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BU P2008-00022/SIT2008-00001 TVFR 12617 SW WALNUT ST City of Tigard, Oregon • 13 125 SW Hal 1 Blvd. • Tigard, OR 97223 March 24, 2008 RE: TVFR STATION 50 Project Information Building Permit: SIT2008-00001 Construction Type: 5-B Address: 12617 SW Walnut St. Occupancy Type: A3/B/R2/S2 Area: 11,694 Sq. Ft. Stories: 1 Name: TVFR Sprinkled: Yes The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 2007edition and the State of Oregon Fire Code (OFC), 2007 edition. The submitted plans are approved subject to the following. EROSION • Erosion control measures shall be in place prior to excavation or grading. FIRE DEPARTMENT ACCESS • The driveway is considered a fire department access roadway. The driveway shall be capable of supporting a gross vehicle weight of 60,000 pounds. AC1 -,'ESSIBILITY • Accessible walkways and routes shall not exceed a running slope of 1 unit vertical in 20 units horizontal (5% slope). Cross slopes shall not exceed 1 unit vertical in 50 units horizontal (2% slope). • Accessible parking spaces and access aisles shall be located on a surface with a slope not to exceed 1 unit vertical in 50 units horizontal in all directions. 1104.4.3 OSSC HYDROSTATIC TESTING All piping shall be hydrostatically tested at 200 psi and shall maintain that pressure without loss for 2 hours. The test pressure shall be read from a gauge. Section10.10.2.2.1 NFPA 24. FLUSHING The fire service mains shall be completely flushed. The flow rate shall not be less than a velocity of 10 feet/second in accordance with Table 10.10.2.1.3. 10 feet per second will be achieved @ 1,560 gpm for 8 inch pipe. Section 10.10.2.1 NFPA 24. GENERAL The private fire service main shall be at least 30 inches below grade. • All piping shall be inspected prior to backfill. Phone: 503.639.4171 • Fax: 503.684.7297 • www.tigard-or.gov • TTY Relay: 503.684.2772 Approved Plans: 1 set of approved plans, bearing the City of Tigard approval stamp, shall be maintained on the jobsite. The plans shall be available to the Building Division inspectors throughout all phases of construction. 106.4.2 OSSC American with Disabilities Act (ADA): It shall be the responsibility of the Architect, Engineer, Designer, Contractor, Owner and Lessee to research the applicability of the ADA requirements for the structure. The City of Tigard reviews the plans and inspects the structure only for compliance with Chapter 11 of the OSSC which may not include all of the requirements of the ADA. Premises Identification: Approved numbers or addresses shall be provided for all new buildings in such a position as to be plainly visible and legible from the street or road fronting the property. When submitting revised drawings or additional information, please attach a copy of the enclosed City of Tigard, Letter of Transmittal. The letter of transmittal assists the City of Tigard in tracking and processing the documents. Respectfully, 71)---Aik) ir awe Dan Nelson, Senior Plans Examiner (503)718-2436 dann @tigard-or.gov City of Tigard, Oregon • 13125 SW Hall Blvd. • Tigard, OR 97223 April 7, 2008 rA i . „. ,- 5 RE: NEW FIRE STATION FOR TVFR 1 . rr!, R D , , Project Information �^ i y .Ft Building Permit: BUP2008-00022 Occupancy: B/S2/A3/R2 Tenant Name: TVFR Type of Construction: 5B Address: 12617 SW Walnut St. Occupant Load: 91 Area: 11,694 Sq. Ft. Stories: 1 The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 2007 edition; and the State of Oregon Fire Code (OFC) 2007 edition. 1) All improvements made to the building shall be inspected prior to covering. 2) Make approved set of plans available for all inspections. FIRE LIFE AND SAFETY/ GENERAL The main exterior door or doors are permitted to be equipped with key-operated locking devices from the egress side provided: 1. The locking device is readily distinguishable as locked, 2. A readily visible durable sign is posted on the egress side on or adjacent to the door stating: THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. The sign shall be in letters 1 inch (25 mm) high on a contrasting background. (Sec. 1008.1.8.3) All exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (Sec. 1008.1.8) Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. (Sec. 1011.1) Exit signs shall be illuminated at all times and shall be provided with a second source of power that will provide 1 '/ hours of illumination in case of primary power loss. (Sec. 1006.3) FYI Additional exit signs may be required by the city field inspector to clearly indicate the path of egress. The means of egress shall be provided with illumination of not less than 1 foot candle at X the floor level anytime the building is occupied. The means of egress illumination shall be provided with a second source of power in case of primary power loss. (Sec. 1006.2) Portable fire extinguishers shall be installed in new and existing Group A, B, E, F, H, I, M, R-1, R-2, R-4, and S occupancies. (OFC Sec. 906) Live Loads Posted: The live loads for which each floor has been designed to exceed ' 50 sf shall be conspicuously p p y posted by the owner in that part of each story in which they apply, using durable metal signs, and it shall be unlawful to remove or deface such Phone: 503.639.4171 • Fax: 503.684.7297 • www.tigard-or.gov • TTY Relay: 503.684.2772 notices. The occupant of the building shall be responsible for keeping the actual load below the allowable limits. (1603.3 OSSC) American with Disabilities Act (ADA): It shall be the responsibility of the Architect, Engineer, Designer, Contractor, Owner and Lessee to research the applicability of the ADA requirements for the structure. The City of Tigard reviews the plans and inspects the structure only for compliance with Chapter 11 of the OSSC, which may not include all of the requirements of the ADA. Approved Plans: 1 set of approved plans, bearing the City of Tigard approval stamp, shall be maintained on the jobsite. The plans shall be available to the Building Division inspectors throughout all phases of construction. (106.3.1 OSSC) Certificate of Occupancy: No building or structure shall be used or occupied until the Building Official has issued a certificate of occupancy (109.1 OSSC) Premises Identification: Approved numbers or addresses shall be provided for all new buildings in such a position as to be plainly visible and legible from the street or road fronting the property. When submitting revised drawings or additional information, please attach a copy of the enclosed City of Tigard, Letter of Transmittal. The letter of transmittal assists the City of Tigard in tracking and processing the documents. Respectively, Dan Nelson Senior Plans Examiner (503)718-2436 dann @tigard-or.gov 1,F : • ., . • .,.. Via, :.k z w..,: - aMr . 0. ,:,• VALLEY �:+§'F �Y •w- v r z,u +a�*F.4 It� ; Y 7`i '..OF- % '''' - . ST A FrHoN 5 0 0 \\// 0 is, .li�l. 73 A • RCHITECT INDEX TO DRAWINGS SITE INFORMATION CON/ INDEX, VICINITY PLAN, ABBREVIATIONS, CODE SUMMARY LEGAL DESCRIPTION: NE 1/4 OF SEC. 4, T. 2S R. 1W, MW P E C K WASHINGTON COUNTY, OREGON SMILE Y 1, PECK A1.1 SITE PLAN TAX MAP: W S M I LEY Y CTM 2S 104AD E T T L I N EXISTING CONDITIONS / SURVEY TAX LOT: 4500 architects ETTL IN TP1 SITE PLAN - TREE PROTECTION & REMOVAL ZONING: R-4.5 D1.1 SITE PLAN - SITE DEMOLITION & REMOVAL 4412 sw coRBETT AVE. OWNER: TUALATIN VALLEY FIRE & RESCUE PORTLAND,OREGON 97201 CO.0 CIVIL COVER SHEET & SITE IMPROVEMENT PLAN 20665 SW BLANTON STREET PHONE: (503)248-9170 C1.0 UTILITY PLAN ALOHA, OR 97007 FAX: (503)248-0223 C1.1 STORMWATER PLAN C1.2 GRADING & EROSION CONTROL PLAN C2.0 EROSION CONTROL & STREET IMPROVEMENT DETAILS TOTAL LOT AREA: 3.28 ACRES (142,231 S.F.) C2.1 STORMWATER DETAILS TOTAL BUILDING FOOTPRINT: 11 ,694 S.F. CONSULTANTS C2.2 WATER DETAILS C2.3 SANITARY DETAILS PERCENTAGE OF SITE COVERED BY BUILDING: 8.2% STRUCTURAL MEP A1.2 SITE DETAILS LEWIS & A1.3 SITE PLAN - CONSTRUCTION VEHICLE ACCESS & PARKING _ 141 Iii INTERFACE A2.1 FLOOR PLAN & ENLARGED FLOOR PLANS TOTAL PAVED AREA: 31,877 S.F. consulting engineers ENGINEERING A2.2 DOOR & FINISH SCHEDULES; DOOR, WALL, & WINDOW TYPES (503)885.8605 18660 SWBOONES FERRY RD. fags•w•3RD AVE.,SUI1'E40o,PORTLAND,OR972o4 A3.1 BUILDING ELEVATIONS &WALL SECTION TOTAL IMPERVIOUS AREA (FOOTPRINT + PAVING): 43,572 S.F. 1866OSIN,OR97062 PHONE 5°3.382.2266 SUITE 003822262 A4.1 BUILDING SECTIONS & WALL SECTIONS PERCENTAGE OF IMPERVIOUS COVERAGE: V A N Vp E T ed A4.2 WALL SECTIONS 30.6% A5.1 EXTERIOR DETAILS CD 0 A5.2 EXTERIOR DETAILS CIVIL LANDSCAPE A7.1 INTERIOR ELEVATIONS A7.2 INTERIOR ELEVATIONS, INTERIOR DETAILS, CABINET DETAILS TOTAL LANDSCAPED AREA: 2'1,986 S.F. OTTEN & ASSOCIATES A8.1 CABINET DETAILS PERCENTAGE OF SITE LANDSCAPED: 15.5% Z Z ........................: LANDSCAPE ARCHITECTS ,,, PBS (503) 844-5060 A9.1 REFLECTED CEILING PLAN & CEILING DETAILS G a E=1 ril E=1 Fi4 ENVIRONMENTAL FLS1.1 FIRE & LIFE SAFETY PLAN rj (503) 248-1939 11.0 LANDSCAPE PLAN / PLANTING PLAN & DETAILS E=1 Z © CODE INFORMATION L2.0 CWS PLANTING PLAN & DETAILS r4 g 4icôt -� TYPE OF CONSTRUCTION: VB w/ AUTOMATIC SPRINKLER SYSTEM S1.0 STRUCTURAL NOTES AND INSPECTION REQUIREMENTS -E � c�., S1 .1 FOUNDATION PLAN - � `� SI.2 FOUNDATION DETAILS �L c-- 4 MO OCCUPANCY: MIXED OCCUPANCY NONSEPARATED USES (OSSC 508.3.2) i=14 ABBREVIATIONS S2.1 ROOF FRAMING PLAN .-. Rak � s ALLOWABLE AREA: S2.2 ROOF FRAMING DETAILS (Try OF TIGARl E=4 (NI S2.3 ROOF FRAMING DETAILS APP d. a - mo t t . DEFERRED . A-3 (COMMUNITY ROOM, LOBBY, TOILETS) 6,000 S.F. L 2! LE G H.M. HgfAL LLOW ME 52.4 TRUSS DETAILS �' � ® T HORIZ. H Sell Letter to:Follow. I 1 t B (LOBBY, OFFICE, TOILET, FLEX SPACE, POLICE) 9,000 S.F. < CENTER LINE HR. HOUR . G CHANNEL HT: FEIGHT _' ••• ai. R- DIAMETER MD. HARLI IOOD MO.1 SYMBOLS & LEGEND - HVAC permit 046&,,,Arlalffatijik, .... , -- ..► r _r 2 (DORMS, KITCHEN, LOCKERS/CANS, DAYROOM, 7,000 S.F. AB. ANCHOR BOLT I.E. INVERT ELEVATION _ r ABV. ABOVE INSUL INSULATION M0.2 SCHEDULES - HVAC �►,' - DINING, EXERCISE ROOM) AG.T/AT. AC.OUSTIGAL TILE INT. gIoR it t, /,AG , •/J, JI,,r, M2.1 FLOOR PLAN - HVAC S-2 (APPARATUS BAY, SHOP, EMS, STORAGE,) 13,500 S.F. AFF. ABOVE FINISH FLOOR LAV LAVATORY M3.1 DETAILS - HVAC ' COMMUNICATIO1 ELECTRICAL AL./ALUM. ALUMINIMI LIN. LINCI.BJM ANOD. ANODIZED MAW.I MFR./MFG. MANUFACTURER 1:410DE Uf N t A.AT TACITETh BLDG. BUILDING MAX. MAXIMM BLK. BLOCKING M.B. MACHNAE BORE P0.1 SYMBOLS & LEGEND - PLUMBING CATION BOOK ACTUAL AREA: ' `"1 MDA- '�"' 'TM OVERLAY P0.2 SCHEDULES - PLUMBING ,,,F--.UCTURAL CALCS BA.M. BgoFHAsoNRr MECH. MECHANICAL TTOM MET. METAL P2.1 FLOOR PLAN - PLUMBING .....,MISCDOCUMENT$ CITY O "LARD A-3 (COMMUNITY ROOM, LOBBY, TOILETS) 1 ,240 S.F. SR&. BEARING MIN. MINIMUM _ - I P2.2 ENLARGED FLOOR PLANS - PLUMBING �. B (LOBBY, OFFICE, TOILET, FLEX SPACE, POLICE) 887 S.F. Bv.R. BUILT UP ROOF MNTp, MOUNTED '��� GAB. GABWET MA. OPENING i ( , , ) GATCHH BASIN NNAL.. NNMODULE CONTRAGT P3.1 DETAILS - PLUMBING +alr�:?olle►w R-2 (DORMS, KITCHEN, LOCKERS/CANS DAYROOM G.H. CEILING HEIGHT Hss. NOT TO SCALE ( DAYROOM, 4,025 S.F. G.IP. CAST IN PLACE O:G. ON CENTER E0.1 SYMBOLS & LEGENDS - ELECTRICAL i,,'_>' '' ' _. DINING, EXERCISE ROOM) SITE INFO, G.J. CONSTRUCTION JOINT O.D. OUTSIDE DIMENSION `4', ' GLG. CEILING OPP. OPPOSITE HAND E0.2 SCHEDULES - ELECTRICAL -- •<< -.�. S-2 (APPARATUS BAY, SHOP, EMS, STORAGE,) 5 542 S.F. GLR. CLEAR PL PLATE ai`. ."r7� '•9 �+�. ,) DRAWING INDEX, G.M.u• CONCRETE MASO Y UNITS PLAS.LAM./P.LAM PLASTID LAMINATE E0.3 ELECTRICAL PANEL SCHEDULES COMMUNICATIONS, ELECTRICAL ON . COLUMN u '''�Y. I E1. SITE PLAN - ELECTRICAL ABBREVIATIONS GONG. CONCRETE POLY. POLYETHYLENE E2.1 FLOOR PLAN - LIGHTING CONN. CONNECT PREEN. PRE-FINISHED GONST. CONSTRUCTION Pr. PAINT E3.1 FLOOR PLAN - POWER & SIGNAL CONT. cONnlWOUS P.T. P�.=SS1RE TREATED PERMIT REVIEW G.T. CERAMIC 111E P.T.D. PAPER TOWEL DISPENSER E4.1 DETAILS - ELECTRICAL RADIUS gt R. RUBBER BASE E4.2 DETAILS - ELECTRICAL OFFICE COP PROJECT: 2002 I�"ET DIAM. DIAMETER REINF. REINFORCED DIM. DII1ENSION REQ. REQUIRED E4.3 DETAILS - ELECTRICAL DISP. DISPENSER RFC, REFRIGERATOR DRAWN 36 DR. DOOR RM• ROOM E4,4 DETAILS - ELECTRICAL P.S. DOWNSPOUT S.C. SOLID GORE E4.5 DETAILS - DATA/TELECOM EA. EACH SCHED. SGHEDI LE STRUCTURAL C,401,4;-''�. s cuEc gyp: E.J. EXPANSION JOINT 5D. 5OAPDISPEN� E5.1 ONE-LINE DIAGRAM & ELECTRICAL SCHEDULES DEFERRED SUBMITTALS DATE: 24 MARCH 2005 ELEVATION-• G. SHEATHING E5.2 TELECOM ROOM PARTIAL PLAN & ELEVATIONS PERMIT # 1; °Fitx.- --:::-----.. --2-"Z": WOOD TRUSSES AND I-JOISTS REVISIONSELEV. EEVATOR SIM. SIMILAR Est. EQUAL S.M. SHEET METAL E.W. EACH WAY SPECS. SPECIFICA1ION5 TS-1 LEGEND, SCHEDULES, & NOTES - TRAFFIC CONTROL DATE,' Mi v - - AUTOMATIC SPRINKLER SYSTEM EXIST./EX. EXISTING 55. STAINLESS STEEL Ex EXTERIOR,EXTRUDED 5T• STANDARD TS-2 SITE PLAN - TRAFFIC CONTROL MILLER CO SU1TTNG E?i( ;J,} FIRE ALARM SYSTEM FON. FOUNDATION STL. STEEL F.F. FINISHSED FLOOR 515P. SUSPENDED TS-3 SITE PLAN - ON-SITE TRAFFIC CONTROLS FIN. FINISH TEMP./T. SUSPENDED ACOUSTIC CEILING SYSTEM FIXT. FIXTURE TAG. TOP OF CONCRETE I CURB R, FLOOR TA..I. TOP OF JOIST FL. FLASHING WM. TOP OF MASONRY DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE FD.I.G. FURNISEED BY OWNER TA.W. TOP OF WALL REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE WHO SHALL REVIEW INSTALLED BY CONTRACTOR TPD. TOILET PAPER DISPENSER FT. FOOT T5. 1113E STEEL THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING w GA. THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND BEEN '= _ GALV. GALVANIZED VERT. VERTICAL FOUND TO BE IN GENERAL CONFORMANCE TO THE DESIGN OF THE BUILDING. THE v G.G. GENERAL CONTRACTOR Va. VINYL COMPOSITE TILE GL GLASS 1/ WITH DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE DESIGN AND III GYP.BD. GYPSUM BOARD M. WOOD H.C. HOLLOW CORE wn' WATERPROOF SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. a. HN DGP HANDICAP WM WATER RESISTANT WWF. WELDED WIRE FABRIC \ z .,,,_ - _______ e / , / ,/,\ , . \\\.„, ' N . z- , , .----- -, --i ---- . . --....... 7 .....k. PLAN NOTES THIS SHEET- . z re, / • \ • • ---------N -- of, ' ------- - ----,--- - / 4, . ,•• -\., .• .• • e \ .)(3 4s ' 'I •. 0 0 NE N 6" REINFORCED CONCRETE DRIVE/APRON/PARKING AREA. / 4R"' •••••• \ • ' , \ . . \ / Ir&CIMINIA 0 .:" 6 r;) ADJUST SIDEWALK LOCATION/ORIENTATION AS REOUIRED BY LOCATIONS / . , \ • 4•.• 8 , ...14, - v-:-/ OF EXISTING UTILITIES TO REMAIN. 4,0ilm' , \., ..: /Th) EP OR BROOMED SURFACE - 7 CI 44,.... \• 1 I . 'A '''' °Of 0. 0 GSLUOPE Al 1:1161/2 MAAXI °VEIDNCLUDING FLARES. / / s,,$) . .. .4. \ ,, /1/ ---- - . . ., 7 0 EXISTING TREE TO REMAIN. SEE SHEET 71. , • / / ..- , -.,.. . ... _ /0" • 0 / e. , '--------------- ._____-___ . // 7---- (c 0 HE N 4" GONGRETE WALK/TERRAGE - SEE SHEET 2/AI.2. 4 -‘)0 / // / ------- - , C) PRECAST GONGRETE BUMPER STOP. 77N- /7 ; / , i \\ 0 NE N PAVEMENT MARKING $ STRIPING. / •\\ 1 0 • // // / \ 4. / ,/, 0 NEW POLE-MOUNTED L161-IT FIXTURE - SEE ELECTRICAL. / 111 •, \ , , / \\\ 2///, / _ 2, \ C) EXISTING MLK TO REMAIN - TYPICAL. PROTECT AS REOUIP. / ,I i // / \ \\\NN \ / r • .. / ,7/ , // / OS GUAL-SEEITY CIVIL 1 N C RmEEPPLIAANCEPLA SENGITTNIONAOF GIURB-NST RETYouSTANDDABWy G51.1yRESTORE ' .*** •\ / / / / / \\\,, \c? AL IRRIGATIOTNOIFGI S ' „, /-/ / , 0 NE N POLE-MOUNTED ADA PARKING SIGN. ri •.......-* , . .„ • „ 7/ / / - ......- 4..:\ , 0 NEW POLE-MOUNTED TRAFFIG SISN. ''' - / ----.' / / ____-- \ ______ „ •****... -- ----„,„..0.,.--- _ _i_, - • /0" / ___--- ic S Pm EI CL KE Y 4t. .0•**** -----------(5,-,-, - _--- \ - \ 1 ° ETTLIN , 0 NE N LIGHTED PYLON SIGN. SEE SHEET cl/Al2. , p / / / /2" / --- , , y (A'< 0. c(// / / - .- 0 FUELING SYSTEM 4 STORAGE TANK - SEE SPECS. ,(-)k.) 0, nV oe VEGETATED / ,-- ______LJ- itiou -----1L} - - . , , , , e architects / ' N„,,,,... 4," ,/,- 0 , 8 EpXolL5EsTINGETVGA)TL0T5,VAAL:5,miviES, trzNAJTEIT.EQUI0PMETEGNTT,A5516N5,0161161-1RETp. 0 N ** COORIDOR / ,.., - - - - - - , , ' - 0 c\l- ,,, , .....- ...._ / : , -d- FD 5/8"IRON ROD 0 NEN SECTION OF DEDICATED RIGHT-OF-MY. c‹ c& 0 . BOUNDRY ..... ...___ - - - , CY; 4412 SW CORBETT AVE. PORTLAND,OREGON 97201 D 0 RELOGATED ELEGTRIGAL VAULT - SEE ELEGIRIGAL. / ,<K/ C.) , S• 4 - - ---L--0,--------,:)------0---o-----o--- -c,- ----.)----_--, ----o---0- ---o-----u----.7,--- (D --- /,----o-- --o-- -o- - _ 0 i hr) PHONE: (503)248-9170 (,-- 0 NE N GONGRETE SIDEWALK PER GI TY STANDAMS. / cON ie..* / 6RAVE-ACCESS , FAX: (503)248-0223 - .<0 i i *4'.0" i ROAD-SEE CIVIL ''."-"/-1-,....... , ' < • 6AK3A6EaCLO9JFIE- 0 NEN TRAFFIC GONTROL SIGNAL 4 STRIPING. SEE SHEETS T5-I AND T5-2. \-\ 4..,. 0 SEE%EFT 5/A1.2 , ,i / , , r""'".. / , , 0 _ 0 ROOF HATCH. •••• /(--J - Allbk - ... 1,0 ****** / /5-1/ Vig, -- -- III/ EN 0 SOLAR PAWLS - SEE SHEET P2.1. / / 4,, „ •___ 7.._------• ----./* 0 NEW TRANSFOMER - SEE ELECTRICAL. e ,-- --_ ■ / 9 . 0 0 KEYSTONE RETAINING WALL - SEE SPEGS. Yi'47- -/# --- -, \ . , / , / (97), / . . . • . . 0 NOTE:ANY SPILLS FRC4.1 ..\1.111 • . Rai*STATION OR FILL . K...--iff/ AREA HU-DRAIN TO alki ' ... . fc C7d 9 C) GENERATOR $ BAGK-UP FUEL TANK. 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II4 0 ? • - • - mwde viedati& 0 .4 - , / _I / RETAINING WALL 0 ? . r .... - -II-To( ____-- 30,.. coo 0 k PERMIT REVIEW / / ---,_ __ AI - • - Fix, 10 • • 01111.\/ II - 0 , . / ,., 4. :i- ' III --- 1.0.00,00000-a" .. - - - ii --- PROJECT 2 ,02 . : "'H 0 4T0% 1 -' - Q.8) 111..1.0..0 kfriv-bi / / 0 El ® S8700'15”E 141 .68' - iiiii11111111.11111. - 0 0 • CHECKED elt -- 0 ...........•1111•11•Mmummimm,".............LL.MMINIMIll UNINNIMIIIMMINI "''^' i IMMNIIMMIlli. I- II- li. I ...... :"...:. ....------- ® lb! 0 411 0411111 0 8 DATE 24 MAIRC1-1 200a i eel 101. - 0 0 00 1 REvISIONe Ag ; ------mm ___--- „„r siclit, AC D/W I -- ) 0 i ___--- _ 5)14 . 14 AC D/W ®--- ______ I ® _ ____ - 0\ iiii---00 ,Cf)2 ... SITE PLAN NORTH raN 1..,i P =20-0' ■ lo . _____ , 0 AC ,),\,,, Al . 1 _ ® ,„ 0 Lvi L i () AC D/ i , op Vii !! AC D/W D El 4 a 0 4 8 16 32 6Z, , 0 0 AC D/W RETENTION WALL AC D/W r _. _N.. TOPOGRAPHY SURVEY FOR WINDWOOD CONSTRUCTION IN THE NE 1 /4 OF SEC. 4, T. 2S, R. 1W, W.M. 4 WASHINGTON COUNTY, OREGON q g��� SCALE: 1 "=30' JANUARY 3, 2006 p SANITARY MANHOLE © sFD 5/8"IRON ROD II =212.7 204.2fi' �'� 5 0 ��` 3-4 60 ik, C/L IE 8 (SW-NE)=201.7 ' y ..4 1 � 1 86'59'08"E kt 157.30't � tv 1)0 Wr // / i,': ""�' ED 5/8"IRON ROD � f 0 6"DECID • 6"DECID/ . R i "10 l ' 'Eat 6"DECID /il i fi- ' 24"CMP ,/i/ =210.36' 6 220 1P 0 � 2\a I 'L 24 M' 22 !E 1 a, .. / �l Air, • /p,.N e4t7-„, ,08 •7' i "6"DECID -'�0 1 „ be I 6 DECID �� i CMP ti� r "6"DECID.�,,y'' ',��-fir 208.22' , CASWELL/ 6 DECID y fi DECI a 1� , 01 HERTEL 6"DECID ' : SURVEYORS INC. ..." vP •r 226 3 6150 S.W. 124th AVE. ;►'' y01 BEAVERTON, OREGON 97008 (503) 644-3179 9 FD 5/8"IRON ROD !b ,- .># �,;a �--228 to / //,,,,,,,I.:.„,•' • CA CD PO 'c'` �� 228 REGISTERED / //' PROFESSIONAL • ° LAND SURVEYOR z/J YJ z? 22.6 /,;..#4i 9 ,�% r9 JULY 18,1980 OREGON X01 6 ti ( (c 4� ALBERT HERTEL ti / L LI�6„ 230 230 EXPIRES 6 f 30/2009 ECID i I Bi4RN 230 PERMANENT DRAINAGE Bo I 3265 ACRES(142,232 SQ. FT.) LEGEND / 7 �`� / 230'_ , CB CATCHL IC BASIN l I / ti, CENTER UNE / j► BUILDING 2s0 1,, CMP -CORRUGATED METAL PIPE 'V CONC CLEAN OUT ,� D/W CABLE TELEVISION PEDESTAL - LU 232 / �,�,,,.,__ D/W -DRIVEWAY ,8 DECID DECIDUOUS TREE ' / ■ �/ 0 EB -ELECTRICAL BOX q y0 / _ o ;. / $ ELEV ••ELEVATION 6"DECID , 1 O EM -ELECTRICAL METER 4 f .•. yO ik FD FOUND ;: ` / 4Pillir' bt ,` 32 11"DECID '.:•~.;�.�•.'.':.•� . y• Va� •� ��• GV GAS VALVE 2 p ••• 4j HB HOSE BIB i1V _ti jPC HP •HEAT PUMP �•' '"• .' ' IE INVERT ELEVATION y p N ' E y� try , ,;'•'`;`• • •' • ` SANITARY MANHOLE ND 0 E- ON '...:::'...-''-<.:''' '"'''•`:_ •' ' " ` :'•• LP -LIGHT POLE RIM=217.61 :EM. T STAIRS 1 � t::;." ° ` ' '_ � � � � �'••: 234 RPC�� IE 8 W—NW)-211 21 Q� 22 DECID K fir- W 23r _g '' :' 20WELL` #4r IDol ` \ DEB '. ./ g-5'• WM WATER METER yQ1 W g,/ f r' � AL �'�`' � '"� HP � +"' - c6NS ELECTRIRANSFORMER :� CURB INLET-236.94 UV LT N; �1� EXISTING SLOPE �. .�t �' ” _ •:B - CURB ' =320.39 S81.13'15"W ; p r`',...--- _p'; - IE 12„ S)=233.82' ,p ,,....•-_-.,, IE 12 SW)=231.47- _gyp _mad , ,�'r'ov'•" ' -- Ntl_- �r_ .. '"' . �,/� SANITARY MANHOLE on. 11,--- --"':,;ray `, ,,,. ,- . - t. ' - RIM=237.51 r ; F °''"�. "� 1 ► -- `"'� -.- �� IE 55 29.INLET , :r — RB_ - '� _......_- ��,.. ,' G G� C/ SE &21l22792 CO" CURB INLET _ — __-______ _ -- -_ 0- _- — - _ ' - -4320' ', N NOTES IE 12 S)=224 112' •) NHO 7 88' ACCE :1R51:=?2579.29.•;5, ui 'VERIZON s L�417• c 1. ONE FOOT CONTOUR INTERVALS '`'® AN0'G H2O IE 12 kW - ''�' C H — / / MANHOLE $�'" ~-- QD 219.3=BOTTOM? ‘' I / RIM=237.23' N8 ►. __- IE=229.36 2. VERTICAL DATUM: NGVD 29, BASED FROM WASHINGTON STOR MANHO ---- rr ' RIM=228.40' w '_r = .-i, IE 12" W =224.90' ITA OLE i t • - '�� COUNTY BENCH MARK #170. -----,.•. $ .�•�....! 1 .► f � ,, _----."' �'' '�, ��y:� MANHOLE IE 12"�E) 224.75' M=227.93 --._..22 - SS -IM=237.63' C L {E=213.74' C TR �•� i LOCATED AT THE INTERSECTION OF CONCRETE GUTT CONCR 70,�1- C/L IE=230.29 SW 121st AND SW TIPPITT PLACE. IV/ i.:+1 IE 81W)=230.59' .. ._ G CURB INLET FIRE 4 STORM MANHOLE i!' RIM=235.28' IE 8"(W)=230.98' REVISIONS: 5%23 TO RIMSBEI WIREKTI AfTKIREIKII911RED-10110ThiSTRUCTION, REMOVED THE HOUSE, STAIRS AND CARPORT. DRAWN BY: I CHECKED BY: 1 JOB NUMBER 7190 ... % q . . ED 5/81RON ROD -.. (1, 6 ct. • 7 IP\ 1, TREE PROTECTION NOTES k `V 44 The following tree protection measures apply to all trees to be retained on-site 1A -------'4. Tree #16 , OR k 4-4 I Otc S86'59'08't 15 .30' including street trees. k/ v e e , -wyr 1 FD 5/8"IRON OD 1/4 e. :14 ( // Aiii■ tz 1. Equipment, vehicles, machinery, grading, dumping, storage, burial of debris, or any air 51% A 9•A'>, 031, I 8"FIR other construction-related activities m any tree protection zone is prohibited. izq LEGEND .i;* Tree #1 . st" / ..ftl 2. Only those trees identified on the approved Tree Removal plan are authorized for X Tree To Be Removed removal by this report Notwithstanang any other provision of this title, any party /47 'Tree To Be Protected /,'" II I found to be in violation of this chapter [18.790] pursuant to Chapter 1.16 of the f_j____ N. 4,„..1 Y'FIR Tigard Municipal Code shall be subject to a civil penalty of up to $500 and shall be , .47-4 i <--%. 0 Mitigation Tree / - 7 4/* • )\ required to remedy any damage caused by the violation. Such remediation. shall 0 Tree Protection Zone ,ct / • 1)6 include,but not be limited to, the following: 1) Replacement of unlawfully removed or ''- ' \ / damaged trees in accordance with Section 18.790.060 (D) of the Tigard Development .4,...... Tree Protection Fence \ 101 / Tree . 18 A'R / Code; and 2) Payment of an additional civil penalty representing the estimated value of -x- Silt Fence , „ Tree . 4 491R / , / any unlawfully removed or damaged tree, as determined using the most current . ‘0 49"DOUG FIR 1 / International Society of Arboriculture's Guide for Plant Appraisal. . _ ,f, ,tar, 1,01 , / , , •-.... 3. Tualatin Fire & Rescue shall have an on-going responsibility to ensure that the Project 0- 1 / */*;•-•*•-• Arborist has submitted written reports to the City Arborist, at least once every two 4,,,,, z /.7N weeks, as the Project Arborist monitors the construction activities from initial tree . /' / :/./ \ •.\ z i e • /7 ' ///./.7// .i .- protection zone (TPZ) fencing installation through the building construction phases. , s\-\ 6'Chainlink / . ././-7 ."v-•N Tree Protection Fence The reports shall evaluate the condition and location of the tree protection fencing, . le r s / , ,, ./. 4.;•;, , -:-•\, determine if any changes occurred to the TPZ, and if any part of the Tree Protection • / - -/ / , -//7 • \ - • Plan has been violated. If the reports are not submitted to the City Arborist at the l'h • NN, 1 • , . -//,- \ •\ ...J.\ - scheduled intervals, and if it appears the TPZ's or the Tree Protection Plan are not • / ,--• /,, ... .-/ ...--------- - 1 . % being followed by the contractor or a sub-contractor, the City can stop work on the .000 ...._._. , , -/Z._.‘"="2_-_'=._17_.1 r.—•------—•— 10 project until an inspection can be done by the City Arborist and the Project Arborist. / "/-•—•-•-•---•-•11 9,,,,.., Prior to issuance of any Certificates of Occupancy, the Project Arborist will submit a (:§3 V / final certification indicating the elements of the Tree Protection Plan were followed FD 5/8”IRON ROD (I) 4)(1r 0, 4- /-4„, (JILC`#' ---'/PL" // ( —a......ww.....10.■or.1.............*.......................r.... ;to / and that all remaining trees on the site are healthy, stable, and viable in their modified O(`' / ------------------ oi growing environment ,\ "7" , CO ID .--c e) c--N., , ro 4. If work is required within an established tree protection zone, the project arborist shall - •°` , , prepare a proposal detailing the construction techniques to be employed and the likely r—-- - 111111 6'Chainlink Tree Protection Fence / • b to impacts to the trees. The proposal shall be reviewed and approved by the City Arborist before proposed work can proceed within a tree protection zone. The City / -. . . .. . .. . .,. . .• , .. . .. -- .• • -. • . -- .. , •• - •-• - y -• IN • •-- ----- • ..,--- - • to Arborist may require changes prior to approval. The project arborist shall be on site ,,-• - .- ... . . . . . . .... • . . . . • . -- ., while work is occurring within the tree protection zone and submit a summary report 9 , , 4, . '" . . - . ••• ••• .. v)E" ... - — - . . • -.. . . • certifying that the work occurred per the proposal and will not significantly impact the 1,6 , • . • . . . . .•. health and/or stability of the trees. z \ . ..... . .• • ••• . . • . . .. . • . . . . . .. • -• • - • • . ... . • - • • .-.. - L6t ?# 5. Prior to commencing site work, the applicant shall establish fencing as directed by the z \ I f 1 1 • ..• - • • . / • ' •• • • . . : • I - I , . - .- -. -----..--r. • e . .. .. . . . .. . .... . . .. • . . •• • . . 7 ,al, - project arborist to protect the trees to be retained. The applicant shall call for an DI . . • • • . . .. . • , . •, .. inspection and allow access by the City Arborist for the purpose of monitoring the , . . - . • . -... . . . . • ... . . .. . • .. . -/: \ , •• - • .. . . . , Tree #4 34IR Eliffil tree protection to verify that the tree protection measures are performing adequately 17„ N\ . i - - ••••• - • ••- 441A Grim 6. Tualatin Fire & Rescue shall have an on-going responsibility to ensure that the Project ,,i..(9- , , \,/ mcg.......11111111111 Arborist has submitted written reports to the City Arborist, at least once every two ___0j,I •••••• • •• -• '.: . El . , - . . III -- • .•.. . . . . , weeks, as the Project Arborist monitors the construction activities from initial tree -IP ------__ protection zone (TPZ) fencing installation through the building construction phases. . _ __ •-- .. .. im ,p,..... . , . .. • . , „ ,,,,,:- ,- . . 1111111111 ...........- - - . • •- • • • • . * ... The reports shall evaluate the condition and location of the tree protection fencing, , ., .-- ./ •• • .... ,iiimil, .. .. — „, ., - "4, determine if any changes occurred to the TPZ, and if any part of the Tree Protection ,, ' ' / . ... . .. .i. . .., . ..... ........•................ ., .„ . . - / - . . ••:, : .. .- . . - . . . . • . _ ._ miammtc.raz_rimilinalit ........ ... .11.01. . .. . . . .... • .. • Plan has been violated. If the reports are not submitted to the City Arborist at the „_1-, -:- - ri.,„„,..... .7 1 I:my '‘g Mr =1111.711.1111.* .- -.-. •* •••••••.-*STAFF••• r// . • . . . .. ,,'• , - sched-uled intervals, and if it appears the TPZ's or the Tree Protection Plan are not k ,-- ',,-,-',• -,-. -. -*': .. - .: . i .** • Or° * 111112••••■••• 4111111111111, = . • - - PARKING . being followed by the contractor or a sub-contractor, the City can stop.work on the - - _„- 4, • z 1/4 project until an inspection can be done by the City Arborist and the Project Arborist. q ip Tree ., • -,./ . • .. . .-- -.- 2 .. . . ... ,....... .-.................., umumm=ii: al N.iffmNN■ww ' . . :. . CS , ' • ri,‹ •• . . .. iriel 0;iiiiiiiiiMi ma 1111;;;;4 43:IV ===1:i . Prior to issuance of any Certificates of Occupancy, the Project Arborist will submit a o , _ - t'D Tree # • -. •• - • -- - . . :-. -.- -'Ai: . . .-- . ...i.........,..,,, .......m ..................11- : • • • • .. ..--: . .......w . . . . . . III 10 A © final certification indicating the elements of the Tree Protection Plan were followed - - o ,, •• • . - ...... : - 111111.111•111111111111 and that all remaining trees on the site are healthy, stable, and viable in their modified , ' z . . . - - - in - - ..... ....... ...... .1 • . ,.. •:. . . • .44 6'ChaiankTree Protection Fence '' • - . . ummumin growing environment .%) - , . .. - . . . -. .. . El .."'miwantimm=IIIIIIIIIIIIIIIIIIII . .. . Tree ' 17 Ari ,,,, ” i' ii" II" 11-Maiiiiiiiiiiiiiiiiiiii , ai mil =Izza...m.„71... ... ..... . ...... • _ . 1 cm -10.100 _1 .- , .„ - - -. . - -... .- -- . -.:- 0 sloomm.:1111111111111=01111111111111111a 11111111111111111111111111011111 44 ,x.„ • 7 If work is required within an established tree protection zone, the project arborist _ •=11111MilmmmillillION=.1% ■••••" CV V' ED . . . 111111111111M1111111M111111111111111.11sa raormiammummil 1 • ' :. • :'.• ' ' •' •'• . .. ... • ,. • shall prepare a proposal detailing the construction techniques to be employed and A•41# 5:' ,/ a Tr -. 1 1::-/ c a. . . . .. . . . - • • - . . . . . . .. i M ..•.. .......z.in .. . . . .. *--. • , W mi....... the likely impacts to the trees. The proposal shall be reviewed and approved by . ...... I . ... . . ... , . ... • ... Arr.. c ...... " , z Mit=2.1. 0... . • . ••• • .- • the City Arborist before proposed work can proceed within a tree protection zone. 102 :: , , / •.... •• . . •. . oi ' -• - . .• • : •.• I:Ng IIIIIIIMMIIII MM. /77, 41,0 ----- . .- ----.- The City Arborist may require changes prior to approval The project arborist 1 0) --: . . . .01 . - . .. -- - OE , =. — ". - -. onammasseeratimanamon "1-.11111111111111111111111rea I: . -I, •••• `1• 1.•-•• ..'.. shall be on site while work is occurring within the tree protection zone and submit , , .• .. • . . • •. - •- - . .: • N "iliM1111 ... . • .. , . ... -Si 1111 III 1 .., .1.IMI I. .I..141.1 IIIII .......... a summary report certifying that the work occurred per the proposal and will not F ,-.7:',- : . . . . -•,,, , • . - . VISITOR •'- - - • IN II 1-. •• . *4.t•;"•' . • k tf' ---. significantly impact the health and/or stability of the trees. : :. - :-.PARKIKIQ -- ** .' 1 IN NMI' ---1.°1111--- ---:. 40,_ ______ x -4t- --, 6.z / I all / 1 -.... ... . :. II 1 ••. . .-•. ,• . ill -,-' -' / • . .. • / ! •.- . ..1 . SI 11 111111111.11-1! 41°11.1. 1.1111111111111111111111 --- / to : ••• - .: . -. . •.:•-- So _............, 0111.141-- --------- ...- / ""'"" lii__----------....------------ .,... ------------ . ------------- a...011W riN MINN. arlifir,,410 ____ ___________ A-:-: ---.:- ...: - -, 1_,.. ---- --- - - . \ _____________ _ 1 , ....----------- ® , _.------- , ......___........................ i ......._,- - _ __________ _.... ............................ . e _ ------................ ...... .............—....- 1 _ I S.W. WALNUT STREET ,., 1 10 • i,..4]----[,:141 U •• • _ TREE CARE & LANDSCAPES UNLIMITED, INC. 5600 Rosewood St. TREE PROTECTION PLAN . KINYON SCALE: I" = 20 t...1.,aliqs, DRAWN B • ,„.,.-- •,•,..,•, .,,,,-..., P.O.Box 1566 - '"' Lake Oswego,OR 97035 503-635-3165 125E35 WALNUT T . DATE- . 03-13-08 SHEET TP-i • This fomi is recognized by most Building Departments in the Tri-County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. im BUILDING DIVISION T I GARD TRANSMITTAL LETTER a TO: Dan Nelson DATE RECEIVED: DEPT: BUILDING DIVISION x• ECENED FROM: Jeff Bringenberg JUL 2008 Ty cf-rpARD COMPANY: Peck Smiley Ettlin Architects BUILDING 41IVISIOI4 PHONE: 503.417.7612 By./37 RE: 12617 SW Walnut,Tigard, 97224 BUP200800022 (Site Address) (Permit/Case Number) TVF&R Station 50 (Project name or subdivision name and lot number) ATTACHED ARE THE FOLLOWING ITEMS: Additional set(s) of plans. 2 Revisions: Revised Civil Sheet C1.0 Cross section(s) and details. Wall bracing and/or lateral analysis. Floor/roof framing. Basement and retaining walls. Beam calculations. Engineer's calculations. Other(explain): REMARKS: Changes include deletion of the 6" water meter on the Fire Protection line per review by John Goodrich in the Water Department. The vault and check assembly will remain. Per review by TVF&R Deputy Fire Marshall John Dalby we have provided a dedicated FDC line from the device to the system-side of the fire protection riser, inside the Building. .FOR.OFFICE.USE.t) .:. Routed to Permit Technician: Date: Initials: Fees Due: ❑ Yes ❑No Fee Description: Amount Due: ......... .......:.. ....._....:..... ........................ Special Instructions: -Reprint Permit(per PE): ❑Yes _ ❑No ❑ Done Applicant Notified: Date: Initials: I:\Buil ding\Forms\Transmittal Letter-Revisions.doc 4/4/07 ........ RECEIVED , , , ,,,_ ,. GENERAL NOTES j L 3 02008 1. LOCATION OF EXISTING UTILITIES IS APPROXIMATE BASED OFF OF VARIOUSCITY OF TIGARD ,, EXISTING ASBUILT INFORMATION, SURVEY PROVIDED BY THE SURVEYOR, BUIIDING DIVISION PBS AND UTILITY INFORMATION. THE CONTRACTOR SHALL FIELD VERIFY THE F LOCATION, DEPTH AND INVERTS OF ALL EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION AND ORDERING MATERIALS. NOTIFY OWNER ENGINEERING AND ENVIRONMENTAL IMMEDIATELY OF EXISTING UTILITY CONFLICTS WITH NEW CONSTRUCTION S86•59'08"E 157.30' 1310 MAIN STREET 2. ALL MATERIALS AND METHODS OF CONSTRUCTION AND INSTALLATION FOR VANCOUVER, WA 98660 SEWER AND STORMWATER FACILITIES SHALL CONFORM TO CITY OF TIGAR D PHONE: 360.690.4331 f AND CLEAN WATER SERVICES STANDARDS. CONSTRUCTION SHALL BE AS FAX: 360.696.9064 PER THE STANDARD DETAILS CONTAINED HEREIN. / www.pbsenv.com / SANITARY SEWER INSTALLATION NOTES , / / 1. SEE PLAN FOR THE PIPE TYPE, SIZE AND LENGTH. / 2. ALL SPILLS FROM GAS PUMP AREA WILL BE DRAINED TO THE AREA DRAIN / THAT IS TO BE CONNECTED TO THE SANITARY SYSTEM, INCLUDING THE / CURBED AREA WHERE THE PUMP IS INSTALLED. C1-((/4-', ie C' /'��'1titi r'�` © TAP INTO EXISTING SANITARY LATERAL. C,�� ' �ti�i- T I E I N (E) = ±223.40' - , � / tidy -- CLEANOUT#1 . ... � � (1)STANDARD C 52,242 S.F. RIM = 235.50 (1.20 ACRES) � � FL=231.65 r �,/ T INSTALL. / (1)PNEUMATIC DIVERTER VALVE. / UTILITY VAULT 233-LA W/DIAMOND PLATE. / U PUMP 12' RIM = 235.75 Y / / 22 IE IN (N)= 234.25 o, IE OUT(E)SANITARY=234.25 ti, / 6 - ,) IE OUT(W)STORM=234.25 - /_ F SUMP-233.25 ,.�. ' 22S ,,�o .. � _... ,y.• coo --- .h�o - INSTALL: �o� 22• a2E co 0 a3o (1)STANDARD CLEANOUT#2 � ��� 23t---- RIM =235.75 ���� 232- 23 � FL-232.54 � _.-- ----, 233 -.. 1' 6" PVC ," ,� CV; INSTLEANOUT#3 LL. Alak 6"PVC L=2 :20' to STANDARD 1 Z =235.75 0 6 FL=232.78 `� SL=0.01 L=17.45' ,� Nw ti, PVC 0.0 L=73 0' N o INSTALL: _ SL- 05 P � � • DRAINAGE �- titi� SL 0 25 I ► �j f�, . SL=0.1216 w E-4 4 ! , L-20 20 , -_ , w w Mr Ci) CA C) TO L/WATER SEPARATOR AND SANITARY SYSTEM E.4 ....4 r w .07 Q � • N OI �{. �� ry�h RIM =235.00 ��''° � _. ....�I � ? ___ -_ i � � !E OUT(SW)=23300\ ss\. A _ .,�� 4" PVC,� INSTALL_ . ;tw H fr - _' L=25.25' (1)OIL/WATER SEPARATOR T � - W/4"X 24"CAST -�, 07 ► �� � I -. INSTALL FLANGE A576-SA SLOPE IRON ROUND H DRIVEWAY GRADE. 4" PVC �� S P COVERS MATCH C d TO = ,�.`'� ''' 1 IE IN 2}5 723 0 L=31.551 / 1� SL-0 01 Z I-II-1 aN - - IE OU ) ,yti SEE PLUMBING I,� SEE PLUMBING ,,/ ,� I FOR AIR FOR SANITARY :., / ' CONTINUATION CONTINUATION III WATER INSTALLATION NOTES c,f) ,c-,2,4144 _ / r : A 1. SEE C2 2 FOR WATER DETAILS / 1211 ® THREE -BAY FIRE � � [--� / STATION STAFF 2. INSTALL WATER LINE TO ALLOW 1 FOOT OF SEPARATION BELOW GAS LINE, PARKING 6"3 INSTALL GAS 00' [' r FF 236. 3. INSTALL A 6 BYPASS AROUND THE FIRE . - S RO D E 6 IRE METER 4' METER (`� ry •- I_ :__ SEE PLUMBING r".� o '" �W TAP INTO EXISTING 24"WATER LINE USING A 24"x8"TAPPING SADDLE,JCM 432 OR EQUAL. ,i FOR SPRINKLER � �.�.1/ 31,889 S.F. ' •- / CONTINUATION INSTALL: 0.73 ACRES) ir w SEE PLUMBING N E WITH VALVE BOX Ernal4 (1)8" FLGXMJVALV E. -� FOR DOMESTIC TVA (1)THRUST BLOCK --235 CONTINUATION E � T ( ) •J11t('& 1 DCVA VISITOR IIIII ► °"Q S01'15'26"W 5.38' (31) FEET 8" D.I. PIPE ail I FEET 6 D.I. PIPE PARKING ��_��►_.�T,4 11 06 � (22) IE PI NMI /�\ T �" - INSTALL. so . 11111111 VALVE WITH VALVE BOX•Q WAR ► �..�..... 6"PVC �/ (1) 1 1/2"WATER METER REMOVE EXISTING © L=121.95' - 1 Ilia, w, {1} DCVA SL& PLUG PIPE - T� - RUS�� BL METER 00�- © .. (8) FEET 2 D.I. PIPE S01'39'11"W 5.00' /� /' " :. .O$ ' 11111111tommillill ,,,� �,,, --_ j FEET 1 112 D.I. PIPE 1 ,. T SEE DETAIL 521 AND 530 ON SHEET C2.2 T ). TA - 1)6" FLGX8" MJ ..- �,..-- VALVE WITH VALVE BOX ■kre''r*--M =I 3 I ,,-------- (1)THURST BLOCK ------_ I I T _.,�"""� (1)STANDARD FIRE HYDRANT ASSEMBLY _---- - (5)FEET OF 6" D.I. PIPE _ - UTILITY T e INSTALL. W S.W. WALNUT STREET (1)6"X6"X6"TEE BLOCKS PLAN (2)THURST BLO C - (1)6"90°BEND G - e _ .- (52) 6"D.I. PIPE EXISTING _ FIRE HYDRANT UTILITY LEGEND D TO BUILDING SPRINKLER SYSTEM E)4/19''IPN INSTALL: PROJECT: 70570.000 1 Y A THRUST BLOCK w A i(67.1153)) FDC 0 WATER VALVE 4"90° BEND DRAWN: KL�' ) FEET 4" D.I. PIPE CHECKED: CM II WATER METER (1)THURST BLOCK J 0' 15' 30' 60' DCVA FROM BUILDING DATE: MARCH 2008 l Q �. INSTALL: REVISIONS: SCALE: 1" = 30' A REDUCER (1)6 FLG X MJ GATE VALVE WITH VALVE BOX A(1)STANDARD FIRE HYDRANT ASSEMBLY PAINTED RED WATER EDITS 07A6.08 FIRE HYDRANT (1)6"90° BEND p (2)6"45° BENDS K 4 FIRE DEPARTMENT CONNECTION (1)3'X3'X4"CONCRETE PAD ® (3)OIL/WATER SEPARATOR THRUST BLOCKS (279) FEET 6" D.I. PIPE • SANITARY SEWER CLEANOUT w CONNECT TO EXISTING 314"METER FOR LANDSCAPE IRRIGATION w WATER LINE INSTALL: (1)3/4" DCVA C I • 0 SANITARY SEWER LINE SEE DETAIL 530 ON SHEET C2.2 f, SEE LANDSCAPE PLANS FOR CONTINUATION `r' - - WATER LINE EASEMENT f - SANITARY SEWER EASEMENT SHEET 2 OF 8 ' CIVIL DRAWINGS __ _ _ ______________ _____________ ___ ._ _. _ ________ . _ __ ____ ______________ ._________ _ _.„ ______ .. __________ ____ ...,____.___________..._______________________________... ............... ................im GENERAL NOTES , , _ f 1,;,,f 1. LOCATION OF EXISTING UTILITIES IS APPROXIMATE BASED OFF OF VARIOUS EXISTING ' > ASBUILT INFORMATION, SURVEY PROVIDED BY THE SURVEYOR,AND UTILITY `z, .,,•-'4::'•''' s,r'f., �'1 t,i1 t r.` `r £•s'�,`x;"{i E?.,.�,.`:,, 1 =. `r; },;�, ;`.3„ .. - , ,..k ,... INFORMATION. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION, DEPTH AND P B S . { ' ,_),'° ORDERING MATERIALS NOTIFY OWNER IMMEDIATELY OF EXISTING CONFLICTS INVERTS OF ALL EXISTING UTILITIES PRIOR TO BEGINNING ------' STING UTILITY CON � �AYr u •a} 1x r„ WITH NEW CONSTRUCTION. ENGINEERING AND ENVIRONMENTAL S86'59'08"E 7 30 ty r ¢� ,,!r`� `.. 75 2. ALL MATERIALS AND METHODS OF CONSTRUCTION AND INSTALLATION FOR SEWER AND 1310 MAIN STREET ? :': ;;`,r` . , ` x -,' STORMWATER FACILITIES SHALL CONFORM TO CITY OF TIGARD AND CLEAN WATER VANCOUVER, WA 98660 ,`�'M�#\ f `.r` °;``t ',- t '' ": ''.' `` SERVICES STANDARDS. CONSTRUCTION SHALL BE AS PER THE STANDARD DETAILS PHONE: 360.690.4331 • •: '�' y . :lf`s:,, `=r,:f CONTAINED HEREIN. FAX: 360.696.9064 r F rt'tt/,..1.," 1 7\ S ' d �:,:_. r,/ �,�"(n I r't r u-.k 7. 3 .f :`.• \ ` / ,r p j:`,: 3. ALL STORMWATER FACILITIES ARE PRIVATE AND TO BE MAINTAINED BY THE PROPERTY www.pbsenv.com �; 1' F ' 1 ;: OWNER. ..• ; p PROP { % r STORMWATER INSTALLATION NOTES ,�� E I _ t 1. SEE C2.I FOR STORMWATER DETAILS. 0• ''`r° f f; %,�J/t, 10" PVCr`l'f''' °� ��' 2. SEE PLAN FOR THE PIPE TYPE, SIZE AND LENGTH. / '.. ' /� �C• r f L=39.5 ` / f' �, r OREGON G "` '; titi'`�i" SL=0.0253 C7 'l :.: titi ST INSTALL: q . ©p Q`"" ..,_ , 1 IN F ��� vy, Y. ry, ". • s� ( ) RIM=235 95'' /q Mc i I _ ;:fir `1� q s € `, 9 ,' �, I ;;'"1'-',. ��';f,~ - " . .' .,'" ,.,./ ::,,, IE OUT 234.98 loll -„ ,; -, : L 46.7 , SL 0.01 k>`'- ---- ,,. � - :,,,: „' EXPIRES. 12/31/08 . , f' •r� } ' : ,,j:"'\ ;, ;' t �!'; 6 ST INSTALL:2 (1) STD. CLEANOUT ) ,.. _� _ ;, `•.i' -0...j 00 , �,, ti _F RIM- 235.95' 4 r-1 S I F wa, p•�' } 1 f r• 1e`r ' / r' �f ;'`l ff / ' ;' -:� t; `�` MANHOLE !E IN (E) 230.00' ��-;;`q%s ..:,,.-:,;'•'----,-- .... :;t �E� �=, . ��' �";`«^;= _�:1>s)�:�' IE OUT(NW)- 230.00` #,:.° s ,;;::,-;.::.----•,--- f j © �E� 15'GRAVEL ` ,• -' / ST INSTALL: ', ',.,:::. .-• ` ,,r'> ACCESS ROAD 3 (1) LYNCH STYLE CATCH BASIN#1 ..:`: + /:. 2a'` .'.-+ ,t z a RIM -233.50' , ;f j 225 r �,, 3 IE OUT(E)=230.50 -: :`f; r:.r _ _ :. I �' r.,` SUMP= 228.50' �,°6 �.r + ` .10" PVC e ,`�6,. Z2� „ - 1 #: (� }�-JY �, - .7:..«=`' 1 - ;:.h,: ;.� dL. ' ST i :: *:tT 2 2 -���w, �-.. r�, ' =• = � ry -�` HOLE#1 �. -----�� ��Za 1 STD 48 MA 6 PVC :i2 RIM 235.00' �� Ir,.,,r '� L=8.0' --229 .��c-.� +}r rp t I E I N (W) =228.55'• ='k -` SL=0.5275 - a j IE IN (SE) 228.55 •' ' • 231 - irZ '>!�� :° .,�,..._..v..,_..._• f'; _ �' 232` �.�.{ 23 rt [E IN (E) =22890' t , �, 233 2 .,:r:..:'. IE OUT(NE)- 28.35' 2 r ,`' snrs stet 23 ',^ WETLANn - -- / �� ST IN ,- 111 .:r cv STALL /�'>' !° �` ,.BOUNDARY . < ST 3I." .,`^u. 5 (1) LYNCH STYLE CATCH BASIN#2 4 ,, � j, jf ,{ 7 6" PVC 25 6" PVC of RIM 234.00' _ IE OUT(E)=231.00' r c , _<' .7/ ,/ ;, ` �;, �'> %,`, ,' X10. ® 10" PVC L=115.50' L-47.70 ® _ } Ci) a �. M ,� N �,•. '`;,� zf' r 1' , ,fir ,�f` 1 . r;r, i ✓`)'�';,, L=108.9' _� �` .I`.a =�.� 16 c,' w N <' ,,,,;,,q3 SUMP -229.00 �"'.'( >. .`}� / fr,: . , ,,.�T � ; , ' '4.Y: _ �"'�° � ST INSTALL: E'll /-1.-) � ,., , ,- ff , ' E e 1 E=227:38- �i •�44 ff f � ` ,� SL-0 014 N ' l f^ > .+' ,+r t � 6 r ,< ;-` it 1 STORM OUTFALL ..� ,� j" 6 PVC �.• �,,�.1) e /,,�;r. �, % ® ..I,.., [E IN (SW)=226.20 ,f f.� , ,' , L=36.3 20 r f, '/r",! rr .-'f:�` }�,/'r: rr:' f, a> l y f /y. f 6.-' PVC r} '-i, I ,. '�t ='Y ,'� O'f r:,/ �' \ i >..�, SL=0.0879 _ L=4.30 d / �ir� I Fes, rf- G.r f ''1E, ,..` f>, �. : > t j. 1 I C L (i) © 4z,; t. ,41/:./ r,,.f; \ , r-i SL=0.05 19 I �;. �L:i �' CIE t ST INSTALL: !;, ��. f e' {� ,,d,.�, r`F 61, ...r ;�, _- _ ® ?. �._�. . ,;T QUALITY BIOSWALE If\` PVC \' ---------- p ° 7 (1)WATER �''�,� f +�; ,,.s;r- , ' IE=�3 57 11!' 2, L= 100' C ' .'Q- f ' L=24.2' ps 0. 18 i . " . f " S=0.010• „ _ .. 1 - BOTTOMWIDTH =2 -�"� f> '� SL-0 0806 � / � ST �^ r t ,r f . �j 1 .r SEE o t ' }r`e ' •'\ j5.'f- �„ .?- �lrY,r+ ,!,: ,'�.! ST 4 SP.1 ii 3 A. firiat, . PLUMBING . 1 --•: Y ST BIOSWALE OUTFALL TO DETENTION POND w: •,. „:.--,' „,_.,•41 7 , . „ 4 I '`+ ' r`'`, ,'` ;' � �• vs ST �t,rro ST INSTALL: r ..d 4" PVC ,,._ OUTLET WITH FLOW CONTROL f �" .'. / N ! _. RIM -223 00 C.0 . ' f f A ,... 13 , w -._ F', . ;, ,, :. 4 L-21,6 , ,, >. .4 ` # IE OUT(NW)-221.00 �.. r i / / S =0.1852 ' r Y.. ' •---1 r,;3 \ _ f,d F! e° r- f_r Y7 �, r.>st i ® y -� ,�' , r; ' r ,. r%', THREE--BAY FIRE ® i i b : - p , ! 26 1 00 '' ' ` ' / a STATION ST DISCHARG E TO KREUGER CREEK WETLAND BUFFER glia4 if r ,. r`-'�'� F 236 00 INSTALL FLOW SPREADER PER DETAIL ON SHEET C2.1 E�') - '�. � r,, .� ,' r� ter. � - . ��� ,_..,.....,,_ ._.. ,,_. - }L I ' !''i.; �` F='' �,i* 6" PVC-- LENGTH - 12N t, ,'` = > °"'=' Y L=101.6' �' i # e-I J /t t { r Ir.E 3 1 i �;. s/ /`; i,..i / •C1' •.. ...