXIMUM CLEAR OF PIPE WALL. _ - -FL_ - - 4"0 90` GUT I 18"- 8-5j8" PVC ESO, 9.. THIS DETAIL LIMITED TO MAXIMUM INTERIOR DROP OF 24" b= .. 'a / FOR SANITARY CONNECTION AND 48" FOR STORM o CONNECTION. 1O 5' MINIMUM _ 10. WATERTIGHT/TAMPER PROOF MANHOLE FRAME AND • ° d ' "' .' d- COVER SHALL BE USED IN ALL EASEMENT AND OFF ': [ /-Yt" WIDE OAP STREET AREAS. � - - 't - 1=lm�r R �iPSI{Er "TO REC; #6 3j4" GALVANIZED BAR �� •; a_ �1 1 48 MIN. . d N _f__t - $� t MATERIALS: Pd' '�'p� 0 1 I! �' MINIMUM 12" LEDGE �: '�.• ' a 1 1 o I # TI (ONE REQUIRED} • ,b- ,a' 12" 00 r ` SLOPE TVP. 2' MIN. FROM TOP OF .� • 17 r- ' �u' .0 1'/FT ! PIPE TO MANHOLE GALVANIZED: a• �'. G> 0 I I a -PIPF CI AkAP pp Qb $SE #6 (3/4' DIA.) GALVANIZED DEFORMED REINFORCING BAR. ' ° •"B y 1 0 1 } ( j I T"P. FAGN 11 1 I , y I 1 N � Siff Precast- PIPE REINFORCING BAR CONFORMING WITH ASTM A-615 GRADE 40. • �, a•� FLOWN PIPE pp l l 1 I I0 PCa:3zwrmae,C wM GALVANIZED CONFORMING WITH ASTM A-123. R Pxae:cosers Fi+xroe a • O.D., FP-r '_ i illME eKc►arSUNITTO PLASTIC:n 11art era cf ono«a�rwvrI I ! MENT OFSMCC0arunoerMuworeeueWr�wrxu�Yruir+a�stonf MUST CONFORM WITH ASTM C-478_ b" - - „ ALLR � a}'�° =`�': tdv>4M CONCRETE STEEL REINFORCING BAR MINIMUM 1/2" GRADE 60.MEETING REQUIREMENTS OF ASTM A615 ENCAPSULATEDSMOOTH FINISH CHANNEL TO 576-GA(1000 Gj FOR CWS W1300 MH3/4 VERTICAL HEIGHT OF PIPE ; r• i'L.] .._. U SUSM17AL ' '' ;' ` #` INJECTION MOLDED COPOLYMER I 1 I � I �-+ 12 MINIMUM OF �,-O' COMPACTED .-...- . '•+,a'IF.• ..: +'�:•` :1r•�•%'-, POLYPROPYLENE WITH IN rLy •�.i L � - t T •.�." • .::,• 72" MINIMUM ._ ,:. ,. WITH SERRATED SURFACES. L• . ' 4" FOR GALVANIZED STEP H BASE MATERIAL W t 8"�x1Y2" sump a , 4"0 9ti` 'uUr F'4`C eL[30' -870XV21`-0 2' Sl,N F L-3' CONCHL.I L dfiF F Lt Y/ '~ VARsans or~ Ma+raa •+ma 5410 au LN (.2)-1" p1'CT�,+tf�SFER PIPES VIEWC , 111, AV STANDARD MANHOLE MANHOLE STEP I- rI� VIEW A SCALE:`1/4"-.-0 676MIi RIM WE I of I aeanW�r Services Cl+ mV&er Services (f) t n I- SCALE:5/'1:"=T-0` Our commitment is clear. Out commitment is clear. �f DRAWING N0. 010 REVISED 02-03 DRAWING NO. 100 REVISE© 02-fl3 - -� � J � Fes- Fes- ` N W Z n � 0 Q F- o Q I- D PLAN ~ Q o { PROPERTY LINE OR _ z U W " UTILITY EASEMENT '\ • PRE-CAST �4" CONICAL 3/4 SQUARE PRE-CAST �4 CONICAL HOLES 16 STORM Q D Q 13 HOLES (2) SANITARY A _ A B B• s' - COVER ONLY COVER ONLY � Q :2. � CLASS B CLASS A W .1 �_- d ❑ ❑ ❑ ❑ ❑ ❑ V 19 11 < Q' PIPE SIZE AS SPECIFIED SECURE 2X4 IN PLACE MOUND EXCESS NATIVE MATERIAL Q 0 0 ❑ SPEI AGAINST PLUG W/ BACKFILL SURFACE RESTORATION OVER TRENCH TO ALLOW 0 "'J 00110 STORM OR SANITARY TO PREVENT PLUG BLOWOFF AS SPECIFIED /� J FOR SETTLEMENT V ! (a SEWER MAIN 0 0 :CD Of �W NOTES: . •.� . ..•,,..,,. . 0 0 G � 1. FOR NEW CONSTRUCTION ALL SIDE SEWER AND SIDE STORM PIPELINE "`•:�.'•-:'�:'"•' •' •. S W >' CONNECTIONS TO 8" AND 10" MAINS SHALL BE WITH FACTORY ys�:;°•; .+" ° LL Q FABRICATED "TEE" FITTINGS UNLESS OTHERWISE APPROVED, a:'••:� ►; ; • 0 •` • 12" NATIVE TOP SOIL 2. PIPE MATERIAL SHALL BE ONE OF THE FOLLOWING `.4 T ' . '. Z 7/8" ♦ +a" + 1F TOP SOIL EXISTED A. PVC ASTM-3034, ASTM-G-900 B. CONCRETE ASTM C-14, CL2 2X4 a• 95% COMPACTION 9dX 1;OL{PACIIQN PRIOR TO EXCAVATION. J N C. DUCTILE IRON CLASS-50 • WITHIN 48" OF 0 0 0 a STORM ONLY SURFACED. A-2000 PVC p E. PVC RIB MEETING ASTM D 1784 ` + a 949 UNDISTURBED V Ci g- SECTION B-B F. CPP MEETING AASHTO M252 12' NATIVE EARTH to 3. ALL PIPE SHALL BE COLOR CODED: UNDISTURBED 90 COMPACTION MATERIAL -GREEN FOR SANITARY SIDE SEWERS EARTH BELOW 48"OF r.. -WHITE FOR STORM SIDE PIPELINES MIN SURFACE 36" m , .• - , SANITARY STORM 18 4HOEGHT-ITOTAL LENGTH OF 2X4 GROUND a 3/4" * .C+ • E,• O -a• 12" HEIGHT DEPTH �'R;� 24-3 4' OF T+¢!: AS SHOWN ON APPROVED SET OF PLANS SURFACE MAGNETIC > VARIESSECTION A-A MIN 2X4 ARKINGS TO FACE STREET TAPE <n .�.*,;.''�,• 36" LOTS .t .. .L•-T: •r• 04 COLOR CODE SURFACE `` tl '•`'"•,•"••`•, + I 22 I W _ (GREEN-SANITARY) �\ �° t• - / o • �.... NOTE: (WHITE-STORM} ., "° '. i oa ° a c ~ 1. Ya" ALLEN HEAD BOLTS LABEL MAGNETIC TAPE WITH BLACK LETTERING w 3/4'-RCRKUSHED y�±;`•+ °•;.1 i:� w . ' 1/2 PIPE 27" 1" LONG RECESSED. GROUND SANITARY: 'CAUTION SEWER BURIED BELOW." PIPE ZONE <a+ �.► °� . ' s ' : �-� �7 2. ALL PERMANENT CLEANOUTS STORM: CAUTION STORM DRAIN BURIED BELOW." O.D. PLUS 6" 1 25 m TO HAVE BOLT DOWN COVERS. PLACE 18" ABOVE TOP OF PIPE AND AGAINST 2X4. • • "�:° N 53750 ° o . • ; c LSI 3. MATERIAL SHALL BE GRAY ~ °O 8° �y, ° Q�(� o O 7 d CAST-IRON, ASTM A-48, 8'�" � � CLASS 30. 3/4"-0 � RN O °4 coo�r4 rb O o ,, *c PIPE PIPE BEDDING ;�� o c o0 0 moo$a O O O o o PLUG % ° o a Cao O o O Q o o d' 8 3■ 3• A KI� / oqp o 0 0 RENEWAL 06/30/13 24-1r2• DATE: 03/05/2012 TRENCH STABILIZATION: r• 6.O ' IF REQUIRED, TRENCH STABILIZATION T AL $ 1/2 PIPE O.D. PLUS 4" MIN. FOR PIPE SMALLER THAN 18" 31" DRAWN BY: CPK 00o SHALL BE SPECIFIED SEPERATELY o °ova•;�° MINIMUM SLOPE FOR 3 4"-0 PIPE ZONE 1/2 PIPE O.D. PLUS 6" MIN. FOR PIPE 18" AND LARGER / AND PLACED PRIOR TO PLACEMENT ;o a "s8 ° 6' PIPE = 0.010 MATERIAL AS SPECIFIED OF BEDDING MATERIAL. PROJ. MGR: CPK °8�$8 ° 4' PIPE = 0.020 SUPPORT TEE WITH NOTE: NOTES CHECKED BY: .CPK N DETAIL BEDDING GRAVEL, ALL COMPACTFION REQUIREMENTS PER 1. SUBURBAN TYPE NOT FOR USE IN 1RAFFlC AREAS � COLLECTOR AND ARTERIAL STREET'S � • -- // MINIMUM 2'0" WIDE ELEVATION AAsaiTo T-99 AND ODOTlAPVVA SPEC 00405. 2 COVER AND FRAME SHALT BE GRAY CAST BION ASTM A-48 CLASS 30. PROJECT NUMBER 3. COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. A A T" O("� 4. NOTCH LID FOR LIFTING HOOK. T V I I l/ a 0 CLEANOUT FRAME SIDE SEWER SIDE STORM TRENCH BACKFILL SUBURBAN AND STANDARD CASE FILE NUMBER f AND COVER �V&er Services aeanWater Services DETAILS CleanWatrr Services MANHOLE FRAME AND COVER Our commitment it clear, PIPELINE our commitment is clear. Our commitment is clear. �- DRAWING N0. 510 REVISED 12-06 DRAWING NO. 520 REVISED 12-06 DRAWING NO. 590 REVISED 12-06 SHEET NUMBER 0110 OF f4 Y I . I - - I I I I - . . . I � I , - . - I . I I I � I . I . � - � I I . . . I - I I . I � . � I I . I . � I . r I � I . . � � .1 � - " le, m-14 I I - . - I . - � - I I . I . - - I I . . - - I Ch i I — � . I- � i 11 � 1:17WI-IT-F!$I 17-10urm 71-TA a - I I I - i W I i Neutral run I --------,--- � I . - � - -1-�- - - -------� I I � li , I ri I . i A1111111111111111 � ,-/-',-'-� --/-I— When building permeable pavernent Structures with Eco,P ora . I � . a ! SECTION AT DURASLOPE CHANNEL . SEC'IIONATDURASLOPECHAN'NEL I (A, Q ; : 4x8 or 8x8,follow design and construction recommendations found � ! I I t , - - � I I I � I I 109M 109ON JOWN I 09CN 109ON 109ON 1066NI 09DN 109ON 109ON 109ON 109ON 10W�L09M 109ON 109M 109ON 1090N 109ON IM] 04 IiiiiiiiiiiiiiiiiiiI I i in�'Permeable Interlocking Concrete A-vements-3rd Edition' as � � � I � : tiblished Iry the Tnterlocking Concrete Pavement Institute jlClil, A I I I 4 I . I M I p I I . I 20061. Copies are available from ICPI Jw-ww.JCPl.orgj or yo . . 2 � ; , ur I - - - I � ASPHALT � � - . � I ! Mutual Nlaterials repre-sentative. - � I . I 1� I I . Q � I � � i—.-------- --,-------------, --- � I —` 3 ! .J V 5 I o" , I - � I � so, , credits may he available for stormwai management, I 0-4 1 14 1 �, ,--i�f , ; . . == . � , �; ,8 � — - / urban heat island reduction,and innovative design(accordingg to F� . I . . � � I � � 11 � 1 4 < I � i',�.�� -n I Linear fall without neutrals - � I no W I I the prc�ject certification proI established by the USGBC. V) I - I . 11 , - 11 , I - - I 0 1 . I , � - I - _A I - I z I 11 I- W I < � : � I zi < I -4 0, , I � a 0 7 I I� 771.....� '4 1 09�3 1�92 1 -10 " I I - 11 . I 11 a I �I(V I iM I 101,I ir.4 - ---I- 1 4 .. � 4'CONCRETE ------ -) ,- I . t t �-'I - I _ - . '111111h, : W1 LIJ �� --� . . . . SLAB I� � I - . 0 ?= I . I . i 1 "4 :D 11 I ... - 2- I � -1 � 3 a- I U F I an i I r CN - -6v- , I I 1-r 41 , � CRUSHED STONE - - I j. I- -�- - 96 feet � Iiiiiiiiiiiiiiiii %I I Z N ,,it I � I I- - -1 - I ) . - - LU , < . .6 * -) I I - ro , 1llllllllllllllllllllllI I . %..J (), � I 4 I - I < I �I � I IT C i . �( I 2 �, 1 72 if;et , W I %.J I I� : — - " , -I - I <1F I( " 9 L �- i- - 98 feet ' . 0. - � i i Cn , �,'--�'- 7. it. M I 1 � . 11% I I - ; � . . D 11 -- I ; . ; — � - �111 - AN — —. - -- — : t 1: I 0 .r- 0� 00 —1 , i . . M 11- i t -4-111, ) -P g I � I — —� 11 . - I— : — : - ; I 11 I a I , . --, - N , I � . � 16 , ,� I ; . I . � I � t . 41 �— � I I � I I I < . ZI 'I = I — -4 . . �—! . I I �I I - . 11 — I . .6 . . I— 1 - . . — i - a 9 I 004T01-ItIMITr4roTilyne ro . 11 %.# %a � � � � I i i4ri ,A .— :: - ,— I — I . 6 1 "a , i — __ I � —I � . . a . I I � I . . Linear fall with neutrals I (N — I I : I ::_ 16 — : a 3 - . � : - ; ; I— I Eco-Priora 4 x 8�100 x 200 run))has a net void area of 13%. � �: - C) : � I � I 1—' 1-7 I � , : � � JIA > . I I X In —! .� I— I � I 1 — i — 1 — - - — — . i— I— !— W�3413 t12 III 1 L4JI19it±017 LWI . I —i I i i � I , i . : � : . '06 ��7-771--;�;;; C%I��4q 0941 0931 CK,logni'l a;41 ww-�4 - - . . . I . I , I I - 12N I'If-1rN 10*1 ic-3 � In 0 .. I � ; ±., — , I — � V - — , � ; :— :k _ - Eco-Pricra 8 x 8 IWO x 200 min)har a net void area of 9%. —I � I M -- 1 1 1 r I . . � ai � i � --i --1 I I 1 � A- / 4- N. - — i [JL, 1, I I I ., In -J -J i 1-1 — I � -- � .4 Q. I : � . LU I — � —i IN. ; -- - - . I M 10 � � � � - �0 -< I i 2-I IN. 4' MIN. : � � � 0 �Z � . I !— 1— I- I �--------I — 1, — - i i . I i - -Y I 111- � i � ; . � � C 7 1 2 fwt 132 feet W I -...� .- - . i .... - --1....�I 11 - - 1. - ------I : P-PTIFUTM-r-mr.W. R.Mirlailm i �� I -�...- , �---- �I /11 I I � � -1 0 1 RIM-M.". im I 140 i I I 11 � : I . . . I id -- A I : — I : - � �— I I !- I I J I:�—[ � -- - — . : . I : . I � ; : T ; i- - I - ,� 1 3A feet . -� i I � - - — - A ; � - I I � . I i � � i PTIONAL -L I 1 1- �11 , I i � , X ir - IN, I - — 1 1 . :- - I- - '— .. I I f r . . . 1�i : - - -- - "I I I I . I . ! � :— - -..-- --- - �-- TYP.NO.8 AGGREGATE IN OPENINGS I � � - - — — f ; tt . I I ONSTRUCTI NJOINT-I � 4 � , I I I . P4 - � I ; ---..... I I, . I -- --- ! ------------� I � I- ------�i I----------- ----,..-- I ------------- -------- I - - .1.1 --.- - . i I F ��- I . : ; . I I I ----�------- - I : I . i : � I -0 I I � &.4 - :— i I 4—! — —I - t , . — — . ECO-PRIORA- i . � � - -R� . � � i i . 4- I � . i -....� i ------------- I .... ..� ------ --- ---I-----I ------� ----------- ------------ � ob 7; CONCRETE PAVERS 3 118'(80 mm)THICK —I I 1 4 rt$ , !--- ---- i - � � III I < 14. - — I : � I , .I ------- - ----- ----- � . I I - I I � . -I . , k � (a Counter directional fall without neutrals &I-4 I �; i . - — t i I- , . - — �— : -- I— � —i I I � ; � - CURBIEDGE RESTRAWTUTH CLIT-OLITS � , —! � � 8 -U 0-4 : I : I . i i - .. ....- -- .-.. --- ----------- �------- C I . FOR OVERFLOW DRAINAGE(CURB SHOWN) --------I I -------- - I- ----�---- ------------ ------ -- �------------I I -.-...- . -- . c I � . I . : : I I ; It, , ; : I � i : �4 1 1 � � — '. — �� I - - — .— I- -i �: I , � . . �S-�- \ T . I . I . I I (III USED IN 71l APPIKAWN) 1�4 -L -I ------ . I I ���l I � --"--------I I I-------------- I .- I � i ----11-------- ---�------ ; I-------------- --- ---- I--------- ..........- I ILIM-11101-�,i,im ,,Y "il*!"I-��cl-;�,,�")Iw,l�z,I .. . . I ------ - ---------- - ---- I-- -------- -------L--- I I I I I �. & --vP .. IV 113114 ft 113! i - ; . i -i --------------- i— I------�-1 1 ----------- '------------ — — : — : L S I ii fox ic�*Ic%1 wn�lo@ tw[WIlt0zI,(6l"lt)bl"jy,,JJCGj � �.-�- ( I i : . . — I — I — —1 — I— , ! 7771 I � . . I � .0 777� I ------ ------- I---------------1 i-.1----- 777 1 ....--- - - -.-------I � --------- --------------� ------------- --......... i --------- 9 I j.--------- - --------I.... -4---------- I ---- i I----�--- � ;--------------- I----- I � I i ,,;," I � I � I I i ; i 1-1 I I a 1�< 96 feet 2f. I I .. , . . . I . . I . -1 � � - - — - 96 feet . . .. i- : � i I � . I : !--1 i i , '-- : � I i -0 . -------.-------------___w - � I - ;--- I ....... . ----- : -- ........ - -- � � ---- - .. .. I I I------------ i- -----------1 - I ". I ! t � - I i >, , - 0 1 i I : : � I i t I : 000 PSI MIN.CONC.AT CHANNEL SE=M . I a � 4 10 1.-.--. - -,--� � - � I- I - --1 —1 . — ,-- �- - '" * - i , ! 7 I ------- - -1.....!----, I I I-,--1........1 1 1-.. -- - z - -- �— a 0 . tl . BEDDING COURSE 1 112 TO 2'(40 TO 5D mm)THIC) I — 771 1 � -1 I --------- — 1 17777, 1 -1 131 1 1 !- I I 1--1 r 1-1 1 2� I[.,L----- -.- I .- � , � I . I I �� --, I I I I , ------------ z i- -----� i I . or , 11 I I 1. ------ � ; � I ! r I . i I � -� = � I I - - - --Q?? � . I . JYP�NO.8 AGGREGATE) — ; -- I -- 1 - — � - — — — —i : i I — — -- : -— �- - - . ---- .- . t : . ; i I i i � I — :�—i � - : ------------I - -Z () .- -I- -- 4-(I 00 I TH CK I t � . I i � ------- ! : � ---�---- i ------I---- � I -- : I I I ! ----- -------i I I ' i � 1- I I I ----! �; --- I I 'l . ; . T :I I 1 1 , --: 1- I 1 1 1 1 1 0.67 STONE . -----------.1 1 1 ­ *...!T— I ---- ---- -------I., I 1�----- ---- I-------!--- ..... I I I I I i , I I �� .ft . 1 4 w I ,- � 'i.. .. '0 � OPEN-GRADED BASE � . I - . I - I Counter directio Ulu _ : , 11 J . I I 8 or- 1 ,-----I--,--- n fall i6(ft"eutrals I 0 0 ,.�,I "... - I - - ,� -.- I I 0 .. . $- -14 MIN.6'(150 MM�THICK . I EXISTING SOILS. � � � . EXISTINGSOU.S. . I I 1 9 Z�il' 7.:'77 -, ,-J":; 0 NO.2 STOW SUBBASE r' -4 I - I ON 6 1 ri�'T,1 N.m I cv;C&I KWJ w,I(�..I W,P-1,,c-1&�i us 1,�'A I I 0,I 1 112 L11 lu�xw�i'A I sx 1!V I,XN!i, ��I 6%PIA�i,.,X,I'M 1-)W�."�N,-4 1,9�" n I I . I � i . i-I-i-"I I1-J 1-�r 1 m!�M�i's '.I--I'A 1 113 1"-j � I I -� 'n-4 1)9�'10 I OPTIONAL GEOTEXTILE ON BOTTOM AND I . . I I :7, I I --"�-��-- � I K) � to 0 - SIDES OF OPEN-GRADEO BASE I ,0 r 0 I a2 feet 12 f��1. 132 W 1* .1 . I SET TRENCH DRAIN IN CHANNEL SURROUNDED 13Y 4-OF CONCRETE OR . . SET TRENCH DRAIN IN CHAINTNEL SURROUNDED BY TOF CONCRETE WITH A P 9 it I, .266 feet I 0 - ML SUBGRAIDE-ZERO$LOPE . � - Ir- THICKNESS OF THE CONCRETE SLAB WITH A MINIMUM OF 2,500 P.S.I. MINIMUM OF 3,000 PSI. SLOPE CONCRETE OFF THE TOP OF AND AWAY FROM leh 011 .. � - , Eco-Pricra'is a trademark of Uni-G.roup USA. � I � I . I - THE DRAIN. � W . 1110M,21 Z - - � co . . = cale. See previous pages for actual product dimensions, . . - - � , !z Note: Drawings are not to s I I . . (0 . . - I I a 1 - I I - I -. For product i I nforma.ti.on and customer service,call i-888-MUTUAL0(688-82501 00 I h ic � I - . � I I - - . a I I -- . Washington Oregon Idaho - . Montana , I I 001-% . � a Auburn Olympia(Trunwater! V) - - 0. � . . . I Hayden Kalispell - I . . - � I . Bellevue Pon Orchard Clackamas � 0 I - I - I � . I I I I � . Bellingham Redmond . Durham I . Nussoula � L0 - � . I I - � Burlington Spokane Hillsboro - I %-*# . I . I I - � . � I I � I I I Mukiltect Tacoma JParkland) I . . I � � � I � . . I N'ancouvvr,W.A. � I - - *, , . . - - on 11 I � I . MUTUALMATERIALSO a I I -- I 7'rutted Since 1900 1 . I . . I C Midual.Materials US Sw-Priarain�"9 0. I I . . ry . . TWHNICALSERVICSS I 7ECIMCALSI1ZVIC25 I . , I I - . I - - -896-825-4716 1,88"25-4M , . . . -11 I ft&9a%ftftdspmccm I I . . bi TYPICAL DURASLOPE INSTALLATION -hU--%&P-- . TYPICAL DURASLOPE INSTALLATION . - I I . I � I . . . �— � I CLASS WVLOAD APPLICATION FOR=41CREFS N-T.S. r CLASST'4�LOAD APPLICATION FOR ASPHALT I . 14.T.S. I I z , k I - � I [- � I I Li I I . - I I I I I I - I . I . . V) () V) . I - - I I I . I ) � I :D � . � . I I . . I . � . I /- I I I . I :;;� �— ry � � � ( . - r') . I - - - I - I - I I I . I Z [— CO F— I I . I - - � - I �". I I I I I - � < UJ D I to I I - I I - I . . . 0 rY < - 04 . . . I I I I I �- N I . . I - [`�- . - I I � � I -iii ry �7 1 . . � 0) . . �� I . I I .1 � I . I . � < LLJ I 0 . � -1 . � / --- - - - -- . - 11 I � I I I � I 11 11 I I . I 11 I I � I I I I TM . I ry > < F= Z, � I . 1 I I I I I I 11 �, - 0 - I . I TM - I t 11*�,s,0-"T`,�� 11 I I I I 0111110 W01% . I I e A, C , y , - 91M . V-11- '% �' Z < 0 . 111.1-1 I L1....L.1 � I F 11,�,-o ,ik �c V. ,�a"*,ilit')rp- I,* . . - ,* . I I D U R,AAa :-.StL0PE I "'11- 1 I M K3014si � , - 1 -4. -,,'J,1'A.j11 C in < DWI �,ill. 1 qs� . - Priol C1 I I - I - .� - A �Lk�., I * ill rl 1:0A U,JKi 11 Eco - � - I � - ,;U-.-.-..,.,-- T � 9iP-pu��r�kftivsi"-A=wr I 0- 0 0 W I I I I I I ir I I - , 11 I I I 11 I I I � I I 11 I I - I 1. I - . 11, 1�� ,�, I -� - With its unique, patented interlocking spacer lugs, Eco-P itora provides -17 F- :D 0 � . I �- r - I I I I I I . I 1�� -1 � I I � I -- I �, 11 1 - . � I . � I . 11 � I I 1,-�!11-11'1, .1', I- -- I secure structural performance for permeable interlocking concrete C) V) < r) - . - . � 1. z - -1. �-- I � . I "", I �, , � . GMTING TM - I EML n 0 - I � - I --, Pavements(PICP'51.It works well under vehicular traffic,especially when Z =) 0 W a I 11 � -1 I I � . I I 11 . I mrga U 3i 1 1 T'I I I 11 -- 1- 11-,� compared to other'non-interlockirl permeable pavers, I X I I 11 I . I I I I . � Lli 0 1 - ----- -- I DURA SLOPE - � I I U RAROPETm -1--, I�� "I I D < 11 � I - � - I � I I I ­­� The flat,durable surface is also well suited for pedestrian pavements and I- , , NDS Dura Slope- is a 6Vq' wide, A-foof-boi &��O, , - ry "2 - � ' 1111�- the narrow joints comply with the Most recent requirements of the ADA . 0 I, I - I . I I I I , I � � I tth a li slope of 0.7%. 1 �q, (Americans with Disabilities Act). - � � I I I � GRATES I I I kench Jrcin Systerr W CHANNEL DRAINS I F— > 0 — F= I I I � I I'll, , I -1 I ' - . I DS-231crA Inm ,660-.66,S Pol�,�.fin DS-221 � I I � - I , . ry Lli I C" - I "I I . Each ,channel $-ectlon is molded of gray " �� 1 3: DS-232 Dii kon ,AD.A,(,crPVIiI ,Calvcu!"d S#4 -1y" - Use Eco-Pricra for: I LJ V) d, -9 . ADA.Compll , ��,- -, I 1*1-1 I - ,,�,--24, . I - I I I I I � I I I ��',' -I . I � I,- 11'*,�- �:,I � . . . ,sfrvcturol,fo�lm polyethylene ' fth UV inhibitors I -- 4�w;-,�p-f�f�ll 11 I I 111�� - ,-,7�,- - ��. --- 1: � . � I . - � .1 . 11-1 � -, �'--' -I�T --Z,�11; � - *Driveways a Parking Lots 0 Conunercial Applications n :2 :D < m-i f-,ea. � ", ,�,,�-IIIWV - -� - z - 1 1, - --r � , - - � i � . ;;1 I I I -odicts �-4'11��----2�--1 F 1�'-�-A`l�1`A----7,�A �,�,vpg *Residences a Pedestrian,Plows . - --� - . 'A --' ':"-- � ---- ."', I 11�� A t�L A ,�'�, -"ln;i,-� and bas id 4' inside diameter with a-27 r "e�:;flml, � I , ��, A I �, ,� - - 1 :2 0 ,- ��,� ,- I � , ��-4�'- A, , iol'�11 , 11 , e. . =� - W.`6�'- , I LLJ I` f I �F ,-;f4.# .�W'17.11-- �-;*� , I 601forn. The system consistsof 4-16ot' annel � OiKmtH%-"�t-�-.'?�-,�;4--,--.-,- " - . li .�,� I I ,�,,--' - -7%- - "-,- C I .-, " , I - ". - I I I � I . .11 -� If fift-�'1111111----�, t - - � � , -1i -N .,:t�i-fr; . t, I -- " - , , -11"- -1 4 , 4x8* -11 n - , �:Zm �'- 4V at, 1, (V "�. I 8X8* - I"­ �', �,o�,,-,*- 1� , I ,.�� - . C L, -* `0 " -��k"-,',�, "'".1;t:;�;--Pi--�-- -,el , - I (n 1'1�z -, �1 — I ,,�;� -,�;� ,lill 2-k-1.1k. -Sloped Ckall . - "I �c " .422,; N, -0- sections including 24 pre � I . :1 - �,�� �r,1'1111'1` , , 11 , -1 " ' ' " - 1.(`,!"�,',�-�-" I ,<-'Mi I 11 4%8%3*4" 1%, � � I >- - M I ii I - � - I-�111P, ,�: I 0 n � � I � - � -, _ 1 -��,,,­,,�r,;,," , . "A,-,�r Q��t7��'4n-,--* - ',*'��--Z�,U�7�' I +-1.44-T--;,,- , I I I I , , D -, � , ,Z5 I �....I-I 8%V x 3 Va' 1. �, 7t;,�, - ,,, � I _�,� , - nel seIliflons. T1 e I ill��ft 't-�,7��7-- ,, --,, I ,-.'11: �V� :sections r,,d 9 eutral chon I 100 mm x 200 trim 11-',�, X W -I-, -, , " I I I I , 'I',I � - I ��' ""I -- , / I 1, - -,- .,- ­ ��I-N-iV!111*j��,�-�, sloped �channel sections enable the systern to . I --, �, 1 80 min 4M-111 M < �� I �t% ��� Z- , -- 1� I . ' 11 200 rm X 2M- - m-! "a' �'X,�R?-- z,� 'T �,?, - I I � - -1 , #-- - > *��N� .,�, III , ;, : -1 .-I.j-t,.J-J--L;-��'� - I x 80 Tara, -,�i� I - - , , ,� - :2 0- . I I L": , , I ,4.�-(7�,*kf%�`��--' - I * . , � LLJ .�:-:-Zll - - I I - I �--�� 11, *0 "k, . extend to a length,of 96 feet wirl-, a continuous � I 1*1 E� ') -�-' I- %,...1, � � - � 111- �� - I I , �, I I I I b 1 -�4-:;,;- 1 .. LL- = I , I . I � , I I I slope. " - I I - . � 2-7-Me N R 1 IM . 0 L)5-226.5sairtlimii-SIM - DS-670 Mycliefin I I (,() z DS-228 GQI,unlzed 1W - DS-671 Poll , - . . ---1`11 . I - I ----- - ---- - -J ' LLI I .0,1� ,1 III' Heal-FIrtof I HeA-PFQot . k ."-4t!��,Z A I -1--I I Z- Zllmzzl�� -23 137-3*2�c -J K *��,-- I`- ,�3�1, � 1� I , �� I � I I �ADA Crimp I liant 1 -117:,-"-., ", ADA Compfivo ,--If - , -�;t��-111;111� I I I I 0 1 . � -,,_,_,,44-,*-I--1.� I . dkl z . �1- �!�� �� 4-e�z&i�Fg-�:t,,,- - le�,�li 1 4�6 pcsl 1'50 pcst'rn'l - , , - 1, ,": 71-;r9l' I I -) ' 456 lbs(1567 k- -r - ,L5�-, ,�;� I *1 I; � - - � I --, -L - � - , - ", * - I I i with 1/8�joint J 10 mral 432 pcs 912 ft2(8,65 in 8 lbs 13.6 kg! 3, .) 0 0 It ""' ­ - q I I - -'V: :� I , ,��g "'I -110ft 1-1�, - , I , �" ,,.V;-, "" '11:rll - W,--- -- I 1, -� - .. -- it;�,�-IL � - -�� ",7 i - t�­,", I 1�- ""', I - W I'll :1 ! MN�b I " "I'll' ', Idth�" I I� ,,'�-, 11 I Ili Nevii Elura 51l Charind 75 �3.998 3.998 5,354 5,760 7.45 - I a , I , , .1. 1,-:03;!§§,�M- 1 �1-1 1, . -- � , "'Mi , , -'r-�P �'�'� - kw lt th, - ' ' �... i� I�� ., I A .I- ,, �- l '.41.1-i. -�A,4" -�-1 MM , zA, �....... .- BN -:,�­,,�',':- -1VC` it . j.-1-:g -I n.- �', � - -e, 7 � I , � , I I'll I - -,:�11:11�. . ;�, -,�,�-'��.^--.&,�� I'll ,,, , -- - ., �� t �Pl 2.3 pcs/ft'(25 ped m'4 1---��;,�,, ,. ��, C ,,,5� , 'e, -, :0 - ��,, I�'',�, -,I 1 -4zltz�,,�� 4.341;Vep Dum 192 pcs 83.04 ft"(7,71 rn�) (f) C> 1-.?.�-Z---, C - �-, �----,,�,,�:-III�,�ept�-��-'�"`%,`, , -- - e-,,-�75-�,-,,,M7W7 ,", 1�9;-,-,,n 16 lbs 17.2 kg� � 3,172 lbs 11439 kb-) �--I- .......... ", ,,, "'', : " . _ � � -1- I with 3,68"joint I 10 mm) . �� It f-E.Ii...'.�"'.--- , -1, �----�-- - --,-,-,,,��11j, "11� � 0 �--�,: - . - " ,-1 N- n 11 , I - -1 .--1. 11 - - I .. - I M� I I � � I.,.-- 1 i--1545 0201- - V;�� I � I I . -*1 , il , , -1� ,�� t'Jeukall Dura Slopechonnel 189 4.334 4.334 5,692 6,1 03 7.81 1 . " , , �;--I*--! T, - , '. -- � , , ep - 1 5: ' ' - -: t , �,�� :4:7 � - li- , .1 ,�� 1'-A, i I � -- ,*J-,:;J*4--,.`:,- i . � CiVI Deep Dutt,S p-Zhonnel-'-� �,,��-77-- �,:�a�4,334,�- -,' .670�-�- ­4��,6,1406--"' "' --`-��-'-I�1' 02-777-�'r I I I "i 4, , � I �:: W., , . *- Z� 11 AM- . - -4 11-NN, ,4011- ,- I I I T.;I I 1.;1-t��' 'All dimensions are hard niotric with soft Imperial conversions V) J .. *, " . . I D5-r, 4671 k DM Dun 51c'm Cl 103 A.6?0 5006 6362 6,4A2 817 . �_E -,il . -1, . ,,93 ,5001 - ,� T-F",� I �11'.-M, ""' , . . �D5,094 � S,,A)*io5341�f�xopfitims�"C�artrw 11 -I -7 1 �--6,699--- �--, 6 7e-6�- -�e-�,,6,6A �-- � -All Weight per Pallet noted ablve include a 501bpalletweight, I 0 U) , � - - .�� �:NZ --- 91 ��� -;&006v11, 1 16,342 I'.,,-, I 1�,* B-$,� - - �, I - -�, . . I . - DS 094N 5.341 Deep ill Slope Channel 131 5.342 5.342 1 �6.71l 7.111 BS3 I I K) 0) - � � - ) . I � . - 2h.channic-110tv 12 2.1r, 27 . ,7-0931- 3,344 to 5&'-Docp Dum 84-C�a�,--- 777131-�- �--;6,34z�- 14-5679-` --71 -1, 7 7 I i 7��-',7 �,,-e-8�91?--,,�-� I . V) �- - I � - -� - � . S.&I to 6,011 Doap Dom Sloo;Channal - � - - M-, - M-.4 Mwlmm - I ------------- -- I I -11 2 lit oioni C-rdo, v ; �12 ,' ,� 2,92 , 1, -','�V-;,,-'-, �,,�,I DS-0" . � IA5 I 1 S-Ms 601A� -73-70 7 A50 936 IMF 01 -mr."I"MR11 � 0 IM I I - I . . J11nill � - 2 h.clvrviol CM46, 12 2.92 27 NDS#W-,#66I.ii662.4(,63,0664.#6,45.2ft. ' 0�,097,-1 411 110 6,135,01I oura*P4 O'driew�-- - 1�119'­-�-- r- 6.014- ��- '615T,,'-�� -�f],,,1,706'e,�,-,.�, ��,-,7 1 It -��� 'I- , , 786,��,- �,­� III zkvl*-%� :1=jJL]NJNUJWL%-I ------------ I I 51 rwftxal foo m fta�&lli n wurod edhwffI grft- DS--'.197N 6,351 beep Nedral Cvu Slope Cill - 173 6.350 63 -� 7,708 -8,119­ � 10.131,11 Eco-Priora is manufactured to tlie same high quality specifications Available in standard gray(natural concrete cclorl,Custom Of > � 14 I'll -- 2 W cmrin4l Graft I- � � ,-121,11- -292- -",-27"1- - I W inhi6li � � 53 - -1- I as all other Mutual Materials interlocking concrete pavers and colors may be avaflable,depending on order quanLiLy Con- 1i - , � ii surkm aroa of 29 61 Ulu= W-:a - 6,W1 to 4,�Ioioeep Nra%ope C61144�� � - , 250-1�1"�, -1-4,146941-`111 1�--8,042�:-�� �-.�",-,S,122--,�- -�4��--�10,1,1-�,-,,;-� � IF -*A 3C 663 2 ft-III Gmin - 12 2.92 . I I I �. � ��,,-,,?`�i- �,�,��i,* , -, -,� I ­ �� 'M' , I 1-1- meet or exceed the requirements in ASTM C 936, 'Standard sult your Mutual Materials representative.. - -0 1 27,�',��,I- incIr&pr,r fad.V AUGRIIA par fmd rk.,� 6,69"to 7.02'Deep Nirt Slo�-(i 187 6-686 Z022 , 4 10.48 � 664'-r 2&III Crde,, �-- ,,,,Sord � -12 ;, ,:292- ---,,-//��2? 1, �1- .W 8378 6. � I I I -� lw`;" . , I I I M1 00 1, I rViT D'Ad 71*1=-777-,,-,',-,201-,�? 17Z-58��,`, 1 ,`17 ---' --'I 5,m Sp ecification for Solid Concrete Interlocking Paving Units.* 0 11 I . .1 1 665 2 ft.Chun"C,rcilq Rrtc�Rod 12 2.V2 V I I 1 7�02-;;7T P" ...".- ,��-,,--7,022,,/,� -,-." - - ,,-,811A,,i,,,4 T794 7 - -7= 1 I 0I I' D �- 4,-1-1111-011R: I I M I OON T361 Dctp 11,4wilrd li Sli Channel 215 7.353 7.358 8.716 9127 1 11b . � U) - � , I - ,, -1 , - ­­' � -.,,, ---�,�-, , - -�- , - , -,- , - , - 2�� - I - , - -�, � � I � - � �,,',, -,�, '-:�, �. - Ni X 51mattool F=n Fict[yokfir�murod . 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M- I R-". 3 53,750 , ,, , I , ,,, -:,�, - � ' 11 I §1- r I�,Z,"Y", �� ��T�,`�, I ---.,.f DS 102 7,691 t 11.0131 Deep Ltiffa Slops 0an.riell 1 8,030 1 11W I I - I " " ' - &M ., I, --,z6',�" 1, , � . - -24, - - - - -,,,� - ,',,,"� �-�� - -, ,� -; ­Veit,�'��­'' ' �IWI I I �; � -­26DS " - : clarniel - , I I I I I I�",�,�,-,1,� I - -,il,`� �' imammw �,� ,�,z- � " ,�,:�� I 1�3 1,'I",lo�� � I.P IQ - , - z , I - ,,,��;,��,,�, ­`-��--- `,`,-,`,�` -- ,-1 '�' L­',' - , .1 - ' 243,, 77 771:��7777�� �777 --�,,-`,,� �,,�,�, -, � I 1. ­�='A " , , "- , , � I - -�,�,---7 - I ---- "-, ,,,�, ,,I - J� --�_,: - "' ," 1- -122' 1,03�- SM'to 6,371 Deep Duto 56pc C not-,: ,�,,�Z --,� ,",'I tgo,,�A"�,� 32 �,� �`,4,,,,,'�,14,],��-]&* li I' I I 15.Zi - -�,-,,x143,­-,,,-,,.,� Zro:�,, ,, �:,:'�` I I .1 lx*l-pr4.,".,atql Q.,pen'Wrlaceavad DIS, I-an -, a-oz, , - -- -- ",", , ''�-" - , , , I , - , - ,.­�,,-,_' ," _ _ ­- 11 �el -� I I ". �, , - � -1111 . .,'', , 9t,sca�, , -I ,-- , - ,, - ,, ­ , � I I - 1- I , I �, � - ­�:-', � , - _ ; , , ,,,1 - In"�',�,�,�-Xt-`-X,4,14-- ��, - - - . -1� "� I 11 - - -1,11 , 11 1',� "�� , 'r �, ,��:, -, ',,�, , , :111, -- - ,, '-�, "', , - 1-1 - ", ,�- �,�,�, �, 1,11 f - 9.36 quov itI per Ld, *:PiA per 16I ,' =; ,� , 1, ' - -2TO �, 30 I DS-1 03N 6.371 Diew NeAral Nra Skpe Charrid 257 8.366 VA6 9,724 10.13 M I �, -1�add - , 1,I.- , ta , , j� �­'�20&T '' �-052 ,� i'l 2 � �� oll1liii '' I- - ,, 1 aa, - I Ill,," 12i:,�6 ": �� 2'" �,�h ,,, afl - . � I , =6,r,�� �',' � l'! ,I I , , , , ". 11 -* I I ��- � , � - I I 5 12,27 - I I I" :�� . . - ��%�Pi jj�,,-�, ,'4 1 Y-11,,I,"�, ,;, "",", 4: � "L, I _ ­;,��, I I I I - I I I ',''-_---_-L-,'' �. ,I,11,�','��", A 1-": ,� I , - �:��, I� , , 1 2'' , . 2 ft,Slorkst Stc ' I !Fkl-)NAM 04109INMA1011 F-ATJ;zBW1; -- �� , 11 - - - -- I , - ., , ,� - ,i�- ,- , I -11 - '7777377- = -11 I �., , , , - _ _ ,",� __ s' siod 12 S-22 1 9�4 NOS#DS-22,6,Slairi S14 grale�light h-affic =75A 77 837,*a,Mi5n*lJUfts6mC6M - 7-7477t 77,77 I,- "" ,�,,,��,,��, , I , , , � - I" :- I C-S n I , I -1-- -1, , - �� �I aii i-�'�,,�I " - ,�-, , - , - , ',�, , ,, *-266, --�8,702-,,,�F -�4 0 05� � ��,, I � , I �- --y' - I -�,4 11 2.91 �"- ,�% a --y ,,��.,"I,, �- '' - , �052� 27-0 :,�� -10�, .06, - iTs . ,64 � ,-,� 11 -, -- , 11 f, OREI 1'del , L ,ft I ,21i -,'6 �,,., 11 � , ,,� ,W N �Iil).&I ,- , 1,:1 ,I�- ---:,dJQI I III I 0 1-1,I�, I'll -I I-1 . Prr6at-A(-hcnr4Gn* I I I � rded,lwel-prai;l, wtfme area - I I . - I I r- 1- - - "I', ,,�,,, : , �, W I ,:�- ,":-,"':, I ""I � '-,, - - -I 1, - I I I I I I I I I �, ,�,z , , " "I",,I -- -, I , , I'-,, , I ­ , - , ---I 1�, I L - I ft.cmilvaoiaeci Sleet -14' . ADA carnplial.011 D&I a5 F6.7il 0�15.=T-CMM 271 8.702 90:38 10,394 10.474 12.71 1 1 1 1 1 1 1 1 - I [-- i - I �- - M 11 , ;:,:,, --1 I " - ,I,* I ,;'ony:�', V4�"tt:-":::, . ,�, ,- �- ��', - 11 sli ��-ZDS , -"� �"r­', 47, Is�L�1,1:...24�- - I � �� I I .1 - I -� '' - ,,:,. i- ddl�G ,���.,"'T ,�-h ,V', ,, , , tal, �'- I "-�' -:"- 0 1 1 1 1 1 1 1 1 - . ,�, I � , , � I � I - I to� - - -� - , �, , ---a-- 0, P6+jt*d Chari C4.(* ,��� Wef" 'L-� I ,,I. '" - -,,1----�, "",.-I I I V) I -11 --- , - .1 ,11 ,Jt. ' -A I-- . � = ­.�L - ,�- "I"� , � , , , ` 102 --�od, ,�` 2jqjw9iml*sp9rW,l0AQP0.por0dl �0i 06,-� ,9,o4,,fo9,;p7;7FP;F��-Ctiamt�,4- ��,�-,288`�� ,j,-,�;. ��,� 779t37A -.", ---Ao�l I'a.7 --,-713,,a7,-,',;- ,�- ,��'- , . 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DRAIN ROCK � 1: . :212 11 314113/4 1 f 9 318 . .. 0.76 54 in 66.35 1 2 { $ D U e' W tLA F °} ° f ` '` p ;19F© 167f9 .167/9 1 7ft6 t{M•OOSq.h. 136.2dGFM 5.5 ( » OUTLET COLLAR p�, tB1C 16719 : 143/8 1 7.16 ' ;`11�( Sa h_ 13624�Pht 55 3s� wliL C8f3QtS3 .1812 167/8 i 8119 1 7f16 ' 1 Qd.00 h l 36.2k GPM SS i e • Z FOR NO-HUB 2 ut 2 19125 : 16 719 7116t`�i M to CONNECTOR C i z Q 12#11 237 6 x�7/B 2 7=9 2R).60 Sq.h. 303.5, F» F ,t ,{ �. DATE: 03/05/2012 #123718;:: 23718 ? 719 - 231.6FSq h." 303.3iGPM 4 NC) s a > i r GEtfEXT1LF 913 9 41119 pJ16 3573}k, #6.7�CPMz-1- _ � � (MIRAFI 14ON OR SIMILAR) E 1213 »;!12' 72 311E w:318 aQ.S ,k ' 77.F5G1id d5 1 to : 1 �. L�cv+rs t y '.. cL S1 STANDARD _CAST IRON GRATE 0 ❑ �, �- ;s rte. E. ' DRAWN BY: CPK 4813 16718 d1 :'23 119 23 7/9 2 1 E�aaz h ;`266 sj vPM4k 138.63 PM W Iso a E {, O FLOOR SLAB 5'15 9314 93/# .1ld , - 65,DGS4in 05.16 GPM. 225. '3 �w,,,,. �p..� !!!!!! IAMECER PROJ. MGR: CPK LO 1215, 11 ale" „"i 116, ' 1113 3Id '.' 177.t1s4'h":18121gM 7 :, v - I 24`9 OR 2eO ' x 1910 (6314 16314 1 1 291.0p54.h. 3sl.21G;'PM 17 t 8 Y t t } ;' Eli R TED PIPE P FOA ► E' 2415 23 3/4 23 3/# 2 1 1/4 33206 5q h 43S GPAM1 67 # o M r � + r�A a SECTION cj ' •: ; , .. aµ (NOT TO SCALE) �1�.1� •:� `-r��c���tx,.� - '+� t � ' CHECKED BY: CPK _ NDSr d " SPECIFICATIONS ftif PROJECT NUMBER N MET 001 0 1. J,.rt r..` f'r r,• • C� IVDS Customer Service aD . ALL WELDED STEEL CONSTRUCTION. 5. OPENING ON BOTTOM OF WATERSEAL -1 >. ry 851 N.Harvard Ave Llrldsa CA 93247 N TO BE GREATER OR EQUAL TO AREA Phone:(800)726-7994{559)582-9888 m U MUSLIMEDU-1-01 TYPICAL UNDERSLAB DRAIN DETAIL � 2. 10 GAUGE STEEL. MINIMUM THICKNESS IN OUTLET PIPE. 2.0' CASE FILE NUMBER a DESIGNx Fax: (804)726.199$ (559)562-4488; E ISS75 SW S,qulaft,k!•5u,"17ra B BASE GRAVEL FOOTING MINIMUM 'O " A F.M.4 oe 91224 PROPOSED MUSLIM EDUCATION TRUST BUILDING 3. Y THICK HEAVY DUTY CAST IRON S. STANDARD DEPTHS : 30•. 36". 4Y• 48" {Np I TO SCALE} iy SEPTEMBER 2011 FFIGURE 6 N GRATE. "OlI 59!660.0767 Fa'SA3.9Ud.3a6i. - - •••' www.NDSPRO.com 4 TIGARD,OR 7. MANUFACTURER DOES NOT RECOMMEND - .•, 4. COATED INSIDE AND OUT WITH LOADING CATCH BASINS WITHOUT PROPER u MUSLIMEDU-1-01 EMBEDDED WALL DRAIN DE'T'AIL n- t DESIGN- C5- Off ASPHALTIC PAINT. SUPPORT UNDER GRATE FRAME Z SHEET UMBER ., h.. «,.„. . , . ..:_..T EET N SW 5•R4u a#..(nay•suix'teR - - -- FWrt•,xt0191••24 - PROPOSED MUSLIM EDUCATION TRUST BUILDING .. orrsni:ssa:e7as F,.so}ssa.xwe SEPTEMBER 3{}11 FIGURE 4 T1GARt}.OA - 0112 PLAN VIEW STANDARD LYNCH CATCH BASIN NOT TO SCALE OF �- 14 - x CITY WATER DEPT STANDARDS PLUMBING CODE "L 12" BEHIND SIDEWALK I - -_ OR BEHIND CURB - W II OUTSIDE OF WITHIN w WHEN NO SIDEWALK THRUST BLOCK CITY APPROVED • - - PAVEMENT PAVEMENT W Z ^ (V BACKFLOW DEVICE FLANGE COUPLING W O 001 RETAINER GLAND w �. :, ' I- Q O E") ADAPTOR n , T T w r 1 30"X12" RO OCAST METER BOX01 CIO 2" OR 1 1 2" 7x / 1 METER W/17"X30" ROTOCAST LID W/TOUCHREAD HOLE IY FLOW FIRE DEPARTMENT r PLUGGED TEE PLUGGED CROSS B PLUG OR CAP 18" CAST IRON 910 BOX C:) 0 12" MIN w PL END r', • MEGA FLG 3 -I JJ' CN PROVIDE 24" BY h+�V Q O a _ - FLG OR EQUAL _ 4 THICK CONCRETE = u� '``� CONNECTION / -11 J PAD (SEE NOTE 4) to 00 J 6 MI OPTIONAL AT THIS OSHA APPROVED LADDER Z4" MIN LOCATION HAND TAMP BACKFILL ''" - .�0 Q LU 2" FLG X COMPRESSION ANGLE WITH ALUMINUM LADDER AROUND TOP SECTION 6" MIN. h • STOP (FITS 1 1/2 " APPLICATIONS) VAULEXTET BY UTILITY TO IRRIGATION LATERAL PLUGGED CR _ � MAX. 10 CONTRACTOR TO SEAL ALL OSS TFF 711 �y MJ x TAPPED PLAN OPENINGS IN VAULT WITH NON SHRINK GROUT PRIOR 6" ASTM 3034 PVC 2" TEE TO BACKFILLING CONCRETE THRUST BLOCK SCHEDULE k�V 2" TYPE "K" 3" MIN. 6" MAX. TO RESIDENCE (BEARING AREA OF THRUST BLOCKS IN SQUARE FEET) COPPER PIPE DRAIN TO CURB OR FITTING 9013END, TEE, OR 45' 22 1/2' 11 1/4' OPERATING NUT EXTENSION GROUND LINE J - - DAYLIGHT PLAN SIZE (INCHES) PWGGED CROSS BEND BEND BEND (SEE DETAIL N0. 505) .��/ 4 01.9 01.3 METER BOX -- COPPER LINE 3" MIN CLEARANCE DOUBLE CHECK 5 04.0 02.1 01.3 COPPER BENDS /2- ON OPENED VALVE ASSEMBLY 8 07.1 03.9 02.0 01.3 AS NEEDED OS&Y VALVEMEGA FLG OR EQUAL 12 160 DB 8 04.5 02.3 MIPT X COMPRESSION CORP ` tN" INLINE CHECK VALVE /�/�\12 - 18" 16 28.4 15.5 08.0 04.0 24 64.D 34,9 18.1 09.1 M CONTRACTOR TO INSTALL RODENT CONCRETE BALLAST 3 CU. YD. - SCREEN ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P-S.I. AND AN STA6" r MIN- WHERE FLOODING OR I ALLOWABLE SOIL BEARING STRENGTH OF 150° POUND PER SQUARE FOOT. TO HIGH GROUNDWATER EXIST _DUDE COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING �'��♦ 4, (TYPDRAIN TO DAYLIGHT OR 1" UNION EACH SIDE STESSES, USE THE FOLLOWING EQUATION NOTES: �!\ � INSTALL SUMP PUMP NOT TO EXCEED CONTACT CITY FOR 24" DEPTH BEARING AREAS = (TEST PRESSURE/150) X (1500/SOIL BEARING STRESS) X (TABLE VALUE) 1) VALVE BOX NOT TO REST NOTE: ELEVATION PUMP SPECIFICATIONS ON OPERATING ASSEMBLY. T 00 CONTRACTOR TO INSTALL MJ X TAPPED 2" TEES AT 90' ANGLES TO METER CRUSHED ROCK BASE ELEVATION NOTES. 2) OPERATOR EXTENSION I 1-1� LOCATIONS. HORIZONTAL & LEVEL. - 1. CONCRETE THRUST BLOCKS NOT PERMITTED UNLESS APPROVED BY CITY ENGINEER REQUIRED WHEN VALVE NUT M 2- STRADDLE BLOCKS REQUIRED WHERE LINES MAY BE EXTENDED IN FUTURE SEE DETAIL NO. 561 RR 12" MIN INSTALLATION SHOWN IS ONLY A SUGGESTION. 3. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. ISDEEPER THAN 3 FEET ® 24" O 24" MAX 4. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. FROM FINISHED GRADE, Ln THRUST REQUIRED BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN ENCIRCLED ON THE REQED FIRE DOUBLE CHECK VALVE ASSEMBLY FLOOR TO BOTTOM 1. DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER. 5. 3) CENTER VALVE BOX ON OF DEVICE THE PLANS: e.g. 15 INDICATES 15 SQUARE FEET BEARING AREA REQUIRED- AXIS OF OPER. NUT. UTILITY VAULT OR -EW AL 6ILC0 DOOR 6. F NOT SHOWN ON PLANS, REQUIRED BEARING AREAS AT FITTING SHALL BE AS INDICATED ABOVE, SIZE WRI F.D.C. WITHCIUT F.D.C. OR -EQUAL 2. BRASS, STAINLESS, OR PLASTIC PLUGS TO BE INSTALLED IN TEST ADJUST IF NECESSARY, TO CONFORM TO THE TEST PRESSURE(S) AND ALLOWABLE SOIL BEARING 4) PROVIDE 24" SQUARE BY 4" THICK 4 676-WA 577-WA J-5AL COCKS IF BELOW GROUND INSTALLATION. STRESS(ES) STATED IN THE SPECIAL PROVISIONS. e 127-WA 676-WA J-5AL 7. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRESIDENCE OVER BOX OUTS PAD AROUND VALVE 24"--� 8 5106-LA 667-wA JO-3AL 3. DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, FREEZE PROTECTION, BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS STANDARD DETAIL. BEARING AREA OF BOX OUTSIDE OF PAVED AREAS +0 5106-LA 2105-LA JD-JAL AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS THRUST BLOCKS ARE IN SQUARE FEET. AS SHOWN IN CONCRETE PAD DETAIL CONCRETE PAD -CITY ENGINEER APPROVED EGUAL FOR INSTALLATION. W •PRRavm e" .V%1Y1F0 BY nppx Cr1Y pp TIGAeD NO SCALE Cny RECA)N Bn "�"A NO SCAT F CrtY OP'I,GaRD NO SCALE CDY DP TIGAtfD °DU Av NA SCALE CT'lN'T,GARD u. DU em. NO SCALE Z D4Rcon AGUSIIN P. DUENAS, P.E- DNPGOry AGUSIIN P, DUENAS. P.E. DSPs,DN AGUSi1N P. OUENAS, '.E. OREfinN AGUSIIN P. DUENAS, P.E. OACGON AGUSIIN P. DUENAS, P.E. CAPrrAr.,LNSPta4-LION AN[I 2" & 1-1/2" DWG. N0. DOUBLE CHECK DETECTOR IRRIGATION DOUBLE DWG. NO. rwzrru.GaNsmnenoNANo STANDARD THRUST DWG NO. PAPIPALrANRir110E'IONAMI TYPICAL GATE Uw, NO. ■ T4N91'OlSAS10Na[v13@I O'v[„tlNW CAPRAL CAN6I8UCLIONIHII LILY EHWIEER DWG. NU. CIT'EHW1EfA tR19 9.w.nAll.9LV➢. CAP![N.CON%1RIN.TION ANO e. n1ANRr0-IAnON OMeW Vr,�L 18AWBPOSPASEOND`rD ■.' : SYAronlw.Tl(@10fY80N .JULY 20109 WATER SERVICE 52 � Iry•o -�-� VALVE ASSEMBLY 533a'� ,� T CHECK ASSEMBLY 531 L.,.E~2009 JUL 2009 veu+,, a»nn nnAeo,oseroNvrm JULY 2009 nae®,onitrn-mv JI:LY 2008 �J''R'NAu'�'"'D� uw e.w.EwJ.w.vn. PAH,(6>nI mih""'rar "u vAw t :J6 PoM8(W>I�'-In E vofQtlRt)Awa1n t v0,�; ym� JULY 2009 BLOCK 560 _,, ®�O' JULY 2009 VALVE 503 C� PA&1'A3)N4961 •Pmovy D/.'E PAL IEEJ1614181 -vMWAL M2 P!L(RET)QF'I®! O.hE py; •mrzwAL Wn f�aNAP/ -V[-- V) / J � J N Q ~ z � �-Ljj J O O D Q ~ O Z Q 0 WATERLINE RESTRAINT LEGEND O U � W F- D o I- Q p TOP SLAB 60844872A 687-WA-TWD < U W 0 SKacv»H1H-4672AL Aacsee Door Q +'-2' >Y Aluminum Dionond qdee 6'-2" aaN, ladder spr p lf. p den Door r/Dodh DHlrllld SIDEWALK ADJACENT TO CURB w/Nucoum ExtelWon 300 pa, p,rW Do rated 1 (Locab on of Uaddr may vary) Neta FDC 2-Tan UMS Anchor ; ;1�3+ttkr;�laf edtYp through side bl e Cn Q (2 Et A SW@cher `^ €i± 2= «�� for■uatra O SIDEWALK 20' MIN Q 2-Tan lin indoor xt}$ nHwz r�asamdax. l8" BREAK FLANGE 1B" CAST IRON 91D "MEGA LUG" RESTRAINED FINISH GRADE 18" CAST IRON SIC (4 Plac.- +n Top) r 3" MIN- VALVE BDx TOP -_; +'-o MIN 1 6" MAX. JOINT TYP (VALVE BOX TOP TOP ,�., - ( ) C O No.687.74872 �. 5.20,06a '^ WATER METER i8:• '-ice x/v�•Y/ ♦ .o >- 3 1 1/2 4" DRAIN ROC 1' MIN S N PLAN TAR PAPER (MOISTU L w Q 18" 16" x 16" Kno*c H- F-METER BOX (2 Each Sins, 2 Each End) ��ii Y-+" 6" DUCTILE IRON PIPE L.L w s 6-o" I RESTRAIN ALL JOINTS W/ 20' MINIMUM C3 DOUBLE CHECK BASE r_0 I "FIELD LOK" OR EQUAL GASKETS RESTRAINED LENGTH U) 1" UNION EACH SIDE No.687-2-B VALVE ASSEMBLY O SCH. 80 STEEL PIPE SHAFT z" SQ. OPER. NUT OR 1" soup STEEL Roo +1570 c.. 6'-r TYPICAL ALL SIDES J 3 I J d to 1/8" MINIMUM 1lr x 2e Knockout / o �, " �� 11 44- MAXIMUM (2 Each Sift 2 Each Eohd) 6" MEGALUG RETAINER s, Ma GLAND (EBAA IRON) O U BLOCK PIER 6" GATE VALVE I w _ FLG. x M.J. M.J. x 6" FLG TEE 3 0 tt 0 SIDEWALK WITH PLANTER " w (n Ld H- WATER METER n _ - _ " I�}. RDCK GUARD 1/4" STE PLATE 2�0 TYPICAL TEE RESTRAINT i TD BE s a/4" DIAMETER ,: .,s"' � STRIP AT CURB O w/HOLE IN CENTER side �md sds= NOT TO SCALE O ACCOMODATE MOVEMENT Std' 12- Dkc Bane / ro E+d-I., SIDEWALK 3" MIN. � N (Customer to supply Sump Pump _ i+ NOT TO EXCEED OF SHAFT khadl. AID +/z yr TVWD Dau 3+0/320) 6 \ v/ °'-6- MAX.BREAK FLANGE MO CRUSHED ROCK BASE- 00\15t4" �- SUPPORT COLLAR WELDED \\�// \\\�///// \ -° 17' MIN 2 1/2"x 2 1/2"x 3/8" LONG TO SHAFT `DPtbad-pernklee ELEVATION STEEL LLAT BAR Tualatin Valley i IN, II a ae.lce NOTES: Water District j j 1. HYDRANTS TO BE MODERN MUELLER CENTURION, A-442,(OR APP'D EQUAL) 6" MJ, 5 1/4" % ASTM 30.34 PVC PIPE „ I Nota Sea 667-LA fr optional tap& MVO 3 PORT - TWO 2 1/2" PENTAGON OPERATION NUT, OPEN LEFT WITH THE FOLLOWING: 0750% BOX SPECIFICATIONS 3"x 3"x 3/$"x 2" LONG $ DCV/ DCDV I fn I A. OIL RESERVOIR_ � B. BRONZE ACTUATION NL1T "MEGA LUG" RESTRAINT DEVICE SIZE BDX TYPE STEEL SQUARE TUBE _ ______ ,I q � ,T' c C. BRONZE SEAT RING (TYP) R• 3/4" - 1" BROOKS X1419 SERIES OR EQUAL _ _ -( F D. WEATHER SHIELD CAPMjl, sir � � 1 1/2" - 2- CARSON 17300 P15L OR EQUAL _ fF ` - - - 7 } it -j E. SAFETY SLEEVE COUPLING � __ _ ?- -I F- THREADED NOZZLES WITH "0" RINGS `., aRE00N o w ' � >e G. NATIONAL STANDARD THREADS MINIMUM RESTRAINED se ti INSTALLATION SHOWN IS ONLY A SUGGESTION I IIs2. SAFETY 3. HYDRANTS TINS TO BE O BE PAINTEDM UUSNG R-1317 SAFETY YELLOW OR AN ALTERNATE APPROVED 14' MIN LENGTH (TYP) /(Y W , t ' I II - I I II II _ _ II V 1. DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER. } I ' I I T II BY DISTRICT FIRE MARSHALL. TYPICAL VERTICAL OFFSET RESTRAINT P K1 j ■ I I H@•ma } V N 4. HYDRANT TO BE INSTALLED TRUE AND PLUMB. RENE1yN.06/30/13 I I �II _ II I 5. NO OBSTRUCTIONS WITHIN 3' 0" RADIUS OF HYDRANT. NOT TO SCALE Hl 2 BRASS, STAINLESS, DR PLASTIC PLUGS TO BE INSTALLER IN TEST f�OTE, i I i L_.-U COCKS IF BELOW GROUND INSTALLATION. } - 5. IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POST TO BE PROVIDED. 11 EXTEND 2' NUT 70 WITHIN 18" A FINISH GRADE I I II i _ ,. „II * II - II 7. VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO- 503 OR AS APPROVED DATE: 03/05/2012 WHEN VALVE NUT I5 DEEPER THAN 3 FEET FROM P®_9 .3. DISTANCE FROM BOTTOM OF DEVICE TO KNISH GRADE, FREEZE PROTECTION, � � II �I BY ENGINEER. E AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS FINISHED GRADE - - - - - I I - } } X11 8. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS. DRAWN BY: CPK 0rL FOR INSTALLATION. p� 74 I 1 1 9. INSTALL A STORZ HPHA50-45NH PERMANENT HYDRANT ADAPTER (OR EQUIVALENT) -Ir -r . A• r rF �r ra r-r rON THE 4 1/2" PORT, MINIMUM RESTRAINED PROJ. MGR: CPK uD RerRnvro m Ik Diain Pipe 2QE .v.RLwa Rr. LENGTH (TYP) CFtY�TiG:IQ.` NO SCALE r' OP T1caRn NO SCALE /Coupler ENIZ CTI OP]iGARD "° sGALE 10' MIN CHECKED BY: CPK N Sella , 4 1'-0" OR6G(:N AGDS,W P. DUENAS. P.L. OFEGON A9U6PN P. DUENAS. P.E. /" - nxPCAN AGUSIIN P. DUENAS, P.E. L',,,rrAh,NNDT.,.,-r,<,N•Tm a„Enyap, DOUBLE CHECK 7wG. ND. a«NTAr.aeNxahxr,.,N Va, r,N E. En aT ER(iYFFR OPERATING U DWG. Na cArrrAEcoNrreucpmNANo FIRE HYDRANT owc, no. nANsraBLnONm¢IwN ■. �: '['dAT4pOerAiIONOmw�N ■ 7HEANSPaa'IAnoNnMlaN , O r7nscw.xAEA.erm tna P.m nA M%M. "..Aw.anuuu,,w. O' N TTRAxo,ahh&w"am JULY x09 ASSEMBLY 530 vaAlEa.oesroN rrJ>; JULY 2009 EXTENSION 505 m 687-WA-TVWD 687-WA-TVWD (ash swan ,5 Ya1CSe0))f9rtA F vorr8 PAL H30Sr,1-)8:' E�,< P� I>ga�� ,�,,,� „ Oldcastle Precast 'fIGA®,OxEGON PIJD JULY 2008 ASSEMBLY 542 M,ti PROJECT NUMBER Utility Vault DCV/ DCDV >en `n � •h o•h tri File Name:020UCP687-WA-TVWD O PO Box 323,Wilsonville,Oregon 97070-0323 Issue Date:2008 FIRE SERVICE VAULT M E T. O O 1 "MEGA LUG" RESTRAINT o Tec(603)682-2844 Fax:(503)682-2657 www.tJvwilsonville.com (TYP) CASE FILE NUMBER CoCo TYPICAL HORIZONTAL OFFSET RESTRAINT o CL NOT TO SCALE SHEET NUMBER �»317 d OF /4 Y Lu cv w p 0% .0 } a 00 r 0 6" FOOTING DRAIN INN _ u, LO0 LO J W e • va INSTALL 6" 90' BEND. � Q �- • ' STRAP TO MANHOLE WALL, W `d • MANHOLE CONE AND COVER Q TO BE ON SOUTH SIDE OF MH. MANHOLE STEPS 8" PVC GRAVITY OUT W •� 'v a b, o STANDARD FRAME AND COVER OR WATERTIGHT FRAME AND COVER. RIM = 189.40 SEE STD. DRAWING NO. 110-SA/ST 1 OR N0. 120 co SET FRAME IN NON-SHRINK 00 GROUT _ O GRADE RINGS (2",4",OR 6") ---- _ LO PULL CHAIN AND WALL HOOK aMAXIMUM 12 SET IN -PUMP SYSTEM ELECTRICAL JUNCTION FOR PUMP REMOVAL NON-SHRINK GROUT BOX TO BE LOCATED INSIDE BLDG. • ON BASEMENT WALL SEE ELECTRICAL PLANS FOR DETAILS. ry- STANDARD ECCENTRIC CON77?OL PANEL SHOULD BE DMCWED W �. 36" CONE ---_�_ TO ALLOW PUMPS TO ALTERNATE BETWEEN USES - J z U) Ld O 8" PVC GRAVITY OUT W 0 8" IE: = 187.00 (W) a r 3" SCH 80 COUPLER a z FOR PIPE DISCONNECTION o d MANHOLE SECTION DURING MAINTANENCE. 48"MIN. (VARIABLE l'-4') Z � ,� N STAINLESS STEEL STRAP W 3" SCH 80 PIPE / Z r' AqQ N�, � �,� I 1 2" BOLTS TYPICAL WITH BASEMENT FF ELEV 179.50 — 1 Q °? 3" SCH 80 PIPE 2�STRAP SPACING. BOTTOM BASEMENT SLAB ELEV 179.00 C.� W '�C F- z ° FLOAT SWITCH (ALARM) TOP OF WALL FOOTING ELEV- 178.00 z z Q w .• ELEV 177.70 F---- 0 (-) 4 UNDERSLAB DRAINAGE PIPE ELEV: 178.30 0` STAINLESS STEEL STRAP W/ 0 n � � O 1,�2" BOLTS TYPICAL WITH 6" FOOTING DRAIN IN BOTTOM OF, WALL FOOTING ELEV- .177.00 (� � d 0 2 STRAP SPACING. = 0 6 IE: _ 177.35 (N) BOTTOM OF WALL 6 FOOTING PIPE: 177.35 W o (TYPICAL - BOTH PUMPS) FLOAT SWITCH 2ND PUMP ON) O- Q • , p• ELEV = 176.85 C� STAINLESS STEEL STRAP W/ FLOAT SWITCH MAIN PUMP ON W W J ~ 1 2 BOLTS TYPICAL WITH (n 2 STRAP SPACING. ►• ELEV = 175.85 Q LTJ ZOELLER 267 CAST IRON PUMP '► FLOAT SWITCH (PUMPS OFF) U) _l SEE PROJECT SPECS FOR INFO. . • ELEV = 174.95 < �•, 3 ZOELLER 267 CAST IRON PUMP m c W 6" FOOTING DRAIN PIPE v SEE PROJECT SPECS FOR INFO, i o 90• TURN DOWN d: • ' .. 6" IE: = 174.85 (N) , :. f � :e ' ' % • :: 8" MINIMUM CONCRETE J 48" MANHOLE SUMP a •.. J a BOT: = 174.35 (N) = r 12" MINIMUM OF %"-0" COMPACTED � V) 72" MINIMUM o BASE MATERIAL w (n i REFER TO SHEET C110 FOR STANDARD MANHOLE DETAIL O BA'SEMENT SUMP PUMP MA NHOL,,C 04A PRSin NTS U�� 1 53,750 - #NOTE.• SUMP PUMP MANHOLE DETAIL AND PUMP CONNEC77ONS ARE SCHEMA 77C ONLY. o SUMP PUMPS TO BE CONSTRUCTED PER MANUFACTUERS GUIDELINES AND SPECIFICA TIONS. °��°" o SEE PROJECT SPECiFICA 17ONS FOR CUT SHEElS AND INSTALLA 17ON MANUALS. c" _ • 1 �� :n S p. K1 ' FO"&06�r3 a DATE: 03/05/2012 E DRAWN BY: CPK C PROD. MGR: CPK CHECKED BY: CPK N c r PROJECT NUMBER -M E T. 0 01 . Q CASE FILE NUMBER 0 SHEET NUMBER -a OF 14 Y r Mr- DEVELOPER THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200C PERMIT. THIS SSCP AND ' GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACIUTATE COMPLIANCE WITH THE 1200C PERMIT CONTACTS: ABE TURKI OR EJAZ KHAN STANDARD EROSION ANT SEDIMENT REQUIREMENTS IN CASES OF DISCREPANCIES OR OMISSIONS, THE 1200C PERMIT REQUIREMENTS SUPERCEDE �s ADDRESS 10330 SW SCHOLLS FERRY RD, TIGARD, OR 97223 REQUIREMENTS OF THIS PLAN. PHONE: 503-846-7859 MR. TURKI CONTROL PLAN DRAWING NOTES• OR 360-397-6118 MR. KHAN FAX: NONE 1. All permit registrants must implement the ESCP. Failure to implement any of the control measures or practices described in PLANNING / ENGINEERING V0 / the SSCP is a violation of the permit.t, BMP MATRIX FOR CONSTRUCTION PHASES 19 4 4 `pop�' # - I 2. The ESCP measures shown on this plan are minimum requirements for anticipated site conditions. During the construction SURVEYINGFIRM period, upgrade these measures as needed to comply with all applicable local, state, and federal erosion and sediment 5w j.. control regulations. KITTREDGE ENGINEERS, LLC ANDREW DAY - FIELD SURVEY 3. Submission of aA ESCP revisions is not required. Submittal of the SSCP revisions is only under specific conditions. Submit CONTACT. CHRIS KITTREDGE, PE 15575 SW SEQUOIA PKWY - SUITE 100 all necessary revision to DEQ or Agent. REFER TO DEQ GUIDANCE MANUAL FOR A COMPREHENSIVE LIST OF ADDRESS 6565 SW 207TH AVE, ALOHA, OR 97007 PORTLAND, OREGON 97224 4. Phase clearing and grading to the maximum extent practical to prevent exposed inactive areas from becoming a source of o PHONE: 503-708-3942 PHONE: 503-968-8787 erosion. _ AVAILABLE BMP'S. I l FAX: NONE 5. Identify, mark, and protect (by fencing off or other means) critical riparian areas and vegetation including important trees and associated rooting zones, and vegetation areas to be preserved. Identify vegetative buffer zones between the site and f o A T1� r sensitive areas (e.g., wetlands), and other areas to be preserved, especially in perimeter areas. T-- �` NARRATIVE 1 y E DESCRY I1 ONS 6. Preserve existing vegetation when practical and re-vegetate open areas. Re-vegetate open areas when practicable before and MASS UTILITY STREET FINAL WET WEATHER after grading or construction. Identify the type of vegetative seed mix used. CLEARING GRADING INSTALLATION CONSTRUCTION STABILIZATION (OCT. -MAY31S pp�pppp I EXISTING SITE CONDITIONS 7. Erosion and sediment control measures including perimeter sediment control must be in place before vegetation is disturbed T) f I I .1 I and must remain in place and be maintained, repaired, and promptly implemented following procedures established for the EROSION PREVENTION DEVELOPED GRADE SCHOOL FACILITY duration of construction, including protection for active storm drain inlets and catch basins and appropriate non-stormwater PRESERVE NATURAL VEGETATION I 1 pollution controls. GROUND COVER xx DEVELOPED CONDITIONS 8. Establish concrete truck and other concrete equipment washout areas before beginning concrete work. HYDRAULIC APPLICATIONS x Imo. 9. Apply temporary and/or permanent soil stabilization measures immediately on all disturbed areas as grading progresses and PLASTIC SHEETING X I I - I UPDATED GRADE SCHOOL FACILITYfor all roadways including gravel roadways. - MATTING ` 11 .� _ 10. Establish material and waste storage areas, and other non-stormwater controls. DUST COTROL X X x x x x ffi NATURE OF CONSTRUCTION ACTIVITY AND ESTIMATED TIME TABLE g P P ng g ( paved) exits and parking areas, TEMPORARY/PERMANENT SEEDING x x x x x 11. Prevent tracking of sediment onto pubic or private roads usi BMPs such as: raveled or r I `� ravel all unpaved roads located onsite, or use an exit fire wash. These BMPs must be in lace nor to land-disturbin BUFFER ZONE f� i 1. CLEARING AND TREE REMOVAL (MAY 1ST - MAY 15TH, 2012) 9 P P prior 9 2. GRADING (EXCAVATION AND FILL) (MAY 15TH - JUNE 15TH, 2012) activities. THER: 1 12. When trucking saturated soils from the site, either use water-tight trucks or drain loads on site. SEDIMENT CONTROL 3. U11UTY INSTALLATION (MAY 15TH - JUNE 15TH, 2012) SEDIMENT FENCE(PERIMETER) X X X X X X f' 4. STREET CONSTRUCTION MAY 15TH - JULY 15TH, 2012 13. Use BMPs to prevent or minimize stormwater exposure to pollutants from spills; vehicle and equipment fueling, maintenance, and storage; other cleaning and maintenance activities; and waste handling activities. These pollutants include fuel, hydraulic SEDIMENT FENCE(INTERIOR) x x x x 5. FINAL STABILIZATION (JULY 15 - AUGUST 1ST, 2012) fluid, and other oils from vehicles and machinery, as well as debris, leftover paints, solvents, and glues from construction STRAW WATTLES 51 !N► �'` operations. FILTER BERM SITE INFORMATION - T 14. Implement the following BMPs when applicable. written spill prevention and response procedures, employee training on spill INLET PROTECTION --x x x x x x \ TAX LOT: 3300 prevention and proper disposal procedures, spill kits in all vehicles, regular maintenance schedule for vehicles and machinery, DEWATERING SITE ADDRESS: NONE material delivery and storage controls, training and signage, and covered storage areas for waste and supplies. SEDIMENT TRAP 15. Use water, soil-binding agent or other dust control technique as needed to ovoid wind-blown soil. OTHER: TROL TOTAL AREA = 2.54 AC 16. The application rate of fertilizers used to reestablish vegetation must follow manufacturers recommendations to minimize RUN OFF coENTRA DISTURBED AREA = 2.28 AC nutrient releases to surface waters. Exercise caution when using time-release fertilizers within any waterway riparian zone. CONSTRUCTION ENTRANCE �x x x x x x SITEMAP , 17. If a stormwater treatment system (for example, electro-coagulation, flocculation, filtration, etc.) for sediment or other PIS SLOPE DRAIN C pollutant removal is employed, OUTLET PROTECTION x x x x x x Po p Dyed, submit an operation and maintenance plan {including system schematic, .location of system, SURFACE ROUGHENING NOT TO SCALE SITE SOIL CLASSIFICATION:' location of inlet, location of discharge, discharge dispersion device design, and a sampling plan and frequency) before CHECKDAMS operating the treatment system. Obtain plan approval before operating the treatment system. Operate and maintain the THER. 45A & 45B - WOODBURN SILT LOAM treatment'system according to manufacturer's specifications. POI.LIIflON PREVENTION 18. At the end of each workday soil stockpiles must be stabilized or covered, or other BMPs must be implemented to prevent PROPER SIGNAGE x x x x x x discharges to surface waters or conveyance systems leading to surface waters. HAZ WASTE MGMT x x x x x x RECEIVING WATER BODIES: 19. Construction activities must avoid or minimize excavation and creation of bare ground during wet weather October 01 - May SPILL KIT ONSITE x x x x x x 31. CONCRETE WASHOUT AREA X X X X 20.. Sediment fence: remove trapped sediment before A reaches one third of the above ground fence height and before fence THER, HITEON CREEK 21 barriers as bio r sediment before I reaches two es a ground h and removal. _ Other sediment Barrie (such ' bags): remove inch depth hove grow eight. before BMP removal. - � _ 22. Catch basins: clean before retention capacity has been reduced by fifty percent. Sediment basins and sediment traps: remove # trapped sediments before design capacity has been reduced by fifty percent and at completion of project. *, PERM�E S SITE INSPECTOR: CHRIS KITTREDGE, P.E. 23. Within 24 hours, significant sediment that has left the construction site, must be remediated. Investi9 ate the cause of the SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY. ¢^ sediment release and implement steps to prevent a recurrence of the discharge within the some 24 hours. Any in-stream P IAM,KITTREDGE ENGINEERS. LLC clean up of sediment shall be performed according to the Oregon Division of State Lands required timeframe. ',� a • 503-708-3942 �� . • 24. The intentional washing of sediment into storm sewers or drainage ways must not occur. Vacuuming or dry sweeping and nz ' FAX NONE material pickup must be used to cleanup released sediments. . r ..x _. L 25. permanent erosion control measures on all exposed areas. Do not remove temporary sediment control practices unto kittredgec®kitengs.d:am Provide pe po po ry p F , RATIONALE STATEMENT = E permanent vegetation or other cover of exposed areas is established. However, do remove all temporary erosion control { 16 YEARS OF EXPERIENCE IN THE . y t �� OF measures as exposed areas become stabilized, unless doing so conflicts with local requirements. Property dispose of A COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRACTICES BMP OPTIONS BASED ON DEQ's ` CONSTRUCTION INDUSTRY,�OF WHICH 3 YEARS WERE SPENT INSTALLING, construction materials and waste, including sediment retained by temporary BMPs. (BMP) r, KGUIDANCE MANUAL HAS BEEN REVIEWED TO COMPLETE THIS EROSION AND SEDIMENT CONTROL PLAN. AND MAINTAINING EROSION CONTROL MEASURES. ATTENDED AN 8 HOUR 26. If vegetative seed mixes are specified, seeding must take place no later that September 1; the type and percentages of seed E = in the mac must be identified on the tans. SOME OF THE ABOVE LISTED BMPs WERE NOT CHOSEN BECAUSE THEY WERE DETERMINED TO NOT TRAINING COURSE ON THE PRINCIPLES AND PRACTICES OF EROSION , P 1 I. 27. All pumping of sediment laden water shall be discharged over an undisturbed, preferably vegetated area, and through a EFFECTIVELY MANAGE EROSION PREVENTION AND SEDIMENT CONTROL FOR THIS PROJECT BASED ON CONTROL AT THE UNIVERSITY OF WASHINGTON. ATTENDED IECA . SPECIFIC SITE CONDITIONS, INCLUDING SOIL CONDITIONS TOPOGRAPHIC CONSTRAINTS, ACCESSIBILITY TO sediment control BMP i.e. (filter bag). CONFERENCE IN 1998 AND 2003, 28. All exposed soils must be covered during the wet weather period, October 01 - May 31. THE SITE, AND OTHER RELATED CONDITIONS, AS THE PROJECT PROGRESSES AND THERE IS A NEED TO REVISE ESC P ACTION PLAN WILL BE S r SIT ` INSPECTION FREQUENCY: SEE R THE LAN, AN SUBMITTED. r INITIAL ;v SITE CONDITION MINIMUM FREQUENCY DAILY WHEN STORMWATER RUNOFF, INCLUDING RUNOFF FROM SNOWMELT, IS OCCURRING. 1. ACTIVE PERIOD AT LEAST ONCE EVERY TWO (2) WEEKS REGARDLESS OF VICINITY ! WETHER STORMWATER RUNOFF IS OCCURRING. V I CI N I T 1�/ MAI-p 2. PRIOR TO THE SITE BECOMING INACTIVE OR ONCE TO ENSURE THAT EROSION AND SEDIMENT CONTRA S H T TT INDEX NOT TO SCALE IN ANTICIPATION OF SITE INACCESSIBILITY. MEASURES ARE IN WORKING ORDER. ANY NECESSARY LENVIN THE AND REPAIR MUST BE MADE PRIOR TO LOCAL AGENCY-SPECIFIC EROSION . LEAVING THE SITE. 3. INACTIVE PERIODS GREATER THAN FOURTEEN ONCE EVERY TWO (2) WEEKS. - EROSION AND SEDIMENT CONTROL PLANS CONTROL �OT��• (14) CONSECUTIVE CALENDAR DAYS. P1. EROSION AND SEDIMENT CONTROL COVER SHEET 4. PERIODS DURING WHICH THE SITE IS INACCESSIBLE IF PRACTICAL, INSPECTIONS MUST OCCUR DAILY AT A 1. If vegetative seed mixes are specified, seeding must take place no later that September 1; the type and percentages of seed P2. CLEARING AND DEMOLITION EROSION ' & SEDIMENT CONTROL PLAN - PROJECT LOCATION: PROPERTY DESCRIPTION=- DUE TO INCLEMENT WEATHER. RELEVANT AND ACCESSIBLE DISCHARGE POINT OR in the mix must be identified on the plans. - DOWNSTREAM LOCATION. 2 All um In of sediment laden water shall be discharged over an undisturbed preferably vegetated area, and through a P3, GRADING CONSTRUCTION AND EROSION & SEDIMENT CONTROL PLAN LOCATED AT 10330 SW SCROLLS FERRY ROAD TAX LOTS 33� (WASHINGTON P P 9 r9 � Pr bh+ eg 9 IN THE CITY OF TIGARD, WASHINGTON COUNTY TAX MAP 1S-1-3300) HOLD A PRE-CONSTRUCTION MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT sediment control BMP i.e. (filter bag). COUNTY, OREGON _ SECTION 34AB, TOWNSHIP 1 SOUTH, INCLUDES THE INSPECTOR TO DISCUSS EROSION AND SEDIMENT CONTROL MEASURES 3. All exposed soils must be covered during the wet weather period, October 01 - May 31. P4. EROSION & SEDIMENT CONTROL DETAILS LATITUDE = 45 26' 41', .LONGITUDE _ -122' 47' 42.5' RANGE 1 WEST, WILLAMETTE MERIDIAN, WASHINGTON AND CONSTRUCTION LIMITS. (Schedule A,8,cJ,0))ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ 1200-C PERMIT COUNTY, OREGON REQUIREMENTS. INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEWS 1200-C PERMIT REQUIREMENTS. ATTENTION EXCAVATORS: RETAIN A COPY OF THE ESOP AND ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON REQUEST TO DEQ, AGENT, OR THE LOCAL MUNICIPALITY. DURING INACTIVE PERIODS OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE OF GREATER THAN SEVEN (7) CONSECUTIVE CALENDAR DAYS, RETAIN THE ESCP AT SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THESE RULES FROM THE THE CONSTRUCTION SITE OR AT ANOTHER LOCATION. (Schedule B.2,0 CENTER BY CALLING 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT LEAST TWO BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 503-246-6699. DATE:03-05-2012 RE1/IS10NS: PRIt���i DGNED BY CPK DRAIWNG N4.: SHEET 1 OF 4 DRAWN BY: CPK NOT TO SCALE �5��11 JOB NUMBER EROSION AND SEDIMENT . .Iso xxxx CHECIU BY: CPK MUSLIM EDUCATIONAL CONTROL PREPARED CLEAN WATER SERVICES 2550 SW HILLSBORO HIGHWAY n ��� OREGON ti SHEET ESC PLAN FOR SITES 1 To ACRES HILLSBORO, OREGON 97123js " �: C OVT R SHEET PHONE: 503-681-3600 CITY OF TIGARD OREGON P, KI P FAX:, 503-681-3603 TAX LOTS 3300 WASHINGTON COUNTY TAX MAP T1SR1W SEC 34AB ,DEWA•05/30/'13 JBa % �o Nom,, Ac LEGEND a ao o 15 so ea AUG EXISTING UTILITY POLE WITH DROP RO i AC SD CB - �1��► • ' E 1 inch = 30 ft, - EXISTING UTILITY POLE - NO��CR. X48 = '' sMs• •° PRE—CONSTRUCTION, CLEARING, AND DEMOLITION NOTES: F— EXISTING unlrnr POLE GUY ANCHOR �IN,E s�-- - # EXISTING LIGHT .• L 1. ALL BASE ESC MEASURES INLET PROTECTION, PERIMETER SEDIMENT t6 24 1 20 { {7--� EXISTING UTILITY POLE WITH LIGHT M t CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.} MUST BE IN PLACE, ts• FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION PRIOR TO °JB EXISTING HAND HOLE JUNCTION BOX PROPOSED CONSTRUCTION M PIN PI o o _ COMMENCEMENT OF CONSTRUCTION ACTIVITIES. ENTRANCE ` PtN PINT . ' 2 ® EXISTING TRAFFIC SIGNAL POLE s• '2• �s 2�sj ' F NE 2. SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE BERMS EXISTING PEDESTRIAN SIGNAL - • ; DEC• PINE GRASS o 9�02s `azo CONSTRUCTED OUT OF MULCH CHIPPINGS OR OTHER SUITABLE MATERIAL .. ,� ry .v, , ® EXISTING GAS METER --' ODE ' ° INE • : E STRAW WATTLES OR OTHER APPROVED MATERIALS. AC `` 14 Ott2IN I ® EXISTING STORM DRAINAGE SIPHON CATCH BASIN m DE3. SENSITIVE RESOURCES INCLUDING, BUT NOT UNITED T0, TREES, WETLANDS, yC c� �I z AND RIPARIAN PROTECTION AREAS SHALL BE CLEARLY DEUNEATED WITH ® EXISTING STORM DRAINAGE CATCH BASIN F�• 6 PLANTS EA --� '� ° y o *C• I I r ORANGE CONSTRUCTION FENCING OR CHAIN LINK FENCING IN A MANNER THAT o SD CO EXISTING STORM DRAIN CLEAN OUT ' 2 s " IS CLEARLY VISIBLE TO ANYONE IN THE AREA. NO ACTIVITIES ARE PERMITTED • , GRASS OR AL Asa - 2f `� m EXISTING WATER VALVE 6 , \Jj I oE� TO OCCUR BEYOND THE CONSTRUCTION BARRIER. R X'2*8LT' R ® �-p N 2*8 EXISTING DECIDUOUS TREE 2p 4. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT, EXISTING EVERGREEN TREE j v PIN€ /GRASS ADDITIONAL MEASURES INCLUDING BUT NOT LIMITED TO STREET•SWEEPING, C, 24 40 • INSTALL EXTERIOR SEDIMENT AND VACUUMING MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE ?"t uir y AC El CONC DEC Z FENCE TYP. SEE SHEET P4 EXISTING DECIDUOUS TREE TO BE REMOVED Xa '' 9 s•4=8• - _ ( ) KEPT CLEAN FOR THE DURATION OF THE PROJECT. HVC— FOR DETAIL. \Or i m w BRICK / ORNAMENTAE EXISTING EVERGREEN TREE TO BE REMOVED DEC 2'4-6 5. RUN–ON AND RUN–OFF CONTROLS SHALL BE IN PLACE AND FUNCTIONING to o ,/ PRIOR TO BEGINNING SUBSTANTIAL CONSTRUCTION ACTIVITIES. RUN–ON AND M EXISTING MAPLE EXTG. BUILDINGS RUN–OFF CONTROL MEASURES INCLUDE: SLOPE DRAINS (WITH OUTLET -� V PROTECTION), CHECK DAMS, SURFACE ROUGHENING, AND BANK STABILIZATION. DEC EXISTING DECIDUOUS 1 = f v _ TO REMAIN c v I AC SD C n- .- Q� 3*4-8" EXISTING 3 TREE STEMS AT 4" TO 8" STAGING, EQUIPTMENT MAINTENANCE, , PORTA POTTY AND SOLID WASTE Ca ——SD——-- --SD----— AREA WASTE SD GB _ 2 _ _.SD-- _.. I S 2 �- EXISTING SIGN EROSION CONTROL MEASURES i REQUIRED PRIOR TO CLEARING PIN€ CEDAR EXISTING OIL TANK FILL HOLE � so 2*6• OR DEMOLITION OPERATIONS CURB 1 PUMP BUILDING' ! HOUSE WLR THE CONTRACTOR SHALL FIELD X EXISTING FENCE 5 °°°vaQao CB ~ 2 \ m VERIFY THE SIZE, LOCATION & CONC EXISTING CONCRETE CURB 4 -- DEPTH OF EXISTING UTILITIES l AC EXISTING ASPHALT apQaa°. °°° °°aa • .'; PRIOR TO CONSTRUCTION a a a° a° v° a°Q°a�do°° _ s••• vaa a° •,°a,�°vaaq a° Qa°oa Qaooa aa°-6 � • • •'' • �` ti..•..!':v'•.='. INSTALL EXTERIOR SEDIMEN dda;;avaa ° °avaoa° °°°°° `�' / HVC EXISTING HEAT PUMP a° v°�°°° •0 v° va°aa°a°° r . . ¢• UTILITY FENCE (TYP.) SEE SHEET FOR DETAIL. `r$r \ v�yaadv v° °°°av°o c'aav°aa r STATEMENT: • EXISTING SURVEY MONUMENT AS NOTED N !� ,Q. ._,.,. °Qy°.v° vasa v°°vaaa°a°°aaOo° , _. ♦ •''" ,a'`'°' y \\ °Q°a°°a°aa aaQooQaaQaaq • ` THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM LOCATE PAINT laa !. °a°daaa°paav°aQ° °oa° . :,. ,,•;� :' 1 MARKINGS TIED IN THE FIELD SURVEY AND AS—BUILT DRAWINGS PROVIDED BY EXISTING CURB °° ;� ° +, I UTILITY COMPANIES. THIS SURVEY DOES NOT SHOW ANY PAINT MARKINGS c ; °v as°da°1- N.Oa°°°°O J is, - ° v a'.7�• ♦ r PROVIDED AFTER THE FIELD SURVEY WAS COMPLETED. AS—BUILT DRAWING c n a° vaa as °a a v •��••r,! .:,•_ _. I a' INSTALL INTERIOR SEDIMENT ° , < ° `•� . _ . • . • - - EXISTING CONCRETE <t ° a<a w INFORMATION THAT WAS NOT PROVIDED IS NOT REFLECTED ON THIS SURVEY. . FENCE (TYP.) SEE SHEET P — <°Qa°•a `° ;;:;r • AS—BUILT INFORMATION, IF PROVIDED, WAS USED TO IDENTIFY UNDERGROUND FOR DETAIL. f? ``° ! r ` ` PIPE SIZE AND TYPE. IF NO LOCATE PAINT MARKINGS WERE PROVIDED, AS—BUILT i < • _, .„ :": 190 EXISTING CONTOUR 5' r> i �': . .�, �•.,f.:. I INFORMATION WAS USED TO HORIZONTALLY LOCATE THE UNDERGROUND UTILITIES. } I ..,. . Li 188 EXISTING CONTOUR (1 } STOCKPILE 'AREA, `.. i _ �, �� z THIS SURVEY MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES EXISTING PROPERTY LINE sD—-- r_ :. I W T>6 _ ; „y�.i� ,•,_ �- SHOWN COMPRISE OF ALL SUCH UTILITIES IN THE AREA, THE UNDERGROUND O EXISTING STORM DRAIN MANHOLE j I S i w UTILITIES SHOWN MAY NOT BE IN THE EXACT LOCATION AS NOTED ON THIS i o SURVEY BUT ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE BARN X INFORMATION PROVIDED. MANHOLES OTHER THAN SANITARY AND STORM SEWER SO EXISTING SANITARY MANHOLE WERE IDENTIFIED BY MANHOLE LIDS AND MAY NOT BE LABELED CORRECTLY. EXISTING STORM LINE o' 'VEGETATED s��� / j SS EXISTING SANITARY SEWER T \ �••-•.., UTILITY LOCATIONS SHOULD BE VERIFIED 8Y OREGON UTILITIES WETLAND BOUNDARY P O RIDOR BOUNDARY % , • � `�''�, � �� \ - NOTIFICATION CENTER IMMEDIATELY PRIOR TO ANY EXCAVATION. \ FISHMAN ENVIRONMENTAL,. .- ` SERVICES. `` ��� �� �"�'! ' ��_/" ~' �� \ \CEDAR loo DEMOLITION EROSION SITE DE ' CONTROL NOTES: S DEMOLITION NOTE. 4 - BR i4 ` ; Q POSSIBLE UNDERGROUND STORAGE TANK. ENTIRE SITE TO BE DEMO'D WITH EXCEPTION RO � O�y t2' FIR 8? IF S0. CONTRACTOR TO REMOVE PER ODEA GUIDELINES OF EXISTING DETENTION POND, ANTIQUE WATER 1Z CSF +� \ \, t2' TOWER AND ASSOCIATED STRUCTURES. AND REMOVAL REQUIREMENTS. CONTRACTOR TO ACQUIRE Lp j �.___._� 40 '�` - FINAL ACCEPTANCE LETTER FROM ODEA FOR TANK REMOVAL ALL OTHER BUILDINGS, PAVEMENT AND UTILITIES zz�Qh\ `6 CLONE FENCE I AND PROVIDE COPY TO CITY OF TIGARD AND CLEAN WATER SERVICES. TO BE REMOVED AS PART OF NEW CONSTRUCTION. A2 PROVIDE TYPE 4 AND TYPE 5 INLET PROTECTION >9 ��1NSTALL EXTERIOR SEDIMENT AT EXISTING CATCHBASINS UNTIL THEIR REMOVAL. '$a (SEE SHEET P4 FOR DETAILS) FENCE (TYP.) SEE SHEET P4 3 CONTRACTOR TO PROVIDE OUTLET PROTECTION ``�•-.,, ,�,. FOR DETAIL. - �r-- _�,4 RIP RAP PER DETAIL 820 ON SHEET P4 \ � S � � 14\ PROVIDE TYPE 4 INLET PROTECTION AT EXISTING DITCHINLET UNTIL ITS REMOVAL.. THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME (SEE SHEET P4 FOR DETAIL) "DRY WEATHER" CONSTRUCTION. "WET WEATHER" CONSTRUCTION MEASURES NEED TO BE APPLIED BETWEEN OCTOBER IST AND MAY 31ST. *NOTE: PRE-DEVELOPED RUN-OFF SHEET FLOWS SOUTHWESTERLY INTO EXISTING OFF-SITE HITEON CREEK. DATE:03-05-2012 REVISIONS: DESIGNED BY: CPK DRAWING NO.: SHEET 2 OF 4 „dGp Q CLEATINGDEMO MASS DRAWN BY CPK SCALE: 30 SCALE �,�� „rte JOB NUMBER cltEaa=D BY CPK MUSLIM EDUCATIONAL TRUS 5 ,,�a xxxx GRADING, �R�SICN -!- PREPARED FOR: CLEAN WATER SERVICES 2550 SW HILLSBORO HIGHWAY '+� tib HILLSBORO, OREGON 97123 c �y !�, ” f a • SHEET SED. CONTROL PTAH PHONE: 503-681-3600 WASHINGTON COUN 1 1 OREGON P. KI P2 FAX: 503-681-3603 TAX LOT'S 3300 WASHINGTON COUNTY TAX MAP T1SR1W SEC 34AB RWENEWK,06 A3 THE CONTRACTOR SHALL FIELD VERIFY �'�---- 'INSTALL EXTERIOR SEDIMENT THE SIZE, LOCATION & DEPTH OF EXISTING JB p O FENCE (TYP.) SEE SHEET P4 INLET PROTECTION NOTES UTILITIES PRIOR TO CONSTRUCTION NOTIFY • __ FOR DETAIL. ENGINEER OF ANY DISCREPANCIES PRIOR Q �" LINL TYPE 4 INLET PROTECTION TO COMMENCING CONSTRUCTION A t EET P4 FOR DETAIL. ,rc•1 GRADING, STREET AND UTILITY EROSION AND SEDIMENT CONSTRUCTION L TYPE 4 & 5 INLET PROTECTION a0 EET P4 FOR DETAIL. NOTES: - L TYPE RIP RAP OUTLET PROTECTION 1. SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED OF ONE OF ao 0 1s as so ' `�•M' .� TAIL 820 SHEET P4 FOR DETAIL. THE FOLLOWING MIXTURES, UNLESS OTHERWISE AUTHORIZED: ' A VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED MIXES. SEE RESTORATION PLAN FOR APPROPRIATE SEED MIX. . . , a;: y ., � � ! • ,� �`f� � 1 inch = 30 ft. B. DWARF-.GRASS MIX (MIN. 100 LB./AC.)- 'LEGEND _ 1. DWARF PERENNIAL RYEGRASS (80% BY WEIGHT) - / .e ♦ ! / 2. CREEPING RED FESCUE (20% BY WEIGHT) PROPOSED CONSTRUCTION .. 2 ; f/f C. STANDARD HEIGHT GRASS MIX MIN. 100LB. AC. .. .,--••�., / I ( / ) EXISTING CURB -C}UO EXISTING UTILITY POLE WITH DROP ENTRANCE ,' 1 ' ,, _ ° ,• 1. ANNUAL RYEGRASS (40% BY WEIGHT) PROPOSED CURB .•.. V /` ,, • t� I TYPE CUE (60 BY WEIGHT) IN -O- EXISTING UTILITY POLE FES " •{' f'1/.` r '° / 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE SURFACE PROPOSED LYNCH STYLE CATCHBAS E- EXISTING UTILITY POLE GUY ANCHOR f STANDARD LYNCHTCATCHBAS NNSIZE W ROUGHENED BY MEANS OF TRACK-WALKING OR THE USE OF OTHER APPROVED IMPLEMENTS. ( ) SURFACE ROUGHENING IMPROVES SEED BEDDING.AND REDUCES RUN-OFF VELOCITY. PROPOSED NDS SQUARE CATCHBASIN {y(} EXISTING LIGHT ,• . • ' r,,, �..--''` :, : ,4f � •�� �� 'L :�. 3 . / / / '"�_=•' �.,-� r'e �,�• . / f � � 4/�I � W/FILTERBAG INLET PROTECTION 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF (18 CATGHBASIN SIZE) -o- EXISTING UTILITY POLE WITH LIGHT PERMANENT VEGETATIVE COVER VIA SEEDING WITH APPROVED MIX AND APPLICATION RATE. EXISTING STORM DRAIN MANHOLE .= F �°' '1` / / ,. / / f • / . � PEXISTING HAND HOLE JUNCTION BOX 4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE: COVERING EXPOSED SOIL WITH JB P EXISTING SANITARY MANHOLE •. • � u � � ! # ! ! ,� / / / �•..-- � � FETING, STRAW MULCHING, WOOD CHIPS, OR OTHER APPROVED MEASURES. � � EXISTING TRAFFIC SIGNAL POLE PLASTIC SH EXISTING STORM LINE EXISTING PEDESTRIAN SIGNAL %"y • - / ; = ° , � • e . : `r f ` , � �, 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION AND CONFIGURATION. DURING "WET WEATHER" PERIODS, STOCKPILES SHALL BE COVERED WITH PROPOSED STORM LINE .. ,. ... I ®- EXISTING GAS METER / fe� (/, ,e ! „� / - � �. ,• PLASTIC SHEETING OR.STRAW MULCH. SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER OF THE STOCKPILE. °° PROPOSED CONCRETE ® EXISTING STORM DRAINAGE SIPHON CATCH BASIN • �f ! / / ,` / !, ! ! '' i! !e /s '' / {/. I ! 6. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY ® EXISTING STORM DRAINAGE CATCH BASIN �# _ a . . . ��`` , . ./ / � , • ,/� / • SEEDING AND MULCHING, EROSION CONTROL BLANKETS OR MATS, MID SLOPE SEDIMENT x ° EXISTING CONCRETE F1 :. ? ,. . - ! FENCES OR WATTLES, OR OTHER APPROPRIATE MEASURES, SLOPES EXCEEDING 25% MAY O SD CO EXISTING STORM DRAIN CLEAN OUT '�. ,.... 8 / ! / / f / ! , / f REQUIRE ADDITIONAL EROSION CONTROL MEASURES. CONCRETE �- 190 EXISTING CONTOUR 5' ® EXISTING WATER VALVE CONCRETE AREA f ,�'/ / '� _ . � ._. f � � ' � ,� l: � � 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES 188 EXISTING CONTOUR (1�) _ _ _mob.= -� �... � ..� , % f ! e ! / I, _ INCLUDING THE APPLICATION OF A FINE SPRAY OF WATER, PLASTIC SHEETING, STRAW EXISTING DECIDUOUS TREE STAGING, EQUIPTMENT MAINTENANCE, / 2 'a s MULCHING OR OTHER APPROVED MEASURES. EXISTING PROPERTY LINE Ire � !/ �> PORTA POTTY AND SOLID WASTE /` 'r F F� V t F • = '�� ! / '- 189.25 TC ..�' SPOT ELEVATION - TOP OF CURB EXISTING EVERGREEN TREE /� '` ;/ :•. " '. .• / Ile ' 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND AREA _ f ! � / ! �1/ ! •,�. Y ,�• �:` ,+•e.• � ' �,�e • � ,, / / I i/ 188,75 A SPOT ELEVATION - PAVEM / UTTER " �' / MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING BUT NOT C AC ENT G f .Ile V / '� !. / ! e /.f/ / f , / f •'� » - I ,_ 188.16 TW SPOT ELEVATION - TOP OF WALL M EXISTING M e / •I / LIMITED TO, TIRE WASHES, STREET SWEEPING, AND VACUUMING MAY BE BE REQUIRED TO 3.35 �'� p. / E 184.81 BW SPOT ELEVATION - BOTTOM OF WALL INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 1 �'' I I 189.50 FF SPOT ELEVATION - FINISH FLOOR DEC _ EXISTING DECIDUOUS / ,' / ! �;,. I ;;;. = ;:` .`r;,•.•. ,• . ;> / e = / I° ¢ 9. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF . ! 187.01 TG SPOT ELEVATION - TOP OF GRATE 3 4 8 EXISTING 3 TREE STEMS AT 4 TO 8 ,. - ,/ / / ,•: ' : '.•:..v: ;,,r e/ .. APPROVED INLET PROTECTION MEASURES. ALL INLET PROTECTION MEASURES ARE TO BE * - " " " °b< � 1 ! f }- • r ;n; �. a;.•' LI REGULARLY INSPECTED AND MAINTAINED AS NEEDED. ySid' "'7'.'-' z _ 189.08 C SPOT ELEVATION - CONCRETE PAD � EXISTING SIGN '. �q'v°wu°�W�9 c+.°° a / / � � / 1 >' '" ,r , ..,... s s +,,. � •. // , aRJ!y. .�� J $4 as d °a 9'j1° a °°° / ! / '/ / •' «- / �1 ! /d� �W ,� � / ..• .f �, ,, � . , � :.,'; • ..- � = 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN 189.35 LS ..,•� SPOT ELEVATION - LANDSCAPE f � _ / f .. f ,� �' WATER-TIG - -6 EXISTING OIL TANK FILL HOLE �., ° ° / eHT TRUCKS TO ELIMINATE SPILLAGE OF SEDIMENT AND SEDIMENT LADEN WATER. INSTALL EXTERIOR S�D!MENT`, ;� °qq <° ,°°�a , - u � ' f : / PROPOSED TRENCH DRAIN •�t� / c / ! • / s I v • ... "a?ate-°dam va°a°°`�°pv"°'�°a A'0a,r ,ff / FENCE TVP. SEE SHEET P / � :` / aC }( EXISTING FENCE ( ) J °4°°qd °" a�°"aa ! / '` ""�`- . .F. f / 11. AN AREA SHALL. BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A FOR DETAIL. 4 ! � � -� � -= ' ' / � / ( � LOCATION THAT DOES NOT PROVIDE RUN-OFF THAT CAN ENTER THE 'STORM WATER SYSTEM. IF f+ /� � � .. ��°��da.^ .°tl°°a°o4Qaa a°.az° / _ / -;.. ... 1, /� - •, I. , - -.. .... , f IJ PROPOSED DECOMPOSED GRANffE CON EXISTING CONCRETE y ftr „ THE CONCRETE WASH-OUT AREA CAN NOT BE CONSTRUCTED GREATER THAN 50 FROM ANYISOry'Vaq° v /' ! .° - - / ;.. • , •. .� CC==.� ', . > / ' e ` ,/ OINT, SECONDARY MEASURES SUCH AS BERMS OR TEMPORARY SETTLING PITS MAY AC EXISTING ASPHALT aaa a DISCHARGE P y�. , :, �_ .� ,r /*; 4 f e _ BE REQUIRED. THE WASH-OUT SHALL BE LOCATED WITHIN SIX FEET OF TRUCK ACCESS AND / _ fi PROPOSED PERMEABLE PAVERS 1� 2 '� / �� !�'. �. • � � . -_ _! f --, BE CLEANED WHEN IT REACHES 50% OF THE CAPACITY. � ,,� HVC EXISTING HEAT PUMP STOCKPILE AREA /,3 1► „ ,.•'' . ,, / a ! / - ! / r / / / f / ! / ! e l 12. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TO THE + , + + + + MATTING (COCONUT FIBER OR GEOJUTE PLUS*) 0 EXISTING SURVEY MONUMENT AS NOTED STORM WATER SYSTEM. SWEEPINGS SHALL BE PICKED UP AND DISPOSED IN THE TRASH. OR AS APPROVED 13. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF INTO THE STORM . INSTALL INTERIOR SEDIMEIT ' � - - ° ,� / / / / r/ / /�=4' � c�� ! / - '���'• ., :� :�.• � �-��. _ SYSTEM. � ! / F111 AREA FENCE TVP, SEE SHE P� � ,. / ! / ! / / '` , WA M FOR DETAIL. jc l f !r '!� ffJ/�✓ !x 14. USE BMPs SUCH AS CHECK-DAMS, BERMS, AND INLET PROTECTION TO PREVENT RUN-OFF FROM REACHING DISCHARGE POINTS. CUT AREA � ifs• \ 1�� `r` .�" j / � ,j. � f . �.•..�• . /:./ :�'.. / /_/'. ' �_/.(�� j�' . ' /` " j /�, � 15. COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS WHEN APPLYING SEAL •�" r *,�c-, �r- -rr - -� / /� f COAT, TACK COAT, ETC. TO PREVENT INTRODUCING THESE MATERIALS TO THE STORM WATER SYSTEM. OL MEASURES SHOWN ARE MINIMUM REQUIRED., " .