`'�."44 t,0 ST INSTALL: lN1 ¢ t1, f f'y ;' Jt �, },r" ;' .- ( SL=0.0143 ; it ,ba t t If <, . , fr P�-'--.`:6" PVC 4 -. .:, s- 4 PVC d 11 1,=:, /' O APPROXIMATELY 614 OF 4 RIGID PERFORATED PVC FOOTING DRAIN AROU:> ai .ii , , /(t l ' r° - '"" 4 ° I f� L=27.4' f °:r 1 1 ND PERIMIETER r slog # ,, f j '' �` VEGETATED L=8.50 ? >� " { . 1 OF BUILDING. PIPE TO BE WRAPPED IN FILTER FABRIC AND 1x1 OF WASHED DRAIN ROCK. ;� �� fir ' f` / DO SL=0.1818 - .,_,,, _„__ , i , i. S Eilluli T MINIMUM 1% SLOPE TO CLEANOUT ' ° ' ' r' / j' ,,/`j/ .` BOUNDARY DS 1 ST .- (1)4" STD, BACKFLOW PREVENTER VALVE IN VALVE BOX. RIM FLUSH WITH GROUND SURFACE. _ 1 -0 , f i r, # ; , f t / i r ` "` �( ._.23s , ST 14 .�/�/ (1)4'}x4"x4"TEE 1,1_ ,� 7 / ,/ ; �;_ ' t' ;` / / /` :" f� ° _. l! 6„ PVC ¢�: t �' ; co ;' 1 f" .' ' - ® ; ° - Ds_ DS t� 1 } S01'15'2fi"W 5.38',,., 4 01 . .. _ ��jj �ry 11 it 2 yy yj r t ,: i ,. UT fit ,_ ' i r r .;r V__` - �-'- 12 RIM 235 90� ri .. '21 J ,l' ! �, r' r y if '�• ....._...} „I , -�� ' rw�s s ::,`'�".�:'3 } �y1s �• t J p ,, s, ' /7--,�" , IE IN (E)=232.90' (FROM FOUNDATION DRAIN) tj ¢{ i if: f ft ,F f j P 1 i y �A ; rY,,'j' r{ F p � ' _ f f_ f t r> 1RIOi.��ri{.��C .. �"�R i'. ' =j¢tP , _ IE OUT(W) 232.90' 1 zl t 1'7 a:,/Lr r f` ,r`' j �'' } 1, 1 ,C! 1 i '`t t ST INSTALL X a 4 PV a j ° -.. �'='r ' ,r:4i'=»» - .t e - .', -°' s't r� /' 13 (290) FEET OF 4" PVC DOWNSPOUT HEADER PIPE. MINIMUM SLOPE 1%. ROUTE TO CISTERN./ ,........}} d L ,` _.« 0 1 212 Y r / _�• _ !!33 i _ ,P- 4 y . r eE. :r t, jj P' • r � � - ST INSTALL: SO39 5.00- .__, f. ._._, �..... - °<._T,_ -_..v�,,,..� �,y -• ,.._,:: -- _ __. ....._ _. -.,......-.....' ,'..:„..,:..:::: l 3 1,,.. "'J .�,/ ,_ OF °o, CONNECT TO 6" DOWNSP■ k _ 24 14 A._ -. - (63) FEET F 4 PVC DOWNSPOUT HEADER PIPE. MINIMUM SLOPE 1 / r' , "t -1 .----------- '' „:.,,__ .,_.... .,_._ _ ,,.�.�. t:.__.,.A,......__.,.._,-..,__.-_w.,.__,-_.. _.._. :. :. . ,_.. ST INSTALL./"N‘ 1 ,. STD. MANHOLE �. A LE#2, i ' ` 1 l "I: = 5' � �S T �� f ,,.. -�r°� RIM 234 1 V f - _ ti i .. �, I E I N (W) 226 7 .. -- i t f ='�'. f E I N E 226 78 _<,;-....-.., - --M IE IN 22678 3 t d`'Y`- r 4 .-- ... -- _ _..__ ' t .._ .,...... .... ....:_-_____ - f IE E O 226.58' ,, { a..,_,b.r , w,._�. ( ) STORMWATER . _ - ST I NSTALL s•vy. LN1T STREET .1.. PLAN f ._ _-......._,.._-�..._. - __w�. � ,., - . .- _ 16 CATCH BASIN#3 {{ .,_,_.,�.�.__ �......_......�:..��.-•-•_,___....�__ ..-_.___._.�_..__ _.__._. , .._:._. ALE 1" - ..__,K__._,_,,,-.__.,,-„ SC 1 30 IE OUT(W) 232 00 r , •- SUMP 230.00' ST INSTALL: 17 PROJECT: 70570.000 �- (1)6"TRENCH DRAIN • IE OUT S 7234.47' DRAWN: KL "' ST INSTALL: ST ( } 4 I NSTALL: '_: STORMWATER LEGEND 21 (1) STD, CLEANOUT . 24 (1)STD, CLEANOUT L=46.T , SLOPE TO CENTER AT 1% CHECKED: CM RIM =234.25 RIM=236.00' ST 0 IE IN (E) =22996' F.L. 23370' 18 SEE UTILITY PLAN ON SHEET C1.0 FOR DIVERTER VALVE INFORMATION. DATE: MARCH 2008 r .. . IE IN (N) =234.25 V • STORM CLEANOUT [E IN (S)=229.96' ST IE OUT(W) STORM =232.25 IE OUT(W)=229.96' INSTALL: REVISIONS: 25 IE OUT(W)SEWER=234.25 • STORM MANHOLE ST INSTALL: (1) SEE SANITARY PLAN FOR CONNECTION. ADDENDUM -02.11.2008 i ® CATCH BASIN 22 (1) FRENCH DRAIN WITH 6" PVC PERFORATED PIPE ST INSTALL: RIM =235.50' ST INSTALL: 19 (1) RAINWATER HARVESTING CISTERN " DRAINAGE ARROW IE OUT(W) =233.50' 26 (142) FEET OF 6" PVC DOWNSPOUT HEADER PIPE. UTILITY VAULT 687-2-LA W/42" ROUND ACCESS PORT. �' L=23' RIM =235.75' IE IN (E)=231.00' • o5 STM ' STORM DRAIN LINE ST INSTALL: IE IN (E) =23 . 00` ST ROOF DRAIN LINE 23 (1) FRENCH DRAIN WITH 6" PVC PERFORATED PIPE IE OUT(N) OVERFLOW= 230.80' or RIM = 235.50' IE OUT(S)-SEE PLUMBING FOR CONTINUATION TO BUILDING. t-r • • STORM DITCH CENTER LINE IE OUGT(W) =234.50' ST _ _ INSTALL: in Q " -°;'q; '_ RIP-RAP 20 (1) BACKFLOW PREVENTER FROM RAINWATER CISTERN OVERFLOW 0 p$ l .� ,',�;` RIM =235.65' q IE IN (5) =230.65 IE OUT(N) =230.65 SHEET 3 OF 8 c z o CIVIL DRAWINGS j 1 SEE STD. DRAWING NO. 200 • FOR TOP SECTION DETAILS B iii 11. v: -a: a♦•� :c" .:a•$: T di: CONSTRUCTION P B S :,� +.4 3• A ° A ._, 1. Water Quality Swale shall be over-excavated and filled to final grade with 12-inch amended ENGINEERING AND ENVIRONMENTAL SEE STD. „ ,DRAWING NO. 100 < �._x U5 topsoil. Topsoil amendments shall be garden compost,not conventional fertilizer 1310 MAIN STREET 48 4.a •• a V� FOR STEPS SEE STD. DRAWING N0. 260 P * 5 • a� ±�,CC�clf'.Y'iGla r- ��� FOR FRAME AND GRATE - ,� * 0 X0 amendments. VANCOUVER, WA 98660•:" 1'II I(Illl{I ������� el A A F- ORIFICE PLATE p•. �; , ,, ^ �`W ° Q 2. A biodegradable Erosion Control Matting shall be placed over the topsoil throughout the PHONE; 360.690.4331 v. /cws D , , t ► k ! 1 l!� ' w a ° ` cri FAX: 360.696.9064 •ea DETAIL #546 .: v r....,.. . . , �^ tee w Z 0- W swale cross section,fabric shall be held in place m accordance with the manufacturer's v a ,� : ■ � ', ° �V) installation rents. Anchor spacing shall be based on 3 fps flow over the fabric. -pbsenv.com 10" iiii�iim LOW ► 1 1 j .�a�.11!1 m•:''*''" v I'I II:IIi I ' ' ' ' , ' r 1 1 1 i� w °-© d a Treatment area-high-density jute matting rCreo°ute Plus or other approved 1 MAX. . o° •. •! , '� l aPP equal)Ce a •".•�/ •�,�? ► 1■L Lrr`LM it ' o x c"n Q = b. All other areas low-density jute matting(Econojute or other approved equal) s .s . r t / r i T �� ts >- °: o° a. .• g o �- a�- ° 3. 2.5-3 inches of 2"-i"river run rock shall be placed over the matting evenly throughout the •' �,r �' • ''` •• 4...9 0 u :u`.*'' w‹ Z rX A Q ? length and width of the Swale. * ' 1 t .Cj, W W C<1 x 0- ° 17--. FOR PRE HOPE SPACER ' •••4". . ' i . •h . rY D o 0 ° 4. Plant materials shall be placed in accordance with the plan and plant table as shown on •;. INSTALL HOPE SPACER AND :• ,. r •'• B 1 1 wQ ° o w � placed P P•m D ENCLOSE ORIFICE PLATE ON •b;�.;' • • A`•a :A.'••• °•1•'d PLAN 0 a w -' Ui F ° w approved plans••° SIDES AND BOTTOM. c • � • : : a.• , .. d v. •'.a t.�-1. ° w quality plantings "substantially complete" FOR CAST IN PLACE • „..x``.l1'` 1.; (i.� -- 1 Z 1- 5. The water uali swale treatment area lantin s can be deemed substantiall com fete �, i.--�'Lt1�r�\'ii��' '4 "... � �'r •.14 O < M 3"STRUCTURES PROVIDE LA FINISH GRADE MAX 30' FLOW INVERT -" �= J °a `� WI once active green growth has occurred to an average growth of 3 and plant density is an CONCRETE SPACER FOR "iii" �T 1, .4�1 Z p SECTION B-B MOUNTING FRAME. PLAN VIEW q °; s a. °z o average of approx. 6 plants(minimum 1-inch plugs or equivalent)per square foot. `� w D 6. The facility shall be deemed acceptable to be the maintenance period when plant growth MAXIMUM 27 FROM TOP OF FIRST ••. 2• MIN. r MIN, t•� '�'.' *L (Q� Q J 0 STEP TO TOP OF GRATE. .ti 1.....7• �r 42" }°- j 4 '1- o_ © x 0 o W i and density matches the engineers design as shown on the approved plans and all other %rzerA ////I/i .•.4..:,.......,,,„::t.. ORIFICE PLATE 18" �'•" . MAXIMUM F- ' r j `Z 0� requirements have been met. functional,° W The engineer must certify the facility to be functional in • P. AND GUIDE PER I I-- y)MAX o MAX. i1 w= o o ., z m accordance with the approved plan design to begin the two year maintenance period. ••t GWS DETAIL #546 • . '1 .' MAX. to m 0.1 Z • •+ # W f'Z 1`' Z 4 " ' _ W F-- a p =- A •• •i s a" •;•'. s", w,n ° w �.! © v W MAINTENANCE i ;. .•'0' SUMP .+•0 •.d SUMP W p N °a cc_ cow�i Q U U . ,,._{s„ . . •, . Z' t- v ) < -, 1. The permittee is responsible for the maintenance of this facility for a minimum of two years FOR POURED IN PLACE . . . CD _- ce re) I-co 03 >-W U Q •, ;.� �'" 5 WITH REINFORCEMENT FOR PRE-CAST L -. ".••.• ;a :• s" ::' •�,".�:,:,�.•v,d.`.•a o z °a o o W following construction and acceptance of this facility per Chapter 2. NOTES: . . :. d 1 . . �� . . :.' a . •.:. .•.. Z Z - .1 u� O ' co o v..: • '; d v J oc (Ni o o w o J 2. Irrigation is to be provided per separate irrigation plan as approved. .° 1. THIS IS AN ALTERNATE DESIGN FOR THE SECONDARY STRUCTURE 11 s" ,.,,,._2q."_.,,,_ 6" " 27 3 8"-•- e _ - �-' (x ° -' Note:Irrigation needs are to be met using a irrigation s stem with a timer Burin ¢ , :: "� .:3 IN OUTFLOW CONTROL STRUCTURE- CWS DETAIL #545 6 � '� (!)E--a---� Q �'' temporary g Y during 12 ,v, ♦ '" •+ • 2. PRECAST CATCH BASIN SHALL BE CONSTRUCTED IN ACCORDANCE SECTION A-A SECTION B--B o°LU tt,4, �. '-� z<w w the dry season. Systems should be winterized during the wet season to assure longevity and • :4• • ARIA8 a * "'. WITH ASTM C-478. o *err �,, �, W .' guard against damage from freezing temperatures.Water source shall be as shown on the ,.•.' i., :C7 3. NON-SUMP INLET MANHOLE SHALL BE ---Pr. 3"M °•s CHANNELED. _J , r ` a o ° a x �, z°�- approved plans. '` '"w 4" rt. `` m o to o z o o°° 3. Engineer or Owners Rep Representative is to visit and evaluate the site a minimum of twice �':;,. ,,:� 4. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY z w '"► ., d► .rr`-`"+`! ' ww o c<1 a Z-P Z I- + STRENGTH OF 3000 PSi. AND A SUMP OF 2" TO 4" `r3�r�",' w t� v ►- annually(Spring and Fall). The landscaping shall be evaluated and r lamed as access J4 © y( P 8 ) P g replanted necessary ':••�� = r• 5. ORIFICE I.E. TO BE SHOWN ON PLAN SET. ORIFICE DESIGN �" -' * ¢w ix Z o Q to ensure a minimum of 80%survival rate of the required vegetation and 90%aerial v:'. r 18" b:D TO BE OUTLINED IN DRAINAGE REPORT. NOTES: t J 4�1 X X Q M -FF- . .W e �' 4• = SUMP 'it 1. ALL PRE-CAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478. �` ` •Iti.�"' �� 'Q �n,,, Q w g W Q U = coverage. Non-native,invasive plant species shall be removed when occupying more than • : �, •• ,••,' 2. INSTALL STRUCTURE ON MINIMUM OF 8 OF 3/4 - 0 COMPACTED BASE MATERIAL. y -► •� Q -..� tr 5 Z 20%of the site. .;` . , , • 3• PRECAST REINFORCEMENT SHALL BE REBAR ,MEETING ASTM A615 GRADE 60 OR WELDED 5x 9 t a w Q - i iii i iii l -1:44-1 i 144444-a - •.. ._. .-• " . . 10" MINIMUM OF R`I." TO O" COMPACTED BASE MATERIAL. WIRE MEETING ASTM A497 0 J < p w w W C)_"� cv 4. The facility shall be re-excavated and planted if siltation greater than 3 inches in depth i_s:i�i.i.i.i %i i iii Ow. :i...,s:� is 4. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 PSI AND Q W X I•-- ix 0.D V- r- r •'.• • •.• • r r-•-r r.. -Z ••��» t-i-» •-�-• •-s-• s-r-• �-�-E_r- SLUMP OF 2"TO 4". � w �� �� N� �, occurs within the two-year maintenance period. 0 SECTION A-A . ALTERNATIVE OUTFLOW CONTROL STRUCTURE ) W CG-48 M.H. DITCH I N LET(MODIFIED leanWater Services GleanWater Services WATER QJ A LI TY S WA L_E CONSTRUCTION & MAINTENANCE NOTES Services CleanWaber Servic=es C .eanWate Z OUT commitment i5 clear. REVISED 02-03 Our cornmitrnent is clear. Our commitment is clear. DRAWING N0. 544 DRAWING NO. 250 DRAWING NO. 520 REVISED 12-03 Oaz commitment is clear. DETAIL NO. 530 REVISED 12-03 VD cip CI) E-11 i••/ e,-;)r E..5 (:) ilii I h 4 GROUT FRAME & COVER ••••• FINISH SEE DWG. N0. 112 ': :,• CA H GRADE"`� •it.1 STANDARD MANHOLE rik4 kr) E"..4 • f;;: 6 1/2, -i- RUNGS 12" 0.C. {--- 1 ' ...• LOCATED ON VERT. 000 ,3 kri • • ,, i ' • SIDE OF MANHOLE, „..-4 f"-- •r I • ... WITHIN 24" OF -„.--- '• . • COVER AND FLOOR. j• • • 6„ :1 •.: AI " 27" . OKUREM Emil .. . *. ....7=1 g" • ••1 •t•'-•. 4" CONCRETE EXTENSION RING 1" SPECIFICATIONS : ;• INSTALL AS REQUIRED TO BRING 1. ALL WELDED STEEL CONSTRUCTION. .4- MANHOLE COVER. & FRAME TO 2. 10 GAUGE STEEL MINIMUM THICKNESS. y DESIGN GRADE - MAX. 3 RINGS OR 12" MAX. STANDARD CAST IRON GRATE 3. 2" THICK HEAVY DUTY CAST IRON GRATE. 4"--i 48" I--• 4•,0' 4-,0' 4• PAINT. INSIDE AND OUT WITH ASPHALTIC ECCENTRIC MANHOLE TOP MIN. ____ _____ . 5. OPENING ON BOTTOM OF WATERSEAL TO BE 4..'' GREATER OR EQUAL TO AREA IN OUTLET PIPE. .t, 6. STANDARD DEPTHS: 30", 36", 42", 48" 'f - 7. MANUFACTURER DOES NOT RECOMMEND O. .4:2,:("\C(Z ',, 28" SUPPORT UNDER BGRA E FRAME. PROPER STANDARD 48" MANHOLE RISERS _ ,f CZ.);S' -- o We _._ .1M „,•••-"".......,1 _....w IY. �..I i .- 1 1-`u I ."-e� -� �I I , 1. -II .. a. 6 min -�.i.,11-:::�:� €-;. Temp. i I . ,: 1 '::cH1rvI w STORMWATER RAM-NEK JOINT MATERIAL OR Straw -. Embed (Typ) PLAN VIEW '= '"' EQUAL - ALT. GROUT STANDARD CATCH BASIN D=10" TO 24" Wattle Turf Reinf. Mat DETAIL GRATE FRAME • • (See Note 1) 4. » 12" - 2" WATERSEAL 6" • •• TYP.6 • Level Spreader OUTLET COLLAR FOR 6 :: 1" �• SLOPE T_-'""'" 1 MAX. OUTLET CONNECTOR 4" Final Grade To Be "..--7 ---1-"Y • • `''E• Level Within 0.10' _,..I ilal 6" PROJECT: 70570.000 6 MIN. (----) DRAWN: KL _i '�-." ,� ''o a • • `' 'c ' 6" MIN. � " • • ['" • CHECKED: CM N O TL..�. 30 MIN. ;000°Oa`� C7 ° 0p4° Q° " coDE'' O p o Q o 6 COMPACTED GRAVEL 24" MiN. DATE: MARCH 2008 od o ©°d d o d 4 3/4"-0". AT 90% COMPACTION 1 . Turf Reinforcement Mat (TRM) shall be installed in CODE NOTES: 1. CONCRETE SHALL BE COMMERCIAL MIX, MIN. COMPRESIVE STRENGTH OF 3300 psi AT 28 DAYS. accordance to the manufacturer's recommendations. TRM REVISIONS: - 2. FORM GROOVED INVERT AND MAKE SURFACE SMOOTH TO DIRECT FLOW. shall b e ,, r a m s t,, O r approved o ve d e u a I. Y PP q WASHINGTON COUNTY STANDARD MANHOLE THE LYNCH CO., INC 24" 4706 S.E. 18TH AVE. PORTLAND, OREGON 97202 ~�-� DEPARTMENT OF LAND USE 24 PHONE (503) 236-3825 f� AND TRANSPORTATION F LOW S P READER TI REVISION DATE WASH. COUNTY NO. SEG ON NTS STANDARD CATCH BASIN D-109 STANDARD CATCH BASIN C21 NTS ■ SHEET 6 OF 8 CIVIL DRAWINGS ■ S .........o...■■■•••••■••■ MOINIMMENNMOMMI INININNINNINGINGIMIGNIII■ . , . SAW w a CUT --"-----------------.\ i-: , - -- 12" BEHIND SIDEWALK cis i z III E ui I a.0 SURFACING i OR BEHIND CURB 6 tiagrs PBS MATCH EXISTING MATERIAL d 2 W 'in' z TOPSOIL . I.- I' WHEN NO SIDEWALK W ZI.:. 5Zi< Z CL cn Q.,41- : DIRECTED IORRE CAT ES D *z z es 8 5 8 z 2■ ENGINEERING AND ENVIRONMENTAL * p- Zt it S c.)%Ea S 0 2 tiERT BASE MATERIAL --J w 2 Et i- "') w 2 0 a: 2 X_14c awg0 1310 MAIN STREET 2" OR 1 1/2" g E 2 E •'0 *PI F. 2 w 4rx 0 0, *A g egx z 0* < VANCOUVER, WA 98660 a u) I PHONE: 360.690A331 T : ........____r___________v_..,. 6 < (n METER co g bw 4:1 :1 0)2 w 10 -4001;16 1 g5 gel V) g 645 '"--a5 5 E 1-- 5g ig pc:` * FAX: 360.696.9064 0 Ft a: 2 14 w Z re,,,-;a g R I *.r...o ...1 < -41-(1) ir 2 S (c.q grINGIONINIIIIIIIIMIll.. ..,,:'': :.4-';`';'*•::'';;;::;:•;'.''':.......? ... .i.':..•-ii;;.. W --: a. 1-.0 8 -.too< e, a1n,...1:-. vvww.pbsenv_com 2 . A C A (4* 1 1 4 1 A i8itfw g,fro in 8 <w m 8 ok 0 Cf 2 6 - cr 7,-, at -et ....... ., i '•:''''. a;4 i'V't-a,,,,,,,--24, ,_, US d Lii 1.,:, >gi, 0 t- -------- >...a a. 1c GII e <4 0 zz% cr if_., 1 i__. A 5 co L._ . !! g ° t13 . ,_, . %;1 -,,, „4 i -2,- z 11 °''s<I."- II' 'c''' "' d. a 1 gm irowili--7-- 0 6*. 0 ow x6c4r 0 sP:-.* :7-:=7:7 == *0%.1 F o I i 1--W ri< -..,.2•::;.;•••!:.. t.:':`•*1 11.:.,:.1,....-..'.' ?..:.., 11111 .-- e$ z .: c,l -1 1 ,...( s* 2 2" FLG X COMPRESSION ANGLE ,c> . 0 L \ ri_ 7r u r) x STOP (FITS 1 1/2 " APPLICATIONS) I-- w ! (/) --. 1 ?-5--li C"(..),. MJ X TAPPED (-) 2 I li _ to • '.12CA l 804 r--?4 , 2" TEE ----f:-_-_-,,- ,---;----,,-,4---3-,3.--;71--2-1 0.4 E Or ,,... 41 -----f---:- ------ - -- -. ,....-1... cp'-''' Z 0 itol 8 . 2" TYPE "K" L...4,- iffM4 0,' 1, ...„11 ...elm n Z $.. . 1 8 w w§w COPPER PIPE -61. _____ L___,H Vi----i-/ ' -- I ,I :1 -5"th ( \ 0 _ 111W ft E5s w 0_ , • , .. o n 1 . .il z .111, 6 f4 lib 1 , , < III li I I= 3.-a/ < (.7 -4--- . 1 NIT ow < t tc11 *4- ■ r) ' !-.. !,) ',____,, ,, , 0 a 1......A1 )c---k21, MAIN LINE es -- 1 1 L....2.4._ L........1 woe I Nig _ , g Lij 6- MIN )1*-- 6* MIN COPPER BEN ,/ • ---- ---- 17- '1"""1111 at/ irn LT '-----.5--- ------------!, am *-lit 1-.■ ,J,-,4;:,,',,."4- -' --- `.-'i , 8* MIN BEDDING BELOW 8 2'' MIPT X COMPRESSION CORP , - I ti 1 i 0u-- vi< if4.7i-, IA. OUTSIDE OF PIPE BELL \\ _._,,// xi,c,, g„ 2 6 w (SUPPLIED BY THE CITY) \-- --- - --[----- -----Y) 1 *. tei: ---,....q, a (935° .471,24,7* w71 ,, _i a.'' r , ),„---1, w 0 e '\; (\s, „___,..= =7= \;\ 11 \\1:':-<",:2;,,\.• \\\\* N5A-\\7\\.\.,,,' I (i) p----- ..r'l .W i Illmilimmi Mit --..-ir.....„ g 4 0 , ,,,,' PA \\ \\\ ,„--- ,,,,, ---...-, \, \ \ \ ,,,,,- \\- --- NOTE 111""m11101 LE:i -->--hz'r.(: i: - -44 1 ;...,› g 9 ',<'/'\ # ''' 6; re\ ..„.,-...- TRB4CH FOUNDATION W .., --------- d" <cs al Z g STABIUZATION, AS REQUIRED - 1. CONTRACTOR TO INSTALL MJ X TAPPED 2" TEES AT 90' ANGLES TO METER X 1 x RI 0 1 0 LOCATIONS. HORIZONTAL & LEVEL. I-- 1- i.,r_. ! cy 8 w> - w 2 V) 13: F gw Z 10 5 E 0 IN 2. CITY TO PROVIDE 2" THREAD BY COMPRESSION CORPERATION STOP TO BE 6 ° • 0 dm INSTALLED BY CONTRACTOR. (CONTRACTOR TO TEST MAIN W/CORPS INSTALLED). 0 NOTE: '2 1. SURFACING OF PAVED AREAS SHALL COMPLY WITH STREET CUT STANDARD DRAWING. 3. CONTRACTOR TO MARK LOCATION OF CORPS. WITH A 4X4 PAINTED BLUE. IX X Iii ffi *z z ..--4 E...4 E-4 la: : 2. JOINTS TO BE TACK AND SANDED. 3 icti t 4. CITY WILL INSTALL ALL COPPER PIPE & FITTINGS FROM MAIN TO METER LOCATION cr W 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. 00 zn ° 0 4 b w 0 W Enwmi E.,..4 Z 02 w < 0 CID 00 ° - , APPROVED BY: APPROVED BY: APPROVED BY: /\ NO SCALE A NO SCALE /,A\ NO SCALE AGUSTIN P. DUENAS AGUSTIN P. DUENAS s AGUSTIN P. DUENAS ENGINEERING DEPARTMENT TRENCH DWG. NO. ENGINEERING DEPARTMENT 29 8C I -1/2" DWG. NO. / ENGINEERING DEPARTMENT li LARGE METER DWG. NO. Eillmil4 P:"--) CITY ENGINEER CITY ENGINEER CITY ENGINEER e • , 13125 oW R.EHGti HALL:2%. ,...Vtit HALL I:= AI !;1 ' ,) 13125 S.W. HALL BLVD. %-:,,, - .4,:41,.,; TIGARD, OREGON 97223 -IN j I #i rim) MARCH 1998 BACKFILL 180 , ..,- - - \ vOICE. (503) 639-4171 MARCH 1998 WATER SERVICE 521 - _, VOICE: (503) 639-4171 MARCH 1998 W/ FIRE BYPASS 525 FAX: (503) 684-7297 ---- FAX:. (503) 684-7297 crTy of TIGARD FAX: (503) 684-7297 OTY OF 'TIGARD 01Y OF TIGARD Z 4, MESON APPROVAL DATE OREGON APPROVAL DATE OREGON APPROVAL DATE , . . '1111114 Atila- 5 , 'row cii. - CITY WATER DEPT STANDARDS PLUMBING CODE ,,_;_-;1.11:,,Flit.,,m,,--- _, -:--21),-------,---1-u- ..,,,,.--_ i.L'ii ii, ----____,,,,L ;,1154-f 1-:12/1-11' Cf) im".4 (- .--- . .. ____ :`1.: 01 ... _ ___ _ , P4 if) Em."1 - •' 1 f- I:1 s''.,,..:T,..:' ...;-- ., r,----„. 00 IN,: Ma wLf,- ,, rill_ . ......111.,t'l um I i k-,-,, THRUST BLOCK CITY APPROVED i - ,..:, , Ell. .....,,i --/"OW- ..............- ._ ,1.1 ftalloyosi, BACKFLOW DEVICE FLANGE COUPLING fl-I'-'7 ' ■711:!,,‘, ,in"... I'M" ' 11111011111111110ri. iiiii !amisHilliiiii.1112 RETAINER GLAND - .-..,..., ,L -.11H4 , 11______ ---,Li,,- ' ADAPTOR 111 'I' '711/Isi :::.::.-::.:, _.,1 illr:_Ti,. ..,,: J.! wi ' ›'. 8 , :1T1'1:::G-E-D 'TEE --4 __._ , 12" MIN PLUGGED CROSS BEND PLUG OR CAP H WATER METER . FLOW affsmillmilAI!Ittrallifila 17* witylimiiini millorm=i1,4vAialtWaink.1. ..:ivi rt.wm• • , .T . • .,'- .•„'llian ) II MEGA FLG 1 . illiatrga' FIRE DEPARTMENT ,,,__.-- ,,, c,,r3- . if i i • ii...., ...,,, III PLAN FLG OR EQUAL g' k) 1 '-'e:' - ' .1111 CONNECTION „,,,411,5( -- ii..11.--, _ .--11- METER BOX 6" ---0-1 -4-7, 11 li • OPTIONAL AT THIS 1, , , Mt MIL 111111111+•1111 V11111.111 LOCATION 1" UNION EACH SIDE \ \ i DOUBLE CHECK VALVE ASSEMBLY MIN.1 1 OSHA APPROVED LADDER 1 li 24 MIN WITH ALUMINUM LADDER t .,:-.,..-..........______,.1 EXTENSION BY U TI LI TY VAULT s ! -'7._____z_7.._iwt.=.7...7._ ! , ' t k OA ‘`.':_--_,.,-/ CONTRACTOR TO SEAL ALL /.::;.:.....:::,.•..:., 7t----17,--7-17:-.. --;?_T- T-7-_,,:-:,, LATERAL --- ' PLUGGED CROSS - . - /..-:...,...:,••:'.:,'\ 4-i -.'.-•,4 ' -'1",lri±Mf-,11- ' -.:111?-7111;i411F.11 "-' TEE iffimil i PLAN OPENINGS IN VAULT WITH iiiiiiiiiiil \\-:\„/, 411 11111M81111111/ - NON SHRINK GROUT PRIOR loommilimi ' ''' `/::: \\\ %\\/ N> s.> ./ '.\ ' '. CONCRETE THRUST BLOCK SCHEDULE TO BACKFILLING ‘,/- .,!, .A\',/\,‘a.44/4<i ,mmil 0 ii.,,, .:,..iii,, ,. . Lz441077:71,4:_.::\.e.: :::;„1) 2" i-- ,1 8" ailab •<S\ <: \ //\ \ ,-/ f-- 3" MIN. 6" MAX. (BEARING AREA OF THRUST BLOCKS IN SQUARE FEET) . ....o.k.: ...: • .. ,. .. \\<•-. / N/2, DRAIN TO CURB OR FITTING 90SEND, TEE, OR 45* 22 1/2" 11 1/4" 01:11111111.11111:E1---'ila ,;''' 11---------------------2-7-7-f-17- D A YU GH T \'( cliamemtit_ _____. _ , _allialD14,, 2111117,411:11111111, GROUND LINE -,,,, --,r. 1.111T-------7------ 1(.- SIZE (INCHES) PLUGGED CROSS BEND BEND BEND .-..:-. :" 1--- - i 11 WATER METER I - -- w 4 01.9 01.3 OM..1011* MO.OM. II! !. ,:ki( -0,, r 1- ..., .... A r, -- '1-r 3" MIN CLEARANCE 1 6 04.0 02.1 01.3 ONO,OWN. liii i i 1 ii-/ '•#iir ". ' ' P 14) Th.; 'f'"C-b- ON OPENED 8 07.1 03.9 02.0 01.3 ,t4V- L." - 1 -----------------t- ' OS&Y VALVE , 11 12 16.0 08.8 04.5 02.3 MEGA FLG OR EQUAL , - , L CRUSHED ROCK BASE-7 t i ,111 INLINE CHECK VALVE 16 28.4 15.5 08.0 04.0 WATER i P ", [/la* 5c I -- I 24 64.0 34.9 18.1 09.1 ti DETAILS g ELEV/t\TION () i. _ , ___ Aii 11_____ 1 13 : CON TRACTOR TO INSTALL . > Il ---.0.- --A6-181011 I , 1 , RODENT CONCRETE BALLAST 3 CU. YD. 1 L______i_______ _____ _____ =1„ Vr-SCREEN ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I. AND AN r--4 MIN. WHERE FLOODING OR I, *-„,,e)1-"STANDON" I 1:-. ALLOWABLE SOIL BEARING STRENGTH OF 1500 POUND PER SQUARE FOOT. TO v.. BOX SPECIFICATIONS izi------d-RIPE-STAND- - -----L jrN, ,-- 1 HIGH GROUNDWATER EXIST---- . COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING ee (1"(P.) --/*" N-DRAIN TO DAYLIGHT OR STESSES, USE THE FOLLOWING EQUATION DEVICE SIZE BOX TYPE e„„)0„,$) 0 ,\.,., CONTACT CITY FOR INSTALL SUMP PUMP 3/4" - "i" BROOKS #1419 SERIES OR EQUAL BEARING AREAS - (TEST PRESSURE/150) X (1500/SOIL BEARING STRESS) X (TABLE VALUE) PROJECT: 70570.000 0, 1 1/2" - 2" CARSON 1730D P1 5L OR EQUAL ELEVATION PUMP SPECIFICATIONS NOTES: DRAWN: KL -g- , 1. STRADDLE BLOCKS REQUIRED WHERE LINES MAY BE EXTENDED IN FUTURE ,..„! SEE DETAIL NO. 561 CHECKED: CM 2. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. INSTALLATION SHOWN IS ONLY iN SIJGGESTI ON. , 12" MIN 3. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. DATE: MARCH 2008 -_' 24" MAX 4. THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN z 1. DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER. ..; FIRE DOUBLE CHECK VALVE ASSEMBLY FLOOR TO BOTTOM ENCIRCLED ON THE PLANS : e.g. 15 INDICATES 15 SQUARE FEET BEARING REVISIONS: --t-.. AREA REQUIRED. OF DEVICE - 3 2. BRASS, STAINLESS, OR PLASTIC PLUGS TO BE INSTALLED IN TEST UTILITY VAULT OR *EQUAL BILCO DOOR 5. IF NOT SHOWN ON PLANS, REQUIRED BEARING AREAS AT FITTING SHALL BE AS COCKS IF BELOW GROUND INSTALLATION. SIZE WITH F.D.C. WITHOUT F.D.C. OR *EQUAL INDICATED ABOVE, ADJUST IF NECESSARY, TO CONFORM TO THE TEST 9 4 676-WA 577-WA J-5AL PRESSURE(S) AND ALLOWABLE SOIL BEARING STRESS(ES) STATED IN THE -0 3 3. DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, FREEZE PROTECTION, 6 . 687-WA 678-WA J-r5AL. SPECIAL PROVISIONS. AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS 8 5106-LA ' 687-WA 10 5106-LA 2106-LA 4D-.3AL 4D-3AL 6. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRESIDENCE OVER BEARING AREAS AND BLOCKING DETAILS SHOWN ON c) FOR INSTALLATION. s * CITY ENGINEER APPROVED EQUAL THIS STANDARD DETAIL. BEARING AREA OF THRUST BLOCKS ARE IN SQUARE c,... FEET. z... LL APPROVED BY: APPROVED in • NO SCALE i''' NO SCALE A APPROVED BY: NO SCALE F- / i AGUSTIN P. DUENAS , AGUSTIN P. DUENAS AGUSTIN P. DUENAS c., :,-,.. ENGINEERING DEPARTMENT DOUBLE CHECK ENGINEERING DEPARTMENT DOUBLE CHECK DETECTOR /.\\ ENGINEERING DEPARTMENT STANDARD THRUST C2 . 2 Lc, DWG. NO. DWG. NO. DWG. NO. c, CITY ENGINEER CITY ENGINEER CITY ENGINEER N.,... /40?41/ VIA, 13125 S.W. HALL BLVD. Atitik, itIva,\ 13125 S.W. HALL BLVD. ,t.!ff. litk 1# 13125 S.W. HALL BLVD. . ,.,:,..,,,,r TIGARD, OREGON 97223 ...:=, ., .,.1 f TIGARD, OREGON 97223 .40.:;,„f. ‘ 'TIGARD, OREGON 97223 .. ''' ----L-'-- \fa Rggi Ut117917 MARCH 1998 ASSEMBLY 530 . -.------ 'V' R(%11:::1g17 MARCH 1998 VALVE ASSEMBLY 533 --- vg; RR Utigl, MARCH 1998 BLOCK 560 t....° CITY OF TIGARD CITY OF 11GARD CITY OF TIGARD . . x MOON APPROVAL DATE MOON. APPROVAL DATE OREOON APPROVAL DATE c.U. , ' . , , S::-.1 SHEET 7 OF 8 0 (..) , < CIVIL DRAWINGS > Li - .. _ . PBS ENGINEERING AND ENVIRONMENTAL 1310 MAIN STREET 576-SA 576-SA VANCOUVER, WA 98660 (2) — No 1012P ,.7'-6" , PHONE: 360.690.4331 Galvanized Diamond Plate Doors 360.696.9064 OPTIONAL Optional—NonSlip Doors 4" I, 6'-9" 1 44" Custom Height ca, No. 3030P 1'-0" 2'-9" • - 2'-9" • • •- 1'-0" Tops Available Galvanized Diamond Plate Door WWW.pbSeflV.COi1T1 Maximum Height: 5'-10" ,# w/Locking Latch 441. Optional—NonSlip Door . TOP #�i .; (4) — 4—Ton Lift Anchors No.576-T-SA . i s i -- i i i , 4,760 lbs. 444621-""41141 $ _.fir 2rr Vent Term—A—Duct 1'-7" '''''$''',A*M';:..,:-...% i 1 Ir .ft..ft+ *.:''4", ,.,,,,,,,,,,, = ) 1 1 , ..., ,,,,,,,,,,zot,:w Iii i 4—Ton Lift Insert (1 Each Corner) I l,.---- J- l.Ji---L Jar-----• 1 , 4" PVC (2) — No. 1012P OUTLET PIPE Galvanized Diamond Plate Doors w/Sampling Tee 1, Flow Diffuser Baffle Galvanized Diamond Plate Door �� 4 — 4--Ton Lift Anchors w kin 4 PVC ( ) /Loc g Latch er4Z., INLET PIPE Slot for Baffle & Weir Plates w/Tee 7'-8�� (Typical) PLAN VIEW 2' Vent Oil Retaining Baffle Term—A—Duct 4" PVC 4" PVC '� OUTLET PIPE INLET PIPE Oil Retaining Baffle w/Sampling Tee w/Tee 9 Risers Available Flow Diffuser Baffle BASE ASSEMBLY 1 i Si i 14 No.576-B-SA r���lig 12,585 lbs. \ �,,� w NIL .4:4:'.i,a: ° 4 i''MI:a: :i w 2 1 ! CO Base 10,850 lbs. 6—1 E Baffles 1,580 lbs. j o: Weir 155 lbs. .4 t to s A �1 Total 12,585 lbs. =Mg , -- '�"-..: i^ a,•_: a Butyl Resin Sealant A .& 7:.r : s. 4—Ton Lift Anchor ,'•.: ' a sib_ (1 Each Corner) I "Y, • 0 s a, C) •: , 4. a`' Sediment Weir :4 a� y. . o 11144444 '• .OPTIONAL TOP-HEAVY TRAFFIC •: 4-,' '•.: '''3 Ico ._, E--4 4.1 No. 576-T-SA-HQ 4• l 1 I w 4,920 lbs. (2) — No 24 x 4 Castings ' r 4 .' Q .i O ^s• '6S 1 Sediment Weir 5r_Orr ,:_a: ,I _ -� 1 [—I E....4 Z ,:;1 _I I— f ci) cA C) f . 3'-4" g'-.• f `Notes: { '`'1 — SECTION AA Fill with Clean Water After Backfifling is Complete and Prior to "Start—Up" of System. . CD — The Oregon State Plumbing Specialty Code, under For Custom Applications the 918-770-0050, requires that plumbing products Following Information is Needed: 1'-11" sold in Oregon must be listed by an organization — Top of Separator Elevation gr\ Inlet and Outlet Pipe Sizes and Elevations ?mi ,‹approved by the board. IAPMO (Intl. Assoc. of Plumbing Scale:3/8"=1'-0" Scale:318"=1'-0" & Mech. Officials) is a listed organization. ® 576-SA 576-SA ØOidcastle Precast 576-SA 576-SA ØOldcastle Precast OIL/WATER SEPARATOR File Name:020ECO576SA2 File Name:020EC0576SA1 O I L/WAT E R SEPARATOR ulv uncTY VAULTDivision u1V UTILITY Date: 2005 1000 GALLON API STYLE Up 114 rr uAULT„oivision - Issue Date: 2005 1000 GALLON - API STYLE PO Box 323,Wilsonville,Oregon 97070-0323 PO Box 323,Wilsonville,Oregon 97070-0323 Tel:(503)682-2844 Fax:(503)682-2657 www.uvwiisonville.com p4 kn E"14 Tel:(503)682-2844 Fax:(503)682-2657 www.uvwiisonville.com 00 04? kr) Emil • SANITARY DETAILS PROJECT: 70570.000 DRAWN: KL • CHECKED: CM DATE: MARCH 2008 REVISIONS: . C2 . 3 ,.. SHEET 8 OF 8 CIVIL DRAWINGS t . .1 : i ir :• f''/MO. Ir. 4 '''' ' : 1, oliswf Ash OF 4'GONG.WALK AT SIM.CONDITION LANDSCAPE r TRENCH DRAIN- CIVIL AREA 5 )/ a" �" Ir 1L3x3xI/4'-&A^LV.w/I//2'x8" 1:V :. -• 1/4"R. NELSON STUD5 0 2'-8'O.G. , ,* b` 41 *4'S o 24"O.G. VERIFY iIfti1#ti N a v LED S®a b-0G 1YPJ ►' % I TT "TI0 I ODSTEEL BAR \ •. - . �._' ' °° 4 4- .a :.4 `° CONC.WALK ° �// . v °: � a a A °. : ° Q .� E T T L I N - - o�.• •p.(�.o o.o• •� O° o v° ° v 4 o �O o• arch i t e c s- #4 GOVT.TOP p •� aG� •, • - • o O •BOTTOM o 0 0�b0 p o0 000 0 ° ° �'"�''` s p0 oo " v 5 . 4 00 �/"- oo 6)00 ' � 8 op ° oo ° �o �o ���° �'� ° ° ° °- '•0. °.�% — 4-in' O.D. v �n, �° 00 �," o�bO ° °oop Q �'o°�o poa�o'�o Qoo O 89,09 °o Q oz — = : —= STEEL PIPE• \\opQ63 o0 op Weoo O• 8 Q; - 00 0 a - .. . � O e ,o 0 00 $ , 04, ° o o Zo •0 00 0 co °$ %p 4412 SW CORBETT AVE. FILTER FABRIC �'Q Cb°do 0 POIC�o odd pQ Cg0 00 0 00 0 90 • °• ° PORTLAND OREGON 97201 �,�o p 0,1)„„0 cap p o°�o°°o°(.10 o g°e 000° oa ° s'° °o� 40 NUNTCO KR2 TWO-BIKE PHONE: (503)248-9170 �``\q0 $p. A O 9 800 II-0" +/ I�3" II-0I STEEL BICYCLE RACK FAX: (503)248-0223 COMP.GRAVEL / / / / - BASE 11TYPICAL CURB & PAVING SIDEWALK (3TRENCH DRAIN flBICYCLE RACK 1.2 I I/2'=I'-O' I I/2'=I'-0" :!:3" 1 v214-0' 1.2 1'=1'-0' 8'NOM.CM w/ br ELASTOMERIC COATMG 6' HIGH POST-MOUNTED Y-'-,, LETTERS EA.SIDE - SEE W) `` �'��\� \ PREzL: !EI H SPECS. --FRG LAP SIDING 611 ca AP ON 8'NOM.CMU 7 ` ' 1; 4i 34'-I 15/8"At2 i '-o . .. 1 5 E:ALANt G keil; r �1(((f jf f 11N Q;I%A.W%%AIWA MAI E%AIWA/.%//lTOr A E/.' AIW �.Illb, ... /-' STEEL CORNER POST ��r� ,fi r 1,,,i H ir„,. r . �« 4 GATE PER SPECS. •• l 1x6 TRIM . .M1-A - /' FIBER-CEMENT SIDING 2x4 TRIM-PAINT 1!:1A .- I PEA • j?OVER BLDG.PAPER ON 1 :I. I�, F=4 / F'l.YUIOOD SHEATHMG �'_ 1 jj BOARD 7\--Q) `�:1: is r a '` : 1 ii LAP SID NG w/6' C.r' �'J 4"GONG.w/#3 /' as SEALANT 1..I.. . EXPOSURE-PANT a ., 32"O.G.EA.WAY r MAINTAIN I �. _ t- r _ ;q 1 T i. rt� I 1 ��. � ,j �- BUILDL !T 8 � . A1.2 8 CORNER DETAIL P.T.2x1??wl(2) 'DRILLED -_! OVER A1.2 s• O.C.- TYP:ALL ,l 1 f P.T. m �`�, r, 5 , › 1 g© !•/ GALY.EDGE ANGLE - / I I/2"=I'-0' t- ,y� i) 1x4 RIBBING ON CM _ a O TYP 1„„„- 1.2 all WALLS 1 1 SEE 3/AI,2 SIM. C 4 1 „„,,„ I ,„„ „ „, i r h„,„„. BOND BEVY!•48'0.0 MAX , ► I, zo 1�_ I - 1...., . 4 I, % a PREFIK SWEET tt 6�P x 10'L.GALV.STANDARD PIPE •� �;, METAL CAP it i I ELASTOMERfc CoATINrs : • ,�!i' 3x6 CAP-SHAPE TO POST: IMBED 2'-6' IN CONC.-FILL 1 • •° �- ON Chia-TYP 1 DRAM 4 SET M SEALANT •/ j, w/CONC. SLOPE TOP TO pRAIN 1 ,� CNAM- LI1�G GATE w/SLATS 8`NOM.CMU w/+5 Alva• 1 .�'-; ii ,,�. . p` �`- 24 OTC GROUT SOLID h:�(•:. % \` t i 11 :,.� 1 i~ 2x6 TRIM PRE-FIN.METAL i 'h l� PROVIDE SLEEVE FOR 4'CONC.SLAB w/•3•32' 1 IS Fi 3/8 Mo.,, , a T O.C.EA.WAY ON 6'COMP. 14 .I:: I 1 11 ri-- , P YLON SIGN - EL.EVikTION 1 : : -� 1. DROP PM OPEN POSI ION ,. 1 _ CEMENT BOARD la'-II 518' `\` / OF GATE - TYP.EA.END �ROCK .'s' •,j{!'! 2x4 TRIM 1.2 1' l'- ' I;_ I-.'M I I ' LAP SIDMG w/6 \- SLOPE U4'PER Ft. 1 *4 I i.. : :\ EXPOSURE -PAINT f 6 1 t °1 4 coNT. ELASTOMERIC COATING 10` Bu LDMG PAPER i ON EXPOSED CMU-TYP. OVER PLYWOOD -° a" . . 1 I 1 •4x2'-6'DOWEL w/STD. °Q.8°;a:8 HOOKS•32'OrC.1 PREFIN.SHEET 1- .�,. V SNEATFIMG ON Pt. (j METAL CAP ►: 1x4 RARING ON at �'�'�1... 1- '' SHAPE CAP FROM l2) ♦ �: . - •: � �~�T H E N C L Q S U R E - PLAN . 1 ELASTOMERIG COATING _ . 1: I L �l SITE DETAILS 3x/318 SET M SEALANT 1 •_ FILTER 1" �.`� ON CMU lTYP.1 II 1' r= 1 A5.2■i/4-I-0 FABRIC IIIIHIIIIII ILIA IfWfffffflteu v I 1.: ° 1 a� BOIL BEAM 48'O.0 MAX =11��••,•�":1 ., , I ■ • %Iii .. � I 2x6 TRIM SOLAR BEAM•48'OTC MAX I 1 :I 4 zo T DRAIN ROCK ZONE GNAW-LINK GATE w/SLATS I 1�� �T BOARD LAP SiDMG �' `� �I.a�1 I''~ ` �.-:�_ �h. `� I I WELD I-IIt�xE TO PIPE I I • .• 1 w/b EXPOS -PANT 1�:. :-�� `` :-1� I' ENGMEEREp FILL - d- i l l, .. `: j►1• i.. ,N �� BUILDMG PAPER OVER \.ill...N' ,I I .•� c 1. - .. SEE SPECS. - PLYWOOD SHEATHING + � � 1` ,� j 1.Ifli° , � ON P.T.bc4 RIRRMG ° - ► -• 6.x 10 L.GALV. �� j 1 - PERMIT REVIEW �' ....0-3. 4 I'D.WEEP HOLES• 8'NOM.CMU w/*4 VERTS• 1 I ' 1 P�� � •� 2 T - T m 1 Pii ♦ STANDAD PIPE y . .• ,i 4 � p �-- �•��� 1 0: I 32 OTC-GROUT SOLID I CULTURED STONE PROJECT: 2�OZ �►�►�►������,� .viii �∎,_ 1 NEW GRADE -SEE PRE-FIN.METAL I VENEER :' .�iiie F.R.C.SIDING w/6' CIVIL 4 REIrF.CONC.SLAB I°.►-) FLASHING 1 - DRAB: RUT .'.� , , b C SLAw/ 3.32 1 I.'43I'*f i�ic•�1 EXPOSUM ON 8 '- -- i' �� o�C EA WAY ON b COMP.o ?:�: +:� LATCH �••ii.•.=� -.�; �����•-�•+�•� NOM.CM MTY P) 1 � -- Liii �•i•4•i•%`' : .•i�❖i❖i ,_ T 2x4 TRIM CRUSHED ROCK CHECKED:-'8 114 iiIi ELASTOMERIC 1�" � :4 °.•.o.,.o SLOPE TO DRAM 4 ::: ' . I.. ■ -•.. ''''- •�.•�•.�i������������►:�� 10'X 1-10 GONG FOOTMCrt %I ' I narE: 2� M�1�C 20�U8 •, • i� N. COATING SLOPE TO DRAIN 1 1! ; '' i , I — ! w/(2)45's CONT.-DOM. - d 4 +4 h:, .I•. ♦ _�_.. _....•�:�! .'��'�.�.r. L��. .. Q ' rye_ -ly (�Vi�J',�,r3: 7 � , � , -.� � Q ; !.�.�-•..r. - .-...�•..•-•- .it ° �.� i '�-- toWALL•24 0.0 •n 4 - - ..7.----- -- , , 1 , 1 { { •Z�o` . p I G. WV' .v °�• oO �, •,.I 1 :•moo• .�° p C i , i i , I •:.; - a L � - . • 0 ote 1• - 4 •:.•.8:0 1 1 r J L T _r J L I I o° v •1! — .v �:°° 4 �' °°41-■ \i*p oO•••• �80•4� , ,o«�i gi��s L_L_ '.1'..1•- .. ENSINEERED FILL -gEE-`.�•o `1 I L i NOTE:OVERECAVATE NATIVE o Mo• • °•8.1• 0:•,1 �° 4 SPECS. °0:R 1 :� • Q Q GAL v. SOILS BELOW FOOTINGS AND ° \�••;, 1 1 e'O�•., o 5/8.GALV.S 1,..D { ( } .•�'��I.t = �••i� o '•iio' '•�° •o�• N PIN w/SLEEVE INTO I INSTALL ENGINEERED FILL .•o CMG.- (2)REQ'D. �'- T L WHERE REQUIRED-SEE 9; 8 x I'4 CONC FOOTING:w/ 0 8'x I'-4'CONC.FOOTING w/ o !•o L -1--- SPECS.!TYPICAL) g•o °°o.•� 11)�5 s CONE. .• �•..�•+' !2)05'6 CONT.-DOWEL To 1~'`i'"- N- . I - ' : 'el• SOUTH }.. . a���,,--°. •t'�' WALL•32'O.C. --- : .:L_. - ' - 0 :� (MORN SIMILAR - NO OPENING) EAST (WEST SIMILAR) co U w 6 TRASH ENCLOSURE - ELEVATIONS 7R TRASH ENCLOSURE - WALL SECTION 10 PYLON SIGN - SECTION 11 GENERATOR ENCLOSURE Al ce A 1.2 I/4'=I'-0" ' 1.2 3/4'=1'-0" " .:!_3' 3/4"=I'-O" 1.2 3/4"=I'-0" R j ® ® o o IH a (1)511I-6, o a T l32-6 V4 .6'5 3/4' , 1T3' "14'-0" 20'-l1 1/4' 51'-41/4' 23'-8 3/4' �, 3/4' i6'-II I/4' _ : #.U z / DINING -•H 0. -j A7.1 r f ,/� it 111 LP TANK - ( ' 40.,,v..7 , , i 1 6'REINF. 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'.: ,...._ <,rl MEN .,T,.tttlt�,ff.ftt.It,: �- - � i Q DORM i i t.�" L jj HW 6 a _ - 107 114 I� a �� 115 A7.2 �. _ I d- __ III ,/ 1 I EXERCISE m I'_O" 110 �� m CISE E ^, LOCKERS ¢- 74 m I I 129 � 113_ _ �'_/s ()%1 ., �►0 m A7.1 (/�1y,' 116 \ as i _to - a x IR MEN 0 SHWR }air ■� a z : m A7.2 , �`_`'�_ �- �- s 1 114 115 .�... e ¢ I_I 0 AMY NI Ma m STOR w s © . '' a DORM Q d II ♦ 11? - _ ® 106 o4 © a 0 m 1 8 = m IC'? r; TN in 2 el ... 0 m 1 Za E=4 04 m•/N� ..' .ri n5Yr:1r.V:1.::1:'.t:VY.:hS:M1:'S'::.LLtl1:1::5'.'V at55:Si1:Y:::t'l.SN,e:V.'.i'V.':N..t:'t Y:.Y.Yri:.:5i't.t::Y.'.t':r:•r. .....i ♦\ w, • © � � ,t .Y , ,....4•5 ..".A..Sn'.:Y.V:.'.•:.v.,Snt: __tlyl,,,,, W ft ttTTlTf Y 1tt1Ht►T1/11ttTTt►TTt1111111T1fttN1 it/t1.►ttT1fTT1111f1►t11t1titT/t/it►THftltiftitNTlltfillTifttAWM HTf Tt11ry 11111fK11f1H1if►tlt (ti( -p 122 1.1111{i 1�!!Ir{,�Ik1.411411.1itI�UAA1.1At1./-{4{.R{►.iRli{�1{lRilELI.ZI.{I.!1111�lltTi�l11:1.{.11lllkllN.A!!{.1,U1A1.{A.1{1111.{!{.1.1 Ak4,l/l!{./411.�.4�4!{,11�4A11{U.U{,1i{t1i{►i/,1iillitili4{�NI.Ui.1{1:1.\ '.::t- = GORR#2 © iZ BAY 12`-2" 5'-I I/4" 3'-T 2}Io 112' , GORR #1 m EMS CLEANUP/STOR 15 I 8 I UR ���%J//�/��J�J /�//-����y{O G C .-. � 1 1 iJ ¢ __ ......,,.:vr,:•nv:r:,^:nY;:rvr:r:zv,v:r:.;•:.r:;:;::.:;".s.:v::zr.:;':o:ru:.va::ruv:amvrxru,Y::rr^r:"s::,'t:,vrr.vrrn's \..�GS 0 122 5-0 CLEAR 3-0 CLEAR 6 128 A7.1 �'1 s _ a 1-;.- 43) A (1 br CORR#2 a�.2 103 ,� I ( DORM` = ° 0 mil - i r 1 . -/ 1 T g <--"- .<4 O F.D. 118 g 105 i-6 i-6 ` - - a FINISH 3`-ID' El/ l'--I' III-o' 1 o _ I A4.'I - ..,me! .13 -0" a 1 _ r I '11111111/1111111111111- N 4' - 1 ►iftiff .N:f 114 rt f►ttit.t f'tt1 t 1 f1 t :t_ -tlti iff t T f11f 1tT1 1f r1T M►f ITTIf tfTfTT�T►- WOMEN .} '111/1111114V�{H�f11/ 9flI LRfIT{►{{1i1{f!!1{i{ililfiti/l1�11{MC1.11�411111.{l1�IA 1,1.11if/fITNIl 111{111111,ft/1/1HfiT�/11Ti1t111f/{t,Hi,1{I{tif,1{}{tl{it,{Ui{N1/f{111 Ulil�►{1�{lRiAi1 411.k{{tM,1.11-1N.1:1.N.1:Ll11Ni�� C p A7.1 A7.1 . 1 .. . /A11 - .. ..1.....{.-...--.R.........4 1.. .... ►1.11U1.1,1.{1i11Nilltll.{11l A!.{.....11....1:.-. {. .. `- �/ `�.. r=1:1 a u` = 119 Ill j`�� �� SHOP - - = - N A7.2 124 r1 : IIIII ,.. IIII ................ E=1 cN, - - 4 _ r. - �- 3�2" 3�2, y 1 s D - 11 A2.1 O a`--r"TYP. i I ` ti E LOCKERS 0 / WOMEN 5 m ` \ m = _ = 120 s _ 119 A7.2 _ � I.....:illmolimm 1 cn rii 6 a _ FLEX 1 12 5 i/2 4-I V4 I = = �� - I 1 ViIi!t1 __ :..,,.,'.,,,.::}t.5'.'.SYR?'.',.,,,:...,Car'...,,,, ::::,,,'.R:i1;: :r _ - -, - - - -� -A72 EFICUiE STORAGE I �I P ei MINIM W/I/MINM \ __ __ r 126 I I OFFICE 101 _..., `N Q 6'-3 3/4' 3'-�/4' /'- q'_8 I/2" I �, j, 1:-.: I `� 121 B I 1'61 1 OBBY / j j 21-4 314 ` ►.- - - \ I / I I 1 101 14 TOILET m if b'-0. / _- j . - a I I iv •- - - - 102 A7.1 A7.1 ::1111=1111111=1111 Alli ith your-...\-- A7.1 I I , �, 4 © 11=1111=IIll=Illl= ` A2 2 � \ `- s�IIII 111.=1111. 11f1 I ss 0 LOCKERS \ I> �' �' ' me-� 4'� --,.� 1 1 IInn '••••� . , .-�--- -�- , CD 0 0 0 i0 0 0 IR • , Tcr 120 ` 01111 FLOOR PLAN & f111 1111 Ilil II 1► Z II/4 1 m z° c _II j - � - _1►II - Iii - IL �- = - � ENLARGED -11 it 11 I� III 6- -6- Illl ll1i 1111 Ilii . I I / 16'-0' , q'-I 3/4" , 12'--3"R O. , 3'-1' , 12'-3"R.D. , 3'-I" , 12'-3"RA. , 4'-4' 4'-0' , 7'-6 3/4' 1'-6 3/4' , 13'-ID i/2" , 13'-I I/2' �, FLOOR PLANS �• �� 1111 ilil 1111 11111111 I 11 �T 1fR-1-'-1 ►Tf ---' T/`111" 1�`T tiff'-� f'7 fi t11ff►�fTlNftftfi ltTtt -►�-7��"-f-'Y'" "� 'MOM Yf�t�ttt'lftt/.Hff1`lltfff ttifi►f11111fiitf C4.ltial)�R1F1�1�{.iflfN�lilili{tiff!{ffi maxim 111�1f11fITll�lill�i�1�1�1f11�41�i,11�11,1�1Ai 11�1f1-IL{Ri�11�1.{♦.1.1�i11ii.111�11�1�1�11tf,tlilT!►1tI11t11if111�N�i}I�ifilTf,l,f�Tyf�T�T,f{ftilt 1i{t1fi1T{T„t,fNTHf/T1111111�11fI11.1�1�1i111.`:fS,lt{II,1'1{1A11U�1{�11�{+.J1.1-lA1A{11.1.11S1f.\ -- - e. -- .A41.11 4 1 { .11......1...{11{.11..1..-..-.._...4.1A{...., ...... --tt`tY- �= g REVISED E 114' !4'-6 3/4" 4'-6 3/4' PERMIT REVIEW -N-.'' / !0'-1 114" , 101-1 1/4' i0'-1 l/4' , 8'-0 I/2" , o - , MECH 0 / 118'-6 I/4" ;4" ( i 123 / PROJECT: 2602 I GENERAL NOTES PLAN NOTES THIS SHEET CHECKED: ALL EXTERIOR DIMENSIONS ARE TO FACE OF PLYWOOD 0 PROVIDE 45x6'DRY ERASE BOARD. MOUI4T 0 36"A.F.F. VERIFY EXACT LOCATION. 12 PROVIDE KNOX BOX MOUNTED 61-0'A.FF.THIS LOCATION. I. CENTER SHEATHING OF TOLE I OTl�RWISE NOTED.DIMENSIONS TO 2x6® 16'O.G.WITH 518'GYP.BD.EA.SIDE. FIBERGLASS SOUND BAIT INSULATION 13 DRJNKING FOI�ti MW4I SO THAT BOTTOM LEADING EDGE OF DATE: 2 M 1 �!12��8 CENTER OF OPEfitiNGS UNl.E55 O1�RWI5E NOTED. NOS• FOI ITAIN 15 26-A1-1/8:-A.F.F. .. ENLARGED PLAN ALL INTERIOR DIMENSIONS ARE TO FACE OF FRAMING ( REV1S{0�5: 2. IRE%OTT-?WISE NOTED. 0 FLAG POLE. SEE SPECIFICATIONS. 14 ENTRY CARPET-SEE SPECS. • Il4`=I'-0` (�`� PROVIDE FIBERGLASS SOIRJD GATT INSULATNON Fi�L HEIGHT OF WALL. PROVIDE ALL INTERIOR PARTITIONS ARE 2x4 WOOD STUD5• " 15 WORKBENCH-SE SHEET A8.1. 3• i6'O.G.WITH 5/8' W.BT1.EA.SIDE VNLESS BAITS 2-D EITHER SIDE OF WALL ON TOP DP CEILING. OTtTERWISE NOTED. FIBERGLASS SOUND BATT Q PROVIDE(6)ADJ.SHELVES. SEE SPECIFICATIONS. 16 T.D.WASHER-SEE SPECS. IN51�.AT10N NOTED. 1 !�rr 1-0" V TURNOUT LOOKERS-SEE Si r A .I. 1 AIR COMPRESSOR-SEE SPECS. 0 BICYCLE 'A'-0)REC>Ti11RED-t 1NTGO"KR2"BOLLARD RACK 18 NOT USED 0 4' 8' 1 6' O RB..ITE IN HOLLOW METAL FRAME. ALIGN HEAD OF RELITE WITH HEAD OF DOOR. 19 OPERABLE PARTITION-SE SPECS. PROVIDE TEMPERED GLAZING PER GORE-SEE SPECS. co x- 24 GRAB BAR-SEE SPECS. 0 (1 ENTIRE BUILDING INCLUDING COVERED PATIO OUTSIDE ENTRY,DINING I- �'J DAYROOM SHALL BE SPRINKI�PER SPEGiFIGATIf i 18G STANDARD q-I. 21 TOILET PARITITIC IS-SEE SPECS. T 1/8" = 1 -0 PROVIDE PLASTIC NALL MOWED SIGN WITH TEXT: ce 10 "MANY OF THIS Room SHALL.NOT EXCEED 51' 22 PROVIDE TEMP.GLAZING PER CODE-SEE SPECS. . w CO a2A-IO6G FIRE EXTINGUISHER-POTTER R 3005'IN 23 HVAC UNIT-SE MECHANICAL. PROVIDE SCREEN MU. CL 11 RECESSED CABINET FRG-1301-68-6 ROW. PER II/Al2 51M.. a N 0 , -, C1) ILI I/4' 61-10 3/4' • . ,. ,.. 5'-4 I/8" LEI 3/8" NI WV 4L10 1/13' 61-11 I/4° - - LEX l'-6' (Lb* r-bn LOBBY 1.-3. . .-"i 1WiS 0,, • . ,. . ROONI FINISH SCEIEDULE 104 I mos Now : .• 413P ir _ TO F.O. l'-'-'--2 FINISH 131 0 -.1 i FINISH I ' 1 ims.. ........., 44 (...) pwayaz _ I stmeamanyayammayamoims . m.o. *itib: ,.. . FLOOR WALLS CEILING fi la 11.1.!` Fi . ............_-, r . ....... 0 ___ E.• __ _ illi A/... 1-. .__MglikVilbrAZYNA 1 3 1 3 NO. ROOM NAME - NOTES __ - -- , I :1. A5.2.2 A5.2 MATERIAL BASE MATERIAL FINISH MATERIAL FINISH HEIGHT \ - - - - , , .1 1-TOILET k TOILET \ II qz ' - 1 BAY 't..._ . 'I') 101 LOBBY STAINED GONGMALK-OFF CERAMIC TILE 6NE3 PAINT 5U5P. 6IAIB PAINT cr-b" -- LOBBY 1 1 *ILET \ 'El eh 1 3 3 - i El 0 f w 132 ti 1 ) !I / A7.2 1 \ II \ 122 ill ; - __,---5.-----"<" ---- ----..,. 102 TOILET STAINED CONC. CERAMIC TILE 611E3 PAINT/CERAMIC TILE 5U5P. 611B PAINT b....3,. G.T. WAINSCOT :71.,. 1 oi 4 \ 102 \ ??,41z illik 103 GORR *II CARPET RUBBER MB PAINT 6115 PAINT q1-0"NARIES - ff: 1 I 1\ 6. \ Alik i is N q Ark/ 0 1i 1 TOI 7 co \ \ E.......cs A5.1 104 FLEX CARPET RUBBER 611B PAINT 5U5P. ACT - q1-0" - i `,. irk //9 t• ' A7.2 I- 0 -...„ A7,21 li \ 1 0 / MO C) CI 105 DORM CARPET RUBBER &NB PAINT SUSP. r; ir? 1 lir 1 1 . r.,ai ,iiirdmil ii -4:' 1111 _ E DORM CARPET RUE3BER 611B PAINT 5U5P. ACT n kl 1 ti A5.2 rn fx A4.1 _ 101 DoRM GARPET RUBBER 611B PAINT SUSP. AGT - 41-0" - iir . n'''\R.2:-I L J . I_ t...,...,........_.... L...„„J. . 01 11-41/2 Ill‘ 1.14 Call 1110/A11........ I ligtiEll.j.)4 --- ---1---- ini RC). 10f) Pow CARPET RUBBER 61^1B PAINT SUSP. AGT -- q'-0" - ... _ ..___ .,.,...........-1---v........--,, :L.\ ir- \ 121 PI Pi ED oi• -0-. ...?:. ,f____zi-_ 4r 1,___2:_:__ _,A. I, _ loci LAUNDRY LINOLEUM RUBBER 61^IB PAINT SUSF'. ACT 6_39 0 i'-.3i I 0 F O. ED • "2-R E RD- 1 5 RD. 8 _ 1I0 DAY ROOM CARPET RUBBER &NB PAINT HOOD TRUSSES $ DECKING STAIN $ SEAL VARIES - 0 F F. -0 ..., WISH III DINING LINOLEUM RUBBER 6113/11009 PAINT/STAN MOD TRUSSES 4 PECKING STAIN $ SEAL VARIES SEE NOTE I FINISH I FINISH. TFO:FisH.01 . EXERCISE E • ,10 A5.2 (64) A4.1 112 KITGHEN LINOLEUM RUBBER 6116 PAINT SUSP. &NB PAINT qi_otint_3" TO 11-L. 61-46 L I yoop L2 WOOD/IvETAL L3 METAL PECK -- 113 LOCKERS CARPET RUBBER 611B PAINT SUSP. AGT -- q1-0" -- FINISH / 114 MEN LINOLEUM GERAMIG TILE MB PAINT/CERAMIC TILE SUSF'. 61113 PAINT W-011 -- SMILEY 115 SHWR LINOLEUM CERAMIC TILE 611E3 PAINT/GERAMIG TILE 5U5P. 6IAE3 PAINT /31-3" G.T. NAINSCOT ENLARGED PLAN 2 ENLARGED PLAN LOUVER TYPES Ilb J.G. LINOLEUM RUBBER &NB PANT SUSP. MB PAINT s.....30 E T T L I N _ 111 STOR LINOLEUM RUBBER 614B PAINT SUSP. 611B PAINT 6_3., 0 1/4'14-06 A 2.2 1/4114-4)1 architects _ -0" Ile) GORR it2 CARPET RUBBER &NB PAINT SUSP. AGT -- q1-0" - Ilq WOMEN LINOLEUM CERAMIC TILE 611B PAINT/CERAMIC TILE SUSP. 6WB PAINT EY-3" G.T. WAINSCOT 120 LOCKERS CARPET RUBBER & _NB PAINT SUSP. ACT qF-O' -- 121 OFFICE CARPET RUBBER 6WB PAINT SUSP. AGT -- c11-b" - 4412 SW CORBETT AVE. 122 BAY SEALED GONG. SEALED GONG. 611B PAINT EXPOSED TRUSSES PAINT VARIES -- PORTLAND, OREGON 97201 123 MEGH SEALED GONG. RUBBER 6115 PAINT SUSP. 6113 PAINT --- OPEN TO MEZZ. PHONE: (503)248-9170 124 ELECT SEALED GONG. RUBBER 611B PAINT 3/41 R SUSP. 61113 PAINT 101-0" - 4L10 3/4'RA. 342 3/4°RD. 2-10 3/4 RD. 5L8 3/4'RD. FAX: (503)248-0223 41-4 .O. 125 GOMM RUBBER RUBBER 6WE3 PAINT SUSP. 6WIE3 PAINT 101-0" -- • 3'41 4 i 141 3'4° 2-10' 2-10' 21-10" 31-0" A lw _ 12b STORAGE SEALED GONG. RUBBER 61,4E3 PAINT EXPOSED TO STRUCTURE PAINT VARIES - ‘111 AIL 1 121 SHOP SEALED GONG. RUBBER 6NE3 PAINT SUSP. MB PAINT q1-0" - Ali A5.2 A5.2 A5.2 xx 1213 EM5 GLEANUP/STOR ANTI-STATIC FOORIN6 RUBBER &NB PAINT SUSP. 611B PAINT cr_oii A5.2 - -- ___, 12q EXERCISE RUBBER RUBBER &NB PAINT SUSP. AGT -- 101-0" - - ..., , 130 TOILET STAINED GONG. GERAMIG TILE 61A1B PAINT/CERAMIC TILE SUSP. 6WB PAINT V-0" G.T. WAINSCOT EMI El - 9 .i.,4 r-EMI I 1 0 A5.2 - % WI !.? 1 6 IN A5.2 1 A5.2 .7.;) 01 CN4 A5.2 6 A5.2 131 LOBBY STAINED GONG./NALK-OFF CERAMIC TILE 6NE3 PAINT/CERAMIC TILE 5U5P. &NB PAINT GI'-b" - cl cie ci ce. A A 132 TOILET STAINED GONG. CERAMIC TILE 6WB PAINT/CERAMIC TILE SUSP. GIB PAINT bLey. G.T. WAINSCOT / \ 133 TOILET STAINED GONG. GERAMIG TILE 6WB PAINT/ CERAMIC TILE SUSP. MB PAINT S'-0" G.T. WAINSCOT !I I AI '?_ -.? Fit Ark z' . / As '4Iz . / \ rc, ., ,g, / \ / \ 134 POLICE GARPET RUBBER &NB PAINT SUSP. AGT - q1-0" - ii, A5.2 In 7.- / \\ A5.2 Th A in ..t.d?0 ih A / \ / \ / \ --135 COMMUNITY ROOM CARPET/LINOLEUM RUBBER 61A1B/WOOD/VINYL PAINT/STAIW-- SUSP. AGT qi_bli SEE NOTE I M. ..J , ...............„._, / \ A5.2 / \ Al........ 1 II \ / , \ / \ 136 STORAGE GARPET RUBBER GIB PAINT SUSP. 6NB PAINT V-0" -- NOTES AI id Ali 2 A5.2 A5.2 A5.2 A5.2 I. PROVIDE CHAIR RAIL PER DETAIL q/A1,2. A Al B B1 B2 2-6 3/4" 2-6 3/4' SI-6 314'RD. 31-0 3/41 (ILO 3/4'RD. RD. / © n 2-101 2-10' 2-101 3'-O' 31-01 3LO° 3'-O 2L6" 2-61 / V) 1 AI AI x V x A5.2 A5.2 C)r. Z xx xx.) Z 0 A41 0 A5.2 _ DOOR AND FRAME SCHEDULE -, . A5.2 A5.2 % WI ;, ..,,,,,, 1 ... 1 (:==1 IL-, 0 A5.2 Ci L________ NV A5.2 sil FC---i 1-C-1 riq FIRAME tx ;3- - A @ GORNER ;r -64 IN tE----- g DOOR / \ 4 DETAIL 9 - rn ;:ii) / \ / \ 1 A5.2 LI , 11 A5.2 E=4 Z DoorFinish ElevationType NOTES / \ 1 L A5.2 A5.2 t:=1 6 MATL , , , g MARK DOOR SIZE MATL HEAD JAMB SILL A5.2 Aft k3 0 , I 1 10IA 31-0" x T-O" ALUM. -- E ALUM. IEVA5.2 lb/A5.2 16/A5.2 -- B3 C A5.2 D E El MI v?) [ 1 _ 101E3 31-0" x T-0" S.G. $1000 STAIN 4 SEAL B H -- - .M. 4/A2.2 4/A22 102A 31-0" x T-O" S.C. NOOD STAIN $ SEAL A H.M. 4/A22 4/A22 -- I WINDOW TYPES =>. FA 104A 31-0" x 11-0" S.C. 11000 STAIN 4 SEAL C N.M. 4/A2.2 4/A2.2 -- - E=1 ( ,11 - 105A 31-0" x 11-0" S.G. HOOD STAIN 4 SEAL . A H.M. 4/A2.2 _ 4/A22 -- -- I/40.11-00 NOTE: PROVIDE (4) AWNING-TYPE \e 1 106A 31-0" x 11-0" S.C. 1^100D STAIN $ SEAL A H.M. , 4/A22 4/A2.2 -- -- l'-•-: UNITS w/ MANUF., STANDARD ELEC. 101A 31-0" x 11-0" S.G. IA000 STAIN $ SEAL A H.M. 4/A2.2 4/A2.2 -- - • ., , -,.., OPERATORS AT TYPES 'E' 4 'EP. 108A 31-0" x 1'-O" S.C. MOD STAIN $ SEAL A H.M. 4/A2.2 4/A2.2 -- - 10qA 31-0" x T-0" S.C. WOD STAIN $ SEAL A H.M. 4/A2.2 4/A2.2 -- I -.., I 10A 31-0" x T-0" ALUM. -- F ALUM. 18/A5.2 I/3/A5.2 lb/A5.2 3 ..-i:l _ .:--•: 6-61 IIIA 3'-0" X , ALUM. -- 6 ALUM. lb/A5.2 I13/A5.2 16/A5.2 3 ''.:.1 31-01 ii IE3 31-0" x T-0" H.M. PAINT B H.M. 4/A22 4/A2.2 -- -- .,1 1 ,_... , II3A 31-0" x 11-0" S.G. HOOP STAIN it SEAL A RM. 4/A2.2 4/A2.2 -- -- SEALANT(TYP) PROVIDE 85(24'LOWER 31-01 113B 31-0" x T-0" H.M. PAINT A H.M. 4/A22 4/A22 - - LOUVF3Z ON DOOR LEAF. 'TEMP. TEMP. 9/ IIbA 2 @ 21-0" x T-0" S.C. HOOD HOOD I) H.m. 4!A2.2 4/A22 - 2 GLASS GLASS 1,:/2" ....-..,:..: 1. ..,,.......... II1A 2 @ 2'-0" x 1-0" S.G. 1^1000 1^1000 0 H.M. 4/A2.2 4/A2.2 - 2 14.M.FRAME / 'I- /\ . 1 ISA 31-0" x 1'-0" H.M. ' PAINT 13 H.M. 4/A2.2 4/A2.2 -- - I ingx1/2'NM STOP / 1 5/8* !".11 T- JIM" / \ 120A 31-0" x T-0" ' S.C. HOOD STAIN 4 SEAL A H.M. 4/A2.2 ) 4/A2.2 - -- , 120B 3'-O" x 11-0" N.M. PAINT A H.M. 4/A22 4/A2.2 -- - . GLAZING-SEE / / TEMP. TEMP. i" TEMP. I2IA 3'-0" x 1'-0" S.G. 1^1000 STAIN $ SEAL G H.M. 4/A2.2 4/A22 - -- 5 3/4' spEcs. / II a.Ass -111111 GLASS GLASS GLASS / / / > ;S2 7i.c2 121E3 31-0" x 11-0" H.M. PAINT B RM. 4/A2.2 4/A2.2 - - \ \ ENLARGED I22A 31-0" x T-0" H.M. PAINT G H.M. 4/A22 4/A2.2 -- -- -11\/ \ \ \ TEW. TEMP. _, 122B 121-40" x 121-0" -- -- J -- - 14 $ I5/A5.1 -- -- ;It, &LASS GLASS ...,1' FLOOR PLANS, I22G 121-0" x 121-0" -- -- J -- -- 14 4 I5/A5.1 - -- 3 H.M. RELITE FRAME \ \ 1 '''''''' \ r_zizi 9 SCHEDULES & 1220 121-0" x 121-0" -- -- J -- -- 14 $ I5/A5.1 - -- \ \/ 122E 12'-O" x 121-0" - -- K -- -- 14 4 I5/A5.1 -- -- A 8.1 34=114). 44E,AD, JAMB, 4 SILL SimiLAR -.\ I22F 121-0" x 121-0" -- -- K -- -- 14 $ I5/A5.1 -- -- A B C D E F DETAILS 1226 121-0" x 121-0" -- -- K -- -- 14 $ 15/A5.I -- -- PERMIT REVIEW 12214 31-0" x T-0" N.M. PAINT G H.M. 4/A2.2 4/A2.2 -- -- 4Lb" I23A 31-0" x T-0" H.M. PAINT A N.M. 4/A2.2 4/A2.2 - - PROJECT: 202 i.:, on I24A 2 to 41-011 x 11-0" N.M. PAINT 0 H.M. 4/A2.2 4/A2.2 -- 2 3i-co' , 125A 2 to 41-0" x 1'-O" H.M. PAINT 17 H.M. 4/A2.2 4/A22 -- 2 ---. DRAM RUA- 5 CECKED: 12bA 2 to 41-0" x 1-0" N.M. PAINT 0 H.M. 4/A2.2 4/A2.2 -- -- . 1 *"1111 1111 : WV f3D. - ■,-- 128A 31-0" x T-0" H.M. PAINT A H.M. 4/A2.2 4/A22 -- -- Y III- 'TEMP. TEMP. II I I 12qA 31-0" x T-0" H.M. PAINT B H -- --M. 4/A2.2 4/A2.2 :.:.-- ....- (2)2* GLASS GLASS 4TE: 24 MARCH 200a 130A 31-0" x T-0" H.M. PAINT A H.M. 4/A2.2 4/A2.2 -- I . : HEADER MN. . 131A 31-0" x 11-0" ALUM. -- H ALUM. 18/A5.2 18/A5.2 lb/A5.2 3 -•.■ • -SEE STRUC. 1. REVISIONS: - 1 TEMP. 131B 3'-0" x 11-0" H.M. PAINT B H.M. 4/A2.2 4/A2.2 -- 3 I/21 :: TEMP. 132A • 31-0" x T-0" 5.G. WOOD STAIN $ SEAL A H.M. 4/A2.2 4/A2.2 -- I .••.•1 ri.11- a_Ass Ir 133A , 31-0" x 11-0" S.G. HOOD STAIN 4 SEAL A H.M. 4/A2.2 4/A2.2 -- I TEMP. I34A 31-0" x 11-0" S.G. MOD STAIN $ SEAL G H.M. 4/A2.2 4/A2.2 - - • NM FRAME GLASS "Tc2 I35A 31-0" x T-0" S.C. 14900 STAIN $ SEAL G H.M. 4/A2.2 4/A2.2 -- - -----L_FF 1355 31-0" x 11-0" S.G. MOD STAIN it SEAL G H.M. 4/A2.2 4/A22 -- -- ams I lzx 13% , 2 @ 31-0" x 11-0" S.G. MOD MOD 0 H.M. 4/A22 4/A22 -- -- woo DooR ---7.-\-- 1350 _ 31-0" x 11-0" ALUM. -- F ALUM. 18/A5.2 lb/A5.2 lb/A5.2 3 T .:11111115 3/4'TYP. ''.it .9 w NOTES I 3/4'•2*WALLS G H J K I._ A2 • 2 1. UNDERCUT 000R ONE INCH - SEE MECHANICAL 2. PROVIDE LOUVER - SEE MECHANICAL AND DOOR TYPE ELEVATION 4 TYP. H.R. DOOR HEAD DOOR 'TYPES w ... 3. SPECIAL HARDWARE REQUIREMENTS - SEE SPEGIFIGATION t. SECTIONS 08100 (FOR H.M.) AND 0.5520 (FOR ALUM). A 8.1 3*-44)8 8 1/4a=1I- 01 c, 0 METAL ROOFING OVER ROOFNG FELT- SEE SPECS. PREFN.METAL ++♦♦+++� _ i ;:;AL EDE OFNG : ';�+i+i+++i+i+i+i+i 1 FLASHING FIBER CEMENT SlDMG BIRD SCREEN EMaNTED it oF 0.ON MSIDE FACE. • �' WELD MEMBRANE ._ w:+�+�+�+�+�.�+�+� , ANT t BACKER ROD ROOFING TO COATED = + ( ••� .�I r °��' l�.ASHNG r i i i i i i i PREFN.MIL.FLASHING_ 1 �: ' SILL CUT FROM_ 2x$CEDAR � _ v E � /pp, 4 •J . !_ 2x6 TRIM 2x6 TRIM 2x6 TRIM , / - r-- ,4 SEALANT ALL SIDES ++;��; ---M ■■••--"."41"11WI ... . \ , ,/, ' ---- '111NIIR / , 4 I - u \ PREEN.MIL.FLASHING F'REFM.MIL.FLASHMG -' �� S•4 �� SELF-ADHERED I SELF-ADHERED ��i!i!i! � :''',,r f FLAMING MEMBRANE FLASHING MEMBRANE - %%iii FCs.BATT 1t45UL.I t\NN% .\_____ -- METAL LOUVER , k+i+� METAL LOUVER I /\ I I4\ --� P E C K 5 CRICKET D ETAI E_ 6 LOUVER TRANSOM 7 METAL LOUVER HEAD (8 \ METAL LOUVER SILL SMILE Y K — t M � �� I-0 ETTLI N 4.1 A 4.1 3° = I'-O" FOR BALANCE OF A4.1 3' _ I'-°' FOR BALANCE of I 4.1 3• = I1-0" FOR BCE OF iimk PREFM.M E T A L ROOFING ON NOTES S E E NOTES SEE N O T E S SEE a r c h i t e c t s ROOFMG FELT VIP ‘111, nir RIGID NSUL. PLThV.51-EATHING ON ItG 12 tlbop DECKING- SEE STUC. 4412 SW CORBETT AVE. 4 - PORTLAND, OREGON 97201 PHONE: (503}248-9170 ? : ,, ' 9 FAX: (503)248-0223 :, •-.... :..F: ;. ' ; , -� 11-4 Yr , A5.1 4.rr" :,‘,1,'.'::,,;,,,X`,..:„ • +/-25185 '�,,--�..�'►.+'�*.�... . . ,�I s. OW 1 iiiii 0 )11 1111111 ' a Ix4 Tt G �!; I PREFN.METAL CEILING , j PREM.METAL GUTTER �''' ' 1 ROOFING PLYTV.SNEATNNG OVER 1- _ +' ( 2x6 51140 WALL 6'-0• ':. :^,... <r i 1 1'-41/2' 12 _„,...,-0/........,.I� �� - ..-„•••'•.,i»• T.O.IE ' 4 5/$'GYP.8D.- -- �� PLYLIV.BATHING OVER . 1 „�P�»�••`",,,a'0- +1-24831' `s� TYI:'• �� !i� RIGID Ittif l.. 4 1 _.... ' ' A ---- CEMENTITIOUS LAP SIDING .. I -�.��•.- 0, 0 a { ` �` ON BLDG.PAPER Q ../ 'l I `-------- / U ;,: F.G.8ATI NSUL.. A1 j, , A3.1 .1 *4_ v 'it M ■ A4.2■ Z ° Z I �, 4 12 ; € - I' -` — 12 ••. '�;'j'�y`Jj`,'.•w A4.2 g 0 O-g.„, t 2-0 z I 2-�� ' I :ii - Nor‘ssiipisiiss,, I 'i ., 12 rte''' 4 i. . ,, , , , A "4 , 12 '.. :41W...t Iiiiille, _ ..0110 Fl Z1 C) $1/2' :;r•~ * ..E°. .. a��:•�0'� • i . . APPARATUS BAYS •.•• ........... ;i;a�... .. 5 ,� 81/2 .,���....,��```.. koo 1 . .,� 12 I ''''%:('116.:71.. *, ��s' ` .. f . t, t A4.2 1 iii �;�+ •• • r I,garl 1 N_ . se414,401 !4 4l . Illar i ' 410P-4 %IF -L,..- ,. aKPPiED TtG WOOD i< ► { ` .�► ��� !b.+ii�••��• ! / \ ��� \ •���••,�i ��4 •M NNW DECKING AT SOFFIT '� A - ' •• : I ,. •i j WOOD TRUSS BEYOND fi-���1. L w-- •'�''�E imminim-,► ii -SEE STi .�,'g ► �.�.�. �.�.� I� I Ill WOOD TRUSS BEY - r r s I ; SEE STRLIC. I ` • , _ �- I :1. 1 ,� j 1 . ,/- ;► -A • 1 . . EXERCISE • •a _ `.� . E=1 CNI f _--� --- _ _ � 129 -- ._. - La-aa:. �.::: :::.... .:. 9 114. i RI WOMEN• ORR# .� DORM• .11' , }106 I `��I E/•TITI rte.ar,r+.r.r�..�..�..� w.w�•.r�:r • n.���.� 1.•'!.! - •�® 11 11 1� '•� - il LAP SIDING I f � - �... ..a 1! .!! :� :•x ; ^^_ ■ _M_ ■ u/��/.rao/.luiirelni atroli msou!!!!/l1111te�ll111M111111/�t�!l�11111311f �.�'” 'LI f!i -_ I ■ ' i r-w•..r ,r u.. _- -_ -.-...a.,'r-- t ii i ix, r ,_ E-—0 I gm I i roil 1 c 1 I I •.. - � ..rte. ... ♦ N►�. - ■ SO — — „o, HP ` All lw_ WINDOW UNITS w/NSUL. my I GLAZING(TYP.J-SEE - - }.: - i _ SPECS 1 BUILDING SECTION I !„►, AI r i £ 4.1 I/8"=I'-O• [ .4 '1 I MY Iii MI !:.G 1fl1f i r •.r.; ,NI oh a ,....4 CULTURED STONE VENEER 1 I `'•' [ CULTURED STONE VENEER 1 1 , / ! . CN MORTAR SETTING BED I �' BUILDING & WALL I , A3.1 ♦,,, _, � „i t,s 4��, i �► OVER LATH N MORTAR te SCRATCH COAT SECTIONS & .- 5/8'GYP.BD.- �. TYP. ��, I BUILDING PAPER CN 12 ' I1llI� ; PLYWOOD SHEATHING OVER ;r 4 f 1i1I M a,CONG.WALK i — �: r - - ��-E 12�;. rr 6 -• - _.i AI� A5.1 I2 ����"�� -. � �����.. � i T _ � 14 •••✓•,�, ►• tl• DRAIN►!; IA.CONS 23600` TA.GCNC 23600' ►�I _ ,. •••�� �C 31�Iy�.�, ,IV .�.._ _ . — — — —� EEEEEEEE . JI1 %VP _r !�,_ .,: .� ,... _—,�► 4.1: f I f k f 1 I IIEEEEEE/ •,.;�1,�., .I. .. — l . . S '�` f ;� v 4 �%-' �' Mimi #'���:! •o!ti ,� 4►:'4'..� . C�EGKED:all MIIPIP!....ifi ....tot_.*iiii11111111111r1: ',. altel* �l: t-.V, Wl.t.v; �7 III,I• y - 7? G(..„5.4,-.) t '}_ Ji �!ils`,�. G 14`5 , I = �1= VVlV11Y11JNiTY •,- 'Cx j ;,,0,.za �; 4--',i .3 v �� j ' I� / I ) # M / .\ DOOM REVISIONS„- �,, i ■ / 1111M �= " �/ :/ / 1'35.m a a �d: d FCXMpATICN PRAM(TYPJ ����� �� ■ I %/ M yi/ I _ <, DAY ROOM- CORK#1 DINING '! /` :�'� ' : : , '/�/ N: ,;�\ // .r� R I _I a_); ', ;A' __ - _: 03 1 ___!_ =_` ..=.1 — ..�,.• f. "1101 = a .. _ \r +•�"}' � •. .-.w... ,nom fdY►..r�.s V t`,,,�,4 'G �.,�y{' irk .....wr •.r• 1 �'r� , V ...���.�,.� � r �e i%�r� r�� 4 \ // YI��TJ1��i�/•u ° COMP.GRAVEL FILL(IYPJ 9 \ - g_ z \..= ....„ ph, •�,.x,rr-c, _ �r�..r�. _ { - i •�.-Y.• `ter.+� -r .n.r. �,,.,.'1,�� .1 \ / 11111311.' i c,"''' .- _ -...._..ii �_ --� .ter.. ��i •�.3 NOTE:OYERECAVATE NATIVE y� :_ A SOILS BELOW FOOTNGS AND 4`; 1 " �.. ~. . Corgi FOOTINVG SEE '' INSTALL FILL I ' ! ALL ENGINEERED W4ERE REQUIRED -SEE STRUG • I 1 `' SPECS(TYPICAL) ��, ... .... ... .., ... '►— •... .. •.. - r, cr;- 4;a c CO AI 1- 3 WALL SECTION 4 WALL SECTION �z BUILDING SECTION I U • W _ A 4.1 3/4•=I1-o° 4.1 3/4•=I1-fls 4.1 I/8"=I1-0• a a N PREFtN.MTL.ROOFING z` #',:#1:11:1i: MEMBRANE FLASHING f . r ' aV.TRIM 12 I I I tkp . . .. r _ 1t'I1áiiiè T , 1 1110 III \--\ I►"au�t,/� I 1riir I - ..... ... - 1i . • .='-.r i "� PREEN.MIL.ROOFING ON BLG� T -mow_ �" • 1 1 4 PAPER ON 5I8'PLYWD.ON 2x I- ,.i ® 12 1 A5.1 RAFTERS s 24'O:C.W/FAG.BATT 41 T T I�ISUL.PER SPECS. 1 12 UNIT w/ 1 WINDOW • 4 �' • o INSUL.G I-An.*- 1 Arik �,- Z ac SEE SPECS r Mr ih WOOD TRUSSES I Ilk'I �,,, ,� SEE mum 4 c - '1 METAL ROOF OVER T T 4._ 111 l Ti '�►�� _Al ,► P E C K%V 1 ==} PWOOD�S-SEED i T 1Y---' L Fl S M I L E Y � ►-"-� 1 STRICT. 1 �� 4!!�♦ a' is 1 I ♦ '� I ►� g� E T T L t N BLG PAPER ON 5/8' �� ' `��r '� 12 5 1 _ _�N T PLYtIP.ON W.TRUSSES• i,XX,i,--.4 1 A4.1 1 JLy 1 4 1 ' - ♦•. - �.. .. j architects 24'O:C /F,G.BATT tNSUL. 4;S , . PER SPECS. 111 II .Alai t,t 1 - - _12 % �� !$$ 1L % I IN L.GitiIAIIT w/ i -. INSUL.GLAZING- 4412 SW CORBETT AVE. 4 1111P)Rilliiii �. SEE SPECS. PORTLAND, OREGON 97201 11040‘1.1* �►� i"• • • PHONE: (503)248-9170 I FAX: (503)248-0223• �'� •` NOTE: PROVIDE 4 - 1 ( )Fiji ps... �►'�. �,* NOTCHED BLOCKING , 1 �.--=,� 'beg THIS LOCATION PER =_ ►-.,r - PREFIN.MTL.ROOFING ��' +� ON MG.PAPER ON � �� DETAIL VA5.1 � � a� oN��ESING - AM .1 � 112 5/8'PLYWD.ON WD. M i� TRUSSES w/F.G.BATT i. Q, SEE STRICT. �►' =�,� 1 4 Mr - I row"ii: NOTE: VENT tt1OOD PA.ilk SHEATHING EH MSS BAY �: . �" r evo . Or 4 4 Ali --r 411.%0 PRE,,,,_1111,. . r-4411 web. 4,4 .. i.- 111%0 an r.r..0.' diOldlikk ' . . OCilikill glibil, 1 4 ra AllikOl0.111 .big W14111111110 110"1 War F!s BATT INSUL. O►, • , ! . , .4 \ ���►��' --�� ,•� PI�FIN.METAL ROOFING ON W0OP�S �► ;---; - ROOFING FELT OVER 5/8' •24 OC -SEE �► FAG BATT'Ii tSUL. PLYWD.SHEATHING ON MANUF. $TRUCT. •� �'� III �� WOOD TRUSSES il _' -� s 24'OG.'►�• �� $TRUGT. ►1 PREM.METAL WACr-ING ON O fir• �'� �-� ROOFING FELT DYER 5/8' > LiLflI l�- . WOOD TRUSSES TT g 0 • • /NIW II 0===1 [E,, 0 ril 24663 1 �__..� .ller1 .d �► 1. . 1111 .il tJ �►~4 &� Fl Z 0, -� i1iIJ TA.IE !��l ,!t NSF.GYP. �, I--•1 ii . 2452-r�-�►� 111. 1. ,�4. D.BEM SEE ;1,1 ►1 , - ,.STT. ■ \ LL57MP.ACOUSt c a ,jl �-•� �� CLG. CLG. MI s SUSP.GYP. `■ 11 SUSP.GYP. F''� :! W.BRACKET- BD.CEILING 4 1 BD.CEILING .GYP. ■ I , i SEE STRUCT, �'� �• CEILING �►� ,., WD.BEAM-SEE E=' NI �� i I STR�UCT. N lila .... NV F 4 F A ` MO',..• - or ‘ ilri"'.- ,/ ■•► �►- WD.BRACKET- 5f8'GYP.BD.EA.SIDE �- 5/8`GYP.BD.EA.SIDE -1 - ►' . SEE 5 rz - .1 5/8'GYP. P.E A SIDE �� M o iil F GATT INSUL.- ,.� F.G.BATT NU- ��11 r' SEE SPECS. . . SEE SPECS. ��� �� an a a 2x6 STUD WALL 2x6 STUD WALL �-,�■ 41 .- t I Tzo UNITS w/INSUI.. ►-� '� ``' WINDOW �.��� �► �.� WINDOW WITS w/Nat. �- GLAZING(TYP)-SEE '— }""� 2x6 STUD WALL �� — — GLAZING(TYP.1-SEE 6' � 'i�'� ; \ �� I. SPECS. o, 1 1 WV F 44 F A F 4 4 NV i 1 I CO 1 isiiii,\ \ 1 ...::JIM..,„,,,,,.,,, 1 �'�1 1 � 1 ,,.: ` 1 ' i �►-� ,�►I ,i4 WALL SECTIONS CULTURED STONE VENEER y ON MORTAR SETTING BED '� i���� '� �.� �= �= � � : � CULTURED STONE VENEER OVER LATH IN MORTAR - r,� 5/$ GYP.BD.- 1 3/4'ACX PLl'WD. �� - S V�'�� OVER TN MORTAR SCRATCH COAT 141 I�� TYP. 3/4 AGX PL1r1 .� Fts BATT INSUL. '�1 '01'�' ttfAINSCOAT �''' WAINSCOAT 4- -4 �� SGRATGH COAT BUILDING PAPER ON i, ∎• 0I BUILDING PAPER ON PLYWOOD SHEATHING OVER ►� ►.� �'� Ste,GYP.BD.- ►�j PLYWOOD SHEATHING OVER �, 2x6 FRAMING o�c. �� �� � •!►� �-� r-�I 2x6 FRAMING a 16`O�c PLYWOOD SHEATHING zi t 4'RUBBER ►4 4 •■ r _.411- 1 "-l' , `" PERMIT REVIEW OVER i' '5H MIL. I�► SASE - TYf'. 1 ► , ■ 4 RUBBER BASE 410 g PLYWOOD SHEATHING MI ►� ►� 4 TYP. DYER RIGID INISUL. `► -�i PROJECT: 2602 F ------- � �'�!'�- CMG.SLAB- h.�� ;� � �-� I.- , �-�� FG.BATT NU. I ►: �1_it I, ±�' CONC.SLAB- ►-461 DRAMA 1: RU11 A ply, '�' . SEE STF?L1CT. SLOE \ SLOPE \ +! lt� .-I�• .�i i % SEE STRICT: �harliti \ \ \ TA.CONC. I !;i.-?.� �--�. I )1. \ ( - '��' •,., — — ——— — •Q-4=— — -- _. ....__ ' _ �. _ ""' — =� d . Si. F i • • � —— _ TA.COI�G \ \ \ CHECKED 236.00 � I ,`sip, d _ ) _ . - \ \ ' ��a./ I z •�i. _ �' . . . �'$ d a a —�, ---s j•,..� •. a a 4�..� ` • —o, a-- 4 .._ .�. .__ ,d " •1 r 236.00• 1 ...0....•o d •'i i•• ''�. ° •� ��,t� d �. � . }.•a a DATE- 24 MARCH 200&.1, CONC.FOOTING- G^�, o •� CJ �O jO o . }�+�• 0 ,D,`°(5 o . ,.• '(r 02p o C'sx L' 4 AO „ a rj O G 4 �bo O ± • + v �o O s! • 1 Q d G j ar d I" g� OZZ! • �� O� • C Ghp 1 REYIJ1011rJ. SEE STRUC YJ 4 , r0 :30( •.%. • I `Or `p g's .0 �' O 4 o ''''-1;';X�04 c7 Q. 5 10 "� J o O��j Q a • #G • •. I '' r.,o {) l p • • • O ?}O o•'r• G Q C. p �• O 'r`• • a G G Goc� d'.(o �. . 'i,,,.4, `o> �} o e i CONC.FOOTING - SEE STRUC. FOUNDATION DRAIN(TYP) *� 1 t•.... a�••��. ��Cl o 4 . '* r ° q s•asn I . ,9,r)? v I :Cu'�'�Y�C'l�a °9r�rr�4 d !4 • 1)) '� 4 a 4 a p'. ° d p FOUNDATION DRAIN(TYP.) a COMP.GRAVEL '''J. °• °. • • . . /o FILL .G • r Q oo �• •- o •.i 'r r b �' -• •� ,,L5,04:- 1 D ': •+f�, .i OOr d 4% 4 (Oj��•.. . a. • .4 8,+03 D. 'ti - 0 8g • t•• O°O`er• �a COMP. FILL(TYP) ° '� i�e •� c o b u o ° a e .d 0 aJo y 20 J. -, .ro c,, T�tOTE:OVERECAYATE NATIVE 3w4o�ic+►..° •06A,;•• %�oo ���o�,�.o X0.,0.�.�y,,a R •,.•�•,� o`•�',:`o NOTE:OVERECAVATE NATIVE i �d ° u � �� ° SOILS BELOW FOOTINGS AND SOILS BELOW FOOTINGS AND �� ° e o INSTALL ENGINEERED FILL cn INSTALL ENGINEERED FILL �: WHERE REC�UIRED -SEE WHERE REQUIRED-SEE o« ,Th o. SPECS.(TYPICAL) • o• © C • o� a ,pU °o, �q° 0 o . Oo 0 00 0° Uo > r8 w o ° ..of ii o ° M•C C ° oa �� A Oo o a.1 UC� •Go o9�• � °( � V A4 . 2 Ix w _ r-i-- WALL SECTION 2 WALL SECTION 3 WALL SECTION 4 WALL SECTION t' SECTION co ._ 6-- 5 WALL 4.2 3/4'=I'-0' A 4.2 314'=I'-° 4.2 !3/4'=t'-0' ' 4.2 3/4•=I'-0' 3/4'=I'-0' o 4.2 0 METAL ROOFING RIDGE :. _ / zn i E.G.BATT MISUL.- ICE #WATER SHIELD MAINTAIN 2'MM. s: ►�, ► FIBER-CEMENT SIDING UNDER BLDG PAPER ..., O. ,• -" :, 12'MN.ABOVE VALLEY . CONT.MATCHING RIDGE METAL - :., _ CLEAR AIR SPACE jj �"'' NOTCH 2_,x BLKCs. ;_/_ _ , RI14 ROOFNG FELTS UP WALL - CLIP•EDGES cy+ A t LAP BUILDING PAPER OVER ` CONT.MAMIE ROOF VENT PI(jR 1 , + :h I AS SNOIUV j E STEPPED N3 FF_ING PREFINISHED METAL '' �/� �__� QED 2x10 TRIM TAIL .i ��;-" ti`� r' ►• �►+' �` T ROOFING (�+1l PR EFM.METAL FLASHING o VALLEY F..,�„,,.."%.„„ -1-----....„/„.4._f 'I'''''�� ��.-. OVER ROOFING 1�{-T- i �`._ �i�:���; 3�� i :!Ii ,,,,i�� F / / ---40. ,„. .,, , -. .” 411ko■Iti alP4i4i. ==.-- . � `1- ___ 11171 ! • . � ∎ ;:j -- ;,;' :.* CONT.MIL.INSECT _'�,∎;::;!♦!1:; 3'-9' 4 --,"`� i+�'c; SCREEN-PROVIDE 2x8 CEDAR :.:- t� FAG.BATt INSULATION y ; BLKrG<A$REQ� FASCIA II.,Ilif 2-®3/4 PREFIN.METAL r t ..` 2x6 TRIM•NOTCH t!' ;11 / R.ASHMG ')->- 1 ' ' ' ' 1 ' ' ,*�. ~--�_ i ,, . T O RECEIVE SIDING : 1 - � - ,1 1 4 3 VALLEY FLASHING (7VENTED RIDGE DETAIL P E C K a✓' ,� PREFM.METAL ►� (, -- , r:41 GUTER A5.1 +�4x8 TRIO.Bl� �' . 1 I VT=I'-O" . SMILE Y - _ .., 1, -,. - 5.1 I I =I-a ` i,;; U1'o x 5'LAG BOLL• •�,�:> ' ETTLIN 4x8 ttb.IBM. stir,' ! 5 U S P A C C L G. '-,(---- •_ ►:: - 4'-0'O.C(HEAD ONLY) 'I!Lr a r c h i t e c t s SYSTEM :=\ -----�.� i;;;i r. __ BRACKET �IIII"E"��\"`1 PR'EFM.METAL RoCFNG 5/8 GYP.BD.- .-;: '1►:� BEYOND -SEE STRUC. ON PLYtUD SHEATHING 1 (TYPJ �', ` �.� ''X I WOOD BRACKET ;R►+i; BEYOND -SEE STR UC. R OCFMG FELTS i F--------_____/ _-- ,►+ t - 4412 SW CORBEO 972 . `1i;,, ` 'i 2x6 WOOD DECKING PREFIN.METAL PORTLAND,OREGON 97201 POC IN. PHONE: (503)248-9170 { �i = SEE SMUG FAX: (503)248-0223 . FA GATT Ii�SIIL. �� .'... -= __ --_ — T '`�, FIER-CA RT LAP SIING 7�~~' / ti ��. r.1 5 RIGID i... � �� .� 141111111---�,,, ____• --. . 1x6 BLOCKING RIP .� # ,�SEE S �.��► To 5' 1171. ♦ 00�� _• ` `y' 1 it PLYtU?.SHEATHING ON �j► ��# ♦►.�♦ .�� ►� � w/CLEAR SEALER ►i;, 2x6 FRAMMCs / "�'�'_."� E rig ►/� ►/y.�1�. ��� j1j 44 tu/ CEDAR TRIM-NOTCH • _. ;' BLDG.PAPER ON _ _ 111111 bc6 T4G CEILING w1__ } ►+� GIRDE CLEAR SEALER bu6 T#G CEILING PLYLID.SHEATHING �`"om i►,� OVER RIGID iNSUI.. 1x1 TRIM 1xl TRIM 518'GYP. --' , _ ,/ \'.___..--' \ 5/8'GYP.BD.-NOTE:ADD CUSTOM WD.TUSS �' - • Ili . (�_ ._ BLKC�.a TRUSS GIRDER AS 2x4 TO MATCH SEE STRIIC �' NEEDED TO INSTALL 'TRUSSES ( i \ TYPICAL EAVE DETAIL EAVE DETAIL ROOF DETAIL s R4O F DETAIL 7 ROOF DETAIL 5.1 11/2"4-o' I I/2'=I'-o' I I/2'=I'-o' 5.1 I v2.4-o' S.1 I I/2•=I'-o' NOTE:PAINT EXPOSED WOOD _ STRUCTURE METAL ROOFING ON 1-] ROOFING FELT-SEE SPECS 119) < qi PLYW.SHEATHING ON 2'-6' T4G WOOD DECKING- o o Z �... S'EE STR�tJC. 2.-4' Z EXTENDED RAFTER TAIL - �:� �`�r` ''"1 SILL AT CLERESTORY' M 0 RIP TO 5-112' ,:��:%►�6�.+ r-4�n' a FIBER-CEMENT SIDING 0 o METAL ROOFING OVER NOTCHED Zx BLRCPs. i�:+++:+i+i +i`v.. = i►u• !r'{ 1� E:=4 w ROOFING FELT-SEE �� r �.+•i _ ;; ;:G,♦11111111111111111111111111111111111111111111'313- 2121:11. ------,.. ... ,+:+.+:�♦ B FOR ___; ! �s �1 ^ ' \� „a` CONT.GUTTER j 1 �+ ' rim 4�a��� -'-� ra '" '� 1 INSTALLATION II 19, IF- �� 0111°*-41® i ^ __\ ! R'REFM.MIL FLASHING • f �� ►+� 4 Mr.HEAPvENI►:• ~I PIN METAL L R'ER MAID. _,AfAl. t l - ►� '�' j o M \ N �i -, ROOFING ,I � �,� `J 2xb TRIM ?_;.- ►. � . METAL ROOFING OVER (��7■ 1x4 FASCIA /AI.' 'Ili ', "' ► T E I • , , ROOF FELT ON ROOF y' �� -,+..�. I ' I —EXPOSED #G WOOD PREFIN.;T2 SHEATHIN�� ._ DECKING AT SOR�1T �x8 B �� /� ,, FASCIA ile) NOTCH TO ,'►� •-"' •= . R PREFIN.METAL EDGE r., ,,,n„, pi � ,. RECEIVE TRIM ►��►' ~"� ..•. 518'GYP.BD. �►� E=-1 cmi 9 � \/ �� . FLASHING SEALANT I: ct1 :!!I1I "� 2x6 TRIM•NOTCH, TO RECEIVSNt 1iitij 2x4 1 w.. ►,ItI00D TRIM 1x4 t# LING +• CUSTOM WD.TRUSS-�.N RSUI. POSED OTRUS5 SEE STRt1C SEE STRUC.. �� PREEN.SHEET' + FIBER- T SIDING METAL ON '�TINT?w/INSUL. 518 GYP BD.- �� i GLAZING-8EE SECS TYP. ,` ti: TAR 5R © EAVE DETAIL g EAV E E D TAIL 1 o ROOF D ETAI L 11 R OOF DETA L I 1/21=I-ON FOR BALANCE OF NOTES SEE 5,1 I i/2"=i'-o1 d • 5.1 I V2"=I'-0' S.1 I I/2"=I'-0" ��' -- PREFIN.METAL ROOFING FOR BALANCE OF NOTES SEE ," ON ROOF FELTS OVER ROOF SHEATNMG 1 4' .'` (7'4\ STEEL PIPE'-m•i=�= == - ( �., = = = � 1 c Q .1$ RouNa SOLID INN EXTERIOR '� A n t A ��� 7---------\ ;►� ^ 2x6 CEDAR TRIM-NOTCH R PREFN.METAL EDGE SEALANT �.� TO ACCEPT SIDING FLASHING FIBER-CEMENT SIDING- BUILDING PAPER ON D ETAI LS - ->.____4 ,;,. -� .. - ol I; CULTURED STONE 4 / bc4 TRIM BRACKET ABOVE- PLYtUDOD SHEATHING ON MORTAR "'"'�-- SEE STRUC. SETTINGR BED OVER ` . 2x1 CEDAR FASCIA 2x6 TRIM PLYWR3.SHEATHING 2-t ). i \ - I, SEALANT'• r-- -i SOLID BLKG '"C �� 2x6 OU o i r NOTCHED 2x BLKCs I ��� 24'O.0 SEE i r ,� ♦ �) ..,...„______....---.....:,..„....„.„„._____ ‘,...._____-- PERMIT REVIEW -%11111140iiiiiiiiiiiiiiiiiii �. STRUC. _ . l�� �it �11��\� �'r•- EXTENDED TRUSS TAIL = .i► c '> ..,,,,�. • 2x10 TRIM =- =I PROJECT: -�-1� •�t` WWI/ 'IRACI�FT �\.'.�C.A.;rma; , �wr�w�- -ra �� METAL ROOFING _-- (. BEYOND -SEE -------, 1 LAP*HEAD #JAMB �, ---- DRAi�I: J...,... .iii......_ . 7 ,---_-_ �, ,0� DYER R CFI%FELT .;�. _�._ ,, S O o.R4.DooR SEAL.a HEAD E JAMB 1 f �.,,�� SEE SPECS. ,►� ; /� 1 ! C�IECKED: ` +' °,41 i i /i DOOR#TRACK BY O1-I. i 't♦ - i �� IN. '`\ - - iii,; _ . A; DOOR MA1 -------.� DATE: 24 MARCW 2008 I —/ i rrriir� .-. . .:� � �,_ GUTTER �:`._, �_. animmiiit ��� Sri•` 1 ;;1.� i ♦ ♦ ��� REV3SION5:L..;;i'T!;;�`--< , . ��,�---^� �� j FA.GATT RNSUL. - ♦ �.♦ ` ;��r .\,��� _ l I I.,i FG BATT ISRUL. �►�w♦ �,��� ��'��E�i.�i,����i � �� �� �� �`�� -- FI - T LAP SIDMIx 1� PLYWD.WAINSCOT ,� .I.1 �4 _ �i BER CEME ' —1- 5I8 GYP.!SD ON ���� - ► �� 5/8 HD.GYP.BD. tNDER?SIDE OF F4OCF % : • I,i∎�;; 2x6 TRIM ____— (� — TIt�US�SES /: II1�ill,/ ,, TS.Cam.-SEE t �� PLl'tt�.54 ATHMG ON STRUCT 1/2 s THREADED STUD WELDED -imus .—i i` i ar `�- ''f�) !!!,1 '' 2x6 FRAMING TO TS COL.-SEE STRUC. :•.r.---��,,� :;( --- :� 3/4'CDX PI.Ylt100D �` CORNER PROTECTION ASSEMBLY: BLDG.P WINDOW IN1T w/INWL "`"- ''' `} , . i PLYtj1?.SHEATHING (2)RE 6'x3/8'#RE 2'x3/8'x WIDTH AS GLARING-SEE SPECS. --------i ;,. OVER RIGID MSUL. REGt'D.-WELD #GALV.ENTIRE E ���Ii AMY(TYP.At JAMB#HEAD) r-- 12 EAVE DETAIL 13 RAKE DETAIL / OVE RH EAD DOOR JAMB 15 OVE RH EAD DOOR JAM B ,_ 5.1 I I!2"=1'-O' FOR BALANCE of NOTES SEE d ' 5.1 I I/2"=1'-0" 5.1 I I/2 =I O 5.1 I I/2 -i-o I A 5 1111 (tie) - ���../ FOR'BALANCE OF NOTES SEE a i .. �` E 0 0 N 0 x .4 ` ,; . iiire NOTE: PROVIDE EXTERIOR j GYP.BD. 2 PLYUV.w/WATERPROOF GLUE AT . (TYPE WS. 1 A8.1. ALL COUP4TERTOPS AT ALL WET .' .f r LL s IN. GRAD BAR: \ A8.1 51. LOCATIONS{TT P.) ' •\ 0.:4,0 I 4' 41-0' BUBRICK- 2'-@' 2' 2'=@'. 2'=0' Pad■ : ,:-}• B 8@bx3b LIGHT . • . . . . . • GRAB BAR: • FIXTURE •• \ /'` ^ •-\ \ i . Ant, . . . . . • . . . - -• -. . - • SMOCK- \\ \\ 1 \�_ -_�- •�;=-; - • . • r IMPIEFIZIEF-- '_ '; . • •. . - . • Q• 8-68@bx42 24'x36' , `----�_�--- �____� -___-�__ ■ -� �TYP 3'-b' 1'-@' b' -@,' MI / / \ \�J// \\�/. \\u/. \\�/� �/� E.DELI DEL.-D�m�I -7 \ / / \ • ao ■■■■■■■■■■■11■■■■■■■■■■■■■ 111■■1011■■■■11 ■ / / \ - 6' - - `±� 15 N a. ■■■■■■■10■■■u■■■10r�■■■■■■c! CER TILE 111■■■■■■■■�1 ■ : : ---- ---- ---- _ �_ . . . OPEN A8.1 _ - - . 111■■■■■1�1■■lr.��rrrrr"rr.u.rra.a■- WAINSCOT illaum ����Ir�r■ u \ \ I '- -� \ 1010■■■■■1011■■■■■■■■■■■■■■■■ I■■1011■■■■■101<. !�� \ \ / -- • - - - - - - - -- - . 1010■■■■■■11■■■■■■■■■■■■■■■■ ■■■1110■■■■■■■.;�;� ■■ \ \ / mfr ��r -hr J - `i, - - - `t ■■■■■■■t�1ININIb::::;Ml,:..�!:..y: T.P.DI+SP. 1■111MMi°J■■■■■■1i■■■■ \ \ / / \\ �/ � // \ //'I�r\\�r\, �' EiiEiEii1! i!!HiHi. iHIã!!!!!!iIii!!i n \ \ /. - - • L, N \ \ i• ■\: \ \ / \� \ / / / / / '�' ■■■11M■■!Immifl ■■�■��111■111/ ��■1■/■■■�r■■■■��■>•■■ N. \ \ \ v l J -�--- WEST RUBBER SASE EAST 1 t ' SOUTH SOUTH NORTH \ \ \ \ 3-0 �. �,i-b 3-3 RUBBER BASE t 1‘0'-10 1R' t SOUTH 1 LOBBY - 101 ('--2-) TOILET - 102 DORM - 105 108 107 & 108 4 LAU N D - -RY 109 DINING 111 7.1 I/4'=1'-0' �71/4''r-0r A I/4"=I'--01 7.1 I/4"=1'-O' I/4'=1'-O' P E C K SMILE Y E T T L I N FIRE SPRINKLER 1 N H O O D - P.L A M•B A C K S P L A S H T O a r c h i t e c t s 13 VERIFY LOCATION w/FINE I1PERSIDE OF CABINETS A8.1 MARSHAL PROVIDE METAL EDGING e SS BACKSPLASN EXPOSED EDGES OF P.LAM.(TYP.I 2 4 18 3 1 1 T-2 1 1 1 A8.1 PLAS.LAM EA.SIDE A7.2 VENT HOLES A8.1 A8.1 114 3-@ , 1/4 2'-2 1/4 31-3' 2-4 U2 A8.1 ON 3/4 PLYWD. Y21-0 '` I. i '� y FOR.OVEN. 4412 SW CORBETT AVE. '-' - PORTLAND,OREGON 97201•• • • . :. in PHONE: (503)248-9170 ck •• 1 • I.:.. : = FAX 24 -• :. -. 0 8 0223 n, HOOD 1 � - - , • ( )• 5 3 t---t r . �. 7- � I '1 �_. T� . ' . L J .. ! ._E " - �" I G gibi l 1 • - - - 1 1- . N t 1 RANGE - [ Ya WATER LINE a 15 / CI 4 3 I/2 4'-3 112 3-6 `a SEE SPECS I ill +�- WALL(TO coF �, _ UNDR CA137 L ' FIXT. A8.1 �. -•--- _ _ ". � 'UNITS (IVP.)-SEE ELEC. ADA OPEN REF {4)REF per ► '__ _ 4 A ___ ____ I�.�. I� I�.�. SEE SPEC r t t 1 EE !�� •E� �' ;lEJ - DRWR ��."��• r -� -- -- -- - -- Jn D.W. r� �Emi b a �� PANTRY -\ i n I ■EE E •T •T ' � i' N E ..LIMANDR batilL51/1111.11WANIBidi \ IiuOi E AST FACE, - illi Ivy' SEE ELEC.r 1 \ :LEST 1'-4' 2'-6' 2'-11/2' 2'-0' 3'-3' 1'-3' '- �, { � NORTH 2 6 RUBBER BASE,TYP. EAST i , .� I. RUBBER BASE 1/4 WATERLINE • SOUTH 2' 2 @ 2 @ 2 @ 1 11 2 1@ 3-1 V2 3' MORN SOUTH RUBBER�EASTNIEST -DRAWERS - TYP. BEYOND WALL REF BASE 6 KITCHEN - 112 (77. KITCHEN 112 7,1 1/4'=I'-0" 7.1 I/4'=1'-O" 6 6 6 9 m A8.1 A8.1 A8.1 A8.1 O SEIOWER R� 4 � .< "•- LIGHT FIXTURE CURTAIN E ....• • • . . •: : . = X1URE HDOKS• Z © z 0"..) 8 .. . . . : l ,.. -- / ... . N. X / ' / . -' -.\-----\----- 1 4 4 \ j.\ j.\ .\ \, ----/----4----4-: / .-. / '‘ ‘ . . . . - - , . ... Limirealftaimis Iminiamom mulmaiummus - - - . - .. - • C=1 E=1 1-T1 / ___/_____z_____z____z____ __ _\__ __\_____\ ___z_____L__z__ . / : s‘ / MIRROR-7 `•, •-• , ,.. . •-.: - .-• . •• • -: . •--• Fl r4 \ \ / / / / \ \ \ \ \ / / / ' / • / _ LAM \ ---- ■ J , ` I r I • • ' ( SINK 7-P. , tEMP TEMP •\ o / o / \ o \ o \ o \ o o ,'' 1■■""-110110 GLASS ■ GLASS FIBERGL. - • • _�, E=1 a \ : / o o / o / o / \ o \ o \ o \ 1 : . . E ') It==1 n • :. r- -- --- S�-I<alI1ER \ ------------- - __-_---- E �� /�, 110.1 SHWR SFUR .Sf DOOR p00ly.' \ _ ���_= y' T_ 11010! 1■ `\ / / \ \ \ \ / / / / / \ NI \ : - E - 110■► I■ �,\ ■ �; != ��■' g < 1010■■■■ ■a 1■ 1■■■■■... / ! \ . \ \, ! / . . \ ■1010101010 ■■ i1■ 1■■■■■■■■ ■ , ■��■���• • :' 1 I 1 1 �.. ■■■■■■■■■11■■■■■tl■11■■11■■■■■■■1 ■1010■■■ ■■�1■i:■■■■1f■■■ �. . �51M ��■■■■■■■■■■■■� 1110■■1010■■r■■■■■■r■■■■■■■111■■■■�1■■1 () WEST NORTH EAST EAST VEST /�"- EAST WEST °O (2)OAK LOCKERS (q)OAK LOCKERS (3)OAK LOCKERS C.WAINSCOt CER TILE TRIM SOUTH b'C.T.BASE,TYR 1 a 6'C.T.BASE - TYP. 4 BASE 16 M Vn [ I 8 MEN'S LOCKERS - 113 9 MEN - 114 - 10 SHOWER 115 Fi - A 7.1 I/4'=1'-0' 7,1 I/4'=1'-0' , 7.1 I/4'=h-O' ,, a 3'-0, 2'-@' c!;;;.r•( 9 As.1 (3)ROBE \ �I�ISP, GRAB BAR: LIGHT FIXTURE PROVIDE BOBRICK HOOKS \•• BLOCKING 13-6806x36 : GRAB BAR: l -••- 1 - M . . • - BOBRICK- •- - . -: ! 4' : - �■1�■■■1�1s �■1.�: .,- . .. . . . .. ._. _ . . . . . . - - - - pp 1 1 HOLDER E3-6806x42 I �\ '41 - ' '•_�' 1010■■■■ 1010■■ \ K,, 11111111111111111111 ' \ _: P LAM. : . . _ �, ■ : - ■■■■■■ OMEN ■■■■■■■■■■■■■11■■■■IiA■■■�■■ MI \ . . . • • ■ . . • .•GER TIL 1■■■■■■■■■■■■Il■■■■r�■■■■�c: CER TILE 111■10l�10101010101110■■■u ` SIC ; a TEMP ■ 11111111111111116_ �r�■ 11010■■10101010!1■■N10■■■%■■■■110■e 101111111•11•1111111111111.11111111 ,' 1 1 FIBERGL. T_ , GLASS ■ . . . - - - - • ■■Naas 1 WAINSCOAT 1011■■ - 1■■■■■■■■■l�i■■Lr..�,.rrrrl.m��r a■l,i WAINSCOT NILi/M�r.r.r"rrrr■■■■11 • - • .a 1■■■■■■■■■11■■■■■■■■■■■■■■■■ lugs ,' -- t, :' `Sf • SCR `. ■ '•. ■1010■■■,, M OM ' �l 1■■■■■■■■■11■■■■■■■■■■■■■■■■ 1.■■11■■■■■■■■■■I� _ . ,` 111 �" ' 1■■101010■■fM11■■■■■■10PM*M!■�■�■� 1■10101■.■■■10■10■■I , •• -� '1 1■■■■10■■■M�I1■�ii� iii!�_!�:.��- � T.P.DiSP. 110!!t�M�°�■■101010■101 `:' __ - � DOOR n • ■■_ 1.■■■■■■fe 11■nli■■10t■■a. I. l■10..10..101 ' -- - _ . . . \ ` : • 1010 1■■10■10■■..1110'S11.■i.■.■. 1..�j..■.....1 .a�� s AEI I : ■ : : . INTERIOR MOPS 1■■■■■■■■■!1■■il■■■■■■■■1tr 1■■1 i■■■■■■■■■I 1010 ■ - \ ��■■■ \ 1■■■■■■■■■I1■■,1i■■■■■■■■■I 1■■I,/■■■■■■■■■1 ■11x1 ■■0■■■11■■■■■■1■■■■■■■■1■■■■■■fN■■■11■■■r 1■■■■■P■■■■■■■II a___ SIM J \ \ �8SER � WEST SOUTH EAST 3'-@' 4. 11'-6' WORN C T.WANSCOT EAST SOUTH CER.TILE TRI SFIauER ROD 4 ELEVATIONS IZZIPF 4 BASE CURTAIN 11 J.C. - 116 (iWOMEN119 A 7.1 I/4•=I'-O" 7.1 I/4'=I1-0» PERMIT REVIEW PROJECT: 2602 6 6 6 8 10 DRAIN: RLUT A8.1 A8.1 A8.1 A8.1 A8.1 CHECKED:•. . . . •• •- . ••. - . -. .. :. ..-• 24 MARCH 2�� •:. :• A. , .. 4: A REVISIONS:• •: • • ' • • • . _ ---,- -----It___4--_--,� \___-\--_- ----,/- j \\• '. '. -----L-------L____L_ _N.___-_,__- ---L-_ ! \ / 1 / \ / \ 1 / 1 / 1 • / \ / 1 / \ / 1 / 1 / 1 / 1 . . . / 1 / \ / 1 / \ • • ' \ / / / \ \ / I \ / \ 1 J \ ! \ ! \ / 1 / \ ��,- •-r -r---r r 7- c- r -\ r A. r 7 \/ 7 \/ \ ! t ! 1 Bl1trK- :. - _- ------{f-- --4 I--- - --- ---H-- ---i f r\' - I - H--- -"v r \ / \ ! \ ! \ SPLASH- • / ( ) /\ !"�i r r i\ r\ iii i I . (3)SIDES . 0 o 0 0 0 o • - - _ _ --- --�- / \ \ \ /� / \ \ ! \ I \ I \ I \ I \ ! l / \ I I I 1 J \ ! \ r \ ! \ l \ ! 1 \ \ ! \ f 1 I \ J 1 1 l / \ ! r ! • J \ \ \ / / \ .... :.N. .. . _ \ / \ / 1 / \ ! \ / 1 / \ J l / • \ I ill 1 ! \ / 1 / \ / 1 J \ / \ J \ / \ \ / \ / / NORTH 61 C 1: NORTI4 NORTI.1 NORTH ,. W . 16 SASE,TYP (5)OAK LOCKERS COVED S V.BASE 1 A8.1 tt • 1 cWn .. 13 WOMEN'S LOCKERS - 120 14 EMS CLEANUP / STODGE - '128 7 1 I/4"=I'-0' ■ 7.1 114'=I'-0' N . "r .1 ,. . - .., , • . ,fik . 71 . 0 • . • . , Mao. • a • .. s / • r . . . el . 4110' . .. clAta: ..,..". - GYP.BD. GYP.E3D. • • - . • . (TYP.) (TYP.) ,. . :. - •• . io GRAE3 BAR: GRAB BAR: - OF O' .\ - . . . BOBRICK- \ . ., • •• .. . . . . , . . . . .- - • .- LIGI-IT . • . • .. . • . - . . • . . • . . . \ - . . • - . - . . . I .. • LIGHT . . . . . •• . . - • - 13-6806x36 • •• • . . . FIXTURE . •. . FIXTURE *• : - - / - -• IBBOB.,6006RICKx3o- • * •• - • • . .. • - • . .. • . . . -.... . .. . . • • - . . .101, A8.1 . . . . - GRAB I3AR: : • 1- . •. • - . . - . - . . . - . . . • . - --. . . . 1- . . GRAB BAR: • .• , 7: . . . . . • • . , . in SIM. . -SIM. . . . • . .: SOBRICK- • - • . . , . -. . . . . • - . . . . . , k • BOBRICK- . .. - - - .. . . - " - . . . . • - - \ - . . . • . • - . . . . . . - .. . . . • - - - * • . . . B-6806x42 • 24'x 36' 241x 36' .•. •••- • •• .• - 13-6606x42 - - . • - . -- . .. - •. .- . • • . • • . I. . . - . . -, . .3.141 . ILO' 6' 1,10 . -. " • . _ _ . - . .. . • MIRROR . 3'-0 0 I'-0' ---, . . • • - -. • . - , : - \ IIMEIN111111111111 - • , • - MIWOR • . -• - . , . # . •. l'n • • . - \ • • . • . 11111.1111111 .• . - . • - • . 11111111U111111 - • . zg . 111•1111•1111111•11111111111••••11 ilo 1111A01111111•11•11111•1111111111111•11 KM 111111110111•111•1111 / • 1111011111811111111111111N1 . . 111111•1111••••••111•••••111111•••••• • N 1101111111111111111•111 1111111811111N•••11111111•111811111•11 NNE 111••111111111• \ . 744 "to 14111p1111 . .- All, unimmom • mum•tmumn NaTimumaimumniumomac: cER.TILE II 11•11111•111111 • 1111•111111••••111111•1 ) 11•••••11•1111111111•11111•11•11111•111•11 IN 111111•••111111111111 CM TILE miumommummunummumino Nommemi ) ■ 111111•1111111101111111111111111•••• r"" '"'"11111811•PNIIIMILAIHIN•11111111 1081•••1111111•1111114S---T•11 •••111•11••1111•11•1 / •••111111•1•11•11•18111•1101111•111111 IMINr----1•141•111111,111101•4111 •1111•1111111•11:••••41111•111•111111111 1111111111111•1 . 1111111•11•11111111••••••Pit-7-* I am ism.......................auri WAINSCOT • mummummmln , Inmommumunnumummomon Mg _Sariiiplirati WAN5WT 11111.....................11111$111MIMMIN IIMMI INIMMIMMMIll ' h.. IMOMINIMIMMIMMUMMIUMNI I A in A EMI nmum.......... darainarat _sill •.•...•••••In , .•.........•........mmi •MEMMINIMMEMEMENOMMEMMEM MIIIIMMOMM / ir■ow mow EN IMMUMMEMMWMOUUMWM II? I 1","" Man 111111111.111111.101111111111110111111. Now mummuniaiilqiiimm- Inummu•mulmumm / ummouumnummunimommam umiiiiiNilimumlimin num mummunumnuou imunum Nam unsimini / .4? mumminiummummini I MMIMMOMMIMPEPUMMIMMIMM MIMMEMMIMMIIIMMIMIIIIMME .41. MIIMIMMEMEMMIMMI . 11111111111110111111111111•MMIMMII•MIMMIM .4r 1111111•1111i 1•••1111•111111•111111111111 _1111111•111M11••••1111Ma••••IMMO •11•111•••• . SOUTH / 11-S' 1 2'4' 1, / RIB/3ER 11111111111111MINIMMOMIMMIN I EMI FEEiliiiii it..11,5;,-zizrzzl-ii T.P.DISP. 1111111Pm I_PACIMMIIIMMI MIMI 'ii ;-„,.. 1111111MMIMMIIIMMUMNI / INIMMIMMIMMIIIIIIMMIIIMMOMMOIMIMMI - ill 11111111•10 IIMMIIMIIMIIMPANP1111111 T.P.DISP. iiiiii-i-wa--..r.,all....alliiiiiiied 11111111111 NMI 11111111111111111111 / 74. 111111•••■••••••••111, h. ARM 11:11•111•111•18. 11111k1•1111••111111111111111111 2 s.' 1111111111111111111111111111 /I 1111.1111111011111111111111111111111011111111111111 (IN i 1111111111111111111111111111111111111111 .111111111111111"51 1111111110111 MIMI •11•11111111111 / 11•11111•••••111111111••■ 1 NIIII••••113411•11••111111111■ 1•1111111,21•11111•1111111•••• e4 1111111111111111111111111111011 // IIMMEINEHOMMIMMOMMIENIMEMIUME c MUM 1111111.1111111011W MINI 41•110111111•54111•111111••11111111 11111111111111111111111111 / 11•11111•11111••1111•11••111111111 •••••1111111111 MEIN RUM 101811111,411•111•111•1111•••111 111111••••■••11111 / 11••••11•1111111•1111•••••••11111111111811 1111111•11•11111•1111•1114.101•1111 s/11111111111111•11•111111111•11 INN 61-0' EASE IMMIMMIIMIIMMIMMIMMISIMMI IMMIIIMIME 111M IMUM11111111111111111111 111111111M MIMUMINIIMMUI IIIIIIMM I,/ MIIIINIMMIMIIMMIIIMIMMIIMMIIIMIMIMMINI •11111111111111MMMUMMINIM MINN 111111111111111111111M IMP IMEMMMI MIMI ,/ / / \ \ \ \ 600-I EAST 310a 1'4' 2'-11 I/2' SOUTH EAST EAST SOUTH 31-31 l'-‘'1, 31-0' EAST SOUTH 1\('-i) TOILET - 130 TOILET - 131 (132 OPP') MEETING - 135 PECK 17.2 1/41'=11-0* 1/41=1*-011 , 1/41=11-01 S M I L E `I( — ETTLIN architects . . • . I - I . .. I . . - - - - . I 1 , 1 1 1 i 1 ' 1 ! • i ; i I I •• . • • . - 1 - • • . . . . - • • • I I I * i •• • I . I • • I I . - I - I • - I 4412 SW CORBETT AVE. • •; 7 • t * i , „ . , , 1 • * PORTLAND, OREGON 97201 . . : . 4 , . . .. .. , .. , " • , - . - PHONE: (503)248-9170 - .. • . . . . . - • . . . • . • • FAX: (503)248-0223 . . • • • - • - - . • . . . . . . - . • . , . . . . . . . - • . . • . . • - - . . . . . . . . . . . . . • . - . . . . . . . • . . . . . • . . • . . . . r= N, • • . . . - . . . • . . . • • - (10) TURNOUT LOCKERS 0 21-0" EA. = 20',0' - • . . (13) TURNOUT LOCKERS 6"2-0" EA. = 26-0" . . 7-2 3/4' / / / / / . . . • , • . • •. - . . . • • - . .. - . . . . . . . . • . . . • ZT . •• • • - - • - 7 . • • . • • Allrik • .. / ,. . • . . • . N . . TYP. A8.1 - . • . • . - - quiSF . .. - - —PLYWOOD WAINSCOT CIYP.) - • \ • - - • . • . . . . , . . . . . . . . - - -• - - - - - • . -.. , , , , , - , ,, ., - . - - - - - - - - ,- - - - , , , _ , . , , , , , - - -- -- - - - - , - ' . ' , , , , ' , , , , .. - <-, -- , , -, .- - , . , , 11 J-- MINN co , , , , / \ \ \> \ > \> < < < <\ < < < , \ < . > \ , \ / > > > > \ ., \ / > . . . \ \ \ \ \ \ \ \ \ / , , , , / / / / / / / / / 1W4g..:NZVAIIaat4WAPAW.a.MW'4hVAIANIPVPAIZS51tkrA.MSSgeati 6 N ."."." 4. \ \ \ \ \ \ \ \ \ / . , . 1 . // . __,/ . /1\ / / / / / / / / / / / . . . \ \ \ \ \ \ \ \ \ \ \ . . / / , bc3 SOUP Or= / / / / / / / / / / ,I, - / \ \ \ \ \ \ \ \ \ \ \ \ \ \ / . / / / / / / / / / / / `t) - . / \ \ \ \ \ \ \ \ \ \ . \ \ • / • / (RAIL t SIM / \ / / / / / / / / / / / / - \ \ \ \ \ \ \ \ \ \ \ \ \ / / / / / , / / / / . tr // \ \ \ \ \ \ \ \ \ \ \ \ \ - . \ ,/ • • /' / / / / / / / / / / \ \ \ \ \ \ \ \ \ \ \ \ \ / \ / / / / / / / / / / OPEN TO ROOM 121 / \ \ \ . \ \ . \ \ \ \ \ \ \----t :4- -.- / / / / / / / ;/ 128 \ , _ \ \ \ \ \ \ _ \ , , , \ 4 129 /// '130 13 , 1\ 1\ 1\ 1, 1\ I" I\ I' I\ I I /0 /I /1 /a /1 /0 /0 /1 /1 /1 /I /0 \ \ \ . \ \ \ \ \ \ / ' / ' / ' / ' / ' / / 1 / ' / ' / ' / ' / ' / / \\ \\ ... L ....\ \ 1 1 ._. \ 79 c) n \ ----A.----L—---L"—---/-—---A—---/-—---L—--- -----/L—---L------/-—---L-—----/-- \ \ t====== \ \ \ \ \ \ \ \ \ \, / / / / / / / / / / / / / \\ \\ / ":1" TN .--... \ \ \ \ \ \ \ \ \ \ / / / / / / / / / / / / / \ / \ \ \ \ \ \ \ \ \ \ \ \ \ / / / / / / / / / / / / / / \ \ \ \ \ \ \ \ \ \ \ \ \ / / / / / / / / / / / / / \ \ \\\f be SOLID WOOD 114 N L . \ I 1 \ ,.. __,// _ _ .\ \ . .— I (RAIL 4 STILE) \ z z (LEST Ze.t 0 1-\4° ATAIWSIWNWAN II CA I KS I I IMM'A•WISW-1 MI I MO.17.1MVA IMICI: Z rTI 4 APPARATUS BAYS - 122 (6)ADJ.SIELVES- :=1 a 72 1/48 . '11.°I EDGEE3ANDING '41 %.....d . Z -.• 1/4'WS. fi4 r======2 it, irt i , SHAPE CE3U AS REM:). TO RECEIVE SHOWER STALL 21-1 3/4* t 1 i MI WI E=4 SEALANT 5/8' CU > Igl SHOWER STALL -- =I \ _ - lx4 WOOD CHAIR ile) = RAIL WITH CLR =2==m E (N - SURFACE SULLNOSE 5/81 CEMENT SACKER - E FINISH - EASE :-:.-■ -....‘ y411 PLYWOOD WI ..... UNIT - SHAPE AS EDGES s;==1 TILE 0 EXPOSED SEALANT - •:.•'.1 VENEER(PANEL) N \.---1111/11111Vin: REM:). TO RECEIVE - asto : COWERS (TYR) ■ -,,, SHOWER STALL - , CER. TILE TO CEILING --' bt3 SOLID lOOCO II L„, .....--•-- SHOUJER = .... 0 _t MAIL 4 STILE) \ . . ... . .... Ak / i t . . n' . CER TILE SEALANT SHOWER STALL \ INSTALL CER TILE OVER GYP. SO. WS' Sr>. - PAINT 4411101* HILL! , . STALL SEALANT CER TILE = - = = 7. 1: mr 5/81 CEMENT !BACKER UNIT - SHAPE AS REal"). TO RECEIVE Si-IOWER STALL ■--I 0 1 X 8 B ,.....- - .., .- --' ..-... ,,, •-•,-,1 '--, ----' =m=3 AA II! —111111111:11119111011111 , IN ,...\..... ......, nail - . ._, . .--_-•-• '--.:- •': . - .. .. '•.------ . :...-.-, ,* =A., ,.:1 --'41118112nalmel. 5/81 CIBU SHAPE SEALANT -:...-.1 A8.1 SHOWER / 11-,innannfi AS FREQ'D. TO , ":.1 r- ,,,-+----N. . '4'1 /8 W.R.GYP. RECEIVE SHOWER I 1 STALL PROVIDE SOLID STALL SHOWER STALL ...., / -s........a..........~.0,...WWI VISAItie WA...**0 WA CAW,S..2„...... 1 +/- 2"/ BD.- PANT +/- 2 3/4" ..".. - \ !BLOCKING AS REQ'ID. /- .::! r■1111■ NA / SEALANT SOLID SLOCKING SOLID E3LOCKING 731 SHOWER STALL JAMB -6-) SHOWER STALL JAMB SHOWER STALL JAMB 8 SHOWER STALL HEAD 9 CHAIR RAIL Q ) PANTRY 7.2 II=11-08 AIL INTERIOR SEE FOR TYP NOTES 31 1141 7.2 3° ' I'-'96 . 3" = V-0" ' 7.2 31 ' II-17 ' 7.2 3. ''' Is"9. ciiiir . ELEVATIONS & DETAILS CABINET DETAIL PERMIT REVIEW PROJECT 2602 t 20'-4' tDRAWN: RUT \ . •• • . CHECKED . . ' ' . . . . . .. . . . . • • . .. - .. . . . • • - • . - . ' - - . . . - . . •, . . - . . DATE 24 MARCIA 2008 . . . • - .. . . . . . . .. .. . . . . . . . . • . • - - - A . - CAE3INET LAYOUT E3Y - • . REVISIONS _ • . . . • . . ii \\ . •' • . • CUNER-SEE SPECS • • / . : . FOR ALLOWANCES . N.. . . .. . . 3, _ •-c-- •. . ) - • . . - . / — ,n\ 41 /11\ --k ,,-- _ .. . _ . I / . / \ / . . I \ / \ , \ \ / — .--- / x x > — - . , . , \ / . / — - \\ / . . / \ // _ . . . / . / . . V - - - \ . Cl NORTI4 c u I- 3 C I 1 SHOP-127 A 7 . 2 0 a _ A 7.2 1/414-0" I, c c C SU5P.AC.CLG. N N. .- _ WD.FRAMING TO .� - - wD.FRAMING TO T ' t,4govE C.; ...• ~ STRUCTURE ABOVE FRAMMG TO -----''" N518' c5/8`GYP.BD.ON - ' YP - BD ON NN:NcUX). TURE A130YE -• +� Ka' • e NN:1.11' f ON 2x FFc'AMMCs p e •-- �; , - 1x FRAMING+� b6' ,OC(+�SOFFIT ' 16'OG(. rYP.BD.ON ONLY ONLY) SOFFIT ONLY) � 4 ING• if,' .r . l � 's �- IT\ \ SUSP.GYP.BD. 2► r +�►-m�a�...�♦-�►■mr.�►o.��-w.:am���s�.��` \ \ • r 2'-4 3/4' G' 1 SOFFIT DETF'W EAST r" it �' SOFFIT DEPTH SOUTH WALL - - • � i 2-43/4 f \ 1HI4'GLR1YP• 2- 4 SOFFIT DEPTH SOUTH WALL �� `^ SOFFIT DEPTH •- �'� ( \ —*► — ::msmaaraa a►���w►•60��r.a–.o►-a tea►�:�_�"r�� d- PROVIDE SOLID N a �: • en N \ \ m\ 2'-8r BLOCKING ES N ., 1 I'TYP. ` , I/414.I..R.TYP. --' ;_. ...� ����.,�...�AIVi bc3 SOLID WOOD(RAILS 4 STILES) U4'FLIri ri 9 3/4" I'-i I/2' 1'-0' VENTS ROUTED 011T, �- i SEE INTERIOR ELEV. m _.;i �; i E _N = - I; t3)-1'�VENT HOi.ES CONt IV.BLiCC� o TOP - +. BOTTOM-ANCHOR W/•8 x2' o ii 1/4" FLATHEAD SCREW t G�R 'IET = 114 TYP. ' 2'-0'O.C.TOP 4 BOTT. _1 9 �+ - ( '411 'V4 HB.(TYP.) FO ? -� `_.,.:-`-_`�_-� m 4) N i! (1)-3/4'x12`DEEP , s \ 1 3/4'MDF W.MELAMINE, r\ TYQ 9 ADJ.SHELVES y,PLYWOOD i -dam. SHELF ON ADJ. I ii SUPPORTS ' PECK y'PLYWOOD ItITH VENEER(PANEL) m W/v `� f ilk . 1===== f/, p. I (PANEL) \//, it f PROVIDE(2) N 1'-0'Mkt I. HOOKS EA SIDE SMILEY E T T L I N . M��1A—aWCmAKSWME�, i 1 \ . GI\4 REFRIGI CABINET I\ 11 / ! ► Ri�CUTTO architects z LIGHT FIXTURE ! ;i LE]�Cs1cA$ EOws H.i'-0 3/4' LIGHT FIXAZE (SEE ELEC) 8 / 1'=1'-0' !i SPEC ! WAINSCOT pT LOCKER (SEE ELEC.) \DOUBLE / "% l LOCATIONS `ii) PLAS.LAM. OVEN I'-10112' , TO WDERgiDE OF lJI`'PIR = ' - CO \ / i ��-I r i CABINETS a' iv !i t 4412 SW CORBETT AVE. • ' ' n,, 3'-6'x 4'-31/2' (SEE PLAN) 2-I 18 i , i 3/8'1.}O DOOR PORTLAND,OREGON 97201 U2'RlCI�.ITE A8.1 r-'- cN i W/OAK VENEER ���•_••�•-����_-�-'��_•:-`-•�_-7 = PHONE: (503 248-9170 4 ( ) NI- COORD.OUTLET LOCATION 18 Q N FAX: {503)248-0223 3/4'i•VF ADJ. N. a a P. %4 RICI1l.� 'PLYtIb p 2'-6' a 15b \ W/ELECTRICAL A8.1 i r- ' �,. - \N A8.1 :zcH3/4 ON - 14— MDF 1/2 13/4 ����������pp FALSE I _ 1 o T.4 i { 1 i� PULER '� FALSE 1' i ti ,D ' IN am El bc3 SOLID WOOD(RAIL *STILE) FRONT ' '`__ !../j I / �►,• ..a \ (2)3/4'SHELVES ON - 4 bc3 SOLID WOOD FRAhE /1 I� ' ADJ.SUPPORTS ! - -- -- - ,��, 2'-0' y'PLYWOOD IUTH VENEER(PANEL) O / 3/4'MDF 11/kC)UTED a E ; 1'-11'MIN i •It : , ■ ■ EDGEBANDED N �,� 3/4'MpF WI Q _ \ Q hNF , I MELAMINE,TYP:•ADJ.SHELVES m A m . 1∎•:St�..-`._-'722~.������_`,• `„ i- u� \ -RECYCLING t WASTE BINS NOTE:PROVIDE 314' � �� ��.-_•-�.-�- ��_���.. 3 DP.SLRDINiG TRAY n�/� /ON i�ry�D�P.�SL�I'D�A��QYs/�TRAY ON RILL-EXTENSION LI 19 EXTERIOR PLYWOOD IS \ 1),,... VIA[Li{.4.-EXrE STOW DRA ER GUIDES m GUIDES i 314 Pl.Yll+p• V4' (TYP EXTERIOR GLUE AT A�.L ,�1dCTION BOX e• A8.1 COWTERTOPS Al AU.MT w 3■ 4,3' • LOCATION ct i LOCATIONS(71'PJ ! - E 1 ' 'i RUBBER I VENTS MUTED ;, i (3)I o VENT HOLES i , ' 19 e . i ' b(3 SOLID WOOD(RAIL 4 STILE) BASE i_ SEE INTERIOR `j ?�' ---__ ' '�� ,{. 1 A9.1 !� 1; �: PI A r ,;L a\ VAIN , �. 'l. LL�►.lfatl�e�..t�?i°./�lL�.e� V,��r \ j���-aVQA����_�i�C���A�h`I�itlC��+�V�+ a\ t\74:-ACA11iAWAA►\''Sarni..∎mot..7%.+leamma.��a��� �at;a:C „�.1..0141►a�QA■1�.a:���►A,AA7II fj \ \ il Pi RUBBER BASE d- `� �- r A -----j ► T 3`r • RUBBER BASE r zz LOOKING EAST . c-_-_-] 1 TYP. KITCHEN CABINET c2) PASS THRU CABINET 3 OVEN ABINET 4_ C 5 KITCHEN ISLAND s LO KE �_ __ _ C R 7 TURNOUT EC)CKER' 8.1 I' I'-0' I' 1�-0M SEE FOR TYI°.NOTES A 8.1 IM I'-0' " I'=I'-O' 1.4-47 Nijir SEE E FOR TYP:NOTES 8.1 SEE " FOR TYP.NOTES A 8.1 SEE ,d FOR TYP.NOTES ' 8.1 1 r+I'-0' SEE a FOR TYP.NOTES Z Z � E E 0 04 0 0 I 2'-0" i 2-0",TYP. .„.._ ..- I=:1 E, pi k==i 04 ,i..77A I NW pliji LIGHT FIXTURE-SEE ELEC. Cr \1 /e 3/4'PL't II ,TYP. ridd I/2" E=I Z di"-r 44 A MIRROR A m Sig 1/4' IE STEEL w/1/2'4 x5' 2 it V4'STEEL E COUNTER cT SEE ISOMETRIC DETAIL FOR BRACKET ALL-THREAD WELDED Lei (34 SI,F'PMS w/(4)1/444 M$EA. ' TO , i' r 1�lf i-318'OVENEER HCTO iE - LET-iN 112' TO '- SPEC FOR i 1/4 x2 V4 ASH w/CLEAR SEALER - ►P.LAM.ON 3/4 a L/ WAS ANCHOR w/ 1/4'�xl'LAG SCREWS THRU M ,'"'' 0 �� PlAh1.ON 3/4' E7(T.PLYWOOD 5/8' c -.BD. aH (N' 5/I6'. HOLES PROVIDE ADD'L.2X4 '. ,I v. EXT.PLYWOOD �' `f - ON 1x - 0 STUDS ALONGSIDE t I _ __ - • e i6'OTC AK VENEER 2'-O 3/S" 1 114 TYP :: WALL FRAM . . N. \ `_ ---\ I 1x4 CLEATS SOFFIT ONLY cp A.B RACKET ›. ( g \ 0 o I. \ _,.,—,._..,_o,/) 4 r N ` 2 5/8' 3/811 �� 4� (TYP.) �_ _ 44 1; Y P. d; V) IP F=1 (N . • I 14 LOCKER E. IIIIIIIk I'-fi• •-,, 2-o JAMB . _ i. - 2x t3LOacn `� m 8.1 . , = I v °° b�4CLEAT(TYPa v v 3 =1-O �:r1�1,•; /111---4-1:0 2-2 3/4 �, %R?ICHLiTE ON%'PLYttp 1 3/4' !:::2-0" SOFFIT DEPTH t • --/ CNA • 11•40410744,47moceirariamt.w.. ....7aimpet,74 ti _. 