__ ERSION CONTROL a cx 18 / ` CONTRACTOR IS RESPONSIBLE FOR ADDING EROSION CONTROL MEASURES S D +++�++++,i+++ ++,+.;++++,+,+++, + + , , + ,�'"- `., XXL\ AS REQUIRED TO PRESERVE CLEAN SITE WATER RUNOFF + + ,�, EROSION AND SEDIMENT CONTROL BMP IMPLEMENTATION: BO ICY PER � '. q A yI FISH - '\ '� 3 3 ,Q FENCE SHEET4 ,. �B� 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL °xI'y�� °R ` ENVIR �\ SERVICE TA i11L�.� '\\ CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, FUNCTIONAL, AND APPROVED IN AN eFlf i``'► X F ' K INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. °°q� �'► _ PERMIT 0 5 VEGETATED '--� N 2. "STOCK PILE AREA 1" SHALL BE MOVED TO "STOCK PILE AREA 2" FOLLOWING THE TOP OF AREA ., CORN ADD CLASS 50 RIP RAP EXCAVATION CUT ACTIVITIES. SLOPE BOUNDARY ,•3OUN RY AT EXTG. OUTFALL \ , H/2 BUT 2 FT. ' •..,. DO NOT EXTEND INTO \ �-•,INSTALL EXTERIOR SEDIMENT MINIMUM AND 10 FT. $$ 3. THE "STAGING, EQUIPMENT MAINTENANCE, FUELING, PORTA-POTTY, AND SOLID WASTE AREA MAXIMUM VEGETATED CORRIDOR•., '?� `� FENCE (TYP. SEE SHEET P4 1" SHALL BE MOVED TO "STAGING, , EQUIPMENT MAINTENANCE, FUELING PORTA-POTTY AND FOR DETAIL. SOLID WASTE AREA 2" FOLLOWING EXCAVATION "CUT" ACTMTIES. »a >>s ` S 4. ALL "SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING)" SHALL BE INSTALLED PERMIT TOE OF NATURAL OR f IMMEDIATELY FOLLOWING ESTABUSHMENT OF FINISHED GRADE AS SHOWN ON THESE PLANS. BOUNDARY SLOPE CU S OR FINISH GRADE " H/2 BUT 2 FT. MINIMUM _ 5. LONG TERM SLOPE STABILIZATION MEASURES INCLUDING MATTING SHALL BE IN PLACE AND 20 FT. MAXIMUM X X OVER ALL EXPOSED SOILS BY OCTOBER 1. _ Q .►,�,�►� : ; ; ,..e / _� :� `--- 6. THE STORM WATER FACILITY SHALL BE CONSTRUCTED AND LANDSCAPED PRIOR TO THE STORM WATER SYSTEM FUNCTIONING AND SITE PAV{NG. Z 7. INLET PROTECTION SHALL BE IN-PLACE IMMEDIATELY FOLLOWING PAVING ACTIVITIES. NATURAL OR • FINISH GRADE X�- _ " / THESE EROSION AND SEDIMENT CONTROL' PLANS ASSUME "DRY U INSTALL EXTERIOR SEDIMEN ,� WEATHER" CONSTRUCTION. "WET WEATHER" CONSTRUCTION MEASURES GRADING SETBACK DIMENSIONS PER /BC, TITLE 411, ;f FENCE (TVP.} SEE SHEE ' NEED TO BE .APPLIED BETWEEN OCTOBER IST AND MAY 31ST. - APPENDIX J FIGURE J1O8. 1 � FOR D TAIL. _ f ' NOT TO SrALF DATE:03-05-2012 REVISIONS: DESIGNED BY CPK DRAINING NO.: SHEET 3 OF 4 � DRAIN BY: CPK SCALE: 30 SCALE „� JOB NUMBER GRADING CONSTRUCTION, 53,750 O x x x CHECKED BY: CPK MUSLIM EDUCATIONAL TRUS EROSION SEDIMENT PREPAREC� FOR CLEAN WATER SERVICES 2550 SW HILLSBORO HIGHWAY ORFAM SHEET CONTROL PLAN . PHONE: ORO, OREGON- 00 WASHINGTON COUNTY OREGON 's P. ` P3 PHONE: 503-681-3600 FAX: 503-681-3603 TAX LOTS 3300 WASHINGTON COUNTY TAX MAP T1SR1W SEC 34AB W"AL 06/30/13 I I FL Otit i ANGLE FILTER FABRIC FENCE TO ASSURE SOIL IS TRAPPED k0a 00a A. o� ; • •� •� ;•c� RADIUS = 25' MIN. o 4:p. �Y INTERLOCKED :a.: •.!'� OF �� 5g 2"x 2" POSTS CLEAN PIT RUN OR 3"— 5" CLEAN ROCK V�O�RF G4�- AND ATTACH PLAN VIEW ,�ZUSSI NTS SUBGRA3. \—ENDSGEOTEXfDILEREASFREQU RED OF BAGS ` OVERLAP s'rYPICAL a" MIN. USE STITCHED LOOPS DEPTH 3' minimum OVER 2"x 2" POSTS NOTES: PLANV VI EW 20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL from tae slope. r-+ 1. BURY BOTTOM OF FILTER FABRIC 6" NITS GRAVEL CONSTRUCTION CURB RAMP i r.0 VERTICALLY BELOW FINISHED GRADE. - ENTRANCE I N o 2. 2"x 2' FIR, PINE OR STEEL FENCE POSTS. I `t 3. POSTS TO BE INSTALLED ON PAVEMENT UPHILL"SIDE OF SLOPE. 4 a 4 a I TRENCH.COMPACT BOTH SIDES OF FILTER FABRIC BIOFILTER BAG \yf\Tf\�/��j \ \f\ffZ�,. r .. • " 5. PANELS MUST BE PLACED I ( %i.T/i.//,�f �\f f\\f \f\\/ff\l 1 b '• 4 • > ' ACCORDING TO SPACING ON f�, p PROFILE NO,940 I \�\fj NTS 01 *A , NOTES: _ v 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT—OF—WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEAN FILTER FABRIC MATERIAL OUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT—OF— WAY. �I 36" WIDE ROLLS PROFILE . 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE _ iv THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN_ 4. WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SITE VIA THE CONSTRUCTION f ENTRANCE, OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVED FILTERING SYSTEM. / 5. DIMENSIONS c� NOTE: SINGLE FAMILY I I 20' LONG BY 20' WIDE 8" DEEP OF 3/4" MINUS CLEAN ROCK. 1. BIO BAGS ONLY REQUIRED WHEN COMMERCIAL 6'MAXIMUM SPACING FOR FURTHER INFORMATION DISCHARGING SEDIMENT LADEN WATER. FOR FURTHER INFORMATION ON DESIGN CRITERIA SEE ON DESIGN CRITERIA SEE 50• LONG BY 20' WIDE 3-6" CLEAN ROCK, FOR FURTHER INFORMATION CHAPTER 4 OF CLEAN WATER 2. STAKING OF BAGS REQUIRED CHAPTER 4 OF CLEAN WATER GOVERNING AUTHORITY MAY REQUIRE GEOTEXTILE FABRIC TO ON DESIGN CRITERIA SEE FRONT VIEW SERVICES EROSION PREVENTION WITH EITHER METHOD USING 2 SERVICES EROSION PREVENTION PREVENT SUB—SOIL PUMPING. CHAPTER 4 OF CLEAN WATER AND SEDIMENT CONTROL " +. ) AND SEDIMENT CONTROL SERVICES EROSION PREVENTION NTS PLANNING AND DESIGN MANUAL. 1 X 2 WOOD STAKES OR APPROVED PLANNING AND DESIGN MANUAL. AND SEDIMENT CONTROL EQUAL PER BAG. PLANNING AND DESIGN MANUAL OUTLET PROTECTION CONSTRUCTION ENTRANCE RIP RAP aeanWater Services aeanWater Services SEDIMENT FENCE aeanWater Services Detail Drawing820 REVISED 12-06 *or commitment is clear. Our commitment is clear. *or commitment is clear. Detail Drawing 855 REVISED 12-06 DRAWING NO. 875 REVISED 12-06 MAY BE USED SHORT TERM ' W/ UTILITY WORK AND Wj PHASING OF DEVELOPMENT 1" REBAR FOR BAG-REMOVAL FLOW CATCH BASIN GRATE l LLL CATCH BASI .' gp�� AREA DRAIN P CATCH BASIN . ; EXPANSION RESTRAINT FLOW . . '.� STORM PIPE , y DITCH BOTTOM—— r FLOW a DITCH INLET PLAN VIEW 2"X2"X�4" RUBBER BLOCKS POLYPROPLENE . NOTES: 6" overlap of bags, FILTER SACK (WOVEN) - 1. ADDITIONAL MEASURES MUST BE CONSIDERED DEPENDING ON SOIL TYPES. WOVEN POLYPROPLENE SACK 2. BIO—FILTER BAGS SHOULD BE STAKED WHERE APPLICABLE USING (2) 1"x2"WOODEN STAKES OR APPROVED EQUAL PER BAG. NOTE: FOR FURTHER INFORMATION 1. RECESSED CURB INLET CATCH BASINS FOR FURTHER INFORMATION SEE 3. WHEN USING 30" BIO—BAGS TO ON DESIGN CRITERIA SEE CH DESIGN CRITERIA SEE CHAPTER 4 OF CLEAN WATER MUST BE BLOCKED WHEN USING FILTER CHAPTER 4 OF CLEAN WATER PROTECT A CATCH BASIN YOU MUST SERVICES EROSION PREVENTION FABRIC INLET SACKS. SIZE OF FILTER SERVICES EROSION PREVENTION HAVE 4 BAGS AND THEY SHALL BE AND SEDIMENT CONTROL FABRIC INLET SACKS TO BE DETERMINED AND SEDIMENT CONTROL OVERLAPPED BY 6". PLANNING AND DESIGN MANUAL, BY MANUFACTURER. PLANNING AND DESIGN MANUAL. INLET PROTECTION �,,� INLET PROTECTION �� TYPE 4 aeanWaber� Services TYPE 5 aeanWater` Services DRAWING NO- 915 REVISED 12-06 •ur commitment is clear. DRAWING NO 920 REVISED 12-08 *�commitment is clear. DATE: 03-05-2012 REVISIONS: DESIGNED BY. CPK DRAWING NO.: SHEET 4 OF 4 t��`' � EROSION AND SEDIMENT DRAWN BY CPK � NOT TO SCALE �� �,� i JOB NUMBER CHECKED BY: CPK MUSLIM EDUCATIONAL TRUS 53.750 xxxx CONTROLPREPARED FOR: CLEAN WATER SERVICES ,� M 2550 SW HILLSBORO HIGHWAY '' ti OREGM Wit" SHEET" HiLLSBORO, OREGON 97123 WASHINGTON COUNTY - OREGON '`� P. t= DETAIL SHEET PHONE: 503-681-3600 KP4 FAX: 503-681-3603 TAX LOTS 3300 WASHINGTON COUNTY TAX MAP T1SR1W SEC 34AB ItE?IEwAL os/3o/ts 0 --' MET o CommunityCQ . CQ Center " - 10330 SW Scholls Ferry RD Tigard,OR 97223 �- - "= - - — — — — — — — -I ' ` - - - - - - - ��; ° �- --- - - - - � � Muslim AIM f — Educational Trust o 10330 SW Scholls Ferry RD Tigard,OR 97223 I ° I I I � ° I I ' I •o I a ° I I I o � 0 0 I 021 l I \ �— r------i `j 0 ; o - \ LEGEND i 0 0 - i EXISTING TREES 10 EXISTING TREES TO BE REMOVED LANDSCAPE \ _ PLAN \ ccs - .� PROPOSED TREES o ° ----------------- ; - �1liLU ° II >\ EXISTING BUFFER \ `; - -- -------- --- ------- - o ° PROPOSED FLOWERS PROPOSED �5 GROUNDCOVER 0 Existing storm water facility. - PROPOSED BUFFER - �,� A detention pond with dense , N � � ' vegetation of trees and shrubs Revision$ke Description N _ March 7.2012 Date EXISTING FRUIT TREES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . REFE • • • • • • • • • • • • • • • • • • • • • • • « • • • • • • • • • • • • • •. • • • • • • • . RENCE _ FAG - • • • • • • • • • • • • • • • • • •• • • • o • • • o • • • • • • • • • • • • o • • • • • • • • • }'� p X. • « o • o • o • • • o • • • • • • • • • • • s • • • • • : • • • • o • • • • o o • • • • • • • • • 1r Designed By ° ° ° •,•••• /v T PRO --- ----- ---- --- ----- --- - ---- ------ ------ a- -a- --e--�-a--4-0--o-a-o--a--a- --o--�-�-a--o-r� �-a--o--�-a-a- --• -- -__----------- ----------------- - - • •': � 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 •.•.• -- ---------------------� WITH JAN '� VED TH THIS PE Day PROPOSED STORM WATER oa��oflQ o• o•,• o.c� o°o oeo o.o�0 0 0 0 0 0 0.o a.oao oao o,o o.o�0 0 0°.•,••• . . 9999 . . W • • • • • • a e • • e • s o • • • • • • • • • • • • • • • • • e • • • • • o o • FAG 0 O O • • • • • • • • • • • • • o • • • • • o • • • • • o • • • • • • • • • • • • • • • • • s • • • • • FACILITY GROUNDCOVER o°o°o°o '� • . . • • . • • . . . . . . . . . . . . . . . . . . • . . . . . . , . . . . . . • . . . . . • . y • • • • • • • o • • • • • • • • • • • • • • • • • • • o • • • • • • • • • • • • • • • • • • • It� Checked B _ -ai • • • • • • • • • • « • • • • • • • • • • • • • • • • • • • • • • • • s • • • • • • • • • • _ - / R/ O O - _ • • • • • • • • • • • • • • • • • • • • • i • • • • i • • 160822 o «« «0900« .• Project Number PROPOSED STORM WATER 20' o' 20' L1 , 00 00 • ' ' ' ' 'FACILITY SEEDING ®9999 . . • m i J Sheet Number Copyright 20110 U WB this drawing is less then 30°x 42°,k has SCALE IN FEET been reduced.Scale acmdingly. NOTES: TYPICAL SHURB PLANTING, INDIVIDUAL PLANTING HOLE NOTES: TREE PLANTING 1. DIG PLANTING HOLE AT LEAST 2X THE WIDTH OF THE ROOT BALL OR CONTAINER. 1.ALL PLANT MATERIALS SHALL BE IN ACCORDANCE WITH THE AMERICAN STANDARDS 2. SCARIFY SUBGRADE AND SIDES OF PLANTING - FOR NURSERY STOCK(ANSI Z60.1-2004). PLANT ACCORDING TO ANSI A300 PART 6. HOLE WHEN PLANTING IN CLAY SOIL. 2. DIG THE PLANTING HOLE A MINIMUM OF 2x WIDTH OF ROOTBALL FOR AT LEAST THE ,,� 3. SET THE TOP OF THE ROOT BALL LEVEL WITH FIRST 12 INCHES OF DEPTH. BELOW 12 INCHES, DIG HOLE WIDE ENOUGH TO PERMIT THE SOIL SURFACE, OR 1-2"ABOVE IF THE SOIL IS WIDE NYLON WEBBING ADJUSTING. DO NOT DIG THE HOLE DEEPER THAN ROOT BALL DEPTH. ��� PRONE TO SETTLING. 3. SCARIFY THE SUBGRADE AND SIDES OF THE PLANTING HOLE WHEN PLANTING IN CLAY 4. IF CONTAINER GROWN PLANT, GENTLY SLIDE ROOT CROWN AT SOILS (MORE THAN 15% CLAY). ROOT CROWN TO BE PLANT OUT OF CONTAINER. DISTURB THE ROOTS. 4. LIFT AND SET THE TREE BY ROOT BALL ONLY. DO NOT LIFT USING THE TREE TRUNK AT FINISH GRADE OR 5. IF B&B PLANT, REMOVE BURLAP FROM AT LEAST FINISH GRADE, AND DO NOT USE TREE TRUNK AS A LEVER. 1-2" ABOVE GRADE l DISTURBING THE ROOTBALL. REMOVEATHE TOP 12 INCHES OF THE LLL CORD MET OR 1-211 ABOVE GRADE 5. SET THE TOP OF THE ROOT BALL LEVEL WITH THE SOIL SURFACE OR SLIGHTLY 2" SETTLED HIGHER IF THE SOIL IS PRONE TO SETTLING. FROM THE TRUNK. REMOVE BURLAP AND WIRE 2" SETTLED LAYER OF MULCH W = 6.AFTER THE TREE IS SET IN PLACE, REMOVE BURLAP, WIRE AND STRAPS FROM AT LAYER OF MULCH BASKET(IF PRESENT) FROM THE ROOT BALL. Community LEAST THE UPPER 1/3 OF THE ROOTBALL 6. BACK FILL THE PLANTING HOLE WITH 2"X2" WOOD STAKE AT R = 7. BACKFILL WITH EXISTING SOIL THAT HAS BEEN WELL-TILLED OR BROKEN UP. DO NOT FINISH GRADE TILLED OR BROKEN EXCAVATED NATIVE SOIL, BROKEN UP OR TILLED. Center OR BELOW GRADE ADD AMENDMENTS TO THE BACKFILL SOIL. AMEND THE SURFACE WITH MULCH. WATER TO REMOVE AIR POCKETS. DO NOT ADD 10330 SW Scholls Ferry RD 8. USE THREE 2"X 2"WOOD STAKES DRIVEN INTO UNDISTURBED SOIL A MINIMUM OF 16 ` UP, SOIL MIN 12" DEEP AMENDMENTS. Tigard, OR 97223 INCHES. SPACE STAKES EQUALLY AROUND THE TREE. 7. PLACE PINE STRAW OR BARK MULCH ON THE 9.ATTACH 3/4" NYLON WEBBING TO CONNECT THE TREE TO STAKES. ATTACH WEBBING SURFACE TO A(SETTLED) DEPTH OF 1 TO 3 AT 1/3 THE TREE HEIGHT. V INCHES. - FINISH GRADE . � �/� 10:APPLY A 2-3" (SETTLED) DEPTH OF PINE STRAW OR BARK MULCH TO THE PLANTING 2X WIDTH OF / SURFACE. LEAVE A 2 SPACE AROUND THE TRUNK FOR AIR CIRCULATION. 11. PRUNING SHALL BE LIMITED TO DEAD, DISEASED, OR BROKEN LIMBS ONLY AND SHALL ROOTBALL TILLED OR BROKEN UP BE IN ACCORDANCE WITH ANSI A300 SPECIFICATIONS. SOIL MIN 12" DEEP 2X WIDTH OF - 12. REMOVE ANY TRUNK WRAP REMAINING AT TIME OF PLANTING. NO WRAPS SHALL BE ROOTBALL PLACED ON TRUNK. Muslim TYP. SHRUB PLANTING: Educational Trust 1 TREE PLANTING 3 INDIVIDUAL PLANTING HOLE 10330 SW Scholls Ferry RD Tigard, OR 97223 L1 .01 NOT TO SCALEL1.01 NOT TO SCALE NOTES: EVERGREEN TREE PLANTING 1. ALL PLANT MATERIALS SHALL BE IN ACCORDANCE WITH THE AMERICAN STANDARDS FOR NURSERY STOCK(ANSI Z60.1-2004). PLANT ACCORDING TO ANSI A300 PART 6. 2. DIG THE PLANTING HOLE A MINIMUM OF 2x WIDTH OF ROOTBALL FOR AT LEAST THE FIRST 12 INCHES OF DEPTH. BELOW 12 INCHES, DIG HOLE WIDE ENOUGH TO PERMIT ADJUSTING. DO NOT DIG THE HOLE DEEPER THAN ROOT BALL DEPTH. TREE 3. SCARIFY THE SUBGRADE AND SIDES OF THE PLANTING HOLE WHEN PLANTING IN CLAY SOILS (MORE THAN 15% CLAY). 4. LIFT AND SET THE TREE BY ROOT BALL ONLY. DO NOT LIFT USING THE TREE TRUNK AND DO NOT USE TREE TRUNK AS A LEVER. 5. SET THE TOP OF THE ROOT BALL LEVEL WITH THE SOIL SURFACE OR SLIGHTLY HIGHER IF THE SOIL IS PRONE TO SETTLING. 6.AFTER THE TREE IS SET IN PLACE, REMOVE BURLAP, WIRE AND STRAPS FROM AT LEAST THE UPPER 1/3 OF THE ROOTBALL. 7. BACKFILL WITH EXISTING SOIL THAT HAS BEEN WELL-TILLED OR BROKEN UP. DO NOT FENCE ADD AMENDMENTS TO THE BACKFILL SOIL.AMEND THE SURFACE WITH MULCH. 8. USE THREE 2"X 2"WOOD STAKES DRIVEN INTO UNDISTURBED SOIL A MINIMUM OF 16 INCHES. SPACE STAKES EQUALLY AROUND THE TREE. WIDE NYLON WEBBING 9. ATTACH 3/4" NYLON WEBBING TO CONNECT THE TREE TO STAKES.ATTACH WEBBING AT 1/3 THE TREE HEIGHT. i 5' 10.APPLY A 2-3" (SETTLED) DEPTH OF PINE STRAW OR BARK MULCH TO THE PLANTING SHRUBS ROOT CROWN AT SURFACE. LEAVE A2" SPACE AROUND THE TRUNK FOR AIR CIRCULATION. FINISH GRADE, 11. PRUNING SHALL BE LIMITED TO DEAD, DISEASED, OR BROKEN LIMBS,ONLY AND SHALL '� BE IN ACCORDANCE WITH ANSI A300 SPECIFICATIONS. OR 1-2 ABOVE GRADE 12. REMOVE ANY TRUNK WRAP REMAINING AT TIME OF PLANTING. NO WRAPS SHALL BE PLACED ON TRUNK. 2x2 WOOD STAKE AT OR BELOW GRADE _ "2SETTLED LAYER OF MULCH _ 8' , , s / TILLED OR BROKEN UP LANDSCAPE FINISH GRADE SOIL MIN 12" DEEP BUFFER T DETAILS �/�,�/ /� L1.01 NOT TO SCALE 2X WIDTH OF ROOTBALL Plant Materials Schedule 2 EVERGREEN TREE PLANTING L1.01 NOT TO SCALE Plant Type Location Spacing commom Name Scientific Name Size Quantity Notes Deciduous Trees Parking Lot As shown Kousa Dogwood Cornus kousa 'satomi' 2 Gal 12 Evergreen Trees Buffer Area Von center Hinoki Cypress Chamaecyparis gracilimis 2 Gal 25 Trees Mitigation Schedule X triangle WaxMyrtle Vinca minor or Vinca major 4" 210 Total Number of Trees 81 ® Ground covers Various Areas spacing Point Reyes Ceonothus Ceonothus gloriosus 4" 210 Rock Cotoneaster Cotoneaster horizontalis 4" 210 o Total Number of Non-Exempt Trees 76 # Date Description Shrubs Buffer Area 5' on center Winter Daphne Dophne odora 1 Gal 75 Revisions " Total Exempt Trees >12fruits & hazardous ** 5 March 7,201i N p } Storm water Storm water 6 per sqf Slough Sedge Carex obnupta 33% pA� Total Number of Non-Exempt Trees >12 46 ® ®��° Ground cover Area Common Rush Juncus effusus var. pacificus Plugs 925 sqf 33% Designed By o Slender Rush Juncus tenuis 33% JAN Total Number of Non-Exempt Trees >12" Retained 35 Drawn By WFAG Storm water Storm water 10 lbs/Acre Oregon Bentgrass Agrostis oregonensis 33% Checked BY Percentage of Retrained Non-Exempt Trees>12' 76% ° '2 Seeding Area Native California Brome Bromus carinatus Seed mix 1700 sqf 33/° 16082 p Project Number Blue Wildrye Elymus glaucus 33 /° ** Trees considered hazards or common fruit are exempt from City of Tigard's Ll . 01 REFERENCE ONL - tree development regulations. y Y Sheet Number - NOT APPROVED WITH THIS PERMIT W �ea� sbw . Copyright 2011 Kfhis drawing is less than 30'x 42,X has S&T Consulting DRAWING INDEX ;' _. � �� Engineers OR Of • �. NBZ 51 .00 DRAWINGS INDEX Consulting 51 .01 GENERAL STRUCTURAL NOTES 21, «• S1 .02 GENERAL STRUCTURAL NOTES A i MET 52 . 00 BASEMENT FOUNDATION PLAN � _ �Quniry S2o01A FIRST FLOOR FRAMING /FOUNDATION PLAN ,,,,,C „m�A S10113 FIRST FLOOR EDGE OF SLAB PLAN �yl 52 . 02A SECOND FLOOR FRAMING PLAN Maim"'."- " '."' 52 . 026 SECOND FLOOR EDGE OF SLAB PLAN _ Impo — — - Educational S2oO3A ROOF FRAMING LAYOUT s'�- 1=0 W fthoft ft"FW Trust 52 .036 ROOF EDGE OF DECK PLAN -x 53 .01 CMU WALL ELEVATIONS SIRUCTUp,% 53 .02 CMU WALL ELEVATIONS 53 .03 CMU WALL ELEVATIONS16, S3 .04 CMU WALL ELEVATIONS 53 .05 CMU WALL ELEVATIONS 53 . 06 CMU WALL ELEVATIONS 55 . 01 CONCRETE DETAILS S5 . 02 CONCRETE DETAILS 56 . 01 CMU DETAILS 56 . 02 CMU DETAILS 56 . 03 CMU DETAILS 57 . 01 STEEL DETAILS � 1MIE S7 . 02 STEEL DETAILS DRAWING S7 . 03 STEEL DETAILS INDEX 57 . 04 STEEL DETAILS 57 . 05 STEEL DETAILS x' S7 . 06 STEEL DETAILS S7 . 07 STEEL DETAILS Ode DNWW By DM TM it Ift IRZ LU ' w amp"my .s r � S1 . 00 S&T STRUCTURAL STEELS - Consulting REINFORCING STEEL SHALL HAVE PROTECTION AS FOLLOWS; STEELS SNDS. 1 - ineers GENERAL STRUCTURAL NOTESSTRUCTURAL STEEL SHALL BE: STEEL STUDS SHALL BE C-STUDS WITH A MINIMUM YIELD OF 33,000 PSI FOR 18 AND 20 GAGE,AND 56,000 PSI FOR Y2,14, `` `CEn USE COVER ASTM A992, GRADE 50 WIDE FLANGE SHAPES. AND 16 GAGE.STUDS SHALL BE OF THE SIZE,GAGE,AND SPACING SHOWN ON THE DRAWINGS.MINIMUM SECTION PROPERTIES �Road S. STRUCTURAL DRAWINGS ARE A PORTION OF THE CONTRACT DOCUMENTS AND ARE INTENDED TO BE ASTM A572, GRADE 50 PLATES WHERE NOTED SHALL BE AS FOLLOWS.PROVIDE BRIDGING IN CONFORMANCE WITH THE MANUFACTURER'S RECOMMC CATIOKS A4FQUATE `c �OR� USED WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL. DRAWINGS. THE CONTRACTOR IS BEAM, JOIST AND COLUMN BARS 1-i/2" (TO STIRRUPS OR TiES) ASTM A36 (FY- 36 Kst) CHANNELS, PLATES AND ANGLES, EXCEPT AS NOTED. FOR DEVELOPMENT OF THE FULL MOMENT CAPACITY OF THE STUDS,FOR LOAD-BEARING STUDS,TRACK SHALL RF OVFkSI?c -RESPONSIBLE FOR COORDINATING � FROM THESE DRAWINGS INTO THEIR SHOP SLAB BARS 1" TO PROVIDE FULL STUD BEARING.SCREWS SHALL BE ELCO DRIL-FLEX,HILTI KWIK FLEX OR APPROVED.WELANG SHALL L OL BOM12M DRAWiNC•.S AND WORK. WALL BARS: INTERIOR FACES " ASTM A500, GRADE B (FY - 46 Ksi) HOLLOW STRUCTURAL SECTIONS (TUBES) CONFORM WITH AWS DL3. EXPOSED TO EARTH OR WEATHER 1-1/2" (#5 BAR AND SMALLER) THESE GENERAL NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS. REFER TO THE PROJECT 2" (#6 BAR AND LARGER) ASTM A53, GRADE B (FY-35 KSI) PIPES SPECIF�ITWNIS FOR ADDITIONAL REQUIREMENTS. NOTES AND DETAILS ON THE STRUC"1URAL FOOTING BARS _ 3" " NBZ DRAWINGS SHALL TAKE OVER THE GF.NIERAL � AND TYPICAL DETAILS. W EAE NO DESIGN, FABRICATION, AND ERECTION SHALL BE IN DANCE WITH THE RISC SPECIFICATION FOR DETAILS ARE GIVEN, SHALL BE AS SHOWN FOR SIMILAR WORK. THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" Prevbus nation Stud SLzs I IN IN S(MIN)1 ConsultingtONC,REi'E WALL REINFORCING (UNIJESS OTHERWISE NIOTED): "COMMENTARY" AND THE "CODE OF STANDARD PRACTICE", WITH EXCEPTIONS NOTED IN SPECIFICATIONS. CODE REQUIREMENTS: ■ CONFORM TO THE 2009 INTERNATIONAL BUILDING CODE (IBC) AS AMENDED AND ADOPTED BY THE WALL THICKNESS HORIZONTAL BARS VERTICAL,BARS LOCATION 3-1/2❑ X 16 GAGE 3505162-54 0.804 0.460 Engineers -STATE OF OREGON AS 2010 OREGON STRUCTURAL SPECIALTY CODE (2010 OSSC, ACI 318-08, ASCE BOLTS SHALL CONFORM TO THE ASTM AND RCSC SPECIFICATIONS FOR JOINTS USING A325M OR A490M 3-1/2❑ X 18 GAGE 350S162-43 0.654 0.372 7-05, EXCEPT WHERE NOTED OTHERWISE BELOW. - 6' #4 0 12" O.C. " HiGH STRENGTH BOLTS. BOLTS SHALL BE SNUG-TIGHT UNLESS NOTED OTHERWISE. HIGH STRENGTH 3-1/2❑ X 20 GAGE 3505162-33 0.508 0.279 CL OF WALL 8" #5 0 15" O.C. #5 0 15" O.C. 0 CL OF WALL BOLTS USED AS PART OF THE SEISMIC LOAD RESISTING RESISTING SYSTEM (SLRS) NOTED ON PLANS 40 X 16 GAGE 400SI62-54 1.098 0.549 21617 Suealct� TEMPORARY CONDITIONS: " " AND DETAILS SHALL BE FULLY TENSIONED AND ALL FAYiNG SURFACES SHALL BE PREPARED AS 4❑ X 18 GAGE 4005162-43 0.892 0.443 B"V�91'btt,OR 57006 THE STRUCTURE 15 DESIGNED TO FUNCTION AS A UNIT' UPON COMPLETION. THE CONTRACTOR E 10 #4 0 16 O.C. #4 ® 16 O.C. ®EA.FACE REQUIRED FOR CLASS A OR BETTER SLIP-CRITICAL JOINTS 4❑ X 20 GAGE 4005162-33 0.692 0.332 ph.071.222AM RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT THAT MAY BE REQUIRED AS CONCRETE REINFORCING DETAILS: 6❑ X 16 GAGE 6005162-54 2.86 0.953 fax THE RESULT OF THE CONTRACTOR'S CONSTRUCTION METHODS AND/OR SEQUENCES. S THROUGH PILASTERS, COLUMNS AND INTERSECTING WALLS. AT FOR COMPLETE JOINT PENETRATION WELDS ASSOCIATED WITH MEMBER SPLICES AND CONNECTIONS, 6❑ X 18 GAGE 6005162-43 2.316 0.767 SLAB AND WALL OPENINGS PROVIDE A MINIMUM OF TWO #5 BARS OVER, UNDER AND AT THE SIDES WELDS SHALL BE MADE WITH FILLER METAL THAT HAS A MINIMUM CVN TOUGHNESS OF 20 FT-LBS AT 60 X 20 GAGE 600SI62-33 1.793 0.577 RETAINING WALL WHICH TIE TO UPPER SLABS SHALL. BE NOT BACKFILLED UNTiL THE UPPER SLABS OF THE OPENINGS. EXTEND THESE BARS LAP DISTANCE OR A MiNIMUM OF 24" PAST THE OPENING. MINUS 20 DEGREES F, AND 40 FT-LBS AT 70 DEGREES F. 8❑ X 16 GAGE 800S162-54 5.736 1 434 MET REACH FULL STRENGTH UNLESS ADEQUATE BRACING IS PROVIDED AT THE TOP OF THE SLABS PROVIDE ONE #5 FOR SINGLE-LAYER REINFORCING AND TWO #5 FOR DOUBLE-LAYER REINFORCING, 48" LONG, DIAGONALLY AT EACH CORNER OF ALL OPENINGS. REFER TO TYPICAL DETAILS FOR WELDS SHALL BE MADE USING E70XX ELECTRODES AND SHALL BE 3/16" MINIMUM, UNLESS OTHERWISE 8❑ X 18 GAGE 8005162-43 4.633 1.158 CONTRACTOR'S CONSTRUCTION AND/OR ERECTION SEQUENCES SHALL RECOGNIZE AND CONSIDER THE DISPOSITION OF CORNER BARS AND BARS IN SMALL WALL SECTIONS. SLAB BARS SHALL BE HOOKED NOTED. WELDING SHALL BE BY AWS CERTIFIED WELDERS 8❑ X 20 GAGE 80OS 162-33 3.582 0.757 CommuniV EFFECTS OF THERMAL. MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD. INTO WALLS, OR HOOKED DOWELS SHALL BE PROVIDED TO MATCH SLAB REINFORCING. PROVIDE TWO #4, 48" LONG DIAGONALLY AT EACH FIE-ENTRANT CORNER IN SLABS. PROVIDE HOOKED DOWELS STEEL- JOISTS TRACK SECTIONS I(MIN)IN S(MIN) I Center EXISTING CONDITIONS: FROM-FOOTINGS TO "MATCH VERTICAL'WALL REINFORCING. STEEL JOISTS SHALL BE DESIGNED TO RESIST THE LOADS INDICATED ON THE PLANS AND SHAD. ALL EXISTING ONS, DIMENSIONS AND ELEVATIONS SHALL BE FIELD VERIFIED. THE CONTRACTOR CONFORM TO THE REQUIREMENTS OF THE STEEL JOIST INSTITUTE STANDARDS. THE STEEL. JOiST 3-1/2❑ X 18 GAGE 35OT125-43 0.490 0.233 10630 SW S�1W SHALL NOTIFY THE ARCHITECT OF ANY SIGNIFICANT DISCREPANCIES FROM CONDITIONS SHOWN ON THE CONCRETE ACCESSORIES: MANUFACTURER SHALL BE APPROVED BY THE STEEL JOIST INSTITUTE (SJI). THE CONTRACTOR SHALL 3-1/211 X 20 GAGE 350T125-33 0.354 0.165 TWd,OR Of ' DRAWINGS. BE NELSON HEADED ANCHORS WITH FLUXED ENDS OR APPROVED. COORDINATE CONNECTIONS TO JOISTS FOR SEISMIC RESTRAINTS OF MECHANICAL, PLUMBING, AND DEFORMED BAR ANCHORS (D.B.A.) SHALL BE NELSON, TYPE D2L, OR APPROVED. STUDS AND D.B.A. ELECTRICAL EQUIPMENT, MACHINERY AND ASSOCIATED PIPING. THE JOIST MANUFACTURER SHALL 4❑ X 18 GAGE 4007125-43 0.666 0.282 ' DESIGN CRITERIA: VERIFY THAT CONNECTION METHODS AND SEISMIC LOADS CONFORM TO THE JOIST DESIGN. PROVIDE 4❑ X 20 GAGE 400T125-33 0.484 0.201 1 DESIGN WAS BASED SHALL BE AUTOMATICALLY END-WELDED WITH THE MANUFACTURERS STANDARD EQUIPMENT IN ON THE STRENGTH AND DEFLECTION CRITERIA OF THE IBC 2009. IN ADDITION TO ACCORDANICE V1�LTH THEIR RECOMMENDATIONS. BRIDGING ACCORDING WITH THE STEEL ,DIST INSTITUTE STANDARDS. JOISTS AND BRIDGING SHALL BE 60 X 12 GAGE 600T125-97 4.281 1.347 - THE DEAD LOADS, THE FOLLOWING LOADS AND ALLOVItABLES WERE USED FOR DESIGN: CAPABLE OF RESISTING A MINIMUM NET WIND UPLIFT OF 15 PSE, UNLESS OTHERWISE NOTED ON THE 6❑ X 14 GAGE 600T125-68 2.969 0.916 Outreach EXPANSION BOLTS SHALL BE HILTI KWIK BOLT TZ, SIMPSON STRONG-BOLT, OR APPROVED WITH PLANS. IN ADDITION TO THE LOADS NOTED ON THE PLANS, ALL JOISTS SHALL BE CAPABLE OF 6❑ X 16 GAGE 60OT125-54 2.294 0.685 Ed°�Uo. Recreation FLOOR EQUIVALENT ICC ALLOWABLE TENSION AND SHEAR VALUES. EXPANSION BOLTS SHALL BE INSTALLED IN SUPPORTING 250 LBS CONCENTRATED LOAD PLACED AT ANY POINT ALONG THE TOP AND BOTTOM 6❑ X 18 GAGE 60OT125-43 1.750 0.515 CLASSROOM 40 PSF (2000 Ibs CONCENTRATED LOAD) - STRICT CONFORMANCE WITH MANUFACTURER'S RECOMMENDATIONS. DO NOT CUT REINFORCING IN CHORDS. Muslim Ebwcatiowal Trust 60 X 20 GAGE 800T125-33 1.297 0.335 Muslim CORRIDOR 80 PSF STAIRS 100 PSF (2000 Lbs CONCENTRATED LOAD) NEW OR EXISTING CONCRETE DURING INSTALLATION. STEEL DECK: 8❑X 18 GAGE 800T125-13 3.600 0.739 - ASSEMBLY AREAS 100 PSF (2000 Lbs CONCENTRATED LOAD) LIBRARY STACK 150 PSF (2000 Ibs CONCENTRATED LOAD) EPDXY ADHESIVE SHALL BE HiLTI HIT HY-150 OR APPROVED WITH EQUIVALENT ICC ALLOWABLE STEEL DECK SHALL A COMPOSITE TYPE- WITH RIBS AT 12" O.0 OF THE SIZE AND GAUGE SHOWN ON 8❑ X 20 GAGE 80OT125-33 2.706 0.433 , ROOF 25 PSF & DRIFT TENSION AND SHEAR VALUES. EPDXY ADHESIVE SHALL BE INSTALLED IN STRICT CONFORMANCE WITH THE PLANS. STEEL ROOF DECK SHALL BE OF SIZE AND GAUGE SHOWN ON THE PLANS. STEEL DECK Educational MANUFACTURER'S RECOMMENDATIONS. DO NOT CUT REINFORCING IN NEW OR EXISTING CONCRETE SHALL CONFORM TO ASTM A653 DESIGNATION SS, GRADE 33 MINIMUM WITH 38 KSI MINIMUM YIELD Trust GEOTECHNICAL CRITERIA DURING INSTALLATION. STRENGTH. THE GALVANIZED COATING SHALL CONFORM TO ASTM 653, GRADE 60 ( GRADE 90 WHERE DESIGN BASED ON RT BY GEODSIGN, DATED SEPTEMBER 14, 2011. LEFT PRMANENTLY EXPOSED TO WEATHER. RETAINING WALLS- UNRESTRAINED 35 PSF PERMANENTLY EXPOSED EMBEDDED PLATES AND ANGLES SHALL BE HOT-DIPPED, GALVANIZED AFTER 10330 SIN Whole Fe"FW RETAINING WALLS- RESTRAINED AT TOP 55 PSF FABRICATION, UNLESS OTHERWISE NOTED. NO LOADS OR WELDS SHALL BE PLACED ON EMBEDDED Ttw4 OR STNS ALLOWABLE SOiL BEARING PRESSURE 2500 PSF (DEAD + WE) PLATES OR ANGLES FOR A MiNIMUM OF 7 DAYS AFTER CASTING. _ USE FABRAL STEEL ROOF AND WALL PANEL,' REF ICBG ES-5468 FOR INSTALLATION. ALLOWABLE SOIL BEARING PRESSURE 3750 PSF (DEAD + LME+ WIND OR SEISMIC) NOMINAL PANEL TVP. fi/- THICKNESS REMARKS WIND CRITERIA EPDXY REPAIR ADHESIVE: PANEL THIK. _ ks1 IN S�RUCTURgt SHALL CONFORM TO ASTM C881. AND SHALL BE A TWO-COMPONENT, LIQUID WIND AS BASED UPON THE FOLLOWING: EPDXY WiTH NON-SAG CONSISTENCY AND A LONG POT LIFE. THE EPDXY ADHESIVE BE 20 lis W 40 3 FLOOR DECK PROFfssi BASIC WIND SPEED (3-SECOND GUST) - 94.5 mph, WIND EXPOSURE B, - 1.15 SUITABLE FOR USE ON DRY OR DAMP SURFACES. MINIMUM SLANT SHEAR STRENGTH SHALL BE 4000 20 gel TYPE N 40 3 TYPICAL ROOF DECK U.N.O �NGtNE£,� oy9 SEISMIC CRITERIA PSI, AND MINIMUM TENSILE STRENGTH SHALL BE 3000 PSI. HOLE SIZES AND INSTALLATION SHALL BE 1 6953PE IN STRICT ACCORDANCE WITH THE APPROVED ICC REQUIREMENTS. DO NO CUT REINFORCING IN NEW 18 as TYPE N 40 3 POOL AND GYM. ROOF DECK EARTHQUAKE DESIGN WAS BASED UPON THE FOLLOWING PER THE 2009 INTERNATIONAL BUILDING OR EXISTING CONCRETE DURING INSTALLATION. -_ CODE (IBC): 20 go TYPE N 40 1-1/23 CANOPY ROOF DECK y 0 g+, BASIC SEISMIC LOAD RESISTING SYSTEM: MASONRY SHEAR WALLS FLOOR DECK WELDING SHALL BE AS FOLLOW: SS 0.94 Sj 0.339 Fe 1.124 Fv 1.722 SITE CLASS : Dr 1 1.25 CONCRETE MASONRY: " ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE - UNITS SHALL COMPLY WITH ASTM C90, SAMPLED AND TESTED IN ACCORDANCE w/ Yx" EFFECTIVE DIAMETER PUDDLE WELDS AT 12" O.0 AT TRANSVERSE AND PERIMETER SUPPORTS 9i COMER 4 ASTM C140. LINEAL SHRINKAGE FOR UNITS SHALL NOT EXCEED 0.065%. ASSEMBLIES SHALL HAVE A Yz EFFECTIVE DIAMETER PUDDLE WELDS AT 16 O.L AT LONGITUDINAL SUPPORT'S ExPIRES. s/3o/i2 MINIMUM COMPRESSIVE STRENGTH OF fm AS INDICATED IN BELOW TABLE AND VERIFIED BY THE UNIT' BUTTON PUNCH OR 1-1/2" TOP OR SIDE SEAM WELD AT 36" O.0 AT SIDE LAP CONNECTIONS STRENGTH METHOD CONFORMING TO IBC SECTION 2105. WALLS SHALL BE REINFORCED AND DETAILED ROOF DECK WELDING SHALL-BE AS FOLLOW: AS SHOWN ON PLANS. IF WALL REINFORCEMENT IS NOT SHOWN ON PLANS,USED- THE REINFORCEMENT CONCRETE: NOTED UNDER "MASONRY REINFORCEMENT STEEL". PROVIDE VERTICAL JOINTS IN CONTINUOUS S ��� DIAMETER PUDDLE WELDS AT 12" O.0 AT TRANSVERSE, LONGITUDINAL AND PERIMETER C`OACiTETT'WORK SHALL CONFORM TO CHAPTER 19 OF OREGON STRUCTURAL SPECIALTY CODE AND ACI MASONRY SUCH THAT THE DISTANCE BETWEEN JOINTS DOES NOT EXCEED THE LESSER OF A LENGTH SUPPORTS 318 REQUIREMENTS. CONCRETE STRENGTHS SHALL BE VERIFIED BY 28-DAY CUBE TESTS, AND SHALL TO HEIGHT RATION OF 1.5 OR 25 FEET. REFER TO ARCHITECTURAL DRAWINGS FOR JOINT LOCATIONS. SIDE LAP CONNECTIONS SHALL BE VERCO PUNCHLOCK AT 12" O.0 HAVE THE WATER CEMENT RATIOS AND MINIMUM CEMENT CONTENTSANDICATTED IN SECTION 3300 OF CONCRETE MASONRY ASSEMBLY STRENGTH DO NOT HANG OR SUSPEND STRUCTURAL OR NON-STRUCTURAL ITEMS DIRECTLY FROM ROOF DECK. THE SPECIFICATIONS "CAST-IN-PLACE CONCRETE". STRUCTURAL OBSERVATION fc (PSI) BLOCK UNIT STRENGTH (PSI)- GROUT STRENGTH (PSI) MORTER THE STRUCTURAL ENGINEER OF RECORD (SER) WILL PERFORM STRUCTURAL OBSERVATION BASED ON MINIMUM CHARACTERISTIC CONCRETE STRENGTH SHOULD BE AS FOLLOWS: 2500 3750 2500 TYPE S THE REQUIREMENTS OF THE OSSC AT THE FOLLOWING STAGES OF THE CONSTRUCTION LISTED ABSOLUTE WATER-CEMENT RATIO BY WEIGHT _ BELOW. CONTRACTOR SHALL PROVIDE SUFFICIENT NOTICE AND ACCESS FOR THE SER TO PERFORM fc (PSI) NON-AIR-ENTRAINED AIR- NED USE THESE OBSERVATIONS. 4000 0.5 0.45 ALL USES UNLESS NOTED OTHERWISE MORTAR: STRUCTURAL OBSERVATION PROGRAM VERIFY WATER/CEMENT RATIO WITH FLOOR COVERING MANUFACTURER FOR CONCRETE FLOORS WITH 14 O TW SHALL BE THE TYPE INDICATED IN THE ABOVE TABLE, WITH MINIMUM COMPRESSIVE CUBE MOISTURE SENSITIVE FLOOR COVERINGS. STRENGTH AT 28 DAYS OF 18 PSI, AND SHALL CONFORM TO iSC SECTION 2103. PROVIDED BY (2) MODERATE SULPHATE RESISTANT PORTLAND CEMENT (MSRC) COMPLYING WITH ASTM C150 TYPE II MASONRY GROUT: ITEM REMARKS - SHALL BE USED FOR ALL ELEMENTS IN CONTACT WITH WATER OR SOIL. A MINIMUM COMPRESSIVE STRENGTH AS INDICATED IN THE PRECEDING TABLE AND AOR SER SHALL CONFORM TO IBC SECTION 2103 (OSSC 2010 SECTION 2103). GROUT SHALL CONSIST OF A _ SLEEVES, OPENINGS, CONDUIT, AND OTHER EMBEDDED ITEMS NOT SOWN ON THE STRUCTURAL MIXTURE OF CEMENTITiOUS MATERIALS AND AGGREGATE TO WHICH SUFFICIENT WATER HAS BEEN PRIM THE FIRST CONCRETE POUR X REF. NOTES 1, 3, 4, AND 5 DRAWINGS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER BEFORE POURING. CONDUITS ADDED TO CAUSE THE MiXTURE TO FLOW WITHOUT SEGREGATION OF THE CONSTITUENTS. ALL CELLS PRIOR THE FIRST CONCRETE DECK POUR X REF. NOTES 19 3, 4, AND 5 EMBEDDED IN SLABS SHALL NOT BE LARGER IN OUTSIDE DIMENSION THAN ONE THIRD OF THE CONTAINING VERTICAL BARES AND ALL BOND BEAMS SHALL GROUTED. ALL WALLS ARE FULLY GROUTED. THICKNESS OF THE SLAB AND SHALL NOT BE SPACED CLOSER THAN THREE DIAMETERS ON CENTER. DURING INITIAL STEEL ERECTION X REF. NOTES 19 3, AND 4 WHERE NEW CONCRETE IS PLACED AGAINST EXISTING CONCRETE, THE EXISTING CONCRETE SURFACE THE MAXIMUM GROUT POUR HEIGHT SHALL BE 12 FEET. CLEAN-OUTS ARE REQUIRED FOR ANY POUR / REQUIRED TO ADDRESS STRUCTURAL ISSUES X REF. NOTES 1, 3, AND 5 SHALL BE CLEANED AND ROUGHENED TO A MINIMUM Y4" AMPLITUDE. PROVIDE I%- CHAMFERS ON ALL HEIGHT GREATER THAT 5 FEET. WHERE REQUIRED CLEAN-OUTS SHALL BE LOCATED AT ALL CORED EXPOSED CONCRETE EDGES, UNLESS NOTED OTHERWISE. CONTAINING VERTICAL. REINFORCEMENT AND AT A MAXIMUM OF 32" ON CENTER. GROUT LIFTS CATER THAN 5 FEET ARE LIMITED IN HEIGHT TO THE BOTTOM OF THE LOWEST BOND BEAM THAT IS MORE NOTES: VERIFY ALL BLOCKOUTS WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING REQUIREMENTS. THAN 5 FEET ABOVE THE BOTTOM UFT PROVIDED THE FOLLOWING ARE MET: T.-7WCONTRACTOR IS RESPOSIBLE FOR NOTIFYING THE SER IN ADVANCE 1. THE MASONRY HAS CURED FOR AT LEAST 4 HOURS 2. SER: STRUCTURAL ENGINEER OF RECORD; AOR: ARCHITECT OF RECORD SHORING AND RESHORINIG: 2. THE GROUT SLUMP IS MAINTAINED BETWEEN 10 AND 11 INCHES 3. A FIELD REPORT WILL BE SUBMITTED TO THE BUILDING DEPARTMENT FOLLOWING EACH SITE VISIT SHORING AND RESHORING DESIGN IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL CONFORM IF EITHER OF THE ABOVE TWO CONDITION IS NOT MET, THEN THE MAXIMUM LIFT HEIGHT SHALL BE 5 4. STRUCTURAL OBSERVATION iS INTENDED TO CONFIRM THAT THE STRUCTURE IS BUILT ACCORDING TO ACI $47R-05. SHORING AND SUPPORTING FORMWORK SHALL NOT BE REMOVED FROM HORIZONTAL FEET. TO THE APPROVED DRAWINGS. SPECIAL INSPECTION IS STILL REQUIRED. MEMBERS BEFORE THE CONCRETE STRENGTH IS AT LEAST 70% OF THE DESIGN STRENGTH, AS S. AFTER REINFORCING STEEL WAS BEEN INSTALLED. DETERMINED BY FIELD CURED CYLINDERS. ADDITIONALLY, SHORING SHALL NOT BE REMOVED EARLIER MASONRY REINFORCING STEEL THAN THE FOLLOWING: NFORM TO OSSC 2103.13. DEFORMED BARS SHALL BE ASTM A615 GRADE 60 AND SHALL BE SECURELY PLACED ACCORDING TO ACI 530.1-08 SECTION 3.4. WELDED MEMBER MINIMUM TIME REMARKS REINFORCEMENT SHALL CONFORM TO ASTM A706 GRADE 60. UNLESS NOTED OTHERWISE ON THE SPECIAL INSPECTION 12 HOURS CUMULATIVE WITH 50 WHERE FORMS ALSO SUPPOfff- PLANS, THE MINIMUM WALL REINFORCEMENT SHALL FOLLOW THE TABLE BELLOW. WILL BE PROVIDED BY THE OWNER BASED ON THE REQUIREMENTS OF CHAPTER FORMWORK FOR SLAB OR SOFFITS, WALLS, COLUMNS DEGREE F SURROUNDING 17 OF OSSC AS SUMMARIZED IN THE SPECIAL INSPECTION PROGRAM ON SHEET S1.01. CONTRACTOR TEMPERATURE THE REMOVAL TIME OF THE LATER RUNNING BOND PATTERN SHALL PROVIDE SUFFICIENT-NOTICE AND ACCO FOR SPECIAL INSPECTION INSPECTOR TO PERFORMGOVERNS GENERAL REINFORCING STEEL: WALL THICKNESS VERTICAL BARS HORIZONTAL BARS IN BOND BEAMS THESE INSPECTIONS. REINFORCING SHALL CONFORM TO ASTM A615, GRADE 60, FOR DEFORMED BARS AND ASTM A185 6" #5048" O.0 #5048" O.0 SUBMITTALS NOTES FOR SMOOTH WELDED WIRE FABRIC (WWF), UNLESS OTHERWISE NOTED. REINFORCING STEEL TO BE SAO-LSFLAWINGS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO FABRICATION AND WELDED SHALL CONFORM TO ASTM A706. COLUMN SPIRALS SHALL BE PLAIN OR DEFORMED BARS 8" #6048" O.0 2#4048" O.0 CONSTRUCTION OF STRUCTURAL ITEMS INCLUDING THE FOLLOWING: CONFORMING TO ASTM A615, GRADE 60. REINFORCING STEEL SHALL BE SECURELY TIED IN PLACE 10" #6048" O.0 2#5048" O.0 WITH #16 ANNEALED IRON WIRE. STRUCTURAL OBSERVATION PROGRAM 12" #6048" O.0 2#5048" O.0 BARS IN BEAMS AND SLABS SHALL. BE SUPPORTED ON WELL-CURED CONCRETE BLOCKS OR APPROVED DEFERRED REMARKS METAL CHAIRS, AS SPECIFIED BY THE CRSI MANUAL OF STANDARD PRACTICE, MSP-1. - FEW-ORCING BOND BEAMS WITH {2)#5 BARS SHALL BE PROVIDED AT ALL FLOOR AND ROOF ONES AND AT THE ITEM SUBMITTALS STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE ,"ACI MANUAL OF STANDARD PRACTICE FOR (1,4) SUBMITTALS DETAILING REINFORCED CONCRETE STRUCTURE," ACI 315. SHOP DRAWINGS SHALL INCLUDE ELEVATIONS TOP OF WALLS. PROVIDE STEP BOND BEAMS AS REQUIRED TO MATCH ROOF SLOPS. PROVIDE A BOND (2,4) OF ALL BEAMS AND COLUMNS SHOWING BAR LOCATIONS. LAP ALL REINFORCING BARS PER THE BEAM WITH (2)#5 BARS ABOVE AND BELOW WALL OPENINGS AND EXTEND THE BARS 2 FEET PAST TYPICAL LAP SPLICE LENGTH SCHEDULE, EXCEPT AS NOTED. - MECHANICAL SPLICES NOTED CMI THE THE OPENING AT EACH SIDE. PROVIDE ONE BAR, MATCHING VERTICAL BAR SIZE, FOR FULL HEIGHT OF CONCRETE MIX DESIGN X PLANS SHALL BE DAYTON BAR-GRIP SPLICES OR APPROVED WITH A CURRENT LCC APPROVAL REPORT. THE WALL AT EACH SIDE OF OPENINS, WALL ENDS AND INTERSECTIONS. DOWELS TO MASONRY WALLS CONCRETE REINFORCEMENT X SHALL BE EMBEDDED A MINIMUM OF ONE FOOT OR HOOKED INTO THE SUPPORTING STRUCTURAL AND TYPICAL WALL AND SLAB LAP SLICE LENGTH SCHEDULE (IN.) OF THE SAME SIZE AND SPACING AS THE WALL REINFORCEMENT. PROVIDE CORNER BARS TO MATCH MASONRY REINFORCEMENT X (DOES NOT APPLY TO VERTICAL SHEAR WALL BOUNDARY REINFORCEMENT) THE HORIZONTAL WALL REINFORCEMENT AT WALL.INTERSECTIONS. LAP ALL REINFORCEMENT AS INDICATED IN THE BELOW TABLE UNLESS NOTED OTHERWISE ON PLANS: CONCRETE ANCHORAGES X BAR fc 4000 psi SIZE CASE 1 CASE 2 TYPICAL LAP SPLICE LENGTH SCHEDULE (IN) EMBEDDED STEEL ITEMS X X #4 20 18 BAR SIZE fm - 2500 PSI STRUCTURAL STEEL CONCRETE ANCHORAGES X #5 28 24 #6 37 28 #5 30 STEEL WELDING PROCEDURES X #7 60 40 STEEL JOISTS AND JOiST GIRDERS X #8 74 46 #6 36 _ #9 90 57 #7 42 STEEL DECKING X #10 108 79 STEEL FASTENERS X #11 127 83 #8 48 NOTES: EXTERIOR LIGHT GAUGE METAL FRAMING X 1.CASE 1 APPLIES TO BAR WITH CLEAR COVER < 1.5 NOTES: CURTAIN WALL, WiNDOW WALL AND OTHER GLAZING SYSTEMS X 2. CASE 2 APPLIES TO BAR WITH CLEAR COVER >1.5". �R CENTER-TO-CENTER SPACING LESS THAN 5db MULTIPLY LAP LENGTHS ABOVE BY 5db AND 3. FOR CENTER-TO-CENTER SPACING LESS THAN--4db MULTIPLY LAP LENGTHS ABOVE BY 1.3. DIVIDE BY THE SPACING BETWEEN BARS. CANOPIES - X 4. FOR TOP BARS, CAST ABOVE 12" OF CONCRETE, MULTIPLY LAP LENGTHS ABOVE BY 1.3. 2. FOR MASONRY CLEAR COVER LESS THAN 5db MULTIPLY LAP LENGTHS ABOVE BY 5db AND TYPICAL COLUMN LAP SPLICE LENGTH SCHEDULE DIVIDE BY THE CLEAR COVER STAIRS AND RAILINGS X 3. USE THE LARGEST RESULTING LAP LENGTH FROM NOTES 1 AND 2 MECHANICAL EQUIPMENT ANCHORAGE AND BRACING X NOTE 3 BAR 82E fc - 4000 PSI CONSTRUCTION. WELDING SHALL BE PERFORMED IN ACCORDANCE WITH A WELDED PROCEDURE ` NOTES: #4 TO #8 30db SPECIFICATION (WPS) AS REQUIRED IN AWS D1.1 AND APPROVED BY THE STRUCTURAL. ENGINEER. �P DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO FABRICATION AND #9 TO #11 33db THE WPS VARIABLES SHALL BE WITHIN THE PARAMETERS ESTABLISHED BY THE FILLER-METAL CONSTRUCTION OF STRUCTURAL ITEMS. IF THE SHOP DRAWINGS DIFFER FROM OR ADD TO THE B Dob MANUFACTURER. DESIGN OF THE STRUCTURAL PLANS, THEY SHALL BEAR THE SEAL OF AND THE SIGNATURE OFA w REINFORCING STEEL STRUCTURAL ENGINEER REGISTERED IN THE STATE OF OREGON. ANY CHANGES TO THE STRUCTURAL NOTES: USE MINIMUM COVER DRAWINGS SHALL KE SUBMRTED THE SER AND ARE SUBJECTED TO REVIEW AND ACCEPTANCE OF is FOR CENTER-TO-CENTER SPACING LESS THAN 4db MULTIPLY LAP LENGTHS ABOVE BY 1.3. SER. 1�11r TYPICAL BEAM LAP SPLICE LENGTH SCHEDULE MASONRY- FACE NOT EXPOSED TO EARTH OR WEATHER 1-1/2" 2. DEIGN DRAWINGS, SHOP DRAWINGS, AND CALCULATIONS FOR THE DESIGN AND FABRICATION C 0"7-2M2 (NON-MOMENT FRAME) - MASONRY FACE EXPOSED TO EARTH OR WEATHER 2" (#5 AND SMALLER) ITEMS THAT ARE DESIGNED BY OTHERS SHALL BEAR THE SEAL OF AND THE SIGNATURE OF A 2" (#6 AND LARGER) STRUCTURAL ENGINEER REGISTERED IN THE STATE OF OREGON AND SHALL BE SUBMITTED TD THE D Md 9j► ENGINEER OF RECORD PRIOR TO FABRICATION. CALCULATIONS SHALL BE INCLUDED FOR ALL BAR SIZE fc 4000 psi CONNECTIONS TO THE STRUCTURE CONSIDERING LOCALIZED EFFECTS ON STRUCTURAL EEMENiS MASONRY ACCESSORIES INDUCED BY THE CONNECTION LOADS. DESIGN SHALL BE BASED ON THE REQUIREMENT'S OF OSSC Ebrwwn By #4 TO #8 30db AND AS NOTED UNDER DESIGN CRITERIA. ILT/NZ/HZ #9 TO #11 36db EXPANSION ANCHORS SHALL BE HILTI KWICK BOLT 3. EXPANSION ANCHORS SHALL BE INSTALLED IN 3. CONTRACTOR SHALL COORDINATE SEISMIC RESTRAINTS OF MECHANICAL, PLUMBING AND ELECRICAL W STRICT CONFORMANCE WITH MANUFACTURER'S RECOMMENDATIONS. REINFORCING IN NEW OR EXISTING EQUIPMENT MACHINERY, AND ASSOCIATED PIPING SYSTEMS WITH THE STRUCTURE. CONNECTIONS TO - By MASONRY SHALL NOT BE CUT DURING THE INSTALLATION. THE STRUCTURE SHALL CONFORM TO ASCE7-05 CHAPTER 13. THEY SHALL BE DESIGNED BY AN NOTES: ENGINEER REGISTERED IN THE STATE OF OREGON AND SHALL BE SUBMITTED TO THE ENGINEER OF is FOR CENTER-TO-CENTER SPACING LESS THAN 4db MULTIPLY LAP LENGTHS ABOVE BY 1.3. ADHESIVE ANCHORS SHALL BE HIL71 HY-150 OR SiMPSON SET. ADHESIVE ANCHORS SHALL BE INSTALLED RECORD PRIOR TO FABRICATION AND CONSTRUCTION. PR*dlkv Am _ 2. FOR TOP BARS, CAST ABOVE 12" OF CONCRETE, MULTIPLY LAP LENGTHS ABOVE BY 1.3. IN STRICT CONFORMANCE WITH MANUFACTURER'S RECOMMENDATIONS. REINFORCING IN NEW OR 4. FIELD ENGINEERED DETAILS DEVELOPED BY THE CONTRACTOR THAT DIFFER FROM OR ADD TO THE � S . EXISTING MASONRY SHALL NOT BE CUT DURING THE INSTALLATION. STRUCTURAL DRAWINGS, SHALL BEAR THE SEAL OF AND THE SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF OREGON AND SHALL BE SUBMITTED TO THE ENGINEER OF ALL ANCHORS EXPOSED TO EARTH OR WEATHER SHALL BE PROTECTED FROM CORRISICN�L BY HOT-DIP RECORD PRIOR TO FABRICATION AND CONSTRUCTION, 001 GALVANIZED OR USE OF STAINLESS STEEL. 81t C WPW20114 Mww�Io■d aI■�r.o•auac STATEMENT OF SPECIAL INSPECTION AND TESTING PROGRAM - S&T C C C C CCL L C C I Consultin - J J _ TABLE: An REQUIRED GEOTECHNICAL SPECIAL TABLE: "B" REQUIRED STRUCTURAL SPECIAL INSPECTIONS ( CONTINUE ) "` n ELn InIHIION II�PECTION � � - ears INSPECTIONS = - < < c `c Wine Road S. SYTEM OR MATERIAL. IBC CODE OR FREQUENCY REMIARKB SYTEM OR MATERIAL IBC CODE OR FREQLUENCY REMARKS � � ` . ` - c Salem, OR 9T�06 CODE STANDARD `<< << REFERENCE REFERENCE CoNTNUOU8 PERIODIC CODE STANDARD °" ph.503.931.2767 RIEFERENC�E R�EF7:FtETICE i8X 503.581.9700 VERIFY MATERIALS BELOW FOOTINGS ARE ADEQUATE TO ACHEIVETHE DESIGN BF.ARNO CAPACmr x STEEL CONTINUE NBZ VERIFYEXCAVATiONS ARE EOCTEADED TO PROPER DEPTH ICC EVALUATION Consultin 1704.4.2 AND HAVE REACHED PROPER MATERIALS X INSTALLATION OF COMPOSITE SLAB DEC'3CINQ REPORT - ' X 1704.7 GEO BY '� 1704.13.3 ASCE 9 CHAP. 3 REPORT GEOTECHNICAL SPECIAL INSPECTIONS APPLY TO DECKLING Engineers 9 CI.ASSIFI:ATiOiV AND TE8'TINQ OF C,CONTR01.6TcD ENGINEER 1704.4.2 FILL MATERIALS X INSTALLATION OF ROOF DF_CKNG ICRC EVALUATION X TYPE, DEPTH AND GAGE, POWER ACTUATED 1704.13.3 REPORT FASTNERS, SCREWS, PROPRIETARY SDE 216178 Lerle VERIFY USE OF PROPER MATERIALS , DENSITIES AND LIFT _ BEAM ATTACH1018 s AND BUTTON PUCKS _ Beavwb n,OR 97006 THS DURING PLACEMENT AND COMPACTION l OF X FLOOR AND ROOF DECK WELDS AWS D1.3 X ph. 971.222AM CONTROLED FILL SECTION T ALL WELDS INSPECTED PER AWS Di.3 7.1 fax 5W.N8.8748 PRIOR TO PLACEMENT OF CONTROLLED FLL, OBSERVE 1704.3 AWS D1.1 � WELDS VISUALLY INSPECTED PER SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED X WELDING STUDS EXCEPT AS NOTED OTHERWISE SECTION T X AWS D1.1 7.8 MET PROPERLY - SECAWS ON ALL WELDS VISUALLY INSPECTED PER CommuniV VYEL.DIHKi STAR AND BALING SYSTFJIAS SECTION 6 x AWS D1.1 6.9 RCSC Center SMUG TiGHT HIGH STRENGTH BOLT INSTALLATION 1704.3.3.2 SPECIFICATION X ALL CONNECTIONS VISUALLY P48PECTED . 14330 SW g"Is RD FOR T CONNECTIONS USING DIRECT TENSION 97223 Fe1i�/ INDICATORS. • OR TABLE: "B" REQUIRED STRUCTURAL SPECIAL INSPECTIONS ASTM o �M s 30I �"R� AFTER - c INSPECTION SECTION 9 SYTEM OR MATERIAL. IBC CODE OR UEN Y REMARKS VERIFICATION CotTI COMPOFRAME NENTS JOINT DETAILS INICLMING MEMBER 1704.3.1 x Education outreach Recreation CROW STANDARD REFERENCE SCE CONTNUOUS MATERIAL VERIFICATION OF RENFORCNG STEFL FOR t�t�siivv� l:�ucitt�si�a1 Trust FABRICATORS WELDING X CERTIFIED MILL TEST REPORTS Muslim Educational SPECIAL INSPECTIONS REQUIRED BY OSSC ?fust SECTION 1704 ARE NOT REWIRED V*IERE THE WORK IS PERFORiNED ON THE PREMNM OF A FABRICATORS 1704.7 x FABRICATOR REGISTERED AND APPROVED TO 10330 SW SchoQs FeTIY RD FERFORM SUCH WORK WITHOUT SPECIAL TABLE: "C" REQUIRED TESTING T •CR$� - CONCRETE SYTEM OR MATEiM EC CODE OR ` FRES-CARMY REMARKS CODE STANDARD 1704.7 ACI 318 1.3.2.0 . REFERENCE REFERENCE CONTNLKOUS ��R:UC:TUR_4 t�IFORCING STEEL 1907.5 ACI 318 7.5 X Eo PRaFF 1913.4 GEOTECHNICAL s 1704.4 1904 ACI 318 1.3.2.A X VARI1704 4 2 APPS aIX MINI. ppb GEO'TECHN�it. ENCMt1EER �- VERIFYING USE OF FREQttR� MIX DESIGN 1905.2.4 ACI 318 5.2-5.4 FILL N-PLACE OR PREPARED SUBGRADE DENSITY • • ,!107.5 X o ►s 1704.13.3 1913.2 CHAPTER 4 �g is oma' 1913.3 MATERIAL. VERIFICATION 1704..3 AND TESTING x PER GEOTECHNICAL ENGINEER - TAKKERH CONTROLLED FIU. ACI 318 1.3.2.D MATERIALS EXPIRES: 6/3o/t2 CONCRETE PLACE 1704.4 ACI 318 5.9-5.10 X ASCE 9 CONCRETE \ CONCRETE PLACEMENT AT COMPOSITE SLABS 1704.4 CHAPTER 3 X CONCRETE STRENGTH ASTM C39 - 1704.4 ACI 318 1.3.2.D CONCRETE CURING 1905 11-13 ACI 318 5.11-5.1 X EACH 10 CY OF MAKE SPECIMENS AT TIME FRESH 1913.9 CONCRETE SLUMP ASTM C143 FOUNDATION OR C�CMICRETE IS PLACED MASONRY LEVEL 2 1704.4 DAll. � F.acH _ 1905.6 DAY AND EAt'�R 30 CONCRETE AR CONTENT AM C231 EACH OF SLAB PLACED EACH DAY BEGINNING OF MASONRY CONSTRUCTION CONCRETE TEMPERATURE ASTM C1064 REFER T�O SPECIFICATIONS �+ PREPARATION OF ANY PRE PRISM TESL X MASONRY PRCOPORTIXNSS OF SITE-PREPARED MORTER GROUT' ACI 530 1.15 x ACI 530.1 2.6G UNIT STRENGTH 2105.2.2.1 �� C62 ASTM 0216 ASTM C652 PLACEMENT OF MASONRY UNIT$ AND CONSTRUCTION OF ACI 530 1.15 ASTM CL+476 MORTER JOINTS 1704.5.1 ACI 530.1 1.38 X ASTM C55 1704.5.2ACI 530 ASTM CIA 1.13 1704.5.3 ACI 530 1.15 PRISM TEST METHOD 2105.3 PLACEMENT OF ACI 530.1 3.4 -X ASTM C1314 TESTING EVERY - ACI 530.1 3.6A 5000 SQUARE FEET GROUT SPACE PRIOR TO GROUTING ACI 530.1 3.2D x _ STEEL ACI 530.1 3.5 MAGNETIC PARTICLE (MT) AND ULTRASONIC TESTING (UT) 7. AWS D1.1 PLACEMENT OF GROUT X 1704.3.1 MT X CERTIFIED MILL TEST REPORTS - IIA'1' AWS D1.1 6.13 & 6.14.3 DURING MASONRY CTTRUCrION PRE TESTING of WELDING sruD$ 1704.3.1 AM D1.1 7.7.1 X CERTIFIED MILL TEST REPORTS G E N E f AL ACI 530 1.15 PRE-INSTALLATION TESTING OF WELDING STUDS WELDED NOTES SIZE AND LOCATION OF STRUCTURAL ELEMENTS ACI 530.1 3.30 x THROUGH DECKING 1704.3.1 AWS D1.1 7.7.1 X CERTIFIED MILL TEST REPORTS TYPE, SIZE AND LOCATION OF ANCHORS, INCLUDING OTHER • DETA,Lr8 OF ANCHORAGE OF. MASONRY TO STRUL"'RJRAL 1704.5.1 ACI 530 1.2.2(e MEMBERS, FRAMES OR OTHE 1704.5.2 ASCI 530 3.1.6 X 1704.5.3 • SPECIFIED S74 GRADE., AND TYPE OF ACI 530 1.2. X PROGRAM FOOTNOTES: ACI 530 1.2.4 ACI 530 1.3.4 PROTECTION OF MASONRY DURING COLD WEATHER 2104.3 ACI 530 1.15 1. SPECIAL INSPECTION SHALL CONFORM TO 2010 OSSC SECTION 1704. REFER TO TABLE "A" AND "B" (TEMPERATURE BELOW 40 F) OR HOT WEATHER ACI 530.1 1.80 x FOR SPECIAL INSPECTIONS AND TABLE C FOR TESTING REQUIREMENTS. (TEMPERATURE ABOVE 90 F) 2104.4 ACI 530.1 1.8D PREPARATION OF ANY REQUIRED GROUT SPECIMETIS, 2105.2.2 ACI 530 1.15 2. SPECIAL INSPECTIONS AND ASSOCIATED TESTING SHALL BE PERFORMED BY N APPROVED ACCREDITED MORTAR SPECIMENS AND /OR PRISMS SHALL BE X INDEPENDENT AGENCY MEETING THE REQUIREMENTS OF ASTM E329 (MATERIALS), ASTM D3740 CARVED 2105.3 ACI 530.1 1.4 (SOILS), ASTM C1077 (CONCRETE), ASTM A880 (STEEL) AND ASTM E543 (NON-DESTRUCTIVE). IN ADDITION, THE INSPECTION AGENCY SHALL BE APPROVED BY THE BUILDING OFFICIAL. THE INSPECTION -- COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF ACI 530 1.15 REFER TO SPECIFICATIONS FOR TESTING AGENCY SHALL FURNISH TO THE ARCHITECT A COPY OF THEIR SCOPE OF ACCREDITATION. THE CCONSTRUC:i'ICON DOCUMENTS.MID THE APPROVED X PRE TESTING WELDING INSPECTORS SHALL BE QUALIFIED PER AWS D1.1 SECTION 6.1.4.1.1. - SUBMITTALS SHALL BE VE'RFIED. ACI 530.1 1.5 REQUIREMENTS 3, THE SPECIAL INSPECTOR SHALL OBSERVE THE INDICATED WORK FOR COMPLIANCE TO THE APPROVED S'T'EEL CONDTRUCTION DOCUMENTS. ALL DISCREPENCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION AND NOTES IN THE INSPECTION REPORTS. REFER TO INSPECTION OF FABRICATOR 4. THE SPECIAL INSPECTION SHALL FURNISH REPORTS FOR EACH INSPECTION TO THE BUILDING OFFICIAL, FABRICATION OF STRUC:TURAI. $TE7:1. 1704.2 x REQUS STRUCTURAL ENGINEER, THE ARCHITECT, CONTRACTOR AND OWNER. THE SPECIAL INSPECTION AGENCY SHALL SUBMIT A FINAL REPORT STATING THAT THE WORK REQUIRED SPECIAL INSPECTION WAS - INSPECTED AND IS IN COMPLIANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS AND THAT ALL MATERIAL VERIFICATION 1704.3 ASTM A6 X CERTIFIED MILL !EST's DISCREPENCIES NOTED IN THE INSPECTION REPORTS HAVE BEEN CORRECTED, 2203.1 AiSC 360 A3.1 CERTFI® TEST REPORTS FROM THE MATERIAL VERIFICATION OF HIGH STRENGTH BOLTS 1704.3 AI8C 360 A3.3 X MANUFACTURERX CONTRACTOR RESPONSIBILITY: FOR OCCUPANCY CATEGORY III THE CONTRACTOR IS RESPONSIBLE FOR THE CONSTRUCTION C 1'FT REPORTS FROM , OF THE MAIN WIND-SEISMIC-FORCE RESISTING SYSTEM. THE CONTRACTOR SHALL SUBMIT A MATERIAL VERIFICATION OF WELD FI1.E}tN,g 1704.3 RISC 360 A3.5 x HE WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE OWNER PRIOR MAMUFL� TO THE COMMENCEMENT OF WORK OR THE SYSTEM OR COMPONENET. THE CONTRACTOR'S STATEMENT OF REPONSIBILITY SHALL CONTAIN THE FOLLOWING. 1., ACKNOWLEDGEMENT OF AWARNESS OF THE SPECIAL REQUIREMENTS CONTAINED IN THE STATEMENT ' 0 Deb Dopa VERIFYING USE OF PROPER WPVS X COPY OF WELDING �E SPEgFICATI0N8 OF SPECIAL INSPECTIONS RvAdom 2. ACKNOWLEDGEMENT THAT CONTROL WILL EXERCISED TO OBTAIN CONFORMANCE WITH THE THE CONSTRUCTION DOCUMENTS APPROVED BY THE BUILDING OFFICIAL, VERIFYING WELDER QUALIFICATIONS X COPY OF QUALIFICATION CARDS 3, PROCEDURES FOR EXCERCISING CONTROL WITHIN THE CONTRACTOR'S ORGANIZATION. THE METHOD Di AND FREQUENCY OF REPORTING AND DISTRIBUTION OF THE REPORTS 03.O�1-2Q12 4. IDENTIFICATION AND QUALIFICATIONS OF.THE PERSONS EXERCISING SUCH CONTROL AND THEIR POSITIONS IN THE ORGANIZATION. COMPLETE AND PARTW. PENETRATION GROOVE WEDS X Drawn MULTIPLE PASS FILLET WE= X RTI NZ I HZ 1704.3.1 AWS D1.1 ALL WELDS VISUALLY INSPECTED PER NOndad By SECTION 6 X AWS D1.1 .9 CD SINGLE PASS FILLET WELDS GREATER THAN 34`' Prod Nimbw SINGLE PASS FILLET WELDS LESS THAN OR EQUAL TO iia" x _ G S1 'n02 Wr��rr0ih.Aa�x�rr;�r� bN wd and BaM�r a■■a�Lpd►. S&T >> . _ _ Consultin Z: 9 - En sneers y J - I _C_ 5635 kyline Road S. 22 10 9 8 7 6 5 4 3 2 1 Salem, OR 97306 ph. 503.931.2767 . fax 503.581.9700 NBZ / 22'-0" 3'-4" 9'-6" 8'-0" 3'-4" 15'-8" 22'-0" ' 23'-10" " '- " '- " ` '- ' '- " ' '- " ' � 24 10 718 , 3 7 � 1b 5 9 7 22 5 5 11 Consulting r i , En ineers rK ! �� �l] ( S3 03 I +�o+� 4 I I s M I nrP I I 21617 Susan Lane / S3 04 ��O l I,. 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S&T Consulting _j J _ z TQC t E n sneers >> �1� CCC- CCC 6635 kyline Road S. C Salem, OR 97306 = ph. 503.931.2767 fax 503.561.9700 _ NBZ - Consulting Engineers , 21617 Susan Lane Beaverton, OR 97006 ph. 971.222.4380 fax 503.848.8748 _ - MET: M. 21 - Communi� Center 10330 SW Scholls Ferry RD Tigard, OR 97223 10" 20 tlntreach _tI� Edncatio" Recreation b- a /'' ��' '? �► - *W 5 / '� _ _ _ 1►d4r5i1rn ftPuca#4o"a1 Trust s6A2Typ Muslim 1 2 S6.01 -- 1E r 35.02 Educational Trust 10330 SW Scholls Ferry RD Tigard, OR 97223 / l / } S�RUCTUR,q< SS-02 / PR n / / N R Ng ��FfSsip T TYP 1 12QO 16953PE / ~ 2 / ELEVATOR PIT / a _ yQ0 � // ,�• �6q y TAM RNO��� • nr ti 1 QO /! \ 114 1A . —J„) ExPIRES: 6/30/ 2 / S5A2 / 6" S.O.G W/ #4 @ 12" Q.C. / 5 / 5 EACH WAY AT MID-DEPTH. S5.02 / 55.02 / TYP ` / TYP / ,_ -----, '730 - ic S5.02 i r� iB I - M.2 /42" 0 SUMP PIT S5.02 I / / REF. 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PLAN 12- VERIFY ELEVATOR OPENINGS AND NEED FOR GUIDE RAIL SUPPORT STEEL WITH ELEVATOR MANUFACTURER PRIOR TO CONSTRUCTION . ^ 13- SEE ARCH FOR UNDERSLAB DRAINAGE LOCATIONS 14- COORDINATE SUMP PIT LOCATION AND STEEL RING INSTALLATION WITH PLUMBING BASEMENT FOUNDATION PLAN 1/811= 1'-01' - Dabs R vk*= Dade 03.07.2012 Da9WW By R.T/NZ/HZ Drawn By N-DIS LU ChWW M Cn By S2mOO!- Project MsTd)er Sheet Number _ ULI Copyright 2011{� #I*deaft JW Im Im 3VxW,Rhes been and xed.Soar W=dr>*. 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PLAN 1 3 ` WITH ARCHITECTURAL DRAWINGS PRIOR TO START OF CONSTRUCTION. `� I I ( 156A2 I I S6.o2 I I I I 11 - o Ln \W$X10 • I•- 3- VERIFY ALL MECHANICAL LOCATIONS, OPENNINGS AND MOUNTING DETAILS Ln X 4'-9" X N WITH MECHANICAL DRAWINGS» T-1 O 3 L3X3X1/4, TYP 4- &_EL. XX'-XX" INDICATES TOP OF CONCRETE SLAB ELEVATION TYP - 5- ® INDICATES 10" CONCRETE WALL -- --- - ---I- -=- - -I---- --- ---t ---- - -- - --I-- ---t ---- - I-- -- --r - g - - a, p L 1 S7.06 t 8 SIM 6- ® INDICATES 8" SOLID GROUTED CMU WALL � a , to _ to 7- INDICATES STEP IN ELEVATION M i i ^ S7.06 I I I I I I I I ( I - _ 8- �-� INDICATES SPAN DIRECTION OF 3"X 20GA TYPE W STEEL.DECK I - - - I ( I ( I I ( I c 4-� x W/ 2 " CONCRETE TOPPING W/ 6X6 - w1.4 X 1.4 WWF ,'-'-1 9- 1--` INDICATES SPAN DIRECTION OF 1 1/2"X 20GA TYPE N ROOF DECK °' II 00 ! ! ! 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DIVIDER SUPPORT I I 1 I I Beaverton, OR 97006 EF.RNOTE 9 i 1 flax 503.848.8 21 I M a� - _ E' _ _ - _- _ -_- - -- - _ -- A MET v4 11'-o" 8'-0" 1/3'-4" 11'-0" W12X16 '1_4 r � 2 , SIM 14 I , , ,_ " ,_ t_ X 56.02 I S7.02 ' I 1 o CornmuniV `'� GYM. DIVIDER SUPPORT 7 4 2� s o I 1 HSS3X3X3/16, TYP , 2 / 00 o REF. NOTE 9 ,/ W10X 2k 00 - - I TYP TYP 1 Center / N1ox 2 ( W1ox22 W10X12 I 1 1 I I 1 W t F RD CHAS6.az - ICA ------ ' -- -- -- -- TYP // -Q o r/ g SCREEN B Tgaarrd OR 972236 R F. 8B/S7.06 c+� en ( S J tlt 1YP s7.�� k HSS 3i X3/16 1G � Ln 1I C N SI N N I I I } Y DOME FRAMING I ^ ,�, W10X221 N Cr4 W10X22� W14X22 14X22 L14x22 REF 5/S7.05 TYP 1i `'� Q� / '-� o - 20 I I M Uatreae8 I Edneation Recreation HSS 3X3X3/8, TYP / SIM 7.02 4k 4 V co n , %_ 1020 LB. D-2 I Mti�slin �bucatior+al Trust / = HEAT PUM Z 1 I ,., M 13 / p Z k4 Ij4 0 ao -��`` W14X22 W 14X22 I W 14X22 Muslim TYP s7.04 Q. e P 8 P o N 3 ;° , / I I I 1 N l lw hQ pec zo ^� s7.o '� 3x�s, -� I OPP x Educational j 1 kZ2 kqt 350 LB. -�,`'-,� I V P2 PEN) x1/4 HEAT �� 1 I Trust 4 PUMP PW 14X22 W 14X22 _ _- __ _ 10330 SW Scholls Ferry RD .,, W 14x22 W 14X22 'iNIO P1 ~ C4k4 1/4 P2 CLOSED �� 3 ,Vy ? ``'�. N - o N Tigard, OR 97223 Wx kx P2( ) O rO- W16. �k ,l 4 1500 LB. 4 I X 1235 LB. ' I SIM 7 X a 9 O 14 •,► TYP EAT PUMP ao i HEA PUM I 56.02 o �VYOk12 ` �4¢ � s7,o2 3 / I s7.o3 s7,o1 - - - 3 - I 3 ��RucTu,�q /. 1 TYP _ - -Wl4x22 W14X22 W10x12 t /4 W14x22 TYP S7.04 45 / N N W10x15 HOIST �YIsx26 2500 L3. ��.5 ' oy9 v? ,� BEAM LOCATION '�• ( W14x22 o HEAT PUMP L!> I ,ssSSPE r+� P P2 {CLOSED} � tyYOxx �;o PER ELEVATOR -i 14x22 I W12x16 1 W14X22 ( . 2 36 W h MANUFACTURER 1 3 1 ti 0 � so 'l'�►� -� �4 10x12 P2 O EN �O 8. A 14x S7.o3 1 g'-a N 8'-0" N 1 TYP IM 1235 LB. 10x1 HSS 3X3X3/16. ! 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P.1 =-- -- - ------ - FF1�I��w7r • g 02 VI�ITH ARCHITECTURAL DRAWINGS PRIOR TO START OF CONSTRUCTION. - , I ( ( g 1 7.06 1 _ W8x1 , 1 I I 3- VERIFY ALL MECHANICAL LOCATIONS, OPENNINGS AND MOUNTING DETAILS - PIAN OPP ' HSS '5X3 ' S7.06 SIM E N o S6. t L4x4x1/4XCONT WITH MECHANICAL DRAWINGS. ' I P x = 11506 LB. I I HSS 5 X AROUND DECK ._ ., 0 10 , ; , W10xZ I ,o., E- UMI IFIER ' ' ' 4- EL. XX-XX INDICATES TOP OF CONCRETE SLAB ELEVATION Ln 57.02 I I O I I1 3 I r I I I PERIMETER D_2 w P 5- �� INDICATES SPAN DIRECTION OF 3"X 20GA TYPE N ROOF DECK - - 0 11 0 Z I o EP '67.06 i° j I M E RAN IAL O HSS 5P N I N I N 330 LB C.U. I SC EEN i N I N ti -z 6- T.O.S-XX'-XX" INDICATES TOP OF STEEL ELEVATION HSS SX3X4 I a I •,, 1 RE . $D S .06 , 11 5 W _ W - e11 _ _ _ _ _-_ _ _-_ 57.02 T_ REF 2/S7.0I FOR TYPICAL BEAM CONNECTION S7.04 M E M v -M 7' 3/8"2' 4 5/ " 9'-9n J u M I M o, .. '�' - - - - - - - - - - - ^ 0 'v 8- T.O.W _ INDICATES TOP OF WALL ELEVATION "�' Z Z 00., I Z I O O o 8° I N ( N Z I Z HSS 5 X4 w M T J J �-. J N N N N N J J EL. XX'-XX I N I N Y I N I ^` 12 I I I I N IN t0 LL I cy I � I S7.0 O I O I 9- GYM. 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I i I TYP ' - XX LH INDICATES XX" DEEP LH SERIES OPEN WEB JOIST WITH A TOTAL 1 I I PERIMETER ' ' ' ' ' 14 (�/�) UNIFORM DEAD LOAD OF YYY PLF AND A UNIFORM LIFE LOAD M PLF. REF PLAN FOR ADDITIONAL NOTES I I I I I I I I I I I i # Dale Dee eow 4'-412" I I I 1 - RwAslow " I " I 1 " l " F i n ' n ' n ' i n ' n ' n I ■ _nOF FRAMING PLAN. 8-9 8-9 $-9 $-9 8-9 8-9 $-9 $-9 8-9 9-7 1/2 1 I 1 I I I 1 I I ( Dde 1 I 1 I I I 1 I I I 1 1J811 1'-0" 03 72012 I I I R.TD��/� 41 40 39 38 37 36 35 34 33 32 31 30 F7 Dmm� UJI CDChecked By Number S2w03A \ Sheet Nun'�ber' ■ CoRftl t 20110 W ff O6dYawbWbesuffmWx4r.Rhw bean M MCsd.Scab 7* S&T C C C Consultin C C E f E f - CCC C f r Enineers E C 4; f C 6635 iryfine Road S. ` ` Salem, OR 97306 40 j _ C ph. 503.931.2767 22 10 9 8 7 6 5 4 31(2) 9 1 fax 503.581.9700 UO. � NBZ 130'-8" I I I I I Consulting 22'-0" 23'-10" 24'-11" ' 3'-7" 16'-5" 9'-7" , 22'-5" 5'-11" Engineers 8'-6" , ' ,_ n I I I I I 21617 Susan Lane Beaverton, OR 97006 ph. 971.222.4380 fax 503.848.8748 E -E� ---_-_ _ Foam SET _______-__ _— _- - _._-------- -- �_--_ _ ��------ -_ —_—_ � A I t I Commune Center I I I ' ' I --_— _ - FOCMu ---- - ---_ —_ - ----- ----- - --- ---_ -----_ l B 10330 sw suis f=erry RD Tigard, OR 97223 / NI - 1I I I 0atreach 7'-a .r �,11 -F4 " -l- 20 --_- --_ - - -, - ------- 1I(IIII1(Ii,(IIIIII{II1I II --- -- n (f ---------------------_ML--GN�OrO_1 1 o --F. 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(#4 ® 8" CMU WALL) NBZ T.O.CMU 1 1 -3 1/2 � 1 -3 1/2 j 1 -3 1/2 1 -3 1/2 I I - Sc � 32w O.C. (#4 � 8� CMU WALL) _ , _ I - 5d 0 46 O.C. (#4 ® 6 CMU WALL) 1 j j 1 I I (4) (4) ConsultingI ' 6- # 6 VERTICAL : - 6e-#6 0 16" O.C. Engineers 11 I6b-#6 0 24" O.C. -; IIII - 6c-#6 0 32" O.C. 6.01 I S6.01 1 - 6d-#6 0 48" O.C. 21617 Susan Lane j I (1) i (8a) (3) i (3) � � i � j I _ 6e_(2)#6 0 16" O.C. Beaverton, OR 97006 I O I 1 T.O.Cmu I1 j (Sa) I 3 6f (2)#6 �► 6" O.C. h. 971.2=.M I (8a 1 T.O.CMU I EL: 114'-00 ( ( I I j I 56.01 fax 503.848.8748 P (5c) I TYP EL: 113'-00' 7- (2) # S X CONT 0 HEADER OR SILL AT 10 CMU WALL (#4 I® 8 CMU WALL) (5c) " MET . (3) 8- (2) # 4 ®1 8b - 24" O.0 � (6a) I 8c - 32" O.0 Commune (7) 1 (3) (7) I I 1 I 8d .- 48" O.0 I 1j i 9 -ALL CMU WALLS SHALL BE SOLD GROUTED 110­ I HSS 6X6 COLUMNS j j Center - (3) 1 (6b) 1 REF. PLAN 10 -PROVIDE (2) #5 IN BOND BEAM AT CMU ROOF AND FLOOR DECK I (S i _ I 10330 SW Scholls Ferry 1 (5c} I ( I 11 -UNLESS SHOW OTHERWISE, PROVIDE � AROUND MECHANICAL Tigard, OR 97223 T.O.CMU a EL:104'-8" j (6a) j I I PENETRATION OPENINGS AS REQUIRED IN THE GENERAL NOTES. _ C ! I 12 COORDINATE ELEVATIONS, DIMENSIONS, MECHANICAL) ELECTRICAL OPENINGS AND " (5c) (5c) ti I Outreach {2) ~ (2) I (2) (2) I BLOCK OLI S WITH ARCHITECTURAL, MECHANICAL., ELECTRICAL L ALS! PLUMBING, Education Recreation I CONSULTANT'S Muslim EbuCdtiJNdl Trust I 01 T.O.SLAB Muslim — -- ----- - - - _ ---- -- --- - --- ----------------------- -- ---------------- - ---_ _—_ ._ -----——--- -------- ----- ------ ----- -- -- ---------- EL: REF PLAN B.O.FTG Educational �`\�\ \\! EL: REF PLAN WALL FOOTING REF PLAN. 1 DOWELS TO MATCH Trust t�,,+t 9 WALL FOOTING DOWELS TO MATCH 9 DOWELS TO MATCH 11 WALL REINF. 1 s S6.01 REF. PLAN WALL REINF S6.01 CMU WALL REINF. SS.01 56.01 TMP 10330 SW Scholls Feng TYP Tigard, OR 97223 y , S�RUCTURgL b PRO � �16953PE '9+' F�0 9i TAM 10" CMU WALL ELEVATION AT GRID P5-POOL LOCATION EXPIRES. 6/30/12 - A 41 4fl 39 38 37 36 35 34 33 32 31 30 ' - 56.02 f I 2'-8 7/8 ! ! I I I TYP I I I I {1) F F T.O.CMU EL: 128'-8" T.O.STL EL: 126'-8" ———— ———— ———————— ————————————- — _————— —————————————— ————————— —————-——————— ————— ————— —————— — I I I 1 I I i B.O.OPG� F F EL' 123'-8"V_,/ \ I CMU WALL T.O.CMU ! (3) �(3) (3) (3) (3) (3) (6b) (4) (4) (4) (3) (4) I EL: 120'-5 )JI --- --------- ------------- --- -------- --- -------- ---------- -------- - ---- --_______- --- ----- ; ; z ; ELEVATIONS 56.02 I - 3" ! (1) I �2.-8"4 11'-0" (4) T.O.CMU • I � I 11T-� 12 o I (4) (1) I (Sd) 56.02 �r ( 02 T.O.SLAB {5c) I {T) I EL: i13-4" ---- --------------------------- --------- ---- --------- ------�^^-- --------------- — ------- _ _�----_ --- - -- �. _--- -- ---- — --- -- —� a2 T.O.SLAB 113•-� I (8a) (T) 3 - S6.01 (6e) (7) {7) (7) _ (7) I J I (4) (6c) �— I I (5d) 3 -- 3 I �4) S6.01 56.01 - TYP TYP I 1 MIN I I o ( _- =w I I (2) ti {2} (2) Z:(2) i. (2) I T(2) I (2) I I - 01 T.O.SLAB ( 01 T.O.SLAB EL: REF PLAN d ° a' . a . d ° q -- --- --------- ----------- -- REF.PLAN B.O.FTG d . a.. a 4 . ° Q Q ° d a q a ° . B.O.FTG EL: REF PLAN a4 REF. PLAN UJ o d ° 4 ° d DOWELS TO MATCH <\l.\� �.�� \\/\ e e 1 WALL FOOTING REF PLAN. °.' ° d d 2 DOWELS TO MATCH ° 4-A a v1 cpJ ° ° d d. ° #5 12" O.C. FACE 56.01 WALL REINF. WALL FOOTING 56.01 CMU. WALL REINF. \//�\\/a q- . ° a .a ° d. ° 4 a d d a REF. PLAN TYP ° 4 : . {3 a . . a ° 4 ° .d # Date DOMOM d n Q V 4 ° o d a a ° 4. ° ROVISIC IS a °° d as a .4 a' ° d ° -° d ° d 4 _ n ° 4 4G gp, Dole g v 4 _ 03.472012 LA ° a 4° a a d ° d ° ° 4 00 T.O.SLAB a----- —� _�5 ---a---- a— 4---- Doolpwd By n _ ___= EL: 90-0 STEPPED FOOTING R.T Z REF 9/S5.01 B.O.FTG EL: REF PUj LAN DOWELS TO MATCH BASEMENT WALL 10" CONCRETE 00drad By CONC. WALL REINF. FOOTING, REF. PLAN BASEMENT WALL \ 5 55.02 � Ptojeot Number S3w01B 10 CMU WALL ELEVATION AT GRID P1 POOL LOCATION C 8 CMU WALL ELIEVATION AT GRID H 1-4� u4. 2•-0" i14"•�`-0" Street Number s LUCopyrW 2011® fff*ckmd p to ton Asn Wx 4r,bh . M1 � been nxbrcvd Scete S&T Consultin - 9 NOTE. REF. S3.01 Engineers _ - 6635 Skyline Road S. Salem, OR 97306 t ` ` ph. 503.931.2767 fax 503.581.9700 ( 22 ) ( 21 X 7 6 5 NBZ 2 56.02 � Consulting 56'-4" 56.02 n (1) I {t} I --6 1-0. 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B.O.OPG I 2'-4" 124'-0" i 4 3 2 8" t5d) ► ( 9 8 ) (4) CMU WALL ! ! r ELEVATIONS _ I 4 7 I I 7 I (6b) ! i i 56.02 (1) i ; {i) 56.02 I T.O.KAJ (8a) i 3" Ii _ --- ---- -------- ----- T'-4 3- /4" T.O.CMU IN 3 18- ' 126'-8" V-01 (7) 02 T.OSLAB I I 113'-4' E i ! . {4} I I 3 S6.01 i I I (4) (6b) ; 4) G (4) i (4) i (5b) o (5b) 1 _ (4) i I I (t) I (7) _ I I ———— ----- 01213T.-O4SA I 02T._O.SLAB oL 113' 4"I ----- --- ------------ iT(5d) i (6a) (88) 01 T.O.SLAB I I ------- REF.PLAN t I I I I , 1 _ I (5b) (5b) O \ .a+ # Data nano IFibn - Revisions I (2) c2) (2) 00 T.O.SLAB ! ( (2) Dabs 01 T.O.SLAB 01 T.O.SLAB 03.072012 ———— —————————— ——————— ------- REF.PLAN ! ------------ -- --------- ----- EL•REF. ! — --- ---- --------- — '100'-0 i BY B.O.FTG jB.O.FTG R.T/NZ/HZ REF. PLAN REF. PLAN �i•\/ � / 2 Drawn By 2 DOWELS TO MATCH BASEMENT WALL � 56.01 � CONC. WALL REINF. FOOTING, REF. PLAN DOWELS TO MATCH WALL FOOTING REF PLAN. DOWELS TO MATCH WALL FOOTING 2 w N-DIB CMU WALL REINF. S6.OI CMU WALL REINF. REF PLAN. S6.01 coChecked By Project N=ber F 8" CMU WALL ELEVATION AT GRID M.1 20-21 G 8" CMU WALL ELIEVATiON AT GRID D 2=q.) H 8" CMU WALL ELEVATION AT LUNCHROOM BTVV 8-9 1 u4■.1�.0■ S3mO2 Sheet Nulrrber ti C oftht 2011® fffrla*Raft,%lava Elan 3Vx'a;th been reduced Scala ri =dWy. S&T NOTE: REF. S3.01 - Consulting __1 J - - _ Engineers 6635 Skyline Road S. ` J ' ' ,E Salem, OR 97306 l t2 1 j ph. 503.931.2767 � 1a7 ( 9 ) 4 fax 503.561.9700 (4} (8a) (4) Nl3Z I � T.O.S 7 129 -4" Consulting (88) S6.02 (1) (8a) (3) i Engineers_ T.O.CMU t5b) T.O.SAU 12V 21617 Susan Lane 11110- (7) O I I I Beaverton, OR 97006 ' (7(7) I SINGLE S AN WALL ( DOUBLE SPAN WALL (6b) (3) (3} 3 3 3 b 4 feX 503.848.8( ) t ) { ) (6 } t )/_(3) MET (4) (6a) lyX/ I I -Commune Center (7) (4) (4) j ► 10330 SW Scholis Ferry (4} I I Tigard, OR 97223 t6a) (6d) 88) 02 T.O.SLAB I I I -- —_ — -- -- —_-- --- � 02 T.0.9iAB QatreaehI ------------- -- --- ----__ (4) ----- — — 113'-4" t5b) (5C) Edacafian Recceatioa (6b moo ( ) Muslim Ebucatianal Trust (5d) Muslim O[ Now (5b) E , 56.01 Educational s I I (5d) g 56.01 I I Trust s6.o2 {4) 6e) I 10330 SW Scholls Ferry a I Tigard, OR 97223 I (2) (2) (2) I (2) (2) '^ t2) (2) (z} } I , SjRUCTURj, 01 T.O.SLAB I I I 01 T.O.SLABPROF�Ss/ — — — -- ---- -- — ---_ --_ —. _ — _— -- — EL:REF.PLAN ° EL: REF P v ° ° a 16 3P C' �/ �\/\ \/� �\/\ /�\/jj\!/jj ��\jj�!�`j /•�\!j\!�✓ /�\!j\j/�j/ ��\j/jam\jj�jj 4RAU DOWELS TO MATCH WALL FOOTING DOWELS TO MATCH WALL FOOTING REF PLAN. CMU WALL REINF. S6.01 REF PLAN. CMU WALL REINF. 56.01TAMTYP DOWELS TO MATCHEXPIRES: 6/30/12 CONC. WALL REINF. 4B.O.Ff+G8" CMU WALL ELEVATION AT GRID MA 9-10) CMU WALL ELEVATION AT GRID 21-22 M.1 - REF�P9/SSoOO1NG �, jj���` EL:REF PLAN10" CONCRETSEMENT WALL BASEMENT WALL FOOTING, REF. PLAN REF B/S3.01 J _ " 3 4 5 6 7 8 8 { 10y i i I I i 2 I 4 I S6.02 8'-6- r4 tt} (8b) (6a) (8b) ? (8b) (8b) TYP {8b) !6Z.02 (8a) (6f) (8a) (6f) (8a) (6e) I - T.O.CMU T.O.CMU - ' 1 129'-4" 128 -8" (4} (5b (4) {4) (4 (4) 4) (4) (4 (4) (4) (5b) T.01M (4 T.0.57L 1w- CMU WALL 121 -� (7) (5b) -- ( ) (7) (7) I ELEVATIONS (6a) I . 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DA6e 08.07.2012 CMU WALL ELEVATION AT GRID A 8-1a 8" CMU WALL ELEVATION AT GRID B 1-8 By Designed Drawn By Checloed By Project Naobw � S3n03 Sheet Number WLU■ fr Copydpht 2011 Dgsso*--%fl�so~aw�,.n8o-z42;en soco�arrey C C soilT N_ OTE: REF. S3.01 Consulting Engineers - i 6635 SWlne Road S. 26'-9 3/4" 8'-1 1/2" 32'-4 3/4" = — I• Salem, OR 97306 2 2 _ t ph. 503.931.2767 s6.o2 (�) s6.o2 fax 503.581.9700 {1, I NBZT.O.CMU 129 -4" ` 0) Consulting , Engineers 21617 Susan tam Beaverton, OR 97006 9 ph. 971.222.4380 56. fax 503.848.8748 - 02 - SET �-.. Cornrnuni� i - t 6e) (6e) Center 61'-10" 10330 SW Scholls Ferry (5d) Tigard, OR 97223 {6b, S6.02 {6b) r(Sd) I T.O.CMU Outreach -------- -- ---- - -- ---- ---------- -- T.O.STL - Edoc"non Recreation ---------. ---- -(3}— -- -- --�3) - -- ----- — --- - (3) — — (3}—__{5}-- ---- ------- ---- 112'-4" Muslim £1,ucaNJ Trust (4) (60 (6c) t6c) (3) - t7) (7) 5601 S602 S6.01 Muslim - - . - - TYP Educational Win (5d) (5d) (yd) 3 Trust 3 _ s6.01 10330 SW Scholls Feng s6.o1 Tigard, OR 97223 co - r (2) (2) /_(2) F01 T.O.SLAS C-1 �RUCTt1R,14 ----------- --- ---- ---- — ---------- — __--- ---- --- - ------ ---- — --------- -- EL REF PLAN ---------- ---- --- -----__-- _--_---__—_---_---_- -- ---_--- -- ---------= 01T.O.SLAB PROFESS EL REF 1695 \/�/��///�/\ \'''�/�/1���//\\\ ��//��////� _ /i\.c`/(•��//\ '��/��'//r/\\\ ~\'��/�%/�\//\\\ \�'�����f \ �\\'�<\�\�%1�\\ \\\'�!\��\�//\\\ \'�\�%\/�//\\ _ .l\�/\\\ DOWELS TO MATCH WALL FOOTING1 _ DOWELS TO MATCH WALL FOOTING REF PLAN. ORRREEE CMU WALL REINF. 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PLAN t i (3) (6c) (3) (6a) 6b) S6.01 T.O.CMU 104, (2) (3) WIN (2) (2) (2) f ___ _ __ _ _ __ _ _ _ _ __ __ __ _ _ ___ 01 TAF 01T.O.SLABOIL 01T.O.SLAB 101T.O.SLAB ------ — --- --f—`--- --------- ---------—_— ---- ---------------- 1w-fr ----- -- — ----- REF.PLAN — ------- EL:REF� ------------ ----- -------- EL: REF PLAN - �,/' ,moi/�/i,�;/ W\3//_%OWELS TO MATCH DOWELS TCH DOWELS TO MATWALL FOOTING 11WALL F � ING 2 ppyyElS TO MATCH 1 WALL FOOTING 2 WALL FOOTING REF PLAN. WALL REINF.- REF PLAN. 56,01 WALL REINF. WALL REINF. REF PLAN. REF PLAN. WALL REINF. S6.01 SS.Ol 56.01 S6.01 0 10" CMU WALL ELEVATION AT 41 P.1 - P.5 POOL LOCATION 10" CMU WALL. 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C f E Salem, OR 97306 ph. 503.931.2767 fax 503.581.9700 A C NBZ D E _ Cons ult, n 30'-9 3/8" En sneers 7 T.O.CMU 7 I I 7 I t�) ! 21617 Susan Lane ' (1) 56.02 i 12s'-8" � s6.a2 - t�) � i s6.a2 Beaverton, OR 97006 T.O.CMUF T.O.CMU ! 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C C _- Saleny OR 97306 SECOND POUR FIRST POUR AND ENGINEER OF RECORD < THICKENED EDGS £` COORDINATE WITH SOILS ENGINEER FOR UNDER LAB REQUIREMENT - SS COLUMN r - `': � � _ pl'1.5a3.93'I.2767 REF. PLAN BASE PLATE HSS COLUMN fax 503.581.9700 SLAB ON GRADE PER PLAN - BURKE "KEYED KOLD" COLUMN& FOOTING REF.SCHEDULE 1/S7.0 REF PLAN _ JOINT-STOP REINFORCING 1/8"X 1-f/2" PREMOLDED NBZ 1" CLEAR OF JOINT EACH 5.0 SIDE CONT. MASTIC JOINT FILL WITH CONC 3" MIN - SLAB-ON-GRADE STRIP. (JOINT MAY BE _ ConsultingPER PLAN SLAB-ON-GRADE SAW-CUT AT PER PLAN T.O. FOOTING El. CONTRACTOR'S OPTION). PER PLAN Engineers _ , . ^` r CLEAN GRANULAR " MATERIAL 1-0 REF 1/5.01 FOR UN�RSLAB CLR 21617 Susan/ 9Tt)O6 REQUIREMENT VAPOR BARIER DEPTH PER " CLEAN GRANULAR SCHEDULE 1. 971.222.4380 / /.//` /�/ 6" THICK LAYER MATERIAL 4/55.01 3"CLR OF BASE ROCK wfox � 1/2 ISOLATION 6' VAPOR BARIER I 1 ' I R NF. 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OVER id1ET/61. 6M; �I't@ R08f�S. la' CLR, TYP SLAB ON GRADE DECK(DECK ORIENTA11t3N c c ( Salem, OR 97308 REF 6/SS.02 FOR STEP DETAIL VARIES, REF.P�_AN)E ` C `° ph.5W.9312W CONCRETE BASEMENT 4w-0" fax 503.581.9700 WALL REF.PLAN (VE RWO • • • • • . BZ Consulting (4)#T - .. .« L4X3X1/4XCONT (LLV) 'Engineers EMBED PL 3/$XSXO'-9" AT CL OF w " 3'-0-- O.C. W/ (2) 1/2-0 REF.t/55.01 FOR " 21fi1T Stasan Le[te PILASTER .�,. 15"8 a.. X4 1/2 STUDS AT 6 O.C. Beaverton, OR 97006 6 " " UNDERSLAB " " 1i #4 O 12 O,C. TM REQUIREMENTS 1.97�.�Z.�{W 3/16 ' fax 503.848.8748 1'-6" 3/16 2'-O" (3) #4 MET #4 ! 12" o.c. TOP AND EACH WAY TYP. BOTTOM #4 Q ® 12" O.0 _ CommuniV CONCRETE WALL REF.PLAN GALVANIZED L4X3)%X1'-11" LLV W/ (2) 1"0X3 In EMBEDDED SS Center EXPANSION ANCHORS 0 1'-6" O.C. NOTE: TYP. • • 6" " EACH SIDE AT CONTRACTERS OPTION USE L4X3X1/4XCONT 10330 SW SCtI0118 Ferry Tigard, OR 97223 1 3/4w—*-�-�- - --1 (LLV) W/ 5/8" 0 EXP.ANCHORS @ 16" O.C. A 11" GALVMIZED STEEL BAR GRATING #4 O 12" ox. 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VERT i S.O.G. 3/16 / �Bq� TAM OUTSIDE FACE BASEMENT- 3/16 L4X3)%X CONT (LLV) � 1" 2" DRAIN REF CM • EL. 90.00; — \"-EMBEDED PL % X 6 X 0'-9" ExPiREs: s/3o/12 3�6 L8 X 6 X X CONT B r - - • CONCRETE WALL 3/6 • . . REF PLAN EMBED PL %" X 6 X 9'-0" $�-s-N E '-6" W/ (2) %wO X 4 74"O 6" O.0 V1s V EMBED PL Y X 10" X 0'-10"® T-0" O.C. W/ (4) WO X5" HD'D STUDS O T" O.C. 0 low " CLR, TYP 10" CONCRETE BASEMENT • WALL REINF. 5/S5.02 CONCRETE BASEMENT � � - WALL REF.PLAN 3" CLR (S)#8 VERT 5 BASEMENT WALL DETAIL 6 SLAB STEP AT GYMNASIUM 7 TYPICAL SLAB CMU CONNECTION AT BASEMENT WALL 1'-o" CL OF PILASTER _ 1._pw CL OF CL OF ' BEAM WALL - #3 E @ 16" O.C. TYP 1 3'2" CLR - - - (2) #3 X CONT 4 TIES @ 12-O.C. ALT. • • HOOKS AT CROSSTIES SLOPE SLOPE �2� 1 • • 4w WWF CQNCRETE WWF • w• • " 3" CLR - 3" CLR DETAILS 10" #4 _.�_ 0 16" O.C. 2"CLR :. W10 REF. PLAN 1'-3" " ''Z. 10" CONCRETE CLR BASEMENT WALL - L4X3XA (LLV) W/ 72"0 HILTI TZ BOLT (6)#T O 1S" O.C. W/ 3 Jit" EMBED 73' $ SECTION DETAIL AT WUDU AREA 10" #4 Q O 10"O.C. CONCRETE D BASEMENT WALL - 20 1._4w (4)#7 - i • #4 © 0 12-O.C. it 4w # Date J _ - (� w . Deb t2o 4" 03.072012 CONCRETE BASEMENT Designed WALL REF.PLAN - RJ N.Z H Dawn By 2" CLR, TYP " CLR, TYPuj N DIB Chedoed U) BY IPwj9d Number E S5mO2 E �' Sheet Number PILASTER DETAILS 1 CopftM 2011® ... LU rs�rrastt Salt• Rh i - 1-0" S&T CL OF CMU WALL CL OF CMU WALL G Consulting - � ) C CC. c C C C C G C c e • - - r C C C Engineers DOWELS TO MATCH WALL REINF. „� . G G G G G f � CMU WALL REF PLAN DOWELS TO MATCH WALL REINF. , • _ G f f f G SM Skyline Road S. iy C r C ��y �Q Q�� - •d: - G C C C C Salem, OR 9 VMV - BRICK VENEER REF.ARCH. SLAB ON GRADE REF. PLAN CMU WALL REF PLAN 77 ph. 503.9312767 SLAB ON GRADE FINISH GRADE EL STOP HORIZONTAL C 503.561.9700 REF. PLAN REINF. SHORT OF S.O.GRADE REF. PLAN REF. PLAN CORNER CELLS EL:REF. PLAN a LAP SPLICE PER S1.01, TYP. - WALL BOUNDARY REINF, 1'-0” cn cn - WALL BOUNDARY REINF, Consulting 1'-0" /\\/\\/\/\\/\\/\� gLLI REF WALL ,ELEVATION REF WALL ELEVATION LAP SPLICE REF 51.01 • En sneers IC-A V 1'-6" MIN CL OF CMU WALL LAP SPLICE PER 51.00 21617 Susan UM REF SCHEDULE 4/85.01 I . _ STOP HORIZONTAL Beaverton, �22, OR 97006 43Q(} REF SCHEDULE 4/S5.01 _, ;;':. - • 3" CLR, TYP REINF. SHORT OF 503.646.67.06 \i\\\i\\\i\\\i\\\i\� CORNER CELLS / w REF SCHED LE4/85.01 3 CLR, TYP CORNER BARS SHALL REF SCHED LE 4/85.01MET i 1 '41 w "H . ' ' CL OF CMU WALL MATCH HORIZ. REINF. (1)#6 VERT. IN CommuniV OF WALL W/LESSER FULLY GROUTED CELL L HORIZ. REINF. CONT. REINFORCEMENT _ Center 1«330 SW Sdx)Ns Ferry I Tipp$ OR 97223 CORNER BARS SHALL MATCH HORIZ. REINF. OF WALL WITH LESSER TYPICAL INTERIOR CMU WALL FOUNDATION TYPICAL CMU WALLS CORNER PLAN DETAILS REINFORCEMENT TYPICAL EXTERIOR CMU WALL FOUNDATIONtteaCn Edwolan Recreation Muslim Ebacatio"Al Trwst Muslim #3 ©! 8" ox. �r� !n CAULK JOINT - BACKER ROD HALF UNITS CONTROL JOINT ALTERNATE H� Educational W/ MIN. DEPTH OF OF JOINT WI CMU WALL REF. PLAN Trust MASONERY JOINTS,TYP 10330 SW SChOils Ferry e /� PL l" X 6 X 1'-0" W/ (4) Xt"O x w Tt9ard, OR 97223 2'-6" ! 3" O.C. LAP W/ WALL BARS l�MIyN \ c L3X3X .Y" X0'-5" w \ _ �?'uciTUHSS X REF P 3 AC < 6 3 LAN _ ��,p PROT�rS BOND BEAM �������.�GI►�F�, '�oy9 REINFORCING 8" CMU WALL, 16s53PE < "MAX i ALTERNATE REF. PLAN CL OF CONTROL JOINT COURSES :� f; 0 qq (3) SIDES A A 3/16 TYP Bqj TAMERHq EXPIRES: 6/30/12 ° e TYP 3/16 / .4•^ -' L6 X 3 X % W/ (1) �'4" A307 THRU 2" MAX NOTES: WALL ELEVATION °' d BOLT IN 2" LONG HORIZONTAL SLOTTED HOLE ;•a a' „•�,�.. .-.i�' CL OF CMU WALL 2" MAX 1-CHORD REINFORCING MUST BE CONTINUOUS THROUGH JOINT. VERTICAL PILASTER - • REINFORCING 2-LINTELS OR HEADERS OVER OPENINGS MUST HAVE CONTINUOUS REINFORCING STANDARD PILASTER UNITB JOINT SEALANT 1-ADDITIONAL VERTICAL BARS ON EACH SIDE OF ALL CONTROL JOINT BACKER ROD 2-TERMINATE ALL NON-STRUCTURAL REINFORCING 2" FROM CONTROL JOINTS PREFORMED GASKET. 3-PROVIDE .4'—On BAR AND GROUTWITH DWA PLASTIC SLEEVE PREVENT BOND - HSS WIND GIRT CONNECTION � CMU BQUNDARY ZONE REINFORCEMENT TTP. PILASTER TQ WALL CONN. 6 ._ 7 1'= 1'-0" TTP. CONTROL ]DINT DETAIL 5 1 1-0" _ P.9 10" CMU WALL REF PLAN GRID _ " PL " X 3 X 1'-0" - {Z) # 5 X IN BOND BEAM. STOP Tn' 1 4 2 ® 24" O.C. (2) #4 VERTICAL ONE BAR AT HSS 6 X 6 COLUMN FILL WITH GROUT #4r-61 0'-6" DBA TO " }"# X 24" OBA�S EA. FACE OF HSS 6 X 6 HSS 6 X 6 COLUMN REF PLAN 4 CMU VENEER COLUMN TO MATCH BOND BEAM REINF `` -* !►' " MATCH BOND BEAM REINF ENCLOSURE BRICK VENEER PL X 6 X 0-6 REF ARCHI. 10" CMU WALL 1'-4" DWS 0 3 in O.C. REF PLAN - 11^ TOP BOND BEAM �---, HSS 6X6 COLUMN REF WALL ELEVATION REF. PLAN FINISH GRADE S.O.G REF PLAN a, CMU DETAIL #3 El TIES TO MATCH e BOND BEAM SPACING 10" CMU WALL REF PLAN BOND BEAM (2)#4X2'-6" DBA STRAIGHT >. d D - D a BAR INTO 2nd FLOOR DECK {2! # 5 X CONT IN B01� BEAM. BOUNDr�RY ZONE REINF. REF ELEVATION REF SCHEDULE 4/85.01 - 30 CLR ' REF SCHEDULE 4/S5.01 -� CMU PILASTER SECTION DETAIL J 8 r_V_ " FOOTING DETAIL AT DOUBLE CMU WALL HSS 6X6 COLUMN EMBEDED IN 10" CMU WALL 10 1w=1t�w 11 CMU WAIL TOP CONNECTION DETAIL GRID - 9.