2'-0' - in 444111 --�--F'LAS.LAM. N SOFFIT BEYOND `�' _ =1 1__ \ \ • (2)9/ib'0 o II ON 3/41 MDF 18 T I ` \ HOLES I-. a •,: �� VENTILATION WALL WOOD ' //,, 1/1'4,x3' LAG BOLT -t--i 1 1 U —.........1%. tri T \ ► i i 2x BLOCKING 1 II •. I/4 GLR.TYP. - RUBBER BASE -----•-- 2'-3' ■ V PANELED CAB'T:---�.. SECTION Ib' R1I1313ER SASE BRACKET ISO DETAIL SS BAC.ICSPI_ASH FACE a PLAS.LAM.—44-- -r a 9 LTV. COUNTER 11) CABINET Q p�3,4., N E• a=======1 = QBENCH (ADA)• 1 v21-447 CABINET V4 H$ <, 9 Q RUBBER •3' DETAILS co BASE Wii— . „ ' Ng. CARPET �•"`► 3/4'x 3/4'RICHLITE SS SPt.ASI•i AT(2) "4. RI, RUBBER BASE BLOCK • SIDES-SEE SPECS 2-1" \ , (I �J.SHELF-3/4' = , 2'-I° , / , c� 3 4"RICHLITE i = E GEI3Ai D NG ': Q SEALANT SS 81N[ ( Ek- 'DES) '� , �,,'PLY�D r---3 I/2 ,,�,�r 15 A DA SINK _ _ __ tli 4 4 oPaI�,IG FOR caoKTOP ,_� 2' m 314' EE PERMIT REVIEW 1A111774MAYAFMWS/L7111k1774PAM74■474■741, 011 i 1/4'x2 1/ ' ASH i/CLEAR -� 4 �'�� r PROJECT: �` v v \ ` ;ty _ � it 1 118' (b)• 2 5/8' EA. SEALER ANCHOR �""' �"� HOR W/ 1/4'.x1' (,. 2h�2 " TI 3 LAG BOLTS T1-IRU 5/16'. HOLES �, 2-O $ I'► I f�� CoacTOP `��' A8.1 3/8 DRAWN: R�11� Y-0'MERE NOTED , I 2 5/8 O C. IN STEEL BAR _I �� ` nvv�v��,��.n�s E E � E %� CHECKED: .. =.1 4 ,1 -I P -1 E / Ny--- st DATE: 24 MARCH 208 314'mix wi RoUTED ,,� © TYP. RI C H LITE E DG E ►� VENT HOLES 13/4 O.R. 2x1/4 STEEL BAR c 2'-0" ' •� STEEL BAR 3"4-0' REvtsiorts: • 4 Q Q « 2x4 BELOW NOTE: SPACE STEEL m �- m _ _ ►,, p p i/8 I� TYP. SUPPORTS EQUALLY - i l-i C -� "5'' --- -�- 2'>�xl/4' 0 (3)REQ'D g t3'-3' 0.C. • i ► 44 STEEL TUBE 2'-8' i _ bc3 STILEIRAiL BEYOND 1 it i 3' 3" I COUNTER (4)3/8'� COUNTERS Y'PLYWOOD W/ all ! 1 '� x-1 x1/4 E EXPANSION ANCHORS = I VENEER _. ■► i ► . 2-4112 E► aka�►�� w��lA�ZT-1��a�ii��.. � !►am!w ���Vir��A-a�Cazai�C-1 , ■-i�C�.2w!\ate-Ct;�A.�411W-►i �►�~,4%+ V.47.4`.C�Vii.S7M7C∎7�1/171/ W111 a.�:�r4 �A ; bc3 SOLID W�RAIL/STILE .. / i'l �,1/4 "1' GRIND EDGES SMOOTH /� Ali 1 15b OVEN CABINET 8 FULL CABINET 10 EMT CABINET © SINK CABINET 13 RANGE ABINET ` C 17 BENCH__ _ __ "-I'-0• 19 STI EE & �:AI E I =1-O _ f 8.1 N 1 • SEE 'k FOR TYP.NOTES ' 8.1 I* i`-O' h"I�-0� SEE ��' FOR TYP,NOTES 8.1 I� 10' SEE 'd FOR TYP.NOTES LAfMINATE AR4�IE813 8.1 e 1 ( 1/2'=1'-O" S r 1 3� i�-O KITCI IV CABOT DOOR EDCES E CAMET • 41i.. \o it: .....ate .E:33=3E...100. iii. .._:,','I'lliell_____iimillj_t_iiiiijiiihi_________________________ c , O to illa ° 11111.11110°•Ill. .. .ill ° II. •• .11 ° ° 11 /I, • DEs. tall i , .„.. , /411' . ,/,' HANS O. .,!. 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PORTLAND, OREGON 97201 1 III 11111111111111IIINIIIIIIMIE 11111111111:1111111111111111 ''''•hlit WE 111111111111111111111111111P4!i1111111111111111111111111b1.611111111111111111111111111111111111111101=111111 11111111111111 1111111111111111111111110 1111111111111111111111111 1111111 III :11111111110 PHONE: (503)248-9170 FAX (503)248-0223 'hind ,,- 0 RECESSED FLUORESCENT 1/8" = 1'.-0" 4 ! to •. . - • • - . ," .• #31-01 A.F.F. , . n , III •81-0"A PP. 136 • . • • IIIM`Jill s)'7 - • 111111111111111111111111111111111111111111.L1111111111111111111111111111111111111111111111111.11 . CI= SURFACE MOUNTED FLUORESCENT . . " IM ...... . ' .1.1_, . .. • IVI LOB. BY r7i . _ . :-, lev 8`.-3:3"zz.A.Fi.F. 111 I 11 111 111 I III II I I I I I I I I I I I I III I I'WIN _ . PAN_ 131 14-1 ' _._* . , :11 9 HALL-HOMED FLUORESCENT , I— - 0 0 . ' 0 '' 011-6'A.F.F.. . 7 ! ,-,T1 0 STEM-MOUNTED FLUORESCENT . . II Tr l'111•111V: .- . . .. . -0 . . - LAUNDRY „,., 0 RECESSED DONILIGHT a main, A,imi... ii, ...., ii.alle ii,. iiii• ...., il ti_ I 11 ii....'' / • • ..\ .._ 1 ' Gil 1, • 1111 ., .. 0 cr-Ol'A.F.F. _ , cr-01A.F.F-: \ '111 III IN—i — I OILET.‘;.TOILET--' TOILET * I f 125 la I n, .. i STEM-MOUNTED FLUORF6GENT 0514A APFVD LADDER: 24' lit - . . ' . 1 33. : . •13-2 . -130 - E i 2* I-/--_=-- - 1°14)1 AFF.- . : KIT i"-IEN . , ..• 1 i WAU..-MOUNTED FLUORESCENT CLEAR PlIDTH NE E". I • . J. J. I 17111 811-0*AFFla : OSLO"APP .A.F.F'' § 111 SIDE RAILS-FB.3'x 3/8" 1 _II_II munamaimmiannimummuilm 11 ,11 I --/ 1 1 i a E .M14 1 I el'SUSPENDED FLUORESCENT 14 GAGE DIAMOND GRIP STRI/T s g ELECT* -, _ , ,,.._______ LADDER RUNG s s i , r SIPPORT ANGLE- i• ill Atk 1111111111111.till. 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En 0 , 11 171 1. 11111111111 si 1 CJ t=1 ii li _il _ _.... „....-44-, 1• millimmilumaimi••=1.10, s 1 . , -1/4 A\ — , _ I i .. EM• CLEANUP/ST', R - E E E ! . . ,La. .( ORR IIIII ■.". SUPPLY DIFFUSER • 128' im . .- . i 1 . .2, . i I ,- 0 0 PSI I II , gi -IIIIIIIIIIIIIIIIIII IIIII1 , 0 RETURN AIR GRILLE • Allh, i rli 1 ILI Ct (D I = 11111111111111.11111111111"11111111111111111. 1E11 MZIIIIIIIII ....-111 ra EXHAUST FAN I I i LADDER DETAIL ITS • 1,„ .' -H---- .1. 1 1 ______ . , E i r1=4 Re) E 1 , 1 III 411-011:A.F.F. - (41-01'A.F.P. . i i --- lia A9.1 l'=II-0" __ . . IIIII -. . .• '. - . E i E _ ' IllitlIllaIIII ,",,, . -1E1 Ens ma _I LINEAR DIFFUSER > • _ a i - Ei 111.•1111111. - - •illnall 1 , WI ,-3 i ACCESS PANEL- E==i . I= - ; i . _________ __ ___ WOMEN ' , 103 '1111111111111111111111111111 a I > 51.1 SPECS \., I E 0 0 mom cant.. ... 11111-- .. _SHOP — . E = 1 - 8'-'31 A.F.E. ori - -- — - i 1 9 - VARIE5 , I E NI I NB . . . . , . II E E . 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Imr STORAGE 1-1111111111111111112E1111111111 • .* --' TOILET :— IT i: .- — 1 - NO 126 '11111111111.1111111M1111=1:11-- --" ;/°- -0 - ° . -i'. -7/ II III•10 ., la RE NE iii•:-.. • LOBBY q,...6. 0 0 0 101 A.F.F. .. ,', 102 - I REFLECTED 1 u u . 1 • 'iv II • III IL 0 . 6 . . . ,.,el A.F. .G1 .... ,/,‘, /A IN i .... _______ .s, i--, , im -........1.1.1.1. - - _ , CEILING PLAN, A v. NMI 1111=11111110510iilliMilEMEMEllitIMIMEMilinilliMiliRMiltlitilitililitillIPMenillill1111111111M1111111111111 1•iiiiimiliiiiiiiiiii 1 Ili poi MI --- SUPPORT BRACKET I3Y MEZZ. PLAN, & ...... PARTITION MAMF.w/(2) ii / \ II IIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIINIIIIIIIIIIIIIIIIIIIIIIIIIII - - II 1111111111iii111111111N111111011111111111111111 I 1111110•111111111111 1111 __. „,_ _ , WV DIA.ALL-71-IREAD II IMUSE MM a M IIIIIIII 111 IIIIIIMMUS MMMMM I MUM•11111 MMMMMM DETAILS , suppau Roos I — — t, II . I I i ISOMOMMIIIMOMMINN* 11111111111111111111011MOOMMINSMEM:21115141tIZIMOSOOMBININIBMIONONMOMI- 1101111•umimmummumm PERMIT REVIEW 1.iiij ...... . , B' I 111 0 .11.1t' is PROJECT 2b02 1) SLISP.GYP.SO. DIRAtikl RUFF to SaM-PAINT 0 4' 8' 16' .. OFERADLE PARTITION - CEILING PLAN ■0."44, CHECKED DATE 24 MARCH 2000 SEE SPECS. , 71) OPERABLE PARTITION a CLG. 118" = 1'-0" Al tol SCALE: 1/8" = 1'-O" REvI6101,16 _. co 1— o 1.- c.)._. ce A9 III II w U) Q- _ I,- 0 0 (NI . . : • '4 • - • /611i. ...01'N • -OP . - .004,'• . aAwaso. . _ 44. 4 " - . - -•- 11(11ilAND,' 1.7•.'"t :lib- I-6 . *It% • -OF': %.i '''• - f , 4+ PECK FIR ----1 EXII I SMILEY .. 6 _, . _ i• _ _ _, yr.. 1 I.- - - - 4 . 11 ETTLIN architects 4 4 4 4, 4 4 44 4412 SW CORBETT AVE. 4, .11 i. . . .. . ..............,............. ............................. .. i•, •• -• . .. •. ......•.. .-...-.-...-.....-.-.-.Y-........-...••••. •-..f _,..............-. .. . .. ... _ . - • ,• ... ,. ._ .. _ .. . .. 4 1 .:-:-.-:-..-.":•.....-::....:-•-•%-::.---?::--..-%-.1.".:-:.:::-:':.:-.'..c-.?:.:.:.:-...i."?:-..:**......?.................. 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I 1 E IIINIIi. .. , 1 'tvitP) WALL-OR CEILING-MOUNTED EXTT SIGN; Y EF,4 Z ARROWN INDICATES DIRECTION IF 940/$1 c:. I i I = g 1 ! A .. .• .........,.•....,........,....z...,.......... ......................................•..............:,........... • . • •. ,. • • • . . . . ... . . . • • . • .. • • •. . . . .., . . . , . . . .. . . _ . . . .. • • . Ak.. .PATH OF EGRESS TRAVEL WITH WMBEZ OF CO ::=1 f!: - • - - . . •• _ • •— ••,. .. __ _. 3 OCCUPANTS 1 'I 1 = L±: ..i. i ill— .■1111111\„_"7 'N__ . . . . . . . ., . . .. ..... .. .. . • • . ... ,. . .. •. .. .; •• .. •. , .. . . ,......__.. _.,_ ..-_,4_-.-..-.-.:.._ NE....,.__,.._..: 1 il I g m• _ WI 4 ir........................••....••...•........................................ • . • . . . • • .. . . . .• • . . .. . . .. . .. .. .. .. .. .. . k3 0 mi v, F=4 . • .4 . 1 _..... ............, . . i. 0 opi......1 ... . ... .. ..•.,_...7._...:...... . ...... . .:... .,..,... 1 . • _ .. .. ... ._ . .. •. .. c,...,___. . . . . , . . . . . . . . . . . .. . . . . •. .., . •. .., .......... .. .. .. . . _ . . , . • . .• .. •• •.... . ...........,..........., .. .. ,.. .. .. . .. .. .. ...... .. .. . ., . . . . . . . . . . . , • ., • . • . . . • .. . . .. OCCUPANT LOAD & LEGEND 1 Fl S. 11 E E i 'a 1 = ti===111 I I 26 .........■I •J ..,.. ,, •+ . . , mingensg• •• •. - . BASED ON 2007 0556 TABLE 1004..1.1 a l' N Ex 0 I, Al En.:,,.::,...,,,-. ...:..,..„.„.::,, E E = I II A . i N -3 ri: i ---- (3)--- ° 11 1111 .........:..:....i..:.................z............:..._::..........:.........:.........:...i.....:.i.....................:.i... i • • • - • • •. . • • . . . • . . . .. . _ . . . . . -•-.-:.-.-.-.-.-.•./.••••.•....•...••••-•.,-...•....................._ 1111.1144:4' 464 5FTION.OF occtipSPAGEANT: ASSEMBL5 Y-UNCONGENTRATED= 15 NSF/OCCUPANT F.. or E E •- •:--- ... ...*. :-... .•.:....::......*:..:..:..::.......: FLExoFFFUNCial-spION:AGE: El A a -1-* i . r ' , i r I = . . -3 F.: ff., 1 = 1 . • . •• •• ••. ... .. . • • .. •.,•...•. •.. . . . . .. . . . . ._.... .. , -- .- .._:-.1-.-_-..-!.,.::.--_-::: ME......_____... —......11 ._.................. ....•.........•..... POLICE 0::::AC'E BUSINESrili?"=71230CC;P°CaPIXCIT5N: .--..••-..•••••••••• it32 5F=4 OCCAPANTS 02 i lr E. i A 0 Pr I'FEG 3:- 1 1 s' = Eg A r . i -gal r ,,, A...."AA 1 I g i a 11 .11 \\N, ExERGmEN:NsTiLocKERsoissENL0FRoomocKER55p:AGE: i i i -... , 1 V...k Pir/77/r ii i I ilik 1 1 1 1 1,‘SMI.1 I.0":".. : ' WcKER5342268::FsFSFM5=:it67occUPoGcup°rLUP:NTANTANTR"55s =5°65F/°C4UPANT E E i IL_ 1 hl%N. 161. I. hh 11111111111111111111111111111111.111111111111111111111111.1 FIRE & UFE 11 E E FEG'1 E I wrmirt II a- AI i„,„„. 7 , FUNCTION OFsT SPACE: ACCESSORY364366 5F5F 5T220RAGEoccupoccup=ANTANT300: 65F/OGCUPANT SAF Err PLAN g == E g .2. TOTAL OCCUPANT LOAD=ql OCCUPANTS IN II I 011119 IP ' 11 occupACTUALANGTYPyloFGALI6OCCUPpEopLEANCAYT IL DIFTCrHAN6EMEMBERS. PER SHIFT. A TYPICAL MAXIMM FPRo JEEcTR, MIT REVIEW2602 ,:, —1111EIIIIMMIE111 011 .„,. A . .......„„.„„ „,-,,,,.,„, ..., , J15 1/91 0 0 . 0 . 0 „ ........ • 8 Vr. FIRE EXIT 1141 41 DRAWN: CHECKED: DATE: 24 MARCIA 2008, 12E145101,15: Eg M E ID 0 FIRE & LIFE SAFETY PLAN 11cf4 SF ,b . . 1-8 1/8" = 11-06 410 FLS1 • 1 u., 0 4' S' le?' 32' u)_ in.. / \ o a CV 0 PLANT LIST: VEGETATED CORRIDOR & MITIGATION PLANT LiST: DETENTION POND PLANT LIST: SWALE ALONG DETENTION POND # SYM LATIN NAME/ Common Name SIZE SPACING # SYM LATIN NAME/ Common Name SIZE SPACING # SYM LATIN NAME/ Common Name SIZE SPACING SHRUBS AQUATIC GRASSES AQUATIC GRASSES ` 4,278 CO CAREX OBNUPTA plugs 6 per 1 sf 1,208 CO CAREX OBNUPTA plugs 6 per 1 sf 1" �•�,(,/ 325 CS CORNUS SERICEA 1 gal. 4' o.c. Slough Sedge Slough Sedge Redosier Dogwood 2' ht. min. 4,278 JP JUNCUS PATENS plugs 6 per 1 sf 1,208 JP JUNCUS PATENS plugs 6 per 1 sf '� �,,. 357 PC PHYSOCARPUS CAPITATUS 1 gal. 4' o.c. Spreading Rush Spreading Rush z Western Ninebark � 4,277 SM SCIRPUS MICROCARPUS plugs 6 per 1 sf 1,208 SM SCIRPUS MICROCARPUS plugs 6 per 1 sf O Cri 2 ht. min. Small-fruited Bulrush Small-fruited Bulrush 281 SA SYMPHORICARPOS ALBA 1 gal. 4' o.c. w 9 REMOVE NINE FROM AROUND BASE CROWN OF ROOT BALI.IS TO BE 1" Snowberry 1.5' ht. min. OF THE TREE. PUSH BURLAP AND ABOVE FlNISHED GRADE C_ ROPE FLAT AGAINST GRAOUND 422 SR SAMBUCUS RAECEMOSA 1 gal. 4' o.c. SHRUBS SHRUBS (TREATED OR 3" MOUND FOR WATER BASIN MULCH 18" DIAM. REMOVED) 3"-4» COMPOSTED BARK MULCH Red Elderberry 1.5' ht. min. 23 CS CORNUS SERICEA 1 gal, 4' o.c. 6 PC PHYSOCARPUS CAPITATUS 1 gal. 4' o.c. ,l w- Redosier Dogwood 2' ht. min. Western Ninebark ' �1., .1; FN�ISHED GRADE TREES 2 ht. min. I) i �r� _ , BACK Flu PLANTING HOLE MATH - �1f# 202 AR 38 PC PHYSOCARPUS CAPITATUS 1 gal. 4 o.c. 10 SA SYMPHORICARPOS ALGA 1 gal. 4 o.c. 1 -s MIN•—• 1 i I,.--i,, APPROVED MIXTURE PER SEEFICAT1ONS _moo,���� '�!' " BARK MULCH ALNUS RUBRA 1 gal. 10' o.c. Western Ninebark 2 ht. min. Snowberry 1.5' ht. min. _,� ,Vi.�i, Red Alder 3' ht. min. 14 SYMPHORICARPOS ALBA 4' 10 DOUGLASII EXISTING SUBGRADE `�'.. 4 SA SYMPHORICAR 1 gal. 4 o.c. SD SPIRAEA DOUGLASI 1 gal. 4' o.c. 3 X 0 OF ROOTBALL �. FINISH GRADE 75 TP THUJA PLICATA 2 gal. 10' o.c. Snowberry 1.5' ht. min. Douglas Spiraea 1.5' ht .min. Western Red Cedar 2' ht. min. s����, <�,.;r 17 SD SPIRAEA DOUGLAS!! 1 gal. 4' o.c. NOTE: IF TREE IS CONTAINER GROWN S iCK BREAK ROOT BALL APART �, ' 1� = BACKFiLL SOIL MIXTURE Douglas Spiraea 1.5' ht .min. BEFORE PLACING IN PLANTING HOLE. IF PLANT IS ROOT BOUND MAKE I cjj�.. ►. ��: I w 11.=1 �.I TREES A VERTICAL CAIR THE LOWER E MASS. PULL t- UT AD STRAIGHTEN� Ga UNNG� Q 2 AC ACER CIRCINATUM 2 gal. 10' o.c. 2 X ROOTBALL EXISTING SUBGRADE o TREES Vine Maple (Min. 4 Stem) 2' ht. min. 3 FL FRAXINUS LATIFOLIA 2 gal. 10' o.c. DECIDUOUS TREE PLANTING DETAIL SHRUB & SMALL TREE PLANTING DETAIL o 6 AC ACER CIRCINATUM 2 gal. 10 o.c. Oregon Ash 3' ht. min. 0 NOT TO SCALE NOT TO SCALE f- ; r Vine Maple (Min. 4 Stem) 2' ht. min, 12 FL FRAXINUS LATIFOLIA 2 gal. 10' o.c. r ... -: , f j., Oregon Ash 3' ht. min. ckii-� X) CWS VEGETTATED CORRIDOR & MITIGATION CALCULATIONS: CWS DETENTION POND CALCULATIONS: CWS WATER QUALITY SWALE CALCULATIONS: ,1 , - ;; 4 - 4.43, TOTAL VEGITATED CORRIDOR AREA= 27,418 S.F. TOTAL POND AREA = 3,982.3 S.F. TOTAL SWALE AREA = 1,125 S.F. GENERAL NOTES: ; �: .2 TREES REQUIRED ( area x .01) = 274 TOTAL TREATMENT AREA = 2,138.76 S.F. TOTAL TREATMENT AREA = 6034 S.F. 1. Contractor is to verify all plant quantities. `-" _ V.,-,:\ ;f 75 TP _ i to i TREES PROPOSED = 274 TOTAL F AREA = 1,843.54 - 2. Adjust plantings in the field as necessary. �► _ _ - �- '#�•,,�, //• ty c \ tif FREEBOARD S,F. TOTAL FREEBOARD AREA = 521 S.F. � Y• . SHRUBS REQUIRED ( area x .05) = 1,371 TREATMENT PLUGS REQUIRED (treatment area x 6) = 12,833 TREATMENT PLUGS REQUIRED (treatment area x 6) = 3,624 3. Project is to be irrigated by an automatic, underground system, , '. -A ye,"-- ,�,., which will provide full coverage for all font material. System is to be �;1>, ` �'��"4'�0 ' ' ' SHRUBS PROPOSED = 1,371 TREATMENT PLUGS PROPOSED - i �t ' ' , = 12,833 TREATMENT PLUGS PROPOSED = 3,624 p plant .;�� �l!`' ,� ; e►- �k design/ build by Landscape Contractor. Guarantee system fora +►•,•►, :`.► +- • . • • • , TREES REQUIRED freeboard area x .01 = 18 TREES REQUIRED freeboard area x .01 = 5 =`�'`s�:'�''`�r �� 1� . . ( } minimum one year. '�`9;�*,�4i��� ,'�'-/'d,.�Qp� . • I \t, r TOTAL MITIGATION AREA = 286 S.F. - (_ } t► -.•. -. �--' -0.. TREES PROPOSED - 18 TREES PROPOSED = 5 4. All plants are to be fully well branched and true to form. ' �,0 r�;�•-�•►�. �'`�a., ► • ' ' TREES REQUIRED area x .01 = 3 = .� 0 .,,�., ,a0�iV �, a, ? , • • y • ( .01) SHRUBS REQUIRED ( freeboard area x .05} = 92 SHRUBS REQUIRED ( freeboard area x .05} 26 ►.ilk 1/4 -I 1.=fw � ,�!s�4te • • • TREES PROPOSED = 3 �' 0.�>��•--�—�,00.,�` t���� + �,, a SHRUBS PROPOSED = 92 SHRUBS PROPOSED = 26 FOR PLANTING LIST & SPECS. FOR FIRE '� �4.rito �l�%:` o•14.--# ,4- ' I m SHRUBS REQUIRED ( area x .05} = 14 ©�Q�t�farQ, ' � ��?=O`Oej"+pit% ij�r, .`. • • •.' 1 '. I 8 SHRUBS PROPOSED = 14 STATION SEE SHEET L 1.0 f• air+'Qi1-v1+, -..e.to ow,0,,•.,.!'•, ' • • •' ' ' • o �9� i� s jO iriri o,0 tii1l►0.44):*'• ... • • • rn. ...i•Mç r - RaIiGH SEED k - / ; / ' (SEE. Y MIX'• , ' Q 7//,'.4.„ (SEE:sl=ors). , a WATER QUALITY SWALE SPECIFICATIONS AS PER CLEAN WATER SERVICES PLANTING REQUIREMENTS & DETAIL 710. / �*i ,�. � :. TOP OF BARK TO BE AT i . . s°' _.O.�i►_ T� f' CROWN ROOTBALL + - ...• 6....A..ci. .....'*' OSE: REINFORCED �, O- �t�. • • • » - 0 325-CS ♦': . 17-$D ' ��. ,*,•, ;,�s- -%�.•i� '• 2'7:CS SITE PREPARATIONS: Remove all nonnative plant materials, including plants, roots, and seeds prior to adding topsoils. Till the sub-grade in these areas to a depth of at least four inches and add at least 12 of clean RUBBER OR GRO- , w.,o► •.r.0, ,, ' ., ±, v�:,q compost-amended topsoil. The compost amended topsoil shall have the following characteristics to ensure a / ��'I�'+ '�" 9 good growing medium: w STRAIGHT TREE TIES / i►�� ,, -�,.�.,��- ,,, , ,�, .- ,. 2 MOUND FOR 1 I' ''a' ,,r1,-,, `Ae;,/,*,;,gib: .''4,27$-JP = "V A) Texture - material passes through 1 screen ,� '0.4 ,! ,g:;44.► s WATER BASIN Q .; �,r, .,!° . .4,,277�-SM p 202-AR ... mot, �•r ; ,+ o B) Fertility - 35% organic matter ;1� r Y WIRE #10 GA. X1'1 �!a.#�,�•�� -',�'�� f':�C. P---4° : . In the event off / 1,44t,, ,�. 4 r�- �► 2'x 2" DOUG AR i' DBL. STRAND, TWISTED, / IN y1.�, •�1h;rr; . *`�r .�r,�. ,.,�;; +,�.`` 12-FL, N food plain grading, over-excavate the sub grade to ensure 12 of topsoil can be applied without impacting surface water elevations. aY�,;,* ,• v;�„, !, ,�,%st '; ,t� V g4 STAKES. 3 STAKES GALVANIZED. ;.'.-, / • , AC�.. . , ,msµ/ 4:40,,,e \ ,, , 38,PC • EQUALLY SPACED "�, G i�tom , ;�"UA1 �,/.. .,���G r1 4.#:, ,a,•/ '-,,,,.r�, ,.-�' ` 14-SA ' ` SOIL PREPARATION: Water Quality Swale area shall be over-excavated and filled to final grade with 12 inches of amended topsoil. Topsoil amendments shall be Arden compost, not conventional fertilizer amendments. tti r44 Q t�=����:'. s%'.46 �OOpr;,'r �^<,0t,`� . 'v`' tom � `'11 +•:. ``� garden AROUND TREE >�' .•±�► '�! �► /, , apply fertilizer to the Water Quality Facility. 2 1/2 BARK MULCH !', ��, # t *ell"'t._ ;.� y !Q ,,4� , , / /} ' •` '' L'-- NISH GRADE S b►- �i'r, lJ `'-.;``,0 G+�,*'1�lt, -�••��• 1-`t ,� ,, � � .,���� i `+ W v r .�. /! : .�1; 'i� ♦..♦ `�: r/-�;.L�j,+t'7 �,♦ ,%% wt/ �'~; ,��' / 1r ;�, i.:, 1,208 Ct ..-4j ca TUNG: Plantings should be installed between February 1 • �"` i �- ,0. _ iii►.'o. l i �+ �. , <F ,/ ,.` ,�:�s� r i*y, �t y and May 1 or between October 1 and November 15. Bare root stock shall be installed only from December 15 through April 15. When plantings must be installed REMOVE BURLAP l �i����1`i��— BACKFlLL SOIL MIXTURE , •, �-titbit"�d , mat 4 e∎Or.�± ;t� ! **`r�' 4e,...4:;;;i,,4ri,:g`► `�.,*,; - � t< - 1 208-3P w .� ,.� .e r� 1 I/�/R. �.�)��` T 0ti'+. .`�,���'� ,�,� �► �.���'rl' ♦.�r�r.� fi l��n/ ���,.�' � � f Cn outside these times, additional measures may be needed to assure survival. -11 --rI1••�IE,•-•_I[••I WITH FERTILIZER ► Q� ..:1 ,� �'�,� �► •° t-ti =+=`'`-' fif.,;;�,�. v, - v., C+ 01111146'.•--, ::,„,(40,4007.� ���RI���j�:w(�• �►► �'� ri �• ,� _�L'��:�i►•lYl .w CrjQ�•�r �'ra��...�.... -• ���� ,�. .:�►-406......- .111:3,,z7 � .. „ ,► , ... 1,208.-SM ir,• 2 to 2 1/2 ROOTBALL EXISTING SUBGRADE !..:1l!"' r� .0 leZia►.Q�O4'�,•0 -•�1�,,a � = ° c1:sr>Q�� •�r6r•.. . +10 1ii�V►A!d'ti i4 , • EROSION CONTROL. Grading, soil preparation, and seeding shall be performed during optimal weather conditions and at low flow levels to minimize sediment impacts. Site disturbance shall be minimized and desirable ���,� �=�►,"/1�4G�.... /;�•►-i per' -0.: �: - -' -,-"-., ---, : �� a�4,4",- .'•r�w� } I ti�` ♦ � �.ro�•• �e11 • I .��� t•:'�3%• 41/44.4V/°fr",;''',7,'''♦ '✓% i _.�c/j1,.'�.yJ!%'w,v. A. �� •, ,,.� `� (V !�� vegetation retained, where possible. Slopes shall be graded to support the establishment of vegetation. Where seeding is used for erosion control, an appropriate native grass, Re reen or its equivalent), or sterile wheat t��{,1 +►-1• .->f� x► r �OQ�•►O�V:O O"�O . N ` °``-�� -� t- ,r;. `r,4 ,,,-, *''f~,�: ,.-0./..),,f',. ► • .P 9 9 9 9 ( �° . � �shall be used to stabilize slopes until permanent vegetation fis estab#fished. Biodegradable fabrics (coir, coconut or a roved ute mattin minimum 1 4 s ware hales ma be used to stabilize slo es and channels. Fabrics ;R�ia.-,,0. �'►� Q�' t,�'O�O,�oi►�� 1t1��aO`� -- -:, , u,►W e► r�i►� y �`C'PP J 9 / q ) Y P 001.1-1'": CQOVft07l �CrirCv�• �=:;'1l-�j�t 41 ` •• .4 it , i c? such as burlap may be used to secure plant plugs in lace and to discourage floatin upon inundation. No plastic mesh that can entangle wildlife is permitted. Consult CWS Chapter 6 - Erosion Prevention and Sediment �i. --rIii, •l _i>t.r.,,:zw v '�. r ,A.-1=.�,. ,. ••, 10-- A S cV•P• . Y P place floating P P EVERGREEN TREE STAKING DETAIL �►1-�0 ;��* v, �- s���- poi ��� �� ,.. 3:-FL. 2 aG Control for additional information. •�0;.;►�r,7 ;►%�14 P i�0 Q r� QO,.I +„r�.�►!�f �,f0� ; , , r- 0��0 -�•i''O ,'Q,�A,, � 'ri01�! a ► ��1i►�1��.r,r „ , Q-SD ›t--, ' NOT TO S A E * `0 ` '`�� �• hs, -_ C,00-��.�. �..,_- ,� , A biodegradable Erosion Control Matting shall be laced over the topsoil throw throughout the Swale cross section, fabric shall be held in lace in accordance with the manufacturers installation requirements.uirements. Use high h density C L ��?!. •� 1�_ AO -'��i • i ��►ti. • 'a' . tl• 6,PC .-, 9 placed 9 place q 9 Y ri, 4 2 0 0 Q0, .a.. ;/► ►.•� �';3 jute matting in the treatment area (Geo jute Plus or approved equal). In all other areas use low density jute matting (Econo jute or approved equal). Landscaping shall include finished grades and even distribution of topsoil _,, �., .;,.�, 0�,►_,.�w� p•i; 4��, � �.,►aw� ►,/ >�/ „�-. � . • • ' '"�- • • .;" to meet planting Grades and slopes shall be as indicated on civil plans. Finish grading shall remove all depressions or low areas to provide positive drainage throw throughout the area. � l,,� 16'4'0 mot. 1 .f ,0��' "'°' 8-AUC « -lir P 9 P 9 9 P P 9 - -' ��1 yam"~Oc..�� K�) �� '~,i'� �.'�+'j • • • • • ' ' ' CO Removal of invasive non-native species is required by hand for the entire wetland buffer area If necessary, excessive weed growth may be treated with Rodeo or Garton 3-A (or approved equals) in strict r,.. �,•, , ♦1. .ry; �,-�,l� :sal ,. , . cn accordance with the manufacturer's instructions. OS lie' 1 ri1-`,;.��1�j`� +.s'.�j0,41P'-`" •er 4-ZS . cn 0�1,, inptilA>,b17',4•04,--0 •+'` 9-SBF T., . , cn C N P-0 FERTILIZER: Do not apply fertilizer to any plantings within the Wetland Buffer or Water Quality Swales. (t' ',t �°� `� 4'„ ' 136-AUU �. .-4 .� 33-MAC ' • 1> �_.,!i' 20-AUU ♦i+��,��+�.� 't+'1+"•`+'.`1 ` .PLANTING TREES AND SHRUBS Plant upright and face to give best appearance or relationship to adjacent plants and structures. Loosen and remove twine binding and burlap from top one-half of root balls. Cut off * -4:-.-", 1' �► 3-AC ,..❖+•+O•: .••OO+,++❖.•.+.*. � +.', 1-AC +iii•++ii+i i+i�+�+�•�,�.�+�.�4., cleanly all broken or frayed roots, and spread roots out. Stagger Plants in rows. Backfill planting hole with soil mix while working each layer to eliminate voids. 0 ` ++++•+ +++++• y Y P 9 9 / ago.• -416.....41 .!o ...► . ++i•�+.+i+.��. +•r.�i�i•+•i i+i ►.!t: rM► ..64.,,...„ • •; 13-MAC •• •,+• +. +• CIS MULCHING: Trees, shrubs, and groundcovers planted in upland areas shall be mulched a minimum of 3" in depth and 18 in diameter, tXlo retain moisture and discourage weed growth around newly installed plant material. AN,. -*\14/,J1''�O • 6 ICC ,�,�.+ ���,� 5-NDW +'+'-'� 1” .k '' ;:'+'+'+'_.!+:•:•.•• .•,:+'++.44.4,- �,�+�,.. Appropriate mulches are made from composted bark or leaves that have not been chemically treated. The use of mulch in frequently inundated areas shall be limited, to avoid any possible water quality impacts including / _Ii', v►. a r�►001, .,.; ,p�...„.• �� ►0=4.;;•:•:.7744$1.'444::',M•••:4-4M At ,4+,.• ••., :,.-*+40 ,•,� the leaching of tannins and nutrients, and the migration of mulch into waterways. , +►-`'� ' ��;10 +•.+ +•. At t` :• 4 s:44 t,++ : ,... � '' 011 �� t ��� try.+ •: •• * ►t• ...+�..+sill+.�., ': p �... ►. �,, r.,�s..�;��' .i�,._QO � .. 15-NDW .,,..t � I i 5-NDW . -�►..............- ��. � .+ ,ft}I� �” "'Alm�� , t�`�i+�It��``�h�". �••.+� +r • 'his ,�.�.��+....�++i❖1••�,.,,, �.1 ice.+t�1� SEED: Bluetag grass seed conforming to applicable State laws. No noxious weed seeds. Submit Guaranteed analysis. ....Q �G, /Q Fla► .., '� 5-NDW .+ Wetland Buffer' Seed: To contain 20% California Brome, 20% Blue Wildr 50% Native Red Fescue, and 10% Large-leafed Lupine. Sow seed at 2 lb 1000 s ft. -r� OJ> <�11i i0''1il�' Q's':'�X �-�'��f� -• ��� '•'4 •••'«• ..-. '' 14-PM =•`- =��,► 16-NDW ;❖alb itp,Water Quality Swale Freeboard Area Seed: Dwarf Tall Fescue 40%, Dwarf Perennial Rye 30%, Creeping Red Fescue 25%, Colonial Bent Grass 5%, Apply at a rate of 2.75 lbs. 1000 s ft. `�+p-��`r. 44 4,0114 �� 0�(�04'*�` ;1 V '''re �r;.►� ;{':, ,*..�_.!:.q, . 13-MAC 6-AUU ,..,.. ''1 Ye / q• y/�, -.... �1� �. K !`r 0 sir A �, "tin e"' + t_ ♦ : O.14,14%;i� >)� � tM ��a�.`. '1�"'`��•'n+�►�'.+�►`?'i.�,...+•1 IJ1�•�.�+�+t r i 7-NDW ++`: ->-4 4 +!Lig!: '`� /',, '" r l. I ir4 �;11 W`''' �' ►r .• 4 6-AUU �+ .`��r/;;� 0.0..>�fA'I•�►�'��'w��r� '��0 Oi'Q 1��,,,�ri►'��'�'.+�..•�►�.�►�.�+•+•+, ;,.+++.•++�+�� COMMUNITY ROOM ���";° �.IRRiGATION:IS to be provided as per a separate plan design/ build by Landscape Contractor. Project is to be irrigated by an automatic, underground system, which will provide full coverage for all plant material. Guarantee O -A\ t i►.,, 416 4,.;-'1412. � 0i'Z `►.� ...: >❖..:44• 12-MAC .:' .'.s tem for a minimum one ear. S Rem is to meet CWS Detail 710 Standards. � ��* t! .. =i` 0 �'�►� 'i i• 7-S8F +� ►+� ► �>.' .•.,�if� `l.�.r y#. V` #I .. .��s 'u1n�' '�' ,0•.•.•i"""t: + �� 53-AUU �.'� _,, Ip, - 4,4 ` 1 4-' 44 14,46 + 1-FOR .,..�_ ..MAINTENANCE:The ermitee is res onsible for the maintenance of this facilit for a minimum of two `, r r V;:i=D:p1,S�t14"'`.�;'�,. ,�i a - , 45-AUU ��+•+• -p p y years following the acceptance of the facility by Clean Water Services (CWS). Engineer or Owners Representative shall N. !!., Q ,�_�,�- \� (i�'�O� . ,...,.�.. Minspect the facilit twice annual) g } g Y Period. if at an time durin the warrant �'� •� ��1-+�`'`�e�f*' �'i 'SIN► 1 Y." Lq� +� "' 3-ZS '•� 0 y y (Sprin & Fall throw haul the two- ear maintenance y g y period the landscaping falls below 80% survival of trees and shrubs, or 90% aerial coverage ►� ' 3��ap,-.,�;1 1�- .r, �� „ .-, W,sti. •w mot►. Ali, i . ►.of herbaceous plants, or iif the amount of invasive non-native species exceeds 20%, the Owner shall remove the undesirable vegetation and reinstall all deficient planting at the next appropriate time. The two-year /� 1.,ti`s'���� ,`,D,rO , "�"*Q'� ''� � ' ,•; ►;•; maintenance period shall begin again from the date of replanting. The facility shall be re-excavated and planted if siltration greater than 3" in depth occurs within the 2 year maintenance period. Water Quality Facility is ;' ,,.�,���:�.r I/��t 0.�1 . ..,rte'�f *f �i + ►• ►,.--�,� .•,� P__to be kept free of debris and maintained to insure water flow. Protect and maintain work described in these specifications a ainst all defects of materials and workmanship, through final acceptance. ►"'' :, !'�` 9 iA• 0�1'«►.'c 1 v `ti'' 1 ♦-y. .. .w�_._i+ �. t 10�J��`:!;1> Q;�?!�'F, > i�.i>�i�� 4Q 422-SR �; :4. *lid: v" Q�'i� ,0 ems ti, �+,-.. ,0.3.4 ►Q ! O �' .,:• .� CLEAN-UP: At completion of each division of work all extra material, supplies, equipment, etc., shall be removed from the site. All walks, paving, or other surfaces shall be swept clean, mulch areas shall have debris ,Q�� �► l?,1)-4110414-01:146,174/6‘,40:14,,,-1,' � � C OQ+ �� 132-AUU 5-SBF •removed and any soil cleared from surface. All areas of the project shall be kept clean, orderly and complete. r // -0 ' a `. : '� 11-AUU Y �: .rfi , + .�;t►64.0 P. '.'► '! ' �0 as 6i ►,� a 4$0.; 4;,,4o c).. AQo 11-AUU FIRE STATION ::::!.:#`�4Ir►�'�/��v l�Op,X01 �A O O L` 5-FOR . � ► . 4 i" s_�.,�.. 1... ♦;lOr. r ,O" iii,L:r111:-;;;;;;,•:, 1 0-SBF �� WATER QUALITY SWALE AS PER CLEAN WATER SERVICES DETAIL NO. 710: jtii 357-PC ,.,:,:, ;:;:CUNSTRUCTION �/,t :�-'-�: `�`%, � ' +.,.1. Water Qualit Swale shall be over-excavated and filled to final rade with 12" amended to soil. To soil amendments shall be arden com ost, not conventional fertilizer amendments. t;' t/f ' O>!+ O• 7� '' >�tr VEGETATED 'I1 ,+,•. Q lei 26 AUC -�,', ,,, -,.�►. +�o.�� ,,.. 1 COORIDOR `.• 4-ZS �t z"•.a. z 2. A biodegradable Erosion Control Matting shall be placed over the topsoil throughout the Swale cross section, fabric shall be held in place in accordance with the manufacturer's installation requirements. Anchor spacing �!.., ► .. ►f �._�;94.-4--;4t,(09);\,714,�� ENHANCEMENT .�; + 4., �_ a_shall be based on 3 fps flow over the fabric. I --. �;" ►-`O.QJ, 40. w . .! 31-EPP r-- _ �,►.;.;�` ,,►r,;iPs, r4+,a, t�Q•0'+'��s,.r' AREA: +/-27,418 SF •.� Tr 6 EPP +�e I- a.Treatment area- high-density jute matting (Geojute Plus or other approved equal) , �cj►.r�+,,,�;,1.74.. QAS MITIGATION ,. 34-HS �,�+,+,. (� 114;`+�,�,, -410,111. ,et.�Ti4,t►1 �,�`, 2-FOR + •_ DW ,�.�, o �C b.All other areas- low-density to matting Econo' to or other approved a ual -s** � ! �r0 So AREA. • ,,. " F-- • 01':0,5:26 K•;11. ; -; �,.;. .:. �g! �riQ O ,;ti��h +/-286 SF V 13-NOW j \O jy 6-AUU • a I 4-HS Atilt (f) L - 3. 2.5"-3" of 23/4" minus river rock shall be laced over the matting evenly the treatment area of the swale. ; r " p. /,' '`� ...7.,•,•,..„-•-•,„7„, "'` P 9 Y �. • i•► 1i O • 27-AUC ._ ",t �+'+ /►..._+,�!�. 11► "�.•_ �aa4 >•+ + ■■ c#... 70-AUU ' 1�,� o rOj�- - at � . . 16-EPP ;31li# Ofi1�>� ►'►' f •.�, .. lief`rt O0• .�� �'/ i. - %+i 1-CC 15-NDW ''`-•, . .,- :` : • ••>••• �t - t_J_. 4. Plant materials shall be laced in ::r:::n:: ::eb:1:e::d ::::a::d ant table as a roved tans PP P » w :1,1V �ed substantial) complete" once active reen rowth has occued to an averse rowth of 3 and )ant densit Is an average of a rox. fi )ants ` .4' "�'r''b�- �!Y 9 9 9 9 P Y • PP P minimum 1" plugs or equivalent) 140 ' 4j - ' �'-"' �� + *,, . . :• • ..4 4•../�• �( Per S.F. .�,4 0 Q(441 ogi CI RETIi� Vi►AU. t.;• 20-HS '' C�.+++++++. 13-SBF •.. , .*.•'•.•.'♦...+.-+.s'•'•.•.:♦ r.•+♦/ +1..++.+• .... . v+.YV?� 7-SBF t. •.....: •..•.+ ( ) 1�"•♦ »nom � �*���- ....... ♦ ♦r.... ..... 281-SA .4:.:.:,.....?:, +'to? -/ '. ....._. 11-MAC .., ..,... • • ... ♦..... 18-JHW ;_'�� ....:;':..,-�.. . -J Q 6. The facility shall be deemed acceptable to begin the maintenance period when plant growth and density matches the engineers design as shown on the approved plans and all other requirements have been met. The .,...te, ' •. , •: �.;' . .•:•«*:;•;.: ;;,•'•• engineer must certify the facility to be functional, in accordance with the approved Ian design to begin the two-year maintenance period. Q0' alb't +{� -' Z•'� r••<t..�' ..•.`..`.... 15-JHW .,,•;;.,•,. < ° Y Y plan P ..... 8-JHW *.i..•�............ ��*.*.;,;•.•• 13-JHW 1— MAINTENANCE (i'maggillk■� �� ❑ . . ....... jj:jjjjj . AT E , , , o 1. The permittee is responsible for the maintenance of this facility for a minimum of two years following construction and acceptance of this facility per CWS planting requirments, Chapter 2. [ _,., ..Tt'-'•'•••---••-- :t .! ' �/ ••••=•' I K ` 3.13.08•R 4 4 4.....4 i♦ .. . ..iii ♦♦ .♦i;....... :4:::::::::::::::::::::::i) •4 4• .1.•....""".."."'"'''''."""" .".". .",2. Irrigation is to be provided per separate irrigation plan as approved. " ""'` " " ""�"""'` i / ___.____ r .... .... � SCALE Note: Irrigation needs are to be met using a temporary irrigation system with a timer during the dry season. Systems should be winterized during the wet season to assure longevity and guard against damage from / Y Ys 9 9 Y 9 9 9 f ' 8-JHW ,%� AC D/W AS NOTED freezing temperatures. Water source shall be as shown on the approved plans. NSTDO'15"W 59 40-JHW 6-ACQ � '' DRAWN CHECKED 3. Engineer or Owners Representative is to visit and evaluate the site a minimum of twice annually (Spring and Fall). The landscaping shall be evaluated and replanted as necessary to ensure a minimum of 80% survival 2.15 _�- AC D/W rate of the required vegetation and 90% aerial coverage. Non-native, invasive plant species shall be removed when occupying more than 20% of the site. e "� KP JLO 4. The facility shall be re-excavated and planted if siltation greater than 3 inches in depth occurs within the two-year maintenance period. SHEET NO LANDSCAPE PLAN riiI1. SCALE 1 " = 30'-0" 111 S pt BID SET L2 a 0 1 OF 2 ...,_ ,., „_ . ___ ___, -,...... - ___... - - -- W` __ e________ _ _ __ _ ___ , ftv,kJ T Uki . _.c s 0 PRO"' - . ,-,\ N "i., , . i \ STRUCTURAL NOTES ii Olt -A . • GENERAL WOOD FRAMING - . ENGINEERED WOOD JOISTS ill , -REG No) 1. These notes set minimum standards for construction. The drawings govern over these 1. All lumber to be species and minimum grades as follows (unless otherwise noted 1. All joists thus specified shall be•TJI series wood chord/wood web I joists or open web o -C, -$- ).-2 6 `■( *.," notes to the extent shown. Coordinate these drawings with architectural in drawings: wood chord/metal web joists ow.desigried and manufactured by Trus Joist Corporation "P NIN' specifications and notify Lewis & Van Vleet Inc. Engineers (LVI) of any a. Joists, rafters, Douglas Fir #2 (TJ) ONLY. Other product manufacturers shall submit a request for substitution C. v P,14 discrepancies prior to beginning work. • b. Beams and stringers, 4x and larger Douglas Fir #1 prior to bidding. Substitution request shall bear o statement from the manufacturer 2. These drowings hove been prepared solely for use in construction of the TVF&R c. Bucks, blocking, bridging & misc. Doug. Fir or Hem. Fir #3 indicating their acknowledge of the requirement of these notes for fully engineered EXPIRES 6-30-08 Station 50 project located in Tigard, OR. Possession of these drawings does not grant d. 2 x 4 studs Doug. Fir "STUD" or "STD" shop drawings and calculation bearing the„seal of on Oregon registered engineer, the license to construct or fabricate the whole or parts of this project in other locations. • e. 2 x 6 studs and larger Douglas Fir #2 requirement for inspection of the installed product, and their agreement to meet these 3. The contractor shall verify all dimensions and conditions on drawings and in field. f. Sills, ledgers, plates, etc. in contact w/ concrete--P.T. Douglas Fir #2 (unless noted requirements. The joists shall be designed for the following load requirements: Coordinate locations of openings through floors, roofs, and walls with architectural, otherwise onplans) . • mechanical, plumbing and electrical drawings. Notify engineer of any discrepancies. g. Posts Douglas Fir #1 Roof Joists . 4. The contractor shall be responsible for providing all temporary support prior to • 2. Roof, floor, and wall sheathing to be APA rated sheathing, Exposure 1, conforming to a. • 25 psf snow load + applicable drifting per IBC completion of the vertical and lateral load systems. LVI has not been retained to APA performance standard PS 1-83 and to ICC NER-108. See drawings for required b. 10 psf dead load top chord provide any services pertaining to job site safety precautions, or to review means, thickness of sheathing and/or span rating. Install roof and floor sheathing with long c. 5 psf dead load bottom chord • methods techniques, sequences, or procedures for performing the work. Unless we d. Uplift as specified in IBC unless otherwise noted in the drawings. dimension perpendicular to supports and stagger end joints (unless noted otherwise are specifically retained and compensated to do otherwise, our work is limited to the on drawings). Use spacer tool to ensure 1/8" end and edge joints, including tongue design of work described on our drawings. Floor Joists 5. Where reference is made to ACI, AISC, ASTM, or other standards or codes, the latest and groove joints. Install 2 x 4 or thicker blocking at unsupported joints in wall a. 125 psf live load (light storage) sheathing. Block roof or floor sheathing where noted on drawings. REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION All, edition shall apply. b. 15 psf dead load 3. Framing hardware to be Simpson or prior approved equal. Fill all nail holes unless 6. Inspection and or job supervision is not provided by LVI. 7. All work shall be in strict compliance with the latest edition of the international noted otherwise in drawings or manufacturer's literature. Use largest nail size 2. Allowable increase in wood member stresses due to duration of loading shall be 1570' Building Code (IBC) and oil other state and local codes which apply indicated in manufacturer's literature. Provide hardware size to match member size , maximum for snow load only (roof). Design joists for any additional loads indicated VERIFICATION AND INSPECTION CONTINUOUS PERIODIC VERIFY REFERENCED IBC 8. Any mechanical equipment, piping, ductwork, etc. which applies a load of 150 (I.E. 'HU410' hanger for 4x10 header, LSSU28' for 2x8 rafter, etc.). on drawings. Provide additional joists as required to support additional loads. STANDARD REFERENCE pounds or more shall be hung from a system approved by LVI. 4. All bolt heads and nuts bearing on wood to be provided with a washer. 3. All hangers, clips, bearing plates, nails, screws and other fastensrs or hardware in 5. All fasteners (hangers, clips, screws, nails, bolts, washers etc.) in contact with contact with pressure treated or fire treated wood to be stainless steel or hot dipped 1. Material verification of high-strength a. Identification markings to conform to ASTM - X - Applicable ASTM material - DESIGN CRITERIA pressure treated or fire treated wood to be stainless steel or hot dipped galvanized galvanized. Do not mix stainless steel and galvanized steel in the some connection. bolts, nuts and washers: standards specified in the approved specifications; AISC 360, PECK material. Do not mix stainless steel and galvanized steel in the same connection. 4. Joist manufacturer to provide LVL or LSL chords, at all joists which have diaphragm construction documents. Section A3.3 1. Gravity Loads: 6. All nailing to be per IBC Table 2304.9.1. Obtain engineer's prior approval for all b. Manufacturer's certificate of compliance or strop nailing which exceeds manufacturer/s recommended nail spacing for sawn - X - - SMILEY - o. Snow Load 25 psf proprietary nailing or stapling systems. chords. required. 2. Wind Load: 7. All nails to be common wire unless noted otherwise. Staples are not an acceptable 5. All bridging, bearing clips, blocking, hangers, etc. that connect to the joists shall be E T T L I N 0. Basic Wind Speed: 94.5 mph (3 set.gust) substitute without Engineer's prior written approval. Minimum nail diameters are as per TJ standards. Provide load sharing bridging at all open web joists. 2. Inspection of high-strength bolting: a. Bearing-type connections. - X - AISC 360 Section M2.5 1704.3.3 . b. Building Category: I, Importance Factor: 1.15 Z\ follows: architects b. Slip-critical connections (turn of nut with - X 6. Joist erector shall exercise the utmost care during the erection of joists to prevent the - c. Exposure: B a. 8d = .131" matchmaking, direct tension indicator, joists from buckling laterglly. Stockpile, lift and laterally brace the joists as directed 3. Seismic Load: b. 10d = .148" on TJ's erection drawings and design manual. Remove any damaged joist from the alternate fastener) . o. Occupancy category: IV, Importance Factor: 1.5 c. 12d = .148" . b. Site class 0 jobsite. Do not attempt to reinforce any damaged joist except as approved in writing c. Slip-critical connection (calibrated wrench X - - d. 16d = .162" by engineer and by TJ. turn of nut without matchmaking) c. Spectral Response Coefficients: SDS= .7, SD1=.39 e. 20d = .192" 4412 SW CORBETT AVE. d. Seismic Design Category D 7. Shop drawings and calculations shall be submitted and stamped by an engineer e. Light Framed Wood Shear Walls, R=6.5 8. Cutting and notching of joists is not permitted without engineer's prior approval. One registered in the State of Oregon. It is the intent of these notes that the Product 3. Material verification of structural a. Identification markings to conform to ASTM - - X ASTM A 6 or ASTM A 568 1708.4 1 PORTLAND, OREGON 97201 • f. Analysis Procedure: Equivalent Lateral Force inch diameter holes may be drilled in the center 1/3 of the member depth, but all other Engineer review the architectural, structural, and mechanical construction documents steel: standards specified in the approved PHONE:(503)248-9170 holes to be approved prior to drilling. and determine that his product is adequate for the intended use and capable of construction documents. FAX: (503)248-0223 SITEWORK 9. Studs may be notched in the lower 1/5 of the height of stud for electric conduit and supporting all equipment, piping, soffits, etc. which are indicated. The shop b. Manufacturers' certified mill test reports. - - X ASTM A 6 or ASTM A 568 plumbing pipes, but no part of the notch is to be greater than 1/4 of stud depth. Holes drawings shall carry a statement by the Product Engineer stating that he has reviewed - . 1. Remove all organic material, topsoil and any fill from under building and slab areas. with diameters up to 1/3 of stud depth may be drilled in stud. theses documents and listing those documents by sheet number. The Project engineer 4. Material verification of weld filler o. Identification markings to conform to AWS - - X AISC 360, Section A3.5 - 2. All fill material under building to be "structural fill". Structural fill to consist of 10. Laminated beams to be Douglas Fir (Fb= 24 ksi) per AITC 117 specification. Unless will specify any special loads to be designed for. It is the responsibility of the materials: specification in the approved construction compacted granular material or approved conditioned site material. Place all fill in noted otherwise, simple span beams to be Combination 24F-V4 and all other beams Product Engineer to determine dead loads of soffits, walls, and other structure documents. _ . lifts not to exceed 12" and compact to 95% relative compaction per ASTM D-1557 (beams cantilevered or continuous over supports, etc.) to be 24F-V8. Appearance supported , snow drift loading per the International Building Code, and any other b. Manufacturer's certificate of compliance - X - - under footings and slabs. grade to be architectural for all beams exposed to view and industrial elsewhere, loads which occur based on the construction documents. required 3. Base material directly below slab to be 6" thick (minimum) layer of compacted unless noted otherwise in drawings. AITC or APA/EWS certificate required. Use 8. A representative of the joist manufacturer shall inspect all joists after erection is _ ' crushed rock. Bose rock to have a maximum aggregate size between 3/4" and 1 1/2" waterproof glue. complete and sheathing, bridging, blocking, etc. have been installed. Inspector shall 5. Inspection of welding: a. Structural steel: 1) Complete and partial penetration groove and shall contain not more than 5% passing the No. 200 sieve. 