-9" _ CL OF COLUMN GRID (3)#6 0 SHART CORNERS,TYP #6 0 24'O.C,TYP (2)#5 DOOR AT DOOR HEADER AND SILL CMU WALL HSS 6X6 COL REF. PLAN REF. PLAN 6'-11" #6X2'-6" DOWELS TO CMU REINF HSS 6X6 REF-PLAN PLAN (2)#5 0 32'O.C.IN BOND BEAM MATCH BOND BEAM REINF REF. PLAN # Date DeecxiP M #5X2'-6" DBA TO MATCH W/HOOKED ENDS AT DOOR TAM BOND BEAM REINF. R•vhrlor>s Date (2)#6 0 DOOR 3AMFF - GRID 03.072012 ' � CL OF COLUMN GRID Ely ���Z 4'-5 7/8" -� 1'-8 5/8" �-- ELEVATION VIEW _� F� Drawn By BRICK VENEER "is REF. ARCH Uj PLAN VIEW CItdK*w BY BRICK VENEER _ REF. ARCH FProject Number CMU ELEVATOR SHAFT REINFORCEMENT LAYOUT HSS COLUMN CMU CONNECTION DETAIL CMU HSS COLUMN CONNECTION DETAIL S60011 12Number C opydatd 201'1® #0d•c6mdig/sIse ffw3Vx4Y.Rh heart nKJY•o•d Sosl•eoandg�y. - - S&T CL WALL TOP OF WALL (2) #5' CONT IN WHD BEAMS -G onsultin EL. REF. PLAN (2) #5 CONT. IN BOND ABOVE - g PRESSURE TREATED • • BEAM POCKET BEAMS ABOVE AND _ JOIST POCKET TYP U.ANOD i3EL0"�V POCKET Engineers4 VOID SIZED TO BELOW BEAM POCKET SIZED TO NAILER W/ COUNTERSUNK ACCOMODATE TYP. U.N.O. ACCOMMODATE j"0X6" ASTM F1554 GR. 36 BEAM PLACEMENT ' JOIST PLACEMENT 6635$I(�►II�18 Road S. 2._0" ANCHORS ® 48" ox. - __ =` " BOND BEAM Salem, OR 97308 � G f f GE #4 6-1 (91 16" O.C. �. ;� °G- � ph.5M.931 2M 3 MIN MIN SHIM BREAK SHELL FACE AT DOWELS •: :;i fax 503.581.9700 AND PROVIDE 1" MIN. OF GROUT MASONRY FACE r1/4 3" MIN 1/4 3 MIN AS,REQUIRED SOLID AROUND REBAR — — SHELL AT POCKET 1/4 3 MIN MASONRY FACE NBZ CONCRETE OVER METAL DECK SHELL AT POCKET (DECK RUNS OTHER DIRECTION REF ConsultingPL 1/2X5X1'-0"W/(2) 3/4"0 GEN ® 9" O.C. ANCHOR BOLTS AT SIM. CONDITION) NOTES' WJ 5" MIN EMBED AND EngineelbWWF METAL DECK (DECK RUNS LEVELING NUT T — — • • ` OTHER DIRECTION AT SIM. " 21 Q17 Susan X01 M9 BOND BEAM REF. GENERAL CONDITION) PL 1/2X6X0-10 Bea1rerion,OR 9T008 STRUCTURAL W/ (2) 3/4"0 X 5" ph.971.222.4380 NOTES ON -- HEADED STUDS 1/2" �5M.U8.8748 SHEET 2-0.02 — • • 0 6" ox. TOP OF STEEL 11" NON-SHRINK MET L4X4 ' CONTINUOUS W/ "0 ANCHOR BOLTS $ REF PLAN BEARING (HSS BEAM AT SIM) � � GROUT �"- WF BEAM W/4" MIN. � 16" O.C. BREAK FACE SHELL AT ANCHOR BOLTS AND PROVIDE 1" MIN. OF GROUT SOLID AROUND BOLT. ommuni GROUTED CELL CMU WALL L4X4Xj CONTINUOUS -- REF. PLAN BOND BEAM OPEN WEB SB JOIST W. 4" MIN. BEARING ON Center CMU WALL REF.PLAN W/ 1"0 ANCHOR BOLTS EMBEDDED P!. REF. PLAN CMU WALL 016" ox. (® S" ox. SIM.) 10330 SW S"Is Ferry BREAK FACE SHELL TOMNOTE: NOS; r OR 97223 #4 CONTINUOUS REF. PLAN AT ANCHOR BOLTS AND PROVIDE 1" MIN. OF USE (2) #6 IN BOND BEAM ABOVE _ CMU WALL USE 2) #6 IN BOND BEAM ABOVE GROUT SOLID AROUND BOLT. AND BELOW AT 10" CMU WALL REF. PLAN AND BELOW AT 10" CMU WALL - � T � 1 TYP.CONCRETE AND METAL DECK TO WALL CONN 2 TYPICAL METAL ROOF DECK WALL CONNECTION 3 TYP WF BEAM TO CMU WALL CONNECTION TYPICAL OWJ TO CMU WALL CONNECTION Outreach 1"= ir�r Education Recreation Muslim EburatiomA Trust Muslim Educational 1'-6" 1'-6" Trust # 5 X V-0" DOWELS IN EPDXY _ IOM$W$chops Fwq GROUTED HOLES TO MATCH HORIZ. CMU WALL PER PLAN EF S1.0 Tigard, DR 9]223 MASONRY WALL REINF. W/ 4" MIN. DECK PER PLAN EMBED. _ (ORIENTATION V IES) WWF PL Ys X 3 X 0'-9" W/ (2) %"0 3/4" CLR S�?' CTURg4 HILT1-HY 150 W/ 4" EMBED. 1-1/4" CLR, TYPPROF�ss/p CMU WALL PL Y3 X 4 X 0'-6" 1695 PE 9� 1" MAX L 4 X 4 (2)#3 CHAIR BAR • • ___. _ VARIES-REF. PLAN CONC.WALL, PER PLANS _ #3 X6'-O" @ 16" O.0 fa CENTERED OVER CMU WALL 2" MAX' TYP �Bq� TAMERND��� PL 1/4" x 4" CONT. CMU WALL �.. W/ 1/2" 0 x 4" • + EXPIRES: 6/so/1 i STUDS ® 16" O.C. 2" MAX, TYP 1 1/2", TYP. 4" 1/4 ANGLE TO REF PLAN ANGLE 3/16 c CMU CONCRT"E -WALL Ct�NNECTION DETAIL _ANGLE TO CMU WALL CONNECTION DECK DETAIL AT DISCONTINUITY Q CMU PIER SECTION DETAIL _ 5 1y 1,-0" � �"� ir.O,r T 1"� 1•-0" V 1"� i,� PL i X 6" X 0'-6" TYP. 6 W/ (2) 4" 0 X 9" HYD STUDS @- 3 Q.C. (2)#4 IN BOND BEAM • 1'-0" 10" CMU WALL PER PLAN SINGLE BLOCK PLASTER FEINF. REF FEINF. REF 2'_8" WALL ELEVATION WALL ELEVATION 8" MIN 8" 8" MIN 2 4" MAX 2 4 MAX • • 9 8 � @ 16" O.C. on 3 2 4 MAX 2 4 MAX . CMU DETAIL' CMU HEADER BEAM (2) #6@ 8" O.C. REF. WALL ELEVATION (2} *.5 T @ 16" O.0 CMU BOUNDARY ZONE CONN. DETAIL n CMU PILASTER AT GYMNASIUM 1 PIER SECTION DETAIL AT LUNCHROOM 1 HEADER BEAM DETAIL 7 1"- ir�. V 1"� ir, + 1"s 1'-W CMU WALL PER PLAN CMU WALL PER PLAN 7 CONCRETE TOPPING OVER A METAL DECK /4 REF FILL W/ GROUT AFTER WWF '/a GEN. BEAM PLACEMENT - LY4 NOTE WF BEAM PER PLAN #4X5'-0" @ 16" O.0 LAP SPLICE CENTER ON WALL REF. SHEET S1.00 .y ,Ij 2'—�" 4" ' # Date I� WF BEAM REF. PLAN tale lslorrs 1 1/2" TYP TTTTTTTTTT WWF NON-SHRINK Date ^•; -�r DECK SPAN PARALLEL AT SIM 1 1/2" TYP v: GROUT - 3"0 X 1'-0" A307 ANCHORS PL Y X 5 X 0'-10" 03.072012 4 W/ (2) %8.0 ANCHOR • • LEDGER- ANGLE REF 1/S6.02 BOLT W/ LEVE G NUTS " Designed BY BOLTS @ 7 O.C. R.T/NZ/HZ ALTERNATE ANCHOR BOLTS AS REQ'D / 1 JZ" NON SHRINK GROUT T Drawn By "IS coChedwd BY M Project Number ^� TYPICAL CONCRETE METAL DECK TO WALL CONNECTION I�IUF BEAM SUPPORT AT CMU WALL WF BEAM TO CMU WALL CONNECTION /CTS6 . 02 NiJtrlbor w Copyrl�t 2011 C fffda IsIm0w3trx41r,8h � &a.. cc S&T 8" CMU WALL 10" CMU WALL _ _ =C C CC _ Consultin CMU JOINT - _ ig BRICK VENEER <« En neers REF. ARCH C (2) #4 VERTICAL 10" CMU WALL `` FILL WITH GROUT (2) #4 VERTICAL REF PLAN `C `` 6835 Skyline Road S. ^ 1�22 66 �� �` E #4 Za' 0'-6" DBA TO " #4 0'-6" DBA TO C C - Selerrl� OR 97306 4 CMU VENEER MATCH BOND BEAM REINF `` p1. 503.931.2767 PL %8 X 12" X 1'-0" MATCH BOND BEAM REINF ENCLOSURE fax 5M.581.9= W/ (4) %"0 HILTI KB-3 9 1'-0" 10" Y4 5^ " BOLT W/ 4" EMBED L 1 1/2" 10" CMU WALL 1 -4 WF BEAM �11" TYP s7Z Y4 REF PLAN REF PLAN FILL WITH GROUT NBZ 0 o Y4 11" BOND BEAM ConsultingL3X3XY4X2 -6 - En Ineers o o a _ g ^ Y4 6 HSS 10X6 REF. PLAN 21617 Susan Lane Y4 6" (2)#4X2'-6" DBA STRAIGHT 4 #3 TIES TO MATCH Bwerborr� OR 97006 V' BOND BEAM SPACING BAR INTO 2nd FLOOR DECKL 971.222.4360 ILL WITH NON BOND BEAM 4"CMU VENEER fax M.U8.8748 RINK GROUT (2)#4X2'-6" DBA STRAIGHT ENCLOSURE BOUNDARY ZONE �• _ L8 X 6 X � X CONT BAR INTO 2nd FLOOR DECK BOUNDARY ZONE RENS. (� REF ELEVATION MET REF ELEVATION #3 l..J TIES TO MATCH PL 3/ X 6 X 0'-9" BOND BEAM SPACING W/ (2) Yz"O X 2'-0" Com' muniV DBA'S @ 5" O.0 Center BOUNDARY ZONE REINF. REF WALL ELEVATION 2" _ ����Fly Outreach PILASTER DETAIL AT GYMNASIUM PII..ASTER DETAIL AT GYMNASIUM Education Recreation 1 HSS 10X6 CONNECTION AT CMU WALL _ Muslim Ezw Atiowd Trust - Muslim Educational J - Trust - 10330 SW Scholis Ferry Tigard, OR 97223 S1RUCTURq, PRO � �16953PE 9� 0 TAM EXPIRES: 6/30/12 i CMU DETAIL # Date Description Revisions - Dare 03.072012 - Designed By RT/NZ/HZ . Drawn By N-DIB U) Ched ed By Project Number S6mO3 Sheet Number Copyright 2011® w SOd■cbw%*q 1b 1&w bm 30'x 42',l h been►e k=d S=b W=dh y. f. G C C G C C - cc C C _ ' L l ` G G E ConsultingGCC - - _ C C _ C _ - - - - - C C' C •SGC - SI - STANDARD BEAM `DIMENONS PER 2/S7.01 Engineers I 1 1/2" (1 3/4" @SLOTTED HOLES) CONNECTION 21 6635 Skyline Rte S. HSS COLUMN SLOT AS REQUIRED. FOR PL 5/16 C C`` ` S81et11, OR$7306 HSS COLUMN 5/16 f NO. OF I _ `G` C C 4 CL OF COLUMN REF. PLAN 5/16 \ BEAM SIZE BOLT SIZE PLATE CAPACITY ph. 503.931.2767 (A325N) BOLTS THICKNESS 5/16 fax 503.581.9700 U.O.N. TOP OF HSS COLUMN WHERE OCCURS I A i �A ij2'0 WEEP HOLE 1 " I PROVIDE 1/4"CAP PL,W/SEAL WELD APER 2/S7.01NBZ 3" O. TYP. BEAM SIZE W8,Wi0 Y2"TO END OF ALL AROUND Af o JA PER PLAN 7/8"0 2 3/8" 9K PL AT ONE SIDE CONN. PLATE PER 3/S7.01 Q WASHER AND NUT O 1 �,2. 4" (4 1/4" AT SHORT SLOTTED HOLES) Y2% TYP Consulting I W12,W14, 7j8"0 3 3j8" 18K 1 n'P I _ TYP 5 16 11/2"NOMINAL EngineersIt 3/8", HEIGHT TO 6" MIN. BOLT NON-SHRINK GROUT W16 7/8"0 4 3/8' 28K - - MATCH SHEAR TAB I 21617 Susan Lane PER 3/S7.01 - OR$7006 PROJECTION THREADED — 3"TYP I BUILT-UP TEE Beaverton, ' /4. LATE SHEAR P " AND BOLTS PERS W18,W21 7/8"0 5 3/8 40K 4NSECTION A-A 9 BOLT EMBED i - " " ph. 971.222.4380 SCHEDULE I fax 503.848.874$ LEVELING NUT W24,W27 7/8"0 6 3/8" 50K PL SIZE PER 2/S7.01 2 Y2" 5/16 -U— CHOIR BOLT ANTYP NOTE: 5/16 REF. SCHEDULE _ PROVIDE STD. OR SHORT SLOTTED HORIZ. HOLES IN PLATE. Communi - REF. 4/S7.03 FOR SKEWED BEAM CONNECTION I - � NOTE: Center CONNECT HEAVY BEAMS PER 3/S7.01 AND SMALLER BEAM W/ FACE MOUNT ASSEMBLY CONNECTION 10330 SW Sch0113 Fe" NOTE: Tigard, OR 97223 S& SLOT TO BE 1/16"WIDER THAN PL — 5/16 "N" X TYP. STANDARD BEAM CONNECTION DETAIL TYP.BOLTED BEAM TO HSS COL. 4 TYP BOLTED BEAM TO HSS COLUMN DETAIL " • ■ t C3ufreach BASE PL 1"= 1'-0" i■= 1'-0" 1 = 1-0" REF.SCHEDULE Education Recreation (o I (GALVANIZE WHERE MNsli"i E1NCAflO AT Trost INDICATED ON PLAN) Muslim "$n — JL4X4XCDNT ROOF DECK REF. PLAN CL OF COLUMN Q (MIN) 3 16 BENT PL FILLER REF. 7/S7.02 Educational DIAGONAL BARS ONLY REQUIRED(O 3 16 FOR ADD'L INFO Trust X"TYP. SIDE BARS)AT OPENINGS SMALLER GROUT HOLE 1'-0" X 1'-0" OPTIONAL WF BEAM SW Scholls Ferry SECTION A-A REF. PLAN 1"M TigaarOd OR 97223 CANTILEVER WF S�RUCTU�,q BEAM REF.PLAN ,a PROf� 16953PE 1 i/2R PL X4X0'-9' EA. SIDE W/(2) " A CAP PL}X 7 X 1'-Y 0 11/2- 0 A307 THRU BOLTS IN 2" #4 BARS 4" VERT. SLOTTED HOLES I8, HSS COL REF. PLAN q/ TAMER��� TYP. GRAVITY COLUMN 2" EXPIRES: 6/30/12 BASE PLATE SCHEDULE HSS POST REF. PLAN y TYP T&B A307 HEADED PL X 3 X 1'-2" COLUMN SIZE N (IN.) B(IN.) T(IN.) X(IN.) ANCHOR BOLTS(NO.) DIAMETER NOTE: 1 1/2"TYP. HSS4x4 10 10 3/4 11/2 (4)3/400 ALL OPENINGS NOT SHOWN ON THE STRUCTURAL O 0 HSS5x5 11 11 1/2 11/2 (4) 3/400 DRAWINGS THAT ARE LARGER THAN V-0'SQ. O O O HSS6x6 12 12 1 11/2 (4) 3/400 AND ALL MULTIPLE HOLES SPACED CLOSER THAN 3X LARGEST OPENING DIMENSION,SHALL BE (MIN) CONNECTION PER 2/S7.01 SUBMITTED FOR REVIEW TO THE STRUCTURAL ENGINEER PL Y2 X 7 X 1'-2" TYPICAL GRAVITY COLUMN BASE PLATE DETAIL SECTION A-A 1 1"= r-a" 5 SLAB ON METAL DECK OPENING HSS POST CONNECTION - _ 7 CANTILEVER/ MOMENT CONNEMON DETAIL r I I C.F.W/ I I BACKING I i HSS 6X6 PLATES i - - I STEEL HSS 6X6 DETAILS I i _ TYPICAL SPLICE DETAIL 1.= 1 # Dab De RHllbkwml Date 03.07.2012 ��By R.T/N2/H2 ` Dmwn By N-0IB U) Mocloeld By ` - N=W S 7w0l Sheet Nufft er WCoayri8ht 2011 0 !l ib d rA*V its b=ffm 30'x42,th been rsd icod S=b ac=d*. S&T DECK ilk TOPPING PER PLAN 1-1/2"TYP 1" CLR ConsultingC DOWELS*4 Z"6 I Ole 0.G c` c Engineers d 5"TYP. 3/4" MAX J f C 6635 Skyline Road S. - c c c c c c c c c ``` `` Salem, OR 97306 c c c CONCRETE WALL I _ r ` , � ph. 503.931.2767 SHEAR CONNECTORS PER PLAN REF. PLAN 4 BEAM PER PLAN CL BEAM REF.PLAN 1 8 1-1 fax 503.581.9700 9" MAX EF PLAI 4 DECK&TOPPING 1 -0 MAX ATTACH DECK PER 51.01 (2)*5 CONT- d V.A PL %X 4%X H W/ERE ON BOLTS IN HORIZ. " M PER PLAN (ORIENTATION VARIES) NBZ SLATTED HOLES AS REQUIRED ROOF DECK REF.PLAN 1/4" BENT PLATE CONT. (ORIENTATION VARIES) x x x x x Consulting (3)SIDES 12GA BENT F L • i t En ineers - 1j4'BENT PLATE(CONT) a �Y4 " W/1/2'f�X 2'-0' DEFORMED EMLi BED PL %X 9X H W/(N)V X 5'HEADED BARS @ 18 O.C. STUDS IN (2) ROWS 0 6"O.0 HORIZ 21617 Susan Lane 1�•� 3/16N 4-1�SHOP OR FIELD WELD NOTE: # 5 CONT. 3115 1-12 AT CONTRACTOR'S OPTION 2" MI Beaverton, OR 97006 DECK&TOPPING PER PLAN (ORIENTATION VARIES REF 4/S502 FOR DECK SUPPORT BETWEEN BEAMS. ph.fax 9971=. =1 } 2" MIN.BEARING 1 4 4-12 SHOP OR FIELD WELD ` WF BEAM BEAM PER PLAN 1/4 1-12 AT CONTRACTOR'S OPTION SHEAR FL EMBED R NO.OF BEAM PER PLAN BEAM SIZE LENGTH'H' LENGTH 'H" HEADEDCAPACITY MET STUDS*N* - W8,W10 6" 8' 4 14K I f CornmuniV W12 W14 " " I Genter 9 13 6 30K 10330 SW Scholls Feng W16 12' 18' 8 44K Tigard, OR 97223 W18,W21 15" 23" 10 56K I . BEAM TO CONCRETE WALL CONNECTION TYP. EDGE OF ROOF DECK DETAIL 4 TYPICAL EDGE OF SLAB DETAIL Outreach 1 TYP EDGE OF DECK DETAIL 2 3 1 Reer"don Muslirh Ebucr l al Trust Muslim CL BEAM - Educational Trust " CL BEAM ATTACH DECK PER S1.01 13 4 TYP �g3 O 82 Ferry TYP �4 ROOF DECK REF.PLAN ALIGN LOW FLUTE OVER BEAM. 5° FLANGE OR CUT HIGH FLUTE I OF DECK AND WELD TO BEAM BENT PLATE FILLER 1/4'X REF. S1.01 �4 6 X 6 X YY4 X 0'-6" 5-�RUCTU&,4, WF BEAM,TYP I DECK REF.PLAN DOUBLE L4X4, REF. PLAN 1 M PRSs��ti _ HSS COLUMN, 16953PE 9< REF. PLAN BEAM PER PLAN f 1/4 3-12 I BEAM PER PLAN C TYP 1/4 3-12 PL 38 X 4 X 0'-6' _..._ TAMERS 1 Cj t7-71 F EXPIRES: 6/30/12 L3xw/16 - I , OW3, REF PLAN — TYP. ROOF DECK TO BEAM DETAIL ROOF DECK SUPPORT BETWEEN JOISTS ., � - 7 1"-1�, GYM. 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GUARDRAIL POST REF ARCH. _ ___ 4= Salem, OR 97306 FOR ADD'L INFO FLAT BAR I"X 2 IN ph. 503.931.2767 0 a'—a"a.0 MAX fax 503.581.9700 5. 0. HSS POST HSS 4 X 4 X 3/16,TYP REF. PLAN NBZ {3}SIDES 4 V Consulting _ En ' ineersa WF BEAM AT SIM WF BEAM V WITH ERECTION REF. PLAN 21617 Susan Ume BOLTS AS REQ'D ° j"STIFF.PL Beaverton, OR 97006 EL-1281-118 WF REF. PLAN ph. 971.222.4380 A"IDES3) fax 503.848.8748 TYP TYP. - MET %w Mw(-/ Communi�' Center 1=SW Sc polls Ferry Tigard,OR 97223 T.O.S BEAM �.--- -s'-o" 8'-0• --� ROOF SCREEN CONNECTION GUARDWL CONNECTION DETAIL MECHANICAL SCREEN FRAME AT GRID D 2 1'=r-tr 1"= 1'-0" _ r, - A 3/e'=1'-cr �t)nt Education Recreation l�tysliv�,l:�ucrii�»al Trust Muslim Educational HSS 4 X 4 X 3/16 BEAM,TYP Trust 10330 SW Scholls Feng Tigard, OR 97223 T.O.S TYP. 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PROVIDE ADDITIONAL FRAMING, BLOCKING,AND FINISHES AS REQUIRED FGR PUJNIB;NG ACCESS PANELS_ e C C C C .C C: C C C o 3. PROVIDE ADDITIONAL BLOCKING AS REQUIRED TO SUPPORT SHELVING,GRAB BARS,' Otak Architects RAILINGS,AND ALL OTHER WALL-MOUNTED ACCESSORIES AND EQUIPMENT. Inc. 4. PROVIDE UL APPROVED THROUGH PENETRATION AND MEMBRANE PENETRATION 17355 SW Boones Ferry Rd. FIRESTOP SYSTEMS AS REQUIRED BY CODE AT ALL ELECTRICAL,PLUMBING,AND rY MECHANICAL PENETRATIONS IN FIRE-RATED ASSEMBLIES. Lake sWego, OR.97035 Phone 503.635.3618 5. SEE PLANS&INT ELEVATIONS FOR ADDITIONAL APPLIED FINISHES. FaX 503.635.5395 6. ALL CORRIDORS TO HAVE ABUSE RESISTANT GYP BD WITHIN 48"OF FLOOR. 7. RATED FIRE AND SMOKE PARTITIONS SHALL BE CONTINUOUS FROM FLOOR TO STRUCTURE ABOVE AND ACROSS AND AROUND COLUMNS. FURRED COLUMN ENCLOSURES MET SHALL NOT BE CONSIDERED PART OF THE FIRE RATED ASSEMBLY.PARTITIONS SHALL BE TIGHT FITTING AROUND ALL STRUCTURAL SHAPES AND PENETRATIONS.RATED PARTITION TERMINATING AT AN EXTERNAL WALL SHALL MAINTAIN ITS REQUIRED RATING TO EXTERNAL }� }'� SYSTEM.ALIGN DIFFERING PARTITION TYPES SO THAT WALL PLANES CONTINUE UNBROKEN �CI 1 CI { n Its/ IN ROOMS AND CORRIDORS UNLESS OTHERWISE NOTED. Y 8. PROVIDE WATER RESISTANT BACKING PANELS 4'-0"EA SIDE OF PLUMBING FIXTURES AMD AT AREAS TO RECIEVE TILE FINISH. SEE SPECIFICATION FOR SEALING OF CUT EDGES. Center PROVIDE MOISTURE RESISTANT GYPSUM BOARD AT ALL RESTROOM WALLS AND CEILINGS - r TO BE PAINTED_ 10330 SW Scholls Ferry RD EXTENSIVE GREEN ROOF Tigard, OR 97223 (TRAY SYSTEM) SLIP SHEET, EDGES OVERLAPPED&SEAMED PEDESTAL ROOF PAVERS ROOF MEMBRANE ROOF MEMBRANE r-) THINSET MANUFACTURED STONE VENEER COVER BD COVER BD outreach GROUT SETTING ROD&FLUID APPLIED WEB Education Recreation TAPERED RIGID INSULATION TAPERED RIGID INSULATION 1/2"CEMENT BACKER BOARD (R-38 MIN,60 PSI MIN) (R-38 MIN,60 PSI MIN) bSlH1iJli #1a�11A Trc$# 2 1/2"CONCRETE TOPPING SLAB, i SEE STRUCTURAL 2 1/2 CONCRETE TOPPING SLAB, /� 5/8"GYP BD MEMBRANEMusWATERPROlim DSIII 1 m 1 o SEE STRUCTURAL 8"CMU,FULLY GROUTED, DRAINAGE MAT METAL DECK,SEE STRUCTURAL Educational METAL DECK,SEE STRUCTURAL HII 1±—L H SEE STRUCT 2"(R-10 MIN)CONTINUOUS Trust ' INSULATION a' 3 5/8"MTL STUDS @ 16"OC6"MTL STUDS @ 16"OC STEEL FRAMING,SEE STRUCTURAL STEEL FRAMING,SEE STRUCTURAL 10330 SW SChoIIS Ferry RD Tigard, OR 97223 SUSPENDED CEILING SYSTEM @ SUSPENDED CEILING SYSTEM @ INTERIOR CONDITIONS, R-21 BATT INSULATION _ INTERIOR CONDITIONS, METAL PANEL SOFFIT @ METAL PANEL SOFFIT @ EXTERIOR CONDITIONS,SEE EXTERIOR CONDITIONS, SEE 5/8"GYP BD SECTIONS SECTIONS INT {– ;; EXT CMU PLUMBING WALL EXTERIOR WALL GREEN ROOF ROOF / CEILING 8 4 ASSEMBLY: N/A FIRE: N/A STC: N/A ASSEMBLY: N/A FIRE: N/A STC: N/A ASSEMBLY: N/A FIRE: N/A STC: N/A ASSEMBLY: N/A FIRE: N/A STC:N/A 1' - 2" ---FLOOR FINISH PER FINISH SCHEDULE STANDING SEAM MTL ROOF BRICK VENEER - 2 1/2"CONCRETE TOPPING SLAB, SEE STRUCTURAL WEATHER RESISTIVE BARRIER 5/8"GYP BD 2"AIR SPACE METAL DECK, SEE STRUCTURAL SHEATHING 10"CMU,FULLY GROUTED, SEE STRUCTURAL WEATHER RESISTIVE BARRIER STEEL FRAMING,SEE STRUCTURAL 6"LIGHT GUAGE STEEL FRAMING BEEN STRUCTURAL : ' • - SPRAY APPLIED POLYURATHEANE PLUMBING CAVITY 2"(R-10 MIN)CONTINUOUS STEEL MEMBERS •a FOAM INSULATION(R-3)AT INSULATION UNDERSIDE OF DECK&EXTERIOR 3 5J8"MTL STUDS 16" S U S @ OC 6"MTL STUDS @ 16"OC SOFFITS ONLY R-21 BATT INSULATION 3 1/2"SOUND ATTENUATION BLANKET CEILING SEE RCP SPRAY APPLIED 5/8"GYP BD POLYURETHANE FOAM INSULATION(R-35 MIN) NOTE: INT EXT SEE PLANS&INTERIOR ELEVATIONS FOR (2)LAYERS OF 1/4"FLEXIBLE EXPOSED GROUND FACE LOCATION AND GYP BD ADDITIONAL APPLIED FINISHES 12A 2 1/2"(R-13)ASSEMBLY OCCURS WHERE STUD WALL ALIGNS 22A 8"CMU IN LIEU OF 10"CMU W/CMU.ALIGN FACE OF FINISH AT BRICK. 26 INTERIOR VVARR 22 INTERIOR WALL 12 EXTERIORV1/ALL 7 DOS ROOF 3 FLOOR / CEILING Ii I : . u ASSEMBLY:N/A FIRE:N/A STC: N/A - ASSEMBLY: N/A FORE: NIA STC:N/A ASSEMBLY:NIA FIRE:NIA STC: NIA � � � � - ASSEMBLY:N/A FIRE: N/A STC:NIA ASSEMBLY; N/A � FIRE: NIA STC:N/A OF WOOD ATHLETIC FLOOR 5/8"GYP BD ROOF MEMBRANE Construction COVER BOARD 6-MIL VAPOR BARRIER Qm Q 35/8"MTL STUDS @ 16"OC BRICK VENEER Assemblies 1hIIer`+ TAPERED RIGID INSULATION CONCRETE SLAB, X7.7 �✓ �7 -5/8"GYP BD .---TRANSLUCENT PANEL (R-38 MIN) SEE STRUCTURAL AA /A2"AIR SPACE 3 1/2"SOUND ATTENUATION 10-MIL VAPOR BARRIER BLANKET 1/2"SUBSTRATE BOARD WEATHER RESISTIVE BARRIER GRAVEL BASE COURSE METAL DECK, SEE STRUCTURAL - 5/8"GYP BD cv UNDISTURBED SOIL , 3 5/8" MTL STUDS @ 16"OC _ 21/2"(R-13 MIN) CONTINUOUS " STEEL FRAMING, ' .- INSULATION SEE STRUCTURAL 10"CMU, FULLY GROUTED, SUSPENDED CEILING SYSTEM @ lU SEE STRUCTURAL INTERIOR CONDITIONS, J CR� Q� CT✓ METAL PANEL SOFFIT @ - EXTERIOR CONDITIONS,SEE — — _ _ f ef SECTIONS I—I I—I IIII—I I ( I I— INT EXT ` . . —I VIII III—III—I I 11B 1-HR RATED WALL [21]A NO SOUND ATTENUATION BLANKET 11A 8"CMU IN LIEU OF 10"CMU INTERIOR WALL INTERIOR WALL EXTERIOR WALL EXTERIOR WALL ROOF / CEILING SLAB ON GRADE ASSEMBLY: NIA FIRE:N/A STC:N/A ASSEMBLY: N/A FIRE: N/A STC:50 ASSEMBLY: N/A FIRE: N/A STC: N/A ASSEMBLY:OSSCTBC 720.1(2) 3-1.4 FIRE: 1-HR STC: N/A U� ASSEMBLY:N/A FIRE: N/A STC: N/A ASSEMBLY: N/A FIRE: N/A STC: N/A FLOOR FINISH PER FINISH SCHEDULE —5/8"TYPE X GYP BD 5/8"GYP BD THINSET MANUFACTURED STONE VENEER CONCRETE SLAB, GROUT SETTING ROD&FLUID APPLIED WEB a 1"GYP LINER PANEL SEE STRUCTURAL —6"MTL STUDS @ 16"OC 6"MTL STUDS @ 16"OC N 1/2"CEMENT BACKER BOARD •• 1 1/2"RIGID FOAM INSULATION 10-MIL VAPOR BARRIER g - (R-7.5 MIN) 2 1/2"C-H STUDS 25 GAUGE @ 24"OC a WATERPROOFING °= ;`> 5/8"TYPE X GYP BD 3112"SOUND ATTENUATION MEMBRANE _; = &2112"24 GAUGE J-RUNNERS @ GRAVEL BASE COURSE .. e f°` t+,a < UNDISTURBED SOIL PERIMETER BLANKET DRAINAGE MAT }` # Date Description BENTONITE WATERPROOFING 5/8"TYPE X GYP BD Revisions _ 5/8"GYP BD —2 1/2"(R-13 MIN) :• 4 a n March 7#h,2011 - -. , ., ,. CONTINUOUS INSULATION — t ate 10"CMU,FULLY GROUTED, ; ' CONCRETE WALL, SEE STRUCTURAL SEE STRUCTURAL f _°•Y: - � � RED ca Designed By @ 14A,(1)ADDITIONAL WYTHE 10"CMU, _ _, ':� _.._ —III ) I I—III— _ FULLY GROUTED,SEE STRUCTURAL I II I ISI I IIII—I I f�"� JAN,TDG • ...--•• _ • _'_ . �' E � � � � �—� G � � E � � � �—� � � W Drawn By -•' JAN L Checked By - - - n v 16082 Project Number 24A -3 5/8"METAL STUDS IN LIEU OF 6"METAL STUDS 20A NO SOUND ATTENUATION BLANKET 14A DOUBLE WYTHE 10"CMU 1A WATERPROOFING UDNER SLAB IN LIEU OF VAPOR BARRIER N co co Ol 1 -HR WALL INTERIOR WALL EXTERIOR WALL BASEMENT WALL 1 -RCEILING (STAIR) SLAB ON GRADE Sheet NumbAl er i� 24 20 14 __._. 10 E]=�ASS�EMBLY.*AER-09038 1 Copyright 2012© o ASSEMBLY:WP 1072 FIRE:1-HR STC:NIA ASSEMBLY: NIA FIRE:N/A STC:51 ASSEMBLY:N/A FIRE:N/A STC:N/A ASSEMBLY: FIRE: STC: FIRE: 1-HR STC: ASSEMBLY:N/A FIRE: N/A STC:N/A Q W if this drawing is Jess than 30'x 42,it has PROPRIETARY:USG been reduced.Scale accordingly. Cc CC C c C C C - - - SHEET NOTES G 1. SEE A1.01 FOR WALL ASSEMBLY INFORMATION = _ C C C • _ - €- C€ C C C C C CB CC3 CCCCCLC C ` C ` C=` Ota k Architects cf C . _ Inc. 17355 SW Boones Ferry Rd. Lake Oswego, OR 97035 Phone 503.635.3618 Fax 503.635.5395 - - MET _ Communit REF LIST y scale 1 .Center _salved 10330 SW Scholls Ferry RD 3110-23-04 3110-24-04 ' Tigard, OR 97223 9110-25-04 3110-26-04 3110-27-04 3110-29-04 -BD30-arch Muslim Educational Trust 10330 SW Scholls Ferry RD Tigard, OR 97223 FOR HEAD OF WALL AT FIRE RATED PARTITIONS, UL DESIGN NO. SEE 1,2 OR 3/A1.02 1 FOR CONNECTION TO CONCRETE FILL OVER METAL HW-D-0085 COMPRESSION STRUT @ 12'-0" BUILDING STRUCTURE(VARIES) LOWER PRIORITY WALL A1.02 SUPPORT ABOVE <t DECK EACH WAY - --COUNTER SLOPE HANGERS IF FIRE SAFING (FILL ENTIRE MORE THAN 1:6 OUT OF PLUMB 3/4"FROM TOP OF INNER CAVITY WHEN NO SPRAY F.P. 12 GA WIRE INSIDE 3/4"ELEC TRACK TO OUTER TRACK d Efl'D}ACOUSTIC INSUL CONDUIT AGAINST UPLIFT -SEE MECHANICAL DRAWINGS OR CONNECTOR WHERE CONTINUOUS OUTER TRACK - - -� d @ FIRE RESISTANT ACOUSTIC FOR BRACING AT DUCTS OCCURS (GA.TO MATCH STUD)W/2" t PARTITIONS WHERE OCCURS LEG i HIGHER PRIORITY WALL (1)#10 PAN HEAD SCREW _,... _. CONTINUOUS THROUGH WALL FASTENER ON EACH SIDE ' 314"FROM PAN HEAD SCREW t INTERSECTIONS-SEE WALL OF EACH STUD FLANGE- i EDGE TO BOTTOM OF OUTER HILTI CP 606 FLEXIBLE \�G - PRIORITIES LEGEND TYP t TRACK LEG i FIRESTOP SEALANT 5/8" _ G DEEP@ EA.SIDE OF WALL 9 a �X; �QLOWER PRIORITY WALL DEEP LEG INNER TRACK FOR 1 HR RATING, 1 114" '� I I I DEEP @ EA,SIDE OF -1 --CROSS TEES FIT BETWEEN MAIN TO MATCH SIZE&GAUGE ATTACH SHEATHING TO STUDS RUNNERS - OF STUDS(2-1/2"LEG) I t AT EACH STUD FLANGE TYP.- I <• WALL FOR 2 HR RATING NOT TO DEEP LEG TRACKFOR SLOTTED WALL PRIORITIES LEGEND SOUND ATTENUATION t I I AND ATT CHMENT TODETAIL NOTES: t - 1. SEPARATE SUPPORT PIPES, PARTmONRATING PRIORITr BLANKET-WHERE I I .a STRUCTURE SEE 8JA1.07 $"Mph( CONDUITS,ECT. SECURE ALL 4HRAREASEPARATIONWALL I(HIaHESTt INDICATED t - AT EDGES 2 HR FIRE/SMOKE BARRIER 2 I `: GYP.BD.WHERE OCCURS `. t. t SOUND ATTENUATION BLANKET HANGERS TO TRAPEZE AROUND z HR FIREWALL oR 2 HR SHAFT WALL 3 METAL STUDS I 6'-0"MAX 4'-0"O.C.TYP 4'-0"O.C.TYP DUCKWORK AND OTHER 1 HR OCCUPANCY SEPARATION 4 I PARTITION AS SCHEDULED v N.T.S. N.T.S. N.T.S. OBSTRUCTIONS 1 HR FIREISMOKE BARRIER 5 ; ..:;•: 12'-0"O.C. EACH WAY 2. MAIN RUNNERS AT 4'-0" 1 HR FIREWALL s O.Ci.SUPPORT W/#12 WIRE NON-RATED ACOUSTICAL WALL 7 LOWES N.rs. @4'-4" FIRE RATED PARTITION 23 ACOUSTICAL PANEL CEILING BRACING SECTION 13 WALL INTERSECTION PRIORITIES PLAN 8 COMPENSATION TRACK 3 PARALLEL TO METAL DECK SECTION A1.02 .SCALE: 1 1/2"= 1'-0" 09115-01-08 A1.02 SCALE:N.T.S. 09110-16-00 A1.02 SCALE:3"=1'-0" 09110-09-04 A1.02 SCALE:3"=1'-0" 09110-24-04 _00 gI L'�eJ" t3tt3 3 HW-D-0077 CONC,FLOOR-2 1/2"MIN. UL DESIGN NO. (E)LT.WT.OR NORMAL WT. OVER METAL DECKING . o 1 FOR CONNECTION TO ° "° OF ° " A7.02 SUPPORT ABOVE a FIRE SAFING(FILL ENTIRE 3 3/4 MIN. BETWEEN TOP CAVITY WHEN NO SPRAY F.P. p OF STUD AND TRACK REQ'D ACOUSTIC INSUL o Z A FLEXIBLE FIRES' OP @ FIRE RESISTANT ACOUSTIC , w WSEE PLAN FORSEAL K -� v _ (1)#10 WAFER-HEAD SCREW @ EA.S DE OFSEALANT 5/8"DWALL EEP --- - - -- PARTITIONS W.O. Partition c X -� LOCATIONS OF RATED t I W _N FASTENER CENTERED IN SLOT FOR 1 HR RATING, 1 1/4" _ m 4 WALLS �� I Q 04 t ON EACH SIDE OF EACH STUD DEEP @ EA.SIDE OF I - FOR SLOTTED TRACK AND Notes UJ w ui t I t FLANGE-TYP WALL FOR 2 HR RATING M I ATTACHMENT TO STRUCTURE LLI �" t t ' t SEE 13/A1.07 And Details N p U) Z t t I - 16 GA.SLOTTED "'. t o O SEE PLANS I ' t TRACK 1-#6 SCREWS EA.STUD FLANGE, t t GYP WALL ASSEMBLY t TYP.-NOT TO SLOTTED TRACK � 0. I t O = i CUT TO MATCH DECK t J t SOUND ATTENUATION BLANKET- PROFILE WITHIN 1/2" I n MECH AND ELEC BOXES HILTI DN32P8 DRIVE 16"SQ. MAX.SINGLE BOX. t t WHERE OCCURS TO 3/4"(1 LAYER 5/8" I SOUND ATTENUATION HILTI X-ZF47P8S23 PINS OR EQUAL W/ HILTI DN32P8 DRIVE PWS '° AGGREGATE AREA NOT TO i i GYP. BD. EA.SIDE FOR ' BLANKET,WHERE OCCURS c DRIVE PINS OR STEEL WASHERS OR EQUAL W/STEEL _ EXCEED 100"SQ.PER 100 SF ' ' I METAL STUD 1 HR RATING-2 LAYERS I I EQUAL 16"O.C. 16"O.C.MAX. #10 SMS 16"O.C. •-�-�� WASHERS 8"O.G. --� I I t w MIN 21 12"WIDE STEEL STUDS AT 16 O.C. - @ @ @ I I @ WALL i i i FOR AY2 HR RATING E .- I t .`.,- w MIN.SLAB 4. o DEPTH=PIN I . t" a . , ° t t ( A I NOTE LENGTH+ 1 1/2" a $ ----- -- ----- c t SEE PAR3/AEOTO META6 FOR LDECK ITIO A. ELEVATION B. SECTION A-A FIRE RATED PARTITION Z TRACK ASSEMBLY- TRACK ASSEMBLY- 16"x18HILTI DN32P8 .PLATE TRACK ASSEMBLY- 12 BOX PENETRATION AT RATED WALLS PLAN 7 SLOTTED TRACK DETAIL 2 PERPENDICULAR TO METAL DECK SECTION SEE 7 8 SEE 7 8 PINS OR EQUAL W/STEEIL SEE 7 $ A1.02 SCALE: 1 1!2"= 1'-0" 09110-14-04 A1.02 SCALE:3"=1'-0" 09110-08-04 A1.02 SCALE:3"=1'-0" 09110-23-04 z A1.02 A1.02 AL02 A1.02 WASHERS @ 16"O.C.EA. A1.02 A1.02 EDGE x PERPENDICULAR PARALLEL PARALLEL CONCRETE SLAB A. TOP OF WALL CONNECTION C. .TOP OF WALL CONNECTION uL DESIGN No. - v _ HW-D-0083 WITH TO 2-WAY CONCRETE SLAB T TO COMPOSITE DECK NESTED TRACK 0 5/8"TYPE"X"GYP. BD. ADDED FOR a DEPTH OF Z TO MATCH 18 GA.x 16"Z CLIP @ 16"O.C. i :. STRUCTURAL a W/(2)HILTI DN32P8 DRNE PWS I SUPPORT d' 4 THE THICKNESS OF OR EQUAL W/STEEL WASHERS 518"TYPE-X GYP BD t t METAL STUD AND TRACK - a TRACK ASSEMBLY- FIREPROOPING 2 1J2"MAX. TO COMPOSITE DECK ! •,. i ' d COMPENSATION TRACK- SEE --- - :. SOUND ATTENUATION BLANKET _ # Date Description ` - .. '. .. BOX PENETRATION OVER 16" SEE 14 07 7 $ i I � lA1. Revisions ------- ----- 3 518"MAX ` , SQ.,MAX.DEPTH 4" I -WHERE INDICATED c i A1.02 A1.02 I March 7 2012 2 HILTI X-EDNI -- - - -- i i " :: t 3/4"HILT!CP 606 = t ' 19P8 DRIVE PINS t t .... :• I " @ " METAL STUD AND TRACK Date 16 GA.Z CLIP @ 32" FIREPROOFING I HILTI X-DN 42 P8 PAF 24"O.C. FLEXIBLE FIRESTOP I OR EQUAL I I t - ' &2 FROM ENDS(OR USE SEALANT-5/8 ti I t O.C.W/(2)HILTI X-EDNI t t TRACK ASSEMBLY- t I LAMINATED FIRE RATED GYP I 318"! HILTI KB-1 24" �'� "' ' RED TRACK TO BEAM (2)#10 SMS TRACK t , @ O.C. DEEP EACH SIDE t 1-#6 SCREW EA.STUD y @ 16"O.C. TO EACH CLIP 19 P8 DRIVE PINS OR SEE 7 8 BD i ) E FLANGE,TYP.-NOT TO DEEP 9 y EQUAL TO BEAM t t :; -WRAP FIRE RATED GYP BD 1 518" EMBED MIN. OF WALL FORA I 5 Desi ned B A1.02 A1.02 I t 1 HR RATING 1 1/4" t LEG TRACK #10 SMS @ t AROUND STUD @ HEAD, `. t DEEP @ EA.SIDE t ' : JAN, TDG 16"O.C. #10 SMS 16"O.C. I JAMB&SILL OF RECESS t 1410 PAN HEAD SCREW EA. OF WALL FOR A 2 ' � Drawn By @ I- ---- .:-.. I .: SOUND ATTENUATION W/OUT FIREPROOFING W/FIREPROOFING PERPENDICULAR PARALLEL STUD FLANGE,TYP. HR RATING BLANKET,WHERE OCCURS JAN NOTE: CONC.SLAB I ' Checked By LOCATE(2)ADDITIONAL Z PROVIDE 4"MAX.STUD TRACK 518"TYPE'X'GYP BD(ONE CLIPS EACH W/DRIVE PINS TO HEAD&SILL OF RECESS t LAYER EA. SIDE AT 1 HR COMPOSITE DECK-(4)ADD'L. @ ' PARTITION-2 LAYERS EA. 16082 DRIVE PINS TOTAL WITHIN 9" ' BED GYP. IN PERIMETER i _ Pro'ect Number SIDE AT 2 HR PARTITIONS) .� 1 B. TOP OF WALL CONNECTION D. TOP OF WALL CONNECTION TO COMPOSITE OF ALL JAMBS STUDS. SEALANT EA.SIDE,TYP. t STOP GYP. BD.5/8"FROM TO STEEL BEAM DECK WITH FIREPROOFING PROVIDE(2}#10 SMs FROM - BASE TRACK ' `` SLAB TRACK TO EACH ADD'L ZCLIP- (4)ADD'L#10 SMS TOTAL FIRE RATED/ACOUSTICAL PARTITION Aln02 21 SLIP TRACK TO CONCRETE SLAB / COMPOSITE DECK OAR METAL DECK / STEEL BEAM SECTION 11 SHALLOW BOX PENETRATION PLAN' 6 BASE TRACK DETAIL 1 TO CONCRETE FLOOR SLAB SECTION - W � u- � w � w- � w w- � v - w= � „ W Sheet-Number A1.02 SCALE: 1 - 1-0 09115-01-12 A1.02 SCALE:3 - 1-0 09110-15-04 A1.02 SCALE:3 -1-009110-03-04 A1.02 SCALE:3 1-0 09110-25-04 p U It hos been(reduced ss Scale ac ordln 2 Capyrlght 2010(� lf this than 9Y A C - C� C G L C r ` DOOR SCHEDULE FINISH SCHEDULE GENERAL NOTES _r OPENING DOOR FRAME HDWR 0 DOOR ROOM BASE MATERIAL/ NO ROOM NAME WIDTH HEIGHT THICKNESS TYPE MATERIAL FINISH MATERIAL FINISH GROUP RATING COMMENTS NO ROOM NAME FLOOR MATERIAL FINISH WALL MATERIAL!FINISH CEILING MATERIAL/FINISH COMMENTS 1. PROVIDE WEATHER WRAP MATERIALS AND CONSTRUCTION FOP,ALL e 001A CORRIDOR 7--g- 0'- 1 3/4" A HM PAINT HM PAINT 01 60 MIN 001 CORRIDOR CONC - GYP BD/P-1,CMU-2,GONG EXPOSED STRUCTURE EXTERIOR DOORS. t 001 B CORRIDOR 6-0" 7'-0" 0'-1 3/4" G HM PAINT HM PAINT 02 4 E 002 MACHINE CONC RB-1 GYP BD!P-1,CMU-2 EXPOSED STRUCTURE 2. ALL DOORS TO HAVE LEVER HANDLES. `` E E` `-` 002 CORRIDOR 3'-0" 7'-0" 0'-1 3/4" A HM PAINT HM PAINT 01 003 STORAGE CONC RB-1 GYP BD J P-1,CMU-2,CONC EXPOSED STRUCTURE 003 STORAGE 3'-0" 7'-0" 0'-13/4" A HM PAINT HM PAINT 03 004 JANITOR CONC RB-1 GYP DB/P-1,CONC EXPOSED STRUCTURE 3. PROVIDE FIRE-RATED DOORS THAT HAVE A TEMPERATURE RATING 004 JANITOR 3'-0" 7'-0" 0'- 13/4" A HM PAINT HM PAINT 04 005 ELEC GONG - GYP BD J P-1 EXPOSED STRUCTURE OF 450'F MAXIMUM IN 30 MINUTES OF FIRE EXPOSURE. C C C I: l _ 005 ELEC 3'-U' 7'-0" U-13/4" A HM PAINT HM PAINT 05 006 DATA CONC - GYP BD J P-1,CONC EXPOSED STRUCTURE 4. ALL DOORS HM DOOR FRAMES TO BE PAINTED P-3. = eC cc 006 DATA 3'=0" 7'-0" 0'-1 3/4" A HM PAINT HM PAINT 06 007 STORAGE CONC RB-1 GYP DB 1 P-1,CONC EXPOSED STRUCTURE Otak Architects 007 ISTORAGE 3-01, 7'-0" 0'-1 3/4" A HM PAINT HM PAINT 03 008 IPOOLEQUIP CONG RB-1 GYP DB I P-1,CONC EXPOSED STRUCTURE 008 CORRIDOR 3'-6' 7'-0" 0'-1 3/4"' A HM PAINT HM PAINT 07 100 LOBBY TILE-1 TILE-1 GYP BD/ P-1,WD GYP BD/P-2 CRACK ISOLATION MEMBRANE Inc. 100A LOBBY 6'-0" 7'-0" 0'-1 3/4" J WD STAIN I ALUM PRE-FIN 08 CUSTOM WOOD DOORS 101 MUSEUM TILE-1 TILE-1 GYP BD J P-1,WD GYP BD/P-2 - 17355 SW BOortes Ferry Rd 1008 LOBBY 6-0" 7'-0" 0'-1 3/4" J WD STAIN ALUM PRE-FIN 09 CUSTOM WOOD DOOR 102A POOL(DECK) TILE-12 COVED TILE-12 CMU-4 EXPOSED STRUCTURE/P-2 KEYN OTE LEGEND Lake Oswego, OR 97035 101 MUSEUM 3-9- 7'-0" 9-1 3/4" B WD PRE-FIN HM PAINT 10 102E POOL N/A N/A N/A EXPOSED STRUCTURE/P-2 Phone 503.635.3618 102A LOBBY 6'-0" 7'-0" 0'-1 3/4" G HM PAINT HM _ PAINT 11 103 WOMEN'S SHOWER TILE-5 COVED TILE-8 TILE-8 GYP BD/P-2 Fax 503.635.5395 102E POOL(DECK) 3'-0" 7'-0" 0'-1 3/4" A HM PAINT HM PAINT 12 104 MEN'S SHOWER TILE-5 COVED TILE-8 TILE-8 GYP BD/P-2 1 GYP BD WRAP COLUMN 103A CORRIDOR 3'-0" 7'-0" 0'-1 3/4" A HM PAINT HM PAINT 13 105 STORAGE CONC RB-1 GYP BD/ P-1 EXPOSED STRUCTURE 2 GROUND FACE OF CMU 103E WOMEN'S SHOWER 3'-0" 71-01, 0"-13/4" A HM PAINT HM PAINT 14 106 EXERCISE RF-1 RB-1 GYP BD/ P-1 ACT-2 3 GYP BD ON RESILIENT CHANNEL OVER CMU 104A MEN'S SHOWER 3'-0" 7'-0" 0'-13/4"' A HM PAINT HM PAINT 13 107 UNISEX TILE-5 COVED TILE-8 TILE-8 GYP BD/P-2 4 WOOD WALL PANELING MET 1046 POOL(DECK) 3'-0" 7'-0'" 0'- 1 3/4" A HM PAINT HM PAINT 14 108 CORRIDOR TILE-1 TILE-1 GYP BD/P-1,WD GYP BD/P-2 CRACK ISOLATION MEMBRANE 5 TEMPERED GLASS, SEE STOREFRONT/CURTAINWALL SCHEDULES _ 105 ISTORAGE 3'-0" 7'-0" 0'-1 3/4" A HM PAINT HM PAINT 15 109 MULTIPURPOSE WD-1 RB-3 GYP BD 1 P-1, CMU-1 EXPOSED STRUCTURE/P-2 CMU-3 ACCENT BAND 6 GYP BD ON 1 1/2"FURRING CHANNELS 106A EXERCISE 3'-0" T-0" 0'- 1 3/4" A HM PAINT HM PAINT 13 110 ELEV TILE-1 MFR MFR MFR 7 ROLL TOP GYM DIVIDER C o m m u n it 106E EXERCISE 3'-0" T-0" 0'- 1 3/4" E ALUM PRE-FIN ALUM PRE-FIN 16 111 STAIR 2 CONC RB-1 GYP BD/ P-1, CMU-2 GYP BD/P-2 8 GLAZED GROUND FACE OF CMU Y 106C EXERCISE 2'-8" T-0" 0'- 1 3/4" A HM PAINT HM PAINT 17 112 STAIR 1 TILE-1 TILE-1 GYP BD/P-1,WD GYP BD/P-2 9 LIGHTSHELF @ INTERIOR MOUNTED TO FRAME,SEE 1/A4.14 107 UNISEX 3'-0" T-0" 0'-1 3/4" A HM PAINT HM PAINT 18 113 - CORRIDOR TILE-1 TILE-1 GYP BD/P-1 ACT-1 CRACK ISOLATION MEMBRANE - 10 SUNSHADE MOUNTED TO EXTERIOR OF FRAME, SEE 1/A4.14 Center 108 CORRIDOR 6-0" T-0" 0'- 1 3/4" K WD PAINT NA NA 19 114 WOMEN TILE-3 COVED TILE-3 TILE-7,TILE-2 GYP BD/P-2 WATERPROOF MEMBRANE AT FLOOR 11 ALIGN HORIZ MULLION W/ADJ DOOR 109A LOBBY 6-0" 7'-0" 0'-1 3/4" J WD STAIN HM PAINT 20 CUSTOM WOOD DOOR 115 MEN TILE-3 COVED TILE-3 TILE-7,TILE-2 GYP BD/P-2 10330 SW Scholls Ferry RD 1098 LOBBY 6-0" 7'-0" 0'-1 3/4" J WD STAIN HM PAINT 21 CUSTOM WOOD DOOR 116 STORAGE CONC RB-1 GYP BD/P-1,CMU-1 EXPOSED STRUCTURE Tigard, OR 97223 109C CORRIDOR 6'-0" 7'-0" U-13/4" G HM PAINT HM PAINT 22 117 STORAGE CONC RB-1 GYP BD/P-1,CMU-1 EXPOSED STRUCTURE 109D MULTIPURPOSE 6'-0"' 7'-U' 0'- 13/4" F ALUM PRE-FIN ALUM PRE-FIN 23 117A WATER CONC RB-1 GYP BD/P-1,CMU-1 EXPOSED STRUCTURE PAINT COLOR LEGEND 109E MULTIPURPOSE 6-0" 7'-0" 0'-1 3/4" F ALUM PRE-FIN ALUM PRE-FIN 23 118 KITCHEN VCT-2 RB-1 FRP ACT-3 111 LOBBY 3'-0" 7'-0" 0'-13/4"' A HM PAINT HM PAINT 24 60 MIN 119 LUNCHROOM LINO-1 RB-1 CMU-1 EXPOSED STRUCTURE/P-2 t ` 114 WOMEN 3'-0" 7'-0"' 0'-13/4" A HM PAINT HM PAINT 25 120 E CORRIDOR LINO-1 RB-3 GYP BD/P-1 ACT-2 WALLS 115 CORRIDOR T-0" 7'-0" 0'-13/4" A HM PAINT HM PAINT 25 121 COUNSELINGIADMIN CPT-1 RB-1 GYP BD/P-1 ACT-2 - ~ 116 MULTIPURPOSE 6'-0" 7'-0" 0'-13/4!' G HM PAINT HM PAINT 26 122 LL CLASSROOM 1 VCT-1 RB-1 GYP BD/P-1 ACT-2 P-1 MFR: RALPH LAUREN PAINT Outreach STYLE: NATURALS 117 MULTIPURPOSE 6'-0" T-0"' 0'-1 3/4" G HM PAINT HM PAINT 26 123 LL CLASSROOM 2 VCT-1 RB-1 GYP BD 1 P-1 ACT-2 -COLOR: PLATEAU-RLNA202 Education Recreation 117A WATER 3"-0" 7'-0" 0'-13/4" A HM PAINT HM PAINT 27 124 LL CLASSROOM 3 VCT-1 RB-1 GYP BD/P-1 ACT-2 118A CORRIDOR 3'-0" 7'-0" O'-1 3/4" A HM PAINT HM PAINT 28 125 LL CLASSROOM 4 VCT-1 RB-1 GYP BD./P-1 ACT-2 PAINT SHEEN: GLOSS LEVEL 3"EGGSHELL" Muslim EbucA o"Al Thist 1186 KITCHEN 3"-0" 7'-0" 0'-13/4" C HM PAINT HM PAINT 13 126 LL CLASSROOM 5 VCT-1 RB-1 GYP BD/P-1 ACT-2 CEILINGS �f�' E m 118C KITCHEN 3'-0" 7'-0"' 0'-1 3/4' C HM PAINT HM PAINT 29 127 S CORRIDOR LINO-1 RB-1 GYP BD/P-1 ACT-2 I Y 1 u SII 1 1 1 118D KITCHEN 81-01. 5'-6" 0'-2" L STEEL PRE-FIN NA NA 30 128 KINDERGARTEN VCT-1 RB-1 GYP BD J P-1 ACT-2 CASEWORK PLAM-1,COUNTER PLAM-2 P-2 MFR: RALPH LAUREN PAINT 119A E CORRIDOR 3'-0" 7'-0" 0'-1 3/4" B WD PRE-FIN HM PAINT 31 129 RESTROOM TILE-4 COVED TILE-8 TILE-8 GYP BD/P-2 STYLE: WHITEWASH Educational 119E LUNCHROOM 3'-0" 7'-0" 9-1 3/4" C HM PAINT HM PAINT 32 130 PRESCHOOL VCT-1 RB-1 GYP BD/P-1 ACT-2 CASEWORK PLAM-1,COUNTER PLAM-2 COLOR: PICKET FENCE WHITE-RLWW202 119G LUNCHROOM 3'-0" T-0" 0'-1 3/4" E ALUM PRE-FIN ALUM PRE-FIN 33 131 STAIR 3 RB-2 _ RB-2 GYP BD/P-1 EXPOSED STRUCTURE/P-2 PAINT SHEEN: GLOSS LEVEL 3"EGGSHELL" Trust 120A CORRIDOR 6'-0" 7'-0" 0'- 1 314" H WD PRE-FIN HM PAINT 34 132 BOYS TILE-4 COVED TILE-8 TILE-8 GYP BD/P-2 120E E CORRIDOR 3'-0" T-0" 0'- 1 3/4" E ALUM PRE-FIN ALUM PRE-FIN 35 132A CLOSET TILE-4 COVED TILE-8 GYP BD/P-1 GYP BD/P-2 HOLLOW METAL FRAMES _ 10330 SW Scholls Ferry RD 121 COUNSELING/ADMIN 3'-0" 7'-0" 0'- 13/4" B WD PRE-FIN HM PAINT 46 133 GIRLS TILE-4 COVED TILE-8 TILE-8 GYP BD/P-2 P-3 MFR: RALPH LAUREN PAINT Tigard, OR 97223 122 E CORRIDOR - T-0" T-0" 0"- 13/4" B WD PRE-FIN HM PAINT 36 134 DATA CONC RB-1 GYP BD/P-1, CMU-1 EXPOSED STRUCTURE/P-2 123 LL CLASSROOM 2 3'-0" 7'-0" 0'-1314" B WD PRE-FIN HM PAINT 36 135 WORKROOM LINO-1 RB-1 GYP BD/ P-1 ACT-2 STYLE: NATURALS COLOR: BURLAP-RLNA214 _ 124 LL CLASSROOM 3 T-0'" T-0" 0'-13/4" B WD PRE-FIN HM PAINT 36 136 RR TILE-4 COVED TILE-8 TILE-8 GYP BD/P-2 125 LL CLASSROOM 4 S-0" T-0" 0'- 1 3/4" B WD PRE-FIN HM PAINT 36 137 PRINCIPAL CPT-1 RB-1 GYP BD/ P-1 ACT-2 PAINT SHEEN: GLOSS LEVEL 5 SEMIGLOSS 126 LL CLASSROOM 5 3'-0" T-0" 0'- 1 3/4" B WD PRE-FIN HM PAINT 36 138 ADMIN CPT-1 RB-1 GYP BD/ P-1 ACT-2 127 S CORRIDOR 6'-0" 7'-0" 0'-1 3/4" F ALUM PRE-FIN ALUM PRE-FIN 37 139 LOUNGE TILE-1 TILE-1 GYP BD/P-1 ACT-1 ACCENT 128A KINDERGARTEN 3'-0" 7'-0" 0'- 1 3/4" B WD PRE-FIN HM PAINT 36 140 STORAGE CONC RB-1 GYP BD/P-1 EXPOSED STRUCTURE P-4 MFR: RALPH LAUREN PAINT 128E KINDERGARTEN S-0"' 7'-0" U- 13/4" E ALUM PRE-FIN ALUM PRE-FIN 38 200 LOBBY LINO-1. RB-7 GYP BD/P-1,WD GYP BD/P-2 STYLE: VINTAGE MASTERS 129A RESTROOM 3'-0" 7'-0" U-13/4" D WD PRE-FIN HM PAINT 39 201 MULTIPURPOSE CPT-3 RB-1 GYP BD/P-1 ACT-1 COLOR: FADED SILK-RLVM268 1298 RESTROOM 3'-0" 7'-0" 0'-13/4" D WD PRE-FIN HM PAINT 39 203 STORAGE CONC RB-1 GYP BD J P-1,CMU-2 EXPOSED STRUCTURE 130A PRESCHOOL 3'-0" 7'-0" V-13/4" B WD PRE-FIN HM PAINT 36 204 WOMEN TILE-3 COVED TILE-3 TILE-8 GYP BD/P-2 P-5 MFR: RALPH LAUREN PAINT STYLE: VINTAGE MASTERS 130E PRESCHOOL 3'-0" 7--g- 0'- 13/4" E ALUM PRE-FIN -ALUM PRE-FIN 38 205 MEN TILE-3 COVED TILE-3 TILE-8 GYP BD/P-2 COLOR: ASTOR GREEN-RLVM253 131A STAIR 3 3'-0" 7'-0" 0'-13/4!' A WD PRE-FIN HM PAINT 40 206 PRESIDENT CPT-2 RB-1 GYP BD t P-1 ACT-2 131B STAIR 3 a_91 7'-p" 0'-13/4!' A HM PAINT HM PAINT 41 207' RR TILE-3 COVED TILE-8 TILE-8 GYP BD/P-2 P-6 MFR: RALPH LAUREN PAINT 132A. BOYS X-9- 7'-0" 0'-1314" A WD PRE-FIN HM PAINT 42 208 MET PR CPT-2 RB-1 GYP BD/P-1 ACT-2 STYLE: NATURALS COLOR: MEXICAN FEATHER GRASS-RLNA236 132E BOYS 5'-4" 7'-0" 0'-13/4" G WD PRE-FIN HM PAINT 43 209 CORRIDOR LINO-1 RB-1 GYP BD J P-1 ACT-2 133 GIRLS 3'-0" 7'-0" 0'-13/4" A WD PRE-FIN HM PAINT 14 210 SCIENCE LAB SV-1 RB-1 GYP BD 1 P-1 ACT-2 P-7 MFR: RALPH LAUREN PAINT 134 DATA 5'-4"" 7'-0- 0'-13/4" G WD PRE-FIN HM PAINT 43 211 MEETING CPT-2 RB-1 GYP BD 1 P-1 ACT-2 STYLE: VINTAGE MASTERS 135 WORKROOM 3'-0" 7'-0" 9-13/4" B WD PRE-FIN- HM PAINT 10 212 WORKROOM LINO-1 RB-1 GYP BD J P-1 ACT-2 COLOR: IN THE MEADOW-RLVM264 136 RR 3'-0" 7'-0" 0'-13/4" A WD PRE-FIN HM PAINT 44 213 UL CLASSROOM 2 VCT-3 RB-1 GYP BD J P-1 ACT-2 P-8 MFR: RALPH LAUREN PAINT 137 PRINCIPAL 3'-0" 7--g- 0'-13/4!' B WD PRE-FIN HM PAINT 45 214 UL CLASSROOM 3 'VCT-1 RB-1 GYP BD!P-1 ACT-2 STYLE: VINTAGE MASTERS 138 ADMIN 3'-0" 7'-0" 0'-1 314" B WD PRE-FIN HM PAINT 46 215 UL CLASSROOM 4 VCT=1 RB-1 GYP BD 1 P-1 ACT-2 COLOR: CHAMOIS-RLVM238 139A LOUNGE 3'-0" 7'-0" 0'-13/4" B WD PRE-FIN HM PAINT 47 216 CORRIDOR LINO-1 RB-1 GYP BD J P-1 ACT-2 P-9 MFR: RALPH LAUREN PAINT 139B LOUNGE 3'-0" 7'-0"' 0'-1 3/4" D WD PRE-FIN HM PAINT 47 217 UL CLASSROOM 5 VCT-1 RB-1 GYP BD/P-1 ACT-2 - STYLE: VINTAGE MASTERS 140 STORAGE 3'-Y' 7'-0" 0'- 1 3/4" A HM PAINT HM PAINT 48 218 UL CLASSROOM 6 VCT-1 RB-1 GYP BD/P-1 ACT-2 COLOR: SPANISH BLUEBELL-RLVM283 201A LOBBY 6'-0" 7'-0" 0'- 1 3/4" 1 WD PRE-FIN HM PAINT 49 219 UL CLASSROOM 7 VCT-1 RB-1 GYP BD/P-1 ACT-2 201E MULTIPURPOSE 3'-0" 7'-0" U- 13/4" E ALUM PRE-FIN ALUM 35 220 ART STUDIO VCT-1 RB-4 GYP BD/P-1 ACT-2 P-10 MFR: RALPH LAUREN PAINT - 203 STORAGE 3'-0" 7'-0" 0'- 1 3/4" A HM PAINT HM PAINT 15 221 BOYS TILE-4 COVED TILE-8 TILE-8 GYP BD/P-2 STYLE: VINTAGE MASTERS COLOR:. BALTIC GREEN-RLVM266 204 LOBBY 3'-0" T-0" .0,_ 13/4" A HM PAINT HM PAINT 44 222 GIRLS TILE-4 COVED TILE-8 TILE-8 GYP BD/P-2 205 LOBBY T-0" 7'-0" 0'- 1314" A HM PAINT HM PAINT 44 223 DATA CONC RB-1 GYP BD/P-1, CMU-2 EXPOSED STRUCTURE P-11 MFR: RALPH LAUREN PAINT 206A PRESIDENT 31-01. 7'-0" U- 13/4" B HM PRE-FIN HM PAINT 45 224 RR TILE-4 COVED TILE-8 TILE-8 GYP BD/P-2 STYLE:' VINTAGE MASTERS 2068 PRESIDENT 3'-0" 7'-0" U- 13/4-0 E ALUM PRE-FIN ALUM PRE-FIN 50 225 COMPUTER LAB VCT-1 RB-1 GYP BD/P-1 ACT-2 COLOR: SANCTUARY-RLVM273 207 RR T-0" T-0" 0'-13/4" A HM PAINT HM PAINT 51 226 LIBRARY CPT-2 RB-1 GYP BD/ P-1 ACT-2 P-12 MFR: RALPH LAUREN PAINT 208A MET PR 3'-0" T-0" 0'- 1314" B WD PRE-FIN HM PAINT 45 231 STAIR 3 RB-2 RB-2 GYP BD/P-1 EXPOSED STRUCTURE/P-2 STYLE: VINTAGE MASTERS 208E MET PR 3'-0" T-0" U-13/4" E ALUM PRE-FIN ALUM PRE-FIN 50 COLOR: SHORELINE BLUE-RLVM278 209 LOBBY 6-0" T-0" 0'- 13/4" H WD PRE-FIN HM PAINT 49 ORE 210 SCIENCE LAB 3'-0" T-0" 0'-13/4" B WD PRE-FIN HM PAINT 36 P-13 MFR: BENJAMIN M TI 211 MEETING 3'-0" 7'-0" 0'- 13/4" B WD PRE-FIN HM PAINT 10 - WINDOW SHADE SCHEDULE PLASTIC LAMINATE LEGEND co OR: M000RE-O-MATICCOLORSYSTEM 212 WORKROOM 3'-0" T-0" 0'- 13/4" B WD PRE-FIN HM PAINT 36 213 UL CLASSROOM 2 3'-01" 7'-0" 0'-13/4" B WD PRE-FIN HM PAINT 36 ROOM P-14 MFR: RALPH LAUREN PAINT 214 UL CLASSROOM 3 3'-0" 7'-0" 0'-1 3/4" B WD PRE-FIN HM PAINT 36 NO ROOM NAME SHADE TYPE SHADE MOUNTING PL-1 MFR: FORMICA STYLE: ISLAND BRIGHTSr{ 101 MUSEUM S-2 RECESSED STYLE: SCULPTED(CABINET FACES ONLY,WAINSCOT CAP) COLOR: BIG SUR BLUE-RLIB223 *,, 215 UL CLASSROOM 4 3'-0" 7'-0" 0"-13/4" B WD PRE-FIN HM PAINT 36 COLOR: 7813-SP CARDBOARD SOLIDZ(FACES ONLY) •� Tt/* 106 EXERCISE S-2 RECESSED (CABINET) P-15 MFR: RALPH LAUREN PAINT ' 216 STAIR 3 3'-0" 71-01, 0'-1 314" A HM PAINT HM PAINT 40 � COLOR: 7813 MATTE FINISH CABINET �.� 109 MULTIPURPOSE S-3,SKYLIGHTS SURFACE DOLLKEN EDGE BANDING: TYPE Z DW#6136 STYLE: VINTAGE MASTERS 'L; JrLtt 217 UL CLASSROOM 5 3'-01, T-0" 01-13/4" B WD PRE-FIN HM PAINT 36 119 LUNCHROOM S-4-EXT,S-3-INT SURFACE COLOR: EMPEROR-RLVM272 218 UL CLASSROOM 6 a-0" 7'-0" 0'-13/4" B WD PRE-FIN HM PAINT 36 PL-21 MFR: NEVAMAR 121 COUNSELING/ADMIN S-2 SURFACE 219 UL CLASSROOM 7 S-01, 7'-0" 0'-1 314" B WD PRE-FIN HM PAINT 36STYLE: TEXTURED ��`' „ 122 LL CLASSROOM 1 S-1 SURFACE PAINT SHEEN: GLOSS LEVEL 3"EGGSHELL" t ' 220A ART STUDIO 3'-0" 7'-0" 0'-1 314 B WD PRE-FIN HM PAINT 36 COLOR: HERBAL ALLUSION AL 5001T(P-LAM COUNTERTOPS) 2206 ART STUDIO S-01, 7'-0" 0'-1 3/4" E ALUM PRE-FIN ALUM PRE-FIN 50 123 LL CLASSROOM 2 S-1 SURFACE 221A BOYS 3'-0" 7'-0" 0'-1314" A WD PRE-FIN HM PAINT 42 124 LL CLASSROOM 3 S-1 SURFACE PL-4 MFR: NEVAMAR _ 2218 BOYS 5'-47 7'-0" 0'-1 3/4" G WD PRE-FIN HM PAINT 43 125 LL CLASSROOM 4 S-1 SURFACE STYLE: TEXTURED 126, LL CLASSROOM 5 S-1 SURFACE COLOR: RED DRAGON BAMBOO WZ1001T(CABINETS, 222 GIRLS 3'-U. T-0" 0'-13/4" A WD PRE-FIN HM PAINT 14 KINDEGARTEN) Schedules 223 DATA 6'-0"• 7'-0" 0'-1 3/4" G WD PRE-FIN HM PAINT 43 128 KINDERGARTEN S-1 SURFACE 224 RR 3'-0" 7'-0" 0'-1 3/4" A WD PRE-FIN HM PAINT 52 - 130 PRESCHOOL S-1 SURFACE PL-5 MFR: NEVAMAR 225A COMPUTER LAB 3'-0" 7'-0'" 0'-1 3/4" B WD PRE-FIN HM PAINT 36 137 PRINCIPAL S-2 RECESSED STYLE: EXTURED 2258 COMPUTER LAB 3'-0" 7'-0" 0'-1 3/4" B WD PRE FIN HM PAINT 53 138 ADMIN S-2 RECESSED COLOR: XANADU BLUE BAMBOO WZ3001T(CABINETS, 226A LIBRARY 3'-0" T-0" 0'- 1 314" E ALUM PRE-FIN ALUM PRE-FIN 54 139 LOUNGE S-2 RECESSED PRE-SCHOOL) 2268 LIBRARY 3'-0" 7'-0" U-13/4" B WD PRE-FIN HM PAINT 55 201 MULTIPURPOSE S-4 RECESSED PL-6 MFR: FORMICA 206 PRESIDENT S-2(EXTERIOR ONLY) RECESSED STYLE: ATTE FINISH 208 MET PR S-2(EXTERIOR ONLY) RECESSED COLOR: 78-58 POSSUM WARP(WAINSCOT) 209 CORRIDOR S-2(EXTERIOR ONLY) RECESSED 210 SCIENCE LAB S-2 RECESSED 211 MEETING S-2 RECESSED 212 WORKROOM S-2 SURFACE WINDOW SHADE LEGEND 213 UL CLASSROOM 2 S-1 SURFACE 214 UL CLASSROOM 3 S-1 SURFACE 215 UL CLASSROOM 4 S-1 SURFACE S-1 MANUAL BO 216 CORRIDOR S-2 RECESSED S-2 MANUAL LIGHT EQ EQ EQ S-3 MOTOR BO 217 UL CLASSROOM 5 S-1 SURFACE S-4 MOTOR LIGHT 218 UL CLASSROOM 6 S-1 SURFACE S-5 MOTOR DUAL ' 219 UL CLASSROOM 7 S-1 SURFACE 220 ART STUDIO S-1 SURFACE 225 COMPUTER LAB S-1 RECESSED 226 LIBRARY S-1,SKYLIGHTS RECESSED 6„ 4„ N / / cl O O 02 TO SLAB WIRED GLASS ♦ ♦ / o E 101-0.1 T T / T EQ EQ EQ 6'-0" - - - - A. FLUSH B. FULL LITE C.VISION LITE D. DUTCH E. STOREFRONT F.DOUBLE STOREFRONT G. DOUBLE FLUSH 1 1 5 -4" 6'-0" Date Description Ln iA 0 N w o .- Revisions March 7th,2011 - - - ( / Da7 77 te / \ / � -- � -_�. -- -ca b w b / � � e- o � � � � Designed By JAN,TDG ----- - r T - - W Drawn By 00 ba JAN Lu - - - - - - (D 01 TO SLAB T N 02 TO SLAB N - 02 TO SLAB _ - 02 TO SLAB Checked By 100 0 113 4 113'-4 113 4 16082 U H. DOUBLE FULL LITE 1. DOUBLE VISION LITE J.CUSTOM WOOD K.SINGLE PANEL SLIDING L.OVERHEAD ROLLING Project Number 00 K`2� DOOR TYPES 1 INTERIOR STOREFRONT SCHEDULE CD t- SCALE: 1/4"= 1'-0" A1.11 SCALE: 1/4"= V-0"' Al ml I Sheet Number ii Copyright 20120 Q W If this drawing is less than 30'x 42,it has V been reduced.Scale accordingly. of 2' 4' 8' CC - 0 GENERAL NOTES ' C < C C (}I..(711 J _ _�.--1 1. SEE Al.11 FOR KEYNOTE LEGEND s - __C C 4'-4" 4'-4" 31_411 d EQ * EQ 2. ALL DIMENSIONS ARE ROUGH OPENING, FIELD VERIFY DIMENSIONS ` � I ` C 3. CONTRACTOR COORDINATE ROUGH OPENING AT DOORS 4JITH CURTAIN, < 12'-0" 20'-0" -- ---- CURVED MULLION WALL MANUFACTURER 6'-3 3/8" _ T-5 1/4" 6'-3 3/8"' � - 5'-8518" 6'-33/8' _- .___ _... -------- _ - OtG�k Architects rn 6'-0" I I - - - FRITTED GLASS Inc. r 17355 SW Boones Ferry Rd Lake Oswego, OR 97035 i n CLEAR GLASS _ - Phone 503.635.3618 (TEMPERED @ROOMS 201,225&226) °' Fax 503.635.5395 1-n Z u� �z -- - co 0 W J -- — LO Z z z z � - _ — DQ _ Da _ _ MET T T 02 TO-SLAB - 02 TO SLAB 6'-0" 0 w113'-U ; w v 4' � 113'-4" 0 3'-011 ■ g 0 O t N r - - - Community WW _ QW W i — Z — Ct - Z <`> U- Q oo d O _ _ SPANDREL GLASS _ Center BO w 07 w v _ (STANDARD GLASS AT LUNCH ROOM) "� CO 10330 SW Scholls Ferry RD 4n a, LO tL co T co — _ Tigard, OR 97223 SEE BLDNG ELEV FOR LOCATIONS � OF OPERABLE WINDOWS / T 81 0 z T co OD Z - - - - a Outreach 00 co -- — zo ~ \ T Education Recreation n O ul �; 1'-3" 3'-1" 3'- 1" 1'-3" \T / T \T / T T MNshm Ea`ucAtivNal Tilfst ch T -. _ 01 TO SLAB T T 01 TO SLAB N 01 TO SLAB 01 TO SLAB — — _ 01 TO SLAB — T N 01 TO SLAB Muslim 100 -0.1100'-0" 1001-01, 1001-01, 100 -0 100'-0" LL MPLY O CLASS A ANSI 297.1 OR 11 OF CING AT GYMNASIUM SHLLO SMPLY C 16 CFR 1201. O CLASS A AV\ATH NOTE: NSI 297.1 OR CATEGORY 1ING AT GYMNASIUM111 OF CO SC 16 CFR 1201. O 23 O Educational 10"FRAME DEPTH(ASSUMED) 10"FRAME DEPTH(ASSUMED) 30 Trust 10330 SW Scholls Ferry RD 9t Ii-4 Tigard._ , OR 97223 ' � ^,_011 - 2'-8" 6'-8" 10 6'-8" 21_411 31.0OR 11 3'-41/2" 31-0" -40-2-_W 6-611 _ _ _ syr _ - - -I - i 10 9 a - M 9 10 11 9 10 11 9 10Ali _ - — - - _ ao ao h fV O Q 04 <O p 1 , , , N T ti N r T �• \T CO � \ T T T iv 01 TO SLAB _ 01 TO SLAB _ _ 01 TO SLAB N — — _ _ 01 TO SLAB N 01 TO SLAB 01 TO SLAB n 100'-91 10 100'-0" 0'-0" 100'-0" — — — -100'-01, 100'-0" NOTE:TEMPERED GLASS AT ROOM 121 O D _ 61-6-1 1-611 8'-8" 8'-311 C— 14'- 11/2" ' 12'-81/211 - EQ 61-0.0" EQ EQ EQ 6'-8" 2'-1" EQ EQ EQ EQ 31-0" EQ EQ EQ _ 31_4" OR 31_411 OL -16 IF 9 11 N CUSTOM 0 0 o - — - _ DOORS 1 b 1 0 / \ b ---- = o o o T T r - - - - -- -- - - �, T \ / 1 - _ li LA; 1 � 1 - 1 _ UT _ F 01 TO SLAB N _ _ _ N 01 TO SLAB 01 TO SLAB 01 TO SLAB — T 01 TO SLAB 01 TO SLAB 1001-01, 100 -0" 1001-011 -S 1001-01. 100'-0" 11 12 13 14 15 - 16 Curtainwall 4 -11 8'-8" 81`31 Schedule 9'-4" --- 3'-5 6'-8" 2'-1" 3'-0" 2'-0" 2'-8" 6'-8" • i ( I 9 10 11 _... _ bo co ZD Zg cn \ , N i h T / T N (V N 02 TO SLAB CV _ 02 TO SLAB „ 02 TO SLAB C1402 TO SLAB TIV 02 TO SLAB _ _ _ 02 TO SLAB — 113'-4" 113'-4" 113'-4"� — — — 113'-4" 113'-4" 113'-4" 22 f 14'-81/8" 13'-91/2" 5'-8" EQ EQ EQ EQ EQ EQ it EQ EQ 13--0" go 3'-0" -got6-0-- 5'- ,-0" 5'-2" L 3'-0" -- 3 -0'1 11 m 11 M # Date Description N Revisions March 7th,2011 o o o _ c7 Date . .y o o \ o \ o RED o T T h T Designed By CL JAN,TDG T T LL.i Drawn By T _ N - 02 TO SLAB ( N 02 TOTO SLAB- N - 02 TO SLAB N T - 02 TO SLAB N - T Oa TO SLAB T - N 02 TO SLAB JAN L 113 -4 113 -4' 113'-4" 113'-4" 113'-4" 113'-4" Checked By di —1 m U 24 25 26 27 28 29 16082 ui Project Number , 00 1 EXTERIOR CURTAINWALL SCHEDULE A,1 12 �12SCALE: 1/4"= 1'-0" Sheet Number 2 ii Copyright 2012C) W if this drawing is less than 30'x 42,it has been reduced.Scale accordingly. - - 01 21 41 8' - - C C - C C C C C C C C C C 0 GENERAL NOTE _ _ C = C C C C C C C C C C C C t- i C C t 1. ALL DIMENSIONS ARE TO FACE OF FRAME(FO STL,FO STUD, FO CMU,FO CONC)UNLESS NOTED OTHERWISE. C- C_- C r E f- C f " ,If f = ft 2. ROUTE ELEC IN CMU WALLS. RECESS OUTLETS AND SWITCHES IN CMU. v C C=C t =t 3. SEE A8.01 FOR BASEMENT WATERPROOFING DETAILS. Utak Architects Inc. - 17355 SW Boones Ferry Rd Lake Oswego, OR 97035 Phone 503.635.3618 KEYNOTE LEGEND Fax 503.635.5395 1 GYP BD WRAP COLUMN 2 GROUND FACE OF CMU MET 3 GYP BD ON RESILIENT CHANNEL OVER CMU 4 WOOD WALL PANELING 5 TEMPERED GLASS, SEE STOREFRONT/CURTAINWALL SCHEDULESCommunity 6 GYP BD ON 1 1/2"FURRING CHANNELS 7 ROLL TOP GYM DIVIDER - 8 GLAZED GROUND FACE OF CMUenter 9 LIGHTSHELF @ INTERIOR MOUNTED TO FRAME,SEE 1/A4.14 10 SUNSHADE MOUNTED TO EXTERIOR OF FRAME,SEE 1/A4.14 10330 SW Scholls Ferry RD 11 ALIGN HORIZ MULLION W/ADJ DOOR Tigard, OR 97223 J Outreach Edueatian Recreation Muslim EbucAtia»n1 Thist Muslim Educational Trust 10330 SW Scholls Ferry RD Tigard, OR 97223 22 1 1 2 A4.02 A4.01 21(M.1 A3.02 M.1)--" 10 ` 4 .. _ 21 U 2 2 '`�. 4� O A4.0 10 V FOUNDATION DRAINS, 3 / 4� TYP,SEE CIVIL 4 A5.01 UNDERSLAB DRAINAGE, `` / STORAGE/ A5.11 ~ TYP,SEE CIVIL A8.04 oa3 / Fo T 5 A4.01 - l/ i i �• 4 A4.01 up MAC s' tLti oGs / \�.. 002 / ` `` �' �' / ELE 001 / L : .a 3 0� �w PN�� ' .� 3 `� � � 002 110 / / a OF A4.01 tpfi U �0 ' �(,E�� A4.01 / `` "Veo ���5� / CORRIDOR / FEC ` : 001E 003 / �/�,,,� _ / Basement & 00�s / i M 004 �J ;, Dome ELEC00 21 /JANITOR 1 005 / 004 61. 10„ 1° A4.01 Clerestory 2 is / g ; A4.12 OPENING IN / 0 10 21 i Plans MOP ROOF BELOW Cs Q06 DATA SINK MECHANICAL 21 __ 006 / 4 \ EQUIPMENT, / 21 ° FO CONC 3 �\ u7 `- TYP ` M.2 M.2 ( � 007 / A4.15 co 008 21 SKYLIGHT, / �., 2 ` I , 2 A4.02 / 21 10 N A4.02 A4.01 SUMP PUMP, I FD AFD,SEE PLUMBING / A4.12 10F / I POOL EQUIP /STORAGE J F 007 1I FO CONC °. . I 3 MINARET •.-. / L L I -- - -- - - L- - - - - - - - - - U U _ z 9,-10„ 10 p A8.06 LL 281-4" O� # Date Description M Revisions N 1 2 A4.01 March 7th,2011 A4.02 A4.01 Date RED M Designed By a- JAN,TDG Drawn By JAN 1 DOME CLERES 1 oR 1 PLAN SEE A2.03 FOR ROOF PLAN NOTES AND DIMENSIONS 2 BAS E M ENT- FLOOR PLANU) Checked By �y A2.00SCALE: 1/8"= 1'-0" A2.00 SCALE: 1/8"= V-0" _ 16082 W Project Number co N IT NA2mOO 0' 4' 8' 16' fly Sheet Number W p Copyright 2012(C) if this drawing is less than 30"x 42,it has been reduced.Scale accordingly. cG 22 zG _ CC e 10 9 8 7 6 5 4 3 2 1 C C C C C ._C C C C C C C J 6'.Q„ 61'-9 7/8" - 130'-8" _ ` C C C CLC C C C C C C' o , „ 170 24'-11' 3 -7" 16'-5 9'-7" -0' 22 -5 5 -11 7PR,OP,ERTY 15'�0" 2T-0" 4'-0" 8'-8" '-8" 8'-8" -8" 8'-8" 3 -6 9 -4 4 -0" 9'-4 5' 4 9'-4' 4 -0" 1 9 -3" 5' 4 9 -4 4'-0 9 -4"ID C G Cp„ ` ` `C` C C C C C C 3'-4" 9 -6" 3'-4" 15'-8" G G CC " C Otak Architects LINE O - - O 2" O O 14' 0„ v U -I--U U U U O O BUILDING SETBACK LINE, / 1 4 2 p 1 _ 2 "- u_ U- SEE SITE PLAN Aa.02 FOR LI- ( A3.02 =I I LL O /4--� 3 3 ( (nG. ADDITIONAL INFORMATION 74? A4.02 4.12 A4.01 A4.13 A4.13 I I A4.02 I I A4.13 4.02I 17355 SW Boones Ferry Rd Lake Oswego, OR 97035 I Phone 503.635.3618 EXISTING Fax 503.635.5395 M. 1 ,,.•,� A3.02 I PUMP HOUSE FO GM(I I (TO REMAIN) - I STL COL 4 ao 11 SEE STRUC 11A WATER - 11A "' - - - -- - - - ._ - - - -- - - - - - - -- -- - - - - - �- - - - - _ - _ _ GAS --- - - - - - - - -- , - - - - - - - -eo-- DS __ DS , MET ¢ -METER - U - I FO CMU �zt DS cr° _ _ -I-- -- I - - p, , _ _ o o 3 Community 3 N 1 11 } 09E o - - - - - - - - - WH WH 2?r, 2 -' A8.05 I 11 STORAGE I STORAGE KITCHEN FLooR �, TY I bo ` - 116 OFD SINK' r I 20 119C -GDDS DS I FO CMU Center i ~�` Ds 22 (3)ADJ SHELVES, I . . 117 118 / r 28 - - 10330 SW Scholls Ferry RD ,I. MOUNT T-0"AFF,TYP I I _ I . 5 5 5 5 1 5 5 BUILTIN' Tigard, OR 97223 T-5 1Q -A '-2' 8 0 - \ ft 12"X12"GYP I ( I { 2 A6.15 2C I 3 - -----J I---------- J �- --------JIL ----- ---- ------- ---i i- -- -- --- CUBBIE$, SEE g ' ,< BD ALCOVE W/ r _ . _. 0 0 22A 2a 1 3 3 3 INT ELEVS,TYP _ r \ a - BUILTIN 20 FOLDING PANEL LI(IHTSHELF, o ACCESS DOOR I I.:.� i{ `' " "' oo FOLDING PANEL BOOKSHELVES I I 1 I PARTITION TY ' VO2FD - 4-6HIGH PARTITION A5.11 /$' 20FLOOR I As.15 LUNCHROOM COUNSELING/ADMIN LL CLASSRO M 1 LL CLASSROOM 2 CLASSROOM 3 LL CLASSROOM 4 LL CLASS OOM 5 A4o2 TOP-ROLL YM DIVIDER 116 WALL 11 � I SINK �--.- - II _ II _ 6 _ 119 121 122 123 124 0 125 12 A3.02 - ---- �--•.r /1P I A 2 �'4" 5'_ 2D 3/.,t,• 2 1 B I I 1 B o I( 2B I DS FOCMU Outreach l 4'. „ - 1 _ - "r 3 !� A "�V/ r I - JB N I C1� 5 I OCI�jV � � 117 118 / �•• `'� 1196 4� 3 I SII I I SII 20 12A N �dneation Recreation l �+ \. 0„ 1 A6.12 1C I 1! A6.12 1 C I TYP A6.12 C 7 8'.0" / "�,�` ,,O r'-� 3A A6.16 3C I � Muslim EbucA iofiAl Trost A4.01 CEILING MOUNTED ,,. 3 / A � 1,=J I „ SIM I „ „ - I ; _ BASKETBALL HOOP,T� P % +tr 6', `�, � 4 - 1 -7 1/2 - - 1 7 1/2 � 1 4 I - - _ 4 6,- / 18A ~ � 1�'!9 3 A� 3D 4,_6,F 1 1 D 6'-0" 6"-Q„ !4,_6„ 4�6„31 D 6'-a" 6'-0„ ( ,_6„ 4,_6„ '2 D 6,_ i I Muslim 1 TOP-ROLL GYM DIVIDER xo N -N ce c 9 •-- i a z4 s' _ ! Educational MEN - N �, of r, l - CO �, Ce) E CORRIDOR 15 I 1A - g Trust 2'-4" 120 1 - - A6.11 I 2 I , , --► 20 I A401 - _ (i 3 ,i, i�,i��' I , 10330 SW Scholls Ferry RD M ~ - t..---- -t--• J 2 _ / F M .------ I I jog I' ---_� i ' FO CMU Tigard, OR 97223 r / Q l 16 I � rlr j/ A5.11 j OR[ R STOP AGE 139E I �A �' I � ,� 46 DATA I 4 3 11 - • 136 134 I I I WALK-OFF I RR ------ ( I GRATE �J $ 1 I - C,,, _ �r ,,j� 11 � j I l L - � �, I A6.15 1 B 4 A6.15 C I A5.11 � 3B o I `' fp "' j OMEN �_ I / I I 136 I 13 132 m I I ;A4.12 �� 114 I / I CABINETS I I 6 3 20 3 A6.12 C i r i 24e 0� i f I 2 j ! I 3 I I (NIC) I l A5.01 GIRLS BOYS I I 3D r ' \ 1B fr // ' ' '�� I / I 3 133 132 I CORRIDOR D Ds j o N 139A LO NGE . I ADMIN PRINCIPAL WORKROOM O OR f �, r to A6.14 Jf` / ,DN` � ' 'j '! ` �`,�� 1 9 i 138 137 A6.16 135 i 127 KINDERGARTEN ;s \ ;' 4 1C /'-' MULTIPURPOSE / _ i ` 20CD-1I 128 Id 1 ELEV /' 12'-6 7/8" ' M.2 ` 4f1 13 �~ 1 D /' 109 STAIR 2 j ~` `` r� 20 T- 2Q LOCKERS(16) i A I r li o FO CMC/ A8.0 28 111 111 110 -- - - - / - I 9'-51/4" - --- 6.11 2B I I I I ' � 3 I 3 T 3 3 I I FO CMU A8.05 �� - _ 28e E ---- - - v 1 \` �\� \ .. / 'r` `�`` Up / ��� -------- ®� C 5 , - 31B STAIR 131A i / ----=- { cn 2 CMU PILASTER, •""` r' 131 ! :, 1�1 ' \ - SEE STRUCT `! ►.. 13 / - 12A 116 I 128A 129 w f COL _ _ - A4.13 - - - - - --- - 14 _ � _ _ - 1 - F A8.05 _ Ifni SIM a9 �� �` 1 i . `\ \` RETRACTlN 109A LOBBY ` .. ` � A4.01 fl�l� 5.12 --- UP I 130A BLEACHERS,T .. J s 100 STAIR 1 aaA r / Qs ___-41 STAIR LINE OF FLOOR /� c ��\ �r I ---�i I I RESTROOM ABOVE `° 112 u. \ ,�\��` \� 1 J e_ ,_ w „ ,_ „ b 12A I J 16 r � 1 1'-a" 1 4 , II 1 5 11112 1 4112 2'-1 I --_�I I 129E)Z", TYP I . R t` -fir _ 1 J o 8'-8 8'-8 3 - 11' 8 -8 8 -8' - - ? \ , N r---,I - „ „ „ SHOE RAC " 3 A6.16 1 A6.16 t �cty ev `' ---yi --- 1 I I A4.12 FD I -SEE-SEEA5.12 i � j / C1' 13 -11" 11'-01t2" 12'-1 112' 10 - " �, / v: 29B i I' 106G / --- I ` , -_- \ - - -� �Q, - - - - - - 13 �\�� 13 I ILL Ji i l US cv --- --_ A3.02 2 106 - 22 - -�.--- w~�.,"�=. --- ...--...� --- 1D -�..-�..- 14 ^off fU? � lj TE --�.- - 306 c° --- WALK-OFF GRA _ _ I 3 26 -Z3i XERCISE 6 .4„ , �� � , SCOL - - - " �' - = WALK-OFF 10 FO CMU - 4o I 106 1 - �4 5 ' �_\, =. - A3.02 �.�.r-._ 2 r I 3 O � ��'``�• �� A4.15 A3.a1 4 -� GRATE A5.11 - - - - UNISEX 22 _ 1 7 I UP I 3 107 0 109C r - I FEC AED fl �,_ Zo ^' ' i ! . - -�•-- N { co '- I PRESCHOOL i \ / 2 I I As.oS CORRIDOR �, 2'_3„ ,2 { N j • 4 f3z _ 108 22 1 ( ' � x.02 - 130 46 - I LC L4 FO CMU I --- I I STORAGE 106A 108 I A5.02 . - - -- - G I I I MUSEUM 00 ,' / w \ 1 �,, " I� ---a 105 I I io 1 r� 1 16 4 A6.12 C ! - I�--- ¢ ¢ I j� 'v. , rn 0o r I i N t m 11 S' # 1'lilduLlt li i ROOF DRAIN I 4D 2 o "! � • i I i i 4 I r--- ,�----� I � EX{STINGTREETOREMAIN OVERFLOW - r_______ i OUTLET ' `� 2 111 A5.02 I �_-_ iF----� I I � � I j FO CMU -� I MEN'S SHOWER WOMEN'S SHOWER I ;� " ; , - - I I I I I 104 m 103 M I F CMU --- ---- I I ua I �- ``. , . I ? 0 O LIGHT SHELF ABOVE, �DS '-0„ 1 DS �` �\ I STEEL COLUMN,T P I I I 11 SUNSHADE ABOVE,TYP N JT- _ „ ,,_- „ -"'- _L-- I I ENTRY CANOPY f i to 4 j 3 a First Floor 10 -a" - 18'-0" 4 7 4 3' 4 2 21 3112 2'-08 ip ,' - 0 i - 1 _ 3 29'-4" ��\ ABOVE �z ? A4.02 '%,A4.02/ Plan 0 8 \ 14 POOL (DECK A5.11 15 o I U 3 U I , I o 102A I - I I I I '� I` N ---- - _ -V _ ( 1 a-a, o ' 9'-7„ i 8'-s„ _s, u_ f - tC7 ` � I • P.2 - - -- \ DS 4 F I f - POOL sCID F 102B `t rl I! co -� Efl I ( I I 1 1 I I I 1 I A8A4 P.3 -- - - -- - - - - - - - - - - - - - � I • b� I cn ? - \ ` 26 27 8 12 7 17 2 g A8.03 A8.a3 I • A8.04 I A8A3 A$.03 �-O I A8.03 I I ( �'' \ N \ \ ` BELOW PA - - - - TYP - -TY P- TSF' YR- Q DS t ` 2 8 � - _ _ - - - - - - - - - - - - -- - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - I. r. P.5 �GOL - -- - - 1 - - - - - I DS 7 9;77M47 - �,' A8.02 FO CMU TREE DRIPLINE o S DS DS DS \� 22 2 SI U A8.03 A8.03 P 14 15 ,i ' r t� 14 I I 1 �r , 1TYP U - ILL - A4.11 A4.02 X4.01 s„ I I I I i a„ o - 3„ ,_1„ 1'-4" O '-41/2' am I gra 4 1/2' i 81 ----.911 --. g_ 9„_ 8'-9" 8'-9" 8' Iv -9" 8'-9" 8'-9" 8'-9" 8'-9" 91-7 1/2" Date Description c sIll 4ci 1 Revisions N I 92'-9„ March 7th,2011 Date ` Al 40 - 39 _38 37 36 35 34 33 32 31 30 RED o Designed By a , I JAN,TDG SHEET NOTES Drawn By . JAN L � 1. SEE A0.02 FOR SITE PLAN - U) Checked By �j 2. SEE A2.00 FOR GENERAL NOTES 16082 W - 3. SEE A1.11 FOR KEYNOTES Project Number Co 1 FIRST FLUOR PLAN ai A2.01 SCALE: 1/8"= 1'-Q" A2n0l Sheet Number N 1f / Copyright 20120 W If this drawing is less than 30'x 42,it has been reduced-Scale accordingly. 01 4' 8' 16' a CC C C C - C C = C r C 22 a C C O t 10 9 8 7 6 5 4 3 2 1 � f c c _ CCC 130'-8" 17. 22'-0" 23'-10„ 1 24'-11" 3'-7" 16'-5" 9-7" 2'-0" 22'-5" 5'-11., C c c c ` L s',0.. 4'-0" 8'-8" -8" 8'-8" '-8' 8'-8" 3'-6„ g,_4," ,_7„ 6"_8" 5'I-4" 9'-4" 4'-0" 9'-4" 5'I 4" 9'-4" 4'-0" 9'-4" ( _ _ �`£ ` f C C C C G �. o 0 0 0 0 -T 1" o o -T Otak Architects zo'. L L �I _ 2 o Imo , �, Inc. 1 4 2 1 1 A3A2 1 2 I p 4 1 3 3 I 17355 SW Boones Ferry Rd LL A4.02 A4.12 A4.01 ( A4.13 A4.13 ,-6„ A4.a2 A4.13 4.02 I Lake 0 nee 503 635.3618 1 ss „ Fax 503.635.5395 A3.02 4 2" I I M. 1 Fd I I I 1 CMCI 9'-4„ 3,_8„ „ ' 5 4 11 12A GREEN ROOF 20 17 21 - --- - A5.12 MET / SCUPPER A8.06 A8.06 I D5 DS I 1GOL + 14'-0" &DS -��� - � � _..�. - �- -- - 1 1 A Community :*: • ,. ,� O. O 2 / 17 sla- 12A 1A ~� A8.04N, / I I 13 Center / 2 O I o \ REFRIGERATOR'"' LUNCFROOM 20 /' I Ds I -COL 10330 SW Scholls Ferry RD f \ \ / - - N DS 04 CONDENSING A8 a6 3z, 1 9 / I g Tigard; OR 97223 2066 �.� . �„ / \ = UNITS- / 18 3 5 1 7775� 1 5 5 =;- N, 0 GUARDRAIL TYP .'" 1A - \ PROJECTION I I 20 / SCREEN 20 LIGHTSHELF, 20 FOLDING 20 11A \ t. _ I I Q 1 10 II 5 I TYP I PANEL 3 5 TOP-ROLL GYM : ; _ T r� I PARTITION cv DS W/SPLASH ;` -BEL W PROJECTOR I I - ---- --^ DIVIDER \ r.;. A402'° .� A4.02 - - , \ : BLOCK.... :.., zr _ $ B UL U M SCIENCE LA MEETIN WORKROOM U CLASSROOM 2 I I CLASSROOM 3 L CLASS 00 4 3 2� 11 1° 8 I I �� I 211 I 0 I 213 P I I 214 21 A3.02 I FOC�,j(J I \\ i : rJu- 1 "``'"��! / 2, 3/ " 21O •�. 212 o DS 7ir; iterreation 5 I I \ �'.;-w. O NI G O �?• ` I ' X03/4„ s/ 10x5 i I 36 1 16 2B II, 36 1 N 1 I ( I \ > 3 o' I I -, Musib," Ebuc4Nfia»al Trost . .\ 7 1 a A4.01 I BASKETBALL HOOP \\ l H N " 1 E / O \ �` I 3 13A A6.17 3C 1 A6.13 1 C 2 A6.13 2C ( 3 A6.13 3 \ 29 MET PR 3 3 I I 1 I 1 16 � Muslim 8 5 \ I 3D I 1 D 2D 1'-7 1/2" 3D 1 1'-4" i A8.03 I \ / TOP-ROLL GYM DIVIDER / I _ Educational A5.11 \ ! ,- 28 / 22A N / N N r i ip N N N N 3 22 / 206A 208 / 3 A1.11 3 \ - -- - - - - - - - - - - - FOS '-4" 3A _ 3 �GOL � Trust __ I I 20 - \ / 20 I LOCKERS L _ A4.01 I �` I \ / PRESIDENT I PROJECTION CORRIDOR ------ - - - - ---- {$) I 19 I A4.01 10330 SW Scholls Ferry RD SCREEN 6 -0" - A6.11 LOCKERS 3 ( iO Tigard, OR 97223 4 206 FE 209 N FEC (44) I 207 _ _ o \ i A5.12 / 3 MEN 209/ y/ "I N _ 20 v DATA 36 x COL , d I N r- 3 - CANOPY \\ / RR 205 / - / I 12"x12"GYP BD N RR 223 CLOSET UL CLASSROOM 5 1h BELOW 207 MECH SHAFT . ALCOVE W/ r m OPEN 1 / / ACCESS DOOR I 224 222 0) 20 Z17 46 r r ! TO-' f 205 / 21 2256 COMPUTER LAB I 221 i i 2 A3.01 2 l,` ,- 'BELOW _ A5.01 / LIBRARY I I 4 A6.13 C A4.12 1 \\ / ��� WOMEN 204 /0 2A I 226 I 225 I ao 204 /a 1 16 GIRLS BOYS CO `° -1 B ' 26A 2B BD ALCOVE W/ I 222 221 N 12"XI2"GYP4 A6.11 B 217 - - X20=0„-4D - DS a t° �� �.� Co ACCESS DOOR I 1A A6.17 1C 218 `n o 1 \\ MULTIPURPOSE / \\ I J O A6.17 A6.17 2C I 4C ORRIDOR / -� // A6.14 1 C / \ log / FOLDING P OTO 4 / I I ' PROJSCREECTION I 1 D 3 216 PARTITION ANEL ' M.2 .- \ / ELEV BELO 3 2D 1 I b 1D \ BASKETBALL / 3 I UL CLASSROOM 6 { O CMU r ''J \ HOOP / DN 110 \ / '- b 1 O O O I O -- --- LOCKER :C:"4 218 r / \ / FE (32) 1 r - 1 8 I - - CLCOL _ E V 4o 4 ' 2 LOBBY DF/ - - \ 200 � Ds � Ds STAIR 3 21 zo 1 I 23j • / 4 13 - g„ --_ - 116 ~ 231" I r 12 iv - \\ LO 22 t ' (COL 10 4 I I io \ r = A4.13 1 1 D -' - , - - r - �CO L o, in C' ------- --. \ ••,� \ /// 25 M A5.12 I _ UL CLASSROOM 7 II` r p OPEN TO - \ ,� `\ r 7 �r g IDS � 5B 219 , E �--SUNSHADE, a t'0 A4.12 I BELOW I 16_ \\ 10,_3 �`` t1 B'`► // / / O O I r i I TYP 1 11 I I - \ - 3/4„ �O�f BtrF �`' 10' 7 1/2„ 8,_8„ ,-4' 8'-8" 5'-4" 8'-8„ ' 4' 8'-8„ _ 1' 10'-p„I 00 5 A6.13 5C LIGHT SHELF, s �'.011 2" I DS 2a \ ° 1 ATO - LOCKER 20 1 8 2 I 163° \ '��� A6.16 A6.16 BELOW 3 GYP BD CANOPY 124 (16) L _J TYP Ar- \ 1C SOFFIT BELOW 1 N 219 5D - ip A8.07 I / \ A4.15 BELOW I I iv co 201 A 1 p/ 13 A4.01 I 220A DECK 12"X12"'GYP BD ALCOVE / \ I BENCH r ' 02 27 W/ACCESS DOOR / / FOS ,COL I ART STUDIO 118 I u' N 3 \ T-0" 32'-4„ - - L- __J ih LINE OF , - - 22O ROOF ABOVE o / 26 N A3.01 4 23 66 A3.02 M 20 3 14'-0 1/2" 11 bo zn I i O 12 �` .^. ` 2 6 A6.13 6C 2 --- A5.02 �---- -1 F CMU A4.02 I rn / 1/g.,t 12" N A4.02 I 6D 121 I (.COL FO I r UB co MULTIPURPOSE - o - - Fos I 201 `~ '' 0 °� 1 DECK - - - - -, STORAGE 2A \,. N N2208 1 ,_1," MECH SHAFT I 2O3 / 1 '*"--DECORATIVE , 5 (3)AD, 20 A6.14 / RD R ��METAL RATIVE o r iv A5.02 I I 11 SHELVES, ( MECH SHAFT 11 SCREENS ' MOUNT T- 2B ti 24A 3 FQ b I ( - 1- - - - -CLCOL OF - 0"AFF,TYP 3 N X00 � - H FO CMU { I 203 / FO CMU U _J P. 1 - \ 0 3" 3" *"HIGH 4,_5112' DECORATIVE Second Floor. 77-7- I 1 1 I 1 I 1 5'-3 1/ „ 14'-817/8" FO SSV© METAL SCREEN v �� r �� GUARDRAIL 4 48"HIGH WALL 3 22 2'-0' 1/2"/12'" Plan 0 14 1 -0" 16'-9 1/2" POOL {DECK) '' A4.02 @DECK A4.02 Noil 0 0 1 2A 3 A3.01 r, C, / LINE OF 1/8"/12"\ i I��, I 1 i I I r- r -� N SKYLIGHT ABbVE co _E] U, J POOL r - � o o ° 8'-8 -s' - - - - 10213 _ _ _ II I1 - - , u_ �� � _T �� -� -T �- I7T-I I- 10'-0" 9'-7" 24'-5„ ,OPEN r " � II II 4 15 -TO 11 I1 1/2"/12" BELO co 11 11 � _L J ANGLED bo I r I I 1 I I PORTION OF STIP \r\' I Y-COLUMN,SEE `� STRUC,TYP tV �i 1/2"/12" Zn CLCOL - 15 14 I 1 1 1 2 I A3.01 1 ( A4.11 I I 1 I ( A4.02 ( 1 ( ( A4.o1 .. LO 0 _ # Date Description 4 1/2' T-5 D Revisions N �'-41/2'L 8'-9" L 8'-9" L 8'-9" L 8'-9" L 8'-9" L 8'-9" L 8'-9" L 8'-9" 8'-9 9'-71/2" L U o ("�' March 7th,2011 r - 92'-91" O v Date 220'-5" ai RED 0 41 40 39 38 37 36 35 34 33 32 31 30 Designed By SHEET NOTES JAN,TDG a Drawn By 1. SEE A0.02 FOR SITE PLAN JAN r f� Checked By 2. SEE A2.00 FOR GENERAL NOTES v/ U 3. SEE A1.11 FOR KEYNOTES 16082 Project Number ' SECOND FLOOR PLAN o 1 A2.02 SCALE: 1/8"= 1'-0," A2v02' Sheet Number < UJN ff this drawing is eOthan 30'x 427,it has 0' 4' 8' 16' been reduced.Scale accordingly. r - - > - CC C C C C C C CC - - - C C C C C C C C C C 22 t _ C CG Er 10 9 8 7 6 5 - 4 3 2 1 CC C C -" C C _ - - C __, -C C CC L C C C 130'-8" .:.. _- r t CC Cl C C C C 22'-0" _ 23'-10" _ 24'-11" 3'-7" 16'-5,. � - g._7,. �- 22'-5" 5'-11" �C L �d or - c c CC CCc CC - Otak Architects Inc. A3.02 2 I i 4 I 3 3 I 17355 SW Boones Ferry Rd A4.02 A4.01 21 A4.13 ( I A4.13 I A4.02 ( A4.13 _ A4.02 I Lake Oswego, OR 97035 Phone 503.635.3618 1 I Fax 503.635.5395 ( I I M. - A3.02 / 13'-2 3/4" I V-5 1/2"- 4 /2"4 I SCUPPER 20 SCUPPER MET 37,,9. I &DS &DS I I I ( ■ Communit ... - _ _SCUPPER -- 9 _ Center A8 .06 ___ _ &DS I SCUP R �' 8'-8" &Ds / I I I I +29' .4" &Ds I 0° 10330 SW Scholls Ferry RD rs Tigard, OR 97223 +29'-4" 4g�,Q ROOF BELOW Z., 7'-4" 5'-2" _ 21 +29'-4" 5 +28' )0 -8"� I I I 5 M 91 4 \ A4.02 4 {3rr#reach / A8.04 �""`� 4'_p" _p" MECHANICAL d Educa#ion Recrea#ioQ / SCUPPER SCREEN w i~i. A3.02 5 +30'-0„ - ,� \ &DS WI j I I } 0- I I �© I SCUPPER } ` � SPLASH +28'-8" ~ cn SLOPE I &DS Muslim Ebuc.Nt#o»ml Trust DOM ��^ \BLOCK 1/4", F, Muslim 1 �---� STL A4.01 r OF DOMES MECHANICAL UNIT,SEE I �-WALK PAD I I +2 -4" Educational r' SEE `.� MECHANICAL STRUGT � RIDGE ( _ Trust 3 ` I - - - I - I ��oc - +29'_4" - - 3 10330 SW Schofls Ferry RD °�,� ``` I 8'-z" I F A4.01 Tigard, OR 97223 t ..� I zo �r o I +8'-2" A8.06 J MECHANICAL I k 9 114 UNIT,SEE CANOPY - I 0" 8'_ MECHANICAL , BELOW 2 / ti r ,! a s 2 A3.01 ih A4.12 29 Vv// I I T r ROG _ - �� r MECHANICAL 13 0 �l1 ( F ROOF ACCESS I SCUPPER <u ` UNIT,SEE A8.06 'Cl 17 HATCH &DS C'4 = MECHANICAL �C<` A8.11 0= ' 71/ �). c j r CRICKET, t o ELEVATOR 5'Xt1'SKYLIGHT, PROVIDE I �P��E I W +29'-4" r PENTHOUSEI t PROVIDE SLOPED SLOPE 1/8"/FT p € M.2 - CURB, 1/2-7FT MIN, I MIN,TYP _ R SUNSHADE, , o - TYP +29 -4" o CI TYP \` ,O„ 1 5'X5' - `„\ apy SKYLIGHT, - E ,.. TYP ' SCUPPE SCUPPER +30'-0" cn '\ &DS 4 &DS 4„ �� c �.. --- THROUGH / +30--o'. 1i A4.13 `\ RIDGE r r SLOPE - SLOPE I I `-MALL 1 ~\� ROOF 20, p" lJ 12'-0,. 1, 2., 1/4"/FT 114 J A4.01 A4.12 SLOPE 1 \ '-4" 1/4" FT ^ +30'-0.. I SCUPPER 3 MINARET `-- "' S'-1" i I ' &DS A8.07 mill N SCUPPER O� i! A3.02 2 &DS �� ------ -+-- / 3 +30'-0" I =[ `y 1711 3 +28'-8" CLEAR ACRYLIC J ROOF PANELS �' / A4.15 I 0 N 1 a �J +29'-4" ;. _ , N A8.06 `•, O= I i/ BUILDING LIGHT, 5,_PANEL c-`n +28'-8" 3 I YA2 A4.14 + _ I TYP BI 2 ROOF _ ' A4.02 i _ D "�C�� MECHANICAL 11 A4A2 - - - - - - - UNIT,SEE �``' ., `It ' BOG' MECHANICAL . +4'_2,. SCREEN / I SI ROOF ACCESS �, I ( ZDECKBEL07'� + I - - SCUPPERIVS LADDER �/ • • oR E ,CEt SPLASH =... _. BLOCK +28'- Q F 8" } o i'-... - - H -- i� METARATIVE Roo Plan I I 04 I I ? I 1 i " I I j CANOPY BELOW SCREEN 3'-6" 3'-4" 3'-2" 101- ' 8'-2" 1 SCUPPER I `" �r &DS W/ I N 1 I SPLASH 0 21'-4" _ ( e 41-311 BLOCK !' 3 A3.01 4 3 - A4.02 A4.02 + " «n CRICKET,TYP iL4 r I I � � 7 -11/2 -�12� CANOPY ROOF W/METAL SOFFIT BELOW I -- - - _- _ - - - _ - - -- ' b T-0 1/2' - 9'-9' � MEGH NICAL 19'- 1 3/4" 261-0" II � SCRE N 8 1/2" CLEAR ACRYLIC ROOF PANELS v 14 00 MECHANICAL. A8.06 r I I I I UNIT,SEE I MECHANICAL_ - _04 A8,06 - - - _ - I v TYP FOR 5'X11' E j I MECHANIGA SKYLIGHT CIO SCREEN II I I I I I I I I I I i INTERNAL G TTER &DOWNSPOUTS co I I I I 1 _ A3.01 1 2 # Date Description A4.02 A4.01 Revisions r N March 7th,2011 3'-2" '_4112' 8'-9" 8'-9" $'-9" 8'-9" 8'-9" 8'-9" 8'-9" 8'-9" 8'-9" 9'-71/2" '-11' Date _ 981-1011 RED hi Designed By 0 41 40 39 38 37 36 35 34 33 32 31 30 - CID - JAN,TDG LLI Drawn By JAN Checked By u 16082 Lu Project Number 00 le* 1 THIRD FLOOR PLAN A2.03 SCALE:-1/8"= V-0" A2mO3 m - � Sheet Number u. N copyright 2012© d UJ If this drawing is less than 30'x 42,it has (� been reduced.Scale accordingly. 0' 4' 8' 16' �. - - I I I � � J . I . . I . . - - - - - - - - - I I I I . I D � - �- C C C C C C C C C - .- ` . . � . � I . I �3- I-z C C C Z:C c r 1! - . I . I I � - C. C - C C C C � . I I � . I - - C C C , -_ I I � I - - - -C C C, C . . . I - - I - I z C r C C . .1 I . . I - I . . I I ' ' I . 0 1 1 - . - 1 41 40 39 38 37 36 35 34 33 32 - 31 30 . 8 . 7 6 1 5 4 3 2 1 z z: _Z C - 1: C I I I I . - ) C � C �_�_ : ,C , C . -1 I I I . I I I � ` I C C C - r C C C . - I I C- I �) C C� C -- I - . I C C - . I � C - � , � - � I :, � � - I C C C C C C C;C C C I . I I C I 11 I � I � I � �- , I . I I I - . I I - . - - - � I I I . FINIAL i I I I I I I I I I - I � I I I - I I I -,_C C C-_ �C C C:C C C C, C � METAL ROOF , I- - � -- C I- - C C C C I I I � � �- c - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---To CAO(Mli�ARE� . -- - - - - - - - - - - - -_ - -_ - .L - - I . I . . � , - - r - ,_ - - )� � I I - C G__C C I i �� :150'-O" I . C C �- I . - I I � � - � I I i , I - - - I - - - -I I I 1 4 3 __� I . Otak Architects __4 ,.-t- . -I - - - -I . I MINARET -1 - 1 1 , 2 ' I 1-11 I 1 /4 3 1 - t I - i , I - I - 1 ,��I I I . A4.1 1 1 1 A4.02 I , I A4.01 I ,_ill. A4.13 I I A4. 4 1 A4.02 I Inc. - ; - " I I I I -1 EXTERIO I A4.02 I I - - - - - - - - � ___ � - - - I.- - - - - - - - - - - - - �3 - - - - - - - - - - BRICK B - TO STL(MINAR . - : , -1, - - i - - - . - - - - . - . ___i___ � ­_!_ � , d, I - . 144' 17355 SW Boones Ferry Rd . �.,2 DOME STANDING S M METAL ROOF k, . WALL CLADDING I , � . - . - -11 I I I I k � . . I - Lake Oswego, OR 97035 - b- kl__ I - - I I I I - -I , � I - . I . . ACCENT BRICK B-2 I MAI\UFACTURE STONE , Phone 503.635.3618 i E I I L-������'ll""I'll��l�����,�,�'ll",��,��,��l���I r MECHANICAL UNIT I I � . I EXTERIOR WALL I I I - I I i LL � . _,.,--_­.-r7'/i7,--­ l..... . EXTERIOR WA CLADDING . . TRANSLUCENT WALL ,i L I , � -1--1- I �- `1'�,,_//, J I I 1 ­ &DS,TYP I CLADDING 1, . ax 503.635.5395 � i. I I - - .�,� , �" , � ,� \ \ \ "I ', I I I I I I I I BUILDING SIGNAGE I /F - I I I I I c 1, .1 . ACCENT BRICK B-2 EXTERIOR WALL PANEL W/STEEL FRAME � � " I I I . , -, I �t I _� _�_ I / / : , I" Z� ,_ -, , . . li<5 " ,� I 1, 1, , VERIFY FINIAL CLADDING @ TOP(6)COURSES ��;­;---,---�,-_ - I ./ � I I � I " MECHANICA - BRICK B-1 EXTERIOR WALL SKYLIGT,TYP BUILDING LIGHT, I RATI L SCREEN - . 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CURTAINWALL WINDOW,TYP I . I I �, I . . 1 1/4"-1/2"TOLERANCE REQ'D BETWEEN TO I I I I I I - - I I I DOOR&BO SCREEN . � - . I . I I . . ri,**� EAST ELEVATION - - � - . � - I I � � . 'N�L_0�2 SCALE: 1/8"= V-0" - . . I I � I- . -I - I I I �. I I I . - I I , � I ' I . I I I . o � . . - - I . - - I I � I - . I � - . P.1 P.3 - PA P.5 1 22 . - I . . . . I . . I . I. I -METAL ROOF ( ) - �_ . . - I � � I I — — / — — — — — — — — — — — - — ------7— — ___LO CAP JMINARE"', � I - TO CA (MINARET) A,\ � FINIAL - - - - � . - , I I . . I . ,�-1 /-COLORED I � . - ­ T � . 3 - __ - GLASS - 2 1 ;: - . I � T_ J � I ''" . t ; I . . 11 MINARET I -i i - I - i ; I A4.01 I . It , A4.02 I � A4.12 ; 1� . . I - = -� �­ -d I � I I I 1 � _1 10-1 _4 1 1 __ � TO STL(MINARET) I � - 'A TO STL(MINARET 1� �0_ - — - — - — - — - - I & — - - - — - — - � I - LO 11 � ; . DOME h_�_ - - 144'-2 i I 1 1 1 0) , " I � �, T_ , I 11 i i �, I .� . I � I A -z TRANSLUCENT I __� _4 �_, I . . � - I - � I � i I ! i 11 I I I I - . TOPOFDOME I I � ,X, I ­[±', WALL PANEL W/ I � I z . I I L__ �- -, . . It ', . . � STEEL FRAME I I - I I I I I ( 11 � 11111111IIIII.......� N� I � , I I � � � I... '''11 111!N11,71-11''... - I -r- -:,-�-,,/ I I \'IN�-� - �� , ,_ :��: � I .1 i . . -4 -- , \,, --, - , , - I ­ 1. I I i . I ,,;�, -.�_, � �\ I _:� __ 1, I / \", , , N, - 11'. � t I I I I I . � . ACCENT BRICK B-2 I � ! "/ ,� 1, \ ,\\ 1.-1, - I " 71,\41���,��ll��,��Iii�,,��,,�����"Il��lI N � � il I H. - __t__F_'11 _ , . I =T_ - I -111101001!-11 11 / -­ �� - I ­�, - I , I 111� - - -�' , ! \ ­�­��_ ,� I . � , ­:,;�, i I , , �, ,� , t - . - I/ -,.�-. -- ��­� - ACCENT BRICK B-2 �_5<�,�, , """/ � � \ \ IN, 11\ I 1_" I MECHANICAL /—BRICK B-1 I �,�� . �1 � 11/ / 1 -11711- � I 'I'll - __�- 1 �I� \I I , �"I ", "', I, �,_� -1 - - -1 __ . I I �, , I , ; 1 1 i \ 1\ It, , I I TO STL DOMEL . , . .1 " .. , _1� --T-.,'- / \ \ \ �' I - . �X 4ff 1 SCREEN I - 1_� - ,�/ / 11/I/,' � " i 11 i , �I // BRICK B-1, SEE I,,'- - / 4 i � ",I'll, \ , - __ I I - "- � " i — - - - �.- � - — - - - __ — - — - - - __ - — - — - - _L _�q I . - - � ___�_- - STUDOME) OIL � - [ I ; - / " i H -1 � ! ;;; I ­� 4-L 133'-10 1/2 5/A3.01 FOR PATTERN- -.-- -L-L- - 133'- 10 1/2" \-v I I i i : I : � _;MR7 i , : ii . �-r I--T-_ I : : � : : I I . - � i . : i - I 1 it : 1 1 1 - 1 'I : t � 1 1 1 ; ! : 1 11 I _U�_ � I I I I ! 1 i I 1 __ I -- --T- - ; � . � f � - - I - - � . - , - � � I I - I I I W i 1 1 1 1 1 ; III-11- I I— _1� , I I-1�.�I z,� __1 . - - ,� __ I � 11 i-.1-1 - I I - , I I I i i i i I � . __q - - ___1 I ,_ �­-�V,��_�'-�_- - � J - +-1-- ii," 1H 11 i ! t : i � ��] I I I I I - . . 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BRICK B-1,SEE 5/A3.01 . � � MANUFACTURED STONE EXTERIOR ,--MANUFACTURED STONE EXTERIOR , 1 16082 �_ W . � - I I � FOR PATTERN I FOR PATTERN - , WALL CLADDING W/ACCENT BRICK .I I WALL CLADDING W/ACCENT BRICK - �_ Project Number - 2 I I � ACCENT BRICK B-2 B-3 BASE . B-3 BASE I - � I I . 0 - I I . I I � I . _� P � I I - Co I I I � . e.0 4 p - I K�'5 ARTIAL NORTH ELEVATION 2 A - C� � ARTIAL EAST ELEVATION '_ , . . 3n02 6 SCALE 1/8"= V-0" I . I I SEE 3/A3.02 FOR TYP NOTES&DTLS � - �A3.02/ SCALE: 1/8"= V-0" I ( . M I- A3.02 . . . - . - . . 11_� - . � I � 0� Sheet Number I , � , I I I I I I . __ . � 17 1 Copyright 20120 Q , - . - I I UJI T T T T T T T 7 TIA\- di 'T <q IF I <( r, <(;) y < T (-'k� _____ - I "i r �" I i �4 - . , �"" , ­ - I I J I , ,�� _...V - I � � , I I I � 11 - _� � I � I I I I 11 I 11 I == I r - � � I 1. I I I I I 0 . I . I . . . . . I If this drawing is less than 30*x 42',it has . . / I � . I been reduced.Scale accordingly. . 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Muslim oOTOSL� - Educational -1 E I SUMP PIT,SEE STRUCT& — I I �I I _— —I Trust PLUMBING — �— Iii — (� 10330 SW Scholls Ferry RD Tigard, OR 97223 1 BUILDING SECTION A4.01 SCALE: 118"= l'-O"_ P.5 PA P.3 P.2 P. 1 _ — — — — — — — — — — — -- — TO CAI�IJMINAR, ET� 2 3 5 - A4.02 A4.01 A4.02 TO STL(Iii ETTT� 144'-2' 1 MECHANICAL SCREEN — — TO STL(DOME 133'- 10 1/2" 6 STL � — 3 — — — _ -- rte' F a — — TO T+ x-' -.,•. r. 1261_8„ r _ A4.11 6 - 11 { —-1-—• I +20'-11 1 �117 .� TO DECK POOL '1 , 1\ i — — a 121'-2„ - - \ LOBBY .. _ MULTIPURPOSE �,\� 7 \` -\ ,: ?' <<�� L ' �' ZUU - PRESIDENT DECORATIVE METAL :L �, � i ` J �" 3 201 \ ` 206 GUARDRAIL Ii -4 L Lam- t ,' :� —2 TO SLAB + 0 POQL DECK r > �, - r: �< <, �I , , � �� ; �� � ;� _.ECFV - : , ,,� � i. . , - t -,110 , .- _ I I - -- - \ : �1/UOMEN�` MEN - KITCHE N I = `�, . �, a 6 L -r MUSEUM \ LOBBY` F114 Y=115 ;:. 118 r 1 -- a T � : 101 �` 00 i I _ _ r r' - S' txt,� Gtl1 L� fl t } g 1 . ` Is� ., r ,� — fir- r \ , r i i. ._. c4� r J', 01 TO SLAB 100 -0 =1 I I . 1 I .=I ! 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MULTIPURPOSE RED � ' >< , , a - - 'h".sTv' DfaWn B t> / \ CORRIDOR \ / I , - Y `MEN ` I-� •: i T i i z _2r a JAN 120 115 __ ; �,- � : , : L \ / H1 R \ / / / \ � _T Checked B , �_� _ r 01 TO SLAB -- 109-01, 16082 I Project Number — __ - 1 II =1 —I - I _I I I 11= I 1 — i 111 �- y _� =1 I i I 11 I II — I 1 I I =1 i — I — I 1=� _� 1— I I ll I , 11 , I . : I � I -.-� I11 11 I I ! I III I _ � II II 11 11 =11 —I I-_.._� I —III— � 1 = 1I 1 —III----iii-—-Ili I � iii------iii—iii iii—i00 ii— I u_ 3 BUILDING SECTION OC SheetNumbe' SCALE: 1/8"=1'-0" 01 4' 8' 16• W ' ! Ir this 2012 C0 t Q 1 W is drawing is fess than 30'x 42",it has been reduced.Scale accordingly- 0 P.5 PA P.3 P.2 P.1 B C — — — — — — — — — — — — — TO CAP(MINARET) 150'-p,. 2 3 C C:- G I I I A4.02 A4.01 G I = - r` — — — — — — — — TO STL(MINARE_ TLS 144'=2" i - Ota k Architects F E D C B A- - I I I I MECHANICAL UNIT, Inc. 17355 SW Boones Ferry Rd SEE MECHANICAL 2 3 5 Lake Oswego, OR 97035 A4.14 Phone 5Q3.635.3618 ' - MECHANICAL I I A4.01 ( A4.02 I I SCREEN - — — — — TO STL Dom MELS _ i33'-101/2" - Fax 503.635.5395 6 6 •---------� - I I _ TO STL 1— - _T, _ _ TO STL 1 { - -8 - - 126 - _ _ MET _ 126' � � ---�� _ : Wool MISSIONCommune I I I 1 1 -1 1 1 t I I 1 \. , \ t y \ ; . .\,. \ ,- c TO DECK POOL - - - - I I ter--- " r, t ,, \.,',.\t � ��-: �``�Ll�� T 121 -2" \ \ ! CORRIDOR ORRIDOR UL CLASSROOM 2 ------ _:.._ _,_...- MULTIPURPOSE .--..: • . \ � , � ,,_. . ..,,. -r�--' ,:., , ,r. I Y , � . , 1 � I 216 : ,. , I . _ _ ; ,: ,: 209 __213._- : � _ t O \ \ \ \ 0 \ \ 1 \ 10 0 W c II F : -r-- _ _ _ _ : . . \, \ � ..,� � ._ � _ �. _ _-: 33 S S ho s Ferry RD , - - -. _ - - r 1.. 1 . 1 I } ,\ 1 \ 1 . Tigard, R 7 � , \ t\ . � ,. _,. :: : �• Y : � a O 9 223 \ _ F, I - : 02 TO SLAB _ _ _ x ,:-,..-.,_ 02 TO SLAB € i 113'-4" - _ 113 4 \ l t r r 4.11 L _ _..:...:. . .:.. _ \ POOL MU U OSE - i � _ 102 B i SIM r _ \ ! , , ..............:.....: ..._: .__.. , Outreach OMEN S SHOWERCORRIDOR .. :_,._ :. - ...... .::.: - . _ \ \ � , � \ __..._.._ \ \ � � ti - : ,. { :. , } �l � � , : ; 1-. ..�;..�.�-63'x,-_.,.�.-,;',�_sk.. a I _ .. r ' - , - - ,: . ._:.._� ..__. .__�_., _.___. .-. _. __. ._-_---_--_.. � ._ , ��_ _ S CORR OR E ORRID r 1 Q3 108 \ \�\ 1 . -r _,.. C OR LL CLASSROOM 3 / \ \ O ., _ �.- _ _ < Educadan Recre$tion \ , \ - \ \ _ , j 3, r - -,-�- 127 , „ 1 ;i _, \� _ __ �, t ` \�, � \ � � , � \ l , T T.. I .. � __ �_ _,. I \ �+,tusl�m �� Cdtfc�ti 1 Tr�+- li M I:Ya1Tos B _ . .. 100 , a1 TO B - - — �— ,— i -- - iI Muslim I : I , II !=� 1-.__I I—III— _ -f��— III=1 IIIII—III=III Il � III—III=III=III II I I I — � � _ � � � �--� , � � � r � � � � � � � �--, � � � � � � ► , ; � � ; � �; I I=I 11=1 I=I 11=1 =A = _ = I Vd 11=1 I I=1 11=1 I IE 1 I 1=111—111=I 11=1 I I.-=1 11-=1 11`1 I I- I I I M I I 1 1 I 1=1 11=1 I I 11 1 I 1 l 11-1 I ISI I I: Educational I-111 III _ 11 II II 1I1 I -III—1 I I=1a�li� i 1=1 11=1 111 I I—I 11-1 I I----I 11- --III--III—IIIIIIIII—III-1111 l 1-1 I I—I 11-1 I II ( I—III—III— 1=1 I I=1 11=1 11=f 11=1 ! 1=III--I 11=1 11=1 11=1 ! 1= Trust 10330 SW Schoifs Ferry RD Tigard, OR 97223 1 BUILDING SECTIONK**4� BUILDING SECTION - _ A4.a2 SCALE: 1/8"= 1'-0" A4.02 SCALE: 1/8"= 1'-0" r 41 40 39 38 37 36 35 34 33 32 31 30 9 — I— — I — --I— — — — — — — — — — — — — — — TO CA�MINARET • 150'-0" _ 1 2 A4,02 A4,01 TO STL(MINAR— ETZ� H - O F E D C B A A4.15 v 3 /5--), I I I I I I I I I I A4.01 A4A2 MECHANICAL TO STLJDOME I I I I UNIT,SEE - - — — — — 133'- 10 1/2 — MECHANICAL t 6 T- T � TO ST 1 1 Ir - I T� DEC _ RT STUDIO UL CLASSROO� 7 UL C�ASSROOM 6 UL CLASSROOM 5 ORRIDOR,.., ULC SLA SRO OM 4. ;.._. DEC MULTIPURPOSE ` — - - - t.,:. - 4, ; I - — 20B dD 112017 21 17 2 ; 2 09 202 Aa.14 1 a e.. f � r 3- --r- :S- _,- r. 02 TO SLAB ' B 42 TO SLA � `I r , 1 I \ - t i - - J. cm K -- -- - . PR CHOOL , � \ ;, - __-- _ � ___ ._ ;; ; ,� �._ �x.„ ;RESTROOM �._� _:,� : KINDERGARTEN, f CORRID R � LL CLASSROOM 5 EXERCISE CORRIDOR � \ ,, MUSEUM , : LOBBY r:;=: . - -, -- - --• - „ 1 130 , : ; 129 128:: .. 120 ._ 126 - I 0 3 - ._ '...100 i x - k . n `� M _ 01 TO SN I -._ __.- L .,:,_ _, _ L.„-_ _..___._ .. - . .. .,, r ,....., , t �.,__��:,L�__ 01 TO SLAB Building - - 1001” - 4 00' 0„ =iii=i ► � . �, = 11= I I 1 = = l 1� I-1 1= = 1= ! 1— l ^1 � 1= 1= �� • I—! = — — �— !T � r— Sections � I— . 111-I 11-I 1 X1 , 1-11 I I I-1 1= 1 I- i 1- 1=111.-111-111-I 11-i 1_;.111- 1 POOH $QUIP STORAGE I� 1 I II 1=1 1=11 I;111-1 I 11 -111—I 1A O I—I 1 I_ 111-111__111—III 11 I 00 TO SSB ' =1 1111 AhI ; 1 111 I 11111111 =1 : 11 � 1 901-0 EE 2 BUILDING SECTIONr3s*� BUILDING SECTION A4.02 SCALE: 1/8"= 1'-0" A4.02 SCALE: 1/8"= 1'-a" 1 2 3 4 5 6 7 8 9 10 3 4 2 A4.02 A4.02 ROOF ACCESS HATCH MECH UNIT, A4.01 I I I I SEE MECH,TYP / - 6 6 I TLS - TO S i t - Yi _ I UL CLASSROOM 4 UL CLASSROOM 3 UL CLASSROOM 2 WORKROOM MEETING SCIENCE LAB " LaucT: . \ / —T1 LSEE n 215 214 I 213 212 211 MECH: 4 . c : -H-THIJ3 ,_ L —' # Date Description I I : �-T I I _ 02 TO SLAB Revisions J ITN TO CONIC 113'-4" N 1 r LIGHT FIXTURE, : _ _ March 7th,2011 .- -r SEE ELEC,TYP Date I r' = ci I I I lll�000000000 RED a LL CLASSROOM 5 LL CLASSROOM 4 LL CLASSROOM 3 LL CLASSROOM 2 LL CLASSROOM 1 COUNSELING/ADMIN LUNCHROOM >} KITCHEN Designed By 126 . 125 124 123 122 '' 121 119 �' 118 JAN,TDG € / / �1_. i Drawn By , FIX 01T00 - B Checked =I°I I—I I i—III—III-111_! 11 _1 ' I C1 1 i 1 - 1 i�fi 1 I I I I—I ! I—I 11_1 11_ 1 C I_-1 r I_ *_1 I_I 11-111—I 1 1_111_ 11-111-1 I_111_I 1 I_� 111 _11 -111—I 11 U) eckedBy , m 16082 v Lu Project Number N O CS9 A4m-O2 N Sheet Number 5 BUILDING SECTION - W Copyright 20120 if this drawing is Less than 30'x 42,it has AGI,.a2 SCALE: 1/8!'= 1-0" � been reduced.Scale accordingly. Q' 4' 8' 16' 0 C CC Otak Architects Inc. 17355 SW Boones Ferry Rd Lake Oswego, OR 97035 Phone 503.635.3618 Fax 503.635.5395 MET Community Center 10330 SW Scholls Ferry RD Tigard, OR 97223 Outreach Education Recreation Muslim Ebucmfonrl Tnist Muslim Educational - _Trust 10330 SW Scholls Ferry RD Tigard, OR 97223 30 P.5 P.5 P.5 P.4 MTL PANEL SOFFIT OVER _ 2'-4" 10" LIGHT-GUAGE STL STUD I 14 ( DOWNSPOUTCONCEALED UTTER& ' ' FRAMING A8.03 6 14 4 6 A8.03 A8.03 6 SIM r +— _ TO DEC SPOOL _ — LLL TO DECK(POOL — TO DECK CP _ TO DECKIPOOL 121'-2 I 121 -2 1219-?2" "? 121 -2 I �: 1 I F141 4 I - DECORATIVE METAL SCREEN DOWNSPOUT GALV STEEL SCREEN 15 SUPPORT FRAME, PNT _. •i .• - � I I i � I11 GALV STL Y-COLUMN, PNT ,• � I I 3 CENT WALL PANEL I A8.03 SYSTEM .1< U•,f:i" Glti f SIM l CLEAR RESIN ROOF PANELS ( J I I TO CMU —(3)HSS 3X2X1/4 W/CLEAR _ PANEL SPANNING 2'-6" «------- MAX - - - � I O l C8 CHANNEL TYP _.__ _ 1 -- AROUND OE�INGCIRcuLAR I I POOL DECK . I I (DECK) POOL (DECK' I I I ) : I I 102A N 14 Imo,..---- TRANSLUCENT WALL BEYOND Wall Sections 102A 1 I POOL (DECK) Izo 102A " LIGHT FIXTURE,SEE ELEC I I ( 26 A8.02 METAL ENTRY CANOPY I CUT CMU A8.02 28 FI A8.03 1 I COLUMN I I - I WRAPAF 3 I N f d POOL (DECK) N A8.03 I I N 1 — --- - - ---- -- ...._. --- 02A -� � I ! ''�"" HOLLOW METAL DOORFRAME 26 I TO CMU I I I A8.03 _ — ____. . - MANUFACTURED STONE VENEER I 14 `r EXPOSED GROUND FACE CMU F_ BEYOND 00 A8.04 ` d ( POOL EDGE/COPING,SEE POOL DRAWINGS I A8.04 I I; 27 — • I � A8.05 _ 1 I 1 1 I 1 ` I A8.04 01 TO SLAB I I 01 TO SLAB _ 01 TO SLAB _ _ 01 TO SLAB SLOPE SIM I I _° 100'-0" I a 100'-0" SJ a - 100'-0" ;• 'a. • - d` 1001-0.. • � �' - a•_ a. � .fes d• • .. :a` I- 1 ! 4"PERFORATED PIPE FOUNDATION DRAIN&DRAIN —I II I ► ILII- �---� I -I d III11, — ° �i —f 1_ - I _ a, �n i—' � - - ( —I I i—I • , - I I - � - �'° .e, •, ROCK,WRAP W/NON-WOVEN d FILTER FABRIC,TYP # Date Description I _ 1 =1 I II 11.�....I�Ii_.._, I _ LID 1=1 I I I 11=1 1-1 I=111= 1 ISI I Ell —1 I I _III —I 11-1 I =1 I I—! I I� ! =1 11=11 I_I I II I I I I—I 11—I I I 1 I I I I IH 111 11 11 I 1—I I I_I I ___1 I 11 I I III I I I-1 . 1=1 _ {= -' I I I I S I-1 11 I ISI �'1—III—I I - I_ III-11 i I I—III _ I I III I I I— March 7th,2011 IIII I I I-1111 11—IIII I ISI 11= —I!II IiiIII—I I ! I ! I ! s I I ! —E i I � i ii { i i If i s �■ Date r —I I I---I I I II ( I--I 11 1 CU REQ o Designed By o , a M JAN,TDG LLI Drawn By JAN l L Checked By N 16082 W Project Number 4 WALL SECTION AT POOL SOUTH WALL 3 WALL SECTION POOL WEST WALL 2 WALL SECTION POOL 1 WALL SECTION AT L EXIT C 00 T M.11 SCALE: 1/2"= V-0" SEE 1/A4.11 FOR TYP NOTES&DETAILS A4.11 SCALE: 1/2"=V-0" SEE 1/A4.11 FOR TYP NOTES&DETAILS A4.11 SCALE: 1/2"=V-0" SEE 11A4.11 FOR TYP NOTES&DETAILS A4.11 SCALE: 1/2-= V-0". A4m 11 rrt. Ll a Sheet Number U y - W If this drawing is less than 30"x 42*,it has Copyright 20120 01 1, 2, 4, been reduced.Scale accordingly. 0 - ; Otak Architects Inc. 17355 SW Boones Ferry Rd Lake Oswego, OR 97035 Phone 503.635.3618 Fax 503.635.5395 ` MET . Community center 10330 SW Scholls Ferry RD Tigard, OR 97223 Outreach Education Recreation - (M.2 22 22 Muslim Educational 10 Trust 15 A8.04 •------� A8.04 15 10330 SW Scholis Ferry RD — A8A4 — Tigard, OR 97223 f I I I 1s A8.06 - 6 13 A8.06 137 co SIM =r A8.061 ih CV N _ _ I TO STL TO STL TOTL 126'-8" — — — 126'-8'� 1_2V_-8., t9 11 ® 13 ! I 19 DUCT,SEE MECHANICAL RETRACTABLE GYM DIVIDER(WALL I— PROTECTION) 1 PROJECTION SCREENA_ _L t �— — METAL SOFFIT i — — — TO DECKjPOO�� 121'-2" g - A5.11 L—L_.__�-........�_ 15 ' 05 71 CURTAINWALL WINDOW 71 DECORATIVE SCREEN ! i - MOUNTED TO i CURTAINWALL SYSTEM ° WINDOW SHADE &FASCIA CURTAINWALL SYSTEM I I 15> :A : A8.04 — S' OkJ� u111 0 o — — -� ., ` 23 ____._ ��. ! � � I _ 8 DAR 02 TO SLAB '# t� T . _�_ TO CONC t ` T Wall Sections MULTIPURPOSE MULTIPURPOSE i MULTIPURPOSE 20 0 ! A8.p5 i 16 T I o A8.05 —— o — II ---------------- WATER N -- - 117A WALL&FOOTING i SHOWN(CUT)AT ANGLE IF 11 I 13 t } T A8.04 A$.p4 ; 28 2 A8.05 ` I �, SIM I 1 TT _ 01 TO SLAB 1 01 TO SLAB 01 TO SLAB 01 TO SLAB �, –� — OU 01° . { s _ _ s ° _ 1 -0 _ 1 p0 -p a: _ - : a 10p p ',„a. 100 _ T ' _e 17 I ! I 1-2 _ 4„PERFORATED PIPE I_ ! �- # Date Description t• ,' I ! ! —t I I I I—I —I ! I •--•• 4. - ':d l —III ..A-•�-� a —I ' ° • D FOUNDATION DRAIN& RAIN M _ -;" � - - �•'! •�'+ } — - ,a' •� I^^...^...� I 1-1 f I _ - � I I f— !-1 Y9-•- - �n i 4• _ - -4 " —I ROCK,WRAP W/NON-WOVEN Revisions _ ___ __ _ _ `- ( f FILTER FABRIC �- N —III—I!I—� . —, ! ! I !—) 1—I I —1 I—I —t f I —` I—) ! ! —! —! —! —� I— —� --I I — '_ March 7th,2011 — - - - I III—ISI I tl �—� ► �—i ! ii � i I ,_—� I ► � � �=iiiri ►�i E—� � �_� II _III III=III IIIIITIIIII�I 11Tf fl TiflT l Till— fCfTIT fITfIT fI—I f—► ff�IlTff Tflf- I6I ,T III ,T ITI T, III ,TG II;III 7_1 _ Date m 4"PERFORATED 4"PERFORATED — RED a PIPE FOUNDATION PIPE FOUNDATION 4"PERFORATED o DRAIN&DRAIN DRAIN&DRAIN PIPE FOUNDATION Designed By CL ROCK,WRAP W/ ROCK,WRAP W/ DRAIN&DRAIN - JAN,TDG NON-WOVEN NON-WOVEN ROCK,WRAP W/ FILTER FABRIC FILTER FABRIC NON-WOVEN FILTER FABRIC Drawn By JAN n� U) Checked By _ c - (D ca 16082 1 WALL SECTION GYM CURTAINWALL 2 SECTION AT NORTH WALL 3 WALL SECTION AT MIRHAB 4 BALL SECTION -AT STO�GT 1- Project Number o A4.12 SCALE: 1/2"= V-0" A4.12 SCALE: 1/2"= 1'-0" A4.12 SCALE: 1/2"= V-0" A4.12 SCALE: 1/2"= 1'-0" 12 Sheet NumbeA4r Q W If this drawing is less than 30'x 42,it has Copyright 2012© t - 0, 1, 2' 4' n been reduced.Scale accordingly. 0 C C C C Otak Architects - Inc: 17355 SW Boones Ferry Rd _ Lake Oswego, OR 97035 Phone 503.635.3618 Fax 503.635.5395 MET Community • _ _ Center- 10330 SW Scholls Ferry RD Tigard, OR 97223 - r1► t Outreaeie Education t2ecreatian - A E J� uslim f—bucAtiom.1 T�.tst Muslim - Educational Trust 10330 SW Scholls Ferry RD Tigard, OR 97223 15 15 - I I I A8.04 A8.04 15 15 _ A8.04 _.�1 A8.04 •— __ 6 ! ! SIM 1 11 13 13 SCUPPER&DS,TYP ' ( t A8.06 6 A8.06 13 6 13 7z 6 r . A8.06 ;� o A$.06 tV TO STL OL _ TOIT :J STL _ TAST 126'-8" — 126'-8" — 1 '8" - i EXPOSTED METAL DECK, PAINT ; 4 OPEN WEB STEEL JOIST,PAINT 10 r A8.05 _ SEE STRUCT 4A8.0510 1 A8.05 - " _ t MECHANICAL DUCT, ` — RECESSED WINDOW SHADE SEE MECH RECESSED WINDOW SHADE WINDOW SHADE W/FASCIA 2'-5 7/9' - r TYP J .._..._... -_---_:_--------- ---- LIGHT SHELF ATTACHED . 'j/ '•, i i II TO CURTAIN,WALL ---- UL CLASSROOM 3 LIBRARY SCIENCE LAB 7 ( 214 226 1I ' . � r I 210 A8.05 _ WINDOW SHADE W/FASCIA 3 2 -- ,h DOWNSPOUT BEYOND t k J" OLD ,CA COVER PLATE . �.: �_- 3 SEM3yy 02 TO SLAB — — Y –' 02 TO SLAB — — 02 TO SLAB _ — x_02 TO SLAB 13a — — — — — 113'-4" 113'-4 11T-4 _ 113 -47. ' HSS CURTAINWALL Wall Sections BRACE, PAINT SEE STRUCT 14 11 A8.04 -• 4 I A8.05 HSS R-30 SPRAY FOAM INSULATION RECESSED WINDOW SHADE � RECESSED WINDOW SHADE @UNDERSIDE OF STEEL DECK LIGHT SHELF ATTACHED OVER UNCONDITIONED SPACE TO CURTAIN WALL LIGHT FIXTURE, SEE ELEC _ METAL PANEL SOFFIT `2' 5 3/4" TYP.. . LUNCHROOM COUNSELING)ADMIN LL CLASSROOM 4 ADMIN 119 121 V 125 138 2 WINDOW SHADE W/FASCIA 1 A8.05 2 71K7 2 i A8,05 11 11 A$.04 1A8.04 11 TYP 1 ( 1 1 ' 01 TO SLAB _ AB 01 TO SLAB f .04 01 TO STAB - 01 TO SLAB _ — 1 _0„ — — d Tool" 100'_�„ t9 00' yr ' I _ I i i I I I i -I i I=I I -I !� I I `^` ;j• I—. _ 00 # Date Description MLID - !— I _ • _,w �*. _ •m♦ ,♦`d I -!—_ I I- -I I—I (—) —I (—I I—I (—I (—_ - ,�- ! i ! .', �i � .46 —I ! I—! I !-—�! !- —! I I—� ! I— �• .d i ( I—! ! I—I ., I I I I •. d : � ,. "'�" - I I I Revisions — I—! 0 _ .. _ ; _ _ I— _ _ : � I I I March 7th,2011 — � t— + ! , Date + T. +„f + I = T +! ! T !T I , f RED a 4"PERFORATED 4"PERFORATED 4"PERFORATED 4"PERFORATED Designed By a PIPE FOUNDATION PIPE FOUNDATION PIPE FOUNDATION PIPE FOUNDATION FL DRAIN&DRAIN DRAIN&DRAIN DRAIN&DRAIN DRAIN&DRAIN � JAN,TDG ROCK,WRAP W/ ROCK,WRAP W/ ROCK,WRAP W/ ROCK,WRAP W/ NON-WOVEN FILTER - NON-WOVEN FILTER NON-WOVEN FILTER NON-WOVEN FILTER Drawn By FABRIC FABRIC FABRIC - FABRIC JAN L n Checked By U - � 16082 Project Number N 1 WALL SECTION 2 WALT SECTION SCIENCE LAB 3 WALL SECTION AT CLASSROOM 4 BALL SECTION LIBRARY A4.13 SCALE: 1/2"= V-0" A4.13 SCALE: 1/2"= 1'-0" A4.13 SCALE: 1/2"= V-0" �_lSCALE: 1/2"= V-0" A4 ■ 13 ..........0,00 - , Sheet Number iZ Q Copyright 20120 W If this drawing is less than 30'x 42,it has 01 1' 21' 4' been reduced.Scale accordingly. 0 Otak Architects 17355 SW Boone§ Ferry Rd Lake Oswego, OR 97035 Phone 503.635.3618 Fax 503.635.5395 , SET i Community - � - Center 10330 SW Scholls Ferry RD Tigard, OR 97223 Outreach HEducation Recreation Mushm E5vicAtjotmf Tars# - - - Muslim - Educational 10 Trust As.o4 10330 SW Scholls Ferry RD •-- Tigard, OR 97223 10 1 15 t , A8.04 SIM 6 f 1 3 b• 13 _ - 6 SIM SIMN A8A6 -.. -m 1 1 � . . . . . . . . . . . . . . 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(10)TREADS @ 23 — I 126'-8" — ' TO STL 17355 SW BOones Ferry Rd TO ST" 23 11"EA 126 s" Lake Oswego, OR 97035 ` I Phone 50 .635.3618 i Fax. 503.635.5395 r . .,., lo ^5 A5.01 00 ` / \�\ \� \� V.�'\�i`\``'`�, \\3 1,� \l �i, \\ t\\ MET _J 7, \ LOBBY tom ` ifl ifl TYP OPEN �'\\' ` \� \\t`�\`\` �`,`\ \ \\ t '� ,, ; ` �\`' ���`�, ; LOBBY On'ln'lunit TO 200�� ,.� \;��` ` \\\, ;\�������\� ,��,�\` , �`; rN `\BELOW � �- ti`\ `� \ ,' t \ \ ,� '\` 1• ;V \ 200 \ 48"HIGH \ GUARDRAIL WALL \. _ V`\� 10330 SW Scholls Ferry RD 4 W�0 y\ ,- `�v A, , �V 1 1/2"DIA WD HANDRAIL i Tigard, OR 97223 a Q - ELEV \ ,\ \' \\` \� \,0`��. yill r } 1 [r in 11 pLU �` \ 02 TO SLAB 02 TO SLAB — 02 TO SLAB m _ Q �� �`1\`��' l `,1`,`� ,''�����\,i' ;.,�\ 113'-4—� 113'-4" 113'-4"� A4.01 o?w i CL LOBBY oa `�'@ ��`,1�\ \\ \ \ `\l\ M - --�- [) treach 4 200 1� \ 1 Education Recreation 22 200 SMOKE .. .. 6'-1 1/8" M K CURTAIN 5'-3 1/2" RO 2 RECESSED IN CEILING, „ - ELEV , TYP 6'-11 8'-6" ! 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C Otak Architects - Inc. 17355 SW Boones Ferry Rd Lake Oswego, OR 97035 Phone 503.635.3618 Fax 503.635.5395 MET BOYS 22 I 221 Community Center A5.02 10330 SW Scholls Ferry RD 216 STAIR 3 CORRIDOR Tigard, OR 97223 co 231 216 13 `° LID 48"HIGH 24 GUARDRAIL ul_ r — — — F DECK ( �V D 16 202 j - Outreach A8.06 _ Education Recreation DS w A4,02 Muslim Ebuc.AtiomAl Thist , FO SLAB@ Muslim A8.06 12A N DN STAIR w 17 WRAP STONE _s,�.._ Educational VENEER EA , Trust A8.05 SIDE OF �. � +� W - EXTERIOR CMU r WALL M 10330 SW Scholls Ferry RD 60 o Tigard, OR 97223 or UJ i 19 [EIA 1 � r A � 00 0 - ih STORAGE o LO I I , .2'-97/$" - ' P. 1 OF 13 10 3/4"- 4'- /4"4'-0 5/8" 4'-0 5/8" I 14 ( 22 9,_0„ POOL (DECK) 101-01, 00 102A 331$" 4'-0" 2' 4'-9„ „ It or -9" I 3 3 A4.14 A5.02 41 40 39 - r_%� STAIR' 3 PLAN SECOND FLOOR 5 STAIR PLAN SECOND FLOOR �_02 -SCALE: 1/4"=1'-0" A�_02SCALE: 1/4!'=1'-0" _ ULU 1A F E 3 C A4.14 SIM A4.02 �ry�+ 5 MECH SCREEN BEYOND ------ 6 1 I 6 I A5.02 _ _-W= I Stair Plans & 11 B 2 BOYS I ___-.----- _._____ _-- _.__-_.._---_--_- 132 I === -- _�_—_ — Sections I I — + TO STL �i7?m777T77 T _ _TO STL 126'-8" -- 131A I 131B CV - STAIR 3 S CORRIDOR 13 — — I 131 127 I I 20 2 4. ` I • E - - } T 4 = t = 4 zo EXERCISE nn F TO DECK(POOL ' TO DECK _—p — — , 7- } — _ - 1 UP — -Mir121'-2" UP --•._. 21 -2 r-_ I i -----�i I :: I STAIR 3 A4.02 - T A I —TO SCREEN(POOL) +t = 48"HIGH GUARDRAIL 1�6 r--- i 48"HIGH PAINTE * _ " DS[ �---------�I - I -- I 231 STEEL GUARD F ' @ 119'-6„ IL r I I LANDING -------- 20 I I 8.06 �, � LIGHT FIXTURE _- q -------- METAL DECK W/ w EXPOSED BM, GALV, PAINT,SEE STRUCT Ir � T J CONC TOPPING SLAB, 1 1/2"DIA HANDRAIL;TYP - -------- 181$ _ SEE STRUCT +r + F--------EI . 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KEYNOTE LEGEND _ V-8" V-91/4" V-8" BENCH 7 5 ` - - - - - - - 1 GYP BD WRAP COLUMN J 2 GROUND FACE OF CMU 3 GYP BD ON RESILIENT CHANNEL OVER GM'J ` 4"CURB ' 4 WOOD WALL PANELING E ! _- I I 5 TEMPERED GLASS, SEE STOREFRONT/CURTAINWALL SCHEDULES ' 6 GYP BD ON 1 1/2"FURRING CHANNELS Otak Architects � s 7 ROLL TOP GYM DIVIDER SLOPE '--_ - I SLOPE ; . 01 TO SLAB (� -'�� - DRINKING 8 GLAZED GROUND FACE OF CMU Inc. < - ...__-.I r y .a 100 0 I FOUNTAIN 9 LIGHTSHELF @INTERIOR MOUNTED TO FRAME,SEE 1/A4.14 17 55 SW Boanes Ferry Rd r. •d S• a .-r • : a a j a, F FRAM EE 1JA4 14 • I � I 10 SUNSHADE MOUNTED TO EXTERIOR O E,s Lake Oswego, OR 97035 co • I ( 11 ALIGN HORIZ MULLION WJADJ DOOR -Phone 503.635.3618 �; .` • := ; • = - - - - [) Fax 503.635.5395 �' •' ' a .. , ; n a ; •> :.. .- . 4 -VAPOR BARRIER „ E CORRIDOR - - 3 5/8 STUD a WALL, GYP ONE -- f o SIDE ------------ DATA. 20 20 FEC o MET BO DECK = .: i - ._ STORAGE 134 - EQ -----€Q- , -- 4 77 Community 133 iINO;�l 132A M 5 ADJ SHELVES TILE- I L NO-1 ` I ;' I iCenter 1 W U D U SECTION �, - - - 21 /,- 2A 10330 SW Scholls Ferry RD , f Tigard, OR 97223 -- m -- 3D A5.11 SCALE: 1"= 1'-0" 46 l F- � - � 21 � - _ • 4 A6.01 C o I r ( 3C A6.01 q f KITCHEN " 4D j N `�1-- 36 ' 24 _6 z 1 1 8 outreach 5'-3112"' 4'-3314"_ _ ; I \ t - Education Recreation ' , ' qFD FDf� BOYS 1 -7 1t2" - 1 1t2 2 -6" 2 -6" 31-101 14 ty 22 GIRL�..� M 133 ` 132 � 1•:ilfsii;b+-� fbucAtio»,Al Thist, 20 0Fj 56' = 5^0" 26 z Muslim _ 2 3'-0„C LO / 3'.O"CLR Educational MEN % MSN N ! MIN0-1 `o 0 2R o 115- ~�� - - ' � o - 00 - a - Trust ' ztl I \!\ f 20 yrs 9 :.T I I I \ 10330 SW cholls Ferry RD M.1 -1- - - _ - Tigard, OR 97223 �:, y. 'rq I w E -1 D A6.01 1 g - JLZ \ 6-1 STAIR 3 , 00 I H_ J 2" EQ EQ Q EQ EQ EQ ~ I ( 11 B 2 131 `f L_ _ - - I 10'-0.. 10'-0" or c% -81/ 5'-03/4" 3'-1" 2'-5' 2'-5" 2'-5" 81/ -' - - - 22 20 4 ENLARGED FLOOR PLAN ------ -CORRIDOR A5.11 SCALE: 1/4"= 1'4' - s, 1113 , '-01/2" 3'-1��` 3'- WOMEN 1 I A5.11 w I 1i ,� /37_� C� - FCC} _ _ I A4.02 ° _ r , ` 2C__ I I 2 1 d 13 2B -A6.01 2D II I ` ` "I 20 181 A4.01 MECH SHAFT - 30 / ,-TO ROOF 2A �. 5'-8 1t8" 10'-6" � , CUSTOM PANEL, 2'-19' 2 -10' 6" I� ___ =______ _'-IWi KINDERGARTEN1.1'- 0 SEE INTERIOR � wINGs � � MULTIPURPOSE 22A 2'-6" 2'-6" r I b I A8.06 109 - I STAIR 1 - o o ` - 5'-3" 112 F 13 J \\ �= 5B 2 ENLARGED FLOOR PLAN 5 A6.01 C w° A5.11 SCALE: 1/4"= V-0° PRESCHOOL RESTROOM M 130 129 D D 21 ' Cum MULTIPURPOSE / 1i u; ,OR t.3% M.2 36 s'_6„ 109 29B r ' •. a aOF A6.02 -- 3C � I o II ( 20 TYP _ UNISEX 8.4.. 3D � Enlarged 107 / I I I I 7 ENLARGED FLOOR PLAN . A4.02 1'-6" 2'- 10" 2'-8" 5'-8 1/8" 145.11 SCALE: 1/4"= 1'-0" Plans \� or vie 8'-3" - - EXERCISE 12'-31/2" ��6'�4" 21 ,, 109 A6.14 3q � \ _ 36 J h, J 21 CORRIDOR~ 2 108 2 22 A4.02 J F- - - ae-1 1'-7" 5'-2112" t. _ _ 5'-2112„ 1'_7" RF-1 TILES "I _ I u") 26 106A I"I Q1 26 FSLIDING DOOR 5 ENLARGED FLOOR PLAN ' I "' I 108 A5.11 SCALE: 1/4"= V-0" I N21 J I ( J H 1 � - -. lllllll _ D W o 20 20 r i6T w Ch w I I J o f I I Ir' STORAGE /� _ ih 105 4 0 4' 0 IF�I� - _ _ _ _J1 _._J / R R - ih r /- 136 . 4a FD E CORRIDOR 23 13 _ . I - FD 04 20 A8.05 r - - 1 - r 3'-,2 5,- '�// �` 3'-1 h/�2" I I I 3'- Y1l2" �. '-2" 12Q 1 a, 60' L �iu11N 3G"C ( $ i « I 36"0`LR M1 69' IN ' -�p11g 4 1A4.01 00 R J / j C D 21 `- FD 1E A6A2 5 N n I t FDS ° TYP \I \ _ 2E A6.02 2F / 32} 12"x18' LINO-1 11,.1 -4 LOCKERS A6A2% - �°° N 136 20 c� Mo - - u) WORKROOM 62° r Co (5)12"x18"DOUBLE 20 - - - LCCKERS 1A WOMEN'S SHOWER 7B I\ ; 135 # Date Description `r' r22]1 G A6.02 1 HI I INMEN'S SHOWER I 103 I I ~R D A6.02 1 g D A6.02 2 Revisions `" 104 7 A6.03 C 20 R r � March 7th,2011 2C 1 I' �FD Date �r 1 C R °•' 6'- 1 1/2" 1 -5 1/ " 1' 0 3 4" I 1' p 5 A4A2 '-5" 6'-0 1/2" 7D �� RED o '-91/ ' 3'-4„ 3'_4" ,_811 " 6'-61/2" Designed By a 26 - JAN,TDG Drawn By 38 37 36 35 34 JAN 51-2" 5'- 10 1/2" Checked By U _ - 16082 W Project Number 3 ENLARGED FLOOR PLANK6 '%� ENLARGED FLOOR PLAN 8 ENLARGED FLOOR PRAM A5.11 SCALE: 1/4"= V-0" A5.11 SCALE: 1/4"= 1'-0" A5.11 SCALE: 1/4"= V A5wl iu Sheet Number Q v t ' ' Copyright 20120 W tf this drawing is less than 30"x 42",it has /ti been reduced.Scale accordingly- 10- Q' 2' 4' g' . 0 C,.: - 7 - Otak Architects Inc. 10'-2 1/2" 7'-'3" 7'-3° 17355 SW Boones Ferry Rd 31/2" M Lake Oswego, OR 97035 Phone 503.635.3618 30 I ` 20 2':9., 12`-4 1/2" Fax 503.635.5395 30" 3A NINKING FOUNTAIN al 4'-7" I I A6.11 CORRIDOR ;� , f I f o Ce) 209 20 N LOBBY Y 18 20 I I Z FEC 1 FEC E CORRIDOR DOR L� — — — —p,. MET I . — _3B— — _ _ — — — — — — D 120 D a ! A8 _ _ Communit CINI ? 00 z ~ ADJUST ABLE i RECEPTION DESK v _ LV O _ MECHANICAL iv '0 l/4„ ( ./ _ _ DATA 21 21 7 �H-.LYI Cz - - - ,� F ` — 223 SHAFT- \ iv I 1398 FEC AED RR. C�� 7 / — — — I 21 140 Center I , 4 f .224 CLOSET �. 1 STORAGE ,� 10330 SW Scholls Ferry RD 5.1 ? _ —� — — —� ------ SHELVES _ / 14O DRINKING / - .- i� !` IW�� a "' ;a FOUNTAIN 20 I I% i FD _. f4_71 °' CORRIDOR J—— — — — 2 r Tigard, OR 97223 221A N 113 os A4.02 `'� / L" ` o LINO-1 ! N 26 TELE-4 ` I L NO-1 C I �E- 6A<S;6( A6.16 f � 66 — _ 2 I `A6.03_ C 7'_2" '. — - Outreach / (_ r _ _I zo F Recreation 1B 2 11 2D I r 51- ADMIN � Education >ft reat;on 138 MUSEUM N J I (/10 MAILBOX uslit" Ebuc.diotiA T1"bis# \ J N —'4,,l A6.03 1C .— 101 N _ 1B '` i/ _ 3 'aro - *FD ®`FD ° i �� S I 1 1 1 - 5 0 5/8' TYP 3B _ A6.17 � GIRLS � '- BOYS 139A LOUNGE I Ed��C�tlOnal 0 222 70- Kai 221 139 4A .- KITCHEN T A6.15 3C Trust st ih - 1 D ;-- `\ 4D I\! I �--- EQUIPMENT 0 COMPUTER LAB j 56 _ i A6.14 A6.14 g !° 4 `, M VENT SHAFT 3p T26 igard, OR 97223'0 SW Scholls Ferry RD 225 3' 0".'CLR f _ ! 3'-0"CLR �, FIRE ALARM MANUAL C _J MIN ! I MIN` PULL STATION I 0 22 nt l I k r rCiD - - E - E MECH SHAFT, POOL (DECK) 3 SEE MECH 102A 12 11 B 22 Q o MECH LOUVEIL f 10'-U. 101-0.. _. 32 3 A4 01 3O 1 ENLARGED FLOOR PLAN 2 ENLARGED FLOOR PLANr3%%� ENLARGED FLOOR PLAN A5.12 SCALE: 1/4"=V-0" \A5.1 2 SCALE: 1/4"= 1'4' A5.12 SCALE: 1/4!'=1'-0" - - 21 10 g _402'-.7 1/2" 6'-0" 2 A4.13 ' FO CMU EI'�3" gtt3 AR 0s 29 { o 0 F —Ji — i_ L— A8.05 5A _ 21 i MET PR f 1 r to 208- A6.17 r B � � - - � Enlarged '-4„ 5'-8" rn F Plans 5G 2,_8„ m Q �\ N N I. 56 1 - . _ B 0 to � 206A MEN - 0 5 A6.12 C A6.11 CORRIDOR 23 0 4C A6.17 q 205 209 rn I ° 5D 3'H RECESS "o r FOR 2'X 3' 3C r 4B SAFE,VERIFY 21 20 -1 17 ;O C? DIMS Wi T _ T 91 + _ SCIENCE LAB F MEETING r PRESIDENT OVMER I 210 211 206 TI LUNCHROOM , 6a N I i I 119 U FD 3B M ce) I, u' I— t j— R1f� ° la COUNTERTOP WI 5B 20 f i TILE LINO-1 3A A6.03 3C{° ° i CABINETS ABOVE BELOW 20 — 1205 RE-USE EXISTING TABLE o 5 A6.03 5C I I � ! i — —3D I 01 - W/SINK&GAS OUTLET l 0 N L ?v ! 204 0 5D 18 r bo s l TILE LINO-1 { - O RR r .,SLR ( I l 46 207 zo m \ FD ! 25 ` 0 0 —J- — —-r — — — — ~` 14 A6.03 C o 20 / \ WOMEN . N 23 204 N r co 5'-3" 1'- 10" cin _ # Date Description or or N o CORRIDOR KEYNOTE LEGEND Q Revisions March 7th,2011 r � 14'-9 3J4" 1 -2 z 209 20 1 GYP BD WRAP COLUMN Date N _ J r 4 24'-6" 7 _ v or A5.01 A5.01 2 GROUND FACE OF CMU m 3 GYP BD ON RESILIENT CHANNEL OVER CMU RED O 4 WOOD WALL PANELING Designed By �° 5 TEMPERED GLASS,SEE STOREFRONT/CURTAINWALL SCHEDULES JAN,TDG 6 GYP BD ON 1 1/2"FURRING CHANNELS 7 ROLL TOP GYM DIVIDER Drawn By 8 GLAZED GROUND FACE OF CMU JAN (***4 ENLARGED FLOOR P�1_/1N 5 N LARG D F�OO R PLAN 9 LIGHTSHSUNSHADE @INTERIOR MOUNTED TO FRAME,SEE 11A4.14 /1 Checked By 10 SUNSHADE MOUNTED TO EXTERIOR OF FRAME,SEE 1/A4.14 V j O SCALE: 1/4".= 1"-0" SCALE: 1/4"= 1'-0" 11 ALIGN HORIZ MULLION W/ADJ DOOR 16082 w A5.12 A5.12 , Project Number cfl r A5m12 fySheet Number ii Q J 1 Copyright 20120 If this drawing is less than 30"x 42",it has been reduced.Scale accordingly. 0f 2• 4' 8, -- -- - - - - SOAP DISPENSER,TYP SEAT COVER DISPENSER,TYP 0 181,x TIONS GENERAL NOTES TYP 36"MIRROR, DASHED FOILET R CLARITY Cc 1. SEE INTERIOR DESIGN PACKAGE FOR ADDITIONAL FINISH INFORMATION _ 3'-1" 3` 1" 5'-01/2" AND DETAILS. 30"CLR 68"CLR MIN,TYP - MIN�TYP 6" HAND DRYER,TYP I -- -- — — — — DIAPER ND DRYER,TYP ( \ \ 3'-61/8" SEAT COVER „ \ \ DISPENSER,TYP 2 -a HANGING Otak Architects - 1'1;-2 5/ ' - I� STATION I RAB BAR , o 'Inc. TOILET PAPER GRAB BAR — — — 17355 SW Boones Ferry Rd SOAP Lake Oswego,FOOT DRYER FOOT DRYER V I DISPENSER,TYP NAND-SPRAY DISPENSER,TYP gQ, OR 97035 BIDET ° Phone 503.635.3618 / SINGLE LAV,TYP Fax 503.635.5395 STD WC,TYP WUDU WUDU _ SINGLE LAV,TYP 1 STD WC,TYP INSULATE HAND-SPRAY BIDET,TYP TOILET PAPER EXPOSED PIPES, MET INSULATE EXPOSED A5.11 DISPENSER,TYP TYP PIPES,TYP 1A HAND DRYER,TYP 1B _1C 1 D _ CommunityMEN - 115 �_o SCALE: 1/4"= T-0" SEE ENLARGED PLANS FOR ADDITIONAL DIMS, SEE 6/A6.01 FOR MOUNTING HEIGHTS Center 18"x 36"MIRROR,TYP 10330 SW Schoils Ferry RD AND DRYER,TYP SOAP DISPENSER,TYP _ - Tigard, OR 97223 SEAT COVER TOILET PARTITIONS DISPENSER,TYP DASHED FOR CE CLARITY 5'-0 1/2„ 3'-1„ CL 3'-1,. 1/2" HAND DRYER,TYP = _ _ _ — T GRAB BAR / Outreach _ -2 3/ DIAPER �I 3,-61/8', Edncatfon C2ecrea#ioa STATION HANGING GRABBAR (L GE Musli EbucAtf,l l Trust �[ 1'-6 9' 1 -6 . \ — — — i — — ( 4 Q Q � \ Muslim — HAND-SPRAY BIDET //7 Educational If A STD WC,TYP TOILET PAPER 1'-6" TOILET PAPER Trust DISPENSER,TYP DISPENSER,TYP 1 WUDU �7 TOILET PAPER WUDU FOOT DRYER,TYP VSINGLE LAV,TYP INSULATE EXPOSED DISPENSER,TYP STD WC,TYP SANITARY NAPKIN 11 r 10330 SW SCholls Ferry RD PIPES,TYP DISPOSAL,TYP Tigard, OR 97223 2B 2A 2C 2D 2 WOMEN - 114 _ A6.01 SCALE: 1/4"= 1'-0" SEE ENLARGED PLANS FOR ADDITIONAL DIMS, SEE 6/A6.01 FOR MOUNTING HEIGHTS 18"X 36"MIRROR, TYP AND DRYER,TYP TOILET PARTITIONS DASHED FOR CLARITY SEAT COVER SOAP DISPENSER,TYP DISPENSER,TYP 5'-01/2" 3'-1" _ 18"X 36"MIRROR, - -- 4'-9.. �2,_0„ T TYP , I+ GRAB BAR SOAP I I I I DISPENSER,TYP / J [ — — — — TOILET PAPER — — — II DISPENSER,TYP I I / SINGLE LAV,TYP / o HAND-SPRAY BIDET — �,� I U / INSULATE EXPOSED PIPES, TYP — L__ CHILDREN'S WC, CHILDREN'S WC, TYP TYPCL SINGLE LAV,TYP 3A 3B TOILET PAPER 3C INSULATE EXPOSED 3D DISPENSER,TYP PIPES,TYP rT� BOYS - 132 A6.01 SCALE: 1/4"=V-0" SOAP SEE ENLARGED PLANS FOR ADDITIONAL DIMS,SEE 6/A6.01 FOR MOUNTING HEIGHTS DISPENSER,TYP 18"X 36"MIRROR, TOILET PARTITIONS DASHED FOR CLARITY TYP TOILET PARTITIONS DASHED SEAT COVER TOILET FOR CLARITY DISPENSER,TYP PARTITIONS DASHED FOR 3'- 5'-0 1/2" CLARITY A� — — —s - � z'-z„� — — — �- - 18”X 36"MIRROR, / e " ( TYP I F y� \ i t2tAJ ULU I I I} T-GRAB BAR �l SOAP DAR u I DISPENSER,TYP I I GRAB BAR — ( `. SINGLE.LAV,TYP I I — — SANITARY NAPKIN SANITARY NAPKIN — — — / I F { l [ — DISPOSAL,TYP rs ---� °�+ yI \ DISPOSAL,TYP / o INSULATE — EXPOSED PIPE, — TYP TOILET PAPER CHILDREN'S WC, Interior DISPENSER,TYP TYP 1'-6' SINGLE LAV,TYP 3'-6" TOILET PAPER SEAT COVER CHILDREN'S WC, DISPENSER,TYP Elevations 4A 4B COVED BASE TILE 4C DISPENSER,TYP TYP 4D HAND-SPRAY BIDET rT GIRLS - 133 A6.O1 SCALE: 1/4"= V-0" SEE ENLARGED PLANS OR ADDITIONAL DIMS,SEE 6/A6.01 FOR MOUNTING HEIGHTS TOILET PARTITION TOILET PARTITION TOILET PARTITION DASHED OR TOILET PARTITION DASHED FOR DASHED FOR CLARITY DASHED FOR CLARITY CLARITY CLARITY — — — — TOILENPAPER P TODDLER WC--\ !I I TOILET PAPER II I TODDLER WC /--DISPENSER,TYP SINGLE LAV,TYP SINGLE LAV,TYP­\ I I) - INSULATE + I - INSULATE — — — — — N t — N EXPOSED PIPES, — �+ — — — — -� ' — iv EXPOSED — — TYP +- - PIPES,TYP SINGLE LAV,TYP TODDLER WC HAND-SPRAY BIDET __:_•,TOILET PAPER TODDLER WC DISPENSER,TYP INSULATE \____� HAND-SPRAY BIDET TOILET PAPER SINGLE LAV,TYP _ 5A 5B EXPOSED PIPES, DISPENSER,TYP 5D INSULATE TYP 5C EXPOSED PIPES, TYP 5 RESTROOM - 129 �_o SCALE: 1/4"= V-0" SEE ENLARGED PLANS FOR ADDITIONAL DIMS, SEE 6/A6.01 FOR MOUNTING HEIGHTS 54"M I N �a 42"MIN __ 2..M _ Lu v 39"-41" ,' # Date Description ooM U') 11< Revisions N It N 36"MIN I _ _z March 7th,2011 - Date NOTE: 17"HT AT z GRAB BAR o MIN ( CHILDREN'S WC, 14"HT 2 DASHED d } RED u_ — — — — — — — — - Lu AT TODDLERS'WC ❑ ❑ i O NOTES: — — — ~ Designed B — — — — — — - — J 0 NOTES: _ 0 NOTES: O¢ NOTES: _ — ——— ` NOTE:TOE S Y o — — — — - — — — — — — — J as cOn Z O CENTER BNV _ = Z ❑ `� l CLEARANCE - xd cn O O l O MIRRORS �- - O ` REQ' @ACC , JAN,TDG HT FOR CLEAR w CENTER ABOVE* , , F cn CENTER ABOVE O C - o - o i t _ w IF in „ _ o a u_m I i STALLS ONLY t I co W FORWARD REACH v z WC I I z t_1 v m z LAV O 36 MAX IN v F NOTE:28 HT IN �r NOTE:28 HT m O Drawn By cn rs I I < d- Z ACCESS 1 t Z m z t�! c=======�_Ly W w ll 3l AT-=�_L O F " CHILDREN'S _ CHILDREN'S RR - AND 36 HT IN v t1 z E - = r-------- I� a a 36'"HT AT __----- I , _ _ U 36 MAX IN = z I'- RR o m m � °° RR = z O Z g to JAN ce) t t M J 1 18"HT AT CHILDRENS'WC ' I °� ~W CHELDREN'S RR O O Cl) 4" _ = CHILDREN'S - Iii-- T f* Z \\ \\ // I N N _J �! a- C') Q z - M N N Z_ z to Checked By a� T . CHILDRENS'WC i w �L UNO +O 16082 Project Number Ld C: STD WATER REAR GRAB BAR SIDE GRAB BARS ACC TOILET SEAT STD TOILET SEAT TOILET PAPER STD SINGLE 19'X 36"MIRROR SOAP DISPENSER SANITARY NAPKIN SINGLE HAND DOUBLE HAND DRYERS DIAPER CHANGING TABLE CHILDREN'S CHILDREN'S HAND-SPRAY STALL PARTITION mCLOSET(WC) COVER DISPENSER COVER DISPENSER DISPENSER LAVATORY DISPOSAL DRYER WATER CLOSET SINGLE BIDET DOOR r (LAV) (WC) LAVATORY(LAV) A6z01 ai Sheet Number LL 6 BATHROOM FIXTURE MOUNTING HEIGHTS W ff thisCop drawingits less than 30'x 427,it has = � been reduced.Scale accordingly. A6.01 SCALE: 1/2" 1'-0" 5'-21/2" 3'-1" J_l J J 68"MIN CLR,TYP 36",MIN CLR,TYP I f SHOWER SYSTEM FIBERGLASS SHOWER RAB BAR SEAT COVER . WALL SCONCE, _ = DISPENSER,TYP ��� - GENERAL NOTES SEE ELEc » FIBERGLASS ! TRANSFER I _ • 1. SEE INTERIOR DESIGN PACKAGE FOR ADDITIONAL FINISH INFORMATION SHOWER 18"X 36"MIRROR, 18"X 36"MIRROR, \\ !/ 0 - i s` AND DETAILS. - _ _ TYP TYP J J J J J - � SHOWER T : 18"X 36"MIRROR, SYSTEM 18-13, 6„—I� II� -) TYP \ r r i i \\ !f Otak Architects SOAP SOAP ' III ( SOAP DISPENSER,TYP DISPENSER,TYP `• �� �� OPEN Inc. GRAB BAR 10 I III I DISPENSER,TYP ® r i r r f \ 17355 SW Boones Ferry Rd CLO — f J Lake Oswego, OR 97035 ! \ g , - M `� — — rt - III I SINGLE LAV ,' ,r ,, / \ Phone 503.635.3618 a M - - INSULATED SINGLE LAV SINGLE LAV r r r Jl \\ FaX 503.635.5395 ”' EXPOSED PIPES, ' ADA SHOWER - - TYP INSULATE SEAT INSULATE STD WC,TYP HAND-SPRAY BIDET „ EXPOSED PIPES,PIPES,TYP (32) 12 X 18 TOILET PAPER LOCKERS MET 1A DISPENSER,TYP 1B 1 c 1D . Communi . TOILET PARTITIONS DASHED TOILET PARTITION FOR CLARITY FIBERGLASS Center TRANSFER SHOWER \ f 10330 SW Scholls Ferry RD ! TO EDGETOWER \ / Tigard, OR 97223 \ ! - - - - \ ! SHOWER SHOWER FIXTURE \ f \ / GRAB BAR SEAT COVER - - __ - \ / SYSTEM AND CONTROLS \ f \ ! DISPENSER,TYP \ I \ ! OPEN SEAT COVER OPEN LOCKERS OPEN LOCKERS / \ DISPENSER,TYP ! \ GRAB BAR -00 ! \ / \ �_ — — — J \ Outreach /J \\ /! \\ Zo M fl \\ Edueation Recreation HAND-/ \ o BIDET SPRAY - - / \ '<o _ f \ Muslim EbucatiomM Thom ADA SHOWER TOILET PAPER STD WC,TYP STD WC,TYP SEAT Muslim DISPENSER,TYP 1E 1F 1G 1H Educational 4 Trust ri IVI E N S SHOWER - 1 04 10330 SW Scholls Ferry RD A6.02 SCALE: 1/4"= V-0" Tigard, OR 97223 18"X 36"MIRROR, TYP TOILET PARTITIONS SANITARY NAPKIN LIGHT FIXUTRE, SEAT COVER DASHED FOR DISPENSER SEE ELEC,TYP DISPENSER,TYP CLARITY FIBERGLASS 3'- 1„ r'-2 1/2„ TRANSFER SHOWER \ ! _ SHOWER SYSTEM \ / Ep 18"X 36"MIRROR, -�T 3'-6" \ / 18"X 36"MIRROR, TYP -III -I GRAB BARS / SOAP \ I �� �� �� �' �r �' �� �' 1 SOAP DISPENSER,TYP I III I I OPEN � 0 � 18" ADA SHOWER w �` �` �` �` �` �` �� �� i DISPENSER,TYP SINGLE LAV I Iti T - _ I zo SEAT a r� f/ \` `� \� SINGLE LAV / ..- I rt _ u� / \ r INSULATE INSULATE o I? / \ \ EXPOSED PIPES, EXPOSED PIPES, — L— — i�Nl-\\ TYP TYP r i r r HAND-SPRAY SEAT COVER o� BIDET DISPENSER,TYP (32) 12"X 18" SINGLE LAV STD WC,TYP SANITARY NAPKIN GRAB BAR LOCKERS 2A DISPOSAL,TYP -SOAPINSULATE EXPOSED PIPE,TYP 2D TOILET PAPER 2B 2C DISPENSER,TYP DISPENSER,TYP TOILET PARTITION DASHED TOILET PARTITION DASHED FOR CLARITY FOR CLARITY \ I \ I \ ! SHOWER FIXTURE AND CONTROLS DISPEN�ER TYP II \ / \ ! OPEN I I) OPEN OPEN / \ I 00 GRAB BAR II Q LOCKERS / \ - - - ! \ ! \ ! \ I SEAT COVER / / \ I DISPENSER,TYP If If STD WC,TYP TOILET PAPER ` SEE NOTES AND DIMS 1A,1G/A6,02, REV . DISPENSER,TYP puu HAND-SPRAY BIDET - 2E 2F STD WC,TYP 2G 2H 2 WOMENS SHOWER - 103 , A6.02 SCALE: 1/4"= 1'-0" nterior 18"X 36"MIRROR, Elevations TYP SOAP DISPENSER,TYP SEAT COVER DISPENSER,TYP 1 CL 3,,6„ GRAB BAR GRAB BAR — _ SANITARY NAPKIN SANITARY NAPKIN o _ �] DISPOSAL,TYP DISPOSAL,TYP TOILET PAPER DISPENSER,TYP STD WC,TYP SHOWER NOTES AND SHOWER NOTES AND DIMS SHOWER NOTES AND INSULATE EXPOSED PIPES,TYP —1 TEX TOILET PAPER DIMS SEE 1G/A6A2 - SEE 1A,1G/A6.02 DIMS SEE 1A,1G/A6.02 STD WC,TYP DISPENSER,TYP _ SINGLE LAV 3A 3B 3C 3D 3 UNISEX - 107 A6.02 SCALE: 1/4"= 1'-0" 54"MIN _ u_ L 42"MIN 2"MAX W 39"-41 OL r - r it & 36"MIN ! L�J Z r # Date Description 00 M e _ ` ,ri 1'-0" NOTE: 17"HT AT z GRAB BAR N o ,' h Revisions _ _ _ _ MIN _ _ _ _ _ _ _ _ _I h- _ CHILDREN'S WC, 14"HT 2 DASHED , E- AT TODDLERS'WC ❑ ❑ io u_U O NOTES: -- f- ` " March 7th,2011 p NOTES: _ 0 NOTES: ti O¢ NOTES: _ - - -- _ `\ NOTE:TOE u_ O CENTER BNV F- ❑ ❑ W .� (D b> 0) 0 5 Z MIRRORS _ _ fl W > m i IX W i t THI I-� _ m o 0 0 0 F- ,�m i i STALDLS ONLY RED Alk HT FOR CLEAR CENTER ABOVE to CENTER ABOVE p o J CLEAR@ C a e ca iao cWn FORWARD REACH z WC z z _ v m z LAV O O �_ - „ +�- m o , iv O 36"MAX IN �t NOTE:28 HT IN tt NOTE:28 HT - � <C a � M i i W z ACCESS i m z t_) Designed B — W W =_______= L g E-- CHILDREN'S _ _ CHILDREN'S RR - M AND 36 HT IN •t 2 a z g Y o _ --- — _ �____==-=-Ly W o- - ---=--- - - = z u- R o 0o m ao m2 R M M CHILDREN'S RR D Z - g u5 � � r--- I a 36 HT AT '� v 36 MAX I N � � O � � z - � JAN,TDG a M / M �� T 18"HT AT p CHILDRENS'WC , M en t~ W CHILDREN'S RR j O c� 4 = _ F- c - n \ N J {n U) C7 �' t� LO / - d , ,. g„ \ / i N U a J a My oz - _ 0 N d d z Z W CHILDRENS WC / ^�-- 2 W `x LINO a- a z N �y Drawn By -- - - - - - - - - - - — — �— — G — — — — — - - - - - - - JAN �' Checked By - w STD WATER REAR GRAB BAR SIDE GRAB BARS ACC TOILET SEAT STD TOILET SEAT TOILET PAPER STD SINGLE 18"X 36"MIRROR SOAP DISPENSER SANITARY NAPKIN SINGLE HAND DOUBLE HAND DRYERS DIAPER CHANGING TABLE CHILDREN'S CHILDREN'S HAND-SPRAY STALL PARTITION ♦•� 16082 v CLOSET(WC) COVER DISPENSER COVER DISPENSER DISPENSER LAVATORY DISPOSAL DRYER WATER CLOSET SINGLE BIDET DOOR (LAV} (WC) LAVATORY(LAV) T Project Number N co A6mO2 - f Sheet Number 4 BATHROOM FIXTURE MOUNTING HEIGHTS - r W Copyright 20120 U /f this drawing is less than 30'x 42",it has A6.02 SCALE: 1/2"= 1'4" In been reduced.Scale accordingly SEAT COVER = - _ ` � J � J � C C C TYP 18"X 36"MIRROR, FDISPENSER, TYP � . TOILET PARTITIONS 5'-0 1/2" T-1" AND DRYER,TYP TOILET PARTITIONS 0 68"CLR MIN,TY 36"CLR SOAP DASHED FOR CLARITY DASHED FOR CLARITY -_ DISPENSER,TYP t MIN,TYP = _ C C C 18"X 36"MIRROR, T — _ _ _ --- _ ` — \ TYP f 1 5'-0„ 4 2,-0„4 — — — — J J _ c 1�- �— < < SOAP HAND DRYER,TYP GRAB BAR y I O I I \ DISPENSER,TYP f \ I( / / I 18”X 36"MIRROR, 2'-8„ / Otak Arch IteCtS II TYP TOILET PAPER — — — — SEAT COVER n Inc. DISPENSER,TYP — - — I I I / \ / (� I \ — — — — DISPENSER,TYP SOAP f 17355 SW Boones Ferry Rd I U / 7 II \ ( CHILDREN'S WC, DISPENSER,TYP---,,,., RAB BAR Lake Oswego, OR 97035 SINGLE LAV,TYP TYP INSULATE HAND-SPRAY BIDE SINGLE LAV HAND DRYER,TYP \ Phone 503.635.3618 CHILDREN'S WC, SANITARY NAPKIN Fax 503.635.5395 TYP TOILET PAPER SINGLE LAV,TYP EXPOSED PIPES, S T DISPENSER,TYP TYP INSULATE � DISPOSAL,TYP TOILET PAPER EXPOSED PIPES \ 1A INSULATE EXPOSED PIPES,TYP 1B 1 C 1 D . DISPENSER,TYP . SET K*7 BOYS - 221 6A - 6B A6.03 SCALE: 1!4"= 1'-0" ` SOAP Community. DISPENSER,TYP TOILET PARTITIONS 18"X 36"MIRROR, TOILET PARTITIONS DASHED FOR CLARITY HAND DRYER,TYP TYP DASHED FOR CLARITY Center 3'= 1" 5'-0 1/2" LIGHT FIXTURE,SEE ELEC 10330 SW Scholls Ferry RD SOAP Tigard, OR 97223 DISPENSER,TYP — — — _ — —_ _ = X 36" 18"X 36" MIRROR, SEAT COVER T 18" MIRROR, -0" 5'-5 1/2" TYP / — — — — DISPENSER,TYP — TYP # HAND DRYER,TYP I —){� �j II SOAP f I I I f CL GRAB BARS GRAB BAR ( \ t 3'-6„ ( {� HAND DRYER,TYP 11 DISPENSER,TYP (( 3, „ I SEAT COVER 1 SEAT COVER RAB BAR GRAB BAR ` Ft TOILET PAPER DISPENSER,TYP DISPENSER,TYP SINGLE LAV {}ntreae6 II \ I I � E — — — DISPENSER,TYP / I Educatiao Recreation - ` � INSULATE _ 11 SINGLE LAV,TYP \ I CHILDREN'S WC, o I l — — TOILET PAPER — — — EXPOSED PIPES — — _ SANITARY NAPKIN �. uslit" E`�.+1• cMilosiAl Trwst \ TYP DISPENSER,TYP • _ INSULATE DISPOTARY SAL,TYP IN — DISPOSAL,TYP EXPOSED PIPES, HAND-SPRAY Muslim TYP CHILDREN'S WC, BIDET SANITARY NAPKIN \—SINGLE LAV,TYP HAND-SPRAY TYP DISPOSAL,TYP TOILET PAPER BIDET 1 -6 STD WC,TYP STQWC,TYP Educational TOILET PAPER DISPENSER,TYP 2A 2B 2C INSULATE EXPOSED PIPES,TYP 2D. DISPENSER,TYP 6C 6D HAND-SPRAY BIDET Trust 2 G f RLS — 222 6 RESTROOM 224 10330 SW Scholls Ferry RD A6.03 SCALE: 1!4"= 1'-0" A6.03 SCALE: 114!'=V-0" Tigard; OR 97223 LIGHT FIXTURE, SEE ELEC SOAP DISPENSER,TYP 18"X 36"MIRROR, HAND DRYER,TYP CE HAND DRYER,TYP - 3'-6" \ SEAT COVER SINGLE LAV 18"X 36"MIRROR, GRAB BAR GRAB BARS DISPENSER,TYP TYP \ - LINSULATE EXPOSED PIPES,TYP SOAP _ ' DISPENSER,TYP — SEAT COVER / DISPENSER,TYP SEAT COVER TOILET PAPER — — — / — — / 18"X36"MIRROR, DISPENSER,TYP / 2 -9" TYP SINGLE LAV / CHILDREN'S WC, DISPENSER,TYP / HAND DRYER HAND DRYER TYP GRAB BAR f SOAP CHILDREN'S WC,— INSULATE TYP - DISPENSER,TYP EXPOSED PIPES, HAND-SPRAY BIDET 3A 3B TYP 3C 3D TOILET PAPER SANITARY NAPKIN \ SINGLE LAV C DISPENSER,TYP DISPOSAL,TYP . \ MEN - 2 �J \ INSULATE 3 � EXPOSED PIPES A6.03 SCALE: 1/4"= V-0" 7A 7B q-1'-9" -4' - SANITARY NAPKIN 18"X 36"MIRROR, - DISPENSER / AND DRYER,TYP TYP SEE FLECLIGHT TURE, 3'-6 SEAT COVER / HAND DRYER,TYP DISPENSER,TYP 18"X 36"MIRROR, 18"X 36"MIRROR, 0 0 SOAP TYP '- C� U SEAT COVER _ _ DISPENSER,TYP DISPENSER,TYP — SANITARY NAPKIN = _ y — ]o Q- SOAP GRAB BAR--N 6" DISPOSAL,TYP w \ DISPENSER,TYP SINGLE LAV HAND DRYER,TYP SEAT COVER t ' ', SINGLE LAV 0 DISPENSER,TYP �,;•.n GRAB BAR a � SINGLE LAV INSULATE — — — — f TOILET PAPER SANITARY NAPKIN \ EXPOSED — — — QISPENSER,TYP • INSULATE GRAB BAR S ,1?1J L _ DISPOSAL,TYP PIPES INSULATE TOILET PAPER EXPOSED SANITARY NAPKIN TOILET PAPER CHILDREN'S WC, CHILDREN'S WC, EXPOSED PIPE �.OA 1 PIPES,TYP- DISPENSER,TYP TYP DISPENSER,TYP DISPOSAL,TYP _ TYP HAND-SPRAY BIDET STD WC,TYP STD WC,TYP J'-6" SANITARY NAPKIN or Air DISPOSAL,TYP 4A 4B 4C 4D 7C TOILET PAPER DISPENSER,TYP 7D 4 WOMEN - 2 04 7 RESTROOM 136 Interior A6.03 SCALE: 1/4"= 1'-0" A6.03 SCALE: 1/4"= V-0" Elevations t FIBERGLASS FIBERGLASS 18"X 36" MIRROR, SHOWER - 18"X 36"MIRROR, TYP SHOWER \ /JTYP SHOWER SHOWER \ / SOAP SOAP SYSTEM SYSTEM \ DISPENSER,TYP DISPENSER,TYP SINGLE LAV,TYP ' / 1,_6„ Y / INSULATE SINGLE LAV,TYP U 1 EXPOSED PIPES, I / TYP V TOILET PAPER STD WC,TYP DISPENSER,TYP STD WC,TYP GENERAL NOTES 5A 56 5C HAND-SPRAY 5D BIDET 1. SEE INTERIOR DESIGN PACKAGE FOR ADDITIONAL FINISH INFORMATION 5 RESTROOM 207 AND DETAILS.�-03SCALE: 1/4"= 1'-0" 54"MIN - u_ LL � d 42"MIN 2"M w 0 39"-41" ai �'/ # Date Description M i LO • Revisions N I 0 36"MIN C� _ z ,' � �""� March 7th,2011 M Date v �11-0„ NOTE: 17"HT AT z _ e DASHED R o MIN _ CHILDREN S WC, 14"HT w — >- RED C4-i — — — — — — - l--i — — — — — — — - ~O AT TODDLERS'WC ❑ ❑ n u-¢ w 2 NOTES: —— — — _ NOTE:TOE — p NOTES: J NOTES: u< NOTES: = p CENTER BNV F- H ❑ w Designed By o -- — — — — — - — — — — — — — — 0 o> to M X Z N _ z z ` a Q cn in O MIRRORS O w CLEARANCE HT FOR CLEAR CENTER ABOVE i i cn CENTER ABOVE O �° z z `,\ REQ'D @ACC JAN,TDG 1 _ i - w r d - o m i i STALLS ONLY i i ti � I FORWARD REACH cn WC i t_1 p c� LAV CO0 W 36"MAX 1N - v �- NOTE:28"HT IN v H NOTE:28"HT -' p Q Drawn B 9c� ch i i Q v z ACCESS o co z i i z z d m z m H m - _ l 1 y -_�__ --__--_ w w _ - - - i- CHILDREN'S _ CHILDREN S RR AND 36' HT IN v ¢� z z _ r -. 1 _---==--L n 36"HT AT - �_=__==---L� - O U 36"MAX IN = z " RR o 00 m ao m _ g �Q ` JAN t} c) t ao i ;� w m p M 4„ M = Co -r CHILDREN'S RR cn - z _ cn e> t ch 18"HT AT p CHILDRENS'WC , J N � CHILDREN'S RR D c) Q, r CHILDRENS'WC `�` x� w ° q LINO d `' Q in `� "' ? �✓ t �' ch v v z Checked By 16082 tis - -- - '� i = o� 0 — — — — — — — — — — -- — �' — — - — — — — � — — — — — — — — U — — — — � — — — � r =tr— Project Number W - 1 N STD WATER REAR GRAB BAR SIDE GRAB BARS ACC TOILET SEAT STD TOILET SEAT TOILET PAPER STD SINGLE 18"X 36"MIRROR SOAP DISPENSER SANITARY NAPKIN SINGLE HAND DOUBLE HAND DRYERS DIAPER CHANGING TABLE CHILDREN'S CHILDREN'S NAND-SPRAY STALL PARTITION m CLOSET(WC) COVER DISPENSER COVER DISPENSER DISPENSER LAVATORY DISPOSAL DRYER WATER CLOSET SINGLE BIDET DOOR (LAV) (WC) LAVATORY(LAV) A6mO3 LL s BATHROOM FIXTURE MOUNTING HEIGHTS Copyright h 20120 v �.03SCALE: 1/2"= V-0" W If the drawing is less than 30'x 42*,it has nbeen reduced.Scale accordingly. L ? CC t Ctt J O t - C C ] v' SCC C C C 6h Otak Architects o ❑ ❑ ❑ Inc. 17355 SW Boones Ferry Rd Lake Oswego, OR 97035 Phone 503.635.3618 Fax 503.635.5395 r ROOM SIGN,TYP , 1A MET _ Community Center i 10330 SW SCholls Ferry RD \ i Tigard, OR 97223 OPEN TO - CORRIDOR Outreaeh / \ \ / / / \ £ducatioo Recreation �FE;Dl;l � � _ / / \ �F \ LIJ o ° Muslim Ebucmiofi'Al Trust �= Mto �= M slim o u ACC/CHILD DRINKING FOUNTAIN ROOM SIGN,TYP Educational 1B CHILD DRINKING FOUNTAIN (� Trust K`1� E CORRIDOR 120 SEE INTERIOR DESIGN PACKAGE FOR ADD'L DETAILS \A6.1 1 SCALE: 1/4"=1,-0". - - � 10330 SW SCholls Ferry RD, Tigard, OR 97223 ROOM SIGN,TYP \ OPEN TO OPEN TO \ / \ CORRIDOR CORRIDOR \ / ROOM SIGN 2A 2B K_2S CORRIDOR 127 \A6.1 1 SCALE: 1/4!'= 1'-0" S GLIJ OR G ROOM SIGN,TYP nterior 3A Elevations ,1'-6" 2,_6„ ,-0" 3'-0" 1'-6' -- \ / UPPER CABINETS . \ / W/LOCKS,TYP A8.11 TYP \ I OPEN TO - CORRIDOR 04 A\J� / \ - m I \ ❑ ❑ iv IF1 C�fli :�_\l L Z BUMP OUT FOR RECESSED SAFE COFFEE N i MAKER cn PE 1 4 1 BASE CABINETS FIRE ROOM SIGN,TYP FIRE EXTINGUISHER 3G .11 A8.11 8.1 W/LOCKS,TYP EXTINGUISHER STD ADULT DRINKING FOUNTAIN SIM - ACC DRINKING FOUNTAIN 1'-6" 2'-6" 3B 3 CORRIDOR 209 A6.11 SCALE: 1/4"= 1'-0" a ,n -. # Date Description Revisions March 7th,2011 Date \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ OPEN TO OPEN TO ` \ \ \ \ \ \ \ / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ /CORRIDOR \ / RED m /\ CORRIDOR Designed B El El 0. A8.11 M JAN,TDG W Drawn By JAN t Checked By f-- 9 BUILT-IN BENCH ROOM SIGN,TYP LOCKERS,TYP LOCKERS,TYP ROOM SIGN,TYP BUILT-IN BENCH BUILT-IN BENCH 16082 w A8.11 �"� Project Number m 4A 4B _ 4G 00 CORRIDOR 216 - 4 A601 1 Sheet Number iz \A6.1 1 SCALE: 1/4"= 1'-0" Copyright 20120 4 c> If this drawing is less than 30'x 42,it has been reduced Scale accordingly. CLC EQ EQ � � J � c , TYP TYP FOLDING PANEL PARTITION (SHOWN DASHED) 'MARKER BD i i PLAM BACK& 4'X6 MARKER BD SIDE SPLASH i 15 i �I A8.11 i a. Otak Architects Inc. 60 - / 17355Lake Oswego, OR 97035 Phone 53.635.3618 IK-11% L Fax 503.635.5395 PROJECTION SCREEN 14 FOLDING PANEL PARTITION A8.11 (SHOWN DASHED) OPEN CUBBIES PROJECTION SCREEN —OPEN CUBBIES 5 OPEN CUBBIES,TYP 4'X12'MARKER BD OPEN CUBBIES,TYP 30"CLR Tor YP CUBBIE Wt DOOR&LOCK 4'X12'MARKER BD A8.11 TYP 1A 1 B CUBBIE W/DOOR&LOCK 1 C 1D REMOVABLE PLAM PANELS MET ri`� CommunityLL CLASSROOM TYP _ A6.12 SCALE: 1/4"= 1'-0" - Center 10330 SW Scholls Ferry RD Tigard, OR 97223 t � f}ukresch . - Education Recreation _., ----- Muslim EbucAtianrl Trust \ Muslim -� 5 Educational Trust z o 10330 SW Scholls Ferry RD A", I I I I I I I ITigard, OR 97223 - M h_ CV N PROJECTOR SCREEN -OPEN CUBBIES,TYP OPEN CUBBIES,TYP A8.11 OPEN CUBBIES 4'X12'MARKER BD TYP 2A 2B CUBBIE W/DOOR&LOCK 2C 2D -. 2 LL CLASSROOM 5 A6.12 SCALE: 1/4"= 1'-0" _ 2'-6" p 3'-0" 2'-6" - RIP( A8.11 P A8.11 A8.11 ih / CABINET W/LOCK iv \ o e- 04 ' - - . . I'` \ IFp _ Ll 00 tV N 3 1 PROJECTION SCREEN 3'-0" 2'-6" �, 2'-6" �, �1'-61 5'-6" 8 CUBBIES �, 5'-0"MIN CLR A8.11 A8.11 CLR 4'X10'MARKER BD EQ SPACED TYP 1'-6"MIN 14'-0" 2'-6" 2'-6" 2'-6" 3C 3D 3A 18 CUBBIES EQ SPACED 36 3 KINDERGARTEN CLASSROOM 128 �12SCALE: 1/4"- 1'-0 -WAX, GOLU OF w Interior Elevations 3 -0 3'-0 T-0" .3 -0" A8.11 P A8.11 TYP - CABINET _ o W/LOCK ihf T END PANEL, M MATCH UPPERN/ o N€v CABINET DEPTH \ NRaip o 000 / b 04 (V ' CV 2 3 1 5 2'-6" L 2'-6" L 3'-0" L PROJECTION SCREEN A8.11 A8.11 A8.11 A8.11 TY 4'X10'MARKER BD 4A 2'-0"or. 2':_L4.. 2'-6 2'-0" 2'-6" 19'-0" V-6"MI 46 4C 4D 25 CUBBIES EQ SPACED rT PRESCHOOL CLASSROOM 130 �A&12J SCALE: 1/4"=1'-0„ 12"DEEP UPPER CABINETS W/GLASS FRONT 24"DEEP CABINET W/GLASS FRONT OPEN KNEE SPACE,WRAP � EQ EQ PIPES&DRAIN,TYP HOOD, OWNER SUPPLIED, CONTRACTOR INSTALLED d3'-6" 2'-9" 1, 3'-3" 3'-6" 1, 2'-9" 3,_0,. 2,_3„ _2 1'-9,. 1,_6„ 1,_6,. 4,_0„ 3,_6„ 3,_0„ 3,_0,. 1'-9" 2'-9" 1. 3,_0„ 6 6 g 12"DEEP UPPER — # Date Description N A8.11 TYP A8.11 A8.11 TYP CABINETS WtGLASS Q Revisions FRONT,TYP N 12"DEEP UPPER 24"DEEP CABINETS March 7th,2011 CABINETS W/GLASS \ \ Date FRONT,TYP <`1 4 OPEN KNEE SPACE,WRAP HOOD w OPEN KNEE SPACE, \ RED PIPES&DRAIN,TYP �' N iv WRAP PIPES&DRAIN, 2 Designed By °a. TYP t1�'� JAN,TDG I o / 12"DEEP BASE .- - r \ / Drawn By/ CABINTS,TYP iv iv I JAN �.� / Checked By � 4 ( 2 1 SIM 4 12"DEEP BASE SIM 1 4 I 15"CLR MIN 11 PROJECTION SCREEN 16082 U A8.11 TYP A8.11 SIM CABINTS,TYP A8.11 TYP CABINTS, A$.11 TYP A$.11 i A8.11 TYP w TYP _ - „ 4'X8'MARKER BD Project Number 1'-6" 2'-0" 2''-9" 1'-6" 4'-0" 1'-6" 2'-6" 1'-6" 4'-0" 6„ 1,_6„ 3,_0„ 3'-6" 3'-6 4'-0" 3'-6' T-3' 4'-9" 24"DEEP 24"DEEP N ACID FLAMABLE 12"DEEP BASE 5A 5B - 5C STORAGE STORAGE CABINTS,TYP 5D A6n 12 iu Sheet Number 5 SCIENCE LAB 210 NOTE:ALL SCIENCE CLASSROOM CASEWORK TO HAVE LOCKS Copyright 20120 d UJ S Ito U If this drawing is less than 30'x 42,it has A6.12 SCALE: 1/4"= 1'-0" been reduced.Scale accordingly. " l CL EQ EQ TYP TYP - BUILT-IN 2'-3,. 2'-6" 2'-6" C MICROWAVE - 7 6 A8.11 A8.11 TY _ C` UNDERCOUNTER C o REFRIGERATOR ` iq a r, �a <--- Otak Architects N - _ r �r � N Inc. N 0 ( I I ( 17355 SW Boones Ferry Rd \ — — Lake Oswego, OR 97035 ° \ r Phone 503.635.3618 C14 /VVVV// M � C14Fax 503.635.5395 PROJECTION SCREEN 1 4 1 4'X12'MARKER BOARD A8.11 A8.11 AS.11 SIM 1A 1B 1C 1D 1'-9" 3'-0" 2'-6" -o' MET K*T WORKROOM 212 - _ _ Community A6.13 SCALE: 1/4 - V-0 Center FOLDING PANEL PARTITION 10330 SW SChoIIs Ferry RD (SHOWN DASHED) Tigard, OR 97223 1 1 PLAM BACK& I I 4'X6'MARKERBDI 1 4'X6'MARKER BD SIDE SPLASH i II Outreach ! I A8.11 I Recreation o M Muslim Ebucmio",Al Trust PROJECTION SCREEN i PROJECTION SCREEN \ 1 I - / \ , , o � / Muslim 4'X12'MARKER BOARD _ 1 10 4'X12' MARKER BOARD I t io II Educational 1Q FOLDING PANEL PARTITION - 5 �39'CLR OPEN CUBBIES,TYP Trust OPEN CUBBIES,TYP (SHOWN DASHED) - 2D A8.11 TYP REMOVABLE PLAM PANELS,TYP 10330 SW SChOIIS Feral RD A8.11 TYP 2A 2B CUBBIE W/DOOR&LOCK CUBBIE W/DOOR&LOCK 2C Tigard, OR 97223 K0`2� UPPER LEVEL CLASSROOM 2&3 A6.13 SCALE: 1/4"= 1'-0" PLAM BACK& 15 SIDE SPLASH _ A8.11 _ \ e� A8.11 PROJECTION SCREEN 4'X12'MARKER BOARDH I I I I I I I I N , 10 30"CLR 6'-0' 4'X6'MARKER BD OPEN CUBBIES,TYP 3A _ A8.11 TYP - 3B CUBBIE W/DOOR&LOCK 3C 3D REMOVABLE OPEN CUBBIES PLAM PANELS rT� UPPER LEVEL CLASSROOM 4 A6.13 SCALE: 1/4"= V-0" ' 4'X6'MARKER BD 4'X6'MARKER BD ( 1 I I 1 ! AIF- 110 f I I ILi MKR '�li u �, f \ F L39' LR 5'-0" '- PROJECTION SCREEN 10 FOLDING PANEL PARTITION 4'X5'TACK BD PROJECTION SCREEN Or T P TYP! TY 11'-0"TYP A8.11 TYP nterior REMOVABLE PLAM OPEN CUBBIES,TYP 4'X12'MARKER BD (SHOWN DASHED) 4'X12'MARKER BD 4A PANELS,TYP 46 4C (9) OPEN CUBBIES,TYP CUBBIE W/DOOR&LOCK 4D Elevations CUBBIE W/DOOR&LOCK 4 UPPER LEVEL CLASSROOM 5&6 - A6.13 SCALE: 1/4"= V-0" 4'X6'MARKER BD / SEE 4/A6.13 FOR ADD'L NOTES&DIMS • PROJECTION SCREEN • OPEN CUBBIES,TYP 5A 5B 4'X12'MARKER BD 5C CUBBIE W/DOOR&LOCK 5D 5 UPPER LEVEL CLASSROOM 7 A6.13 SCALE: 1/4!'=V-0" EQ 4 EQ Jka M N _ M # Date Description `n —..—_.. Revisions CV N LOCKED CABINET �"'�' March 7th,2011 Date- \ cv O \ M / M \ / s j Designed By 0- _ N JAN,TDG Drawn By o o JAN N lV - tV .Checked By U IV16082 w '-3' 2'-3" 2'-0" 2'-3" 1 3 1'-6"CLR MIN PROJECTION SCREEN Project ��. 6A 6B 4'X12'MARKER BD Project Number a 6C. 6D �> 6 ART STU D 10 220 -Z Sheet Number A6m 13 A6.13 SCALE: 114!'= V-0" Copyright 2012(C) If this drawing is less than 30'x 42",it has been reduced.Scale accordingly, ab. 1 77777- F- , , f t - 1 1, � \ a\ i t \ 1 f t• t C I t , t t I ' I I J I I \ \ , ,' l \ .: .:.._- _..... ,..q _ - \ \ ` 1 \ \f \ \ \ } \ \ \� R l' i 1 t � R Otak Architect a\ s I I i i i 1 � Z \ i l <t „ t � I c \ ' i:. i , ,` ,'� \ t\ t t„ \ 1 SW B n s r R t t, t 7355 0o e Fe d \ \, \ \ 1 F •� 1 `1 \ I t \ , j. \, 1 \� I t ,\ i I 1\ Lake Oswego, R 7 \ \ \ \ `\` \° `\' ae s eoO 9035 \ 1 \ ,i r 1, �\I \1 Il 1`• , ` , , \ Ph 1 Phone 503 35 36 \ 0 8 8 \ �` t — 1 i' \ ,'l 1 i i t \ \ i j _ �, t t , i\ ti ` � it` - A\- y \ 1Y :\ R Y \ , i \ '� Fax 5 \ \' a 503 835 539 \ \ i \ '\ � `,, R t \ t \ t i \ \ t, \ \ \ \ \ \' } \, \ I i i \ \ 1 1 I 1 \ ` i I \ ( \ r r 1 \` i l \ t i ,l \ l i' i 1 \ I i \ t 1 \ l t �` It 4 i , \t I i `\t l l \ \ t \'\ tLJ i \ t l , t t (' 4 �. t \ , t \ \ A / ETM .t \ t, c - , \ \` \ t \ `S \ + \ , ♦ l : l t' t t 3. V t } \ \ \ `\ \ t i 's 1 \ , I ,i 1 i j`} 1 's `l 1 �\ t i .R \ `i 1 \, `� \ \ \ \ €, r i I -\' `i t I `' `t \ , 't I1 t .\ _ R \ \ Communit \ \. R` 1 1 \ \' 1 i 1 \ I \ \ 14 t \ 1 `1 `{ i 1 4' �t i \ \ \ t 4 l \ - L �` "c=t \ \ \ k \' t �R � } \``1 ,� `E F 1 k \: R�� R R \t ,' ' �\ Center t` R , '\ \i , �\\ , \,\ic,t i\' ;\ '\ ;t ,Sd♦.,,.. l \\ .\ t-\ '-R- \ - I i 1 30 SW Sch lls Ferry RD t �s ; Tigard, OR 97223 t 77 PROJECTION SCREEN PROJECTION SCREEN CMU ACCENT BAND 1A 16 Outreach Educatioa Recreation Mt4514" :Ebuc.NtJojiA1 Trost Muslim Educational Trusti W Scholls Ferry RD 1.. 10330 S T , ry ; Ili - -- Tigard, 23 _ - -�- - OR 972 R T -.- Z - - - -1- _.._ _ _ .. - S T I RTS- I 7 •— I- ' ' -1 1 r j R�— -�—t��—r�-i- .�..,_� __ � � 1 1 i � I � I I � � � �_l_____ t_._ - i - I - _ t - i - R i T \ / \ / \ / T : I I I . r; I , I i i—'—(—�T- i i i i I I , I i - » i i 1 ! i 1 �T 1 i t I t t 71 -71 '! i { i.._.—i i �� j "_ j ___l._i,"`>r-_—�--r- T_' "'i_ .. i {�--;—''—'T-_:. PROTECTIVE PADDING L PADDING @ CORNER RECESS FOR SHOE RACK, RECESS FOR SHOE RACK, BEHIND BACKBOARD OF CMU PILASTER RACK BY OWNER(NIC), RACK BY OWNER(NIC),VERIFY OPENING SIZE AND TOP-ROLL GYM DIVIDER &HOOP VERIFY OPENING SIZE AND DEPTH DEPTH 1C 1D 1 MULTIPURPOSE .ROOM 109 �14SCALE: 3/16"= 1'-0" EQ rt EQ vID TACK BOARD GLU FF AR u I nterior --=----------- Elevations PROJECTION SCREEN(SHOWN DASHED) 2A MARKER BOARD TV(NIC),PROVIDE POWER& CABLE OUTLETS AT 96"AFF . R 26 - 3A 8'-0"x 5-0"MIRROR 313 10'-9'x 5'-0"MIRROR 12'-0"x 6-0"MIRROR 2 MULTIPURPOSE ROOD 201 3 EXERCISR ROOM 106 �14SCALE: 1/4"= V-0" A8.14 SCALE: 1/4"=V-0" a. M \ .. # Date Description O ui Revisions N ' o L.' March 7th,2011 Date - o Designed By a \ JAN,TDG Drawn By JAN Checked By v \ — 16082 W Project Number 00 4A , 46 4C 4D A6N 4 \ Sheet Number LL K*4 LOUNGE Copyright 20120 139 U R If this drawing is less than 30"x 42,it has A6.14 SCALE: 1/4"= 1'-0" been reduced.Scale accordingly. yy MECH DUCT, SEE MECH,TYP , 4'X6' MARKER BOARD C Otak Architects Inc' 55 SW Boones FerryRd — - - - Lake O - r ego, OR 97035 Phone 503.635.3618 Fax 503.635.5395 _ MET - - - -� I 1 1A - = ' -- Community - --- ------ Center,2'-6" 2'-6" 2'-6" - _ _ _� _ __ iI - - F RD 10330 SW Scholls Ferry cr) LO i _ i !: - - .. 1 - F — — —-#I-— 1 Outreach I II I - -- — = - A l o J�t>u�1ir•�r ���ac #iur►.� 7r4•�s# - I I II I i f Muslim fV fV CV ' 1 2 SAFE,VERIFY 2A OVERHEAD COILING DOOR 2B Educational CABINETS(NIC) A8.11 1 A8.11 SIMI DIMS W/ 1 B OWNER LUNCH SERVICE COUNTER T 2 -6 2'-0" 36 CLR Trust st r'), ADMIN 1 3� or 10330 SW Scholls Ferry RD Tigard, OR 97223 \A6.1 5 SCALE: 1/4"= V-0" MECH DUCTS,SEE MECH,TYP i { I - . - I I -� i I # s i i � ' .� j� • IT- -`------- --r- f i i , i i ' I ! - _; - I � �r--i_... .-r i -r!j •__"_�._._ f - i i j ._..--�T�_ � �; l . -_ ,-� i __ i M I I —. -1 - I � i LT EQ EQ 2C PROJECTION SCREEN 2D F 2 LUNCHROOM 11 \A6.15 SCALE: 1/4!'= 1'-011 I n to ri o r Elevations Li 1 Vil10 • \`. \ � '\ \'i �} �,l \,.\ \ I A 1 3B 3C 3D 3A Ko"3 MUSEUM 101 - \A6.1 5 SCALE: 114"=1'-0" EQ EQ OPEN SHELVES,TYP 3'_011 21_0„ZZ_611 .11_/111 1. 2,_311 a - . ao r rn 8 M — # Date Description IL -.--_ A8.11 TY A8.11 TYP Revisions N o I March 7th,2011 Date ' o � RED a / M F I F= 0 0 Designed By o I I I -' r r r r r r r a iv O �r JAN,TDG \ o .o — — Drawn By 0 o PROJECTION SCREEN \ o o _ REFR _ DW i,.} ih 4'X12'MARKER BOARD iv JAN r` Checked By a� - y r 2 MICROWAVE (16)LOCKERS 16082 Lu (16) MAIL SLOTS 4A A8.11 A8.11 TYP " 1 FULL HEIGHT BACKSPLASH Project Number 4B 4C 3'-0" 1'-6" 3'-0" 1'-6" 2'- PROVIDE 2"DEEP(MIN)CUTOUT AT BACK WALL TO � �� Y O R KROO 1'V 1 1 �� ACCOMODATE DISHWASHER DEPTH \ _ T - ai A6E 15 Sheet Number A6.15 SCALE: 1/4"= V-0" Q Copyright 20120 If this drawing is less than 30"x 42,it has U been reduced.Scale accordingly. N. Otak Architects Q Inc. 17355 SW Baones Ferry Rd *\ \\\ Y ;l-t\t`,\ \ ;\ .�\ {\, �\,t,\\,� \ ', \, e � Lake Oswego OR 97035 `\ .,` �'\ .\ \ .\\, .\ \ \ ;,, \\ \1 t.� \� \ \ til \. \\ i, '', ® — \`�',` ` \�a� �'\�,t\� �,' \ ' \ \ � :: `\�� ��;\� \��, \\ \`} \� ' Phone 503.635.3618 Fax 503 635 5395 .\�\\\ �\ . MET C rt \ \l 'it<;�; 1;� \,�` \ ,� \� �\,�\,� ` \1-.6.�,. \: \ ;�t : \�� �:�1 \ �� \• \1 t. \1�` 1�., ,� \i \ ''-_��\ \ \\ n e tro \.,`i} , \` \ �\ t• !\ l \\ :l\ �\. �\ �' s\ ,v � v\ l \ � ` ',\v�` ,\ `,'w, �\ � Ferry ,\ 1Q330 SW Scholis Fer RD \ Tigard, OR 97223 �\t \ � �`v t ' \�1,`41 -\41\i`•\`` ,\ ���`\�\4 Outreach Education Recreation Muslim Etyuc.8flotiAl Trust Muslim 1A 1B A8.11 Educational Trust 10330 SW Scholls Ferry RD Tigard, OR 97223 MAL DRINKING FOUNTAINS c -- __ 1C 1D 1E A8.11 t,R \ st U 81 1 LOBBY 100 .OR A6.16 SCALE: 1/4"= 1'-0" F Interior Elevations WALL MOUNTED 11-91, 11-91, 11-91, SHELVES / 0 o n . ACC DRINKING (10)RECESSED RECEPTION DESK FOUNTAIN MAILBOXES STD DRINKING FOUNTAIN 2 CORRIDOR 108' s PRINCIPAL 137 l A6.16 SCALE: 1/4"= 1'-0" A6.16 SCALE: 1/4"= 1'-0" f • d M _ M 2'-0" 2'-3" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" ` # Date Description ui Revisions N N March 7th,2011 � 1 Date RED 0 0 Designed By o TYP 7, , d _ 4'X6'MARKER / / JAN,TDG A8.11 BOARD / Drawn By ih 71 JAN r Checked By WALL MOUNTED SHELVES 16082 w 3A 3B 3C _ 3D Project �'�" Pro ct Number c� co _-%� ADMIN 121 A6m 16 A6.16 SCALE: 1/4"= 1'-0" Sheet Number ii W If this drawing is less than 30"x 42",it has Copyright 2012 C been reduced.Scale accordingly. i 0 EQ EQPL 51.9 .l -- _ Otak Architects _ - -- Inc. --- -- - — 17355 SW Boones Ferry Rd — — Lake Oswego, OR 97035 12"X12"GYP BD ALCOVE PROJECTION SCREEN � � �- Phone 503.635.3618 _ w/AccEss aooR Fax 503.635.5395 c� 4'X12'MARKER BOARD - — -- • MET 1A 1B1C 1D _ Community COMPUTER LAB 225 _ A6.17 SCALE: 1/4"= V-0" Center 10330 SW Scholls Ferry RD Tigard, OR 97223 f EQ EQ Outreach Education Recreation _., — ------ - — –- -- Mtolim EbucA iotml Trwst - Mus Im Educational Trust_. --- - — 10330 SW Scholls Ferry RD Tigard, OR 97223 / PROJECTION SCREEN / 12"X12"GYP - - - 4'X8'MARKER BOARD BD ALCOVE W/ ACCESS DOOR -- _ 2A 2B _ 2C 2D LIBRARY 226 A6.17 SCALE: 1/4"=1'-0" EQ EQ f _ j _ r PROJECTION 3A SCREEN 3B 3C - 3D 4'x12'MARKER BOARD - M EETI NG 211 "`l A6.17 SCALE: 1/4"= V-0" S U itt" Gtlt Ft 1),OR ,U OF �— - 3� 0" 3, 0" 3i 0„�� Iii - - - - Interior 2'-0" 2'-0" 1.1'- i Elevations BUMP OUT FOR 6 7 RECESSED SAFE A8.11 TYP °' A8.11 TYP \ io RECESSED SAFE, L UPPER CABINET W/LOCKS,TYP 4'X6' MARKER BOARD 4A VERIFY DIMS W/ 4B 4C 5A 5B 5C OWNER PRESIDENT 206 5 MET PR 208 A6.17 SCALE: 1/,V'= V-0" A6.17 SCALE: 114"=1'-0" - r o. M # Date Description LO -. �+ Revisions N N March 7th,2011 Date ai RED o J _ Designed By ao - - 00JAN,TDG Drawn By JAN Checked By - c 16082 Lu Project Number 4 fp A6n -1. Sheet Number 0 U UJIf 20120 If this drawing is less than 30"x 42,it has /1 been reduced.Scale accordingly. CEILING PLAN LEGEND LIGHTING FIXTURES CEILING FINISHES CEILING SURFACE MOUNTED - CEILING PENDANT MOUNTED S STEEL DECK 0 RECESSED CEILING Otak Architects i^- WALL SCONCE Inc. t GYP BD 17355 SW Boones Ferry Rd EXTERIOR WALL SCONCE Lake Oswego, OR 97035 Phone 503.635.3618 O RECESSED FLUORESCENT FaX 503.635.5395 ® SURFACE FLUORESCENT 2'X 4'CEILING TILES CEILING MOUNTED(EXIT STAIR) TRACK LIGHT MET . METAL PANEL SOFFIT / - FIRE LIFE/SAFETY � CommunityEXIT SIGN �a FIRE HORN/STROBE I—I ( (—I ( ACOUSTICAL PANEL Center © SMOKE DETECTOR 10330 SW Scholls Ferry RD SMOKE DETECTOR Tigard, OR 97223 MECHANICAL ® SUPPLY AIR - RETURN AIR Outreach ® EXHAUST Education Recreation Muslim Euucrtia»Al Trust Muslim Educational Trust 10330 SW Scholls Ferry RD Tigard, OR 97223 21 20 . M. 1 A5.11 - 1 STORAGES - f/ / r r1rl �It - �// �r�•.'? / rJ � f iSTAIR2 l//ir M STL BEAM, SEE STRUCT,TYP ' *.� Ulu us - A4.01 V� MACHINEtf%1b. LIGHT FIXTURE,SEE ELEC,TYP lOF 0021 J r i f 411 I rf(/ ELEV CORRIDOR 001 110 BasementVffr �;,�,,, f f �� f if f �rr�i � J ❑ Reflected 1 pp J 'J r , - %i�zI `J1;/f, - MECH DUCT, - �' ,�, ��, Cell�ng Plan SEE MECH, r�J l,' /f�ff�l ��; !f,i,i �ii! i�l t�..' f f 1 1 ! r -TYP - '�/;,� ' JANITOR 004_- M.2 �f�,ir Jil/��f rr r, fJll/! rrf J ❑ f ❑ o A4.15 r'rf J., J t'J EL C •` `+.. if ffir((// `l fr'tt�• 1/f�l f'I t/i(,• r. 0 5 _ - / it !/ J J• /i t / f ! 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Copyright < W ff his drawing is less 30'x 42",it has V been reduced.Scale accordingly. 22 10 9 8 7 6 5 4 3 2 J1 J 0 CC J J J - C C~ C 'C L C cc _ - - C C - _ - -J i _:'C CC C / 1 42 2 I I 4 I 3 Otak Architects A4.02 A4.12 A4.01 I ( I A4.13 ( A4.02 ( A4.13 A4.02 17355 SW Boones Ferry Rd Lake Oswego, OR 97035 Phone 503.635.3618 M 1 1 I I I I I Fax 503.635.5395 � I A4.13 ( STORAGE WATER 21 '' 116 117A I MET LF4 [Z3 - l • ommunit L I FOLDING PARTITION, I 111 1 f � I I 118 - _ — center TYP g 10330 SW Scholls Ferry RD + ,— 1 'L:=�' OPEN , - - Tigard, OR 97223 STORAGE— ` To - �\ ABOV ( 1 © -LUNCH R OM- 11 II A4.o2 11g COUNSELING/ADMIN LL CLASSROOM 1 (I LL CLASSROOM 2 LL LASSROOM 3 II LL CLASSROOM 4 LL CLASS OOM 5 (j __ _. " 121 _Q122 I I 123— — 1241A=12 126 0 -0 + 10' 0" ( + Q'-0" 10' 0" I 10._0" + 1 '_ Education Recreation , Muslim1 N `rJNA 1'liSt 13 8.11Muslim� ri• , R s•- _ si :a a E_CORRIDOR I I I `\.`l '`'\. ~-` w '°._ _ - r•Q" '• _ y �,�,µ: w"• - 12a A4.01 Trust 'V-01 �, MULTIPURPOSE �\ . _,_ :y_:` "+ K` I �\ \\ - _ - � \ - ;T' 10330 SW Scholls Ferry RD �`��. \ �: - •a� - - - '`i�♦M • T�,:: '':=. _ - '�- �- \ \, :j' !T - .�a •;, �.` _ — — — Tigard, OR 97223 , r \ ``�' a •.< ..WOMEN '-'. - - - - RRGE --: �- \ �~~. '114 PE _ a I I - �_ a; i` ra =::_,:a�r:;_�` - •, • - .•:� •' - •���B;1O3 Y2S - • - CORRIDOR 127 LOUNG ADMIN _ 'GIRLS 139 10 1 \ _%4ft MIN 33 + KINDERGARTEN Ii 128 -0. " = IF ... , ```.•''~``\".•- � \.- �`'�, `'\., ...,`` \ . �\..� —..�(_., -._._. - -- - � Q _ - .; - - - - •�y�','' LIGHT SHELF(DASHED ASHED FOR CLARITY},TYP M,2 \ `\. `"' \ `\,.. � —OPEN' >'� ' .Qa••y'.< :'4�a`�. _- - -- - `_ - ` �� s- - •`' • I SUNSCREEN,TYP ,_ `\-' '�-\``'�� \\ �''� � \ ----,'TO -- - '•- - - !: �.��:{k '� t��:;•<.•�!"';�• III - ' .--� , \ "�'��."- \\--,,. - _ -\ABOVE - !i,•`•� -_ < i- _ �=- .�'1_ =�-:_� .� i" "'•fit � �� � _ \ � � � -�' 'Y: ! Y ' _ a<, _ _ 3 d _ = '•;T 20 :, � : ; PRINCIPAL WORKROOM \ A8.05 '\ �_� �_ �'\ - : ":'; y' `i a` ;; 13 F 137 o �'� .� �' _._k♦ coNTlNuous ' ;STAIR 3= ::' RESTROOM: DETECTOR 1 FORMED I = " �+,: i`,�. t' _OPEN_- - TO A4.01 METAL LIGHT :129' A4.12 a~ �� \` a ; <,"•, `. BOVE • '• \ ��� COVES,TYP a . a - -- - --_ �,., - - �;♦ - -' , - _: ::�; -:LOBBY,:.• - I a i a,s ,.• . T ,v e ,• e .`i ,G EXERCISE4 :¢.. �- / 15 =;' PRESCHOOL 106 01 < 3 UNISEX]Ay ` <•:. •�, y:: », :` :' A4.14 A4.02 ii it 7 - _ _ ;_ , .. _ "•' A4.02 10' 0 - I IIII I n - -•'r,•<� - _ -.:•Y•• .__.. _.._ •,'. `.f'�:c`''i` _ f'�' +t •i•I ,�r 4 IwF - I p e AOL. BOTTOM OF u < 7 y` I FIXTURE 17'-4 AFF A$.0 ':-,:;'MEN'S' s '�: ;ti _ 3) II SHOWER:` ';; ;,� °MUSEUM';:_ I - -� -- - - - NIS ROWER-•`` _ - - - - I _ 1ST I � - - _=- ,'c- '�,:,::I;;_• _ { } IIII ISTORAGE- •<:_ i. :� 1. >• :K= II 11 104 _ • f� =' 101 i ` p 1111 _t" I! I ,- - K -i.• `•Jam• 'ri. I�• :Jlilt •*. tr - r - a • S. e- r T a• r• r, o OF First Floor 4 3 Reflected POOL (DECK} A4.02 Ceiling Plan 102A - - 0 J FI r4 , POOL ,OPEN >< ® ®. A4.11 102B ,-ABOVE p CEILING PLAN LEGEND LIGHTING FIXTURES CEILING FINISHES ` CEILING SURFACE MOUNTED CEILING PENDANT MOUNTED STEEL DECK 1z 0 RECESSED CEILING I I ( ( I I I 0ILI- - WALL SCONCE - GYP BD _. EXTERIOR WALL SCONCE '-�• •'''''"'-• •'!`' 1 1 2 o RECESSED FLUORESCENT A4.11 A4.02 A4.01 SURFACE FLUORESCENT 2'X 4'CEILING TILES - O CEILING MOUNTED(EXIT STAIR) N TRACK LIGHT METAL PANEL SOFFIT # Date Description v I I I I I I I I I I I I - FIRE LIFE/SAFETY Ln N - - Revisions EXIT SIGN r ACOUSTICAL PANEL March 7th,2011 FIRE HORN/STROBE I—I I I_I I Date v � ' 0 41 40 39 38 37 36 35 34 33 32 31 30 o SMOKE DETECTOR RED � SMOKE DETECTOR � Designed By JAN,TDG MECHANICAL Drawn By ® SUPPLY AIR JAN � - 0 RETURN AIR V) Checked By c v , ® EXHAUST 16082Project Number w 1 FIRST FLOOR REFLECTED CEILING PLAN - A o � �01heet SCALE: 1/8"= 1'-0" A7m0:1 Number W Copyright 20120 U If this drawing is less than 30'x 42•,it has been reduced.Scale accordingly. 0' 4' 8' 16' 'J - C - -C C f C 22 0 10 9 8 7 6 5 4 3 2, 1 � f J - ,.- f C If I I J C t C < <f- - Otak Architects / 1 2 1 I I 2 I I 4 I 3 3 I r1 C. 44 A4.02 A4.01 I A4.13 A4.13 I A4.02 I A4.13 A4.02 I t 17355 SW Boones Ferry Rd Lake Oswego, OR 97035 Phone 503.635.3618 Fax 503.635.5395 M• 1 I MECHANICAL DUCTS, TYP, SEE MECH 1 ACOUSTIC CEILING / PANELS,TYP MET' I I - - - - - - - - Com ' n1unit -� I ,q INTERIOR DOME LIGHT - -- -" - - - - io ABOVE(SHOWN -: r - r DASHED),TYP -: -� -� "c I ----__ _ ("� IIPARTITION,2 _ _ [—FOLDING TYP ICenter ~. DOME ABOVE _ --- �- _ - _ _ - — — 10330 SW Scholls Ferry RD ROOF DECK -- -\ Tigard, QR 97223 K" 1r5 SCIENCE LAB II 13 � / A4.02 - - -- ----- -_ ._.._. _.. - ----- 210 8.11 A4.02 03 -- - -- - _. - \ ACOUSTIC PANELS,TYP —_ —w- - - -_- __�=— - + o _ MEETIN WORKROOM L CLASSROO 211 UL CLASSROOM 3 UL CLASS OOM 4 MET PR -: - ' -- / TMLUNCHROOM= --- 213— SKYLIGHT, TYP / - _ _ _ _ -- _ -- _ 211 12 II I 14 --21 Educatia� ttecreation , _ � X11 ��-�- , -- _ - 1 -0' +1 ,_ 11 + L _. 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't , , , ART STUDIO / 220 x 3 2 2 , A4.14T A A4.02 MULTIPURPOSE A4.o2 201 — - — — - G I - -STORAGE _- -- 203- _ --. ---- _ — Q H OF —I== o m► o a o o LLO ----------- $ - � _ _„_ Second Floor - - - - -- _ -_ _ 17 Ill- 1--111 - - - _ _ Reflected __ __ - __ a ___ __- - _ Celli Plan ---- _- - A411 _ — _. . _ ------ CEILING - _ -- -- - - — - ....—._ _ � ...._..._. ...-r'fi,_., - :__.._ ......... :....-,_-- --•....:- .. r.�:-,... ...;.. ,-+-:r'. _..._.;:. .,..,�:' . . -. „='.,=r ,:.c.,.. ._'..- -- '•....._.-'y-i _- ,.. .,. ,,:'=iso.* ._ _..r-. ..,..-,. :}-., ,....,_ _._....-.__.. �-�= ._ •_: �- . J�.�. : _. ��� = �— CEILING PLAN LEGEND • - -- _:�- __ ..-, � LIGHTING FIXTURES CEILING FINISHES - - EI IN SURFACE MOUNTED C -- 96'MAX PANEL - CEILING PENDANT MOUNTED _ STEEL DECK 0 RECESSED CEILING- I I — WALL SCONCE GYP BD •,-..-r• p4•. EXTERIOR WALL SCONCE © RECESSED FLUORESCENT 1 1 2 I I A4.11 I I I I I A4 02 I I ( I A4.01 I ® SURFACE FLUORESCENT 2'X 4'CEILING TILES a CEILING MOUNTED(EXIT STAIR) — TRACK LIGHT METAL PANEL SOFFIT # Date Description N I I I I I I I I I I I I Revisions N FIRE LIFE/SAFETY , '"�' March 7th,2011 EXIT SIGN ACOUSTICAL PANEL Date �a FIRE HORN/STROBE RED `U 41 40 39 38 37 36 35 34 33 32 31 30 0 o Q SMOKE DETECTOR Designed By a - , Q SMOKE DETECTOR JAN,TDG Drawn By MECHANICAL JAN ® SUPPLY AIR Checked B U Y U RETURN AIR 16082 ® EXHAUST F- W � Project Number Co 1 Rco EFLECTED CEILING PLAN 02 - _ A7002 r - - - - v - A7.02 SCALE: 1/8!'=1'-0„ Sheet Number iL Q , U 5' 10' 20' Copyright 2012 C If this drawing is less than 30'x 42",it has been reduced.Scale accordingly. _ - - - - .: J J J t - - LIS..Fk•'v:, o a o ; a c E J J E Otak Archited -------- In I ---_---- 17355 SW Boones Ferry F 07100-00-48 NT _ Lake Oswego, OR 970 07170-01-12 07170-02-12 Phone 503.635.36 07170-03-12 Fax 503.635.53 07170-04-12 07171-01-12 07172-02-48 07170-05-12 07172-01-4 07170-01-0 07170-02-08 07170-06-12 07170-07-12 07170-08-12 A-BD-001 Lo onto 07100-01-48 - 07100-02-0 07100-03-1 07100-04-48 07100-05-4 07100-06-04 Community 07100-07-08 07100-08-04 07100-09-08 Center 07100-10-0 07100-12-12 10330 SW Scholls Ferry 07100-11-12 Tigard, OR 97223 • XREF LIST FLEXIBLE FLASHING WATERPROOFING SYSTEM , • UV STABLE SEALANT° ` Ltscale: 1 SHEATHING AT HEAD,LAP OVER SEAMTAPE AT ALL * TERMINATE MEMBRANE 1" SUBSTRATE PREFORMED Resolved FLEXIBLE FLASHING OVERLAPPING JOINTS WATERPROOFING INTO 4" SIDEWALK SLAB INTO NOTES CORNER _ _____________ ______ .rSYSTEM SEALANT ': TERMINATION BAR FASTEN 6~ GEOTEXTILE WATERPROOFING ° 12" OC Muslim MIN 9„ I WATERPROOFING SYSTEM SEALANT MECHANICAL SEAL BY SUBSTRATE PREPARATION: SYSTEM " 6" _ 1 6,� N MINIMUM OVERLAP OF UNDER a OTHERS 1. STRIKE FLUSH ALL JOINTS SCHEDULED TO RECEIVE Educational ::-. ; . __________ I ______ _____ WATERPROOFING PIPE SLEEVE FILLED WITH WATERPROOFING. PREFORMED FLEXIBLE WATERPROOFING SYSTEM Trust a_: :-: �` FLASHING CORNER, ' PRODUCT AT ROLL END PIPE NON-SHRINK GROUT 10330 SW Scholls Ferry APPLY OVER FLEXIBLE PREFORMED FLEXIBLE I WATERPROOFING 2. REMOVE ALL SHARP PROTRUSIONS AS WELL AS ALL DIRT, FLASHING AT SILL FLASHING CORNER,LAP 1 JOINTS MUD, DEBRIS, ICE OR ANY OTHER MATERIALS WHICH Tigard, OR 97223 SYSTEM SEALANT FLEXIBLE FLASHING, OVER FLEXIBLE Z ( MINIMUM OVERLAP OF n WITH 3/4" CANT —/. WATER TIGHT INTEGRITY WOULD INTERFERE WITH WATERPROOFING PERFORMANCE. FLASHING AT JAMB 12~ LAP OVER PREFORMED ',r — __ _____________ WATERPROOFING SYSTEM COVER ANY EXPOSED REINFORCING STEEL. 9~ FLEXIBLE FLASHING PRODUCT AT ROLL SIDE WATERSTOP 3" MIN OF INSIDE OF PIPE SLEEVE FLEXIBLE FLASHING AT CORNER AT SILL I JOINTS COVERAGE ': ;. a BY OTHERS 3, TROWEL WATERPROOFING SEALANT INTO ALL HOLES SILL,LAP OVER VAPOR ~ i : 12" UnresolvedE. BARRIER,PROVIDE 9 MIN . MINIMUM ROLL END JOINT GEOTEXTILE WATER- , . HONEYCOMBS, VOIDS AND IRREGULARITIES WHICH EXCEED POSITIVE SLOPE TO � I PROOFING SYSTEM a 3/8" IN DEPTH. EXTERIOR WITH DAM AT ..... 1 i I STAGGER OF a , INTERIOR of SILL ~�� `� -------- ------ "-------- WATERPROOFING SYSTEM CONCRETE `4 NOTE: SEALANT IS NOT WATERPROOFING. PRODUCT FOUNDATION WALL WEATHER WP AT CONCRETE WALL 4. WATERPROOFING MAY NOT BE INSTALLED OVER UNCURED, RESISTIVE BARRIER 5 WP AT SLAB/FND - OVERLAP PLAN 3 PENETRATION & EXTERIOR SLAB SECTION DAMP OR FROZEN SURFACES. A B C A8-01 SCALE : 1/4" 1'-0" 07171-01-48 A8.01 SCALE: NTS 07170-07-12 5. PARGE COATING IS NOT REQUIRED UNLESS THE SUBSTRATE IS VERY ROUGH & IRREGULAR. HEAD FLASHING,SEE WATERPROOFING SYSTEM METAL FLASHING 6. PREPARE ALL PENETRATIONS PRIOR TO FLASHING. UNDER SIDING AND WINDOW HEAD WEATHER SEAMTAPE AT ALL OVER INSULATION ° 7. PREPARE ALL EXPANSION JOINTS PRIOR TO APPLICATION. DETAILS RESISTIVE OVERLAPPING JOINTS ..... BARRIER,LAP ................. EXTEND VERTICAL LEG OVER HEAD ' ��t•�-.:•::.••�:•: GEOTEXTILE ` ° 8. SWEEP FOOTING LEDGE CLEAN OF ALL DEBRIS. OF FLASHING 1" FLASHING :t:y� ::...:. -.�._ �— ; BEYOND WINDOW :. :. WATERPROOFING - - ::::::. � •:•*�;• :.: I .. °.°` ° 9. IF SALT OR BRINE CONDITIONS ARE PRESENT DO NOT END DAMS AT PROVIDE 1 6�� N SYSTEM a FLASHING,FOLD AND """""" 1 _ MINIMUM OVERLAP OF FINISHED GRADE CONCRETE APPLY WATERPROOFING SYSTEM. ----- TERMINATION BAR FOUNDATION WALL SEAL LAPS : ::_: : _ ---------- ------ WATERPROOFING SYSTEM ° . . LAP WEATHER ;: FASTENED 12" MAX INSTALLATION: :::. RESISTIVE BARRIER To I PRODUCT AT ROLL END ON CENTER ° GEOTEXTILE WATER- 10. INSTALL A CONTINUOUS WATER-SOLUBLE TUBING FILLED SHED WATER, HORIZ I JOINTS JOINTS 2~MIN,VERTICAL 1 GEOTEXTILE WATER- PROOFING SYSTEM WITH GRANULAR SODIUM BENTONITE WHERE WALL MEETS ............. _- MINIMUM OVERLAP OF JOINTS 4"MIN z PROOFING SYSTEM ' -- WATERPROOFING SYSTEM ` ° � .. :•:::::r; :. � -------------- - FOOTING. - ::•::•::1:::�. FLASHING _ PRODUCT AT ROLL SIDE _' z I :::. r I „ MEMBRANE — .' 11. INSTALL A CONTINUOUS 3/4" VERTICAL FILLET BEAD OF 12 JOINTS �. I FASTEN SYSTEM WATERPROOFING SEALANT AT ALL VERTICAL CORNERS 1 MIN MINIMUM ROLL END JOINT 12" MAXIMUM ON ,' Q PRIOR TO INSTALLING WATERPROOFING SYSTEM. - ---------------- --------- STAGGER OF CENTER • . . . WATERPROOFING SYSTEM A. , q 12. WATEROPROOFING SYSTEM SHALL BE INSTALLED AGAINST D E PRODUCT BACKFILLED WALLS WITH THE GRANULAR BENTONITE SIDE uma i�Lu ' AGAINST THE SUBSTRATE AND THE POLYETHYLENE LINER 9 EXTERIOR OPENING WEATHER WRAP TYPICAL ALL OPENINGS IN EXTERIOR WALLS 4 WP AT WALL OVERLAP ELEVATION 2 WP AT CONCRETE WALL TOP SECTION SIDE FACING THE SOIL SIDE. ` + ' A8.01 SCALE : v2~=1'-0~ 07650-01-24 A$A1 SCALE : 114" = 1'-0 07171-02-48 A8.01 SCALE : NTS 07170-07-12OF ' 13. WATERPROOFING SYSTEM SHALL BE INSTALLED WITH SEAMS RUNNING HORIZONTALLYWITH SHINGLE LAP SEAMS PERFORATED PIPE • CONCRETE STEP 'I STEP 2 SO THAT UPPER SHEET IS OVER LOWER SHEET. CONCRETE 1 : : DRAIN 3'-0" ABOVE FTG °.." .�° FOOTING - SEE "�"'� ---- FOUNDATION WALL ��-' i i GEOTEXTILE WATER- . '. FORM-TIE STRUCT 14. WATERPROOFING SYSTEM SEAMS SHALL BE ATTACHED AT Exterior WATERPROOFING GEOTEXTILE WATER- WATERPROOFING •PROOFING SYSTEM PROOFING SYSTEM a ' ° LEFT IN PLACE 24" OC WITH SEAMS TAPED WATERPROOF SYSTEM Details SYSTEM SEAMTAPE ° ., .l i , WATER-SOLUBLE i a , WATERPROOFING SEAMTAPE. WATERSTOP TUBING FILLED WITH ;I r° z:: SYSTEM SEALANT °. '4 }. 4 ° ° - 15. TERMINATE WATERPROOFING SYSTEM WITH A CONNECTED IN GRANULAR SODIUM ;;s° ALL COLD POUR CONCRETE a: aQ 4 CONTINUOUS TERMINATION STRIP NAILED EVERY 12" OC. BENTONITE JOINTS FOUNDATION WALL , . c a 4 Q ° TAPE ALL SEAMS WITH WATERPROOF SYSTEM SEAMTAPE. a MAKE CERTAIN THAT WATERPROOFING EXTENDS UP TO OR COMPACT BACKFILL CONC SLAB a s ° a ABOVE FINISH GRADE. - o I ° WATERSTOP TAPERED -- TO A MINIMUM 85/o '° t r --9--.-=-----�.�_ --- ° . 4 .. �, a Q . . °: _ �.� . =------_-�---- -- _� � • CONCRETE TIE - f� ° MODIFIED PROCTOR •I 1 NON-SHRINK GROUT a BACKFILLING: DENSITY +. iJ " . . °. WATERPROOFING ° ° ' " SYSTEM SEALANT 16. INSTALL DRAINAGE MAT WITH POLYESTER FABRIC FACING _ BENTONITE , .. a 6 INSTALL FIRST • " SEAL OVER MIN CONCRETE _ SO TERMINATION ° ,Mj1V a ° GEOTEXTILE FOUNDATION WALL f-m - WATERPROOFING 17. COVER WATERPROOFING AS SOON AS POSSIBLE. '• WATERPROOFING a SYSTEM SECTION BAR a .-. . ° .': SYSTEM LAP GEOTEXTILE WATER- ° OVERLAPPING WP ° ;°•a p PROOFING SYSTEM WATERPROOFING 1$. COMPACT BACKFILL TO AT LEAST 85% MODIFIED PROCTOR CONCRETE FOOTING - SYSTEM SEALANT WATER-SOLUBLE TUBING SYSTEM FROM SEE STRUCTURAL FILLED WITH GRANULAR UNDER DENSITY. 8 WP AT FOUNDATION WALL SECTION 7 WP AT CONCRETE WALL TIES SECTION PRGEOTEXTILE OFING EWATER- SODIUM BENTONITE FOOTING/SLAB ` . PROOFING SYSTEM �-01 SCALE : NTS 07170-03-12 A8.01 SCALE : NTS 07170-06-12 v o WATERSTOP COMPACT BACKFILL STEP 3 STEP 4 a CONNECTED IN ALL TO A MINIMUM 85°l0 1 COLD POUR JOINTS �, o MODIFIED PROCTOR J WATERPROOFING DENSITY SYSTEM SEALAN a° a . ° d ° # Date Description 1°° � � Revisions March 7, 2012 a 1 Date _ _ - ° III Q .° `�� _ `..