11. Laminated columns to be any combination symbol and grade with Fc= 1500 psi submit a report to the engineer stating that the inspection was mode and that joist X - - 4. See the geotechnical report and architectural specifications for additional information. minimum and E= 1,800,000 psi minimum. condition and installation are acceptable and conform to the manufacturer's welds. requirements. 2 Multipass fillet welds. X - - AWS D1.1 1704.3.1 , FOUNDATIONS 3 single-pass fillet welds > 5/16" X - - LIGHT METAL PLATE-CONNECTED WOOD ROOF TRUSSES DRILLED ANCHOR BOLTS 4 Single-pass fillet welds < 5/16" - X - 1. Design soil bearing pressure equals 2000 psf live plus dead load per geotechnical 5) Floor and deck welds. X - AWS 01.3 - 1. All light metal plate-connected wood roof trusses specified shall be designed by a report prepared by Carlson Geotechnical doted January 7, 2007. 1. All drilled anchor bolts in contact with pressure treated wood to be hot dipped b. Reinforcing steel: - - _ licensed engineer (see note below) and shall be manufactured by o prior-approved galvanized or stainless steel. 1) Verification of weldability of X 2. All footings to bear on structural fill per the geotechnical report, a minimum of 18" - - truss manufacturer. The trusses shall be designed for the following load . below finish exterior grade. Notify engineer before proceeding if any unusual 2. All drilled anchors bolts in concrete to be "Kwik Bolt TZ" by Hilti, Inc. (ICC #ESR- . reinforcing steel other than ASTM requirements: 1917) or "Strongbolt" by Simpson Strong Tie (ICC #ESR-1771) only. Other anchors A706. conditions are encountered in footing excavations. 3. Do not excavate closer than 2:1 slope below footing excavations. with written approval of engineer only. All anchors to be installed following bolt Roof Joists 4. Clean all footing excavations of loose material by hand. Remove all wet, soft soil manufacturer's instructions. Provide minimum embedment, spacing, and edge o. 25 psf snow load + applicable drifting per IBC 6. Inspection of steel frame joint a. Details such as bracing and stiffening. - X - 1704.3.2 from footing excavations prior to placing concrete. distance as specified by the bolt manufacturer for anchor size noted unless otherwise b. 10 psf dead load top chord details for compliance with b. Member locations. - X - -- 5. Earth form footings may be provided at the contractors option and risk. All earth indicated on drawings. All drilled anchor bolts to receive special inspection. c. 10 psf dead load bottom chord approved construction documents: c. Application of joint details at each connection. - X - formed footings should be over sized 6" in each direction. d. Uplift as specified in IBC unless otherwise noted in the drawings. 3. All drilled epoxy reinforcement dowels in concrete to be "SET High Strength Epoxy" 6. Excavations may me made under footings for pipes. Backfill to be "structural fill" as anchor by Simpson Strong Tie (ICC #ESR-1772) or the "HIT Hy-150MAX Adhesive IP defined above. 2. Allowable increase in wood member stresses due to duration of loading shall be 15% Anchor System" by Hilti (ICC #ESR-1967). Other epoxy dowels with written maximum for snow load only. approval of engineer only. Install all anchors per manufacturer's instructions using REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION kets CONCRETE 3. All hangers, clips, nails screws and other fasteners or hardware in contact with ASTM A615 grade 60 dowels unless noted otherwise on plans. Provide minimum pressure treated or fire treated wood to be stainless steel or hot dipped galvanized. edge distance and spacing indicated by manufacturer for anchor size noted unless , ........ _ 11 Average concrete strength to be as indicated below and determined by job cast lab 'Do not mix stainless steel and galvanized steel in the same connection. otherwise indicated on drawings. Provide•minimum embedment noted on plans. All ° cured cylinder at 28 days plus increase depending on plant's standard deviation as 4. All truss top chord members shall be Doug Fir material with a minimum specific drilled epoxy anchors require special inspection during installation. VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED IBC REFERENCE g 0 specified in ACI 318. Provide mix designs to engineer for review prior to placing any gravity of .49. 4. See drawings for 'anchor types indicated. All anchors noted as "drilled anchor bolts" ' STANDARD C:= . concrete. CLEARLY LABEL ALL MIX DESIGNS AS 5. All bridging, bearing clips, blocking, hangers, etc. that are required to meet truss on drawings may be mechanical or epoxy anchors at contractor s option. All anchors 1) Inspection of reinforcing steel and - X ACI 318: 3.5, 7.1-7.7 1913.4 t----I Fi FLI TO PROPOSED AREA OF USE. Supplier to label all mix design criteria shall be included in the truss shop drawings and shall be provided by noted as "drilled epoxy anchors" to be only epoxy anchors. Substituting drilled placement. [C1 designs with an identification number. Mix number should be referenced in all the truss manufacturer. anchors for cast anchors or cast anchors for drilled anchors is acceptable with written , subsequent concrete test reports. 6. Truss erector shall exercise the utmost care during the erection of trusses to prevent approval of engineer only. 2) Inspection of reinforcing steel welding in - - AWS D1.4 - 2. Minimum mix requirements: the trusses from buckling laterally. Stockpile, lift and laterally brace the truss as 5. Contractors wishing to substitute alternate manufacturer's of anchors should submit accordance with required verification and ACE 318: 3.5.2 E=1 Z directed on manufacturer's erection drawings. Use spreader bars for lifting and written request, including current ICC reports, to engineer for approval. inspection of steel construction. . Location Compressive Minimum Admixtures laterally brace as necessary. Remove any damaged trusses from the jobsite. Do not , strength cement attempt to reinforce any damaged trusses except as approved in writing by the project STRUCTURAL AND MISCELLANEOUS STEEL 3) Inspect bolts to be installed in concrete prior to X - - 1911.5 ' rg) r--1 0 ' (psi) content engineer and by the truss manufacturer. and during placement of concrete where noted 44 W 7. Shop drawings and calculations shall be submitted and calculations shall be stamped 1. Detailing, fabrication and erection of steel to conform to the Steel Construction on drawings. g 14 Footings 3000 5 none by an engineer registered in the State of Oregon. Truss supplier name, address, and Manual of the AISC, phone number; grids, north arrow or other reference to building layout and 2. All steel to be A36 except as noted. 4) Verifying use of required design mix. - X ACI 318: Ch. 4, 5.2-5.4 1904.2.2, 1913.2, . Slobs on grade 3500 5 1/2 WRA (a) construction documents; truss piecemarks in reference to the calculation; truss layout 3. All welds to be made with E70XX electrodes by welders certified by AWS Standards. . . (interior) and spacing; all truss bridging, blocking, etc. required to meet truss design criteria; 4. Unless noted otherwise, all bolts to be A325N for steel to steel connections and A307 1913.3 l==1 all hangers hurricane clips, etc. required to be o part of the truss connection whether , for anchor bolts and connections to wood. All steel to steel connections to be snug MI WI Fl 5) At the time fresh concrete is sampled to X - ASTM C 172 1913.10 , Slabs on grade 3000 5 1/2 WRA,AE (b.) specified on the construction documents or by the truss supplier; any pertinent tight only. Torqueing of bolts not required unless specifically noted in detail. . information as to erection. fabricate specimens for strength tests, perform ASTM C 31 > ag , (exterior) Provide standard plate washers under all bolt heads and nuts bearing on wood. All Oell 8. A representative of the truss manufacturer shall Inspect all trusses after erection is anchor bolts in contact with pressure treated wood to be hot dipped galvanized. slump and air content tests, and determine the ACI 318: 5.6, 5.8 complete and sheathing, bridging, blocking, etc. have been installed. Inspector shall temperature of the concrete. =I (NI a. WRA= Water Reducing Admixture 5. All structural tubing to be ASTM A500 Grade B, Fy = 46 ksi. All steel pipe to be _ submit a report to the engineer stating that the inspection was mode and that truss \r---1 b. AE= Air Entrainment ASTM A501 ( Fy = 36 ksi) or ASTM A53, Type E or 5, Grade B ( Fy = 35 ksi). c. Provide an accelerator in all concrete placed below 40 degrees. condition and installation are acceptable and conform to the manufacturer's 6. All light gauge steel 54 mil and heavier shall be formed from steel with a Fy = 50 ksi. 6) Inspection of concrete and shotcrete placement X - ACI 318: 5.9, 5.10 1913.6, 1913.7, requirements. Light gauge steel 43 mil and lighter shall be formed from steel with a Fy = 33 ksi. for proper application techniques. 1913.8 , 3. Use Type I cement, per ASTM C-150 unless otherwise approved. Water cement ratio Detail and fabricate all light gauge steel per AISI Standards. All light gauge steel ENGINEERED WOOD PRODUCTS to .46 maximum for all slabs on grade. Water cement ratio to be .50 maximum for all sections indicated on drawings to per the Steel Stud Manufacturers Association other concrete. Do not add water to mix at jobsite. Flyash meeting ASTM C 618 1. All engineered wood products (Parallam, Micro Lam, TimberStrand) to be as specification. All sections to be 'S125' sections unless otherwise indicated on 7) Inspection for maintenance of specified curing - X ACI 318: 5.11-5.13 1913.9 may be substituted for up to 20% of the cement content in all mixes.. designed and manufactured by the Trus Joist Corporation only. Other product drawings. Provide 54 mil thickness material minimum at all sections which are temperature and techniques. . - 4. Aggregate to be per ASTM C-33. manufacturers shall submit a request for substitution prior to bidding. All engineered indicated on the drawings to be welded. ....- 5. Water Reducing Agent (WRA). Comply with ASTM C-494. wood products shall be designed tot he following,loads as well as any load indicated 7. Do not oversize drilled or punched holes with a torch. 8)' Erection of precast concrete members. - X ACI 318: Ch. 16 - on the drowings: 6. Air Entrainment (AE) shall comply with ASTM C-260. Provide 3-5% when 8. All welded reinforcing noted to be ASTM grade A706. All headed stud anchors to be specified. Nelson or approved equal. Weld all studded anchors and reinforcing noted, all 9) Inspect formwork for shape, location and - X ACI 318: 6.1.1 - Roof Members dimensions of member being formed 7. Accelerators: Dosage to be determined by contractor. around, with 1/4" fillet weld for 1/2" diameter anchors, 5/16" fillet weld for 3/4" , a. 25 psf snow load + applicable drifting per IBC 8. Calcium Chloride shall not be used in any concrete, for any purpose, on this project. b. 10 psf dead load top chord diameter anchors, and 3/8" fillet weld for 1" diameter anchors, or alternately, use a REINFORCING c. 5 psf dead load bottom chord Nelson stud welding unit. d. Uplift as specified in IBC unless otherwise noted in the drawings. 9. All fasteners (hangers, clips, screws, nails, bolts, washers etc.) in contact with pressure treated or fire treated wood to be stainless steel or hot dipped galvanized . 1. All reinforcing steel to be ASTM A615, Grade 60 except welded reinforcing steel to Floor Members material. Do not mix stainless steel and galvanized steel in the same connection. be ASTM A706, Grade 60. 10. Provide shop drawings of all structural steel items to engineer for review prior to o. 125 psf live load (light storage) 2. Fabricate and install all reinforcing steel according to the "Manual of Standard fabrication. b. 15 psf dead load Practice for Detailing Reinforcing Concrete Structures" ACI Standard 315. 3. Provide'2'-0" x 2'-0" corner bars to match horizontal reinforcement in poured in place 2. Allowable increase in wood member stresses due to duration of loading shall be 15% STRUCTURAL SPECIAL INSPECTIONS STRUCTURAL OBSERVA'TION A A FE5. 20, 2008 walls and footings at all corners and intersections. maximum for snow load only (roof) and 33 % for loads including wind or seismic. 4. Splices in slab on grade reinforcement shall be lapped 30 diameters or 2'--0" minimum Design members for any additional loads indicated on drawings. The following special inspections are required and shall be performed by a qualified Structural observation by the Engineer to be performed after the building framing has . and shall be staggered at least 4'-0" at alternate bars. All other splice locations for #6 3. All hangers, clips, nails, screws and other fasteners or hardware in contact with independent testing agency in compliance with the requirements of IBC Chapter 17. The been substantially completed, prior to the framing being covered. The contractor shall bars or smaller, lap bars 58 diameters or 2' 0" minimum and stagger the splices at pressure treated or fire treated wood to be stainless steel or hot dipped galvanized. testing agency shall provide copies of all test reports to the project engineer in a timely notify the Engineer, approximately one week prior, of the anticipated dote that the least 4'-0" at 'alternate bars. All other splice locations for #7 bars or larger, lap bars Do not mix stainless steel and galvanized steel in the some connection. manner. Additional special inspections for non-structural elements not listed in this framing will be completed, the roofing applied, or the drywall to hung. 72 diameters and stagger the splices at least 6'-0" at alternate bars. 4. Shop drawings and calculations shall be submitted and stamped by an engineer section are to be per the project specifications. • 5. All wall reinforcement to be placed in middle of wall unless otherwise noted on registered in the State of Oregon. It is the intent of these notes that the Product 1. Special inspection and testing of concrete is required during the taking of test drawings. Engineer review the architectural, structural, and mechanical construction documents specimens and placing of all reinforced concrete per the special inspection table 6. Provide shop drawings of all reinforced concrete items to engineer for review prior to and determine that his product is adequate for the intended use and capable of except slobs on grade, isolated spread footings for buildings three stories or less, continuous footings supporting light framed walls three stores or less, or concrete construction of these items. supporting all equipment, piping, soffits, etc. which are indicated. The shop drawings shall carry a statement by the Product Engineer stating that he has reviewed footings with specified f'c less than or equal to 2500 psi. theses documents and listing those documents by sheet number. The Project engineer 2. Special inspection is required for all structural welding and high strength bolting will specify any special loads to, be designed for. It is the responsibility of the unless welding is performed in a shop approved by the building official. All field PRANCT: Product Engineer to determine dead loads of soffits, walls, and other structure welding requires special inspection. supported , snow drift loading per the International Building Code, and any other 3. Special inspection is required of all drilled epoxy anchors in concrete or masonry and . mut loads which occur, based on the construction documents. drilled anchor bolts in concrete. Inspection to be continuous during the anchor installation to insure installation meets all manufacturer's instructions and minimum cram LC embedment noted on drawings. 4. Periodic special inspection is required of all wood diaphragms, or portions of, edge DATE nailed with multiple rows of fasteners. The special inspector shall verify the JAN. 21, 2008 sheathing grade and thickness, the framing and blocking sizes, the fastener length and diameter, the number of lines and spacing between fasteners. REISIONS: 5. Periodic special inspection is required of all wood shear walls with edge fastening at 4" O.C. or less, holdowns, sill plate anchorages at designated shear wall locations. ,, Periodic special inspection is required of all collectors, collector strapping and/or attachment, blocking/rim joist attachments, and wall top plate splices in shear wall , lines at all locations in the building. Periodic special inspection is required of wood diaphragms or portions of with edge fastening of 4" O.C. or less. . \ 6. Periodic special inspection is required of the anchorage of emergency power systems, , and piping or mechanical equipment, or ductwork containing flammable or hazardous . . materials. The anchorage shall be in compliance with approved details provided by the component manufacturer. S 1 • 0 7. Periodic special inspection is required of the anchorage of suspended ceilings, access floors, and steel storage rocks 8 feet or taller. The anchorage shall be in compliance with approved details provided by the component manufacturer. - IL LEWIS & VAN VLEET INC. - ,, CONSULTING ENGINEERS ,, , - ,,,,,,. 18660 ew boones ferry road , . , ., , , ,,,,., , ... ,,,, tuolotin, orlon 97062 , ,_ , - -,- p03 885.8 05 fax 503) 885.1206 fax www.lwl.com 3:\07132\00S10.dwg,2/22/200811:33:16 AM , . _ 0 0 • . 0 a 0 a 0 $,vg-tJC p ocF , 132'-61/4" /4 141-0" 201-11 1/4" 51'-4 1/4" 23'-8 3/4" t. 3/4" t 1/4" / if' 96 i 1 / 5 6 3/4 16-11 1/4 j t ' 35'-5 1/4" 12-5" 26'-'" 0 t, •GON• o 0 51,2 O" O v AN ��r r----, r--- ,- ---� r-- -. EXPIRES 6-30-Q8 BPY ■ i 4 i . t i !I .. 1 t 1 i 1 t t t ' 0 ..a.. IMI.N,� _. q1 2I=II-1-1—u�irlt 11 1-1 i l.irl—tom '- L' - I. L._ ilr!—t lily i�� 11 r . - _ COL. ••L. OL, COL. t Li "b<, ry 1; ri C J. et 1 r • i0'-1 1/4" 10'-1 1 •'t 10-1 1/4" 4 ; 4" r lo ti • I AIMEINIEgiai -, riI t[. .....,t..l—ii.-1.ml—.il—,iliii,' 1 I, , 1111, .� =w ir 1 C a u 40 CONCRE E SLAB TH #3 AT 32" O.C. C.J. i , ..,.lt ,k1t1�.Jlll'11�k� , I ci ` N. EAC WAY •VER A OR BARRIER l' : 1 , I lq n► OVER 6" CvMPA TED CRUSHED ROCK 1' /j\ , C J• I -:1 1 >s s N o .q, ____ 1; , co siM, c� M� ' 1 1 �. . +� '� +� +n +� +� k 1 s 1 `' P E C K I #4 x 2'-0" +� -�-4' +� +�' -+- k '�i 1 1 2 S M 1 C. E Y 1 • e h 0 h I s1.2 1 _ _ 1111111.0 gfil ETTL. I N ivo I- --- --- - . �! .._. O•. . ,G, - -,.ter ; 1 1 0 ."- - .l I. „—,—.1.1 .i... „—im!•,—,.1. iIM.— ,- -- �_•. iai - - . il— •_..' >rlii—lii!- --- tt.t>� --- - �- a G h t e C t S --- --- -- _ --- -�-� _G �, AIM ■, I 1 hilik \ .—lili{ilil—lilil.l:� orif `ii�r� 1 Alikk i I : INCREASE DEPTH OF 1 G:J, - ©' = , THICKENED SLAB TO f�;>_,...w..■r.- 1 , G.J�- -t G.J. �l.itil—iili 4 _ ' MATCH FOOTING DEPTH S ' 1 " _ 4412 SW CORBETT AVE. RECESS SLAB FOR . �' PORTLAND,OREGON 9720►1 MAT -SEE ARCH. ili• -}- I 1 -• PHONE:(503)248-9170 i I (Vig r I- ik 1 1 . ! FAX (503)248-0223 1' . 1 �, _ - ;I. 1 C.J. W i is 1 , 1 i - 1 1 illE ' I - _ ; _ r ' C:1 �. - u G.J. I 1 • i G.S. , w77 i 1 n 1 _ L-____F: _ G.J. 1 1 C.J. 1 I _j �1 1 AI 1 1 10 b ti 1 G.J. 1 - .._ 1 = 4° CONCRETE SLAB WIT 1 ; 1 1 WV I #3 AT 32" O.C. EACH WA t •" C 1. I I �� OVER VAPOR :.r.RRIER ' I _ i •L- OVER 6"-COMP TED -1-- : 4 1 I 6" CONCRETE SLAB WITH #4 AT I CRUSHED OCK 1 , G.J. I 1• E 1 24" O.0 EACH WAY ON 6" - C 1, ! l I COMP,4CTED CRUSHED ROCK ; 6 I ' i ;i 0 ;t AT APPARATUS SAY , _ it j G.J. G.J. -SLOP _TO tza N N 1 ; I.".10 % : 1 - PER ARCH. - 1 , �► ,,,,- 1 1 �,�` - �G 0 b 1 1 1 . C.J. 1 : G.J. 1 .... -* t - 1 iii"' I k 1 0 g 0 1 - 441 c, 1=4 F=1 F:11 ,� _ �a.� _ 1 ! Hss. .1 1 i . . 1 I =- li _ ON FH.-' Z C) :: Z\ I ink I I W 03 t==1 A 1 I_ TRENCH 5 ._ . I 1 © 1I : C317 1 1 1 : I DRAIN S1.2 4) 1... TYPICAL i ' i- tail I i II : ig I - -.�,__ ---WOQD SHEATH TO , 1 G.J. 1 1 1 - 1 J :, 1 I 1 1 � TOP OF MEZZ. <4 i 1 C.J, C.J. 1 _. - WI ttel E=1 : 1 I 1 1 k cif' 1 G,J. R W. OW" , Ark 11 1 ii PI " 1 _ 1 -- 1 - .. i Ali 1 1 1 I G IF ;C 1, C.J. 1 — 1 1 w INCREASE DEPTH OF = iPt.1.12-=°' _ -- ' THICKENED SLAB TO .. . , 1 MATCH FOOTING DEPTH _' - , 1 '� 1 1 1 ; irtG 1. 11 4) T. , 1 1 4 :-:,. - 1 KING .STUD SCHEDULE 1 1 _ ' = ! ; i M< FULLr NEIGNT STUDS 1 ! `� �� ! C,• s. -- �_s.1 <a II (5) 2 X 6 AM----) - h RECESS SLA FOR II 1 I + + -�- -�- + $ - I • MAT -SE:: ARCH. .1 Ei (3) 2X � e ' © 0 II i L Ii___ 1 C.) \ ` \ ,.:.,lili.i.ill�.—.iliril 14 1111111111•111111111111111111 • ���It� T om_ `~ ^M il!•il - ftk ,2 , STlit7 , iii 1 3CT S Ti ltl> 17 iil!•iiiiiitilr 1111111171111 I tlililililiit�ll•I/�1� NOTES: USE.FULL HEIGHT DOUBLE STUD MIN. ADJACENT ...Ili \\\ _ TO OPENINGS UNLESS NOTED OTHERWISE, • e � - ,`:l `� At Ell TYP. 1 1{� r FOUNDATION 51,2 o o 0 0 �- r---, r----, r----, r---, PLAN 1 1 t 1 t i t 1 : �w ( C� 1� , l 1 1. t 1 1 i , , SEAR WALL SC EDULE L- -J �----J L.---J L- -- MK NAILING BASE CONNECTION . NOTES. 1. ca.. 3. COL. I. COL, ct. COL. Q FEB. 20, 2008 SNE�1'�-iING ANC) N 101-1 1/4" 10'-1 1/4" 10-1 1/4" 8'-0 1/2" • ANCHOR SOILS NAILS / / / / / 15/32" APA RATED SHEATHING, ONE I18'-6 1/4" . A A SIDE ALL EDGES BLOCKED, WITH led 3/4" DIA. (2) 16d tl ._ NAILS AT 6 O.C. ALL PANEL EDGES AT 49" O.G. AT 8" O.C. • AND led NAILS AT 12" O.G. FIELD. PROW: •45\ 5/8" GYP. BOARD SHEATHING, ONE SIDE COLUMN / FOOTING SCHEDULE eilIN °� AL BLOCKED, WITH 6d COOLER � L EDGES SL : 3/4 DIA (2) 16d „ 1..G COLUMN FOOTING REINFORCEMENT REMARKS 1/8 — 1 NAILS AT 4" O.C. ALL SUPPORTS. AT 481' O.C. AT 8" O.C. MK" 1� '.' = '- ' ' " i " n 4 #4 AC AY N- — .. _ -. cD GL 3-4 X3-4 Xla (4) EACH ,� DATE WALL LEGEND JAN. 21, 2008 A 15/32" APA RATED SHEATHING, ONE 1, Q STUD WALL 21-5" WIDE X 12a" DEEP #4 AT 16" O,G..TRANSV. ' " 2 1,) VERIFY ALL SLAB SLOPES, RECESSES BLOGKOUTS, ETC. R�� SIDE ALL EDGES BLOCKED, WITH 1Q�d 3/4 DIA. (2) 16d 5,6 WITH ARCH. DRAWINGS, " ALL PANEL EDGES AT 32" O.C. AT 8" O.C. O PER PLAN • 2'-8" X 2'-8" X 10" (3) #4 EACH WAY 2 " NAILS AT 4 O.G. LL. 2.) ALL DIMENSIONS ARE TO FACE OF SHEATHING U.O.N.. INDICATES 2 x 6 AT 16 O.C. AND 10d NAILS AT•12" O.C. FIELD. VERIFY ALL DIMENSIONS WITH ARCH. DRAWINGS. SEE . STUD BEARING OR SHEAR WALL ,� _ _ ARCH. DRAWINGS FOR ADDITIONAL DIMENSIONS.■ INDICATES 2 x 4 AT 16" O.G. ' -,' A rO A DESIGN SOIL PRESSURE = 2000 PSF. X INDICATES COLUMN AND FOOTING STUD BEARING OR SHEAR WALL � SEE SOILS INVESTIGATION BY: CARLSON GEOTECHNICAL, DATED. JANUARY 1, 200'1, TYPE -SEE SCHEDULE THIS SHEET 1.) ALL EXTERIOR WOOD FRAME WALLS TO BE TYPE SHEAR WALLS UNLESS NOTED OTHERWISE. 2.) INSTALL SHEATHING HORIZONTAL OR VERTICAL. ALL EDGES BLOCKED WITH 2X MINIMUM © INDICATES NUMBER AND TYPE OF KING STUDS BLOCKING UNLESS NOTED OTHERWISE., REQUIRED AT OPENING. SEE SCHEDULE THIS SHEET 3.) NAILS NOTED ARE COMMON OR BOX GALVANIZED. GALVANIZED NAILS TO.BE HOT DIPPED . OR TUMBLED. STAPLES ARE NOT AN ACCEPTABLE SUBSTITUTION. W_ SHEAR WALL TYPE - SEE • 4.) PROVIDE .221" X 3" X 3" STEEL PLATE WASHERS BETWEEN THE SILL PLATE AND THE NUT ALL WALLS. SCHEDULE THIS SHEET 5.) PROVIDE 3X STUDS AT ADJOINING PANEL EDGES C. J. CONTROL JOINT - SEE 111111 LEWIS �c VAN V L E ET INC. •1.41� CONSULTING, ENGINEERS INDICATES HOLDOWN 18660 sw boones fern rood 6.) PROVIDE 3X SILL PLATE 1 y SIZE AND LOCATION- SEE 8 tuolotin, Oregon 97062 o,�` ,.,, 503 885.8605 phone (503) 885.1206 fox www.Iwi.com J:107132\00olans.dwa.2/2212008 11:32:42 AM - 13 STOP REINFORCING 0'-3" 1/8" X 11/2" PLASTIC STRIP SET S gU TU•' . `MCLEAR OF JOINT WITH GUIDE OR SAW CUT. STONE VENEER PER ARCH. II r I I I 0 2 X 6 P.T. PLATE WITH �, �- I 3/4" DIA, ANCHOR BOLTS I I I F STUD WALL AND STONE . /� BEYOND #4 X 1 -4 1-4 TRENCH DRAIN - ' [ J' 1VENEER'• ' ' C2) #4 CONT. 7•I AT 48" O.C. UNLESS NOTED SEE ARGHITEGTURAL IN SHEAR WALL SCHEDULE 1 !1 I n • •('4 , • • • • • , SIDEWALK OCCURS SOME 1 - " - —•" 2 X 6 P.T. PLATE WITH n ,4T 24 O.C. J --EMBED 9 MIN. e 4 CONDITIONS -SEE ARCH. /I 3/4" DIA. ANCHOR BOLTS 6 Lii I #4 A '0 'l R o �AT 48 O.GUNLESS NOTED �--. ,� CON?. E CH SIDE ti }- �`"' CONCRETE SLAB •• 26 �, _ PTIONAL SAWN JZINTSL SEE ARCH. `, ;.I PER PLAN CONCRETE SLAB IN SHEAR 1" •SCHEDULE :-- • :.: • .:' s �S v AN a�'•JOINT DEPTH AT 1/5 OF SLAB DEPTH. SAWING / I !•l PER PLAN -EMBED 9 MIN, TO OCCUR AS SOON AS CONCRETE CAN BE \ • �'O.,'.�. -,A j EXPIRES 6 30 08 SAWN WITHOUT SPALLING - -- -- f Id-- 7^ °�,�' ° • �"' '� �-3. a . • = '' a • p \ '•� qo: QQ O: ca: F d �'�� �� WET CONTROL SOIN1 (c.: .) - �-•� . , 4 , a• ��c-- r t ,---, t t r,-- p• '•Y:: ••7,..Q ° •• e RADIUS *' '' e ° © .. 3/4" tt �I.1 I I I.I~I ! f'"° ��: o: ° d .. J . 3/4 1/16 MAX SLOPE TOP AND BOTTOM I— °� '. n S? ` C2} 4 EXTEND VERTICAL ov -/ .o �'t ''Qa: • --=1 U n n'' 6 ��a•, REINF. 18" AND BEND RADIUS a a..cx' NOTE: IF WOOD FORM IS USED FOR 9" -VERIFY #4 A? 48 O.C. VERTICALy = tea° P'° e°. '' - ,• t• ' _A.-�----- INTO SLAB SUBGRADE KEY, KEEP WOOD WET BEFORE • WITH ARCH. 2) #4 CONT. 4.1.-mop (2) #4 CON?. 3" CLR: !-" _ e . a • tv . CONCRETE POUR TO PREVENT \ # „ r : `'`�SEE FOR ADD'L. . =I I t--s� t ,l , , t , . • V. SWELLING _ \ e 4 AT 48 O C n \ VERTICAL •• • • INFO. --III I -) / • 8 RADIUS TOOLED EDGE _ - (2) *4 CONT. tY 13 KEY . • LOCATE KEY AT MID 1 p U d�''� v- SLAB ¢ •P' •. • �] -fl . . i 111=1 l 1 r;,111— / M L B DEPTH s � � SEE 7 FOR \ c4 1- _- f ■ 1--11 I_ IN.•\N") P. o. \ a" -=-1I OVER CAVATION AND -! 111=1 1 1�r � "� —i i i=f 11--1 11- BACKFILL UNDER FIG. 1.4,.. OVER CAVATION AND 1) . e: 1 1=1 11_ ' ' ' FRAMING DETAIL TRENCH DRAIN DETAIL,- „ 3ACKFILL UNDER F - / 1 6 / TG' Si 2 STUDFDN-2 1” = 1' 0" S 1.2 TRENCHDR 1 = 1-0 P E C K HOLD REINFORCING 3" CLR. OF JOINT FRAMING DETAIL. FRAMING. DETAIL SMILE Y COLD KEYED CONTROL JOINT (C•'.) STUDFDN-1 IN = 1'-0'� S12-3 IN = I'_011 EDGE NAIL WALL ETTLIN • SHEATHING AT DOUBLE „ 1/2" X 1'-0" S M O O T H GREASED HOEDOWN POST PER SCHEDULE FULL HEIGHT STUD a r c h i t e c t s I/8 RADIUS TOOLED EDGE DOWEL AT 2'-0" ON CENTER. BELOW -RUN FULL HEIGHT TO TOP PLATE OF WALL . ,t• \ U SIMPSON HOEDOWN . • PER PLAN HSS COLUMN 6 X 6 TO 6" ABOVE TOP . _ � 4 1,,,,,qn 1►:.qn 7 PER PLAN 4412 SW CORBE'TT AVE. OF CANOPY BRACKET PORTLAND, OREGON 97201 A. • A. 1 PROVIDE ADD'L. STUDS .,�..' AS REQ'D.-FOR CRIPPLES PHONE:(503)248-9170 FAX: 003)248-0223 BOLLARD BEYOND 1 STUD WALL OCCURS III. - ,DOWELED JOINT INSTRUC?IONS. SEE ARCH. At BIM. CONDITION �I I - DOW: 4rIE':LS ARE TO BE SAWN O SHEARED GRIND PROVIDE CONTROL JOIN r, _�_�_ Aillk i 11 I .ONE SIDE OF WALL PER L3 X 3 X 1/3" (GALV.) 2x STUD 2 -CAREFULLY REALIGN BARS AFTER TROWELING SLAB WITH 1/2" DIA. X 6" 2X NAILER -ATTACH WALL PER•TO INSURE BAR IS PERPENDICULAR TO JOINT • STUDS AT 2'-8" O.C. A ;. b TO COLUMN WITH 3/h" DIA. THREADED PLAN HORIZON TALLY AND VERTICALLY STUD WALL BEYOND SLAB.REINF. ' 0.145" DIA, POWER ABOVE SCUD AT 2'-0" O,G.•3i -GREASE ONE END OF BAR t CONCRETE SLAB SEE ARCH. PER PLAN ' ° DRIVEN ANCHORS COLD COWELED) CONTROL-ROL- TOIN� PER PLAN °' ° SCHEDULER AT 12" O.C. .. SLOPE A301 HEX HEAD p •�� NOTE: EMBEDMENT .•• 1/g 1/2" BASE PLATE WITH (2) 3/4"•NOTES:- ALL - a �� ��y ' ANCHOR BOLT �'i•. • MAY.PROJECT • DIA. X 9" EMBED. ANCHOR•CONSTRUCTION (POUR) JOINTS TO BE COLD CONTROL JOINTS SEE PLANS FOR LOCATIONS OF JOINTS 4 • , ::. I ,,� •• •4 •a • 4 SIZE PER SGHEC ILE ,; INTO FOOTNC� H5S COLUMN BOLTS TO STEM WALL. AT••CONTRACTOR POURING SCHEME WILL DETERMINE WHICH JOINTS ARE v 4 ..9,-.)".40 :-=-=-=== i ' I a a a o d' i i a PER PLAN CONTRACTOR'S OPTION, USE COLD C.3.'S AND WHICH ARE WET C.J.'S. -- Q: q: ;: . F �o ��ap°n�,' ,.. I I. �r e. • a s a 4.. a °-°co ; P Y ANCHOR BOLTS E OX A C - CONTRACTOR HAS THE OPTION OF USING EITHER ZIP STRIP OR -- `•SAWCUT FOR WET JOINTS AND EITHER DOWELS OR KEY AT COLD JOINTS, n a°' d°• •' • I e 1 • : �' °�° CONC. WALL __ .__� l 1 o b LINE OF STEM WALL • I ' . 1•a e • • ° •. SEE FDN. PLAN FOR ANCHOR BOLT SCHEDULE ► • 1 • • •. v , FTC. CONDITION. 3/16 / 1 ( • 'b• HOEDOWN* ANCHOR BOLT MIN. EMBEDMENT HOEDOWN POST ! ' '~. • 4 . 4 BEYOND \ $ ° $$°b $$`�$'°� `� 1 - ,n 5 8 DIA. l______' . 40 CA CONTROL S a , a I HU2 / „ 9" C2) 2 X b TYPI L. JOINT a 4 TIES I I „ • LVCJOINT 11/2" = 1,-0" -I 1 r •• • ° • AT 24" O.C. I I ® HDU4 5/8 DIA. 9 C2) 2 X b •• • %* • • FOOTING SIZE AND I SEE FOR 1 8" DIA. " I RE/NF. PER C6} #4 CONT. i HDUS / 9 (2) 2 X b 1/2"• ,11/•n •.6" •.1 I/- t.�� I I OVER CAVATION AND 15" 4 X 6 �I 1 1 1 1 I-""- . 3" L_J BACKFILL UNDER FTG. HDUS 7/8 DIA. 3 CLR. 'C) ° HDUII 1" DIA. 20" 6 X 6 WI * NOT ALL HOEDOWNS LISTED OCCUR ON THIS PROJECT AT BASE C) Z 6 FOOTING DETAIL: FOOTING DETAIL f24 0 Z W512-`1 1" Icon T- t ti 1, NS12 3 3/4 .. 1-0 S HOLOk1N DETAIL 9 BASE *LATE DETAIL 0 1. HOEDOWN IN = 1'-0" TOS13 I 1/2" = 1'-0" # c,mi E' l hil 04 1/2 n BEARING PLATE WITH (4) v DRILLED ANCHOR BOLTS 0 e I-— POST PER PLAN 3/4"MBED 5 MIN. 11/2". • f n n ,i n FOOTING PER PLAN E=I a Ay I 1/4 X 4" X 16 1/2" 3/16 V VI t:=1 0 KNIFE PLATE W/ (2) H55 COLUMN - SEE PLAN 3/4" DIA. BOLTS p p 04 • 3/l6 D 12" 1 2" PLATE X iv PROTECT COLUMN FROM CONCRETE / SPLATTERS BY TIGHTLY WRAPPING POST SIZE ^' W/ 15 LS. PAPER. TRIM FLUSH d a - 4 .. • n • PAVING �, t__- W/ SLAB. 4 ° • • . . 4 . 4 (�•��, b rPERARCH. C ONTROL JOINT PER AI • ` ° '•C \ \-•- BLOCK OUT SLAB FOR COLUMN. ° 4 a 4a v • • ' • <1 . . UV >> Cg) � SEE ARCH. 1/2" X 5 1/2" X COLUMN WIDTH PLUS 6" /FILL A ER FRA IN ' • v . . ,•©• a r� � FT FRAMING IS COMPLETE c CONCRETE SLAB C2) #4 CONT. tel i p • \ �1 r::v BASE PLATE WITH (2) 3/4" DIA X 1' PER PLAN (�• 4 . lC�' �tl • EMBED. ANCHOR BOLTS TO STEM t ) 6 • • • • 6 I I- ' • • • • •• �' •___:.! t I WALL. AT CONTRACTOR'S OPTION, ' .1 n n I USE EPDXY ANCHOR BOLTS I 1/4 X 6 X 8 PLATE # '. I .__. U I •rn C3) 3 TIES IN TOP ,r 1 COM AC P TED SAND OR H ° WITH 3%4 DIA. X 4 6" OF PIER 1 1/2 Q: I v. ' 2 r- 0 o:• p • 1 1 1/2" Q I i 4'0' c�v GRAVEL BACKFILL. DO q :�• HEADED STUDS I • ::p, a NOT FILL WITH CONCRETE. v �► o• LINE OF 1111 ofl 1 I Q: 00 • �w �' •.v: �.• 'f:• I _� °C' TT ' „ ,S ' la b� p. car a �' Q ©, ' o FOOTING _ •• ° Dn • • • • ' #5 VERTICAL BELOW - i H55 COLUMN PER PLAN • ' ' A r 4. ° " :6':<, • •: a': w �Qo• b�®c� ° Ank • D • • . . • • EACH CORNER ,t, ,,,,. b >** ••tt>�.� • .Nt:�nere b •• I -: •• a a a a. SEE SCHEDULE :0: �p p ;�� :��. :4. e.. SEE FOR• Q_ ..6::4, MORE INFO.•• p I /16 V I;' FOR FOOTING SIZE _ ' 1 I I, I 1 1 1, r , I I •_ e a e AND REINFORCING %�������/�������j\��/����� _ • •••• ' , . '• , • _111 I --I . . / / / / /� _ a • . FOOTING AND REINF. , \ \ /X/X/� /� COMPACTED CRUSHED ROCK 1-11 , ,•,• 11-2.2•17-' PER PLAN ••••• I TOP OF STEM WALL _j • •• •• •• • •• •• , • •• •• •• �0'-3" CLEAR COMPACTED TO 95% OF 11-==1 I ® 1 I-1- __.) 11- I '-- ' MAXIMUM DRY DENSITY ASTM DI55'1 SEE 7 FOR ___1 � ;,I i l l j l l l l 11111�111 fi t , OVER CAVATION AND s- y BACKFILL UNDER FTG. SEE 7 FOR UNDISTURBED NATIVE SOIL 14 FOOTING DETAIL OVER CAVATION AND 1 STUDFDN-3 1" = 1'-�d'i SACKFILL UNDER FIG. 13 FIG. EXCAVATION/5ACKFILL DETAIL. • 10 FOOTING DETAIL 11 COLUMN BASE DETAIL 512-12 • 1" = 1'-0'" 1, W512-11 1" = 1'-0" 12 COLUMN FOOTING DETAIL 1.3 S13-1 N.T.S. NIP 1, . 1 WS12-12 1" = I'-0" ► .r� RUN SHEAR WALL . SHEATHING CONTINUOUS PAST WALLS STUD BEARING/SHEAR WALL I : ►� PER PLAN _____ ►..fir L___ _ '� CONCRETE 2X P.T. PLATE WITH 3/4" DIA. p"''� ki r . . . . ET DRILLED ANCHOR BOLTS AT 48" O.G. 8" LG SLAB PER 16d AT 8 O.G. Aik PLAN UNLESS NOTED OTHERWISE ON EDGE NAIL - °ate SHEAR WALL SCHEDULE PLYWOOD AT JAN. 21, 2008 GYP. SHEAR WALL „. CROSS WALL . ► PER PLAN DOUBLE STUD AT WALL REVISIONS: �- - . 4 INTERSECTION•• $;•°cgcr� ��Opov 4 4 , 46 :0.°CF' ,• ,off° SEARING WALL I1I rim • 410'0' PER PLAN -ADD ,1 II b.. . , 3" CLR. 21 •, • ;a •a • RADIUS STUD IF REQ'D. 1 M►-_„ 4 -I SUBGRADE . I I---III I I !- „ •• . 16 (2) #4 CONT. �"�`'s DETAIL G 11 • RAMI N ., . NN TYPICAL FOOTING SIZE 1, W512-10 IN = 1'-0" AND REINF. UNLESS NOTED i OTHERWISE ON PLAN LEWIS & VAN V L E ET INC. 0 FOOTING DETAIL 16 FRAMING DETAIL CONSULTING E N N E E R S 18880 •w boones ferny road W522-15 1" = I'-0" 1 W512-16 1" = 1'-0" tualatin, Oregon 97082 • (503) 885.8605 phone (503) 885.1206 fox www.lwi.com 7:\07132\00S12.dwg,2/22/2008 11:36:54 AM ROOF TRUSS NOTES: 0 0 0 0 a R 132'-6 I/4" f'. . '' .6' .1 LOADING, ETC. HAS SEEN DESIGNED / 1 1.) ROOF TRUSS LAYOUT, CONNECTIONS, OADING, 14'-@" 2@`-il i/4" 51`-'4 1/4" 23' " 5'-'6 3/4" 16'-iii 4" 96 ilpy i BY PROJECT ENGINEER, ANY VARIANCE FROM INFORMATION SHOWN WILL / / ___/3 -8 3/4 / / / REQUIRED PRIOR WRITTEN APPROVAL OF ENGINEER. - - ---- 2,) SEE STRUCTURAL NOTES ON SHEET 51.0 FOR ADDITIONAL INFORMATION. ' . ,, • GO 3.) TRUSS LAYOUT TO BE PER SUPPLIER. A DIMENSION PLAN SHOWING TRUSS LAYOUT WILL BE " ,S J\' REQUIRED, TRUSS LAYOUT PLAN SHOULD ALSO INDICATE ALL TRUSS BRACING REQUIRED BY 1 c, y p,N TRUSS ENGINEER. INDICATING BRACING ON TRUSS CALCULATION IS NOT SUFFICIENT. ,,6, - '11 '52.4 ■ -, -= - EXPIRES 6-30-08 4.) DESIGN ROOF TRUSSS FOR 10 PSF NET WIND UPLIFT ON VERTICAL PROJECTED AREA C3) 2 X 6 - - TRUSS ELEVATIONS I LOADING DIAGRAMS: _ • , _ : , , e' WI LLT - 5@.PLF X 1 • _II ■ ■�_ r NOTES. W2 Wi LLB = @PLF. 1 S2.2 W3 ,'. DLT = 20 PLF , in 8 i lo 1, �Wir2rii/.�li/�I'. 11�1.1.�i/.■ uLB = 20 PLF _` ' TRUSS PROFILES ARE SCHEMATIC. TRUSS MFR. TO VERIFY TRUSS GL. 2 1/2 X 12 / 52 �� ' _ DIMENSIONS AND PROFILES WITH DRAWINGS AND DETAILS. ------ --- .at TYPICAL _"_...:. _....__.;-_.._.___ _.___.__.__-_-____ \- W2 LLT = 81 PLF : . a 2.) DESIGN LOADS FOR ALL TRUSSES AND GIRDERS ARE AS SHOWN. AS AN LLS = 0 PLF • r' r-- ALTERNATE LOAD CASE PROVIDE 20 ELF LIVE LOAD ON BOTTOM CHORD WITH DLT = 33 PLF II' ' (3) 2x8 3) 2 11lAIIPIII°ll ALL INDICATED DEAD LOADS. DLB = 20 PLF - ,y� -y � ,� :�� W3 O 2 X b HEADER AT 3 MINIM ,) TRUSS CONFIGURATION (WEBS) TO BE AT CONTRACTORS OPTION. LLT = 81 PLF - 2 �! LLB = @ PLF i 52.2 „` 1b I LOUVER ABOVE / t, r immunek 4.) ALL TRUSS HARDWARE TO BE BY SIMPSON STRONG TIE. SIZES AS NOTED. GIRDER G-1 DLT = 13 PLF o' 2.4 _ ' -- FLAT x.2.4 Y DLB = 20 PLF T X 6 BELOW �,,�, 5.) ALL TRUSS GIRDERS TO BE 2 PLY (2- 2X) MINIMUM. ,� „ „ FLAT 4 X b BELO �■•N 6 ■ 2 4 4 SIMPSON MSTC40 b.) PROVIDE 6" NOMINAL TOP CHORD, TYPICAL, p r O RFRAMING STRAP -NAIL TOP 52.3 / PM El C K A 2 " O.0 PLATE TO WALL / "i.) PROVIDE TRUSS TOP CHORD WITH MIN. SPECIFIC GRAVITY = .41, W2 \ W3 W1 LLB = @PLF _- SIM. . TOP PLATE , � "� SLEY 6.) TRUSS DIAGRAM OVERHANGS ARE SCHEMATIC ONLY. TRUSS MFR. DLT 2 0 PLF ,� Iii . ..� __ s2 PION "M C4 @'' E T T L I N TO DETERMINE DLB - 2@ PLF _ rI1111tIti. O o is „ ,_,., o a - _ t RMINE LOCATIONS REQUIRING TRUSS OVERHANGS AND BUILD _ _ THE TRUSSES ACCORDINGLY. �, ....- - --- --�--- ---_-_ -_ �, - - .___„� _---_ r_ ___.... __ -_ _ - r --- - -- X 8 W2 LLT - 81 PLF _. Anal"ii` �c! f/8.X __ - ::- .mow ` L-' � . t ) 2 8 I• G h ! t e C t S LLB = @PLF j� 1ttal1 ON -=1 . �,z�_,.■ U DLT = 33 PLF -- `. o - LEGEND: � DLB = 230 PLF r.7..-.::::::::::::----= r - TRUSS'GIR• R G-4 0' TRU R'ER G-b_ V 1 ,, 55 I -USS GI-DER G-°1 ' W LLT = LIVE LOAD TOP CHORD _.__ �� _ - IEr� ' `,�- LLB = LIVE LOAD BOTTOM CHORD W3 LLT = 81 P!_F � /�j1,/ __ - kr _/SIR*L'E �` WirAr ....A 4412 SW ,CORBETT 972 GIRDER G-2 !■!11 ` DLT = DEAD LOAD TOP CHORD LLB = @ PLF WOO ` _ 97201 DLT - "i3 PLF TRUSS 1-4 A i � _ 1 SIMPSON "MSTC4@" Er IMIAllitgr '�� P ND, OR. _ D TRUS T 4 ,,� , , ,,,, PORTLAND, OREGON 9720 DLB = DEAD LOAD BOTTOM CHORD 2411 ►�- •• 11►, T AT 0.C. ' TRUSS TO TRUSS + PHONE: 03)2 8-022 70 DLB = 20 PLF ►s0'- N'..,-'�' TR -S TO TRUSS i a, 4 ... _ 'V� u�., _ '�_ - , � FAX: (503)248-0223• TRUSS DIAGRAMS w1 �' o' ©'� ■"{ 09 �/f .E'�f 2 X b AT f 1 %29 1 24" O.C. - �4. ' • TRUSS GIRDER G-3 WI WI LLT = 50 PLF I 1, ...=s�.a-��.�- TRUSS IRDER G-1 �....�;.f( �� I-• - - I T my GI G / f LLB = @PLF "'-''`' - �� -- -- - *.,:.--.1 - _ _ }} DLT = 20 PLF ---- _ L _ ' ' 1 DLB = 20 PLF �'� ` - _ I _ #WI LLT 5@ LC _ I : : 1 1 LLB = @PLF -alit --_ - V'I _-- _ DLT = 20 PLF W2 LLT = 81 PLF i : LLB = 0 PLF _ _._._ ', - - DLB -'20 PLF _ _ - 1 GIRDER 3 DLT = 83 PLF (. _ ■ _ DLB = 20 PLF ..`__ - _ 52.2 =- ' I I ink I 10 ' ' I1 . TRUSS T-1 b % % _ 11M : �y _ II 6 , ,, 6 d ' Ill 44- 1,is 1 1 11 I WI WI LLT = 5@PLF .. or : ,, ry II t 7///-//'//Z.�/ 7///`//i1 LLB = @ PLF 1.. it N DLT 20 PLF i "`t ;�- _�; , �� I i. I WI LLT - 50 PLF DLB = 20 PLF 52.2 61 ;, �q .� LLB = @ELF P chi ;, f N DLT = 20 PLF fn SIMPSON i i 1 - DLB = 20 PLF 1► 11 r-1 :;A� ;� �.,., P = 411 @# SEISMIC i tY MSTC4@ U :: ill :''� �` TRUSS TO 0 � I1SI I GIRDER G-4 a � '�` A TRUSS ► U• 'It Mil ► EJ� �! TRUSST 2 - $ o �. ii � `1 1 i , .......■.. n 1 i �1 se Z ° Z T-2 TRUSS GIRDER G-1 ' " '` WI ;i' WI LLT = 50 PLF . ._.._ .- -_ _._ .�_ .� of _ 11 1 i : - W2 / W! LLS= @PLF Ti- rt r:- .-_ ! 1�,/��.!�'�.'//////,�'/%/,f//lP �i/r � _ TRUSS iR R -8 �►�!!�� _ - c,1=1 E=4 w V 7 DLT 20 PLF '�C ALIGN WITH „ ,, ; n 1�1��TRUSS iRDER G-1@ -- ADJACENT SHEAR �n I=�■1 I I SIMPSON t. - p DLB = 20 PLF # WALL g- '"' ,__ E="1_, W rt;? f1, �W2 LLT - 181 PLF i L}PLF N• I PLF P DLT = 123 PLF �' �' 3 .----- 1 aC -1@ Z X CRICKET ___ �� _ 13LOGK AND DLB = 20 PLF �� of OVERFRAMING AT --++=- :r- STRAP WALL 24" „ ii _ 24 O.C. 11 I 11 p• I PIERS P TRUSS T-3 GIRDER G-5 P = 4110# SEISMIC ,► :: BLOCK AND PROVIDE I , �' 0 .g4 ,,44101.,t24,4 P STRAP WALL INTERMEDIATE " �; ..... S �i _ st . ' WI PIERS PER 10 PONY WALLS AT . � �_...._ _ �� _ b b @ O.C. MAX. WI �" �/,,�i%'' ill► - ti� - '�WS p WI LLT 88 PLF TYP, MEZZ. BELOW © �� - LLB - @ PLF UP WI LLT = 50 PLF DLT = 35 PLF __ ___-_�= = 0.{ " ' v E=4 ei•li - t : ØF LB 35 LF __ ,I - .I 1 lia P AT 24" O.C. ' DLB 2@ PLF P 411@# SEISMIC - ..._. :,. - - - "hd5T.G4@'.- Ri.lS$_ f _ P = 28 0# GIRDER G-6. /"N i. h.._ _ TO TRUSS ,` , TRUSS T T G-1 TRUSS GIRDER G-21 IS_1 IRDERG-3 PIPMFAMMPArA WI 111 .,�i 1 1 C ® .-....,._-- .__, ....,_".__�..---..._"_°_- WI p WI LLT =88 PLF 24�t 0. • i ��" 1!! �.�'' S ������ LLB = @ PLF _ � i • � M. - 35 PLF : I W ° '1�LB = 35 PLF � � .4 .� �� .O .DI i I p P Wi LLT = 50 PLF P'_...' � "' "' :1111 '�." 1 PPP*Nte LLB = @PLF G L5SXq GL 5_1/8 CLS-SX X111 Y GL DLT 5 /8 W.i-..w.;:22øØ;LF P = 4110# SEISMIC 3 \ \ ._..-.. ..__.._......___. _ %® - __ -o '_:._ __._, _ 0__. �. _._ - -Ems, g 4X8 1 16 Er 8 I 52.3 ■ GIRDER G ..H. sIM. 5E-OW P = 42@# BELOW TYP. TYP. d • -I I iw■ .■ :1. TRUSS T-5 L^11 FLAT 4 X 6 BELOW _ 11 ' ' 1@ ' I ' ROOF W1 LLT =50 PLF $2,4 (2) 2 X 6 HEADER AT FLAT 4 X 6 BELOW En C2) GL 2 1/ X 12 P ' LLB = @ PLF LOUVER ABOVE i•:� _ FRAMING PLAN WI DLt = 20 PLF ■. . DLB = 20 PLF ItIP e. Q P = 283 0# SEISMIC AIL WI LLT = 50 PLF 118'-6 1/4" TIP LLB = @ PLF GIRDER G-$ '( DLT = 20 PLF .. DLB = 20 PLF W1 Ilti ROOF PRANiING PLAN 15 S2.4 # '/.' Ir,ZAOW!././.AOA..l)s'S�/il..I 52. NOTES: 1/$11 = 11_O'P - 155@. 1 = r W LLT 50 PLF _ TRUSS T-6 LLS = 0 PLF 1.) ROOF SHEATHING TO BE 11/32" APA RATED EXP. 1 SHEATHING, MIN. PANEL INDEX 32/16. i I - DLT = 20 PLF NAIL SHEATHING WITH 1 0d NAILS AT 6" O.C. ALL SUPPORTED PANEL I i DLB = 20 PLF EDGES AND 1 0d AT 12" O.C. FIELD. LC P OATS 1! ter I ra AN 21, 2008 : # 2.) SEE FOR RIDGE VENTS. SEE ARCHITECTURAL FOR RIDGE VENT LOCATIONS. 1, k I F P =.4280 SEISMIC E i 2 p• I REM CMS: GIRDER G-q rat I. \'? 3.) ..edduiIII -INDICATES SNOW DRIFT LOAD IN ADDITION TO BASE SNOW LOAD OF 25 PSF. -: #S, �' I FLOOR SHEATHING TO BE 23/32" APA RATED I: • � SHEATHING, PANEL INDEX 48/24, NAIL %///�7//�////f/ W1 / [1: - I SHEATHING WITH 10d AT V O.C. ALL SUPPORTED 4•) / INDICATES SPAN OF 2X SELECT STRUCTURAL T 4 G DECKING. LAYUP TO BE 1 _ 1 PANEL EDGES AND 10d AT 12 O.C. FIELD. WI LLT =50 PLF TOENAIL WITH (1) 16d THROUGH THE TONGUE AND (1) 16d FACE NAIL EACH _ GLUE SHEATHING ALL SUPPORTS WITH P LLB = @PLF TYPE 1, 2, 3, OR 4. ' PIECE, EACH SUPPORT. - DLT = 2JF E SHEATH WITH 11/32" APA RATED EXP. 1 SHEATHING. NAIL WITH 1 @d X ' '�` 3/8" DIA. BEAD OF CONSTRUCTION • DLB = 20 PLF 1 1/2" AT 6" O.C. ALL PANEL EDGES AND WITH ROWS OF 1@d AT b" O.G., SPACE ROWS AT 24" ADHESIVE. P -.• O.C., P = 4280# SEISMIC 15 5.) MISCELLANEOUS BEARING WALL, DOOR, AND WINDOW HEADERS TO BE (2) 2 X +6 UNLESS 52'4 .GIRDER G-1@ NOTED OTHERWISE ON PLAN. 2 evirN MEZZANIt'4E FRAMING PLAN LEWIS & VAN VLEET INC. • �, CJ,' I/8 = 1'-0'i Lai, CONSULTING ENL3INEERS �' -- tuolat n,are on 97062 rood (503) 885.8 05 phone (503) 885.1206 fox www.iwi.com 3:\07132\00plans.dwg,2/22/2008 11:32:51 AM WOOD TRUSS PER PLAN -PROVIDE 2X BLOCKING W/ 16d %� � 2 X 10 AT OVERHANG PER ARCH. 2X6 BLOCKING 16d AT EACH OUTRIGGER AT 8" O.C. TO BUILT UP „--. - lyl�•-► ,� " " Ii.,WITH��16d TOENAIL BLOCKING TOP PLATE�,_- ,� '- WOOD STUD INFILL SIMPSON 0516 STRAP -NAIL F ���'=-�� W/ 10d ALL HOLES AT 4 X 6,AT 8 I fi f,, !EDGE NAIL ROOF /'-'' _ _- �� _-�-,,_ ... O.C./ °-! C{) 10d AT EVERY OTHER PAIR CONT. BLOCKING AND STRAPPING ,r --` OF HOLES AT FLAT 2X BLKG. 12'-0" MIN �' PROVIDE ROUND VENT HOLES PER SHEATHING AT '� SEE ARCH. FOR -- T �' ���`, WALL TOP PLATE 12'-0" ARCH. -DO NOT EXCEED (3) 2 1/2" 2X BLOCKING -/ FASCIA WITH (2) 16d it Al " " - o N DIA. HOLES EACH PIECE -DO NOT j Ca) t6d / AT EACH OUTRIGGER - _ (NOT SHOWN FOR SIMPSON 0516 g CONTINUE n G. '`� CUT LONG HORIZ. SLOT �/ {�'...•.'� 3/16 COL:uMN UP CLARITY) -SEE STRAP -NAIL WITH y,� <y 26 �� �w �, �� `►'� HEADER TIE t# ~OOF FOR SPLICE 1�Ztd ALL HOLES �S C. v AN�� j" 1/4 CLR., PER PLAN 2X BLOCKING / SEAL WITH CAULK I �, „ 1 1/2" - ---, PE-WITH 16d TOENAIL �� 1 SIMPSON H3 2X6 MIN. -'�''` I 3/16? EXPIRES 6-30-og AT 8" O.C. I AT EACH OUTRIGGER AT A I OUTRIGGER 24" O.G. -SEE CONT. 2 X 8 LEDGER W/ 1_1/2 _./" BRACKET.PE- ARCH FOR . {{ (3) 16d EACH TRUSS \...__.�._.. 4 j IIIIIIIIIMINr :;-i FLAT 2X // MORE INFO. cif " Sri 1�F ;...- „ rl • NOTCH"OVERHANG ,-� " " �' 3___�__ -• _ r 1 I 1 1/$ - 3 / i BLOCKING AS REM,. FOR // SIMPSON MST60 DBL. 2X PLATE ��I is --._ ---- ( -�-~-- _- 11 I I (2) 16d BEAM --OVERNOTCH - ► �. -NAIL EQUALLY TO CONT. SPLICE �''II a r- t-----1/4" X 4'X 10" 1 FOR 1/4" VERT. /'r �'_ WALL PLATE V.A. SIDE j PER A ■0 PROVIDE 11/2" VERT. u ! ; TI :1H "CLEARANCE,.SEAL . " ,t SOTOP . 1 1/2 . I WITH X 4 X 6 BLKG. • 8" WITH C2) 1/2" FIRST BAY / EACH TRUSS H2.5 1�®�����1�� I -- • W000�TRUSS " " jj 14 X 8 X 8 KNIFE PLATE IN I 2 1/2 ( " SPACE WITH CAULK. �� EACH TRUSS AT 24 O.G. SIMPSON LUS 1�� / „ " " � " THRU BOLT HANGER AT PLACES 1 DIA. X 4 LAG BUTT WAL;1 'OP DBL. STUD 3/8" SAW KERF W/ (2) 3/4" DIA. I AT SIM. 1 BOLTS TO BLKG. ROOF TRUSS CONT. DOUBLE PLATE PLATE TIGHT �� BOLTS, COUNTERSINK BOLT 4 X 8 SELECT. -LAP 48" AND NAIL WITH (2) j HEADS 1" MAX. i 3/16 V PER PLAN AT SPLICE CONDITION).T ". "BUILT UP BL G. 5/8 PLATE X 5 X I IR"' i,...! ..... R 3/16 1' STEEL COLUMN T.S. COLUMN FRAME WALL FULL wv ►- ® 3/16> PER FLAN 1 PER PLAN I, HEIGHT (NO SPLICES) ► -... i i PECK p►" 1 2 X 8 WITH 0.145" DIA. _1\/\______ ._. -- SE FOR MORE INFO. ROWER DRIVEN ANCHORS G S S M I L E Y A DETAIL ETTLiN FR MING 512 1" = 1'-0" FR AMING DETAIL. 4 FRAMING D . TAIL- /Eh FRA TIN D TAI . architect s 18 " s icon n +., ■+■ 2 X 6 OVERFRAMING TV-{ 1+' = 1'-(1}" '� FEBS-5 { 1-0 2 10522-11 { = { 0 . SEE FOR EDGE NAIL ROOF -ALIGN WITH TRUSS BELOW INTERMEDIATE PONY WALLS. FRAME BRACKET INFO. - SHEATHING AT. BLKG.-- PONY WALLS MAY BE TERMINATED WITH 2 X 4 AT 16" 0.C. UP TO 6'-0" HIGH. CRICKET FRAMING ROOF TRUSS WHERE CRICKET FRAMING SPAN DOES BRACE STUDS WITH 2 X 4 DIAGONALS TRUSS GIRDER 4412 SW CORBETT AVE, (3) 16d TOENAILS PER PLAN 0 " PER PLAN " PER PLAN SIMPSON H3. 2X BLKG W/ NOT EXCEED 6-0 NAILED WITH 16d EACH PIECE -,� „ „ PORTLAND, OREGON 97201 EA. PIECE- ``1 SIMPSON MSTC40 EACH PIECE. 