� � -• i\., RED ° Designed By JAN, TDG Drawn By INSTALL SECONDJAN - WATERPROOFING INSTALL THIRD WATER- Checked By SYSTEM SECTION PROOFING SYSTEM - 16082 OVERLAPPING WP SECTION AROUND Project Number POO" SYSTEM FROM CORNER OF WALL AND GEOTEXTILE WATER- UNDER FOOTING/ TAPE ALL EXPOSED s� CONCRETE WALL PROOFING SYSTEM SLAB AT SIDE OVERLAPPING SEAMS A8001 ' WITH WP SEAMTAPE 1�•• 6 FOOTING,INSIDE CORNER AXON 1 FOOTING OUTSIDE CORNER AXON � J Sheet Number . a � A8.01 SCALE : NTS. 07170-02-0$iz A8.01 SCALE : NTS 07170-01-08 copyright zoto m a � // this Browing /s less than 30~ x N has been reduced. Scale accordit J i C C C C 14'-011 26'- 10" A4.14 14'-0" 2'-8" 10'-3" 1'- 1" ,_4' 24'-5" 10'-3 - 2 8 - 4,_ 4._8„ 4,_8„ 4'-8" 4'-8" 4'-8" 4'-8" 4'-8 3'-6"( 22 4'-8" 4'-8" '> >V HSS4X2X1/4 � ,> E<< <<C - A8.03 HSS 4X2X1/4HSS 4X2X1/4 C4X5.4 CHANNEL ATTACHED TO J E KNIFE PLATES,GALV,PAINT, a.I DID -- SEE STRUCT y J C4X5.4 TYP,LINO SPAN TO C4X5.4, L3X3X1/4 i C4X5A TYP, LINO Otak Architects SPAN BTW HSS TYP UNO L3X3X1/4 TO SPAN BTW HSS TO SPAN i T BTW Inc. ' L3X3X1/4 TO HSS 17355 SW Boones Ferry Rd `° CID g SPAN BTW HSS HSS 4X2X1/4 8 6 8 � Lake Oswego, OR 97035 A8.02 HSS 4X2X1/4 A8.02 A8.02 DECORATIVE METAL SCREEN _ A8.02 HSS 4X2X1/4 Phone 503.635.3618 N N SIM PANEL,TYP `;' SIM i Fax 503.635.5395 i - i GUARQRAIL PANEL BEYOND - i i 18 : 18 i A8.02 � A8.02 i T A8.02 � - Ce) IA8.02 � StM MET I I i HSS 4X2X1/4 02 TO SLAB � - - - -- -- I 02 TO SLAB - - - 02 TO SLAB - - - i 113 -4" 113'-4-0 Community N iv i i FO BRICK N SEE DTL 15 THIS SHEET FOR } SEE DTL 15 THIS SHEET FOR TYPICAL NOTES 1 Centel 1 i TYPICAL NOTES r2O DECK SCREEN - NORTH ELEVATION r15 DECK SCREEN - WEST ELEVATION 5 DECK SCREEN - SOUTH ELEVATION 10330 SW Scholis Ferry RD A8.02 SCALE: 1/4"=V-0" A8.02 SCALE: 1/4!'=V-0" A&62 SCALE: 1/4"_T-0" Tigard, OR 97223 4 4 SHEET METAL ILL FLASHING i V SLOPE WITH DRIP EQ E&W1 CONT 1!4 CLEAT AT BRIC FACE I I I THIN BRICK, OVER MORTAR, TY P t3e:treaeh 12 / WATERPROOFING MEMBRANE, CEMENT Education RecreatioQ II I BACKER BOARD, DRAINAGE MAT W/GYP ------------- -------- Sim { I ; I SHEATHING AT MTL STUDS) ( i ' i FRT NAILER(S) Muslim Ebuc�Ntiotml Tht-0 i . PL 318"CAP { { I v COPE HSS TO FIT i Muslim 8 d 8}4 WITHIN CHANNEL AS ' A8.02 REQUIRED i THIN BRicK OVER MORRp R, Educational { '•: I: PL 3/8 X'1'-I"U SHAPE BRACKET TO FIT - -- rF-KAF=KIT BACKER- I LL��W/IN 8"CMU WALL W/(2)3/4"DIA DRAINAGE MAT,WRB,AND GYP { i I ; g" A307 BOLTS @ 10"OC , STL KNIFE PL 1/2X8"X1'- _71 SHEATHING Trust DECORATIVE METAL i i •. I - 0"CONNECT TO - i SCREEN I I I I HSS 5X5X1/4 AT EA C4 I : CHANNEL W/(2)3/4"DIA I I (2)#6 VERT i i CHANNEL 10330 SW SChofls Ferry RD HSS 4X2X1/4 HORIZ A307 BOLTS @ 3"OC, { { . i " 6„ ;2„ '{ y GALV, PAINT,SEE i Tigard, OR 97223 BELOW,GALV, PAINT, I I STRUCT SEE STRUCT,TYP -•--- d - - - --° - , I I C4X5.4 CHANNEL,TYP I I �� - - z . _ ,." a. - 114 a It Q Q ii • C4X5.4 CHANNEL i G • UNDER DRAIN GE MAT d-'•. ;' _ •a, LINE OF FLOOR BEYONDTyp { 02 TO SLA d i� b DECORATIVE METAL i I i� SCREEN i I _ ------- - -- ----- -- -- ' ST COLUM,GALV, $o - - N i I SEE STRUCT i j STL KNIFE PL 1/2X8X SIZE ( I I TO FIT WF BEAM. r COLUMN COVER STEEL KNIFE PLATE ATTACHED CONNECT TO C4 � TO CMU, GALV, PAINT,SEE CHANNEL W/(2)3/4"DIA i I - COLUMN BASE& STRUCT I ( A307 BOLTS @ 5"OC, i HEAD LINE I _ GALV, PAINT,SEE ,- -- SHIM AS NEEDED 00 STRUCT iO 1!4 i / \ 1/2"'OPEN JOINT I - - - - - - - - - - - - 1/4 � / HSS 4X2X1/4 HORIZ, 1/4 Ai f \ (2)SIDES 1/4 11 GALV, PAINT,SEE / SIM STRUCT,TYP i 4 L3X3X1/4 VERTICAL, GALV, i WELD TO HSS _ 0 ' - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - N t TYP 1/4 ( STRUCT,TYP BELOW,GALV, PAINT,SEE • - 'a "ra •.. •- HSS s • d <G zs• Y • `+ / 1/4 CHAIN W/2" _ 114 � • �•� . ., _ ,ti _ . _ .-. : {d •,- _,a_'•••-tea '_' DIA PIPE INLET " C4X5.4 CHANNEL,TYP TYP 1/4 STORM SYSTEM. a -• - - •+ .d•. PIN CHAIN AT TOP STL KNIFE PL 1/2X8"X1'-0"W/(2)3/4"DIA 4 E PL 3/8 STIFFENER &BOTTOM 5„ 8" 3.. A307 BOLTS @ 3"OC 5.. 8., 3„ I WF BEAM,SEE STRUCT r2�3� ENTRY COLUMN WRAP �$ DECK SCREEN CORNER $ DECK SCREEN AT BRICK GUARDRAIL F �; I} a A8.02 SCALE. 3!'=1-0 �.02SCALE, 3!'=1-0 A8.02 SCALE. 3 - 1-0 OF Exterior Details N - -- - - _J (3)HSS 3X2X1/4 W/CLEAR PANEL SPANNING 2'-6"MAX STL KNIFE PLATE BEYOND SIM - CLEAR RESIN ROOF PANELS TO CONNECTION BELOW, I - GALV, PAINT,SEE STRUCT GUARDRAIL FRAME L3X2X114 PL 3/8 ( X V-1"U SHAPE BRACKET TO i GALV,PAINTED,SEE STRUCT 15/8"MTL STUD CURB, L-- FIT W/IN 8"CMU WALL W/(2) SLOPE TOP OF CURB TO g" 3/4"DIA A307 BOLTS @ 10"OC, CO PROVIDE DRAINAGE SEE 18/A8.02 FOR SIM INFO ( I (ALL OPENDECORATIVE METAL SCREEN NGS NGS LESS THAN 4 THIN BRICK, OVER MORTAR, LAP MEMBRANE OVER WATERPROOFING MEMBRANE, 11 DIA) CEMENT BACKER BOARD AND A8.02 TOP OF WALL DRAINAGE MAT -------I zo LAP MEMBRANE OVER HSS 2 1/2X1 1/2X1/4 TOP OF WALL DECORATIVE METAL COPING TO MATCH SCREEN(ALL OPENINGS - COPING TO MATCH I I ih METAL PANEL,TYP LESS THAN 4"QlA} 3" - METAL PANEL,TYP 4 1/2° ROOFING TERMINATION I :� I I � PER MFR OFING TERMINATION DECORATIVE METAL STL BRACKET EMBED IN CMU, PER MFR I I ( . . d STONE WALL SCREEN- „ I SEE STRUCT,TYP EPDM ROOFING -- - - - - - - 5.. 8 ANGLE AT DECK I (' ( OVER PROTECTION - CLADDING 3` SILL FLASHING,EXTEND UP PERIMETER,SEE STRUCT I I I BOARD WALL;UNDER JAMB FLASHING SHEET METAL JAMB FRT NAILER(S) EPDM ROOFING OVER I: I I J I I •;*_ :I FLASHING -- - - --I - METAL PROTECTION BOARD--- SHEET �4 GUTTER,LAP OVER -� = I I _ GUARDRAIL FRAME, �„1' - I d TOP OF WALL <_ I ( z , 2x3 GALV,PAINTED - I-a _; C4X5.4 VERTICAL SLOPE 4', O ANGLE AT DECK •`a ` • •(,-I`- SUPPORT, GALV, PAINT, ANGLE,SEE STRUCT TERMINATION BAR o- to PERIMETER,SEE-, { SEE STRUCT 4 02 TO SLAB &FASTENER PER I I O .: „< i ��_,• 113 -4" � � STRUCT RECESS EMBED IN CMU I a •• L��i I ROOFING MFR---' 1 v ----------- --------------- 0 ----- --- -- SEALANT - r, CL �r ih ao a 7�� �! SHEET METAL SILL M . '% n ANGLE AT DECK I I OJ ': + v FLASHING WITH DRIP r p -r-�� # Date Descri tion a EDGE&W/ CONT CLEAT ► ( ( � 3 ; •�° TWO PIECE SHEET MTL JAMB, I � Revisions SET IN SEALANT __ ._ .- _. v PERIMETER, SEE I I 1 5/8"MTL STUD. -- __ - AT BRICK FACE I DIA HY150 W!8"EMBED 4 N STRUCT FRAMING - -- ��'., 1 5/8"MTL STUD - 3/16 I ( Q (2}#6 VERT _ -. b TYP 3/16 I I LAP WRB OVER FLUID APPLIED co STL KNIFE PL 1/2X8"X1'-0" I Date h 7th,2011 FRAMING I I I I r WATERPROOFING MEMBRANE, Wl(2)OC ( HA A307 BOLTS RED SUPPORT UNDER CONT 2XI ( I INEL TO 6 MIN ,. - PLATE),GALV,PAINT,,SEE STL KNIFE PL 1/2X8 X1 0 _ o GUTTER I ( I I STRUCT. i - , • ( � Designed By _ W/(2)3/4"DIA A307 i rl tl ih - ih I Cl) 1/4,d o I I I I I I BOLTS @ 3"OG,GALV. � PAINT, SEE STRUCT TYPi - I i JAN,TDG _ 1/4 i I Drawn By ' 114A. i i I TYP .�.��+++ - a C8X11.5 CHANNEL : ( I / 1/4 i _ ' : _ f i JAN (I I I I (( `" TYP AROUND `1' I ( ,. . ..* 11 : (CHANNEL r i I i ; rn Checked By METAL PANEL"' �•/) v METAL PANEL SYSTEM, III CIRCULAR OPENING-] - SYSTEM,TYP SIM POST TO HSS) 16082 U TYP ( I W KNIFE PL 3/8X2X6 Project Number W 4 1/2" 4 1/2" 4 1/2" �`' i -` � EE 0o RAINCHAIN I { STL COLUMN W/MTL • `'a d • '� WRAP s . .. HSS 4X2X1/4 I HSS 4XZX1/4 HORIZ,CID ' A8002 I I GALV,PAINT,SEE 11A A ` l a y, •,a C4X5.4 CHANNEL I STRUCT,TYP ai Sheet Number Q K026� ENTRY CANOPY GUTTER EDGE/SKYLIGHT CURB rl�6� ENTRY CANOPY EDGE 11 DECK SCREEN & GUARDRAIL 6 DECK SCREEN AT PANEL GUARDRAIL W Copyright 2012(C) If this drawing is less than 30•x 42",it has O ��- � � SCALE: 3"= 1'-0" SCALE: 3"= 1'-0" SCALE: 3"= 1'-0" been reduced.State accordingly. A8.02 SCALE: 3 - 1-0' A8.02 A8.02 A8.02 P.5 ` I < < 2' 5 7/$" 7 1/2" 7 1/4, 41 40 39 38 37 35 35 34 = C _ 3 ROOF MEMBRANE 71/2" 4'-41/2" 8'-9" 8'-9' 8'-9" 8'-9" 8'-9" 8'-9" 3'-91/2" 7" I I or or or METAL COPING 1 I I I or EQ (TYP) EQ (TYP) I TERMINATION BAR&FASTENER PER! ( ! i DECORATIVE METAL SCREEN 4 2 13 O A4.11 ! ! I ROOFING MF ! i I ; ! j ; i I PANEL AT CENTERLINE OF v SAMF, LAP OVER , ANGLE HANGER WRB&GUTTER _ I i r 1 c A$.03 A4.11 A$.03 O 1 i , -"- -ROOFING ' ! 1 I ! ; ! Y-COLUMN,TYP u_ , � � � � � � ATTACHED TO y _ _ _ _ _ Otak Architects TO DECK POOH ' 'TREATED 2X WOOD NAILER I ' ! ` ' ' I 6 3r 31 31 31 X 121'-2„ 1 i ! i E --f I # FILL MTL DECK CAVITY AT- ROOF [ STEEL ANGLE AT DECK PERIMETER, c I L k O OR 9 03 ROOF W/INSUL 17355 SW Boones Ferry Rd T ! _ . ! I I I TQ ECK POOL TO DECK P OL a e SWegO, 7 5 SEE STRUCT ; t I f 1 ! I ! 121'-2" Phone 503.635.3618 I I I ( i Fax 503.635.5395 (I I{ { $ - WRB, LAP OVER V/ . t TOP OF STUD F_- ---- _ --- _____--- - HSS5X2X114BTW MET A8.03 I METAL FASCIA 6 Y-COLUMN I I FO CMU,TYP i I METAL DECK CLOSURE STRIP' _ METAL DECK CLOSURE STRIP WHERE PERP TO DECK WHERE PERP TO DECK ! I m PANEL I ( HSS 6X6 v i I _ 1 5/$"STEEL I Communit C4X5.4 CHANNEL ! STUD FRAMING I - - - - MTL TRUSS OUTRIGGER y COL,SEE ; �^ ATTACHED TO Y- I (STL BM AT SIM) = " STRUCT I t SHEET METAL I I 1 UMN AND GUTTER,SLOPE TO SPRAY APPLIED INSUL AROUND Center N I GER AT STL BM,TRUSSES,&STUD A8�3 { { DRAIN SPRAY APPLIED INSUL . _ 10330 SW Scholls Ferry RD CAVITY EXTEND TO UNDERSIDE rY 22 i i 17 7 3 2 I i• DS BEYOND AROUND TRU SES& i - OF DECK Tigard, OR 97223 STUD CAVITY EXTEND TO 00 A8.03 ! ! A8.03 A8.03 A8.03 A$,03 0.040 BREAK METAL SOFFIT PANEL ' i I I I UNDERSIDE F DECK - _ .- - • , - , _ _ . I I i MTL STUD SOFFIT I I I DS BEYOND ---- L --- --------- -------- --- i FRAMING = _ _ _ "`���✓✓✓ --- ------ -- --------- ----- - -------- -- ------ --------- ------- J I � EMBED PLATE BOLTED � - - - - - - - - • fmGw I DECORATIVE METAL TO Y-COLUMN CMU _ 1 Outreach 0.040 BREAK METAL MTL STUD SOFFIT FRAMING SCREEN PANEL,TYP EMBED, - MTL TRUSS OUTRIGGER - .�, I Education Recreation 7 1/2" ! 7" I ( 7" I I C4X5.4 CHANNEL I I I b SOFFIT PANEL ' TYP (STL BM AT SIM) ALIGN BO SOFFIT AT ALL ATTACHED TO in I PERIMETER WALLS I - BOTTOM PLATE, I ItNSliYria�blCclfiJNd1 Tt trst HORIZ TS&Y-COLUMN I: BREAK METAL PANEL TO t ' m AT TOP - - - - - - - 01 TO SLAB ( MATCH SOFFIT PANEL : M t�S I 1 i 1 100'-p„ _ I i ( ; • , -._ ,- -, EXTERIOR MTL (3)SIDES ' SOFFIT PANEL 114 „ _ Educational K03o POOL SCREEN - WEST ELEVATION Y--Qco�UMNs To BE SCREEN AINTEa AND - ------ --�I ! - Trust A8.03 SCALE: 1/4"= 1'-0" METAL SOFFIT PANEL, Ii # : . TO SUPPORT I { 10330 SW Scholls Ferry RD L 6X6X1/4 HANGER ALIGN BOTTOM OF PANEL I� = r C 4X5.4 CHANNEL, { ; Tigard, OR 97223 W/BO OF STL(SEE DTL 4 II , # REF SCREEN ELEV. THIS SHEET) i I:• >' COPE ANGLE AS I 114 4 P.2 P.3 P.4 P.5 14 I ' - REQ'D&CONNECT I TYP 1/4 4 • I TO Y-COLUMN _ ,- „ ,_ „ „ ALIGN BO SOFFIT AT ALL I : ' SCREEN DECORATIVE MTL 7" 4 5" $ 9' 8'-9 4 4 1/2 1/2 PERIMETER WALLS HEIGHT OF ( I I EQ(TYP) EQ(TYP) I SET AT TRANSLUCENT WALL i ! STL Y-COLUMN PANELS) O O i TRANSLUCENT WALL I 3 112„ 5" U_ - - - - - - " - TQ DECK/PO00�� PANEL I • 121'-2" - _ POOL ROOF EDGE KO*4� POOL SCREEN HEAD A8.03 SCALE: 3"= V-0" A&03 SCALE: 3"=T-Y' PL 3/8"X6"X0'-11" 4 I P.5 STL Y-COLUMN BEYOND P.5 1 112 TRANSLUCENT •"_• " ' k - _ _ _ •' - ' '`- -• id• -..•,e' "Y, C4X5,4 CHANNEL i I PANEL v. ! No '• p I TRANSLUCENT WALL III � PANEL SUPPORT 7 1/2„ 5 PL 1/4"X6"X0'-9" _ *`+d .• •,, /. . - CONNECTED,TO HORIZ TS •+`• I ( I I CHANNEL W/(2) I { I ' a CONNECTTg I 112"DIA A307 THRU ( { { WRB, LAP OVER MTL I = _ « ; a •p Y-COLUMN BEYOND I BOLT @ 3"OC I I 3/16 I 711%2" 3/16 TYP FLASHING a ( ! ._ 4 :` a :: '4HSS 5X2XI/4 ! 4- .d • .- • I PANEL EDGE Y-COLUMNS BTW ; I WRAP OPENING W/SAMF I -d • i DECORATIVE METAL `;=':. .. PL 318X3X4 1/2 W/(2) 1/2' SCREEN I { ( I 114 TYP SANDED CAULK W/ i I { { 1/4 DIA A307 BOLTS @ 2'OC WEEPS 24 OC I I; I - SHEET METAL THROUGH I { r WALL FLASHING W/DRI4. P ATTACHMENT AREA, EDGE - - --' --=------ I I I NOPATT N -- - ER - #- -------- --------- --------- -------- --------- -------- I C 4X5.4,BOLT TO STL ( ! _FTO[ N 0.040 BREAK METAL DRIP PLATE FOR MIDSPAN I t M FLASHING i � o - SUPPORTlo � � WRAP RIGID TYP 5/16 °`� ° INSULATION OVER SEALANT I 3/8" "' CMU SILL,TAPER I I 5/16 TOP TO CREATE REAK MTL, HOLLOW ALD R FRAM I 01 TO SLAB TYP 1/4 SLOPE i i { I _ OV R PLATE O LOW MET OO E - - - - - - - , LA/11 100'-0" PL 3!$X6X61/2 W/ I L 3X3X3/8X6 EA SIDE f I 'I• :.( {. TL STUDS,SPRAY W/(2) 1/2"DIA THRU �- -� NOTE:ALL STL FOR SCREEN FRAME AND BOLTS @ 3"OC (4}D S DIA X 5" i I OUD CAVITYLATION AT HDD STUDS @ 3" I ! •' ' Y-COLUMNS TO BE GALV&PAINTED, SEE OC EA WAY i DETAIL 30 THIS SHEET FOR TYPICAL 14 8 _g• Jr 811 3 1 1/2'` r28'� DOOR HEAD r23 POOL SCREEN - NORTH ELEVATION! NOTES&DETAILS 13 PANEL EDGE $ POOL SCREEN HORIZ INTERMEDIATE 3 POOL SCREEN SILL r. : DAR u �.03SCALE: 3"=V-0" �.03SCALE: 1/4"= V-0" - A8.03 SCALE: 6"=1'-0" �_03SCALE: 3"=T-0" A�.03SCALE: 3"= 1'-0" r TRANSLUCENT PANEL FRAME BRK MTL TRIM TO MATCH 41 37 36 WRAP RO W/SAMF TRANSLUCENT PANEL FRAME 3 1/2 MTL STUDS, FILL W/ x/ e EXPOSED GROUND FACE CMU # - --- - BACKER ROD&SEALANT Exterior JAMB - ! ,• •-- - SPRAY APPLIED INSUL 71/2" ! I I Details SEALANT a 'd 4 - _ - •FILL END VOID WI d: i •„_ � 6;* •,SPRAY APPLIED HSS 6X6 COL, REF PLAN STL Y-COLUMN - - - - INSUL '• '' ; EK/ i:r> - - - -- - - - - t y " -1 I- - - I- - I I' a I d HOLLOW METAL FRAME d • . HSS 6X6 I -I i I I I I �) COL SEE I _ a STRUCT - - - I-- - - P.5 - -I �) r) I - - - P• - -�- - - - - P.5 { I 5 P.5 _ y ;`. d• /.TRANSLUCENT PANEL CORNER BATTEN I ( I HSS HORIZ ABOVE d BENT PL1/4X2X4X0'-6" - - - - L- - - ( •� (3) L4X4X1/4X0'-6"@ EQ a I� F.P. SPACING, USE C4X5.4XGONT CONNECT PL 1/4X6X9 CONNECT TO -- - J A307PIL 4THRU BOLTS @DIA ERECTION BOLTS AT TO BENT PL W/ 2) 1/2" CHANNEL W/ 2 1/2 DIA OC - �- -_ - CONTRACTOR OPTION DI ES THRU BOL @ 3"O EM I! ; A A307 THRU BOLT A307 T C _ 1/4X6X0'-6112" @ (3)SID I BED 3„OC 3/16 (3)SIDES C 4X5.4 VERT CHANNELS I PL, : ��------ ------ ----------- SEALANT F 3116 _ W/(2)5/$"DIA A307 THRU SEE - _-- ---- d' L 3X3X3/8' N C4X5.4 CHANNEL s p: XCONT I 114 DECORATIVE METAL SCREEN FRAME BOLTS @ 3"OC 3/A8.03-/ f ` SCREEN PANEL,ATTACH :_ • i_r 1/4 LAP SAMF OVER WRB W/SST SELF TAPPING ? • ' 4 4 , _ . s A" DECORATIVE METAL SCREEN DECORATIVE METAL SCREEN ' I SCREW W/RUBBER Q Q C� Q DECORATIVE METAL SCREEN DOWNSPOUT W/STRAPS C4X5.4 CHANNEL BONDED SST WASHER PANEL,A - ._ PANE PANEL,AT L I EQO'VER-SCREEN SCREEN FRAME TAPPING SCREW W/RUBBER TAPPIN�!S�C EW W/RUBBER d 4• ° TAPPING SCREW W/RUBBER NOTE:ALL STL IN DETAIL BONDED SST WASHER BONDEWASHER BONDED SST WASHER I GALV&PAINTED 7" 27 DOOR JAMB 22 - OOEC'REE -CORNER r17 POOL SCREEN INTERMEDIATE SUPPORT 12 POOL SCREEN INTERMEDIATE SUPPORT 7 POOL SCREEN DS 2 POOL SCREEN JAMB A&03 SCALE: 3"= V-0" A8.03 SCALE: 3"=1'-0" A�_03SCALE: 3!'= V-0" A8.03 SCALE: 3"=1'-0" A8.03 SCALE: 3"=V-0" A8.03 SCALE: 3"= 1'-U' 61. D 2 - EXPOSED GROUND FACE CMU ` JAMB WRB,LAP FLASHING 6"MIN i I I 1,-9„ { I tI3„ 2,_2„ I QIL a •` SADDLE FLASHING I( ! - GUARDRAIL ATTACHED a HOLLOW METAL FRAME I - - - - ( C _ 4" TO STEEL STRINGER, v = SAMF AROUND STEEL BEAM I b # � ATTACH TO SLAB AT C . + ,r` A• + ... • I ALL GUARDRAIL OPENINGS # Date Description "' ALL AROUND I TO BE LESS THAN 4"CLR Revisions BACKER ROD&SEALANT { i I BOTTOM i III 2"DIA PIPE OUTLET TO \` �� ANGLE SUPPORTS FOR o , - -• ,d _ _da: " I I TREAD ATTACHMENT `� r•= CANOPY ANCHOR RAINCHAIN.GALV&PAINT March 7th,2011 - STEEL STRINGER Date T F- _ -:• d •••;•. :-_, _ .; y BOLTS,SEE STRUCT I - - . ,• STEEL CANOPY SUPPORT(GALV • STEEL STRINGER a "- I I I &PAINT),SEE STRUCT,TYP ai .� a SEALANT I •: a RED - METAL ROOF p iI { {I L PE STEEL CHANNEL CANOPY PRECAST CONCRETE o iI g 1/2" I °7 2 FRAME(GALV&PAINT),SEE TREAD&RISER PRECAST CONCRETE Designed By TREAD&RISER A4.15 STRUCT M JAN,TDG RADIUS NOSE 1/2"MAX Drawn By CLIP ANGLE W/ L - - --- J 1 GUTTER(GALV&PAINT):SEE •:4 Q co ANCHOR BOLT .�W- JAN 03 STRUCT STEEL ANGLE SUPPORTS O Checked By ~' I { FOR TREAD ATTACHMENT ~ I '~---0.04p BREAK METAL JAMB w U METAL ROOF,SEE STRUCT I FLASHING -- U) Lo 16082 v II STEEL CHANNEL, --II ♦ __ ,A - - _ w ii GALV PNT, SEE II 'a BACKER ROD&SEALANT STRUCT II -d •.d Project Number II - c� II LAP SAMF OVER WRB I - - �-." - D • j o it STEEL CANOPY SUPPORT, II - - CD GALV PAINT SEE STRUCT I{ �C- v I SEE 6/A8.03 FOR ADDITIONAL � A8m03 11" NOTES&DIMENSIONS Sheet Number Q 26 21 16 STAIR TREAD STAIR TREAD DOOR JAMB CANOPY SUPPORT SOUTH CANOPY PLAN W Copyright 2012 CQ 0 „_ „ „_ _ SCALE: 1 1/2"= 1'-0" SCALE: 1 1/2"= 1'-0" If this drawing is less than 30'x 42"it has �.03SCALE: 3 - 1'-0 A8.03 SCALE: 3 - 1-0" \A1.03/ SCALE: 1/2"- 1'-0 A&03 A$.03 been reduced.Scale accordingly- 1. . FRT WOOD 1 = i I I . - - ROOF FLASHING MEMBRANE NAILER11 - - - + _ i FRT WOOD NAILER &BONDING ADHESIVET ,WRAP - ; ; ' % c c C C_ I + I OVER TOP OF WALL - - - - 1 • I It PREMOLDED FOAM OR - ROOF FLASHING MEMBRANE - , , _C: C C . - I , " ,� NEOPRENE PAD ( &BONDING ADHESIVE, ROOFING UNDERLAYMENT, .i 1I - - WRAP OVER TOP OF WALL °' '� . 1 II BACKER ROD&SEALANT LAP OVER SAMF J J j .y . -:,^ .i 1. I T_. I :::::::::--<-F--! ii WRB, LAP PAST CORNER 12" D "- `moi{ . �; -, , DD 0 - - ' '' II EA SIDE FLASHING,EXTEND UP ROOF ��i i /. Otak Architects I I - - . 1 IN - _ -- - . .. 4- i11 SSE ROOF - -== - - - - - __ - -- TOP OF WALL _ ------ --__=__=_- 2,M _ • = - Inc , I i II r=== ------------- - SEE ROOF PLAN . _. I 1 a/ - I' PLAN , ' I' — - 4 17355 SW Baones Ferry Rd ! I , ,I I, ! - I -- I r� To sTL�(DOME�_ rY P1 I V!////" �; lJiI 11 I 1: . !; _ I — — Lake Oswego, OR 97035 ! ,I METAL I I Phone 503.635.361$ I ( STANDING SEAM METAL ROOF FaX 503.635.5395 1 I i 4 - , COPING W/ , ' ` I METAL COPING WJ ,E CONT CLEAT I I _ I PANEL TERMINATION PER ! , CONT CLEAT 1 ( ROOFING MRF �L_____________ _- __ �1 - , _ {M.2 - > 8" WRB, LAP OVER SAME& SLOPED TOP SLOPED TOP 00 MTL FLASHING I I I CMU JAMB _ - 2318"i I 11 1 p it i ` - �'•- - - . • , WRB,LAP OVER __;_ _ , ,A4,' SAMF, LAP OVER MTL I M >I z n FLASHING 1 HOLLOW METAL FRAME N _d; , : •• CURTAINWALL FRAME SAMF II I _:; ; `' r" -• 1 I-i i _ «� M -^ av, . IH1 7 co - - �. . -•� - � V1 - :•° a MTL FLASHING �' `� � c c �' °, ; ; " - ' ,a DRAINAGE MESH it I i , ; - 1 Sig" -J ' ; 1 f „ < < . a ALUM PLATE BRACKET -�• 1 •`'• i1 6` > > %- ~`�� = 51a d� II + ! -, . DRAINAGE MESH - i �` ` bt SEALANT `• �'•. ATTACHED TO MTL FLASHING I , q" a jl - 'D " - . a CURTAINWALL SYSTEM !f 11 '• ' SILL BRICK BRICK GAP OtaIC Architects i I I - ,.,_; �I 1"WEEP @ 24"OC MIN i1 --T" Inc. �-� - 1°WEEP @ 24"OC r - - - - - A ;1 17355 SW Boones Ferry Rd t_2�- ,- _ MIN full - ,I !GALV STEEL ANGLE i) Lake Oswego, OR 97035 is I BRICK LEDGER4 ! Phone 503.635.3618 , ; I 314"CHAMFER N l ! - Fax 503.635.5395 _ - -- 2x2 1/2 TS VERT SUPPORT,BOLT TO ` M I i , - - 1--__-------------- BRACKET W/SST THROUGH BOLTS _ (NEOPRENE WASHER BETWEEN r- - � . ALUM&STL) N I STEEL ANGLE BRICK LEDGER DECORATIVE METAL I BACKER OD& 11 Sig.. 118"GAP BETWEEN PANELS SCREEN PANEL SEALANT ,$ MET LAP SAMF OVER WRB I 4112" 2 318" BACKER ROD&SEALANT 3� - [a- SUPPORT BRACKET GROUND ACE ]:� ATTACHED TO BOTTOM FACE PROJECTED BRICK - Community DECORATIVE METAL SCREEN PANEL, 1/2" CURTAINWALL I- - OF LINTE - I . ATTACH W/SST SELF TAPPING SCREW � FRAME - - WI R BER BONDED SST WASHER - ente� 30 DOOR JAMB 25 NOT USED 20 'WINDOW JAMB GYM 15 WINDOW HEAD GYM 10 WINDOW HEAD BRICK / MTL STUD WALL 5 SPECIALTY BRICKS 10330 SW Scholls FerryRD A$.05 SCALE: 3"= V-0" A$.O5 SCALE: 12"= V-0" - A8.05 SCALE: 3"=1'-0" A8.05 SCALE: 3"= V-0" SCALE: 3"=1'-0" A8.05 � A8.05 SCALE: 1 112"=1'-0° Tigard, OR 97223 GROUND FACE SIDE AND FACE OF CMU JAMB go 81. is 10 8" ( . I GYP BD SILL BELOW 47/9- 1 _ ' - I - - 917/8" - - t 6 i 11 BACKER ROD&SEALANT 1.11 1 6 6 i ° ` WINDOW SYSTEM,SHIM AS _ e Outreach COVER PLATE - . , :; REQ'D , WRB,LAP OVER i - ° •_ Judueation it€crentioa WINDOW SYSTEM,SHIM . SAMF 1 ; - \ . ..; - ­ . : I ! SAMF, LAP q 4 I Mvish*M E`111C21tioNml Thist . OVER LEDGER I - I i LAP SAMF OVER WRB d, t r a WHERE CMU IS COVER W STL COLUMN,SEE i _ ` I Muslim STRUCT I I r BACKER ROD&SEALANT ( DRAINAGE II DOOR SILL SET IN SEALANT WRB, LAP OVER MTL % I I = - I MESH FURRING&GYP BD, PROVIDE FLASHING I ;-, BACKER ROD&SEALANT - I . " 'a: °a; !� it j ;GYP BD WRAP AT HEAD , Educational MTL SILL PAN FLASHING SET 1 WEEP 24 1 q, , a IN SEALANT - - -. - - - - - i I I I OG MIN @ II i r ' I IN ( �o 1=' DECK MEMBRANE FLASHING WRAP OPENING W/SAMF _ I M.2 - - - I ' Il ±,'"•- I , I TI .1St PER ROOFING MFR - M'2 SANDED CAULK W/ "� i I ' I it h I 10330 SW Scholls Ferry RD l! I h-_--- - -,- I I'- I Tigard, OR 97223 , - a .` ' __ 4, `a . _ _ WEEPS 24"OC -- cq I 11 - 4• . a • .` '°� I 0.040 BREAK METAL JAMB CLOSURE---�� ( - ► i - - - - - � • . •:; METAL HEAD FLASHING I L - - --_ - -- �' 1 °+ , ( _° " ° • I _� W/DRIP - - `'' ••'.i':':r.' ALUM PLATE BRACKET ATTACHED - COSMETIC SEAL '_ ; -~ _ TO CURTAINWALL SYSTEM `� I I , I- --- - .;. b', STEEL ANGLE _-•, - BREAK METAL COVER PLATE - . - - CURTAINWALL COVER - Q I BRICK LEDGER, - - - A - " N 1x2 1/2 TS VERT SUPPORT, BOLT `' 0.040 BREAK METAL JAMB I ., a, - ; ;•a :;. SILL PAN FLASHING BELOW I CAP TO BRACKET W/SST THROUGH CLOSURE SET IN SEALANT& GALV - .. o •"• BOLTS(NEOPRENE WASHER FASTENED TO BRIGK 1 1 i BACKER ROD& .::.: "s= . . ._,. :- STONE SILL BELOW BETWEEN ALUM&STL) 1 SEALANT WHERE EXPOSED CMU �._ , _ BACKER ROD&SEALANT 51/2" - . - a n ,, d.'".,1. I DECORATIVE METAL SCREEN PANEL, SAMF,LAP OVER WRB i PROVIDE GROUND FACE 1 I i : .„ ' - �`: . ATTACH W/SST SELF TAPPING SCREW , I BOTTOM&FACE OFLINTEL W/RUBBER BONDED SST WASHER - - NOTE:NO DECORATIVE K*29 DOOR THRESHOLD AT DECK 24 Window Corner Mullion 19 WINDOW HEAD STONE / MTL STUDSK014 WINDOW JAMB GYM SCREEN AT SIM 9 WINDOW JAMB BRICK / MTL STUD WALL' 4 - WINDOW HEAD BRICK / CMU WALL A$.05 SCALE: 3"= 1'-0" �_05SCALE: 3"= 1'-0" /4$•05 SCALE: 3"= 1'-0" A$ 05 SCALE: 3"= 1'-0" A8.O5 SCALE: 3"= 1'-0" A$•05 SCALE: 3"= 1'-0" ' . 5, GROUND FACE SIDE OF CMU _ r-_ ry _ /*,` STONE SILL BELOW - - �M.2 - - JAMB WHERE CMU IS EXPOSE I-r-- - - - - . �M.2) - 2 al 318' 9" WOOD SILL&APRON WRAP JAMB W/GYP BD WHERE. ( 9 I BELOW r, t. ,,--�--' �--•rte-: WALL CMU IS COVERED W/ l 11 FURRING&GYP BD ;°` DOOR THRESHOLD,SET IN WINDOW SYSTEM, SHIM . • °' - BACKER ROD&SEALANT WINDOW SYSTEM,SHIM WINDOW SYSTEM,SHIM I I a SILL FLASHING BELOW AS REQ'D A5 REQ'D AS REQ'D I I . - ,=. ` SEALANT I WINDOW SYSTEM,SHIM AS _- 'I s REQ'D ALUMINUM �- L , - WINDOW SYSTEM ( EXPANSION PLATE - - . ".'I _ , 4 . ° ' BEYOND I / - 0ALUMINUM SEALANT& OVER 2"EXPANSION BACKER ROD&SEALANT ;d'., _,,� ;. ; 1 THROUGH WALL I ._•, - - EXPANSION PLATE BACKER ROD _ •' • . ` I) BACKER ROD&SEALANT FLASHING SET{N SPACE BACKER ROD&SEALANT "f J I THROUGH WALL OVER 2' EXPANSION I FLASHING SET IN SPACE _ ii SEALANT >�:: I J-11 SEALANT ALUMINUM COVER INSULATED I 1 CONCRETE PLATE GLAZING UNIT 11 WALK,SEE CIVIL I I' i i ' CONCRETE iI _ „,,...�_ r- I I � ! I WALK, SEE CIVIL - I 11 I ! '� -�' I i i I i - INTERIOR CORNER 11 01 TOS B i ' - _ - , - a •,_, MUL N --- 100 - _ _ ° I II 100'-9,-­- - •,' - • - - _, a_ - d= _Is' �i f COSMETIC SEAL _ d:•- oa i I ; '`a` a 4 T L-------- ------ - COSMETIC SEAL - - - ' -. Q. *:= . .a; COSMETIC SEAL 0.040 BREAK METAL JAMB ••. N C III 0.040 BREAK METAL JAMB ,d ! = 00 FLASHING SET IN SEALANT °° .; d ii FLASHING " - ;4 ! a : : . 4+ _ ," ' 0,040 BREAK METAL JAMB ._ d- .a! _ . _ WINDOW ) 17. ..' . _ ., : - ; ' -4• SAMF,LAP OVER WRB - . d. 1 _ - '+ , v.•'' . SILL BELOW I 11 a - i i . •` a .' a y v FLASHING,SET IN SEALANT& ' - 28° 11 LAP SAMF OVER WRB FASTENED TO CLOSURE BRICK JAMB CLOSER BRICK c a = b y : I j r' a"- •a SAMF,LAP OVER WRB "- 1j E BACKER ROD&SEALANT EXPANSION JOINT FILLER 9 ' .� _ 11 Iii' t�d EXPANSION JOINT FILLER) "' "� . Ili . ' • ; d' da ` JAMB CLOSER BRICK n n.it • - "� • , . d y 56° iii .: ' , ' U3 klu r28*� DOOR SILL GYM 23 Mirhab Corner Mullion 18 WINDOW JAMB MFR STONE 1 MTL STUDS 13 WINDOW SILL GYM $ WINDOW JAMB BRICK / MTL STUD WALL 3 WINDOW JAMB BRICK / CMU WALL Ik � , - �_05SCALE: 3"= V-0" A8.Q5 SCALE: 3"= V-0" A$.05 SCALE: 3"= 1'-0" A8.05 SCALE: 3"= V-0" A8.05 SCALE: 3"= V-0" A8.05 SCALE: 3"= V-0" 1 . F - WHERE CMU IS COVERED W/ FURRING&GYP BD, USE 8X8X8 CMU SILL W/0 CHAMFER, EXt�fI�C' _ - INSTALL WOOD SILL&APRON I �i _': (SEE SIM DTLS THIS SHEET) . . _,. WINDOW SYSTEM, ' BACKER ROD&SEALANT I Details SHIM AS REQ'D WHERE CMU IS EXPOSED - WINDOW SYSTEM,SHIM BACKER ROD& PROVIDE GROUND FACE CMU \`' - AS REQ'D SILL W/CHAMFERED EDGE, DOOR THRESHOLD,SET IN �" � 1. ''' ", SEALANT 5 -':' WINDOW SYSTEM SHIM "' SEALANT =`• AS REQ'D WD SILL& 8X4X8 12 `�;,:' THROUGH WALL - ` - APRON,STAIN SAMF, LAP OVER WRB BACKER ROD&SEALANT FLASHING SET IN SHEET METAL PANEL ;. BACKER ROD&SEALANT I SILL PAN SEALANT SOFFIT W/DRIP AT -1 j: 11 - BACKER ROD&SEALANT - FLASHING SET IN CONCRETE INSIDE EDGE -- -- I SEALANT, MATCH - F __ __- - - I MTL SILL PAN FLASHING SET WALK,SEE CIVIL \_ I IN SEALANT- SILL FLASHING SET IN WINDOW FRAME _ - SEALANT FINISH I GYP BD SHEATHING,SEAL I r _ ALL EDGES WITH SELF DECK MEMBRANE FLASHING, SILL BRICK lI ( I I • COSMETIC SEAL PER RO i ( J _ii ' 11° ' ' • d•. .tla MEMBRANE, P - ----_ __- --- SI CK _ _ - _ ! $ ADHERED FLASHING OFING MFR •° . M E'er -- -�_ - v , , I Q LL BRI �i - •:- " . _ 0.040 BREAK METAL JAMB - . - - :_ II - 1 I'. I I _ _ WEEPS AT 1 `q. •:. 4, °~ °'- _ ,1 +, �a I ,o- •4 - ^ II FLASHING 1 ; ,. , , °-::^ -� 1, I .. / 1 24"OC i ! °• e d ,. ,4 '., t- LAP SAMF OVER INNER r. .. A J 1.�. I - _ _ I q , a° _ 1 , , 1, - 6° - . `• BACKER ROD&SEALANT ,. ;; _ , - 1 1 t3_ n > ; . •;- , • , LAYER WRB I - ,.a• 'z w_� . , a • - , ,_ -�: - SAMF,LAP OVER WRB ! i F 1 ', - I - _ , M n ` EXPANSION JOINT FILLER_ =- d. • :, LAP OUTER LAYER WRB • • -' -'. - ,,-;,. , S . I • ''q OVER MTL FLASHING d 8„ I I •'d-' - . ,e, i e •• 8„ r ^ - ' - „ _ 27 DOOR THRESHOLD 22 WINDOW HEAD 17 WINDOW JAMB MFR STONE / METAL STUDS rl2 WINDOW SILL 2ND FLOOR DECK 7 WINDOW SILL BRICK / MTL STUD WALL 2 WINDOW SILL BRICK / CMU WALL - � A8.05 SCALE:-3"= 1'-0" - �_05SCALE: 3"= V-0 A$.05 SCALE: 3"=V-Y' A$ 05 SCALE: 3"=V-0" �8.05 SCALE: 3"=V-0" A8.05 SCALE: 3"= V-0" ALUMINUM TILE EDGING 20 - 1/8" DOOR THRESHOLD,SET IN - - SEALANT M WINDOW SYSTEM - - WINDOW SYSTEM,SHIM � BEYOND BACKER ROD&SEALANT BACKER ROD&SEALANT WINDOW SYSTEM,SHIM AS AS REQ'D otr ' # Date Description THROUGH WALL BACKER ROD&SEALANT REQ'D LO BACKER ROD&SEALANT Revisions N FLASHING SET IN WINDOW SYSTEM,SHIM AS REQ'D WINDOW SYSTEM, o SEALANT I WINDOW SYSTEM,SHIM AS SHIM AS REQ'D - BACKER ROD&SEALANT March 7th,2011 . N \ .ENTRANCE GRATE REQ'D r SAMF,LAP OVER WRB OVER CONCRETE SILL PAN FLASHING SET IN 1 SILL PAN FLASHING SET - SILL PAN FLASHING SET IN i Is- Date LAP SAMF OVER WRB SEALANT,MATCH WINDOW IN SEALANT,MATCH SEALANT, MATCH SILL PAN FLASHING SET IN iv WALK FRAME FINISH WINDOW FRAME FINISH ' F WINDOW FRAME FINISH SEALANT, MATCH WINDOW RED 6 01 TO SLAB SILL PAN FLASHING SET - - FRAME - n - - CONCRETE WALK,SEE - 140'-0" IN SEALANT 1 CIVIL - - ra 02 TO SLAB - r - - - 01 TO SLAB rb .1 - Designed By - a- - • " '_ _ $' •: SHEET METAL SILL -- MFR STONE SILL I „ - _ a f - , �r Ii 01 TO SLAB 113'-4 L, ,Q.r 10p _0 I JAN,TDG . .f :a.' - • - , _ d _ °' i, .' w,: 4- / _ ;•°. I _ ''-i 100'-an - I --.•'- _• - -q - .I I d • j •,' � - a w a _ : . HIGH TEMP SAMF - r I I , - I d Drawn B i n ' - a' �„r I - _ ..t ,: a ILL BRICK I X,:) a, y • • _ - . OVER GYP BD -1 I0. _ .. S K-�. I _•:. - , SILL BRICK-�.% , _ I! .: n a'' i .' 1 - 1; - �. .' �. a a 1 I '. a AT I SHE HIN rr - - - _ :.." _ _ . ,,. - ' I ._ .. .� -1. . - _`a-' .' _ 1 _ - -•• p •," - _ _ •1' _. �_ , - - JAN + t r _ I ! FULLY GROUT I . '. a. - f 11 I ' . - 12 I - A • I Checked By • .• I _ a ..4'' 4 e• d I Q� - 'w` - _ i •: r •. AVITY EL W r e 1 C B O -1' ' 1 n'_ .• ° LAP SAMF OVER WRB ! I '4 _ :a I 'a -I! - EXPANSION JOINT FILLER S :,:. , L v ( d - _ .; LEVEL OF 01 SLAB ; - 5 r I :I! I 0 a _ 16 82 C.7 1 - I a EP `a WE SAT FLA HIN - - S G - c 1 r2. a I _ _ r - 24 OG - rTT 7 . Project Number ,. W . .o- r I .q' 1 3 1 1 1 3 4 7 8• 1 1 718" -1! �• - .a. ! a _ a ,- '��' i ter- - - I � I � 1 71 rr �• 1 . 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Q I4 17355 SW Boones Ferry Rd INTERMEDIATE ROOF FLASHING MEMBRANE& ry VERTICAL SUPPORT, BONDING ADHESIVE,WRAP Lake Oswego, OR 97035 GALV,PAINT. OVER TOP OF WALL CONNECT TO HORIZ METAL COPING W1 CONT CLEAT Phone 503.635'361$ - ANGLE W!1/2"DIA Fax 503.635.5395 L2X3X1/4 EDGE A307 BOLT VERTICAL SUPPORT, ====_=_=— -- VERTICAL METAL SCREEN Ii GALV, PAINT,TYP WRB,LAP SAMF 6"MIN — PANEL,ATTACH W/SST SELF MET TAPPING SCREW W/RUBBER MEMBRANE FLASHING& BONDED SST WASHER i BONDING AGENT PER ROOFING I A8.06 SELF ADHERED MEMBRANE ` MFR FLASHING(SAME) iI � ` • - • ' � Community METAL THRU-WALL SCUPPER& it �' I FASTENER PER ROOFING MFR DOWNSPOUT ,I f Center K`20� DECK GUARDRAIL - OUTSIDE CORNER 15 NOT USED ;I _ 10330 SW Scholls Ferry RD A$.06 SCALE: 3"= 1'-0" �.OSCALE: 12" i MERE SEALANT PER ROOFING Tigard, OR 97223 FASTENERS PER ROOFING MFR FRT WOOD NAILER L2X3X1/4 GUARDRAIL FRAME, SEE ROOF PLAN, 10'-0"MAX GALV&PAINT MEMBRANE FLASHING& BONDING AGENT PER ROOFING - - - - - - - - - - - - - - - - - PREFINISHEp MFR outreach TYP 3l16. LOUVER PANEL PROVIDE PITCH POCKET AT )education Recreation SCUPPER AS NEED TO ALIGN W/ L2X3X1/4 GUARDRAIL FRAME, INTERMEDIATE CMU COURSING Muslim E >acAtionl7s�+is# GALV&PAINT L2X3X1/4 VERT SUPPORT - - - - - - - -- - - - - - — SUPPORTAT L2X3 STL GUARDRAIL POST, CONNECT TO PLATE BAR W/ z SCREEN OVER 6' — — ——— — —— — — (2) 1/2"DIA A307 BOLTS @ 3" -- - Muslim GALV&PAINT OC a- i •, -' :, - STL FLAT BAR GUARDRAIL - u_ 0 GALV STEEL TUBE, I. Educational POST SUPPORT ATTACHED TO SEE STRUCT,TYP li - ROOF DECK,SEE STRUCT r w Ii Trust GRAVEL BOARD- I � 4 uWi 'd �'fi SHEET METAL EDGING IZ �✓ 02 TO SLAB n w — SELF ADHERED MEMBRANE Ii 10330 SW Scholls Ferry RD - — I� <.'.113'-4" lit M FLASHING(SAMF) I� Tigard, OR 97223 0 8 I •¢" °~ :•a. WRB,LAP SAMF 6"MIN LID U ; PAVER PEDESTAL = _ _ _ ; _TO STL & - - - - - -- - -- - - - - STAINLESS STEEL 8 ' — I CLAMP AROUND 11( I I I I I I I I 1( ( ( POST A8.06 f 1 i i ROOF MEMBRANE i FLASHING FLAT BAR 0.75X2 - - - -- - 1/2 @ 4'-0"OC. 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TERMINATION I ADHESIVE - ° r BAR '�� k'Xyx i GAUGE ANGLE AT TOP OF WALL ;d _•._ MFR I ROOF TERMINATION TO SUPPORT SKYLIGHT,SLOPE , PER ROOFING TOP OF CURB 1/2"/F I 17 D'EC K GUARDRAIL AT PARAPET 4 :- ' • ' ROOF EDGE - I SHEET METAL WALL PANELS AT ° =:n FLASHING PER L POOL&MULTIPURPOSE ROOM �_06SCALE: 3"= 1'-0" s MFR z � i + - PRECAST ui rr TO DECK(POOL) , STL FLAT BAR m STAIR TREAD 0 i 121 2 GUARDRAIL POST(TOP g PEDESTAL PAVER � OF RAIL 48"AFF) iv O SEALANT 0 02 TO SLAB OLI ` :. • . 113'-4" 2 SKYLIGHT CURB �r r : 4 SCALE: 3"= V-0" \ TO STL „ — — — o - \ T \ WELDED PLATE \ EDGE SUPPORT, _ GALV,PAINT, SEE ROOF ACCESS HATCH — _ STRUCT . MEMBRANE FLASHING W/ � # Date Description .� WELDED PLATE BONDING ADHESIVE I Revisions N - EDGE SUPPORT, N SEE STRUCT STL STUD FRAMING—,-, SEAM PLATE&FASTENER z_ March 7th,2011 WELD GUARDRAIL ( Date, POST TO STL PLATE STL BM, SEE LAP SPLICE PER ROOFING MFR STRUCT BO METAL PANEL SEALANT PER ROOFING MFR I RED SYSTEM,TYP, Designed By ., - ''� ,\- -;.'-.� •�-•-• ..•.._ METAL SOFFIT .fi _I JAN,TDG ° SYSTEM _ Drawn By JAN a� \ \ U) Checked By 16082 W BO SOFFIT SOFFIT — — _ — Project Number _ L 4 1/2" y N " `�"- METAL SOFFIT FACE TO PANEL — — — — 126'-81" A8z06 � Sheet Number 0 rl6 DECK EDGE/GUARDRAIL 11 SOFFIT AT STAIR EDGE 6 COPING/SOFFIT AT OPENING 1 ROOF HATCH CURB W Copyright 20120 Q if this drawing is less than 30'x 42",it has v - SCALE: 3"= 1'-0" I. SCALE: 3"= V-0" SCALE: 3"=1'-0" SCALE: 3"= V-0" A$.06 A$-06 A$.06 A$.06 been reduced.Scale accordingly. - TRANSLUCENT . PANEL WALL BELOW ) / CURVED METAL CAP,LAP - 1 0` OVER FACE OF PANEL TRIM HSS COLUMN, rY F GALV,SEE STRUCT / CURVED HSS,GALV,SEE CORNER TRIM TO STRUCT— MATCH PANEL FRAME / W 0 Otak Architects acv 0- UJ o 0 17355 SW Boones Ferry Rd _ I I Lake Oswego, OR 97035 Q I I Phone 503.635.361$ I Fax 503.635.5395 I I PANEL TRIM/PANEL FRAME I I SET TRANSLUCENT PANEL ( 2 1/2" I EQ -0-2 1 /2" Community CORNER WIDTH 7"PER PANEL MFR ^ - K*"6f Center MINARET - CORNER 5 N MINARET - CAP ' 10330 SW Scholls Ferry RD A$.07 SCALE: 3"= V-0" A&07 SCALE: 3"= V-0" Tigard, OR 97223 HSS, GALV,SEE t J STRUCT V° Outreach Education Recreation Nsli*" EbucAtioMrl Tnist i - 1/2" Muslim • Educational Trust �- • •, — — — — 5 -4' 0330 SW Scholls Ferry RD Tigard, OR 97223 TRANSLUCENT `. PANEL FRAME 16"WIDE MANUFACTURED STONE WALL CAP MANUFACTURED i' ' 4 • - - • -, STONE WALL ', VENEER OVER 10" i CMU 4 MINARET = PANEL SILL A$.07 SCALE: 3"= V-0" ~\� CURVED METAL CAP 1 17 A8.07 I / 71, 17 +1/2" A8.07TO CAP_LMINARE� TO CAP(MINARET) _ TO CAP�MINARE TO CAP�MINARET� /150'-0' 150'-0" 150'-0" AFCURVED METAL ROOF = I ,1 STRUCT CURVED HSS,GALV,SEE ; � � 7 fJ A8.07 - / w TRANSLUCENT WALL PANEL, TYP �' �t — — — TO STL-MINARETL� — — — TO STL�MINAR_ ET — — — TO STL RED — — — TO STL�MINAR-- ETL-S / 144'-2" 144'-2" 144'-2" 144'-2" o ih +40'-7° - U, J HSS,GALV, SEE STRUCT - K*"3 h — h MINARET ROOF PLAN . , .c A$.07 SCALE: 1/4"= 1'-0" OF o , r \/ Minaret +31'-7" FT— t o i -- - ----- r _ 17 +27'-7" As.Q7 1 TO STL ,r, _ _ _ _ TO STL ,n _ _ TO STL 128'-8" TO STL — 126' 8-v 126'-8" 6 y. 126'-8" / _ 7 A8.07 0 STONE _ c 16„ VENEER, _ + 18'-7" - WRAP WALL 10"STANDARD GRAY BLOCK, MANUFACTURED END SEAL STONE WALL i CAP 6 112-0 - _ -- - VENEER OVER cnnu 2 MINARATE PLAN AT 2ND FLOOR PLAN 2 TO SLAB SCALE. 1/4 = 1-0 A$.07 ' - -- —= _s — _ 02 TO SLAB � _ _ _ i 02 TO SLAB � 02 TO SLAB � - 11--3'-4"v c— 113'-4 113'-4„ x _$� l.� _ (M.2 �= -�- OVER WRB, SHEET METAL +6�_0�� t - - 11 _ RIGID # Date Description CMULATION, 114 Revisions \, DS W/SPLASH BLOCK WALL CUT AT C1 ANGLE TO SE 17 A8.07 --- -_ .- CTI A8.07 / �t March 7th,2011 °' Date i - L0 in o -- ---_�\�`.•- -- DRAIN,,, - _ LAB tl — — — — — — ----- 01T � � I AN TD J G _ _ I ^ Drawn By 01 TO SLAB „ _ 01 TO SLAB 1 ! 01 TO SLAB n 01 TO SLAB _, T — — 1001-01, .a 100.-011 100'-0" v — 100'-0" a JAN ,i, IiI i ,i, ,i,t i, II i, ,i,Li ,i ' �� iiI h = : N I 44 /10"STANDARD U) Checked By °� I I—I•i I f I ( ( I ( � II - ' — I I—� —� I— I ,— GRAY BLOCK,SEAL 16082 4'-41/2" Z6" ("� Project Number 15'-4 5/9' _- 11 N - . A8.07 •�coA8mO7 --FA VIIA Sheet Number Q rl7 rl411 $ 7 1 Copyright 2012 CQSECTIONNORTH ELEVATION WEST ELEVATION SOUTH ELEVATION SECTION MINARET PLAN AT 1ST FLOOR CJ — „— „_ ,— „_ if this drawing is less than 30'x 42",it has A&07 SCALE: 1/4 - 1-0" A$•07 SCALE: 1/4 - V-0" A$•07 SCALE: 1/4 -1-0' A&07 SCALE: 1/4' -1-0" A8.07 SCALE: 1/4"= V-0 A$•07 SCALE: 1/4 - V-07 been reduced.Scale accordingly. 0 FACE OF WALL I TACK BOARD I v FACE OF WALLI 1'-4" FACE OF WALL 1'-4 I COUNTERTOP— 7-0--MAX BACKSPLASH,4" 2" I COUNTERTOP HIGH UNO WINDOWSILL I I J r BACKSPLASH l Otak Architects �.—___--__��__ r Inc. COUNTERTOPI DOOR W/KEY 17355 SW Boones Ferry Rd 2y A8A6 = LOCK,SEE ELEV - ��- �- �' FIXED PANEL I FOR LOCATION' Calle Oswego, OR 97035 i I o I Phone 503.635.3618 f` z Fax 503.635.5395 / SINK - SHELF I I Z - I _ 0) N I iv � —MIN KNEE :- BASE BASE M �� CLEARANCE 117.1-2003) Z _ °' J::��(ANSI REMOVABLE Community PLAM PANELS 4'M! 8"MIN 3 TO STLPLUMBING 11"MIN 126'-8„ + Center 15 CLASSROOM SINK 10 CUBBY 5 BASE CAB N ET 10330 SW Scholls Ferry RD 00 A8.11 SCALE: 3/4!'= V-0" A$.11 SCALE: 3/4"=V-0" A8.11 SCALE: 3/4!'=1'-0" Tigard, OR 97223 ZA ACOUSTICAL INSUL AT DECK CAVITY I FACE OF WALL Outreach —GYP BD OVER 6"MTL ( €ducation Recreation STUDS FACE OF WALL 1'-4" 2'-0" MAX Muslim Ea'S11C.N00fiAl Tnist rx STL BM,SEE I COUNTERTOP 2„ STRUCT I Muslim GYP BD SOFFIT OVER MTL FOLDING PANEL WINDOW SILL I BACKSPLASH TO BACKSPLASH,4" C14 HIGH UNO I I PARTITION HANGER Educational FRAMING RODS MATCH BENCH - - FOLDING PANEL SEAT Trust 4-.VTPARTITION HANGER WD BENCH SEAT io 31}. BRACKET ALIGN TOP OF — BACKSPLASH W/ l 10330 SW Scholls Ferry RD WINDOWSILL N I �/ --FIXED PANEL Tigard, OR 97223 z —SINK WOOD BENCH FACE N —INSUL WRAP `r I ACOUSTICAL :� C? PLUMBING CEILING BASE I z KNEE CLEARANCE FOLDING PANEL (ANSI 117.1-2003) GUIDE RAIL CEILING GRID START POINT - - FOR ANGLED SOFFIT, I `_ 8"MIN FOLDING PANEL 3„ 2; BASE,EXTEND 6" 11"MIN 4 1/2" PARTITION FLOORING TO WALL MAX r17 SKYLIGHT SOFFIT - LIBRARY 13 PANEL PARTITION HEAD 9 BASE CABINET 4 BASE CABINET - SINK A8.11 SCALE: 1 1/2"= V-0" A8.11 SCALE: 3"= V-0" A8.11 SCALE: 3/4"= V-0" A8.11 SCALE: 3/4!'=1'-0" - it 10' MAX _ • FO SLAB BELOW ' FACE OF WALL FACE OF WALL FACE OF WALL 3 1/2" c 2'-0„MAX 71 2'- 0 MAX SIR COUNTERTOP 2., BACKSPLASH,4" iv BACKSPLASH,4" ti DECORATIVE � f HIGH UNO > ADJUSTABLE HIGH LINO METAL SCREEN - SHELVES,SEE ELEV / w FOR#OF SHELVES (ALL OPENINGS w LESS THAN 4"DIA) / a, &SPACING / TOE KICK � —COUNTERTOP xx —FIXED PANEL DOOR 4 2X21/2 TS INTERMEDIATE •�� —SINK VERT SUPPORT, PAINT o —ADJUSTABLE DOOR N / N SHELVES O > BACKSPLASH,4" iv N / / _ OPENING TO BE LESS THAN 4" BASE � w HIGH UNO BASE DIAMETER W r U) FO FINISH OL _ COUNTERTOP. 3„ NOTE: FULL HEIGHT DOOR(NO 2'-0"MAX 3" DRAWER)AT SIM � �� S' -t;'AJ" GLlt 18 GUARDRAIL PLAN 12 BASE CABINET $ SHELVES 3 BASE CABINET - SINK A$.11 SCALE: 3"= 1'-0" /�$ 11 SCALE: 3/4"= 1'-0" A8.11 SCALE: 3/4"= 1'-0" A8.11 SCALE: 3/4"= V-9- OF l _ 0 1�_2" 10"MAX Interior Details 5/4X4 WD CAP, STAIN ATTACH SCREEN W/SST SELF FACE OF WALL - FACE OF WALL— TAPPING SCREW W/RUBBER BONDED SST WASHER -1 P2'-0"MAX 2x2.5"TS HORIZ FRAME, PAINT kit COUNTERTOP 2' i BACKSPLASH,4" v w ADJUSTABLE HIGH UNO u7 `° W SHELVES c3 M w DECORATIVE METAL SCREEN (ALL OPENINGS LESS THAN 4" - DIA) • in b DRAWER,TYP 3„ O > BACKSPLASH,4" N 04 ' - 1/8"STL PLATE TOE KICK, `t - w HIGH UNO PAINT,ADHERE TO SLAB c� W •a 02 0 SLAB 113'-4" COUNTERTOP FACE OF WALL 2'-0"MAX 3" BASE " 7 UPPERCABINET J 2 BASE CABINET A$.11 SCALE: 3/4"= V-0" A8.11 SCALE: 3/4'= 1'-0,, f : I ADJUSTABLE ST KNIFE PLATE, PAINT,SEE ih : I SHELVES STRUCT 1'-2" 10"MAX - : I FACE OF WALL ;7 FACE OF WALL . I DOOR AT SIM 2'-0 MAX r COUNTERTOP 2,. # Date Description v - b , in Revisions BACKSPLASH,4" <v cQv w HIGH LINO r �' March 7th,2011 -' —ADJUSTABLE P Date Lu - - w SHELVES HOOK(1)EA SIDE ic) �. RED OF CUBBY Designed By CL "� DOOR � DRAWER /Y"� JAN,TDG tp : ADJUSTABLE Drawn By _ SHELVES N HIGH UNO `� DOOR Checked By w GYP BD SOFFIT 0 w BACKSPLASH,4" JAN BASE _ BASE v Uj N w 16082 17ALIGN Project Number N COUNTERTOP 3 00 2'-0"MAX 3„ NOTE: FULL HEIGHT DOOR(NO ' A8n1 DRAWER)AT SIM Sheet Number 0 16 GUARDRAIL SECTION 11 FULL HEIGHT CABNIET ' 6 UPPERCABINET 1 BASE CABINET W Copyright 20120 If this drawing is less than 3d"x 42",it has A8.11 SCALE: 3"= 1'-0" A8.11 SCALE: 3/4'.'= V-0" A8.11 SCALE: 3/4"= V-0" jab•11 SCALE: 3/4!'= 1'-0" been reduced.Scale accordingly. _ A9.01 24'-0" - - _ J J J J C - - x J l - - 4'-0" 16'-0 4,_0„ CANE BOLT SLEEVE IN AC, EA SIDE Ota Architects 1 — V l l'1 1 t Inc. STEEL GATE 17355 SW Boones Ferry Rd { \ i Lake Oswego, OR 97035 �\ �� ! Phone 503.635.3618 M DIAMETER x 36" I ` j I CONC CURB, SEE CIVIL Fax 503.635.5395 It METAL BOLLARD ( - zo ,► I MET _ r - - - - - - Community{ I , I. - � { { \ I I . { 1 \ { I 20'BUILDING SETBACK LINE Center I j � I 'a, I = 1 i IX 10330 SW Scholls Ferry RD - I I J I { Tigard, OR 97223 X X A9.01 3 ( I a- v L 5 A9.01 j I ^ J\w I 6 { I �NLu � I I { Ou€reach - A9 001 I I _ I ' I— — —1 [— -1 f - I F —I Education Recreation { I ( IX 4X10 PT BUMPERS @ 48"AFF I i L —I L — J L_ J L _ J I I ANCHORED TO INTERIOR Muslim EbucAtio»ml Trust t–___ _ J L J FACE OF CMU WALL WITH - EXPANSION ANCHORS INTO Muslim SOLID GROUTED CELLS,TYP - _ ~ TRASH AND RECYCLING BINS Educational — — — — _ _ – BY OTHERS _ _ _ _ - - - - _ 4 Trust 10330 SW Scholls Ferry RD A9.o1 Tigard, OR 97223 rT TRASH ENCLOSURE PLAN A9.01 SCALE: 1/4"=1'-0" STEEL GATE FRAME W/ CORRUGATED METAL PANEL INFILL. 6 COPED CMU CAP HSS DIAGONAL MEMBERS SHOWN DASHED. A9.01 —(2)#4 HORIZ. IN BOND BEAM — _T AT TOP OF WALL AND 4'-0"OC --- _.- TYP i 4"DIAMETER X 36" 4"DIAMETER X 36"00 8"GROUND FACED CMU WALL, METAL BOLLARD METAL BOLLARD i GROUT WALL SOLID(GROUND FACE BOTH SIDES OF BLOCK) ,` (1)#5 VERT AT WALL ENDS CORNERS AND 24"OC,TYP - --- --- - - - --t - - - - - - - - - y,,�j a. - - - - - 1I II - -- - - - - - - - - - - - -I-J I I L - - - -.- - - - - - - - -- -- - - --- -► Li u + OR G 3 ROLLING CASTERS&CANE BOLTS W! f1 * SLEEVE IN AC AT CLOSED&90 DEGREE VT i 4X10 PT BUMPERS @ 48"AFF ANCHORED TO INTERIOR OPEN POSITION FOR EA GATE FACE OF CMU WALL WITH h _ EXPANSION ANCHORS INTO - Trate*1 1 SOLID GROUTED CELLS,TYP •7 .:i . 2 FRONT ELEVATION 3 RIGHT ELEVATION Enclosure A9.01 SCALE: 1/4 -1-9 A9.01 SCALE: 1/4 -1-0 #5 DOWELS TO MATCH VERT WALL Al _' REINFORCING,LAP 3'-6"IN WALL AND WITH STANDARD HOOK IN FOOTING -� #4 DOWEL > it . 4"CONC SLAB W/#3 @ 24"OC 2'-0 OC EA WAY 12„ -_ - COPED CMU CAP,TYP 48" � ii� 4"CRUSHED ROCK SLOPE iii. BASE GROUND FACED CMU WITH GROUND FACE FACING OUT,TYP now (2)#4 HORIZ IN BOND BEAM y AT BOTTOM OF WALL =1II=1II=1II=1II =1II=1I1= . _ r—L, III - :-- " -,°• "- 1'-0"X 2'-0"X CONT CONC - - I—III—i i ( - . . '° • FOOTING W/(3)#4 CONT - _r 10 TL I- - -- - - - - - - - - - - --- - - - -- - - - -- - - -I-, -- - --- - -- - - --- - --- - -�-; L_ - - - -- - - - - ---� L - - - -- _- - _ —. -- 2'-0.. o r # Date Description FOOTING BELOW GRADE,SEE STRUCTURAL Revisions N • March 7th,2011 1 T - _ - Date v � RED o _ Designed By 6 ENCLOSURE WALL SECTION 4 REAR ELEVATION 5 LEFT ELEVATION JAN,TDG 0 Drawn By A9.01 SCALE: 1"= 1'-0" A9.01 SCALE: 114"= 1'-0" A9.01 SCALE: 1/4"= V-0" JAN Checked By V r/ W 16082 Project Number Lu00A9n0lY - o ui Sheet Number LL ( � Copyright 20120 W If this drawing is less than 30"x 42,it has been reduced.Scale accordingly. --------- - - -------- ------- - -- - ------------ --— - - ---- ..... ---------- ..----------- ---- -- -- -- -- --—_- ----- -- -- ---- ..— -- -----.-_ --- --- ---- - -- - — —"_._....-- — -- ---------------------------------- ---- ---- -------------------------- --------- ----- -- -- ------ ----- ---- -- ---------— ----- ----------------- -------- -....._._ M a r t i n a n d S u t t l e A r c h i t e c t u r e = J 813 SW Alder, miezzanine B Portland, OR 97205 0 MARTIN AND SUTTLE ARCHITECTURE LLC 2012 All Content herein is the sole property of Martin and Suttle Architecture LLC,and may not be reproduced or appropriated for any other use/location than shown on - these an ,without the express written consent of Martind Suttle These Documents are intended to convey INTERIOR o FINISH INTENT ONLY,and shall not be assigned any r authority or liability beyond ,.tJ1rI% _ - .__ - - J ---- --_- ---_-- - -- -. -- _------ ------ r -- - - - the application of i nterior N finishes,including but not limited to Architectural I building g fft 3i envelope design,Code compliance,Construction means._.." - - _ --- xx 4b 0 Y 0 x z z Y 71;z z z x z/%xxx z$1 Yy00$1 b x x z z x x z x z x x x x z/x0 z x z Yz x xx{,: _ -- --- and methods,Structural design I specification ,xzuuxxxxxxzzxxzxxxzu' xxxzoo xxxi' uxzxaxxzz" xzxxxzx xxx - / — - — ,xxzxxx czzu xxxzzzuuxz zxxxxxxzu' zxxzzzxxx xuuuxxx xxx ' calculations,Civil design/specification/calculations, ,'� U/ % ;;," -IIS x x x x + + + + + + + + + + + + + + + t + + + + + + + Mechanical design/specification I calculations,Electrical AIV AI li % /`t STORAGE "x4"' (('t� + + +p{j {] e + + + +Q( (f + design/specification/calculations,Landscape design 1 x t "F' moi• `f-f'+ + fl'+ + `-11' t �1+ + �t-1'+ + +_�#' + + + + + + + + + + + + + .. . t + + + + + + t + ' f ( specification/calculations. Martin and Suttle -"--I --- - -- - - - Architecture LLC shall not beheld responsible or liable - :: v x{ � rt. = ;? + + + + + + + + + + + + + + + +° + + + °+ + - ---- ;� for errors/omissions with regard to any of the above l/ � { z + + + + + + + + + + + + + + + + + + + + + + + + + ,-tTAGHE -- x x., - services,or any other services not specifically defined as STORAGE - + + + + + + + + + + + + + + + + + + + + + a+ + + + - INTERIOR FINISH INTENT. '7 .ez ,�a x x x y//��y////%//�] _ �(y%////%/,��} ��///./�11 �/ " liii ; ,.,. �,..,,,.r. - ! -- I i]xY.Y, + + + �' 'Y////G+++++++++ G/%1A ++++++++�r/!!/dr++++++++ + + + + Ix x x + + + + + + + + + + + + + + + + + + + + + + + + I I I See Specifications for specific manufacture I assemblyGONG '� xxx + + + + + + -0UNGHIkdQ 1F + + + + + + + + + + COUNSELING/ i, ' installation/ rformance standards and roduct r , .sfx ++t++ ++++++t++ + + + + +++++++t+ +t+++t t t t -M J1,11i, , t + + +. a LL CLASSROOM 1 ii LL CLASSROOM 2 f777 ASSROOM 3 I I LL CLASSROOM 5 LL CLASSROOM 5 j Pe P __ 9 + + ADMIN information relating to all interior finishes identified in + +++ + ++ + ++ + +++ 121 122 I I 123 124 I j 214 215 these documents. + +++++++ INp1+ + + + + + + + . + + + , I + + + + + + + + + + + + + t ' GPT-1 VCT-1 i I VCT-1 VCT-1 j I VCT-1 VCT-1 1 + + + + + + + + + + + + + + + + il%/.//�j,f" + + + + + + + + ,xxY.x7x: u xxxxxxxx. + + + + �/////�� + + + + + + t I i xzxzxxzzzxz .f /! /j / 11 7 1 ;q; !r%�r.., „(lzxuzxxxxxxzzxxzxu + + t + + t t + + + + + + t + +F + + + + + - + + + / xxxx,xxxxxx,xxxxx,x , + + + + + + +� + + + i I; ECORRIDOR i "rrl t1 s zxxxxxxxzxxxxzxx + + + + + + + + + i I `` II 1 xxxzxzxxxzxxxz �, + t + + + + j + + + + t , xiax z 120 x +++++ x x +`++ aha I eq. spacing Win LINO-1 i t xx%xxxx tYP ` (` + + zxxxxxxxxxxx t �' - �fieldcolor, - _ MEN ------- +t++ xxxxxxxxxx zx N -- { / �.,. xxuzxxzzzzxx i zz C 115 - / xxxxxxi + + + + + + + + zzHxx uuxxxxxuxzxxzuxx' + + + + + + + + + + ,xxx xxxzzxxzxzzzxxx' xxxzxr, xz -- _ zx xzx xxxxx x'/.xxxzxzzxx + + + + + +,xzx xxzxxxzxxuxxxxxxux x' z' xx 9,xx ,l / / �� �-- �. TILE-3 xxxxx' + + + + / �, + + + + + + + + + + + + + + + + + + -xxx I { f - xxxxx s V // /, / �� /� + + + + + +, + + + + + + + + + + + + PS + + + + + + +•xxx xxxxx ,i + + + + + + + + + xzx + i zxxxxx xxx + + \ + + ,xuxxzxzxxxxxxx' xx iva',.xxzxxzxxzx + zzu x �" + + „ + +,—+ + + + 'r,ux + ;i 1 !� + + + + +,zzxxxzxzzxxxxx zzu xzx- xzzxuzuzxx + + ,xr' + + 1+ + + + + JJ J l J( 'z NJ + + + ,xzx 'l �/ + xx �t tJ+ moi- t t t + t j xx R + + + � + -_ 134 + + + + + + ,�x +I + + + + + + + + + xxx N 136 + ®t + t CONC + + + + + xxx + + + + + + + + + + + + xxx WOMEN I Ir xxxxx + + + +� + ----- t + + + + x x x T + + + �+ + + + + + + + xtix + + + + + xxx %y l xxxxx ii ( + + ++++ + +++++ II { l / uxxxx' + + + + % TILE-3 _.. - '+ + + + + x x x _.:.. I xz7xx' -- + f rr J + + + + + xxx --- /` N j ++++ + +++ GIRLS L, , l BOYS +++++++ ;ti x x KINDERGARTEN i /! , ! r J r ! , ADMIN i-- - INCIPAL �/ '-- --- MUL URPO E ,f' / l i+ + + + 133 132 it+++++ +++ +_+ + + ,xxx 128 I I 138 1 , ! _ - T1 ' -4 VCT-1 - 11 137 + + + 101" `Y % ` \ ! / !/ — \ `- ++ .+ + +^ + +"t"+++++WD-1 G' , �� CPT-1 I CPT-1 xxx +, +++t j l — +++ ++ ++++ +_ xxx ++++++ ` { _ — — 4 — _TE:� — a -{t T --- — — — xxx + + + + ! / STAIRI 01 +t+++++ I 131 + ' r + + ,xxxzxxxz = e WORKROOM i CO C t xxxxxxxx / + + ,xzxxxzxx i I 135 x'/,xxxx%x + + � T - � _ 1;�I I xziatiuxx LINO-1 _-_ ESTROO -- I uuxxxzuz t + tJ ~ ---�, +„+ ,+ ,zxx 129 — — — J I + + ILE-+ xxx A + + 1 + / -I --- + r-... --- -a 11— z ---- ---- - - --- ------- EXERCISE { i I ! - � EXERCISE 106 PRESCHOOL RF-1r; ISEX R 130 l II� i 107 f TI 1 I S CORRIDOR i VCT-1 jai STORAGE i 127 i a 105 1 1 LINO-1 j 1 NC71 }� -- f -- �•L---�' � -- _ ;l ___ r. .._ M S R i ! ER —Ar l I TILE-5Uj 03 Q, TAY j = N t..,. z ti - u, M oN , w f.. - p � rn i `. .� o cn ■ � o � lane, tYP H o CU z i~ i71 issues/revisions 100%CD 11 April 12 Q1 A It - J I I i i ! j I 01 FIRST FLOOR FINISH PLAN - I scale: 1/8” � 1,_0�" FLOOR FINISH PLAN , FLOOR LEGEND - KEYNOTES SHEET NOTES 1. See finish schedule,specifications for floor material x x x x x x + + + 10 16"' D. WD. SHOE RACK- SEE INTERIOR ELEVS. P x x x x + + + - product/finish info. 11 1 1 Lu n z;x +++t++ ��' 12" D. WD.TROPHY CASE; GLASS-FRONT, LOCKING DOORS, ADJ. INT. 2. See finish schedule, specifications far all floor SHELVES. FIN. TO MATCH WD-1 -SEE INTERIOR ELEVS. patterns and color not shown on this sheet. MATL.: TILE-1 MATL.: TILE-1 MATL.: TILE-1 MATL.: TILE-12 MATL.: TILE-5 MATL.: LINO-1 MATL.: LINO-1 MATL.: LINO-1 MATL.: LINDA WD. BENCH, WALL-MOUNT. FIN, TO MATCH WD-1 3. See Enlarged Interior Plans and Elevations for i COLOR: DI BARGE COLOR: DI BARGE COLOR: DI BARGE COLOR: CS50 EGYPTIAN BEIGE COLOR: CUSTOM BLEND: COLOR: . 3234 FOREST GROUND COLOR: 3142 UMBRA COLOR: 3221 HYACINTH COLOR: 2767 RUST specialty details and casework tagged an this sheet. PATTERN: 12"X 24"RUNNING BOND PATTERN: 6"X 6"GRID PATTERN: 12"X 12"GRID PATTERN: 3"X3"GRID D189 NAVY p gg D159 OCEAN BLUE ® 12" D. RETAIL DISPLAY CASE. EXT. FIN.TO MATCH WD-1; INT. FIN.WHITE P-LAM, 4. Unless noted otherwise see Arch. drawings, Spec.for Doso PUMPKIN SPICE INTERNAL LIGHTS, ADJ. GLASS SHELVES. SEE INTERIOR ELEVS. affixed/equipment/lockers/casework. PATTERN: 1X1 MOSAIC 5a RETAIL CASH-WRAP; FRONT FIN. TO MATCH WD-1 /STONE TILE/GLASS 2001 DISPLAY; COUNTER, INT. CARCASS P-LAM. RECEPTION DESK; FRONT FIN. TO MATCH WD-1 /STONE TILE;COUNTER, INT. - CARCASS P-LAM. ----- -------------_----- --------- --------" - - J M a r t i n a n d S u t t l e A r c h it e c t u re .. _ 813 SW Alder, Mezzanine a Portland. OR 87205 0 MARTIN AND SUTTLE ARCHITECTURE LLC 2012 All Content herein is the sole property of Martin and Suttle Architecture LLC,and may not be reproduced or ----------- �E ..x. WORKROOM appropriated u for e a LnLyC o ther use/location than shown on these documents,without e express written consento - x_ —� --- 212 These Documents are intended to convey INTERIOR �n I LINO-1 FINISH INTENT ONLY,and shall not be assigned any 1 authority or liability beyond the application of interior ` ','I finishes,including but not limited to Architectural/building envelope design,Code compliance,Construction means - and methods,Structural design/specification/ / E + + + + += + - -. - _ _ - --- ;y + + + + + + + ons,Civil design/specification/calculations, l --__._�___ LUNCHROOM � I ��-*-••--�--- __ _::, __� design/specification ons,Electrical calculations, Mechanical (cation/calculati design/specification I calculations,Landscape+ + + + - ++ + g p pe design/ r (BELOW) , ++ +++ +t+t+} , i specification/calculations. Martin and Suttle 119 + € t6q. + eq. Architecture LLC shall not be held responsible or liable SCIENCE LAB MEETING +t+ +++++ ++t UL CLASSROOM 2 UL CLASSROOM 3 UL CLASSROOM 4 I' for errors/omissions with regard to any of the above E - 211 /�' + 213 214 215 services,or any other services not specifically defined as 21 Q ++++t ++}+}+}+t t INTERIOR FINISH INTENT. E CORRIDOR SV_2 CPT-1 }}+++++ + + }++t+ VCT-1 VCT-1 VCT-1 ;r �u r + + + ++E+++ + + See Specifications for specific manufacture/assembly/ 209 + + +. + + + + + !r1 installation/performance standards and product J 42}t}+}+}t}t l information relating to all interior finishes identified in ''ll I j I ■ ' I I, i I fi+fi fi fi+fit fi+fi �1GGG dOGlIG1GG�Gl MET PR + + t + + + + + + E e spacing wrn ++t}}+} +}+tt++} 209 E l' xx%xzxx + t °c q p 9 + + + + t + + %x x field color typ. + + + + LINO-1 t + + + + + l xxxzxzzzi z%%xzx zxz' + xxx%xxzxz + + +1+ + - 4ji -- xxx%x x' N - z x r z E x x z x x — + + \ zxxxxx%z%xq - - PRESIDENT xs rxy%%%x ,,%,%xxx,z,xxx,xxx%' + + + + + + + + + + + + + + + + + + + + + + + ,%xx xzzzxxx%xxxz%zxzzzxzxx%' xz zxz x%zxxxz% x%xzxx zxzxxxxxx zx%xz%xx%zzxzxzxzx' + N� / + + + + + + + + + + + + + + + + + + + + + + zzz } + zzzzzxxxx%zzzx%zaxzx%xz' x% (r xxzxxxxxx zxxxz% xxxz%x%xz%x axxxxz%xzzzzxxxzz%' + + zxz + + + + + + +r%%� + + + t + t + y,x x 4 + t + + + +- + + +. + + + + + ., + + + + + + + + + + + + + + + + 206 xx x%xz %zzxzx% f' %' zzz xx%xx + + - } + + + + + x%%x xx x x' 0x%% '.' ,x' .. + + + + + + + + },'.�._„�n r_ xxx CPT-2 + t + + + %x%%xx � % + t + xxx%z' xxzxz%%xzx' zxxxxx%� ,x" %zxxxxx%%zxzzzxr Viz% z xz xxzxzzzxxx xxx x + + + + + + + zz% } + + %%zzz% + zxxxz%xxxzzEzxxx%xa�rj x + + z%zxxzzzx%xzxx%' + + •Y�� 11 + + + + + kx%x1�x%x' x%%%xzxx%z }t} xr ++t+t I-F t t + + + + + JJ j + � + +� ,', 2. N - RR 223 + + 5 4 + =� yti" + + t+ t qc t �M 207 /:, + + CONC t t} }+ t x + z x ' + + + + + + x SII IL 3 % xx% + + x ILE-4 r - + + + + t % E UL CLASSROOM 5 IIt �? TILS % t++ +%tis% + + + I �• �� + xxx t + t � ! + + + % OME + + + / r,xi zxz - l , + +xz% /? MULTIPURPOSE STAIR —� �'�_ _ lJ �;.1, IRLS — \BOYS }+t++ ,� y• -- + + 112 J/ IL 2; 2�1 xxx" (BELOW) �i T zzz + + • E B I _ - �. �`� ,, ,x%,, COMPUTER LA i �-, LIBRARY __ 109 TILE-1! _ +t+ 226 225 TIL -4 T E-4 +, s� x xz WD +++;n h u % CPT-2 I VCT-1 ' u +++++++ UL CLASSROOM 6 l } } x%xxx xx + + + LE t xx%xx xx + + 218 xzx z% _ +t+ xx' xx + +++ VCT-1 _ + xzzxx zx + + ,xxzxz � x% LE-y %xzxx, + + + iz%xxx%xz + + ( _ 41 %z t. + t _... m �— �1 _. _ ._ xxzxxxzzx� + %xz%r,zx% xxxzxz% _ xx + + j Tr T------- STA(R r3..._..._•. ', , + I zzzx%z%z" + + + xzxzzxx• izxxzx%r + f' s_rzzz �T zrz.-� .l 1 rr-c-r,�- � -sz. z%%xzzxx + , + t + + + xxzxzzxxzxzzxxzi%z + cx' z + + xzxzxzxzx + + + + x%%xzxzxzxxxz + i ! + + + � \ x%%xxx%x' + + + + ' Z x Y.xx%zzz%zxz + 231 xzxx auxxzxzz + ' + + + + + i%zzxxxx%xzx%zxzzzx } xxxz + } - x%xzxxzxx + + + + zzxzx%xz xzxx%uzxx + CONC xxxz zxxxxx%z + + + + + zxzzxzzx zzxzx%z' + + xxxz + + + xzzr,zxxx xtz i ++}+++}+ zxxxxx/ _ L zz + + + I f + xzzxx zz' + + + +++t+t+ zxxxxx LOBBY xx t+++ UL CLASSROOM 7 zzxzx%i xx + + + xxx%% �l 200 xx } 219 + + xz%za% zx + } + li + + + + ,x%%r,r,'; LINO-1 -- %% + + + _ VCT-1 + + + + + zxzzzx / • � + + + + %%r,xzz � � -- ! xzzxx l - '_ / \ .--" ---- .. } + + - t - I ✓ - i I DECK \ ; � :� +++ • 202 zzz ART STUDIO I j - - = ?1 220 I S CORRIDOR VCT-1 <1. 216 -�---� E - -- - --- - - - MULITPURPOSE y k f ,�• � 201 -=•�-:1. SF STORAGE DECK 22oe 203 . ..,, � ' . CONEF-1 _ 1 I t ILIJ X z U- 0 W ~ \ F— C1 C 7 . POOL a p (BELOW) _ L� W M `3 ca x Z j_ Xjr � ` issues/revisions 100%CD 11 A 12 — 01 SECOND FLOOR FINISH PLAN _ scale: 1/8" = 1'-0" FLOOR FINISH PLAN FLOOR LEGEND - SHEET NOTES 1. See finish schedule, specifications for floor material/ ' ,zxzzzx + + + + + + product/finish info. 2. See finish schedule, specifications for all floor patterns and color not shown on this sheet. MATL.: LINO-1 MATL.: LINO-1 MATL.: LINO-1 MATL.: LINDA 3. See Enlarged Interior Plans and Elevations for COLOR: 3234 FOREST GROUND COLOR: 3142 UMBRA COLOR: 3221 HYACINTH COLOR: 2767 RUST Specialty details and casework tagged on this Sheet. 4, Unless noted otherwise see Arch. drawings, spec.for affixed 1 equipment/lockers 1 casework, ID 2NO2 - i ._ » ' - -- ------ ------------------------- ----- -- -- ---- _- --- --------- - ------ -- -------- -------- ---- - ------ -------- ------ -------- ..---------.._.. --- -.._.. - --------------------------- - ---- - - .— .. - ----------- - ----------------------------- - ..._.._ .. __- ...- -- - -- ----- -----------._--- --... _ --------------- - --- ---- -- - ---- -- --- - -- - -- - --------_.._.. _.._.. _..-- --- - — ----- ----------- -... - -- --- ----- -------- ----- --------- - V TILE-2 TILE-7 Martin and Suttle Arch itecture i SHEET NOTES u � sis sw ,alder, Mezzanine B Portland. OR 97205 MARTIN AND SUTTLE ARCHITECTURE LLC 2012 1. See finish schedule, specifications for wall material/ l \ All Suttle Content a rein is the sol ma perty of ert be Martin and or O Q I Y p product/color/finish info. appropriated for any other use/location than shown on 2. See finish schedule, specifications for all cove base 4 4 I f 0 these documents,without the express written consent of file material, product/creat info. Martin Ona suttee LLc. f 3. See Enlarged Interior Plans& Elevations, ID6.18 for These Documents are intended to convey INTERIOR FINISH INTENT ONLY,and shall not be assigned any material layout details and patterns. authority or liability beyond the application of interior TILE-7 TILE-7 TILE-fi TILE-3 04 TILE-7 finishes,including but not limited to Architectural/building 4. See Arch.drawings, spec. for all wall-mounted fixture — !equipment!casework, u.n.o. - 1136.18 envelope sSr structural compliance, sRgn i pec Construction means n I calculations,Civil design/specification/calculations, 1 A 1 B I C D Mechanical design/specification/calculations,Electrical design/specification/calculations,Landscape design/ (� specification/calculations. Martin and Suttle n J'E 1 V - 115 Architecture LLC shall not be held responsible or liable �/ for errors J omissions with regard to any of the above SCALE: 1/4"=1'-0" services,or any other services not specifically defined as As.fi1 INTERIOR FINISH INTENT. See Specifications for specific manufacture/assembly! installation/performance standards and product information relating to all interior finishes identified in these documents. ! . i TILE-7 TILE-7 TILE-2 i FT 0 0 oLj E - TILE-7 TILE-6 TILE-3 04 TILE-7 ID6.1$ . i i 2A 2B 2C 213 WOMEN - 114 Afi_o1 SCALE: 1/4"=r-0" i TILE-9 TILE-8 TILE-8 i - — QD 02 TILE-8 - TILE-$ 1136.1$ 3A 3B 3C 313 .� BOYS 132 �_o SCALE: 1/4"= 1'-0" . W Z LL TILE-9 TILE-8 TILE-8 o N - LU - o c� UJ C"i 0 issues/revisions TILE-8 02 - TILE-$ g00%co 11 aprii 12 • 1136.18 4A 4B 4C 4D (--� G — 133 - Afi.01 SCALE: 1/4"= 1'-0" - GYP. P-1 � TILE-9 GYP. P-1 w � t-. t t TILE-9 GYP. P-1 INTERIOR ELEVATIONS � 3'-0" �l I 3'-011 - _ - - o - dAL - - TILE-8 oa TILE-8�- TILE-$ 03 TILE-8 1136.18 1136.1$ 5A 5B 5C 5D - RESTROOM — 129 6n0l �-o SCALE: 1/4".= 1'-0" _ .-- _______-----_-..___--_.-___.-_ ._. _-__.___ ------------ __ .-..__.__ ___. -_ _-----------------------------_-__-- ----___----------------------- ___ --- .__ _ TILE-9 =�" -J 813 SW A1dBf, MBZZa�7h6 B POfttatld, 4H g72p5 SHEET NOTES \\ // © MARTIN AND SUTTEE ARCHITECTURE LLC 2012 i 01 property of Martin and 1. See finish schedule, specifications for wall material/ - \ \ / - SuttContent e A chitectutet�LC,a a may not be eproduced or product/color/finish info. - - _ OPEN appropriated for any other use/location than shown on 2. See finish schedule, specifications for all cove basetitese documents,without the express written consent of p Martin and Suttle LLC. the material, product 1 color info. - 3. See Enlarged Interior Plans & Elevations, I D6.18 for These Documents are intended to convey INTERIOR _ _ _ � _ _ / \ FINISH INTENT ONLY,and shall not be assigned any material layout details and patterns. j / \ authority or liability beyond the application of interior 4. See Arch. drawings, spec. for all wall-mounted fixture finishes,including but not Limited to Architectural!building envelope design,Code compliance,Construction means eon I quipment casework, t1.n.o. TILE-8 TILE-8 TILE-8 02 TILE-8 cac methods, etions civil desgnStructural dlspecficationesign/ /�cafl cations, ID6.18 Mechanical design/specification/calculations,Electrical design/specification/calculations,Landscape design/ 1 A 1 B 1 C ` 1 D specification/calculations. Martin and Suttle Architecture LLC shall not be held responsible or liable The errors/omissions with regard to any of the above services,,or any other services not specifically defined as INTERIOR FINISH INTENT. See Specifications for specific manufacture/assembly/ installation/performance standards and product information relating to all interior finishes identified in these documents. TILE-8 TILE-8 TILE-8 }-- OPEN OPEN OPEN / \ IV i TILE-8 i 1E 1F 1G 1H (---� MENS SHOWER - 104 I �_02 SCALE: 1/4"=1'-0" i I TILE-8 TILE-8 TILE-9 TILE-8 r -- OPEN / - TILE-8 02 - TILE-8 2A 2B 2C 2D ` W TILE-8 TILE-8 TILE-8 i>Y Z 5 N / - p tirn OPEN OPEN OPEN 0 0 W c�i C TILE-8 2E 2F 2G 2H issues/revisions WOMENS SHOWER - 103 A6.02 SCALE: 1!4"= 1'-0" - 100%CD 11 April 12 - I 2'-8" \ TILE-8 TILE-8 TILE-9 TILE-8 TILE-8 - \ - \ - INTERIOR ELEVATIONS / • 02 ID6.18 3A 3B 3C 3D r_-� UNISEX - 107 .1D 6002 �.02SCALE: 1/4"=1'-0" _ ------------------- ---------------- _ ____ _-__-...__. ___....____ ._..-____ _ ...-____ ___-.._— __....__ ____..___. -_.....__- _.____ .... .... ___.. _.. _—_.----------------- ___- .___Y. ..___.- _..._—_... .... ____ ...._- .. _ __--------------------------------- _.--__... ------- ... ._._._.. .---------------------------_, _---------------------_--------- ...___.__. ..------------------...- _..._.------ .--- ..__ ... _.--_ ..--------------- -__-._------------------_ _.-__ -------_ .__ _ TILE -}— TILE-8 -8 — TILE-9 SHEET NOTES D - - �a Mart in . and S u t t t e A r c h i t e c t u r e 813 SW Alder, mezzanine 6 PortlB+td, ON 9 205 f 1. See finish schedule, specifications for wall material/ \ / \ product/color/finish info. All Co tto enNheNn s the so a propD SUTTLE lerty of Martin nd TECTURE LLC X12 l� 2. See finish schedule, specifications for all cove base/ suttle Architecture LLe,and may not be reproduced or ` ` the material, product/color info. these documents,without the express written consent of _M 3. See Enlarged Interior Plans& Elevations, ID6.18 for Martin and Suttle LLC. material layout details and patterns. These Documents are intended to convey INTERIOR 4. See Arch. drawings, Spec. for all wall-mounted fixture FINISH INTENT ONLY,and shall not be assigned any authority or liability beyond the application of interior 02 TILE-8 /equipment/Casework, u.n.o. finishes,including but not limited to Architectural/building 1A 1B 1C IDs.1s 1D envelope design,Code compliance,Construction means and methods,Structural design/specification/ (—__-� BOYS calculations,Civil design/specification/calculations, — 22 Mechanical design/specification/calculations,Electrical = - design I specification I calculations,Landscape design/ �O3SCALE: 1/4" 1'-0" specification/calculations. Martin and Suttle Architecture LLC shall not be held responsible or liable for errors/omissions with regard to any of the above services,or any other services not specifically defined as INTERIOR FINISH INTENT. See Specifications for specific manufacture 1 assembly 1 installation/performance standards and product information relating to all interior finishes identified in these documents, TILE-8 TILE-9 TILE-8 TILE-8 41 - _ 02 TILE-8 2A IDs.1e 2B - 2C 2D GIRLS - 222 A6.03 SCALE: 1/4"=1'-0" - t 1 ( I TILE-8 1- I GYP. P-1 GYP. P-1 f` .. TALE-9� - � TILE-9 GYP. P-1 GYP. P-1 TILE-8 / 31_011 3'-0" I� 51— f TILE-8 03 6A 6B IDs.1s Q� TILE-8 os TILE-8 TILE-8 3A 3B IDs.1s 3C 3D . MEN - .205 GYP. P-1 GYP. P-1 A6.03 SCALE: 1/4"=1'-0" - __ 0 N Z LL nfln Ca N M O N 0 0 GYP. P-1 GYP. P-1 GYP. P-1 GYP. P-1 d c 0 TILE-8 TILE-8 ■ W M -o CU 6C 6D r— 1= RESTROOM 224 ` 3'-0" �_03SCALE: 1/4"=1'-0" TILE-9� issues/revisions GYP. P� 100%CD 7- 11A 12 TILE-8 TILE-8 TILE-8 os 4A - 4B 4C 4D IDs.1s 3'-0" Women 204 - a , �O3SCALE: 1/4"= 1'-0" os - TILE-8 - ID6.18 7A 7B TILE-8 ]---- — GYP. P-1 — GYP. P-1 GYP. P-1 TILE-8 TILE-9 _. INTERIOR ELEVATIONS 3._0,. — _ - - - – - HA os TILE-8 TILE-8 TILE-8 TILE 5A IDs.1s 5B 5C 51) 7C 7D ID 6mO3 RESTROOM 207 RESTROOM 136 _ �_03SCALE: 1/4"= 1'-0" A6.03 SCALE: 114"=1'-0" EQ EQ TYP TYP SHEET NOTES - ; a - -- rtin n 1 a d S u t t Q A r c h i t e c t u r e ...,.,... ;:, , M 813 SW Alder. McZzeflErle B por,iFatl OR 872 5 / / I. \4:1 / _ 0 .... , ._ . :.._. . ," 1. w surfaces shown �. .. .., \ / Unless noted otherwise, all firnsh all w -. r / w / a e to be . bd. ainted P-1. ._, . , \ / \ / gYP P 4 MARTIN AND SUTTLE ARCHITECTURE LLC 2012 / u / _ \ / All of n h :. ❑ _:. ..z.,. , 2. SS noted otherwise all wall base material shown sole property of M ❑ ❑ ❑ ❑ . . „, . LLC,and ma not be rea oduced or \ / ne e erein i to be RB-1. Suttle Aresitecture Y F appropriated for any other use!location than shown on \ \ / \ , \ 3. See finish schedule, specifications for wall material/ these documents,without the express written consent of L product/calor/finish info. Martin and Suttle LLC. \ \ / \ / \ 4. See finish schedule, specifications for all cave base/ These Documents are intended to convey INTERIOR --- - -- -- the material, product/color info. FINISH INTENT ONLY,and shat!not be assigned any authority or liability beyond the application of interior WAINSCOT, PL-6 TYP. 5. Unless noted otherwise see Arch. drawings, spec. far finishes,including but no#limited to Architectural/building 1A WAINSCOT TRIM, PLA TYP. - all wall-mounted fixture/equipment/lockers/ envelope design,Code compliance,Construction means and methods,Structural design/specification/ — TACK BD, BB-1 TYP. CaS@Wort(. calculations,Civil design!specification/calculations, Mechanical design/specification/calculations,Electrical . design/specification/calculations,Landscape design/ specification/calculations, Martin and Suttle . Architecture LLC shall not be held responsible or liable . for errors/omissions with regard to any of the above services,or any other services not specifically defined as . 11_ \ / INTERIOR FINISH INTENT. \ / See Specifications for specific manufacture/assembly/ 4'-0" \ / installation/ erformance standards and roduct \ / I. re d .., \ / 1. - relating to all interior finishes entified in these documents.information I t \ / docu is 11 \ / / \ \ \ / ZI. j \ \ \ / OPEN TO CORRIDOR / \ ❑ ❑ \ \ / ❑ rsN. a /i \\ / \ \ / 1 / \ � [V // \\ \ / / / \ / \ \ / / /r L/ \ I I — k i - WAINSCQT,PL-6 TYP. . \_ - .)B WAINSCOT TRIM, PLA TYP. PAIS T WALL PAl4 T WALL \\\ _: TACK BD, BB-1 TYP. - - - i rE CORRIDOR 120 , A6. SCALE: 114"=1'-0" \ I \ / \ / \ / -- — \ / \ / - __ - - ` l. . .. . . . ... _ :.., , ,. _.. ,. . , . .. ..,. ... , _.. . . .. , . 11 ._ . _ , r � .... _ ... H. : ,. . , :. \ 1 \ / \ ., ,. ,.. 1, I , ..... . .. .., _ . . . OPEN TO OPEN TO ,r. ._ . . . , R R R \ , \ / / ..., . , .. . . , . . . ❑ ❑ ❑ r. , % _. _,, ORRIDO / \ / \ I , / /J \\ $ // \\ / � \ / WAINSCOT,PL-6 TYP. \ 2A 2B WAINSCOT TRIM,PLA TYP. TACK BD, BB-1 TYP. ~ - — S CORRIDOR 127 A6. ') SCALE: 114"=1'-0" , . - 5..... - -1---0 ! . . C.) r . EQ EQ TYP TYP , \\\ Ll� \\\ .. \\\ . -#—a - , .... . .1 11 I1. . \ \ / \ \ / \ / ❑ I � i ❑ ❑ � .' ' ,.'. �'� " , 'r ,'j:*.�.";,'�I., ,_ . ----­I-1 I I'.,'..:. E :, ,:, / \ .\-i� n. ,..: .. , ., „ I I L_ I I I r I I / � \ I r . I I 0 A W � �� I \ I l \ - / \ rr I-6 . j .I I � ; \ / / \ / \ F_ 0C WAINSCOT,PL-ti TYP., � � I ir I Lj I _\ � I/ IHI 1�H . �,r••r/ Z I \ WAINSCOT TRIM, PLA TYP. ■ © 4 TACK BD, BB-1 TYP. � W V h,. 3A � � � L1J o WozL M cff Z p H \ / 4'-0" \ / [ � \ / _ - . � NO . \ / IS e reVlslOns < . su s :.,._ . \ / 1. / \ \ / / / \ Co OPEN TO ch .:. _, . RRID R / \ \ / / \ '� n100%CD 11 ril 12 , Ap / \ \ / / ❑ ❑ ❑ / \ N , ,�­�' '.. . / z i / \ - \ / A� / \ \ \ - /j \\ \ / / \ \\ \ \ L/_1 I \\,\ . . . . WAINSCOT,PL-6 TYP.. WAINSCOT, PL-6 TYP. PL-2{COUNTERTOP} ! \ \__ P 14 PAINT WALL P 11�T WALL 3C PL-i {TYP ALL FACES) WAINSCOT TRIM, PLA TYP. WAINSCOT TRIM,PLA TYP. . \�_ TACK BD, BB-1 TYP. TACK BD, BB-1 TYP. — 36 L=!l 2 CORRIDOR 209 A6,11 SCALE: 1/4"=1'-0" 1 [all I \ / \\ ,/ INTERIOR ELEVATIONS \ / \ / \ / \ , \ / . . \ / \ / / \ / OPEN TO \ / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ . \ O NT \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ° \ \ \ CORRIDOR OPE \ \ / \ /\ CORRIDOR r_1 I \ / ❑ ❑ \ / ❑ i i i / / ❑ i i i i i i i i i i i i i i i i i i i i i / \ / \ / \ . / \ \ \ \ \ \ \ \ \ / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / \ \ \ \ 1 \ \ \ \ / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 \ \ \ \ r \ _ / \ / \ - / \ . / / / lZU1 � / - _" - j ; .; . - ------4 / / / / / \ \ __ -� — �I 1\1 r_1 � I--./ . \�v - 0 � . - I I D . __. I . 6all � � q I r ; L � - ; i I . ; � I4B 4C 4A 4 CORRIDOR 216 A6.'11 SCALE: 1/4"=1'-0" TACKBOARD BBA TYP. - Marker Bd, typ., See Arch. -- – Marker Bd ., See Arch.] Pro'. Screen ty ., See Arch 5'-0" typ, t�vartin and Sattie Arphit e c t u r a 11-61t P, 6'-0" typ, 81$ sW alder, mezzanine e Portland. OR 97205 .. •.4,. moi; •4, �f.' / _ - \ aF - .:n '� - © MARTIN AND SUTTEE ARCHITECTURE LLC 2012 - ,'Y- / \\ .1i''1, =.�. :i'�- �.: ';�:•_- ^>•4•."-- a:;: of Martin and Cl- //�-� All Content herein is the sole property 11 • 1. *' .' ,. �•��. '7 •�-i 4 ;'itY_:.' .. _ II>), _ \ / _ , � \ Suttle Architecture LLC,and may not be reproduced or T- ..f.• - -.1• \ — - / '.1:3,._'�...t <'. •? •}t.t .•t::, .1 i -:Y�•.; •S.i„` E appropriated for •'` •`L. 'J•� - .,�r :S-. - L ^. •.Y � i an other use! •:- ! +� y location than shown an . ;;• o documents,without the these documen express written consent of :*�,., / •^- �. -:;• •a rt: :.�;, ��A: _ •:r \ Martin and Suttle LLC. :'j. - -n� '�_.�. '>'. ,��• -t-. / \ / \ :moi..° •: w p<:_ ..r •+. •",> 6 These Documents are intended to convey INTERIOR PAINT WALL ACCENT COLOR PAINT WALL ACCENT COLOR PAINT WALL ACCENT COLOR PAINT WALL ACCENT COLOR \ FINISH INTENT ONLY,and shall not be assigned any P-8 P-7 P-11 P-13 \ +� / authority or liability beyond the application of interior CD LL CLASSROOM 1, 122 LL CLASSROOM 3, 124 FTT 1 11 1 �� �= LL CLASSROOM 2, 123 LL CLASSROOM 4, 125 o finishes,including but not limited to Architectural/building /I envelope design,Code compliance,Construction means m and methods,Structural design/specification! 1 B 1 C calculations,Civil design/specification/calculations, 1 D Mechanical design/specification/calculations,Electrical 1 A design/specification/calculations,Landscape design/ t V p specification/calculations. Martin and Suttle 1 L C LAS S R O 0 ` i Architecture LLC shall not be held responsible or liable SCALE: 1/4"= 1'-0" for errors/omissions with regard to any of the above A6.12 services,or any other services not specifically defined as INTERIOR FINISH INTENT. See Specifications for specific manufacture!assembly I installation/performance standards and product information relating to all interior finishes identified in these documents. SHEET NOTES 1. Unless noted otherwise, all finish wall surfaces shown PAINT WALL are to be gyp. bd. painted, P-1. ACCENT COLOR 2. Unless noted otherwise, all wall base material shown - P-9 10'-0' to be RB-1. t+. _ :,. to - �s-�"" •f -- - \ - �:{ ''• - •� 't_ .ln, ,F - _ - - .t, �� _ _;+ - 3. See finish schedule, specifications for wall material - - / ,l ii '�'• t• _�• _ product/coo /finish info. 4, finish.�: See n hschedule, s ec specifications for II v �� _ •• a cove base/ R r it e material, r tI oduc /co 0 — -:� t r info. -- � 5. Unless Hated otherwise see Arch. d . R.+ 7 _ 't' •-q rawin s Spec. for all wall-mounted fixture/equipment/lockers/ casework. 2A 26 2C 2D (_2� LL CLASSROOM 5 125 - - - � , A6.12 SCALE: 1/4"= 1'-0" PL-2 (COUNTERTOP-- �L-2 (COUNTERTOP} , PL-4 CASEWORK PL-4 CASEWORK ' PAINT WALL \ _ ACCENT COLOR 95" 1�_8 J P-12 5'-6" 8 3'-0" - - - / rid• YR±• - - '1. !�": 'R.• CD tT I t ■ CD n In CD I - '•�I-�—'r/ W , 3A 3B 3C 3D 3 KINDERGARTEN CLASSROOM 128 A6.12 SCALE: 1/4"= 1'-0" W _ � � CL N Z LL- M O PL-2 COUNTERTOP W U �— rn PL-5 CASEWORK acnes PAINT WALL O 72 4'-0" 8'-0" ACCENT COLOR 5 —0" 2'-3" F— CO CoCQ Cl) Cl) L'w KIN \• issues revisions all nn )n F-1 ::jj 1 I \ 100°6 CD 11 April 12 ��� \ (L i 4A 4B 4C 4D 4 PRESCHOOL CLASSROOM 130 �.lSCALE: 1/4"= 1'-a" — -- UPPER CABINETS: LOCKING, GLASS-FACED DOORS-SEE ARCH. UPPER CABINETS: LOCKING, GLASS-FACED DOORS -SEE ARCH. PAINT WALL - ACCENT COLOR INTERIOR ELEVATIONS 7`�• - _ P-7 [��i I k ` c� - -id HOOD r. a 8'-3" 5A PL-1 FACES 5B PL-1 FACES 5C PL-1 FACES 5D (__-� SCIENCE LAB 210 - �_lSCALE: 1/4"= 1'-0" TACKBOARD BB-1 TYP. Marker Bd, typ., See Arch. - Pro'. Screen typ., See Arch _ 5'-0' typ' PAINT WALL tvtartin and Suttle architecture :- ACCENT COLOR � � � - - - P 819 SW Alder, Mezzanine B Portland, OR 97205 © MARTIN AND SUTTLE ARCHITECTURE LLC 2012 \ /� All Content herein is the sole property of Martin and w } T / Suttle Architecture LLC,and may not be reproduced or :' ♦. - .'t! -i'i?i'i 't r' - sw"t.:.w1Y.t«• ' - -' appropriated for any other use!location than shown on / \ t -:;'•;._ s. :;T ' '^ ;' "- s. ;:;+.•:;�, °r / r these documents,without the express written consent of - _ Martin and Suttle LLC. These Documents are intended to convey INTERIOR \ CDD FINISH INTENT ONLY,and shall not be assigned any \ authority or liability beyond the application of interior C) finishes,including but not limited to Architectural/building t envelope design,Code compliance,Construction means M and methods,Structural design/specification/ 1A 1 B 1 1 D calculations,Civil design 1 specification/calculations, Mechanical design/specification/calculations,Electrical WORKROOM ( (,( design/specification/calculations,Landscape design 1 V Y O R 1 \ROOM 212 specification/calculations. Martin and Suttie Architecture LLC shall not be held responsible or liable �.lSCALE: 1l4"=1'-0" for errors/omissions with regard to any of the above services,or any other services not specifically defined as r INTERIOR FINISH INTENT. TACKBOARD BB-1 TYP. TACKBOARD BB-1 TYP. See Specifications for specific manufacture I assembly/ Marker Bd, See Arch. Marker Bd, ., See Arch. installation/performance standards and product information relating to all interior finishes identified in Pro'. Screen ., See Arch Pro'. Screen ., See Arch these documents. PAINT WALL _ I PAINT WALL ACCENT COLOR — ACCENT COLOR - P-9 ( I P-13 -6" 6'-0" I , �,t: .tet •�4 "y .f,: _ iR. •w s- 't," '?•: - J _ I aT a ,4• CD 2A 2B 2C 2D ri-� UPPER LEVEL CLASSROOM 2, 213 & UPPER LEVEL CLASSROOM 3, 214 A6.13 SCALE: 1/4"= 1'-0" TACKBOARD BB-1 TYP. TACKBOARD BB-1 TYP. - - - - Marker Bd See Arch. \ Pro'. Screen ., See Arch PAINT WALL ACCENT COLOR —-- —- P-10 I / 3A 3B 3C 3D 3 UPPER LEVEL CLASSROOM 4, 215 4.? �_lSCALE: 1/4"=r-0" " TACKBOARD BB-1 TYP. TACKBOARD BB-1 TYP. Marker Bd See Arch. Marker Bd, ., See Arch. Pr©. Screen t ., See Arch Pro'. Screen , See Arch - -- PAINT WALL PAINT WALL ACCENT COLOR ACCENT COLOR — P-11 P-8 W :y� c •1` O - - ii1•= J.}•z - ,J' 'SJiY• - W C 3 Z U_ 5 CLN W rn . 0 � 4A 4B LL' 4C 11'-Ou 4D '-4 L� Q 10a 4 UPPER LEVEL CLASSROOM 5, 217 & UPPER LEVEL CLASSROOM 6, 218 W MCU _ �.lSCALE: 1l4"=1'-0" Z P TACKBOARD BB-1 TYP. TACKBOARD BB-1 TYP. Marker Bd, ., See Arch. Pro'. Screen See Arch issues/revisions PAINT WALL _ ACCENT COLOR 100%CD 11 Aa;i 12 P-12 12'_00 CD A I i \ ' - J a 0 I C`) A - I 5 5B 5C 5D r5__- UPPER LEVEL CLASSROOM 7, 219 A6.13 SCALE: 1/4*=1'-0" TACKBOARD BB-1 TYP. TACKBOARD BB-1 TYP --- TACKBOARD BB-1 TYP. Marker Bd, ., See Arch. SHEET NOTES Pro'. Screen ., See Arch INTERIOR ELEVATIONS I. Unless noted otherwise, all finish wall surfaces shown PAINT WALL _ are to be gyp• bd. painted, P-1. ACCENT COLOR 2. Unless noted otherwise, all wall base material shown - P-10 to be RB-1. �,.",..{•: -:,.. - .,r .� '_,": a i - - .�, - _ .,., _ - - 3. See finish schedule, specifications for wall material/ --_ i product/color/finish info. _ I specifications f II 4. finish h n r v See s schedule, sec cat o s o a o 1 Se s e e cove base � - P -- - r 'I material, r u to info. tile eproduct/co P •i - ,J: 1 - ♦J: _ :stn :Y,'l. .'i• •S' :Y otherwise e Arch. drawings, r 5 Unless noted erw s se A c d a s Spec. fo U ss t at e s .YY.. g P I , \ all wall-mounted fixture/equipment/lockers/ / casework. ID 6m13 6A 6B 6C ITW FTF tLj LLI t 6D r6- ART STUDIO 220 �_lSCALE: 1/4"=1'-0" - . - _ _ ! I I I I - I I I - 3'8" 3`8" 4'tyP.u.n.a. 2'-4" - - CALLIGRAPHY STRIP-carved wood relief - _ ;- . , , , .l - - I I I . ' i ; ! ' ! ! ! ? '.— Marti n and Sut tie Architecture ..,. s I I ` - ` t % ' ` - - - 813 SW alder. Mezzanine a Portland, OR 97205 i �- -- — ---- —"-- — , \ i ! I r , / , ; , , _ — j / \ \ ( .. � f ! \ l f \ i \ \ r ! ? I, : r : ? i , ': r : � i ! i � 'I T i ____ - _ .` _ _'_1 , 1 ! \ ` I \ \ 1 I 1 i : 1 r -- - / I- 1 -I-- --- -I-- -' - - - --....._T L ----- ----------- - -----I T- I ----- ------ --- _L- - I -- - ---I -- / I 1 t / 1 \ ! \ \ i- j , l \ 1 1, I / 1 r }_ �; - - -_- - __ _ -_ 0 MARTIN AND SUTTEE ARCHITECTURE LLC 2012 _� —�— Z T T \ i l : \ — / I1 1 I - - i I I 1 / - -_ __I L_- - - -- _I- - ---- , x- - - - -- -- - -- - --- -I..- - --- --- - ---__ -- ---I- ___ --- --- i- y - - - \ r \ t t ! , , r \ 1 / / \ \ T _ _ r T T - -- - - - l-- T - - �- _ - Content i i I n / \ t , \ , / I , r T t here n s the SO a property of Martina d / \ r / \ \ \ , i I ! All Co to I_ -Z_._ _... - -� - -[ I- - -1 l I.. - - - - 1- I \ -- -�- i L - -- I - I -- [.... I i - / \ \ r \ ( / / \ ! \ 1 I , i / / 1 \ I r - r -- Suttle Architecture LLC and may not be reproduced or / ; I l , , Y P T f I \ ` / / / / l _ ; r 1 Z appropriated for any other use/location than shown on \ \ 1 , 1 ` 1 r T : 1 / 1 / / 1 I f / I i I i these documents,without the a ress written consent of t l t \ \ / I \ i i t 1 \ \ 1 \ i i E F I I \ / \ ( , , , I I I I / , \ \ , M rtin an LL a d Suttle I i ; i / C i i I / , i I ! ! i / t i 1 I \ \ ! \ ! / / / i / \ 1 I - I / / i" 1� \ 1 \ 1 \ / 1 \ i 1 ` i : 1 i \ r I i i / ! I / \ 1 i / I 1 I ! ) � 1 / t7 r t I i 1 I 1 \ \ I \ 1 r \ r i� J \ i i l \ 1 r v J \ ' These Documents a intended t convey INTERIOR I / \ \ 1 u e o co / r Y j/ i \ / ( i \ tf / 1 1 / `i' i ! i r , i ! 1f I \ , i 1 . `i i 1 r 1 I t , 1 i 1 \ 1 1 \ i I 1 I I / t}\ FINISH H INTENT N n hal assigned ij t i S ONLY,and shall not be ass ed an i \ I 9 Y c G-o q o G o-b o b b o G"n o p.-o b r - , , , r —— — — — _ authori or liabili be and the a lication of interior i C o c u c •!.n o G D o e b°G e - , tY ty Y PP / / v o"b D v v o u o c crD q b 9^0° / % ( / , _ o G c c O , i \ ! roo Gu Io.DD i� ! 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These Documents are intended to convey INTERIOR i FINISH INTENT ONLY,and shall not be assigned an I ! � _ y W f authority or liability beyond the application of interior Z finishes,including but not limited to Architectural/building D.. I envelope design,Code compliance,Construction means 1 - - — - and methods,Structural design/specification/ I �' SA ons,Civil design/specification/calculations, _ 7- l..-.._..._. _-_ _ 1 56 Mechanical design/specification I calculations,Electrical 1 �_- design I specification/calculations,Landscape design 1 �- 0! WRF-1 I specification I calculations. Martin and Suttle I i Architecture LLC shall not be held responsible or liable for errors/omissions with regard to any of the above services,or any other services not specifically defined as Wall-mounted shelving - See Arch 12"d. wddisplay case typ. outer fin. to match WD-1, INTERIOR FINISH INTENT. int. fin. white p-lam, internal lights, ad-. glass shelves. See Specifications for specific manufacture!assembly/ installation 1 performance standards and product --- --- ' _ --_ information relating to all interior finishes identified in thes - - - - - 4„ a documents. tVP- 1 . . 1 L 1—. I . - •.. ,� • _ -. _---- ------- _ _ - Cr • a '' t"e'er•. +o`.✓:•K,; '+,• ; ..�..... ' - I 1 i I I I - ,t 1 I 1 : I � , 1A CMU-1 TACKBOARD BB-1 TYP. 1 B CMU-1 5G cash-wrap counter, fin. to match WD-1• lass dis la 5D r_-� ADMIN 13$ �.lSCALE: - I Marker Bd, typ., See Arch. ! ------ - ----- i i -- ' 1 I I _ ! i I ! -- --- - --...- -- - ---------- - -- --- ----- --- - - -- - - - - -- ------ - --- I ! [____ T -_I ._� - -- ..I..... _ - - ---- i ' l E (812-6" X 6'-0" ACOUSTIC PANELS - WP_F-1 L -I- --- ---- - 1- i - 1--, - - -i.- -T --- ---- — - ----------- L -- - ---- - i - - -r- - L 1 - - I -- -_ - - _ 3A 3B i ACOU TIC s PA I I ! WP -1 I ! Wall-mounted shelving - See Arch - 1 I- I __I.... I Z . _....I_ I -I ..._ - _...._ I T t - ' ' A• - - fi:•4 l - --- -�_ _.!..... I_- — -- _ - -- - - -- --� - 1 - --- - - - -- - - - ----- T -- -- ..- -- --- - ..,.._ ....-.-..-_ _-.. 1 - - - --- --r CMU-1 Pro'. Screen, See Arch. CMU-1 TACKBOARD BB-1 TYP. 1 C 1 D IL �-+ Z L LUNCHROOM 119 3C 3D �_ Ct1 � ty 1\A!.15 SCALE: 1/4"=1'-0" LWl ADMIN 138 � � o A6.15 SCALE: 1/4"= 1'-0" ��, � ! 1-- CO .Cn � Z r P 4i ` f / \ issues/revisions 100%CD 11 April 12 ZO ( l \v/� LI WD-1 WD-1 - 2B 2C 2D 2A (-__-� MUSEUM 101 - - A6.15 SCALE: 1/4"= 1'-0" Marker Bd, typ., See Afig rch. PAINT WALL - SHEET NATES INTERIOR ELEVATIONS ACCENT COLOR ,;.�•�.t .•.:�::F.;,,�:1: 1. Unless noted otherwise, all finish wall surfaces shown , are to be gyp. bd. painted, P-1. 2. Unless noted otherwise, all wall base material shown { ` I I i I • to be RB-1. t �= 3. See finish schedule, specifications for wall material I o GQ _ _ _ _ _ product/color/finish info. aw _ REFR 4. See finish schedule, specifications for all cove base/ the material, product/color info. 154Ac5. Unless noted otherwise see Arch.drawings, spec. for Pro'. Screen See Arch. TACKBOARD BB-1 TYP. all wall-mounted fixture 1 equipment I lockers! D ' 6m ase oI MOEN 4B 4C 4D WORKROOM 135 I I �_lSCALE: 1/4"=1'-0" i i PATTERNED STEEL GUARDRAIL- SEE ARCH. PATTERNED STEEL GUARDRAIL - SEE ARCH. — / 'ji _ .. ;1+ t 11 ;i 1tl 1l_ 1�_!j_l/1/l�l_/` /1j I%/t/;'�/I _l/I//�/f_l,—!_`1��,,i—``/1\ �\�(\\11`_,\1`l 1—cgO"-•(Oq!Ot/_1Ugo�UqO�l`/,1t,J_/�•!/1'rt• �Ot,}//O/iI�I1 I 1 1 J'v�t T�!r j/�I�C1l/l1 t t` W` D-i�/`!�!�`1�t,1 ti`1\\ l,{i l 1/1it`f/;/i�tII i 1%r l/l t 1 j i jl�//(/?l'ij,�• W�D�-Vl�1 V 00Oti\ /ffiG,`1.OC0•�/10GG\/--OO ,a0 \00 0 YYo,00 0p`. 0O- - i /-- \j� \ ` - - — - - / —( — - tseaIry ricet/is n orand .�t .hS.�e.ru!s lteitry l_ice es n�AaQ-or't cs phJe ciirt fic eaclly /t ue firne 813 SW Alder, mezzanine s Portland. OR e 9 d7 2a / s 0 5 0 MARTIN AND SUTTLE ARCHITECTURE LLC 2012 All Content herein is the sole roe of Martin and Sutte Architecture LLC,and may not be reproduced or appropriated fa•an other use/location than shown onOPEN TO these documents,without the express written consent ofCORRIQOR Martin and Suttle LLC. JThese Documents are intended to convey INTERIOR FINISH INTENT ONLY,and shall not be assigned any authority or liability beyond the application of interior finishes,including but not limited to Architectural/building envelope design,Code compliance,Construction means 1 and methods,Structural design/specification calculations,Civil design/specification/calculations,4A 4B Mechanical design/specification/calculations,Electrical o7 c"r7=oLq- 0- =c Go - O0- UaoOGOGo -o" Go q �� oo GoG a qG 00 77. :70C gG qRD,- ? a"oooq - oaoflodesi n s ecifieationtca[culafsons,LandSCa GdeS► n IGoeoq o000 o Cqa o a o G aooo ,ogOo-qOo a'o q eoa a o - oGa - GG000�0000go �G0000go0go, 00e 00eCCOOCUcg qo0 `oGa 00GO000 : G _ aooo00000Go5ao oaGaGoag `aaoGoGoggocoaGa o G a 0 specification/calculations. Martin and Suttle 0e Go gG0a0go oaoq00oo0L 4, 0oo00000000o o0Cc0qq 0 O 0o G oaaqoo0aaGGGe goGN e O �OoUO G o c Oo ` 000000 000 Architecture LLC shall not be held responsible or liable` as ,o GG oOa'G qc q Go " o q OC0OOGJC0qG 0 C O 0 C,0. CCq 0„G G c0 �OOO G C OCa`OO P HUCo, r 0for enorSlomissionSwithregardtoanyoftheabove 0 .OOOOP_O O 22'- " (sh for�shINTERIOR FINISH INTENT.n, otte ej See Specifications for specific manufacture/assembly installation/performance standards and product information relating to all interior finishes identified in these documents. OPEN TO CORRIDOR F, FWD. BENCHGLASS-FRONTED TROPHY CASE CALLIGRAPHY STRIP -Paint, by 1wrier ALLIGRAPHY STRIP-Paint, by 4C 4Dwd. to match WD-1• ad'. shelves owner DMIN 1211A 1 B SCALE: 1/4"= 1'-0" DECORATIVE PANEL-b owner WD-1 WD-113`- 01 J o 0o �J OOgOC 004O0OU000000000000000000O0OC O OOQOQOO00OCOOO OOOpOOOOCO O0G0UOO U O O 000 0 0O0U0 O00Q 0 O 0 U 0 O0GO N 00000 0? OgO0O00JO000 a 00 0 0 0 0000000 o U OC00 0 0C 000O 0 G C / 10 OPEN TO CORRIDOR OD CALLIGRAPHY STRIP-Paint, by RECEPTION DESK-WD to match owner WD-1 stone the -lam. 1 B STAIR) W LOBBY 100 p �' A6. SCALE: 114"=1-0"' ,, 1 \ / / / -- �- 5. Uarnelet0ssbneogt ey.dp.obthde. prwaiisnetesde ,eP A-1r.c h' . drawings, s/p r - 0rC_4 w WD-1 a 05 CD 0 GYP-P-14 GYP- n W CO Cc GYP-P-14GYP-P-14 GYP-P-14 issues/revisions 100%CD 1 i�A7 3p rl 12 2A 2B 2C 2D CORRIDOR 108 1SCALE: 1/4"= 1-0" SHEET NOTES 1. Unless noted otherwise, all finish wall surfaces shown GYP-P-14 GYP-P-14 2; Unless noted otherwise, all wall base material shown to be RB-1INTERIOR ELEVATION iS 3. See finish schedule, specifications for wall material product color/finish info. 4. See finish schedule, specifications for all cove base the material, product color info. all wall-mounted fixture/equipment!lockers casework. WD-1 3A 3B 3C 6n16 CORRIDOR 113 SCALE: 1/4"= 1-0" — ,i ---- � �_ -- ---- Martin and Suttle Architecture 813 SW Alder, Mezzanine B Portland, OR 97205 © MARTIN AND SUTTLE ARCHITECTURE LLC 2012 All Content herein is the sole property of Martin and Suttle Architecture LLC,and may not be reproduced or appropriated for any other use/location than shown on these documents,without the express written consent of _ PAINT WALL Martin and Suttle LLC. ACCENT COLOR These Documents are intended to convey INTERIOR P-1 1 FINISH INTENT ONLY,and shall not be assigned any .r,�'ti�a, ,�_.'''.t,:••a::• •."..'.; `�;F: � �:_.�::.;:.•�_`j•,-:�•:==•;�; :�.:>::�•{''._�: 'Y;;;.:=•�'�..•�-•.r.-- � �,;�•.:-''.',t'..;-r.z,z,t�;,'r.,:�•:r.:.,:�f;:;.:�*'_t= :s�.";�:;,.;,{•.:.,r Ea••.•:�i authority or liability beyond the application of interior t• Ar.- finishes,including but not limited to Architectural/building 7�>. �•.�-t',�O f,'K:• `: .•� • ,y�;• .s. a, 't••^:S.K.• r.: ',�• _ t _ `� ;-; ' .L•= �.•'t• :� >+ envelope design,Code compliance,Construction means �•r:-•°� *°'•�'�'�-':.��`�•.x�',�•"� -;';�>:. ��•��' �_=+`..'' '`•';.��`�x�-„�s���t �s�> .,;c' \ _ _ `tT..•!t{?•,�c,..a.''••�:.":�a•..�'�;;.•;;t•+♦i.X.>';;:.a..t,G,"c..`;;*_t:•r`!.{•`r:_«.•.•-•.-t:;•1w':;•,:�l'.�!.-'t'.'.••`;•+- ff}:1;;,ita:•�t.`..:��'�'�•i'^,•,H'�•::,Y.'iMt✓r!!` .«.;...i~'•s•~i,':y'r! - Structural design!specification calculations,Civit design tigesignlspecification�calculons ,Electrical design Ispecification I calculations Landscape design 1 specification I calculations. Martin and Suttle Architecture LLC shall not be held responsible or liable for errors I omissions with regard to any of the above services,or any other services not specifically defined as INTERIOR FINISH INTENT. See Specifications for specific manufacture/assembly 1 installation/performance standards and product information relating to all interior finishes identified in 1A 1 B 1 C 1 D these documents. COMPUTER LAB 225 A6.17 SCALE: 1/4"=1'-0" PAINT WALL — - - - ACCENT COLOR - P-5 2B 2C 1 2D i 1 L I B RARY 226 A6.17 SCALE: 1/4"=V-0" `\ , PAINT WALL ACCENT COLOR \ i ( 3A 3B 3C 3D (-__-� • 2 IW MEETING 211 �_lSCALE: 114"=1'-0" 1 f O Q Z U_ C� co O Eli O CD i O L W M N PAINT WALL Z CD ACCENT COLOR / t- s•S��.t,-!s't ra_�A•r�:�s!'3 / - a .'���F••,�m..•p r�!s w. . �a �..�' i;?.•••�'s• .moi%:;� �,',��;� ,tr••.j^A. , .!•• �,�• %j, ".'-M. Issues/revisions `\:=t..,Z =`3, t. -qty;. ';� :;: •,1. A.-fita�.i t t.. -t"•t••. N'•'f.•r•.,d.. S1`.+-. iia t'jY f':4 PAINT WALL 100%CD 11 April 12 ACCENT COLOR P-4 4A 4B 4C 5A 5B PRESIDENT 206 MET PR - 208 �17SCALE: 1/4"= V-0" A6.17 SCALE: 1/4"=1'-0" WD-1 \ / 4\ GYP-P-14 \ / - / WDA GYP-P-14 OPEN o SHEET NOTES STAIR i 1 INTERIOR ELEVATIONS 1. Unless noted otherwise, all finish wall surfaces shown are to be gYP bd. painted, P-1. 2. Unless noted otherwise, all wall base material shown 1 '(r to be RB-1. 3. See finish schedule, specifications for wall material/ ! % product/color/finish info. _ 4. See finish schedule, specifications for all cove base/ tile material, product 1 color info. 5. Unless noted otherwise see Arch. drawings, spec. for 6A 6B 6C all wall-mounted fixture/equipment/lockers/ casework. LOBBY 200 ID 6m17 �.lSCALE: 1/4"= V-0" start in and Suttle Architecture ..._ 813 SW Alder, Mezzanine B Portland, OR 97205 (� T �+ © MARTIN AND SUTTLE ARCHITECTURE LLC 2012 C+Fl E E t N OTE�7 All Content herein is the sole property of Martin and �7 Suttle Architecture LLC,and may not be reproduced or appropriated for any other use I location than shown on 1. See finish schedule, specifications for wall material 1 these documents,without the express written consent of Martin and Suttle LLC, product/color/finish info. 2. See finish schedule, specifications for all cove base/ These Documents are intended to convey INTERIOR the material, product/Color info. FINISH INTENT ONLY,and shall not be assigned any authority or liability beyond the application of interior 3. See Enlarged Interior Plans& Elevations, ID6.18 for finishes,including but not limited to Architectural/building material layout details and patterns. envelope design,Code compliance,Construction means and methods,Structural design/specification 1 4. See Arch. drawings, spec.for all wall-mounted fixture calculations,Civil design/specification/calculations, /equipment/CaS2WQrk, U.n.O. Mechanical design/specification/calculations,Electrical design/specification/calculations,Landscape design/ specification/calculations. Martin and Suttle Architecture LLC shall not be held responsible or liable for errors t omissions with regard to any of the above " services,or any other services not specifically defined as INTERIOR FINISH INTENT. See Specifications for specific manufacture/assembly/ installation/performance standards and product information relating to all interior finishes identified in these documents. TILE-5 MOSIAC;COLOR:D192 AEGEAN TILE-1 MOSAIC;COLOR D!BARGE(MATCH SURROUNDING FIELD) TILE-5 MOSAIC;COLOR: D090 PUMPKIN SPICE 00. TILE-5 MOSAIC;COLOR: D159 OCEAN BLUE .. .. Y♦ - It � .. —IN � I • T 01 TILE DETAIL - Lobb Floor A6. 8 SCALE: 1"= 1'-0" LOBBY-100 4' REPEAT 10 4"tYp. TILE-9 QH41 AZURE T rW7 � �=W \Q 4 U J - Z _�- - t -- - -- -�- - - TILE-9 QH31 PERIWINKLE BLUE ,yam El 75 M LLJo � o 'IM - ------ ------ M L. r _� ' _..:-- - .- TILE-9 QH241VORY i i W Cts - -7 k - - - - -' - - f -- - O } -- j -{ - TILE all field) _ - - - - - t - -} -- — ti : ; ;r n,•t f{:,:::?:: 1 1 u TILE-9 QH41 AEGEAN T - .t - - - - Issue /revisions - --_ ---- �- __ _+ _ - 100%CD 11 Apnl 12 __ _ _ -_-- _ -- +_.. - -...- r ; -} -r - - + --+t + G- - - - - TILE-2 di _ .._.-s--_ _ _--- - rn 31 REPEAT ' - ... -- _.-- _ IM-- 551=1 i ! =7 rnn i t _... ...—i I - TILE-7(cut to fit) - - ON L -- _ V CONTROL , ` VALVE f I i i t ' 01 is -- _- 'cra - - -- - - - -- - --- i --- -------- -- - --- ' ' J All _17 l-5. X // i _ T I i- I i ---. _ : WUDU SEAT ENLARGED INTERIOR LANs / ELEVATIONS P -- --'1 - _ - i i - -- -------- ,. — — .. I eq. eq. TILE-3 1 -1 1 -4 eq eq (-o_2� TILE DETAIL - Restroom AccentrO3 TILE DETAIL - Restroom Accentro4 TILE DETAIL - WUDU WALL1 D 6m18 �_l SCALE: 1" W-SHWR-103; M-SHWR-104; A6.18 SCALE: I" RR-129; RR-130; RR-207; A8 scALE: 1"= 1'-0" WOMEN-114; MEN-1 '15 UNISEX-107; BOYS-132; WOMEN-204a; MEN-205; GIRLS-133; BOYS-221 ; RR-224 GIRLS-222 PLUMBING SYMBOL LIST C . Z - NOTE: This is a standard symbol list and not all items listed may be used. PLUMBING FIXTURE CONNECTION SCHEDULE PLUMBING EQUIPMENT SCHEDULE OON EC LION SYMBOLDE �PT10N EL CTRCAL Abbreviations KEYED NOTE SYMBOL Ow V Ow FMI AF-1 ABLUTION FAUCET --- --- 1/2" 1/2" CP-1 CIRCULATION PUMP: 3 GPM AT 20 FT. OF HEAD. 1/8 HP # NUMBER BASIS OF DESIGN: TACO SERIES 009-SF5-IFC 115 V (N) Piping Fittings NEW BF-1 BIDET FAUCET --- -"_ 1/2" 1/2" 1 PHASE AP AFF ABOVE FINISHED FLOOR ACCESS PANEL 1.40 AMPS DF-1 DRINKING FOUNTAIN 1-1/2" 1-1/2" 1/2" -__ BFF BELOW FINISHED FLOOR D CAP CP-2 CIRCULATION PUMP: 2 GPM AT 10'FT. OF HEAD. 1/8 HP BLDG BUILDING EW-1 EYE WASH --- --- 1/2" 1/2" BASIS OF DESIGN: TACO SERIES 009-SF5-IFC 115 V. CLEANOUT TO GRADE 1 PHASE CD CONDENSATE DRAIN -'-�COTG , ___ ___ MET FD-1 FLOOR DRAIN SEE SEE 1.40 AMPS CL CENTERLINE -Q DOWNSPOUT NOZZLE DWGS. DWGS. - CommunitySp-1 SUMP PUMP (ELEV.): 50 GPM CAPACITY AT 15 FT. OF HEAD 1/3 HP CO CLEANOUT FLOOR CLEANOUT CONT. CONTINUATION FCOFS-1 FLOOR SINK SEE SEE --- --- BASIS OF DESIGN: ZOELLER 152 115 V Center DWGS. DWGS. 1 PHASE CP CIRCULATION PUMP M FLOOR DRAIN 10330 SW Schoils Ferry RD FS GO-1 GAS OUTLET: 1/2" GAS CONNECTION ___ ___ ___ ___ SE-1 SUMP PUMP: DUPLEX, 150 GPM CAPACITY ® 20 FT HEAD. 5 HP CW COLD WATER ® FLOOR SINK Tigard, OR 97223 BASIS OF DESIGN: WEIL 1626 WITH 2613-3 REMOVAL SYSTEM, 2834 TEATHER SYSTEM, 8165 DUPLES 208 V DF DRINKING FOUNTAIN HB-1 HOSE BIBB --- --- 3/4" _.-- ALARM PANEL, 8805 COVER AND 8816 CURB FRAME. 42" X 72" FIBERGLASS BASIN 3 PHASE FLOW DIRECTION _ DFU DRAINAGE FIXTURE UNIT � L-1 LAVATORY: STANDARD HEIGHT 1-1/2" 1-1/2" 1/2" 1/2" WH-1 WATER HEATER: 100 GALLON STORAGE, 199,000 BTUH INPUT, 252 GPH 0 90 F RISE 120 V DIA DIAMETER HOSE BIBB nu treach WH-2 BASIS OF DESIGN: AO SMITH BTH 199 1 PHASE DN DOWN Education Recreation OD-1 OVERFLOW ROOF DRAIN SEE --- --- --- 1.8 AMP --,�-,� PIPE -BELOW GRADE DSN DOWNSPOUT NOZZLE Musiim £bticativiv*.f Trust DWGS. DWV DRAINAGE, WASTE AND VENT PIPE DROP Muslim RD-1 ROOF DRAIN SEE --- --- --- EL ELEVATION - PIPE GUIDE Educational DWGS. ET EXPANSION TANK Trust SH-1 SHOWER 2" 1-1/2" 1/2" 1/2* PIPE RISE F FIRE, FAHRENHEIT 10330 SW Scholls Ferry RD Tigard, OR 97223 SH-2 SHOWER 2" 1-1/2- ,/2" 1/2- FCO FLOOR CLEANOUT PUMP ` WATER SERVICE � "C �- - FD FLOOR DRAIN _�-_ SHOCK ABSORBER / WATER HAMMER ARRESTOR _ ���o PR SH-3 SHOWER: 2" 1-1/2" 1/2" 1/2" CALCULATIONS FF FINISHED FLOOR �c,� GINE si© T&P RELIEF VALVE WITH PIPE TO DRAIN S-1 SINK 2" 1-1/2~ 1/2" 1/2" (BASED ON APPENDIX W) FS FLOOR SINK, FLOW SWITCH S-2 SINK 2" 1-1/2" 1/2* 1/2" FDMJFE DUANTITY APPENDIX'A'-TARE A-2 TONAL FDCR�UNITS FT FEET TEE DOWN ON PIPE �OREGONy PRIVATE PtIELIC Pl>t3iC PFIiVATE PMC KEW C75} J0,2 I 1 IVIDUAL GENERAL .HEAVY USE GENERAL HEAVYAM COLD HOT FV FLUSH VALVE TEE UP ON PIPE q��R�y Lp55�' S-3 SINK 2" 1-1/2- 1/2" 1/2- DWELLN0 119E ASSEM19LY 068CIFIFTICN DWELLN0 USE ABY WATER WATM GAL GALLONS EXPIRES: 12/31/1� 0 0 0 BIDET - - 1.00 0.00 0.00 0.00 0.00 UNION S-4 SINK 2" 1-1/2" 1/2" 1/2" 0_ _14 _ 0 CLASSROOM SINK _ 1.50 _- 1.50 0.00 21.00_ 15.75 GPH GALLONS PER HOUR -- W C9 0.... 1 0 CLOTHESWASHER, DOMESTIC _ 4.00 4.00 0.00 4.00-_ 3.04 VTR V z 0 8 0 ABLUTION FAUCET _ 1.0.0 1.00 1.00 _ 8.00 6,00 GPM GALLONS PER MINUTE ;off VENT THROUGH ROOF Ce S-5 SINK 2" 1-1/2" 1/2" 1/2" 0_ _ 0 0 DISHWASHER, DOMESTIC 1.50 1.50 0.00 0.00 0.00 GW GREASE WASTE U. w UJ 0 4 0 DRINKING FOUNTAIN OR WATER COOLER 0.00 0.50 0.75 2.00 --- z - ---� �S4 WALL CLEANOUT � z 0 1 0 HOSE BIBB 2.50 2.50 0.00 - 2.50 --- _. GWH GAS WATER HEATER H TD-1 TRENCH DRAIN SEE SEE -- --- 0 6 0 HOSE BIBB, EACH ADDITIONAL 1.00 1.00 0.00 _- 6.00 --- _ _ Z z 0 1 0 KITCHEN SINK 1.50 1.50 0_00 1.50 1.13 _ DWGS. DWGS. - --- - HB HOSE BIBB - ui 0_-- _1 0 _ WAREWASHER 2.00 _ 2,00 _ 0.00 0.00 -_ 2.00 Piping Systems �� s 0-- 39 _ 0 LAVATORY - 1.00 1.00 1.00 39.00._-- 29.25 HW HOT WATER TD-2 TRENCH DRAIN SEE SEE --- --- 0 1 0 SERVICE SINK OR MOP BASIN 1.50 _ 3.00 0.00 3.00__ 2.25 s 0 6 0 SHOWER, EACH HEAD 2.00 2.00 0.00 _ 12.00 _ 9.00 -----120'- 120' HOT WATER PIPING o �� N DWGS, DWGS. - - - - HWFU HOT WATER FIXTURE UNIT _ 0 25 0 WATER CLOSET, 1.6 GPF, FLUSHOMETER VALVE 5.00 5.00 8.00 125.00 --- rn c v - -- �•• .iC Q InN -- CQJ 0 _ 1 _ 0 _. WORKROOM SINK 1.50 1.50 0.00 1.50_ 1.13 HWR HOT WATER RETURN _.____.120•_ 120' HOT WATER RETURN PIPING `�" U L C M WM-, WASHING MACHINE SUPPLY AND DRAIN 2" 1-1/2" 1/2" 1/2" t o o a a) TOTAL _-. - 225.50 69.50 W L IE INVERT ELEVATION FLOW IN GPM 97 - 58 z W m - - ---140'- 140' HOT WATER PIPING a 0 o � o " _ " _ _ IRRIGATION FLOW IN GPM 0 " '. Q r- c'a " WC-1 WATER CLOSET: WALL MOUNTED 3 2 1/2 --- TOTAL GPM REQUIRED 97 -- IN, INCHES a. MINIMUM DAILY SERVICEPRESSURE _ _ 70 _ Psi L LAVATORY -----140*- 140' HOT WATER RETURN PIPING WC-2 WATER CLOSET: WALL MOUNTED 3" 2" 1/2 --- b. STATIC HEAD LOSS .434 /FT2t FT HGT. _ 8.68 Psi C. WATER METER PRESSURE DROP _ [??] _-_ METER SIZE _ _ 5 _ Psi __- MIN MINIMUM _ COLD WATER PIPING r WC-3 WATER CLOSET: FLOOR MOUNTED, CHILDREN'S HEIGHT 3" 2" 1/2" ___ d. BACKFLOW PREVENTER [RPBP] [DCVA] [??] [MODEL TYPE] 13 psi e. PRESSURE REQUIRED AT FIXTURE_ _ 30 _ Psi MS MOP SINK PRESSURE AVAILABLE FOR _ N/A NOT APPLICABLE D CONDENSATE / INDIRECT DRAIN PIPING FRICTION LOSS, a - b - c - d - e 13.32 Psi - - -- - -- - -- ---- - NC NORMALLY CLOSED F FIRE PROTECTION PIPING TOTAL EQUIVALENT PIPE LENGTH _250 FT LENGTH X 1.25 _ 312.5 ft NOP NORMALLY OPEN _Gyp- _ GREASE WASTE BELOW GRADE OR FINISHED FLOOR MAXIMUM FRICTION LOSS NTS NOT TO SCALE - PRESS. AVAIL X 100'/EQUIV. LENGTH -- 4.262 Psi SERVICE SIZE FROM METER TO BUILDING --2 1/2- -- S. SK SINK -- HOT WATER PIPING SAN SANITARY ___ HOT WATER RETURN PIPING SD STORM DRAIN SYMBOLS LIST 2#G NATURAL GAS PIPING, 2 LB _ AND GENERAL SF SQUARE FEET GAS CALCULATIONS SOV SHUT OFF VALVE -PD-- PUMPED DISCHARGE NOTES PLUMBING APPURTENANCE SCHEDULE Na CX-- SPL11" TOTAL FKnM DiION Ffi(T. PEW M" TYP TYPICAL ------ _________. SANITARY VENT PIPING PLUMBING SYMBOL DESC ''T10N KITCHEN E 111F9MENT U. UR URINAL 11 RANGE 1 230,000 230,000 SANITARY WASTE OR SOIL PIPING ABOVE GRADE OR FINISHED ET-1 EXPANSION TANK: 4.4 GALLON, .45 ACCEPTANCE FACTOR 12 CHAR BROILER 1 72,000 72,000 VTR VENT THRU ROOF FLOOR BASIS OF DESIGN: AMTROL ST-12 13 FRYER 1 105,000 105,000 W WASTE SANITARY WASTE OR SOIL PIPING BELOW GRADE OR FINISHED HVAC EOUPMENT" FLOOR RPBP-1 REDUCED PRESSURE BACKFLOW PREVENTER: 60 GPM FLOW RATE 0 13 PSI LOSS HP-1 HEAT PUMP 1 200,000 200,000 WB WASHER BOX BASIS OF DESIGN: WATTS 919 POOL.EOLWIMEI T WCO WALL CLEANOUT TP TRAP PRIMER PIPING POOL HEATER 1 400,000 400,000 PL UMBNO EOUFWENTGenesi Valves - WH-1 DOMESTIC WATER HEATER 1 199,000 199,000 WH-2 DOMESTIC WATER HEATER 1 199,000 199,000 CONTINUATION �- BALANCING VALVE GO-1 GAS OUTLET 6 5,000 30,000 X GPM TOTAL DEMAND OW 1,435,000 X DETAIL NUMBER AND SHEET LOCATION -��� CHECK VALVE X TOTAL.DEMAPD(aW 1,435 XX-X EQUIPMENT IDENTIFICATION ---p•q-- GLOBE VALVE SIZING BASED ON 2010 OREGON MECHANICAL SPECIALTY CODE LOCATION 2 PSI SUPPLY PRESSURE WITH 1.0 PRESSURE DROP Q FIXTURE TAG (LEVEL BELOW FIXTURE) ---pql HOSE END DRAIN VALVE 250 FEET DEVELOPED LENGTH 1-1/4" 2,140 CFH XX FOOD SERVICE EQUIPMENT / CALCULATION TAG --D4- SHUTOFF 'VALVE, GENERAL 1" 1.040 CFH 3/4" 583 CFH a �t o # Date.- Description N Revisions N SHEET INDEX March 7,2012 N Date (0 PO.00 SYMBOLS LIST AND GENERAL NOTES - PLUMBING CS o P2.00 BASEMENT PLAN - PLUMBING Designed By 0 P2.01A FIRST FLOOR PLAN - PLUMBING - WASTE AND VENT 0- P2.01B FIRST FLOOR PLAN - PLUMBING - WATER AND GAS OB o, P2.02 SECOND FLOOR PLAN - PLUMBING Drawn By P2.03 ROOF PLAN - PLUMBING AL m P3.00 DETAILS - PLUMBING ^ Checked By = } W 16082 LO _ o U Project Number .Ty. • ' P0000 F=ai Sheet Number U v if this drawing is less than 30"x 42,it has Copyright 2008 been reduced.Scale accordingly. FILE: 0310POOO,DWG - PO.00 ( EDIT: 4/5/2012 10:00 AM BY CARRIEG PLOT. 4/5/2012 12:28 PM BY QUINLAN BELOG s - <<' O SHEET KEYNOTES - 1 WASTE CONNECTION. SEE P2.01 A FOR CONTINUATION.` ( ( 2 HOT WATER UP. SEE P2.01 B. 3 BACKFLOW PROTECTED WATER UP FROM RPBP FOR CONNECTION TO POOL EQUIPMENT. COORDINATE WITH POOL SUPPLIER. ( 4 FOR CONTINUATION OF UTILITY REFER TO CIVIL 2-1/2" DOMESTIC - ENGINEER'S UTILITY PLANS. WATER SERVICE 5 GAS METER/SERVICE COORDINATE LOCATION, 5 INSTALLATION AND SERVICE WITH SERVING UTILITY. MET ( ( PROVIDE ALL VALVES, REGULATORS AND OTHER APPURTENANCES FOR COMPLETE AND OPERATING SYSTEM. " 4" r-'"-"�.� 6 �"'� - 1435 MBH 0 2 PSI SUPPLY PRESSURE Community43DSB 1 6" FIRE 4" FDC P3.00 250' TOTAL DEVELOPED LENGTH. DSB 1 3 3,015 S.F. P3.002 SERVICE 6 WATER PIPING UP, SEE P2.018 FOR CONTINUATION. 390-"S:F. -� __ — — — _ _ _ — _ #- — - __ — — __ __ _ _ _ _ — _ _ _ — — _ _ _ — _ — — - — — — — — — - - - _ _ _ - __ _ 7 3j4" 2#G, 1-1f2" CW, 2" HW UP. SEE P2.01B FOR Center 21 � � - CONTINUATION. 10330 SW Scholls Ferry RD �'- U_ 10 11 12 13 8 PROVIDE GAS PRESSURE REGULATING VALVE AND Tigard, OR 97223 ! fir 230 MBH 72 MBH /10 MB w� SOLENOID VALVE BELOW CEILING. CONNECT SOLENOID F VALVE TO EMERGENCY SHUT--DOWN SYSTEM ', ,: r � '• � ''`� � t � ;``�,, 9 TRAP PRIMER LOCATION. PROVIDE CONNECTION TO FLOOR 1 2 j Q I -�►- -?I6T - -- - - DRAIN AND FLOOR SINK LOCATIONS SERVING STORAGE � 8 � - _ AND KITCHEN AREA. --Y- "4-� x ) 1 � t�, I FS-, 1 I I ! 1 2 GRATE 3.00 Education Recreation ES-1 1 =1 9 _ _ 1/2 GRATE 1 „: 1/2 GRATE - 140' Muslim ftwuNtiofl�il Trust - -__ cam.'- 0`i I ; r KITCHEN 23 1" Muslim. 1-1/4 118 22 Educational i 1 1435 MBH STORAGE 1 W Trust I 14,E 3/4" 3/4" 10330 SW Scholls Ferry RD 117 I ; ------ I = STORAGE I ! i �, 117 3 4" � �r Tigard, OR 97223 , , i FS-1 I ! i � � � 1 . 1/2 GRA 4� ' 1" 140 ' N KITCHEN 1 1-1 4 I 11$ j 2 GRA I 1037 MBH -- + 2p PROFFS / GIN£ s�D �---�------ --- --- ------ -`--� --------3"---------- -----�------__l-2------------- -- : -A� I -- ! /630 MBH 2" 4 6 p y� TO VTR ``�.,� 120 I 3 2 OREGON i+7 I ' 3.1 3 °�f ° 4" E 3/40 a 2" •�'- 1.0- 12/31/T 0,2flp`��, / '�' ~ ` `` < ,9NOREyy 1.PSS f 3 ' i EXPIRES: 12 31 ,2 FS 1 Q LL 1/2 GRATE a \' pC LU Z .. W r N Onn nn 1 9 � cc M N o N N U M.1 a 0 I? 0 W 1 ENLARGED KITCHEN PLAN - PLUMBING WASTE AND VENT 2 ENLARGED KITCHEN PLAN - PLUMBING WATER AND GAS, �-- _ X20 ) 0 2' 4' 8' 0 2' 4' 8' \J' � 4" W UP SCALE: 1/4"=1'-0" SCALE: 1/4"=,'-0" �-'/ 4" W UP �- / 4" 41 C } STOR4GE l /2 008 L 2" V UP TD J 3" 1-1/2" / 3/4" 1 KITCHEN FIXTURE CONNECTION SCHEDULE LLL CXX*EC�,� > - 7 BASEMENT SYMBOL FO TUF GAS cw HW W �.W V FEMAR S P3.00 SP-1 PLAN 3 WAREWASHER --- --- 3/4" --- f --- / > . / / 3.1 PRE—RINSE FAUCET --- 1/2* 1/2" --- --- --_ MACHINE / PLUMBING 10 OVEN—STEAMER --- 3/4" --- --- FS --- 002 1- 11 0 N / 11 RANGE 3/47 --- --- --- --- --- 12 CHAR BROILER 3/4" / A / 13 FRYER 3/4" --- --- 20 HAND SINK --- 1/21' 1/2 2" --- 1-1/2- 22 -1/2"22 TABLE SINK --- 1/2-. 1/2 --- / AS 29 ESPRESSO MACHINE --- 1/2- --- --- FS --- t " / 32 COFFEE MAKER --- 1/4- --- --- --- --- // . 3/4 ELEC ( 004 33 ICE MAKER --- --- --- --- --- --- 3/4" 35 SINK --- 1/2* 1/2- 2" -- 1-1/2' NOTE: 1) COORDINATE WITH FOOD SERVICE DRAWINGS P3.O0 / �� 2) PROVIDE MIXING VALVE AT ALL HAND SINKS TO LIMIT HOT WATER TEMPERATURE TO 11OF / # / MS—1 3) PROVIDE PRESSURE REDUCING VAVLE AND WATER HAMMER ARRESTOR ON DISHWASHER SUPPLY LINE AND SET PER MANUFACTURERS RECOMMENDATIONS. DATA 4) PROVIDE TRAP PRIMERS ON ALL FLOOR SINKS AND DRAINS IN KITCHEN / �' -006` /� 3" I 1 / ----- _ ----- RPBp� /I —-— — J M.2 / l 3" V ��3 / j 2 UP 1" POOL / -j I / FILL LINE / `- r----- ---- ---- --� �'� SE-1DF } HUB DRAIN I =M I 2" PD I FD-2 *3 1 POOL EQUIP I Q 2" 1 00$ I /STORAGE I CEILING. PROVIDE a �� J 007 SUPPORT C) �p� ( I # Date Description co 1—. I — Revisions o L - - - -. .- - - - - L - -. — ._... - - .Qt - - J March 7, 2012 N N Date co ui CS o ( Designed By 0 a OB rn Drawn By t^1 AL m V Checked By Cd >_ 16082 cn \/ / = J 3 BASEMENT PLAN - PLUMBING Project Number - 0 0 4' 8' 16' +, - r - _ P2w00 ki o SCALE: 1/8"=l'—O" � Sheet Number U Copyright 2008 If this drawing is less than 30'x 42,it has been reduced.Scale accordingly. CL FILE: 031OP200.DWG - P2.00 ( EDIT: 4/5/2012 11:44 AM BY CARRIEG PLOT: 4/5/2012 12:28 PM BY QUINLAN BELOG Q SHEET KEYNOTES 1 FOR CONTINUATION OF U11UTY REFER TO CIVIL- ENGINEER'S U11UTY PLANS. _ 2 WASTE PIPE AT CEILING IN BASEMENT. SEE P2.00 _ FOR CONTINUTAION. 3 4" WASTE UP TO SERVE FIXTURES ON FLOOR J ABOVE. SEE P2.02 FOR ROUTING CLARI;It':ATI0 ..- 4 PROVIDE WASTE AND VENT FOR CONNEC11ON TO - OUTSIDE PLUMBING FIXTURE. FOR CONTINUATION OF UTILITY REFER TO CIVIL ENGINEER'S UTILITY PLANS. 22 5 DSN-1 TO BE LCOATED BELOW STAIRS. e�X10 9 8 7 65 4 3 2 1 MET Community Center 2.00 2.00 I 10330 SW Scholls Ferry RD M.i ( Tigard, OR 97223 3" 3» DSB 1 3 21-7 V) 845 S.F P3.00 v� �1 3 1083 S.F. P3A0 i -� Q " ❑ 1 Outreach 3" If DSB-1 r7 2,0$5 S.F. O - -- -- - i- -1 " _- - - - - - T - I . P3.00 3 Education Recreation / �'� 2 606 S.F. _ cn DSB-1 P3.00 J ` / STORAGE s I ( 20 S Q 7 S.F. Muslim Etpuc.�tiomd Trust -- L- Muslim STORAGE tt r: 2" - ` 3 WCO Educational 117 u;, [A T ZI LUNCH OOM !�) I�I 530 S.F,P3.00 KITCHEN ? S A LL CLASSROOM 1 » Trust 'x �/ ,•-, '' I 118 1 f i( c� 122 I�I I�! � �(3�, 10330 SW Scholls Ferry RD » !) LL CLASSROOM 2 LL CLASSROOM 311 LL CLASSROOM 4 LL CLASS OOM II5 b-SD 'r `-` Tigard, rY J I It 1 r� T ga d, OR 97223 TW P 2 4" COUNSELING/ADMIN 2 ❑ II 123 124 t.t 125 126 i ! � / N - _ ````•W a ----I -VENT UP I ! 115- ;-- `� f I 11-1/2"V I S - I YICO �EQ PRo re,, " ~ E CORRIDOR S UP ,R 1..2 " 1-1/2" �GINLr�. ion 4 W DN ; zg, ` 3.00 120 _ " S 2 / 6 8P r -1/2 - � TYP 4 j -� (� 1 1 2 V i - r- YUP 3" ED-1 �f UP WC-2 -- - -- - - --- -- - - - - - V OREGON �4 4 . N GW 2%-4 --- --�---•- -\-4",�„�,�GW- GW 0 2%- � �_ �.�.�. f » ,g f0 2 ti COTG , N SS ItL1 / ---� i -4". - �� T 4 - GW _ i I GW i0 4 GW L #3 BREW L.P WC 2 _ _ S 0 2% ? F� DF-1 0 - - _� - a - - ,, ---- EXPIRES: 12/31/12 } _ ATA M / wc_1 _,/2" /ST AGE RR S-3 134 ---+ - __ __ __ o „ S j "TYP 2 3" L ,.. L 1 0 N 1 tQ=2 136 i FD ,3' �r - _�_-- 2 ��. U z 0 2-1/2 V UP FD 3" _S_1 P FD-1 + - 2"V 3 I I BOYS ( Q ; / SH LU 2" P ; 132 LL } j OMEN WC � Z _r 29 4» L WC + w 114 � L 35 2" VENT f 1 KINDERGARTEN ILL- c� UP + TYP. 2 + 12$ p r r r r WC WC 33 ----2"----- - ----2"--T__-! 1-1/2" I _ ' SD Z Z - LU + _ + i E S CORRIDOR >_ `~- o TYP 3 _ _ i ' ,' FD OUNGE _ ADMIN E RINCIPAL� WORKROOM - 127 ! 3" 8 2 135 - -- ►.� 8 `�j .2 1 L 139 3 13$ I 137 FD-t + - " DS7 1 F 3 a 0 X111 v a 1 1 54 1 . . - 7 CON ` EV 1-1/2" 2"�� N WC_1 WC ;�'. ''y 2" V. N r " (A is N N }} I P3 00 VENT UP r- -' 3" FS-1 i 2" 4 UP _ J I 504 o ¢ m N CV r oM � - - - .-- t- o '0 uai _._-- CON �1 MULTIPURPOSE DF Dse-1 ~---- --- 3 DSB_1 �10 z f r c► r-.:---f---_-_2 a G I R S- x o o's o W 1,451 S.F. tjo, P3.00 1,300 S.F. v) 1 - I- TYP. o. v r- (0 n. - 1011- J �- / - - - - - - - - - - - _ ' l' 3"-/� 3" 33 _ °- M_ F J _ - - _ /� - 2" V 0 1% O - �t - FD-1 QS@_1. f r I " LATERAL #7 1 SD __-til L J N 3" 4 S.S. 0 2% WC-3 1,412 S.F. P3.00 1 r , INV. 2.4 BEE " �, » + ff 1 1� + f LATERAL #2 3 t ___-t' » YVr. 3" r t __ tt 3 + RESTROOM '~ UNISEX f f LOBBY �� �r INV. 5.4 BEE 3 D B-1 ! _ u EmL.11�.1 I - ` - _ r P3.00 925 S.F. _�t - M i -129-� ti3J 107 100 -,t � � N --- t - + ~ 2 V01% -f1 1t— L _ Y 7 1 a FD 2 `� '` W -2 / r ---�t EF -- 2 WO6 2"V LATERAL 3 & #4 INV. 2.6 BE r i I 1 I � ft N " 2" S.S. 0 1% " �� L - _-_ - _ _ t! i t 2 I 3"SD LATERAL t RD2 CORRIDOR ; t t - -- -- �-t- QSB-1 3 INV. 2.6' BFF /j�� 2" OD EXERCISE `S _ ---------� �a S 2 VENT 514 S.F. P3.00 V 2 f-- Vg--� 105 " ;.; �- --10$ 3" V DN. i f J _ _ _ - , UP 3"SD l 3 i--2" SEE P2.00 r' 2" V ® 1% i- : ?4 VENT ; ` FOR CONT. LATERAL #6 1 i -� © + + �' PRESCHOOL INV. 2.4 BEE i __________ ____-�-__ - it----- - - -- -- ~ / l` -1/2----_- INV. 1-1/2 130 M 11 M + 4:r + , + ; _ t 4" S.S. ® 1% t - FIRST FLOOR + + 4» DF_1 i LATERAL #1 l' - I+N - I� -_ + OD» - _ _ - t PLAN �� RD 12�.J�1.=1 � + 2 _ + _ + 2 , INV. 3.6 BEE , I + y _ STORAGE t�---! �`'� 2 , 105 -- ;r _-- , MUSEUM , , ; T- WASTE AND + - - INV. = 1.6'_.__1 DSB-1 -- t N ,.� N D B.F.F. V E N T P3.00 , .. t I. - M N HOWER -- 2,154 S.F. (,k t , ; WOMEN S S OWER SH_1 g CO %4 I i i ? - 104 L.1 Lr, t 103 tLi-_Z i DSB7 P3.00! t -- - - ___ - 2,03 S.F. P.1 1 f � �" _ !- ---- - -I __ _._.I - __ -4 - - -4 - _ ! " I ! 4 f t t 3" VTR I S=1%-*-► 4 ( I 1-4" r POOL (DECD) TD-2 V) t t MA . a P3.00 417� 1F. i % - iC384 DSB 1 E _ » f - _ - 3 I _ _ _ _ _ _ _ i S.F. P3.00 71 --' I TD-2 i D, 31 �! 1 POOL f ! I 7 1 t t •., -- 3 S -1x, 133 S.F. I I I 1 I I I I I ! 3" VTR I I f P.4 - - - - - - - - - I 1D-2 -4"- - ` t - __ T - 'L%-%- _ , SD�4 ci t DSB-1 g t # Date Description M � i 9 DSB-1 9 DSB-1 9 cn DSB-1 g 85 S.F. P3.00 �. 581 S.F. 581 S.F. 581 S.F. 581 S.F. t t 3" 113,00 3" 3.00 3" 113.00 .3" 3.00 Revisions ^, I j--�, I I r t March 7, 2012 Date t----------------i _ CS Designed By o QB rn Drawn By AL -I--+ Checked By 7- 16082 Project Number [n 1 FIRST FLOOR PLAN - PLUMBING - WASTE AND VENT �.., 41 40 39 33 37 3635 ( 34 )_ ( 33 ( 32 31 30 } 0 4' $' 16' --- P2mOl SCALE: 1/8"=1'-0`" L Sheet Number Copyright 2008 QDIf this drawing is less than 30"x 42;it has been reduced.Scale accordingly. FILE: 031OP201A.DWG -- P2.01A EDIT: 4/5/2012 9:19 AM BY CARRIEG PLOT: 4/5/2012 12:28 PM BY QUINLAN BELOG O SHEET KEYNOTES 1 FOR CONTINUATION OF UTILITY REFER TO CIVIL 8 2" COLD WATER DOWN IN PLUMBING -CHASE. PROVIDE mioLocaa rr{vcu run aclVJun twulrmu,41. LuurcunvH{c ' ENGINEER'S UTILITY PLANS. FULL SIZE HEADER AND CONNECT TO FIXTURES PER 11 ROUTE 3/4" HW/CW DOWN IN WALL FOR WITH ELECTRICAL. VERIFY WITH ARCNITEGT F"OR EXACT 2 GAS PIPE UP TO GAS CONTROL PANEL (GCP-1). SEE PLUMBING FIXTURE SCHEDULE. 3/4" HW DN TO LAVS. CONNECTION TO SH-2, WM-1 AND BF-1. LOCATION. ` PROVIDE ACCESS PANEL FOR SENSOR EQUIPMENT. 12 ROUTE 3 4" HW AND 1-1 2" CW DOWN IN WALL. 15 1" TEMPERED WATER DOWN IN CHASE. ROUTE( FULL - P2.02 FOR CONTINUATION. I I COORDINATE WITH ELECTRICAL. VERIFY WITH ARCHITECT OFFSET AND CONNECT TO FIXTURES PER PLUMBING SIZE HEADER TO ABW110N FAUCETS, AF-1. - 3 2" HW DOWN. SEE P2.00 FOR CONTINUATION. FOR EXACT LOCATION. FIXTURE SCHEDULE. PROVIDE ACCESS PANEL FOR 16 1/2" GAS PIPING UP FOR CONNECT-ON T4 GAS 4 2" HW, 1-1/2" CW AND 3/4" 2#G DOWN. SEE P2.00 9 1/2" HW/CW DOWN IN WALL FOR CONNECTION TO SENSOR EQUIPMENT. COORDINATE WITH ELECTRICAL. OUTLET GO-1• SEE P202 FOR CONT1NJhT0N. FOR CONTINUATION. BIDET FAUCET BF-1• COORDINATE LOCATIONS WITH VERIFY WITH ARCHITECT FOR EXACT LOCATION. ARCHITECTURAL DRAWINGS. 13 NOTE: CONTRACTOR TO VERIFY THAT TRAP WAYS IN 17 1/2" GAS PIPING UP. SEE P2.02 FOR CONTINUATION. - 5 3/4" HW/CW UP. SEE P2.02 FOR CONITNUAITON, WATER CLOSETS ARE CLEAR; DO TO 18 1" HW/CW DN TO MIXING VALVE, MXV-2. FOR 6 3/4" HW UP. SEE P2.02 FOR CONTINUATION.\` 10 CONNECT BF-1 NTH PEX PIPING AT CMU WALL MANUFACTURER'S LIMITED TOLERANCES. TRAPS MAY TEMPERED WATER. ROUTE TEMPERED WATER TO LOCATIONS. COORDINATE LOCATION WITH COLLAPSE DURING PRODUCTION. ABLUTION FAUCETS, AF-1• PROVIDE ACCESS PANEL 7 2" CW AND 3j4" HW UP IN PLUMBING CHASE. HEADER ARCHITECTURAL DRAWINGS. FOR MIXING VALVE. AND CONNECT TO FIXTURES ABOVE PER PLUMBING 14 ROUTE 3/4" HW/CW DOWN IN WALL, OFFSET FOR FIXTURE SCHEDULE. CONNECTION TO LAVATORIES. PROVIDE AND INSTALL 19 SHOCK ARRESTOR IN WALL. PROVIDE WALL ACCESS __-_- _ ----• _-_ __.._-- TAW M ESI' RPST ROOM SIDES ACCESS PANEL E ( 22 ) ( 10 ) 9 8 7 5 5 4 3 C, „ K{{,�ILI� 117 {mut Q„ 11) {k,nu« fcct I MET 1 I Community Center / 2.00 2.on I 1 ( 10330 SW Scholls Ferry RD M. Tigard, OR 97223 T - - - - _ - - K r COUNSELING/ADMIN Out f { - ! 5 each {�,{'`•i 121 I LL CLASSROOM 1 Education Recreation a I ( 122 I ( 20 ) HB_1 ( Muslim EbucaflonN1Trust a. STORAGE +a - - _ fi T T - - Muslim 116 - - 3/4" - _, S �._ ._ � STORAGE I , / 6 I 1 I Educational �s l � 3 'I :, 3 � = 17 f 117 +. T LUNCHROOM 1 16 c"'M " fill III I �- CTTT I ; � 119 r7 3j4 �. 16 Tru KITCHEN I G rn St ~ - 1 1/2"- F-S] 2 16 11 r7 4 1 118 1" J a 1 11 LL CLASSROOM 2 LL CLASSROOIIA 311 LL CLASSROOM 4 LL CLASSROOM 5 Tigard, SW Scholls Ferry RD Tigard, OR 97223 630 MBH I /4" 1 2"• . S ll{ 123 124 Ell 125 126 �i 1 30 MBH \ 16 S �1 » 1 I 83. 1 I I _ PROF£ I 115 "'-� S 1 3/4 6 8P y� A �/ t✓ OREGON WC_2 2" 21 /N 600 H • 3 4 - — �► MULTIPURPOSE 1 1 E GORRID / ~ � I 3/4» 1" 3/4" - 1 r » { ND SS 109 BF_1 10 24 f { - - 2-1 j2" - 120 1-1 i 2-1 j2"-1-2" - 2 __3/4" ----- l --i — — ES;Ew2 31 12 EX IR WC-2 , _ RR a DATA 1/2" S wc_1 QST RAGE 136 1 DF 134 ; x:,. 2" / we w 0 TYP 2 o 8 2 15 ,� 140 = " � _ --- DF-1 z WOMEN �4 3/4" 3/4 21 20 S-1 I 4 114 `'`+�.,,, a 8 N S L — M - 1-1/2" i - ' 1 2" -- 1-1/4" —� I L W _ © BF GIRLS � Lam. 1 � � � S CORRIDOR 1 W z �' J t r BF 1 133 I I ` ' BOYS KINDERGARTEN F- TYP 3 ' rr ,' fr rr� rJ rl 1-1/2 ..; 35 132 127 128 ZZ 14 Ir 1 , ,' JJ r LOUNGE WG-2 L1_ L' 1 _ W ` ' ADMIN PRINCIPAL WORKROOM 7 8 M. 1 -_ 4 / L `y , �<< 13$ I 1 137 135 - L__]. 1 ; O U � - / -- _ " "' ! 1C04 f0 N N 33 / ' - WC-1 � .1 g I 1 _ o y C � oC4 C'4 = 32 FM BF 1 —_ ,i i O > ANN W FS PS - — -- — --- ri M 0t 19 12 1 _ _ 1 EID _ !1 • HB-1 BF-1 10 ,0 S 1 L-1 ?— -- f 12� r 1t 1 1-1/2n a c°3 n CO'0- LL / - - - - - - - - - - — _ 3/4» — r- — 1 __ L---�i 2" BF-1 9 _rs WC-3 13 �A. - -� / J/ LOBBY ,' ,% F 19 1 9 t 19 — — �=2 N ` ' -----{{ {r----� 1 1-1 j2" ----{E *-----{ 13 WC—3 HB 1 �. 1 L- - - - - - i I' { i — " i �_ / , UNISEX S ' , , L_________J 1 1/2 12 ,,� RESTROOM 3 4" { H-2 CORRIDOR -- - 129 EXERCISE 107 108 1 21 J- ' i I O1 - 106 1 ( - - - i 1 AID r PRESCHOOL { 19 F { r WM-1 4 ' / " " " __�--- _ _- » 2" _- -- / I,` S ' 130 H6-1 I i3 4 WC-1 1-1/2" 2 -,' 1-1/2- 11 -- 3 rr — { — — — — — — �` FIRST FLOOR - i { 21 WC-2 A SH-1 DF- A SH-2 / - WATER AND —3/4 MUSEUM , , ° 3 i F--- i ' SH 2 3/4 21 STORAGE ..; i 14 i JI' — 105 �, -- - - - P.i — -- - — I 1 9 BF 1;43 9 BF 1 21 9 BF-1 BF-1 I I 1 �I \ WOMEN SHOWER EN'S SHOW R 2, 21 HB-1 1 3 I 104 POOL (DEC ) tl" 1 I I I I 102A 1 I I I I I Al; { E I" i �; 1 { { \ POOL 0 I P°3 — i =i { P.4 — k -- - - - - -- - - - - - - - - - -- -- - - - -- - - - - _... - - - - - -. —_._.. ...._ - -- -- - - - - - - -- - - - - _ E P.5 — — —T� a — 1 I t c c t c c N �` '' ® # Date Description c') i Revisions N { March 7, 2012 N I I I I I I I I I I I I Date ca { { L-------'._—.------ - - - - - - CS p — - — — Designed By a. I I fi I 1 I fi 1 1 I I 1 QB Drawn By AL °,° Checked By - � � I �('� LO>- - �./, 16082 i 1 FIRST FL P — Project Number FLOOR LAN - PLUMBING WATER AND GAS. ( 41 )( 40 ) ( 39 ) ( 38 ( 37 ( 35 ) ( 35 ( 34 ) ( 33 ) ( 32 ) ( 31 ) ( 30 ) 0 4' 8' 16' ._ P2mOl ii SCALE: 1/8"=1' -0 y, Sheet Number p Copyright 20080 `L if this drawing is less than 30'x 42",it has U been reduced.Scale accordingly. FILE: 031OP201B.DWG - P2.01B ( EDIT: 4/5/2012 11:11 AM BY CARRIEG ( PLOT: 4/5/2012 12:28 PM BY QUINLAN BELOG OSHEET KEYNOTES - 1 4" WASTE DOWN. SEE P2.01A FOR CONTINUATION. 6 1/2" HOT AND COLD WATER DOWN IN WALL FOR CONNECTION TO BIDET = FAUCET BF-1. - 2 VENT FROM FIRST FLOOR. SEE P2.01 A FOR CONTINUATION. 7 22#G UP TO HP-1. - 3 ROUTE GAS, VENT, HOT AND COLD WATER DOWN IN WALL. OFFSET IN 8 SHOCK ARRESTOR IN WALL. PROVIDE WALL ACCESS PANEL. WHERE CABINETRY FOR CONNECTION TO SINK AND GAS COCK. APPLICABLE, ACCESS PANEL TO OPEN TOWARD MEN'S REST ROOM SIDE. - 4 2" COLD WATER AND 3/4" HOT WATER UP FROM BELOW. OFFSET IN CHASE ACCESS PANEL TO BE A MINIMUM OF 12 INCHES BY 12 INCHES (SEE AND CONNECT TO FIXTURES PER PLUMBING FIXTURE SCHEDULE. PROVIDE AND SPECIFICATIONS). `- INSTALL ACCESS PANEL FOR SENSOR EQUIPMENT. COORDINATE WITH g INSTALL AND CONNECT TRAP PRIMER FOR CONNECTION TO FLOOR DRAINS. ELECTRICAL. VERIFY EXACT LOCATION WITH ARCHITECT. WHERE APPLICABLE, ACCESS TO OPEN ON MEN'S REST ROOM SIDE. ACCESS ( 22 ) 5 CONNECT BF-1 WITH PEX PIPING AT CMU WALL LOCATIONS. PANEL TO BE A MINIMUM OF 12 INCHES BY 12 INCHES (SEE SPECIFICATIONS). 10 PROVIDE AND INSTALL COLD WATER AND GAS PIPING TO SCIENCE FUME HOOD. CONNECT PER MANUFACTURERS INSTRUCTIONS. / ( 10 ) 9 8 7 8 5 4 3 2 1 SET II _ I Community I - Center 10330 SW Scholls Ferry RD M. f I I I I I I Tigard, OR 97223 21 GO-1 _ A _ _ - _ - - - - - -- _- -- _ - - - - - - �.. �- - - - - - - - - - - - - - - - - _ � - - f-- - - - - - - - _ — _ _ - - �--T 10 Outreach Education Recreation EW-1 I _ f f \ •_ / ( 20 ) I I I 1 Muslim E3wc.Nt»fial Trust F1GO_, - - � � - - Muslim � GO 1 • - - MBH N = MBH Educational / � LUNCHROOM I i 2" V UP I i i TO VTR _ ,-,/2" F -2 II Trust - 4 PRESIDENT 5 MBH I I Ferry,03"" y� 5 MBH _ "_-- j 5 M l l 10330 SW Scholls Fer RD f { ` ! SCIENCE LAB ' _ WORKROOM UL CLASSROO 2 !I UL CLASSROOM 3 UL CLASS OOM 4 Tigard, OR 97223 . `� •```��... 206 1 � I- ': MEETING I, R GO-1 210 211 212 213 I 214 215 5 MBH r .., ` S-4 I A Ed PROr MET PR \,. / 2" V UP I I 208 ,� _4I 2 " I1 I TO VTR I� S-1 2"W DN ,-1 2" v��,'�% �G1N��rs`S,p� 3" " 1-1/2 ' --r----1-1/2" - ---2"•-�r2"�-- - -----1-1/2"- - -------- - -�- V DN 6 �' 8P TO VTR 1_1/2" 2 r 1 -3" V UP — _ _ - - _ - _ - - - - - - - 2" 1 1-1/2" `� 8 GCP-1 CORRIDOR I 2 2"V 1-1/2" V DN. I i 1-1/2" V DN. OREGON L 2 i , 2-2-1 2" -. I I P3.00 209 DATA 9 -4 to,2 SSS � DE-1 223WL 1* BF-1 i - - - EXPIRES: 12 31 12 W� / i RR 1-1/2" .. L__ 1-1/2- / 224 8 '� BOYS �' 1 __ W 0 RR L-1 I � we-2 -- � 221 UZ 207 5 - FD-, - » UL CLASSROOM 5 Q •2 - �H-3 205 217LL LU 1-1/2" o - 2" V UP i 2" _�.,, r CORRIDOR' W z BF-1 9 TO VTR COMPUTER LAB I 216 i MULTIPURPOSE L=1- _ _ _ 4 WC-2 / LIBRARY 225 µ 4 - - _ - - I Z z 109 ,� FD-1 l ! FD-1 , i� � _ ...._ - j - W 8 226 2 1_1/2 FD-1 I e " 06 BF-1 - - UL CLASSROOM 6 .2 1-1/2 2 �- �' lS we-1 ' 218 � 4u m - WOMEN - Z - `, j � 3 t0 N `£ N 204 3~ iM 2 2"v ' N N 0 N N 9 3" V UP 3 N allo NO ` r� cn 8 LOBBY 2" VENT UP _ _ ; _ - E m To VTR GIRLS STAIR ,�=1- o �� � o C, 0W42 — / 222 _ j a 0 n CO EL t- a 5 DE—1 // BF 1 231 BF_1 O + y / ., 15=1 1 3/4 200 MBH j j/ - �L�2 � � UL CLASSROOM 7 2 V UP " 219 TO VTR /j I j i 2-1/2" V 2" GI V '�UP TO VTR ------� i- / � 2 2 N ,$0 1 // DECK,, ; ART STUDIO 1270 S��. O - . _ 202 3" VENT UP �." � ,,� I I /j1 220 `� • f� j TO VTR � I / MULTIPURPOSE SECOND v DN I r FLOOR PLAN DECK I I I I / ;1 • ° PLUMBING ¢' STO RAG E / 2208 203 H _ - - - RD_, P.1 i I ` I I OD-1 I ! I III I ' P.2 I I _�� T �� � Pte-_( - T— ___�___ _— II f 1 II . PA 11 t P.5 � I # Date Description N ri I I Revisions o I ! March 7,2012 r I f I I I I i I I f I I II II - - - - - -- -! ( Date to - - - - - - - Cs o Designed By I I I I I I f f I I 1 SECOND FLOOR PLAN - PLUMBING OB a, 0 4' 8' 16' Drawn By AL SCALE: 1/8"=V-0" 4-+ Checked By �' } 16082 L V , - o Project Number - J ( 41 )( 40 ) ( 39 ) ( 38 ) ( 37 ) ( 38 ) ( 35 ) ( 34 ) ( 33 ) ( 32 ) ( 31 ) ( 30 ) P2w02 E Sheet Number 0 U If this drawing is less than 30"x 42",it has Copyright 2008 been reduced.Scale accordingly. FILE: 031OP202.DWG - P2.02 EDIT: 4/5/2012 11:38 AM BY CARRIED ( PLOT: 4/5/2012 12:28 PM BY QUINLAN BELOG O SHEET KEYNOTES 1 CONNECT CONDENSATE FIRING -T0 '.AECHANICAL= _ EQUIPMENT. FIELD VER;FY FXAC- LOC-ATI0N. SEE DETAIL 2/P3.00. ( 22 ) / - ( 10 ) 9 8 7 5 5 4 3 2 1 MET / I Community I I Center 10330 SW Scholls Ferry RD M.i _ I I I I I ( I Tigard, OR 97223 ( 21 )F9 A Outreach s Education Recreation f ( 20 ) ( I Muslim Fbuc.�tiiosiai Trust B Muslim / 1 ! Educational 2" VTR I I I Trust Tigard, OR 97223 0 SW Scholls Ferry RD ' g / 6.5 TONS HP-8 i I I ( fou Rare 2 TONS HP-5 I I 2" VTR I U��aGIN�F sroy 13 TONS 1 1 i0: I 6 8P y► OREGON 8N 5 ONS ( �N�REW 4.PSS� / 1�K�L-1 I 3" VTR i'_o'; -- - - - - __ - - - - - - - - - /.._ ( � EXPIRES: 12/31 12 I ! I W0 VZ LL LU I I oc W / I f HP-6 I 8.5 TONS 2" VTR Z Z 8 / I I 3" � ( a 0 \C\ _ - O 0 M '0 N N �``� ..I 1 U) c N N C / OQ M t Ix 0 2 VTR � 200 MBH BH 2-1/2" VTR ion 26 TONS / I X . I / 3" VTR SECOND j HP-2 - FLOOR PLAN 2 TONS TONS / ! PLUMBING 1 � I I -� - - - - - H I I ! I 1 I ! DHU-1 I ( I I I 1 i i0;3" VTR I I I ! I I I ( I ! 2 - P.2 - - - - - - - - - P.3 - - - - - - - - - - - - - - -- - - - - 1 It f ! f I I I f I - P.4 g r I i0;3 VTR P.5 -- - - - -- —I-- - - - - �— - —�-- - - - — �--- - —I— - ---� - - — N # Date Description co Revisions T T N March 7, 2012 cv ! ! ! ! ! I I ! I I ! I Date CS u Q Designed By 1 ROOF PLAN - PLUMBING OB - �' 0 4' 8' 16' Drawn By AL I I I I I I I I I I SCALE: 1 j8"=1'-0" Checked By co >- 16082 - o Project Number - J , O :-0 P2mO3 bi heet Number d Copyright 20080 U If this drawing is less than 30"x 42°,It has been reduced.Scale accordingly. FILE: 0310P203.DWG - P2.03 ( EDIT. 4/5/2012 10:56 AM BY CARRIEG ( PLOT: 4/5/2012 12:28 PM BY QUINLAN BELOG C C C FINISH FLOOR ELEVATION _ T,,,_PRO\i1DE PRESSURE REGULATOR NO ELEVATOR PIT VENT AS REQUIRED 1. PRV- #1. SETO 70 PSI. #2. SETO 60 PSI. 2. RELIEF VALVE - ASME RATED SET ® 100PSI. PRESSURE TEST TEE 3. ANCHOR ENTIRE ASSEMBLY TO WALL. 1-1/2- 1-1/2" -1/2"1-1/2" GATE 1/4" PIPE " VALVE SUMP METPLUG (TYP. 2). 2-1/2 GRATE �-- UNION.C61"I Community2" _ CHECK VALVE - - TO EQUIP. 2-1 j2" r-4 SHUTOFF FULL SIZE. en er VALVE LMINIMUM DISTANCE EQUAL " 10330 SW Scholls Ferry RD TO TEN PIPE DIAMETERS. 2 SUMP PUMP Tigard, OR 97223 TO BE FIELD VERIFIED g PRESSURE REGULATOR 1" _# 1" PROVIDE 3/4" BRANCH . A. WITH SILLCOCK FOR LV NJ 4" PIPE NIPPLE 3/4" 1" 3/4" MAIN DRAIN. PROVIDE SILLCOCK WITH SUMP ` { INDIRECT ATMOSPHERIC VACUUM 0 Y Q SEDIMENT TRAP WASTE • / 2-1 2 COLD WATER • . . ! PRESSURE TEST TEE RECEIVER. SERVICE 0 t 90 PSI. BREAKER. :e:' 4 : t Outreach E3ucatian Recreation 01 40 TO BE FIELD VERIFIED Mush"i EbviuxtiomxI Trust TWO STAGE _ Muslim 1 GAS PIPE CONNECTION TO EQUIPMENT 4 PRESSURE REDUCING STATION 7 ELEVATOR PIT SUMP PUMP • NO SCALE NO SCALE PDOEQ02C.dwg NO SCALE PSAEQ01A.dwg Educational Trust 10330 SW Scholls Ferry RD Tigard, OR 97223 o PROfFss �tyGIN "F ioy9 6 8P OREGON gNgY�� Z�S� . OREyy Lp,S NQIEr NOTES MANUAL SHUT-OFF VALVE. EXPIRES: 12/31/12 PROVIDE CONDENSATE TRAP AT EACH CONDENSATE DRAIN OUTLET ON HVAC-UNIT. ROOFTOP AC UNIT. /� O UNION. J V VENT LINE TO BE SLOPED UP PVC MIP x SOCKET ADAPTOR. BRONZE AT 1/4" PER FOOT BELOW FLOOR GAS SOLENOID VALVE (NORMALLY CLOSED). ' W " CONNECT TO PVC DRAIN PIPE THREADED _ Uz_ FROM DRAIN PAN. TRAP TEE. CONDENSATE DRAIN SIZING Q2 CONNECT TO VENT ONLY WHEN 8" 40 WIRING FROM SOLENOID VALVE FOR INTERTIE "a f PIPING TO BE SAME SIZE AS L- w ABOVE FLOOR RIM OF FIXTURE 8 4 WITH CONTROL SWITCHING. COORDINATE WITH LU PIPING CONNECTION AT UNIT. UP TO 20 TONS 3/4" DIVISION 16. WIRING BY DIVISION 16. W z 5" OVER 20 TONS TO 40 TONS 1" .T----------- ---,-� EXTEND LOOP r' 11 (5 GAS PRESSURE REGULATOR, 2 PSI TO EX HIGH O t I STANDARD DELIVERY PRESSURE. (30 MBH]. 2 z 2 1-1/2" VENT THREADED CENTER OUTLET OVER POSSIBLE �Jp 5 i i 6 GAS PIPING, UP IN WALL, FROM FLOOR BELOW E SWEAT SPLASH PLATE. TO ACCESS BOX. C 0 ADAPTOR. 2 i i CO) N 6" MAX. FINK i LOUVERED FACE ACCESS BOX WITH KEYED c Cn CD CD c° Co PROVIDE GALVANIZED r 16x16 4LB, SHEET LEAD 1 i HINGED COVER. FLUSH FACE WITH WALL o t - CVN Ci CV STEEL SPACER BAR - N N STOCK IF REQUIRED. HOT MOPPED ONTO ROOF WALL (MAX( ) 0-611 .2 ANCHOR TO HVAC IF BUILT UP ROOF SYSTEM. ______ ______ ___,i OR SEMI-RECESSED MAX 2 PROJECTION). c - IF SINGLE PLY ROOF SYSTEM, t 3 � o C+i C EQUIPMENT STEEL PROVIDE A FELT WALK PAD. TIGHT. SUPPORT CHANNEL. '' 8 NOTE ALL PENETRATIONS TO BE SEALED AIR 0 z Vi � O o� o w COORDINATE IN FIELD AS TO CLEANOUT 7 a U nma I.- u. CHANNEL WHICH ROOF COVERING IS TO AM 8 AND PIPE TRAP SEAL SHALL BE: BE INSTALLED. CLAMP. 3-20 TON AC-UNITS = 4" MI . FLOOR PLUG (TYP.). 25-40 TON AC-UNITS = 6" MIN. Ic NOW& ROOF. (t?,fr urs M ME UM UP AT t/,f M Mor No� 1 1-1/2" FOOT-VENT AM MM W CF MUM 2" WASTE 6 2 CONDENSATE TRAP. 5 ISLAND VENT 8 LAB GAS PIPING CONTROL STATION NO SCALE PSAP101B.dwg NO SCALE NO SCALE MFUEQ07A.dwg DETAILS NOTES PLUMBING O TO PROVIDE TIMER, WIRING, CONDUIT, & SWITCH. COORDINATE ELECTRICAL POWER TO COMPONENTS WITH DIVISION. (2 U.L. LISTED ELECTRICAL TIMER. 24 HOUR TYPE WITH MANUAL BYPASS. TORK 1100 SERIES. { PRECHARGE W/AIR TO MATCH CW 2 1 c--140' SYSTEM PRESSURE PRIOR TO INSTALLATION. 2" HW CP-2 { 1" " BUILDING---,- 120' 2 BUILDING FINISH. 3/4" 140' HWR 140* __ FINISH. �-- DOWNSPOUT �4�{ 1-1 j2" DOWNSPOUT BY OTHERS. 1-1/2" o BY OTHERS. N o 2" d CLEAN OUT PLUG MXV2" CW WITH RAISED NUT ,' GEDWH-2 6" 2 1 199 MBH 199 MBH CLEAN OUT PLUG WITH RAISED NUT •. �i•. ET-1 3/4" 120' HWR { 0. 4 ` .`.4 ( J j j •r•4 o ' , Cp_1 DRAIN PAN, ; , # Date Description N • - TYP. Revisions —� TO CIVIL STORM : TO CIVIL STORM Ce) FLOOR ... o SEWER CONNECTION ---, SEWER CONNECTION March 7, 2012 N + •• :. • • . Date N :� 4r' •:� 0}' CSS etf o Designed By a.0 3 DOWNSPOUT/STORM DRAIN CONNECTION. 6 GAS WATER HEATER MANIFOLD 9 DOWNSPOUT/STORM DRAIN CONNECTION. Dawn By NO SCALE NO SCALE NO SCALE AL m Checked By } (wW+1 _ Cn Project o Project Number - o T P3mOO LL 3.. 1=zf Q Sheet Number U If this drawing is less than 30°x 42",it has Copyright 2008(( been reduced.Scale accordingly_ FILE: 031OP300.DWG - P3.00 EDIT. 3/5/2012 5:40 PM BY CHRISS PLOT. 4/5/2012 12:28 PM BY QUINLAN BELOG MECHANICAL SYMBOL LIST NOTE: This is a standard symbol list and not all items listed may be used, f Abbreviations - MAX MAXIMUM CONCENTRIC TRANSITION, RECTANGULAR OR ROUND MBH THOUSAND BTU'S PER HOUR (E) EXISTING �- V ECCENTRIC TRANSITION, - _ _ ` C _ C MD MOTORIZED DAMPER RECTANGULAR OR ROUND (N) NEW MH MOUNTING HEIGHT EX -s EXTRACTOR / (R) RELOCATE RELOCATED LOCATION � EX MIN MINIMUM FLEXIBLE CONNECTION A/C AIR CONDITION(ED) MS MOTOR STARTER AD ACCESS DOOR MW MAKE-UP WATER JJ� MITERED TURNING VANES " AFF ABOVE FINISHED FLOOR - N/A NOT APPLICABLE NON-SYMMETRICAL WYE AHU AIR HANDLING UNIT MET - NC NOISE CRITERIA B BOILER RADIUSED ELBOW NIC NOT IN CONTRACT CommunityBDD BACKDRAFT DAMPER NO. NUMBER :: RECTANGULAR DUCT DROP BFF BELOW FINISHED FLOOR Center NTS NOT TO SCALE RECTANGULAR DUCT RISER BFP BACKFLOW PREVENTER 10330 SW Scholls Ferry RD OA OUTSIDE AIR Tigard, OR 97223 BHP BRAKE HORSEPOWER Qgp OPPOSED BLADE DAMPER RECTANGULAR MAIN WITH RECTANGULAR BRANCH -- — CD CEILING DIFFUSER ' OC ON CENTER RECTANGULAR MAIN WITH a CD CONDENSATE DRAIN ROUND BRANCH OD OUTSIDE DIAMETER CH CHILLER RECTANGULAR OFFSET LESS Outreach P PUMP THAN 15' Education Recreation CL CENTERLINE t+. visliw" Ebi4c, c�N.%l Tri4st PD PRESSURE DROP RECTANGULAR OFFSET MORE • CONT. CONTINUATION PH PHASE THAN 15' Muslim COP COEFFICIENT OF PERFORMANCE ROUND%", ROUND DUCT DROP PRV PRESSURE REDUCING VALVE EducationalCT COOLING TOWER PSI POUNDS PER SQUARE INCH ,---c� ROUND DUCT RISER CU CONDENSING UNIT Trust QTY QUANTITY ROUND DUCT WITH ROUND 10330 SW Scholls FerryRD CV CHECK VALVE R RISE BRANCH Tigard, OR 97223 CW COLD WATER ROUND WYE RA RETURN AIR D DROP REF REFRIGERANT SYMMETRICAL WYE ��h��G�N fSsP DB DECIBEL RET RETURN _ �G �6 8P Oy� DB DRY BULB RH RELATIVE HUMIDITY General OREGON DG DOOR GRILLE J �gr10 RL REFRIGERANT LIQUID 12x12 CD-1 DIFFUSER OR GRILLE IDENTIFICATION �N�R 10 LPSS� DIA DIAMETER 100 _ RLD RELIEF DAMPER EXPIRES: 12/31/12 DP DEW POINT, DIFFERENTIAL PRESSURE ® OUTSIDE AIR RPM REVOLUTIONS PER MINUTE _ DX DIRECT EXPANSION w 0 RS REFRIGERANT SUCTION ® e RETURN OR EXHAUST AIR U z EAT ENTERING AIR TEMPERATURE 'Q SA SUPPLY AIR LL SUPPLY ATR oC UJ W EER ENERGY EFFICIENCY RATING ® ® z SEER SEASONAL ENERGY EFFICIENCY RATING W - EF EXHAUST FAN H Zz SF SQUARE FEET EFF EFFICIENT Piping Fittings, Appurtenances and Equipment ' W � SH SENSIBLE HEAT S a � ��� EL ELEVATION CAP SOV SHUT OFF VALVEN t0 c = t0 � m ELECT ELECTRICAL SP STATIC PRESSURE CONTINUATION •- a N m o N C4 Q ^ N =� N 7 � tY co co EWT ENTERING WATER TEMPERATURE E- o° 0o co T, TEMP TEMPERATURE a o L' EXH EXHAUST 3 rr to o o w PIPE DROP z m 2 TD TEMPERATURE DIFFERENCE F FAHRENHEIT PIPE RISE _ TH TOTAL HEAT FA FACE AREA TP TOTAL PRESSURE TEE DOWN ON PIPE FC FAN COIL UD UNDERCUT DOOR , FC FLEXIBLE CONNECTOR 0 TEE UP ON PIPE V VOLT FD FIRE DAMPER VAV VARIABLE AIR VOLUME FLA FULL LOAD AMPS Piping Systems VD VOLUME DAMPER (HAND OPERATOR) FPI FINS PER INCH RL REFRIGERANT LIQUID VEL VELOCITY FPM FEET PER MINUTE W/ WITH RS REFRIGERANT SUCTION FPS FEET PER SECOND W WATT �/ '' ( T FT FEET S Y M B O L S L'S 1 WB WET BULB GAL GALLONS - AND GENERAL WC WATER COLUMN GPH GALLONS PER HOUR � NOTES GPM GALLONS PER MINUTE Dampers HVAC HD HEAD " �/ ' FIRE DAMPER HP HEAT PUMP FD FD HP HORSEPOWER �4D FIRE/SMOKE DAMPER HTG HEATING I MOTORIZED DAMPER HTR HEATER 6MD MDL' ' ( SMOKE DAMPER HWC HOT WATER COIL SD Sp ID INSIDE DIAMETER -1 VOLUME DAMPER IE INVERT ELEVATION _ IN INCHES Ductwork Fittings KW KILOWATT ---------- --------- - ACCOUSTICALLY LINED DUCT LAT LEAVING AIR TEMPERATURE (SIZES SHOWN ARE NET INSIDE) LBS. POUNDS BELLMOUTH LH LATENT HEAT CONCENTRIC SQUARE TO LWT LEAVING WATER TEMPERATURE ROUND REFERENCE ONLY MA MIXED AIR NOT APPROVED WITH THIS PERMIT a - s,. N # Date Description co Revisions N �( March 7,2012 SHEET INDEX Date a MO.00 SYMBOLS LIST AND GENERAL NOTES - HVAC �M MO.01 SCHEDULES - HVAC Designed By ` M2.00 BASEMENT PLAN - HVAC QB c' M2.01 FIRST FLOOR PLAN - HVAC Drawn By M2.02 SECOND FLOOR PLAN — HVAC AL M2.03 ROOF PLAN - HVAC ♦ J Checked By M3.00 DETAILS - HVAC w 16082 LO U)./ Project Number .� M0000 ai U_ Sheet Number Q L. Copyright 20080 U If this drawing is less than 30"x 42",it has been reduced.Scale accordingly. 0. FILE: 0310MOOO.DWG - MO.00 EDIT. 3/5/2012 4:45 PM BY JASONMO PLOT. 4/5/2012 3:37 PM BY QUINLAN BELOG ROOFTOP HEAT PUMP UNIT SCHEDULE - t FEAT AUX. PLATE NEAT AR MN FAN WOLM MW. KhIP CCAs AUX EXCR440 FI BASIS MAX ELECTFICAL _ NCNuf. MOW OM E.W. TOTAL am EFF. FEATM " !-EATM HEATM T OF Wl' - SYMBOL TONS AFEA SERVED (CFM) (CFM) QW-M) OA3W WWI (F DB) (F WB) EER OA*O pAH VOLT aCVh (X) CIESIC�1 (LB$) /PH MCA MG4^>P i FeAA.PKS HP-1 25 GYM 7,850 2,890 0.65 350.0 248.0 77.5 64.0 11 148.0 200.0 --- 60.0 VALENT 4,000 208/3 147.7 175 1,2,3,6,7 HP-2 2 EXERCISE 405 105 0.80 12.0 6.9 77.0 64.0 13 --- 6.0 --- 1.8 --- JCI 350 208/1 43.9 50 1,3 HP-3 4 MULTI-PURPOSE (2ND FLOOR) 1,350 808 0.65 44.0 33.8 78.0 64.7 13 --- 32.0 --- 9.5 --- JCI 690 208/3 55.3 60 1,2,3 HP-4 8.5 EAST CLASSROOMS 3,870 1,480 1.00 106.5 86.4 77.4 63.9 --- 11 62.0 --- 18.0 --- JCI 1,235 208/3 103.8 110 1,2,3 HP-5 13 LIBRARY/COMPUTER LAB/GENERAL OFFICE 5,820 700 1.00 142.4 132.5 75.7 62.9 --- 11 48.0 --- 14.0 --- JCI 1,500 208/3 141.2 150 1,2,3 HP-6 8.5 SOUTH CLASSROOMS 3,575 1,035 1.00 99.0 85.2 76.7 63.6 --- 11 50.6 --- 14.0 --- JCI --- 1,235 208/3 103.8 110 1,2,3 HP-7 6.5 LUNCH ROOM - 2,585 1,115 0.80 82.6 62.8 - 77.6 64.0 --- 11 42.7 --- 12.5 --- JCI 1,020 208/3 95.3 100 1,2,3 HP-8 1.5 PRESIDENT 350 50 0.60 8.06.0 78.0 63.6 13 --- 5.0 --- 1.5 --- JCI 350 208/1 43.9 50 113 _ _- _ _- _ _ - - SET Ngm 1. PROVIDE ROOF CURB, AIR ECONOMIZER AND POWER EXHAUST. Community2. PROVIDE SMOKE DETECTOR AT RETURN. SEE SPECIFICATIONS. 3. OUTSIDE AIR TEMPERATURE FOR COOLING = 95F. INTEGRATED HEATING AT 23F AMBIENT. e t^„��� 4. PROVIDE HAIL GUARD. _ 5. PROVIDE PHASE MONITOR AND LOW AMBIENT CONTROL.- 10330 SW Scholls Ferry RD • 6. PROVIDE GFCI OUTLET ON UNIT. Tigard, OR 97223 7. PROVIDE PLATE HEAT EXCHANGER WITH ECONOMIZER BYPASS DAMPERS. Outreach Education Recreation TAN SCHEDULE r..cuslim Ebt-tc'.0iloj dt Trust AIR BASIS MAX. Muslim FLOW Tap. MAX SOUND OF WT. ELEC KCAL Educational SYMBOL ATA SERVED TYPE DRIVE (CFM) %LH2O) RPM (SONES) DE81CdN (LBS) OLTIPH WATT_ FP CONTROL . REMARKS EF-1 PRESIDENT RESTROOM CEILING DIRECT 95 0.50 950 2 GREENHECK SP-B110 10 115/1 80 --- WALL SWITCH Trust EF-2 JANITOR ROOM/ELECTRICAL ROOM CABINET DIRECT _ 180 0.65 1,050 3 GREENHECK CSP-8150 15__..._ 115/_1 130 --- WALL SWITCH _ 10330 SW Scholls Ferry RD EF-3 POOL EQUIPMENT ROOM ..... CABINET DIRECT 350 0.50 _ 1,350 5 GREENHECK CSP-A390 25 115/1 144 --- TEMPERATURE SENSOR Tigard, OR 97223 EF-4 LAB HOOD CENTRIFUGAL DIRECT 300 0.40 1,547 7 GREENHECK CUE-80-VG - 95_.. 115/1 --- 1/6 WALL SWITCH _ �2 DBF-1 DRYER BOOSTER FAN _ INLINE DIRECT 141 0.50 2,800 --- FANTECH DBF4XLT 20 115/1 _83 --- DRYER INTERLOCK 3 KEF-1 KITCHEN EXHAUST CENTRIFUGAL BELT 2,000 1.50 1,630 16 GREENHECK CWB-161HP-10 95 208/3 --- 1 HOOD INTERLOCK 1 �RpPRREMARKSt?ffS' \�� GI NES. • 1. PROVIDE SIDE WALL MOUNTED MODEL 6 8P � 2. PROVIDE SPEED CONTROL IN SERIES WITH WALL SWITCH FOR BALANCING. LOCATE SPEED CONTROL ADJACENT TO HOOD SWITCH IN LOCABLE COVER. 3.PROVIDE LINT TRAP, AND PRESSURE SENSOR KIT. OREGON . q�gY10,2�5� WL EXPIRES: 12/31/12 DX FAN COIL SCHEDULE W C7 U z AR FAN COOLM BASIS MAX. EEC;TRCAL Q oe NONL COLD. FLOW ESP. TOTAL SENSL 194T. AIR OF WT. LL LU 11' SYMBOL AREA SERVED TONS LINT (CFM} ORH2O) (NIGH) (MBH} 0- DB) (F WB) DESIGN SBS) VOLT/PH MCA MOCP FEMARKS W Z FC-1 ELEVATOR MACHINE ROOM 1.5 CU-1 480 0.25 18.0 14.4 75.0 63.0 MITSUBISHI MR. SLIM 50 20$/1 0.7 15 1 }. _ W 1. PROVIDE CONDENSATE PUMP. Q o o or d � cNo r O N CC", 07 > - N c Qco N - N EYcnco v OciVi t ROOFTOP HEAT RECOVERY VENTILATOR SCHEDULE a 2 0 oow n. 0 r-_ to o. W LL MAX MAX SUPPLY EXHAUST PLATE HX PLATE FDC SUPPLY EXHAUST DUCT DUCT C OOLM FEATM BASIS MAX ELECTRICAL AR FLOW AR FLOW ESP. E.W. SEW SEW OF WT MAX S'YMBOI_ AFEA SERV® TYPE (CCM) (CFM} (NH2O} WJW (MSM) OA H} DE" (LBS) VOLT/PH MCA MOCP FEMARKS HRV-1 BUILDING OUTSIDE AIR CV 4,330 4,000 0.85 0.85 RENEWAIRE 2,500 208/3 47.5 60 1,2 1. SUPPLY AND EXHAUST DUCT EXTERNAL STATIC PRESSURES ARE EXTERNAL TO THE ENTIRE UNIT AND DO NOT INCLUDE INTERNAL LOSSES DUE TO FILTER, HEAT EXCHANGERL, COILS, ETC. 2. PROVIDE ROOF CURB. EQUIPMENT SCHEDULE SWARM DESCCP'iK)PI 8.ECIF ICM- DHU-1 POOL DE-HUMIDIFICATION UNIT: - 208 V/3 PHASE SUPPLY AIR CFM = 5,500.- .5" ESP, 12 TON SCROLL COMPRESSOR, R-410 REFRIGERANT, REMOTE CONDENSER 78 MCA / 125 MOCP SCHEDULES OUTDOOR UNIT WITH POWDER COATED EXTERIOR AND STIANLESS STEEL BOLTS, ROOF CURB W/REMOTE CONDENSER CONNECTION HVAC 42 KW RESISTIVE HEAT ELEMENT WITH 5 STAGES OF CONTROL (SEPARATE CONNECTION). 42 KW ELECTRIC HEAT BASIS OF DESIGN: DESERT AIRE LC12C3 CU-2 CONDENSING UNIT (DHU-1): 208V/3 PHASE 12 TON, ROOF MOUNTED, HORIZONTAL UPBLAST PROPELLER CONDENSER FANS, 330 LBS. 15 MCA, 25 MOCP BASIS OF DESIGN: DESERT AIRE ROCH007S01A3N00 EWH-1 ELECTRIC WALL HEATER: - - - 208V/1 PHASE SEMI-RECESSED WALL MOUNTED UNIT, INTEGRAL THERMOSTAT, 24 LBS 1500 W BASIS OF DESIGN:INDEECO WAI CONDENSING UNIT SCHEDULE AMB. BAW MAIL MAX. RELATED NOM. CAP. TEM'. OF EFF. WT. ELFC.'TRICAL - SYMBM AREA SERVED FAN TONS (MBH) ('F) DESIGN (� 9M) VOLT/PH MCA MOCP REMARKS CU-1 ELEVATOR MACHINE ROOM FC-1 1.5 18.0 95 MITSUBISHI MR. SUM 14 150 208/1 10.7 15 AIR DEVICE SCHEDULE sYMBOL TYPE FACE FRAME DANDER F 41SH BAsls OF DESIGN F�MARKs CD-1 CEILING DIFFUSER _ LOUVERED LAY-IN NONE PRIMER WHITE PRICE PDMC 4 CD-2 CEILING DIFFUSER LOUVERED SURFACE/FLUSH NONE PRIMER WHITE PRICE PDMC 2,3 CD-3 CEIUNG DIFFUSER LOUVERED SURFACE/FLUSH NONE PRIMER WHITE PRICE PDMC 4 CRG-1 CEILING RETURN - PERFORATED LAY-IN NONE PRIMER WHITE PRICE PDDR 4 # Date Description N CRG-2 CEILING RETURN PERFORATED SURFACE/FLUSH NONE PRIMER WHITE PRICE _PDDR _ 4 SURFACE FLUSH Revisions EG-1 CEILING EXHAUST W PERFORATED _ / NONE _ PRIMER WHITE PRICE PDDR 2,3 C LOUVERED 1 1/4" BOARDER NONE PRIMER WHITE March 7,2012 N DL-1 DRUM LOUVER_ PRICE HDC REFERENCE ONLY Date - DL-2 DRUM LOUVER 1 1/4" BOARDER PRIMER WHITE _ PRICE AHDC 3 _ LOUVERED NONE . `D SD-1_. LINEAR SLOT DIFFUSER SLOT 1 1/4- BOARDER NONE ALUMINUM PRICE SDB 5 NOT APPROVED WITH THIS PERMIT _ 1 1/4" BOARDER - JM SG-1 SUPPLY GRILL LOUVERED_ NONE PRIMER WHITE PRICE 520 1 Designed By o -- - _o SG-2 SUPPLY GRILL.._ LOUVERED 1 1/4" BOARDER NONE ALUMINUM PRICE 520 3 - a RG-1 RETURN GRILL LOUVERED 1 1/4" BOARDER NONE PRIMER WHITE PRICE 530 1 OB ---- -- -- -- -- -- -- -- -- Drawn By RG-2 - RETURN GRILL LOUVERED 1 1/4" BOARDER -NONE PRIMER WHITE PRICE 95 RG-3 RETURN GRILL LOUVERED 1 1/4" BOARDER NONE PRIMER WHITE PRICE 80 3 AL m --- - - - 84-0 Checked By } FEMARKS 16082 1. HORIZONTAL FRONT BLADES. U) - 3 2. 12x12 MODULE. Project Number 3. ALL ALUMINUM CONSTRUCTION. ;�+ - Nr 4. 24x24 MODULE. MON-01 5. PROVIDE MGF. SUPPLIED PLENUM Sheet Number 'u= Copyright 20080 !f this drawing is less than 30'x 42°,it has U been reduced.Scale accordingly. FILE: 031OMOO1.DWG - MO.01 EDIT: 3/5/2012 6:12 PM BY JASONMO PLOT: 4/5/2012 3:37- PM BY QUINLAN BELOG O SHEET KEYNOTES 1 REFRIGERANT LINES UP TO ROOF IN WALL. . _ SET Community - Center 10330 SW Scholls Ferry RD Tigard, OR 97223 I O , ' o � Outreach ducatiap Recreation J�t�+slim Ebucmiooial Tn4st Muslim Educational Trust 10330 SW Scholls Ferry RD Tigard, OR 97223 �--. ( 2 1 ) M,1 .` ` 21GIN�`F ar' 6 8P f ( 20 ) �\ OREGON \` ,q�gy10,2p0yti LAgS It EXPIRES: 12/31/12 STORAGE U Z ELEV 003 Qfie 110 1 cc MACHINE 1 , - H Z Z Z a j� 8 FC-1 M 2 }�11�� O L C of (�D CNp C r 0 Cq N N C Q> N N N N c+coj cco H O c'i '-i`C Co CD 0�CtLo W,, C . V) _R Q2 cc t= JANITOR 6" 004 , ELEG 005 4" ` 1 DATA 006 6x6 EG—1 l 55 6x6 EG-1 M.2 125 \ STORAGE 007 BASEMENT PLAN POOLOEQUIP ' 008 E -2 F _ HVAC EF-3 - VIA —BDD BDD P.1 . I ( 30 ) 1 BASEMENT PLAN - HVAC 0 4' 8' 16' SCALE: 1/8"=1'-0" a N # Date Description ri Revisions N March 7,2012 n, Date cD - JM J REFERENCE ONLY Designed By NOT APPROVED EO WITH THIS PERMIT Qg rn Drawn By AL m •� Checked By -a 16082 u, _ 0 _ Project Number ■� r ai 2m00 ' Sheet Number LL Copyright 20080 U If this drawing is less than 30"x 42,it has been reduced.Scale accordingly. FILE: 031OM200.DWG — M2.00 EDIT. 3/5/2012 6:24 PM BY QUINLANB PLOT: 4/5/2012 3:37 PM BY QUINLAN BELOG O SHEET K 5 DRYER DUCT. INSTALL PER OMSC 504.6. REFER TO MFG INSTALLATION GUIDELINES FOR 1 MOUNT BOTTOM OF RETURN GRILLE AT 12"AFF. INSTALLATION REQU!REMEN'*S. PROVICE FA��ITECH 2 TRANSITION GREASE DUCT TO EXHAUST COLLAR LINT TRAP AND PREJJURE SENSOR. ON HOOD. ROUTE GREASE DUCT TO EXHAUST 6 PROVIDE OPPOSED BLADE BALANCING DAMPER. FAN. FIRE WRAP STEEL DUCT PER SPECIFICATIONS. INCLUDE CLEANOUTS PER SPECIFICATIONS AT CHANGES IN DIRECTION. PROVIDE ACCESS PANELS IN WALLS WHERE -- REQUIRED TO ACCESS CLEANOUTS. --.,� 3 REFRIGERANT LINES UP TO CU-1 ON ROOF. ( 22 ) 4 MOUNT BOTTOM OF GRILL 4" ABOVE THE BOTTOM EDGE OF THE SOFFIT. ( 10 ) 8 7 6 4 3 2 MET Community Center 10330 SW Scholls Ferry RD M � . C I I I I Tigard, OR 97223 i KEF--1 { �1 ) EM-112 t� CRG-1 110"0-4 CD-1 E 0 2 - - - - - - - - - - - --�O MI LL M 1 L M 4 �' L C UNSELING/AD N CLASSROO L CLASSROOLUNCHRO{?M ,/-""'� L CLASSROOM 5 dab 121 122 I I 125 126 ( 20 ) I I I Mushm E5ucmilosia1 Trust STORAGE _ - _ - - -- _ Muslim T�}RAG / 12"� 116 117 1 12"0 UP _ Educational " 6x6 �SG-1 1 I`"+# ' I 14"0 CRG-1 I I I LL CLASSROOM 2 LL CLASSROO 3 I I -..I 300 TYP 4 6 50 TYP 2 yh 6 CD-1 I 123 124 TYP 2 " II {I 10 CD-, Trust 10 so KITCHEN 42x24 RG-1 4 {I I�I 265 " I 12 CRG-1 i I 10330 SW Scholls Ferry RD � 118 300LAM —To hI I I _ I— T I I 1 o"s� I 12 - CRG-1 Tigard, OR 97223 CRG-1 6 II3 fll 1TYP00 5 300 TYP 4 �\ 14"� T 425 STO AGE 12"� 22x14 I 16"4s 114"� _12�se CRG-1 I 140 { I 265 QED PROF fs MEN 22X2 26X18 11 18"o II 12"4s I 4 ��GINeF p�� 115 6x18 16"s4L ck 6 8P r' 111 l `` WOM N goo " \VORkROOM t2"0 I -= _, C Ecce 16 0 14'1 712�0CORRIDOR 22x22 2x18I14"*0 1 »0 4120 •-- --. 135 , ; ��DREWI.P`'S{c. 6 8x8 EG-1 ��'`�� 6"0 6»0 ( ----- I ( 225 TYP 2 22x22 _ - -` FEXPIRES: 12/31/12 - 14"o _ I RR DATA ' S CORRIDOR 22x48 RG- 1 2350 } I I 136 134 BOYS ------- 127 �u �8 12"se / L _ ADMIN 12"0 18 1202 CD-1 a Z MUL PURPOSE 132 " KINDERGARTEN 109 8"0 18"� 138 6"0 26x14 128 U. w _ 16»0 6»� 1% z 12"0 " I I 10" o 6"� 10 sb Or 10"� 6"0 6 0-4 GD-1 Z z f 50 =/ - W 000 "o - 12"0 » 12 -4 CD-1 0 0 � C ` .-� I 6"0 I 12"41 800 10 i� 1 300 TYP 2 0 m ,� -_ I ' I 12 0 CRG-1 0 Q " N r 0 m NNN qp ' 300 N B O M ri _ �¢ oQ � LOUNGE 8 a � RESTROOM 'o C m r1 jJ 139 12 CD-1 » 129 n 0 �tin 0. r a - , 340 6 --� _ _ F T `` -. - - - - ..._ �. - - r r 12 tb-4 CD-1 14"o CRG-1 14 4t CRG--1 - ..-A..—. � - `` 340 ( r----„ 6 0 EG-1 8x4 SG-1 6 �, r, 595 595 GIRLS _ �; 75 TYP 2 90 TYP.2� , t 6x6 EG-1 L----jI ! » 6 ib-5 CD-2 I 8 -2 CD-3fZ F1-0W0----4-1C 133 J, I 14*0 6 225 =// 350 75 --- ' � 60 LOBBY - `� 1 6 EG-2 12 CRG-1 11 J Y UNISEX � � (" 100 � f' 8 � EG-1 ,- ---„ ----' _ � ® F- I L_� r 50 350 150 TYP 2 107 ! f PRINCIPAL I- ---+t fr---� MUSEUM ,' 10 CD-1 1---- 41 - I � , 137 , ��-----I � 14"0 60 8 O-4 CD-3 101 r , 290 I j , , i ► ( I 6"0-4 CD-1 I 6"� TYP 3 75 V 225 8" _ _ _ _ - ; J 12 � CRG-1 I ; 135 TYP 3, fj 290 ' -- ------� Y ,, \ J 14 co RG-1 E.4 EXERCISE - 5 DBF-1 -----i- 9, ' , I � _ ' PRESCHOOL 400 106 i 1f - - _ 10»� 130 L=/ �0-4CD-2, j f T ' 14"s� ' 10"0-4 CD-1 10 sb-4 CD-1 " CORRIDOR I 285 - -350 TYP 2 FIRST FLOOR _ — a 108 DG 10"td ! f 14x14 CRG-, ,� 14 CRG-1 _ --a j I 5 4"4t --- TYP 2��' 700 IL___J PLAN L---! �5- ' 10"o-4 CD-1 t` I 295 f V HVAC -- --- ! 36x24 UP ' t3 r--- ,r----€ ORAG 6"0 UP 8"0 [EG-1 1 105FYI 4" DRYER DUCT UP i I r 150 YP 2O ' TO ROOF �.. ; I 1 4" COMBUSTION AIR ,! L--- -� ! I AND FLU PIPES P.1 --- - - X �� ` f 1 I 8x12 RG-3 '6 1 EN'S SHOW R 560 TYP 30 ! 36x40 1 6 8x8 EG- 3300 104 6 6 0-4 CD�1 750 - 1 100 TYP 2 POOL (DECK) WO EN'S SHOW R ; # I I I 1 I 102A I 103 I I I I I I I P.2 - - - T iI - I - -� - �--- - --�- - --� - -T - -r-- - -T- POOLa 1028 P.3 - PA .3 j f ( f ( j I-- -- -- - - -- - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3 � ` '`..I i'; C C C � C C C C f ,,,.._.•,•+ f # Date Description Revisions CQ 3 f • I i � March 7,2012 N I I I I I I I I I I { I Date N 1 --------------co ---1 REFERENCE ONLY iM NOT APPROVED WITH THIS PERMIT Designed By _o I I I I 1 I { I I I { I OB 1 FIRST FLOOR PLAN — HVAC Drawn By m 0 4' 8' 16' �� Checked By Cn } I I I ' I ! I I I I I A 8"=1'-0" 16082 >- SCALE: 1/ o Project Number - J Y ( 41 )( 40 ) ( 30 ) ( 38 ) ( 37 ) ( 35 ) ( 35 ) ( 34 ) ( 33 ) ( 32 ) ( 31 ) ( 30 ) M2n0l ai �. ti� r �� �� �. �. _� �� .1 E Sheet Number ii L 0 U If this drawing is less than 30"x 42,it has Copyright 20080 been reduced.Scale accordingly. FILE: 031OM201.DWG - M2.01 EDIT: 4/5/2012 3:42 PM BY QUINLANB PLOT: 4/5/2012 3:43 PM BY QUINLAN BELOG O SHEET KEYNOTES 1 6" DUCT UP TO GRAVITY `/Ey71LATOR ON R001-. 2 REFRIGERATION PIPE TO CONDENSING UNIT ON F:OCF CU-1, FROM FAN COIL IN BASEMENT FC-1. 3 PROVIDE OPPOSED BLADE VOLWE DAMPER. ( 22 ) / ( 10 ) 9 8 7 8 5 4 3 2 1 MET I I Community Center - '�~ 10330 SW Scholls Ferry RD M.1 � � 1 1 I I I I I Tigard, OR 97223 SCIENCE LA ( 21 ) 20x6 SG-1 7 $x2-1 2 D-1 $ 0 CD-1 355 M3.00 200 TYP 3 175 TYP 2 210 1 350 1 12 0 CRC-1 l I � a , _ _ - - - - - = — _ _ _ <e x x — — — — 24x6 DL-1 ''--� - - - - - - - - - - - - - � � � ° 14x14 CRG-1 � �(� — — _ _ _ _ _ _ _- - - _ — —_ __ — _650 TYP 1 ; ---� / r. ._. ..._ .._.. _.... _._ - - - - - - - - - - , 16"4� -- LUNCHROOM .- -, MEETING I WORKROOM U� CLASSROOIA 2 UL CLASSROOM 3dab ( 20 , 211 212 213 214 I 10 -4 CD-1 I I J�ush"i EStWca j0mN1 Trt+st ,q0 Muslim , 10"0-4 CD-1 Educational ` Ci 22»� � j $00 10"0-4 CD-1 110 0-4 CD-1 � I i 320 150 TYP 3 --------------------------- I III UL CLASSROOM 4 330 250 8 0 CRG-1 / ' - > ________ ____________ , 12 -4 CD-1 12 0-4 CD-1 (I J 42x12 _ _ 215 Trust 1 150 330 250 I'I � ( 10330 SW Scholls Ferry RD 12 0 CRG-1 I $ -4 CD-3 ° I I I`I 12 CRC-1 Tigard, OR 97223 30fl 185 I 1, 1000300 TYP 2 ~ j CORRIDOR l TYP 5 12 CRG-1 24"0 �: Mu ry i » » 320 MET PR / 209 12"0 14"0:70 1 �, T �"" 8"0 I 2$x16 I I li 12"0 0 PRpFFss rr 208 I I 6 0-4 CD-1 v�5 �G►N£F L___� 26x18 ( G I 125 18 �s ct 6 8P ,., � T 10"0 `, �� 14"0 10"�► 22x22 I - `"~ -.,._ � — - — — — — OREGON _ „ 22x22� I ;, I I ---i 1 _ -------- J-- 26x18 26x18- ____• �� PRESIDENT i, i� i, 24x16 ------- - -- =J� 22x22 11 I I 9�© EWt_I�+Sc'k. 208 6»0 26x18 =__= O SHEET - KEYNOTES 1 4" COMBUS11ON AIR AND FLUE TERMINATIONS. 2 4" DRYER 'TERMINA TIOv. PROV DE BACKDPAFT DAMPER AND GOOSENECK. ( 22 ) ! ( 10 ) 8 7 6 5 4 3 2 1 / MET Community Center 'rte I I I I 10330 SW Scholls Ferry RD M.1 I I I I I I 1 Tigard, OR 97223 �.. ! ( 21 ) — — — — — — — — — — — -� -- — A outreach Education Recreation - I ( 20 ) I I ( Muslim ESHcatimal Trust B MuSlICYI ;- --------�; Educational �\ _ 1 r i ---1 I EF-4 I I 1 Trust 10330 SW Scholls Ferry RD HP-7 M3.00 I I I I Tigard, OR 97223 I � ! L- - -----+ LUNCH/KITCHEN 8 HP-8 8 HP-5 M3.Op '► WEST SPACES 1 I I IRP PRQrFSS 8P t OREGON � i r i i r--- ------� i r �- . I L_J --- I I r---- q F, -----I L LP`'�' I----- L_J 1._J i------_� EXPIRES: 12 31 i 2 GV-1 ' ----- ' ------- ---� M3.00 �----__-_--- i i 1 1 Jl 8 I L--- W ;`_ -__-'; ------� � HP-4 M3Ap i--- -- �-----` --=� HP-6 M 00 V z ! i EAST CLASS ; -----� SOUTH CLASS Q LL W 1 8 l __----J W z ! M3.00 HRV-1 ! 9 10 11 ! VENTILATION/EXHAUST z M3.00 3.Op M3.00 CU-1 IL i Z w ------ I 8 I = -•„ 1 I I I 0001 HP-1 M3.00 rn Ci N IDm GYM N � 7E Cr r°0i O ri C) 10t w / • J O t- 0 . L6 •`_ - - --rt- _ _ _ - - _ F I I ` HP-2 FIRST FLOOR / ! FITNESS 8 _ _ r_ - _ _ _ _ ROOF PLAN -, -----, HP-3 e SECOND FLOOR I I HVAC MUL71—PURPOSE I GV-1 2 ! M3.00 M3.01 H �- I I 1 I I 48x18 � 8 F 1 I I I I 0 R RL PO I- P.2 - - cu-2 PA P. �-- # Date Description N ai Revisions N March 7,2012 Date ccs m JM o Designed By 1 ROOF PLAN - HVAC QB 0 4' 8' 1 16' REFERENCE ONLY Drawn By a NOT APPROVED WITH THIS PERMIT AL ca SCALE: 1/8"=1'-0" �� Checked By I I I I I I I 1 I I I I (Q,� y 16082 LO _ r � �/ ./ Project Number ( 41 )( 40 ) ( 39 ) ( 38 ) ( 37 ) ( 38 ) ( 35 ) ( 34 ) ( 33 ) ( 32 ) ( 31 ) ( 30 } M2mO3 iiiCopyright 2008® �� . _ �� �_. _.� �� � . - �. Sheet Number n if this drawing is less than 30'x 42",it has been reduced.Scale accordingly. FILE: 031OM203.DWG — M2.03 EDIT: 3/5/2012 6:01 PM BY JASONMO PLOT: 4/5/2012 3:38 PM BY QUINLAN BELOG _ 5/8" EYE BOLT — - ATTACHED WITH NUT AND WASHER BOTH SIDES. SEAL WATER-TIGHT 20 GAUGE PROTECTION SHIELD "� - • EXTEND MINfMUM12" EACH AIRCRAFT CABLE ATTACHMENT _ CAPABLE OF WITHSTANDING SIDE OF DUCT PENETRATION. � [80 LBS OF FORCE]. SECURE TO —CONDENSING UNIT, SHEET PLATE, SEAL BRANCH DUCT TO PENETRATION WATER-TIGHT. WALL AS REQUIRED. SUPPLY AIR FLOW. ATT EYE BOLT MAINTAIN CLEARANCES EXTEND MINIMUM 2" BEYOND ATTACHED WITH AS SPECIFIED BY MET NUT AND WASHER MANUFACTURER. DUCT IN ALL DIRECTIONS. SEAL AIR/WATERTIGHT SHEET METAL BRANCH BOTH SIDES. —INSULATED REFRIGERANT 4" MAXIMUM DUCT WITH 1" DUCT Community DIMENSION AS LINEROR FIBERGLASS 1/8" AIRCRAFT PIPES•SHOWN ON PLANS. DUCTBOARD. CABLE. SEISMIC GALV OR ZINC-A-LUME GUY WIRE TYP. COVER. 6" MIN. VOLUME DAMPER. OF FOUR SIDES. CenterPROVIDE WHERE SECURELY INDICATED ON FASTEN TO UNIT 10330 SW Scholls Ferry RD FLOOR PLAN OR CURB. ALUMINUM Tigard, OR 97223 r•"---�. SPECIFICATIONS. SILICONE ' -----� i OUTDOORS INDOORS SEAL. � ` PIPE COVER. - ROOFING AND « ( ! 6" MIN. FLASHING. Q 45' MAIN DUCT. ROOF. Outreach Education Recreation FLEXIBLE DUCT fig' SUPPLY AIR CURB HEIGHT AS REQUIRED ROUTE REFRIGERATION PIPES Mush"i £bucatiomxf Trust CONNECTION. PENETRATION AND CONNECTION ( ) TO FAN/COIL UNIT. SEE STRUCTURAL FOR METAL STUDS. TO BE 1009 LEAKPROOF. RETURN/EXHAUST AIR ATTACHMENT TO ROOF. 18 GA. SHEETMETAL CAP. FILL CAVITY WITH MUS�I11'1 SPRAY FOAM INSULATION AIRTIGHT. Educational SIDEWALL DUCT MAIN RECTANGULAR ; } 1 PENETRATION ABOVE ROOF . 6 BRANCH DUCT CONNECTION 10 ROOFTOP CONDENSING UNIT PLATFORM CONSTRUCTION Trust TO BE COORDINATED WITH NO SCALE NO SCALE ARCHITECT. 10330 SW Scholls Ferry RD NO SCALE MHVDU11A.dwg Tigard, OR 97223 ��4Ep PROP y � GINEF` 10, 6 8P f CEILING STRUCTURE. OREGON ALUMINUM 9�gy102pOh� SUSPEND DUCTS WITH PIPE COVER. NORM Lp,SS b THREADED HANGER LAP SEALANT. EXPIRES: 12/31/12 FLAT ROOF. COORDINATE SIZE AND LOCATION OF ROOF RODS AND CONNECT PENETRATIONS WITH GENERAL CONTRACTOR. ALL ROOFING TO SHEET METAL STAINLESS STEEL AND CURB INSTALLATION WITH GENERAL CONTRACTOR. HANGER STRAP. CLAMPING STRAP. � w c� U z BIRD SCREEN ROOF VENT. PRE-FAB LL W SPIRAL WOUND PIPE FLASHING. aC UJ 6x6MM (1 j4"x1 j4") - MESH. SUPPLY DUCT. W z COUNTER FLASHING. 30' OFFSET FROM LAP SEALANT F- LAG BOLT— HORIZONTAL. Z z RIGID - W (1 ON EACH SIDE). ' ' t �^ (L 8 •'� ,. INSULATION. _ � ROOFING. 8" MIN. TAKE-OFF BOX SHALL BE SIZED SUCH THAT SPLICE ADHESIVE. - c ° FACE GRILLE FITS FLUSH 0 m N c ROOFING o 0 ¢' rn N N � WITH EDGES OF TAP. ROOF DECK. MEMBRANE. t M ROOF DECK. H4IE: v i; o0 LO 0 Ln Ln a C ri C6 C FLASHING. DUCT SIZE AS USE ROOF MEMBRANE g z NOTED ON PLAN. MANUFACTURERS W h -81 - W - CURB. MATERIALS. PATCH Y+ W v �tia CANT STRIP. TRANSITION TO SUPPLY GRILLE (WITH UNIT AS - ADJUSTABLE DEFLECTORS). AND REPAIR ROOF TO _ REQUIRED. COMPLY WITH ALL •3" ROOF WARRANTIES. 2x AS REQUIRED. 2 GRAVITY VENTILATOR T SUPPLY DUCT TAKE-OFF 11 REFRIGERANT PIPING COVER PENETRATION NO SCALE NO SCALE NO SCALE SUPPORT CHANNEL - INTEGRAL TO AC UNIT. PROVIDE SEISMIC ANCHORAGE PER SPECIFICATIONS. STRAP HANGERS SHEET METAL PLENUM WITH HVAC UNIT. TO STRUCTURE. 1" FIBERGLASS LINING. DETAILS VOLUME DAMPER PER NECK WIDTH SPECIFICATIONS (NOT RUBBER GASKET. HVA PLUS 2". FURNISHED W/SPIN-IN). PRE-FAB CURB BY FASTEN STRAP SECURELY TO DUCT DIA. FLEXIBLE DUCT - MAX 5'-0". AC-UNIT MANUFACTURER. CHANNEL AND TO NAILER STRIP. PLUS 2". NAILER STRIP. SPIN IN FITTING. ----- FLASHING. COORDINATE EXACT RIGID INSULATION. CEILING. CONNECT AIR INLET OR OUTLET TO PLENUM DETAIL WITH HVAC ROOFING. PER MANUFACTURER'S INSTRUCTIONS. UNIT MANUFACTURER. 