16d TOENAIL _ PHONE:(503)248-9170 AT 8" D.C. / 6,_0" / 6,_0" ,~`_, TO GIRDER AND WALL �� STRAP, FAX: (503)248-0223 1 0 RAMING DTAIL �I ' - SHEAR WALL PER _ " .. ,_ ,i PLAN -RUN STUDS TRUSS-6 2 X 8 PONY W L - 1 ► 1,■ . t ar TOENAIL GIRDER TO FULL Hr. j � - PER 8 �4 -_-. A ;� ':_ ''� DBL. � �`,:ill TRUSS / BLKG. `"" CONT. SHAPED 3 X '' STUD WITH 16d AT../- ;� -_ - _ ���-'� `; -_; CRICKET FRAMING O LA -FASTEN 16" O.G=NIDL _- - � BS / ®iI PER "VTG" t0 EA. TRUSS/RAFTER �, ,� Ir 1i:tii3 111-7- - - Aa'J!p'�`"I •A _.. •-�' 1 ri.e4" /'f,, / TRUSS BELOW .,^ DOUBLE STU1:?�► EVE �` I� SEE FOR FULL HT. • F, 5 ' ^ _ RUN SHEATHING CONT. A1' II 2 X 6 MORE INFO. ./.._ .�� ////// OVERFRAMING. PROVIDE i BLOCKING / . VENT HOLES AS REQ'D... ii - ',,. FRAMI /le, �,� • A .r BUILT UR BLKG. W/ a X 4 TOP, I1 r BOTTOM AND EA. SIDE. SHEATH ►:.I 11) A t�PER SHEAR WALL TYP .-�+ 2S;:T:MP "H3"T U AND NAIL VERT. STUDS WIT EDGE NAIL ROOF ..a ib ACRUSS.-,� -L.,� _.- !• f.� / 16d AT 6 O.C. SHEATING AT BLKG. WOOD TRUSS p-�4 CU VENr N N F " AI " STRAP AT HIGH 2X BLKG. WI SIMPSON AT 24" D.C. STUD (mo o P---mal 0 slMPSON MST q / '` 5'/ TRUSS SEARING STUD. NAIL "LTP4" EA. PIECE ROOF TRUSS PER PLAN /01J-1119t41' f , . EC�4lALLY TO PLATE AND SCUD E " " —�--- PRAiING DETAIL- =E1AILRAMN 1E1AIL -WRAP AROUND BOTTOM OF SIMPSON H3 EA. TRUSS TYP: " , ,i " „ ti V- 1 1- W522- 1 - 1 0° S c, PLATE AS REQ'D. 2. T /2 0 2. 9 X/ 2//-=� - -- - EDGE NAIL ROOF __/// - FRAMING DIAL _. �'`�!!!! 0 I I � ;jj:TI1pjpp TV-5 3/4" = 1'-0" -_._�_ tom'1 __® ``�--- _ SEE ® FOR (�OY -..,.. MORE NFC). 5 {/2MIN. AT _ -�_ OVERHANG 5EE AN �� ARCH. FOR M' 44 fle4,-, •�',/,i �� II II :� REQ D. DEPTH- ��\�� 4X SHAPED PLATE II t -NAIL TO FLAT PLATE II ® 1-�! WITH 16d AT 8 O.C. " Il rril RA FTER PER L II 2 X 6 STUD AT 16 O.C. NOTCH RAFTER II PLAN :11.- /t Al OVERHANG I ►ti ,i?AM NG D TA L. ... SIMPSON "MSTA36" II -SHEATH PER SHEAR WALLA , 11 iti FI-1 WI E=4 RIDGEVENT i/2 - 1-0 /r1�: AT 6 0 D.C. -NAIL Ii " " , [�2 SIMPSON H3 Mir ! `'• _ 1 EQUALLY TO EA. 1 i 1 IIIPMW 51M " " 4" O ZX BLKG. W/ {6d ►`'"'-�1 EA. RAFTER r� . • I °� TRUSS _- PSON MSTA9 At 6 .C. TOENAIL AT 8 O.C. I.- --1 -"�►I RIPPED 2X ♦I �^ _ I HEADER PER PLAN , 1, Ark FASTEN TO TRUSS , , , SEE FOR CONT. SHAPED , " BELOW PER SHEAR , MORE INFO, 13/4 X 11 '1/8 ROOF TRUSS PER • TIMBERSTRAND =" PLAN -BEAR ON II WALL SCHEDULE WINDOW PER ARCH. WITH -r '-i- --,:/'�-- RAFTER PER LSL ,.;='' SIMPSON "RC" STUDS BELOW �I STUD ZNFILL BEYOND ; ; .._._. - PLAN - CLIP EACH END WINDOW PER ARCH. . SIMPSON "H8" EA. TRUSS II LAMINATE PLATE(S) AS 1 1 1 I II I II TRUSS GIRDER REQ'D. W/ 16d AT 8" D.G. F_ ►, "LUS" } PER PLAN 4X SHAPED PLATE WITH '1�''� i .- r_ _.�LUS HANGER 1ii i; 16dAT8" O.C. q''% .'' �...."'�;.o ® 12 FRAMING DETAIL ,, :. ∎111411 SIMPSON "A34" BUILT UP BLOCKING WI 2 X 6 I " , ,i -11116111141111111§ � TOP, BOTTOM, AND EA. SIDE. A I 2. D522-12 1 1-0 SEE FOR MORE f%' , �� SHEATH PER SHEAR WALL TYPE/A\ I ROOF SZMPSON "LSU" INFO.' �,%' 'FPO � ` � -NAIL STUDS TO TRUSS WITH 16d I TRUSS PER EXTEND TOP CHORD . HANGERS %' I ��`� AT 6" D.C. I 10.-""1 _,.�, �1 TRUSS PER PLAN PLAN OF TRUSS TO RIDGE f �1 • STRAP P R ,�%'r'� ~ II SIMPSON SIMPSON "MSTA9" AT ;i ,,,_ r,;:.—'' �•rift ,1 1 FEB. 20, 20P�8 "H3" AT TRUSS BEARING STUD, M I EACH TRUSS NAIL EQUALLY TO STUD ' ,,.,%f i •4 II AND WALL TOP PLATE. ii'~ `" SIMPSON "H8" EA. TRUSS �,�,%'-'�� II WRAP AROUND WALL PLATE AS REM). II '"' ( CONT. 2 X 8 10 FRAMING DETAIL. II WALL TOP PLATE RIDGE MEMBER-- FRAMING DETAIL 522-10 3/4" = 1',-Q�'i Ii -SPLICE PER I 2. V' v II � _ ($2 DS22-13 1" = i'-P.�'� BUILT uP3 G. if 2X RAFTER d 2 PER a I PER PLAN • 52.2 ItiV -,�__-- t I (2) 1/4" DIA. X BEAM THICKNESS SEE FOR _t - 11 FRAMING DeTAIL LAG B0 T - D.C.11 2 D522-i1 i _ {-0 " _ - . -" L4 X 3 X {/4 X 0 i! AT LAG BOLTS t:rr SHEATHING STAGGERED. `2 1/2" MIN. D SS~� � NO ANGLE AT �,Igtr SEE FOR 1►-�1 SIMPSON -_ - _ ® AT 24 INFO. "LUS" HGR. --_ " „ LG j , EACH T N H Ark 1 DOUBLE �� - R �i EACH TRUSS `� -- I JAN. 21, 2008 SEE FOR I RAFTER ,,%,�-�' _ STUD WALL DECKING -� ,., If i ,� a v><&° MORE INFO. ,, PER PLAN , �i�” COPE HORIZ. LEG .1 ...._ i BEYOND 1 4 FRAMING DETAIL II SLIT SHEATHING ���//' .� r OF BRACKET WIDTH ' " 2. TV-6 1" : II-00 11 FOR STRAP CONT. 2 X 4 A s 5/8 DIA. LAG BOLT !'-T_ LEDGER 2�WItC i � NOTCH 4X BRACE III II Etrio IP 6 AT O �v FOR BOLT HEADS t4 * ii b.....∎I E tl Ili 11►�-•�1 STRiCTURAL " 1 • ki BUILT UP BL G. I NOTCH 1 1/2° FOR TRUSS GIRDER PER A WOODS TRUSS BRAGS PER PLAN % AT O.C. TRUSS —`�-- �-"' SIMPSON "H3" \ 2'-2 3/4" FLAT 4 X 6 AT GIRDER AT TRUSS NAIL SHEATHING WITH II / SOLID WOOD SPACER BRACKET LOCATION ' AT 24 O.C. 10d AT 4 O.C. ALL EACH TRUSS - ---�-- PANEL EDGES BLOCK -THICKNESS AS LEWIS Sc VAN V L E ET INC.• REQ'D. PER ARCH. 1 IL, CONSULTING ENGINEERS 0 FRAMING DETAIL 1 e FRAMING DETAIL FRAMING D E1AIL 18660 sw booties ferry rood �_ d TV-2 " �_ +i TV-4 1" {'_�,� 1 S FRAMING DETAILtuviotin, Oregon 97062 TV-3 i 1 0 2. TV a 1 1 0 T 522-18 1 - 1-0 503 885 8605 hone 2. " .. t ,i Ix 503 885.1206 www.lwi.com 7:\07132\00S22.dwg,2/22/2008 11:37:13 AM QED �.�; 15 // 17e0911,-,4, J _ / \\ TRUSS GIRDER PER PLAN ///� c'y4) Y 2 6 1���,4, `=� OUTRIGGER PER /� S C. VAN J 11111111111■ .„ , 3 16 , r/ - - \ . EXPIRES 6-30-08 1451~ �,--��, jl'i. 2 X 4 SLKyG.. Wj 11�d TO P~= _1 �� , I! - VERTICALS EDGE NAIL ROOF \ j/ I� �- SHEATHING. E T /j � \ TRU55 GIRDER f" ''' ___ _.„.„---1\ � A'' __ AND SHEAR WALL __ .... 3/8 MG. PLATE X ____ COLUMN WIl7TH PLUSS 1" 1/s ,,,,,, .-= r I► X COLUMN DEPT AIIIIINIPdll 3/16 D TRUSS GIRDER • 1 PER PLAN COLUMN PER PLAN D BUILT UP BLKG.*--.''''''''''-111111111r .1� 3/t6 �-�'� %'� PER TRUSS GIRDER LINE OF WALL ►i �='i! CO- % � �� PER PLAN -TYP. SHEAR WALL PER TOP PLATE ! r%'' SIM CONDITION BEYOND -SPLICE li ---%-!r /-CO _ I►► PLAN -RUN STUDS WITH SIMPSDN I ill% 1 " FLAT �/ ► j FULL HEIGHT. PECK "'MSt6ra" 1 All _ ZX BLKG. i� ROOF TRUSSES DO NOT SPLICE SMILE Y I /� PER PLAN � -t,WELD SIMPSON "HUC" '' _` SIMPSDN "H3'" E T T L ! N TO COLUMN ON FAR j' _ AT EACH TRUSS �_ --.__ i 8 r C h" i t e c t S SIDE FOR HEADER r" 4" 8" • • • 11 1/4 X 4 X 8 SIDE PLATES FRAMING IN ABOVE AND BELOW W/ 3/4" �!="� DIA. BOLT r"—a 4. FRAMING D CONTINUE TRUSS GIRDER. WS23-4 1" = 1'-ra'i 4412 SW CORBETT AVE. CONT. 1 3/4" X i1 "1j8" 1/4" X 8" X $" KNIFE PLATE IN I� 1/2" X COLUMN WIDTH X � PER PLAN TIMBERSTRAND LSL �l� 3/8" SAW KERF WITH (2) 3/4" DIA. I 4" BEARING PLATE BLKG. AND PORTLAND,OREGON 97201 BOLTS. COUNTERSINK BOLT illa.'f i STRAPPING TO LEDGER W/ (4) 16d AT , HEADS 1"MAX, PLACE TOP BOLT , I ed r 3/16 END OF WALL SIMPSON "CMSTCi6" STRAP EACH STUD PHONE:{503)248-9170 IN 1 1/2 VERT. SLOTTED HOLE �I! —HEADER PER PLAN -NAIL SINKERS AND CI) i6d6) FAX: {503}248-0223 �1t1l1�� /h19!f� „ 11 SINKER Al 6 O.C. TO II - TRUSS GIRDER PER PLAN I i/2" ERG. PLATE X WALL BLKG. �- i COLUMN WIDTH X 4" _ \�`` SIMPSON "1-026" --- SEE FOR HANGER '� -� MORE FO. \/`-- ` -\ 0 9 FRAMING DETAIL R DOTAL FRAMING 1E1AIL ' \\\ -_ TYS23-1 i n = 1"_0i TVS23-2 1" = i'-0" TV523-3 14 = 1'-01 i I I 1 " -�y 1 ......„..r.......„.... .._. :=1........... 16d AT 8 O.C. SIMPSON "MSTC40" DECKING TO BLKG =; EDGE NAIL ROOF I �; TRUSS GIRDER STRAP. NAIL EQUALLY CRICKET BUILT UP BLKG. SIM. TO �� /.� 1/��� PER PLAN TO GIRDER AND WALL FRAMING PER -NAIL VERt. WITH (3) 16d �.-%,,�I/'' SHEATHING Al WALL 16d EACH PIECE AT DECKING AND ( 1 PLAN AT EA. TRUSS CHORD f f,, r� SUPPORT` SHEATHING PER I-�,� 1/�„ 1 ► A' ► :.►.i PLAN i'- i �." ��=-—`11 1'''�EDGE NAIL ROOF - --.. _ I �~`- r--------- .., 1 -�:.r..�►� k`�! SHEATHING AT --_ _ _ _�_ ___.��_.._ _ ... _- _ _ - V I I � '�'�► ''�' 11 WALL -0._ / ,-�� . '„� T EDGE NAIL ROOF _ ! ROOF i/4" X 4" SIDE PLATES. v S Orb HEATHING AT PONY i! WITH 3/4" DIA, THRU BOLL i " "r WALL !� PLAN PSEE© I z • / 1-•rd ± , ----- : '_----=:r ,. i' FOR MORE F 1 ...-..J`\ 0 ►�.� INFO. < I 1 g 0 • ' PONY WALL, FRAME OVERF-AMING WITH 2 X 4 STUDS AT 0 • .`Ir• .�i' PER`", "" STD TRUSS PER �1 E=4 ',el' 8 16. O.C.. SHEATH P R PLAN E=1 1.-64- SEE �! • �� SHEAR WALL TYPE -- =` FOR _ FULL H?. STUD • WALL ..DO Not j \..... MORE INFO. • ! \/` SPLICE STUDS AI 1 k==1 Z ;0E; g • BLTD °' SIMPSON "MSTG4Q>" ' ` • . OR TRAP. NAIL W (2) ROWS OF 16d AT _ MORE INFO EQUALLY TO WALL 8 Q.C. STAGGERED . 14<4 ` ABOVE AND BELOW--.,, s��t .. • FRAMING D E1AIL Cl FRAMING DETAIL. 0 _________- -. SHEAR WALL ri 14" •• WS23-8 1" f'-Q�". �r t u V:4 De) E=1 PER PLAN -DO I « - 2 ws23-q 1 1-�NDT SPLIGE ►--: WALL STUDS : ( _ 1110.— EXTEND STRAP ONTO HEADER /�r- EDGE NAIL ROOF AND NAIL WITH (15) it d NAILS CONTINUOUS SIMPSON "CS16" STRAP e4 SIMPSON "MSTC4ra" HOEDOWN STRAP. NAIL SHEATHING AT (2) SIMPSON "H3" EACH MINIMUM WHEN SPLICING STRAP CONTINUE STRAP -NAIL WITH Cl 10d EACH PAIR OF • EQUALLY TO WALL ABOVE AND BELOW. SHEAR WALL TRUSS, 0) EACH CHORD MEMBER, ORIENT AWAY AND MIN. ROOF" HOLES RUN STRAP CONT. FOR � WRAP AROUND TOP OF WALL AS REQ'D. ■` FROM EXPOSED PART OF EXTENT OF BUILT UP • 0 TRUSS BLKG. ,` STUD WALL PER PLAN _ _ _ __ _ _ FRAMING DETAIL ,,!! _ __ _ _ _ WS23-5 1/2' = 1'-rd" 6 FRAMING DETAIL. ,, -PROVIDE (f) STUD AT TRUSS '�=Inimanommaiiiiiii ►��,���--�—�?-_—�` WS23-6 1" = 1'-0'i LOCATION, ADD STUDS TO WALL AS REQ'D. PROVIDE 2 X 6 FLAT �' BLOCKING CONT. ABOVE AND RANG D1AII BELOW WINDOWS FOR STRAP SIMPSON "C516" COIL STRAP 523_1 1" = 1"-0'1 ~-FLAT 2 X 6 NAILING -EDGE NAIL WALL CONT. TOP AND BOTTOM OF BLKG. SHEATHING AT BLOCKING WINDOWS -NAIL STRAP WITH 10d NAILS AT 4 1/4" D.C. I HEADER PER PLAN BUILT UP BLKG. PER 2X6FLA %1 /_ ,____-1 T BLOGKING (3 X 6 MIN. . 2 X 6 FLAT BLOCKING (3 X 6 MIN. ON EDGE AS NOTED IN SCHEDULE) 621°"'*" ON EDGE AS NOTED IN SCHEDULE) r tilk. . . . . . _._. 12 SHEAR WALL ELEVATION FRAMING DETAIL. ammommwom .- st 52.3 I SHEARSTRAP3 1 1 ra �' = ii " r '._.._" -"`..._'".�.._'� CONT. DOUBLE 2X ," = " ,,/,______ WS23-14 f = 1-(d SILL PLATE -NO SPLICES 1 FULL HEIGHT KING • • SIMPS©N ':CS16" STRAP STUDS PER PLAN • . • t � { -RUN 8'-0" ON WALL WITH PRO3ECr: CONT. DOUBLE SILL PLATE i I I Ci) grad EA. PAIR DF HOLES (NO SPLICES) TYPICAL • TY; cI /2\IAL SIMPSON "C51 " STRAP Ml ®��- ®�® = =-__ -=_-=--- - - -- _ c PROVIDE 3 X 6 MIN. BLOCKING - ������� ���L LC AND STUDS WHEN NOTED IN HEADER • PER PLAN SHEAR WALL SCHEDULE SIMPSON "CS16" STRAP ji l , / OATS JAN. 21,2008 NOTES: FLAT 2 X 6 BLKG 1.) SHEAR WALL TYPE INDICATED ON PLAN NOTES NAILING -CONTINUE BLOCKING AND SIMPSON "HUC" HEADERS BETWEEN OPENINGS AS INDICATED BY HATCHED AREA. STRAPPING 8'-0" MIN. HANGER PER PLAN 2.) NAILING OF SHEATHING BQVE AND BELOW.STRAP LINE/OPENING • TO BE PER SHEAR WAL SIMPSON "HUGS" BUILT UP HANGER • 3.) PROVIDE 3X BLOCKING AND STUDS AS NOTED BY SHEAR WALL SCHEDULE. BLOCKING PER Aft 4.) SPLICE ALL 'CS' STRAPS AT HEADERS ONLY. AIL EACH STRAP TO W ./'`----•- HEADER WITH 05) led NAILS MINIMUM. SEE f 1 I SHEAR WALL. ELEVATIQN 12 SHEA WA� L ELEVATION - le FRAMING DETAIL 5.) LOCATE 'C' STRAP ON OUTSIDE FACE OF WAL AND RUN FULL LENGTH SHEARSTRAP2 1" = i'-ra'i SHEARSTRAP 1" = 1'-0" ABOVE AND BELOW OPENINGS UNLESS NOTED OTHERWISE ON PLAN. 2« 2« TRUSS PER PLAN 2, WS23-'1 1" = 1'-0" 10 . •S2 3 LEWIS & VAN VLEET INC. �,,j WALL `' 15 FRAMING DETAIL. 111.H:,,,,,,, CONSULTING, ENGINEERS SHEAR i�IAL.L. ��� X A��ON 2 WS23-10 1/4" = 1'-?�'i W523-15 1" = i'-O'i 18660 sw boones ferny rood 2« ualotin, Oregon 9708' 503 885.8605 phone 503) 885.1206 fax www.lwi.com 7:\07132\00S23.dwg,2/22/2008 11:37:41 AM f - . TRUSS PER Ai - W ► tiAll#,$1 41P5,81°:1,444,4:(2) �3 X 12 D.F. SELECT p STRUCT. TOP CHORD DIACONAL WEB PER- -----------: EzEsssaaseaaamessassismaiszeasme)kr -PROVIDE FULL � 1111111 W7/ SIM. SEARING AGAINST , 112111 F O.N. Pf �R 'GON PERT. WEB 75:, g Wig �, VERT: WEBS PER G<r 1g� w•-� -RUN CONT. TO •. ��s 26 ,4*\• fir• BOTTOM OF c• V pN 4 X 10 D.F. •`-�.. ' BOTTOM CHORD SEE Q FOR MORE INFO. . SELECT. STRUCT. . e� EXPIRES 6-30-08 titrol WEB TYP. oa'�w O.N. �M� -- - -- 4" 40 \1� " " 1/4" SIDE PLATE W/ __ •, „ __ ffi... / / \ 4 4 (2) 3/4" DIA. BOLTS 4 X 10 SELECT =_ ., , = +:, 12..- �4 SET. r.._ . s ' BAEUi •sue: -`al '�► 4 ' _ 3 1 4" 1 4" SIDE PLATE W = • ' 1• �� S; I :4L LSTRUCT. _ I •-- '•�-. (2) IACE5 ; • i sj SEE ARCH. FOR TRU55 _ `� . I I .V CHORD �� DIMENSIONS/LAYOUT i '' ., .1 __ ,A, L ` ; J 3., t0 H L 3.. _at. -- ., -- I:, C4) 3/4 DIA. BOLTS -' T -3- BRACE TRUSS - �� 8.. BOTTOM CHORD PER ah, /2/ / TO BOTTOM CHORD 11 80 THIS LOCATION AT ALIGN TRUSS .,�,. BOTTOM CHORD TO RUN ALIGN TRUSS INTERIOR TRUSS (NOT MEMBERS AT BOTTOM CHORD P E C K REQUIRED AT A POINT S1 LICE THIS LOCATION A POINT At EXTERIOR TRUSSES) R.. - I/4" X 3" SIDE PLATES PO NOT SPLICEATION. SMILE Y WITH 3/4" DIA. THRU BOLL ii TRESS ELEYA1ION E T T L 1 N 1/4" X i 1/2" X SLOPED BRACE A WS24-1 1/4" = 1'-011 HEIGHT PLATE WITH (2) 5/16" DIA. en_ EQ. TRUSS DETAIL arch i t e c t s 4 TRUSS DETAIL.X 2 1/2" LAG BOLTS TOP AND , WS24-3 i" = i'-0" BOTTOM Iiiil EQ. . lir ws24-4 1' w 1'_2���i i/2" 1/2" 3_ "'1. 4412 SW CORBETT AVE. a 3 i/2" PORTLAND,OREGON 97201 $,, i , /'► PHONE.FAX 248-9170 TRUSS BRACE DETAIL. FAX: (503)248-0223 �� 8 .PrIP' _ t WS24-8 1" = 1'-0" 1 DO NOT SPLICE TOP TRUSS PER 11 4 CHORD THIS LOCATION 10 -- ' CHORD SPLICE u •'� ---�.._ « THIS LOCATION 142V Wg 3 i - . �' ALIGN TRUSS . I DIAGONAL WEB PER MEMBERS AT rA • -PROVIDE FULL.F . SEE FOR MORE INFO. -- _ A POINT BEARING AGAINST CHORD SPLICE Ali- I ( ` ,3$` li: VERT. WEB THIS LOCATION 1111 3" -NO SPLICE AT 3a I i 4' 1 NE'F.. `S, S w 50,628' 2 x r- 4,7 PLUMBING SYMBOL LIST GENERAL. N TE , 2 ..':WATER SERVICE k C -,, * This is a standard list and not all symbols and abbreviations may be used. �v Ym Y A. CONDITIONS SHOW ON THE PLANS RELATIVE TO THE WORK TO BE PERFORMED ARE BASED ON THE BEST EXPIRES 12-31-09 C ALGULATIONS VALVES ABBREVIATIONS INFORMATION AVAILABLE BUT ARE SUBJECT TO PRIVATE PRIVATE C75) VERIFICATION. VERIFY LOCATIONS AND ELEVATIONS OF MM. INDIVIDUAL TOTAL HOT GENERAL AFF ABOVE FINISHED FLOOR UTILITIES TO BE CROSSED OR CONNECTED. CORRECT DWELLING DeenFornoN DWELLING _ UNITS WATER DEFICIENCIES CAUSED BY FAILURE TO PERFORM SUCH _ BFP BACKFLOW PREVENTER VERIFICATIONS AT NO EXPENSE TO OWNER. 1 CLOTHESWASHER, DOMESTIC 4.00 4.00 3.00 I/1 CHECK VALVE IMMEDIATELY NOTIFY ARCHITECT AND ENGINEER OF 1 TURN-OUT WASHER, COMMERCIAL 4.00 4.00 3.00 BFF BELOW FINISHED FLOOR CONDITION IN CONFLICT WITH THE DETAILS/PLANS. 1 DISHWASHER, DOMESTIC 1.50 1.50 0.00 1 HOSE BIBB 2.50 2.50 0.00 ------KR QUARTER TURN VALVE CD CONDENSATE DRAIN B. PROVIDE PIPING, EQUIPMENT AND MATERIALS PER 5 HOSE BIBB, EACH ADDITIONAL 1.00 5.00 0.00 PLUMBING SPECIFICATIONS AND ACCORDANCE WITH 3 KITCHEN SINK, DOMESTIC 1.50 4.50 3.38 CO CLEAN OUT APPLICABLE PLUMBING CODE, REGULATIONS AND • GCI GLOBE VALVE STANDARDS PER AUTHORITIES HAVING JURISDICTION. 1 EMS SINK 2.00 2.00 1.50 COTG CLEAN OUT TO GRADE 9 LAVATORY 0.50 4.50 3.38 C. PROVIDE GAS SHUTOFF VALVES, PRESSURE REGULATORS 2 SERVICE SINK OR MOP BASIN 1.50 3.00 2.25 FITTINGS CW COLD WATER 5 SHOWER, EACH HEAD 2.00 1 0.00 7.50 AND UNION (OR CODE APPROVED APPLIANCE 8 W A T E R CLOSET, 1.28 GPF, FLUSHOMETER V A L V E 5.00 40.00 0.00 DIA DIAMETER CONNECTORS) AT CONNECTIONS T O ALL GAS-FIRED P E C K EQUIPMENT. PROVIDE REGULATOR RELIEF VENT PIPING M 1 L E Y 4 DRINKING FOUNTAIN 0.50 2.00 0.00 LU o PIPE RISE TO ATMOSPHERE WHERE REQUIRED BY CODE. $ 2 URINAL .5 GPF, FLUSHOMETER VALVE 4.00 8.00 0.00 ELECT ELECTRICAL T O T A L FIXTURE UNITS 81.00 24.00 D PIPE DROP FD FLOOR DRAIN D. COORDINATE INSTALLATION OF PIPING BELOW AND E T T L I N FLOW IN GPM 61 17 ABOVE GRADE WITH STRUCTURAL COMPONENTS AND architects TRUCK FILL FLOW IN GPM 50 FT FEET OTHER SYSTEM INSTALLATION. TOTAL GPM REQUIRED 111 0 TEE UP ON PIPE FS FLOOR SINK E. LOCATE ALL VALVES FOR SERVICE ACCESSIBILITY. MINIMUM DAILY SERVICE PRESSURE 55 Psi STATIC HEAD LOSS .434 /FT X Psi - TEE DOWN ON PIPE GAL GALLONS F. ALL PIPING INSTALLED IN EXTERIOR WALLS TO BE 44 I 2 SW CORBETT AVE. / 1 o FT HGT. 4.34 P WATER METER PRESSURE DROP 2" METER SIZE 4 Psi ROUTED IN WARM SIDE OF WALL INSULATION. PORTLAND,OREGON 97201 BACKFLOW PREVENTER 2-1/2n Ames 2000ss 3 Psi GPH GALLONS PER HOUR PHONE:(503)248-9170 CONTINUATION PRESSURE REQUIRED AT FIXTURE 35 Psi G. COORDINATE LOCATIONS OF ALL FIXTURES, EQUIPMENT, FAX:(503)248-0223 GPM GALLONS PER MINUTE ROOF DRAINS AND DOWNSPOUTS WITH ARCHITECTURAL PRESSURE AVAILABLE FOR DRAWINGS. CAP HD HEAD FRICTION LOSS, a - b - c - d - e 8.66 Psi H. LO TL HOU TOTAL EQUIVALENT PIPE LENGTH HOSE BIBB HP HEAT PUMP MINIMUM CAE ALDISTANCE VENT T REQRUIRED GH BY ROOF CODE NOT FROM LESS ANY THAN HVAC 200 X 1.25 250 ft II EQUIPMENT WITH AIR INTAKE. HP HORSE POWER MAXIMUM FRICTION LOSS PRESS. AVAIL. X 100'/EQUIV. LENGTH 3.460 Psi I WALL CLEANOUT HTG HEATING I. ALL EXTERIOR HOSE BIBBS TO BE MOUNTED AT 24 INCHES ABOVE FINISH GRADE (UNLESS SPECIFICALLY SERVICE SIZE FROM METER TO BUILDING 2-1/2" HTR HEATER NOTED OTHERWISE). 0 D4 FLOOR CLEANOUT HW HOT WATER J. ALL PENETRATIONS OF FIRE RATED ASSEMBLIES SHALL BE SEALED WITH APPROVED MATERIALS. COTG CLEANOUT TO GRADE HWR HOT WATER RETURN ID INSIDE DIAMETER K. ALL DOWNSPOUT AND STORM DRAIN RISERS TO BE SANITARY DRAINAGE 2005 OM FLOOR DRAIN PROVIDED WITH CLEANOUT AT BASE OF VERTICAL IE INVERT ELEVATION LEADER OR ON GRADE. CALCULATIONS L. INSTALL TRAP PRIMERS FOR FLOOR DRAINS IN ® FLOOR SINK IN INCHES LOCATIONS ACCESSIBLE FOR MAINTENANCE AND C::1 FIXTURE VTR LBS. POUNDS APPROVED BY THE ARCHITECT. 0 QVMM__ TABLE 7-3 (o; VENT THROUGH ROOF let 44 TOTAL LP LIQUID PROPANE M. INSTALL WATER HAMMER ARRESTERS AT LOCATIONS /� PUBLIC PUBLIC FIXTURE APPROVED BY CODE AND/OR PER MANUFACTURER !J Fig Z DWB L,NO L_ DWR 1Q UNITS PIPING SYSTEMS, MIN MINIMUM RECOMMENDED INSTALLATIONS. PROVIDE WITH ACCESS z PANEL IF CONCEALED IN WALL OR IN CEILING. 0 1 CLOTHESWASHER, DOMESTIC 3.00 3.00 N/A NOT APPLICABLE ill 5 § ----- COLD WATER PIPING N. COORDINATE COLOR AND FINISHES OF ALL PLUMBING 1 TURN-OUT WASHER, COMMERCIAL 2.00 2.00 NIC NOT IN CONTRACT 3 KITCHEN SINK 2.00 6.00 FIXTURES, FAUCETS, AND TRIMS WITH THE ARCHITECT 014 PRIOR TO INSTALLATION. 44 9 LAVATORY, SINGLE 1.00 9.00 C) SERVICE SINK OR MOP BASIN, 3" TRAP '-"'-""-' HOT WATER PIPING NO. NUMBER 2 SE 0.00 0.00 0. w 5 SHOWER, STALL, 2" TRAP 2.00 10.00 NTS NOT TO SCALE COORDINATE ALL CLEANOUT LOCATIONS AND FINISHES Ca lzuel al 8 WATER CLOSET, 1.28 GPF, FLUSHOMETER VALVE 3.00 24.00 G GAS PIPING (2#PSI) WITH THE ARCHITECT PRIOR TO INSTALLATION. 2 URINAL, .5 GPF, FLUSHOMETER VALVE 2.00 4.00 OC ON CENTER 04 _ .444 1 D CONDENSATE PIPING OD OUTSIDE DIAMETER - j 2 _. TOTAL 54.00 PIPE SIZE 4" PD PRESSURE DROP II4 In A COMPRESSED AIR PIPING 00 PRV PRESSURE REDUCING • VALVE - - RWH RAIN WATER HARVEST wool COLD WATER PIPING PSI POUNDS PER SQUARE INCH GAS CALCULATIONS QTY QUANTITY ------ ---�-�-� SANITARY PIPING BELOW NO.OF BTU/HR TOTAL GRADE OR FINISHED FLOOR RWH RAIN WATER HARVEST FIXTURE DESCRIPTION RXT. INPUT EfTWHFI IQTCh�t EQUPI�fT SF SQUARE FEET SANITARY PIPING ABOVE RANGE 1 75,000 75,000 GRADE OR FINISHED FLOOR SOV SHUT OFF VALVE GAS BBQ 1 50,000 50,000 SP STATIC PRESSURE ONLY REFERENCE ,...„. , •, =,, ---PW--- PUMPED WATER PIPING NOT APPROVED WITH THIS PERMIT RB-1 RADIANT BURNER 1 80,000 80,000 SW SOLAR WATER RB-2 RADIANT BURNER 1 80,000 80,000 RB-3 RADIANT BURNER 1 80,000 80,000 "SD- - STORM DRAIN PIPING TEMP TEMPERATURE RB-4 RADIAN BURNER / 4\ 1 80,000 80,000 BELOW GRADE OR FINISHED FLOOR TP TOTAL PRESSURE ■ PLUMING EOU1PMENT V VENT PERMIT SET WH-1A DOMESTIC WATER HEATER 1 199,000 199,000 SANITARY VENT PIPING WH-1 B DOMESTIC WATER HEATER 1 199,000 199,000 W/ WITH SYMBOLS & WH-1C DOMESTIC WATER HEATER 1 199,000 199,000 -SW- SOLAR WATER PIPING WC WATER COLUMN ELECTRICAL EOUPMENT LEGENDS - W/O WITHOUT DRAWING INDEX 2#PSI EMERGENCY GENERATOR 1 1,164,000 1,164,000 _._. P _. LIQUID PROPANE PLUMBING TOTAL DBAAND WTU} 2,206,000 PO.1 SYMBOLS & LEGENDS - PLUMBING TOTAL DBAid•D(G- ) 2,173 / / BELOW GRADE PIPING P0.2 SCHEDULES - PLUMBING r.--cr. 2602 P2.1 FIRST FLOOR PLAN - PLUMBING SIZING BASED ON 2007 OREGON MECHANICAL SPECIALTY CODE P2.2 ENLARGED FLOOR PLANS -PLUMBING DRAMs tite ---FW-- FIRE WATER PIPING 2 PSI SUPPLY PRESSURE WITH 1 PSI PRESSURE DROP 200 FEET DEVELOPED LENGTH P3.1 DETAILS - PLUMBING OIRMIN VN - FDC---- FIRE DEPARTMENT CONNECTION pA% 01 JARIARY 2008 1-1/2" 3,610 1-1/4" 2,410 1" 1,170 PLUMBING EQUIPMENT A\ 02.01.0& APPEHP,M 1 3/4" 642 1/2" 318 Contact Victoria Haynes Project 2007-0432 w v INTERFACE , 0 ENGINEERING w ca a 708 S.W.3RD AVE.,SUITE 400,PORTLAND,OR 97204 i PHONE 603.382.2266 FAX 603.382.2262 0 / FILE: 0432P01.DWG - P0.1 I EDIT: 2/13/2008 4:43 PM BY VICTORIAH I PLOT: 3/24/2008 11:27 AM BY KEN SPENCER PLUMBING FIXTURE SCHEDULE PLUMBING FIXTURE SCHEDULE PLUMBING EQUIPMENT SCHEDULE �c ,NEF,, s - 0 c- 50,628' "Z- CONVECTION 11ON SYMBOL DESORPTION ELECTRICAL c 1- v0' 0 _ _ DFIt�y _ _ _ 1et v Lqw j_ SYM301_ DESCRIPTION W v CW MN _ . V �-`> 4 V V r r S 1, BWV-1 BACKWATER VALVE: EXTENDABLE TYPE WITH ACCESS FOR MAINTENANCE. 4" --- — --- S-2 DECON SINK: CUSTOM FABRICATED 18GA STAINLESS STEEL SINK, ROUGH—IN AND 2" 1-1/2" 3/4" 3/4" AC-1 AIR COMPRESSOR: GENERAL USE WITH FLEX LINE HOOKUP 5 HP 2 v��� QUINCY TV-5-60 AIR COMPRESSOR, MINIMUM 175 PSI OPERATING PRESSURE. 208V REPLACEABLE PVC FLAPPER /� CONNECT BY PLUMBING CONTRACTOR. SEE ARCHITECTURAL DRAWINGS FOR DETAILS. Q Q • CLEAN CHECK RECTORSEAL ,96924 1` PLUMBING CONTRACTOR TO FURNISH THE FOLLOWING: QUINCY 18HSE DRYER (PLUG—IN TYPE) 1 PHASE I EXPIRES 12-31-09 Er--1 EXPANSION TANK: 4.4 GAL. CAPACITY, WELDED STEEL --- --- SEE --- FITTINGS: SUPPLIES, STOPS, P—TRAP, JUST J-35 STRAINER. CONSTRUCTION, HEAVY—DUTY BUTYL DIAPHRAGM, SEPARATE DWGS FAUCET: T&S 60133—B PRE—RINSE UNIT ON T&S B-109 WALL BRACKET. EWC-1 ELECTRIC WATER COOLER: ADA COMPLIANT, WALL HUNG, BI—LEVEL 115 V RIGID POLYPROPYLENE—LINED WATER RESERVOIR, AIR—CHARGING VALVE LOW—FLOW PRE—RINSE ASSEMBLY, ZURN AQUASPEC Z80000—PR1. UNIT, HEAVY GAUGE STEEL CABINET, BAKED—ON ENAMEL, STAINLESS 4.0 AMP AMTROL ST-12 S-3 BAR SINK: SINGLE COMPARTMENT, 18 GAUGE STAINLESS STEEL, 2" 1-1/2" 1/2" 1/2" STEEL TOP, FLEXIGUARD BUBBLER, FRONT PUSHBAR, FILTER 1 PHASE • REMARKS: PRE—CHARGE PER MANUFACTURER'S RECOMMENDATIONS. SOUND DEADENED, 15 IN. LEFT TO RIGHT BY 17 IN. FRONT TO BACK SYSTEM, AUTOMATIC STREAM HEIGHT REGULATOR, 7.5 GPH ET-2 EXPANSION TANK: SAME AS ET-1. --- SELF—RIMMING, 4 IN. CENTER, TWO HOLE, LK-35 CUP STRAINER. CAPACITY AT 90F AMBIENT/80F IN/50F OUT. FD-1 FLOOR DRAIN: CAST IRON BODY WITH ADJUSTABLE ROUND 2" SEE --- --- ELKAY LRAD-1517-6-1/2 IN. DEEP ELKAY ERPBM28K POLISHED NICKEL BRONZE TOP. STRAINER DIAMETER 6 IN. DWG. FITTINGS: SUPPLIES, STOPS, P—TRAP, CONTINUOUS WASTE. FITTINGS: 1-1/4 IN. BY 1-1/2 IN. P—TRAP, SCREWDRIVER STOP, VANDAL—PROOF SCREWS. PROVIDE WITH P—TRAP. PRIME. INSULATE P—TRAP, SUPPLIES, AND STOPS. INSULATION TO BE AND TUBING SUPPLIES. J,R. SMITH 2005—A SIMILAR TO "TRAP—WRAP" BY BROCAR PRODUCTS INC. CARRI R: HANGER PLATE _ FS-1 FLOOR SINK: 12-1/2 IN. SQUARE TOP, 10 IN. DEEP, HEAVY C A S T IRON 6" 3" --_ --- FAUCET: KITCHEN DECK/SINGLE HANDLE TYPE, 8" CENTERS, CP-1 CIRCULATION PUMP (RWH): BRONZE BODY, IN—UNE, OIL—LUBRICATED, CARTRIDGE PUMP FURNISHED 1 1 5 V P E C K WITH ACID—RESISTANT COATING INTERIOR, NICKEL BRONZE RIM AND SWING SPOUT, AERATOR, HAND SPRAY. WITH HORIZONTAL, RUBBER MOUNTED ODP MOTOR. MOTOR SHALL INCLUDE BUILT—IN 1.1 AMP SMILE Y 1/2 GRATE, C A S T ALUMINUM DOME BOTTOM STRAINER. D E L T A 140—WF OVERLOAD PROTECTION AND BE UL LISTED. 5 GPM A T 10 FT. OF HEAD. 1 PHASE E T T L I N NO PLASTIC ALLOWED. REMARKS: PROVIDE HOT WATER AND WASTE CONNECTION FOR DISHWASHER. BELL & GOSSETT LR-15B arch i t e c t s J.R. SMITH 3160 SH-1 SHOWER: ONE PIECE 36"x36" (INSIDE DIMENSION), 2" 1-1/2" 1/2" 1/2" CP-2 CIRCULATION PUMP (SOLAR WATER HEATING SYSTEM): SAME AS CP-1. HB-1 WALL HYDRANT: NON—FREEZE, BOX TYPE, ANTI—SIPHON, --- --- 3/4" ---- FIBERGLASS STALL, NON—SLIP FLOOR, WITH FOLDABLE SEAT, AUTOMATIC DRAINING, CHROME FINISH ON BRASS CASTING, STAINLESS STEEL GRAB BAR, 1/2" PRE—INSTALLED REMOVABLE THRESHOLD TO MEET CP-3 CIRCULATION PUMP (UV FILTRATION SYSTEM): SAME AS CP-1. HOSE CONNECTION WITH INTEGRAL VACUUM BREAKER, ADA REQUIREMENTS. FACTORY INSTALLED THROUGH—BOLTED CURTAIN ROD (ECROD-38T8) PORTLAND,4412 N ,ORE OREGON 97201 "T" HANDLE KEY, LENGTH AS REQUIRED BY WALL THICKNESS. FIBER—FAB 38—H1 OR APPROVED EQUAL. CP-4 CIRCULATION PUMP (HOT WATER RECIRCULATION): POINT OF USE, WITH TIMER. 115 V PHONE:(503)248-9170 FAX: (503)248-0223 WOODFORD MODEL 65 SERIES SHOWER VALVE/HEAD: C.P. METAL, PRESSURE BALANCED TYPE, WITH HOT AND COLD WATER CONNECTIONS. HB-2 HOSE BIBB: POTTER ROEMER MODEL #4110 --- --- 1-1/2" --- BLADE HANDLE, HANDHELD SPRAY WITH SOAP BUTTON ON A:UTOCIRC ACT-303—BTW SEE DETAIL 8/P3.1 60" FLEXIBLE METAL HOSE ON WALL ELBOW, VACUUM BREAKER GD-1 GARBAGE DISPOSAL: STAINLESS STEEL SINK FLANGE, GRIND CHAMBER, SHREDDER RING, AND 1/3 HP IM-1 ICE MAKER BOX: POWDER COATED ROLLED STEEL, 1/4 TURN BALL VALVE WITH 1/2 INCH --- --- 1/2" --- AND 24" SLIDING/GRAB BAR. 1.5 GPM SHOWER HEAD (ZURN Z7000—S9) TWO 360' SWIVEL IMPELLERS. CONTINUOUS FEED, AUTOMATIC REVERSING SPLIT PHASE MOTOR, 120 V COPPER (SWEAT) CONNECTION. DELTA T13H153 CORROSION PROTECTION SHIELD, SOUND ABSORBING UPPER SHELL, UL LISTED 1 PHASE GUY GRAY MIB-1 SH-2 SHOWER: ONE PIECE 36"x36" (INSIDE DIMENSION), FIBERGLASS STALL, 2" 1-1/2" 1/2" 1/2" IN—SINK—ERATOR, BADGER 1 6.7 AMP L-1 LAVATORY: COUNTERTOP, 20 IN. BY 17 IN. OVAL, FRONT OVERFLOW, 1-1/2" 1-1/2" 1/2" 1/2" NON—SLIP FLOOR, 1/2" PRE—INSTALLED REMOVABLE THRESHOLD TO MEET ADA REQUIREMENTS. GSV-1 GAS SOLENOID VALVE: ALUMINUM OR BRASS VALVE BODY, AC ELECTRICALLY 24 V SELF—RIMMING, VITREOUS CHINA. FIBER—FAB 38—BF OR APPROVED EQUAL. ACTUATED DIAPHRAGM, NORMALLY OPEN, NEMA 1, CSA AND UL429 LISTED FOR GAS SERVICE. 1 PHASE BRIGGS 6534 SHOWER VALVE/HEAD: C.P. METAL, PRESSURE BALANCED TYPE, ASCO "RED HAT" 8040 SERIES 2—WAY VALVE 3.5 AMP FITTINGS: 1-1/4 IN. BY 1-1/2 IN. P—TRAP. SUPPLIES AND STOPS. BLADE HANDLE, HANDHELD SPRAY WITH SOAP BUTTON ON 2 WATTS FOR ADA COMPLIANT, PROVIDE INSULATION KIT TO P—TRAP 60" FLEXIBLE METAL HOSE ON WALL ELBOW, VACUUM BREAKER UV-1 ULTRA VIOLET WATER TREATMENT: 3 GPM MAXIMUM CAPACITY, 10"x6"x19", 120V AND SUPPLIES. SEE SPECIFICATIONS. AND 24" SLIDING/GRAB BAR. 1.5 GPM SHOWER HEAD (ZURN Z7000—S9) 304 STAINLESS STEEL CABINET HOUSING, TEMPERATURE SAFETY CONTROL, 1 PH FAUCET: LEVER HANDLE TYPE, 4 IN. CENTERS, C.P. METAL ....;,,` ;� ,� ,mow All II. i�,�,�,�,�, 316LSS TREATMENT CHAMBER. 48 AMP HANDLE, 3/8 IN. O.D. COPPER TUBE INLETS, VANDAL—RESISTANT SI-1 SMOOTHING INLET: RAINWATER HARVESTING SYSTEM. STAINLESS STEEL. 4" --- -- AQUAFINE SL-10A ' 1 WATER HEATER: INSTANTANEOUS GAS TYPE. MANUAL RESET HI LIMIT, INLET OUTLET THERMOMETERS, 0 0.5 GPM AERATOR, TEMPERATURE LIMIT STOPS, NO LIFT ROD HOLE, 4 J.R. SMITH RH953OS1 WH-1A / 120 V METAL GRID STRAINER, CHROME FINISH. SERVICE SINK: FLOOR MTh, 24" x 24" x 10", DURASTONE, SS STRAINER, 3/4" 3/4" WH-1B ELECTRONIC IGNITION, POWER VENT, CONTROLLER FOR MULTIPLE UNIT CONFIGURATION. 1 PHASE Net 44 DEL TA 523 WFHGM HDF RIM GUARDS 2" DRAIN. WH-1C 5.5 GALLONS PER MINUTE AT 70'F TEMPERATURE RISE. .92 AMP 9,M PROVIDE WATTS MODEL L-111 MIXING VALVE FOR MUSTEE 63 WITH 63.401 VINYL RIM GUARDS E .--. § 110 DEGREE HOT WATER SUPPLY TO PUBLIC LAVATORY. FAUCET: T&S B0133—B PRE—RINSE UNIT ON T&S B-109 WALL BRACKET. L-2 LAVATORY: WALL HUNG, VITREOUS CHINA, 20-3/4 IN. BY 18-3/4 IN., 1-1/2" 1-1/2" 1/2" 1/2" PRE—RINSE ASSEMBLY WITH T&S B-155—ADF ADD—ON FAUCET, CHROME PLATED. WP-1 WELL PUMP: STAINLESS STEEL, FLUID FILLED 4 INCH MOTOR, HEAVY—DUTY 1500LB. HEAVY DUTY 120V FRONT OVERFLOW, ANTI—BACKSPLASH. STORAGE TANK: 100 GALLON POLYPROPYLENE DAY TANK, SEE SEE THRUST BEARINGS, NEMA STANDARD MOUNTING. REMOTE MONITORING. 2 HP 04 RAINWATER HARVESTING SYSTEM) DWGS. DWGS. MECHANICAL CERAMIC TUNGSTEN CARBIDE SHAFT SEAL. 0 ( / 1.5 Kw z BRIGGS 6601 E w FITTINGS: 1-1/4 IN. BY 1-1/2 IN. P—TRAP. SUPPUES AND STOPS. 72"Hx30"D, TIE DOWNS, 8" UD, 120 LBS. GRUNDFOS MS 4000 C 0 FOR ADA COMPLIANT, PROVIDE INSULATION KIT TO P—TRAP BAILIFF ENT. VTN00100-30 AND SUPPLIES. SEE SPECIFICATIONS. ST-2 SOLAR STORAGE TANK: 80 GALLON, WITH THREADED STUD FOR ATTACHMENT OF SENSORS. ---- ----- SEE SEE 04 1 CARRIER: FLOOR MOUNTED WITH CONCEALED ARMS, RUUD #RSPER80—T DWGS. DWGS. 2 SMITH AS APPLICABLE. TD-1 TRENCH DRAIN: MODULAR POLYESTER POLYMER CONCRETE 4" 2" --- --- 1:E4 iket 114 FAUCET: LEVER HANDLE TYPE, 4 IN. CENTERS, C.P. METAL SECTIONS WITH HEAVY— DUTY LOCK—IN—PLACE CAST IRON GRATE. so WI HANDLE, 3/8 IN. O.D. COPPER TUBE INLETS, VANDAL—RESISTANT QUAZITE POLYCAST "HARDNOSE" 700 SERIES WITH DG0641 HEAVY 0.5 GPM AERATOR, TEMPERATURE LIMIT STOPS, NO UFT ROD HOLE, DUTY CAST IRON GRATE WITH LOCKING HOLD DOWN DEVICES. wool METAL GRID STRAINER, CHROME FINISH. FITTINGS: P—TRAP ADAPTERS AND CAPS, DELTA 523 WFHGM HDF CATCH BASINS WITH SEDIMENT BUCKET. PROVIDE WATTS MODEL L-111 MIXING VALVE FOR REMARKS: INSTALL PER MANUFACTURER'S RECOMMENDATIONS 110 DEGREE HOT WATER SUPPLY TO PUBLIC LAVATORY. AND SPECIFICATIONS. MS-1 SERVICE SINK: 28" x 28" x 12" HALF—ROUND TERRAZZO, FLOOR—MOUNTED, STAINLESS 3" 2" 3/4" 3/4" U-1 URINAL: SIPHON JET, VITREOUS CHINA, WALL MOUNTED, BATTERY 1-1/2" 3/4" --- STEEL FLAT STRAINER, MR-370 HOSE AND BRACKET, MR-372 MOP HANGER OPERATED SENSOR., TOP SPUD, STANDARD MOUNTING HEIGHT, 1/8TH GPF FAUCET: HOSE END SPOUT TYPE WITH INTEGRAL VACUUM BREAKER, ADJUSTABLE "AQUASENSE" HIGH EFFICIENCY URINAL ARMS WITH INTEGRAL STOPS AND WALL BRACE. INTEGRAL CHECK VALVES ZURN Z5798 REFERENCE ONLY • CHICAGO 897 CARRIER: FLOOR MOUNTED. NOT APPROVED WITH THIS PERMIT FLORESTONE MODEL 97 J.R. SMITH 0600 SERIES URINAL SUPPORT WITH SUPPORTING STUDS MS-2 SERVICE SINK: 23" x 22" x 14" STONE BASIN MOUNTED ON WHITE BAKED ENAMEL LEGS W/ 2" 2" 3/4" 3/4" AND BOTTOM BEARING PLATE. LEVELING FEET. U-2 URINAL: SAME AS U-1 EXCEPT MOUNT TO BE ADA COMPLIANT 1-1/2" 3/4" --- PERMIT SET FIAT FL-1 UV-1 ULTRA VIOLET WATER TREATMENT: 3 GPM MAXIMUM CAPACITY, 10"x6"x19", --- 1" --- SCHEDULES FAUCET: TWO HANDLES, THREADED SPOUT WITH VACUUM BREAKER, CHROME FINISH 304 STAINLESS STEEL CABINET HOUSING, TEMPERATURE SAFETY CONTROL, 316LSS TREATMENT CHAMBER, 120V, 1PH, 48 AMP. PLUMBING FIAT A-1 TUBING, P—TRAP, SUPPLIES AND STOPS AQUAFINE SL-10A MV-1 THERMOSTATIC MIXING VALVE: ROUGH BRASS FINISH, SWEAT CONNECTION ---- --- 3/4" 3/4" VRF-1 VORTEX RAINWATER FILTER: BELOW GRADE DOWNSPOUT FILTER WITH CLEANOUT, OVERFLOW I LEONARD TW-26-5 _, CONNECTION TO STORM AND CONNECTION FOR CISTERN COLLECTION. SEEPAGE BASKET I 2602 RPBP-1 REDUCED PRESSURE BACKFLOW PREVENTER: 110 GPM --- --- 2-1/2" --- J.R. SMITH RH9520-03 I ' AT 13 PSI DROP, STRAINER, BALL VALVE SHUT—OFFS, WATER CLOSET: WALL MOUNTED, FLUSH VALVE, 4" IS UNIONS, AIR GAP FITTING. ELONGATED 16-1/2 IN. HIGH BOWL, VITREOUS CHINA, SIPHON JET Gems 141 WATTS 009 QT—S ACTION, 1-1/2 IN. TOP SPUD, BOLT CAPS. �t►� 01 JAM,1+4R1'2008 PT-1 PRESSURE TANK: 45 GALLON 912.1 DRAW DOWN) HYDRO— PRESSURE TANK W/BASE. ---- ----- SEE --- SEAT: COMMERCIAL WEIGHT HEAVY—DUTY SOLID PLASTIC, OPEN STD MODEL: V140 DWGS. FRONT, STAINLESS STEEL CHECK HINGE, WHITE, ,/\ 02-08 ADDENDWI I S-1 KITCHEN SINK: DOUBLE COMPARTMENT, 18 GAUGE STAINLESS STEEL, 2" 1-1/2" 1/2" 1/2" WITHOUT COVER. 1 , SOUND DEADENED, 33 IN. LEFT TO RIGHT BY 21 IN. FRONT TO BACK CHURCH 9500C SELF—RIMMING, THREE HOLE, LK-35 CUP STRAINERS. FLUSH VALVE: 1.28 GAL. PER FLUSH, TOP SPUD. ELKAY LRAD-3321-6-1/2 IN. DEEP ZURN ECOVANTAGE Z5615 Contact F ►G • 'a _ T.' a—ict- •■ k • +4t, WC-2 WATER CLOSET: SAME AS WC-1 BUT ADA MOUNTING HEIGHT. 4" 2" 1" Victoria Haynes WM-1 WASHING MACHINE SUPPLY AND DRAIN: 1/2" NPT x 3/4" HOSE VALVE 2" 1-1/2" 1/2" 1/2" Project U) A CONNECTIONS WITH HAMMER ARRESTORS, 2" DRAIN CONNECTION. 2007-0432 Lu FAUCET: KITCHEN DECK/SINGLE HANDLE TYPE, 8" CENTERS, PPP MODEL MM-500—MLB. INTERFACE PO . 2 ¢� 8" SWING SPOUT, 1.5 GPM AERATOR, HAND SPRAY. ENGINEERING w cn a DELTA 440—WF 708 aw.3RD AVE.,sUITE 400,PORTLAND,OR 97204 0 PHONE 603.382.2266 FAX 5°3.382.2262 N REMARKS: PROVIDE HOT WATER AND WASTE CONNECTION FOR DISHWASHER. E3 FILE: 0432P02.DWG — P0.2 I EDIT: 2/27/2008 7:10 PM BY VICTORIAN I PLOT: 3/24/2008 11:27 AM BY KEN SPENCER F 3'1414 SHEET KEYNOTES K� N E 6' 0 PROVIDE WELL PUMP FILTER AND ALL APPURTENANCES 40 ROUTE CONDENSATE DRAIN FROM VACUUM PUMP TO ca 50,628' AND ROUTE PUMPED WATER BACK TO BUILDING DAY FLOOR DRAIN. PROVIDE 1" PVC TRAP.SEE 7/M3.1. L r- TANK. , 0- 0 1-6 KI2 . 37 ROUTE CONDENSATE DRAIN IN CEILING FROM BC G/�2 �, i l VENT UP THROUGH ROOF. SEE P1.3 FOR CONTROLLER TO SERVICE SINK. //k/ ,. ► 0- 4511i 4ED OVERFLOW TO STORM. SEE CIVIL SITE PLANS FOR Q CONNECT TO SITE UTILITIE . E CIVIL SITE PLAN CONTINUATION. � EXPIRES 12-31-09 22 OD A FEET OF BUILDING /1 PRIMARY LP PRESSURE WALL. REGULATOR E 4 GAS METER AND SERVICE BY SERVING UTILITY. • 500 GALLON PROPANE STORAGE Q DROP 1/2"/2" GAS DOWN FOR CONNECTION TO RADIANT TANK. BURNER. SEE DETAIL 2/P3.1. SI /—SITE TRENCH DRAIN °u� 6 ROPANE /` 6 ROUTE STORM DRAIN DOWN TO BELOW GRADE TO SITE I RAINWATER COLLECTION CISTERN. PROVIDE RAIN III 1 0 WP-1 - WATER VORTX FILTER BELOW GRADE WITH OVERFLOWA 0 DIVERTED TO SITE STORM DRAIN. / ' SECONDARY LP PRESSURE REGULATOR ► .� Q7 ROUTE CONDENSATE DRAIN DOWN IN WALL AND NATURAL GAS REGULATOR /�'SITE CATC BASIN \ DISCHARGE INDIRECTLY AT MOP SINK OR FLOOR SINK DIVERSION VALVES WITH CODE APPROVED AIR GAP. [Iv I `� (NORMALLY OPEN) 6" 6 O8 PROVIDE NATURAL GAS EMERGENCY SOLENOID VALVE P E C K 3" IN ACCESS PANEL. INSTALL RESET BUTTON IN OWNER SMILE Y -..,_,,,- ��II Er, (H H� ���� DESIGNATED LOCATION. PROVIDE PRESSURE COT .;-111 I r SD - c `_ _ __ _ - - ° _ REGULATOR TO REDUCE TO STANDARD PRESSURE. E T T L I N � VENT REGULATOR TO ATMOSPHERE. ! 'e�7' 3 1 III 1111 COTG IIII — IIII 1 architects .4- rill III _ _ 3/4" Wi ! 1 II ® 1 1/2 INCH PUMPED WATER FROM BELOW GRADE.1 10 PROVIDE SHUT OFF VALVE 36 INCHES ABOVE FINISHED tco:, 1 �lfi li° I I� Illo A ,IL FLOOR AT THE DOMESTIC COLD WATER RISER. 4412 SW CORBETT AVE. 0 \ ()I) ��ir � � i I 11 PROVIDE 3 4" NATURAL GAS BRANCH FOR PORTLAND,OREGON 97201 - i- Int" - - CONNECTION TO GAS BARBEQUE (40 MBH). PROVIDE PHONE: (503)248-9170 1" I (I(I 0 I MANUAL GAS SHUT OFF VALVE AT BARBEQUE. FAX:(503)248-0223 r FC-4 IC • 3; : _ _ 12 3/4 INCH AIR PIPING DOWN IN WALL TO SERVE AS S-3 o- I LOW POINT DRAIN. PROVIDE BALL VALVE CAPPED AT COMMUNITY ROOM umr, , 8 3/4" 1/2" I 3'-0" AFF. 0 135 ",.._U._ • . , COTG . C — I t;!: r' " • = — 13 INSTALL S-2 (EMS) SINK AND PROVIDE ALL FITTINGS - `�Ii�� , ,All 1-1/2 VTR „ DINING DAY ROOM FOR ROUGH—IN. 4 4 I E� . IE-235.00 HB-2 P3.1 11 I 11O 14 ROUTE WATER DOWN IN WALL FOR FIXTURE ROUGH—IN.0 d A 43) CP-4 - ° I Al 0 0 0 0 7 0 ' I 3 COTG 15 ROUTE STORM DRAIN TO SITE RAINWATER COLLECTION .� , � • I -� .,x^.K,,..�_ ��� ���� �� !NM_ CISTERN. COORDINATE ROUTING WITH CIVIL SITE ! ./ T �� " PLANS. ,,,.. 3" L ' --- itzl �� i -- _" , "\--3/4" "�"I I I I I 1 2" �' 7 0 4 13B ' 2 l I I N I I I Erg - . P2.2 16 ROUTE 3/4 INCH HOT AND COLD WATER DOWN IN L LOBBY I —'� ��� a� " , �E * CP-4 WALL TO SUPPLY TURN OUT WASHER AND SERVICE 131 I TD-1, I I °' I�i11 ��� - - - - ate' SINK. lb - o COTG • P2.2 Ilii- ,r: I I I I I 10,-,( I' li,e 3" 17 ROUTE 1 INCH PVC PIPE DOWN TO BELOW GRADE FOR .�, >mi, ' ='� I / I ( i o o _71� p 2" _ �� CONNECTION TO PNEUMATICALLY ACTUATED DIVERTER . �� I ( I I I I _ ° o iii=EEL. _�_� _ - WCO VALVE {BY CIVIL).NM EA\--- ' _ _ ____ J I__ _ ____. _C 1 I k '�"'! ' i �'ii 18 PROVIDE CONNECTION OF PNEUMATIC VALVE AIR LINE ° 11;1'1 OILET. TOILE TOILET = 1FFE23fi.00 N �� j0HB1 1 I cif.' 4" ". III VERIFY CONNECTION REQUIREMENTS PRIOR TO -, 112 ,108• INSTALLATION. Zj A A !- - - . -' - - � ice! lit G C : E CT FC 2 _ 19 ROUTE 3/4 INCH COLD WATER TO HOSE BIBB. 0 11111111111111.1t4 I PROVIDE ISOLATION SHUT OFF VALVE. .... I i . I 01 MIL 1110111p alib I " 20 ROUTE PIPING UP AND HIGH APPARATUS BAY.111.411111. <11 _ 21 ROUTE SANITARY WASTE TO OIL WATER SEPARATOR. 1 G EX CIS ►-�Ei " 3/4" DORM SEE CIVIL SITE PLAN FOR CONTINUATION. w " �'' FC-5 E ��'' 1-1 f 2 � I� 107 3 f 4 C II 29 ' �� -:i 1 22 ROUTE OVERFLOW FROM CISTERN TO STORM DRAIN. CA 0 " INIAM - _ SEE CIVIL SITE PLANS FOR CONTINUATION.Illsi N. 4" 4„ 3/4 -- P2.2 04 / P3.1 3/ ( '6) 4) - D € INSTALL EXTENDABLE BACKWATER VALVE WITH ACCESS ,� • ��► as 1 IM I 0 3/4,,-/if N ` ® �„ ..� FOR INSPECT ON AND REPAIR AS REQUIRED BY CODE./1\ _ I o it !�► /4 A . I a ° '� .■ AR PELS ON ROOF SEE ARCHITECTURAL PLANS I o 3/4° L- 4" :A f • = DORM !� AND OA ( �� - I ° 11111 106 25 I INCH HOT WATER SUPPLY FROM SOLAR STORAGE 0 GE - !I B Y �► Lj ! TANK TO WATER HEATER. .....4 SS_1 i "r ----r - !I RB-2 1 RB_4 ' ! k1141I) W lipti •� 0 26 INSTALL CIRCULATION PUMP AT HOT AND COLD WATER R"E X11 END , j• : E® - c i SUPPLY PER MANUFACTURER'S RECOMMENDATIONS. II :- �•-�"•�F 1� `I (TYP.4)4110 ` CORK#2 111111 27 ROUTE CONDENSATE DRAIN FROM FAN COIL PUMP IN E o �"��� ,i P3.1 0 ® CEILING DISCHARGE AT INDIRECT WASTE RECEIVER 3/4" _ I _ < I� AM_ --1-8_------- i-'i WITH CODE APPROVED AIR GAP. COTG I 0S_2 DORM • t� 3/4 0 15![ ..:., . NOT USEDMIN•111 I 3" VTR � E 'x O L1' R #1 29 PROVIDE 4x3 INCH HUB DRAIN OUTSIDE WALL FOR 1111 _ o _ REFERENCE ONLY e .....� WOMEN I 03 - INDIRECT WASTE FROM FAN COILS. 3/4" 119 �SHOP 4 _ I � _� FC-6 30 ROUTE 3 4 INCH HOT AND COLD WATER DOWN IN NOT APPROVED WITH THIS PERMIT WCORB 3 0 /_ --+ 127 •�_ �_ L ■■ f■■ WALL TO SUPPLY EMS SINK FAUCET. ilD MS-2 litiJ111101 :►� . I Ilk f; ;�,�, A U 1 1" !- 31 INSTALL GAS WATER HEATER PER CODE AND Lit , _ • „ 1•1 RECOMMENDATIONS.�t E � RB-1 " 4F-1111Pv41-1 I PERMIT SET I • • _ EXPANSION TANK, SHUT OFF VALVES AND UNIONS. Er ����, 1 E , WiE I _ 4 ROUTE TEMPERATURE AND PRESSURE RELIEF VALVE �� !:! P2.2 'LEX 1 1/4 151k, 1 Iv Ark. " -- _ 104 P .1 2 PW 1-1/2 FC 3 _ 32 ROUTE 1 INCH 2 PSI NATURAL GAS SUPPLY DOWN I 3 it AEI �� , o 1st FLOOR PLAN WH-1A 9 �� - - —_ - _ - - - - - - - - ` ,'�� R ' o BELOW GRADE AND OUT TO EMERGENCY GENERATOR P3.1 1� IR7 RWH .[ri.� `. " " (1,164 MBH).I I I „ I i..'■■.� . ” 3 4 3 4 " PLUMBING STORAGE 2 -- N 3 / , r f 1 1/4 I 1 I I E 4" 126 I I ( I I I p (Oar s - ismillff"� _ 33 INSTALL SEISMIC SHUT OFF VALVE ON HORIZONTAL --,zr4 -- 3 4" FD-1 0 - ■ - - PER MANUFACTURER'S RECOMMENDATIONS. 4„ '�'I -� 4 '� �.. A I! + D gii 2 3,, vTR LOBBY 2" L 34 CONNECT BELOW GRADE STORM DRAIN FROM SITE mem 2602 3f • �� •.. �� �� i1 TRENCH DRAIN AND CATCH BASIN AND ROUTE TO OIL vie.0 111,1:1- 1,■''. �� 12 r. ows t—dW0S-ii—Ths i '� .._ 01 ; i�/"'� rws liii 4:1 g ��� I� " ► : i' r►� ,� WATER SEPARATOR. I IE=233.24 3 3» ,; p` i�rr�..i �►.�w, mom'l ._�_-.� .III :E`r�'"q�l !. I I��i�v u.�.u. 35 ROUTE PROPANE FROM TANK TO BELOW GRADE TO OIROMPs 144 ��� ° e t • ®� EMERGENCY GENERATOR FOR EMERGENCY BACK UP v�� �'t JAN!lAR1'Z0�8 HB-1 •�""' I " HB-1 eillmIQ•�/L� 4 ._ D III( _ SUPPLY. o� H B-2 0 VP-1 COTG o � °`i— "ii -_ • 'ai SD id = t vletowe� ti..0- \ P3.1 F*7 _ —_ - - - - _ _ — 1-1/4" G j 'o•,,, 2_1/2" D• EST IC °�'4 1._ _I.. - _4_� _-11.. _ 4" 11111111111111111111111111111.. _ - 01-0'I 4B =Witt{ 2,173 MBH COLD WA �R O II I PSI k......„,.._) I II II 0 IIII I ei CP-4 0 , , _ _ A VRF-1 Mk YP. II- I d I I (TYP.11)WW Contact Victoria Haynes Project 2007-0432 ± 0 1 FLOOR PLAN - PLUMBING R , INTERFACE d • H 0 4 8 16 ENGINEERING N ..............i..... .. ... a. SCALE: 1/8"=1'-0" 708 s w 3RD AVE„SUITE 400,PORTLAND,OR 97204 N PHONE .382.2266 FAX .382.2262 0 FILE: 0432P21.DWG - P2.1 I EDIT: 3/5/2008 6:11 PM BY VICTORIAH I PLOT: 3/24/2008 11:27 AM BY KEN SPENCER ,c)s:0 P1411 c.' < i NSF.. S SHEET KEYNOTES, W 50,628- 0 ROUTE 1" HOT AND COLD WATER DOWN AND IN WALL 6o&O' 0 GD-1 12 1/2" FOR CONNECTION TO SHOWERS AND MOP SINK. • WC-2 7- # J 02 ROUTE DOMESTIC COLD AND/OR HOT WAR R DOWN n ="1.1/ "...,g I AND MANIFOLD IN WALL TO LAVATORY OR SET OF I EXPIRES 12-31-091 — S-3 - — I LAVATORIES. I M• ,''MB 't► `s EWC-1 =+"'� ;i WCO r.— __•,,,,,_,,a__ ` 1/2" 4 1 6 3 ROUTE 3/4" GAS SUPPLY DOWN TO NEW WATER ! Q o 1 i HEATER. SUPPLY SHUT-OFF VALVE, UNION, AND DRIP___. — 2" TEE, AS REQUIRED BY CODE. 1---46 n 1 `'('`7) vim. _.....� r • �-- WCO il 4 ROUTE 3/4 INCH COLD WATER TO HOSE BIBS. - 1/2 �1 0 _ �. _.__. _ _ a I PROVIDE ISOLATION SHUT OFF VALVE. C'V..,iii 1 ��`� <t ii,i �2" �►� _� 5 INSTALL GAS WATER HEATER PER CODE AND...............4, O WC-2 I a MANUFACTURER'S RECOMMENDATIONS. PROVIDE p ' 1-1/4" c -- :124.4 lik.e�.�. EXPANSION TANK, SHUT OFF VALVES AND UNIONS. ROUTE TEMPERATURE AND PRESSURE RELIEF VALVE n --)1 L=-2 ( 1 1 J - I TO OUTSIDE. -- L:�1 2" •0 '___-•� r.--_-� O HOT WATER FROM SOLAR PANELS TO WATER HEATERS.iiiii I 0 EC-._-_-_.1, è31 - i E 0 COLD WATER UP TO SOLAR PANELS ON P E C K HB-1 Q ' U--1 0 ROOF. MILE Y ^.. 4" EWC-1 ti '- L 2 GD-1 I a Q ROUTE 1-1/2" RAINWATER HARVEST PIPING SUPPLY E T T L I N • a I DOWN AND MANIFOLD IN WALL TO WATER CLOSETS. . I architects 1/2" 0 ROUTE GAS PIPING IN CABINET SPACE FOR SERVICE TO RANGE. PROVIDE MANUAL SHUT OFF VALVE IN 0 (5 ACCESSIBLE LOCATION. ' i r 10 ROUTE 1/2 INCH k .WATER DOWN TO ICE MACHINE 1 ENEARLED RESTROOM PLAN - PLUMBING BOX MONTED IN W PORTLAND,OREGON 97201 PHONE:(503)248-9I70 H 0 2' 4' 8' e ti ~ ~�� 11 ROUTE CONDENSATE DRAIN FROM FAN COIL PUMP IN FAX:(503)248-0223 CEILING DISCHARGE AT INDIRECT WASTE RECEIVER -■ •••••••. CEILING CODE APPROVED AIR GAP. , SCALE: 1/4"=1'-0" 12 ROUTE 1/2 INCH COLD WATER DOWN TO SINK AND 3 ENLARGED KITCHEN PLAN - PLUMBING COFFEE MAKER. R T 0 2' 4' 8' H MI .•.• • .. SCALE: 1/4"=1'-0" L=1 (TYP.3) 1 H "1' T U-1. I RI WC-1 4 z H-1 ( -i0-1 0 c:1 FD-1 " ` to III 4,VI" 0- 1 e _ •.. .p t___„.., I 4P1 44 o : MS-1 �� i = „ 6 1� � " W 1 SOLAR WATER ST-2--� o I I SH-2 - - Enj Midi- I fi1 ° 114} € SH-2 � _ 8 j WC-2 I---q l�� .L=� �� P3.1 WH-1 B Z bw4 � I - 7 - CS Ca 0.. n t ► t_ ” I L 1 3 VTR 2" �� r1 ;is — 1 SW T .-i o I 4" WC-1 {TYP.2} 1:' " 0 WATER HEATER cr • • 14 in g _..-.•-. ._ .. I--_..•.lt 2 44 0 SW :VI I . I I , R c ' n n A r r 1 /' '` y�•=' � _ _ _ �1 •� 2" j 2" RWH SUPPLY I E — t � " , TO FIXTURES 0 " I itQg 111 2 �` ., RWH 7:// V �1�� P3.2 1" RAIN WATER —1.' I SH-1 SH-2� —1_ ! irk ST-1 FD-1 I , : D cr n P.......) ,,.• - /ir 0 I 2" • n u 011 E SUPPLY eA vial ! 0 REFERENCE ONLY L -I I / I I NOT APPROVED WITH THIS PERMIT s -.. #. _... it., 1-1/4" RWH SUPPLY 1-1/2" PUMPED WATER FROM CISTERN PERMIT SET TO FIXTURE 1 tcl 4 ENLARGED MEZZANINE PLAN — PLUMBING T 0 2' 4' 8' H FLOOR PLANS " ROOMS PLAN - PLUMBING SLE: 1/4"=1' 0" PLUMBING ENLARGED SHtJVVER R H o 2' 4' 8' MEM 2602 SCALE: 1/4"=1'-0" MAIN, MSS MORO 1A vat el JANUARY 2008 \ 02-@1-08 ADDENDUM I Contact Victoria Haynes Project '- 2007-0432 v LU INTERFACE a ENGINEERING w a 708 S.W.3RD AVE.,SUITE 40o,PORTLAND,OR 97204 °o PHONE 603.382.2266 FAX 603.382.2262 N \Q FILE: 0432P22.DWG - P2.2 I EDIT: 2/19/2008 12:16 PM BY VICTORIAH I PLOT: 3/24/2008 11:28 AM BY KEN SPENCER ��R�O PN�so w 50,628' Z r G0 0 DOWNSPOUT e � BUILDING ti �`-�� BY OTHERS. .���j 2, .UE�� FINISH. V VERTICAL PIPING EXPIRES 12-31-09 CLEAN OUT BRANCH FOR HOSE BIBB. v..-----;..3 COVER GRADE TO PRESSURE TEST TEE W/ 1/2" 1/4" PIPE PLUG Q AIR MAIN LINE THRU BRANCH WITH 1/2"X1/4" BUSHING / (rn'' 2) J TO EQUIP. AND BETWEEN TRUSSES / THREADED HOSE � I � �/2A CONNECTION. LA f SHUTOFF VALVE � �� � �r j,- UNION - ' ' /. • •_ , . _ ,,I I, ,_� ,r WALL— -.-�• •<'• ',� ,• DOWNSPOUT FILTER � - -- ",'• NATURAL GAS . � ■'. SUPPLY PIPING • BALL VALVE '° � 4'- PRESSURE REGULATOR ' 4 `.° : QUICK DISCONNECT. SHUT-OFF VALVE • S � ;.,• owftt � VERIFY TYPE AND SEE PLUMBING FIXTURE SCHEDULE 4'' �',•a,•;'... . ., DIR T LEG MOUNTING HEIGHT �/ FOR REFERENCES TO HB-2 P E C K•• • .. °�• �' STORM WATER TO CISTERN -�/ MINIMUM DISTANCE EQUAL TO 10 PIPE DIAMETERS WITH OWNER. SMILE Y IIOVERFLOW PLAN VIEW E T L I N TO CIVIL architects 2 GAS PIPE CONNECTION TO EQUIPMENT 3 AIR PIPING DROP 4 HOSE BIBB AT APPARATUS NO SCALE NO SCALE NO SCALE D OWNSPOUT/ PORTLAND,SW CORBETT AVE. RTLAND,OREGON 97201 1 STORM DRAIN CONNECTION PHONE:`SO3,2.8-917a FAX:(503)248-0223 NO SCALE ET-1 CP-2 TEMPERATURE GAUGE TEMPERATURE 4° VENT GAUGE � " t5EE FLOOR PLAN II 0 Zir4" EXHAUST MU: SOLAR AIR VENT SLOPE PIPING DOWN TO MAIN DRAIN AT LOW POINT OF PIPING. COLLECTORS � ■ < TO WATER HEATERS (50'F TO 160'F WATER) N 1-1/2" WH-1A SLOPE AIR MAIN. SLOPE \-TO 1��t -' A A ~ t �` WATER HEATER (50'F TO 160'F WATER) BRASS VALVE �� � 411110 A f----- (FULL PORT). 3/4" ROUTE PIPING DOWN DRAIN . � 0 ALONG WALL AND VALVE ET-1 1.4.1 I � L- SECURE AT 4 FT. O.C. CONTROLLER 1" HW TO BLDG. ■ SEE 0 �� PROVIDE AUTOMATIC WATER TRAP / (125'F MAX) Q� ❑ ; � � PLAN R �/ AND BLEEDER VALVE AT LOW .d SW O. � " —+T � Fry...._t___)-- G POINT. INSTALL AT 2" ABOVE 3/4" SW------.1e1 > t15'F •� � (MAX) I 3�4� � Z o FINISH FLOOR. FINISHED FLOOR. ST_2 P3 � TEMPERATURE A < 125'F � ^ , (ON MEZZ.) A AND PRESSURE 1207 r RELIEF VALVE pi. ET-2 (ROUTE TO FD) t CHECK VALVE I:4 JL �� (MAX)5 AIR PIPING LOW POINT DRAIN 6 SOLAR WATER HEATING SYSTEM SW ��, I lo .4 n, Me �, g NO SCALE NO SCALE �� 1-1/2° SW FROM > 115'F • ' : 1" CW VII STORAGE TANK < 125'F I• II p4 so RWH 2 TO WATER CLOSETS AND URINALS SENSOR AND SOLENOID N 41. SIZE TANK HGT ABOVE FLOOR NO. OF STRAPS LOCATION SHOULD BE DDC CONTROL (OFCI) 1-1/4" HW TO BUILDING RPBP 66 GAL OR LESS 12" OR LESS 1 BETWEEN TOP 1/3 AND (125'F MAX) 4111111111 S PT 1 SOV 1/2 OF TANK P3.1 CITY WATER AUTOMATIC 66 GAL OR LESS MORE THAN 12" 2 TOP-IN TOP 1/3 OF TANK 4" VENT TYP. (ON MEZZ.) MAKE-UP VALVE BOTTOM-3" ABOVE OR BELOW (TYP.) ACCESS PANEL 7..._ 4" EXHAUST (TYP.) WATER METER (TYP. 2) 66 GAL TO 100 12" OR LESS 2 TOP-IN TOP 1/3 OF TANK I I I PT-1 _ 50 MICRON BAG FILTER BOTTOM-3" ABOVE OR BELOW FROM CITY WATER ► . ► . 0 �, ACCESS PANEL FERENCE ONLY SUPPLY 0._______„.----- 66 GAL TO 100 MORE THAN 12" 3 TOP-IN TOP 1/3 OF TANK NOT PPROVED WITH THI5 PERMIT Imo---f pI RWH—ft � ` L-1 LEVEL SWITCH* BOTTOM-3" BELOW ACCESS PANEL WH-1B WH-1C .. . . 1 ' PW AIR GAP MIDDLE-CENTER OF TANK � NOTE: MAINTAIN CLEARANCES TO COMBUSTIBLES AS REQUIRED BY MANUFACTURER. DOWN VALVE CP-1 : 6" INLET CONTROL PANEL U'�LIZE NON COMBUSl1BLE MATERIAL AS SPACER. PERMIT SET SCREEN yy/ MAIN MANIFOLD DISCONNECT MINIMUM 3/4" (TYP.) CONTROL DETAILS a � � � H_� � BY DIV. 16 ,�� CLEARANCE MANUFACTURER UNION (TYP.) OH-2 "- r- '� WALL \` PLUMBING PRESSURE RELIEF cD L-1 VALVE (TYP.) ', � L L � � STORM WATER MANHOLE I I ' AT WATER HEATER AND STORAGE �. STORM DRAIN � �^ I 1t1 1 FROM GUIItR� OVERFLOW TO CIVIL M � ( SECURE CHANNEL TO TANKS PROVIDE "SPACE MAKER" -_-1- �_� 4 "' iiiiiiiiii O OL-2 WALL STRUCTURE AS BRAND SEISMIC RESTRAINT SYSTEM CHECK VALVE ET-1 � p REQUIRED (TYP.). (OR APPROVED EQUAL). SYSTEM ( I iii 1 SD I ► ///// OD—t ' is L_3 �yl � I ► CP-3 � TO MEET REQUIREMENTS FOR ��'� X 120' MAX �T 2602 A A A ZONE 4 SEISMIC INSTALLATIONS.• � ► t t PW L � . �_UV-1 • a VALVE (TYP.) - — i i � 45�-90' • � MKS I. t 2 2 CONTINUOUS a - i f -- � °��' � I OPERATION T G i 1-1/2" _1/2b P3.1 �L TANK DRAIN '� 1_ ' 1 � T � ���Z� (ON MEZZ.) DOWN VALVE � � DRAIN VALVE dallillia. `__WELL PUMP � DIRT LEG A 02-01-08 ADDENDUM i RAINWATER CISTERN (BY CIVIL) � � ,,,,, A FLOOR S STANDARD SMOOTHING INLET (�J_l) [ '\ f \ i--- DRAIN TO M.S. pgFSSURF" EARTHQUAKE BRACING 9 TANKLESS WATER HEATER D ETAIL Contact Victoria Haynes 7 RAINWATER HARVESTING SYSTEM SCHEMATIC 8 (WATER STORAGE TANKS) NO SCALE Project 0 Iii NO SCALE NO SCALE 2007-0432 0 INTERFACE P3 , 1 W ENGINEERING y a 708 S.W.3RD AVE,SU1TE400.PORTLAND,ORgTtOq o° PRONE 503.382.2266 FAX 503.382.2262 c`+ 0 FILE: 0432P32.DWG - P3.1 I EDIT: 3/24/2008 12:05 PM BY KENS I PLOT: 3/24/2008 12:06 PM BY KEN SPENCER kk0) PROFS ELECTRICAL SYMBOL LIST �'� ��G., -0 _ Agii_t;" oky:44w > LIGHTING TELECOMMUNICATIONS ��= •r ''!i 13, 1 ✓ rcil._L PHONE LOCATION. MOUNT EMPTY SINGLE GANG BOX AT 48" #10 BRANCH CIRCUIT WIRING. ARROW INDICATES HOME RUN NO NORMALLY OPEN ��'y SQL 3740.N /4 CONDUIT TO TELE/DATA OUTLET LOCATED ON THE WALL BELOW. TO PANEL WITH CIRCUITS AS NOTED. WIRE SIZE IS #12 W' - Q WALL MOUNTED LUMINAIRE '"��� # ✓ COMBINATION TELE/DATA OUTLET WITH 1" C. AND PULLSTRING TO B-27,29 AWG MINIMUM UNLESS NOTED OTHERWISE. SHORT TICK PH PHASE EXPIRES:06/30/08 ACCESSIBLE CEILING SPACE. (6) CAT5E CABLES TO TELECOM ROOM MARKS INDICATE PHASE CONDUCTORS. LONG TICK MARKS RECESSED FLUORESCENT 2' X 4' LUMINAIRE INDICATE NEUTRAL CONDUCTORS. A SINGLE CURVED TICK PNL PANEL r- -- A MARK INDICATES INSULATED GREEN GROUND CONDUCTOR. �/ COMBINATION TELE/DATA OUTLET ABOVE COUNTER WITH 1" C. AND SECOND CURVED TICK MARK INDICATES "ISOLATED PVC POLY—VINYL—CHLORIDE PULLSTRING TO ACCESSIBLE CEILING SPACE. (6) CAT5E CABLES TO GROUND" (GREEN INSULATION WITH YELLOW STRIPE) RECESSED 2X4 FLUORESCENT LUMINAIRE CONNECTED TO EMERGENCY TELECOM ROOM CIRCUIT i CONDUCTOR. (R) DISCONNECT AND REMOVE � TELEVISION OUTLET WITH 1" C. AND PULLSTRING TO ACCESSIBLE CEILING SPACE. (2) RG-6 AND (1) CAT5E TO TELECOM ROOM CONDUIT CONCEALED IN WALL OR CEILING SPACE TELE TELEPHONE Q• AREA LUMINAIRE ARM MOUNTED WITH POLE AND CONCRETE BASE - I 3/4" PLYWOOD MOUNTED TO WALL 4"AFF TO 8'MIN HEIGHT. COAT TTB TELEPHONE TERMINAL BOARD WITH FIRE RESISTANT GREY PAINT. — — — — — — CONDUIT ROUTED BELOW FLOOR / GRADE • TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR _._ SURFACE OR PENDANT MOUNTED FLUORESCENT 1' X 4' LUMINAIRE . ' 19" BLACK 2—POST EQUIPMENT RACK—CPI #55053-703 0 PP POWER UTILITY POLE TYP TYPICAL O O ® SURFACE MOUNTED LUMINAIRE CONNECTED TO EMERGENCY CIRCUITY UL UNDERWRITERS LABORATORIES 6" BLACK VERTICAL WIRE MANAGEMENT—CPI #30095-703 ® UTILITY TRANSFORMER PAD/VAULT UPS UNINTERRUPTABLE POWER SUPPLY P E C K - c=0 0 S M I L EY 1 SURFACE OR PENDANT MOUNTED FLUORESCENT STRIPLIGHT $. SURFACE MOUNTED SPEAKER REFERENCE NOTE V VOLTS, VOLTAGE ETTLI N _ 00 1 SURFACE OR PENDANT MOUNTED FLUORESCENT 6" X 8' LUMINAIRE :77) RECESSED WALL MOUNTED SPEAKER W WIRE, WHITE architects .L SURFACE WALL MOUNTED HORN SPEAKER MECHANICAL EQUIPMENT CONNECTION ITEM. REFER TO SCHEDULE WP WEATHERPROOF • SURFACE MOUNTED LUMINAIRE CONNECTED TO EMERGENCY CIRCUIT . RECESSED CEILING SPEAKER BACKBOX. WITH CEILING MOUNTING RAIL, WHERE APPLICABLE. SPEAKER VOLUME CONTROL. 4 SQUARE BOX WITH SINGLE GANG ---\."".,- FLEXIBLE CONDUIT 4412 SW CORBETT AVE. WALL MOUNTED LUMINAIRE CONNECTED TO EMERGENCY CIRCUIT 0 MUD RING. 3/4" C. STUBBED TO ACCESSIBLE CEILING SPACE. PORTLAND,OREGON 97201 LOCATE ADJACENT TO LIGHT SWITCH. PHONE:(503)248-9170 —P UNDERGROUND PRIMARY SERVICE FAX:(503)248-0223 1 3 1 WALL MOUNTED FLUORESCENT LUMINAIRE MICROPHONE JACK S UNDERGROUND SECONDARY SERVICE Fa-Al REMOTE GENERATOR ANNUNCIATOR EXIT SIGN WALL MOUNTED, ARROW(S) INDICATES DIRECTION IF SHOWN FACE FIRE ALARM CONTROL PANEL —T— UNDERGROUND TELEPHONE SERVICE , T_._. FAA FIRE ALARM ANNUNCIATOR PANEL --C UNDERGROUND CABLE TELEVISION SERVICE ID EXIT SIGN CEILING MOUNTED, ARROW(S) INDICATES DIRECTION IF SHOWN —OP— OVERHEAD PRIMARY SERVICE SWITCHES AND RECEPTACLES SECURITY--PATH WAY ONLY —OT OVERHEAD TELEPHONE SERVICE SINGLE POLE SWITCH 1CR WALL MOUNTED ACCESS CONTROL CARD READER LOCATION. SINGLE —OC OVERHEAD CABLE TELEVISION SERVICE GANG WALL BOX WITH 1" CONDUIT TO ACCESSIBLE CEILING SPACE. 3 = THREE—WAY SWITCH 4 = 4—WAY SWITCH ABBREVIATIONS Ca THRU z (LOWERCASE) = LUMINAIRE CONTROL DESIGNATION () DOOR POSITION SWITCH/CONTACT. PATHWAY IN DOOR FRAME AND 1/2" D = WALL BOX DIMMER SWITCH CONDUIT TO ACCESSIBLE SPACE. M = MANUAL MOTOR STARTER WITH THERMAL OVERLOAD A AMPERES, AMBER V = LOW VOLTAGE SWITCH P = SWITCH WITH PILOT LIGHT 0 ELECTRIC"LATCH/STRIKE LOCATION. PATHWAY THROUGH DOOR FRAME AFF ABOVE FINISHED FLOOR 4:) ° AND 3/4" CONDUIT TO ACCESSIBLE SPACE. CE PASSIVE INFRARED CEILING MOUNTED OCCUPANCY SENSOR AFG ABOVE FINISHED GRADE VI '44 D = INFRARED AND ULTRASONIC DUAL TECHNOLOGY SENSOR E J—BOX CONTAINING POWER SUPPLY FOR DOOR HARDWARE. U = ULTRASONIC „ AIC AVAILABLE INTERRUPTING CAPACITY Z Z Roc REQUEST TO EXIT DEVICE. 1/2 CONDUIT TO ACCESSIBLE SPACE. ATS AUTOMATIC TRANSFER SWITCH 0 PHOTO SWITCH E SECURITY CONTROL PANEL D = CONTINUOUSLY DIMMING PHOTO CELL AV AUDIO VISUAL 1E211 SPECIAL PURPOSE RECEPTACLE. SEE LETTER CODE LIST AT DUPLEX BC BARE COPPER 414 0 0 RECEPTACLE FOR OPTIONS E C CONDUIT, CLOSE, CONTROL � �► ® TWIST LOCK RECEPTACLE. SEE LETTER CODE LIST AT DUPLEX 0 RECEPTACLE FOR OPTIONS CB CIRCUIT BREAKER CCTV CLOSED CIRCUIT TELEVISION 14 44°4_ , DUPLEX RECEPTACLE 2 A = ABOVE COUNTER MISCELLANEOUS CATV CABLE TELEVISION . E = CONNECTED TO UPS CIRCUIT. PROVIDE OUTLET WITH RED FINISH P4 F = ARC FAULT PROTECTED BY BREAKER IN PANEL O CONDUIT ELLED UP CLG CEILING 00 G = GROUND FAULT CIRCUIT INTERUPTER riti S = CONNECTED TO GENERATOR CIRCUIT. CNTL CONTROL PROVIDE OUTLET WITH ORANGE FINISH • CONDUIT ELLED DOWN !""1 W = WEATHER PROOF CONTINUOUS COVER AND GFCI PROTECTED COM COMMUNICATION DOUBLE DUPLEX RECEPTACLE. SEE LETTER CODE UST AT DUPLEX CPT CONTROL POWER TRANSFORMER RECEPTACLE FOR OPTIONS 3 CONDUIT/WIRING STUBBED OUT WITH END CAP OR INSULATED PLASTIC BUSHING CR CONTROL RELAY CONNECTIONS / EQUIPMENT CT CURRENT TRANSFORMER CONDUIT/WIRING CONTINUATION 0 MOTOR CONNECTION CU COPPER ONY L1 I GROUND ROD E EMERGENCY REFERENCE "' NOT APPROVED WITH THIS PERMIT ET NON—FUSED DISCONNECT SWITCH ' )?' EXISTING WATER PIPE GROUND CONNECTION (E) E -' HEAVY DUTY FUSED DISCONNECT SWITCH (F) FUTURE 'HI' GROUNDING POINT FA FIRE ALARM EP COMBINATION MOTOR STARTER/FUSED DISCONNECT SWITCH FACP FIRE ALARM CONTROL PANEL PERMIT SET G OR®G STANDBY/EMERGENCY GENERATOR ® MOTOR STARTER GFI GROUND FAULT INTERRUPTER DRAWING INDEX SYMBOLS & "`"L"' DRY TYPE TRANSFORMER •V G, GND GROUND E0.1 SYMBOLS & LEGENDS — ELECTRICAL LEGENDS - UTILITY METER BASE GRC GALVANIZED RIGID STEEL CONDUIT E0.2 SCHEDULES -- ELECTRICAL D. LANDING LUG E0.3 ELECTRICAL PANEL SCHEDULES ELECTRICAL 0 OR J JUNCTION BOX IG ISOLATED GROUND M CURRENT TRANSFORMER IMC INTERMEDIATE METAL CONDUIT E1.1 SITE PLAN — ELECTRICAL E2.1 FLOOR PLAN — LIGHTING Meat 2602 Ni TRANSFORMER KV KILOVOLT r1 CIRCUIT BREAKER • -- E3.1 FLOOR PLAN — POWER/SIGNAL > KVA KILOVOLT AMPERES C CONTACTOR COIL E4.1 DETAILS — ELECTRICAL 1C8 .- CIRCUIT BREAKER WITH SHUNT TRIP KW KILOWATT E4.2 DETAILS — ELECTRICAL S E4.3 DETAILS — ELECTRICALS J, 412Y 200 Li RELAY n CIRCUIT BREAKER WITH GROUND FAULT INTERRUPTING M MOTOR E4.4 DETAILS — ELECTRICAL woos. E4.5 DETAILS — DATA/TELECOM / \ 02-01-08 02-� -08 ADD IVDtIit 1 ® SOLENOID VALVE CONNECTION GFI MAW MASTER ANTENNA TELEVISION E5.1 ONE—LINE DIAGRAM AND ELECTRICAL SCHEDULES ® SURFACE MOUNT EQUIPMENT ENCLOSURE AS NOTED MCA MINIMUM CIRCUIT AMPS E5.2 TELECOM ROOM PARTIAL PLAN/ELEVATIONS ® FIRE SMOKE DAMPER WITH ASSOCIATED SMOKE DETECTOR MOCP MAXIMUM OVERCURRENT PROTECTION .' FLUSH MOUNT EQUIPMENT ENCLOSURE AS NOTED m TIME CLOCK MSB MAIN SWITCHBOARD Contact Ken Spencer a PUSH BUTTON ri■i BRANCH PANEL MTS MANUAL TRANSFER SWITCH Project F- W = WEATHER PROOF CONTINUOUS COVER 2007-0432 ir- FLUSH WALL MOUNTED BRANCH PANEL NC NORMALLY CLOSED INTERFACE E N G I N E E R I N G NL NIGHT LIGHT 0 iii MAIN DISTRIBUTION SWITCHBOARD / SUB DISTRIBUTION SWITCHBOARD ti 708 S.W.3RD AVE.,SUITE 400,PORTLAND,OR 97204 o o PHONE 503.382.2266 FAX 603.382.2262 0 FILE: 0432E01.DWG — E0.1 I EDIT: 3/24/2008 11:47 AM BY MICHAELS I PLOT: 3/24/2008 11:48 AM BY MICHAEL SLEVCOVE _ - co 4\-- • . ,- c., LUMINAIRE SCHEDULE EXPIRES:06/30/08 LIKAIBEEMISSILESEMALMIES TYPE 0 DESCRIPTION: RECESSED FLUORESCENT DOWNLIGHT. TYPE SA DESCRIPTION: EXTERIOR WALL MOUNTED RLM STYLE LUMINAIRE. HOUSING: 6" NOMINAL DIAMETER HOUSING. HOUSING: 11" TALL BY 16" DIA SPUN STEEL REFLECTOR. 1. THIS LUMINAIRE SCHEDULE IS NOT COMPLETE REFLECTOR: MATTE CLEAR REFLECTOR, SELF FLANGED MOUNTING: USE SC—GN22—SPH3—G8 STYLE WALL MOUNT WITHOUT A. COPY OF THE PROJECT MANUAL CONTAINING BALLAST: ELECTRONIC. BRACKET. VERIFY HEIGHT W/ ARCHITECTURAL THE ELECTRICAL SPECIFICATIONS. LAMP: ONE CF42ITT. ELEVATIONS • INPUT WATTS: 46. FINISH: DARK BRONZE MANUFACTURERS: GOTHAM LIGHTING AFV SERIES, PORTFOLIO C6 SERIES, UL LISTING: UL LISTED WET. TYPE A DESCRIPTION: RECESSED FLUORESCENT INDIRECT "BASKET" LIGHTOLIER, PRESCOLITE, OMEGA OR APPROVED. NOTE: COORDINATE MOUNTING HEIGHT AND LOCATION WITH LUMINAIRE. NOTE: PROVIDE EMERGENCY BATTERY BACK—UP BALLAST ARCHITECTURAL PLANS. HOUSING: 2' BY 4' COLD ROLLED STEEL HOUSING. WITH 90 OR MORE MINUTES OF BATTERY LIFE AND 1400 LAMP: ONE 42W TRT LAMP. BALLAST: ELECTRONIC BALLAST. SYLVANIA LUMEN LIGHT OUTPUT TO EACH EMERGENCY LIGHT FIXTURE INPUT WATTS: 46. QHE2X32T8/UNV ISL—SC LOCATION AS SHOWN IN PLAN. MANUFACTURERS: SPERO LAMP: TWO F32T8 LAMPS 3100 LUMENS. SYLVANIA MANUFACTURERS: BODINE 675C SERIES, DUAL LITE OR APPROVED VP315-41-0—G—G8—DR16—G8/SC—GN22—SPH3—G8 F032/841XPS/ECO, 3100 LUMENS. THIRD GENERATION NOTE: PROVIDE EMERGENCY BATTERY BACK—UP BALLAST INPUT WATTS: 52. TYPE:GI DESCRIPTION: SAME AS TYPE 'G' EXCEPT WITH WALL WASH OPTICS. WITH 90 OR MORE MINUTES OF BATTERY UFE AND 1000 MANUFACTURERS: HE WILLIAMS DI SERIES, COLUMBIA STATUS, LITHONIA, DAYBRITE, LUMEN LIGHT OUTPUT TO EACH EMERGENCY LIGHT FIXTURE PECK LIGHTOLIER OR APPROVED. TYPE 02 DESCRIPTION: RECESSED FLUORESCENT SHOWER LIGHT. LOCATION AS SHOWN IN PLAN. SMILEY NOTE: PROVIDE EMERGENCY BATTERY BACK—UP BALLAST HOUSING: 7" NOMINAL DIAMETER DIE CAST HOUSING WITH MANUFACTURERS: BODINE B75C SERIES, DUAL LITE OR APPROVED WITH 90 OR MORE MINUTES OF BATTERY LIFE AND 1400 STEPPED BLACK BAFFLE DOOR FRAME. E T T L I N LUMEN LIGHT OUTPUT TO EACH EMERGENCY LIGHT FIXTURE LENS: PRISMATIC ACRYUC. TYPE:81:1 DESCRIPTION: EXTERIOR POLE ARM MOUNTED H.I.D. SITE LOCATION AS SHOWN IN PLAN. REFLECTOR: CLEAR SPECULAR REFLECTOR. LUMINAIRE. architects MANUFACTURERS: BODINE B50 SERIES, DUAL LITE OR APPROVED BALLAST: ELECTRONIC. HOUSING: 17 1/2" SQUARE BY 7 1/8" HIGH ALUMINUM UL LISTING: UL LISTED WET. HOUSING. ALUMINUM DOOR FRAME.. TYPE:Al DESCRIPTION: SAME AS TYPE 'A' EXCEPT WITH DIMMING BALLAST. LAMP: ONE CF32TTT. LENS: FLAT TEMPERED GLASS LENS TO ALLOW NO INPUT WATTS: 25. UPLIGHT. 4412 SW CORBETT AVE. TYPE A2 DESCRIPTION: SAME AS TYPE 'A' EXCEPT: MANUFACTURERS: GOTHAM LIGHTING LGFV SERIES, PORTFOLIO, REFLECTOR: ANODIZED SPECULAR ALUMINUM SEGMENTED. PORTLAND,OREGON 97201 LAMP: THREE F32T8 LAMPS 3100 LUMENS. SYLVANIA LIGHTOLIER, PRESCOLITE, OMEGA OR APPROVED. DISTRIBUTION: 'TYPE IV FORWARD THROW. PHONE: (503)248-9170 F032/841XPS/ECO, 3100 LUMENS. THIRD GENERATION FINISH: AS SELECTED BY ARCHITECT. FAX:(503)248-0223 NOTE: CENTRAL LAMP TO BE ENERGIZED VIA TAP—OUT TYPE:H DESCRIPTION: WALL MOUNTED DIRECT/INDIRECT FLUORESCENT BALLAST: —20 DEGREE, CWA, HIGH POWER FACTOR BALLAST. CONTROLLER. PROVIDE RED TRANSLUCENT SLEEVE FOR LUMINAIRE. UL LISTING: UL LISTED WET. CENTRAL LAMP. HOUSING: 7-1/2" BY 2-1/8" BY 4' LONG ANGULAR LAMP: ONE 250 WATT GLASS ARC TUBE METAL HAUDE EXTRUDED ALUMINUM HOUSING WITH SLOT LAMP. TYPE C DESCRIPTION: PENDANT MOUNTED TANDEM WIRED FLUORESCENT OPENINGS. INPUT WATTS: 295. INDUSTRIAL. REFLECTOR: HAMMERTONE SPECULAR ALUMINUM. MANUFACTURERS: LITHONIA KAD SERIES, EMCO, INVUE, STERNER, HOUSING: 8' DIE FORMED STEEL CHANNEL. FINISH: WHITE FINISH. LSI LIGHTING OR APPROVED. REFLECTOR: COLD ROLLED STEEL REFLECTOR WITH 10% BALLAST: ELECTRONIC. POLE: 20' HIGH, ROUND TAPERED STEEL POLE. PROVIDE UPLIGHT. LAMP: TWO 28 WATT T5 LAMPS. ROUND COVER PLATE. FINISH TO MATCH FINISH: WHITE FINISH. INPUT WATTS: 60. LUMINAIRE. POLE TO WITHSTAND 100 MILE PER BALLAST: ELECTRONIC BALLAST. SYLVANIA MANUFACTURERS: PEERLESS EGAW2 SERIES, LIGHTOLIER, HE HOUR WINDS WITH A GUST FACTOR OF 1.3. QHE4X32T8/U NV ISL—SC WILLIAMS OR APPROVED. LITHONIA RTS SERIES, MCGRAW—EDISON, EMCO, LAMP: FOUR F32T8 LAMPS. SYLVANIA NOTE: PROVIDE EMERGENCY BATTERY BACK—UP BALLAST STERNER OR APPROVED. F032/841XPS/ECO, 3100 LUMENS. THIRD GENERATION WITH 90 OR MORE MINUTES OF BATTERY LIFE AND 1400 INPUT WATTS: 91. LUMEN LIGHT OUTPUT TO EACH EMERGENCY LIGHT TYPE 881 DESCRIPTION: SAME AS 'TYPE 'SB' EXCEPT WITH HOUSESIDE MANUFACTURERS: LITHONIA TAF10 SERIES, METALUX, DAYBRITE, FIXTURE LOCATION AS SHOWN IN PLAN. SHIELD. HUBBELL, COLUMBIA, LIGHTOLIER, HE WILLIAMS MANUFACTURERS: BODINE B50 SERIES, DUAL LITE OR APPROVED OR APPROVED. TYPE:SD DESCRIPTION: EXTERIOR ADJUSTABLE LINEAR SIGN LIGHTER. TYPE M DESCRIPTION: SURFACE (WALL) MOUNTED DIRECT/INDIRECT HOUSING: 4-5/8" DEEP BY 3" HIGH BODY BY 51-1/8" WIDE TYPE D DESCRIPTION: SURFACE MOUNTED FLUORESCENT WRAPAROUND. FLUORESCENT LUMINAIRE. BODY OF ONE—PIECE DIE—CAST, LOW COPPER 0 Q HOUSING: 8-1/3" WIDE BY 4' LONG DIE FORMED STEEL HOUSING: 2.25" WIDE BY 3" HIGH BY 48" LONG DIE FORMED ALUMINUM. HOUSING WITH FULL DEPTH END PLATES. STEEL CHANNEL. LENS: UV AND IMPACT RESISTANT ACRYLIC SNAP ON LENS LENS: ACRYLIC DIFFUSER. LENS: ACRYLIC LENS. WITH EPDM GASKET. Z 0 Z BALLAST: ELECTRONIC BALLAST. SYLVANIA MOUNTING: WALL LOUVER: PROVIDE CUT OFF VISOR. 1214 QHE2X32T8/UNV ISL—SC FINISH: TEXTURED MATTE WHITE REFLECTOR: SPECULAR EXTRUDED ALUMINUM. LAMP: TWO F32T8 LAMPS. SYLVANIA BALLAST: ELECTRONIC. MOUNTING: CANTILEVER MOUNT TO TOP OF SIGN. F032/841XPS/ECO, 3100 LUMENS. THIRD GENERATION LAMP: TWO F28T5. FINISH: FINISH BY ARCHITECT. Ifig INPUT WATTS: 46. INPUT WATTS: 60. BALLAST: INTEGRAL ELECTRONIC BALLAST MANUFACTURERS: LITHONIA SB SERIES, METALUX W SERIES, MANUFACTURERS: PRUDENTIAL SNAP SERIES, NULITE DWT SERIES UL LISTING: WET. 44 DAYBRITE, HUBBELL, COLUMBIA, LIGHTOLIER, HE OR APPROVED. NOTE: COORDINATE LOCATION WITH ARCHITECTURAL PLANS H Z C) WILLIAMS OR APPROVED. & FINAL PLACEMENT OF MONUMENT. so TA IA TYPE N DESCRIPTION: RECESSED FLUORESCENT LENSED TROFFER. LAMP: ONE 28 WATT T5 LAMP. 'TYPE:E DESCRIPTION: SURFACE MOUNTED FLUORESCENT STRIPLIGHT. HOUSING: 2' BY 4' COLD ROLLED STEEL HOUSING. INPUT WATTS: 30. HOUSING: 4' COLD ROLLED STEEL CHANNEL. LENS: #12 PATTERN, 0.125" THICK ACRYLIC DIFFUSER. MANUFACTURERS: ELLIPTIPAR 164 SERIES OR APPROVED. 124 I FINISH: WHITE FINISH. BALLAST: ELECTRONIC DIMMING BALLAST. SYLVANIA BALLAST: ELECTRONIC BALLAST. SYLVANIA QHE3X32T8/UNV 1SL—SC TYPE:SF DESCRIPTION: EXTERIOR WALL MOUNTED JELLY JAR - QHE2X32T8/UNV ISL—SC LAMP: THREE F32T8 LAMPS. SYLVANIA HOUSING: 6" WIDE BY 11" TALL CORROSION RESISTANT, DIE 4 in g NOTE: PROVIDE WIRE GUARD. F032/841XPS/ECO, 3100 LUMENS. THIRD GENERATION CAST ALUMINUM HOUSING. LAMP: TWO F32T8 LAMPS. SYLVANIA INPUT WATTS: 71. LENS: RED 144 F032/841XPS/ECO, 3100 LUMENS. THIRD GENERATION MANUFACTURERS: LITHONIA SP SERIES, METALUX GC SERIES, MOUNTING: VERIFY HEIGHT W/ ARCHITECTURAL ELEVATIONS C4 INPUT WATTS: 46. DAYBRITE, HUBBELL, COLUMBIA, LIGHTOLIER, HE FINISH: DARK BRONZE ilmll MANUFACTURERS: LITHONIA C SERIES, METALUX SS, DAYBRITE, WILLIAMS OR APPROVED. BALLAST: ELECTRONIC HUBBELL, COLUMBIA, LIGHTOLIER, HE WILLIAMS UL LISTING: UL LISTED WET. OR APPROVED. TYPE Ni DESCRIPTION: SAME AS TYPE 'N' EXCEPT WITH TWO F32T8 LAMPS AND NOTE: COORDINATE MOUNTING HEIGHT AND LOCATION WITH NO DIMMING BALLAST. ARCHITECTURAL PLANS. TYPE:El DESCRIPTION: SAME AS TYPE 'E' EXCEPT WALL MOUNT ABOVE LAMP: ONE 42W TRT DOOR. TYPE N2 DESCRIPTION: SAME AS TYPE 'N' EXCEPT WITH NO DIMMING BALLAST. INPUT WAITS: 46. MANUFACTURERS: SPERO VW15-41—R—G—G8 TYPE:F DESCRIPTION: SURFACE MOUNTED FLUORESCENT UNDER CABINET TYPE P DESCRIPTION: PENDANT MOUNTED FLUORESCENT DIRECT/INDIRECT NOTE: PROVIDE EMERGENCY BATTERY BACK—UP BALLAST LUMINAIRE. LINEAR LUMINAIRE. WITH 90 OR MORE MINUTES OF BATTERY UFE AND 1000 HOUSING: 7-5/8" WIDE BY 1-5/8" HIGH BY 4' LONG DIE HOUSING: 8" WIDE BY 3" HIGH EXTRUDED ALUMINUM HOUSING LUMEN LIGHT OUTPUT TO EACH EMERGENCY LIGHT FIXTURE FORMED STEEL HOUSING WITH SOLID FRONT. IN LENGTHS AS SHOWN ON DRAWINGS. STRAIGHT LOCATION AS SHOWN IN PLAN. LENS: SHA1TER—RES1STANT ACRYLIC DIFFUSER. SLOTS IN DIRECT COMPONENT TO PROVIDE 10% MANUFACTURERS: BODINE B75C SERIES, DUAL LITE OR APPROVED FINISH: WHITE FINISH. DOWNLIGHT. REFERENCE ONLY BALLAST: ELECTRONIC BALLAST. SYLVANIA MOUNTING: SUSPEND WITH AIRCRAFT CABLE AND WHITE CORD TYPE 8C1 DESCRIPTION: EXTERIOR PENDANT MOUNTED FLUORESCENT NOT APPROVED WITH THIS PERMI"' QHE1X32T8/UNV ISL—SC FEED. LUMINAIRE. NOTE: PROVIDE ROCKER SWITCH. FINISH: WHITE. HOUSING: 14" DIAMETER BY 9-1/2" HIGH HEAVY DUTY SPUN LAMP: ONE F32T8 LAMP. SYLVANIA BALLAST: ELECTRONIC BALLAST. SYLVANIA GALVANIZED STEEL HOUSING. PROVIDE WIRE PERMIT SET F032/841XPS/ECO, 3100 LUMENS. THIRD GENERATION QHE2X32T8/UNV ISL—SC GUARD. INPUT WATTS: 25. LAMP: TWO F32T8 LAMPS PER 4' SECTION. SYLVANIA FINISH: TO BE DETERMINED. SCHEDULES - MANUFACTURERS: LITHONIA N2S SERIES, LIGHTOLIER, NULITE, F032/841XPS/ECO, 3100 LUMENS. THIRD GENRATION BALLAST: COLD WEATHER ELECTRONIC BALLAST. ALKCO LIGHTING, HE WILLIAMS OR APPROVED. INPUT WATTS: 46. UL LISTING: UL LISTED WET. ELECTRICAL MANUFACTURERS: PEERLESS PRIMA, FINELITE SERIES 10, LINEAR, CORELITE NOTE: COORDINATE MOUNTING HEIGHT AND LOCATION WITH OR APPROVED. ARCHITECTURAL PLANS. LAMP: ONE 42 WATT COMPACT FLUORESCENT LAMP. TYPE X DESCRIPTION: UNIVERSAL MOUNTED L.E.D. EXIT SIGN. INPUT WATTS: 46. HOUSING: DIE CAST ALUMINUM HOUSING WITH BRUSHED MANUFACTURERS: LSI RD150 SERIES OR APPROVED. 2602 ALUMINUM FACEPLATE AND BLACK TRIM. NOTE: PROVIDE EMERGENCY BATTERY BACK—UP BALLAST mem LENS: PROVIDE DIFFUSING LENS. WITH 90 OR MORE MINUTES OF BATTERY UFE AND 1000 mits, MI NOTE: PROVIDE SELF DIAGNOSTIC. LUMEN LIGHT OUTPUT TO EACH EMERGENCY LIGHT FIXTURE LAMP: RED L.E.D. LOCATION AS SHOWN IN PLAN. =ANN K1 BALLAST: BATTERY BACKUP BALLAST TO PRODUCE MANUFACTURERS: BODINE B75C SERIES, DUAL LITE OR APPROVED 650 LUMENS FOR 90 MINUTES. Pm 01 JAKIARY 2008 INPUT WATTS: 2.3. asvoctiet MANUFACTURERS: LITHONIA LE ELN SERIES, SURE—LITES CX SERIES HUBBELL, CHLORIDE, LSI LIGHTING OR APPROVED. A\ 0241-08 ADDENDUM I Contact Ken Spencer - co Project F- o 2007-0432 E 0 • 2 :ex _ 0 INTERFACE ENGINEERING co a. r.. 708&W.3RD AVE,SUITE iloo,PORTLAND,OR 97204 o o PHONE 5o3.382.2266 FAX 5o3.382.2262 cNi FILE: 0432E02.D WG — E0.2 I EDIT: 2/6/2008 5:17 PM BY MICHAELS I PLOT: 3/24/2008 11:48 AM BY MICHAEL SLEVCOVE ��cS PRO- �4 ��,GI t-.' S, ca��tr,. -P. 2. Panel ZSB1 I PANEL LE 1oc IEI #2007-0432 1VF&R WALNUT ST Panel 2A PANEL SCHEDULE PROJECT 1El #2007-0432 1VF&R WALNUT ST '".T V� 120/208V, 3Ph, 4W. 200A Bus M.LO. SURFACE MOUNTED LTG & APPLIANCE BRANCH PANELBOARD 6-Feb-08 120/208V, 3Ph, 4W. 200A Bus M.L.O. SURFACE MOUNTED LTG & APPLIANCE BRANCH PANELBOARD 6-Feb-08 ‘*,.... 13, 19 w�Ckt, Description / Load Load C.B. C.B. Load Load Description / Ckt. Ckt. Description / Load Load C.B. C.B. Load Load Description / Ckt. 4'/y Sqc.' _ No. Location (VA) Type Amp/Pole Notes Ph. Notes Amp/Pole (VA) Type Location No. No. Location (VA) Type Amp/Pole Notes Ph. Notes'Amp/Pole (VA) Type Location No. W• 1 FC-1 200 M 20/2 A 20/1 900 L SITE POLE LIGHTING 2 1 SUMP PUMP IN SPRINKLER VAULT 500 M 20/1 A 20/1 500 M DIVERTER VALVE 2 EXPIRES:06/30/08 S --- 200 M -- B 20/1 600 L S. END/MONUMENT SIGN/FLAG 4 3 EF-1 500 M 20/3 B 20/1 500 WH GAS ON DEMAND WATER HEATERS 4 5 FC-2 200 M , 20/2 C 20/1 700 L N. END EXTERIOR LGT. 6 5 --- 500 M -- C 20/1 1,000 R GARBAGE DISPOSAL 6 7 --- 200 M -- A 20/1 500 K REFRIGERATOR 8 7 --- 500 M -- A 20/1 1,000 R GARBAGE DISPOSAL 8 9 FC-3 200 M 20/2 B 20/1 500 K "REFRIGERATOR 10 9 EF-2/EF-3/EF-4 500 M 20/1 B 20/1 1,000 R DISHWASHER 10 11 --- _ 200 M , -- C 20/1 . 500 K REFRIGERATOR 12 11 SPARE 20/1 C 20/1 , 1,000 R KITCHEN RECEPT. 12 13 FC-6 200 M 20/2 A 20/1 500 K REFRIGERATOR 14 13 SPARE 20/1 A 20/1 400 R KITCHEN RECEPT. 14 16 --- 200 M -- B 1, 20/1 1,250 L DORM ROOMS/LAUNDRY/FLEX RM 16 16 SPARE 20/1 B 20/1 400 R KITCHEN EXAUST HOOD. 16 17 FC-7 200 M 20/2 C 20/1 1,326 L OFF./LOCKERS/WOMENS/CORR. 18 17 SPARE 20/1 C 20/1 1,000 M HOT WATER CIRC. PUMPS 18 18 --- 200 M -- A 20/1 1,300 L LCK 113/SHWR 115/KITCHEN/DINNING 20 18 HRU-1 600 M 20/2 A 20/1 500 M SOLINOID VALVE 20 21 fC-8 200 M 20/2 B 20/1 1,100 L S. END APPARATUS BAYS 22 21 -- 600 M -- B 20/1 500 M SOLAR HW CONTROL PANEL 22 23 --- 200 M -- C 20/1 800 L N. END APPARATUS BAYS 24 23 R-FLEX 1,000 R 20/1 c 50/1 3,000 M WELL PUMP 24 25 HP-1 6,250 M 100/3 A 20/1 1,200 L STOR/SHOP/EXERCISE/TOILETS 26 25 R-LOBBY/TOILET 102 1,000 R 20/1 A 20/1 1,200 R R-LAUNDRY/DAY ROOM 26 27 --- 6,250 M -- B 20/1 1,350 L LOBBY/COMMUNITY/POLICE 28 27 SPARE 20/1 B 20/1 1,000 R R-WASHER 28 29 --- 6,250 M -- C 20/1 1,200 M FUEL PUMP/CONTACTOR COIL 30 29 R-DORM 1,080 R 20/1 1. C 20/1 600 R DINNING RM / EXT. 30 31 S. END APP. BAY OVERHEAD DOOR 1,000 M 20/1 A 20/1 1,000 R GEN SET- BATT. CHARGER/ HEATER 32 31 R-DORM 1,080 R 20/1 1. A 40/2 2,500 R LAUNDRY ROOM DRYER 32 33 S. END APP. BAY OVERHEAD DOOR 1,000 M 20/1 B 20/1 500 R BLOCK HEATER 34 33 R-DORM / CORRIDOR #1 900 R 20/1 1. B -- 2,500 R --- 34 36 S. END APP. B A Y OVERHEAD DOOR 1,000 M 20/1 C 2. 20/1 200 R R-KITCHEN (ISLAND) 3 6 3 5 R-DORM / CORRIDOR #1 900 R 20/1 1. C 20/1 500 R SPARE 36 P E C K 37 N. END APP. BAY OVERHEAD DOOR 1,000 M 20/1 A 38 $7 R-APPARATUS BAY 1,086 R 20/1 A 20/1 1,000 R R-LOCKERS 113/ MENS BATH RM 38 _ 38 N. END APP. BAY OVERHEAD DOOR 1,000 M 20/1 B 40 39 DIVERTER VALVE SUMP PUMP 500 R 20/1 B 20/1 1,000 R R-WOMENS RESTROOM/LOCKER 40 SMILE Y 41 N. END APP. B A Y OVERHEAD DOOR 1,000 M 20/1 C 20/1 500 R GAS SOLENOID V A L V E S 42 41 SPARE 20/1 C 20/1 SPARE 4 2 E T T L I N Total Connected Load:Ph A 27,650 VA 230A Total Connected Load:Ph A 11,860 VA 99A Total Connected Load:Ph B 23,550 V A 196A 23,757A rms Available Fault Duty Total Connected Load:Ph B 9,900 V A 83A 23,757A rms Available Fault Duty a r c h i t e c t s Total Connected Load:Ph C 23,676VA 197A Total Connected Load:Ph C 10,580 VA 88A "Maximum" Phase Connected Load: Ph A 27,650 VA *Downstream panel loads are included in Total Connected and Demand Load calculations "Maximum" Phase Connected Load: Ph A 11,860 VA Total Connected Load(3 X Msxknumk 83.0 KVA 230.4 AMPS Total Demand Loads 66.9 KVA 185.9 AIM Total Connsc4sd Loud(3 X Meucirwm) 35.6 KVA 98.8ALM Total Demand Loads 26.1 KVA 72.6 AMPS Accessories: Accessories- SOURCE =P ' SOURCE =PI a' 4412 SW CORBETT AVE. NOTES: Provide Feed-Thru Lugs NOTES: PORTLAND,OREGON 97201 (503)248-9170 1.PROVIDE ARC FAULT INTERUPT1NG BREAKER. 1.PROVIDE ARC FAULT INTERRUPTING BREAKER. FAX: :(503)248 91 2.PROVIDE RECEPTACLE WITH ORANGE FINISH. 2. 3. 3. 4. Provide Integral TVSS Unit 4. 5. 5. Panel 2882 PANEL SCHEDULE PROJECT: IEI #2007-0432 TVF&R WALNUT ST Panel 2C PANEL SC1-E:DULE FROJECT IEI #2007-0432 TVF&R WALNUT ST 120/208V, 3Ph, 4W. 200A Bus M.L.Q. SURFACE MOUNTED LTG & APPLIANCE BRANCH PANELBOARD 6-Feb-08 120/208V, 3Ph, 4W. 200A Bus M.L.O. SURFACE MOUNTED LTG & APPLIANCE BRANCH PANELBOARD 6-Feb-08 Ckt. Description / Load Load C.B. C.B. Load Load Description / Ckt. Ckt. Description / Load Load C.B. C.B. Load Load Description / Ckt. No. Location (VA) Type Amp/Pole Notes Ph. Notes Amp/Pole (VA) Type Location No. No. Location (VA) Type Amp/Pole Notes Ph. Notes Amp/Pole (VA) Type Location No. 1 N. END ENGINE BLOCK HEATER 1,500 R 30/1 A 100/2 3,600 S PANEL 'INV 2 1 EWH-1 1,000 H 20/2 A 60/2 3,000 M AC-1 2 3 pi. END ENGINE BLOCK HEATER 1,500 R 30/1 B -- 3,400 S --- 4 3 --- 1,000 H -- B -- 3,000 M --- 4 5 N. END ENGINE BLOCK HEATER 1,500 R 30/1 C 50/2 4,000 R ELECTRIC RANGE 6 5 C 20/1 1,000 R WATER HEATER/SOLENOID 6 7 R-APPARATUS BAY 1,000 R 20/1 A -- 4,000 R --- 8 7 A 20/1 500 R WATER COOLER 8 9 R-MEN/WOMEN RESTROOM 400 R 20/1 B 20/2 500 M BC-1 10 9 EWH-2 1,000 H 20/2 B 20/1 500 R WATER COOLER 110 11 ENTRANCE GATE 1,000 M 20/1 C -- 500 M --- 12 11 --- 1,000 H -- C 30/3 1,700 M TURN OUT WASHER 12 18AUDIO AMPLIFIER 200 R 20/1 A 14 13 HRU-2 600 M 20/2 A -- 1,700 M --- 14 al 16 TELEPHONE HEAD END 500 R 20/1 B 18 15 -- 600 M -- B -- 1,700 M --- 16 17 TAPOUT CONTROLLER 200 R 20/1 C 18 17 C 20/1 SPARE 18 let 4‹ 18 VP-1 1,000 R 20/1 A 20 18 A 20/1 `SPARE 20 21 RB-'1 / RB-2 / RB-3 / RB-4 200 R 20/1 B 22 24 _ B 20/1 SPARE 22 Z :2; 0 23 RADIANT HEATER CONTROLLER 500 R 20/1 C 24 23 R-STORAGE 720 R 20/1 C 20/1 SPARE 24 25 SPARE 20/1 A 26 25 R-SHOP 800 R 20/1 A 20/1 SPARE 26 0 27 SPARE 20/1 B 28 27 R-EMS / EXERCISE 1,200 R 20/1 B 20/1 SPARE 28 ril4 29 SPARE 20/1 C 30 29 C 20/1 SPARE 30 31 SPARE 20/1 A 32 31 R-TOILET / LOBBY / STORAGE 900 R 20/1 A 20/1 SPARE 32 014 - 33 SPARE 20/1 B 34 33 R-APPARATUS BAY / TOILET 800 R 20/1 B 20/1 SPARE 34 44 35 SPARE 20/1 C 36 35 R-EXERCISE/TOILET/LOBBY/STOR. 1,080 R 20/1 C 20/1 SPARE 36 0 37 SPARE 20/1 A 38 37 R COMMUNITY ROOM ,080 R 20 1/ A 20 1 / SPARE 38 Eni w 1 39 SPARE 20/1 B 40 39 R-LOBBY / POLICE / COMMUNITY RM 1,080 R 20/1 B 20/1 SPARE 40 Ca 12 41 SPARE 20/1 C 42 41 R-POUCE / COMMUNITY ROOM 1,080 R 20/1 c 20/1 SPARE 42 Total Connected Load:Ph A 13,200 VA 110A Total Connected Load:Ph A 9,580 VA 80 A 134 will Total Connected Load:Ph B 9,200 VA 77A 22,258A rms Available Fault Duty Total Connected Load:Ph B 10,880 VA 91A 9,410A rms Available Fault Duty Total Connected Load:Ph C 9,400 VA 78A Total Connected Load:Ph C 6,580 VA 55A _/ °I: ki "Maximum" Phase Connected Load: Ph A 13,200 VA *Downstream panel loads are included in Total Connected and Demand Load calculations "Maximum" Phase Connected Load: Ph B 10,880 VA " Total Connected Load(3 X Maximum) 39.6 KVA 110.0 MS Total Demand Loads 22.3 KVA 61.9 AL 1P8 Total Competed Load(3 X Maximum) 32.6 KVA 90.7 AkPB Total Demand Loads 26.7 KVA 74.1 AMI'8 MI let Ewe Accessories:, SOURCE = ; 1 SOURCE =Pan�st 2MfBI' Accessories:=DANUBE _ NOTES: Provide Feed-Thru Lugs NOTES: 1. 1. 2. 2. 3. 3. 4. Provide Integral TVSS Unit 4. 5. 5. REFERENCE ONLY Panel 28B3 PANEL SCHEDULE FflOJECT: IEI #2007-0432 TVF&R WALNUT ST Panel W PANEL .SCHEDULE: PROJECT* IEI #2007-0432 TVF&R WALNUT ST NOT PP�2C)V D WIC HIS PEIZ� IT 120/208V, 3Ph, 4W. 200A Bus M.L.O. SURFACE MOUNTED LTG & APPLIANCE BRANCH PANELBOARD 6-Feb-08 120/208V, 1 Ph, 3W. 100A Bus M.L.O. FLUSH MOUNTED LOAD CENTER 6-Feb-08 Ckt. Description / Load Load C.B. C.B. Load Load Description / Ckt. Ckt. Description / Load Load C.B. C.B. Load Load Description / Ckt. No. Location (VA) Type Amp/Pole Notes Ph. Notes Amp/Pole (VA) Type Location No. No. Location (VA) Type Amp/Pole Notes Ph. Notes Amp/Pole (VA) Type Location No. 1 FC-4 200 M 20/2 A 2 1 R-DINNING / DAY RM 600 R 20/1 1. A 2 3 --- 200 M -- B 4 3 R-COMM RM 800 R 20/1 1. C 4 5 FC-5 200 M 20/2 C 8 5 R-COMM RM 800 R 20/1 1. A 6 PERMIT SET 7 --- 200 M -- A 8 7 R-COMM RM 800 R 20/1 1. C 8 9 S. END ENGINE BLOCK HEATER 1,500 R 30/1 B 10 9 R-OFFICE 121 1,000 R 20/1 1. A 10 PANEL SCHEDULES 11 S. END ENGINE BLOCK HEATER 1,500 R 30/1 C 12 11 R-EXERCISE RM 1,000 R 20/1 1. C ELECTRICAL 13 S. END ENGINE BLOCK HEATER 1,500 R 30/1 A 14 13 R-POUCE / COMMUNITY RM 1,000 R 20/1 1. A 14 15 R-APPARATUS BAY / EMS 1,000 20/1 1. B _ 15 R-COMMUNITY RM 600 R 20/1 i. C i6 2SB1 2A ___E NN EL___________4 • 17 SPARE _ 20/1 C 18 17 R-COMM RM (TWIST LOCK) 200 R 20/1 1. A 18 18 SPARE 20/1 A 20 19 R-COMM RM (TWIST LOCK) 200_ R 20/1 1. C 20 SCHEDULES 21 SPARE 20/1 B 22 21 SPARE 20/1 A 22 2SB2 2C 23 SPARE 20/1 C 24 28 SPARE 20/1 C 24 26 SPARE 20/1 A 26 25 SPARE 20/1 A 28 27 SPARE 20/1 B 28 27 SPARE 20/1 c 28 2SB3 I MOOT, 2602 29 SPARE 20/1 C so 29 SPARE 20/1 A 30 31 SPARE 20/1 A 32 Total Connected Load:Ph A 3,600VA 17A nom MI 33 SPARE 20/1 B 34 35 SPARE 20/1 C 36 23,400A A rms Available Fault Duty IG 37 SPARE 20/1 A 38 Total Connected Load:Ph C 3,400 VA 16 A 38 SPARE 20/1 B 38 "Maximum" Phase Connected Load: Ph A 3,600 VA anis 01 - - Total Connected Load(2 X Ms th m)> 7.2 KVA 34.6 AMPS Total Demand Load: 7.0 KVA 33.7 MAPS �AMaAR�'2! 41 SPARE 20/1 C 42 Accessories: Total Connected Load:Ph A 1,900 VA 16A SOURCE =PAL= n 02-01-08 ,ADpE1O1„M 1 Total Connected Load:Ph B 2,700 VA 23A 8,922A rrns Available Fault Duty NOTES: ` Total Connected Load:Ph C 1,700 VA 14 A 1.PROVIDE RECEPTACLE WITH RED FINISH. "Maximum" Phase Connected Load: Ph B 2,700 VA 2. _ Total Connected Load(3 X Irleudtnu ) 8.1 KVA 22.5 AWS Total Demand Load 6.3 KVA 17.5 AMPS 3. Accessories: 4. Provide Integral TVSS Unit SOURCE =PL 5. E 0 • 3 iuji-c-f) Contact NOTES: 1.PROVIDE RECEPTACLE WITH ORANGE FINISH. Ken Spencer 2. Project 3. 4. Provide Integral TVSS Unit 2007-0432 .,-.5., INTERFACE ENGINEERING uu a. ti 708 3 W.3RD AVE.,MUTE 400,PORTLAND,0R97204 00 PHONE 503.382.2266 FAX 603,382.2262 N ..lip FILE: 0432E03.DWG - E0.3 I EDIT: 2/7/2008 9:34 AM BY MICHAELS I PLOT: 3/24/2008 11:49 AM BY MICHAEL SLEVCOVE f, 7 .,- �S 0�G1NE.. sN, tm.., +-p: v I "et' eta t3, ai`fbc' e,- 'SF' 44, - 2SB1-28. ( W 2SB1- EXPIRES:06/30/08 28• 1111 IIII IIII NI GENERAL NOTES 1 COMMUNITY ROOM I A. PROVIDE AN UNSWITCHED POWER CONNECTION 135 �!, iiiimIllIN. Ink I II I I'I' 1 � III 'SG' III .II■ TO ALL EXIT SIGNS. -/1■T111ITT11 l31ITT1lTMPE __:,_2361-28. III III m i►J f I ■_IIII IIII IIII. Iiuu ■Ii ra,■1TITT8■1■I�TTI■IG`� a • ° ill 1111 101 IIII 1 ITTI■I��T�I�r ■I■ ■ II �l :. , i_ SHEET KEYNOTES - 0 ■TT■■�lTT■■�!T ITI 1TTT1■ �a DAY ROOM "'-'' ' i 1 ROUTE CIRCUITRY VIA LIGHTING CONTROL PANEL. -■TTI■IIEL7TI■ITT ■■IM os 1111111111111 , , 110 , 0 i CONTROL FIXTURES USING A ROOF MOUNTED ■ 2SB1-28. ■ PHOTOCELL. Ark E4. (I■T■T� �:. � � DINING � � I TYP. 2 ownsio TTT■■T IT■��T�T � 111 I 2 ROUTE CIRCUIT VIA TAP-OUT CONTROLLER. SEE DETAIL �� ;- fid r[ i� � 0 PECK IUUIuIUUi1UHIUi PECTI■ LOBBY 1 ' as.∎ ■ -; --+�1T1 3/E4.3 FOR MORE INFORMATION. I SMILEY I 1� ■ ° milinistiwil 131 1_ • �•[ '•� I 3 T F RA IAN/ A RS „_,_ 29B 6. 0' COORDINATE MOUNTING HEIGH 0 D HE TE I ■T.■T 1 2S61-28. lid III. II I = AND LIGHT FIXTURES SUCH THAT THE MOUNTING E T T L I N � � 'S. _.. ? ,_ --°'1 11: -: -: HEIGHT AFF ARE EQUAL. TYPICAL. architect s r_- ��___-- - ----r-•,.ter ---_r=_- 2961-20. ,.r r. 7r��. r_ „ IO f flI• •� , I d I.`',,, y (•I VW ` I11I ITT/ 'i' 'r:i 'rai 'i' I I 4 COORDINATE LOCATION AND MOUNTING WITH ARCHITECT 'E' "- . , 2SB1-20. J PRIOR TO ROUGH IN. �RAG G G ..�i �■� 136 " COMM 2SB1-20. V y' ° X S 0 PROVIDE A TORK SERIES 2100 PHOTOCELL, OR 4412 SW CORBETT AVE. 2SB1-28. 2SB1-28. ( I I 3411.1 , PORTLAND,OREGON 97201 ■�_ v 125 !. X APPROVED TO CONTROL EXTERIOR LIGHT FIXTURES. , f f , , , -- 1 I ( I I - v �} ...........mums PHONE:(503)248-9 170 aiml" � G G G 2 , , MOUNT ON ROOF, CLEAR OF OBSTACLES AND - I I I I I O FAX:(503)248-0223 G SA y_ `��" ® ° ° ° 2961-24. ° �, 'p' a a � ��� ARTIFICIAL LIGHT. AIM NORTH. �� II v • 1 I • I I I ;0.4► , ,-i E ■[•�r7■ - �1 LAUNDRY 7'11 - y LECT j D 109 06 COORDINATE MOUNTING HEIGHT OF RADIANT HEATERS I_ I L� I I =,, ► , . G 111110E10311116111 AND APPARATUS BAY LIGHT FIXTURES SUCH THAT THE C:1"I I 1 G TOIL TOILED. 2SB1-26. 2SB1-20. 24 Iiil �►� ��ie 'G' =��� T■I! MOUNTING HEIGHT AFF ARE EQUAL. TYPICAL•Ill OILET , �--- �SB1- o Ill �,° 1; !ip !iiI'1-- , 133 132 UPSEL INV o M 2961 26. 'D' e Milli ^_--a �-�-•� DORM _ , ■ � ►�..- , , -, 108-! ' C C T�Tiil�.�..iTT'� iJ $t11!!1 IMO 11ir1Tl Ih j os TYP. HTTI�I■ ■lTT■ a ° © a a ■MIN CEME TT■ ,•,TIICT� !�!T■ v�_ 'I � - ° ■TTI■I®TTI■MT■ 0 2SB1-24. 2SB1 20.'I iIIiII T UP!!I1IIU■TT C114111111111 :1- 0. i. . :TYP. E4.3 - � 2331-20.II � TT'.._. DORM I11�TIn.4■■■TT■ NMI ° 1T■ 107 II MEN [►) 1 ---' ' ulliluul 11■11■IT i�[ i \ 2SB1-18.II , , , , 114 ...., f � i 1 �� .� ■TTITI� os al IIIIII , o -C BAY o Ili , ,E,PANEL '2SB3' . 11I i T■ T Z , IC lie u __ ■�. _2 N f f 11!!11111 I `•' ., �T I t�M ►JT�■PANEL 2C a a a , R C• • • _i ■TI■111■ ■ 11 , 11 DORM E 2931 FI1 II hi MI Ir it ° := =- `� 'X' 111111111111 IT 106 2 2931-18. i�. ' I: ■T© �� � Em4 EM S CLEANUP/STOR ��� i * , s, 1141i . . . . �2$ IIUIIIIIIUIIINlj C�'E' 'E',..„. ,,ii 2sB1-18 b 111 b _.f»■..1 1116131113111-111111 2SB1 26. VG , H �,,� -� WI T IA WOMEN . T p rrt'o■ mbami 119 11° r•' -V f r , f , , IJ ,p, Os u ( •RR • • Ij T sv -,-4, IX 0 •„' SHOP 2SB1-18. Ilill , , INNEN __TT DORM y = 2931-2fi. � H 105 127 , a a a _ ° , E TT 1111,./11 ,■,■'T��D 2SB1 22. �,,TAT �•T • . N • • 11 T'■I °1■) EN ib ` in V � ~'A' 'A` T ,I a T _ �i I■I N •-4 2931- . , - --- ii_ a 2 MEZZANINE FLOOR PLAN - LIGHTING v I , I�11 �■ ��� 1T I�T� ■Tl■� ICI FLEX T 2SB1-26. r _ T• ■I■■■ILisulnI IT! 2931 11111111 1 104 'D' 'D' 'i M E �;� u_ _.- -T_TTI-- ,8. UII1'A' .11"INNIIIITCW II ��� . Al �f G, vim ii _,cf-- T , T I ,hP 11111 1■I ila_ , iI■ S I I I I I I - ° `..=.T.....T■ 'I I I I I 2SB1-22. 2 I IITTII`�: II �I ! I I I I al ' ' _ � • 41111311-11°011 Al 111/1 1 ■- 'G' 'G' L102'I a - TMM1 TT■T T- V'► `•'1 w iii �� i��--� r. I �� -WE Flu Ili li 1,sA. 1 r.SA.r r 2931-16.1 0 ����.. _ o , YvED wT1�IsT PERMIT SET airlirQ REFERENCE ONLY iii�l i i I 2SB1-4. I LOBBY I 101 •1 _ FLOOR PLAN _- _ II 1111 LIGHTING 2 2602 E4.3 TYP. T MINI MS KS DAtl, 01 JAI4JARY 200$ won, A 0247148 ADpeNDLII 1 a 1 FLOOR PLAN - LIGHTING R T 0 4' 8' 16' _ H .■ �. SCALE: 1/8"=1'-0" Contact Ken Spencer cn Project 2007-0432 u, - z U INTERFAC a ENGINEERING E ® � a 708 S.W 3RD AVE.,SUITE 400,PORTLAND,OR g72o4 °o PHONE 603,382.2266 FAX 503.382.2262 N 0 FILE: 0432E21.DWG - E2.1 I EDIT: 2/6/2008 4:53 PM BY MICHAELS I PLOT: 3/24/2008 11:50 AM BY MICHAEL SLEVCOVE 2A-39. J p PRO /� ►w DIVERTER SUMP ,�k.��G y N�FFS6, 4 SHEET KEYNOTES (<>4.6. 25 .UMP PUMP E4.1 p BBQ 0 LOCATE ALL APPARATUS BAY RECEPTACLES AT +48" J PROVIDE POWER CONNECTION TO STACKED ,�;:-, � 1 3°' AFF. COORDINATE LOCATIONS WITH OWNER AND ELECTRIC OVEN. - .r - ` ARCHITECT PRIOR TO ROUGH-IN. �F GAY 13, '�° d- II 16 31 SECURITY SYSTEM COMPONENTS ARE SHOWNcc>.y SQL 2SB1-32,34. Q PROVIDE CONNECTION FOR RANGE HOOD. COORDINATE FOR LOCATION, PATHWAY ONLY IS REQUIRED W. )1111 11111 � ; �, _../ II II II II - - - - _II I) - _ EXACT LOGATION PRIOR TO ROUGH-IN. FOR INSTALL. EXPIRES:06/30/08 �MLitt�► III II 1111 1111 1 3 PROVIDE UNDER COUNTER POWER CONNECTION TO 32 MOUNT WEATHER HEAD UP HIGH ON SIDEWALL 1 DISHWASHER. AND STUB 2" CONDUIT INTO THE BUILDING 141---1-1 'Ilmilmirimilli 11 ilE - 13•11 = �I� II 1„_ I SPACE FOR FUTURE CONNECTION OF 15. E c -1f`- II'. Ili -1 NOT USED. COMMUNICATION EQUIPMENT. VERIFY EXACT 11 I II II (III I 11 u LOCATION WITH OWNER/ARCHITECT PRIOR TO a 11 11 II II f I (� IL - - I MOUNT POWER AND CAN 12" BELOW CEILING. ROUGH IN. SEE DETAIL FOR ANTENNA 15 I_ 1- .cA. : _• � ` ` I GROUNDING REQUIREMENTS. © © = 0 ' 1 6 VEHICLE ENGINE BLOCK HEATER PENDANT RECEPTACLE.►111 Q ifP l wt30 PROVIDE 4-SQUARE JUNCTION BOX AT CEILING WITH 33 PROVIDE UNDERCOUNTER RECEPTACLE FOR HOT 111% T -----=-: :-=--- -I PENDANT SJO CORD. VERIFY LOCATION PRIOR TO WATER CIRCULATION PUMP. 37. = 101i.i I Oi 2581-42. -E FC-1 ROUGH-IN.I COMMUNITY ROOM q14M11 DINING ti‘, 34 PR01/IDE PO PUMP NN EUPPER MEZZANINETER ,�, ''� 07 PROVIDE POWER CONNECTION TO OVERHEAD DOOR CIRCULATION"111 FC-4 135 .M r.; il► i- E --- __ I _ MOTOR. • ,.3 Allika, �� c {`:' �r� HP 1 35 PROVIDE POWER CONNECTION TO SOLENOID Ii_ E4.3 � E4.4 b' PECK ,_ 6 �� FACP (It 0) 8 NOT USED. VALVE IN UPPER MEZZANINE. 37. .. - iii L� SMILE Y I ' 39. t -134 BC-1 IJI_ 9 OVERHEAD DOOR REMOTE STATION, ONE OPERATOR FOR 36 PROVIDE POWER CONNECTION TO RADIANT w , � DAY ROOM 0 � E T T L I N IIPMIII , E 13. I EACH OVERHEAD DOOR. WIRE REMOTE OPERATORS IN HEATER CONTROLLER.`il► i1►��� © ��► , ,�' (I1 0 0 0 • • • • �,,o TIE FC_8 0 L w © ( r 30. r . 110 PARALLEL WITH OPERATORS LOCATED ADJACENT TO architects �'"" - p' 'p a' --4 D � p p 2A-6,8. KITCHEN M'. II RESPECTIVE OVERHEAD DOOR. LABEL EACH OPERATOR 37 911 EMERGENCY CALL BOX MOUNTED TO ® STORAGE _� INV 13,15. ® O O O REx 136 35 ti © 1 COMM 1 11 112 TO IDENTIFY DOOR CONTROLLED. VERIFY LABELING WITH EXTERIOR WALL IN HINGED WEATHERPROOF ' ,= 39 I 2S81- LAUNDRY OWNER. VERIFY LOCATION OF REMOTE STATION WITH CLOSABLE HOUSING. COLOR RED. 5 LOBBY I I I I 125 L:.. �� ,�,�� �,,, 8,10,12. -�4IIim07-- 109 OWNER PRIOR TO ROUGH-IN. 0 131 -�. I 2SB1-37. ( I 12SB1-41. Aim- 12.'l►AG 12.i1� �' s !y ►1il► il►2s_ / 26, 4412 SW CORBETT AVE. I I M A� 8. A f ►- PORTLAND OREGON 97201 ,_ 1 h w 10 PROVIDE CIRCUITRY FOR DOOR OPERATOR CONTROLS. 2C-10. 2S 1- 2A-10. 12 - • : Ij 15 0 B s _ ... PHONE: 503 248-9170 �� ; I I 2SB1-39. I I _ 1416, 1 - 2A-26 ,... 0 COORDINATE INTERCONNECTION OF ALL REMOTE RU-2 i3941. 2A 26 - FAX: 503 248-0223 IF1 l►' a .ii► � 5 -' 28. .0 4. n DEVICES. VERIFY REQUIREMENTS WITH SUPPLIER PRIOR 5, G`m .. 35. ::G L - _ - ____ _.-_. - _ __ __ ! (� - _ ELE• rn+� ° 14. 1 - I. �► TO ROUGH-IN. Cel" e v is lit /�! • ►;/ • M`. ►�/ • 12.�--�' 20 A y .�. CGS 112.- M � ' . .,��_ �0• 1 G o s .... 29.iii 11 PROVIDE POWER CONNECTION TO GARBAGE DISPOSAL. TOILET T ILET TOILE .ia .M PANEL INV -�; rill _ - EF-4 O UPS `� _ �. 2S81 14,36 PROVIDE CONTROL SWITCH ABOVE COUNTER. 130 33. 2MDP • M 2SB2- �' I � eJ' ATS ��•. \ a •�' 6,8. O ....� \ #s 3 2A-29 31 12 PROVIDE POWER CONNECTION TO HEAVY DUTY TURN ��;;: 0 � PANEL '2SB1' =_ ,�35. PANEL '2SB2' © • i rA-33 � li,...,jju �. DORM OUT WASHER. COORDINATE EXACT LOCATION PRIOR TO 0 2C-8, '2A' _ ►' _ ROUGH IN. ll LIGHTING CON '*L `�� +ii v ,,..„ ■) '' 108 2C-35,37. ' �� RELAY PANEL L C.T. ENCLOSURE. 13 ROUTE CIRCUITRY VIA TAP-OUT CONTROLLER. - 1 litill111111111111r19111111111 1 E CL _ �, •11 SEE 3/E4.3 FOR MORE DETAILS. U ii j` p DORM II LOCKE 29.�l► II _ 0 i) G �'' ■r A-38 2SB1 42. 113 , 107 14 PROVIDE ELECTRICAL CONNECTIONS TO BBQ AND RANGE INV 2A-37. ,. 40 42. © • © SHUT-OFF SOLENOID VALVES AND PUSH BUTTONS. F. _ • III _ 3. LOCATE KITCHEN EQUIPMENT PUSHBUTTON ABOVE 27• EXERCISE HRU-1 = 29• COUNTER, ADJACENT TO DOUBLE DUPLEX RECEPTACLE. E 129 C 3 est �-� - i a. ■ '.M COORDINATE LOCATIONS OF BOTH PUSHBUTTONS WITH E 36 2SB2-23. I_I s. 3. ° 1.Vj��• ..�►�►38. ��' ® �, �, OWNER AND ARCHITECT PRIOR TO ROUGH-IN. PROVIDE • it U11 II I ENGRAVED MELAMINE LABELS AT BOTH PUSHBUTTONS. II [i, A p LOCATE TAPOUT CONTACTORS ADJACENT TO SOLENOID Li it INV-11. ° bow, �� 3i. I VALVES IN ACCESSIBLE CEILING SPACE. SEE DETAIL C II 2SB2-1,3,5. _) \' a �► _ _I G N ; o 3/E4.3. .. Q PANEL 2SB3 27_ RB-2 RB-4 f r SB2-9. -I - ', DORM _ iI O! BAY • III M E r © 35. 106 WALL n • 27. ' 111 `;_ 15 MOUNT RECEPTACLE ON SIDE W LL AS HIGH AS PANEL 2C II 122 . SHWR .• - - 31. Z "' "' ` EMS CLEANUP/STOR 1� 114 O i POSSIBLE. COORDINATE EXACT LOCATION AND • -- i /I►���.� 115 R 2A-:p, i HT WITH AR HI CT PR R T 0 124 MN 'I 128 d - J MOUNTING HE G C TE PRIOR 0 V E4.1 Aill C•RR #2 ROUGH-IN. cs _1111 ® TYP. OF 3 Oi iD - 118 I.■ i i r it> 2A-4. 31.II► DORM 0 P = _W FRS', NE TI Ot �TO B _.� � 'HA ' �"""' f.".71‘ ( 4-.---________ 105 WATER JACKET HEATER, AND BLOCK HEATER. 44 0 2C,-23,25 , 111111031.... � l �- SHOP ,� 0 40. 35 - Q @NOTUSED. Ca CI 127 !Ii. 2SB2-7. WO rl 2SB3-15. - - - 31. ® C _ ] 119 .�. CORR # 18 DATA/TELECOM OUTLET NEEDS FLIP COVER FOR 04 1 2C-12, O 14,16. GS �c� 103 I PROTECTION WHEN NOT IN USE. _� 0 I a p0 2C-6. AC-1 RB-1 RB-3 TYP.0 LOCKERS I . FC-6 19 PROVIDE NEMA-3R REMOTE BREAKGLASS STATION, Mi ket g p = ® �•7 _ PROVIDE RED ENGRAVED LABELS AND WHITE LE 1 1 tRING a ---dc° 7 �. 2A-20. �. �� 4°' 23,25. . TO READ "EMERGENCY GENERATOR SHUT OFF". itfq 23.�I► � it 0 � H � � • _ FLEX 41)23. i _ 2S61-33. TYPICAL 2581-35.B1 31, 2S 4 sv . 2A-22. 104 20 STUB TWO 4" CONDUITS, WITH PULL CORD, THROUGH � ?.S OF SIX ! -• yowl 2 = INACCESSIBLE CEILING SPACE FOR POWER AND DATA- i '.M M '.M n.r.' ���r��m.���ra�� ri I _ MECH O 4,►' ►ail► =-23' ROUTING TBD BY OWNER. II >,,< • >..� • >�� • • 40. ~��.- 4 2 0 - - - _ - - - - - - - - - - -�� INV-9.it (^ A-1$ E MIL-21 21 PROVIDE CONNECTION TO EMERGENCY TELEPHONE ® STORAGE II I I 1 imm Q 1 41) LOCATED OUTSIDE. 23. 126 VP-1 1 I 34 E .;,Ill _ _ TOILET I LET 22 NOT USED w= __ II 2SB3- 9,11,13. le M'. �`. . .iI 10 i a © E4.1 OFFICE 101 102 WITH GREEN 23 PROVIDE PUSH-BUTTON GEE BEACON 9. I 11. I - 121 ''' kG 11 'I � ®13I'I 0„p. AL 11 5. _25• INDICATOR LIGHT FOR STORM AND SEWAGE DIVERTER I SECURITY 2 G VALVE INDICATION. � ili iI a Q Q Q 0 �i 2 W L.___u.r DEVIGE5 , i l Tt 161 :�.... :r..� :.r. Tirtil n i� i 1. .m∎....1, �■�i� I 1111 0 0 0 0 0 o I© 24 PROVIDE NEC CODE SIZED NEMA 1 ENCLOSURE FOR IF-���• HOUSING TRANSFORMER, AIR VALVE SWITCH AND TIMER 40.''' �I ,fl -a- L111111=111h, EWH-2 EF-2 FOR STORM AND SEWAGE DIVERTER VALVE CONTROL. REFERENCE �,,�L lir C U U III UI E4.2 E4.1 I- 7I'. II" 1"• 1"' - 7 = 25 SUMP PUMP IS LOCATED IN DIVERTER VALVE SUMP. OT`APPROVED WITH THIS PERMIT I FC-3 1! 0 PERMIT SET ill! 1111 IIII ) II VERIFY LOCATION WITH CIVIL SITE PLANS. TYPICAL TYPICAL 1 1111 11 II 11 II 11 11 OF SIX OF SIX - -- - 0 ROUTE 3/4" CONDUIT WITH PULL CORD FROM DIVERTER I I I VALVE CONTROL PANEL TO DIVERTER SUMP. COORDINATED EXACT LOCATION OF DIVERTER SUMP FLOOR PLAN WITH CIVIL SITE PLANS. POWER/SIGNAL 27 PROVIDE POWER CONNECTION TO ON DEMAND WATER HEATER. 28 NOT USED. MEM 2602 R41% Me 29 SINGLE CABLE DATA DROP FOR WIRELESS ACCESS t> POINT AT CEILING. COORDINATE EXACT LOCATION WITH cusacto ICS ARCHITECT PRIOR TO INSTALL tAasi 01 JANJARY 2008 N 1 FLOOR PLAN - POWER/SIGNAL PEVISION161 n �l-� � I 1 R T 0 4' 8' 16' H al imilimmo SCALE: 1/8"=1'-0" Contact Ken Spencer Project 2007-0432 C) 0 INTERFACE E3 . 1 i ENGINEERING u' a. ti 708 S.W.3RD AVE.,SUITE 400,PORTLAND,OR 972°4 0 PHONE 5o3.882.2266 FAX 5o3.382.2262 N 0 FILE: 0432E31.DWG - E3.1 I EDIT: 3/24/2008 11:28 AM BY MICHAELS I PLOT: 3/24/2008 11:51 AM BY MICHAEL SLEVCOVE CONDUIT SIZE - (< � .P • Z AS NEEDED ,, OVERHEAD DOOR CONTROLLER ... -''""'�-r y DOOR #2 OPEN DOOR #3 & #4 OPEN �G v�� c�- DOOR ICONTROLLER ON OoLLER--� LINEAR ACCESS AP4 MICORSWITCH MICORSWITCH ��' 13, �g �`' TO DOOR OPEN 1 ACTUATOR ACTUATOR (TYP.) �c�y W. SQ�� ACTUATOR SWITCH DOOR #2 2 DOOR #1 OPEN EXPIRES:06/30/08 DOOR #3 0 0 o MICROSWITCH DOOR DOOR #4 4 z z o o w ACTUATOR 8 CONTROLLER w w F- o w o_ RADIANT HEATER TURNS ca 0 OFF WHEN DOOR OPENS \..... DOOR #1 T1 2 T11 T1 0 T9 T8 T7 T6 T5 T4 T3 T2 T1 RADIANT HEAT 3/4" CONDUIT DOOR CONTROLLER 000000000000 SYSTEM • PHOTOELECTRIC EYE DISCONNECT SWITCH JUNCTION PHOTOELECTRIC EYE RADIANT HEAT ' CUT-OUT OUTTAT BOX MOUNTED ON ADJUSTABLE BRACKET 1 2 3 PLUS 108 INCHES A.F.F. `■.../ . , CENTER OF BEAM 12 INCHES FROM WALL CONTROL UNIT 0 02 d ^_• • • AND 108" FROM FLOOR. COORDINATE EXACT EDGE-SWITCH LOCATION WIN OWNER PRIOR TO ROUGH-IN. RADIANT HEATER TURNS JUNCTION BOX -n ;OFF WHEN DOOR OPENS WATERPROOF FLEX GUTTER R 1- 1 P E C K PLUS 72 INCHES AFF--Y RADIO CONTROL 11 11 11 11 LINEAR FREQUENCY A I I I 1 I SMILE Y 3/4"3/4 CONDUIT o 0 o a DOOR CONTROLLER E T T L I N 0 0 0 0 I I JUNCTION BOX • architects #1 #2 #3 #4 LOCAL DOOR o I z .—f1 .-1-1 I OPERATOR BUTTONS . ° ct ° XEMOTE DOOR OPERATOR TTONS I w •— [---- I I- �-- __..'' (SEE PLANS FOR QUANTITY) O; PLUS 48 INCHES AFF z 4412 SW CORBETT AVE. WATERPROOF I w w 0 o °w I I I PORTLAND,OREGON 97201 WATERPROOF FLEX z z > > o w o PHONE:(503)248-9170 3/4" CONDUIT '/1) w � * 0 � 0- I— GU RT'RR I c U) cv cv 0 0 O to I L J FAX: (503)248-0223 PHOTOELECTRIC EYE /--PHOTOELECTRIC EYE JUNCTION BOX MOUNTED ON ADJUSTABLE BRACKET PHOTOELECTRIC EYE `-�� CENTER OF BEAM 12 INCHES FROM WALL JUNCTION BOX PLUS 36 INCHES A.F.F:" AND 36" FROM FLOOR. • I I I I • • • 3 OVERHEAD DOOR CONTROLLER ELEVATION cv © � o 0 0 24VAC• R NOTE: R R TYPICAL ELEVATION SCHEMATIC. COORDINATE ACTUAL REQUIREMENTS WITH EQUIPMENT SUPPLIER AND OWNER PRIOR TO ROUGH-IN. PHOTOELECTRIC EYE �•- _ _ _ _ _ o .-1---.OPEN I EDGE SWITCH DOOR EDGE JUNCTION BOX J__ w . I 0 z a. SWITCH \ • CLOSE o a o 7 0 O U) I I • I { ` . OUTPUT 0 0 STOP I 0 0 0 0 � 44 COIL CORD I BLOCK ° ° ° __I R ._..J O Z _ _ _ 1. _ _—.="17 _ _ _ _ _ _ _ _ _ _ _ = R - -1 TAPOUT CONTROLLER 0 014 I I I I DOOR OPERATOR BUTTONS ri. 5 § ENGINE CRANKING BATTERIES JUNCTION BOX I __L_ I 444• . I l_ POW •PEN ER GENERATOR I w C) I SEALED CELL MAINTENANCE FREE. Ca 0 -- .„ ENGINE CRANKING MOTOR SOLENOID — —j ( . ;-1 I ROTATING I NG1NE GENERATOR 1 �i'I'I'I'i ENGINE I CLOSE 04 1 _ _ 'CONTROL PANEL I L _ —I CRANKING -1 MOTOR I ( -'* 2 / I VOLTAGE I 'REMOTE ALARM I 1 Z .....L. I a. . tr- REGULATOR ANNUNCIATION ENGINE ENGINE L STOP .__I 14 *et tali t r _ _ y J ICIRCUITSTART STOP I I PHOTOELECTRIC EYE CO 1 ./ jL 111111111111111 t 1 1 1 I CHARGER JUNCTION BOX L _ J SERVICING BATTERY I . RECEPTACLE I 0 ON EMERGENCY (\--0A 013 0C 0C N � I"'� POWER. _1_ I I R '-Y--' ENGINE COOLING WATER $M GA I I I P 4j1 INTEGRAL THERMOSTAT. 24VAC; R _i I MAIN REAKEIRRCUIT E N ENGRAVED LABELS >) DR ON SWITCHES PHOTOELECTRIC EYE 1 TYPICAL OVERHEAD DOOR CONTROLLER _1.....01■■•■10•••■• ` \--NEMA �,,, NOTE: 3R ENGINE GENERATOR - VERIFY ALL MOUNTING AND CIRCUITING REQUIREMENTS WITH EQUIPMENT #2 BARE SOFT DRAWN WEATHERPROOF HOUSING. STRANDED COPPER LOOP ✓� DOUBLE DOORS THROUGHOUT SUPPLIER PRIOR TO ROUGH-IN. GROUND, 36" BEYOND I ._ 3/4"C. PERIMETER OF GENERATOR WITH HOLD OPEN BARS. DOORS PAD AND 24" BELOW ' ARE REMOVABLE FOR SERVICING. BLDG. DOUBLE PIN LOCK. DOORS ARE FINISH GRADE. PAD LOCKABLE IN ADDITION TO TO BLDG. GROUND ROD LOCKABLE CATCH MECHANISM. ROUTE IN 1"C. SCHEDULE PERMIT SET OUTPUT POWER TO TO BLDG. 40 P.V.C. CONDUIT 36" AUTOMATIC TRANSFER TYPICAL OF 4. BELOW FINISH GRADE IN APPROVED_ -WITH SWITCH. SEE 1/E5.1 FOR TO STAND BY AUTOMATIC COMMON TRENCH WITH DETAILS - MORE DETAILS. TRANSFER SWITCHES IN 0.75"C. POWER FEEDER. TO REMOTE ANNUNCIATOR ELECTRICAL ROUTED IN 1.25" SCHEDULE 40 P.V.C. CONDUIT 36" �� c j BELOW FINISH GRADE. TO BLDG. f 2602 ORM* MS K6 4 EXTERIOR MOUNTED ENGINE GENERATOR DIAGRAM DAM 01 JANUARY 20008 NO SCALE EPOCD01 B.DWG *WON& A 02-01-08 ADDENDUM 1 Contact Ken Spencer Project CO 2007-0432 Lit 0 01 Ice U INTERFACE ENGINEERING . W a- t, 708&W.31113 AVE.,SUITE 400,PORTLAND,OR 97204 8 PHONE 503.382.2266 FAX 803.382.2262 N FILE: 0432E41.DWG - E4.1 I EDIT: 2/6/2008 4:05 PM BY MICHAELS 1 PLOT: 3/24/2008 11:52 AM BY MICHAEL SLEVCOVE �R _o PROA-4, 36" OF SLACK CONDUCTORS CONNECT GROUND WIRE TO GROUNDING '� G 1 NE. s� ,. AT BASE OF POLE - k.� z ® PROTECT WITH PLASTIC LUG OF POLE AT HAND HOLE r ..• P, �/ 10" COVERING UNTIL POLE 1111 BASE COVER � � ! INSTALLATION. PLUG N �� .I �`,� CONDUITS TO PREVENT WATER DOUBLE NUT FOR LEVELING NX. ,"" gam°' ��'COLLECTING IN CONDUITS MAKE POLE PLUMB 13, ,4G'� �. �. ►. EDGE SQA' CONCRETE 15 METALLIC SHRINKAGE ��� 1 45 TOOLED W. COVER 1-3/4" RESISTANT GROUT A •-':"=i=.4 ......4. 06/30/08 I�i��l�li EXPIRES: (3) #30 REINFORCING �1� ;2,15" FINISHED GRADE Tio ,, ,.''' ..0.00001. STEEL HOOPS WITHIN ®I'�I�® . . . -n;III=«=le II=.-{� =-ri;1�:.t1-n-n=1i°- ,/' TOP 5" i•QI�1�• o e 3 GA. WELDED USE PRE MOLDED a BMA 1 -.4r • v �_ 36" '. 1 v •/.. WIRE FRAME EXPANSION JOINT FILLER iI:1 : I iai. ' ,, . ~'` WHERE POLE BASE TO ®� ®=i CONDUIT ABUTTS CONCRETE '-''11110 ®=�:I-'• COVER TO BE MARKED BRASS SWING BOLTS & „= - _ SIDEWALK OR OTHER �'• NUTS IN DIAGONAL CORNERS (�j;.ii �A - LACE CONCRETE BASE ELECICAL: 14- 1/4" CONCRETE a CAST IN-PLACE =1 al%111131111111 I III I= A,\,N1• �6, /14– 'C' DIAMETER CONCRETE STEEL G ANCHOR BOLTS , REINFORCING BAR CAGE. 6-#5 \•�F\ ANCHOR BOLTS VERTICAL BARS WITH #3 # _514' SUPPLIED WITH ;;�_ 1:1 HORIZONTAL HOOPS ON 12" ,��. ► CONCRETE PULLBOX, CHRISTY, JENSEN OR POLE, INSTALL CENTERS TIED TO VERTICAL BARS APPROVED EQUAL. N9 SIZE SHOWN, POLE PER .1 2 PULLBOX TO BE APPROPRIATE SIZE FOR MANUFACTURER'S 'B' DIAMETER ROUND NUMBER AND SIZE OF CONDUITS INSTRUCTIONS FORMED CONCRETE BASE P E C K ENTERING AND EXISTING.'� DIMENSIONS UP TO 15 UPP pL22 IEUP TO 35 UP TO 40 S M ! L E Y NOTE: ,II,. , SPLICES WITH-IN THE CONCRETE FIXTURE WIRE THROUGH 12" PULLBOX ARE T O BE SEALED WITH AN POLE TO LUMINAIRE TO 'A' 4'- 0" 4'- 0" 6'- 0" 7'- 0" E T T L I N illio �,5/8" INSULATING AND ENCAPSULATING RESIN BE RATED FOR 150 F 'B' 18" 24" 24" 24" architects I to .�' 10- 5/8 PACK, SCOTCHCAST 4 OR EQUAL 'C' 14" 20" 20" 20" CONDUIT WITH-IN THE CONCRETE• 17- 1/4" PULLBOX ARE TO BE SEALED WITH RTV II o��,-o,' 3" KNOCKOUTS DUCT SEAL TO PREVENT WATER ENTERING 4412 SW CORBETT AVE. bogo ■;o CONDUIT SYSTEM. SECTION - AREA LUMINAIRE PORTLAND,OREGON 97201 PHONE: (503)248-9I 70 GRAVEL BODY 1 STANDARD PEDESTAL ANCHOR BASE FAO: (503)248_0223 BASE 12" THICK NO SCALE ELISIO1A.DWG 3 CONCRETE PULL BOX DETAIL NO SCALE EPOSI16A.DWG 10"—•- -•-- 10'-0" ---- 10" ":. .�. 4 ALL CONDUIT � MUST ENTER FROM CEILING J-BOX I ENDS OF BOX AS -r I M . CEILING ANCHOR � 4 SHOWN /� (J HOOK) 1.4 7 4' MAX SLACK ,, STRAIN RELIEF 0 al TOP VIEW ,...7,- FINISH GRADE in 44 -1 I I-1 I I_ �I 11-1 11; Z �/ Z =1 I 1-1' ' —11 I— F� 4 Q 0 Ai' a a/-CONDUIT t4 RA ° ' -a d apo oa,uooao ao poti 5g 10/3 SJO CORD (2) - 4" Dia. 0 pp oo��o p oOOo O,ao�ocbr,O°:" oOQo po�Op�p ( ,p�! o0 o Q.Q000b'9 ague °000p $� ::. CONCRETE e.•0 ° oo 00x00 co VIEW.46`6*o°oo00o`Qo'°° SLAB BOTTOM Drain Holes 0w NOTES: SIDE VIEW DO NOT ENTER WITH 90' BENDS UP 6" GRAVEL 6'-O" INTO BOX, TRIM & GROUT ALL BASE 124 DUCTS FLUSH TO INSIDE WALL OF 6'-0" _;/, V BOX. PLACE 3/16" POLYPROYLENE 3'-8" PULL LINE OR EQUAL IN ALL DUCTS rii/ g TERMINATED WITHIN BOX. CORD CAP 1'-8" CV CV 120V PIN AND SLEEVE. COORDINATE 7 TELEPHONE PULL BOX DETAIL 6" EXACT CONFIGURATION WITH , ,, ``` fi OWNER. l'-4" C� N .� I I wool NO SCALE EPOS115A.DWG 24" 2-Ton Lift Anchc FLOOR 24' (4 Places in Top;qb v / 3'-6" NOTE: VERIFY CEILING HOOK LOCATION AND CONFIGURATION 411%.°°* 1'-O" WITH OWNER PRIOR TO ROUGH-IN. TRANSFORMER PADMOUNT - THREE PHASE 4 APPARATUS CORD DROP DETAIL No. 7272-1242-TRANSPAD-PGE NO SCALE 2,240 lbs. REFERENCE 1. _ POWER PACK OVERRIDE (OFF) SWITCH NOT' ONLY PERMIT SET APPROVED WITH THIS PERMIT NEUTRAL LOCATED IN SAME SPACE AS LUMINARIES DETAILS - PROVIDE ONLY IF INDICATED ON PL ANS UTILITY TRANSFO MLR PAD PHASE ON PL ELECTRICAL. NTS TO NEXT REMOTE ma= 2602 SENSOR IF REQUIRED >v III. MS I ,� $v o�►t� 01 JAINL4Rr 2008 LOW VOLTAGE CABLE . TO LIGHTING CONTROL v I)PER MANUFACTURER RELAY PANEL 02-01-08 A PENDI I L——-_J REQUIREMENTS 1 .. 24VDC REMOTE SENSOR Contact Ken Spencer co Project 2007-0432 w CEILING-MOUNTED OCCUPANCY INTERFACE ENGINEERING N 5 SENSOR CONTROL DIAGRAM a. NO SCALE ELICD1OA.DWG loss.w.3RDAVE.,SUITE 400,PORTL4ND,0E972o4 0 0 PHONE 503,382.2266 FAX 503.382.2262 0 FILE: 0432E42.DWG - E4.2 I EDIT: 2/4/2008 3:25 PM BY MICHAELS I PLOT: 3/24/2008 11:52 AM BY MICHAEL SLEVCOVE ���EO PROFS TAPOUT SYSTEM SEQUENCE OF OPERATION NOTES THIS DETAIL �_,;,;''�-P. A 1. PAGER SIGNAL, RADIO SIGNAL, OR MANUAL DISPATCH SIGNAL 0 LOCATE DEVICE IN COMM. ROOM. COORDINATE EXACT ."G�� 9g°' �4- TO INITIATE SYSTEM. TONES ARE GENERATED AND RECEIVED FROM DISPATCH. LOCATION WITH OWNER PRIOR TO ROUGH—IN. 13, TONES GENERATED BY DISPATCH ARE AMBULANCE AND FIRST ALARM. UPON ACTIVATION: FTy W. sr? • ENERGIZE LIGHTS IN SLEEPING ROOMS O LOCATE DEVICE IN OFFICE 121. COORDINATE EXACT EXPIRES:06/30/08 • ENERGIZE LIGHTS IN HALLWAY LOCATION WITH OWNER PRIOR TO ROUGH-IN. • ENERGIZE AUDIBLE SIGNALING DEVICES. • DE-ENERGIZE KITCHEN EQUIPMENT. K PROVIDE FUSE PER MANUFACTURER REQUIREMENTS. (GAS RANGE, ELECTRIC RANGE, AND COUNTERTOP RECEPTACLES ONLY). COORDINATE SIZE WITH EQUIPMENT SUPPLIER PRIOR TO • DE-ENERGIZE BARBECUE EQUIPMENT. ROUGH-IN. 2. ANNUNCIATE TONE OVER SPEAKERS, THEN LOCKOUT TONE AND ANNUNCIATE RADIO RADIO DISPATCH OVER SAME SPEAKERS. ALL OTHER PAGING TO BE LOCKED OUT NOTES: GENERAL NOTE LINE VOLTAGE FROM WHEN TAPOUT IS ENGAGED. COORDINATE INTERCONNECTION OF TAPOUT CONTROLLER 1. SOLENIOD VALVES ARE TO ALLOW GAS TO FLOW WHEN POWER IS AND PAGING EQUIPMENT SUPPLIER. OFF. VALVE CLOSES WHEN POWER IS APPLIED. OUTPUT OF LIGHTING 2. UPON SIGNAL FROM PAGER RELAY BASE, CONTACTORS CHANGE ***RUN FLUORESCENT LIGHTING AT 100% LIGHT CONTROL RELAY PANEL • 3. LIGHTS TO REMAIN ENERGIZED UNTIL SYSTEM IS MANUALLY RESET OR AUTOMATICALLY RESET. STATE, ENERGIZE GAS SOLENIOD VALVES (TO STOP FLOW OF GAS) OUTPUT FOR 100 HOURS PRIOR TO APPLYING AND DISCONNECT POWER TO KITCHEN DUPLEX RECEPTACLES. CONTINUOUS DIMMING CONTROLS TO 4. ALL KITCHEN EQUIPMENT TO REMAIN DE-ENERGIZED UNTIL SYSTEM IS MANUALLY RESET. 3. ALL EQUIPMENT RESETS UPON ACTUATION OF LOCAL "RESET" FLUORESCENT DIMMING BALLAST. IF THIS IS f--• > TO REMAINING 5. RESET SYSTEM VIA PUSHBUTTON STATION/INTERNAL TOCC TIMER. PUSHBUTTON; ONE BUTTON PER AREA (BARBECUE AND KITCHEN). NOT DONE, REPLACE LAMPS AND BALLASTS OF AFFECTED LUMINAIRES WITHOUT CHARGING • > ROOM LIGHTING OWNER.*** V V PECK ELECTRONIC DIMMING H N ELECTRONIC DIMMING H N PROVIDE A MOMENTARY BALLAST (0-10VDC) BALLAST (0-10VDC) SMILE Y - PUSH-BUTTON STATION WITH RED TO MUSHROOM HEAD OPERATOR. O PANELBOARD n n E T Ti L I N PROVIDE CAUTION SIGN ABOVE PUSH—BUTTON TO READ "TURN OFF • ,N (2SB1-42.) BARBECUE BEFORE ACTIVATING • - OPEN TO REMAINING < • • TO OUTPUT OF AUXILIARY RELAY archtect s BALLASTS BY SLIDER DIMMER MANUFACTURER ,,, PUSH—BUTTON. CONTACTOR HANDLES IN DAYLIGHT < • • FOR ON/OFF CONTROL ,/ „ �120V BARBECUE POWER. ZONE A A MECHANICALLY HELD. 4 I CLOSE --•"--- MECHANICALLY CONTROL 4412 SW CORBETT AVE. E4.4 I • COIL •VOLTAGE. PORTLD, EO 9 PHONEAN:(503)OR 248 G -N 9170 7201 POWER _ I I '`-, BRANCH -- PACK FAX:(503)248-0223 0 • • I E CIRCUIT I I I DAYLIGHTING ZONE I LOW VOLTAGE PHOTOCELL SLIDER DIMMER I ( 0 1ODVC OUTPUT), GAS SHUTOFF C ) WHERE SHOWN BASE RADIO I ( SOLENOID VALVE PROVIDE SEPARATE ON#.LiieL P 0 DRAWINGS 49 W--"Al r. TO POWER SUPPLY IF PANELBOARD NEEDED BARBECUE -.�. 4 (2S81-42.) I I ND 1 LOCAL DIMMING DAYLIGHTING CONTROL GAS + NO SCALE ELICD22A.DWG MANUAL TAP OUT PROVIDE MOMENTARY -- ALARM INITIATION I PUSH-BUTTON STATION WITH RED PUSH-BUTTON. MUSHROOM HEAD OPERATOR. PROVIDE CAUTION SIGN ABOVE - o PUSH-BUTTON TO READ "TURN K. I:::: • • I ( RANGE OFF BEFORE ACTIVATING R.....51 CLOSE PUSH-BUTTON. CO MECHANICALLY HELD 121 ( I • OPEN ...------ CONTACTOR. COORDINATE I I Abe COIL VOLTAGE. VI 44 Z 9a I Z I ,O COUNTER OUTLE TS 0 IF I 2 A-12. TYPICAL WEATHER HEAD, VERIFY LOCATION AND #6 THWN COPPER BOND TO MAST 0 1=1 ir.---1 § RANGE- • ► _,,, REQUIREMENTS WITH OWNER AND FOR GROUNDING (PER N.E.C.) VIA °'1 ND COUNTER OUTLETS o--I �-�0 2A-14. ARCHITECT PRIOR ROUGH-IN. ANTENNA TRANSMISSION LINE 04 I I • I TO ROUG IN. �� �/ 2S82-1 7. 0 «•�,, CONDUIT. DIVISION 16 TO PULL �1 GAS E "�- +_ COUNTER OUTLETS o o 2A-16. .0# IN #6 GROUND CONDUCTOR WITH iii COAXIAL CABLE. ria 14 CI ': O EXTEND 2 ANTENNA RACEWAY AS �/ 3 I I ELECTRIC OVEN o 0 2A-4. DIRECTED BY OWNER AND —� ""�i I I _ Ill (2SB1 42.) ARCHITECT (TYP). I I ELECTRIC OVEN 0Ill o 2A-6. ROOF J 1..--PW--- 0 N + ...._.._ CU. PR OVIDE 6"X6"X4" SURFACE NEMA 12 BOX.1 TAPOUT CONTROLLER: OPEN THWN PROVIDE GROUND ACCESS BUS INTERIOR O 2 THW IN 2" RIGID ALUMINUM-PROVIDE INTERCONNECTING CIRCUITRY # WITH THREADED BOLT HOLES, MOUNTED ti -PROVIDE NEMA 1 HOUSING �O CONDUIT UP TO GROUND BUS ON 600 VOLT INSULATORS, COORDINATE N -PROVIDE INITIAL START-UP AND �— IN SURFACE NEMA 12 BOX. L"` LOCATION AND REQUIREMENTS WITH Q PROGRAMMING CLOSE OWNER AND ARCHITECT PRIOR TO -PROVIDE PRODUCT DOCUMENTATION. ROUGH-IN (TYP). LOCATED IN ATTIC SPACE. 2SB2-13. DIGITAL TIME CLOCK, 24 HOUR, 7 DAY BOND TO INTERCONNECTING 2"C SIGNAL RACEWAY SCHEDULING, TORK EXTERIOR BUILDING BUILDING STUBBED ABOVE RADIO HUB AREA. SERIES DG100 WITH SPEAKER GROUND INTERIOR SPEAKER SYSTEM STEEL 0 AUDIO AMPLIFIER RESERVE POWER AT MDP. SYSTEM #2 BARE CU. • • 0 TIME CLOCK T . • .. CADWELD COPPER REFERENCE ONLY • • CONDUCTOR TO NOT APPR VEID WITH THIS PERM' BUILDING STEEL. TYP. PERMIT SET PH 2SB2-15. #2YPBj RE HARD DRAWN COPPER DETAILS TELEPHONE SYSTEM BOND TO 1/2" 0 DIAMETER MINIMUM ELECTRICAL REBAR IN CONCRETE FOOTING/FOUNDATION Avaem 2602 - MS 2SB1-16. I I DORM ROOM LGT. mama KS 2SB1-18. I I CORRIDOR LGT. 2 RADIO GROUNDING DETAIL . 01 JANJARY 2008 2SB1-22. I I APP. BAY LIGHTS NO SCALE vensaist 2SB1-24. 1 I APP. BAY LIGHTS A 02-01-08 ADDEND4Iti1 LIGHTING CONTROL PANEL 3 TAP OUT DIAGRAM Contact Ken Spencer VERIFY ALL MOUNTING AND CIRCUITING REQUIREMENTS WITH EQUIPMENT Project co SUPPLIER PRIOR TO ROUGH-IN. 2007-0432 o 0 INTERFACE E4 . 3 I ENGINEERING 'i' a 708 S.W.3RD AVE.,SUITE 400,PORTLAND,OR 97204 0 0 PHONE 603.382.2266 FAX 603.382.2262 N 0 FILE: 0432E43.DWG - E4.3 I EDIT: 2/7/2008 5:03 PM BY MICHAELS I PLOT: 3/24/2008 11:53 AM BY MICHAEL SLEVCOVE ���p P S'oN -' -illi., ELECTRICAL SYMBOL LIST � ��N W 5Q C EXPIRES:06/30/08 SQUARE D 30MM MOMENTARY 0 at RED MUSHROOM HEAD PUSH si. PUSH-BUTTON OR EQUAL TO WASH'# VEH LE . STROBE LIGHT: LIGHT WILL LA H / 2/� VOLT a EDWARD 102TBS–G1 BASE, 102LM–G ` �7` LENS WITH 1 02LS ST G1 STROBE / P.S. (..) OMRON H3CR A8 TIMER (1 HOUR) OR EQUAL 11% / ASCO ELECTRICALLY ACTUATED 0 TWO-WAY VALVE 24VOLT OPERATION, NORMALLY CLOSED - OR EQUAL FIG. 1 SLOT 00 SLOT 01 SLOT 02 SLOT 03 SLOT 04 SLOT 05 SLOT 06 SLOT 07 LK201 1M212 .00221 00221 OD215 0D215 SP001 SP001 50VA P E C K 120VAC-24VDC TRANSFORMER SMILE Y g N2 CN2 N2 CN2 CS1 OMRON E T T L I N -HI— NORMALLY OPEN CONTACTOR arch i t e c t s PROGRAMMABLE CONTROLLER I CN1 CN2 CN1 CN2 N -e CPU01 .;. 4412 SW CORBETT AVE. ' , - , : PORTLAND OREGON 97201 NOTES THIS DETAIL , ii a F �" _ - x ; PHONE:(503)248-9170 'F ,,, FAX:(503) 248-0223 0 PROVIDE SIGN TO READ, "PUSH TO WASH VEHICLES ',; `i- LIGHT WILL FLASH". z 'C. A,. 2 PROVIDE SIGN TO READ, "IF LIGHT AND BELL ARE -- ACTIVATED CALL MAINTENANCE". `� ' ACTIVATED, ,^ `,f r - x u I?.„„,,r,,.' i y -., met` s - °- A, ..,,, -, �} s g.q , ” `�„Y , C fir FIG. 2 - [NEMA 3R ENCLOSURE 0 SEE FIG. 1 OUTPUT BLOCK B 12OV • • SEQUENCE OF OPERATION OUTPUT BLOCK A 2A-2. • o • • N G I I C-0016 L 1. WHEN BUTTON IS PUSHED, BEACON � — 16 WILL FLASH AND TIMER WILL START COUNT DOWN (1 HR). 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 w w x m o o 0 r c r NEMA 1 ENCLOSURE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 > > =_, o = _ _ _ _ _ s---� — `—' SEE FIG. 2 2. TIMER SENDS SIGNAL TO TWO–WAY 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o z T f VALVE. VALVE OPENS TO LET AIR 44 r rr 0 -{ o) w u) 73 0 u) THROUGH TO DIVERTER VALVE. - N t t t lt t t lt 0 0 O g m N N N I Z N N N w w w -P -P -P N W -� 0 = = r n x N NJ N cn o n cn o 0 cn o n cn o n o 0 0 0 = z z z 0 z z I 3. WATER IS THEN TO BE DIVERTED TO 0 Z -a -0 r' -i -v r- -+ -3 r --1 -O r w w CO w 0 > rn m m z rn rn THE SEWAGE LINE. o 0 rn o o m o o m o o m o vi c-n{ cn cn co o o -n L pi— 'O z 13 z m "3 z rn 'U Z rn 5 -53I — C Z m m N w m N w CC CC N 4. UPON TIMING OUT, ASCO VALVE � o o 0 � I CLOSES AND DIVERTER VALVE WILL AND 014 WATER WILL BE REROUTED 44 0 0 0 0 I BACK TO STORM LINE, BEACON WILL 0 z z z z 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ' —' o N w -P to 0z v CO c0 o N w -P (n o N w P to 0) v 03 c0 0 N w -P STOP FLASHING. w 0 0 0 o 0 0 0 0 0 o 0 0 0 0 0 o 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 o FROM COMPRESSOR l Ril / 1 TO DIVERTER ria 1.1 CI o N w .4 vi 0) r.t ai ua o N CA -P U1 rn CO c0 0 - N CA -O. cn VALVE 14 k...44 1 ---=-., F.— 0 O N w -P 1/4"NPT TUBE 1=14 ,.j atO in el _ OUTPUT BLOCK C OUTPUT BLOCK D 1 STORM + SEWAGE DIVERTER CONTROL DIAGRAM I-4 NO SCALE G7TC-0C16 G7TC-0C16 3/4" CONDUIT LOOP REFERENCE: ,) ,;`L '. POWER = 115V.A.C. �1` .P � 'Li) 'A`.a. II. .1 I I.RA II,A, I EMERGENCY PUSH-BUTTON /7 c SWITCH, 1" DIA. -- — TURN-RESET PUSHBUTTON. ri INSTALL PUSH-BUTTON / fi' TYP. UNDER RESISTANT CLEAR FLIP IMPACT LID * 1 ! BARRIER GATE `� _ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N -P Cn ` T O - N w -P CP 0) J 00 c0 O N w -P CS O N w -P (.71 (3) v CO c0 O 2SB1-30, ®E RNIT SET - —n n n n 0 0 n n n n 0 n c 0 0 z n n n n 0 0 0 n 0 n n 0 n n 0 0 14)KEYPAD � I __/ `---A -- N o N (.,P1 -P 01 0) .J 00 t0 -' O N w -P (n 0) v 00 (.0 -' -- o N W -P to o " N w -P vi CONTROL UNIT \_....... DETAILS RELAYS SPST—NO P/N G 24VDC s,) SURFACE MOUNT NEMA 1 ELECTRICAL DETECTOR LOOP- ENCLOSURE WITH HINGED 2SB1-30.--{ I } FUEL PUMP 3/4" GATE OPEN/CLOSE COVER. PROVIDE RELAYS SPST—NC P/N G7-r-1012S 24VDC ENGRAVED LABEL TO ( I isiii / READ DIESEL BUNKER I DETECTOR LOOP- CONTROL CABINET'. ----\,. GATE CLOSE rams 2602 CONTACTORS: SQUARE D, CLASS 8903 TYPE "L". Mg 1/2" CONDUIT TYP. �-- (_. _I OMRON EQUIPMENT HOFFMAN ENCLOSURE \.___ EMERGENCY PUSH—BU N deaMPs KS 1 EA CS1 PROGRAMMABLE CONTROLLER �, vas ®'i ARAM'20P�8 CSD363O8 1 EA C200H-ME831 8K �� 2 FOR FUEL PUMP 1 EA 8 SLOT RACK HOFFMAN BACK PANEL 1 EA RS232C LINK 2 EA 8 POINT OUTPUT RELAY MODULE NO SCALE 02_01-ii.- ADDENDUM I CP3630 1 EA 16 POINT INPUT MODULE 2 EA 32 POINT OUTPUT MODULE 2 EA BLANK SPACER RESTRICTING CURB 4 EA 16 POINT OUTPUT RELAY MODULE 4 EA G79-100C 100 CENTIMETER LONG CABLE 24 EA G78-04 4 POINT TERMINAL JUMPER Contact ELEVATION, 1 EA 582K-03024PS AC 100VDC 24V 1.3A ONT R Ken pencer 4 TAP OUT C ROLLT Project to 3 BARRIER GATE DETAIL 2007-0432 w NO - NO SCALE ESESI01 A.dwg = 0 U INTERFACE ® W ENGINEERING cn a_ ,... 708 S.W.3RD AVE.,SUITE 400,PORTLAND,OR 97204 a° PHONE 603.382.2266 FAX 603.382.2262 N 4 FILE: 0432E4.4.DWG - E4.4 I EDIT: 2/7/2008 5:03 PM BY MICHAELS I PLOT: 3/24/2008 11:53 AM BY MICHAEL SLEVCOVE �,c0 PROFS .w.-p: Z UMW'CONTROL CABINET ENCLOSURE: SURFACE MECHANICAL EQUIPMENT CONNECTION SCHEDULE LOAD SUMMARY AT , 'iii 4,NEMA RATING: , 1 r 13, G VOLTS/ WRE I MAIN DISTRIBUTION PANEL '2MDS' 4'y w. Sr" - �AYI Cdr CONTROL ITEM D PTION LOCATION PHASE LOAD MOW CONDUI'i' _ CRCUIT NOTES LOAD TOTAL TOTAL 1 2S81-2 SITE POLE MOUNTED LIGHTS PC EF-1 EXHAUST FAN APPARATUS BAY 208/3 3/4 HP 20 203 2A-3,5,7. TYPE LOAD DESCRIPTION TYPE UNITS CONNECTED DEMAND DEMAND EXPIRES:06/30/08 2 2SB1-4 S. END LIGHTS / MONUMENT SIGN / FLAG PC EF-2 EXHAUST FAN TOILET 102 120/1 100 W 20 202 2A-9. CODE LOAD FACTOR LOAD 3 2SB1-6 N. END EXTERIOR LTG. PC General (Non-Continuous) KVA 0.00 1.00 0.00 4 2SB1-16. DORM ROOM 105 (W. SIDE) LOCAL SWITCH EF-3 EXHAUST FAN LAUNDRY 109 120/1 100 W 20 202 2A-9. Lighting KVA 10.53 1.25 13.16 5 2SB1-16. DORM ROOM 105 (E. SIDE) LOCAL SWITCH EF-4 EXHAUST FAN LAUNDRY 109 120/1 100 W 20 202 2A-9. 1. Receptacles - to 10 KVA KVA 10.00 1.00 10.00 6 2S61-16. DORM ROOM 106 (W. SIDE) LOCAL SWITCH FC-1 FAN COIL DAY ROOM 208/1 1 MCA 20 202 2SB1-1,3. over 10 KVA KVA 54.58 0.50 27.29 ____ 7 2S81-16.^DORM ROOM 106 (E. SIDE) LOCAL SWITCH FC-2 FAN COIL DORMS 208/1 1 MCA 20 202 2SB1-5,7. Kitchen KVA 2.00 1.00 2.00 8 2SB1-16. DORM ROOM 107 (W. SIDE) LOCAL SWITCH Heating KVA 4.00 1.00 4.00 9 2SB1-16. DORM ROOM 107 (E. SIDE) LOCAL SWITCH FC-3 FAN COIL OFFICE 121 208/1 1 MCA 20 202 2SB1-9.11. Motors KVA 52.65 1.00 52.65 10 2581-16. DORM ROOM 108 (W. SIDE) LOCAL SWITCH FC-4 FAN COIL COMMUNITY RM 208/1 1 MCA 20 202 2SB3-1,3. Largest Motor KVA 0.00 1.25 0.00 41, 11 2SB1-16. DORM ROOM 108 (E. SIDE) LOCAL SWITCH FC-5 FAN COIL EXERCISE 129 208/1 1 MCA 20 202 2SB3-5,7. Water Heater KVA 0.50 1.25 0.63 12 2S81-16. DORM ROOM 108 (E. SIDE) LOCAL SWITCH FC-6 FAN COIL FLEX 208/1 1 MCA 20 202 2SB1-13,15. Continuous General Load KVA 0.00 1.25 0.00 13 2SB1-16. DORM ROOMS TO <User Defined Load Type> KVA 0.00 1.00 0.00 14 2S81-16. FLEX RM 104 LOCAL SWITCH FC-7 FAN COIL LOCKERS 113 208/1 1 MCA 20 202 2SB1-17,19. KVA 0.00 0.00 0.00 15 2SB1-16. LAUNDRY 109 LOCAL SWITCH FC-8 FAN COIL COMM. 125 208/1 1 MCA 20 202 2SB1-21,23. KVA 0.00 0.00 0.00 16 2SB1-16. TOILET 102 LOCAL SWITCH HP-1 H E A T PUMP OUTSIDE N.E. END 208/3 18.7 KW 100 853 2SB1-25,27,29 K V A 0.00 0.00 0.00 P E C K 17 2SB1-16. LOBBY 101 LOCAL SWITCH BC-1 BC CONTROLLER APPARATUS BAY 208/1 1 KW 20 202 2SB2-10,12. 18 2SB1-18. CORRIDORS 103 AND 118 3 WALL SWITCHES / TO TOTAL LOADS KVA 134.3 109.7 SMILE Y - 19 2SB1-18. CORRIDORS 103 2 WALL SWITCHES / TO VP-1 RADIANT VACUUM PUMPS APPARATUS BAY 120/1 15 MCA 20 202 2SB2-19. 20 2SB1-18. OFFICE 121 2 WALL. WITCHES RB-1 RADIANT BURNER APPARATUS BAY 120/1 0.30 MCA 20 202 2SB2-21. (208V, 3 PHASE) AMPS 372.7 304.6 L E T T L I N 21 2SB1-18. MECH. CLOSET 123 LOCAL SWITCH RB-2 RADIANT BURNER APPARATUS B A Y 120/1 0.30 MCA 20 202 2SB2-21. a r c h i t e c t s 22 2SB1-18. LOCKERS 120 2 WALL SWITCHES RB-3 RADIANT BURNER APPARATUS BAY 120/1 0.30 MCA 20 202 2SB2-21. 23 2SB1-18. WOMEN 119 OC 4 24 2SB1-18. MEZZANINE LOCAL SWITCH RB-4 RADIANT BURNER APPARATUS BAY 120/1 0.30 MCA 20 202 _ 2SB2-21. 25 2SB 1-20. MEN 114 OC EWH-1 ELECTRIC WALL HEATER EMS 128 208/1 2 KW 20 202 2C-1,3. COPPER FEEDER SCHEDULE 26 2SB1-20. SHOWER 115 OC EWH-2 ELECTRIC WALL HEATER STORAGE 126 208/1 2 KW 20 202 2C-9,11. 4412 SW ,CORBETT AVE. 27 2SB1-20. LOCKERS 113 2 WALL SWITCHES HRU-1 HEAT RECOVERY UNIT LOCKERS 113 208/1 6 MCA 20 202 2A-19,21. 4 PORTLAND(OREGON 97201 304 28 2S81-20. ELECTRICAL RM 124 LOCAL SWITCH _ ) #10 CU THWN, 1 #10 CU GND., IN 3/4" C. PHONE: (503)248-9170 29 2S131-20. COMM. RM 125 LOCAL SWITCH HRU-2 HEAT RECOVERY UNIT LOBBY 131 208/1 2 1/2 MCA 20 202 2C-13,15. FAX:(503)248-0223 30 2SB1-20. KITCHEN (WALL MOUNTED LIGHTS) 2 WALL SWITCHES AC-1 AIR COMPRESSOR SHOP 127 208/1 5 HP 60 402 2C-2,4. ( 1003 ) 3 #2 CU THWN, 1 #4 CU GND., IN 1-1/4" C. 31 2SB1-20. KITCHEN (CEILING MOUNTED LIGHTS) 2 WALL SWITCHES 32 2SB1-20. DINNING LOCAL SWITCH 33 2SB1-20. DAY ROOM LOCAL SWITCH (2004 4 #3/0 CU THWN, 1 #4 CU GND., IN 2" C. 34 2S61-22. S. END APPARATUS BAYS 3 WALL SWITCHES / TO GENERAL MECHANICAL EQUIPMENT f ONNECIION SCHEDULE NOTES 35 2SB1-22. S. END APPARATUS BAYS 3 WALL SWITCHES / TO 36 2SB1-22. APPARATUS BAYS (CENTRAL ROW) 3 WALL SWITCHES / TO 6000 THREE 4" DIAMETER EMPTY CONDUIT WITH PULL CORD 37 2SB1-24. N. END APPARATUS BAYS 3 WALL SWITCHES / TO A. THE ABOVE INFORMATION IS FOR A SPECIFIC MANUFACTURER. THE ACTUAL MANUFACTURER FOR THE EQUIPMENT MAY BE DIFFERENT. COORDINATE 38 2S81-24. N. END APPARATUS BAYS 3 WALL SWITCHES / TO WITH MECHANICAL EQUIPMENT SUBMITTALS FOR ACTUAL LOADS AND OVER CURRENT PROTECTION REQUIREMENTS PRIOR TO INSTALLATION OF WIRING. (600S ) 2 SETS OF (4 350 KCMIL CU THWN IN 3-1/2" C) ENCASE IN 2" OF CONCRETE 39 2SB1-26. STORAGE 126 LOCAL SWITCH 40 2SB1-26. SHOP 127 LOCAL SWITCH 41 2SB1-26. EMS 128 LOCAL SWITCH B. MOCP = MAXIMUM OVER CURRENT PROTECTION. 42 2SB1-26. EMS 128 STORAGE LOCAL SWITCH MCA = MINIMUM CIRCUIT AMPACITY. 43 2SB1-26. EXERCISE 129 (WEST END) LOCAL SWITCH / OC SHEET K EY N OT E S 44 2SB1-26. EXERCISE 129 (EAST END) LOCAL SWITCH / OC 45 2SB1-26. TOILET 130 LOCAL SWITCH MECHANICAL EQUIPMENT CONNECTION NOTES 0 CURRENT TRANSFORMER/TERMINAL CABINET PER 46 2SB1-26. TOILET 132 LOCAL SWITCH POWER COMPANY REQUIREMENTS. 47 2SB1-26. TOILET 133 LOCAL SWITCH 1. INTERLOCK WITH DRYER 48 2SB1-28. LOBBY 131 2 WALL SWITCHES O MOUNT TVSS DIRECTLY ABOVE 2MDP. 0 gl 49 2SB1-28. STORAGE 136 LOCAL SWITCH 50 2SB1-28. POLICE 134 LOCAL SWITCH COPPER FEEDER SCHEDULE 3 SEE PANEL 'INV' FOR SCHEDULE OF UPS CIRCUITS. 44 202 2 #12 CU THWN, 1 #12 CU GND. IN 1 2" C. O 51 2SB1-28. COMMUNITY ROOM (EAST END) LOCAL SWITCH / OC # / 52 2SB1-28. COMMUNITY ROOM (WEST END) LOCAL SWITCH / OC 203 3 #12 CU THWN, 1 #12 CU GND., IN 1/2" C. Z 53 2SB1-28. COMMUNITY ROOM (WEST END) LOCAL SWITCH / OC 402 2 #8 CU THWN, 1 10 CU GND., IN 3 4" C. # 0 54 SPARE 853 3 #3 CU THWN, 1 #6 CU GND., IN 1-1/4" C. 55 SPARE 56 SPARE ti ABBREVIATIONS: TC TIME CLOCK - tis/ PC PHOTOCELL [2114 q w TO TAP OUT CONTROLLER rin I•4 OC OCCUPANCY SENSOR BA I ItRY INVERTER O GENERATOR STANDBY 8 KVA lig % 80 KW AUTOMATIC TRANSFER E 200A -I SWITCH I I %: 0 3P (2004) i- '0 ' I i r PANEL PANEL PANEL • 1 2SB3 2SB 2SB2 I 12004)-- --{2004-�- (2004}- (1003) ,,4- (- L_ . _l 14 in . t. . . L . _i 1111 PANEL PANEL 2A 2C TVSS C> EFE ONLY I T'O APPROVED 'WITH PERMIT THIS PERMI METER BASE PER CURRENT ( 304 ] (2004) (2004) (2004) POWER COMPANY TRANSF. REQUIREMENTS CABINET POWER - 100A 100A PERMIT SET COMPANY r � 3P 3P TRANSFORMER 0 SPACE SPACE ONE-LINE . SPARE CONCRETE )600A ) 30A ) 200A )200A ) 200A ) 200A PAD/VAULT PER i 3P i 3P I 3P i 3P I 3P I 3P DIAGRAM - POWER COMPANY TERMINAL -- (j) FULL LENGTH REQUIREMENTS CABINET ® • • • • GROUND BUS 600 AMP BUS MAIN DISTRIBUTION PANEL (2MDP) SEE SITE ,� E 6000 600S �_° 3 0 208/120 VOLT, 3 PHASE, 4 WIRE r• 2602 PLAN ) / BARE COPPER AVAILABLE FAULT DUTY 25,722A #2 BARE - IArw 115 COPPER TO 4"C. TELEPHONE • mows KS TERMINAL I' '`" i BOARD • PA 01 JANUARY 2008 COLD 10'-0" BUILDING MINIMUM OF THREE ........ A 02-01-08 ADDENDUM 1 WATER GROUND STEEL 20FT., 1/2" DIAMETER PIPE RODS AT MINIMUM REBAR IN 20'-0"C/C CONCRETE FOOTING/ FOUNDATION Contact Ken Spencer 1 ONE-LINE POWER DISTRIBUTION DIAGRAM Project cn 208/120 VOLTS, 3 PHASE, 4 WIRE 2007-0432 ep U INTERFACE Q ENGINEERING w cn a. 708 S.W.3RD AVE.,SUITE 400,PORTLAND,OR 97204 °o PHONE 603.382.2266 FAX 603.382.2262 N FILE: 0432E51.DWG - E5.1 I EDIT: 2/7/2008 5:03 PM BY MICHAELS I PLOT: 3/24/2008 11:54 AM BY MICHAEL SLEVCOVE ' \ ,g...10 P ROp4, '' i NE- 1/45N,sN All■FP" : 1 ›, 4Ck- 40 4" EXPIRES:06/30/08 D _ [0 0 -0. 7 - SHEET KEYNOTES -_:.,...-, . .. ...,-, 1 ...„... -ti;ra ,■IlliWi..0 7. I 11 1 11 [ le MI A A .E. .'" 00 0 PROVIDE A NEMA L5-20 RECEPTACLE MOUNTED FACE DOWN ON LADDER RACK. TYPICAL OF TWO. 7. __. _...4 .4--... u u 6414_1 lif_ • 4130 ..i.5. • r— — — — — !r-----,-.. ,-.7. -. - -7;:: 41E) ___...... ..........46 1 11 1 1 1 L 9 14 0 a ID lib i 1 f: IN _ _1 oir::... I.ITIarr._ . r.-. lift PECK !---'-'"-I- 7 T -T -,11—T-.0 0 111 II D E i:5* SMILEY 0 - 1 11 U LI Li ° 0 6 ETTLIN 1 co 111 Q9N.,..„._ i . 0 )(c) - IMP architects I I 1 I 0 1151 ,. . ■■■■■■ 11111111111. 1 1111 / 0 • . / —I 4412 SW CORBETT AVE. • 17. I PORTLAND,OREGON 97201 i PHONE:(503)248-9170 1-- - i " 0* 000.A.3. 0 FAX: (503)248-0223 No. _ 1 L., P r INV-17,19. 1 _ . . . . L. . . . 4 2 TELECOM ROOM RACK LAYOUT 1 TELECOM ROOM PARTIAL PLAN c al 1-.1. 1/2-.1, let 44 oz 0 , (=I § Equipment ID Manufacturer Part Number Description 44 04 0 1 CPI 40153-012 Telecom grounding busbar F4 Z a 2 Distribution conduit location col 0 3 CPI 55053-703 Chatsworth standard 3" deep two—post rack. 19" x 84" — 45 RMU 4 CPI 30162-703 Chatsworth combination cabling section, 6"W vertical wire manager 5 CPI 10250-712 Chatsworth 12" ladder rack — install requires rack attaching hardware, wall mounts, and radius drops. . 6 Incoming service provider conduit location 7 AMP 1479771-1 Passive screw mount video module — 2GHz. 8 output CATV splitter, one for each system ili kit [Mai 8 Sonitrol Security access control and alarm panel location—provided and installed by Sonitrol GO 9 Siemon M1-50 50 pair 66—block. Install with S89B stand—off wall mount bracket 1114 10 Wall mounted owner equipment womil 11 Ortronics OR—PHD5E8U4848—port Clarity 5e patch panel for VOIP cabling to the Dark Blue jack - 12 Ortronics OR-60400057 2U horizontal rack mount wire manager 13 Ortronics OR—PHD5E8U4848—port Clarity 5e patch panel for VOIP cabling to the Green jack 14 Ortronics OR—PHD5E8U4848—port Clarity 5e patch panel for Data cabling to the Orange jack 15 Ortronics OR—PHD5E8U4848—port Clarity 5e patch panel for Data cabling to the Black jack 16 Ortronics OR—PHD5E8U4848—port Clarity 5e patch panel for CATV cabling to the Pink jack REFERENCE ONLY 3 TELECOM ROOM EQUIPMENT SCHEDULE -„.„01:APPROVED WITH -FITTS PERMIT NTS PERMIT SET FLOOR PLAN POWER/SIGNAL mem 2602 Oritelt4s MS =KM KS PAM: 01 UNARY 2008 mem. A 02-01-08 ADDENDUM 1 Contact Ken Spencer Project I-- 2007-0432 _ 2 -5 INTERFACE < E 5 , • _ ENGINEERING cn a. r.- 708 S.W.3RD AVE.,SUITE 400,PORTLAND,OR 97204 0 PHONE 0 .382.2266 FAX 503.382.2262 C■1 0 FILE: 0432E52.DWG — E5.2 I EDIT: 1/18/2008 11:22 AM BY MATTS I PLOT: 3/24/2008 11:55 AM BY MICHAEL SLEVCOVE �cc PROFS ' N �,�G 1 N E4. ,,/,,, -- a, litt, 1 • os e •- cow _ SIGNAL PLAN LEGEND ,7 A °CT 2 V L. EXPIRES:DEC'31, 2009 I POLE E CHART • EQUIPMENT ON MAST See ODOT Standard Drawings ARM OR SPAN WIRE TMfi31 and TMfi32 EQUIPMENT ON POLE LUMINAIRES (Length In Feet and EquipmentType) - FIXTURE, , POLE DWG. STRAIN CONTROLLER FIRE TERM. TRAFFIC PHOTO TYPE POLE CABINET PRE-EMPTION CABINET SIGN SIGNAL CELL ARM D 1 D 2 D 3 ARM ARM MOUNTING TYPE TYPE WATTAGE PECK NO. NO. "AN* DETECTOR DEG. DEG` DEG. DEG. LENGTH LENGTH DEG. HEIGHT SMILE Y 1 TS- 2 MP1 -- 270° -- 180° - _ 25 0.5 6.5 12.5 E T T L I N V6 AL V6 t architects 2 TS- 2 \I P L1 - - 0° 180° Q° _ 20 0.5 4.5 8.5 10 0° 35 HPS M-C-III 200 V2 AL V2 OBETT . PO4412 RTLANSW D C, ORREGON AVE 97201 NOTES: PHONE: (503) 248-9170 Blanks in the chart shown indicate no equipment at that location. FAX: (503)248-0223 V2 = Traffic Signal Type 2 V6 = Traffic Signal Type 2 AL = Sign, 24" x 36 Aluminum w/Adjustable Bracket Mount Tenon Not Required (See Std Dwg TM416) o (/) c;'' ci M Q) c i N '1 "'V r: CABINETS AND CONTROLLERS PREEMPTION , � GENERAL NOTES = - v-'- Ci ft...- ---1 : i C INSTALL MODEL 170E CONTROLLER WITH "W4IKS" SOFTWARE (THROUGH INSTALL CHANNEL (Ch), (N) BARREL FIRE PRE—EMPTION 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO CITY OF TIGARD ORDINANCES AND ,, 336 WASHINGTON COUNTY LICENSE AGREEMENT) IN MODEL 336 POLE � DETECTOR UNIT. w STANDARD SPECIFICATIONS, THE LATEST OREGON DEPARTMENT OF TRANSPORTATION (ODOT) — MOUNTED CABINET, ORIENT FRONT (LOUVERED) DOOR AS SHOWN. STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, CURRENT ODOT STANDARD DRAWINGS, g 0 ift INSTALL CHANNEL (Ch) FIRE PRE—EMPTION DETECTOR FEEDER AND THE SPECIAL PROVISIONS FOR THIS CONTRACT. �°" o INSTALL 120/240 VOLT METER BASE. WV CABLE. r— INSTALL POLE MOUNTED SERVICE CABINET, 120/240 VOLT, FOR 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF EXISTING UTILITIES AND COORDINATE WORK . N � ti 0 BOTH SIGNAL AND ILLUMINATION CIRCUITS (SEE TM427). WITH THE UTILITY COMPANIES/AGENCIES TO ELIMINATE ANY CONFLICTS. �- o CONDUIT z 0 LT g INSTALL TERMINAL CABINET. 3. THE ENGINEER SHALL FIELD VERIFY THE LOCATION OF ALL SIGNAL EQUIPMENT BEFORE oat (0) INSTALLATION. cc § INSTALL (5) INCH ELECTRICAL CONDUIT. POLES 4, WASHINGTON COUNTY WILL PROVIDE SIGNAL FIELD TESTING SERVICES. 0 INSTALL APPROXIMATELY 10FT OF UNDERGROUND CONDUIT PL INSTALL TRAFFIC SIGNAL MAST ARM POLE BETWEEN THE PROPOSED POLE MOUNTED SERVICE 5. WASHINGTON COUNTY WILL PROVIDE SIGNAL TIMING. WITH LUMINAIRE POLE CABINET AND IF EXTENSION (35 FT. MOUNTING HEIGHT). THE EXISTING PGE GROUND MOUNTED TRANSFORMER. CONDUIT SHALL BE 3" DIA PER PGE STANDARD. COORDINATE WITH PGE 6. EQUIPMENT SUBMITTALS AND POLE DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR ON MP FOR CONDUIT ENTRANCE TO TRANSFORMER AND FINAL SERVICE ODOT BLUE AND GREEN SHEETS. CITY OF TIGARD APPROVAL OF THESE SUBMITTALS MUST BE 0 Q IN TALL TRAFFIC SIGNAL MAST ARM POLE. CONNECTION. OBTAINED PRIOR TO CONSTRUCTION. Q .Q Aft, AFTER EM OVA (-0 0 MA R L OF EXISTING LIGHT POLE FOUNDATION, INSTALL 7. THE CONTRACTOR SHALL COORDINATE WORK WITH PGE FOR POWER SERVICE CONNECTION. THE Q INSTALL (L) FT. TRAFFIC SIGNAL MAST ARM. NEW STREET LIGHTING CONDUIT AND WIRING TO CONNECT ON CONTRACTOR SHALL INSTALL CONDUIT AND WIRING TO POWER SOURCE AS REQUIRED BY PGE. - BOTH SIDES OF EXISTING FOUNDATION TO PROVIDE A COMPLETE CONTACT RALPH REISBECK AT (503) 570-4409. 0 LA INSTALL (L) FT. LUMINAIRE ARM. AND CONTINUOUS STREET LIGHTING CONNECTION. COORDINATE 0 I--- CD WORK WITH PGE. WORK RELATED TO THE CONDUIT CONNECTION 8. NEW SIGNAL POLE FOUNDATIONS SHALL BE GRADED TO MATCH ELEVATION OF BACK OF J Lj AND LIGHT POLE REMOVAL SHALL BE TO PGE STANDARDS. SIDEWALK. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDUIT SIZE, <C a r SIGNALS 9. IN CASE WHERE EXISTING SIDEWALKS ARE DISTURBED DURING CONSTRUCTION, SIDEWALKS © EXTEND 2 INCH CONDUIT INTO FIRE HOUSE AND CONNECT TO A SHALL BE REBUILT TO CITY OF TIGARD STANDARDS AT CONTRACTOR'S EXPENSE. , ( < Ci Ph INSTALL PHASE (Ph) VEHICLE SIGNAL WITH LED S. PUSH BUTTON LOCATED NEAR THE BAY DOORS ON THE EAST C2 SIDE. COORDINATE LOCATION OF PUSHBUTTON WITH FIRE STATION Q PERSONNEL. INSTALL AND CONNECT CONDUIT AND WIRING TO CD 2 SIGNS PUSH BUTTON. PUSH BUTTON TO BE INSTALLED UNDER THIS L I- ONTRACT. II 0 AL INSTALL ALUMINUM (24"X36", DIAMOND GRADE SHEETING} MAINTAIN AND PROTECT EXISTING > L-0 EMERGENCY SIGNAL SIGN R10-13 ON MAST ARM. ING LIGHTING CONDUIT. I— REFERENCE ONLY NOT APPROVED WITH' -0 AL INSTALL GROUND MOUNTED "EMERGENCY VEHICLE" (W11-8) SIGN WIRES � :rI-IIS PERMIT MY (30"x30") WITH AN "EMERGENCY SIGNAL AHEAD" (W11-12p) a SUPPLEMENTAL PLAQUE (24"x24"). MOUNT SIGNS ON SQUARE INSTALL (X) CONTROL CABLES WITH (N) AWG No. (0) 0 STEEL TUBE SUPPORT. ENGINEER TO FIELD VERIFY FINAL Mir CONDUCTORS. h. of Vehicle Signal Head End of Mast Arm LOCATION OF SIGN. 90° TRAFFIC 1 » TG7: INSTALL (N) NO. (G) TYPE THWN WIRES. I r; AL INSTALL GROUND MOUNTED "STOP HERE ON RED" (R10-6) SIGN SIGNAL n VW (24"x36"). MOUNT SIGN ON SQUARE STEEL TUBE SUPPORT. D3 s NOTE: LEGEND _ B = ADJUSTABLE SIGNAL BRACKET JUNCTION Ch = CHANNEL SHOWN D2 onuor entationown .� UIVCTIUN BOXES G = AWG SIZE SHOWN ,� L = LENGTH SHOWN 1 � diagram is clarification of Q JB INSTALL 17 x 10 x 12" (MIN. DIMENSION} PRECAST CONCRETE N = NUMBER SHOWN • distance and Q �/ JUNCTION BOX. = of Arm E 1 gQJECt: 2602 Ph — PHASE SHOWN �- angles of Ti cS T = TYPE equipment that nom: MK X = NUMBER SHOWN may be located in = SIDE POLE MOUNT on a Mast Arm "E` D PLC ILLUMINATION 2 = I2" R, I 2" Y, I2" G or Signal Pole. DATE: i APRIL,200E3 RX REMOVE EXISTING PGE LUMINAIRE POLE AND FOUNDATION. Channel B of Terminal Cabinet REVISIONS: :A LP DELIVER REMOVED LIGHT POLE AND FOUNDATION TO PGE. F_ COORDINATE COORDINATE WORK WITH PGE. Ct.°i' 270• �7 INSTALL COBRAHEAD STYLE LUMINAIRE, 200 WATT HIGH --m--- �6 HPS, U PRESSURE SODIUM, 120/240 DUAL VOLTAGE MAG REGULATOR .....--A--...._ ...,..--) .- 6.. BALLAST SET AT 240 VOLT, FLAT LENS MEDIUM M—C—III CUTOFF 02 .--. 04 MAST ARM POLE ORIENTATION DIAGRAM ° TYPE III DISTRIBUTION. 0, - E2 rD U d- iw �� Phase 4 _ ` y° TS - 1 0 N Phasing Diagram Fire Pre—Emption Operation 0 N U 0. 3 a. N 0 QX © --, _ 0 PROie-sj, I V . • • r . 1• Aiiiri ..(40 . lir DIY : i , I ____ ,--- ir EXPIRES:DEC',31, 2009 ------' ,.../- __ ,-,--- Li L , S 0 " 1 5 2 6 "W PECK SMILEY ........... AL --- _.-----'---- VP ETTLIN _------ ..------- --- \0- architects , -'\,,„„--- ,-.,-1' 3 *dada 1-10 0 I . ,--- Vd O 6 Mir B B 14 - 5"---)- - - O.. ___ _ ...- 4412 SW CORBETT AVE. - _ _ -------- -- --- - -- \-('(--- ._____.------- PORTLAND, OREGON 97201 PHONE: (503) 248-9170 FAX: (503)248-0223 ..- __-- - ..------ --._--- POLE NO. 1 Lima STA. 104+39.8 26.0' LT 336 •1110111. \y-- .----"'--- .................................\ AL _ ____-- \ft--- 0 ..-- - /' co c, C4 2 S g . 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CD _ _,,,-.1.'...". ,m-"--.. . - 001■08•■■■•■••■•••■• OMMO,.......... 001■0111110■1 ..,.■■.^--. M ._,..■. ■,---.. *.:- '. '''-''-r -- 10.....* **". M A _„------ AC D/W ------ 2 -- -- Alek 2 B 8 20 \ A., - ___ ___------ ,__--------'--- __ ------- HPS < V 0 - --------- ------- MN --11 _ — -- ______ ---------- _-_____ ......,„-- -;4.r. ■ \ - __---- .„-- _____- -- - _.„---- ____,- •■■•■•■■••••■■■■•■ AL , ,..0 _____ -- All „"'...- 011■•■•■•••■■■•■■■ V) < CS' ••■•■•■■•■■••■■■■■■•■■• .;;.._..r............. .,-...,,,a,.......'-'-v-' ••■••••.................* .'"."'''....."."'''''.. ..Wir-'- -"." ----- m!IIIIIIII --''.----- ._„ _. ___ ..___ „, , ,, n LA _----- (' 10 Au. ___.1 INSTALL 12” WIDE WHITE [.. CD 2 THERMOPLASTIC STOPLINE ----- Mr ' 1111 a .„, Mr 49 -- - Arita -. - .6 r __ ____ _____ .... -47, 8 -134111111" 111111111H-------i LT- 1111111-- .brYiViNo- > In >, O ' ....-1 ----LI A p A 111111" Y -- -±-.-.) / 2,Sp la _______ CS AL 4 REFERENCE ONLY 0, in Mr _____— ___— a -NoT APpRovLD \vim 'THIS PERMIT 8 C -R,A \ S Ammk______, „-- AL AL READ MP TRAFFIC --4=i---„,_ 1 ItSF 65' TO SIGN :1J4 NW 200' TO STOPLINE AC D /W r RLFDX 0 PL. 000 POLE NO. 2 SIGNAL \ VP STA. 104+88.1 30.1 ' RT PLAN i 0 < PROJECT; 2602 ,-i "6 0 DRAM MK , 0, ____ *0 -0-my127e CHECKED; PLC 2.) L CENTER IN 41009"4411 DATE: I APRIL,200E3 -,, = TURN LANE c P Ilk 2 11 pir REVISIONS: i-.. , ti 1 0 10 20 t-P P a . 0 I SCALE: 1 " = 10' TWO WAY LEFT TURN LANE MARKINGS - E 8 0 . SEE MUTCD FOR DETAILS. ARROWS _ ,-) . 0 _ SHALL BE THERMOPLASTIC T s - . PAVEMENT MARKING MATERIAL. 0 Iii ...a) a 2 1 o_ <ct 0 N . . _ _____ . . i • e: t , . . . • A.. ii' ---__ --._ ---I . I 10\i* v / i • : 0 IIII •. . '24/ HANS J . • • . fr.. I / . - - - --1.1111111111111111111 1 I • 1 PORTLAND, , . o . _ / . . Nisr f i '.i,. .. .r.. . : 77 • . . • . . • . . -\- ma MM/M/ ssssmssssasmmswssammmmmar MIIIIIIIII ..iiumimmimi......................_._.__. • itt.I -• - • - ..................„„„„............... 'IIIINIIIIIIIIIIIIIIIIEIIEEEIIENNINNNIIIIIII '• • • .. cr" . "II . , • . • • . •. I MIMIIIIIIIII.IIIIIIIIr • 111lI .... . • . . ••• . :,...........„) • • . • ,, -.---7. ________, • 4„..:,..:,._ s4 PECK • ,-. ---- , ,, SMILEY • • . Y. 11 . . . . . . al 1111111111.11111111111111111111111111.0.1 I . • 1111 1111111111, • a r Ec Th Ti ti-architects. • . all11111111111.111111111111111=111.11111111.11111111 1111111111111 4412 SW CORBETT AVE. • .il Illiu...m.....m..........._.___iuiium...gjmn . - . M1111111111111111111..iiiiii 1•1111111111111111.......1111111111111 . PORTLAND, OREGON 97201 anill111.1111.111.11 111111111 111111 111.1111111.1111111111111111111111111 mummin........M11111111111111111 aIIIMIIIIIIIIIIIIIMII . • PHONE: (503)248-9170 FAX (503)248-0223 MMI1111111111111111111111111111 11111111111111 MIIIIIMIIIIMINI . • • • • 111111111111111111.... JIMM • MMIIMIIIIIIMIMIIIIIMIIMIIIIIIIIMM . ,_ _ 11 ,,:..._! , . ,___,..,__, . • - • 11.1mmll.mmk .. 11lMIIIIIIIIIIIIII JIIIIIINIIIIIIIIIIIIIMIIIIIIIIIIIIII..mmml - . . _ MIIIIIIIIIIIIIIIIIIIIIIIIMIIIMIIIIIIIIIIIIIIIIIIINIIINNIIIII • • • MI ■11111111111111111111111111111 111.11111.11rne 1 __ ..- , : . ,. iI1.InIlllllIlllIlIllMllll6_M1II. _ . . . ,. ___ . 11111111111111111111111111111111111111IIIIIIIIIIIIITHRSETEA-BTAIOYNFIRE a __ 4. ..-----" : .4. 7 - STAFF PARKIN& _-- _. ._, : .4 - : 44 ....•" ----- . . Llt. — / A • ---- . ,. - . . . 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'-a -a. ......••-". --- _ . t=1 6 . . 0 STANDARD POST-MOUNTED STOP' SIGN. • - .... 0,. <4 04 • ...._ , No !_,.,> ___- • 0 'EMPLOYEES ONLY' POST-MOUNTED TRAFFIC CONTROL SIGN. - • • 11 '. : . ... --- ,--- M ' '''-' t i - -VISITOR - .... ------" -I. --.'----- _---- 0 'VISITOR PARKING' POST-MOUNTED TRAFFIC CONTROL SIGN. - • . • . _.. 10 MI Ikn Fl > Ig© PARKING . ..., - --- _,-- " ---- .„0„...,„...„.......„.„,.■ MIN. • . _ ------• (il Fl (NI 2( 4„euil-v1146 - -lg. ..,.,--- - . . ---- IIIII ... - - -rt3A61( -I ,-- . - -. ... -1:------• ------ le I•1•I Iff/0/00/./...../NW ,, - I.MN MEM M■11•1 ..M.. • ■,-"- -- '-'--< I .. . - . . . -■,__, 1/1.00 0.. ' /-- -- -, - ■,,.__ . . . Etl.....' : • • • ---■,. ., ----■- ----■.. • 0 . -------_ ----.._ ' '-- Loll.01111110101111111. . . 411 ..------- -- -, . -- -.... ._ ----- • . 0 ------■---- ------- ' - 0• 0---- la . ,_ 0111111111 0 . , 0Waigag REFERENCE ONLY ' ..... ONNIMMINNIM111■11111•1 111/M110/1■111 ' . • SITE PLAN iiiiiimilh. ...,,,,,o!Fge•"'''''''...........a. \ _-- -- NOT APPROVED WITH THIS PERMIT fo, k A cEic :,..,„ slp.... 111.1.1 ______ i, ,‘ ______ -4, gait) tl _ ___-• it - S 311 2602 11 --- II --- DFC°PERMIT:u NONE c, N,S171OREVIEW TL:A F F I CJ BI 0 - -- CHECKED: ___----1---- it DATE: 13 MAC 200S -- - SITE PLAN NORTH PN REVISIONS: t li — 11_ 11_________ 11 1—(1) 0 .. 1 I I II ll 0 5 10 20 40 80 TS -3 .4, a) ... , (r/ \ �s 434 \fl