3 AIR INLET OR OUTLET SOUARE NECK DANT STRIP. SECURELY FASTEN CURB NO SCALE TO ROOF DECK PER LEVELING STRIP. SPECIFICATIONS. ROOF DECK. SHEET METAL DUCT. VOLUME DAMPER PER SPECIFICATIONS (NOT FURNISHED W/SPIN-IN). ROOF FRAMING FLEXIBLE DUCT MAX 5'-O". (COORDINATE WITH STRUCTURAL). CONNECT AIR INLET OR OUTLET TO ELBOW V 'AC UNIT CURB CEILING. PER MANUFACTURER'S INSTRUCTIONS. NO SCALE 4 AIR INLET OR OUTLET ROUND NECK NO SCALE Q. 18 GA. SHEET METAL INSULATION. STRUT PIPE CLAMP ONE SIZE FLEX DUCT CONNECTION WIDTH OF PLENUM SLEEVE FULL PERIMETER LARGER THAN INSULATION STRUT PIPE CLAMP ONE SIZE # Date Description o TO PLENUM. MAX. 5'-0" LONG. TO BE SAME AS OF PIPE INSULATION. DIAMETER. IN . LARGER THAN LIQUID UNE. VOLUME DAMPER WIDTH OF LINEAR FOR PROTECTION OF SUPPLY GRILLE. INSULATION. LIQUID LINE, Revisions 0 PER SPECIFICATIONS March 7,2012 (NOT FURNISHED Q W/SPIN-IN). ;-------9 SUCTION LINE. O O Date cv i i JM t i o POLYETHELYNE FOAM 6 ; ; HEIGHT OF PLENUM BLOCK SUPPORT WITH ROOF ASSEMBLY. Designed By FL MAIN DUCT. �""""""""" AS REQUIRED. STRUT CHANNEL (ERICO QB DUCT- ; ; PIPE PIER OR EAQUAL). STRAP. ; ; REFERENCE ONLY Drawn By " t - NOT APPROVED WITH THIS PERMIT SPIN-IN AL �� Checked By . °�° FITTING. ; W 16082 .o CEILING. LINEAR SUPPLY GRILLE. r o ATTACH TO BOTTOM OF �+ �/ Project Number PLENUM, LINE WITH 1" DUCT LINER PLENUM AS REQUIRED. OR UTILIZE 1" FIBERGLASS DUCT. ROOF TOP - 00 M30 W 5 LINEAR SUPPLY GRILLE 9 REFRIGERATION PIPING SUPPORT L SheetCopyrNumber 2 08 Q NO SCALE NO SCALE U v If this drawing is less than 3t7"x 42,it has been reduced.Scale accordingly. FILE: 031OM30O.DWG - M3.00 EDIT: 3/5/2012 6:02 PM BY JASONMO PLOT. 4/5/2012 3:38 PM BY QUINLAN BELOG ELECTRICAL SYMBOL LIST NOTE: This is a standard symbol list and not all items listed may be used. Abbreviations STD STANDARD Miscellaneous � SPECIAL PURPOSE RECEPTACLE. JSEE LETTER CODE AT DUPLEX RECEPTACLE FOR OPTIONS. TBB TELECOMMUNICATIONS BONDING BACKBONE #10 BRANCH CIRCUIT WIRING. ARROW INDICATES HOME RUN TO - (E) EXISTING I■� PANEL WITH CIRCUITS AS NOTED. WIRE SIZE IS #12 AWG TBD TO BE DETERMINEDMINIMUM UNLESS NOTED OTHERWISE. SHORT TICK MARKS CEILING MOUNTED OCCUPANCY SENSOR A AMPERES B-2729'31' INDICATE PHASE CONDUCTORS. LONG TICK MARKS INDICATE NEUTRAL CONDUCTORS. A SINGLE CURVED TICK MARK P = PASSIVE INFRARED TGB TELECOMMUNICATIONS GROUNDING BUS BAR INDICATES INSULATED GREEN GROUND CONDUCTORD = DUAL TECHNOLOGY . AFC -ABOVE FINISHED CEILING U = ULTRASONIC, 360 DEG RANGE TP TRANSITION POINT H = ULTRASONIC, HALLWAY PATTERN AFF ABOVE FINISHED FLOOR G BRANCH PANEL TTB TELEPHONE TERMINAL BOARD WALL MOUNTED OCCUPANCY SENSOR AFG ABOVE FINISHED GRADE FLUSH` WALL MOUNTED BRANCH PANEL P = PASSIVE INFRARED TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR D = DUAL TECHNOLOGY AHJ AUTHORITY HAVING JURISDICTION TYP TYPICAL CONDUIT CONCEALED IN WALL OR CEILING SPACE 9H WALL MOUNTED OCCUPANCY SENSOR/SWITCH AIC AVAILABLE INTERRUPTING CAPACITYMET UL UNDERWRITERS LABORATORIES S = PASSIVE INFRARED WITH INTEGRAL "OFF" SWITCH ANSI AMERICAN NATIONAL STANDARDS INSTITUTE ---i CONDUIT ELLED DOWN UPS UNINTERRUPTIBLE POWER SUPPLY CommunityAV AUDIO VISUAL PHOTO ELECTRIC SWITCH ' V VOLTS, VOLTAGE —{} CONDUIT ELLED UP D = CONTINUOUS DIMMING PHOTOCELL AWG AMERICAN WIRE GAUGE S = SWITCHED PHOTOCELL Center VRFY VERIFY _ — — — — _ CONDUIT ROUTED BELOW FLOOR GRADE / $ SINGLE POLE SWITCH 10330 SW Scholls Ferry RD BAS BUILDING AUTOMATION SYSTEM W WITH 2 = DOUBLE POLE SWITCH Tigard, OR 97223 / C CONDUIT, CLOSE, CONTROL --� CONDUIT/INKING STUBBEQ OUT WITH END CAP OR INSULATED 3 = THREE—WAY SWITCH4 = FOUR—WAY SWITCH W/O WITHOUT PLASTIC BUSHING a THRU z (LOWERCASE) = LUMINAIRE CONTROL CA CABLE DESIGNATION W WIRE D = DIMMER ! ' CAT CATEGORY CURRENT TRANSFORMER K = KEY OPERATED SWITCH Q O WG WIRE GUARD L = LOW VOLTAGE SWITCH CB CIRCUIT BREAKER T1 CIRCUIT BREAKER M = MANUAL MOTOR STARTER WITH THERMAL OVERLOAD Outreach WP WEATHERPROOF P = SWITCH H PILOT LIGHT Education recreation WITH CFCI CONTRACTOR FURNISHED CONTRACTOR INSTALLED W = WEATHERPROOF SWITCH EXISTING CONDUIT CONCEALED IN WALL OR CEILING SPACE Mt4slim 'EN4cmimiAl Tmst CF01 CONTRACTOR FURNISHED OWNER INSTALLED -- — — — — EXISTING CONDUIT ROUTED BELOW FLOOR / GRADE M usi i rn CLG CEILING Connections I EgUlprrlent Educational COORD COORDINATE 0 COMBINATION ADJUSTABLE FREQUENCY DRIVE WITH SAFETY " FLEXIBLE CONDUIT CU COPPER DISCONNECT SWITCH - Trust EPHEAVY DUTY- FUSED DISCONNECT SWITCH 7 FLUSH MOUNT EQUIPMENT ENCLOSURE AS NOTED 10330 SW Scholls Ferry RD dB DECIBEL Tigard, OR 97223 DIA DIAMETER Q OR JUNCTION BOX m SURFACE MOUNT EQUIPMENT ENCLOSURE AS NOTED DIM DIMENSION MOTOR CONNECTION GROUNDING POINTG N� SPyo DIV DIVISION DN DOWN NON—FUSED DISCONNECT SWITCH MAIN DISTRIBUTION PANEL / SUB DISTRIBUTION PANEL 599 PE .•— DTL DETAIL 0P POWER UTILITY POLE �<"BF�gR 8 Q UL 924 RELAY, REFER TO 3/5.00 c � 4 A. DWG DRAWING 0 EA EACH TRANSFORMER MVCSUBGRADE VAULT CATV EXPIRES: 12 31 13 Q SUBGRADE VAULT TELEPHONE/TECHNOLOGY EL ELEVATION W c9 TP - UZ . EM EMERGENCY Ling TELEPHONE UTILITY POLE ce W ESD ELECTROSTATIC DISCHARGE EXIT SIGN CEILING MOUNTED, ARROW(S) INDICATES DIRECTION IF C UNDERGROUND CABLE TELEVISION SERVICE UJ Z FA FIRE ALARM SHOWN ~ ZZ FACP FIRE ALARM CONTROL PANEL EXIT SIGN WALL MOUNTED, ARROW{S} INDICATES DIRECTION IF �'— UNDERGROUND PRIMARY SERVICE W SHOWN L 8 FBO FURNISHED BY OTHERS —g— UNDERGROUND SECONDARY SERVICE AREA LUMINAIRE ARM MOUNTED WITH POLE AND CONCRETE p c BASE FF FINISH FLOOR N N N O cycm C4in T UNDERGROUND TELEPHONE SERVICE N AREA BOLLARD LUMINAIRE WITH CONCRETE BASE 0 0 0 o v FT FOOT, FEET �- CONNECTED TO EMERGENCY / LIFE SAFETY CIRCUITLO kn G. GND GROUND uz UTILITY TRANSFORMER PAD/VAULT o� 0 o=o W C>— LINEAR LED VERTICAL CHANNEL LUMINAIRE a 0 r..cn a U. GFCI GROUND FAULT CIRCUIT INTERRUPTER ®-•- IN—GRADE WALLWASH LUMINAIRE GFI GROUND FAULT INTERRUPTER IN—GRADE UPLIGHT LUMINAIRE HH HANDHOLE RECESSED FLUORESCENT 1' X 4' LUMINAIRE Reference Symbols HT HEIGHT 1 DETAIL NUMBER AND SHEET LOCATION ID IDENTIFICATION ® RECESSED FLUORESCENT 1' X 4' LUMINAIRE CONNECTED TO XXX EMERGENCY/LIFE SAFETY CIRCUIT IEEE INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS O1 KEYED NOTES IN INCH, INCHES RECESSED FLUORESCENT 2' X 4' LUMINAIRE MECHANICAL EQUIPMENT CONNECTION ITEM. REFER TO SCHEDULE KV KILOVOLT RECESSED FLUORESCENT 2' X 4' LUMINAIRE CONNECTED TO KVA KILOVOLT AMPERES EMERGENCY/LIFE SAFETY CIRCUIT A SECTION NUMBER AND SHEET LOCATION XXX KW KILOWATT ® RECESSED LUMINAIRE SYMBOLS LIST a KITCHEN EQUIPMENT CONNECTION ITEM. REFER TO SCHEDULE. LED LIGHT EMITTING DIODE ® RECESSED LUMINAIRE CONNECTED TO EMERGENCY/LIFE SAFETY AND ENE RAL CIRCUIT LNC LIQUID TIGHT FLEXIBLE NONMETALLIC CONDUIT NOTES LV LOW VOLTAGE SURFACE OR PENDANT MOUNTED FLUORESCENT 2' X 4' LUMINAIRE - ELECTRICAL M MOTORiWItCI1eS and Rece�ataCleS SURFACE OR PENDANT MOUNTED FLUORESCENT 2' X 4' MCA MINIMUM CIRCUIT AMPS LUMINAIRE CONNECTED TO EMERGENCY/LIFE SAFETY CIRCUIT d DUPLEX RECEPTACLE (MULTIPLE LETTERS INDICATE MULTIPLE MHz MEGAHERTZ ® SURFACE OR PENDANT MOUNTED FLUORESCENT 1' X 4' OPTIONS) LUMINAIRE A = ABOVE COUNTER MISC MISCELLANEOUSC = FLUSH CEILING MOUNTED ® SURFACE OR PENDANT MOUNTED FLUORESCENT 1' X 4' G = GROUND FAULT CIRCUIT INTERRUPTER MOCP MAXIMUM OVERCURRENT PROTECTION LUMINAIRE CONNECTED TO EMERGENCY/LIFE SAFETY CIRCUIT P = PENDANT MOUNTED WITH CORD GRIPS. VERIFY PENDANT LENGTH MT, MTD MOUNT, MOUNTED fZ'S--I SURFACE OR PENDANT MOUNTED FLUORESCENT 1' X 8' S = SPLIT WIRED LUMINAIRE - T = TAMPER RESISTANT SHUTTERED RECEPTACLE , W = WEATHERPROOF CONTINUOUS USE COVER, GFCI N/A NOT APPLICABLE PROTECTED, WITH WEATHER—RESISTANT RECEPTACLE r�"t----� SURFACE OR PENDANT MOUNTED FLUORESCENT 6" X 8' NC NORMALLY CLOSED LUMINAIRE DOUBLE DUPLEX RECEPTACLE. SEE LETTER CODE LIST AT DUPLEX RECEPTACLE FOR OPTIONS SHEETINDEX NEC NATIONAL ELECTRIC CODE C=C)= SURFACE OR PENDANT MOUNTED FLUORESCENT STRIPLIGHT SINGLE RECEPTACLE. SEE LETTER CODE LIST AT DUPLEX NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION SURFACE OR PENDANT MOUNTED FLUORESCENT STRIPLIGHT RECEPTACLE FOR OPTIONS EO.00 SYMBOLS LIST AND GENERAL NOTES — ELECTRICAL NESC NATIONAL ELECTRIC SAFETY CODE CONNECTED TO EMERGENCY/LIFE SAFETY CIRCUIT EQUIPMENT ELECTRICAL CONNECTION EO.01 LUMINAIRE SCHEDULE EO.02 LUMINAIRE SCHEDULE NO NORMALLY OPEN RECESSED LARGE ROUND APERATURE FLUORESCENT LUMINAIRE F0_T7__] FLUSH FLOOR COMBINATION COMMUNICATIONS OUTLET E1.00 SITE PLAN — ELECTRICAL AND DOUBLE DUPLEX RECEPTACLE, INSTALL CONDUIT NTS NOT TO SCALE 0 AS SHOWN ON PLANS E2.00 BASEMENT PLAN — LIGHTING E2.01 FIRST FLOOR PLAN — LIGHTING OC ON CENTER p SURFACE OR PENDANT MOUNTED LUMINAIRE E2.02 SECOND FLOOR PLAN — LIGHTING OFCI OWNER FURNISHED, CONTRACTOR INSTALLED E3.00 BASEMENT PLAN — POWER SURFACE OR PENDANT MOUNTED LUMINAIRE CONNECTED TO E3.01 FIRST FLOOR PLAN — POWER a OFOI OWNER FURNISHED, OWNER INSTALLED EMERGENCY/LIFE SAFETY CIRCUIT E3.02 SECOND FLOOR PLAN — POWER E3.03 ROOF PLAN — ELECTRICAL # Date Description 0 N - PH PHASERevisions WALL MOUNTED FLUORESCENT 12 WIDE LUMINAIRE T E4.00 ENLARGED PLANS — ELECTRICAL March 7, 201 O QTY QUANTITY WALL MOUNTED FLUORESCENT 6" WIDE LUMINAIRE E5.00 DETAILS — ELECTRICAL Date CM REQD REQUIRED Mo iv E6.00 PANEL SCHEDULES — ELECTRICAL o RFI REQUEST FOR INFORMATION o E7.00 ONE—LINE DIAGRAM = ELECTRICAL QB a RGB RED, GREEN, BLUE WALL MOUNTED LUMINAIRE CONNECTED TO EMERGENCY/LIFE Drawn By SAFETY CIRCUIT BE a RM ROOM 3 4� Checked By m REFERENCE ONLY �� TRACK WITH TRACK. MOUNTED LUMINAIRE SHT SHEET I'vTOT APPROVED WITH THIS PERMIT Q�Cd SPD SURGE PROTECTION DEVICE Pro Pro ect Number o SPKR SPEAKEREOmOO Sheet Number Copyright 20080 If this drawing is less than 30"x 42,it has Q been reduced_Scale accordingly. U FILE: 0310E000.DWG — EO.00 ( EDIT: 4/5/2012 10:40 AM BY ANNAS PLOT: 4/5/2012 1:47 PM BY ANNA SANDYS LUMINAIRE SCHEDULE DESC Rn M HOUSM LBBB LCKM LECTOR WIFEWTIM moulffm FOW RATM BALLAf1'{' LAWS) POLE MAM,FACTtAW8 prm RECESSED LENSED HIGH NOMINAL 2-FOOT BY 4-FOOT RIBBED FROSTED NONE HIGH REFLECTANCE WHITE ELECTRONIC, LED. 4600 LUMEN, 3500K. 82 LITHONIA 2RTLED, LEDALITE. FOCALPOINT, MINIMUM 90 LUMENS PER WATT Al EFFICIENCY TROFFER COLD ROLLED STEEL ACRYLIC WHITE INTEGRAL CRI, 50 WATTS COREUTE, PINNACLE, OR APPROVED DIMMING PENDANT MOUNTED DIRECT THIN NOMINAL 9-INCH WIDE BY SEMI-SPECULAR HIGH REFLECTANCE SUSPENDED WITH MATTE WHITE ELECTRONIC TWO 32 WATT T8 FLUORESCENT LEDALITE THRIVE SERIES. PRUDENTIAL., IEI DESIGNER TO SZLECT - PROFILE LINEAR FLUORESCENT 2.5-INCH HIGH EXTRUDED WHITE AIRCRAFT CABLE AND PER 4-FOOT SECTION, 59 FINELITE, OR APPROVED ENDCAPS A9 ALUMINUM IN LENGTHS AS WHITE CORD FEED WATTS SHOWN ON DRAWINGS PENDANT MOUNTED DIRECT THIN NOMINAL 9-INCH WIDE BY SEMI-SPECULAF HIGH REFLECTANCE SUSPENDED WITH MATTE WHITE 1 PERCENT TWO 32 WATT T8 FLUORESCENT LEDAUTE THRIVE SERIES, PRUDENTIAL. IEI DESIGNER TO SELECT PROFILE LINEAR FLUORESCENT 2.5-INCH HIGH EXTRUDED WHITE AIRCRAFT CABLE AND DIMMING PER 4-FOOT SECTION, 59 FINEUTE. OR APPROVED ENDCAPS A10 ALUMINUM IN LENGTHS AS WHITE CORD FEED WATTS SHOWN ON DRAWINGS RECESSED LENSED HIGH NOMINAL 1-FOOT BY 4-FOOT RIBBED FROSTED NONE HIGH REFLECTANCE WHITE ELECTRONIC ONE 32 WATT T8 FLUORESCENT LITHONIA RT88. LEDALITE. FOCALPQINT, MINIMUM EFFICIENCY OF 80 81 EFFICIENCY TROFFER COU} ROLLED STEEL ACRYLIC WHITE PER 4-FOOT SECTION, 30 CORELI E, PINNACLE. OR APPROVED PERCENT WATTS RECESSED LENSED HIGH NOMINAL 2-FOOT BY 4-FOOT RIBBED FROSTED NONE HIGH REFLECTANCE WHITE ELECTRONIC TWO 32 WATT T8 FLUORESCENT LITHONIA RT8B, LEDALITE, FOCAL.POINT, MINIMUM EFFICIENCY OF 80 B2 EFFICIENCY TROFFER COLD ROLLED STEEL ACRYLIC WHITE PER 4-FOOT SECTION, 58 CORELITE. PINNACLE. OR APPROVED PERCENT WATTS RECESSED FLUORESCENT NOMINAL 2-FOOT BY 4-FOOT #12 PATTERN, WHITE WET ELECTRONIC TWO 32 WATT T8 FLUORESCENT. LITHONIA WRT. GUTH KTR 100 SERIES, OR SEALED AND GASKETED TROFFER COLD ROLLED STEEL, 0.125-INCH THICK 59 WATTS APPROVED MET B3 SELF-GASKETED ACRYLIC. INVERTED WITH SMOOTH SIDE DOWN RECESSED FLUORESCENT NOMINAL 1-FOOT BY 4-FOOT #12 PATTERN, WHITE WET ELECTRONIC ONE 32 WATT T8 FLUORESCENT, LITHONIA WRT, GUTH KTR 100 SERIES, OR Community SEALED AND GASKETED TROFFERCOLD ROLLED STEEL. 0.125-INCH THICK 30 WATTS APPROVEDB4 SELF-GASKETED ACRYLIC. INVERTED WITH SMOOTH SIDE DOWN FLUORESCENT HIGH BAY NOMINAL 2-FOOT BY 4-FOOT CLEAR POLYCARBONATE SPECULAR "NORMAL" DISTRIBUTION CHAIN HANG, CENTER WHITE ELECTRONIC FOUR 32 WATT T8 HOLOPHANE HB SERIES, H.E. WILLIAMS HL PROVIDE WIRE GUARD AND AIR ALUMINUM AND WIRE GUARD ALUMINUM OF LUMINAIRE AT HIGH TEMP FLUORESCENT, 118 WATTS SERIES, OR APPROVED VENTS Center 22'-0" AFF. TILT B5 LUMINAIRE AT 45 DEGREES FROM 10330 SW Scholls Ferry RD NADIR. Tigard, OR 97223 SURFACE MOUNTED 4—FOOT COLD ROLLED STEEL WHITE ELECTRONIC TWO 32 WATT TO FLUORESCENT, BARTCO BFLFS SERIES, BIRCHWOOD, ADJUST LENGTH AND QUANTITY FLUORESCENT STAGGERED LAMP CHANNEL 59 WATTS BELFER, OR APPROVED FOR BEST FIT IN COVES, NOT C1 STRIPUGHT MORE THAN 6 INCHES OVERLAP AT END OF LAMP. _ O LENSED FLUORESCENT NOMINAL 5—INCH WIDE BY PRISMATIC ACRYLIC DIRECT WALL OR CEILING WHITE ELECTRONIC TWO 32 WATT T8 FLUORESCENT, LITHONIA CA, DAYBRITE, LIGHTOUER, HE COORDINATE MOUNTING HEIGHTQ NOMINAL 5—INCH HIGH BY MOUNT AS INDICATED 59 WATTS WILLIAMS. OR APPROVED WITH ARCHITECTURAL DRAWINGS C2 4—FOOT LONG DIE—FORMED ON PLANS STEEL CHANNEL Outreach SURFACE MOUNTED 4—FOOT COLD ROLLED STEEL WHITE ELECTRONIC 1X ONE 54 WATT T5 FLUORESCENT, BARTCO MIT5 SERIES, LITHONIA, HE NONE Education Recreation C3 FLUORESCENT STRIPLIGHT CHANNEL DIMMING 60 WATTS WILLIAMS. METALUX OR APPROVED SURFACE MOUNTED NOMINAL 7—INCH WIDE BY SHATTER—RESISTANT WHITE ELECTRONIC ONE 32 WATT T8 FLUORESCENT. ALKCO LITTLE INCH SERIES, NUUTE. NONE I Mwslint EbucAtlm.0 Trust FLUORESCENT UNDER CABINET 1—INCH HIGH BY 4—FOOT LONG ACRYLIC 30 WATTS LIGHTOUER. METALUX OR APPROVED C4 DIE—FORMED STEEL WITH SOLID _ FRONT Muslim D1 RECESSED DOWNLIGHT NOMINAL 4—INCH DIAMETER REGRESSED PRISMATIC NONE MATTE CLEAR. SELF WIDE ELECTRONIC LED. 900 LUMEN, 14 WATT, PORTFOLIO LD4, LIGHTOUER, GOTHAM EdUCatIO�aI APERTURE TEMPERED GLASS FLANGED 3500K, 80 CRI EDISON PRICE OR APPROVED RECESSED HORIZONTAL NOMINAL 6—INCH DIAMETER REGRESSED PRISMATIC NONE MATTE CLEAR, S GOT WET LOCATION ELECTRONIC ONE 32 WATT COMPACT KURT VERSEN, EDISON PRICE, HAM, D2 COMPACT FLUORESCENT APERTURE ACRYLIC FLANGED FLUORESCENT. 36 WATTS LIGHTOLIER. PEACHTREE. PORTFOLIO. OR Trust DOWNLIGHT APPROVED - DECORATIVE GLASS RECESSED NOMINAL 7—INCH DIAMETER TWO LAYER ANGLED NONE MATTE CLEAR SEMI RECESSED ELECTRONIC LED. 1500 LUMEN, 3500K, LIGHTOLIER D7A13 SERIES, GOTHAM, . DOWNUGHT APERTURE TRIPLEX GLASS. 80+CRI, 27 WATTS PORTFOLIO. OR APPROVED 10330 SW Scholls FerryRD D3 FROSTED INNER. CLEAR OUTER Tigard, OR 97223 D4 RECESSED DOWNUGHT NOMINAL 7—INCH DIAMETER NONE NONE MATTE CLEAR. SELF WIDE BEAM WALLWASH ELECTRONIC LED. 900 LUMEN. 3500K. PORTFOLIO 4LW111. GOTHAM. OR WALLWASH APERTURE FLANGED 80+CRI, 14 WATTS APPROVED CYLINDER DOWNUGHT NOMINAL 8-INCH DIAMETER BY NONE MATTE CLEAR SURFACE DIRECTLY WHITE ELECTRONIC LED. 1800 LUMEN, 4100K, GOTHAM CLED9, KIRUN, PORTFOLIO. KURT COORDINATE MOUNTING HEIGHT D5 16-INCH HIGH ALUMINUM TO CEILING 80+ CRI, 36 WATTS VERSEN. OR APPROVED WITH ARCHITECTURAL DRAWINGS ��REQRQFfss RECESSED DOWNUGHT NOMINAL 6-INCH DIAMETER NONE NONE MATTE CLEAR, SELF ELECTRONIC LED. 1800 LUMEN. 4100K. GOTHAM ALED, KIRUN, PORTFOLIO, KURT MUST MATCH REFLECTOR AND GINE �p D6 APERTURE FLANGED 80+CRI, 37 WATTS VERSEN,-OR APPROVED LED P SPECIFICATIONS WITH TYPE D 599 P y� RECESSED FLUORESCENT NOMINAL 6—INCH BY 4—FOOT NONE ASYMMETRIC WALLWASH RECESSED WHITE ELECTRONIC ONE 28 WATT T5 FLUORESCENT. EL.P DW SERIES, GAMMALUX, LTTECONTROL; Ft WALLWASH COLD ROLLED STEEL 30 WATTS FOCAL. POINT OR APPROVED WALL MOUNT ALUMINUM HOUSING MATTE WHITE ACRYLIC WALL MOUNT NATURAL ALUMINUM 'ADA COMPLIANT ELECTRONIC TWO 32 WATT T8 LAMPS EACH. SHAPER 605 SERIES, VISA. WINONA, OR �` R 8 ��� pR_ G1 58 WATTS APPROVED cCq A.ELS-5`l� PENDANT MOUNTED NOMINAL 4-INCH WIDE BY HIGH REFLECTANCE 17 PERCENT DIRECT, SUSPENDED WITH MATTE WHITE ELECTRONIC ONE 28 WATT T5 FLUORESCENT PEERLESS CHOPSTICK, LEDALITE. IEI DESIGNER TO SELECT _ DIRECT/INDIRECT THIN PROFILE 2-INCH HIGH EXTRUDED WHITE 83 PERCENT INDIRECT AIRCRAFT CABLE AND PER 4-FOOT SECTION, 30 GAMMALUX, FOCAL POINT, OR APPROVED ENDCAPS EXPIRES: 12/31 j13 H1 LINEAR FLUORESCENT ALUMINUM IN LENGTHS AS WHITE CORD FEED WATTS SHOWN ON DRAWINGS RGB COLOR CHANGING FLOOD CAST ALUMINUM CLEAR PRISMATIC SPOT SURFACE MOUNT WHITE INDOOR USE ONLY ELECTRONIC LED COLOR KINETICS COLORBLAST 12 PC, LIGHT TEMPERED GLASS WITH REMOTE TRAXON OR APPROVED LU 0 K1 COLOR AND z DIMMING — CONTROL Q LE W LINEAR LED CHANNEL EXTRUDED ALUMINUM FROST ACRYLIC NOMINAL 70 DEGREES MOUNT TO NATURAL ALUMINUM USE IN DRY, DAMP, OR REMOTE LED. 3 WATTS PER FOOT. UGHTWILD PROJECT LINEARS, COLOR COORDINATE LENGTHS AND LU STRUCTURE WET LOCATIONS. NOT ELECTRONIC 2700K. 80 CRI. KINETICS. TRAXON, LUMENPULSE MOUNTING WITH STRUCTURE AND LU z FOR USE AS A ARCHITECTURAL PRIOR TO — K2 SUBMERSIBLE LIGHT ORDERING SOURCE PROPER Z z DRAINAGE REQUIRED. �f W RGB COLOR CHANGING FLOOD CAST ALUMINUM CLEAR PRISMATIC WIDE SURFACE MOUNT WHITE INDOOR USE ONLY ELECTRONIC LED COLOR KINETICS COLORBLAST 12 PC. \ 8 LIGHT TEMPERED GLASS WITH REMOTE TRAXON OR APPROVED COLOR AND o c K3 DIMMING c p 10 cm N d CONTROL ED N N c r d ^ m FLUORESCENT WRAPAROUND NOMINAL 14—INCH WIDE BY POLYCARBONATE LENS WHITE ELECTRONIC, SIX 32 WATT T8 FLUORESCENT, HE WILLIAMS EGL SERIES OR APPROVED CHAIN HANG BELOW STRUCTURE. c0N � � � � m m 6-INCH HIGH BY 4-FOOT LONG THREE BALLASTS 175 WATTS AIM LUMINAIRE DOWN AND 20 c 0 vi ci 4! FIBERGLASS UPPER FORWITH 2OGA CRS INTERNALNG SWITCHING.C CENTER OFREES m POOL 0 WARD TO 30 F-o 0 o m M1 HOUSING CONFIGURED: 00 c J cA A-B-C-C-B-A O o a t9 r. ua 0. u. FLUORESCENT WRAPAROUND NOMINAL 14-INCH WIDE BY POLYCARBONATE LENS WHITE ELECTRONIC. FOUR 32 WATT T8 HE WILLIAMS EGL SERIES OR APPROVED CHAIN HANG BELOW STRUCTURE 6-INCH HIGH BY 4-FOOT LANG TWO BALLASTS FLUORESCENT, 116 WATTS AND IN UNE WITH TYPE 'M1'. FIBERGLASS UPPER HOUSING FOR A-8 AIM LUMINAIRE UP AND TOWARD M2 WITH 2OGA CRS INTERNAL SWITCHING. CENTER OF CEILING. HOUSING CONFIGURED: A-B-B-A RECESSED ROUND APERTURE NOMINAL 24-INCH APERTURE CONCAVE FROSTED HIGH REFLECTANCE RECESSED WHITE ELECTRONIC TWO FT40DL 3500K BIAX LAMP FOCAL POINT SKYDOME SERIES, MARK N2 FLUORESCENT STEEL ACRYLIC WHITE DIMMING LIGHTING OR APPROVED BALLAST RECESSED ROUND APERTURE NOMINAL 36-INCH APERTURE CONCAVE FROSTED HIGH REFLECTANCE RECESSED WHITE ELECTRONIC FOUR T8 LAMPS, 92 WATTS FOCAL POINT SKYDOME SERIES, MARK N3 FLUORESCENT STEEL ACRYLIC WHITE DIMMING LIGHTING OR APPROVED BALLAST DECORATIVE PENDANT SATIN NICKEL STRUCTURE 62-INCH TALL WHITE AIRCRAFT CABLE FOUR 13-WATT GU24 BASE GLOBAL LIGHTING BOVER MAXI 01 P1 RIBBED DIFFUSER SUSPENDED WITH COMPACT FLUORESCENT PENDANT OR APPROVED WHITE CORD. DECORATIVE PENDANT NOMINAL 24 INCH DIAMETER 87% DOWN, 13X UP AIRCRAFT CABLE FOUR 42 WATT COMPACT FOCAL POINT FUSION SERIES, UGHTOUER. P2 SPUN ALUMINUM SUSPENDED WITH FLUORESCENT. 180 WATTS DAC OR APPROVED WHITE CORD. SMALL. SCALE ADJUSTABLE NOMINAL 7-INCH DIAMETER BY CLEAR FLAT NONE MINIMUM NARROW FLOOD. AS SELECTED BY WET ELECTRONIC LED. 3050K. 25WATTS ALLSCAPE SL-25 SERIES, BEGA. LUMIERE, PROVIDE DIMMING CONTROLLER EXTERIOR IN-GRADE UPUGHT 18-INCH DEEP INJECTION ADJUSTABILITY OF ARCHITECT ERCO OR APPROVED IN STORAGE ROOM 117 MOLDED POLYMER 15 DEGREE TILT ADJACENT TO RGB Rt AND 360 DEGREE - CONTROLLERS. PROVIDE LABEL LUMINAIRE ROTATION AS DIRECTED BY OWNER. TRACK AND TRACK MOUNTED NOMINAL 3-INCH DIAMETER. PROVIDE SOFT FOCUS SPOT REFLECTOR FACTORY TRACK WHITE ELECTRONIC. LED. 900 LUMEN, 3000K, 92 INTENSE LIGHTING. RSA OR APPROVED C H E D U L E T1 ACCENT LUMINAIRE 4.5—INCH LONG CAST AND LENS DIMMING CRI, 17 WATTS MACHINED ALUMINUM ROUND WALL OR CEILING NOMINAL 13—INCH DIAMETER MOLDED, GLASS COORDINATE WALL BLACK WET. IP65 ELECTRONIC TWO 26 WATT COMPACT BEGA 2545P SERIES MOUNTED COMPACT AND 4—INCH PROJECTION REFRACTOR, 3/16" MOUNTING HEIGHT FLUORESCENT. 60 WATTS FLUORESCENT DIE—CAST ALUMINUM THICK WITH INTERNAL WITH ARCHITECTURAL W1 STRUCTURE AND DRAWINGS TRANSLUCENT WHITE CERAMIC COATING SINGLE SIDE UNIVERSAL NOMINAL 12—INCH WIDE BY COORDIANTE BRUSHED ALUMINUM GREEN LED, NOMINAL 2 WATTS EVENLITE RAZOR, ISOUTE, PATHWAY, OR DIRECTIONAL ARROWS AS SHOWN MOUNTED THIN PROFILE EXIT 8.5—INCH TALL BY 0.5—INCH MOUNTING HEIGHT APPROVED ON DRAWINGS SIGN DEEP DIE CAST ALUMINUM WITH ARCHITECTURAL X HOUSING. CONTRACTOR TO DRAWINGS VERIFY BACKBOX REQUIREMENTS DURING ROUGH—IN. DOUBLE SIDE UNIVERSAL NOMINAL 12—INCH WIDE BY COORDIANTE BRUSHED ALUMINUM GREEN LED, NOMINAL 2 WATTS EVENUTE RAZOR. ISOLITE, PATHWAY, OR DIRECTIONAL ARROWS AS SHOWN MOUNTED THIN PROFILE EXIT 8.5—INCH TALL BY 0.5—INCH MOUNTING HEIGHT APPROVED ON DRAWINGS SIGN DEEP DIE CAST ALUMINUM WITH ARCHITECTURAL J X1 HOUSING. CONTRACTOR TO DRAWINGS VERIFY BACKBOX REQUIREMENTS DURING ROUGH—IN. HARSH ENVIRONMENT UNIVERSAL NOMINAL 14—INCH LANG BY COORDINATE BRUSHED ALUMINUM WET LOCATION RED LED, NOMINAL 2 WATTS LITHONIA LV SE SERIES. SURELITES UX PROVIDE SELF DIAGNOSTIC. MOUNTED EXIT SIGN 9—INCH TALL BY 4—INCH MOUNTING HEIGHT FACEPLATE SERIES OR APPROVED DIRECTIONAL ARROWS AND 1 OR MAXIMUM DEPTH CAST ALUMINUM WITH ARCHITECTURAL 2 SIDES AS SHOWN ON HOUSING WITH CLEAR UV DRAWINGS DRAWINGS STABILIZED POLYCARBONTE COVER SECURED WITH TAMPER XZ PROOF SCREWS. CONTRACTOR TO VERIFY BACKBOX REQUIREMENTS DURING ROUGH—IN. EXTERIOR ARCHITECTURAL NOMINAL 17—INCH WIDE BY TEMPERED GLASS TYPE 11 AS SELECTED BY WET ELECTRONIC LED. 4000K. 75 CRI. 80 15—FOOT HIGH, STRAIGHT COOPER INVUE VXM SERIES. GARDCO, OR NONE LL—CUTOFF METAL HALIDE 28—INCH LONG DIE—CAST ARCHITECT 81—LEVEL WATTS STEEL ROUND POLE. APPROVED SITE LUMINAIRE ALUMINUM POLE TO WITHSTAND 100 SA1 MILE PER HOUR WINDS WITH A GUST FACTOR OF 1.3. DUAL EXTERIOR ARCHITECTURAL NOMINAL 17—INCH WIDE BY TEMPERED GLASS TYPE 11 AS SELECTED BY WET ELECTRONIC LED. 4000K. 75 CRI. 80 15—FOOT HIGH, STRAIGHT COOPER INVUE VXM SERIES. GARDCO, OR NONE FULL—CUTOFF METAL HALIDE 28—INCH LANG DIE—CAST ARCHITECT BI—LEVEL WATTS STEEL ROUND POLE APPROVED SITE LUMINAIRE ALUMINUM POLE TO WITHSTAND 100 SA2 MILE PER HOUR WINDS WITH A GUST FACTOR OF 1.3. a INGRADE WALLWASH NOMINAL 9—INCH DIAMETER BY CLEAR FLAT NONE ASYMMETRIC WALL AS SELECTED BY WET IP68 PULSE START ONE 70 WATT CERAMIC METAL TBD APPROVED NONE # Date Description 0SBt 15—INCH DEEP INJECTION WASH ARCHITECT ELECTRONIC HALIDE, 75 WATTS i4 MOLDED POLYMER Revisions OW WATTAGE LED UPLIGHT EXTRUDED ALUMINUM FROST ACRYLIC NARROW BEAM UPLIGHT SURFACE IP68 ELECTRONIC LED. 10 WATTS. 3000K. 80 TBD DIRECT LIGHT UP AT DOME SC1 CRI. WALLS March 7,2012 RECESSED LED DOWNLIGHT NOMINAL 4—INCH APERTURE BY DIFFUSING LENS MATTE CLEAR, SELF DAMP LOCATION INTEGRAL NOMINAL 900 LUMENS, 14 PORTFOLIO LD4W SERIES, GOTHAM, PROVIDE 5 YEAR WARRANTY ON Date N CMSD1 6—INCH HIGH STEEL FLANGED ELECTRONIC WATTS LIGHTOLIER, INDY, EDISON PRICE OR LEDS AND DRIVER DRIVER APPROVED MO LUMINAIRE SCHEDULE (CONTINUED �N E0.�2} Designed 8y OB rn Drawn By c BE m REFERENCE ONLY +-+ Checked By '2 } NOT APPROVED WITH THIS PERMIT 16082 o Project Number 4a 0 T iu E0m01 L� Sheet Number Copyright 20080 U been drawing is Scale accordingly 2,it has FILE: 0310E001-002.DWG — E0.01 EDIT: 2/14/2012 3:54 PM BY MARKO PLOT. 4/5/2012 2:11 PM. BY ANNA SANDYS LUMINAIRE SCHEDULE (CONTINUED FROM E0.00 EXTERIOR ARCHITECTURAL NOMINAL 18—INCH ROUND DIE TEMPERED GLASS SEGMENTED TYPE IV AS SELECTED BY WET PULSE START ONE 100 WATT METAL HALIDE. 12—FOOT HIGH, STRAIGHT BEGA NONE �I FULL—CUTOFF METAL HALIDE CAST ALUMINUM HOUSING ANODIZED ALUMINUM ARCHITECT ELECTRONIC 109 WATTS STEEL ROUND POLE. SITE LUMINAIRE POLE TO WITHSTAND 100 SPI MILE PER HOUR WINDS WITH A GUST FACTOR OF 1.3. EXTERIOR FULL—CUTOFF WALL NOMINAL 16—INCH WIDE BY TEMPERED GLASS SPECULAR MEDIUM—THROW COORDINATE AS SELECTED BY WET ELECTRONIC TWO 32 WATT COMPACT GARDCO 101 SERIES, LTTHONIA. OR - MOUNTED TRAPEZOIDAL WEDGE 7—INCH TALL WITH 9—INCH ANODIZED ALUMINUM MOUNTING HEIGHT ARCHITECT FLUORESCENT. 69 WATTS APPROVED SW1 COMPACT FLUORESCENT PROJECTION DIE—CAST WITH ARCHITECTURAL ALUMINUM DRAWINGS EXTERIOR WALL MOUNT . NOMINAL 16.5—INCH WIDE. CLEAR TEMPERED GLASS 5—INCH DEEP VERTICAL FLOOD COORDINATE BLACK WET ELECTRONIC, LED. 35 WATT. WARM WHITE GARDCO DFL-7 SERIES, COOPER, LITHONIA ORIENT LUMINAIRE NOT MORE FLOODLIGHT 10—INCH TALL, 5—INCH DEEP CUTOFF H000 MOUNTING HEIGHT 0-10V DIMMING 3000K. 84 CRL OR APPROVED THAN +20 DEGREES ABOVE SW2 DIECAST ALUMINUM HOUSING. WITH ARCHITECTURAL NADIR (AIMING STRAIGHT DOWN). DRAWINGS EXTERIOR WALL MOUNT NOMINAL 16.5—INCH WIDE. , CLEAR TEMPERED GLASS 5—INCH DEEP VERTICAL FLOOD COORDINATE BLACK WET ELECTRONIC LED. 35 WATT. WARM WHITE GARDCO DFL-7 SERIES, COOPER, LITHONIA ORIENT LUMINAIRE NOT MORE FLOODLIGHT 10—INCH TALL, 5—INCH DEEP CUTOFF HOOD MOUNTING HEIGHT 3000K. 84 CRL OR APPROVED THAN +20 DEGREES ABOVE SW3 DIECAST ALUMINUM HOUSING. WITH ARCHITECTURAL NADIR (AIMING STRAIGHT DOWN). DRAWINGS MET A. THIS LUMINAIRE SCHEDULE IS NOT COMPLETE WITHOUT A COPY OF THE PROJECT MANUAL CONTAINING THE ELECTRICAL SPECIFICATIONS. B. FLUORESCENT BALLASTS: UNIVERSAL VOLTAGE, PROGRAM START WITH END—OF—LIFE PROTECTIVE CIRCUITRY. Community C. METAL HALIDE BALLAST'S: PULSE START FOR LAMPS ABOVE 150 WATTS AND ELECTRONIC FOR LAMPS 150 WATTS AND BELOW, UNLESS OTHERWISE NOTED. D. DIMMING CONTROL PROTOCOL (0-1OVDC, LINE VOLTAGE, D/W, ETC.) COMPATIBLE WITH LIGHTING CONTROL SYSTEM AS SPECIFIED AND SHOWN ON DRAWINGS. Center E. T8 LAMPS: NOMINAL 4 FOOT LAMPS TO HAVE INITIAL 3100 LUMENS. MINIMUM 36000 HOURS RATED LIFE ON 3 HOUR SWITCHING CYCLE AND 42000 HOURS ON 12 PROGRAMMED START BALLAST.HOUR SWITCHING CYCLES WHEN USED WITH PROGRAMMED START BALLAST. 10330 SW Scholls Ferry RD F. T5 LAMPS: NOMINAL 4 FOOT LAMPS TO BE RATED FOR 20000 HOURS ON 3 HOUR SWITCHING CYCLES. Tigard, OR 97223 G. 751-10 LAMPS: NOMINAL 4 FOOT LAMPS TO BE RATED FOR 25000 HOURS ON 3 HOUR SWITCHING CYCLES AND 35000 HOURS ON 12 HOUR SWITCHING CYCLES. H. FLUORESCENT LAMPS TO HAVE 4100K COLOR TEMPERATURE AND 85+ CRI FOR LINEAR LAMPS AND 82+ CRI FOR COMPACT FLUORESCENT LAMPS UNLESS OTHERWISE NOTED. 1. CERAMIC METAL HALIDE LAMPS: 80+ CRI WITH MAXIMUM +/— 150K COLOR SHIFT OVER LAMP LIFE. ! i J. PROVIDE +/— 12 INCH ADJUSTABILTTY IN AIRCRAFT CABLE LENGTH WHERE USED. D 1 Q K. COORDINATE ALL CEILING TYPES WITH LUMINAIRE LOCATIONS PRIOR TO ORDERING LUMINAIRES. COORDINATE INSTALLATION WITH REFLECTED CEILING PLAN. Outreach L SPECIFIED MANUFACTURERS ARE APPROVED TO SUBMIT BID. INCLUSION DOES NOT RELIEVE MANUFACTURER FROM SUPPLYING PRODUCT AS DESCRIBED. Education Recreation M. PROVIDE SUBMITTALS THAT INCLUDE THE LUMINAIRE, LAMP AND BALLAST INFORMATION OF EACH LUMINAIRE, WITH APPLICABLE OPTIONS CLEARLY CHECKED OR HIGHLIGHTED. SUBMITTALS NOT INCLUDING THIS INFORMATION WILL BE RETURNED AS REJECTED BY THE ENGINEER OF RECORD. NShY11 EbUCdtivNdl Tt'NSt Muslim Educational Trust 10330 SW Scholls Ferry RD Tigard, OR 97223 O PROFFs GINtF�sio9 599 PE EXPIRES: 12/31/13 Lit 0 Y U. u, W LUZ ZZ 1& 8 cc 0o c _ l4 QNB N � '0 AMM " Ocicl 't 'CC CMM C z CO 1x0 IL O O W Q a U r. V7 d F U. - LUMINAIRE SCHEDULE a. # Date Description N Revisions ri T March 7,2012 N Date N MO Designed By, o OB a Drawn By c BE "Hr Checked By m 16082 a REFERENCE ONLY Project Number NOT APPROVED WITH THIS PEMT 4-a a E0002 � Sheet Number Q Copyright 20080ii.. If this drawing is less than 30"x 42",it has U Q been reduced.Scale accordingly- FILE: ctor ing y- FILE: 0310EO01_002.DWG - EO.02 EDIT. 2/14/2012 3:54 PM BY MARKO PLOT. ,4/5/2012 2:11 PM BY ANNA SANDYS V SHEET KEYNOTES 6 PROVIDE FLUSH MUUNIEU IN-GRADE-JUNCTION BOX WITH SLIP RESISTIVE COVER AND LABEL 1 PROVIDE CONNECTION TO DUPLEX PUMPS IN VAULT 'ELECTRIC'. SIZE PER GOD r-. FROM GROUNDWATER CONTROL PANEL IN MAIN 7 LOCATE IN ANC CR CJRVED JUNCTION 'BOX ELECTRICAL ROOM. REFER TO CIVIL DRAWINGS FOR VAULT LOCATION. REFER TO 1/E4.00 FOR FOR SECURITY CAMERA POWER. REFER TO DETAIL OR S CONNECTION TO GROUNDWATER CONTROL PANEL. 0. _ 2 STUB OUT 1"C WITH PULL STRING, CAP AND 8 INTEGRATE WITH SITE PO=E AT LOWER HAND HOLE PROVIDE MARKER AT FUTURE FOUNTAIN LOCATION. LOCATION. ROUTE CONDUIT FROM PANEL '2M1'. 9 PRIMARY FEEDER CONDUITS TERMINATE WITH 6" 3 PROVIDE CONNECTION TO SUMP PUMP IN DOUBLE TERMIDUCT AT UTILITY VAULTS, PROVIDE REDUCERS CHECK VAULT FOR LOW VOLTAGE WIRING. VERIFY TO RUN 5" CONDUITS OR USE 6" CONDUITS. VAULT LOCATION WITH CIVIL DRAWINGS. ROUTE PROVIDE 60" RADIUS ELBOWS. RACEWAY WITHIN WATERLINE EASEMENT. 10 PROVIDE 1"C TO PANEL '2M1' IN MAIN ELECTRICAL 4 PROVIDE 1"C FROM DOUBLE CHECK VAULT TO ROOM. STUB-OUT, CAP AND MARK IN LANDSCAPE ACCESSIBLE CEILING SPACE IN ROOM 121. VERIFY FOR FUTURE POWER TO GATE. VAULT LOCATION WITH CIVIL DRAWINGS. ROUTE 11 PROVIDE 1"C TO GROUNDWATER CONTROL PANEL IN RACEWAY WITHIN WATERLINE EASEMENT. MAIN ELECTRICAL ROOM FOR LOW VOLTAGE WIRING 5 ROUTE LIGHTING CIRCUIT VIA LIGHTING CONTROL IN VAULT. LOCATE JUNCTION BOX NEAR TOP OF MET PANEL 'LCP1'. VAULT ON SIDE WALL. Incoming Electrical Service Community Division of Responsibility Center ContractorIli Contacts: Prima Conduit Power Utility: 10330 SVT( Scholls Ferry RD Primary X Mike Hieb Tigard, OR 97223 Primary Conductors X PGE 1510 SE Water Ave, Trenching and Backfill X Portland, OR 97214 J Phone: (503) 570-4412 Q i Fax: (503) 425-1600 Transformer X U Q Transformer Pad f Vault X Outreach Education Recreation Bollards X 00� I Muslim Eiaucatia»al Trust -- Transformer Connections X Mus _ Secondary Conduit X �°{`�l{'m Secondary Conductors X Educational PPOVIDE U11UlY VAULT -/r EM SP1' a I 5106-PGE-T-2436P-TRANS2-PGE ,. C/T Enclosure X Trust THREE PHASE PAD MOUNT C - '`f P1EM_ C/,T's X 10330 SW Scholls Ferry RD 0TRANSFORMER VAULT PER UTILITY Tigard, OR 97223 co REQUIREMENTS 1 �� SEM `�� I Meter Base X 7.00 .00 SP1 __:SBI'` .%, TYP FOR 'SAI' 2 ri 1" C R I N, SP1' E1.0 TYP FOR 'SP1' Meter X AND 'SA2' E1.00 �- ' �� �T r pil �,,�''"0 1 �,{ Electric Room Door Lock Box X �R�O PROFFS �S '"� 5 �" I (obtain from power company) �`����1GINFF�`yo_ 599 6PE c" PROVIDE UTILITY VAULT 577-PGE WITH "f � -NV-2. 2L1-6. o IN tic. �� �1 ( Reported Fault Current at Transformer: 34,727 A i —Sa%+ TIRE 1 IT LOCKING STEEL DOORS SWITCH VAULT PER / 5 _ -� _ UITUTY REQUIREMENTS. LOCATE ON MET T4.00 °__—� - ( � t- SIDE �iq Qph ��Z SIDE OF FENCE. /� Si #lo IN Vc. U T + I ,--. III 1. Contact and coordinate all requirements and responsibilities with serving utility 2MDS � companies prior to submitting bid. Cq LSA 'SAI' 2 ;� 7 'S I I SP1' 2., All service installation work shalt be in strict compliance with the requirements of the serving utilities. EXPIRES: i2/31/13-1 t 'SAI' { i W (D Pp Disclaimer. Interface Engineering, Inc. has contacted the utilities but has not received in ,� \ #10 IN 1-C. { writing the final requirements from the power utility. These drawings indicate our best Z estimation of their requirements. Prior to bid contact the utilities and obtain in writing Q PSWITCH 5" C. FROM POLE ' --- 1"C-� I ,.-P'' ° I their requirements. 99 W VAULT 4. -„'l'"� to Z 'SA1' N. .000d000 \ 8 (TYPICAL OF 9) { #10 IN 1'c ,`� j `� _ 36” OF SLACK CONDUCTORS CONNECT GROUNDING CONDUCTOR TO ° ``ttl� C ` ft I (° AT BASE OF POLE - GROUNDING LUG OF POLE AT HANDHOLE o O ;v \ AVOID EXISTING CONCRETE { " I ° PROTECT WITH PLASTIC Y N N N C TO REMAIN AT DRIVEWAY (2) 4 C COVERING UNTIL POLE POLE � �� Cj 0 ENTRACE �. o , { TO MDF ` I INSTALLATION. PLUG BASE COVER o M M ,�,� ' ��: ° COLLECTINGCONDUITS �NPCONDU TS REVENT WATERDOUBI E NUT FOR ~o m \ ' �T ❑ i 5 2 MAKE POLE PLUMBLING i3 z m \ 7 w 'SA2' I �`' llrll I METALLIC SHRINK 1" 45' TOOLED EDGE ° RESISTANT GROUT I' ' 0 � 2"C TO MDF a {11 � ~� � � I 3s� REINFORCING --�' - � � -r- -----=_.-�* -- (3) # -5" FINISHED GRADE 3e S2 I I l STEEL HOOPS WITHIN 5 \ SA1 1"C �J { T4.00 , ►----..� -- I k1 � � USE PREMOLDED " �'rte��n�� ���� #10 IN 1-C SA � K=_� ` w, — #10 IN 1'c 6 I EXPANSION JOINT FILLER 36 { ,{ j i WHERE POLE BASE CONDUIT ABUTTS CONCRETE \ 5 ` SIDEWALK OR OTHER �� ►A► 1 CONCRETE CAST IN PLACE CONCRETE BASE 2L1-2,4,34,36, 8. I 'C' DIAMETER CONCRETE STEEL P 2M1-33,35. VIA TRANSFORMER XPH IN ANCHOR BOLTS REINFORCING BAR CAGE. 6-#5 #10 IN 1-1/z"a ("� I MAIN ELECTRICAL ROOM, REFER TO SUPPLIED WITH VERTICAL BARS WITH #3 _ . \ Affl..-1 11/E4,00 POLE. INSTALL PER HORIZONTAL HOOPS ON 12" SA9` 41C #1 aro 1N 1•C. MANUFACTURERS t CENTERS TIED TO VERTICAL BARS INSTRUCTIONS \ ( 'B' DIAMETER ROUND ` 4 3 FORMED CONCRETE BASE BASE POLE HIEGHT I 2 #8, #10 GND NOTE: ► ► SITE PLAN SA1 4 #10 IN 'C. DIMENSIONS UP TO 22 UP TO 35 UP TO 40 I E I IN 1" C. CONDUCTORS THROUGH 2M1-2.-�-- POLE TO LUMINAIRE TO #As 4'-"0" 6'-"0" 7'-"0" ELECTRICAL �{ PROVIDE NEW CONNECTION TO BE RATED 90' C B 24 24 .24 EXISTING PUMP HOUSE. Oct 20" 1 20" 1 20" DXSISTING CONNECTA, 2P MAIN FUSE 0000' ---- 2 i UWilij ° ! SECTION - AREA LUMINAIRE 0 � 1 i 2 STANDARD PEDESTAL ANCHOR BASE .00`0 _ NO SCALE `#10 IN 1.G _ ( i 5 \ 'SAI4 ' � 36" OF SLACK CONDUCTORS AT BASE CONNECT GROUNDING CONDUCTOR TO - T4.00 I OF POLE. PROTECT WITH PLASTIC GROUNDING LUG OF POLE AT HANDHOLE 1"C-�' I COVERING. UN11L POLE INSTALLA710N 7 { #10 IN 1•C, AND PLUG CONDUITS TO PREVENT POLE WATER COLLECTING IN CONDUITS. BASE COVER _ { I METALLIC SHRINK DOUBLE-NUT FOR LEVELING. RESISTANT GROUT MAKE POLE PLUMB { (3) #30 REINFORCING STEEL HOOPS WITHIN 100 , 45' TOOLED EDGE \ I T00 TYP I - TOP 5" FINISHED GRADE I{ 4 4. 'SAI'— — Ito IN 1•c. _ � - i 36" 5 34. USE PREMOLDED \ \ T4.00 ; I EXPANSION JOINT FILLER 'A' \ ` OLE BASE BUTTSWHERE PCONCRETE t _ `�" I SIDEWALK OR OTHER CONDUIT a \ CONCRETE i '' k CAST IN-PLACE CONCRETE BASE, 'C' DIAMETER CONCRETE STEEL REINFORCING ANCHOR BOLTS # Date Description N \ SUPPLIED WITH BAR CAGE. 6-#5 VERTICAL BARS WITH #3 "' \ I POLE. INSTALL PER HORIZONTAL HOOPS ON 12" CENTERS TIED Revisions o MANUFACTURERS � � TO VERTICAL BARS. March 7,2012 N l v v r INSTRUCTIONS 'B' DIAMETER ROUND - �` '''� � Date TE _P31LAN _- FI RIf�AL- FORMED CONCRETE BASE MO 0 0 20 40 CONDUCTORS THROUGH BASE POLE HEIGHT Designed By a POLE TO LUMINAIRE TO DIMENSIONS UP TO 15' UP TO 22' UP TO 35' UP TO 40' QB F 111111 SC LE: 1"=20'-0" BE RATED FOR 90' C a, 'A' T-70 4'- on 6 - 0" _7"O Drawn By a 'B' 18" 24" 24" 24" BE REFERS E *C' 14" 20" 20" 20" Checked By y NC ONLY Cv co NOT APPROVED WITH THIS PERMIT SECTION - AREA LUMINAIRE U) 16082 Project Number 3 STANDARD FLUSH ANCHOR BASEEl NO SCALE wOO ai Sheet Number LL Copyright 20080 If this drawing is less than 30'x 42,it has been reduced.Scale accordingly. FILE: 031OE100.DWG - E1.00 EDIT: 4/5/2012 10:46 AM BY ANNAS PLOT: 4/5/2012 1:48 PM BY ANNA SANDYS T SHEET KEYNOTES 1 CHAIN�HUNkl LUMINAINE TYPE C2 AT 12" BELOW CEILING. - . MET - Camm nit u Y Canter 10330 SW Scholls Ferry RD Tigard, OR 97223 Outreach Education Recreation Mush"i Ebucatio".Nl Trust Muslim Educational Trust 10330 SW Scholls Ferry RD Tigard, OR 97223 ( 21 ) M.1 .� PROFF GIN£FsSioy 599 PE 9- �..- ( 20 ) A.ELL TYP EXPIRES: 12731713 MACHINE 002 / rJl`I , r ' RC2 l f/; r�'r` /, -- W C7 f .� -'�-#-'-^�- r/l+rpt - / uz i�2 f r Jr,•I �trr / a l � _ � � - LL r W / .k rlftrjy 2, It{f; 3fltt99 LU � rrt_ rr / z — r 1 E5.00 Z z w s L �. INV �',' ''C2 / o ami � c 'C2 / i '` m O m CO W 'LCP1' N N (y BATTERY '`` ;> l '1 1 o' � F-o 00 � INVERTER/ � .'lr i r, I jrii l i / l a � 0 LO to a� / r / a 0 �q( p.fnd F-- W - 1, q JANITOR 004 t , / - _ - — PANEL 2L1 I r+i I F r Fl j F 1C ..� 1 r t ill /f l / tr2r - / t j J t - ij ' E7 , + / - I/ l,'f - — _ _ / 1 ELEC 008 M.2 lz / /X2 BASEMENT os PLAN LIGHTING POOL EQUIP i , I [/ ,`,�ff�y:t+ 1,.r ;r ST F�AC7iE ''� � f , 1 I 1 008 ''fJ` rr/I tr(� ltr ll,�f rr,`J i jj(tifr� Jt. t, l• .,F�l it'. JJf(t jfr �i��l r 1 fr.+=.t 1 r 1r�1/J l i t _ - P1 r II - _ _ _ _ J I 1 BASEMENT PLAN LIGHTING. 0 4' 8' 16' CL v 7. N SCALE: 1/8"=1'-0" # Date Description ri ' � � Revisions T N March 7, 2012 N Date 10 Mo o Designed By 0 o. QB Drawn By REFERENCE ONLY BE NOT APPROVED WITH THIS PERM[T ^� Checked By W 0 16082 U) Project Number .- '— E2 00 ■. ai Sheet Number ii � ff this Copyright drawing 2g is less than 30'x 42",it has been reduced Scale accordingly_ FILE: 031OE200.DWG - E2.00 ) EDIT. 4/5/2012 10:48 AM BY ANNAS PLOT. 4/5/2012 1:48 PM BY ANNA SANDYS GENERAL S NOTES O SHEET KEYNOTES 5 MANUAL CONTROL WITH COLOR CHANGE AND INTENSITY 9 PROVIDE FOUR BUTTON SCE14E CONTROL WITH FOLLOWING ADJUSTMENT FOR INTERIOR DOME LIGHTING. SEE NOTE 1, PROGRAMMED ZGNF:S: A. CONNECT ALL EXIT SIGNS WITH CIRCUIT INV-1. 1 INSTALL TYPE K2 VERTICALLY ALONG ENTIRE HEIGHT OF SHEET E2.02. KALWALL STRUCTURE. REFER TO SHEETS E202 AND E303 1. a,b,c,d,e,f ON , B. RECESS OUTLET BOXES AND ROUTE CONDUITS IN CMU WALLS. FOR CONTINUATION. DIRECT LIGHT AS INDICATED. 6 MANUAL CONTROL WITH COLOR CHANGE AND INTENSITY 2. a,b,c,f ON ADJUSTMENT FOR EXTERIOR DOME LIGHTING. SEE NOTE 4. 3 d,e,f' - ON 2 IN-GRADE UPLIGHT. INSTALL FLUSH TO FLOOR. CONTROL SHEET E3.03. 4. ALL Off WITH LOW VOLTAGE DIMMING SWITCH IN STORAGE 117. 7 UTILIZE THIS WALL SPACE FOR ROUTING CONDUIT TO MAIN 10 PROVIDE NLIGHT FOR ROOM LIGHTING CONTROL OR 3 PROVIDE OVERRIDE "ON" SWITCH FOR INTERIOR AND ELECTRICAL ROOM IN BASEMENT. APPROVED EQUIVALENT. EXTERIOR DOME LIGHTING CONTROL AT 'LCP1'. SWITCH g PROVIDE SIX BUTTON SCENE CONTROL FOR CONTROL OF 11 PROVIDE 120V, 5A CURRENT LIMITING DEVICE ON LINE MUST MANUALLY SWITCH "OFF" TO RESUME 'LCP1' ROOM LIGHTING. PROVIDE INPUT WITH LIGHTING CONTROL SIDE OF ALL TRACK LIGHTING IN ROOM. AUTOMATIC CONTROL OF CIRCUIT. PANEL 'LCP1'. COORDINATE WITH OWNER PROJECT 4 ROUTE VIA LIGHTING CONTROL PANEL 'LCP1'. MANAGER FOR CONTROL PROGRAMMING OF ROOM. { 22 } ( 10 ) 9 8 7 8 5 4 3 2 1 T r T MET I i I I i I Community 1 Center I I I E 4 10330 SW Scholls Ferry RD M.1 JJ I I I I , LL �LASSROOM 1 I , LL CLASSROOM 3I I Tigard, OR 97223 122 E I 124 1 ' KITCHEN t 21 I I ' LL LASSROOM 2I ' LL CLASSROOM 41 `` - 118 4 t I 1 1 1 1, ` '. 123 5 __�_ .. ----- ___ _ - __ _ - - - - _ __ _ - - - - - - - - - - - - - - .._..._. - - INV-5. w a � � - --- - 0 < , a ,. „ : DAYLIGHT ;A DAYLIGHT Z NE A DA IGHT ZONE A DAYLIGHT ZONE-A v Yvc : .W1 ; ';W1 � I Outreach 1 . I I - ., ,. ___,i ,li.__., __ _ x- : __.I 4 DAYLIGHT IZZOONE E iB I DAYLIGHT ZONE t B DA IGHT ZOI�JE B DAYLIGHT ZONE B Ea>r��tioa Recreation SW1 - C2 _- C2 C2 _._ _C - - - 1 r_ t t: _ _ D1 1«c fi .X, ; { 'S ', , W1 t . - 3 11'x" `__ _.- i f I ------ tS 0 ) z� �-.....:,. � _ -,� r- _ I I � 2 3 , Muslim £�acatio».%1 Tiwtst t .. Ixt U_ Muslim -STORAGE LUNCHROOM --�----,-.- , , I ®o ®D ®o Educational 119 , D &D VSD COUNSELING/ADMIN J - OP t I SW1 D I I it r1 1 I _I _ I I i I 121 _-... �. � Tr �� , t 1, 1 ®—`r r` i _.# f 1 _y t„ 1 ——1(i 'Alt J Al Al J Al 1 J Al Al'; Al Al Trust MULTIPURPOSE _ _ 1= :. _ IAB VE D I J _ - 1 R 1 (� , � { 11 ,I , 10330 SW Scholls Ferry RD ` ' — 1 6 II I tt. , -------------- T - 'I T Ti and OR 97223 109 ( - ,_ I '133' I i -1 - -u—rr--C� - - Tigard, Ts STORAGEQ ENURE CIRCUIT I ; J t - 2.0 I 140 J E CORRI DOR 2t1 17. J J J J I , J J J J , J I J J J LL CLASSROOM 5 . < _ y L • p PROFF 1 v 120 ( 2L -20. 8 =;- ,� INE /p , I I ' f 10 ?Al',I i 10 , - , 1 M, 1 <v 9 1 ' € Al ; 1Al , A 1 10 Al 10 10 ; I ;Al A Al .Al 599 6PE � ME N R 1 L 0 - i — 2 f Bl _. 81, <A qR 0� Q SW1 FSO y�o - H 8 f 2 R s_ v 4 I R J J J 1 WOMEN - - - 1EXPIRES: 12/31/1371 _ _ s 3 r I 1 f - 10 ss I ' ss G _ U X36 : _... _ ..... 0 r _ LL. LU -1 I C1 C1 _ , r 1LU LU 11 1 ov . _ : t T B z W- KINDERGARTENz t •�}j � 128 Hsi • _. ENTIRE � --� —� � � E 'Als CI T L 8 , • _. .__. .°, ( . .°x Al 1 ; i f� i .,. _ Bl _ � � I Cl) _ X111 ' INV 1 ) , _ 1 _ — p E _ _._ BOY . T {{ �� N /fAl Al ! . o N N N N N C I td Q I i , - i I i N �. U -- — - -- CA " ...., � .,: _: _ .,_- • _.>.. i � t»_ � '- t- ion uoi °' — X R D3 . �° DAYLI ZONE A v J" DAYLIGHT ZONE 6 — 'C2` C 1 �. }- o z ao m :1 61 , J iI SW1 c� O oMow DAYLIGHT ZONE A t X,._ _' - t a r.v0 a U ",�"•�, DAYLIGHT ZONE B ON u Y L �`'� -"ZL1,-9: ;r _ DAYLIGHT ZONE A - E2 02 I i , LOUNGE ADMIN WORKROOM DAYLIGHT ZONE B r ' 4 21_1-12. E2.02 TYP 2 3, , 4 SD1 C1 _?�� / $W1 E5.0o =.�' 7 -�; RESTROOM INV-5. V- 139 138 135 1 E. CORRIDOR 2L1-10. r---- - J ~ B1 ( ` 4 EXERCISE , OPEN , , PRINCIPAL GIRLS 4 LOBBY -. 108 zt X ------ -; C1 TO i 137 133 S CORRIDOR _ f ; 106 UNISEX 1 '` INV-15. lr 100 ABOVE ,$ 1127 ------'; ------_ - fK2, 9" 107 4 I it I -7_777.`.-, "-77-7 - -z- #11D ENTIRE _ -------- t 1I DAYLIGHT ZONE B - CIRCUIT ! I - i INV 6. J J r . ,- _ _ , T - L -_ r Al' DAYLIGHT ZONE A , =, r I a 1 1 .< --------------- 1 - T / - 1, 8 f EXTERIO LIZHTTNG-------------- Sp 1 l B2, B2, 82 w�c % ?3 , , n 99 , I i t 1 _ , _ 3. ' �-' t ONTRO SEEI If , 1 ,X, 9 COTROL FOR ; �2L1 5•' ' LJ , I R 102 _ p E2.02 I I J D1 _ :D1 D1 k ® .,= 3 _ _ __ _ ____ _ — _ _ _ — _ FIRST - - - ----- - - - rc I , t , , 7 I -1 'A1-' A� 1 i - - _ .�... , PRESCHOOL IL_. _ - _ - , - _ C i 7 u p d< ; ; _ 11 1 - _ a�/ - , 4 T. FLOOR I ---- _ 130 i Ir- •1 - - „ _ I � Di : h 1 PLAN t I 10 , , S i, I Ti 11 - - 1 . I. -------- •- -.TVI US EU M I 1 ' , T V 111 f , � �: y. �_, :>, - - I / •,.. , { ; 1 1 1 • it B4 _ . .. � < .-,-. , 1. : _ . .,'_, . 4.- aT _ _�B4 a. _ � LIGHTING -.• 1..Q1 I D ` L , - _ I i — – — – — – — – — – — – — – — – s" k I 1 '`r t ST RAGEI ; WO ENS. HO TER E 2L'1-5 I t05 I I I 1 €N'SI HOW R ' - _ OL { ECK} 1 1 I I � = 1 1 i 1 , 1 r._ SD1' P.2 - - - - - - - - - - - - - - - - - - - - - - - - - - - - = -.- - - - - - - - - - - - - - - - - - - � y . I– r 'rI I �– — ;1 i P.3 - - - - - - - - - - - - - - - - -- - JFSD1- - - - - -�- - - - -== - -I- - - - - -- - - - � - - -�- - - _ _ _ SD1' • I I I ""�' I I I I ' I PA — _ - ._._ - - - - - _...-...... - - - - _ i _ ! _ � _ __ - , - i_ PA i - �1 -- ___ --- ----- – --If ------- ---- -----` =- -- a 1 j – --- -- -- ---- --- – -- -- ---- ---- ---- ---- ---- - _ - N - # Date Description co Revisions March 7,2012 Date I I I ! I I I I I I I --------------- �' Mo o I - _-- ------...... - I I I I ( I I I Designed By I- I t i I t I 1 t t 1 FIRST FLOOR PTAH - LIGHTINGQB 0 4' 8' 16' Drawn By v I I t I I I I I I I I BE m I I I I ( I I I I ( I I SCALE: 1/8"=1'-0" f� Checked By (� REFERENCE ONLY 16082 NOT APPROVED WITH THIS PERIMIT Project Number C) ( 41 ){ 40 ) ( 39 { 38 } ( 37 ) { 38 } ( 35 ) ( 34 ) ( 33 ) ( 32 ) ( 31 ) ( 30 ) E2n01 Sheet Number ir Copyright 20080 U If this drawing is less than 30"x 42",it has been reduced.Scale accordingly. FILE: 0310E201.DWG - E2.01 EDIT: 4/5/2012 11:25 AM BY ANNAS PLOT: 4/5/2012 1:48 PM BY ANNA SANDYS GENERAL s NOTES O SHEET I 3 LOCATE LIGHTING CONTROL PANEL OVERRIDE 7 ROUTE VIA LIGHTING `CONTROL PANEL 'LCP1'. "ON" SWITCH IN STORAGE ROOM 117. 81 LOCA'11E :2GB CCNTF:C` HARDWARE IN STORAGE A. CONNECT ALL EXIT SIGNS WITH CIRCUIT INV-1 UNLESS INDICATED 1 INSTALL_ TYPE K1 WITHIN COVE, AIM TOWARD 4 TILT LUMINAIRE TYPE 65 TO CENTER OF COURT, 203. LOCATE MANUAL CONTROL WITH COLOR - OTHERWISE. OPPOSITE SIDE OF DOME. LOCATE RGB POWER APPROXIMATELY 30 DEGREES. CHANGE. AND IN fl=fust TY ADJUSTMENT IN _ B. RECESS OUTLET BOXES AND ROUTE CONDUITS IN CMU WALLS. AND CONTROL HARDWARE IN STORAGE 203. STORAGE ,17. LOCATE MANUAL CONTROL WITH COLOR CHANGE 5 CHAIN HANG LIGHTING BELOW STRUCTURE. C. MULTIPURPOSE 109, LUNCHROOM, POOL: ROUTE CONDUITS ON TOP OF AND INTENSITY -ADJUSTMENT IN STORAGE 117. TYPICAL FOR TYPES 'M1' AND 'M2' THIS AREA. 9 F'RCVIDE SIX EEU rT,)N SCENE CONTROL FOR METAL DECK UNDER INSULATION. LABEL CONTROLLER AS "INTERIOR DOME LUMINAIRES CONTROLLED FROM LOW VOLTAGE CONTROLOF. ROOK' LIGHTING. COORDINATE WITH LIGHTING". SWITCH AT RECEPTION, REFER TO 1/E2.01. OWNER PROJECT MANAGER FOR CONTROL 2 INSTALL TYPE K2 VERTICALLY ALONG ENTIRE .6 LOCATE 0-10V DIMMER SWITCH NEAR RECEPTION PROGRAMMING OF ROOM. HEIGHT OF KALWALL STRUCTURE. REFER TO DESK, NOT ACCESSIBLE BY GENERAL PUBLIC. 10 PROVIDE NUGHT FOR ROOM LIGHTING CONTROL SHEETS E201 AND E303 FOR CONTINUATION. OR APPROVED EQUIVALENT. ( 22 ) DIRECT LIGHT AS INDICATED. - 1 ( 10 ) 9 8 7 5 5 4 3 2 1 MET Community Center 10330 SW Scholls Ferry RD .1 , DAYLIGHT ZONE A UL.CLASSROOM 3 I Tigard, OR 97223 - � '•- � I I I 1 � ' . 214 i I / ( DAYLIGHT ZONE B I ~ \ _ .............. I LUNCHROOM , SCIENCE LAB i MEETING I WORKROOM UL CLASSROOM 2 I I 21 )! 119 DAYLIGHT ZONE 5 210 1 211 212 1 213 ' ` e I ES.aa I � ip t ! ' -- - - - - - - - - - - --- ------------------------1-L-------------------------� -------- 4 I I I Outreach . --- I 1 33. Fr-S DAYLIGHT , DAYLIGHT , DAYLIGHT DAYLIGHT DAYLIGHT- - °-- ZONE A ONE A ZONE A ZONE A NEAEaueation Recreation 33, 0 ENTIRE pR ITZI ! I �d4 - _ _ DAYLIGHT DAYLIGHT I DAYLIGHT DAYLIGHT DAYLIGHT TYP # � ; , '-� '� �""' i 2L1-37. _ ! , , I Mwsh"i £SMcatioHal Trust F1-, r 1 l 'P2 1 P2' E2.a1' _ Q ._ . i Educa i n _ 24. W t o a / D / MET PR 4 j 26. ' \ / 208 Trust I I I I I I I I r' ,. � , i , � r l t r - r r' � r: ____ r , _. ii PRESIDENT ' r ❑ ;: i . j I J J J d J A SVV1 .., I ,, ,� 10330 SW Scholls Ferry RD :• f , • i ! { _ I !II UL cLAssRooM 4 208 5 r OR 97223 D5.-` • d' _ r r n 1 g / r Ti a 215 /'.''rJ � ~~`� tf � ' S '•`"` - � I � ' � J R �` f J J � J ' J i j J J I II J J } J J 'D5' •�\\ 26, 2 r ROr _ .. 33. }r E2 a, i � 1 I I • I I I I III I I I P , G i R R E J I 9 � / ► k / > > ! 'Al'! t 599 PE � fl I 1 I Al Al Al Al D • i I IAl - �, - 207 , A l2 ! i • `• , E '! g � r I , I.* 1 r r PROVIDE _ t INPUT � J 33. ,+ r 1- -,. I � r• , � 1 r c! t I a ' .., ��^-'++(� -'y .-, (_. , r • '• •:, _ 1 .._ / r • R VORRID I�_- _ i F_--- - - - - - - - -- 1 FOR LCPI L1-24,26 1 $Bit -.Bi ! FBF• R,8,ZC1�� , � , r 7 -- • ` , , ,,€ ``,.., � ` ..: RI J -t3.�--•••,•,---' �3. 3.- -_�_ 1.3 , D R cC f t t t D5 / r r D4 _ J , , t,1 ,r r 3 i 0 EN RE CIRCUIT - • - -- _ - '_ - - - - - - - _ EXPIRES: 12 31 13 D5 D r D5 2L1-33,35: X 1 ,. / c� ss i - , N3 f�A DAT I s t t Q5 s � N2 < • EM 10 p`' J' ,_- t - _ L ' -- z 223 (� Bt -Al- DLU 0 _ - -', LIBRARY _______. _ _._ �_ + _ .- _ . , . .. • UL M5 t t2 I I; D1 '� J CLASSROO Q t R \ t LL t _.... 228 D5 �- ' 217 D5 Al Al o -.. 1, N 2 13. J z `f r. _ 4 3 -;-- ,r -ter 5 ' • TYP • I D5 I F- o D5 R P1 ' s -3'-. ten,., , z�t� , DAYLIGHT ZONE A Z \, s � N3 A_ a ;: 12 B, �` - - , , Lu � ,._, _ ,i DAYLIGHT ZONE B E , r z i = • • r r� __. -+--- u„J,� � 32 `:. • 5• {- N3 , -r N3 I N3 R R l 32 1135w 2L1-16. U LTI P POS 1 °` Al .. ill �`' ! /. I - _ DAYLIGHT ZONE A _o m 1 .2 t35 1 9 - ,+ : I .« � m , � , :.,- -: • ; , ;., ,: .•�� UL CLASSROOM 6 0 o N _ • ,, ; D5 D5 Jam: - 12 L... I _, N l 2 2a __ l o 10 - m w -13. 1 � l 2L1-22 • B r04 ! r 1Pi co t CD 28 ! I D5 :, 3, , • 3,° , r------ - a' •C2• - m r if 5, - . , f , • $• __ - 12 �� WOMEN- ' ' WZ' r_ �- a 0 C> � tL & • r,BS ` - -_ ► t2 - - ' ,. .= '.-. 12 ,--`.: ._ � - _ !' ,1' �222� J k , • SW2 f ' _ l I TYP OF _ ' S' r' r 7 Fl R 204 /)/�r 1 6 BOYS - - - - - - - - - - - - F 2L9�31 _ T V- 2,13 _ 32 , • , •, , IN ) � _ ' UL CLASSROOM 7 T r F1 r ~ f 0 ENTIRE CIRCUIT 13/ r1 2'a RR 221 '61 D 1 5 -- ._ D5 t2 : ;` -,' .,; .,:P1 P1 `.;, r / DAYLIGHT ZONE B -� J J f 5 f , , 224 STAIR 3 I 1 - 219 • f DAYLIGHT Z A - o •p 'p ' 32 •r D6' :P1 'Pt' ' 'p6' ,'j l'Jrjr COMPUTER LAB 231 11 J ONE R @° I`1 ;. . ' 1 r r �:.ODB l 12 J j - - - -- sBt t' i- , - - t - r , 225 P _ DAYLIGHT ZONE A K2 r' 7 2L1-28,32. 2.40 `+ _ . ,'r' DAYLIGHT ZONE B 1 SW1 r f F1 I IIA - „ ;'C2• r i , lL X X i f ; i ! J / 1• j^ A , J 1 ® _ 'Al' i Al - - 2.01 - Al Al X ! I 1 r 9 _ ; r---- - -f 11// , I R J ART STUDIO DECK 1 _ 21.1-29. 1 ! - - »,- i i 1t. ! I 5 DAYLIGHT D ONE k J l 1 / COR RI DO R 202 , 5 00 Z 10 'A1' 'A7 Al' € I 'Al' 'A1' 'Al' J J --- 220 _ IN -' 216 I i k i $ i R 1 0,11. 1�1 ° a ice"` DAYLIGHT ZONE A E2.01 'X2,' f 1" C. FOR J J J ' ' , / DAYLIGHT ZONE B SECOND Sw, - ,_._ #IQ.EN 1sxRaat . ! i I _• " �.-.._._- _ SIGNAI WIRtNG� - - - - - - - - - - - - - - ---- - - - -OG - I '' k , , MULITPURPOSE ; ' ' os ; ' • ' 111' ; _ Al Al Al i A 1 ! / !, 'SW 1 ! 2Q1 I �•. I ! / 2L1-10" 1 FLOOR ' 7 ! ; , i E3.03i ' 2L1-16. Al i t PLAN _ .i J _... - • DECK 'C2' 'C2' 2L1-14. Al Al I Al Al ~ i`T r / - _ _ E I 2208 I I LIGHTING S 1 ' ? STORAGE 8 Al ! i i rr,' - _ __ _ - _ _ - _ -- - - - - - - - - - - _ _- - - - - - }- jt _-. � 1 �# f if � r ! r r_11 `-t 203 I ` - 1a I l Fla 1 j Fla F1� P.1 - - - - - - - - - - - - - - - - 'M2' 1 d,e I. 'M2' I I 'M2' Id e ! M2' I d e i # 'M2' I die t1. d e 11. / 25. 11. _ ..., TC ! I t I II In 1 C3J II 'M1') .�,C.1 'M1' ,b•c I 'M1• a,b,L`'`� 'M1' 1la,brc 1 'M1' a,b, . 'M1' /b/y ( 'M1' j 'M1' �O,b,c 1 1M�r ,brc.,..� /Mlr b,c - ; ## _(fit .., ... s I ,a �1'.� -,�� r -s: •, ;,.a'.. € I ( I . f 11 ---� E2.01' - - - - - - - - - - - - - - - - - _ - - - - - - I - - - - - I - Il , P.2 - Ii I I t t I 1 ; �- /', -.� - - - - - - - - - - - __ - - - � - - - -I- - - -- �--== - -�- - - - � - - - -�- = - - � - - -� - - � - - - - - - - ' i ,_ _ ., ._ •--,-�,,_ ,,,. _. . _.... k ., ._, ice.: ,, _; ,; - E ,- _.,-,.: .-_ _; ,--- -... -• . -.;>, - .» ,:. -.;. ,a.a.. ,._... ,._ :,. # :sac; ,...- : .- -:.:,_ s,-+,: :.� yz k.a „. . . .• ;,-+-=si-� -.._; ,..-.-_ .a.;. - 1 i - - I 1 't:�'r,..<,,_ M.. 1 .-,.:. ....-:^• e.: ,.x'A-.-:%,a..,.-: ''"c---'_ ' ;x„iw. ,,. .P- F a --3.,,c'+ - 3 -'�; -c:. +. - ti,.-,'..^,c v, -k-,-%..-„•.-`=-' E 1 1 1 , ,. ,_: �_ ,. :'u ---.,:. --,,, : ,;+ "'R' ,-» w_,.' ' . ::, -_ ,.,-,•« .`, ENTIRE CIRCUIT 1 f - - - - - - - - - - - - - - - - �' 9._: :-!M45- o.b,c- _•M ' l a. 1' bac! -'M '' ,� - - #' rc- -'- n,b•� 'M}' b,c-- -'NI ' .6 -'MT' I --� P.4 1 I I t I I ' € II ! ' de 21. 'M2' ,e 21. 'M2' Id,e 2t. 'M2' 1 d,e I 1 10. 'M2' •e ` i i a P.5 - - - - - - - - - - - - - - - - - - - _ - - - - _ - - - - - - - - - - - - - - - - ;;- - - - ,,� C) 5 TYP ! I --- I I # . Date Description 1 I 1 ! I 1h I d I I II ! 1 Revisions II o I I I I ( I I I ( I I I March 7,2012 N I I I I ! ! ! I I 1 I ! I I Date I I I I I I I I I I L---------------i i 1 1 I I I 1 I I I I I MO I I I I I I I I I I I I Designed By 1 i I I I I 1 I I I 1 I 1 SECOND FLOOR PLAN - LIGHTING QB 0 4' 8' 16' Drawn By a I I t I 1 I 1 I I I I ca SCALE: 1/8"=l'-0" REFEDNwI�H � T �-+ checked By BE Cn THIS CTI NOT APPROVED I i i I I I I I I I I I Project Number J ( 41 )( 40 ) ( 39 ) ( 38 ) ( 37 ) ( 38 ) ( 35 ) ( 34 ) ( 33 ) ( 32 ) ( 31 ) ( 30 ) T NO Sheet Number U If this drawing is less than 30"x 42",it has Copyright 200$ been reduced_Scale accordingly. FILE: 0310E202.DWG - E2.02 EDIT: 4/5/2012 1:18 PM BY ANNAS ( PLOT: 4/5/2012 1:49 PM BY ANNA SANDYS MET Community - - Center 10330 SW Scholls Ferry RD Tigard, OR 97223 � Q � Outreach Education Recreation muslim EbucAtioliAl Trust Muslim Educational Trust 10330 SW Scholls Ferry RD Tigard, OR 97223 ( 21 ) M.1 13 PROre �GINEF �o 599 PE ( 20 ) Cq A. EXPIRES: 12/31/13 J W 0 STORAGE U z 003 Q U. W z W a - W z - f E5.00t f ,ft ff z ZZ ` yr _ W MACHINE E 002 of 1 7 SON CD L > N N N C T ca N '2 � io*scmq v 1 0 c.i6to LO E4.00 to m f� O za0�0 c' E. W. cn a ti U. ELEC 005 JANITOR 004 DATA - 005 4 10 4 2P1-6,8. �1 2P1-10,12. M.2= MOUNT ON 2P1-2,4. "BASE OF EACH RACK SE-1 1 BASEMENT PANEL '2POOL' ~�.. PLAN IPOOL EQUIP STORAGE POWER f1 008 007 E EF-3 ( 30 ) 1 BASEMENT PLAN -- POWER a_ 0 4' 8' 16' rr v N SCALE: 1/8"=V-0" # Date Description Revisions T C\1 March 7,2012 N Date MO Designed By o UL QB Drawn By v BE REFERENCE ONLY 4-0 Checked By m NOT APPR OVED WITH THIS PERMIT Q� 16082 LOV _ J Project Number v ai E3wOO iiSheet Number nn�11 Copyright 20080 U W If this drawing is fess than 30"x 42,if has been reduced.Scale accordingfy. FILE: 031OE300.DWG - E3.00 EDIT: 4/5/2012 1:20 PM BY ANNAS PLOT. 4/5/2012 1:49 PM BY ANNA SANDYS GENERAL SHEET NOTES SHEET KEYNOTES 6 UTILIZE THIS WALL SPACE FOR ROUTING 11 PROVIDE CONNECTION TO MOTORIZED CONDUIT TO MAIN ELECTRICAL ROOM IN PROJECTOR SCREEN PER MANUFACTURER SHOP A. RECESS OUTLET BOXES AND ROUTE CONDUITS IN CMU 1 PROVIDE CONNECTION TO ELECTRONIC BASEMENT. DRAWINGS. REFER TO ARCHITECTURAL - - - WALLS. SCOREBOARD. VERIFY CONNECTION ELEVATION DRAWINGS FOR LOCATION. 7 LOCATE ABOVE SHELF FOR TOP MICROWAVE. B. MULTIPURPOSE 109, LUNCHROOM, POOL: ROUTE CONDUITS REQUIREMENTS WITH MANUFACTURER SHOP REFER TO ARCHITECTURAL ELEVATION 12 SWITCH FOR PROJECTION SCREEN IN ON TOP OF METAL DECK UNDER INSULATION. DRAWINGS. DRAWINGS. MULTIPURPOSE 109. REFER TO NOTE 9, SHEET - 2 LOCATE NEXT TO DATA OUTLET FOR E3.02. f PROJECTOR. 8 PROVIDE CONNECTION TO POWER SOURCE FOR D FAUCETS, ABLUTION FAUCETS AND WATER 13 SWITCH FOR PROJECTOR LIFT IN MULTIPURPOSE 3 SWITCH FOR DOME MOTORIZED SHADES. REFER CLOSETS IN ROOM. PROVIDE LOW VOLTAGE 109. REFER TO NOTE 10, SHEET E3.02. TO NOTE 2, SHEET E3.03. CONNEC11ON TO VALVE SENSOR. COORDINATE 14 LOCATE 6" ABOVE BASE CABINETS. REFER TO 4 PROVIDE CONNECTION -TO MOTORIZED DOORS WITH DIVISION 22. ARCHITECTURAL ELEVATION DRAWINGS. PER MANUFACTURER SHOP DRAWINGS. 9 SWITCH FOR MOTORIZED BASKETBALL 5 SWITCH FOR TOP ROLL DOWN CURTAIN DIVIDER. BACKSTOP. REFER TO NOTE 8, SHEET E3.02. REFER TO NOTE 6, SHEET E3.02. 10 LOCATE NEXT TO CAN OUTLET FOR TELEVISION. ( 22 ) ( 10 ) $ 7 5 5 4 3 2 1 �- MET 1 I Community Center 10330 SW Scholls FerryRD I M 1 / 00 ( I I ( I . Tigard, OR 97223 - CP-1 WH-1 � KEF-1 ( 21 EWH-1 WH-2 r . - , . Outreach T Education Recreation r, 1 I I 1 _ _ E3.03 I ( 20 ) I I Musliwl £5ucatio»al Trust -- __ - - STORAGE M 13 ( __ ,_ � G Muslim E3.02 I - LUNCHROOM j . E3.02 12 _ 3 I , 19 / , . 4a. , i 5,. � . $5. Educational I 1 14 III LL CLASSROOM 2 L CLASSROO 3111 2P1-67.1 32 KKK STORAG TO MOTORIZE 2P1-51,53. i l I I 63 Trust K 117 ��t KITCHEN PROJECTION � 11 47 o I 123 124 #e ENTIRE SCREEN LIFT I!I II CIRCUIT 2SP1-83. 118 / aRculr c 2 2 c I c 2 I 2 c c 2 10330 SW Scholls Ferry RD 3 I (COUNSELING/ADMIN 9. s1. 53. 57, 59. 81 65. I Tigard, OR 97223 MULTIPURPOSE � I -� �o 109 121 LL CLASSRO M 1 1'' #s ENTIRE 'll LL CLASSROOM 4 LL CLASS OOM ' 9 %ii 2K1-24. 14 122 I aRCUIT I 125 126 1 PANEL '2K1' / 45. 2131-43,45. 47. 2P1-47,49. 2P1-55 57. 2P1-59 61. ` I I 2131-63,65. ���p PRorfS AV CABINET # 10 ENURE gRCU1T 't S �x #10 #�0 #10 #6 ENTIRE 8 �� �GIN£F io \ MEN -� 2K1-22. ENTIRE ENTIRE #1 ENTIRE #12 i gRCUIT #12 V y J $ J G a CIRCUIT RCUIT 47 J J 7• CIRCUIT 55 J J 55, 599 PE r ZP1-30,32. � 47. z 3 STORAGE w F-1, RR 2P1-44,46. DATA E CORRIDOR 1 1 I 140 WO E69. I 136 2K1-42,44. 134 120 i i E cCA A.E1.L`'� O 1 4 _.r_. -- - - - - .-. � EXPIRES: 12/31/13 - / _�2, � ENTIR 32 I 30. $ 42 44. 46. CIRCUIT 2K1-30,32 AG - ------ LITRE ZP1-60,62. W c� z 8 • 6 L- 69. 8 DISHWASHER A -4-". a" 2131-50,52. i Q COFFEE POTS 2P1-48 \ • Ir #8 ENTIRE - u. W MICROWAVE #+a S CORRIDOR " 60. c CIRCUIT W � I ( 22 :*5\j� 2K1-50,5 G G 127 W z J 2 2K1-3 ,36. 5#10 ENTIRE SIR BOYS j $ Z z 14 2K1-54. J J I 54. - w 10* ADMIN PRINCIPAL g s 8 132 i Ac #12 KINDERGARTEN 28. t 69. 13871. - 137 REFRIGERATOR 12 LOUNGE ! . \ 26. ^~~ `` / L-i39 14 7#10 ENTIRE CIRCUIT F - O N N N N Q N N C -o r°Di rmi % t I • I r- ~ S c z- ----------_ �° 2131-73. 2P1-75,77. a 6 W I J 52 z CO _. 1 E5.00 JI E4.00 WORKROOM ( 52G 9 ° Qria ,.: - - - / - - - - -2k4-23x25 2K1-38,40. ,' 13a - _ - - /` GIRLS r--- 11 G:� RESTROOM 28. w �� 2P1-21,23. // / 1' 133 �-----4i� 129 L----a' 4 / 2P1-25,27. _ / 23. ms's' 2P1-29,31. / 4 4 / LOBBY 1' 1 i-=i=�� J 2 #12 <,. 2P1-33,35. // 100 lr F---1i ---! k fM 8 \". 2P1-37,39. ___ / 23 F ---_i I----1 A� 18. - - _ _ - 10 - -- - - - - - - - - _ - _ 28. 2P1-18,20. 1l --- L�--- { 2 56. . ;, 1 2131-26,2 r' 4 , LL I 08 ENTIRE J 2P1-41. UNISEX 2P1 • j f CIRCUIT 8 26. 107 - - - - - - - I f z; 2131-58. 1 f I 96 20. i 20. _ PRESCHOOL 130 2131-14.16. J �s .�, � w ; r, - I 6 18.AG ; , I i EXERCISE +96 8 2MT=--- �O 22. 6 106 14 10 1s CORRIDOR #12 DRYERS 24. / ` i 56 108 62 FIRST FLOOR ! PLAN fl---- 14. ' _- 2P1-17,19. WASHING t II---- I;: MACHINE `2- I r AG ii __ 1 2131-22, 4:\ _ �6 POWER MUSEUM . : 8 . ; I = r-__ ir ---i DRAG i s ono 1 !---- i 1 j r--- il----1 105 AG AG ! 2Z 101 24. ! ` J DBF-1J i � # 1 8 1 15. 8 22. �. 13.1 I` -----� , AG AG __ _ _ - , MEN'S SHOWEIR 2131-13,115. 1 lOMEN'S SH6WER ( G2P1-11. I i ; I BOND SWIMMING POOL AREA PER NEC I 104 103 �� . . i ARTICLE 680. BOND UNDERWATER . _ I POOL (DECK) i i GUTTERS, LADDERS,HANDRAILS, G BOARDS, 102A U ! , i CIRCULATION EQUIPMENT AND POOL j j REINFORCING STEEL. PROVIDE COPPER , BONDING CONDUCTORS TO CONNECT GRID AND IRREVERSIBLE COMPRESSION GROUND TAP FIGURE 'C' CONNECTORS - t _ _ FOR ALL CONDUCTOR BONDS. PROVIDE 13.2 - - - - - - -' - -" ( -� - - 1 #8 CU FOR SWIMMING POOL AREA I 7 GROUNDING. ]000 U POOL � ; 1 a. _ 1028 I r P.3 - - - - - - �--- - - - - --� - - - - j I ' I G I I �0 I I I I I 1 �► I G i - P.4 - - - - -0- - ,,--- I f - --- - - - - - - - - - - - - - - -- - - - - - -- -- - - - -- - -- -- - ---- - - - - -- - -- - - - a I_ - i - P.5 - _ - - - - - N ✓ a a. # Date Description Revisions o j i March 7;2012 Date N L--------------- - - - iti Mo o - - - Designed By I I I I I I I I I I 1 FIBST FLOOR PLAN - POWER. 0 4' 8' 16' Drawn By zs BE m SCALE: 1/8"--1'-0" -1-+ Checked By REFERENCE ONLY Cv 16082. NOT.APPROVED WITH THIS PERMIT Project Number _ O 9 ( 41 )( 40 ) ( 39 ) ( 38 ) ( 37 ) ( 35 ) ( 35 ) ( 34 ) ( 33 ) ( 32 ) ( 31 ) ( 30 ) 3 , 01 ESheet Number i.i right q If this drawing is less than 30"x 42°it has been�educed008 le accordingly. FILE: 0310E301.DWG - E3.01 ( EDIT: 4/5/2012 1:24 PM BY ANNAS ( PLOT: 4/5/2012 1:49 PM BY ANNA SANDYS J GENERAL SHEET NOTES Q SHEET KEYNOTES 5 PROVIDE CONNECTION TO WINDOW MOTORIZED BLACK-OUT 8 PROVIDE CONNECTION TO MOTORIZED BASKETBALL SHADES PER MANUFACTURER SHOP DRAWINGS. PROVIDE BACKSTOP. PROVIDE CONNECTION TO SWITCH IN STORAGE A. RECESS OUTLET BOXES AND ROUTE CONDUITS IN CMU WALLS. 1 LOCATE NEXT TO DATA OUTLET FOR PROJECTOR. CONNECTION TO CONTROL SWITCH IN LOCATION AS '17. = B. MULTIPURPOSE 109, LUNCHROOM, POOL: ROUTE CONDUITS ON TOP 2 PROVIDE CONNECTION TO LAB HOOD AND LAB HOOD DETERMINED BY ARCHITECT. 9 PROD 1DE CONNECTION "10'MOTORIZED PROJECTION SCREEN OF METAL DECK UNDER INSULATION. RECEPTACLE PER MANUFACTURER REQUIREMENTS. 6 PROVIDE CONNECTION TO TOP ROLL DOWN CURTAIN PER MANUFACTURER SHOP DRAWINGS. REFER TO 3 LOCATE 6" UNDER COUNTER. CONCEAL CONDUIT IN DIVIDER PER MANUFACTURER SHOP DRAWINGS. PROVIDE ARCHITE;TURAL DRAWINGS FOR LOCATION. CABINETRY. CONNECTION TO SWITCH 1N STORAGE 117. 10 PROVID; CONNECTION rQ .MOTORIZED PROJECTOR LIFT 4 PROVIDE CONNECTION TO WINDOW MOTORIZED BLACK-OUT 7 PROVIDE CONNECTION TO POWER SOURCE FOR FAUCETS PER MANUFAC rURER REQUIREMENTS. AND WATER CLOSETS IN ROOM. PROVIDE LOW VOLTAGE AND TRANSPARENT SHADES PER MANUFACTURER SHOP DRAWINGS. PROVIDE CONNECTION TO CONTROL SWITCH IN CONNECTION TO VALVE SENSOR. COORDINATE WITH DIVISION 22. LOCATION AS DETERMINED BY ARCHITECT. ( 22 ) 1 ' ( 10 ) 0 8 7 5 4 3 2 1 i� MET , # I I I I I # I I # # # I I I ICommunity I # # I # I I center 10330 SW Scholls Ferry RD M.1 Tigard, OR 97223 I , I 5 ! fo I f I I 5 ------------------ ------------------- 1 2 I _J L--------------------------E I---------- t xG 12 12 AG I I Outreach t r----- ----------•------- E 5 1 1 j I I I I t I f Education Recreation 9 / j I ( 20 } E3.01 1 G 140 2P2-19,12. # I ( I I I Muslim EbNcdtlomN1 Trust 1 ! ! I . ..j, � I. - - - - �..�- - - - - - - l - - - - - �� Muslim -� E3.01 ! I ,. , LUNCI-HROOIVI afAG t zo ,I, - -- Educational ' 10 2M2-4. i ySCIENCE LAB ACS MEETING 0. 24• # I ,II 30. I 119 J e 210 I 211 I 4 t / ' J A t I WORKROOM 4 CLASSROOM 2 :; UL CLASSROOM 3 UL CLASS OOM 4 Trust c i ;:� 2132-2,4. , 212 I In �s: 1 213 214 215 10330 SW Scholls Ferry RD 4•C L 0• C I 22 24. 24.1 26 C I�I C 2a 3o c Tigard, OR 97223 t I 21 AG 1 1 I 20. 5 1 - � -- ' I 2 . 2132-22,24. ' 132-26 28. 7 u I PRO C 0 ENTIRE CIRCUIT '4 , ;, E3.01 7s. ' MET PR / s• 2132-6,8 3. In- I , 2132-30,32. �t�,REO FESS '` 208 G 2G 2P2-1 ,20. COFFEE , I II ��GINEF�ioy 1' 2P1-79,81 G , ; i POTS / 10 5 SKYLIGHT1 CJ 599 PE ,' 1 I 3.01 PRESIDENT 2P2- 5.I I DATA 2M2-12 1 10 - - - - I - -- - - , 8 c 205 I # 2P2-1416. CORRIDOR - i ,� qR po s. �~`"`°►.,, 5 SKYLIGHT �� t. 7 2P2-1, 2132-11,13. RR 223 2132-34. ! I I ; Fc� s,z SAO PANEL 2M2 209 A.E1.L �. 2M2-8,10:!�` I s• I 2132-4L 224 , 2 2-37,39, PANEL '2P2' ' _____ __; 1 7 A - - - - - - - - - - - -- - - - - - _ EXPIRES: 12/31/131 L C10 3 AG �_ - 3a RR � �G a ?\ter 2132-23. • 13. 7 37. 7 J I W c� 207 s 2132-23,25.. 39. ,_, * 2P2-35. 2P2-36,38. 1 U 7 Ia�IV1 a `r 7 POTS COFFEE , 2P2-7,9. c MEN 1 I COMPUTER LAB 3s. u' w 1 s7 2P2-27,29. �� , 225 �a CORRIDOR j UL CLASSROOM 5 W z i 23 7 7 # 1 Z :" E3.01 EF-1 1 t 216 217 I MULTIPURPOSE c �. ,�' ' I LIBRARY �,� 270 c 290 f®0 _ I , 109 1 WOMEN 226 2P2-19,21. UL CLASSROOM - - - , E f/jfI � - - - - - ; r Q I I 1 I /10 EN71RE CIRCUIT 204 #' 2M2-18. t7. 21$ ,p2P2-40,42. � -�" D m ,2, 2M1-31. s. I I 31.® 33 `d 25 020 _ 2132-31,33. _ c N N N 2P2-15,17. N ' v fxmmU 7 �o 0i SKYLIGHT 5 ,r - - - - - - - - - - - - - - - E �- " o�o� �� LOBBY 4 4 GIRLS " STAIR 3 13a 4 m � E3.01 t iz 200 1 11f----------- r t1 I tl o a = a w ���� 1 11 222 42 a s �= r � � � 231 a ti r.CO a 1- u. 5 1 E5.00 1 ,1 E3.01 , ,�; BOYS - - - - -- - a 2P_2=43.45,- 4242• - - - 42- I - - - - -- - - - - - - ' ° ` : . k 0 ENTIRE CIRCUIT 1l jt 221 7 A `2 . SKYLIGHT 5 o IN ENnRE aRa»T A"' 3 2131-3,5. f ! 6-. ;�0 ENTRE gR{:INT - - -� UL CLASSROOM 7 2M1-27,29. 2M1-14. ` � I 1 219 45• 45. 2P2-46,48. 4& (TYPICAL OF 4 4 , ` , -----------Tr ---- J'jr r----------' I J, I C 6.DECK '; _ 3 i �r f -- -- ,.;( a 48. ART STUDIO 1 c �,� 2M1-16,34. ' `'i 1 220 202 �s. - -�.,, 1 . ft0 ENTIRE CIRCUIT - 16. 2P1-79. / '~ �� B f k / t !' - - - _ - _ - _ - - - _ -- _ 5 w , '� SECOND MULITPURPOSE �"` ; ; " ' trr ,t3 w I FLOOR PLAN (TYPICAL OF 2 4 I i ,l '1 I °20B I POWER ' STORAGE - - - -- - _ .._,_... - - - 5 P.1 - - - - - - ..._._ - - - .-...... - _ _ - �; ` I I # I � II II 13.2 -- - - - __ - _ _ - _ - __ _ _ - __ - �-_ - - - - - -I - - - - - - - ; - - - POcc P.3 _ - - - - _.._. - - -- - _._. - .-.. - - _ , II II __-__ - -- - - - - - -_...- - - - - - 13.4 - a P. - - - - - - - - - - - - - - - - t r I t v � , i �- i # Date Description N i t # d # i ! h I ! I # II Revisions co # # I ' March 7,2012 C) I I I I I I I I I I I I ii ii ! Date tQ I I I I I I I I I I I it L-------------- - ! MO I I I I I I I I I I I I Designed By # I I I t 1 I t t I 1 SECOND FLOOR PLAN - POWER ' OB 0 4' 8' 16' Drawn By I # t I t t I t I # ! # BE m I I I I I I I I I I I I SCALE: 1/8"=1'-0" -1J Checked By '2 16082 co REFERENCE' ONLY � Project Number - J I NOT APPROVED WITH THIS PERNU ( 41 )( 40 ) ( 30 } ( 38 ) ( 37 } ( 38 ) ( 35 ) ( 34 ) ( 33 ) ( 32 ) ( 31 ) ( 30 E3w02 r . E - u. _ L. Copyright 20080 Sheet Number 0 if this drawing is less than 30"x 42;d has Q U been reduced.Scale accordingly. FILE: 031OE302.DWG - E3.02 EDIT: 4/5/2012 1:29 PM BY ANNAS ( PLOT: 4/5/2012 1:50 PM BY ANNA SANDYS GENERAL SHEET NOTES 0 SHEET KEYNOTES 3 INSTALL TYPE K3 AT 36-INCHES FROM VERTICAL 5 INSTALL wEATNERHEAD WITH 2 INCH CONDUIT TO A. MULTIPURPOSE U WALL, AIM TOWARD CENTER OF WALL. LOCATE RGB ACCESSIBLE CE!LINC SPACE DIRECTLY BELOW FOR LUNCHROOM, POOL: ROUTE CONDUITS ON TOP 1 INSTALL TYPE K2 VERTICALLY ALONG ENTIRE HEIGHT POWER AND CONTROL HARDWARE IN STORAGE 203. �IITU'2E SATELLITE CABLING. OF METAL DECK UNDER INSULATION. OF KALWALL STRUCTURE. REFER TO SHEETS E2.01 LOCATE MANUAL CONTROL WITH COLOR CHANGE AND � AND E2.02 FOR CONTINUATION. DIRECT LIGHT AS INTENSITY ADJUSTMENT IN STORAGE 117. LABEL S -PRO,IDE 3" COiJOUi f FROM ROOF TO MAIN INDICATED. CONTROLLER AS "EXTERIOR DOME LIGHTING". ELECTRICAL ROOM. STUB-UP, CAP AND LABEL E4.00. . "FUTURE PV SYSTEM". REFER TO 1 2 PROVIDE CONNECTION TO INTERIOR DOME WINDOW CONNECT LINE VOLTAGE FEED TO LIGHTING CONTROL r'JNDUIT / BLACK-OUT MOTORIZED SHADES PER MANUFACTURER SYSTEM RELAY PANEL AND PROGRAM TO TURN ON AT DUSK AND OFF AT A TIME DEFINED BY OWNER. • SHOP DRAWINGS. PROVIDE CONNECTION TO CONTROL J . SWITCH IN STORAGE 117. LABEL SWITCH AS "DOME 4 ROUTE VIA LIGHTING CONTROL PANEL 'LCP1'. LOCATE MOTORIZED SHADES. LIGHTING CONTROL PANEL OVERRIDE "ON" SWITCH IN STORAGE ROOM 117. ( 22 ) ( 10 ) 9 8 7 6 5 4 3 2 1 MET Community Center I I I 10330 SW Scholls Ferry RD M 1 ' �-` I ( I I I Tigard, OR 97223 WALK-IN COOLER CONDENSING UNIT. 7.8 j / FLA, 208V, 10. COORDINATE LOCATION ) WITH ARCHITECTURAL DRAWINGS. (ON I ► I I ` Q •` FIRST FLOOR ROOF) -� Outreach Education Recreation WP G Muslim £I,Ncm1owAl Trust ~-� w F Muslim 2K1-7,9.. �-, 2K1-28. I f (ED I I Educational 'K3' .K3. 'K3' `� / HP-7 M 4WP ( I Trutt / 'K3 'K3' ~- F I I 10330 SW Scholls Ferry RD ' ,K3, Tigard, OR 97223 6K3' 2 (TYPICAL OF 24) �` \ / ROUTE ENTIRE HP-8 / CIRCUIT UNDER R00 2M2-6. I I �gED PROF£s K3 K3. �� HP-5 i i I I v� �GIN£F `$- / 599 6P� y� .K3. .K3. F , w HP-4 8LLh ,2�h 3 (TYPICAL OF 24) up w ,K3, EXPIRES: 12/31/13 .K3. I i J I W c� V Z HRV-1 F Q K3 K3 1 CU-1 ( I I I L w ROUTE ENTIRE E3.01 / CIRCUIT UNDE ROOF i I w ( F / 'K3' 'K3' 4 F 2M1-6. Z #10 ENTIRE CIRCUIT w / LU E 2L1-14. no ENTIRE aRculr HP-6 ! I I #10 .2` K3 'K3' 2M1-10,12. So g ID O ch M t .K3. K3 I N M 'K3 'K3' HP 1 / w6A 6A a v 6 $ Ln 'K3' " O o `°o E _J � J 1 C. FOR S L WIRING / a u n.to a r u_ F 11<29, WK20 I 'K2' - '~- 6 ROOF PLAN I ELECTRICAL WP w I F HP-2 F HP-3 i P.1 - - - - - - `'�' I � i CU-2 F WP F I I I ! I ""' F Rs I I I I ! RL w - 1 P.2 - DHU-1 DHUP. -1 3 ( I 1 I I HEAT ELEMENT I I I I PA a. 7 P.5 N # Date Description c� Revisions r N March 7,2012 ! I I I I I I I I I f I N Date cp MO a Designed By I I I I I I I I 1 ROOF PLAN - ELECTRICAL QB CD 0 4' 8' 16' Drawn By ;a BE Co SCALE: 1/8"=1'-0" I k f ! I { I I - ! I I ! ��ROVED WITH HISS pERMiT � Checked By �?OT APP V1 16082 LOU)J Project Number 0 It iv ( 41 )( 40 ) ( 39 ) ( 38 ) ( 37 ) ( 36 ) ( 35 ) ( 34 ) ( 33 ) ( 32 ) ( 31 ) ( 30 ) E3003F_ ------ L Sheet Number ptf Copyright 20080 U If this drawing is less than 30"x 42",it has been reduced.Scale accordingly. FILE: 031OE303.DWG - E3.03 EDIT. 4/5/2012 1:34 PM BY ANNAS PLOT: 4/5/2012 1:50 PM BY ANNA SANDYS J J `C KITCHEN EQUIPMENT CONNECTION SCHEDULE E3,Q0 PANEL '2L1' 'LCP1' VOLTS / WIRE ITEM DESCRIPTION PHASE LOAD CONDUIT CIRCUIT NOTESOF FR0,lDE `NALL=MOUNTED TRANSFORMER 'XPH', 3 WAREWASHER 120/1 11.4 A 202 (21<1-1. T 208V/120-24OV, 10, 3W, 7.5 KVA, NEMA 1. 7 FREEZER, REACH-IN 120/1 12,5 A 202 2K1-3, PROVIDE #8 CU GND. SEE 1/E1.00 FOR 8 WALK-IN COOLER 120/1 10.5 A 202 2K1-5. 1CIRCUITING EXISTING PUMP HOUSE. BATTERY 9 HOOD LIGHTS 120/1 200 W 202 2K1-11. 2 INVERTER PANEL '2M1' 10 OVEN-STEAMER 208/3 110.0 A 1503 2K1-2,4,6. 2 2P1-1. 2M1-28,30,32. 14 U/C REFRIGERATOR 120/1 4.0 A 202 2K1-17. STUB-OUT 3" CONDUIT FROM PANEL '2P1 SECT 1' 120 1 ROOF TO MAIN ELECTRICAL 15A RICE COOKER / 14.2 A 202 2K1-19. ROOM. CAP AND LABEL 15B RICE COOKER 120/1 14.2 A 202 2K1-21. CONDUIT: "FUTURE PV 18 HOT FOOD TABLE 208/1 14.4 A 202 2K1-27,29. SYSTEM". REFER TO 1/E3.03. PANEL '2P1 SECT 2' 23 FLOOR MIXER 120/1 16.0 A 202 2K1-31. 3z MET 28 COFFEE GRINDER 120/1 3.0 A 202 2K1-35, 1 29 ESPRESSO MACHINES 208/1 14.0 A 202 2K1-37,39. FIRE ALARM CONTROL PANEL SPARE FUSE CABINET E1,00Community 31 COFFEE GRINDER 120/1 9.4 A 202 2K1-10, GROUNDWATER CONTROL PANEL, 120 1 VERIFY CONNECTION REQUIREMENTS 32 COFFEE MAKER / 12.7 A 202 2K1-12, WITH 33 ICE MAKER 120/1 11.9 A 202 2K1 -14. ROUGH-IN. H P DRAWINGS PRIOR TO ��}�� 34 REFRIGERATOR 120/1 4.0 A 202 2K1-16. 10330 SW Scholls Ferry RD 36 REFRIGERATOR 120/1 4.0 A 202 2K1-18. Tigard, OR 97223 1 ENLARGED BASEMENT PLAN - POWER. NERAL IQTCI.M EOUR& T COtfECIIUN 13CFE[»UL.E NOTC-S 0 2' 4' 8' A. REFER TO KITCHEN. CONSULTANT DRAWINGS FOR EXACT LOCATIONS AND - CONNECTION TYPES. COORDINATE CONNECTION WITH SUPPLIED EQUIPMENT AND SCALE: 1/4"=1'-0" O VENDOR DRAWINGS. Outreach Education Recreation Mt4sli»i £bucatiotml Trust 1 PROVIDE CONNECTION TO .INTERIOR LIGHTS AND EVAPERATOR COIL. 2 PROVIDE INTERLOCK WITH FIRE SUPPRESSION SYSTEM. REFER TO DETAIL Muslim 4/E5.00. PROVIDE SHUNT TRIP CIRCUIT BREAKER. EdI,ICSIOnc�l WIRE /COIMI IT SCh®UI_E Trust 202 2 #12 CU, 1 #12 CU GND., IN 3/4" C. 1503 3 #1/0 CU, 1 #6 CU GND., IN 1-1/2" C. 10330 SW Scholls Ferry RD Tigard, OR 97223 �a PRoF MECHANICAL EQUIPMENT CONNECTION SCHEDULE PROVIDE FIRE 4 21 ) �,� oINeFss%� SUPPRESSION 7�---- SYSTEM E5.00 / 599 6PE VOLTS / WIRE / 1 ITEM DESCRIPTION LOCATION PHASE LOAD MCA MOCP CONDUIT CIRCUIT NOTES E3.01 10 CP-1 CIRCULATION PUMP STORAGE 117 120/1 1/6 HP 15 202 2K1-26. 208 3 CU-1 CONDENSING UNIT ROOF / 10.7 15 203 M1-11,13,15 f , f'� .7 7,_ j3\ � cCq A. CU-2 CONDENSING UNIT ROOF 208/3 15 25 203 M1-17,19,21twi 120 1 EXPIRES: 12/31/13, DBF-1 DRYER BOOSTER FAN WOMEN'S SHOWER / 83 W 15 202 2M1-8. �;=- .��; - Ac �; DE-HUMIDIFICATION UNIT 208/3 75 125 803 2MDP 1 - I 15A DHU-1 HEAT ELEMENT ROOF 208/3 42.0 KW 175 1753 2MDP 1 I W 0 15B U z EF-1 EXHAUST FAN RR 207 120/1 80 W 15 202 2M2-2. ,Z_JQ U EF-2 EXHAUST FAN JANITOR 004 120/1 130 W 15 202 2M1-4. EF-3 EXHAUST FAN POOL EQUIPMENT 120/1 144 W 15 202 2M1-4. 81-0 To KEF-1 �� COFFEE POT - U. W _ ac a, 2K1-15. I TEA URN w z EF-4 EXHAUST FAN ROOF 120/1 1/4 HP 15 202 2M2-16. H c� EWH-1 ELECTRIC WALL HEATER FIRE RISER 120/1 1500 W 20 202 2K1-47. Z z FC-1 FAN COIL ELEVATOR MACHINE ROOM 208/1 ` I W 0.7 15 202 SEE NOTE 2 - !HP-1 HEAT PUMP ROOF 208/3 147.7 175 1503 2MDP 1 I i << 8 HP-2 HEAT PUMP ROOF 208/1 43.9 50 502 2M1-1,3. ! 2K1-23,25 I T J 2442 - a to =_ 208 3 i ! 23 HP-3 HEAT PUMP ROOF / 55.3 60 603 2M 1-5,7,9. ` o o C4 N _ Cj 1 A{a a T_ L > N N N C HP-4 HEAT PUMP ROOF 208/3 103.8 110 1253 2M2-1,3,5. s o I ! o a' "' "' i 1$ a � ��a � caoim � HP-5 HEAT PUMP ROOF / 141.2 150 1503 2MDP 1 +so• , h 208 3 7 c '` NE A-6-20P o° o o m HP-6 HEAT PUMP ROOF 208/3 103.8 110 1253 2M2-7,9,11. 2K1-33. HP-7 HEAT PUMP ROOF 208/3 95.3 100 1003 M2-13,15,17 I o Z m= :E. � U. HP-8 HEAT PUMP ROOF 208/1 43.9 50 502 2M2-19,21. a n ;" W AG 14 HRV-1 HEAT RECOVERY UNIT ROOF 208/3 47,5 60 5032M2-23,25,27. - IKEF-1 KITCHEN EXHAUST FAN KITCHEN SIDE WALL 208/3 1 .0 HP 15 203 2K1-41,43,45. 208 3 ` 0 SE-1 SEWER EJECTOR PUMP STORAGE 007 / 2.0 HP 15 203 M1-37,39,41 SP-1 SUMP PUMP ELEVATOR SHAFT 120/1 1/3 HP 15 202 2M1-24. WH-1 WATER HEATER STORAGE 117 120/1 1.8 A 15 202 2K1-26. vf 'WH-2 WATER HEATER STORAGE 117 120/1 1 .8 A 15 202 2K1-26. 'S 0 . AFF 2K1-20. E s2' A. THE ABOVE INFORMATION IS FOR A SPECIFIC MANUFACTURER. ACTUAL MANUFACTURER FOR EQUIPMENT MAY BE DIFFERENT. COORDINATE WITH MECHANICAL EQUIPMENT SUBMITTALS FOR LOADS AND OVER CURRENT PROTECTION REQUIREMENTS PRIOR TO 3 INSTALLATION OF WIRING. / B. MOCP = MAXIMUM OVER CURRENT PROTECTION MCA = MINIMUM CIRCUIT AMPACITY r"' 2 ENLARGED KITCHEN PLAN - POWER Q 2' 4' $' ENLARGED JI.E NOTES PLANS 1 REFER TO ONE-LINE DIAGRAM. SCALE: 1 4"=1'-0" 2 PROVIDE CONNECTION VIA CU-1. REFER TO MANUFACTURER WIRING DIAGRAMS. PROVIDE CONNECTION TO CONDENSATE / ELECTRICAL PUMP ADJACENT TO FAN COIL UNIT USING SAME CIRCUIT. WOE /CONI=SC*-EDULE 202 2 #12 CU, 1 #12 CU GND., N 3/4" C. ._. 203 3 #12 CU, 1 #12 CU GND., IN 3/4" C. -- ®[- - - 502 2 #6 CU, 1 #10 CU GND., IN 3/4" C. 503 3 #6 CU, 1 #10 CU GND., IN 3/4" C. - 603 3 #4 CU, 1 #10 CU GND., N 1- C. T - - - / 803 3 #2 CU, 1 #8 CU GND., IN 1-1/4" C. I 1003 3 #1 CU, 1 #8 CU GND., IN 1-1/4" C. i 1253 3 #1 CU, 1 #6 CU GND., IN 1-1/4- C. --/- - - - -i- 1503 3 #1/0 CU, 1 #6 CU GND., N 1-1/2" C. 1753 3 #2/0 CU, 1 #6 CU GND., IN 2" C. 29 I NEMA 6-20P 28 2P1-3. At 131 FIc 36 •a a{ c 33 ! a 1 G 32 # Date Description N E3.01 a p c.; 31 Revisions N March 7,2012 r c\v Date co - - ai Mo ------------------------ ---7 o Designed By N Q a. OB CD Drawn By c BE rn ♦� Checked By y ca (D 16082 o . r""� 3 ENLARGED LOUNGE PLAN - POWER U) Project Number 0 2' 4' 8' REFERENCE ONLY SCALE: 1/4"=1'-0" NOT APPROVED WITH THIS PERMIT E4w00 hi Sheet Number il. L� U Copyright 2008 If this drawing is less than 30'x 42,it has been reduced Scale accordingly. FILE: 031OE40O.DWG - E4.00 EDIT: 4/5/2012 1:41 PM BY ANNAS PLOT: 4/5/2012 1:50 PM BY ANNA SANDYS NOTES THIS DETAIL MOUNT WEATHERPROOF TOGGLE SWITCH FOR PIT LIGHTING O MOUNT SHUNT POWER MODULE TO WITHIN 24 INCHES OF CIRCUIT BY TOP OF PIT LADDER. STRIKE SIDE OF DOOR TO ELEVATOR MACHINE ROOM, 13 H s 14 L PROVIDE NEMA 4 SURFACE MOUNTED FLUORESCENT GASKETED 7D PROVIDE DEDICATED CIRCUIT. ROUTE INCOMING CIRCUIT TO _ \ LUMINAIRE. FOUR FOOT WHITE POLYCARBONATE HOUSING WITH LUMINAIRES UPSTREAM OF GFCI RECEPTACLE IN BOTH POLYCARBONATE DIFFUSER. TWO 32 WATT T8 LAMPS. BEGHELLI MACHINE ROOM AND ELEVATOR PIT, PER N.E.C. ARTICLES Z/ ILLUMINIA SERIES, METALUX, DAYBRITE, HUBBELL, LIGHTOLIER OR 620.23 AND 620.24. APPROVED. TYPICAL OF TWO. MOUNT ONE LUMINAIRE ON THE FRONT ELEVATOR PIT WALL, THE SECOND ON THE REAR t 8 PROVIDE FUSIBLE SHUNT TRIP POWER MODULE W1TH CONTROL ELEVATOR PIT WALL. AVOID LOCATING LUMINAIRES DIRECTLY TRANSFORMER, TEST SWITCH, PILOT LIGHT, AUXILIARY BEHIND BEAMS OR STRUCTURE THAT WOULD BLOCK LIGHT. WIRING CONTACTS AND ALARM CONTACTS. SIZE OF POWER MODULE SHALL BE IDENTIFIED FOR WET LOCATIONS. AS NOTED ON DRAWINGS. BUSSMANN, FERRAZ—SHAWMUT, s LITTLEFUSE OR APPROVED. CONNECT TO ELEVATOR PIT SUMP PUMP ON AREA OF PIT WALL CLOSEST TO SUMP HOLE WITH LIQUIDTIGHT FLEXIBLE CONDUIT. PROVIDE ADDRESSABLE F.A. CONTROL RELAY AND WIRING TO 5 TYP. PROVIDE DEDICATED CIRCUIT. ELEVATOR CONTROLLER/DRIVE FOR ELEVATOR PRIMARY MET RECALL, SEE WIRING SCHEMATIC. 0 MOUNT 135' FIXED TEMPERATURE HEAT DETECTOR TO WITHIN 24HOOD HOOD CONTROLLER INCHES OF EACH SPRINKLER HEAD IN ELEVATOR MACHINE ROOM 10 PROVIDE ADDRESSABLE F.A. CONTROL RELAY AND WIRING TO ' FIRE SUPRESSION N� CommunityAND HOISTWAY. SHUNT TRIP CONTROL OF ELEVATOR POWER, SEE WIRING SYSTEM SCHEMATIC. I I ION COMMON OFF I ELEVATOR SHAFT ELEVATOR LOBBY L MOUNT SMOKE MOEET OFCTOR IN ELEVATORDOOR.OR LOBBY ON CEILING TO 11 ROOM LIGHTING; SEE FLOOR PLAN FOR TYPE, QUANTITY AND TO FIRE ALARM Center s CIRCUIT INFORMATION. - SYSTEM — — TO HOOD LIGHTS 18 10330 SW Scholls Ferry RD 14 nP ELEVATOR FEEDER 12 PROVIDE SEPARATE DEDICATED CIRCUITS AND LOCKABLE TERMINAL Tigard, OR 97223 FROM POWER CIRCUIT BREAKERS IN PANEL 'ELEV' FOR ELEVATOR CAR BLOCK ELEVATOR CAR TO FIRE ALARM SYSTEM LIGHTS AND HVAC. LOCATE PANEL IN ELEVATOR MACHINE DISTRIBUTION PANEL TO OTHER SHUNT—TRIP ELEVATOR ROOM NEAR ENTRY DOOR. INDICATE CAR NUMBER -AND TYPE OF LOAD NEXT TO EACH CIRCUIT BREAKER. BREAKERS OR CONTACTORS MACHINE ROOM 14 CONTROL SHUNT TRIP BREAKERS i Q I FUSIBLE SHUNT WIRING r J 0 13 PROVIDE HEAT AND SMOKE DETECTORS AT THE TOP OF EACH OR CONTACTORS FOR S S ELEVATOR LOBBY MODULE POWER 10 ELEVATOR SHAFT, WHEN SPRINKLERED. KEF-1 LOADS UNDER CLASS I Outreach 14 CONNECT TO F.A. SYSTEM INITIATING DEVICE CIRCUIT. I tJ I I HOOD. �-- —J 1 Education Recreation S �l ON F �rr�lll EPANE s BATTERY ELEVA70RJ 15 COORDINATE WALL MOUNTING SPACE FOR ELECTRICALLMmshm £bucmilo"Al Trust 4 LOWERING CONTROLLER ... EQUIPMENT WITH ELEVATOR SUPPLIER/INSTALLER PRIOR TO DEVICE DRIVE r 19ROUGH—IN. GAS SOLENOID VALVE(S) MUS I"1"115t0J 0�-.- aPROVIDE DEDICATED PHONE LINE IN 3/4" C. TO TELEPHONE ucationaECFV' 16 TERMINAL BOARD.F ELEVATORCONTROLLER/ 17 PROVIDE ADDRESSABLE F.A. CONTROL RELAY AND WIRING TO MOTOR SEQUENCE OF OPERATION Trust DRIVE ELEVATOR LOBBY ELEVATOR CONTROLLER TO ACTIVATE FIREMAN HAT LIGHT IN HP-7 ) TO 12 ELEVATOR CAB UPON INITIATION OF SMOKE DETECTION IN I pN 1. WHEN HOOD EXHAUST FAN IS STARTED 10330 SW Scholls Ferry RD ELEV_5 ELEVATOR SHAFT OR MACHINE ROOM. THEN START HP-7. Tigard, OR 97223 0 16 2 �W 1 18 CONNECT TO F.A. SYSTEM FOR MONITORING OF CONTROL �"— —� 2. WHEN HOOD EXHAUST FAN(S) ARE STOPPED POWER. THEN HP-7 MAY STOP. INCOMMING 3. WHEN HOOD FIRE SUPPRESSION SYSTEM IS ,.-'''�`� 19 PROVIDE ADDRESSABLE F.A. CONTROL RELAY AND WIRING TO FEEDER ACTIVATED THEN SHUT OFF HP-7 . QED PROFS 3 SP-1 ELEV-1,3. ELEVATOR CONTROLLER FOR ELEVATOR ALTERNATE RECALL. AND, TURN OFF•EQUIPMENT UNDER CLASS ��`'��r�GINQ soy SEE WIRING SCHEMATIC. I HOOD, CLOSE GAS SOLENOID VALVES, KEF-1 599 P ELEVATION 1NK3 AND SEND ALARM SIGNAL TO FIRE ALARM SYSTEM. cCq A. 1 HYDRAULIC TYPE ELEVATOR DETAIL 4 HOOD CONTROL AND FIRE SUPPRESSION WIRING DIAGRAM EXPIRES: 12/31/13 ADDRESSABLE FIRE ALARM SYSTEM NO SCALE it11 0 V Z U. u., W Z I• � Z z W 8 o O _ r Y 0 N CNV CNS O) Q N N -2 LY M M V �oaoom O OCCUPANCY SENSOR r m "' "' #18/3 co �t o f C°':30 Nd a Q �cna ' w PHOTOCELL POWER BRANCH CIRCUIT PACK LOAD 3 _ - POWERPACK L NEUTRAL LOCAL SWITCHED 5 DAYLIGHTING CONTROL PHASE A NO SCALE OVERRIDE (OFF) SWITCH TO NEXT REMOTE DETAILS LOCATED IN SAME SENSOR IF REQUIRED SPACE AS LUMINARIES ELECTRICAL PROVIDE ONLY IF INDICATED ON PLANS LOW VOLTAGE CABLE FOR MANUFACTURER REQUIREMENTS 24VDC REMOTE SENSOR 2 OCCUPANCY SENSOR CONTROL DIAGRAM NO SCALE POWER OVERRIDE (OFF) SWITCH LOCATED IN SAME SPACE /r PACK AS LUMINAIRES. PROVIDE ONLY IF SHOWN ON PLANS. NORMAL NORMAL N LIGHTING LIGHTING �— LOAD CIRCUIT UP TO UNSWITCHED i 20 AMPS) a. (277/120) 1 ) ci # Date• Description UL 924 Revisions N LOGIC SWITCH BYPASS March 7,2012 CONTROL DEVICE (UL 924 BLTC—R LOW VOLTAGE SECTION OR APPROVED)10 Date TO NEXT REMOTE CABLE PER i MO ra SENSORS WHERE t-- -- SENSOR - APPLICABLE MANUFACTURER 9 y ii RECOMMENDATIONS Designed B Q 24VDC REMOTE Drawn By _ SENSOR UNSWITCHED BE m EMERGENCY 0 EMERGENCY Y �+ Checked By LOAD REFERENCE ONLY Q) 16082 LIGHTING NOT APPROVED WITH T - } CIRCUIT TO � (277/120) N 10PA PS) HIS PERMIT U) Project Number - J rt• ' ■� T OCCUPANCY SENSOR/SWITCH BYPASS DEVICE E5mOO 3 EMERGENCY LIGHTING RELAY SCHEMATIC Sheet Number Q If this drawing is less than 30"x 42",it has Copyright 2008( NO SCALE been reduced.Scale accordingly. 0. FILE: 031OE500.DWG — E5.00 EDIT: 4/5/2012 1:42 PM BY ANNAS PLOT. 4/5/2012 1:50 PM BY ANNA SANDYS 2011-0310 2011-0310 1 2011-0310 Batte Inverter lllrl/ , 120/2081, 3 Ph., 4 W.; 16.7 KVA with a minimum Available Fault rating of Panel '2P2' 120/208V, 3 Ph., 4 W.; 200A Bus with Main Lug Only Flush Mounted Panel "2POOL" 120/208V, 3 Ph., 4 W.; 200A Bus with Main Lug Only Surface Mou,rted 3167A RMS Ponelboard with a minimum Available Fault rating of 5516A RMS Panelboard with a minimum Available Fault rating of 11033A RMS _ Ckt. Load C.B. Ckt. Load C.B. C.B. Load Ckt. Ckt. Load C.B. C.B. Load - Ckt. No. Description / Location (VA)IType A/Pole Note Ph. No. Description / Location (VA)IType A/Pole Note Ph. Note A/Pole (VA)IType Description / Location No.I No. Description / Location (VA)IType A/Pole Note Ph. Note A/Pole (VA)IType Description / Lccat:on No, I Exit Signs 501 L 20/1 A 1 R- Deck, Restrooms 204, 205, 207 1,260 R 20/1 A 20/1 1,000 G Lunchroom Projector 2 1 Ispace I A ISpace 2 2 Exterior Bollards 6541 L 20/1 13 3 R- President 206 1,080 R 20/1 8 20/1 1,000 G Science Lab Projector 4 3 Space B Space 4 3 Basement EM Lighting 7051 L 20/1 C 5 R- PR 208 1.0801 R 20/1 C 20/1 720 R R- Science Lab 6 5 Space C Space 6 4 Elevator Machine Room Lighting 239; R 20/1 A 7 R- Library Projector 1,000, G 20/1 A 20/1 7201 R R- Science Lab 8 7 Space A Space 8 5 North, NW Exterior Building 6211 L 20/1 8 1 9 R- Library 9001 R 20/1 8 20/1 500' G Science Lab Hood 10 9 Space B Space 10 6 South Exterior Building 7241 L 20/1 C 1 11 R- Computer Lab 5401 R 20/1 C 20/1 7201 R R- Science Lob 12 11 Space C Space 12 7 1st FL Corridors, RRs, Classrm EM Ltg 1,4921 L 20/1 A i3 R- Computer Lab 5401 R 20/1 A 20/1 540' R R- Science Lab 14 13 Space A Space 14 e Kitchen, RR 114, 115 339 L 20/1 B 15 R- Computer Lob 3601 R 20/1 B 20/1 540' R R- Science Lab 16 15 Space B Space is 9 Stair 3 (231) 354 L 20/1 C V R- Computer Lob 3601 R 20/1 C 20/1 1,000 G Meeting Projector in 17 Space C Space 18 10 Pool EM Lighting West 875 L 20/1 A 19 R- Computer Lab 360 R 20/1 A 20/1 1,260 R R- Meeting, Workroom 20 19 Space A Space 20 tl Pool EM Lighting East 1,1251 1_ 1 20/1 B 21 R- Computer Lob Projector 1,000 G -20/1 8 20/1 1,000 G Workroom Projector 22 21 Space B I ISpace 22 12 2nd FL Corridors, Lunchroom 914 L 1 20/1 C 23 R- Computer Lab Floor 360 R 20/1 C 20/1 1,080 R R- Workroom 24 23 Space C ISpace 24 MET 13 2nd FL Corridors, Classrooms 1,034 L 20/1 A 25 R- Computer Lab Floor 360 R 20/1 A 20/1 1,000 G Classroom 2 Projector 26 25 Space A Space 26 14 Spare 20/1 8 27 R- Computer Lab Floor 3601 R 20/1 8 20/1 1,0001 G Classroom 3 Projector 28 27 Space B Space 28 15Multipurpose 109 661, L 20/1 C 29 R- Computer Lab Floor 3601 R 20/1 C 20/1 1,080 R R- Classroom 3, 4 30 29 Space C Space 30 Communit 16 ISpare 20/1 1 A 31 R- Computer Lab Floor 360 R 20/1 A 20/1 1,000 G ICIassroom 4 Projector 32 31 Space A Space 32 y Total Connected Load:Ph. A 3,690 VA 31 Amps Panel Connected Load: 9.8 KVA 27.2 Amps 33 R- Computer Lab Floor 360 R 20/1 8 20/1 900 R R- Classroom 1, 2, 3, 4 West Wall 34 33 Space B Space 34 Total Connected Load:Ph. B 2.739 VA 23 Amps Sub-Fed Connected Load: 0.0 KVA 0.0 Amps 35 R- RR 221, 222, 224 720 R 20/1 C 20/1 1,000 G Classroom 5 Projector 36 35 Space C Space 36 Center Total Connected Load:Ph. C 3.358 VA 28 Amps Tatd no w,Md Load KVA 33.8 A�� 37 Data Closet 360` R 20/1 A 20/1 . 900 R R- Classroom 5 38 37 Space A Space 38 39 Data Closet 3601 R 20/1 a 20/1 1,000 G Classroom 6 Projector 40 39 Space B Space 40 10330 SW Scholls Ferry RD 41 R- Science Lab Front 5401 R 20/1 C 20/1 1,080 R R- Classroom 6, 7 42 41 ISpace C Space 42 Tigard, OR 97223 43 Classroom 7 Projector 1,000. G 20/1 A 20 1 Spare Total Connected Load:Ph. A 0 VA 0 Amps Panel Connected Load: 0.0 KVA 0,0 Amps 45 R- Classroom 7, Art Studio 1,260 R 20/1 8 20/1 540 R R- Art Studio 46 Total Connected Load:Ph. B 0 VA 0 Amps Sub-Fed Connected Load: 0.0 KVA 0.0 Amps 47 Spare 20/1 C 20/1 1,000 G Art Studio Projector 48 i 49 Spare 20 j1 A 20/1 Spare Total Connected Load:Ph. C 0 VA o Amps Told Demand Load: 0.0 KVA 0.0 A� i Q 51 Spare 20/1 B 20/1 Spare 52 - 53 Spare 20/1 C 20/1 ISpare 54 Total Connected Load:Ph. A 11,660 VA 97 Amps Panel Connected Load: 35.5 KVA 98.5 Amps Outreach Total Connected Load:Ph. B 12,160 VA 101 Amps Sub-Fed Connected Load: 0.0 KVA 0.0 Amps J Education Recreation Total Connected Load:Ph. C 11,640 VA 97 Amps Tate)Demand Load 29.5 KVA 81.9 Amps Mwslim Euwcatio»al Trust Muslim 2011-0310 2011-0310 2011-0310 Educational 120/208V, 3 Ph., 4 W.; 200A Bus with Main LugOnlySur-face Mounted s 120 2081, 3 Ph., 4 W.; 200A Bus with Main Lu OnlySurface Mounted a 120/208V. 3 Ph., 4 W.; 100A Bus with Main Lu OnlySurface Mounted Panel 2L1 Ponelboard with a minimum Available Fault rating of 1rfg 573A RMS Panel 'M' Panelboard with a minimum Available Fault rating of 1 g 573A RMS Panel ELE1/ Panelboard with a minimum Available Fault rating of 653A RMS Ckt. Load C.B. C.B. Load Ckt. Ckt. Load C.B. C.B. Load Ckt. Ckt. Load C.B. C.B. Load Ckt. Trus` No, Description / Location (VA)IType A/Pole Note Ph. Note A/Pole (VA)IType Description / Location No.I No. Description / Location (VA)IType A/Pole Note Ph. Note A/Pole (VA)rype Description / Location No. I No. Description / Location (VA)IType A/Pole Note Ph. Note A/Pole (VA)IType Description j Location No. 10330 SW Scholls Ferry RD 1 Basement Lighting 885j L 20/1 A 20/1 560 L Exterior Pole Lighting Main 2 1 HP-2 3,652 M 50/2 A 20/1 696 M Exterior Check Vault Sump Pump 2 1 Elevator Car Lights 200 L 20/1 1 A 1 20/1 Spore 2 Tigard, OR 97223 3 Exercise, RR/Shwr, Strg 105, Unisex 8641 L 20/1 8 20/1 720 L Exterior Pole Lighting Auxiliary 4 3 --- 3,652 M - 8 15/1 274 M EF-2.3 4 3 Elevator HVAC 500 M 20/1 1 B 1 20/1 Spare 4 5 Museum Track Lighting 600, L 20/1 C 20/2 525 L Exterior Wall Wash Lighting a 5 HP-3 5,309 M 60/3 C 20/1 720 R R- Roof Equipment 6 5 Pit Lighting, Receptacle 484 R 20/1 1 C 1 20/1 Spare 6 7 Spare 20/1 A - 525 L --- 8 7 --- 5,309 M - A 20/1 831 M DBF-1 8 Total Connected Load:Ph. A 200 VA 2 Amps Panel Connected Load: 1.2 KVA 3.3 Amps 9 1 st FL Corrdors, Lobby 534 L 20/1 B 20/1 504 L 1Ext. Canopy, Entry Ltg, 2ed FL Decks 10 9 --- 5,3091 M - 1 8 20/1 1,2001 M Dome Motorized Shades 10Total Connected Load•Ph. B 500 VA 4 Amps Sub-Fed Connected Load: 0.0 KVA 0,0 Amps ED PROF 11 Storage 116, 117, Kitchen 812 L 20/1 C 20/1 380 L Exterior Kalwall Structure 12 11 CU-1 1,027 M 15/3 C 20/1 1,200 M Dome Motorized Shades 12 N '5. �`rS 13 RR 114, 115 1,003 L 20/1 A 20/1 1,200 L Exterior Dome Lighting 44 Is --- 1,027 M - A 20/1 1,080 M MP 109 Blackout Shades, Skylight Total Connected Load:Ph. C 484 VA 4 Amps Told Derrwndd Load: 1.4 KVA 3.8�� �� G1NF �p S Is ht Sh. 14 W� � F,Q y9 15 Lounge, Admin, Princ., Workroom, RR 1,278 L 20/1 B 20/1 1,000 L Interior Dome Lighting 16 15 --- 1,027 M - B 20/1 1,200 M Multipurpose 201 Shades 16 Notes: 599 PE r V Counseling, Classrooms 1-5 900 L 20/1 C 20/1 Spare 18 V CU-2 1,4401 M 25/3 C 30/2 2,400 H Corridor 108 Dryer 18 1.Provide handle lockoff circuit breaker. 19 Kindergarten, Preschool, RR 129 1.1281 L 20/1 A 20/1 75 L Multipurpose 109 In-grade Lighting 20 19 --- 1,440 M - A 2,400 H --- 20 21 Pool Lighting NW 698 L 20/1 B 20/1 777 L Multipurpose 109 Downlighting 22 21 --- 1,440 M - B 20/1 1,250 M Corridor 108 Washing Machine 22 �E`� 1 F R.8 23 Pool Lighting SW - 757 L 20/1 C 20/1 826 L Multipurpose 109 High Bay East 24 23 Motorized Entry Doors 600{ M 20/1 C 20/1 864 M SP-1 24 CCA A. 25 Pool Lighting NE 698 L 20/1 A 20/1 944. L Multipurpose 109 High Bay East 25 25 Motorized Multipurpose 109 Doors 600 M 20/1 A 20/1 Spare 28 27 Pool L.ighitng SE 757 L 20/1 B 20/1 826 L Multipurpose 109 High Bay West 28 27 Motorized Roll Down Curtain Dividers 1,656 M 20/1 B 20/1 1,248 M Groundwater Pump 28 EXPIRES: 12/31/13 29 Multipurpose 201 1,148 L 20/1 C 20/1 Spare 30 29 Motorized Roll Down Curtain Dividers 1,656 M 20/1 C 20/1 1,248 M Groundwater Pump 3Q 31 2nd FL Corridors- 1,1671 L 20/1 A 20/1 944 L Multipurpose 109 High Bay West 32 31 Mot. BB Backstop, Proj. Lifts / Scns 1,200 M 20/1 A 20/1 300 C Groundwater Pump Controller 32 -- 33 President Office. 2nd FL RRs, PR 1,146 L 20/1 8 20/1 900 R R- Site Poles 34 33 Pump House 1,800 M 30/2 8 20/1 200 M Multipurpose 201 Projection Screen 34 W c� 35 Lunchroom 15080 L 20/1 C 20/1 720 R R- Site Poles 36 35 --- 1,800 M - C Space 36 U z 37 Science Lob, Mtg, Workrm. Class 2-4 1,100 L 20/1 A 20/1 720 R R- Site Poles 38 37 SE--1 900 M 15/3 A Space 38 Q 39 221/222/224, Class 5-7, Studio/Data 1,189 L 20/1 B 20/1 Spare 40 39 --- 900' M - 8 Space 40 LU 41 Library, Computer Lab 1,068. L 20/1 C 20/1 Spare 42 41 --- 900 M - C Space 42 W z 43 Spare 20/1 A 20/1 Spare 44 Total Connected Load:Ph. A 18.687 VA 156 Amps Panel Connected Load: 59.0 KVA 163.9 Amps F 45 Spare 20/1 8 20/1 Spare 46 Total Connected Load:Ph. B 21.156 VA 176 Amps Sub-Fed Connected Load: 0.0 KVA 0.0 Amps Z z 47 Spare 20/1 C 20/1 Spare 48 Total Connected Load:Ph. C 19,164 VA 160 Amps Totd Dan■nd Load 63.1 KVA 175.2 Amps W 49 Spare 20/1 A 20/1 Spare 5o 111 E 51 Spare 20/1 B 20/1 Spare 52 53 Spare 20/1 C 20/1 Spare 54 T -r M - 3 fD N Total Connected Load:Ph. A 10,949 VA g 1 Amps Panel Connected Load: 31.0 KVA 86.0 Amps N N cQ Total Connected Load:Ph. B 11,193 VA 93 Amps Sub-Fed Connected`Load: 0.0 KVA 0.0 Amps o ¢ 0 N N N L -2 1r CO M Total Connected Load:Ph. C 8.816 VA 73 Amps Total Demand I as 38.1 KVA 105.9� o 0 0 M °W. o o M o w �d a v r-a)a 2011-0310 2011-0310 In NEMA 1 enclosure and 120/208V, 3 Ph., 4 W.; 200A Bus with Main Lu OnlySurface Mounted + 120/208V, 3 Ph., 4 W.; 400A Bus with Main Lu OnlyFlush Mounted • �+ - Panel 2P1 Section 1 Panelboard with a minimum Available Fault ratingof1573A RMS Panel 2M2 Panelboard with a minimum Available Fault ratingof1033A RMS Lighting Control Panel Surface Mounted Ckt. Load C.B. C.B. Load Ckt. Ckt. Load C.B. C.B. Load Ckt. RelayCircuit Description Control Notes No. Description / Location (VA)IType A/Pole Note Ph. Note A/Pole (VA)[Type Description J Location No. No. Description j Location (VA)tType A/Pole Note Ph. Note A/Pole (VA)[Type Description j Location No. 12L1-2. PARKING LIGHTING PC ON, PC OFF 1 Basement Convenience Receptacles 1,080 R 20/1 A 20/1 360 R Data Room Receptacles 2 1 HP-4 9,965 M 110/3 A 20/1 80 M EF-1 2 221_1-10. EXTERIOR ENTRY CANOPY LIGHTING PC ON, PC OFF 3 R- Multipurpose 201 1,080 R 20/1 8 20/1 3601 R Data Room Receptacles 4 3 --- 9,965 M - 8 20/1 1,100 M Lunchroom 119 Shades. Proj. Lift 4 3 SPARE 5 R- Multipurpose 201 900 R 20/1 C 20/1 360 R Data Room Receptacles 6 5 --- 9,965 M - C 20/1 1,080 R R- Roof Equipment 6 4 SPARE 7 R- Multipurpose 201 Projector 1,000 G 20/1 A 20/1 360' R Data Room Receptacles e 7 HP-6 9,965 M 110/3 A 20/1 1,524 K Coffee Pots President's Vestibule 8 5 21_1-4. AUXILIARY PARKING LIGHTING PC ON, TC OFF 9 R- Multipurpose 201 Quad 360 R 20/1 B 20/1 360 R Data Rack 10 9 --- 9.965 M - 8 20/1 1.524 K Coffee Pots President's Vestibule 10 6 SPARE 11 R- Pool 102, Storage 105 900 R 20/1 C 20/1 360 R Data Rack 12 11 --- 9,965 M - C 20/1 1,524 K Coffee Pots Workroom 12 ? SPARE 13 R- Men's Shower 104 180 R 20/1 A 20/1 3601 R R- Exercise 106 Wall 14 13 HP-7 9,149. M 100/3 A 20/1 1,524 K Coffee Pots Workroom 14 8 SPARE 15 R- Women's Shower 103 180 R 20/1 B 20/1 540 R R- Exercise 106 Wall 16 15 --- 9.149 M - 8 20/1 696 M EF-4 '1 9 21_1-6. EXTERIOR IN-GRADE WALLWASH PC ON, TC OFF 17 R- Men's Shower 104 180 R 20/1 C 20/1 540 R R- Corridor 108, RR 107, Exterior 18 V --- 9.149; M - C 20/1 480 M Library Motorized Shades i6 10 2L1-12. KALWALL STRUCTURE PC ON, TC OFF 19 R- Women's Shower 103 180 R 20/1 A 20/1 360 R R- Reception Desk 2D 19 HP-8 3.652 M 50/2 A Space 11 SPARE 21 Exercise 106 FL Box 360 R 20/1 B 20/1 900 R R- Museum 101 22 21 --- 3,652' M - B Space 22 12 SPARE 23 Exercise 106 FL Box 360 R 20/1 C 20/1 720 R R- Museum 101 24 23 HRV-1 4,560 M 60/3 C Space 24 TC ON TC OFF W OV 25 Exercise 106 FL Box 360 R 20/1 A 20/1 900 R R- Multipurpose 109, Exterior 26 25 --- 4,560 M - A Space 26 1321_1-16. INTERIOR DOME LIGHTING / 27 Exercise 106 FL Box 360 R 20/1 B 20/1 720 R R- Multipurpose 109 28 27 --- 4,560' M - 8 Space 28 1420-14. EXTERIOR DOME LIGHTING TC ON, TC OFF W/ OV PANEL L 29 Exercise 106 FL Box 360. R 20/1 C 20/1 900 G Multipurpose 109 Scoreboard 30 29 Space C Space 30 15 21_1-20. INTERIOR IN-GRADE LIGHTING RM 109 TC ON, TC OFF C H E D U L E S 31 Exercise 106 FL Box 360 R 20/1 A 20/1 720 R R- Multipurpose 109 32 31 Space A Space 32 16 SPARE 33 Exercise 106 FL Box 360 R 20/1 B 20/1 Spare 34 33 Space a Space 34 17 21_1-22. MULTIPURPOSE 109 LS ON, LS OFF ELECTRICAL 35 Exercise 106 FL Box 360 R 20/1 C 20/1 Spare 38 35 Space C Space 35 18 2L1-24. MULTIPURPOSE 109 LS ON, LS OFF 37 Exercise 106 FL Box 360 R 20/1 A 20/1 Spare 3e 37 Space A Space 38 19 2L1-26. MULTIPURPOSE 109 LS ON, LS OFF 39 Exercise 106 FL Box 360 R 20/1 B 20/1 Spare 40 39 Space B Space 40 20 21_1-28. MULTIPURPOSE 109 LS ON, LS OFF 4i Exercise 106 Televisions 360 R 20/1 C 20/1 Spare 42 41 Space C Space 42 2121_1-32. MULTIPURPOSE 109 , LS ON, LS OFF Total Connected Load:Ph. A 15,080 VA 126 Amps Panel Connected Load: 18.8 KVA 52.3 Amps Total Connected Load:Ph. A 40,419 VA 337 Amps Panel Connected Load: 117.8 KVA 327.1 Amps 22 SPARE Total Connected Load:Ph. B 13,340 VA 111 Amps Sub-Fed Connected Load: 24.8 KVA 68.8 Amps Total Connected Load:Ph. B 40,611 VA 338 Amps Sub-Fed Connected Load: 0.0 KVA 0.0 Amps 23 SPARE Total Connected Lood:Ph. C 15,160 VA 126 Amps Total Demand Load: 32.7 KVA 90.9 AnVe Total Connected Load:Ph. C 36,723 VA 306 Amps Total Demand Load: 124.0 KVA 344.5 Amps 24 SPARE Accessories: 251NV-15. MULTIPURPOSE 109 LS ON, LS OFF Provide Feed-Thru Lugs 26 SPARE 27 SPARE 28 SPARE 29 INV-2. EXTERIOR BOLLARD LIGHTING. PC ON. PC OFF. 301NV-5. EXTERIOR BUILDING LIGHTING PC ON, PC OFF. 31 INV-6 EXTERIOR BUILDING LIGHTING PC ON, PC OFF. 32 SPARE Inputs: PC, BAS. DL. LS, OV Abbreviations: 2011-0310 2011-0310 TC Timeclock 120/208V, 3 Ph., 4 W.; 200A Bus with Main Lu OnlySurface Mounted > > 120/208V. 3 Ph., 4 W.; 400A Bus with Main Lu Only Flush Mounted PC Photocell Panel 2P1 Section 2 Panelboard with a minimum Available Fault ratingof1150A RMS Panel 2K1 Panelboard with a minimum Available Fault ratingof9870A RMS DL Photocell Sensor in Multipurpose 109 LS Low Voltage Scene Control Switches in Multipurpose 109 Ckt. Load C.B. C.B. Load Ckt. Ckt. Load C.B. C.B. Load Ckt. OV Override Switch No. Description / Location (VA)IType A/Pole Note Ph. Note A/Pole (VA)[Type Description / Location No. No, Description / Location (VA)[Type A/Pole Note Ph. Note A/Pole (VA)IType Description j Location No, toll-o3to 43 R- Lunchroom 119, Admin 121 720 R 20/1 A 20/1 360' R R- Data 134 44 1 3- Warewasher 1,368E K 20/1 A 150/3 13,200 K 10- Oven Steamer 2 45 R- Lunchroom 119, Admin 121 540 R 20/1 B 20/1 360 R R- Data 134 46 3 7- Freezer, Reach-in 1,500 M 20 1 B - 13,200 K --- 4 47 R- Admin 121, Classroom 122 900 R 20/1 C 20/1 1,080 R R- RR 132, 133, Ext., Corridor 127 48 5 8- Walk-in Cooler 1.260 M 20/1 C - 13.200 K --- 8 49 R- Admin 121, Classroom 122 540 R 20/1 A 20/1 540 R R- Kindergarten 128 50 7 Walk-in Cooler Condensing Unit 811 M 15/2 A *Space for Shunt Trip $ 5t Classroom 122 Projector 1,000 G 20/1 B 20/1 540 R R- Kindergarten 128, RR 129 52 9 --- 811' M - 8 20/1 1,128 K 31- Coffee Grinder 10 53 Classroom 123 Projector 1,0001 G 20/1 C 20/1 720' R R- Kindergarten 128 54 11 9- Hood Lights 200 L 20/1 C 20/1 1,524 K 32- Coffee Maker 12 55 R- Classroom 123, Classroom 124 720 R 20/1 A 20/1 724, R R- Pre-School 130 56 13 *Space for Shunt Trip A 20/1 1.428 K 33- Ice Maker # PANEL SCHEDULES g 57 R- Classroom 123, Classroom 124 720 R 20/1 B 20/1 900 R R- Pre-School .130 58 15 Fire Suppression System 200 C 20/1 8 20/1 480 M 34- Refrigerator 16 a 59 Classroom 124 Projector 1,000 G 20/1 C 20/1 1,000 G Kindergarten 128 Projector 60 17 14- Under Counter Refrigerator 480 M 20/1 C 20/1 480 M 36- Refrigerator 18 v 0 61 Classroom 125 Projector 1,000 G 20/1 A 20/1 1,000 G Pre-School 130 Projector 62 19 15A- Rice Cooker 1,704 K 20/1 A 20/1 360 R R- Kitchen, Exterior Convenience 20 INV 2P2 2POOL # Date Description 63 R- Classroom 125. Classroom 126 720 R 20/1 8 20/1 Spare 64 21 156- Rice Cooker 1,704 K 20/1 8 20/1 720 R R- N Lunchroom Conv. 114, 115 22 co ♦ Revisions 65 R- Classroom 125, Classroom 126 1,080 R 20/1 C 20/1 Spare 68 23 Coffee Maker 1.524 K 20/1 C 20/1 200 M Lunchroom Motorized Proj. Screen 24 21_1 2M 1 ELEV cw 67 Classroom 126 Projector 1,000 G 20/1 A 20/1 Spare 68 25 Tea Urn 900 K 20/1 A 20/1 960 G CP-1, WH-1, WH-2 26 March 7,2012 N 69 R- Admin 138 900 R 20/1 B 20/1 Spare 70 27 18- Hot Food Table 1.498 H 20/2 B 20/1 180 R R- Roof Equipment Maintenance 2$ �+ �^+ r� Date to 71 R- Admin 138 720 R 20/1 C 20/1 Spare 72 29 .--- 1,498 H - C 20/1 360 R Lounge Wall Receptacles 30 2P1 SECT 1 2M2 LCP1 73 R- Principal 137 900 R 20/1 A 20/1 Spare 74 31 23- Mixer 1,919' K 20/1 A 20/1 360 R Lounge Storage Wall Receptacles 32 2P1 SECT 2 2K1 MO a 75 R- Workroom 135 720 R 20/1 B 20/1 Spare 76 33 Convenience Counter Top Receptacles 540 R 20/1 B 20/1 180 R Lounge Wall Receptacles 34 Designed By ° 77 Workroom 135 Projector 1,000 G 20/1 C 20/1 Spare 78 35 28- Coffee Grinder 360 K 20/1 C 20/1 180 R Lounge Wall Receptacles 36 n- QB 79 Multipurpose 109 Projector 1,000 G 20/1 A 20/1 Spare 80 37 29- Espresso Machine 1,456 K 20/2 A 20/1 360 R Lounge Wall Receptacles 38 �+ 81 Multipurpose 109 Projector 1,000 G 20/1 8 20/1 Spare 82 39 --- 1,456 K - B 20/1 180 R Lounge Wall Receptacles 40 Drawn By 83 Storage 117 AV Cabinet 360 R 20/1 C 20/1 Spare 84 41 KEF-1 552 M 15/3 C 20/1 180 R Workroom 135 Counter 42 BE rn 43 --- 552 M - A 20/1 1,200 K Workroom 135 Dishwasher 44 Total Connected Load:Ph. A 8,500 VA 71 Amps Panel Connected Load: 24.8 KVA 68.8 Amps / 4-J Checked By a 45 --- 552 M - B 20/1 1,524 K Workroom 135 Coffee Pots 46 ^♦ Total Connected Load:Ph. B 7,400 VA 62 Ames Sub-Fed Connected Load: 0.0 KVA 0.0 Ames 47 EWH-1 1,500 H 20/1 C 20/1 1,524 K Workroom 135 Coffee Pots 48 W 16082 Total Connected Load:Ph. C 8,860 VA 74 Ames ToW Darwid Lots# Refer to Section 1 49 Spare 20 1 A 20 1 1 500: K Workroom 135 Microwave 50 �' �' (� Y 1 U) 51 Spare 20/1 B 20/1 1.500 K Workroom 135 Microwave 52 Project Number 53 Spare 20/1 C 20/1 900 M Workroom 135 Refrigerator 54 NOT APPROVED WITH THI5 PERMIT 0 55 Spare 20/1 A Space • r 57 Spare 20/1 B Space 56 E6mOO a� +�,�$ Spare 2011 C Space ep L Sheet Number Total Connected Load:Ph. A 28,078 VA 234 Amps Panel Connected Load: 81.4 KVA 226.0 Amps , ^ Copyright 20080 d � if this drawing is less than 30"x 42g,it has Total Connected Load:Ph. B 27,353 VA 228 Amps Sub-Fed Connected Load: 0.0 KVA 0.0 Amps been reduced.Scale accordingly. Tota! Connected Load:Ph. C 25,922 VA 216 AmPs Tata)DenwW Load` 59.7 KVA 165.8 A"" n FILE: 031OE600.DWG - E6.00 EDIT: 4/4/2012 9:28 AM BY MARKO PLOT: 4/5/2012 1:51 PM BY ANNA SANDYS 3 Q SHEET KEYNOTES ,, PROVIDE INTEGRAL SURGE LIGHTING PROTECTIVE DEVICE 1 PROVIDE 3-1/2 INCH HIGH CONCRETE HOUSEKEEPING PAD UNDER CONTROL SWITCHBOARD. PANEL 2 CURRENT TRANSFORMER/TERMINAL CABINET PLR POWER COMPAyl'J= 'LCP1' Q DHU-1 REQUIREMENTS. ` .SDP SDP ELEVATOR HP-1 HP-5 HEAT 3 PROVIDE INTEGRAL VOLTAGE BARRIER BETWEEN NORMAL AND LIFE _ 25HP � (ED ELEMENT . PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL SAFETY CIRCUITS. 21_1 2P1 2P1 2P2 ;2M1 2M2 2K1 '2POOL' 'ELEV' 4 PROVIDE FEED—THRU LUG. BATTERY 0 INVERTER 0 5 VERIFY ELEVATOR ELECTRICAL REQUIREMENTS PRIOR TO ROUGH—IN. 'INV' SECT 1 SECT 2 1 1253 5.00 F F F F 6 SECONDARY FEEDER CONDUITS TERMINATE WITH 6" TERMIDUCT AT WP WP WP WP TRANSFORMER VAULT. PROVIDE REDUCERS TO RUN 5" CONDUITS OR 2004 USE 6" CONDUITS. PROVIDE 60" RADIUS ELBOW. 20OAS 150A DUAL 404 1503 1503 803 1753 7 PROVIDE PANEL. BREAKERS AND CONNECTION TO POOL EQUIPMENT, ELEMENT FUSES, DISCONNECTS, EMERGENCY SHUT—DOWN DISCONNECTS, POOL LIGHTING MET BUSSMANN POWER AND CIRCUIT BREAKERS BY OTHERS. COORDINATE WITH POOL MODULE SWITCH CONTRACTOR PRIOR TO PANEL SUBMITTAL. PROVIDE INTEGRAL 604 2004 2004 2004 2004 4004 4004 2004 12531 1 11 1 1 U n It METER BASE PER SURGE PROTECTIVE POWER COMPANY DEVICE REQUIREMENTS . CURRENT NEMA 3R Center POWER M TRANSF. Fr. MAIN—DISTRIBUTION SWITCHBOARD (2MDS) 10330 SW Scholls Ferry RD COMPANY CABINET 1208Y/120 VOLT, 3 PHASE, 4 WIRE Tigard, OR 97223 AVAILABLE FAULT DUTY 34,727A TRANSFORMER Q SDP - 2000A 400A 200A 200A CONCRETE 1-1/2"C• WITH-/ 3P 60A 200A 200A }200A 200A 400A 400A 200A 200A 200A 175A )150A )125A 175A SPACE SPACE SPACE PAD/VAULT PER PULL WIRE — — 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P 3P i 0 POWER COMPANY O — NEUT. BUS 2000A BUS REQUIREMENTS TERMINAL FEEDER H a ._CABINET ' ® '— GROUND BUS • 4 wn• ►a•• •• rr••f +r• .ar• r a•• r• t �'A• .•p p• L:a•. •r .a �,. •• .•. Ke (nRecreation PLAN SEE SITE 2000C 1 _..,..._ #3/0 BARE COPPER - A, C, S, X A = Aluminum 6 C = Conduit only Mwslir» ESwcatiu»a1 Trust #3/0 S = Service secondary • BARE COPPER TO X = Separately derived system Muslim n1 TERMINALTELEPHONE 404 4 #8 CU, 1 #10 CU GND.', IN 3/4" C. Educational BOARD Trust St z k tS� 604 4 #4 CU, 1 #10 CU GND., IN 1-1/4" C. COLD 10'-0" BUILDIN MINIMUM OF THREE WATER GROUND STEEL 20FT., 1/2" DIAMETER 10330 SW Scholls Ferry RD PIPE RODS AT 0J, MINIMUM REBAR IN 803 3 #2 CU, 1 #8 CU GND., IN 1-1/4" C. Tigard, OR 97223 20'-0"C/C y CONCRETE FOOTING/ FOUNDATION 1253 3 #1 CU, 1 #6 CU GND., IN 1-114n C. Poo( JeCK �REd PROF£s a"c! 1 ONE—LINE RISER DIAGRAM ELECTRICAL CE3 #1/0 CU, 1 #6 CU GND., IN ,-1 j2" C. w�,�`'���GtNEF 599 6P rr NO SCALE ,�one ✓►G1 1753 3 #2/0 CU, 1 #6 CU GND., IN 2" C. +0�c a s ¢� ' �'� �F��*1R 8,Z�q�o¢�. 2004 4 #3/0 CU, 1 #6 CU GND., IN 2" C. c44 A• C EXPIRES: 12731/13� GH) 2 SETS OF (4 #3/0 CU, 1 #2 CU GND., IN 2" C.) W 0 2000C SIX 5" DIAMETER EMPTY CONDUIT WITH PULL CORD U z 4 O LL W IC L W Z I— c� ZZ — W Cb M O 1 L > N N NCo ID C N -2 a' cinc �Upp O O vi M C O O y - LOAD SUMMARY AT .15 y{ U O-W co 9 W eL Switchboard TMDS' TOTAL FACTOR TOTAL LOAD LOAD DESCRIPTION UNITS CONNECTED DEMAND DEMAND TYPE V LOAD LOAD G General (Non—Continuous) KVA 26.36 100% 26.36 L Lighting KVA 38.18 125% 47.72 R Receptacles — to 10 KVA KVA 10.00 100% 10.00 over 10 KVA KVA 52.10 50% 26.05 K lKitChen KVA 69.42 65% 45.12 H Heating KVA 55.96 100% 55.96 M Motors KVA 261.95 100% 261.95 LM Largest Motor KVA 42.54 125% 53.17 WH Water Heater KVA 1 0.00 1 125% 0.00 C Continuous General Load KVA 1 0.50 125% 0.63 TOTAL LOADS (208V, 3 Phase): KVA 557.0 527.0 AMPS 1,546.1 1,462.7 ONE-LINE DIAGRAM ELECTRICAL C CD # Date Description cv • Revisions o March 7,2012 N - ate ai MO o - Designed By 0 a- OB Drawn By a BE rn 4—J Checked By a C REFERENCE ONL lsosz NOT AP THIS Project Number o 4-1 E7mOO ai L� Sheet Number LL ight Q If this drawing is less than 30'x 42*,ft has U been reduced.Scale accordingly. FILE: 031OE700.DWG - E7.00 EDIT: 4/5/2012 1:47 PM BY ANNAS PLOT: 4/5/2012 1:51 PM BY ANNA SANDYS C TECHNOLOGY SYMBOL LIST _ - GENERAL TECHNOLOGY NOTES NOTE: This is a standard symbol list and not all items listed may be used. A. COMMUNICATIONS RACEWAYS, TRAYS, AND OUTLETS ARE SHOWN DIAGRAMMATICALLY. LOCATIONS ARE APPROXIMATE UNLESS SPECIFICALLY SOUND SYSTEM LOUDSPEAKER DIMENSIONED. FIELD COORDINATE ALL WORK WITH OTHER TRADES. Abbreviations Reference Symbols B. CONSTRUCTION DETAILS SHOW TYPICAL INSTALLATION, UON, AND APPLY TO (E) EXISTING SURFACE MOUNTED AUDIO REINFORCEMENT SPEAKER ON WALL 1 DETAIL NUMBER AND SHEET LOCATION ALL COMMUNICATIONS WORK INCLUDED IN THE SUMMARY OF WORK FOR THIS MET XXX PACKAGE EVEN THOUGH NOT SPECIFICALLY REFERENCED ON THE PLAN DRAWINGS. AEF ABOVE FINISHED FLOOR O � M MICROPHONE JACK WITH 1"C TO ACCESSIBLE CEILING SPACE AND KEYED -NOTES C. THE TECHNOLOGY DRAWINGS ARE PART OF A LARGER SET OF DRAWINGSCommunityANMW GEL-FILLED UNDERGROUND CABLE AUDIO CABLE TO AUDIO-VIDEO EQUIPMENT CABINET WHICH, WHEN COMPLETE, CONSISTS OF DRAWINGS LISTED BY THE "INDEX OF A SECTION NUMBER AND SHEET LOCATION DRAWINGS." PARTIAL SETS OF DRAWINGS NOT INCLUSIVE OF ALL DISCIPLINES AV AUDIO VISUAL XXX ARE INCOMPLETE AND SHOULD NOT BE DISTRIBUTED OR UTILIZED. Center C CONDUIT D. INSTALL PULLSTRINGS IN ALL CONDUITS AT THE TIME OF CONDUIT AND CABLE 10330 SW Scholls Ferry RD Electronic SecllrltY INSTALLATION. Tigard, OR 97223 CAT CATEGORY Telecommunications Tigard, COORDINATE ALL DOOR ACCESS CONTROL FUNCTIONS WITH ADA DOOR CEILING MOUNTED MOTION DETECTION SENSOR ACTUATOR FUNCTION SUCH THAT DOOR MOTOR WILL NOT OPERATE WITHOUT CATV CABLE TELEVISION D AUDIO-VIDEO OUTLET WITH HDMI, VGA, AND 3.5mm AUDIO JACKS PRIOR VALID CARD READ DURING SECURE MODE OPERATION. Q D DOOR POSITION SWITCH/CONTACT WITH 3/4" C TO ACCESSIBLE IN DOUBLE-GANG DEEP BOX, AND 1-1/4" CONDUIT TO ! Q CB CIRCUIT BREAKER CEILING SPACE ACCESSIBLE CEILING SPACE. F. REFER TO ELECTRICAL SITE PLAN FOR TECHNOLOGY SITE REQUIREMENTS. Q U C=CEILING-MOUNTED CFCI CONTRACTOR FURNISHED CONTRACTOR INSTALLED a ELECTRIC LATCH CONNECTION WITH 3/4-- C TO ACCESSIBLE A=ABOVE COUNTER outreach CEILING SPACE Education Recreation CFOI CONTRACTOR FURNISHED OWNER INSTALLED T TELEPHONE OUTLET WITH (1) CAT6 CABLE TO NEAREST MDF/)DF ES ELECTRIC STRIKE DOOR LOCKS WITH 3/4" C TO ACCESSIBLE AND 3/4" C. TO ACCESSIBLE CEILING SPACE. INSTALL AT +46" Mwslir» £5ucatio"A Trust COAX COAXIAL CEILING SPACE AFF, UON. EMER CY REQUEST TO EXIT DEVICE WITH 3 4" C TO ACCESSIBLE CEILING 0 STANDARD COMMUNICATIONS OUTLET WITH (3) CAT6 CABLE(S) TO Muslim E GEN �a /SPACE NEAREST MDF/IDF AND 1 C. TO ACCESSIBLE CEILING SPACE. Educational EA EACH sc BUILDING VIDEO SURVEILLANCE CAMERA, WITH 1" CONDUIT TO (X)► ALTERNATE COMMUNICATIONS OUTLET (X): Trust FA FIRE ALARM ACCESSIBLE CEILING SPACE (1)CAT6 CABLE TO NEAREST A = ABOVE COUNTER WITH (3) CAT6 CABLE(S) TO 1 rus` MDF/IDF. NEAREST MDF/IDF AND 1"C. TO ACCESSIBLE CEILING SPACE. 10330 SW Scholls Ferry RD FACP FIRE ALARM CONTROL PANEL SITE VIDEO SURVEILLANCE CAMERA, WITH (1) 2-STRAND MM, B = WITH (3) CAT6 CABLE(S) AND (2) RG-6 COAX CABLE Tigard, 4R 97223 - FIBER CABLE TO THE MDF. TO NEAREST MDF/IDF AND 1"C. TO ACCESSIBLE CEILING FDU FIBER OPTIC DISTRIBUTION UNIT REFER TO CAMERA SCHEDULE ON SHEET T4"00 SPACE. DOUBLE-GANG ADAPTER PLATE REQUIRED. ❑C WALL MOUNTED ACCESS CONTROL CARD READER WITH 3/4" C C = SINGLE GANG BOX, FLUSH IN CEILING, MOUNTED TO FT FOOT, FEET TO ACCESSIBLE CEILING SPACE TILE BRIDGE WITH (2) CAT6 CABLE(S) TO NEAREST MDF/IDF. D PROF E"= WITH (4) CAT6 CABLE(S) TO NEAREST MDF/IDF AND �,RE FS HH HANDHOLE WALL MOUNTED KEYPAD WITH 3/4" C TO ACCESSIBLE CEILING 1"C. TO ACCESSIBLE CEILING SPACES �GIN F'QSioy� SPACE T = TAMPER RESISTANT WITH (3) CAT6 CABLE(S) TO 599 PE IDF INTERMEDIATE DISTRIBUTION FRAME NEAREST MDF/IDF AND 1"C. TO ACCESSIBLE CEILING SPACE. VIDEO INTERCOM STATION V = OUTLET WITH (1) CAT6 CABLE TO NEAREST MDF/IDF IN INCFOR IP CAMERA. qR H, INCHES _ W= LOCATION FOR FLUSH MOUNT WIRELESS ACCESS POINT IT INFORMATION TECHNOLOGY VIDEO INTERCOM MASTER STATION WITH DOOR RELEASE OUTLET WITH (1) CAT6 CABLE TO NEAREST MDF/1DF AND ccA A. CAPABILITY 1"C. ACCESSIBLE CEILING SPACE, UON. [EXPIRES: 12/31/13 LAN LOCAL AREA NETWORK 0 FLUSH FLOOR COMBINATION COMMUNICATIONS OUTLET WITH (4) LC FIBER OPTIC CONNECTOR UL LISTED, GEL-FILLED CAT6 CABLE(S) TO AND 1" UNDER SLAB W 0 CONDUIT TO NEAREST MDF/IDF, UON. V z LV LOW VOLTAGE Equipment L. W aC w M MOTOR 2-POST EQUIPMENT RACK W Z MDF MAIN DISTRIBUTION FRAME Z z DOUBLE-SIDED VERTICAL WIRE MANAGEMENT - W MISC MISCELLANEOUS �i�-�1_.-� E 8 N/A NOT APPLICABLE MAJOR EQUIPMENT, CABINETS OR PANELS p V c Cl) m NC NORMALLY CLOSED U 2 ,gNN r i ? A N N �Of Q N NO NORMALLY OPEN M �- o 0 Ca o : 04 o tr. M Paging/intercom a W; M W Q C W) LOC NTS NOT TO SCALE W o a a 61 n U1 0. 1- U. OFCI OWNER FURNISHED, CONTRACTOR INSTALLED BUILDING INTERCOM CALL BUTTON WITH 3/4"C. AND PULL STRING TO ACCESSIBLE CEILING SPACE. MOUNT 48" AFF. OF01 OWNER FURNISHED, OWNER INSTALLED FLUSH MOUNTED CEILING SPEAKER OSP OUTSIDE PLANT FLUSH WALL MOUNTED SPEAKER WITH 1"C. TO ACCESSIBLE PBX PRIVATE BRANCH EXCHANGE CEILING SPACE. HEIGHT AS INDICATED. POE POWER OVER ETHERNET SPEAKER VOLUME CONTROL WITH 3/4"C. AND PULL STRING TO ACCESSIBLE CEILING SPACE. MOUNT 48" AFF. PTZ PAN, TILT, ZOOM SURFACE MOUNTED SECONDARY CLOCK. COORDINATE MOUNTING QTY QUANTITY HEIGHT WITH ARCHITECTURAL DRAWINGS. "D" DENOTES DOUBLE SIDED. RFI REQUEST FOR INFORMATION RM ROOM Raceways SC FIBER OP11C CONNECTOR SYMBOLS LIST CABLE RUNWAY, WIDTH AS INDICATED TBB TELECOMMUNICATIONS BONDING BACKBONE AN GENERAL TGB TELECOMMUNICATIONS GROUNDING BUS BAR CONDUIT AND CONDUCTORS ABOVE GRADE NOTES(OTBS TTB TELEPHONE TERMINAL BOARD CONDUIT AND CONDUCTORS BELOW GRADE OR SLAB TECHNOLOGY TYP TYPICAL UON UNLESS OTHERWISE NOTED —� CONDUIT DOWN UPS UNINTERRUPTABLE POWER SUPPLY - CONDUIT SLEEVE W/ WITH ---(� CONDUIT UP W/O WITHOUT W WIRE, WHITE — CONDUIT/WIRING CONTINUATION WAN WIDE AREA NETWORK FLEXIBLE CONDUIT WAO WORK AREA OUTLET ® PULL BOX, UTILITY VAULT 38-TA WAP WIRELESS ACCESS POINT WI-FI WIRELESS FIDELITY FTI TELECOMMUNICATIONS VAULT, UTILITY VAULT 264-TA WP WEATHERPROOF r TELEPHONE BACKBOARD AudioNideo SHEET INDEX CEILING MOUNTED PROJECTOR BRACKET AND PROJECTOR TO.00 SYMBOLS LIST AND GENERAL NOTES - TECHNOLOGY ® FLUSH MOUNTED AUDIO REINFORCEMENT SPEAKER IN CEILING. T2..00 BASEMENT PLAN - TECHNOLOGY T2.01 FIRST FLOOR PLAN - TECHNOLOGY N T2.02 SECOND FLOOR PLAN - TECHNOLOGY # Date Description T3.00 ENLARGED PLANS - TECHNOLOGY Revisions T N March 7, 2012 1, T4.00 DETAILS - TECHNOLOGY Date w DT iu a Designed By _o a _ QS Drawn By BE Cn m REFERENCE ONLY -F-+ Checked By } NOT APPROVED WITH THIS PER"T rV�/ 16082 - °1 V J Project Number v r LL TOmOO o L' Sheet Number Copyright 20080 Q V If this drawing is less than 30"x 421,it has been reduced.Scale accordingly. FILE: 0310TOOO.DWG - TO.00 EDIT: 4/5/2012 1:32 PM BY DUSTINS PLOT: 4/5/2012 2:07 PM BY ANNA SANDYS Q' SHEET KEYNOTES 1 INSTALL_ I" CAT6,CABLE. 'COORDINATE WITH MECHANICAL CONTRACTC-R FOR EXACT. LOCATION. zJ .v} 2 INSTALL (1) CAT6 CABLE. COORDINATE WITH ELECTRICAL CONTRACTOR FOR EXACT LOCATION. 3 INSTALL (1) CAT6 CARL;. COORDINATE WITH ELEVATOR CONTRACTOR FOR EXALT LOCATION. 4 INSTALL (3) 4" CONDUIT INSIDE FURRED WALL TO FIRST FLOOR ACCESSIBLE CEILING SPACE. 5 30"00"x6" J-BOX. MET Community Center 10330 SW Scholls Ferry RD Tigard, OR 97223 Outreach Education Recreation J�{�+slir» £bNcatioii Trust .Muslim Educational Trust 10330 SW Scholls Ferry RD ,---� Tigard, OR 97223 --� ( 21 M.1 � 0 Or R PROre SIP GINE yo 599 PE r ( 20 ) ~~ i r EXPIRES: 12/31/13 LU STORAGE! ' ; Vz IF/t003 / r/. Q CK u. W t t t 99 LU Z ! t / W _ ZZ W MACHIN �J Y ��� 8 V ,! 002 5 m m N NN {73 � ~ 7 CDN � 4 _ / r ¢' ANN m N t AMM m O00 t w Q ay c t / x 1JAN11TOR rl' 2 004 ELECl/ ,l (3) 4"C rr DATA r ,' !` / l ! 7_1 i / M.271 ko /r € f T3.00 BASEMENT € € PLAN TECHNOLOGY g_ POOL EQUI STORAGE oos 007 �� € / i P.1 - _ �, L-------------------J---------------------- 1 € ( 30 ) 1 BASEMENT PLAN - TECHNOLOGY 0 4' 8' 16' - SCALE: 1/8"=V-0" o # - Date Description N CM Revisions N March 7,2012 N Date Ca DT o Designed By 0 a OB rn Drawn By c BE m �� Checked By REFERENCE ONLY 16082 '2 ul NOT APPROVED WITH THIS PERMIT Project Number _ o T2mOO - J - ai L� Sheet Number M U been,re€ght duced.Sc le accordingly. <,( If this drawing is less than 30'x 42"it has FILE: 031OT20O.DWG - T2.00 ( EDIT: 3/2/2012 4:02 PM BY JARODM ( PLOT: 4/5/2012 2:07 PM BY ANNA SANDYS GENERAL SHEET NOTES O SHEET KEYNOTES 6 INSTALL (3) CAT6 AND (2) RG-6 IN THIS LOCATION. 13 16" CLOCK WITH WIRE GUARD. A. RECEPTION, TEACHERS LOUNGE AND ALL OFFICES TO HAVE - 1 15W, FLUSH MOUNTED PAGING HORN WITH WIREGUARD. ' 7 PROJECTORS TO BE ON MOTORIZED LIFT WITH BOTTOM 14 INSTALL, HBGVE_DOUR. PLATE THAT MATCHES CEILING TYPE FOR CONCEALMENT. J ` (1) ANALOG VOICE LINE EACH. 2 SPEAKER BAFFLE TO BE CORROSION RESISTANT. 15 INSTALL RACEWAY ONLY FOR FUTURE TELECOM. TYPICAL B. ALL CABLING IN MULTIPURPOSE ROOM TO BE IN CONDUIT 8 INTERFACE CARD READER WITH POWER ASSISTED DOORS. ALL FLOORBOXES IN EXERCISE 106. CONCEALED TO ACCESSIBLE CEILING SPACE IN KITCHEN 3 EQUIPMENT CABINET FOR MULTI-PURPOSE ROOM g (3) 4" CONDUIT FROM BASEMENT TO ACCESSIBLE CEILING 118 OR LOUNGE 139. AUDIO-VIDEO EQUIPMENT. SPACE. - _C. ALL TELECOM, SECURITY, PAGING AND CAMERA LOCATIONS 4 ROUTE CONDUIT AND CABLE TO AUDIO-VIDEO EQUIPMENT 10 INSTALL 16" CLOCK ABOVE PROJECTION SCREEN. NORTH OF GRIDLINE 20 TO BE IN CONTINUOUS CONDUIT TO CABINET, ACCESSIBLE CEILING SPACE IN LOUNGE 139 OR CORRIDOR 5 SOUND SYSTEM LOUDSPEAKER. COORDINATE HANGING 11 COORDINATE WITH OWNER FOR EXACT LOCATION. 120. REQUIREMENTS AND RIGGING ASSEMBLY WITH 12 16" CLOCK. D. ALL CONDUIT AND CABLE AT CMU WALLS TO BE ROUTED STRUCTURAL. 22 } IN CMU. ALL OUTLET BOXES ARE TO BE RECESSED. EXPOSED CABLING AND/OR CONDUIT IS NOT ACCEPTABLE. o 8 MET � } 3 Community Center 10330 SW Scholls Ferry RD Tigard, OR 97223 M.1 ,`` +1 I I +t44 AFF 1 _ — Outreach i• $ $ ducaho ecreaho. f E a R n +120 AFF +120•AFF f •,!1 1 Muslim EbwAtional Ttwist -0 00 r-~ +144•AFF ( I I +144• A FF _ 4 • 20 ) • slI +120" F +144•AFF STORAGE \ AFF `- 9 C J � 44 AFF B 4 116 I .. - E E E , . Educational \ 3/4"C. 4 1-1/4"C. 4 STORAGE I I I i $I 11 s Trust [AT1 e O 117 • LU,NCH QOM w $ I 10330 SW Scholls Ferry RD I ' 7 11 II rY 6 1 KITCHE 'E j 11 c 10 c C 11 cc B I1 a Tigard, OR 97223 3 118 J c cc cc cc +12o•AFF LL CLARO l I LA�SROOM 2 LL CLSRO I I ASOOM 4 LL CLA O 13 OUNS LING/ADMIN : \ 5 3/4" D+ 20—We I e 121 122 11� 123 124 111 125 12 Il �..:.` • °; - l �°l— I ( 1vD PROFfS +t18 AFF '' °a ( • 1 2"C. G,ti GWN£ Seo �, +t2o•AFF .;: �/ . , 1 I ( I ( _ Hca`` 4699 PES 9� 1 CA. 1 I 1 I 15 I a X 1 E WR 2 10c�} T3.00 1 ' EXPIRES: 12/31/13 1 1-1/4"C. 4 0 c RExq 1� DATA - 0 W Uz 5 JSTORAGE RR 134 - ---- I 4 W w MUL PURPOSE MEN 13 ; cc W 109 1 w I w I w S B Y S CORRIDOR KINDERGARTEN 1 NW - Uj ZZ ' i 2 12-7 Fa28 � ILJ !`!l! LOUNGE ADMIN PRINCIPAL WORKROOM- I c - o �l N m ! 01 `� \ \ 6 1J7 13� T- i Q N N N c IVt.2 J � I N 0 � C. Nm N " 9 MMM ` 10 C, ovivi -E c E tit'na° CL 0 +144'AFF +two AFF / 9- ------- C 1 t�7 ) i �l • — ! +14,C 14 +144'AFF 2 LJ r +144 AFF ! 0 +120•AFF +116•AFF ! ! I l — ,s 1"C. TROD t \ t -JI 14 . J LOBBY 1 F=_ J I t J !' --rl 21 ! r 1 t { \ $ $ 3 +120•AFF +108AFF ( v 3 q, -0--------JH' s s o0 X 22 j J 8 - - - - RO 0 EXE E 10 +120•AFF +1 }AFF ft ' 108 15 J J v f J! I PRESCHOOL FIRST RIDOR `�'' -- � � J ,' � 130 ' 108 �` - - - - - - FLOOR C C G tt-----, I -PLAN MUSEUM J i TECHNOLOGY • I J 1 ! 17 .15 1 E ` 'S O ER WO I E S S w HER 1 1 1 104 ' t 1 +144'AFF +144 AFF t 16 C • [ 103 +144 AFF 1 L--- +144'AFF e _ f +120•AFF ( — I I,. +120'AFF ( I I +120.A I r ti i 2 2 j STORAG POOL (DEC ) { . 2C 102A I I I I ! I : ! t 1 1 P.2 - t 1 t 1 16 POOL I 102B y- ' � `, r'�r � � Y P.3 P.4 - - - - - - - - - - - - - 1 t / a. I ` t 1 1 L_ - _ N _ - - - - — - - _ — _ - - -- - - - -= -- - - - - / # Dat e Description Revisions® N 2 + •AFF +144'AFF I March 7,2012 QDate // DT 03 Designed By o n ----------------------- z QB a, Drawn By I I I I I I I I I I I I BE REFERENCE ONLY �--+ - Checked By m ^^,, 1 FIRST FLOOR PLAN - TECHNOLOGY TECHNOLOGY NO PROVED WITH THIS PERMIT W 16082 I I I I I I I I I 0 4' 8' 16' Project Number o ` SCALE: 1/8"=V-0" T2w0l 0 ( 41 )( 40 ) ( 39 ) ( 38 ) ( 37 ) ( 38 ) ( 35 ) ( 34 ) ( 33 ) ( 32 ) ( 31 ) ( 30 ) Sheet Number y a) Copyright V �i i j r �� _ �� r if this drawing is less than 30'x 42,it has been reduced.Scale accardingty. FILE: 0310T201.DWG - T2.01 ( EDIT. 4/5/2012 1:34 PM BY DUSTINS PLOT. 4/5/2012 2:07 PM BY ANNA SANDYS GENERAL SHEET NOTES 0 SWEET KEYNOTES A. ALL CONDUIT AND CABLE AT CMU WALLS TO BE ROUTED IN 1 '= INSTALL_(3" CAT6 'AND (2) RG-6 IN THIS LOCATION. CMU. OUTLET BOXES ARE BE RECESSED. EXPOSED CABLING J AND/OR CONDUIT IS NOT ACCEPTABLE. 2 -,- COORDINATE �MTH 1-M.NER FOR EXACT LOCATION. B. CONDUIT IN MULTIPURPOSE 109, LUNCHROOM 119, AND POOL 3 16" CLOCK WITH WIRE GUARD. 1028 TO BE ROUTED ABOVE METAL DECK, UNDER 4 J INS TALL -A130VE DOOR. INSULATION. EXPOSED CONDUIT IS NOT ACCEPTABLE. = = ( 22 ) 9 8 7 5 5 4 3 2 1 MET I Community I ► I I � Center 10330 SW Scholls Ferry RD M.1I I I I I Tigard, OR 97223 - - . / ( 21 ) I I I 4 •. - - - - - - - - - - - - - - - - - - - - -- - - T- - - - }. / / — _ 'A Education Outreach Recreation 29' ` I ( 20 } I I I Muslim EbNcatir,rial Trlast ' f s ' Muslim LUNCHROOIv( i -;- Educational , III .1 ` •- 9 " , I Trust � I II B 8 - , c c c c ® c c I I c c c c 10330 SW Scholls Ferry RD SCIENCE LAB MEEIN V' RKROOM U� CLASR Itl� (f IL SSROOM 3 UL CLAS�S1�0 =M Tigard, OR 97223 1 I, �� c 211 212 213 I 214 215 I p PRor- 30 MET PR . 1 T�208 f II f.�G1N�FA ioy9 l '� I 599 PE r I 1 3fO — C 2 t M 1 tM �- l 1 � CORRIDOR I � -- I �- — � — F� �q h -� 4 ( F �'82� oIR- PRESIDENT IM2 - lT� I .0 209 2 € c0q A. T3.00 34 € EXPIRES: 12L31/13 E © ; DATA I a RR 05 223 f w 0- 2 _ ------ U z Q 224 UL CLASSROOM 5 Q 7- W ( 4` I c ac w Wz 2 Ell IRLS BOY CORRIDOR F- MULTIPURPOSE _ LIBRARY COt1TER g ® 2 2 1 216 �--�9 — _ — €i Z z W 109 226 22 ° I — _ _ _ c _ _ _ L E Ali] 8 ULC ,bM 6 0 " �11 E M.2_ 37 0 ❑0 218 M H CO N m `. +10WAFF N a ip cNo E 8+to8'AFF — o o m i OBEY I 200 fir——____ /� STAIR B o Z m 231 / / a u �rig o°. 3g +toe AFF J B— — — F UL CLASSROOM 7 o c H€ / I " o � - - - - // 36 i ART STUDIO it DECK `i ~~~,,,,,,. I II / __.. . _ I i tj 202 i I // r C 40 { - - - SECOND MULIT*JRPOSE ``� � I // r 3 201 � E I /// I 35IF I FLOOR ' �C I . RGB CONTROL HARDWARE ( J / / �20B PLAN STORAGE FOR INTERIOR DOME LIGHTING. D 203 REFER TO 1/E2.02. TECHNOLOGY s _ � I 11, 1117 y 'I A,' -Y -Y"- V II 1 1 II - II \ / II \ i � I t- t .✓ 1,r" ` ( / \ ( � _ 1 ~ y € I II , I iI r I \ r P.5 1 o I J { # Date Description N I I Revisions o ( I I ( March 7, 2012 r I I ( I I I I I I I I I I I I I Date N - _ _ - - - - iv DT p Designed By I I I I I I I I 1 SECOND FLOOR PLAN - TECHNOLOGYOB 0 4' B' '16' Drawn By BE rn SCALE: 1/8"=V-0" �� �EC� � .� �1,�� Checked By I I I I l I I i I i 1 I NOT APPROVED WITH THIS PERMIT W 16082 U)r 0 Project Number _ ( 41 )( 40 ) ( 39 ) ( 38 ) ( 37 ) ( 35 ) ( 35 ) ( 34 ) ( 33 ) ( 32 ) ( 31 ) ( 30 ) T2nO2 ai _r Sheet Number ight Q If this drawing is less than 30'x 42",it has beenYreduced�Sa a accordin 9iY FILE: 0310T202.DWG — T2.02 EDIT- 4/3/2012 10:31 AM BY DARCYT ( PLOT: 4/5/2012 2:08 PM BY ANNA SANDYS C C - 3/4X 4' X 8' FIRE RATED PLYWOOD BACKBOARD, TYP y - t: TELECOMMUNICATIONS GROUND BAR Equipment Schedule r— - - - - — --- - - _..- Equipment Quantity Manufacturer Part Number Description Nates _ J C I x ID t 1 As required Approved Approved 48 Port, Category 6, Modular Patch Panel ' 2 As required Approved Approved 48 Port, Category 5e Patch Panel Terminate one pair per port. I 3 As required Approved Approved 24 Port, Category 5e Patch Panel Terminate one pair per port. 4 As required Chatsworth 46353-703 19" Wide x 84" High Equipment Rack, UL Listed, Black Finish 5 As required Chatsworth 30162-703 6" Wide x 84" High Double Sided Vertical Cable Manager, CCS, Black Finish SPACE RESERVED FOR SERVICE PROVIDER 3 6 As required Chatsworth 30139-719 1 Rack U Horizontal Cable Manager, 19" rack, Black Finish %W09r 7 As required Chatsworth 30130-719 2 Rack U Horizontal Cable Manager, 19" rack, Black Finish ACMk 8 As required Chatsworth 11275-712 UL Classified 12" Cable Runway 9 As required Chatsworth 10595-712 3" Channel Rack-to-Runway Mounting Plate 10 As required Chatsworth 12394-701 Rack Radius Drop 11 As required Chatsworth 11421-712 Wall Angle Support Kit MET _ - - - PANG GITNTERCOM HEADEND- _ - 12 As required Approved Approved Rack Mount Fiber Patch Enclosures, Loaded with LC Adapter Panels - 2U "W VERTICAL WIRE MANAGER, TYP 13 As required N/A N/A 4' x 8' x 3/4" ACX Fire Retardent backboard 14 As required Approved Approved Rack Mount Fiber Patch Enclosures, Loaded with LC Adapter Panels - 1 Uj f l !I 1 1 u i t I 15 As required Chatsworth 11792-725 19" Wide x 73.5" High x 25" Deep, Standard Swing Gate Wall Rack, UL Listed Y I I I 'H X 19"W 2-POST EQUIPMENT RACK, TYP Center ! 10330 SW Scholls Ferry RD 5 EQUIPMENT SCHEDULE. - i I NO SCALE Tigard, OR 97223 SPACE RESERVED FOR SECURITY/ACCESS CONTROL 12"W LADDER RACK, TYP Outreach Education Recreation 1 MDF PLAN VIEW �cv,5>i;,� EbNC�s11.1aNd�Tiwi$t 0 19 29 49 IDF ROOM 223 Muslim SCALE: 1/2"=1'-0" Educational Trust 10330 SW Scholls Ferry RD Tigard, OR 97223 I (6) STRAND 50 MICRON LASER OPTIMIZED FIBER �gE4 PROF�.S - wGs���G1N£�'I's/�y9 - - - - - - - - � 599 PE f 8, cCq A. !; (25) PAIR CAT 3 CABLE EXPIRES: 12/31/13 / i TELECOMMUNICATIONS GROUND BAR (6) STRAND 50 MICRON LASER OPTIMIZED FIBER SPACE RESERVED FO ' PAGING/INTERCOM IW FROOM006 - - - _ � DF ROOM 134- - - - �, � U I. 3/4" X 4' X 8' FIRE RATED ''� PLYWOOD BACKBOARD "' LU Z 4 � ' f® ® ® ® I _W T3.0 ( o CA I� I Z UJ T I I 6'H X 19"W WALL MOUNTED SWING GATE EQUIPMENT RACK, TYP I TTT I I - O Com? N 0NN CD 12"W LADDER RACK I o ¢ N N N WC, cg5. f-o�oo m m (25) PAIR CAT 3 CABLE ° Q CO CL T TYPICAL IDF PLAN VIEW. ZMEM 0 1' 2, 4, SCALE: 1/2"=V-0" 6 BACKBONE RISER DIAGRAM NO SCALE WALL 23 13 T'� ENLARGED 11 9 Ern 10 T� 8 ' PLANS TECHNOLOGY 0 0 0 ®•��� 1 Q 1 101Lui 12 TYP 3 : 1 rtp � 6 I I I I I 3 �' 2 1 1 1 I I I T�'P Z _ TYP. 2 LOCATIONS IIIT m, del I� ill I� „� 1 I - 1 I I I I WALL PLATE pM WALL PLATE M AUDIO-VIDEO PROJECTOR Trp 1 I I ___r 1 I I I AUDIO-VIDEO TRANSMITTER VIDEO TRANSMITTER V RECEIVER/CONTROLLER I I I I SPACE RESERVED r RACK RESERVED "" �""� I I ( I FOR OWNER 1 1 FOR VIDEO HDMI DM OUT DM CDN7ou7-' DM HDMI HDMI I I 1 I EQUIPMENT 1 1 SURVEILLANCE 1 I ! E 1 I TERMINATIONS ! VGA -"' RS-232 RS-232 AND EQUIPMENT. i AUDIO CONTROL I ! E I I �•• •••• PROJECTOR UFT ' 1 I I I I ( WALL PLATE QM I I I I 1 I L .�.. ... .... ..... ,_ ._ ,� �. ..� �. C= I I o I I o I ----- I 1 I I I I HDMI DIGITAL HDMI AUDIO AMPLIFIER 1 I I I I i I I I I I I VGA ANALOG VGA 1 1 1 1 1 1 TO WALL MOUNTED I I AUDIO AUDIO AUDIO OUT INPUT OUT LOUDSPEAKERS 1 TW WALL PLATE TO ACTIVE I I MICROPHONE JACK ® AUDIO OUT LOUDSPEAKERS I I I 1 It. ' MIC OUT - MIC TO CONTROL SYSTEM USER-INTERFACE. - INSTALL NET USER INTERFACE IN RACK CL # Date Description o TYP. 3 LOCATIONS h! I I ( 1 I ( Revisions o I 1 I I I I 15 TV March 7, 2012 Date N I I 1 f 1 ! 1 I 1 - ROOD DT 75 MULTI-PURPOSE a - Designed By 0- TW4 7 AUDIO-VIDEO BLOCK DIAGRAM. QB rn 0 1000' 2000' Drawn By BE PERMIT �J Checked By — SCALE: 1"=1000'-0" REFERENCE ONLY 3 MDF ROOM RACK ELEVATION 4 TYPICAL IDF ROOM ELEVATION NOT APPROVED WITH THIS - > NO SCALE NO SCALE rW 16082 uo v ! Project Number _ 16 0 i 4J _ T3m00 N ,1� u_ L Copyright 20080 Sheet Number Q If this drawing is less than 30"x 42",it has U been reduced.Scale accordingly. FILE: 031OT30O.DWG - T3.00 EDIT: 4/5/2012 1:28 PM BY DUSTINS ( PLOT: 4/5/2012 2:09 PM BY ANNA SANDYS 24 VDC FRO TRANSFORMER TO CAMERA ,,,.....i TQ NEAREST TELECOM POWER SIDE LOW VQLTAGE SIDE ROOM 3/4* I I �"L CAT6, 6 FOOT SERVICE LOW VOLTAGE I I LIGHT POLE ANCHOR BOLTS /' -LOOP -WITK, RJ--45 MOD Q} CABLES TO ACCESS - - - "'- -' '- - -' - - — - TYPICAL OF 4. CONTROL SYSTEM _ �; - PLUC TERM;NATtON FOR SONO TUBE '0 7/16-0 :VI',1-IIN rn 7/1 g•� I I CAMERA HOUSING TO IP Y! p CAT 6 CABLE o SURVEILLANCE CAMERA 1' o o c o 0 � _ CEILING 1 POWER ADJUSTABLE DIVIDER - o O (� o o 0 CABLES TO- I LIGHT FIXTURE I o �� �a JUNCTION BOX 000 CEILING CROSS "T" BAR o O o 1 REQUEST TO EXIT DOOR ALARM o PASSIVE INFRA- CONTACTS I 3 Tw RED DETECTOR 5/8" MOUNTED ABOVE I ( "0 SCE MOUNTING T-BAR DOUBLE-DEVICE SUPPORT SCREW 2 DOOR ON SECURE I O O I I ACOUSTICAL TILE, TYP SIDE ELECTRIC DOOR o FIBER OPTIC GASKET SINGLE GANG DEVICE 2 OR 3 HOLE LATCH CONFIGURATION 4 , fD l TRANSCEIVER I CURVED COVER BOX - TELECOM '` MOUNT IP SURVEILLANCE CAMERA MET CARD READER, I O O ( TO SINGLE GANG BOX USING /� v LOCATE ON I MOUNTING BRACKET AND Q DETAIL KEYNOTES NOTES UNSECURE SIDE COVER MOUNTING ESCUTCHEON RING SUPPLIED WITH 4"x4"x1 H CENTERS TO 0 DOOR '- K OF DOOR. VERIFY TOP SCREW CAMERA Community 1 COPPER GROUND BAR, 1/ 0 , OLE TE LOCATION PRIOR CEILING MOUNT MATCH NEMA DOUBLE LUG CONFIGURATION. TO ROUGH-IN I I `� 24" 2 3/0 BARE COPPER GROUND CONDUCTOR TO MAIN Center / UGHT POLE ANCHOR BOLTS SERVICE EQUIPMENT GROUND OR TBB. HINGE SIDE OF ( 1 10330 SW Scholls Ferry RD FLOOR DOOR I =�- - ( CONDUIT Tigard, OR 97223 3 2-HOLE LUG. -- - - - - - - 3 - - - - - - ` 8"x8" JUNCTION BOX 4 3/0 BARE COPPER GROUND CONDUCTOR TO BUILDING I I { I I I ' TO NEAREST TELECOM t STEEL. NOTE: COORDINATE INSTALLATION WITH DOOR HARDWARE SUPPLIER PRIOR TO ROUGH-IN 1�._1.. I IL f- - DIVIDER ROOM (OPTIONAL) 120 VAC FOR `I, I , 1"C. TO NEAREST Q 1 GROUND BUS BAR 2 SINGLE ACCESS DOOR CARD READER DETAIL 24V POWER 1 ( ACCESSIBLE CEILING Outreach NO SCALE NO SCALE SUPPLY I I SPACE. Education Recreation FIBER OPTIC CABLE L: I J POWER CONDUIT Muslim EbucAtio"Al Trust I I I ,7 — L CAT6, 6 FOOT SERVICE Muslim LOOP WITH RJ-45 MOD I I I I FINISH GRADE PLUG TERMINATION FOR Y DETAIL NOTES: I I I CONNECTION WITHIN Educational CAMERA HOUSING TO 1. CARLON CURVED LID JUNCTION BOX PART NUMBERS: I I t SIGNAL CONDUIT o IP CAMERA SURVEILLANCE Trust 8"X8" JUNCTION BOX E88C24 DIVIDER 8" = E88DIV SINGLE GANG DEVICE 10330 SW SCholls Ferry RD LOW VOLTAGE 2. POSITION JUNCTION BOX PERPENDICULAR TO PARKING STALLS. � BOX - TELECOM Tigard, OR 97223 CABLES TO MOUNT IP SURVEILLANCE CAMERA ACCESS CONTROL \ TO SINGLE GANG BOX USING \ \\\ MOUNTING HARDWARE SUPPLIED SYSTEM \ 1- TO NEAREST TELECOM VAULT . FRONT `�\t��`, _ -- � � WITH CAMERA.. SEE FLOOR PLANS PRO'Fe \ FOR MOUNTING HEIGHT. SG►N£ £s`rio CEILING FRI -:71-7=3 `"� 599 PES WALL MOUNT 71 . . DOOR ALARM 5 CURVED J-BOX IN 24" LIGHT POLE BASE �� 8 CAMERA MOUNTING mF" g,2� °4 CONTACTS - NO SCALE C" A.Et1-`'� ELECTRIC DOOR CABLE RUNWAY NO SCALE TSESE03A.DWG EXPIRES: 12/31/13 LATCH REQUEST TO EXIT PASSIVE RED DETECTOR- CARD READER, V z MOUNTED ABOVE LOCATE ON DOOR ON SECURE UNSECURE SIDE U. W SIDE O U 1. K OF DOOR. VERIFY 3/8"x 16 HEX NUT oc LU DOOR DOOR LOCATION PRIOR W z TO ROUGH-IN 0 " HINGE SIDE OF 3/8 SPLIT LOCK WASHER E" � DOOR ° Z Z _ HINGE SIDE OF 3/8" FENDER WASHER - W . DOOR ANCHOR TO WALL � FLOOR a 3/8" x 16x3 1/2" STUD o m 0 QTY AS REQ'D FOR CABLE ANCHOR �� t EXITS FROM CABLE RUNWAY. a N N N �- 0 m CR C4 a NOTE: COORDINATE INSTALLATION WITH DOOR HARDWARE SUPPLIER PRIOR TO ROUGH—IN CABLE TRAY—TO—WALL N a � M 23 t O "i Vi 4! SIDE SUPPORT DETAIL CABLE TRAY RADIUS DROP CABLE TRAY—TO—FLOOR DETAILLU CID 3 TELECOM TYPE a 0 �n a° W 3 DOUBLE ACCESS DOOR CARD READER DETAIL CABLE RUNWAY TELECOM TYPE "J"-BOLTS INCULDED • NO SCALE CABLE RUNWAY WITH KIT JUNCTION SPLICE KIT CABLE RUNWAY WALL ANGLE KIT 6" RETAINING POST. BUTT-SPLICE KIT- 3" MAX FROM JUNCTION. ANCHOR TO WALL 8" TINNED COPPER BRAID 8" TINNED COPPER BRAID GROUND STRAP. GROUND STRAP. I ATTACH BRACKET - r ,p WITH STAINLESS STEEL BANDS , CABLE TRAY "T" DETAIL CABLE TRAY SPLICE DETAIL CABLE TRAY END—TO—WALL BRACKET DETAIL DETAILS p FACTORY-DRILLED I HOLE FOR ACCESS, - 5 CABLE TRAY DETAILS TECHNOLOGY TO CAMERA HOUSING AND I TERMINATION OF I NO SCALE TTEVA07A.DWG I 1" FLEX CONDUIT. ' �LUMINAIRE, SEE CAMERA INFORMATION MANUFACTURER MISCELLANEOUS MINIMUM 18" SEPARATION LUMINAIRE SCHEDULE CAMERA ID COLOR/MONO FIXED PAN-TILT PART NUMBER DESCRIPTION BETWEEN LUMINAIRE I I AND CAMERA _ 1 COLOR YES NO Axis P3346-VE COMPACT OUTDOOR FIXED DOME SYSTEM, SMOKED DOME,VANDAL RESISTANT — CCN CAMERA SEE 2 COLOR YES NO Axis P3346-VE COMPACT OUTDOOR FIXED DOME SYSTEM, SMOKED DOME,VANDAL RESISTANT ' I I MOUNTING DETAILS 3 COLOR YES NO Axis P3344-V COMPACT INDOOR FIXED DOME SYSTEM, SMOKED DOME,VANDAL RESISTANT 4 COLOR YES NO Axis P3346-VE COMPACT OUTDOOR FIXED DOME SYSTEM, SMOKED DOME,VANDAL RESISTANT — J 5 COLOR YES NO Axis P3346-VE COMPACT OUTDOOR FIXED DOME SYSTEM, SMOKED DOME,VANDAL RESISTANT I L ..� ... .� 6 COLOR YES NO AXIS P3346-VE COMPACT OUTDOOR FIXED DOME SYSTEM, SMOKED DOME,VANDAL RESISTANT — — — — — — — — — — — — — — — — — — — — — — — 7 COLOR YES NO Axis P3346-VE COMPACT OUTDOOR FIXED DOME SYSTEM, SMOKED DOME,VANDAL RESISTANT SEE LUMINAIRE 8 COLOR YES NO Axis P3346-VE COMPACT OUTDOOR FIXED DOME SYSTEM, SMOKED DOME,VANDAL RESISTANT HANDHOLE SCHEDULE FOR POLE 9 COLOR YES NO Axis P3346-VE COMPACT OUTDOOR FIXED DOME SYSTEM, SMOKED DOME,VANDAL RESISTANT LOW INFORMATION 10 COLOR YES NO Axis P3343-V COMPACT INDOOR FIXED DOME SYSTEM, SMOKED DOME,VANDAL RESISTANT BASECOVER 11 - COLOR YES NO Axis P3343-V COMPACT INDOOR FIXED DOME SYSTEM, SMOKED DOME,VANDAL RESISTANT CONNECT GROUNDING 12 COLOR YES NO Axis P3343-V COMPACT INDOOR FIXED DOME SYSTEM, SMOKED DOME,VANDAL RESISTANT CONDUCTOR TO 13 COLOR YES NO Axis P3343-V COMPACT INDOOR FIXED DOME SYSTEM, SMOKED DOME,VANDAL RESISTANT GROUNDING LUG OF CONNECT 1" LIQUIDTIGHT 14 COLOR YES NO Axis P3343-V COMPACT INDOOR FIXED DOME SYSTEM, SMOKED DOME,VANDAL RESISTANT - POLE AT HAND HOLE FLEX CONDUIT TO PVC AND , TERMINATE AT DRILLED 15 - COLOR YES NO Axis P3346-VE COMPACT OUTDOOR FIXED DOME SYSTEM, SMOKED DOME,VANDAL RESISTANT HOLE FOR CAMERA 16 COLOR YES NO Axis P3346-VE COMPACT OUTDOOR FIXED DOME SYSTEM, SMOKED DOME,VANDAL RESISTANT 17 COLOR YES NO Axis P3346-VE COMPACT OUTDOOR FIXED DOME SYSTEM, SMOKED DOME,VANDAL RESISTANT 18 COLOR YES NO Axis P3346-VE COMPACT OUTDOOR FIXED DOME SYSTEM, SMOKED DOME,VANDAL RESISTANT 19 COLOR YES NO Axis P3346-VE COMPACT OUTDOOR FIXED DOME SYSTEM, SMOKED DOME,VANDAL RESISTANT Lf I 20 COLOR YES NO Axis P3343-V COMPACT INDOOR FIXED DOME SYSTEM, SMOKED DOME,VANDAL RESISTANT 21 COLOR YES NO Axis P3343-V COMPACT INDOOR FIXED DOME SYSTEM, SMOKED DOME,VANDAL RESISTANT 22 COLOR YES NO Axis P3344-V COMPACT INDOOR FIXED DOME SYSTEM, SMOKED DOME,VANDAL RESISTANT 23 COLOR YES NO Axis P3346-VE COMPACT OUTDOOR FIXED DOME SYSTEM, SMOKED DOME,VANDAL RESISTANT I I 24 COLOR YES NO Axis P3346-VE COMPACT OUTDOOR FIXED DOME SYSTEM, SMOKED DOME,VANDAL RESISTANT III FINISHED 25 COLOR YES NO Axis P3346-VE COMPACT OUTDOOR FIXED DOME SYSTEM, SMOKED DOME,VANDAL RESISTANT Ik �� GRADE 26 COLOR YES NO Axis P3346-VE COMPACT OUTDOOR FIXED DOME SYSTEM, SMOKED DOME,VANDAL RESISTANT 27 COLOR YES NO Axis P3346-VE COMPACT OUTDOOR FIXED DOME SYSTEM, SMOKED DOME,VANDAL RESISTANT 28 COLOR YES NO Axis P3346-VE COMPACT OUTDOOR FIXED DOME SYSTEM, SMOKED DOME,VANDAL RESISTANT 29 COLOR YES NO Axis P3343-VE COMPACT OUTDOOR FIXED DOME SYSTEM, SMOKED DOME,VANDAL RESISTANT N \\\\� = TELECOM CONDUIT TO NEAREST 'VAULT 30 COLOR YES NO Axis P3343-VE COMPACT OUTDOOR FIXED DOME SYSTEM, SMOKED DOME,VANDAL RESISTANT # Date Description � --POWER CONDUIT Revisions 31 COLOR YES NO Axis P3343-V COMPACT INDOOR FIXED DOME SYSTEM, SMOKED DOME,VANDAL RESISTANT cTw 32 COLOR YES NO Axis P3343-V COMPACT INDOOR FIXED DOME SYSTEM, SMOKED DOME,VANDAL RESISTANT March 7,2012 r 33 COLOR YES NO Axis P3343-V COMPACT INDOOR FIXED DOME SYSTEM, SMOKED DOME,VANDAL RESISTANT Date c\v co NOTE: 34 COLOR YES NO Axis P3343-V COMPACT INDOOR FIXED DOME SYSTEM, SMOKED DOME,VANDAL RESISTANT SUPPLY FACTORY-INSTALLED ACCESS HOLES ON LIGHT POLE FOR CCTV 35 COLOR YES NO Axis P3343-V COMPACT INDOOR FIXED DOME SYSTEM, SMOKED DOME,VANDAL RESISTANT DT o CAMERA CABLING TO ENSURE UL LISTED. POLE TO MEET REQUIRED WIND 36 COLOR YES NO Axis P3343-V COMPACT INDOOR FIXED DOME SYSTEM, SMOKED DOME,VANDAL RESISTANT Designed B o WITHSTAND RATINGS WITH COMBINED LOCATIONS, WEIGHTS AND SURFACE AREA 37 COLOR YES NO Axis P3343-V COMPACT INDOOR FIXED DOME SYSTEM, SMOKED DOME,VANDAL RESISTANT g y a OF LUMINAIRES, CCN CAMERA EQUIPMENT AND ACCESSORIES AS NOTED IN OB CONSTRUCTION DOCUMENTS. 38 COLOR YES NO Axis P3343-V COMPACT INDOOR FIXED DOME SYSTEM, SMOKED DOME,VANDAL RESISTANT a, 39 COLOR YES NO Axis P3343-V COMPACT INDOOR FIXED DOME SYSTEM, SMOKED DOME,VANDAL RESISTANT Drawn By 40 COLOR YES NO Axis P3343-VE COMPACT OUTDOOR FIXED DOME SYSTEM, SMOKED DOME,VANDAL RESISTANT 4 POLE MOUNTED LUMINAIRE WITH CCTV CAMERA REFERENCE T�� �� BE 41 COLOR YES NO Axis P3346-VE COMPACT OUTDOOR FIXED DOME SYSTEM, SMOKED DOME,VANDAL RESISTANT REFE n i,.NCE ONLY .f.•� Checked By co Si COLOR YES NO Axis P3367-VE COMPACT OUTDOOR FIXED DOME SYSTEM, SMOKED DOME,VANDAL RESISTANT NOT APPROVED IVITH THIS PERMIT } NO SCALE EUSI08B.DWG S2 COLOR YES NO Axis P3367-VE COMPACT OUTDOOR FIXED DOME SYSTEM, SMOKED DOME,VANDAL RESISTANT 16082 _ ,r, S3 COLOR• YES NO Axis P3367-VE COMPACT OUTDOOR FIXED DOME SYSTEM, SMOKED DOME,VANDAL RESISTANT U) Project Number S4 COLOR YES NO Axis P3367-VE COMPACT OUTDOOR FIXED DOME SYSTEM, SMOKED DOME,VANDAL RESISTANT ` -a r 7 CAMERA SCHEDULE _ �— T4mOO NO SCALE TTEVA07A.DWG Sheet Number a 0 Copyright 20080 - 1f this drawing is less than 30"x 42"it has been reduced.Scale accordingly. FILE: 031OT4OO.DWG - T4.00 I EDIT: 3/2/2012 4:01 PM BY JARODM I PLOT. 4/5/2012 2:09 PM BY ANNA SANDYS RDS -5 EaU I PMENT AND 5UPPLY INC E Q U I P M E N T S C H E D U L E 20-1 SE GLA)" 5T _ _ PORTLAND, OR v c °v 0,_' p c = c w g72I5 fo N Q1 v Q +� -0U v � 0 tJ Item Equipment 3 0_ 0 r �' w w� Elec N o� o N o� �'N �� v N v� aN m o� Plumbing �� }� Item No Qt E ui ment Category Manufacturer Model Number Remarks ¢ Y = > 0- v o EL z wQ Remarks 00 0< m(n =Q DO o¢ Sin cQ ca v) M INRemarks 2U ZU No PH. 505 235 7450 1 1 IShelving, Wire ISS Shelving 2460C 1 FX. 505 235 5585 2 1 IDishtable, Straight Elkay SSP DDT48L 2 3 1 Warewasher. Door Type, Low Temp Jackson MSC Conserver XL 11.4 0.75 115 1 60 X 60.5 0.75 62 2 11 3 Io##4F-05E5EG1VIPMENT.COM _ 3.1 1 Pre-Rinse Faucet, Deck Mount T do S Brass B-0133-BC 0.5 40 0.5 40 3.1 4 1 Dishtable, Straight Elkay SSP CDT48R 4 IIIIII o 2442 + fl 5 1 Shelving, Wire ISS Shelving 2436C 5 PROJECT CONsuLTANT ° 6 1 Shelving,`Wire ISS Shelving 2436C 6 7 1 Freezer, Reach-in Beverage-Air EF48S 12.5 0.75 115 1 60 X 5-15P 78.5 7 SIC 15 8 1 Walk-In Cooler Kool Star Walk-In 10.5 0.5 115 1 60 X 5-15P 78.5 8 .,IDN FOSTER 9 1 Hood, Canopy Captive Aire 9 OOM I e / 11 12 13 3s 10 1 Oven-Steamer, Combination RATIONAL USA SCC 102 110.0 37.0 208 3 60 X 0.75 2 10 L L Q FCID 0.75 it 1 i..a � / 25 26 t 11. 3$ i 18 11 1 Range, Restaurant, Gas U.S. Range U36-6R 11 1 174 11.1 1 Faucet, Wall Mount T do S Brass B-0230 0.5 64 0.5 64 11.1 L4 R 12 1 Char Broiler, Heavy Duty, Gas U.S. Range UTBG24-NR24 12 II71 I 13 1 Fryer, Deep Fat, Gas Dean SR42G 0.75 105 7.5 13 14 1 Refrigerator, Undercounter, Compact Beverage-Air UCR34 4.0 0.2 115 1 60 X 5-15P 12 14 g pa 2442 24 I 15 2 Cooker, Rice Town Food Service Equipment 56822 14.2 1.7 120 1 60 X 5-15P 15 1B I 16 1 Shelf, Wall Mount Elkay SSP WMS1484 16 17 1 Table, Work Elkay SSP WT30S84BG 17 ® I 18 1 Table, Hot Food Eagle Group/Metol Masters DHT4-208 14.4 3.0 208 1 60 X 6-20P 22 18 2430 6 t9 19 1 Table, Work Elkay SSP WT30S48BG 79 20 1 Hand Sink, Wall Mount Advance Tabco 7-PS-22 20 23 22 /A� 21 I 21 1 Bin, Ingredient Cambro IB32-148 21 14 (I 22 1 Table, Work Elkay SSP WT30X96BG 22 7 23 1 Mixer. Floor Globe Food Equipment SP30 16.0 1.0 115 t 60 X 11 23 2 24 4 Shelving, Wire ISS Shelving 1854C 24 25 1 Cabinet, Holding/Proofing Piper Products 1034-LD 25 0 20 26 2 Table, Work Elkay SSP WT30X96BG 26 0 1 27 1 Pass Thru Shelf Dan-Co 27 5 "'�.. 4 3.1 28 1 Coffee Grinder Nuova Simonelli USA MDX 3.0 0.3 120 1 60 X 5-15P - 28 3 29 1 Espresso Machines, Automatic Nuova Simonelli USA Appio 2 Group 14.0 3.0 208 1 60 X 6-20P 0.375 1.25 29 o 246p 30 1 Shelf. Wall Mount Elkoy SSP WMS1484 30 ` 9f�Z 31 1 Coffee Grinder Bunn-0-Matic 24250.0000 9.4 0.75 120 1 60 X 5-15P 31 ri 32 1 Coffee Maker, Airpot, Automatic Bunn-0-Matic 23000.0006 12.7 1.5 120 1 60 X 5-15P 0.25 32 c 33 1 Ice Maker w/ Bin Ice-O-Matic ICEU220HA 11.9 115 1 60 X 5-15P 38 0.375 36 0.75 15 33 34 1 Refrigerator, Undercounter, Compact Beverage-Air UCR34 4.0 0.2 115 1 60 X 5-15P 12 34 35 1 Sink, Drop-In Advance Tabco DI-1-168 35 37 1 Warewasher, Undercounter, Low Temp American Dish ETAF3 10.0 0.75 115 1 60 X 12 .5 8 1.25 24 37 38 1 Dispenser, Hot Water FETCO HWB-5 12.4 12.4 120/220 1 60 X 48 0.25 0.5 1 38 0.5 39 1 2 Brewer, Coffee TBD Coffee Brewer 12.0 115 1 60 1 X I 5-15P 1 48 ::4 . 139 V L 40 1 Poss Shelf Danco Inc Double Pass Shelf 40 I� LU N flj MEN . O as � w 0 z FWD FFW BUPPLJE8211"AFF F 9 DRAIN TO Fl8 -- LL LU FOTFIJM Or AZ FF CONVTIONECONB! 24'AFF PLUMB I NO 5YMBOLS �LGTRI G,�L SYMBOLS Z L - t'r z NAND SINK SUPPLIES 2rAFF DRAgi'IS'AFF 1a�.a• - r-+r FLOOR DRAIN ,�o. Aar DUPLEX CONVENIENCE OUTLET _k 4S•AFF z 1z� a.-z• FLOOR SINK I� 110 �. Q- 51 N Aff .C'..�LE OUTLET ALION WOLiBi l w IW�LD�suPPLY - - ® JUNCTION BOX I J f srA�F FLOOR SINK W 1 TH GRATE I I ' Nai wa►►r>a: IJ K L EV#j' ►7M0!/ ,zor�oe }w / aerAPF SWITCH W CD I O INDIREGT DRAIN I I - Q WAUCIN Cooter Poon PW sem• a-r SWITCH WITH PILOT EVAPGOL:DRAIN70R DOR 21•AFF DRAN tlw1Si70FM � � DIRECT DRAIN 12'AFF �ae•AFF 1 + CONDUIT STUB-UP STUB-UP LL�p o� I m w HOT -$ GOLD WATEREMPTY CONDUIT SCALE: =a 1 12'APF ae•AFF 1 MM LIOHTED EXIT 51ON I/4rr - I - O�� W w p s�• -- I NATURAL GAS ,-,o LL wLIl5HTED EXIT SION I, w EMEROEEN Y BACK-UPI TH L I C HTI NO R V 15I ON5 �0 z•P EMERGENCY E DSI-/07/2012 BACK-UP LIOHTINO DATu�i_ZZ z HAND SINK AFP TELEPHONE DATE u'71 w w di 2 DRAIN zap• DATE o c w Zd 7-41• ,� DATE 235 ©z PRrINeEaNc DATE ar w< �. W Q DRAIN 1'0 ORF.ABE 17tAP O 0. J 9L*%JE82rAFF DATE o$ W a. T4r DATE o _o o DATE �0 ,s � �• tw9�ap�'z z� z DATE Z w `�. z �a DMMKK Sr AFF X4NOT SLIMY Q`� W °W""` SHEET TE w CVc�7�" ITLv H� I M - , ♦ �� � � Ili PERMIT SET a 1116 o HIM a SHEET �WUj �w za�°-� '�W�W� ROSES EOU I PMENT I AND SUPPLY INC E Q U I P M E N T S C H E D U L E D 207 SE CLAY 5T o PORTLAND OR -Y , p cls o,. 6n Or, .-. O X -I 1215 Uc vL'1'2v� oc c py, oc ;� x C w 3�- ._ _ _ Item Equipment w o d a�CL a Elec N - �r N a) N Lti v N vu- e' N u- PlUmbin Item E 3 a 0 -C a., ._ _ w a o._ ow a._ ow ._._ w w v._ vw 9 >U_ >U. No Qt E ui ment Category Manufacturer Model Number Remarks d Y x > a ca o a z wd Remarks c�v> cad xcn x�r ocn od cin cd c�cn cid Remarks xc� xc� No I PH. 505 255 -1450 1 1 IShelving, Wire ISS Shelving 2460C 11 1=X. 505 255 5585 2 1 Dishtable, Straight Elkay SSP DDT48L 2 3 1 Worewasher, Door Type, Low Temp Jackson MSC Conserver XL 11.4 0.75 115 1 60 X 60.5 0.75 62 2 11 3 IPNENTZa4 3.1 1 Pre-Rinse Faucet, Deck Mount T & S Brass B-0133-BC 0.5 40 0.5 40 3.1 4 1 Dishtable, Straight Elkay SSP CDT48R 4 5 1 Shelving, Wire ISS Shelving 2436C 5 PROJECT CONSULTANT 6 1 Shelving. Wire ISS Shelving 24360 5 _ T - - { 7 1 Freezer, Reach-In Beverage-Air EF48S 12.5 0.75 115 1 60 X 5-15P 78.5 7 $TORAG/"� 8 1 Walk-In Cooler Kool Star Walk-In 10.5 0.5 115 1 60 X 5-15P 78.5 8 ON FOSTER C ( 9 1 Hood, Canopy Captive Aire 9 10 1 Oven-Steamer, Combination RATIONAL USA SCC 102 110.0 37.0 208 3 60 X 0.75 2 10 0.75 11 1 Range, Restaurant, Gas U.S. Range U36-6R 11 - 11.1 1 Faucet, Wall Mount T & S Bross B-0230 1 0.5 64 0.5 64 11.1 I 12 1 Char Broiler, Heavy Duty, Gas U.S. Range UTBG24-NR24 12 13 1 Fryer, Deep Fat, Gas Dean SR42G 0.75 105 7.5 1 13 { 14 1 Refrigerator, Undercounter, Compact Beverage-Air UCR34 4.0 0.2 115 1 60 X 5-15P 12 14 py I 15 2 Cooker, Rice Town Food Service Equipment 56822 14.2 1.7 120 1 60 X 5-15P 15 2g 16 1 Shelf, Wall Mount Elkay SSP WMS1484 16 { 17 1 Table, Work Elkay SSP WT30S84BG 17 - { 18 1 Table, Hot Food Eagle Group/Metal Masters DHT4-208 14.4 3.0 208 1 60 X 6-20P 22 18 n ( 19 1 Table, Work Elkay SSP WT30S48BG 19 20 1 Hand Sink, Wali Mount Advance Tabco 7-PS-22 20 < 21 1 Bin, Ingredient Cambro 1832-148 21 3a I 22 1 Table, Work Elkay SSP WT3OX96BG 22 I 23 1 Mixer. Floor Globe Food Equipment SP30 16.0 1.0 115 1 60 X 11 23 ADMINI 24 4 Shelving, Wire ISS Shelving 1854C 24 35 25 1 Cabinet, Holding/Proofing Piper Products 1034-LD 25 { 26 2 Table, Work Elkay SSP WT30X96BG 26 138 { 27 1 Pass Thru Shelf Dan-Co 27 36 300 ° 28 1 Coffee Grinder Nuova Simonelli USA MDX 3.0 0.3 1 1 120 1 60 X 5-15P 28 33 L 29 1 Espresso Machines, Automatic Nuova Simonelli USA Appio 2 Group 14.0 3.0 208 1 60 X 6-20P - 0.375 1.25 29 30 1 IShelf, Wall Mount Elkay SSP WMS1484 1 30 32 31 1 Coffee Grinder Bunn-0-Matic 24250.0000 9.4 0.75 120 1 60 X 5-15P 31 37 a 32 1 Coffee Maker, Airpot, Automatic Bunn-O-Motic 23000.0006 12.7 1.5 120 1 60 X I 5-15P 1 0.25 32 33 1 Ice Maker w/ Bin Ice-O-Matic ICEU22DHA 11.9 115 1 60 X 5-15P 38 0.375 36 0.75 15 33 34 1 Refrigerator, Undercounter, Compact Beverage-Air UCR34 4.0 0.2 115 1 60 X 5-15P 12 34 35 1 Sink, Drop-In Advance Tobco DI-1-168 35 37 1 War ewasher, Undercounter, Low Temp American Dish ETAF3 10.0 0.75 115 1 60 X 12 1 .5 8 1 1.25 24 37 38 1 Dispenser, Hot Water FETCO HWB-5 12.4 12.4 120/220 1 60 X 48 0.25 0.5 38 �- -------------------------7 0.5 l 39 2 Brewer, Coffee TBD Coffee Brewer 12.0 1 1 115 1 60 X 5-15P 48 39 �j11 j 40 1 Pass Shelf Danco Inc Double Pass Shelf 40Lu J / Ld 0 . MST CENTER CAFE LOUNC E LAYOUT Z a SCALE: 1/4" V-0" m�$ W o�00 a � e Lu lu �LILm J PLUME3 I NO 5YME30L5 _ � ELECTRICAL 5YMBaL5 g s t - - - -- Z CY FLOOR DRAIN $TORAGE DUPLEX CON\/ENIENCE OUTLET $TORAGE 8" 51 NOLE OUTLET O Z t ® FLOOR SINK _ - _ �� j� ("� W +$ 0 JUNCTION BOX FLOOR SINK WITH CRATE SWITCH Waw o • 5WITGH WITH PILOT F p INDIRECT DRAIN sWrCOLD DIRECT DRAIN 1z Af SOV WAW + CONDUIT STUB-UP C9 Z LU J a EMPTY CONDUIT SCALE: a v 4r HOT 4 GOLD WATER ' ''��I`- z-4` �xI LIGHTED EXIT 51 CN '� - ' _ " a Q u9 <� I/4 I O oWWo � NATURAL CAS \ 1=x1 L I OHTED EXIT 510N W I TH W a EMERGENCY BACK-UP L I GHT I NC REQ/'I S I ONS � °D 13'AFF Z j m grAff EMERCENGY BACK-UP LIOHTINC� DATE 04/01 012 °-�Z z DRNN 1erAFFZ LU ,r AFF TELEPHONE DATE wIS HIM we can SUPPLY DATE LU 0 0 W zd 4s AFF • DATEU1 k a ©z e� 4"r F�OTBUFPLY 1z1M 4rAFF 7 DATE W W e r AFF s r ur DATE gl a " -- uW cin au+FLY 7-zDATE �� e �_� j� DATE ZD 4�'AFF la lo r&FF DATE LU~~ 4 DATE �FaZ -------------------------- W D �t W SHEET TITLE w �"v w HIM Uj MST G LATER OAFE LOUNC PLUMB PLAN MET CENTER OAFS LOUNGE ELECTRICAL PLAN PERMIT SET ���e o SCALE: 1/4'= 1'-0" SCALE: 1/40 = 1'-0" »0 v Uj c SHEETI a (3r` 22W z=ciIL �wSw� pco WNt/!y Z N O � N JAN ITOR - - N 004 S Cq op ELEC 0; 0 005 0 kn0c t0. Cj 0 M 2 DATA o = 006 d - Door size mug I incre&4e to 3'-6" / for filter fimallation a I `` "". • ' CTAT 2000 Chemical C40kvuw SE I O I 1 Soieaaid O Valve or I UnderVade 2 J"puc chane for the CO2 line by this Pool Conch: All how to be b g . � sweep elbow with a nsa Waan of 360 deg.to . 3 ' r Ik I I I I STORAGE E007 d + I I I au, 7�y , �\ 1Speed vas 03 a '"� Puma _ to _-------- ----------- - - , 37'-V 4'-6" 100a , mdWs I 1 LOCATION 10 Coae�ba�� 9 -10 3/4" 10 " odekbarby ConAdtbdeclEboxby 9'-8 7/$" elecblod elac&Wcox&u for ! eleaa of r4WdrPoola'saardaid ( E ex Rd akubum ad \Oo I � I �I I EDGE >< 79 Reftm 300 Watts 300 Watts Reh" i Q EB N ItY • I _ I O a a4 5' ANCHORSONLY Typical @ 3 places •� 22, • I M so 4"Se*Stripe I I 4 —6' 75' I EB I 20'0" 37'4" Ream RMm ' GI) GD I CWWR*dkNMI" _ 1 f 1 � a _2� —� wdmokmq. —6 l ' Date: 3-05-12 120v omelet 1-314"CmA it to evwr cawfime tae bark for poadmW ilea 1lY 1e +gs aNtrnawyl i p kL77777771 A 77 77 17 77 7\ 76 17 77 77 77 7�Z�-,,ZL ZL/X\Z��DL Z!��z� F7 77 77 777 77 77 767 77 77 zL�ZL 77 77 77 77 zf�,77 Z��, Scale: Noted 2"Aub Cow Box o By: l7,Pepprrla IomWer for P Co' _Wall connecdomfor C3 C1❑ ❑ the CO2 ' Rev: Scale: 4 I _ 1 DATASWIM?HNG POOL INFORMATION ALARfIENANCE&SAFETY EQUn%ff 'f 1. Configuration: 22' x 75'rectangle. 1. Wall brush:(1)A&B#3010, 18",curved whVion bristles. M 2. Surface area: 1650 sq. & 2. Leaf skimmer. (1)Rainbow#121196. N r� 3. . 3'-6"to V-3" break in 3. Telescopic pole: (1)Rainbow#191306,8'x 15',and(1) 12'x 231. � 006 Depth range'I.M. a"� shards to 6'-0 . 4• Ridgid pole: (2)Rainbow#191106, 12'-0"long. 0 M C4 4. Perimeter: 94 5. Capacity. 59,157 gallons. 5. Life hook: (2)Rainbow#221026 with bolts and wing nuts. 6. Edge finish Safety Grip concrete coping. 6. Ring buoy:(1)200 USCG anwve& 04 vca 7. Interior Finish:White pool plaster with a 6"ceramic file waterline 7. Throw rope: (1)30'-0"lw& N w ce Door size must and ceramic file depth markers in the waterline and dock per code. 8. Test kite Taylor#K2006 w/cyanuric acid and DPD capability. o Y-6" 8. Maximum turnover time: 6 hours. 9. Thermometer: (2)Premcie.r#25293.increase to 9. Minimum turnover rate: 164.33 gpm. 10. Vacuum clearer: 1 -rrsduired,I�Earyarard King Shark 2,#RC9850D. O C� a� � 10. Design tunwIver rate: 204 spm• 11. Health Department Signs: As required. • for filter installation 11. Design turnover time: 4.83 hours 12. Sand filter area: 13.56 sq.ft. CIRCULATION,FILTRATION,HEATING&URINATION Q _ 13. Surface Cleaning System: Skimmer A CM I. Commercial Filter Pumps: Main Drain System: Variable speed, l -unit set to run at 102 230v, 1 h,�EcoStar-CSVRS. Skimmer spm. p system: 1 -unit set to run CAT 2000POOL SPECIALTY F1J�rE)RES&FITTINGS: at 102 gpm. 230v, 1ph,Ha�ywarad EcoStar-C. ' 2. Commercial Filtration: (2)Hayward HCV 30798 high rate sand, 6.78 sq.I each,toil f ly Chemical Controller 1. Main drain: (2) 9"x 9" with frame and Lawson Model MLU-SG-0909 area of 13.56 sq.ft e'umps grate, Aquatics , Cxilot Peflstaltic 261 gpm flow ratelsump and grate,VGB Compliant 3. Commercial Multipart Valve: 3"Hayward HCV30798. 2. Skimmers: (5)required,cycolac strvction, 2"water caauectio►ns,8.5"weirs, 4. Heater: 400,000 btu, l -unit,Natural gas,ASME,cupro nickel exchanger,forced draft feed pump Hayward model Skim-Master Series. Design flow rate of 10-55 spm each electronic ignition,Hayward Camnmerctial H400FDNAMAR _ 3. Hydrostatic valve: 2-Hayward SP-1056. 1 U2"threaded,cyeolac construction• 5. Chlorination: Sodium hypochlorite with a Sterner,peristaltic feed pump. O 4. Return fittings: 8-Sta-Rite#8434 adjustable,solvent weld,cyeolac construction. 6. PH Control: Cot,bulk feed system--System leased by OWNER Set note under pod Solenoid . 5. Underwater lights: 3-Sta-Rite with pvc niches,500 watt, 110 volt; coatractar reaponsl ales for conduit inatslhtion. - maximum cord length 50'-0",with GFCI protection by the electrical contractor. 7. Chemical controller. 1 -unit Hayward HCC 2000,chlorine and PIL ' Valve 6. Grab rails w'wall steps: (4)sets required, S.R. Smith RRH-100%3 cycolac wall steps, 8. Chemical tank: i5 gallon carboys provided by the chemical supplier. �r Undergrade 2 l►►pvc chase for the CO2 line H stainless steel grab rails, SR Smith Model RR100B. 9. Flow Meter: spar(2)-Blue White#F30300P 80-300 range. 2 7. Cup Anchors: 4-Required for pool safely and divider rope lines with Hayward SP-1040 anchors. 10. Pressure gauges: 2" face,0-60 psi range,influent and ef1uent as required. by the Pool Contractor. All turns to be long 8. divider lin floats and end hooks: 2-Lines with 5"x 9"Bh /White floats 24"O.C. 11. Valves: As colac,PVC diveaier m . ball, b,�r8y. sweepelbow with a maximum o360 deg. total. 9. �lane arch s: 8- SP-1040. g 10. lard dividers: 66k 'ANTI WAVE GENERAL NOTES Racing 4-Required, quelling tape, - model MM-391-56. y� Electrical Panel 11. Starting block anchors: 3 of each required,SR Smith'tockSolid'anchor,Item No.27-107, 1. Equipment endpiping system to be installed to provide access to service all equipment. - with safety cap item No.20-191. 2. Oregon State Health Department rules signs to be posted at pool and spa entrances. Ll 12. Water volleyball anchors: 2 of each required,6"bronze anchor,AS-100EB with the bronze 3. Water source: City of Tigard bronze perforated cover AS-100EC. 4. Backwash: Sanitary sewer with required air gap. Sanitary sewer standpipe in the equ4mmaht 13. ADA lift anchor. 1 required,SR Smith'Splash Liff ate,locking#300-6200L. room must handle 150 Bpm gravity flow. N11414. Slide: Provide water supply piping(ONLY)for an SR Smith"Typhoon'or'Rope Grand Rapids' 5. All entrances to be self closing and self latching. J slide. confirm selection with the OWNER 6. Pool/spa equipment room to have locking door. 4 7. Maaximumn conduit length from light niches to the light ju wdm boat is not to exceed AUTOMATIC POOL SAFETY COVER NY in total length 1. Model:Cover Pools Save-T-3 2. Motor: 1 unit,J hp, 120v, 1ph,reversr'ble,sealed unit 3. Wall Roller: Installed at storage box wall STO4. Track Channel: Standare with undertrack type installation. l• GE 5. Storage box construction: All concrete-see plans. 6. Storage box lid: Standard aluanmum lid and hinge. ,AQ _ 7. Storage lid support brackets: Heavy duty stainless steel,36"O.C., �Id, . part No. 170122. 8. Cover Color. To be selected by the OWNER. 007 9. Lock-out control for future slide installation#050254 and auto shutoff control cb f is to be included. �j Variable a Speed Pumps $_4 79 N M 00P 41�611 Mit Dwin • � � 400 General Conb•actor 1 n - 5 . 3b:p Scale: 2 -1 ft. p U8 RA 1 en M 43 - H _' 211-611 77'-Q„ casmm We depth u required per OR&333-0-M(4)(� 1&-0" 9'-0" 10'-0" 1010" M-0111 M-011 7�4" \T Date: 3-05-12 t: Cup AwAm CWAwhm 3,-6" wh*Pich►)° `�1' '��° = Scale: Noted htmiorAnish 4i-3 5/16n ►► N 34 6' By: M,Peppmeia • ,dam,.. • _F. ••, , • t Rev: vA, . .. Scale: 4��-1ft. [T-61 � �y lvr v � M M � •� O Q a., N CI 6 oc to d? N M 2*Viocu m Lice O h 2* 3*Rdum 21*SL 2*SC 2*SK 9L Rd&wx Retry RAW* - acxxrrart ��'"'Fitt me�damnoe rQ"ffirine 3* RWWw tj■sx 3*Md 3*. 21-SK .2p � a°o U L!� cn o No Scale Date: 3-05-12 Scale: Noted By: M,Peppr eer Rev: