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8500 SW SPRUCE STREET-2 DRAVIN BY: 1,11+ CHECKED BY: -_ SHEET NO.: jqmL .,'. ��VC• /�� � DATE: 10 12- 94 39894 '1�rtsl � 0� J °��`v JOB NUMBER SET NUMBER " NAT _L10 :N_ AL-IAPA 1 __HA _'ED- T1S CHUPC i , H Owner: Architect: JAPANESE INTERNATIONAL DWAYNE BRITTELL BAPTIST CHURCH ARCHITECT & PLANNER MR. TOSHIO HORII 2001 MAIN STREET FOREST GROVE, OREGON 97116 (503) 357-7029 FAX (503) 359-0435 8500 S.W. SPRUCE ST, PORTLAND, OR 97223 (503) 297-5947 �y. VICINITY MAP I GENERAL NOTES GENERAL NOTES DRAWING INDEX iM i. A-1 COVER PAGE — GENERAL NOTES , INDEX > •':Sw AIle- RS "�d( _ �w5 tuwm00 ho,�loe SY IA)REO ra,� t >, m _ v r r I. All work shall be incom,linxxsvth5tateofUr onSn,cuonlS ,ttinh ('ode. 1o931fdition 14 Provide an approved fire alarm system throughout the huilding Coagulate plans and A-2 CODE ANALYSIS , ABBREVIATIONS \ II arepr. �,,,e ' " Sr ` — ply „¢r �I a u tern„ a (1991 U.13 C.) and applicable City of Tigardr gnlahcns ' y A-3 FOUNDATION PLAN DETAILS specification shall l>c submitted for review and approval be the architect And the ('ily of Tigard prior to cauut r , > ~ r B P system installation. The fire alarm system shall meet all requirements of + = �' u,assv -1 - "t' sv rEltr 4j 2 All door openings in 1 hr. corridors and fire resisting construction shall be protected with U.F C Standard p 14-1 and all other City of Tigard standards. Alarm system by separate A-4 FIRST FLOOR PLA N ' tight fitting smoke draft-control assembly having a fire protection rating of no less than 2n permit A-5 EXTERIOR ELEVATIONS •us `� - .; 3. J3 Q� t-rte=--.Sit-a c WE ° e ; min The door frames shall bear an approved label. Self closing devices are require) . . alt ^� A-6 ROOF FRAMING PLAN , DETAILS cw, 14� sy _; sr a ^. _ 3 Provide 2 inch(nominal)lumber at all concealed tion openings(11ori:ontal and vel I IT ) anJ 15 Provide fire extinguishers and cabinets as required by City of Tigard Fite Marshal A-7 BUILDING SECTIONS , FRAMING SECTIONS • �5 a d d ` � � 3'--7-=----__` a+� a,s, s, between ceiling and roof space according M Section 251G(f), UUC. :I SI �I a1 n 16 Provide safety glazing in all windows located closer than 24" to doors, and in ingress all A—g STRUCTURAL NOTES , D 00 R & WINDOW t"`rt srsm u I SPMXE dl AisrA 4. Provide draft stops in attic u per Section 2516(t) UBC Provide I hr. access door between egress doors, and at all storefront windows as per OSSC Sect. 5406. t.• sur ` " � -` - :�, "a" „ ^� � SCHEDULES ► 5 Panic hardware shall comply with UBC Standard No 3)-4 A-9 STRUCTURAL DETAILS _ P Y 17 Provide a vapor barrier with onc•pem,rating installed on the warm side (wiener) in all exterior _d walls and ceilings, typical throughout all new construction as per OSS(' 53u3(F)_ G All interior finishes shall exceed the minimum finue spread dauification ul'between 20 end A-10 STRUCTURAL DETAILS -A�� � �'� - A A r A � �� � --� 75 (Class 11). d 'e A = '� 19 Provide the following shop drawings and designs for archilecr's and City of I iganl building rr 51 sr �.rrtr A-1 1 1 /4 RESTROOM PLANS , ELEVATIONS V � � rut a official approval: •Q ��F L aIMTA�st sv ,yl 7 Provide fire dampers on all ducts penetrating fire rated corridors, walls having openings into A-12 REFLECTED CEILING PLAN sv snr ST � w the corridor and ceiling of fire resistive Boor-ceiling, roof-ceiling assemblies Ducts c Roof Trusses y � at SW E- 1 FIXTURE SCHEDULE , NOTES , LEGEND \ '►n a a 39 ' ^ 'O00 g ,,stn penetrating fire-rated corridor walls shall be provided with combination lire/smoke dampers d Glu Lams » a4 K _ % conforming to UB(' Standards Nos 43.7 end 4)•12 with a minimum leakage classification Structural steel fabrications E-2 ELECTRIC POWER PLAN r a a _ _ " _ Al.AI al of III per O58C' 4306(j)5. \ -._� 19 Mechanical contractor to submit shop drawings allowing supports of mechanical units to E-3 ELECTRICAL LIGHTING PLAN - *., el167 - A- ' . R All door landings shall be no lower than I/2" from doorway threshold (alalninum), and shall structural elements of the building. Verify all mechanical loads are consistent witll load E-4 ATTIC PLAN ELECTRICAL - `a� �' "Uocu W meet all requirements of Section 3304(1), bearing capacities of the structure SAO ROOM , EQUIP . . r Il , SCHEDULE , DIMMER PANEL SCHEDULE wliLA tin__ o Ramps or sidewalks shall not exceed a I/12 pitch or I/20 where serving the handicapped+,ed M bl Owner shell Provide all kitchen equipment That are not specified in Division t5 ('mr,ractor G PANEL SCHEDULES ' tiara PAA r,� , L� 9 9arus, s fR 1_94_ least 50 percent of all public entries, or a number equal to the numbe of exits tequiled fly shall install all equipment. E-5 rrtrn n r7 » w � y A sr awo Section 3.303 (a), whichever is qr IPI �7�dl ct,3Ci, ahallbeeucessible (seernn3l( K, (b) 3). P-1 WASTE & VENT PLAN Car 21 Any room having an occupant load of 50 or more where fixed seats are not installed, and r PLUMBING CONNECT . s ° till, _ ''---3 rta aa- urr Sa w"Fg 10 Gypsum wallboard shell conform to ASTM C-36, Fire-rated G1A'13 to ASTM C'-36n, type x which is used for clawoon,, assembly or similar purpose, shnA have the capacity of the room SCHEDULE , LEGEND „ FAM N , ;' Sit YAW, ` d = ^rs Install water-resistant GWB in bathrooms and areas subject to moisture exposure Posted in A conspicuous place on an approved sign near the main exit front the room Such � .l signs shall he maintained legible by the owner o the owne is F'- 2 PIPING PLAN authorized agent and shall , DETAILS » ¢ »+ I _ nits I All curtains, draperies, drops, tapestries and similar nunishings and decorations shall be indicate the number of occupants pcnniucd for each room Lse (Section 3302 (c) )main, 'ied flameproof aM-- 1 MECHANICAL FLOOR PLAN , NOTES , LEGEND Qct; .Ir d rr , . ti s..;ltlyoc rr of nonoombustrbhe materials or be rendered aril s per UB(' bFA ., :r - t3. : :a sw. oq SITSect. 4206. SillEa"°°°- 1 M-2 PARTIAL ATTIC PLAN , SCHEDULES , DETAIL 12 Guardrail spacing and all stair rails shall comply with Section 1711 13 Strictly follow all requirements of Americans with I)isnbilitiea Act Accessibility Guidelines AplNeved...... :......c....m....O. ,F,,TP3ARD,,,,;,,,,,,,,,,,,,,,,,,,,,,,,,,,,, APPROVED PLANS MUST BE ON JOB SITE (ADAAG) and Chapter 31, Accessibility, OSSC, including the following. C6aElift*Approved ..........................................1 1: ` Por 011ryry Ih W kq��escnga� I , uu1 A. Restroom signage !hall be rained and hrflilled cbnrncte,s oriel picemHal symbol signs PERM] N;. Ia tall be provided complying with Section 3I09(o)5 Saalatter ta:Pot!Ovi.............. .................................1 Jf h Handles, pulls, latches, locks, and plumbing fixtures shell have lever ar other shapes permining wrist or arm pressure operation with activation force no greater than 5 p ;,oands conforming to Section 3109(c) Doors sftall cormply with Section 3304 Ilyi Spruce Street.9500 r aUP 95-012a.9UP 95-0179 SIT 95.0006 1 of 39 II' Ili, nnlice appears cicarrr Than lie --- dncumeut, Ilse document is of mal);iva1 qua':;p. ilill�ilil�l��({ttj1+U{+!( lik�l►�I{I11 Ujllll�ililll Ililili��llll r rilli�i{r llfli11111��i1i1i i i11111i�iilli iUUli�lllll II�UIi��Llitil it{NI�C D _�II�IIr fYga rsAsle al - n-- - 5- _ duo IIIIIItII IItIIINI iMfl!It H �1f( ( fll IIIIIIIII uldllnh�ulnnllllllnldlnlllllhndnll IIIIIIIIIIIIIIIIIIIIIII��II��IIIIIIIIIIICIIIIIII�IIIIIIUIIIIIIIIIII 11611111 IIIIIIIIIIIIII iIIIM�!iff11 Illltlflf 1�� ARCHITECTURAL B ARCHITECTURAL r ABEViAT1 �N �: (, A. 1991 UFC �. S YM B 1 )f- J -1. 1991 UFC WX 11. 1991 UMC SEI OM am"w=4/a IM��IIAL ANIEMATIITMT;, NM S[f tTb#Fll iMANM dtalM FOR ADD1=* SYilla & E . 1996 NEC d F . 1953 CAE VA ST RUCT URAI SPE C I AL T 1 CODE (GSSG) � 193 OREGON ENERGY CODE GUIDELINES MNE ^L ' AADAAGMAIA TARGETS H. FEDA's is HOSE 1109P IMO UNLESS NOTED OTHERWISE Ateww Jn KnEM can w w ROOM ►+ NOS YNW L ANOI.E 11C HAND:CAPH ID -f-Q J[2k .-2Uf.►_1-R1 j-QM- A one story church b u i Idling HORIZONTAL VCT VINYL COMPOSITION 111E DRAFT STOP SUSPENDED ACOUSTICAL OFF1 - - -ROOM NAME sw I c--'� AT 1/R W(iI, PRf_SSUKF LAMINATE WI>ER1 YkR11CAl .�E �! SYSTEM ( AODM No. CEIITERUNE WAC HEATING, VENTILATING ! AIR COND11IONING KST VESTIBULE EASTiNr EXTIRIOR 4#4 [ Q��uQyncv �__A-2. 1 ���-_ WAILS ! PARTITIONS FLOOR -�_�-_ �� Type V. 1 Hour - OIAfA_'L;, "><+ ROun'U M �SJT)E DIAMETER CH(EFIM QST VINA TILE kWAILS -] SUSPENDED GYPSUM rye i o 1_ NUi1F1ER -- - - E TERIOk WAl lS A I BOARD CEILING U.O.N. T H r . r� tNSl1lAT1r1N Wll� WI Rt - - - ----- INTERIOR F'/RTITiON:: (,p � DOS NIM TA!lf�T F_ I.[.s.�3sa11g.i1ar_4_ E3�QY 1 S�'Tl4111.,l: r.,,,, �� INTERIOR I!.R � WATERtXC`'>El TO BE DEMOLISHED - -u GP-GMS11lJ PLASTER Ek Hu ! I d I ng Elements (Tab , s 17--A) : heir,' r y A. Exterior Bearing Walls SQUApF flf'ItIFLr I QTR WATER Htikh �� NEW 2X WOOD STUD h. Interior Bearing n Alai is 1 hour UII JAWTOR � �'� 9 1 hour X4,0 ', �T JOINT CM FLUORESCINf LIGHT 9 Aa ANCHOR W;LI WITHOUT WALL (WHEN APPLICABLE) C. Fxter for Non--bearing Wal I s l hour AC - --- , AIR CONO.►t('NINC WAITRPROOF Q EMERGENCY FLUOFrE5fN1 BOOR N0. D. I n t or i or Non-bear Ing A+n I I s 1 hour LAM LAMINA?E(G) 3"��"'*".'*' NEW META! STET, WALL WAINSCOT Ulih T E: . St r u c t 1.I W al F ami ng i h c u r 1 hour �" AD AREA EIRAIN LAV LAVA TORY F . P g r i I t i o n--P e r m g n e n t t hour LFL LOW PRF SSi1RE l AMINATE ' A ��/p M0011 TYPE TAP6ET x GLASS TYPES SURFACE G. ,halt Enclosure �j AW AD,Jt►$TABIi - --' PARTITIONS 10 STRUCTURE INCANDESCENT LIGHT _WINDOW 1•r*'c H. F I oar s t hour P-4 +' ABOYf f1NiS11 r(�QR LT LIGHT, I . F I o t s 1 hour ALUMINUM WIW MACHINE AS ACRYLIC !011 PARTIAL. HUGHI WAILS AMID ANODIlf ox MAXIMUM 09 CLEAR FLOAT CLAS`:: m RECESSED J . F.xtarior D-,ors & Windows Section No. 2203 AP AM I PROXwA rE ARCEG1E,ciuRA, IEQI uFCNAryIc(AL) 0CLEAR INStnAIED FLINCANDESCENT LIGHT AT class ARCET �J vs, MANUFACiURER QQ CLEAR IMINATED Q.ASS �. FLUSH MKEYlw10TE ] OUNTED PANEL ® DOT LIGHT NOTE NO, kI Iowgl 14.9rt9 A�lowob_I I 3�fYg1 p0 Ni DOARD at1iN1YUM CF'C CLEAR PATTERN CLaSS BOARD A CAb111E1 a J Wt,0INIG IR MftaLLANEOUS CK CLEAR REflfCTIVE '�ASS Occuponcy/Construct Ion: a•--:. 1/V, 1 hr . 10,500 s. f . _^_ SURFACE MllrlNED PANEL EMERGEIJCY LIGHT OR EALI w" 1ARQETIncreases: r Y • � BLOfJ(INO � MASONRY OPFNINf, C'1q CLEAR 1LMPJtfD INSULATING CLASS A I uwob I e Area 4. MIT tiOTTDWa Y1L META1 CIC CLEAR TIMPERED CZASS BOARD t CABINET r X7EC10R BRA'XET MULUON Sepor of i nn nn a 1 ! s I des -30' - 20' = 10'x5X 5,250 s. f . MIT MS.i tC111116CLEAR MOLDED WIRE GLASS as SMOKE __- ._.____ DETAIL NUMBER -44 Cj F<a so Q.l1SS HLOCK 0 AREA DRAIN s. f , 6,930 s . t . \ r 't CATCH BA t OPAQUE MIRROR GLASS MINC Nl1MBER Tata 1 15, , " y a CAST IRON M NORTH m SPEAKER 50 DRA N01 iN CONTRACTRRti RAOIAIION RESISTANT GLASS ORD ROOF DRAIN m FAN ClllttlC NUiiP allp RADIATION RESISTANT PLASTIC CLEAR IIIA NOT Tu SCALE TC TINTED FLOAT CLASS QQRD OVERFLOW ROOF DRAIN 0 SI PPLY AIR DIFFUSER N1D�'"�IE11E1FA11A1 TART C cw C41"7E MASONRY UNIT TNi TINTED INSULATED BOAT GLASS - ----- - DETAIL NUMBER gl Ig&S�2-I e .N9_Ight Tabit ;`-j� 2 stories l� ql CLEAN OUT RIX' ON CENIER iC 1ENTE0 LAM1kn� CA1CN BASIN T) CLASS 1 Q RETURN AIR GRILL • !- � (�lU! -- DRAWING NI1Mdf_R OCCUPANCY LOAD �• TIKt 1RANSPAkENT MIRROR GLASS OWR FURMSHiED-CONTRACIOR INSTALLED TX TiNTED TEMPERED CLASS MANWIE camm LINEAR SUPPLY AIR --- ---- COIWECTION 0W11&R f11RtvS+tl:D OWNEIN INSTALLED TIIC TiNTED TEMPERED INSULATING GZAS5 • FLOOR VAIN NFFUSEP, NUMBER __ NkAE _ -_ SQ.FT. LOAD FACTOR OCCUPANTS amp C&STRUCiION ONERE'LOW ROOF DRAiN pip CONTINUOUS Ok :ONiINUE WATLR HEA fER >t NEW SPRINK.'.ER - _ - Q� CARPET PI.ATF, OR FR0PEk1Y LINE 101 Sanctuary 2472 7 353. 14 102 Choir Room 85 300 .28 Cf CERAMIC TILE 103 Prayer Roon 76 20 3.80 I/ I N.YMO PLYWOOD � FIRE EX7INCUISHER TYPE E>'7511NG ST'RINKLER A � .r c� CONSTRucTIoN JDWi ITx PANE.I ACCESSORY fi)E'11,)RES n PR PAIR i k'ISTiNG SPRINKLER RELOCATED 104 Boptistry;Choncel 772 15 !`, 51 .47 W10 DE MPON F4 POUNDS PER SQUAkE !Nr I CR CURiAIN ROU 105 Dress. Rm. 33 100 .33 ECS FOLD DOWN SEA1 0 EXISTING SPRINKLER REMOVED 106 Dress Rm. 33 100 33 it DEPARTMENT P9 POUNDS PER SQUARE ROT F GRAB BAP 107 CI ass/Coulrc i I 219 20 10.95 ORMDEiNG FOUNTAIN PT FNtE"SURF TREATED MR MIRROR 108 Vestibule 128 7 18.23 DIAMETER rw POIYIANYI CHLORIDE 111111111111/51,11 MIRROR/SHEIk %C'pplt VIEW i" ARROW 109 Ot t i ce 146 100 1 .46 DlIAf1l$ION Is SAQ7ARY NAPKIN DISPENSER u ( 110 Corridor 560 100 5.60 DDOOR OT QUARRY TILE N SANITARY RECEPTACLE EARTH WALL ELEVATION MEW 1 12 To i Nursery eryRm. 191 35 5. 46 4 1C�0 .41 OOWNSPGUI RISER PAPERC L DIS R 113 Jon I t or 10 300 .03 on DRAWING RAD RADIUS PTA PAPER TOWEL DISPEN AC GRAVEL FA I3Ell 114 E I ec. 16 300 .05 Ra RUP➢FR BASF PAPER TOWLL RECEPTACLE �--r�, 115 Todd I er s 229 35 6.54 k E EAST no ROOF DRAIN SCD SEAT COVER DISPE4SER I.•: CONlE1E CLOCK V�11i'AL EtFVATIQIi 116 Class Rm. 2.7 9 20 13.95 EL ELEVATION WR REFRIGIFRATOR SD SOAF Ci` ElISER 1 1 Class Rm. 188 20 9.40 1.fir +R CYPAN90N JOINT Rll31i' REiNFORCE(D)(ING) 1)1+ TOWEL PIis TOWEL N � ASPHALT 1 18 Women 151 1 GO 1 .51 � _. 4CL ELECTRICAL LEY REUISIO+�'!S)REViSED Tp}t TOILET PAPER HOLDER FIRE EXT�NCUISNER _ - t t 9 Men 151 100 1 .51 r ROOM STEEL 1 20 K i tchen 299 200 1 .50 rel EP EQUAL iCAI. PANEL CABINET 121 C I ass Rm. 182 2C 9. 10 EQkAPMEEQUAL RO ROUCh (;FEPIINC EIN57 EIOS�N1 SOUTH ALUMINUM FFC DA* TARGET 122 Class Rm. 1A5 20 9.25 ►--r t �; SOLID CORE 123 Closet 1 2 300 .04 DtT ExTER1DRA" T 'ECT SECTION BRICKS 124 Closet 1 2 300 .04 F ' 99 SHOWER REA"�' _ _- WIUIN ARQ.T Other ( 1 e . wa I I s, 460 100 4.60 FA FIRE ALARM !iT SHEET CMU FLOW DRAiN sac SHEATHING - HEIGHT Tot a l 6.930 930 50 7.47 2/ FEC FIRE EY11N3(IISH(R CABIINET SD SOAP DISPEN'.;FR FINISH WvUD DEPTH 11' UON r FN (CINE H1'DRAOOP SIEm SPECIFICATIONS 20" l R C1r7.1i8 NOW TAIlIt3ET &-4 !�- iM SST STAINLF.Sr STEL, ROUGH WOOD 1111% f - � ��EC) 1D STANDARD st 'Fli1NG HEIGHT STEEL AMA FINISH re FQINDaTiG�N S1OI1 STORAGE - GLU-LAM FOC FACE OF CON,RE"T Silt iel STRUCIURAl LOQ 1 FAZE OF FINISH Sb SQUARE Vff MEVAIM F1 FACIE OF MASONRY DEPTH 26' UON 7-J � 0 S� CLC SUSPENDED CEILING BATT INSIP ADON 3r-- - MOTH FOS FACE Of STUD SY�1 SYMME'IRIrAI """'""" � W d FOOT(FEET) X Fro FOOTING T TREAD RIGiO INSULATION JA' -- ------HEIGHT . FiRIlt FURNEC(INC) TG TOP OF CURB/CONCRETE � � � E I>Fl TELEPHONE ------�,,-----�� WOOD SHEATHING LME rvKs a QA GAGE, GAUGL To TONGUE AND GROOM L_.�a.l GIPSUTA 80aR11 - CENTCFLINE a1LY GALVANIZED 70A TOP Of ASPHALT - - -- - --- 1 a • PROPE�71 LINE iLll'�l iJ• CLUE LAMINA ED � 1T7P OF PLATE WOOD PANEL CONSIRUC110N LINE �. GYPSUM WALL BOARD TV TILEVISiON ----------.___ TIP TYPICAL GLASS BREAKLINF n r �J v- ^ LU X r -- - p r,r•�Ut�AN Y .+ -jo � �E ►aauR oc�.U, . 4. SEPERATION RECURREDBAYER ... CHQLq RAI. o LIUJIslam C1 SRAJ. I , IU. 1 r 1 p 1r- i 1 I L�4 JOB NUMBER SA�RY 1 r IT cow R --- �J�4LL CSI I C?' ON ' G N QQ e A 4 - - - - - - - - i HOUR FIRE RATED CORRIDOR SEPARATION WALL: Q -(I) LAVER %' TYPE 'X' GYP. BC. EA. SIDE OF 2X4, OR 2X6 DRAWN BY CHECKED BY P STUDS • 16' O.C-. CONT iKII Ir- TO i HR. CEILING A53EMBL Y ABOVE: CLASRM./ -DOOR OPENINGS 20 MIN. F'RE RATED TJR - Lnu L.IIl..1 r r N Y S -RELIGHTS, AND WINDOWS 45 MIN. FIRE RATED I NF -COMBINATION FIRE!BMOKE DAMPERS * ALL DUCT PENETRATIONS � Dl1'CE , -�•- •�• - ••- - INTERIOR AND E:>rTERIOR LUAI_LS TO BE 1 HOUR FIRE RATED: -(i> LATER, `y®' TYPE 'X' GYF-. BD. EA. SiDE OF 2>e4, OR 2706 STUDS w I6' O.C. (U.N.O.) CONTINUE TO I I-IR. CEILING A56EMBLY ABOVE REVISION -T=IRE DAMPER° w ALL L:'ICT aENETRATIONS �g8CtU2 4 CQ�E 1AN�AL 1. 15 , 'L AN OW I'-0, ' iEEX 20 MIN. RATED DOOR OPEN)NG, U.L. LABELED, WiTH SMOKE .A55EMB[.Y SprUL 9 Strept,8500 F3U F !SLIP 5 006 2 of 95.017H iz, r� 60 MIN. RATED DOGIR c�'ENING, U.L. LABELED, WITH 5ML-KE ASSEMBLY RIT 95•`006 2 of 36 ri err if this notice appears clear ev Than the Jocument, the docunlcrai is of marCirlar quar:ty. �P 1i111��1 Iii #11{ }� � _ 1I1 �i i a :a i �lilf�rl;lil (j11111111111 1 iWillIJilf I iiiilif �11111 ► 1111111�1f111 �1111I��►I►I� .� �I!I1{it►I!Lf1: , I1i�l1111� 1 111111 fNl1411 HIdipl., Al � {Ili 1� `1i ��{Ilii 1111Iffliiiill{f11(i(IifIIifIIIIIfIfiifilllliiill IiII{IIIIIIII�IIIIIIIIIIIIIIiIIIIIIIIIIIIIIIIIIII 1111Il1, 11111111711n, 1111111 If(IIIIIi lilt{IIII(flll{ftp I1��I11 t�1I1111(1'' ►iliinrir .. r n r Poll 3 I-A, r. 06 I I SEE O JILDINCs SEC110N 1/1. 1 FLOU! PL,44 THIS "ET FOR EXTERIOR k' PL'yW Iob'OC. ( I WALL GON9TRUGTIf�: ----� ji LAW -2kb 60LID MKG. EA. END CN I' M 2xr Ce)NT. LIF0dAV4' W -2Xi CONT. RIM JOIST EA, END 2 �t 4 .,aTUDS a t 24' PRAYER ( / I 103 2Xr coNT. DLKG. • _ • f i tLAII�I"!f U.G. W/ 5/8' TYPE 'X' 04� PSO ' s I SIMN H(.b • E A. �' _4' PLYU,000 be 1 Gl`P. 5RD. E30TH SIDES E S •�� ( STUD TO Ri J016T 2 I® JO6 6 a 16 OC, �n �1 , - 2XIO RIM JOIST `J" _TYPICAL ---- -2XIO SOLID SLK& EA. END 1 I I ` 4 R. 1 ` -?xID GOEdT. RIM JOIST EA. END 'SIMPSON' A34 • EA. STRINC ER '- T. LE 2XIC C'ON �XJN. W/ ;!s' PL',,111000 TREAD 'L .. ...._.._ 2xb • Ir ac. ��' PLYW000 CLOSED �_._ - - I Il' RISERr i hp 2X0 F.T. SILL It 16EE I (2)040IR y _ }�.. ( FOUNDATION !'LAN. 41 « - 1 " _._- - _ - '�, I DETAIL6 6NT. A-3)- - _ 1 ��--2x10 P.T. CONT. PLATE ter _ '• I THICKEN 'ND iUALL TO I'-m' �---- --�� • EAoI 36'-m' WWEPW PLATF0�1 -- - " - - INTERSECTS W/ ENDWALL (• e111J SBE ►�aNOATIr,: -t" 7.1 LL_��P_!_L42 � / DETAIL PLAN 4 DHTAIL6 -9X4 STUD6 • Ib' or_ 2XIa 6TR1NCaEr • I6 O.C. �-- �1/3 4 4/3 6WT. A-3 -1x4 P.T. SILL I! - SEE D$TA!L 6;3 6NT. A-9I'-QJ' (GA FILE NO. WP3515) �C -DDL. 2x4 TOP !t W41 # 2x4C, • 16'• oc 2 PLA MICUM I (811.E W6EC ?/4 THIO ONT, - � �- , .. .y_ _ / / DET. 6A, A POWDATION ., . . • � I C;d PLAN OWT. A-*)- TYP. ..' .. - i 4 3/4 - t -0 L^ ( _ 2x4 6TUD6 • 16' OC SEE OEC. 214 TNI6 6NT., I DET. ice, 0 fOWDATION FLAN 6NT A-3)--TYP. - ---------- - , 14'- �� 4 11'-0" 10' m' � ^ ' 13'-1' 3'-11' 1 14'-I' ' ld'-4' "gg ]4 .•. I ,C.JI I ' I ► I I I 1 i I � I { 1 I �� � I I I All 1 _ CN RM. I I I I I I r 10Z I I ( I 1 I 1 A U i Q I I I A 040 PLM xw 4 I/s• • V-0' O �2G�I 1fd 9) I O ( ( t L) I I I ' �l I 0 4, - P F '- - I SO tF'SOE T - _ _ _ �,fCHEN 1e6rp24 EA. ,q _ _ �j / /' -� LU RANGE TYtE{ I HOOD _ ��_!_�_0_J FND W/ ND2A --. _ _ _ _ - F-� C AV0'SIMPSO4LDOUN 4 t� \ ( I �� d 118 It I UI/ 1 N0� J AS A \ 2 ( portable dlvlder6Igo i4 ! - - -- _ -- --� _ / - - ._ (b� owner) I � �i LJ DETAIL 314 � � J � 'T' APA RATED { RI (FU ) - 1- . - A I D GK .� ZXb STUD WALL 122 I 1 1 ) TRP. SINK �':� l UR I 6d*6' OCGALL -' O / _ / EDGkB, bd -I APA R.0 r ED �`_-. / I .Ill / i �� FLOOR MOUNTED�BiEAD SIMP'tiON' ND10A - V I L'_� I �`��� - / ,� I 12' Of.. • 1=1'_LD PLYWD� 6:4TG W/ ) i -`-9ET !lOxES (7)F, ACES 1117 I ' (1 I4� fi h 8d • 4 OL. ALL I/ �'RtIFY EXACT LOCATION ry ' 18 � t( (� �( G.D. L NC 0 11e YO I 117 ?ic0 STUPe E4 T I f EDGES, bd • 8' OC ` W/ R--TYPICAL. 1 113 `;� N /,.� DF. 1 I I N fi+ ALL FIELDS-- -� SIDE CV- DOOR . j `tl 1"i $HEAl3 lIb9LLF f 123 116 115 12+1 STOR C11 110 -./ i OPENING IY. -y APr4 RATED PLYWO00 -� W.II � O F� i)1�G. N.fOTN 81DE6 •-_• --1 'Slf`tF'9C7�1I NDI49A 1 I DF. �,1 - - _ _.__ __ j. . ►- 0 r, 6 Od • 3' OL. ALL EDGEG • MI!CHANICAL i -.. .r_- i T _-__ _ !_ I � —1— i 1' �' L 1\0) tr lV it 0 61 5 Ifd�_-_ 10'-41 5 -10 _ _ i 14I -5''41 `S 6� � 6' CSC. ALL FIELDO CCa4AbE A.COv£-STAWMERVEWIGAL r! TUA. _ - _� }�'.9� -- - _- -- -- J�'-6' '-h'I I 8'-4' t51- I ZS ' CD 1� - -- - - ' A! lto o w dt F� M C I JOMTB ON DIFFERENT 6T076 1�) BIMP' 4' NDIOA ! '- I 131 Tl3 ,d►ti Olp STUD SPLITTING 1@2 2) i l3RIGiC (FUTURE/ - I -2xb 6TIJD3 • 16 OC.-- - - 1 113Q I I �? �J� 1 U I aRTIAL - - - _ Iow �2"� U) �` W >- I WA RT S/�N RY Uy QFElr-E100 5'-0 'is'~ 11* tt4 132 133 X v I •<IV 1 r' r ifl 1 \1 1�q 'S:"1PSON' 6STS24 It' APA RATED I 12LI H a- ( I - It I 1 cv lt2 EA END W/ HDan- PLYWO. SHTG. 1W 1J '>,111P6ON' 6ST ?� ILV m � 1 � portable divlderb . _--- __ - �;, _� 12e I � i 2 ea • d' O.C. ALL I n test kDSA NOLDO'11N , _ ab OW1W) [ p• - 124 I LA` / I EDGES, 6FIELD 125 ,i� 1 s ,� �� I ci.AsN./ _� T , 04 I r i I r1 � Y � 5 rh C ac I ' I 111 115 11a - - 34 /1.15 - - - j- - -� 107 �,?Fi)� T E i A- - �X� I aE0 l � OA 101 --1l►BL IC �t Ir_ u1 I I AY ( A A O CO RE 1 I ..'S I 1 i I � N ERY i 2 I I I IIII x 9 ( I 1YupC]� L11A1 16 I 3 i 4 APA RATED I"LYWD. l - BRIC1C '(FUTURE) I * SEE DETAILS 1/1, 2/-7 6 m, I ' �t i6W&i� I I I I ' sNT. A-1, t b/lo SNT. I 6 1 I I -ed • 6 l,G ALL bDGE5 I I I I ( y II I I -ad • 12' OC. ALL FIELDSJ { I ' , iI A-10 FOR PLYWOOD NAILING ENTRYl0'-4 14,-© m -P3 1 a ' -- - - l 1 I -2' -2 1 11' ' I -4' 1 5'-4' I -g ' _ ' I '_ , I '_ ' I . ! . r a -- �.- _--- . _ --- I 49 -0 -o -i—- r b'-8' 1t "-8'- i 14'-0'L __ - --- -- .el.--- --_ s Joe NUMBER I SANCTUARY 8EJ>TINts FFA 24605vq` _ DRAWN BY CHECKED BY FLOOR p I Sz, 6,93o Q. FT. J t /� ✓ lV� e r lj t`�A 114R. FIRE RATED PULL-DOWN STAIR 7.0 AGCE55 MEGrJAN'GAL EQUIPMENT ..J 1L/ 1 H'Q. FIRE RATED ATTIC ACCESS HATCH �. — cV n ® ALL EXTERIOR WALLS TO BE 2X6 STUDS • 16' CC., AL._ INTERIOR WALLS TO BE 2X4 STUDS w 4 0,C. UNLE53 NOTED OTNERW13fi' <UN.O.) REVISaON t 5-12-95 3ANCTUAr `((D 4l SHIM Spruce Street,8500 SUP 95-0128,BUP 95-0178 .. SIT 95 0000 4 of 36 1�.rra�a�r�e� AM 4, If this police appears cleareI- 111;111 the docume111, (11C document is of mal I in;ll qual:;y. III Jill !I II11111 qlaw )'ait. �F� �_ I I� (Illi IIII r ill I I I I I I I I I i i Ilial JI�II illl�l� �lil� il�lll�;?;iI;L('�;I�III. ��i�l '1�t�1 . . 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E*M& Od B 3/4" •■ 1'-w B 3/4' w 1'-0' (SOUTH GABLE WALL OF SANCTUARY) , •1 .� � �� Sb'-0' LONG SCISSOR TRUSSES • 24' O,G. W/ 6/12 TDP CHORD PITCH / 3/12 BOT. CHORL> PITC48'-0' LO':G TRUSSES • ?4' OZ, W/ '�:'iZ TOP CHORD PITCH t FLAT BOT, CHORD 3/4' • 1'-d" 8 3 4' 1'-0' (b3'-0' OUTSIDE TO OUYBiDE OF 5V ' �• ' (46'-0' OUTSIDE TO OUTSICE OF 5 z F- E'RING)--TYP,, SEE ELEV. D TN18 SNT. lB`!' MFG. �` �,� / BEARING)--TYP., SEE ELE� E TN15 SNT. (BY MFCs.� +; V ! � h N t^ 1^1 I 3 C�AAFTSTOP PER 1993 058SC SFC. 2516(f) q n. 0 Z'-(a' 34'-0' -_-- _ 32'-0' ORAFTSTOP PER 1993 OS13G BEG. 2516(f)_ 0 9 YYP• 1�1bQDW 1 DDDR -4X8 W/ (2) 2X6 C-0L. EACH END --� 34 -0' LM 0' y� _ .. - 4 t I -- - '- - - -� -4X8 W/ (2) 2X6 COL• EACH END- CEILING 8'-01 • SHADEDf ' ' - - — _ ---r--r- ----i _ _-_-._=-- • - . -AREA, w/ 2xg JOISTS 24' o % TYz X G1"P. 8D. CEILING FINISH I ! 1 t ! 1 ! I t ! r r 1 r ! ! ! r I I ( ( 1 f + I I I I I I I " ( I ( ( I I I I ! PROVIDE POWEREC ATT,SEE SECT. T. 3/�, TN ---- --- - � I ! I I { � ,,DE !8 SNT. I30' X 54' CAAR DICIAPPEalRI"IG 1 1 1 1 I I I 1 1 I I I I ;; 1 1 1 1 VENTILATORS NET FPEE AR.FA,� 21 X 3o MIN. I �, ,•� �� � RECESSED SCREEN FRAMING* SHADED + ' 1 �' 1 I 1 e I 1 ATTIC ACCESS I I I I I I 1 ! 1 1 1 1 I I I I 1 t 1 I STAiR, (2) 2X6 FRAMiNCa W/ II I I II I + TO TOTAL MIN. OF 1/300 OF Z SHADED AREA, 2X4 O 16' OAC. W/ LU824 ;i SIMPSON LU826-2 EA. END � I ! iii ! I I I I i i I I I I �fiAT I I I i I i i ATTIC SPACE (6 TOTAL) ' 1 I I I I i i NATCt�--INR R.� ED EA, END, SEE 81JILDlNG SECTION V1, r 7 T 1 SEC ". DET. 5/1 ON SNT. A--i 1 0I „� _t__J J1 L^ IIe1 : I trlltlt 11 1 . IIIIIiIi , i rrrl , � , I t ++ u 11111111 I Ilr , I 1 , 1 �" I i i I ,; Iii � liTlll ,111111 , � � � I 11111 I I � 11111IIli11111 � 11 t � � I iI ^�,; I ; tlllllll ;, lllfl , , CONT. RIDGE VENT \ 1 1 I f tI -�•- - 71 I _-3 i �� -,r_-_ CONT. RiDGE VENT � l \ / \ I I I I I I I � • I I I ( 1 t I I I 1 � � � 1--) 7 44 SEE SNT. A-10 FOR STEEPLE -- . Ililll � ! iliIIIIIIIII IIS 1 � I w - CONNECTION DETAiLt3 I 0 , _ - -- -_ =r= - _ = d W r Zl4�t j � I I CEILINCs 8 (� • SHADED � _ -i .� �-`� I # f �- i , .• � � �- MSG. • STEEPLE TO BE 10 I 1 1 I i AREA, w/ _x8 JO�b�B ., i l l l l l l l l ill ; 1 I 11� --_1_ _J__L__.J__ 1 1 II 1 t I 1 1 I 1 1 ; t t I ! 1 .:, TTTTT_ + 4X12 HEADER W/ + 24 O!- (?) L4`r-ERS b% TYPE IDESIGNED FOR 4 i>00 LB. 1 I I I 1 1 �•� I 1 � + ' I i ;VERTICAL CONCENTRATED 'X' GYP. BD. CEILiNG FiNiSI-1 r i ; I e ' ' 1 I� I I I I i I I I i i ; (2) 2X8 EA. END LOAD 2'-0' _B_OTH 61DE15_OF A-l ' `+'+'I I! tii !I lI ��!I�•�II �,�I!••. �,;1 SEE 1IeI SECT.iI DET. 31tI /6I11, THIS II SPT I!I I1I IfI 1II III riI III 1I�t! d+ 1I 1I rI lI - �a 1 W�e �I �1 i1III!\\ n:�,I - i�• !' �I' -4- L II +�1 r1INtI eI ir1 lI1 11IlI +;, 11f 11I 111 1tt 111 1I1II1 `�---- (4) FULL HEIGHT 2x8 a RIDGE 1NCs CONCURRENTLY C iN OPPG8IT: DIRECTIONS, IOI 1 1 1 8TUG6 EA. SIDE OF STEEPLE DUE TO WIND-IN 2 \ -! ! 1 1 tDOOR OPENING LOADS, SEE 6ECTION6 SHT.ADDITION TO DEAD AND LIVE - ' Cl. -4X8 U1/ (2) 2X8 COL. EACH END F-4p� 5--1N! ALLs �,. i 1 „I ; i I i I I I ( i I I I f i I f 1 1 1 I 1 1 1 --+--+1 X j"ALL: ,� r 1L, } 4X8 (2) 7X8 COL. EACH ENS ` rl,•.'`�' } f:''.111''''.' j : : I I i I 1 1 + 1--�-� _ _ Ilii I e11111111et I _ -T_i —f 22' X 30' MIN. � - � a. �i•-1 1 _ t _ I _ I__ 1 t-cl = e= _ - - _ _ _ 4- CONT. � -I ATTIC A _ a'7f s>p G GGE88 - ___ - _-- --_-.___ _ ___.-----_-- --_-- ! �, _. -- -- OYF� ' RA1"1 t _-!!--€1�T�?7---.. YF•' SHEET METS' L 1sU 1 EK" t HATCr I--1NR RATED -- - J i —T- -2X12 RIDGE DOWNSPOUTS- -TYr-. O� -2X10 RAFTERS W X ' (L 4 2X6 CEiLINCa JOISTS w 24' O.G., 4 - I \\ 9 2 cri E30T. OF JOIST • �'-0' ----- -- t7 7 �'' I -MFG. TRUSSES • 24' O.G. SEE ELEVATION 'F' TYP. TOP }Q Is d �__.1 \ J 0 61 j D tAIL 0 I _ C1 i j 10 ?YP11. -----• 4X1: BEAM IL P. IN WL I) 4X4 COL, IN Wr4LL W/ , \ -4X8 W/ (2) 2X& COL. f.ACN END a T 'SIMPSON' 61'6:15 EA, (j \ 4X4 CO'_. IN WALL W/ l EAS SIDE D i 'SIMPS!JN' ST6215 EA. � � � � M -� w \�\ BIDE �,_ • i�f-141=� FLAN�1---------- M 1` 4X12 BEAM -- - - chi 1/8' V-0, 6,9530 80. FT. \� GOVT. RIDGE VENT -- 6X12 HEADER W/ \- N r�- (2) 2XIo EA. ENI CONCENTRATED LOAD T S BEARING • OUTSIDE WALLS •10® MM POINTS FROM HEADER F TITICAI. TR�,18A �l/ATII�N � TRUSS 'B' -- ____.______-- ____ i -" N4 ca e.4 - -~ ALL DIMENSIONS TO BE 1/aD' ■ 1'-t0' ENTR,' CONCENTRATED LOAD I �/ERIFiED BY TRUSS MFG. ALL DIMENSIONS TO BE N I / J RIFIED FARING POINTS FROM HEADER ,. - -- - DRAWN !3Y CHECKED BY ` TRUgg -Cl .-- i '` yt,RIF1ED 15Y TRUSS MFG. �-' i 1 - - DISAPPEARING , 'o, STAIR MFG. / \\ ,\ STAIR MFG. , \rl� ter' _JR DATE : 10-12-94 I �98r DroR TRUSSES BEAR GI,' ADJACENT TRU56ES . _ __ - - -- -___-___ .__ ----------•-- _ ---- _ --___---___-_____ ___ ___._____. _-_ 4b -0 ______ __ _.�_.__ _ -- __ . .- _ 53'-0` � TRUSS BEARING OUTSIDE UJALL8 TRUSS BEARINCs • OUTSIDE WALLS 1 HEADER TRUSSES' TRUES BEARNG i OUTSIDE WALLS TRUSS BMEETEARING � OUTSIDE WALLS � � T'l1d1�6 t�N !'r4 btpE C7F' O}"�NR�1t3 Spruce Street, � TAU• !!e'A1C.•l�Odb Oi■'ENIN� MO !!D'7'. C.�d[�{'J� HlEADE�1.�{p T•1lVbdEb &=IC%7{6 EL%ATI BUP 95-0128,BUIP 95-0173 w ,s IN1aGN TVI8T' I+G1A'-Li.D1'�5EA1N.�GVTAUATiRIO�N" SIT 95-000F 6 of 35 a� � . � .R1 Y ''1, :� }�Y' w.E'I h1)< ,;5• i S_ �+,.- ��• .1 .:�d.4'8-K:..e+.f.� .^� .". di i .• :�{u4r r ;. �:� f ',a'""'"o-. .. _.�i� -w:.wr.:tr:a.+_-...r....... _;'..:'x d�,:i< f w�itw�r�':�•,i Q•� '�� �' 4 1 x:�'k i A,+}� � .,. .. ,:-, • ..'_ .. ..' r r � .. III.�C • ,s,_ • .. ,;.:,•,.icad'..�L ...L.-. .. Vis:.-+ .wsi.�y���;Y:.n: .�5 •. aayiE ,c...� ._..._ .....��'._�k. .t...-.._...1.. If this notice appears clearer Ihan the At AV- docttlnelit, the document is of m:u•ginal dnal;;y. I �1�►�I�Iil� # 111111 t} it., I 1 !�1i1(l�IIIiiII i�I1!�i�i(IIi i Tiij111111 ill 111�!1I11�I111! ;'I �!Ii(III�I�I Ill 11 ( IIiIIIIIII�Iit� l�l►I� � ,# IIIIIiIIi �' It11Qp �lllplt IiI a - III►�Ilinillili iiN�INI i{li�liifl!� ►�- �����r rt�rhlii iilllnn111nIIlnhin11111IIinIlin!Illlhlll In1111iI�InIiIllllnlllln!1i11�111—I!IIIIIIIIIIIIIIIIIIIIIIII�IIII IIIIIIIIi iIIIiIIIIIIiIIIIif� 11�•ihl 111�ltllltil � � ��I in1111r11 ,r _ N9 t .+$.:r' 'r,:}"" h, t?,.�`i'Tk1(2"✓a W :-1 _ y, .. TV Y �e � ' a; ���•���r _'�zJ'^,`�`'� d t o .. ,. .... _ . - in FE FASCIA OD. uv D*jP EDw STANDING SEAM METAL ROJFING, . . FlIN6i ----.---- OVER 50@, f9LDG. PAPER, OVER T Orl FWISH •� ' b PA RATED L ED L 814 ISH.UI 2X12 RIDGE • �STA�NDING SEAM METAL ROOF $ Rk2R WHILATI L e y SYSTW (INSTALL PER MRL. FIELf'.'. 2X10 RAFTERS • 2A' O.G. -30 FELT �, s r;t WRITTEN WSTP4IGTIOWS) --- 2X10 CEC•AR FA.9CIA - W! 1Od • 6A Or_. ALL.TED EDGES, TRUSSES BY MFG. • 24' OL. 2X12 FLAT VALLE. - 1Od • I-." O.C. ALL FIELDS 2:K4P$l WALL, �\ �/ MFG. TRUSSES • 24' O.C_ L/J+ c 21•'10 PASCIA DD:-TYP. . • AGN / -DBL. 2X, TOP IR . •. -2X4 STUDS • 16' D.C. \ - - 6/12 TRUSSES !_'4' O.C. FRAME LLL" (4E Ibd • (BRACING INSTALLATION PER •2X4 BOT. It EA. ENA--TY'P.- - j'' ACs. WRITTEN INSTRUCTIONS) THE CLLO ACCORDING "iO THE FOLLOWING: -4X12 BEAM SEE DET. 6/10 -TOP _kC RD SNOW LOAD • DRIFTING . 25 P.B>=. J/ -TOP GRORD DEAD LOAD • 10 PZF. �\ r -'A,&-TOP Cl-ORD MECH. LOAD • (SEE PART. ATTIC PLAN I SHEET A-10 ' s• DDL. 25:4 TOP ie -- --- -q' APA RATED PL YUJp. SRTG. APA RATED PLYWID. &I _. • EXTERIOR SIDE OF STUDS I I ' I / / \ 12 1. U W! Bp • 6' G.C. ALL EDGES, I I \ SHT. A ! � ��' -BOT, t;HC 'D DEAD LOAD 10 F.'+F. Wi Sd • 6' G.C- ALL LD6E6, ALLI \ -ADD ADS •iIONAL 10 PSF. LIVE LOA( TO BOT. CHORD P Sd • 17; OG- ALL FIELDB - Sd • 12' O.C. RIO FIELDS I / a • —"��- -APPLY EXTERIOR INSUL. �`s / s T • MECH. ACCESS, SEE PARTIAL ATTIC PLAN, SHT. M-7 4X12 BEAM BEYOND / Ell I�fZ-_YP� •TOTAL LOAD DEFLECTION SHALL NOT EXCEED L!36O 2X4 STUDS • 16' O,C• FINISH SYSTEM TO OUTRIDE I / \ / -R-3O BATT. IN6UL. / \ ` •� FACE OF WALL AS SHOWN I / / 41 i-- '61MPBON' 1822 BEAM TO ON EAST ELEVATION I I / \ / •(2) LAYERS b•' TYPE .., 2X4 DOT. }E (APPLY PER MFG. WRITTEN a .. r CENTER STUD i I �--- - - �- -�- % GYP. BD. TO BOT. CHORD \ s,.. _ INSTRUC1l ONS) - - I / \ / OF TRUSSES • 24' O.G. 2; 4X12 BEAM (SEE DET. 6A0 �\ 2X19 JO16T6 • 24. OC. �, I \ (BY MFGLL J T 1 SWT. A-101 -81RIGTLI" FOLLOW GYPSUM CEDAR PL 'fWD. SOFFIT I I \ / 9 \. ASSOC. GA FILE NO. 2601 '446' BRICK VENEER SOLDIER I \ / �<� \ / \ / \ / \._ ` ✓ l V COURSE--12) PLACES (FlI1URE) -- DBL ZX4 7OP 2 ZXb PAY WAS I 1 _ __ y _ -DBL. 2X6 TOP IE I 8 m' 446' BRICK VENEER (F1:TURE) - 2X4 STUDS • 16' OL. - TOP PLATE 1 -2X6 STUDS • 16' O.G. ! / 1' MIN. AIR SPACE — _2X6 BOT, IE I �STIBULE CORRIDOR / I I 108 110 CLASS ROOMS _...EJFSIOR WALL-_"p 4 ' APA -''ATED PLYWD. SHTG. 4X12 SEA M ___ _ 21 $ 122 ___. - - I I -B' WOOD HOR!Z. LAP SIDING U 15• FELT PAPER- W/ 3d • E OG. ALL EDGJ'S, BEYOND--- I T—/. /- DUROWALL D/A J3 X 12 GA. GALV. �' I CLOSE —#124-1 },.,/ ->i' TYPE 'X' GYP. BREATHING I\� PINTLE. HOOK TO ROD W/ DUROWALL bd • A' 0.-:. ALL FIELDS - I I i /. / /a \ I I I\ -15' FELT V/ V5' ,a=A RATED PLYWD. SHTG. D/A 213 X 12 GA. PLATE ANCHOR W/ BRICK FASCIA COLUMN I _ I / / /� F1DOR--TYP: ILJI ILJI rJ -'h' APA RATED PLYWU. SHTG., W! Sd • 3' O,G. ALL EDGES, GALV. 211' X el0 WOOD SCREW • (SEE DET. 1/S THIS SHT.) I - - I I I / -4' CONC. BLAB (W! 6X6 i \ I SEE PLAN FOR NAILING ' ('J ¢ 6' O.G. ALL FIELD------,` 16' O.G. MAX. HORZ. 4 VERT. (FUTURE) (FUTURE) ----,� xr I as tee X W1AXWI.4--OPTIONAL) ne I ~� -2X6 STUDS • 16' O.C. �l 1 ' I I .,, ', -6 MIL. POLY V.B. . -R-19 BATT. INSULATION 42 n - 2X4 P.T. MOT. IS I I � 9 I � \ \ ` GRANULAR FILL NED s r I I b � TYPE 'X' GYP. BD. FLA6RMG rF ---_ _ -— TOP OF SEAS q FFii P WEEP HOLE EVERY 2'-0' - - _- \ L - 8EE FOUNDATION PLAN 4 -� DETA!L8, 9RT. A-4 ---� � I I 7 I\ / SCISSOR TRUSSES 2BULDINIG SECTION \\ / • 24' O.C. (BY M ] J/4 +< 1'-0' . 2X4 • 16' O.C. W/ LULU 824 EA. END 5 DBL 2X4 (LUS24-2 EA. END) • 3 SCREEN MOUNTING LOC/T'Ot, 3-42) MIN. 1' IF 2X6 LEDGER W! (3) '12 X 3' SCREJ16C�tJAI�� SECTION 2X6 LEDG • EA. TRUSS WEB MEMBER FOR F. MIN(3) 16d EAOF (3) WEB MEMBERS 3/4' • 1'-0 2X45 SOLID —.X6 SOLID BLKG. QBLKG. (2) LAYERS %' TYPEELECTRIC; 'X' GYP. BD. /r -STANDING PEAM METAL ROOFMOTORIZEi/ �-. 12.4- PROJECTI - -3O' FELT2X6 VERTICALSSCREEN W16' O.C. W/ (£) LAYERS L �..1a� -%' APA '�ZGTED ROOF SHTG. '-' Z -STANDING SEAM METAL ROOF W/ 1Od • 6' O.C. ALL EDGER,30' FELT Ib'•o' SCR13 TYPE 'X' GYP, loci • 12' O.C. ALL FIELDSxO (MOUNT PE8D. ON SCI�EN BIDE AP,, RATED ROOF SHTG. -MFG. TRUSSES • 24' O.G. W �WRITTEN IN - ---- RIDGE VENT (INSTALL PER p 1 (BRACING J INSTALLATION PER - - E. W/ 1Od � b' O.C- ALL EWER, — USE rs' x 3' LAG EYE-BOLT MFG. WRITTEN INSTRUCTIONS) ICrA • 12' OL. ALL FIELDS INTO 2X4 • EA. SCREEN SUPPORT MFG. WRITTEN INSTRUCTIONS) _ Cil Q SPOTLIGHT --TYP. • ALL ROOF RIDGES -MFG. TRUSSES • 24. O.C- (DIRECTED • �' ACCORDING TO THE FOLLOWING: -�`- Z t-' z (BRACING 4 INSTALLATION PER SCREEN MINIMUM END OF . CRO68 MOUNTED / -TOP CFiURD SNOW LOAD � DRIFTING 25 P.SF. E-' MFG. WRITTEN INSTRUCTIONS) S ON 85 -- -TOP G,'ORD DEAD LOAD • 10 P.SF. (� Q-: ACCORDING TO THE FOLLOWING. / C, d' 0 .1 -TOP CHORD SNGW LOAD • DR6 TING . 25 P,BF. J BOT. CHORD DEAD LOAD • 10 P.SF. -TOP CHORD DEAD LOAD 10 PA`.F. 7 EXTERIOR WALL -TOTAL LOAD DEFLECTION SHALL / \ 12 -BUT. CHORD DEAD LOAD I0 PSF. I (SEE DET. 5/9 SIM. BHT. A-9) NOT EXCEED L/36O - --- / \ �4' loci • 6' O.C.--TYP. • -DEFLEG rICN OF TOTAL LOAD SHELL IZ \ / \ / \ / PERIMETER NOT EXCEED L136O ---�- 6� 1 S -yCpp�� �y1r=CI� p�L J M7 \ / / \'\ / 2X SOLID BLKG BETWEEN EA. 4r' � _ � ��, 7 3/8• 1'-0' \ / \ / / \ / � TRUSS - :+I 66 r-- TIE - - - - - -- r- - - -- - -I • I EA. END HOF EA. TTRIUBSNETYP L = ltlD6E INTEC-4 0' � • - SLIT. MT. GUTTERS 4 DOWN • SPOUTS W/ 2XIo CEDAR � � � J _ \ FASCIA--TYP. S - � EXTERIOR INSULATION FINISH 9 - / / -- 2X10 JOI,>TB • 24' O.G. W/ SYSTEM (EIFS) (INSTALL PER 'SIMPSON' LUZXIO EA. END -1FG WRITTEN INSTRUCTIONS) J a R.S. CEDAR PLYWD. SOFFIT 2X4 (• 16' OZ.) WALL W/ DBL. a�j+ I -R-30 BATT. INSUL. 6ANCTLIARY TOP 1 TOF E BNGL BOT. IE Ui/ 'i:' PI-ATE f� \ / •(2) LAYERS 4Y' TYPE 'X' /�\ ------ ---- APA RATED PLYWD. SHTG., Q a \ / GYP. BD. TO BOT. CHORD �{�--�_� -- - - - - OVER 4X12 BEAM O° TRUSSES • 24' O.G. 9 (� (BY MFG.) I _I �I r I I BOTTOM OF WINDOW FADER SANCTUARY • T I IIIIIY (OM ALL OTHER 101 I I EXTERIOR YNINaOlU6 A DOOR'S) JOB NUMBER I I BAPTIfiTRY- CHOIR SCREEN-7 I I FJ.f/�jR_Tj.� I I I 4' CONG. SLAB (W/ 6X6 X WI.4 I I -4' CONC. BLAB (W/ I I XWIA LIOVER 6 MIL POLY VS.' DRAWN BY CHECKED BY (VERIFY DIM. I I I OVER 4' MIN COMPACTED6X6 X WI.4XWLU r -6 I' -!)LY V.S. � W_/_B_APT. MFG. � _ RANULRL'.--TYP�. \• EXTERIOR TJR ;OMPAC?ED GALK -4' MINGNU ` . ( I I I I - __ DATF : 10-7-94 TOP ADSL - -- - -- --- - --- - - -- E 90N -- RVI ��---- SEE FOUNDATION PLAN 4 \ - \ , ^ 11-14-94 DETAILS, SRT. A-4 ----� 2 Nom.- \ /i1 51295 - � \\ � •-� 39BGDlR fi� 3 1 T 3 TYr. - - - - -- 4 SECTION - SET 1/4• p-p• 3/4' - 1'-0' � t.f SIT'" nnp:1 ] :135 i T V If Ihis nulice appears clearer 111:111 the document, the document i5 of marLLinal goa':ty. !�IIIIII�i�ll ��#±��{I� I ��l,I���k 1.�1�I �1�1�1�1� nt�l�I�l�l�l � >ll�l�l�I�r(I I�I�I�I�I�1�1 ��I�I���I�I�� IIIIII���:1!GI �WI►{�lll :it�_��_ NI_!�li�ll ® 11- ldlulllllll Illlhn111nlhnllndnllhudullhlllnllllulnlllllldllllllllllllllll♦Illlil� i"IA tl�l� I 24X J M y rt, ti 31&CTQRAL .. `.; I• CO"MCTOA IS RESPI; RS IL" FM VV I F I CATION WD CORRELATION WOM SCHEDULN: AM ITRW RND Manx N SR"x POR CQItPLUTION 01p VIE PaOJECT I"1(!AT%0 DY T)IN 0'%WV*11Gy! s�oLa� >r tUssTxa Liex4sublyx ims comrairrj "g �` t n CONPIET-rolls, Tim "ALL Iber$1PROTATION � AND CLI►IiITICATION FROM 40TTOM (HOT) PLATE (PL) TO DECKING/JOISTS, 16d @ 16" 0.C. Lwty"�'.BCT" *NN I$wml TNS! PRWNCT. ?US IIBBgIC"E OP' '.IACS NAIL R1ki, il"I $tiAi•T, 4I01111'Y TUT 'tNlZ C�1t'TAACT'O>)1 IFAS TOTALLY I"00 AND 1pAMI1AktIZ1 v 141= WI" ALL "112CTS OF THE DOT PL/TOP PL TO STUDS, EhD NAII, ` AND mAS COttpmx (Z) 16d @ 2 x�! 4. iMOIIWC 9"A" t � y �y� �y �y N$ KM+i T ,►AENO�F�. ALL PHASES O F (3) 16 d @ Z X 6 C'ONFam � dug VIIININUM �AND&RDS OF THR 1991 : M'IRG Dow (9w) .As MOI; rim by TILE STAT$ of BUILT-UP/DOUBLE (DBL) STUDS, FACE NAIL 16d 1 16" O.C. 4' 99 3) • �It C�►CTOR a11tIALL Eta RNItItO14B I BLE FOR m K$!> 1L8CI TL ALL 80M STAGGERED � RI�I.A?IDMS DUI�INQ G"O11�TItUCTInN. DBL TOP PL, FACS NAILW Z• fir. CONTRACT V*ANl*= i1y�D SPECIjrjcATIONS REPRE8gwr THE 16d @ 1a„ O.C. O 110181490 �T'URZ, UNLE816OT RWIBB BPaCIPICALI.Y NOTED, Tfif Y STAGGERED tJ NOT INDICI%T THR MWMOD OF 00N6iTRUCTjOp aR COt18T>Rt1CTION !�#,° ?OP PL Br`.•ICBS, PACS NAIL 8 6d •� • � WTRACTOR SH&LL VIDE A METHODS AND RELATED ( ) 1 EA. SIDE OF JOINT .-. Imo' UOMBARY Tf7� NROTEt'T i'HE STB* .. ” WOmir1 AND DdL TOP PL C`ORNEtt� • FB'RF,ONw XNi� PlLUP DURING CON$TRUC'!'$ON. T'Mg /IN'.IERSECP.ONB, FACIA NAIL �c">lll>tCTOR (4) 16d WYiALL, AT tiX8 OMH 1tll@'NtfBE, NNCAt3>s PROPERLY STAGGERED LIFTED FUMONO TO LOTER#jiNi "MRL ASO MW TEMV0MAY CAUT'IONIMY M" SURES SHALL at USED AND INSPECT SAME IN THE CONTINUOUS HEADER(S) (HDRS) TO STUDS, TOE (4) 8d Pq I&. a ANY MAx'lOtT7II. 1tAT A3 !3P'I(C"xFI9D aR I!(P'R4P11R MA'I'EItIAx, NAI G 1M'ALTATION OR MORRMA>t 881P f;HAU OB REMO'VE'D AND RSPIAC80 WITH 6#8CIFIft MATMIAL IN A MRMANLIKI! MANNER AT THE CONTRACTOR'S TOP PL TO HDRS, FACE NAIL 16d ! 16" O.C. 06 IP$N#it. r I JOIST TO D8L TOP PI./BILA, PL, TOR NAIL (;) gd• PLANSe 6P2CYFiCATXC*S, ENGINEERING AND DESIGN WORK ARE t iD SOLDSLY FOR 'IHR IPROJRCT SPECIFIED HEREIN. DWAyNE }�� iILOC1CING TO STUDS, TOB NAIL (3) Ad �: 9' 19LJ-, AD0il i ECT 4 P I•J►NNNR pt8CIJ1il�IS ALL LIABILITY IF THESE r � 7 1 24X AMD SPECIFICATIONS OR THE DESIGN, ADVICE ARD JOISTS TO BLOCKING, END NAIL � V (3) 16d 'R!!G'xI01 ATTSSND.>1NT TII<LSRETt? ARE USED ON ANY '11RROJECT OR AT WV LOCATION OTHER 11RAS TTl.B P'ROJSCT Al7D 14cAIIO,Y S1pECIFIED STUDS TO HDR-15, END NAIL .�� (6) 16d @ I1t• Q8$ERVATIOh VISITS T+n THE . Old SETS ARE NOT PAp..'T OF ` ` - T= �tC.F9TIT8.4T"8 ItJs.SPON3IAIGITX UNLESS THE CONTRACT DOCUMENTS � I C'I!Y O'T!1$RMISE. �` 41920/4X12 I 't• �RAC'1'OR SHALL VSR1@'Y SOIL CONDITIONS AT THF FOOTINGS j>I�/ ?tr? CRIPPLIi BT'UD/, 'tY,llZ MAXI. (4) ' ,t:, MAKE Atgf�lt R EC�SARY Cop=CTION9 TO PLACE THEM ON FIRM t Slti1,I, OR STRUC'T'URAL TILL CO.MPA C7'ED TO 951 OP MAXIMUM F Tf4tJi38 d02 CHORD TO TOP PL D�IIn80N' M2. 3 ITY AT OPTIMUM NOISTUiRII CONTENT PER AMERICAN SOCIETY OF ING AND MATERIALS, ASTM D698 (STANDARD PROCTOR) . ASSVMEb L EAMINATED w"s, ri.ca NAIL " r 411, HEARING PRESSURE 18 1500 POUNDS PRR 3QUA RE FOC?'Y° (PSF) . lid � At O.C. IEREb M/ (X l6d @ EA. 5• ' ISN DADS: LATERAL, LQAI'1ING/ WIND @ SO MILES PER HOUR r $xi IC UWA 3. t9•A0Q1T'ICIII flo sfllt o16A8 B1t0 DOOR S C H E. D U L E + N !K D F >)1111011 l3F'1'ItIG. LIVN !lLOCKIi:G TO 1'R�:3a'E$/JOI3TR, TOE NAIL NO. TYPE PAIR Lr.-WIDTH LF.-HE I GHT I_F.-TH I n(. CORE DR.--1rUT, FR.--MAT. U.L.-LABEL HDWR. CLOSER FAN I C-HDWt�.. HRSTRPNG. THRSHLD. REMARKS AEIS}D �3I)�1S 101 B YES 3 -�, 7 -0 1 4 HM MTL MTL _ _ NON _ L5 YES YES YES YES _ 102 D NO 3 ZEw 7=--0�~� 1 3/,4-"- Sc MTL MTL - NONE LS YES YES YES YES �I>M�N. !li ISKt@ OIiLY TfltfNE r JOISTS LAP BP�.ZCE3 OYaR DBL TOP PL (3) 16d FACE 1 --- " ----- _ __------- -- ' NAIL 03 D NO 3 -0 7 -0 _ 1 -3/4* SC _ MTL MTL_ _ NONE L5 YES YES YES _ _ YES_ 1104 0 NO 3'-0" 7'--0" -- 1 �4 Sc MTL - MTL. - NONE- LS YES NO _ YES YES - '6• e 8!! 3Q!8 �OV1lIh+� ' 1'iAi INCIt (PSI) MIDIYMIIM @ �. .,.8ND/BAND JOIST TO JOISTS, END NAIL 3 6 105 O�w NO 3'-0' 7'-0" -- 1 3�4" ----- SC MTL - MTS -_ IN LS YES NO - YES - YES - ► 1> , PLiMI lsc mm comm or !':3ALL S38 IN ( ) 1 d 106 D NO 3 --0 7 -0 1 3/4p Sc MTL M?l. NONE L5 YES YES YES _ YES T'f �Mi� @IIitA C 'i;' Y1Y' "!'i1l '.Ci Tai-R9. - I ''( �OWN -4 ' -- -_ _ _ — - _- mom 107 D No 3 -0" 7'-0�-- - I 3 4-�-~ S_C_ MTL MTL- NONE LS YES NO YES-- YES �. ,. �,/ ALS. -!" . D 108 D - NCS . � � ,': d���` X.A'� ! "riZm „N14I , ', mNT 3 -0 7 -0 1 3 74 Sc �- MTL -_- MTL ..- NONE LS YES YES YES - YES - r� 109 _ E _ Nil 3 -0" 8'-8 1 3/40 Sc WD MTL _ 20 MiN. PS,SDCA 1'E_S NO _ NO NO _ z • Mr M ` Si"NtIAI AI"4'1 B' I �� „ROOF ed @ 6" O.C. @ ALL SUPPOR'T'ED 1 10 A NO 3 -0" - 8'--8" 1 3 41' Sc WD MTL 20 MIN. PS.SDCA YES NO - NO NO �_. 0 PANEL EDGES .+,ND ROOF EDGES AND 111 A NO _ 3 1--o. 8 -8 .1 3 4 Sc WD M r L 20 MIN. PS DCA YES NO NO NO 1Z" 0.C. a ALL INTERMEDIATE 112 E YES - 2'-8" 8'-8" 3/40 _ Sc WD MTL 20 MIN. PS,SDCA YES NO NO NO - —� 7. L RUNFORCING RTAU (V:49TL) TO BE DEFORMED BARB PER ASTM SUPPORTS. 113 E NO 3 -0 Fr— Sc-8" 1 3 4" � -- WD MTL p rtty. PS,sL�.A '_t'S � NO NO M NO 815-90 GIitADE 60. At"" 1 14 A - YES 2 -6 G -A" _____ 1 3 4 SC WD _ _ MTI. NONE_ PS NO NO NO NO r� t W'I�LorD MIRE irABRIc sjLitE CONFORM To - ---- 1T'M !i1'451Da. SET MAIN REIgTL OUT 3" FROM EARTH AND 2" FROM FLOORS - MTL 20 MIN.- S SDCA SES NO - !NO NO _ -� - z ► -� 10d C'3MM0:4 @ f," O.C. I ALL 115 E NO 3'-�1" 8 -8 1 3 '4 SC YF: P ID BURY'A!CZ8- BAR 1XNGTNS D"ETA.I IBD ARE OUT TO OUT AND DO116 E NO 3 -0 8 -8SC � MTL 20 MIN. P. SDCA YES _ NO NO NO_ U ILUERISCD MAI: FRASIIING SUPPORTS. w �4 1ir1'Tt Z41CY+17D$' ALLt?lNANCE FOR NC10R8 OR BEN©8. PROVIDE' 2'-6* X 2'- GLUE AND MAIL.. 1 17 A_ YES 2'-8 8'--8" 1 3 4" SC WD M'i L_ NONE � P5 NO NO NO - NO So RES'ITL OF «RHE STZR AND S-'%CING AS HORIZONTAL FOR ALL Ila E YES V,1p 1 3/4* ^ + Sc WD MTL ~ 20 MIN. PS SDCA YES � NO NO _ ^_ yr -CafJRNER$. SET " LL ANC HnR BO.- '.'S AND DOWELS BEFORE POURING WALLS " 119 A NO 3 -0 __ B'-B N 1 3 4 3C WD - MTL � 20 1l i N. P5 SOCA YES NO NO __- NQ Z z CONCRETE. dd @ 6 O.C. @ALL PANEL EDGS?'!5 - _ _ AND I 1?" G.C. @ ALL 120 A NO 3'-Q - 8'-8�- 1 3 4" Sc WD MTL NONE PL NO NO NO NO O INTERMEDIATE FRAMING MEMBERS. '21 A NO .3'--C- 8 -8 1 3 4 SC WD MTL 20 MIN. PS SDCA YES NO NO NO $• �L >MASnKRY P.11FO$ED TO THE S+iF,,1�1TH3l,►R Tfl RECEIVE 2) COATS OF -r--- ,`-z---- -- -- -- _-- ( 122 0 YES 3 --Om 8 -8 �4 SC WD MTL 20 MIN. PS SDCA YES YES NO NO GLAZED PANEL TO BE TEMP. WIRE GLASS WaTE"RPRI�O@' 8"L APPLIED PER MANUFACT'URER'S INSTRUCT;:ONS. G>IP601 WALL BOARD 1_73 8 _ YES 3'-0 6'-8 1 3 4" Sc WD -i- MTL 20 'MIN. LS SDCA YEL YES NO NO � � � (.-4 O ;IIPATI, PAINT PER Oiilt M REQUIREMEi1T . 124_- A -_ NO 3'-0" 8'-8" -- 1 3 4' -- Sc -� WD -�_� MTL NONE - LS NO -_ NO NO NO ALL ST>RU 1/2" GYP. --•TYP. Sd COOLER OR WAL.LB01`.RD NAILS @ 125~ A _ NO 3'- - 8 '-8 1 3 4 Sc WD MT'_ 20 MIN. LS SDCA YES NO _ NOr NO Z 0- 1 S• �L WOOD COLUMNS, AND BEANS TO 8E DOUGLAS FIR/LARCH " 7 O•C E PLL FRAM?NG MEMBERS 126 A NO 3'---0' 8 --e 1 3/40 Sr MID MTL 20 MIN. LS SDCA YES NO NO NO E—+ IbF/L) 11. UMMS NOTED OTHERWISE. ALL JOISTS, PURLINS, AND - - r -r--•-- -- 127 NO 3 -0 S -8 1 3 4 SC WD MTL 20 MIN. PS SDCA YES NO _ NO NO tRTS TO M DF/L #2 AND OSTTMR UNLESS NOTED OTHERWISE. ALL 5/8" GYP. --TYP. 6d COOLER OR WALLBOARD NAIL? @ 126 n-' NO 3'-0 6'-t! - 1 3 4" - Sc WD - MTL NONE PL_ NO NO NO NO UOMNQ APD 11031-+1 TRUCTUML FRAMxpG TO ME C014STRUCTION GRADk 7"" O.C. @ ALL FRAMING M.EMBMS. 129 A - NO 3'-0" 6'_8 r- 1 3 4 SC WD MTL NONE PL � NO NO NO NO - � 0 y = 92TTO ALL 0 IPIATES IN CONTACT WITH CONCRETE OP I 1I11LL BIl ItEll�•FTIIc1 pRSVR! IIA'rEi?. ALL ," 130 A NO 3TC- 8'-8" 1 3 4' Sc 1tKD MTL 20 MIN. LS SDCA YES NO NO NO -- - 0) LAYERS 5/8 GYP. --TYP. 6d COOLER OR WALLBOARD MAILS @ 131 _ A YES 2'-4-_ -8 1 -3z!:-_ Sc _ MTL MI S CA YES NO NO NO ) F+ A I►�CATCU WTAL '� MftR CONNECTORS AND KANGERR SHALL B � }t� O.C. BAi�3$ PLY ANG 8d COOLER 132 E NO 3'_-0" —� 8,-8^ 1 314w -- Sc WD MTL - 2G MIN. PS,SDCA YE5 NO NO NO PVLLY i 0L" 90, AND/QR NAXLED. SIKPSOV PREFABRICATED METAL133 E X10 3 --q 8 -e -' 1 'J 4 _ - -- MIN. ��ry� ��r�,�*,**�'�' �,yy..,,,yyyy�. TY y�, * y •� Q @7'10.C. FhCS PLY. C WD _ MTL 20 MIN. PS.SDCA YES NO NO NO 1,1"'41 WONNI �• O H �R YPRO OF 10 AL CONNECTION.? \ i- i F" .. -._..�_. - 134 A NO 3 -0 d -8 1 3 4 SC WD MTL 20 Mlle. PL.SDCA YES NO NO NO I�i)U,.>lt$ PRIOR REnIEII. ALL DOLT HEADS Cut NUTS 91IARINC Ott HOOD �--:r---- -�- ..--. 1). PLUMBING, FIR? SUPPRF:SlSION ELECTRICAL AND MECHANICAL PLANS 13S_ A NO 3 ' -0 8 --8 t 3 4 ScWD MTL 20 MIN. PL, YES NO NO NO _ �,, HiAV2 . STAPMR0 WASKSR^. ALL PLYWOOD SHALL BE GROUP 1, - .._ x.- �. _ _Y _ i- _-- __ _ . _ _ - UNDEf1. ST'ARATR? PERMITS. 138 A NO P --0 3 -8 • • MTL MTL 0 l LS !•y NO NO NO OVER HEAD ROLL I NG---PER MFG AI!'ttrgC't"U�AL 1, AXPOgURE 1, AND APA RATED. 15/31" I?t.Y'p1�fL1 TO BE - -...___ - - -r- a7"1�. Gt.os4+�tG, Ass>✓t�Lail_ G-D IIST$R1OR WITH EXTERIOR GLUE, 32/16. 19,/32'" FLYMCldD TO OE 14. SHOP DRAWING"; SHALL P!, SUBMT'i"TLD FOR RESTL, PR.EFABRICATLrO -- -- r r C'-0 lrl:'T' l,IC>Ilt 9tlTll EIE'1'jRIOR GLUE, 40/20. 3/4" TONGU3IS AND �r GR,CKtVl6 ('T'i4), '9Tl�iT-I�`FIiGOR WITH StUPPORTS AT 2*" O. C. (EXTERIOR D`'`'ES. DRAI�ITNGS SHALL BE TO SCALE AND ACCURATELY INDICATE � C� ;ALL PERTINENT ASPEC'T'S OF THE ITEM(S) AND METHOD Or CORRECTION CRADB UPDO BLABS, INTIRICR :RADE WHERE PROTECTED FROM '%D TTN M�JRtI. INDICATN tRQCTION A" TIgKp0RARY DICING r�;. MOI43TU Z) , AND TO BE CLUED IND NAILED. GLUX ALL FLO::'S!8 WITH DOOR TYPE ROOM NO. WALL BASE FLOOR CEILING N x11p'O1tMA?10N TM C;tJ/1T'NACIMB U;SB. SMALL PJMM ARD k. . s�TRV4"T'L►RAL 11►I�IE$IVE, ?M-5230 OR E�tTIVALENT, AT ALL 8U1'PORTS. � ��'1IN'SI 1114 >fEll,�tRXIElD !'011 � ANCSI Sif2'.1!'N QAC AND +SIt3NAT>�l1I ON -- t-- )C t , ALLRIX'aPLYWOOD WALLS ANTED SHE RWISR.9 SE HAVE ?.X BLOCXING AT ,, 8N'1'M *F DMM?M@ 1*101t TO SUM1111 T,AL TO '� Nf1QX11O � BgRyAT I ONS: \O j PANEL SEL.`rS� UNLESS NOTED OTHERWISE. SRIF NAILING 9CIIEL)UIaE. MMXM n* EACH 411E tRIM"1' FOM ltitX�O AND � / / / / 3 U 0 � I_ � roomexam pm IN1 / / / AL ALUMINUM z a z = Q 1Q• ALL STRUCTURAL WOOD hIF:H1BIrR.S EXPOSED T< WEATHER OR AS NOTED ON # >Mt$'!4t>1N1 > t I A B D E im HOLLOW METAL o - O w > p 0 i ►7.3TRI8UTION. SCHIMIX- BUP M"Llf TO ALTAN SUFFICIEIIT T'IMI4 0 / O Y-bc �' / 0 KP KICK PLATE - 0- m Q m 1- ORASiIINGa BHAL.I, BE PldhBr!� TREATED IN ACCORDANCE WITH ��PII6RIC'AN Ir3R tiEVId41 AWU pOgg10� �-;d�A,L "� �I ' � ,I '-�0 I I � Ls LOCKSET 3 J w a WOOD PRBSERVATIV S A980CIATION (AWPP.) STANDARD F-P-�9p (COFFER G MTL METAL �� � � v = � } NA"MIESATIS) WITH A R.ETWrXON NOT LESS THAN .4 LBS/CUBIC FOOT. WO 1�.I01 OF A9bW,'IATI0*2 t � �, � � PL PRIVACY LATCH �� ¢ ,� ul m I U C7 ALL l'ttlltED ]iIC"$Ini48,' CUTS, DAPS, OR HOLES IN PRESSURE TREATED PN PANIC HARDWARE O C 11ATERIhT.S !'INALi. BE TREATED IN *,CCORDANCE WITH AWPA STANDARD IS IN01CA 'ES '� •" b1LAl1 PP PUSH / PULL 101 • • e • •/ STU I3R11''Ci1MED REINFORCING 9TnL � PS PASSAGE SET _- -- -- — — - — —_Sc SOLID CORE 102 _ • - • • • - bIA. - DIAMETER UBC - UNIFORM BUILDING CODE SDCA SMOKE DRAFT 103 • • • - �• • 11. ALL ROOD TRUSSRS SHALL COMPLY KITH USC STANDARD 25-I7•-88 FLUSH OR FULL GLAZED POCKET DOOR 1/2" GLAZED NEW DOOR CONTROL ASSEMBLY - - 104 « • • Ix7GCEPT AS OT`RERWI818 NOTED. TRUSSRS SHALL NOT EXCEED' A TOTAL Q F. - DOUGLAF FIR T i A - TONGUE AND GR:NyVE NO' • 1) ALL GLAZED EXTERIOR DOORS TO BE GLAZED W/ 5/B" INSUL,IV' I '1 R�%? (rLAffi- ,� WD W000 LOAD DEFLECTION OF L/360. TRUSS MANUFACTURPR SHALL FURNISH - _ -"— � -- 1Q5 e • w • • - BL IK.B� 8WR ARAMIOU WITK AN O'RMON MOISTRMD * ' �,. - LARCIT 2) DOOR TYPE 'F:' TO HAVE A 1' WIDE X 25" HIGH (MAXIMUM), TEMPERED MARE GLASS VIEW PANEL JOB NUMtM r $ISAI• SWW Dl / 106 • • • • i Illf�l3 ANAI.L OT -- BOTTOM • 107 I'OR 7"I tx. lItIVL" 11111MNNitB AIItD POUNDS PER SQUARE FOOT PL - PLATE 1 0B • • • - --- « -'--- � 8 r"LL 1o", At•L CtR1 meTro* PLATO "ALL CMI'VlSwp TNR � � 44 } ALL T wow, wMBi&". � Titus$ PIAN rAG"!'tifl" SHALL r�►. S. T. - POUNDS PER SQUARE INCH DBL - DOUBLE 1_0_9 • • « • 1 10 • --- • • - ` MN$MX'1' c1 ,s�xd1' Rlw IN[�.JCtItT Tii+� C�►AMx xt�.�►�" DRAWN 8Y CHECKED BY ALSLI T aB> vom '!'O `TNN Joe SIT* Courom To JtPPiI vgD SH'41► �I - KIFS PER SQUARE INCH HDR - HEADER 1 1 1 • • � • • 1IrNiSAlums. T Or ALL '!"Lr'IIT?" L'141'AT'I FICA'1'Es Sum an NOltllE By THE 1 12 • • _� • T'RtlBs MANUFACTURER. MP'H - MILES PER HOUR FTC - FOOTING — — _. ___ - � TJR 113 • • _ - • - • � r 4_ • __ _ • - - • �1, ALL MAILS BI,�t.E, BE COMMON AND NAIta�SNG SHALL 8E 1.�ER 1'HR BAILING RaBTL - REINFORCING STEEL OJSSC - OREGON STRUCTURAL _ _ -- SCIHIMI,M 0"S OTHO MINIR NOTED OM THE URAi/IMS. 8TAPLE OF S PECI-ALTY CODE w i �!a caw S C E D U L 1 1 5 DAA NW V11LLJIN'1' LUZ KAY 82 SUBSTITUTED AFTER RBVILtW BY NNGINZEF. - 1 1 g • « • • It 12 94 NAILS Alla BT'APL>rg SHALL NOT BE OVNRDRI VE10. NUMBER TYPE SIZE FIN FR �'t_ASS ROUGH AVT I TY ABBREV I AT I ONS: _ _- - _ A -0 X5 -0 I T V I NYL NSUL. PER F 0 A ARCI4ED 1 1 7 • • • • B _ F HS 3 --0'ill -0'� WA I TE VINYL I f'SUL_. PERMFG. 5 F F i XEP 1 1 6 KMSI� C - T F 4 -ll X2 --0 WHITE VINYL INSUL.- PER MFG. 2 1NSUL. INSULATED (DOUBLE GLAZED) -- • - -- • --- - • --- • -- - D A F 3'--0'X8'-tl WHITE YiNYL IN5lIL. PCR MFG. r+ _ 1 MIN. MINUTE (FIRE RATING) _ E -- F - 2'-0 X2 -0 PAINT MTL _ 45 MIN. PER MFG. �~ 2 MFG. MANUFACTURER 120 ---- -- - « • • • - - 398GD8 VS VERTICAL SLIDER 4 -'0 X •-0PAINT MTL 45 MIN. PER MFG. 1 1 21 • e • • 122 --- -- • _ _ • SHEET, spruce Street,6501) 124 2 4 --- --- • —• • -. -- '' - (SUP 95-0128,BUP 95-01711 ,IT 95-0006 a of 36 t, _ L t .. .,�._... .i., .._,..v- r..1.Y..:..._r•urSr...-ar-,,,w.a. i .yrWy.r. - - IF _ .....r�....JJ- __..._...__.-__...�._..._....1 —...+.._.._..i....w-.....-.r....._....r....ate._• _..,.��r.:, _ If this police appears clearer 111.111 the document, (lie document is of marginal quar:ty. lj� ��pp 11114101111 Jill 1 1111:1111111141 i illClA lAADit M!N 714 T7 17 If 1 i Minn inlln�i iiirli�+�It�iif ��- µ , IN14N�1�11tlllllll (IIIIIIIIIIIUIIIII{IIIIIIIIIIIIIIIIiIIIIIIIIIIIIIIiiiIilU(IIIiIIIIIIIUIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiI IIi�Ilitl IIIIIIIIIIIIiillh�����lil� niinr�l I ( — STANDING SEAM METAL ROOF, OVER 30• FELT, OVER Nb' APA RATE' — n _ PLYWOOD SHTG. W/ 10d is t. ' O.G. EDGES, 12' O-G. FIELD -- --- - L SEE DET. 5/9 FOR SEE DET. 5/9 FOR V —` ALUM. FLASH. �- TYP. EXT. WALL EXT. WALL DET. --__ \ � 2X N.AILER5- -TYP. J-1-IOLD - -� T 2X NAIL ER5 4X8 HEADER- -TYP. �— ._TYP. \ \ ` — dx8 �1EADER--TYP. v 2X GONTIN. BLKG. - --- -- --- — -- -- x / t 10d • 6' O.G. TYP. • PERIMETER — -- �\ MTL CORNER BEAD _ ______ �-- WHITE FINISH VINYL. • \ FRAME DBL. GLAZED TIMELY PREFINISHED _ J Tor -- VERT. SLIDING STEEL POOR FRAMES t I l.� I�4' SEALANT WINDOWS- -TYP. W/ BENCHMARK INSUL. � n �%� I METAL DOORS — N O) n - SPT. MITI_. GUTTERS I - ,7_ �j 4DN. SPOUTS - - - / / FUTE: CAULK 4_0E_AL LL PERIMETER OF - i - - •• - p ROUGH OPENINGS W/ WEATHERSTRIPPING 4' BEAD OF ~I \ 2X10 CEDAR FASCIA - INTERIOR WIND. SEALANT 1 R{ t THRESHOLD REQ. � I / OPENING TC E'�TERIOR OPEN'G, -- - �- yl \ / SMOKE SEAL t lX5 (�� Q ' LEDGER W/ 2X4 ® BE FINISHED GASKETS REQ. •4' O.G. - -- - - - / GYP. BD. a FIRE RATED DOORS SIDES 4 HEAD. _ " USE IX 5TAIN -- DBL. 2X6 SILL IQ • a CEDAR LYWD. &2vMT--- --- / FINISHED / WINDOWS WOOD SILL III �� III- U i i E:AVE DETA!_ 2 E:AVE DETAIL Wt=W DETAIL a DOOR DETAIL Q "� 9 3/4• . 1'-01 9 3/4• . t'-0' 9 3/4• - F-0' - 1 I/2' DIA. STEEL PIPE HANDRAIL NEW R-30 BATT. INSUL. 1 1/2' D!A. STEEL PIPE W/ SMOOTH-GROUND WELDS CONC. WALL !— b' REVEAL HORIZ. BE'✓EL, POSTS W/ SMOOTH GROUND (RAILING TO COMPLY W/ ADA REQ.) 4 LANDING WOOD COMP. SIDING WELDS SET IN POST SLEEVES _ / . TRUSSES BY MFG. ® OR POCKETS W/ NON-SHRINK I 24' G.G. GROUT TYPE 'X' GYP. SHTG. 04 at NOSING - TYP. -j - 'SIMPSON' STC CLIP VAJ Z Q Z �- 1.0 PERM OR LESS PCR FROM TOP PI-ATE TO I¢[ BARRIER I 0 1 EACH TRUSS 12' 12' m S E- 1/2' APA RATED PLYWD. Z x SEE PLAN FOR NAILIN!s 1, f 3/4' SPACE - 2X:, STUDS s 16' O.G. _ DBL. 2X TOP PLATE t — s+ •= _-� W U U Z % z 2X8 STUDS • I6' O.C. e SIM. oo Moog y kf �y O0 00 �4 • 12' G.G. - #4 s 12' O.C. EA. o ° . c7 R-19 BATT. INSULATION •• °b' a •I EACH WAY p U 12' WAY ® CENTER W \ UN.O.)UDS s Ib' O,G. M r CENTER OF � OF SLAB Qi WALL Q e [�,j F O \ i 1/2' RADIUS Z Cn /r2) LAYERS I �,: �- Ne' T7PE 'X' GYP- BD. • . o ' Sb' TYPE 'X' `� • i/` - TYP- o JJ E-' GYP. BD. 9, . . a 6' HOOK .l _ W d r a TYPE 'X' GYP. BD. 9 Q ":j� . e •,� (ALTERNATE EA. SIDE( ,; a '� � d d o cap .. .M1 . . . 9P oo8 9P 008 a c o0Q .Q .. t EXTERIOR WALL NON-BEAFM WALL I J. 04 at 12' O.G. ; d COMPACTED DETAIL--TYP. r6 TO TRM CON. DET. EACH WAY EXT, STAR� --- +�: � BASE 9 3/4• . 1'-0• 9 3/4' . Y-0' 8' -- (2) 04 • BOT. 3 SECTION 1L 4' 8' 4' NEW CONC. WALKWAY 4 T ADS • 11' 3'-8' 9 1/2 - t -0' Qi 4 I _ '- — (2) 04 TOP t BOT. � In - 31A' PLY. SHEETING (FOR MECH. ACCESS ONLY) p STANDING SEAM METAL j--' I,d • IM -- --- —PERIMETER d. --- DBL. s �C 6 HDR. ROOFING W/ RAKE - EDGE FLASHING PER J _ 2X10 CEDAR FASCIA Q -TTP. O 2X4 • 24' OA. _ D13L. :x8 TOP R DBL. 2X6 HE/DER W/ LUS26-2 EA. END t5' PLTLOOD 90FFIT DISAPPEARING ACCESS M' TYPE 'X' GYP. SHTG. -- LADDER. Joe NUMBER W APA RATED PLY110. LADDER SHOWN 15 OWTG• SEE FLOOR PLAN / 'PRECISION' ALUMINUM 8447. A-4 FOR NAILING - 0 I 1 SUPER SIMPLEX DISAPPEARING STAIRWAY G=>-- 2X8 FIRE BLKG ° w;-m' DRAWN 9Y CHECKED BY _ - OL. MAX. MEASURE] ---- - - -ROUGH OPENING I5. R-19 BATT. INSULATION--TYP - HORIZ. FROM FOUNDATION VERIFY ­-L 30' WIDE X 54' DEEP -- TYP. (2X6 • 2x6 STUD TJR _ " i DIMENSIONS 4 -DOOR SHALL 50 2X& sruDs . 12' oc. 2X4 a 2X4 STUD WALLS) INSTALLATION 60 MIN. FIRE RATi D, %' TYPE "/' GYP. BD. DATE : Io-la-94 W/ GAM-LOCK, ANp ----- R-I9 BATT. INSUL. PRO EDURE W/ 67AIR MANUFACTURER, RECESSED FOR REMSION INSTALL PER MFG. CEILING FINISH '.1-14-a4 WRITTEN INSTRUCTIONS, 4 0560 1393. --' 398CD9R SHEET �e ACCESS LADDER AND ROOF HATCH BECTON 9 NORTH GABLE WALL RAKE: :V..me st'.0t.9500 nUP 95-0129,9UP 95.1,179 :'' "' :" 'l " • 51795.0009 90139 r "•••:"' 'n •. . e,�.,l• :aia.a�' i=5ilh7,"-rel' IYiYr.. if This uolice appears cleaver thml the documenl, the document is of marginal qua'ay. �IjIjllljljlj +{1;+t+[1li1J•}{►�I�I� IaIIIIIIllljlll n�jljllijl�llj'jltT'tlijljlllj�jl'4IIIjljljllljijl'�IjI1ljljlj�I�j1j! Ijl �Ijllljlj� �I�NU��{_1��� 3 {114�pj�j� CD dl 24X 4_,:� � ,. ..-. :,. . . - - .... .. 7d$5{'IFiTC.',�.t"�E�%T���IkIM,t1�Ig00ira.rrtArr•t;�F;• :c`. •'.' 'a:..�-.. ..'yst- _.. n +�F;t;•'�y..j�y^,�.p; ...._ a'.,. -.-F., r 3, k• - r:. r,• - 1 _ .. .. .. Ibd • i O C. i' WIDE �' POLYWC�OP SWIM � ZU&EN 2X4 TOP GHORD OF 'rR1,166 PE • 6 OC. • OINp■b(�I bt62?4 -- (10) I2d • 4' OL. • LAP - - k` APA RAPED PLl'Wb. 6HT � , , A'f�1Ix71NG SEAt•i I"�TgL PERIMETER • CAl,1TT .JOINT'S- -Tl'N'. ._._ UJ/ (3) +10 :c 3�y U1C70p bC'!�'EtL�� (6, LOCATIONS �j; • . R:'K�1i�1G UJ/ RAKE � � STAIJDiNCs BEAM METAL J,� Irc'd + b' O.G. ALL EDr�Eb, 7 -- (2) 2X4 LU/ �3 1 'BIMP80N' ( 12d • 12, OL. ((IG) I2�A ROOFINGi W/ RAKE r - 10d • IZ' OL. ALL FIELDS '• L 24X 71 N0�3E FLAbMbNCs FgIQ �� � / MIN. D led 6PLICE6) EDGE FLAs�+ING reie - f HZ g t0 EA TRU89 �J ! 2X10 CEDAR FAbCI _ -_ ZXO TOP IC --.--_------ "<�-_ r -- - --- ------ - - -®' MIN• LAP • Dk'L.. ZX�•• TOP EX!�R101R IN61,,JLAT'IC*4 __- v l Z)c'10 CEDAR fA6CIA--TYP. - IBIN16H SV6TQM ( 148rALi. � - (4) V'a'+ ALL-T11�AD MW h'Fdk WRITTEN - I APPR 7x. ;i YF) RDD UJ/ 3'iC3'Xti4' 8D. MIrf�JGT10N81 _ II / I WASHERS TYPE 'x' GYP. 8►;TGi. - ALL. 412 GAL V• 6C*T AIdNEALSED MILD (6) 12 GA. WIRES TLV rYPE 'x' alyp. SHTG.-- �•� 1 �' STEEL WIRE PER ASTM A641 $HALL WRAP � 3/16'• X Icy' tYE, LAG -WALL STUPE, • 1!r' OL.--TYP. ' AROUND END SUPP'ORT'S OR SCREWS 4 I LARCsE THREAT-1- INTO 1^i' APA RATED PLYUJD. T'W16T (3) TIMES TOP CHORD I ly' APA RATED P'LYUJD. �. ' •�_-: 2)<6 BLKC& • 24' OAC. bNTCs. W/ 8d • 6�' O.G• ALL EDcxE6, 6NTG, btE FLOO',� PL:�N . ' ------ -- --- --_.__ ----- ---SWT. A-4 FC�1! NAILtNCs ��p 8d • IZ' OL. ALL FIELDS _ 2 TO OiM -rM (ABOVE' CEILING) - —__.---- 1,y' RA, CEDAR PLYWD. Ir �rHANIC,4L Uh�IIT 6cff ITW - `-- _ 2Xd FIRE BLK& + 1!T-®' Q 3/4' 11-01 --T - -- --------_ - ~- 2X6 FIRE dl_KG • 10'-2�' t, R-r�: BATT. I OC. MAX MEA6iJ1lEp — -_ - - --- Nf6ll[.AtICaN--tl'P. 1�ORli.. nw, ='lA1D�4tION __ -- -'-- r. OL. MAX. MEAt�UREw PDL. NUT • TOP dOt. .-. -- -TY!".. l2xb + ZXi 6111D ��, l STEEPLE DfiSE IZ PROM C}cJNDaTION ' (PER MFG_) 2X6 STUDS • 12' OCG. � �. __ .- WO R17- -- - --- - - _ 2X4 • 2X4 STUD WALLS) �,• TRU88ES • STEEPLE TO DE �� 1 , d g P.T. 4Xb BL1CG. TOE- 2X6 STUDS • 6 OG. --- - - ~ 1�7' \}-- -- �8; X12 X iV7' PAN HEAD P%Q +6' rYr�e 'x' GYP. OD. _ �e�,Ic�r�ED ICOR ,a ►3� Le. /-•,_-- �,.. ' VERTICAL FOR A 1,3 0 015 NAILED TO TRU66 Uk ' APA RATED PLYWD. 8HTCy SI.E.Y_ATIQN - TYPE 'X' GT P_ 3HT- .-- SHEET ! 1ETAL t3CREW6 ' (ZJ ted EA. END \1_ .___--�`- W/ tad • b' o:c. ALL EL'�CsEB, � � • EA. ANGLE '. LOAD ?'-0' BOTH f31DE6 OF ---- 66 • 12' Or_- ALL F!ELDB _7 O RIDGE AC,ING C ;INCURPIENTL Y \ _ M OPPOSITE DIRECTiOR'6 FROM �1 'P.T. 4X6 X 1'-m' LONG �� STEEPLE DUE TO WIND-IN UNDER BLKG. (SEE bHT. METAL FLASHING, UP Be MIN.-- ` / ad • 6' OC. � __--- QQ -- - ' • ' • . --- ADDITION TO DEAD AND LIVE f SECT -��l b 6W"I'd TYPICAL ---- ----- -- __._- ___- --- C;6 } LOADS -`-- (2) Ibd • - - - - _ _. _ _ . �/ 16' O.C.O R-19 BATT. M-XLATION--TYP. --\ (2) L3 X 3 >c 3/16' x RUSSEE� t3'r •"4FCs. • ` bb LONG 24' OZ. - M CHAN I CAL HRS; PSc7L T (TYP. - N • ell • (6) PLACES) r--•--. _-- • I 2X& NAILIER 3 STEEPLE -BASE PLAN 1,1066E S DY MFCs - - 'i 1 (8) 12 GA WIRES U.V --' I 3/16'• X 11/7' EYE, LAG A y LARt# TI;READS INTO —(?) 2X4 UJ/ (2) 'Slr'i1­8(.M' P1�EF�S/•ZlC.ATED l�IESERGLA88 - — TOP CHORD H2.S TO EA. TRU38 �-- L'780 ':41 DOLT -T'rP. • (6) 14'-0' ABOVE SLAB ---- (4) 4`'� ALL-THREA,"� LOCATIONS, ANCHO!�ED TO STEEPLE SANLT'UARY TOP I!° (6) I? GA WIRE�WV� ____---------- �-- RDD U1,' 3'X3'X1/4' t?►D, P.T. 4X6 BLOCKING • BOLT, , `�' 3/Ib 0 X 111 LAFr.3E THR'~ADS INTO �_ ------ BETWEEN: TRUSSES, W/ (2) r2d TOE- - TOP CHORD --- -_ APPROXIMATELY NAILED TO TRUSS • EA END--TYP. (TYPICAL) ►-� SIMF'SON H2.5 BOTH 81DE8, • ___�_�.-. � ! . / EACH TRI166 TO BEAM CONN. } / - BE'vSLE.-I F'.T. 4X6 )e l'-©' LONG 5 W/ "� LI=!EG}-�A1�i f Cr4L UN T�-- \ `� I / �Q 1 1/2' F-Q' SANmm CTUARY NO N 12 � (2) 1-3X3X3/!6' X tYP. • (6) LG:ATIC7t`1P, bb LONG � DBL. NUT • TOP � MOT. MECK UNrt` MDXJN7 NG DET. '—� `` ----- SECTION A JOT€ _ _ DO — MFG. _ 14 �/4' - 1'-0' x TR 186E6 • 9T4EPL.E TO 1W, w DESIGNEC FOR A 1,900 LB -� - _ r--- ____-- -: --' VERTIG.;L. CONCENTRATED I s- - X /, T --- \ - -- ------__ --- --- 1�j' APA RATED PLYWD. SHTG. W/ �'� F-� '- LOAD 2'-0' 1501#4 SIDES OF � f3d • b' OL. * EXTERIOR �" O R1001 ACTING CONCURRENTLY I I 6 M C PPOS I TE DIRECTIONS FROM '------�__ STEEPLE DUE t0 WIND-.IN Q12d 0 !21 w - _ ADDITION TO DEAD AND LIVE - 0 ___ -- _--_ U� Q LOADS _�_-��._�_-�__ I r'-._ 1 =��" -1 � - $Ih!PSON x612 w � IT a00006 ri I 4 STEEPLE I / EPL,E 8 � r A8E SECTION I , _ I I iQ 3/8' - 1'-0' DUROWALi- D/A 113 X I: GA U 0 , . GAL V. PINTLkR. HOOK TO ROD W/ DUI�O"LL D/A 213 X 12 GA f*LAT1E. ANC 4O R WV GAl-V. 2t,7' �'' PLATFORM FRAM(W-v (DASHED LINER) X N0 WOOD SCREW • 16, O G. �- f_ SEE DET, 1/4 1/4 &HT. A- 4 • ( �� �� ..l' n, .a i MAX. HORZ. 1 VERT.--TYPICAL �, - x 8 PRS. TRP, SILL UJ/ -�..� C._. rn o' D!A. X !0' A.@. • 3'-&' OCG. ��. p cd (U.�J,O.) 1'^,AX., 2 PER BRP, MIN. ---- - � - j-- ------_.-__--� fb a, RESILIENT BASE--TYP, 0) '81MPSON' ST6224 • EA. COL. TO BEAM CONNECTION. -TYP. 15 FELT', ON'CR FLASHING I f— ---- 4 CONIC. SLAB '� I 4X6 WOOD C �/- OLUt-M (aJ/ t�X6 X W1,4X 1.4 WWM) }-' I l WEEP HOLE13 • 2'-0' O.C. - j` Ot'ER 6 MIL POL`1' 8. OVER Q `,�--- �' APA RATED PLYUID. BNTG. W/ 6d •. 4' MIN. 4' MIN. COMPACTED GRANULAR FILL q I - - _---� 3' OL., ALL EDGE6 • ExTiRIOR) RAIN DRAIN ---- e', }-• -- x= -- x----- �^ _/ �'1 X 12' AP. (2 EA. WALL) 7. � � �-- - ----- F;-4.5 RICsiD INBUL. DONT. _-- '� /` 2X4 P.T. SILL a `IIID NUMBER ' �'�� _�� U c_� �D HEATED 81"QCEB ONI.� i -- - -I SFE FND. PLAN I „ DRAWN BY (�1ECKED BY � �J a .� rSEE DET. 5/3 9HT. A-3 FOR FOUNDATION TJR j •) n DETAILS • DATE : 10-!1-94 a / _ 3�8cD1fd REVISION 6 t�; LUMIN FRAMNIG DEI" p��� ___y_ _ - SHEET END WALL ICTM MT, CABL& lU 1 1/2' R F-a' - 1 0 Spruce Street,8500 BUP 95-0128,B"P 95-0178 s SIT W0006 10 0136 "4;, If this n(Ilice appears clearer th;u► the docllnlent, file document is �'S ma•I;in;1l II! II �I , 1I�l�IIIt101 -mmm mI�I11�: 1'I��-#t����I�� � L�,�I�I�,I�I�I�I I�IjI,I� I�IjI I I�I�IjI� II�I� IIIjIjI�I�III i IIIItII 'I;IjI l IIIII�I'III�I � ►�I�III�I�;I1111�,,i��i�a��������� �1,II�;�I�III t�lij►IIJIIIIIIIIH IIIIIIHctIIIt1111 N, rr fi . ..,. ►IIIn1111,11 ►11►I' I ,,�,Ii,+ t - - ,,;;:.• � �tl►►lll�l 11111111. ,�►IIlI►I►IIIIIIIIIIIIIIIIIIIIIwIIIIIIII►Illlnlllll►IIIIIIIIIInIIIIIIIIIIIijI►u Iullnlllnrllllll IIIIIIII►IIIt►11111►�„�rttn Ir �111flfilftl�li�► fl 1 � �illlinlll f� "r-K h. At r , Ma� �,��$ �.AW „� j M W♦ 1—: •5`1•"'�}•.'lF2`. 'WTi}i11J L'M1- '� Waw Vii'I+•L� T� YFy�'. F l II"3° 01st. 12 � 2XbFIR CAP STU15 � A HANDRAIL- ----� ,! _ __..T WALL - - — x C' -2 X d D19L. TOP PLATE -2 X 4 STUDS +� `�snT� • OCG. -2 x 4 SNCL, BOT. PLATE TY P. - • - - _j °" I - CD .-4 I 1 ?t I I C1_ I I I I L i m EQUIPMENTPEWiTTED IN via.4' E DD I I 2X4 STUDS • 16' 00. MIN.- -- ;, L-- 4h8 BEAM \ � l DBL. JO13T UNSER BAPTISTRY II �y ARBA - I I xim FLOOR J013TS • *1 O.C. W/ BEAR!NG WALLS (t BEARING POINTS ( - Y2XI0 CONT. RiM JOIST t 2XIO BLKG. EA_ END - � DBL 2Xd TOP PLATE PER MFG. WRITTEN INSTRUCTIONS) - f Q I U.) CONCRETE SLAAB r LOOK + �PTI3TRY-- IF06E4bO.G. �- 8' MIN. 'THE MINI BAPT13TRY' (� 503) 394-214b)-- - - - •.. - / FRAM i > 24X - - �- - _ - - - _,", _."_ NG AND INS i.aLLATION PEIG, 1993 OSSC SND MAN;` AGTURER'S WRITTEN INSTRUCTIONS - --- - -- G•1 V 6_MAX. W IL 1 o now • • O 11 v4 s 11—V 11 1/2• • 1'-0• ��- � � � 9 H.C. IDF INKUk1 FOUNTAIN 11 1/2• = 1'-01 U T � y YPICAL. ACCESSIBLE W�' TER CLOSET STALL- TYPICAL ACCESSIBLE LAVATORY: i, . 551 r-41IN. �11RROR MIRROR MIRROR ►—a I I,i - - - 4 Q --- � ' x r ► -- - i - j __ _ - l ` z 8' MhI W MAX. �.. _ -- 61'n' U1 0 /2 4 STALL WE M.&ATION s STALL FRONT E &ArON 6 LAVATORY SIDE ELEVATION � /e' �'-o• -' LAVATORY FRONT ELEVATION a LAVATORY FRONT ELEVATION 11 Z/2' _ �'-0• 11 1/2' = V-0' 11 1/2• = 1'-0• MiRROR IMAGE AT MEN'S RR 11 1/2• = i'-0• `� 0 r� 54' MIN. OW-_54'_MiN. I 42' MIN. 12' 12' 42' MIN. - ��' I - — I •� r E I •, 1ja I I _ r p� N ti - i _ S 11 J Q " Qv R,4NGE /T'rFE HOOD MEN _ I _ a►M. I 149 2�b 87�D8'� I J EF .— I O U KITCHEN � ,- ; _.5'-2* _ a "a DT \ ' T WOMEN _ TRS 51NK -_ g°-¢►' _ 118 i t +• JOB NUTA9ER I ` I 1. TOILET ROOM (UBC SEC:, 510): DRAM RY CHECKED 8Y I 113 ' , __ ��� DE'r � / `�-- I � 3fJ' R. 11 i I � � --FLUDRv: r iGORS ar-{ALL HAVE A SMOOTH, HARD NON-4F35ORBENT SURFACE EXTENDING UP WALL 5' r11N. HAND - DEE3 7 blh� I - l_ _.1 - - - -uJALL3: WALLS SHALL HAVE A SMOOTH, HARD NON-AB,6ORBENT SURFACE FORA MINir-'UM HEIGHT OF 4'-C', 6 iNK .� 11 //- e/ 1 _ -� p 1\ IB 1`!Ak 1 i - I- ' .� __`_._X ® ALL WALL MATERIALS (EXGEPT °+TRUCTURt1L MEMBERS) 'SHALL C'F_ RESISTANT TO M01�5TURE DAMAGE. DMB I r i �• ' 1 7i d ' I I 9 ;� _, TJR l Z I t ACCESSORIES NE...TOILET PAPER HOLDERS, GRAB BARS, E-C_i (UBC "EC. 510,): ALL 4CCE850RIE5 MOUNTED �� IN, AND TC WA!LP, SHALL BE SEALED 80 45 TO PREVENT MOISTURE Dot- AGE. ( 'u I DATE 9-28-94 48 MIN. 3. AGGE48 TO WATER GLOSETs (UBC SEC. 5iiJ: ,__!_. �- ---- --� v I O --WATE+� CLOSETS SHALL BE 30' MIN. CLEAR IN WIDTH, AND SHALL MAINTAIN 2,t' CLEAR FLOOR SPACE .- - - - - - ` _- -- _ __ _ FRONT OF N A G 0 T STOCL. EMSIUN N NT THE WATER L . SE S O L. R NQI _ 112 4. WATER GLO°ETS, RE5TROOS1 5, AND LAVATORIES SPA) "1EET ALL REQUIREf 1Et'17.3 OF 0850, CHAPTER .31. ALL DIMENSIONS ARE CLEAR FROM 39�D11 36 s FIrJI°►HED 6URf=ACE To F►iJIgHEU 5. TOE. NEIGH_ST OPERABLE PART c:,� DISPENCERS &:-xD .v i l-iER OPERABLE EQUIPrIEN- Suet".L FSE W -rl4fN AT SURFACE IU.N.O.), LEAST ONE OF .�I-JE REACH RANGES SPEGIHEC !N SECTION 310a.Vbi, AN>7 NOT LESS THAN 36' A O T F SHEET t3 VE THE FLOOR. i KrrCHEN / RE PLAN TOLF�Y ROOM PLAN PUBLJC TELEPHOiVF /� I/ z� b. COUNTERTOPS AND 31NK3 MALL BE MOUNTED AT A MAXIMUM HE IGHt OF 34' ABOVE THE FLOOR (SECTION (d) 3) 11 a/�• • 1/4. 1'-01 11 1/�• �'-0• Spruce Street,8500 ,. ... ..- `-'SUP 95-012P,.BUP 95-0178 ... _ -: •_, .'.:. ,. -_ w.w.r. • •• iT 95-r)nor, 11 of 36 N If this 11oeice appeal-s clearer 111,111 the document, the document is of mauginal qu:11;;�. IIII , Ij11i!i l�Ijljl�ljljl_•1 tj� �l�,�il I�ijllllil ,llll'�iilililllill 111I1tl111►11 1 �IIiII� I�i�ii ►IIII(IIl�lIIjl IIIIiII�Ij111 i�i�Iii;1,111f !'114, . iljl(Ij�Ii INCM MAD[IN L91 D _.r _ ' I!Illcllnllllll inllltl) lflijllrf 1!�>rfl�111i'�(itE itf�'ii t111111111n1111n!11111iiilllllll111n►IiIIiiIIIIiIIIIIiI�I�;I---,x—i.� ° i ILII I it i 1► Ili�I~I I i I r �' I I .^:— _ • Y. � I � ► 1 rl/' I IiIIIi II I IIiI11 ILII II IIII. 1111 II►I III I. IIII I II. ih II►iI IIIIIIIHh rte � rfiirrl ttll Itt r ,fir � ►�I I n I i I r >d . 6-4 LXX UAL I z x 1 -- Z �D x (VANED AMME) �. c ►a1.114A t Ei C / - \ W KJIfTPOW LW . . _ t•AIlT TION! t 6, I � I mxmmopit VALL JL LI t ® ® - � C: lit CEILING SYMBOL LEGEND: REFLECTED CE IL. ING PL,4N -- - ® O HVAC SUPPLY AIR PIFFUSER El TYPE 'X' GYPSUM BOARD. CEILING NOTES, HVAC RETURN AIR DIFFUSER I. HVAC, AND LIGHTING SYBhIOLS ARE SHOUN FOR COORDINATION 9/116' 065 SOFFIT PANELS SURFACE MOUNTED JOB NUMBER AND LOCATION. FOR ADDITIONAL INIal41 FOATION SEE MECHANICAL FLUORESCENT LIGHT FIXTURE ANP ELECTRICAL DRAWINGS. O SURFACE MOUNTED LIGHT FIXTURE INDICATES CEILING HEIGHT FROM FM. FLOOR @ SMOKE DETECTOR in; mmr-1610N SUPER 61MPLEX ALumlNum DRAWN 8Y CHECKED MY , DISAPPEARING 6TAIRWAY (W MADE X DEB 64' LONG) W/ I HR. PIPE RATW.7 ODOR, DMB FDR ACCESS TO ATTIC 4 MECH. II-QUIP. TJR DATE : 9-2m-94 REVISION 39SGCil1 SHEL' n t spruceStreet.8500 b npp 950129.SUP 850178 Y7 gTr, nnnG 12 0139 ` �) I If this police nppeara cle:mer Ih;m the 4 document, the documenf is of mai hinal qua'ay. I�I�I�I�IlI�I I �l�l�l�l (�I�I�III�I�I I�I�I�I�I�I�! ! I�III�I�I�II!'I I�I�I�I�I�I�I ! I�I�I�III�I�1�1 '' D . tN M�N[tl1CMek. 1 1 TIS— -- -- - 24X6 dluuuulnu nuhmlllldontln rtlim!dmgnnfnu mdunulu�. dmlhlulunhnlinllhntlnullul Illlluullmhnllmdnnom nmm�lrnundll+�lnnhndnnlnmm�hnlluuluu mdmlilndrnunnhrmnni�mhriFi�i Ifl@III!IIIIII 1 , - � b �.r ri..-.,....... �. ..,........--- ..-........ _. ,,,.�,,,W .,,�...., 1 u .. ;� 1 �} ._ i Ie, 1 i i,t 1.' � �,.�J^ `.'. w�" - a h; 'i .�.`ar;t�,ti.,PNM a y1'v' '.p_ ,�,! ' I• yT,M ,..,,•1 7tti.4 V .,��r. ;,.,wt.q, . �\ 7D � .,- PPOWER POLEM , a y'NNAT SlwCE STREET—\+"r _' GEN RAL NCTE5 �rR 6/ r I 172�J LUMINAIRE 5CNEDUL I. ALL WIRING CONTAINS AN N.E.G. tSIZI iROUNOU s CONDUCTO ��EcoH iel®OI,NDINCa CONDUCTOR 18 AfC7T $NOUJI'd BY HASH MARK A 6i+Ml'i'FACE FLUORiE8GE'NT WRAPAI . lb' 3/4 ;4CH WIDE, FLAT A WITH EXACT LOCATION OF ALL DEVICES !-1ARCHITECTURAL,ARCHITECTURAL, �✓fNpVING`�� r W TOM PRISMATIC ACRYLIC DICER, UL DAMP LABEL, ELECTRONIC 2. VE � I Q SALLABT, Tl WE 3500K CRI 65 OR BETTER T-4 LAMPS, LITHONIA -- ,. ' P, AW4mL 12 >u-lw-' -- - -- UTILITY - , TRANSFORMER Al llrall�M " TYRE 'A' EXCEPT ONE LAMP EMMIRGENCY ESAL.LAST, INTEGRAL « ____�� ^ 5Yi~ BOL LEGEND I .z, IR'�'°ICATOR LA'-1P AND TEST 9WITt�, - 10 I% $Ai'"!E Ab TYPE 'A' EXCEPT TYPE 'AI' EM>E mak-NCV GOR4QIGUR�C.ATION, ' TRS LAMPS, AND HIGH IMPACT F'%. SMATIC ACRYLIC 0IFFt1SEF2 •X r r� G @T^Rrlf'� FLUORESCENT FIXTURE. ELECTRONIC !'lALLAf►T, ONE 3500K T-$ r _ _ METER DUPLE RECEPTACLE 18 a) I 1 1 CURRENT LAMP, WIRE GUARD WHERE EXPOSED FIXTURE. L rHONIA '6' TRANSFORMER � ENCLOSIJRE 00UBLE DUPLEX RECEPTACLE • 18' z M CABINET v ' C5) _ 191­* DEVICE OVER COUNTER ,_ 0 ►� C WALL BRACKET, FLt1OW6CEN1`, ELECTRONIC BALLAST, TWO 3500K T-8 11� �`'''I � � LA'S, 5014WIEO ALUMINUM END GAP$, ACRYLIC PRISMATIC DOWN TELEPHONE OUTLET' WITH COVER, 3/4-C TO '*T B' .18' DI11111I1!$ER, OPAL. ACRYLIC UP 011 RC, GAWCETED !SACK PLATE AND INTERCOM OUTLETQ SEALED WOJ6MGa LITHONIA W 240 SERIES ` E FIGNT INCH ROUND FMCE68ED FLORESCENT. TWO 2611) 3500K. PL_ , -` �r - ® TELEVISION OUTLET WITH COVER, 3/41C TO 'TTS' . 48' LAMPS,'ELECTRONIC HPF BALLAST, SPECULAR REFLECTOR WHITE i !� FLANGE, LITHONIA AF SERIES. SWITCH, . 18' d w plMl`IER w r EI NAME AS TYPE 'E' EXCEPT EMEftiENCY BATTEiaY BACKUP UNIT WITH P2 PI P9 P4 LP ■ PILOT LIGHT INTEIGRAL INDICATORL,. . iGHT AND TEST $WITCH. _ _ ---_ -_ _ - _I-- -__ ��___._ .______._ 'TTd' 3 ■ 3-WAY r , LV■ LOW VOLTAGE `1 F ROUND & INCH REG,,,. SED It—CANDESCENT OPEN DOU"LIGHT. WHITE a,b■ ASSOCIATE LUMINAIRE'S AND NUI 5ER OF .EAUITCHES PAINTED FLANGE, TSR"LAL "ZOTECTI(XW, SPECULAR ALL.`K REFLECTOR 1 m HORSEPOWER RATED Q) UT14 `15 WATT A LAMP, FIXTURE RATED 100 WATT MINIMUM. ® -' �.___._ _� --L `�� law) G _ tr LITHONIA GrTHAM SERIES 'AZ' 2 x 4 SURFACE MOUNT LUMINAIF G RICUND RECESSED HICK. '10 WATT METAL HALIDE SAFETY LAMP, WHITE 9 2 x 4 5URFACE MOUNT LUMINAIRE WITH BATTERY BACKUP ~� _(J z SPLAY WITH GLA66 LENS. FRESNEL, 1 ✓/B INCH, LITHONIA ADVANTAGE SERIE$ LRH I x 4 (NOMINAL.) SURFACE MOUNT LUMINAIRE "y C H WALL MOUNTED EXTERIOR SURFACE METAL 4ALIDE. POLYCARBONATE 'OU.�E f� ONES. INE Q ! AC�sRAi"S C�� I x 4 ,NOMINAL) WALL MOUNT LUMINAIRE u u7 I HOUSIN65, BRONZE OR BLACK FINISH, NON-YELLGWING ULTRACRR I'L REFRACTORS, HFmF BALLAST, -20 DEGREE, COATED -10 WATT METAL NO SCALE 120/240 VOLT I. 3WIRE F�----� OPFN LAMP STRIP HALIDE LAMP, UL LISTED LL.-T, WUB15ELL PERMIMALUX, NWs 300 SERIES. Q RECESSED DOWN LIGHT 1 WALL MOUNTED ARC"ITECTURAL 1NCANDE6CENT. UP AND DOWN LIGHT, . RECE$5ED DOUN LIGHT WITH BATTERY BACK;JP - MATTE WHITE INTERIOR AND EXTERIOR FINI11314, 100 WATT RATED, 60 F WATT A LAMP. LIGWTOLIER LUMIFRAME '11. WALL MOUNT LUMINAIRE J SURFACE WALL SRACKET CYLINDER POLYCARBONATE OPAL CYLINDER N O•I E 5 "I f 4 ! 5 5 H E E 'T : ® EXIT 5404 LUMINAIRE 1100 WATT A19 LAMP, SATIN ALUMINL I FINISH. HU15BELL 'Bb' _--.��--- 0 SURFACE MOUNT LUMINAIRE K SAME :46 TYPE '0' EXCEPT R-30 15 WATT I*SOT. � PGE POWER POLE, PROVIDE POLE RIMER AS REQUIRED BY THE � MOTOR CONNECTION L CXJMER FURNISHED CONTRACTOR INSTZ _LCD CHANDELIER LUM1NA1RE. UTILITY, PROVIDE STRUCTURAL SUPPORT AS REQUIRED. COORDINATE WITH 2� INCOr�1ING SEROCE P'RIMAR" CONDUCTORS, PROVIDE EXCAVATICYN, � CONCEALED NON-FLEXIBLE METALLIC G-0NDUIT WITH CONDUCTORS ;I ARIC441TECTURAL- AND STRUCTURAL- BACK FILL, VAULTS, CONDUIT, ETC. AS REQUIRED EY PGE. HOME IRtJtV TO PANEL COORDINATE WITH THE UTILITY, M 1ND'i��>T QUARTZ, SMOOTH SEMI-GLOSSWI-iITE FIN'E}N, EXTRUDED ALO*%N FN , HOUSING, MATCHING Mcx1NTINc3, PLATE, HEAT AND IMPACT O NEW PGE POWER DISTRIBUTION TRANSFOWIP-R PROVIDE CONCRETE , CONDUIT ROUTED BELOW GRADE � W-61STANT CLEAR Plk!SMATIC GLA66 LENS, CUTOFF V15OR 1500/900 4142 PGE PAD VAULT AND GROUNDIN11 TO PGE REQUIREMENTS. WM LAMP, ELLIPTIPAR T104-0900 'PRIOR' �4 SERVICF: LATERAL., PROVIDE EXCAVATION, BACK FILL, CONDUIT, MICROPHONE OR /`,1D10 BOX N TRACK LIGHTING SYSTEM. TWO CIRCUIT SECTIONS, CENTER END ETT:. Tr, PGE REQUIREMENTS, COORDINATE WITH THE UTILITY. ❑ e■ FLUSH FLOOR BOX IN CONCRETE t FEED DEAD SPLICE, LITE SPLICE, AND OTHER APPARATUS AS � � � REQUIRED. WHITE FINISH. 20 AMP TWO CIRCUIT CAPABILITY, /��5 PROVIDE CURRENT TRANSFORMER ENCL05URE, COORDK.%TE' WITH P�"aE b b■ FLUSH IN 1000D FLOOR FLUSH IN WALL I � I z ! ' J METERING REQUIREMENTS`. n c LUMINAIRE QUANTITY Aa INDICATED ON THE DRAWINGS, ROUND zi U 0 CYLINDERS WITH BAFFLE, FINISH TO MATCH TRACK INCANDESCENTOb PROVIDE SEMI-FLUSH METER ®ASE, AND (l) 1 1/4 INCH CONDUIT 4}Q STROBE(B 4E .` ER OM51NATION FIRE ALARM DEVICE W a •' 15 WATT R30, 5071[. SPOT (26 DEGREE) 52» FL (81 DErsREE), FROM GT ENCLOSURE TO EXTERIOR LOCATI�,r•t, PROVIDE ALL F'+CsE LITHONIA TCR 40. T {�] STRCGt3E DEVICE REQUIREMEN 8. 0 WALL MOUNTED MONO POINT TRACK FIXTURE TO MATCH TYPE 'N' CSI St"1C�K.E DETECTOR � � ~ Z r • ' •�.-: U PROVIDE l2� TNREr~ INCH CONDUITS STUBBED OUT OF NORTH SIDE OF �"' EXCEPT 15 WATT R30 FL (81 DEGREE). BUILUING FOR FUTURE ADDITION. CAP CONDUITS, ENSURE MAXIMUM � DUCT SMOKE DETECTOR p-+ a' 1-" � P EXi.?EXTERIOR ROOF MOUNTED N, TIGHT SPOT- INTERC:HANGEAIg1 E 90 DEGREES OF BEND. 00 'F.E'FLECTORS, PORCELAIN HID SOCKETS, INTERNAL GLARE CONTROL � � �' 8 PROVIDE BUILDING GROUNDING SYSTEM WITH 8 FOOT �Y 3/4 INCH (a HEAT DETECTOR ti 41ELDS AND INDE).F_C' A!"TING MAWA, INTEGRAL, JPF -20 DEGREE C r1ADE C-)P'PER CLAD ELECTRODES. BALLAST, FACTOFIN1814 AS SELECTED BY ARCHITECT TO BF FIRE ALARM ®ELL R`[' I�----.�-- APF\ROXIMATE ROOFING MATERIAL COLOR UNIVEF..3A.L POSITION 100In 9 BOND CsROUN._ OY6TEM TO BiJILDINI'.a METALLIC. WATER SYSTEM AND 20 F FUSED SWITCH WATT METAL HALIDE L AMP, IW DEGREE VERTICAL KI,4UCKLE. JB FOR F;�OT OF BARE COPPER IN BUILDI1vC`s BLAB BONDED TO a i RUGTURAL ROOF MOUNTING. HYOREL '1100 SERIES. REBAR. PROVIDE PVC CHASE WHERE CONIDUCTOIFs PENETRATE MECHANIC A-' EQUIPMENT DESIGNATION Q 12 INCH ROUND RECESSED H0,250 WATT COLOR CORRECTED COATED Im PROVIDE E?cCAVATION, BACK FILL�CONDUITB D PULL CORDS FORGRI 10 OR SET`.CR, 360K, UNIVERSAL BURN POSITION SEL= EXTINGUISHING ® SECURITY DEVICE, 1/2'C TO 'TTS' ` METAL HALIDE, HALO M6236 SERIES, TEMPERED PRISMATIC GLASS LENS. INCOMIW3 TELEPHONE AND TELEVISWOWL .1C 8. PROVIDE (2) 3 m■ CEILING MOUNT MOTION DETECTOR r x• INCH CONDI_ TS, ONE COC►RDiNATED WITH U.B. WEST AND ONE ;IO •,, ,: C (NATE WITH ARCHITECT, VERIFY EXACT LOCATION PRIOR TO k■ ENTRY KEY PAD i ',.•+ �r,� COORDIN/,TED WITH CTV. LAID CONnUITS ON TERMINAL BOARD 'TTB' ROUGH N. —� t t x• LRj IN ATTIC. FLUSH SPEAKER WITH ENCLOSURE. 8 INCH R OND,0 1ER �uRNISHED CONTRACTOR INSTALLED LUMINAIRE. II PROVIDE (4) 3/4 INCH AND (4) 1/2 INCH CONDUITS STUBBED INTO WHITE GRILL, COORDINATE ;,►ITH OWNER 1/2' CCX-ADUIT CEILING SPACE ABOVE BETWEEN DEVICES. � - - X UNIVERSAL RECEC*ED FLUORESCENT ILLUMINATED EXIT SIGNAGE. NIC.AD BATTERIES, TWO LAMP, BRUSHED METALLIC FINISH AS QV VIDEO DROP, 1/2-C TO 'SAS' SELECTED BY ARCHITECT, LITHONIA SIGNATURE SERIES. Q Q JUNG+ION BOX XA SAME AS TYPE 'X' EXCEPT UNIVERSAL SURFACE MOUNT OR PENDANT DROP AS INDICATED ON THE DRAWINGS. AW LOAD CENTER PANEL BOARD, PLUOW MOUNT X1 EMEW-*ENCY EGdRESS FLOOD L;GHTIS PAC,IC, DUAL HEAD AW HALOGEN _ LAMPS. WHITE FINISH, LITHONIA QUANTUM SERIES ELM?, NOTE& UNLESS OTHERWISE NOTED, PRIOR SU58TITUTION Arr1ROVAL OF © EQUAL LUMINAIRES ARE NOT REQUIRED OF THE FOLLOWING FEEDER 5CHEDULE FIRE ALAR[-1 GENERAL NOTE5 J08 NUMBER MANUFACTURERS: LITHON1A, METALUX, HUBBELL, ...�..�... `_T' PAi'EBGOLITE,COOF'ER, HOl_OPNANE, ;-1.4L0, !_EDALITE, GARDt:C), I. FUR�18N AND INSTALL AN INTEhaCPROPRIETARY, MONITORING AND CONTROL WrOREL, ELLIPTIPAR OR STERNER- [`ION•SPECIFIED TAG FEEDER CONDUIT NOTES SYSTEM FOR A COMPLETE YQIC IRE ALARM BY$TEM AS DEBCR@ff.2, HERIN. LUMINAIRES 041CH DO NOT AI''PEARR OR PEFf-0RM EQUAL WILL BE THE ®1"STEM INCLUDES PROCESSING UNITS, LOCAL DATA PANELS AND PERIPHERAL AEJECTrcD. PROOF OF PERFORMANCE f''.AY REQI:IRE t3UBMITTAL ALARM DEVICES AND OUTPUTS FOR SPECIFIED CONTROL FUNCTIONS. VOICE BRAWN ♦�Y CHECKED BY C* P1aOTOr"rETRIC PERFORMANCE STUDIES OF THE LUMINAIRE (�] 15Y UTII_IT"Y' (3) 4 INCH WITHIN TH4r DESIGN ENVIE'DWENT. EQUAL MEANS A3 ACTIVATION MODULE: PROVIDE MODULE AND ACTIVATION FUNCTION FOR VOICE *' DETERMINED L!Y THE 13F'EC!FIER ACTIVATICR•1 OF DIGITAL PFS-REGORGED MESSAGE AS DIRECTED BY THE '-IRE THU UuJR I?5 (3) 1-1 AWG, 1-6 AWG, GND (1) 1 1/2 INCH MARSHAL, L,,."INIAiRE6 IDENTIFIED AS 'PRIOR' RECL1 RE PRIOR TO SID A, "ROVAL WITH f-'MOTQMETRIC POINT AY POINT EVALUATION$ 2. SPEAKERS: FLUSH WALL OR CEILING MOUNT, INSECT PROOF 4 INCH MULTI-TAP TO ` 6Fn1'UWm FIXTURE MOUNTING PC8ITIONS, DIRE'T AND INDIIRlE`T (3) 1-2. AWG, I-6 ,AWG, GND (I) 11/4 INCH 1/4, 1/2, 1, AND 2 WATTS WITH 15ACK BOX AND TRIM GRILL. I" AND UL L-16TED / DATE g-16-g4 COr1P01'IENTlS CALCULATED WITHIN THE BUI;-DINGS STP%JC:TURAL SPEAKER CAPABLE OF TRANSMITTING TCNE OR VOICE. TRIM FINISH A3 DIRECTED CHARACTERISTICS. P'SY ARCHITECT. PROVIDE INTEGRAL ADA APPROVED VISUAL STROBE. 1 f�FVISION l3) 250, I-b AWG, GND ll) 2 I/2 INCH ALL. FLUORESCENT LAMPS ARE OF THE SAME MANUFACTURER ! ALL LUNINAIRES ARE 120 VOLT. GNO (03/0 SHEET r c MIX , �IX 4:,•� Sr)ruce Street,8500 F Paste I D am , BUP 95-0128,BUP 95.017 fAR � 1so�o18�oo�I�wc�rl.aw9 SIT 95-0006 13 or 36 r �1`, �,. ., a.a.��..,�a..,,,.,�,...,aa�. ..y.rwr...-..-....-,..,r�rrr...,.,,...-...._.-,.-.,,..,..wrr.+.,.,�,r�,,..,.»...._.-..�.,,..,,.,..�.,..r..,►..�..,�M,.�....,,._.-,�-,.....-............�.,,�..,...�.�..m-...A.,.,,.�,.,�,�_ ..,....�.,.,,-..- , ti , ' .w+rseuarwe�we.am�-.s^,wwa v+wr+-�vrr+-.w,-w rarrew•ss.wr..nw-wn+—r...l.ahre...-.nnv .•TuwrT.-......_..w.,-a .r+wc-...na---ssssr ,.,ww•r�r+�eno-r•+nra.,mvm•,�arYw.�ue. .. _.. , R 41 d II' Ihis police a1111cars clev'cr 111:111 Ilse document, the document is of mai-ginal qua'.ty. EWA- , t s�l�s ��js;t�s�� sli�i�i�s�s�s i s� s;!i�� ����! • i i�� �s�� �i���i i i ���sli �i�s�igill ���i���i�i � �Isl�l��tl�l�i � ►�►:Il�c�4���� �IsIsl���i�l� INCH MADE m EN _:.. �_. �+■ •*': . "" =. _' I 1 1 if .1 c:::- ._ 1 !Iltl!!nll!!!1!!!! !!!!I!1!f t1ltlintllitTlli itil,(iif11ti1fillltlltl!�IIII IIIIII!!III!I!I!!!!II!!!I!!I!I!!!!�!!!!II!!!lIII!IIIIII!I!IIIIIII!II!IIIIII!illllllll!!!IIIIIII!!!!1!11!I!Il!i!!nI!I!II!!fl�!III I!!!Itll!IIIIIIIrII Iiltllllt IU�tlltlfii t inl!rt,sl►. - mom w • r _ GNW PR ti CaENE RAL 1\100 - NOTE " TR I S a E T: L) IN p OvIDE WIRING AND POWER FOR KITCHEN EXHAUST HOOD AND HOOD 1. USE AFRCHITECTLORAL REFLECTED CEILIW-s PLAN (D F EXACT LUMINA11RE LOCAT!ONS. LIGHTS. CONNECT TO HOOD CONTROL PANEL CIRCUIT. 6EE FOR �1 ��fNNINGS� MECHANICAL EQUIPMENT 6C.HEDULE FOR MOTOR CONNECTIONS. _ Lx1 $ 12-11-nr 0 LIGHTING SYSTEM CONTROL PANEL WITH PRESETS. PROVIDE (1) 1 INCH CONDUIT 15ETUEEN CONTROL UNITS AND (2) i INCH CONDUITS FROM 'LC2' TO MAIN CONTROL. PANEL 'LC'. ® LIGHTING SYSTEM DIMMING PANEL 'LC'. EACH HOME RUN SWCJlUN TOLn �• 'LC' IS A SEPARATE DIMMING MODULE. I `° s.r, y� 1 � v O COORDINATE STRUGTUSRAL MOt�NTING OF THE TRACK L'.�s►-a��ING 8'1"STEM � ^ 0 °' f/ WITH ARC 4M-CTURAL AND STRUCTURAL. ,n TYPE 'L' Li rM1NAIRES ARE CHANDELIER TYPE. PROVIDE STRUCTURAL 0 tn SUPPORT AT STRUCTURE. COORDINATE REQUIREMENTS WITH oC 0 P 'P STRUCTURAL ENGINEER AND SEISMIC REQUIREMENTS. C) 0 PADDLE FAN. PROVIDE STRUCTURAL SUPPORT. PROVIDE MULTI- SPEED CONTROL MOTOR SWITCH. 0 LOW VOLTAGE SWITCH ASSOCIATED WITH O!'TIING PANEL WALK-THRU. C) „r 12 +� g PHOTO CELL FOR LIGHTIII. CONTROL '" in ,c O w ® LUMINAIRE MOUNTED IN &OFFIT, SEE ARCHITZCTURAL Ip TYPE T1' LUMINAIRES MOUNT . 6 FEET 0 INCH. I II ROOF MOUNTED LUMINA01RE, PROVIDE PENETRATION SEAL AS DIRECTED - - BY. ARCHITECT, VERIFY EXACT LOG,' rIOP1 PRIOR TO ROUGH IN. I '`�J af 71 o 1" 12 ROUTE VIA EXTERIOR LIGHTING CONTROL. DO NOT C4X15INE HOME RUN CIRCUITS. 1 I �-r �• Q ^ -',4RTlAL BUIL� iNG: SECTION U M E3 C� o a NO SCALE �i `n a - 6 J J I l A' ..._... . .. - J XI Im lm 11 11 { r _ r `,�P A, B B ,E1, 'E1' A-14 ~ i t eI , PANEL 'P2' -- — .I1 ,X1. t LIGHTft:. CONTROL. CABINET 'LC' 3 — - 'XI Q' 'A' A 'LC.'-2 LC'-I 'N 14 14 » IC' 'A' 'PI' 9 w a LC'-6-1-8- �ti.S{f'•. ' 'Al' "Al' — ...... 'AI,. ►—. 'Al' CQ7 d Ole 5 Q, ,Q, ,� ,A, Q, Q4 'F' A A A' 1} xJ' It i ,1I2' t4 2 xA �I , v ppc, ! 'P3' 8 . . ...... . . . . ..... . 2J , A' A { g 3,A, A' r E ;A, 1' 1 EI a a' ,E1, ,C, A' 'LC'-12-13 . l 'E' 3 ,� p• ,..... i ' 1' 2 12 13 X � ,H 'f•l Irl° M' ..,.. . _ 12 i me 12 h® 0 2 E3 JO9 NUMBER 1. h rDRAWN BY CHECKED BY TPU WJR Z ELECTRICAL. L IGHTINC; PLAN DATE 9-12-34 REVISION : Q 3-22-95 16®-01E�-Ota SHE E T 10445 SW Ompm INN SAW 2w s>l+a+r so3 4SM spruce Street,8500 180\01E\00\JWC\F3.dwq FAk 5".0wo �. BUP 95-0128,BUP 95-0178 SIT 95-0006 15 of 36 If this 11olice appears cic'11•er 111;111 the documcill, the document is of 111a1-gin:11 lJill 11ljl1{ ! !.11jIjllljljljl INCN MAD[tN 01 !!Iiillli�ulllun�in!I!t!!1�!!�itl� t- �fi�ifi�!i i ! m!I!!!I n!sl!Hili!illiinl!1id�I�iil��l�i!iilii!i�i���iill�iiilii�Illili�nn���iIIIII!Iilni�i�I��i�i!lil!! !I!II�I!) !i!Ili!nl!�iil!ri� !1�i��i�! !�►lilf! 1r�1��n�ttli ��r r►nIlnl�l r 1 � - -l,lyi.i+aeo,--.KZ W✓M�Jpy, �.F._,I,O--.' . �Q�,p P�Q�, _RgiF �� r Fr NOTE _ oREcoN - DIMMING PANEL 'LC' GOADS S T�IIS �N�ET: ' IU PROVIDE STRUCTURAL SUPPORT OF PANEL TO N.E.C. U 0RI0,C, k CIRICUIT DE8'.;RIPTION LOAD CONTROL NOTES CLEARANCE AND UF3C SEISf-IIC RE=IREMENTS. 0 , �fAIPIIPIGS - ---------- (WATTS) CHANNEL U COORDfi SATE WITH N Ems. u�oRKINC3 CLEARANCE REQUIREMENTS PROVIDE & PCLE CONTACTOR, NEMA- I ENCLOSURE, MANUAL (LOCAL) ----�� LCI CHANDLIER 5w 1 B OVER RIDE BEWITCH, TIME CLOCK, AND PHOTOCELL. INTERLOCK PHOTOCELL CONTROL LIGHTS, ON ANL) TIME CLOCK CONTROL LIGHTS �I Q LG2 Co055 SPOTS 200 2 A OFF WITH OVERRIDE ON OR OFF, LC3 POWER VIDEO SCREEN 3 1 4 ROUTE DOOM TO PILOT SWITCH '� o LG4 WALL. SPCTS 300 4 A O PROv17E INTERLOCK PlETI11EEN KEF-i AND MAU-I, COORDINATE WITH 2 LG5 BAPTISTRY 2100 5 A MECHAN. -AL - LCb TRACK LIGHTING X20 6 B PROVIDE INTERLOCK BETWEEN EF-3 AND htAU-2. COORDINATE UJiTH I ,, LCI TRACK LIGHTING 120 b B MECHANICAL ! (�� r e r EF, y' LU TRACK LIGHTING 120 1 B �'J DUCT SMOKE DETEC;TO►k FURv16AED AND INSTALLED BY MECHANICAL PROVIDE FIRE ALARM SYSTEM MONITORING AND CONTROL. PROVIDE F-3� EF-3 1 LC9 TRACK LIGHTING 120 1 B RELAY CONTACT'S IN c-IRE ALARf1 PANEL FOR FAN CONTROL, p COORDINATE VOLTAGE AND REQUIREMENTS WITH MECHANICAL. I r 2 LCIO WALL SCONCE 1800 8 C LC 11 WALL SCONCE we 8 C 8� PROVIDE OFF TIME DELAY, PROVIDE PARALLEL SWITCHING WITH LgoTN MAU-? 1`3 I Cr ' EAC i ,MAu-� � ►`' MEN'S AND WOMEN'S TOILET R100M LIGHTS FO+>e F;AN START, TIME _ LC 12 WALL 5C.ONCE 1800 8 C DELAY OFF. USE 8CUARE D CLA88 ~2, OR EQUAL, CONTACTOR AND b r PtiL 1`3 o LC 13 WALL SCONCE 2100 8G REQUIREf0 NTA WCLASS W50,MECHANICALRCIUAL, TIMER COORDIN�'I,TE l U LC 14 2B �� - 1 , \ 9� GENERAL NOTES UNLESS OTEIER WIRE NOTED, ALL CONTACTOR$ ANC 7C �� � �J�, � � STARTERS REQUIRED FOR MECHANICAL EQUIPMENT OPERATION ARE Q, O N LG 15 �SPARt 10 � 2 B FURNISHED B r MECHANICAL AND INSTALLED AND WIRED BY EAG , LC 16 4PARE 11 3 Fk ELECTRICAL. COORDINATE WITH MECHANICAL FOR CONTROL COIL � "1 }�` F-, N �1V� � � 1 .�.J s 'fel -21 LC 11 SPARE: 11 3 B VOL TAGE. r ,K, 0 K' Q _ �__ � 'P3'-11,3 4 DS - I ti LC 18 SPARE 13 35 CO) SQUARE- D NOOD AP't'ROXIMATELY 14 INCHES TALL, 20 INCHES WIDE, r 1 INCHES DEEP. 11 E:� 1 '16CId TO MAIN 'Tul �.._� it (Z) 1" CONDUITS, TO '8JB' EAC lSUb TELEPHONE �. TOTAL LOAD 13354 �^ �� G TEWINAL NOTES S r L- ___- .. _ BOARD DS 3/40 PLY EF-2 48' TALL( 1 � , I 4 1 PROVIDE COORDINA► ION AND MODULES FOR SCREEN MOTOR- CONTROL 2 COORDINATE WITH FIXURE TYPE MAY BE NON-PIM MODULES , -ATTIC: LAN 3 FUTURE DIM ML-.)ULES WITH LEGEND CON-1•R,OL AT REMOTE !:.r)NTROL STATIONS . o a DIMMER s1zEs A: Ih KW � I � � o o MECHANICAL EQUIPMENT CONNECTION 5CHEDULE w I �, Z TAGVOLTAGE PHASE CONDUITLOAD FEEDEf: _ ONDUIT PANEL FUSED DITCH I , 'JTES < c-i d FI 120 1 1100 W 2 92, 1 '12 GND 1/2 IN P3---2 30 AMP 1, � F2 110 1 1100 W 2 92, i 12 GND 1/2 IN P3- --4 30 AMP 7, F3 120 i 1100 W 2 '12, 1 12 &0 1/2 IN P3- -4 30 AMP 1, F4 120 1 1100 W 2 12, 1 12 GND 1 IN P3-- -8 30 AMP C.0-I 24f0 1 10 KW 2 08, 1 M0 GND I IN 1`4-1-3 666"A� Q 1,'I 3, CCU-2 240 1 10 KW 2 "8, 1 "10 GND I IN P4-5-1 100 AMP 3,1 GU-3 240 1 10 KW 2 W3, 1 'M0 GND I IN P4-9-11 00 AMP CU-4 240 I 10 KW 2 '8, 1 "10 GND I IN P4-2-4 4 I 4i'�1 3,1 MAU-I 120 1 1040 W 2 '12, I "12 GND IN P3-5 31 "Ar'iP 4,1 MAU-2 240 1 1680 W 2 '12, 1 "12 GND 1/2 IN P3-1-9 30 AMP 1 ;., KEF-1 240 1 1680 W 2 "12, 1 M2 GNr 1/2 IN P3---11-13 30 AMP 1 t� EF-1 12f0 1 528 W 2 "12, 1 12 GND 1/2 IN P3---15 15 4MP NON-FUSE 2, EF-2 120 1 120 W 2 "12, i '12 GND 1/2 IN P.3---11 15 AMP NON- FUSE 8, ,\ EF-3 240 1 1200 W 2 '12, I "12 GND 1/2 IN 1`3---19-21 30 AMP -1, WH-I 120 1 120 W 2 12, 112 GND 1/2 IN PI- --11 15 AMP NON- FUSE 1, - 7 _ -------,� ! LL94-2 240 1 11.5 KIJ 2 "b I "1�' GND I IN ---1 •I -1 i z o - TELEPHONE/ Tv � 1`2 1 3 60 AMP 6,1 � O CONDUITS IN WALL I \, OF-i 120 1 '0% W 2 "12, 1 "12 GND 112 IN PI---28 NONE I CF-I 110 1 I200 W 2 M211 91 Cs'dD 1/2 IN 1`2---ib Nr;4E I, \! �� a EH-1 240 1 2 KW 2 "12, I "12 CND 1/2 IN P2---10-12 NONE 1, FERE ALARM CONTROL PANEL j -- EAC1-4 120 1 1'20 W 2 "12, 1 "12 GND 1/2 IN P2---18 15 AMP NON- FUe;E 9, PANEL 'PI' 10 CT ENCLOSURE �- EXTERIOR LIGHTING CONTROL JOLT N 11 M 8 E.R NOTESCF.41 9 I CIRCUITIW3 SHOWN ON r RAWINGB 2 TIME DELAY ON INTERLOCK WITH BOTH TOILET ROOM LIGHT SWITCk-E5 !-)-[-\)A-^ RY CEIE.00D BY 3 INTERLOCK WITH A55uCIATED FURNACE 4INTERLOCK WITH KEF-I 1 TNU WJR 5INTERLOC.K WITP MAU-1, PROVIDE WALL SWITCH CONTOL 11J t b!NUER ST�::c PACKAGE CONTROLS 1 SIZE ALL FUSES T'% EXPMEN'r NAMEPLATE RATINGS +SAIF g-16-9a . r $PROVIDE WALL TIMER SWITCH - ZERO TO 30 MINUTE I 9FOUR ELECTRIC AIR CLEANERS, CIROJIT TOGETHER, IZE VSiON : PROVIDE WITCN AT EACH UNIT 11 3-22-g5 i I6©-•mlb-m2� ---- ----- SHEET 10145 SW Ceepn eoed Sulte 200 8.orrtoA awon 91`006 PhoeK ('.IDJ� 1-beq FAX (S0J "547 O spruce Sfreet,8500 iB0\01800\UWC\I:4.C�wn ' t SUP 95-012 l_..___.._..._ 8,SUP 95-0178 SIT 95.0008 16 0!38 I,�-AYr�l�.a.-. .,�...r.�rwtll�llwl���....,........_.....-•--�.,-,_.-+_,.H.rnw'...-.a�.t-....,,:.....,,r,----,.-u.-•.....e•,a...e:.ss....,u«��.s.+-..,,..wm.:w.rus.m.+.,nc-�wiw...e,w,...re-.Sao.e....«..w..a�•.n+m......,�f�Mw�w..s�.-..+ns�.arr..r,r.,.,..-..�:-t-.,_• ..n..+.:....,-..�.a... ..+.e..:........r+...-..�..�.�'a+-.a.•,...e.,.,-..._.....t-..�..n--....,.r::ass...w.•.s.�.m--...v.sa-�...,.®rw-,-.�..r:.-...aw...,.sew+m+•-w..w....rae_�R.»-.....a.v.�,..c-s�rn.+•,wx®.w,�....--saa�sw-•.raw�s..+ .r,-...-s.uss.o.sa,na+w_A.ras=a.a.:ae. ..ee•,...-- .,.:-,...- iz. +...'+a.-mw.w+...ss.-w.w...-..v...mn:.•.e�-.a»,.. If Ihis 11mice altlmars I'Icarcr (haul the documeul, ll►;. document is of marginal qu,111ty. I�I�III� II11ipI 1►11ill�Ill11. '�I#1II�I�1�1 1 I�I�111�11111�1 II111�I�11111 I iL�I�I�IIIII I I �I�III�III�1 111111111�►IIII�I'lllllll'fI1111) I .1�111���1'��I l�1,1111,I111 13 1 I�lllillllllll�t!�i !!!!�11llIIII11i!111 1111' (111111!(I1�►11!JN1111111111f1111►1111111NII11111111111IIIIwillIIlIIIIII! Rpm ,. illllillflf Gl(1 FANEL SCIn4EDULE PANEL SCHEDULEIrm so"L I19ANFL. PI FI MWIL. 600 AMP VMTAGE.-- 12t11sAW 11014. 3 Ulm PANEL. P3 - hub- - - I�►O ANI° VOLTAGE- 120a4OV,- iUIRE a _ •,+.-.M...+. -- __._. _._. __ .__._ OREGON - ..b� POYER RI'3EIR MAI HIOy NOTE 3 MOWTR (WACE) ^_ FOYER RISER M641i iSRiCR (Nfd+ l MAWTArG._ ISURFAr;E) _ G4 r - -- _�_ _ _ ___ FEEUER.9EE - .,+!'` CKT t�AlGtq� LOAD LOAD CKT OIQE.AKxR - _--.---_-- CKT !3R'EAKER LOAD _ _LOAD C'�;T OREAKt:R � P,7CT NO CiACWt DESCRJPTION AhPd tl4tlTTb PMAbL' WATrb PbLEb/,INIPo CIRCUIT OESCQIPTION PCT LAID QCT NO !.)RG't11T DESCRIPTION POLE6/AMP3 tllAT16 PHASE WATTS AOLESIIAMPB CIRCUIT DESCRIPTION PCT NO I t3PAC,E 1-70 0 A sw 1-20 KIT04EN RECEPT 2 1 REt:EPr 1-20 540 A 1100 1-20 1~I 2 3 SPAM 1.20 0 a 500 1.20 KITCia RECEPT 4 1 3 LIGHTS 1-20 300 a Iwo 1.20 F2 -- ------ 4 5 PNL P3 ?-100 i'.IiD A 500 1.20 KITCHEN RECEPT C 5 MAU-1 1-20 100 A 11001-20 F3 6 1 6428 5 we 1.20 KITCHEN RECEPT a 1 hL4U 2 2-10 600 13 1100 1.10 F4 0 r ' ta001tlDC>Pt LIGWTb !-7D ab2 A 500 1-10 KMIEN RECEPT 10 9 S00 A D I-10 SPARE 1p 11 NW LIGWTS 1.20 us d aw 1.20 F*-:F 11 II K c-1 2.20 600 is O 1-20 SPAM 12 a NW LI&M 1.20 616 A 1200 1.21V D& WASHER 14 13 a810 A 0 1.20 SPARE 14 5 NE LIS,NTB 1.20 105 ® 600 1.20 DI>gPObAL Ib 15 EF-I 1-20 528 a 0 1.20 SPARE 16 r1 EXTERIOR L6WT6 1-20 1% A 1600 1-20 REEFER 18 11 EF-2 1-20 120 A 0 1.20 BPl:E h dPAIIE 140 O a 22010 2-10 PRYER MOTE 2 20 19 EF-3 2.20 bOM7 B 0 1.20 SPACE 20 � J `n 71 &-41E 1.70 0 A 2200 22 21 baa A O 1-20 SPACE 22 , c�- ?+3 6PAFIE 1.20 r B 3010 1.20 W00D LWT&C.ONTIRDL 24 23 OPAFT 1-20 0 S 0 1-20 SPACE 24 Ao SPARE 1-20 0 A 00 1-20 WATER NEATER 26 25 SPARE A O 01.20 SPACE 26 21 ALARM I-?0 360 B 350 1-20 DRNO,* k-'tN'TAIN 26 21 SPARE 1-20 0 D O 1-20 SPACE 16 28 NW RECEPT 1.20 144Q1 A O 1.20 SPARE 30 29 SPACE 1.20 0 A 0 1-20 SPACE 30 � r 31 NW RECFPT I.20 WV B 1-243 0 SPARE 32 31 SPACE 1-20 i 09 5 1-20 SPACE 32 �-' � `z 33 AV RECIFPT 1.70 360 A 0 1-20 SPARE 34 33 SPACE 1-20 0 A e 1-20 6PACE 34 36 1V" IIECEtr''r I-10 900 d 16601 2-225 PANEL 'P2' NOTE I 36 35 SPACE 1-20 t) 13 0 1-20 SPACE 36 31 COPY EQJIP I-i 540 A 15941 36 31 SPACE 1.20 2l A 0 1-20 SPACE 36 } �� 39 NE RlECEPT 1.20 1620 B 188240 2-225 PANEL 'P4NOTE ' 40 39 SPACE 1-20 0 B 0 1-20 SPACE 40 41 40 RECEPT 1-20 1440 A 18140 42 41 SPACE 1.20 0 A 0 1-20 SPACE 42 CONNECTED LOAD TOTAL LOAD -..NOTES__._ CGNNIXTED LOAD TOTAL LOAD MOTES_ •�,� LOAD PER PHASE (WATTS) As 53961 As 59,336 L Stu! FEED CIRCUI7 BREAKER LOAD PER PHASE (WATTS) A. 158 93178 13■ 58483 Be 6960 A■ 1629 L 2. SLANT18'9 TRIP WITH FIRE ALA6414 B■ 1091 ? ��\ w rn LOAD PER PHASE (.A!•P6) As 44584 An I i fY 44?.13 Be4.4.4'1 3. 100 PERC,FM RATED I LOAD PER PHASE (AMPS) A■ 5lrD0 A■ 6350 3. � fa-: o e■ 4Y 13S Be 5351 Be 59.19 � v) 4. 4. 1 Z rf 4 In TOTAL LOAD (KVA) 101,11 Ilya? 5. TOTAL. LOAD (KVA) 1335 1413 5. C) :2 SPARE CAPACITY loft% 0.11 DATE 14-Oct-34 f.PAW CAPACITY low% 134 � "� �� o 0 f ANEL 5CHEDULE 1=ANEL 5CHEDUL- E PANEL. P: ht r. 275 VOLTAGE_ 110/740V, IPE+, 3 WIRE PANEL P4 du6725 AMP VOLTA E- UC/240V, IPH, 3 WIRE FECDER..9EE POWER RISER MAN (SPEP: (1411111.11%F-) P10WTINC,_ FLUSE�1 ---- ------ #_. ...- ...,.- ` ..;u"F• s FEEDEIR-5EE POWER RISER MAIN BRM (I low-E) MOWTMG._ &W-ACE - NEMA 3R CKT BREAKER LOAD LOAD CKT BREAKER CKT 5REAKER LOAC' LOAD CKT BREAKER CV.T NO CIRCUIT DEPiCRIPTION POLEB/AMP5 WATTS PNASE WATTS POLE6/4" CIRCUIT DESCRIPI ION CKT AO CKT NO CIRCUIT DESCRIPTION POLES/AMP'S WAT15 PHASE WATTS POLES/APPS CIRCUIT DESCRIPTION CKT NO � SW RECEPT 1-20 1260 A 6611 2-100 DI1'1MMG PANEL 2 I -CU-I --- - 2-50 NOTE 1 4561) A 4560 2-50 - _- CoU-4 NOTE 1 - 2 3 WEST CEWANCEL RECEPT 1.20 3" P "711 4 3 456L1 B 4560 0 4 5 BOUT CWAWEL RECEPT 1.20 360 A 250 1-20 SE LGWTS 6 5 CU-2 2-50 NOTE 1 4561x, A 0 2-50 CU-5 (I UTURE) 6 1 EAST CHANCEL RE'„EPT 1-20 .360 B 500 1.20 6WU LK,NTB/FON a 1 4560` B 04 9 SE RECEPT 1.20 1160 A 50 1-20 PROUECTION SCREEN IO a CU-3 2-50 NOTE 1 4560 A O 1-20 SPARE IO n WATER EEArER NOTE 1 2-60 5150 5 L000 2-20 PRAYER RDOM NEAT 12 ii E 8150 A 1000 14 0 SPARf_° 1-20 O A 0 1-20 SPARE 14 I � w 5 WATER NEAT C047ML NOTE 1 34354 1010 B 1200 1-20 CEILM•'a FAN ib 6 SPARE 1.20 0 B 0 1-20 SPARE Ib 11 SPARE 1-20 O A 0 I-?0 SPARE 18 h SPARE 1-20 O A 0 1-20 SPARE is I W 19 SPARE I-110 O 8 0 1-20 SPARE 20 M SPARE 1-20 0 d O 1-20 SPARE 20 21 SPARE 1-20 0 A 0 1-20 SPARE 22 21 SPARE I-20 0 A 0 1-:0 SPARE 22 I ` 23 SPARE 1.20 0 B 0 1-20 SPARE 24 23 SPARE 1-20 0 B 0 1-70 SPARE 24 O Z 15 SPACE I- 0 A 0 120 'SPAM 26 - 0 21 SPACE I- 0 8 0 I 'SPACE 26 29 SPACE I- 0 A 0 I- SPACE 30L°5 i CONNECTED LOAD TOTAL LOAD _NOTES_._. r=� 31 SPACE I- 0 0 i- SPACE 32 II � -w O 33 SPACE 1• 0 A 0 I- SPACE 34 LOAD PER Fi4ASE (WATTS) As 1x140 An � 35 SPACE 1- 0 B 0 1 SPACE 36 (f �j ?0064 i. CB SIZED TO w 31 tdAGE !- 0 A 0 !- SPACE 38 B■ 18140 B■ 20064 AC.TLIAL EQJP NAME PLATE RATING II 39 SPACE I- O B 0 I- SPACE 40 2. -~ Q 9° 41 SFACE I- 0 A 0 i SPACE 42 LOAD PER PHASE (AMPS) As 152.00 As 16120 3. r'L, Be 152010 B■ !,v 120 C44E'CTED LOAC TOTAL. !'- AD _.JVOTI:S- 4' I LOAC PER PNA6E (WATTS) As 16601 A. 10235 I. GFI TOTAL LOAD (KVA) 36.45 4013 9►. 15+941 Be 11515 2. SPARE CAPACITY 34 3 DATE 14-00t.-94 LOAD PER P ASE (AMPS) A 13039 A• 151.9b 3 d■ 132!!9 B■ 146.46 Il 0 :.� TOTAL LOAD (KVA) 3235 35gl 5. �\ 8PANE CAPACITY low% 326 DATE 14-Oct-94 01 p A I :.. �-- _.._---•--r--,.-.:ns.sz-mss=t:.--ae,s . -.-:: -s toe NUMBER C)F7AWN F3Y �('HECKE[) BY TNU WJR } LATE PI VISION 3-22-9b ? 10449 sw Cmpn Raw I su><. zoo 1 ..t�, 01. 1 �rais Rn■1■c 903 1-0840 903; SM-0840 17 o 1 Spruce Street,8500 S 50\0'i 6\00\DWG\E5.clwq� L 95-0120, <TOi7H -- FAX: y SIT 95-0006 17 of.'fr, �Aas .rM .w+rr.. ,w...I............,..x. r.A.. --...T. --. _z-. a�..- ..w _ . .,-,o,•..'-......,.,._...., .,.- _»...-,_.-,....... .u.. ..a+-.,...,e.., .,..,.,..,...--...,.....T . v. _ ..,_-.-,....,.,_.,--...,,..... . ,.- ...o.,.. Y _._._,__....__-._.... ...-. .. .._____...--..-.-._._.._.._..-...._.,_-...___.__.._.__-.,.__._._. -....-_'....,__....-...._.-..._..._ ..._.__..._._ ._- '-__.___ __.... .._ ...._ _. J J. .._.ta.. ._. ...... .. - ..-. .. .L...n...aALr......,.a .,.. ._„d.Y.... ..._........_,e►..«.. ,.. r l.r.l r � .. e If this noble appears dearer tllrlll file docunlellt, the document is of marginal qualay. ili i{1NiJill1i1111i t1►il;,ii�i�iI �14 mE lll� lf}�1�1�i�1 i ii}ii�i�ifiii i iii�i�i�iiiii ► i�i�iii�;�i�i i �lili�i�il�li I. �t1� Ll�� It t3 't11(�(I1111111�If1 .11illiHl f1t1�1l,rf � .�II f�li flitill III(�I(tf 111111111+1111►Illlili(If�lilff(i�flfll(I(I�f1111(il(�If(Illlli�llfflllii�ilflll(I(�Il�illlllllif(I(illllil+llill�illl !(li�liil IIII�Ifillflll��iNitili�ilil iil�ftlil�fif � i Ill�Ift111 KEYED NOTES PLUMBING LEGEND �� G 1,N jt b PLUMBING CONNECTIC)N SCHEDULE _ __ �� �.� , PLANK NO FIXTUREW V GW HW TWRET'IARKb SAf1PLE M<N:FACRWER INSTALL BAPTISTRY PER M.AN,FACTURER'S — — ' — — — — CW COLD WATER M CEILING SPACE • •�.ic ` — RECOM'1ENDATIONB. PROVIDE MAIN DRAM r�ELCW SLAB o UOR ' Q yC_'� TER C:.OSET 4 2 1 FLOOR MOUNTED. F;.l16F1 VALVE KOHLER K-4250-eT ALSO PROVIDE CHROME GRI BD TRAI MER _ . . __ . . _ . . _ . . _ WJ FIOT WATER l40' I IN CEILING SPACE ��'��y ]!•s$�">� ...x,; 6'_G.4N 'ROYAL' FLUSH VALVE S J SS OVERFiC/li DRAM. K-4266-F.? " . . . ` . . . — wGEs 12-m-q .a„ 41:-J WANDICAP TER CLOSET 4 2 I FLOOR h•IOtNTED. FLUBN VALVE KONLER 6LOAN VOYAL' FLUSH VALVE O DRAM PIPING FIS' DISNLLAdNER PER . . _— THW TEMPERED HO? WATER IIO' M CEILING SPACE n _ coDe REarIREMENT6 — — V V -- — V VENT M CEILING SPACE BAPT BAPTISTRY 2 2 SINGLE ENTRY 15APT16TRY MAWS FIBEWt LA$6, INC. - UR-1 U11tlNAL-HAND ICAP KOHLER K-5014-T �. W SANITARY WASTE BELOW SLAB J 2 44 WALL WUNG, FLUSH VALVE n SLOAN 'ROYAL' FLUSH VALVE a LV-1 LAVATORY I Ih 11/ I/j COUNTER OVAL KOHLER K-2135 n 6Yt'T10N$ 'S-90-2-G-FR' FAUCET WCO WALL CLEANOUT p ^ ' a LV-7 LAVATORY KOHLER K•2005 [ I If2 1 Ih WALL F4fJ"s. RECTANGULAR w N 6YMMCN6 'S-90.2-G-FR' FAUCET COTG CLEANOUT TO GRADE I� Z O DF-1 DNKING FCU,1TA 1 14j I 1 S5 ELK, ' FS-6 VTR VENT THRI ROOF "� `� < RI KB-1 4106E BIBB ?k4 NON-FREEZE 6MITH S•m09 NOSE 15I615 l 56FIAT MSB-2424 WITH B _1 SERVICE SINK ! ] Ih Ih 'e30-AA FAUCET IOI ALL VALVE {� FD-1 FLOOR DRAIN 3 2 NC I•I BALL VALVE NORMALLY CL09ED SMITH 2005-A r (J } WATER HEATER 1 1 GAS FIRED WATER HEATER 15 FIXTURE MARK NO. SEE W � W WN-I NATURAL GAS I /4 I /' GAL FIRED W TER W SET 0140 STATE SBF15-12ONE PLJ'MN6 C-OWEC71ON SCHEDULE. �I `IJ w N t 0 wt J WATER HEATER IIS KW Ike GPN ( LITTLE GIANT/ WITH ELECTRIC, 1000 AUTOMATIC SY85LT't V < n z n TFEN106TATIC TV-I *. >4 7 PCtLER9 HYDRCCGU4RD µyl n MIXING VALVE `^} O F6.1 FLOOR SINK i 2 SINK INDIRECT WASTE SMITH 3006 W/"7 TOP 2" W SCE GIVIL DRAWNIM NOR ";• 6-I KITCHEN SINK 2 2 h ',5 BY OIWER CQcTRiJATIQN 4' W WE CML 4• W SEE CIVIL a DRALMPItis FOR DRAWM69 FOR v CITY APROVED DOUBLE CHECK \ t:t7NTR61ATlON CONTINUATION DC /-I DOUBLE CHECK ;4 VALVE M CRAWL SPACE FEBGO '805Y C.01G fc-oTG LV-3 KITCHEN SINK I I/j I r, 1 I HAND WABH SIK BY OWNER � h h PPA R CHINK_RM, 6-2 C41EN 601K 3 2 IF. Ih WITH GARBAGE DISPOSAL BY OWNER / ' - 2 , WG 4. 1 r I ry_ f r, N z I , KITCHE ----� I pcSRm — — — di-tilers I p _ 1 -1 E- 2 " 1 I � 2 I l� Q c Iz z 11 SANCTUARY 3' VTR / x O 2„ V1R 161 — CORf_211ZOR / W L� w 1 I 4"W 04 E'-' 0 I w z n2 0 — — portable O tiers_.__ ,�.,+ . ^ \ V J � TOimS h 0. a / m - - - - - - - I 1 - - - - - - - - T I' t I CLASRM. ulCA 3 VTR LS ' r I m+ I VEc� IF rt m LDIZ „5 DR ��. y Iq I I I _ ¢ N I I x I 091 r_ O� JOB NUMBER �:: i 39894 160-016-00-PI ' DRAWN BY CHECKED BY Jw 7JD OWASTE VENT PLAN DATE : ,V.11_14 SCALE, I/6'•I' 0' t REVISION SHEET stmet ' I spruce 8500 �——r BUP *012..IUP95DBK15 , Isom If IlIk notice appear; clearer Ih:u1 the document, the document is of marginal qua':IT. C � ��IIiIIIIII�II k{��t���4fk �t�t�� �I�II�I(III n��I(I�I�I(i r(I(I�I�I��}I I�I�I(I�r(I(I I�I(I(I�I(I(I I(I�I(I�IIII� i�I�iI�I�I�i _ — �NIIII(I�I ItnI Il(uullHi nnhHl urhni n h. I hnhm nnlun nulnnhndunnnhmlllullm holo don:nn6mhnllunlllulnnhmm�llnnln11hg1 nif�lir IUllnll II Ihh y i x Yr PRIM .p.y .. -�: ., '.�. � M- y�� ro " f' �iJ 24 X r..rr . rors L TO C {LR+IG PR GI ,� I r REeTANwLAR F>>�Ar,E WITH ... �...._ .,..._ � �, � y r HMGED LOCKED DOOR �,,•..� ;L�ti4T,ER qt•/My tp"�1ER ' OROA*%% d Q TO l 6T --- FULL SIZE / \ \�\ oGc 4 r 25. r�txTUR��aooM PAes KEYED NOTES: S eo�� ( ExPrnEa a-�►- �•— \�' OROUTE 3/4" PIPM-s FOF, HOT WATER 11lAla PRIM IWFwesbURE V,gL,y�r G,q,�� APF'l.Y 83rD INbUt.S,aTION AND COLD lU'aTER WITH ��'A►CiXJ"I OVER F�IPING AND ATTACH REDUCING \ MBULATIr7N EVERY`•4'-0' BREAKERS TO DIS�IWASHER ON 50TH SIDES. VERIFY C�ECT;DN 61ZE. MALL vAL VE VALVE WI TN INTEGRAL � ,r ' Y' STRAINER Z'_p• s GLCit L? `I ROUTE Irl" COLD WATEt-Z TO BEIGE w ' QrRAD ! `-- ICE MAKER BOX, SPECiALT .' PRODUCTS BAR #05-J300 W/COM VALVE, VERIFY LOCATION .•.� r .rel----------------_-or_ _ - _ - NEAR REFRIGERATOR - O� ��T------------ --- .._ . - Ln M PIPMG t CALL 5RANCHE6 LINLE66 MARKED p ARE AS SHOWN IN "LUI"1BIW3 00 en en �CTION SCHEDULE. _ TC4 DRIN K.Ws FOUNTIAN TO 9E MOUNTED < AT HANDICAP HEIGHT. "' � 1 _I r > PrIN{6HED FLOOR __ __ / _ _ \ O , C ►- UJ ' ''- r...• Cy0 `^_..„...................-..� c COLD WATER RISER ►� � CU 4 PIPING, IN5ULATION DETAIL , NTS I • �.,, Z z ^ CLAS6 'PS' GAS Ina VENT - SEE I 0*Au RsfW FOR TNEIe"101'1EYER TO KITCWEN 1.40' HW ,•' "\ 1 - CONTINIA74N _!. _.. NC�' TNERMOMETEIa'. ....... ................. ...._ _...,_ y . ....... . .. ... ...... .._ � ._.. ..._._ _._ TO RESTROOM 110' THW ` 1 GJ401t� KI' , 1 ..,.. 1 • C I [._ 01 COLD WATER 1 ~ �-• ._ ...... .._. j i � I � ,.�r ` - I 'I� .��._. 1 .. �. .._....._.._ _ � I 1r4 „ I Iii' GW TV-1 t� CW= 24' THERMAL ,6 .._ , + F �Qi CW LOOP r _ ___ I I"`"-'"1� f _(� I j IV4„HW r-s- -1 j tdb!�t c�ivr�xerc' f 1 HU , • i`_ I GAS METER SEE 1 z A8f"1E CODE PRESSURE 4 / � �►zz.... ! -I 1 ;, �� � � O TEMPERATURE RFi.IEF / ! t/4" COLD WATER _ ti r r t � ow .\• E'4 I , COLO WATF,t ► , 1 � VALVE. I i 146 BELOW SLAB t r• ri 11,tG1MEi1� k GAS I f r IN .E IL(NO SPACE 4 I "CW DF-1 ( 3/4" CW lie WATER HEATER J '� "2 L,I-1 , \. ..., .fin V-I r z r- ' lii" COLD WATEIQ UP` i I L -3' . SET „ ' INTO CRAWL SPACE { _.. ..._. ..... ... 4 COPPER3/4" TWW FROM DRAIN TO 12" t z _ Imo. 1 ^ C fGOR . K;•� O GujlB GAS ABOVE GRADE '' ! SUPPLY IRF�CadJLATINKa OUTSIDE Y � � t �. p' . + � l 1 14 VW VALVE . . . ::. _... __._....... µR01"4E ESCUTCHEON ' ; • �..__T ' ....._.._.,_ - I .__..._._.................; C""' O 1 �� -f 'I jWu ;� ,�rRr ur,�. t %� ..........r � ! .._..........,... ..._. .I; '�� 1 �f f� � /4 CW LEG ' rtt1'1 Cr+`�. dl ider5 /1` � �O MIN. 6 f9INI SHED WELDED GALVANIZED , ..._. ..,_.'' ,; ��. f r I ....._ ...• �• V-2 , I( GA6 TEST FLOOR STEEL DRIP PAN COCK PLUGS 2" DEEP CL-5I�V. 1114" CW 3,4"CW '• f R l �..•.. ...p _. . .. f _.. _ r , 5 LUA T E R A T ---► ��. .............. .._.._ .I 1 „. , l\ W-41-1118 Nm C VENT GAP STYLE—.,,, � �-- VENT WEIGHT A15OVE WILL VARY aJITN -� o _ � ROOF PER MANUFACTURER'S DIAMETER. RECOMMENDATION 9wLMOvTH OR AND CODE - MINIMUM ROUND TOP -_ -_� HEIGHT 14' ABOVE ANY ACCEPTABLE �-�-� STRUCTURE WITHIN IQ/'-0' I ( 4 ! I JOB NUMBER CLASS "B' 1ENT STORM GOLLAlR' ! 1 -' Z 1 ! FLASHING CONE --- 160-016-00-P002 I I '�L70F DRAWN BY CHECKED BY JRt"1 MAINTAIN ;.ODE - GL.EA►RANCE FROM CO.10ATI>SLES - ' -- P P NG FLAN_ DATE : ,�-1, SCALE: i/8'■t'••0' REVISION :mg_I,_Sg 1J � p 3 VENT CA p2 «-�•,�, NTA - 1lIM$A caf) M ROAD 4N JIM P / Spruce Street,8500 ©IT 95-0128,SUP 95-0178 A�fN11 s SIT 95 0006 19 of?0 moVA* (WW 00~ Im r. rurraw --- - -- . rrrrr-r-r . r.rr.r. r. rrwn....m. ++ •• -+.•+.......-.a 11, this notice appears clearer (halt the - - document, the document is of marginal gttal.`q. ►(IIII►111111 1{L1 1��; � ��� 1�11�11�I1�11;1 nlllllllllll slllljllllr�l 1 I11Jill I11; 11 1 111111111 Jill IlI1111�111111 IlIlIll�ll!111 �ra!$t r' .N111�1►11 INON 'Met IN!N 11 It 3 14 111 D ► `i:: ;K ' llllll111111(1IN Illt(INI li111111 + ItI111tF1i 1tN 1111 I1N(IIII IIII(fllllllil(IIIIIIIIIIII111!lilllllllllllll1111111!IIIIIIIIIIIIIIIIIIIIIll111111IllI11i1111111111111111111111111111111f1111111ii10111101.. 1�� (111 Ifi1111 .4 Illlttlh PGE POttUER POLE ���,D FIRQ�F� AT SPRUCE STREET �� GINE, LUMINAIRE 5C1-4Er-)Lj1_ E OREGON GENE R,4L NOTE 5 A Ix,►RFACE FLUORESCENT 11JRAPAROIUND, Ib 3/4 INCH WIDE, FLAT �+Ou�l CONTAINS AN N.E.G. SIZED ( T � BOTTOM PRI6MATIC Ai�RYLIC DIFFUSER UL .:CAMP LABEL, ELECTRONIC I. ALL WIRING SZ D GROUND NG CONDUCTOR. JENNINIGS 5ALLAST, THREE 35010K GRI 65 OR BETTER, T-6 LAMPS, LITWONIA GRr NDING CONDUCTOR 16 NOT SWOUN BY HASH MARK EXPIRES 112-31 -`�¢' AtLB4+a _--__� UTILITY 2. VERIFY EXACT LOCATION OF ALL DEVICES WITH ARCHITECTURAL. At SAME A9 TYPE 'A' EXCEPT ONE LAMP EMERGENCY BALLAST, INTEGRAL TRANSFORMER INDICATOR LAMP AND TEST SWITCH. __r 4 le `D B. GAME AS TYPE 'A' EXCEPT TYPE 'AI' EMERGENCY CONFIGURATION, TWO LAMPS, AND HIG14 IMPACT PRISMATIC ACRYLIC DIFFUSER r-. v METER © I G 8'1'1RIP FLUORESCENT FIXTURE. ELECTRONIC BALLAST, ONE 3500K T-e CURRENT METER�/— �,`�0�� Q, LAMP, WIRE GUARD WHERE EXPOSED FIXTURE. LITWONIA 'S' TRANSFORMER N z M SERIES. CABINET rn D WALL BRACKET, FLUORESCENT, ELECTRONIC BALLAST, 111k'' 3500K T-8 > > J' _ _ 5Yr*150L LEGEND ` � � cr 0 LAMPS, BFaZ"ED ALUMINUM END CAPS, ACRYLIC PRISMATIC DOUitN — —� 11 �'�{ r`+3 x DIFFi,UBER OPAL ACRYLIC UP DIFFUSER GASKETED BAc.;x PLATE ANDI ! I a SEALED F40USING. L17WONIA W 240 SERIES. _ DUPLEX RECEPTACLE • 18' o E EIGHT INCH ROUND RECESSED FLORESCENT. TWO 26W 35OCK PL LAMPS, ELECTRONIC HPF BALLAST, SPECULAR REFLECTOR, WHITE DOUBLE DUPLEX RECEPTACLE • 18 FLANGE, OVER GO',JNTER �-- LITHONIA AF SERIES. w EI SAME AS TYPE 'E' EXCEPT EMERGENCY BATTERY BACKUP UNIT WITH 'LG' P2 PI P3 P4 �. TELEPHONE OUTLET WITH COVER, 3/4'C TO 'TTS' 4.18 0 INTEGRAL INDICATOR LIGHT AND TEST WUU1TC 4. --- — _j F ROUND 6 !NCH RECESSED INCANDE5C-F4T OPEN DOWNLIGHT. WHITE �— `____ INTERCOM OUTLET PAINTED FLANGE, THERMAL PROTECTION, SPECULAR ALZAK REFLECTOR � � TELEVI5:ON OUTLET WITH COVER, 3/4-C 'TTS' • 48' QJ WITH 15 UATT A LAMP, FIXTURE RATED 100 WATT MINIMUM. 7 CB�---� =1— _ � LL-JJ � LITHONIA GOTHAt-+ 5EFIES 'AZ'. $ SWITCH, + 18' rn G ROUND RECESSED HID. 10 WATT METAL HALIDE d ■ DIMMER�FETY LAMP, WHITE � P ■ PILOT LlCsHTy � Z ,i SPLAY WITH GLASS LENS, FRE51NEL, 1 5/8 INCH, LITHONIA 'rr Q 3 3-WAY �� M ADVANTAGEgERIEB I-RH LV• LOW VOLTAGE POUJE R ONE �. I N E D IC.�R�41"I m e1n■ AsSocIATE LUMINAIRE'S AND NUMBER of SWITCHES U H LLUALL MOUNTED EXTERIOR SURFACE METAL HALIDE. POLYGARBURNATE HORSEPOWER RATED 0 HOUSING, BRONZE HOUSBRONZE OR BLACK F('Ni5 NG�, NON-YELLOWIULTRAGRYL NO SCALE R2©/240 VOLT I. 3WIRE REFRACTORS, HPF BA,,LAST, -20 ..)EGRREE, COATED 50 WATT METAL 2 x 4 SURFACE MOUNT LUMINAIRE HAL'DE LAMP, UL L15TLD WE', .iJBBELL PERMIMALUX, NRG 300 SERIES. 2 x 4 SURFACE MOUNT LUMINAIRE WITH BATTERY BACKUP I WALL MOUNTED ARGHITEC'iURAL INCANDESCENT. UP AND D01IN LIGHT, 1 x 4 (NOMINAL) SURFACE MOUNT LUMINAIRE MATTE WHITE INTERIOR AND EXTER!OR FINISH. 100 WATT RATED, (P0 WATT A LAMP. LIGHTOLIER LUMIFRAME III. �� 1 x 4 (NOMINAL) WALL MOUNT LUMINAIRE J SURFACE WALL BRACKET e-YLINDER POLYCARBONATE OPAL CYLINDERNOTE 5 TI-41e 5 N E T : I-----� OPEN LAMP F"�cfP 100 WATT AIS LAMP, SATIN ALUMINUM FINISH. HUBBELL '56' ------ ;� RECESSED DOWN LIGHT K BAI'1E A5 TYPE 'O' EXCEPT R-30 15 WATT SPOT. 0 FGE POWER POLE, PROVIDE POLE RISER A5 REQUIRED BY THE P .4 L OWNEF2 FURRN15HED CONTRACTOR INSTALLED C►AANDF-LIEIR LUMINAIRE. UTILITY. RECESSED DOWN LIGHT WITH BATTERY BACKUP PROVIDE STRUCTIURAL SUPPORT AS REQUIRED. C:.')ORDINATE WITH 2 INCOMING SERVICE PRIMARY CONDUCTORS. PROVIDE EXCAVATION, WALL MOUNT LUMINAIRE Z ARC':NITECTURAL AND STRJCTURAL_ BACK FILL, VAULTS, CONDUIT, ETC. A3 REQUIRED BY PGE. 0 COORDINATE WITH THE UTILITY. Ex T® ! SIGN LUMINAIRE 0-4M INDIRECT QUART7, SMOOT;4 SEMI-GLOSS WHITE FINISH, EXTRUDEZ) E.., ALUMINUM HOUSING, MATCHING MOUNTING PLATE, HEAT AND IMPAC 7 3O NEW PGE POWER D15TRIBUTION TrRANSFORMER. PROVIDE CONCRETE SURFACE MOUNT LUMINAIRE RES!STANT CLEAR PRISMATIC GLASS LENS, CUTOFF VISOR, 1500/900 4242 PGE PAD VAULT AND GROUNDING T`;S Pc.E REQUIREMENTS. z WM L.,4MP, ELLIPTIPAR T104-0900 'PRIOR' MOTOR CONNECTION �4 SERV!CE LATERAL, PROVIDE EXCAVATION, BACK FILL, CONDUIT, W N TRACK LIGr-ITING SYSTEM. TWO CIr UIT SECTIONS, CENTER END ETC. TO PCsE REQUIREMENTS. GOORDIN,c.TE WITH THE UTILITY. CONCEALED NON-FLEXIBLE METALLIC CCNDUiT WITH CONDUCTORS E--+ FEED, DEAD 'LICE, LIVE SPLICE, AND OTHER APPARATUS AS Z z REQUIRED. WWi 'E FiN15H. 20 AMP TWO CIRCUIT CAPABIL1T'r, t� PROVIDE CURRENT TRANSFORMER ENGLO5URE, COORDINATE WITH PGE � HOME RUN TO PANEL �' `Z; � METERING REQUIREMENTS.1ENTS. LUMINAIRE QUANTITY AS INDICATED ON THE DRAUJINC-s5, ROUND W CYLINDERS WITH BAFFLE, FINISH TO MATCH TRACK INCANDESCENT, � PROVIDE 5EM1-FLUSH METER 5A3E, AND (1) 1 1/4 INCH CONDUIT i — CONDUIT tROUrED BELOW GRADE W 12� 15 WATT R30, 50% SPOT (26 DEGREE) 501% FL (81 DEGREE), FROM CT ENCLOSLRE TO EXTERIOR LOCATION, PROVIDE ALL PGE / U) 0 LITHONIA TCR 40. W REQUIREMENTS. +'/I CG [? MICROPHONE OR AUDIO BOX 7 ►--� 0 WALL MOUNTED MONO POINT TFIACK, FIXTURE TO I`le.TCH TYPE 'N' O PROVIDE (2) THREE INCH CONDUITS STUBBED OUT OF NORTH GIDE Or- a ■ FLUSH FLOOR BOX IN CONCRETE EXCEPT 15 WATT R30 FL 081 DEGREE). EWILDING FOR FUTURE ADDITION. CAP CONDUITS. ENSURE MAXIMUM b■ FLUSH N WOOD FLOOR P EXTERIOR ROOF MOUNTED HID TIGHT SPOT. (N1'rERGHANGEABLE 90 DEGREES OF BEND. Q 0 c• FLU IN WALL REFLECTORS, PYORCELAIN HID SOCKETS, INTER. L. GLARE CONTROL B PROVIDE BUILDING GROUNDING SYSTEM WITH 8 FOOT BY 3/4 INCH SHIELDS AND INDEXED AIMING MARKS. INTEGRAL JPF -20 DEGREE C MADE COPPER CLAD ELECTRODES. STROBE MINI HORN COMBINATION DEVICE BALLAST. FAISTORY FINISH AS SELECTED BY ARCHITECT TO ® SMOKE DETECTOR APPROXIMATE ROOFING .1ATERIAL COLOR, UNIVERSAL POSITION 100 O BOND GROUND SYSTEM TO BOLDING METALLIC WATER SYSTEM AND 20 WATT METAL HALIDE LAMP, 180 DEGREE VERTICAL KNUCKLE, JB FOR FOOT OF BARE COPPER IN BUILDING SLAB BONDED TO STRUCTURAL DUCT SMOKE DETECTOR ROOF MOUNTING. WYDREL 1100 SERIES. REBAR PROVIDE PVC CHASE WHERE CONDUCTORS PENETRATE ® Q APPROX 13 INCH ROUND RECESSED HID, GLASS LENS, SLOPE CEILING CONCRETE. NEAT DETECTOR ADAPTOR, 115 WATT COLOR CORRECTED METAL HALIDE, HALO M1015 10 PROVIDE EXCAVATION, BACK FILL, CONDUIT AND PULL CORDS FOR BF FIRE ALARI'l BELL SERIES, TI"MPERED PRISMATIC GLASS LENS, ALUMINUM SPUN INCOMING TELEPHONE AND TELEVISION UTILITIES. PROVIDE (2) 3 HCUSINC FINISHED WHITE. CUSTOM FINISHED SLOPE CEILING INCH CONDUITS, ONE COORDINATED WITH US. WEST AND ONE LID FUSED SWITCH ADAPT. >R TO MATCH CEf:.ING COLOR COORDINATE WITH ARCHITECT. COORDINATED WITH CTV. LAND CONDUITS ON TERMINAL BOARD 'TTB' LITWONIA L :W SERIES IN ATTIC. 0 MECWA41CAL EQUIPMENT DESIGNATION X UNIVERSAL RECESSED FLUORESCENT ILLUMINATED EXIT SIGNAGE. II PROVIDE (4) 3/4 INCH ANn (4, 11r2 INCH CONDUITS STUBBED INTO NIGAD BATTERIES, TWO LAMP, BRUSHED METALLIC. FINISH AS CEILING SPACE ABOVE ® SECURITY DEVICE, 1/2'C TO 'TT15- SELECTED 'TTS- SELECTEDBY ARCHITECT. LITHONIA 51GNA7URE SERIES. m. CEILING MOUNT MOTION DETECTOR �— XA SAME AS TYPE 'X' EXCEPT UNIVERSAL SURFACE MOUNT OR PENDANT k• ENTRY KEY PAD DROP AS INDICATED ON THE C '..AWINGS. FLU5k SPEAKER WITH ENCLOSURE, 8 NCH POUND, WHITE GRILL, COORDINATE WITH OWNER Irl' CONDUIT [� X1 EMERGENCY EGRESS FLOOD LIGHTING PACK, DUAL HEAD 8W HALOGEN BETWEEN DEVICES. LAMPS. WHITE FINISH, LITWONIA QUANTUM SERIES ELM2. Q VIDEO DROP, 1/2'C TO '5JB' NOTES: UNLESS OTWERWISE NOTED, PRZ)0 5UB`)TITUTION APPROVAL OF QJ Q JUNCTION BOX EQUAL LUMINAIRE5 ARE NOT REQUIRED c.TF THE FOLLOWING MANUFACTUPRE5COLITEE,,C_00PERZ, iWO1LOPHANE, HALO EDALITE, GAROC.0, FEEDER 5C H E D U L E L -�- LOAD CENTER PANEL BOAR?.il J08 NUMBER HYDREL, ELLIPTIPAR OR STERNER NDN-SPECIFIED '— LUMINAIRES WWICH DO NOT APPEAR OR PERFOW EQUAL WILL BE REJECTED. PROOF OF PERFORMANCE MAY REQUIRE SUBM TIAL TAG FEEDER CONDUIT NOTES OF PHOTOMETRIC PERFORMANCE 5TUDIE5 OF THE LUMINAIRE WITHIN THE DESIGN ENVIROWENT. EQUAL MEANS AS ~ /� ORAWN 8Y CHECKED BY DETERMINED BY THE SPECIFIER © BY UTILITY (3) 4 INCH LUMINAIRES IDENTIFIED AS 'PRIOR' REQUIRE PRIOR TO BID CITY OF TIG ARD / TH1� WGR APPROVAL WITH PHOTOMETRIC POINT BY POINT EVALUATIONS 125 (3) 1-1 AWG, 1-6 AWG, GND (I) 1 1/2 INCH Approved................................................... SHOWING FIX 1^!RE MOUNTING POSITIONS, DIRECT AND INDIRECT [Yl � ally A roved........................ . , [ only COMPONENTS ,,ALCULATED WITHIN TWE BUILDING STRUCTURAL FoFor r only NO.the work as describedescribed in: Y CWARACTERIST,SS. (3) 1-7 AWG, I-6 AWG, GND (1) 1 1/4 INCH ---._ .. DA F 5-f6-Ad ,ee I otter to. 1-ollow... .................... 1 ALL FLUOREBCEN LAMPS ARE OF THE SAME MANUFACTURER /1tl�r..l� .... ......... ... . . ALL LUNINAIRES ANF 120 VOLT. 2 W 25 (3) 250, 1-6 AG, GND (1) 2 1/2 INCH Irti/lddres ,q ) i �?('�rC� REVISION GND (1) 3/0 ��-..�, ---.w» _.....Y. _. ...... 160-016-00 SHEET 10145 w Come+JE S■i4 1100 Spruce Street,851» lharloti J -� � ! ra (501)�w rue 503 �i 160\016\00\DWG\E1.dwq 13UP 95-0128,©tJP 95-0178 -- SIT 95-0006 21 n1,9R If this police appears clearer 1h;Ir1 the doctlmet>It, the document is of marginal yual„J.. I J,111i111l 1111 lj ItIll fill t 114".1111! ! .J l�1jlll�Illl1ll �IIIIIIl11111 1 (II;!II�IIIlI I !!lI11!'llill I � IlIIII��I!!I I �lfllllf llll� �I�L�lL�I�L��E � lIJ�lIlI IIIIIII Itillilfl (IIIIiF11�i11�11 _r.. i� 1 iiI(IIIII IIIIIIIillll!{iiIiIllilIIIIIIIiIIIIiIIIli III In11111111111IIIIIIIII IIli IIIII IIIIIIIIII IIIII IIIIm11'1IIIIIIIIIII;,IiIn �inliin iuilniilin[i�[ ii���i �ri�'!r�i fif►limll 4 r ILA w c Im,NOTE5 TH 5H ET - I?FLuSH INCH BY IZ iNC;N B'r' 4 INC-44Jl1NCTloN Box FOR GF�9 \ . COME'UNICAT!ON WIRING. PNISH COVER TO MATCH ADJACEINT WALL., USE FLUSH TYPE FLANGED COVER C1 VERIFY EXACT LCYCATION OF TELEVISION DEVICE AND ASSOCIATED '+(j� lVN1tVG`� RECEPTACLE. C-Oc7RDINA7E WITH ARCHITECTURAL FOR EXACT LOCATION OF FLOOR j EW IBES 12 MC(NTED MIGRDPt•-40h1E AND AUDIO SYSTEM DEVICES iC - /Y- Sy 'r-PROVIDE SHUNT TRIP CIRCUIT BREAKER INTERLOCKED WITH HOOD CONTROL AND FIRE ALAR + SYSTEM. I� M 5� MONITOR HOOD CONTROL SYSTEM WITH F1RE ALARM SYSTEM. PROVIDE CONTROL PCAVER AS REQUIRED TO HOOD CONTROL SYSTEM. i PROVIDE CONTROL OF GAS SOLENOID VALVE BY FIRE ALARM SYSTFM. z pn ^ PROVIDE ALL REQ7 t°� REQUIRED RELAYS ANOnULL.: :" c'QE ALARM Ow O SYSTEM, COORDINATE WITH MECHANICAL. PROVIDE RELAY MANUAL [ O x RESET SW(7CH ON WALL LABELEr), 'LIGHT PILOTS AFTER RESET'. Ln "� VIDE INDICATOR LAMP AT RESET SWITCH INGICA7ING GAS VALVE Q 15 CLOSED, I.E. LAMP ILLUMINATED UA4EN VALVE IS CLOSED. � x w � SEMI FLUSH PGE PCAUER METER AF'PRCJY!r"'-hTE LOCATION, C7ORDINATE O U WITH AIIPC-41TECTURAL 0 ` O CENTRAL TELEPHONE (2) 1 I/4 INCH GC7NDI.;;i S TO 'rrB' 9 R+C7l,tTE TO TELEPHONE AND CABLE TELEV151ON POINT 01= C�ECTION. � o SEE SITE PLANS, COORONATE WITH UTILITIES FOR FIELD VERIFICATION OF REQUIREMENTS PRIOR TO BID, PROVIDE ALL UTILITY REQUIREMENTS FOR CONNECTION INCLUDING EXCAVATION, ACK FILL AND RACEWAY SYSTEM. �y ~�� wcn CO • �..� O Im PILOT LIGHT SWITCH,SWITCH, FOR HVAC EQUIPMENT LOCATED IN N � ATTIC,STENCIL SWITCH VER 'FAN' r_1 Z ,i Q � 10, (?) I " CONDUITS STIiLBED OUT r-C`R LIGHTING CONTROL OF FUTURE > PARKING AREA LIGP7lt•'G. CAP CONDUITS, DIMENSION EXACT O 'ATION ON RECORD DRAWINGS, I? (2) 1" CONDUITS TO 'TTB' IN AT; ,� SPACE. q N O 13 24 VOLT TWO POLE SWITCH FOR BAPTISTERY WATER HEAT -:R CC)NTROL. GU-I CU 2 CU-3 P-4COCRDINA7EEXACT LOCATION, )TcNGIL 'BApT'15TERY' PANEL 'P2' 3/4'C TO ATT;C SPACE 5 ? I4 FIRE W'1OKE DAMPER WITH DUCT SMOKE DETECTOR. PROVIDE 110 W I F--� VOLT ,=DUUER AND MONITOR AUXILIARY CONTACTS OF PACKAGE UNIT "� i—""` E4 DUCT g7°1010E DETECTORS. ►1--�Io-L�-U � - PANEL 'P4' LLNO '`� , GFI 3 d _.. _ -_ P(-26 _ P2-3 ,` b b j REFER j �-- EH-I 2PJ-72 -�- ---�- U PI 31 I! 2 • _ ._ —� _perysk �+ � Q, Pi-24 1 I I I Q a ' r II', �.._Ilgr I • II E,.,► std LC-310 t � I � � I � P7-5 b 3/4' I ?►/4 x--3/4 ! I FSDREEZER F-50 ~' ►--. F'?-15 � � ` • a! �\ r •. 701-1 � I 0 14 (0 . PI-29� 10 � � .� � � O _ •] P?-Im m �-3/4' -- — — — a Ta I P(-Im-12 P!-28 !-?'1 1 14 ® i�� ;1:� - U Cv=7 , fn F I F O ro%ol 15 WN-? �r • �-3/4' �� • 3/4' `- ' 8 t._,n� PI-34-41 3/4 -Ak"�,\ 8 I ( 8 a I Q S B TO ATTIC: -3/4 3/4� b �► S �] in WP GFT rJ 9 L r T APPROXIMATE —� LOCATION OF PGF POWER TRANSFORrER CA_ JOB NUVBER e a� .4 DRAWN BY CHECKED BY TI-1U 2 ELECTRICAL LEFR FLAN DATE 1/8' REVISION %0-016-00 SHEET 10115 SW x^10' Rose Spfuca Street,8500 SAN no 13UP 95.0128 f3UP 9b 0178 SI?95-0006 22 of 38 �� *w 97m r- 0� 50.t 6N-�1t♦ •n�pn.,r,m1o,alae. ftp: 4 520-OPO.......... 160\U16\00\OVMG\E2.dwg _ If this notice aI1l.e11's clearer fluid the document, the dm-nn.cnt is of mal glual g11;fr;;y. k'1 !} # 111411t fll�l)I�I�I�I I I�Ijl�l�l�il! I {�I,I�I�I�l�I I I �I�IlIlI�I�i I l�I�III�I�I`I I (���I�I•�lJ'11 #� # # � 1�1�1�I�I�I ��- 111CM MAS[i1111',!I car ► Rui 1 14 19 11 6i �IfiHllll�I IIIIIIIII III11111111111IIIIIIIIIIIIIIIIlIIIl�iiilll�llllullllllllnilnllnnl�lllll,Illnnllln{Ill�lillli�lllllall urlllm mlllllllifll►tr l�flll l l+ ll�iftl!'� i %y� GENERAL NOTES: NOTES Teds STE I � T . ,r I I, USE ARCHITECTURAL REFLECTED CEILING PLAN Ot PROVIDE WIRING AND POWER FOR KITCHEN EXHAUST HOOD AND HOOD � OREGON t � FOR EXACT LUMIt�WI}� LOCATIONS. L IGHTS, CONNECT TO HOOD CONTROL P'"Nizl- CIRCUIT. SEE ��i ��k. ML % �� MECHANICAL EQUIP-4.". T SCHEDULE FOR MOTOR CONNECTION& 2� LIGHTING SYSTEM CONTROL PANEL WITH, PRESETS. PROVIDE (U 1 EXPIRES 12-31 --...�.1 INCH CONDUIT BETWEEN CONTROL UNITI3 AND (2) l INCH CONDUIT5 � ` 7 FROM 'LC2' TO MAIN CONTROL PANEL 'LC'. ® LIGHTING SYSTEM DIMMIW_j PANEL 'LC'. EACH HOME RUN SHOWN TO 'LC' IS A SEPARATE DIMMING MODULE. (o tn tn 4 COORDINATE STRUCTURAL MOUNTING O!- THE TRACK LIGHTING SYSTEM WITH ARCHITECTURAL AMC STRUCTUR:�L. F•.� fes► rn u� 11 O TYPE 'L' LUMINAIRES ARE CHANDELIER T� "'E. PROVIDE STRUCTURAL M7 .�'' \�\ 'f'' SUPPORT AT STRUCTURE. COORDINATE REQUIREMENTS WITH C� O STRUCTURAL ENGINEER AND SEISMIC REQUIREMENTS. � � � C) PADDLE FAN. PRO'/IDE STRUCTURAL 3Uf'P) P-JORT, PROVIDE MULTI- � x SPEED CONTIiL'iL MOTOR -9kU(TCN. (1 Q '2 j O LOW VOLTAGE SWITCH A550CIA7ED WITH DIMMING, PANEL WALK-THRU. G 0 PI'-il 8 PHOTO CELL FOR LIGHTING CONTROL '- V) 9 LU IN 1SIRE MOUNTED IN SOFFIT, 5EE ARCHITECTURAL 14.) C,1 TYPE 'M' LUMINAIRES 1"OUNT + 8 FEET 0 .NCH. `fJ I 11 ROOF MOUNTED LU`1M.41RE, PROVIDE PENETRATION SEAL AS C'RECrED BY. ARCHITECT. VERIFY EXACT LOCATION FRI,:)R EO ROUGH IN. LJ c..) 12 R+OIJT>L VIA E>c;ER1OR NG LIGHTI , CONTROL. DO NOT C • ON51NE HOME RUN CIRCUITS. CJ o � I 2 1='ARTIAL BUILDING 5ECTION � i ✓I-wo SC 4LE fim lm j. 6 f 1 'A1 - 10 'El' I ' 'E1' .� 1 ,fn' 1 �' •, ,• � r=cr:dnls divid,Srb PANEL 'P? •il '"�''LC'-4 LC'-14,13 'XI' ; L "—`'_ , l G� ;� 1� r�,`; 'p ! I - LIGHTING CONTROL CABINET 'LC' 3 >cl 'p' 'LC'-2 LC -1 INAI A' .- . .—L� :.;;M �d' C L - o I ( J 'LC'-6-�-8-9 .>,•� i_ ��• - .il.-+PI' 9 P. 15 3 � F-' w � z i E, c� SC' E '--J i 8 W U a a 1 _, 7j LC-10-11 I PC w N' a 1 'Q' d C,... j d I _ C' _ C� r 8-9 i' I �-�` -_ �; r..� z 5 7 15 i4 3 I 'EI' �� 'A' sic .4.� F' •112' 'A' .� Tri' ,A• A41wA 1' 'XA' Q O l3 l 3 I '� 0. 'Al' L i I `/ 'A' ',Q' C' 9 PI'-13 11 e �a- ,' I E � � A A 1. 1 E1' J 'LG'-12-13 'E1 .C, 4 Q .M.1'9' --�-� I 2 to 12 13 3 -hell lob 4 I � N1 r� �-' 7 P' T ! Mm sic 12 '10 CE 3 JOB NUMBER DRAWN BY CHECKED by I THU I z ELECTRICAL L IGNTING FLAN DATE : e_12_S4 REV"SIGN 1b0-01b-00 — —_. SHEET Sprure Street,(3501)BUP 95-0128,BI�)f 95-017A 9�o.rtan, *w /IOQy 10445 5!carp, %N%NSIT 9,9-0006- 12 cof 5- Sud. Aow SOJ "4-Mil 160\016\00\DWG\E3.dwg FAIL �W uo--o o If (Itis notice allllears clearer 111,111 file document, file document is of matgiii-d ;I I1I11I1111mI111ajIjtjI IjJj Ill I twl Ij��,ll i i�l�! fll�l�'�I�I�I 1 l;�(f�I�l�lll I' l�I;I�I�IIl�I ! I �l�l�I�i�l�l I I�1 �l�1�l�l�l l�l�l�l�III�I1 O l# ; •} I l�I�l�l�l�l !° 1110 11111111 ill llllll l lf01i PARK* Il twlIllll llnllnlll lull►�►fll►�Ill— ll lllillll lllil�lllilllll�lllllllllnnlllllll+ �lillllll1n1111�1111�' + le nnll�ll llri�l�lll►lltlfr ��fi.......�f► . = � .":::�Ilinrtl GIN�F�WO% DIMMING PANEL 'LG' LOADS NOTES THIS 5�4EE_T_ �= G, -"-- - `- PROVIDE 3TRUC�TURAL SUPPORT OF PANEL TO N.E.C. Wc:>W NG CIRCUIT DESCRIPTION LOAD CONTROL NOTES I CLEARANCE AND UBC SEISMIC REQUIREMENTS. 'if►�f�I��` (WATTS) CHANNELI �� COORDINATE WITH N.E.C. WORKING CLEARANCE REQUIREMENTS F-E, ,ap tRt s 12-3 - -i - ( PROVIDE 6 POLE CONTACTOR NEMA- 1 ENCLOSURE, MANUAL (LOCAL) LC1 CHANDLIER 500 1 B OVER RIDE SWITCH, TIME CLOCK AND PHOTOC:EI :. 1-1:TERL.00K PHOTOCELL CONTROL LIGHTS ON AND TIME CI-OCK CCJNTROL LIGHTS LC2 CRO66 5POT5 200 2 A OFF WITH OVERR'DE ON OR OFF, n o LC3 PC�Err: VIDEO SCREEN 3 1 40 FZOI_ :E DOWN TO PILOT SWITCH (-T � a, �I LG4 L;AI_L SPOTS 300 4 A gO PROVIDE INTERLCX:K BETWEEN KE-F-1 AND MAI4•I, CCORDINATE WITH I Ln LG5 BAPTISTRY 200 5 A MECHANICAL. �., o LC6 TRACK LIGHTING 120 6 B O PROVIDE INTERLOCK BETWEEN EF-3 AND MAU-Z, COORDINATE WITH KEF-1 v Ln MECHANICALi 5 8 EF-1 L�1 TRACK LIGHTING 120 b B r xX LC8 TRACK LiGkTl% 120 1 B O DUCT SMOKE DETECTOR? FL04441SHED AND INSTALLED BY MECHANICAL. EF-3 PROVIDE FIRE ALARM515,EM MONITORING AND CONTROL. PROVIDE � TRAGK LIGHTING 120 1 B RELAY CONTACTS IN FIRE ALARM PANEL FOR FAN CONTROL. 0 L:iii WALL SCONCE 1300 $ COORDINATE VOLTAGE AND REQUIREMENTS WITH MECHANICAL. i MALI-1 I 0 ►- LC 11 WALL SCONCE 1800 b C O PROVIDE oF1` TIME DELAY, PROVIDE PARALLEL SWITCHING WITH BOTH ! EA.. w MEN'S AND WOMEN'S TOILET ROOM LIGHTS FOR FMN START, TIME ' 'P3 LC 12 WAl L 5CONCE 1800 $ C DELAY OFF. U5E SQUARE D CLASS 850?, OR EQUAL, coNT�r,TOR AND \ , �}.� 1.G 13 WALL. SCONCE 1100 8 C REQUIREMENTS 9052►, OR EQUAL, T!!'1ER COORDINATE � PNL 'P3' �, 1 SMECHANICAL. LC., 14 DOL,N LIGHTING 931 9 2 B .09 `../ GENERAL NOTE: UNLESS OTHER WISE NOTED, ALL CONTACTORS AND ! I Lj LC 15 DWI L IGHTIW3 931 9 2 B STARTEIRS REQUIRED FOR MECHANICAL EQUIPMENT OPERATION ARE I � �___� y � o FURNISHED BY MECHANICAL AND INSTALLED AND WIRED BY EAC Y ,� � � EAC � � v) ^ LC 16 SPARE 10 3 F� ELECTRICAL. COORDINATE WITH MECHANICAL FOR CONTROL COIL �t1V� F-3 _..... ! F'? P! •?-I ,. 11 VOLTAGE. , O ,K, Q LC 11 SPARE 3 B r c I U LC 18 SPARE 12 3 B ® SCIUARE: D aQOD APPROXIMATELY 14 INCHES TALL, 2m INCHES WIDE, D� C +-� 11 +, 1 'ACU TO MAIN TT8' (`� 0 0 1 INCHES C`EEP. .___� i I GROUND BUS TELEPHONE (N Ln II (Z) 1" CONDUITS TO 'SJB' I Ems' L_._-.-__...._._..._ TERMINAL TOTAL. LOAD 13354 F-4 4 BOARD IF 3/4' PLY NOTES OS ! 450 TALL 1 EF-2 i I PROVIDE COORCINATION AND MODULES 1 J� FOR SCREEN MOTOR CONTROL 2 COORDINATE WITH, FIXURE TYPE J MAY 8= DON-DIM MODULE: 1 ATTIC PLAN ,..a 3 FUTURE DIM MODULES WITH LEGEND CONTROL E4 i/8• • 1' m' AT REMOTc' CONTROL STATIONS 4 DIMMER SiZES E= A: 1,8 KW 5: 2.4 <W - � U E I2e. Z z x o MECHANICAL EQUIPMENT CONNECTION 5C,-JE DUL F _ z z TAG VOLTAGE PHASE LOAD FEEDER CONDUIT PANEL I FUSED SWITCH I NOTES AQ.. Fi 120 1 1100 W 2 "12, 112 GND 1/2 IN P3---2 30 AMP 1, Q ix F2 120 1 1100 W 2 '12, 1 '12 &0 1/2 IN P3-4 30 AMP 1, F3 120 1 1100 W 2 "12, 1 '12 GNP 1/2 IN P3---(o 30 AMP 1, F4 120 1 1100 W 2 1112, i "12 GND 1/2 iN P3---8 30 AMP 1, CU-1 240 1 10 KW 2 08, 1 010 GND 3/4 IN P4-1-3 NONE 3, CU-2 240 1 10 KW 2 08, I '10 GND 3/4 IN P4-5-1 NONE 3 CU-3 240 1 10 KW 2 "8 1 '10 GND 3/4 IN P4-9-11 NONE 3, CU-4 2'40 1 10 KW 2 "8, I �O GNI 3/4 IN F4-2-4 NONE: 3, MAU-1 120 1 1040 W 2 012, 1 '12 GND 1/2 IN P3---5 30 AMP 4,1 MAU-2 240 i 1680 W 2 012, 1 '12 GND 1/2 1N P3-1-9 30 AMP 1, w KEF-1 240 1 1680 W 2 "12, 1 12 GND 1/2 IN P3---11-13 30 AMP 5,1 EF-1 120 1 528 W 2 '!2, 1 �12 GND 1/2 IN P ---15 i5 AMP NON-FUSE 2, Lj EF-2 120 1 120 W 2 12, 1 "12 GND 1/2 IN P3---11 15 AMP NON- FUSE 5, Er-3 240 1 1200 W 2 '12, 1 X12 GND 1/2 iN P3---19-21 30 AMP 1, WN-1 120 1 120 W 2 "12, 1 92 GND 1/2 IN P1-11 15 AMP NON- FUSE I, L _ WH•2240 1 11,5 KW 2 %, 1 "10 GND I iN P2- - -!1-13 60 AMP 6,1 O2 o i� TELEPHONE/ A DF-1 120 1 396 W2 '12, 1 '12 GND 1/2 IN ?I---28 NONE 1, CONDUITS IN WALL CF-1 120 1 1200 W 2 '12, 1 "12 GND 1/2 iN P2---I(b NONE 1, _ EH-1 240 I 2 KW 2 012, 1 "12 GND I/2 IN P2-••10-12 NONE 1, FIRE ALARM CONTROL t._,. I � 'ANEL EAG1-4 120 1 120 W 2 '12, 1 '12 GND 1/2 IN P2- - -18 15 AMP NON- FUSE 9, - -- PANEL 'PI' 10 GT ENCLOSURE EXTERIOR LIGHTING CONTROL O JOB NUMBER NOTES -4 1 CIRGUITNG 5HOWN ON DRAWINGS 1� ' 1 -m 2 TIME DELAY ON INTERLOCK WITH BOTH TOILET ROOM LI,sHT SWITCHES DRAW% BY CHECKED BY 3 INTERLOCK WiTH 4550CIATED FURNACE 4INTERLOCK WITH KEF-I TNU � 5iNTERLOCK WITH MAU-i, PROVIDE WALL 5WITCH CONTOL 6UNDER STAGE PACKAGE CCMTROL5 1 SiZE ALL FUSES TO EQUIPMENT NAMEPLATE R4TING5 DATE 8 PROVIDE WALL TIMER 5WITCH - ZERO TO 30 MINUTE r i 9 FOUR ELECTRIC AIR CLEANERS, CIRCUIT TOGETHER, REVIs1oN PROVIDE SWITCHH,AT EACUNIT _-- - -- ------ - -- - - 160-Oib-0m SHEET Spruce Street,8500 R 10445 200 cow+ Rope swwtm BUP 95-0178,BUP 95-0179 r 4 -0006 24 of 36 R� a� � �. ►Alt �50J; �b-a10 SIT.5 :)0\016\00\:t 'C\E4.dwg i1, this notice appears clearer 111ml the document, the document is of marginal qual.ty. 1111111JilJill l� � . IIIIIlillilliliill-l-l1l1ll1ln1-l11111i1iIllIlIilIilllllf ' � - _ �i1111 1-1� Jill alttifio ilillliHIL,IIi11IIIIIIlllnIl1 iin liflliili iin� Illlliliit�lt f 1t in1 t�1�11tf flllil�rll Pio R PLUMBING CONNECTION SCHEDULE K,E*rE[) NOTE5 FLUt*151NIL`2 LEGENC� WNe 154W ?"A4W P40, IIXTUIII;�e W V CAU WW TWUJ REIMAFW�15 5AMPILE MAAFACTURIER C, I'*ToA4-L 5AF`TI6TW'r PER MANUFACTURER'5 COLD WATER IN CEILIWa SPACE RECOMMENDATIONS. PROvIDE MAIN DRAIN 4 BELOW SLAB U)c-I WATER CLOfICT 4 2 1 FLOOR I'JOUNTED, FLUSH VALVE KOHLER K-42FO-ET WITH STRAINER AND STOP M(744ANI51`1 SLOAN 8ROYAL' FLU6H VALVE ALSO PROVIDE C*#kO1"T- GRIL STRAINER HW HOT WATER 1,40- IN CEILING SP-4CE I ---- OVERFLOW DRAIN. WATF;4 CLOSET KOHLER K-4268-ET J. 4 2 1 FLOOR MOUNTED, FLUSH VALVE $LOAN "ROYAL.,' FLUSH VALVE 02 DRAIN PIPING FRAM DI&AUA&kER PER THW TEMPERED HOT WATER 110' IN CEILING SPACE 12-31- ------I COUP RE6UIREMENTS. v v V VENT RAPT T15APTISTOWY 2 2 SINGLE ENTRY BAPTISTRY MARv15 FIBERGLA66, INC. IN CEILING SPACE K044L-ER K-50-14--T 03 GREASE INTERCEPTOR, FLUSH WITH FLOOR 11 SANITARY WASTE IUR-I IRINAL-HANC!CAP 2 2 -*y4 WALL HUNG, FLUSH VALVE BELOW SLAB SL04N IROYAI-s FLUI&H VALVE rn LV-I i.AVATORY KOHLER K-21W 1 "'4 COUNTER OVAL 0) S*"`MMONS '5-W-2-G-7R' FAUCET 4'� .n LLXI-0 WALL CLEAN- OUT KOHLER K-20015 L V-2 LAVATORY 1 '/2 1 '/4 112 WALL WUWj, RECTAWxULAR rr) O 6YMMONS 'A--W-2-G-FR' FAUCETDF-1 DRINKIW-s FOUNTAIN 1 1,2 1 1/ ELKAY EBF6-84 COTG CLEANOUT TO GRADE < VTRLL- VENT THRU ROOF uj HOSE BIBS NON-FREEZE SMI'rH 5609 cr_ HOSE 5155 55-1 SERVICE SINK 3 2 16 1-� FIAT M155-2424 WITH "30--AA FAUCET BALL VALVE rz Fp—ILOCR-ORA!"� 3 2 SMITH 2005-A NC VALVE NORMALLY CLOSED WATER HEATER GAS FIRED WATER HEATER "15 STATE 55F-T5-12ONE FIXTURE MAW, NO. SEE NATURAL GAS 1 1/4 1 1/4 GAL 120~ BTU/HR SET *140 Euq-�1 w PLUM51W-s CAONNECTION SCHEDULE uj rn • tY Cv C) WATER HEATER LITTLE GIANTI WITH I'- r-- 0-4-2 Ii-5 KU) !1!5 G.PH Ln ELECTRIC *3000 AIJTOMATIC, SYSTEM 4 ,t U-) THERM(- STATIC c TV-1 �4' �4' 2 PCIWER5 HYDROGUARD 0431 -) MIXING VALVE 0 r) FS-I FLOOR SINK 3 2 SINK INDIRECT WASTE SMITH 3006 W/1/2 TOP 2' W SEE CIVIL DRAWINGS FOR 5-1 KITCHEN SINK 2 2 1/2 16 BY OWNER CONTINUATION 4' W SEE CIVIL COTG 4' -1j SEE CIVIL DRAWINGS FOR DfZAXIW-sS FOR CITY APROVED DOUBLE CHECK FE15CO 0805Y CONTINUATION CONTINUATION DCV-I DOUBLE CHECK :;4 VALVE IN CRAWL SPACE I (=9 1 COTG COTG LV-3 KITCHEN 814, < 1 1/2 1 t4 HAND WASH SIW, BY OWNER 2 2 KITC 2 WITH GARMAGE OISPOSAL By OWNER �41EN SINK 3 1-62 4" VTR GREASEINSTALL A P-�� CONTROL INTERCEPTOR 31 2 FITTIW-x ZURN Z-11'10-RE W, 3 . w 0 GI-1 -1r_u4---11 F r - - - +1 \ I 4N C4 5_? 1 I-V-1 Lv-11 WCO 2 VTR 31 VTR 0 RAPT E--4 411LU 0 U -0-/ ZO 3'VTR it x 0 cl-, y or- TIGARD %(%voci................................................. c,.);%,1:16iona!1y Approvcd.......................... 0 w0j% as ri, in: to: Follow-.......... .......... ................. Attach. ........ Now JOB NUMBER A R A WN B)' CHECKED BY' jw DAB W45TE 4 VENT- FL4N RECFIVEL) f to TF 10-11-'54 SCALE: JUN I z- 1995 REVISION 11MMITY DEVEL.UpMENr 104 5 S.N. CANY01 Rn-AV Spri!z.e Street,8500 SLAO 200 R" RFAWNTON, Clr.� 9W 3UP 95-0128,DUP 95-0178 r%ww � 3) is" $849 j SIT 95-0006 26 of 36 �qwfflm� WQv INC. FAX: 5W) 520-0W It' (Itis police app."ll-s cle'll-cl. 01.111 111c docilillent, the dOCIiIlllCllt is Of 1`1111,11'),J11,11 q0ill-*sy. 17 15 1 JI1M 24X i . I TO CEILING i� /�,�I►v`F\ �/� I-1 RE�TANGa AR FRAME WITH 15459 WATER HORS qN� HINGED 1-0:ICED DOOR AEBTOR cHAMMER'1MEIQ -- , , v FcR ' i i SGC = '-�4 �' /-- FULL SIZE ,� TO RcBTRDOM c V _J, -- / 8KEYED NOTES: 4s Y PA88 \\ FIXTURES PRlE:38URE J TRAP PRIMING, VALVE - -� �_ GAw,.icsE \� APPLY R30 INSULATION (IROUTE 3/4" PIPING FOR HOT WATER AND COLD WATER WITH vAG'.Ul�'1 O'/ER PIPING AND ATTACH PRESSURE REDUCING INSULATION EVERY *-0' BREAKERS TO DISHWASHER BALL VAI,VE -~ s' ✓ VALINE WITH INTEGRAL ON BOTH SIDES. VER`Fl C4N�ECTION SIZE. NCWMALL �r-m� ROUTE I/2" COLD WATER TO BEIGE cD K) �. STRAINER CLCD GRAB ICE MAKER 190X, SPECIALTY PRODUCTS W r o BAR b8-W0 W/COM VALVE, VERIFY LOCATION F-. r rn J ( ) NEAR REFRIGERATOR M- - 11In JM _----------•---- ----- --� i� t� Z M --------_.------- ` -�1--__-_-----_ �, 0ALL BRANCHES UNLESS MAIRlr.ED r►�. 3 Plfr'ING ARE AS SHOWN IN PLUM3ING �.�+M� w 0CECTION SCHEDULE. �J o o - DRINKING FOUNTIAN TO bE MOUNTED a < r r AT HANDICAP HEIGHT. u- II II FINISHED FLOOR.It q ----_ _ -_ 1 � COLD UUATER. R15ER ,� FIRING INSULATION DETAIL ' '�J w N 0 R2 SCALE- NTd F'2 xALE, NTS I Q 4 O In :LASS '13' C �45 VENT ` gEc 'S- II --- I !/1' CW WE CIVIL CCNTMUATION { THERMOMETER --�� TO KITCHEN 140' HW NCS► THERMOMETER ' HB-I PZ 11 �. TO RESTROOM 110' THW �� I 1 - - - r V-I I WH-I1/4' 4 WG-2 lUG .� _ COLD WATER3,2 1 I� 114" CW i _ I Tv-f L4 T►, SIAL 1144rrHW WC-) I1JC OOP I" u -1 -GAA METER SEE 0 -- A�SME CODE PRESSURE 4 I I 8-I i„� } 1 ' .` TEMPERATURE RELIEF + I. I 1�4” COLD WATER - 1 14" COLD WATER „ j VALVE. 1 4 CW BELOW SLAB � IN CEILING SPACE - _ . -- I tai"CW pF_1 3/4 CW ,_. ff GAS . . . — — — _ . . _ . , . _ . . — .- LV-1 (J LV-1 ''� x II WATER HEATER ' )1 I 114 CW 114 1_f I 1/4 1 v- —- - —�- - - — .01— ' LD U14TER L'✓ of-1 ��1/// �., i SET 1� 40' ( INTO CkAWL SPACEP 3/4 1'THW 3/4.r THW �D Z FROM i DRAIN TO 12" ►--I I 0 GAS G043 ABOVE GRADE T I �_1 1/4"CW W SIiP►'L`r RE SLATIW-s OUT51DF 3,4,rCW I t4 VALVE �-� � _ CHROME E­4 ESCUTCHEON I 83-I �I E-4 � y2rrTHW � 1 1i4�. 4. DIRT f CW d � - LECs MIN. 6' `'7 a FfNISHED - WELDED GALVANIZED GAS TEST FLOUR ST"--.EL DRIP PAN { COCK PLUGS 2'' DEEP II I I I 1 1/4" CAU ,cw I { r�/-�5 LUATE R �E ATE R HB_I 2 - - N F 2 SCALE. NT!! HB-I -F x I o VENT CAP STYLE- VENT HEIGHT ABOVE 0 WILL VARY WITH ROOF PER MANUFACTURER'S DIAMETER - RECOMMENDATION BFLMOUTH OR AND CODE - MINIMUM ROUND TOP _ HEIGHT 24' ABOVE ANY ACCEPTABLE -T � 37Ri,1CTJR1E WITHIN 10'-0' I JOB NUMBER I it ---- GLASg 'B' VENT I - 3TORM COLLAR--," I II� If�O-01k�-Ofd-P0�? - FLASHING CONE -- DR AWN BY ( PECKED BY ROOF JIRM 0.15 MAINTAIN CODE I �.. CLEARANCE FROM j _p I F I N� �,,,_FLAN AN C,ATr I0-17-94 r.OM13Ll3TIBLE3 SCALE: Igig'.1'-0' REVISION ,_0-1_gg 3 VENT CAF I P 12 ecAL�, rrre ----- SHEET wr�c4rrt-an la�o' Spruce Street,8500 &"BUP 95.0128,BUP 95-0178 � NWCk SIT q5.0006 27 of 36 If this 11olice alye,11•s clearer 01,111 the document, the doctimenl is ! m;Irl;inal ��{lii►I �I{I{i +{ Irl�h#�� L 144 D �llllll 7711llillt-,l t41.1 � � t int Illllllll�nnllinhlulilll�lulllnl►iulillli Illlllillllnl{Illlllllllllli{nlllllmm�ltln{nllhi ;l�nl Ilt�lliil Ilnhminnl�r��hi tt �Ilinlll i 77--- i I I CONSTRUCTION NOTES 1. VERTICAL. CONTROt. IS BASED ON THE (,:TY OF 11GARD BENCHMARK NO. 75, O.S.H.D. LINE NO. 370, EIPASS DISC AT THE S.E. 16. THE WETLAND BOUNDARY SHALL BE CLEARLY MARKET) WiTH SURVEYORS FLAGGINGva, "' ''0°-- all ` °° :c, 0 Orn i ( I I, W � r C, CORNER OF HALI BLVD., CROSSING STRUCTURE OVER HIGHWAY 217, STAMPED P 614, F_LEVATION 226.687. THE 5,'8" IR LOCATED AT PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY. IT SHALL BE THE ; , c W THE ►JURTHWEST CORNE=R OF THE PROPERTY HAS BEEN DESIGNATED AS A TBM WITH AN ELEVATION OF 187.35. CONTRACTORS RESPONSIBILITY TO MAINTAIN SAID FLAGGING FOR THE DURATION L # 2. HORIZONTAL CONTROL IS BASED ON THE FAST PROPERTY LINE WITH A HEARING C+F 5 00' 11'00" W PER METZGER ACRE TRACTS. OF THE CONSTRUCTION. 3. THE LEGAL DESCRIPTION OF THIS PROPERTY IS: TAX LOTS 701, 790 & 4400, SECTION 36, T1 S, R1 W, W.M. 17. A TREE CUTTING PERMIT IS REQUIRED TO BE. C-BTAINED BY THE OWNER PRIOR TO : S'H .SI~ic'[!�, CITY OF TIGARD, WASHINGTON COUNTY, STATE OF OREGON. PERFORMING ANY TREE REMOVAL WORK. A 1'FVET-OPMENT PERMIT IS REQUIRED TO N ,�� . �» J' BE OBTAINED PRIOR TO PERFORMING ANY DEVELOPMENT WORK. c �:.:#,' l .�b'' ��., ,.', ;7% ,,,� j;, � v � Z\ 1 +64 '4. TME PROJECT 15 BEING DEVELOPED BY T1�E JAPANESE INTERNATIONAL BAPTIST CHURCH, 5656 SW HUMPYREY BLVD., 1,1 E .I �­iv,23 -� --- s 18. CONSTRUCTION TRAFFIC SHALL NOT UTILIZE `_,.W. STEVE STREET p.T ANY TIME. r PORTLAND, OFi GON 9122?. I• /I .- - 'i ;; ,•, +t *,•-,1'a. ;1 ' '► •, Lr PRIVATE VEHICLES BELONGING TO CONSTRUCTION WORKERS SHA-1 NOT 'JSF S.W. ` N r 100, / e,•' •' .. '.r c r 5. THE FOLLOWIIJ� UTILITY COMPANIES PRU✓IGE SERVICF� STE VE STREET FOR PARKING AT ANY TI'AE. !N THE PROJECT VICINITY: _ Q / �', `i . . j 7 �� CITY OF TIGARD 639-4171 < n 19. MANHOLE RIMS AND VALVE COVERT ARE TO 6E ADJUSTEDC T rU CONFORM o THE of PORTLAND GENERAL ELECTRIC 464--7750 NEW FINISHED SURFACE OF S.W. SPRUCE ST. ,�, + ; r ''�� - ` r ..,. � a TUALATIN VALLEY WATER DISTRICT 642-1511 NORTtiWIWST NATURAL GAS 721--24;9 LJ I I 0 ��� ��*ate �„ $ ,.�, ,I . + 2o� CENTRAL TELEPHONE 639- 0631 F':,,, UTILITY NOTIFICATION rENTE-R 246- 3689 6. MATERIALS AND WORKMANSHIP WILL CONFORM TO THE: APPt+!CABLE STANDARD CONSTRUCTION SPECIFICATIONS OF ''HE CITY OF 1'GARD, Lx THE OREt;UN STATE HIGHWAY DIVISION, THE UNIFIFaD SEWERAGE AGENCY, AND THE TUAIATIN VALLk:Y WATER DISTRICT. W of WURK NOT SPECIFICALLY LISTED AS A PAY ITEM WILL BE CONSIDERED INCIDENTAL TO PAY ITEMS AND NOT MEASURED FOR PAYMENT. Sw. 8• TRAFFIC CONTROL SHALL BE PROVIDED BY 1EiE CONTRACTOR IN ACCORDANCE WITH THE CITY AND STATE'S STANDARD SPECIFICATIONS V ti. !' I Q�S�� AND, At-SO, IN ACCORDANCE WITH A C'-1Y (JOB SPECIFIC) APPROVED TRAFFIC CONTROL PLAN. A COPY OF THE APPROVED TRAFFIC ! ,. , ,. ����� CONTROL PLAN SHALE. BE AVAILABLE AT THE WORK AREA. h jLn w} ._..._ _ I t I i :+� ,• , b - I, f� UJ 9. -FF�FCTI`✓E EROSION CONTROL IS REQ'�IIzED. EROSION CONTROL DEVICES MUST BE INSTALLED AND MAINTAINED MEETING THE D.E.Q. ' � � c i Tt"-''� '' S���--`_-- �•�� �t� REQUIREMENTS. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE - -.2 EROSION CONTROL. SEDIMENT FENCES SMALL BE INSTALLED AS SHOWN ON THE EROSION/SEDIMENTATION CONTROL PLAN. A GRAVEL •j• - 4• ",,, ' ,r!l• " ••• t: .� � '' PAD FROM THE EDGE OF P.AVFMENT EYTENDING 50' INTO THE PROPERTY MUST BE PLACED AT THE POINT OF INGRESS AND EGRESS , oo USED BY CONSTRUCTION HAUL VEHICLES. THE P•D IS TO BE 20' WIDE AND 6" THICK. !' �� t, �•• .,-• �.. , � �� 10. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROI'_ED WITHIN THE WORK SITE AND SHALL BE So ROUTED b .- _-_ "_. ....�� tots) . �'' , .� •.; r �. "d'`f C_ THAT ADJACENT Pk;VA11= F'F27PERTY, PUBLIC PRC'''ERTY AND THE RELIEVING SYSTEM IS NOT ADVERSLY IMPACTED. THE CITY MAY AT 1- ry J (1 , •,., r , - I } ; ' � , �\ J , � ` r� ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. 11. EXCAVATOR'S) MUST COMPLY WITH O.R.S. 757.541 THROUGH 757.571; EXCAVATOR(S) SHALL NOTIFY ALL UTILITY CO'vIPANI�S TOR LINE r'K LOCATIONS 72 HOURS (MINIMUM) PRIOR TO START OF WORK. DAMAGE TO UTILITIES SHALL BE CORRC.CTED AT THE PERMIT HOLDERS �„� � EXPENSE, VICINE I `( MAS' �.� W N.T.S. 1 CONTRACTOR MUST VERIFY ALL EXIS'TNG UTILITIES FOR BOTH VERTICAL AND HORIZONTAL LOC 1TION PREOP, TO START OF WORK (POTHOLE _ BEFORE DIGGING IF NECESSARY). SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF FACILIT;cS BE NECESSARY , IT SHALL I I •.�-+— 1r — BE DONE: AT THE PERMIT HOLDERS EXPENSE. CHANGES MUST BE `,PPROVED BY THE CITY IN AD"ANCE of WORK PERFORMANCE. 18 w 3: CONTRACTOR SHALL COORDIIJATE THE WORK WTH AFFECTED UTILITY AGENCIES. ORS 757.541--,571 APPLIES TO THIS WORK. J r J 3 13. A TEMPORARY HARD-SURFACE PATCH (COLO MIX A.C. OF HUT MIX SASE PAVING) SHALL_ Bt: PLACED 0►J TRENCHES WITHIN ROADWAYS z o a AT THE END OF EACH DAY'S WORK. NO TRENCH, ON SITE OR OFF SITE, SN�LL BE LEFT AT .ANY TIME iiJ AN UNSAFE CONDITION. THE T'h('�' � 1 6 T � i- � o PERMIT HOLDER IS RESPONSERIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE RESULTING FROM THE PROSECUTION OF THE 'WORK. - 18� F- U d o z r� 0 Q ti v �^ �' Q- 0 M LA_ t 'r 4. NOTIFY THE CITY INSPECTOR 24 HOURS PRIOR TG INITIALIZING ANY WORK. ; ROWCr- _ _ 0 z� Cn _ 187 U vi ' ' ' 15. NO WORK WILL BE PERMITTED DURING THE HOURS OF DARKNESS, NOR BET'►NEEN 9 P.M. TO 7 A.M. MONDAY THROUGH FRIDAY, NOR � z F-- d' d N is cNv Id. I BETWEEN 9 P.M. TO 8 P.M. SATURDAY, NOR BETWEEN 9 P.M. TO 9 A.M. SUNDAY, '187 — V) w to n M CV N ro rn r SIT _-.-_ .._. l ._... r .n-- .. t� n Q ••- t� •f L QT .�� � W �--- r Q = (r7 �� - 00 00 Co 00 ao 113"1 1T.. 13- ao � 0 3 ►- •+� r 188 L,J Q r' v) C) C) I _ zm W � ►- a Ex G Q a Iz t, w --^" Cl- O = cn 176 (/� ' ____ _ - •L � o cn C, I J CJ + �'1F F TING I 30 U 3 \ ''ANTER /� / LO X01 (F.F.E I I OUSE S.W. th AVE. I 177 \ DRAINAGE / - f / p, ( \ { �. >i I ''fir. u t z,, r S = C-3 (n .� N t� I t __- N � J ; 0 ,n C] d O 173 I s// / I _-----1� �_- I I W n- r: > 10 Oa ON U z L z LJJ _ �3 �,.1 •• I �' " _ INDEX OF DRAWINGS z I 30 ? .50 0 3;,' 50' - - / t. ^ o N � z r� �" " , ' 'T ;, °o °o ° "° 110 a'no cc oor) SHEET 1 ',TLE AND EXISTING CONDITIONS cn v X78 SHEET 2 SW SPRUCE STREFT, PLAN & PROFILE to SHEET 3 OPJ---SIIE DRIVEWAY, PARKING, STORM SYSTEM ` `L° ANO WETLAND MITIGP.IIUN DETAILS C,rY p MEET 4 SANITARY AND WATER, PLAN VIEW 4 F'Tlr3.ARD .. ................... ,......[ J: AND DRY POND DETAILS ' 179 LEGEND Approved. APProved SHEET 5 GRADING PLAN ANC EROSION CONTROL PLAN Conditionel►�wo kla�_d�e�s� orlbed In: WITH DLTAII.S ; 1l TAX.. L _ `. 1t, l I / 1 c�" � For only t S� � c _J t f �3 DENOTES TREE TO BE REMOVED c, IT NO, s •„••,.......•• •• IE-T 6 TYPICAL SECTION AND DETAIL • , // ® EXI_TING MANHOLE PERM ,Follow••••••• ”" ' "' " ��•� E=T 7 DETAILS - 4 PC�r'1.AR °O, t See lector to' Attach....,.... -- EXISTft.G UT1L►1Y POLE 180 WESTERN RED CEDAR 0 PROPOSED CATCH BASIN Job Addre s: � � � :���POTENTIAL UNDERGROUND FACILITY OWNERS H E R S ' I j I I DOUGLAS FIR • PROPOSED MANHOLE By: ���,•__ : X16 181 rRl11T � PROPOSED DITCH INLET � _�------^- --^--^--_._`-_--- z n 0 "ONIE CALL. " h ^, I _ — I �,// ► OAK ---- 55------ EXISTING S1NITARY SEWER I U 1 �!_I� Y NUTI�ICATICJN CENTER w to � r� ' , /I,_ -- -----L- — --- WA NUT SS PROPOSED SANITARY SEWFR RE.CF VIED ') 6- 6699 �/� /. c --- -= J112 W —�-- EXISTING WATER MAIN 5 rn m rn o. coo to " r' --.t �) . DECIDUOUS TREE .A - •- 10ro *- ` � ao 00 W PROPOSED WATER LINE 199.5 AT & T CITY WATER � EXISTING FIRE HYDRANT (��MUN�tr1)CV CHEVRON PIPELINE GTE ST PROPOSED ST0,RM SEWER �tUNM�lVT NW NATURAL GAS NW PIPELINE EXISTING BLOW--OFF ASSEMBLY OLYMPIC PIPFLINE PGE r ® TREE TO BF REMOVE'' SANTA FE PIPELINE PP & L r , L1 EXISTING CATCH BASIN SPRINT STATE HIGHWAYS •r ! TEKTRONIX US WEST -� WESTERN UNION TCI CATV a Spruce Street,8500 .- Eft IP 95-0128, BUP 915-0178 I Si, 95-0(,0G 28 01 36 II' this „olive appears clearer (11,111 the docimmit, the doc•ume11l is of marginal ,Ilial;;�'. VI" r ! #�! l,.I I I III � II ' � � � • � :� �� .l11 11 1111111 x(11111 111}I � I 1 1 I I I J 1 � I Jill I I 11111111 VIII 111}111 I}III . . . :�. .. � _. ..: • � 4�Illinl I�Itllftl �I�Ih ► t � ' 11 } , �t 1it�If11 Ilillnl tllif►ullll►llllullullllllllllllllll 11111111!Jlnlllllllllnlllli►IIIllllllll,nIIIIIII�ulnlllnlllllll nnhll� unlnn Ilri�` ��I •i 1 �- , .'I�,t1111 I+ b U • Z ►- O W w • LLJl 1- > �t `r UO � aCt • l9 n. ! � N I Z c7 w 0 k'J t + C Z V" N t` � � c`Y r) � 0Mp "'7►2 J' g N -- z rn I ! N � ati_ 1 QCT QU ?� N o, -- -- - _—_ — -- Q (' Vi j V) C� h- Z Lal ta'r .+ a f9 — i F- Uj / f1 j 1 1+00 2+00 S.W. _SP-IR7-�U' C 3�tS10_ ! 4y'�( G -I- nc_) tJ `�J�c� i l.! ♦ / ♦ r ♦ / ..T_ 71 k � j' /E ti � J..' I._♦ � 'J J _1 J 1 1 ) w_ O 'v � r� s' r .� 5+04 6+00 < mGT - --{A1 - - -- - - - - - - -- - - L.0,- — - - --- W '7Scvi Q I m� -5.5'R ASPN.CONC. ' 1 3 I -='Y S/W TRANSITION 11,,,)��''O � Q 0.7 W Z2vi a ,.) `-INsm.! 150W H-S LIGHT W/ 6' MAST —A a`Ji c ,��.,, a r " �z ON EX'STING f'OLF 20' WIDE, N1 1/2" THICk w i G j I N CLASS C ASPHALTIC Z6� I CONCRETE OVERLAY, APi'LY �11 Jr Z -T 3 a. ~ w + 1 A TACK COAT OVER EXISTING E N O �� I PAVEMENT CJ�j ,roc ' Q � G, .' > = w o d RECONSTRUCT AS PER TYPICAL. m SECTION Sta. 2+97.06 TO Stc. 3+-82.06 )n �. . vow a 1 1 6� n EDGE OF EXISTING PAVEMENT ° `� C5 V Ln EXISTING CJI LA T CH- i► WATER DIVERSION BLIMP. - _ �/� y �, l LAJ t �- 5.5'RADIUS OP.LINF 51Di WALK \\ TRANSITION PLACE CRUSHED AGGREGATE= IN THIS \ OE• ASP.CONC. , � � z � z 0I I � AREA TO SUPPORT THE SIDEWALK --_ ___- -' � -- -- 20 ,� o p. k \TRANSITION AND A TRANSITIONING t I aOW CURES. / PVI STA = 3+50 _ .t v. O n 11 U (D w _ — - -- ___ _ - O r7 PVi E.L:.V a+ 189.94 -,. � �,..j - . � _ ,__----• Z N A.D. = 1.10 � O �n K m 45.29 Y �� F-_ Q>, 1.5" CLASS "Co ASPHALTIC CONCRETE OVERLAY F t C v vi k`' �� °' f y moi: co 0 - - 30.00' VC z I1 Q rn 3 C4 a Cra' TYPICAL SECTION SW SPRUCE ST. z Cn w � r' t ' �L m o LA_ ' + o N M s ( Sta 0+ 18. 00 to 5ta 2+ 97. 06 ) a: oUj + �. D 1� PO W o . ._____�.._...___________ x U f (n 141 > > M00 z_ r z•,Zx t I x � Q co W JN PA � I I _.__ � _ O r• r rn Il! < a S 5 1 '? 184 ' --- '-- �'� o N v Itrn! __ ___— ___ - �_. .. X Z PI) U., V) of _j II 4" SIDEWALK 1.5" CLASS "C" ASPHALTIC N w 3 PJ (1. m L CONCRETE OVERLAY FlNISHED C*ADE O C/L CURB _ " ? � � (.I 72 •r'�'` i-- w 3 CLASS C ASPHALTIC CONCRETE (2 LIFTS, SAME DAY) w (a EL ; Vi u-, *r B- S- - ___---•--_ -- _ . __. _._ _ RADE O C/i,,,.. w, �'' - 2 1 -0 CRU ,D -� SKO AGGREGATE z 'n - a d cr I 8" 1 1/2"--0" CRUSHED AGGREGATE W ! 2 4 m� a COMPACTED BASE, 95% OF T-99176 t z z __--_--.._.__-_ -_-___.___. __.-_------___ _ _.------ - -_-_-._.. � m wj t" �I m, � _ o � g TYPICAL_ SECTION , SW SPRUCE ST. � - ( Sta2+ 97. 06 to Sti 3+ 82 . 06` ) I f. I 2 f Q Darter ar.�v 5f � � 170.00 ---- _.. _ —� [tunl � a0 maps °Damao Com m 00 00 W_ oj v� rn 3 NOTE: SMOOT, THE SHOULDERS OF SW SPRUCE STREET FROM THE PROJECTS EASTERN LIMITS w' TO SW HALL BOULEVARD, SWEEP THE ENTIRE WIDTH OF SW SPRUCE WITHIN THESE � 0+00 1+00 2+00 3•4-00 44.00 5+00 6+00 LIMITS AND APPLY A TACK COAT PRIOR TO PAVING THE 1.5". THE O1_RLAY IS TO - _ BE PLACED THE SAME DAY AS THE PAVING OF THE WIDENED PORTION OF SW SPRUCE ST. Q1� S. W. SPRUCE ST. N Spruce Street,8500 BIJP 95 0128, BLIP 9', ()1 7P Si f 95-0006 2C of;t+ If this notice appears Clearer than the d mim,ent, the document is of marginal qua':ty• �� �I ti�il�l�l�`�� { #I.I� � � R � +I�l���I�l�l �l�lil���l�I� � �1�l�l���l�l} ilil�l���l�!► 1I1I1I►I1111!1lil���l�I� 1(� 11�y�1�� � _ 1111ijili ►I t 14 '��illi► - I i1IIil1111111111! !lIIII!!!IlIIIlllillillllllllllllllllllllNfllll!tilt'lii���in�!i�nl�Inlnn�nnl�lli►n+ills'Ii�nllli,�I III111111 iRillili��ulil�" . � ,� cif► ` II��tItl 24A t x TAX IAT 790 z C11j r .. Q STA 2+97.06 ( r — 4 BEG IMPROVEMENT U CD 258 OF 6' PVC SA VARY SER VI rE: WITH CL.EAOU TS-j I U) SS—SS SS -SSa v �f SANITARY ; E NOUT ;;r � CLEANOUT 411 W ----- --- ---- - - - I SEY" EASE1 WATER SERVICE I •c� NEW 1 METER G' W _—+ -�.--..- - W S.W. 85th AVE. zZ NTER OF TAX LOT 701 F.F.E. n 182.00 Td I '•' � I � ' -�"ao TRUE � - [� AINAGE — � pq 1 � R �vrE1rR -STA {+ 4.13, CENTER a 81CYCL.E• RACK P � — w� REMOVE) I, _ OF DRIVEWA r I - �D._� I Rti ,h & Ap 5� �-' RIM-190.60 s I F "- +" �- _ ,j, T RELOCATE HYDRANTCtt I I sl ti I ! f I IgII i ! .I C C Cir �0- `+�- TA 3+87_.06 �,LJ • T�n ' l 177.0 J FROM I ND IMPROVEMENT W�' x D• "nein / / Sj p0 �.- 3 iF 00 �-„ Zp, 1 Zw I FOR SURF CE WATER// _ fi ( P I;;A I I I �' I I EATMENT 1 ! �; NOTE: CONTRACTOR 0 �7°CN / ( q�_ ( / �-,.`' aoI \ / I I \ / I ,- i I / r� a., PLUG HOUSE END OF Uj Z • �� / " - _ -I- - SANITARY SEWER U _ AFTER REMOVAL OFI z Q M HOUSE. I I a" 177.0 tI f ' � 1 � / ( , I NOTE: INSTALL SANITARY SERVICE AT A SLOPE N -- — - - LI-I C I I / �� {� I OF NOT LESS THAN 0.0104 FI/FT. JM F,4 t N I (n c� I �5u, Ln STAN:1ARD M.H. FRAME, COVER, C014E k SECTIONS iJ In FlNtSH GRADE, 214.30 hX LOT 4400 - ( N /' ' H� o - rl 1 g' PAVEMENT � �� 6� `fi ca 14' / ,--BASE '20CK it g g i I I ' / �' � `i 4'S!DEW'ALK f }' I N ( 1 STEPS REQUIRED ,� I �}- I TO BOTTOM LAJ — b 8+ 35 _- Ile 6+00 7 �-� / � 3 - ROCK < z z � I j z 5 oa O r w - n 177.64 R c� cfl -� - lo 177.31 6" ADS N-12 TO DITCH Z v o -_ _ 3" *ZS TO POND W CK L) o Ln w n rn o I I l;V) I �- ca v) cn -r I L SEDIMENTATION crj it ( # PRIVATE OUTDOOR LIGHTING (!1 a _ r \ SEE DETAIL BELOW w 175.90 W an' �n �Q j �aV < �rUl z � < O U Vi Q U-) n �s INSTALL "DEAD END" SIGN x� < I ON STEVE ST/83rd SIGN SPLITTING MANHOLE (DMH-1 ) Q ) j 'OST Ai NI .DIA fELY BELOW o STP.EE1` SIGNS. I c� o ' --- - cr �� z rn S.W. 83rd Ave. \� �TREATMENT SURFACE ELEVATION 179.00 N 'n rn W o 3" ADS �- J � 0 MCY c� I Ld 4" ADS SCREW- ,�: `�.' PIPE FROM w o z rn r, IN CLEANOUT \� POND BOTTOM 177.00 QMH-1 �- > N 4" ADS U Q -- o 0.53` DIA. ..' � z o L.L U, l ORIFICE . .► = r- - 3' I' 3 Q s I w 4,' ? Vi U ti`' , � w i•� �.• 3/4 "1/2 CDRAIN ROCK cn u, o U ao Q Q . . t� cp A • . 3 to A r THE SLOPES AND BOTTOM CF THE DRY `a �� .• - POND ARE TO BE SEEDED % rH A GRASS Q �A SEED MIXTURE AS FOLLOWS: _ °- '`• 407E CITATION PERENNIAL RYE � � � ? S Z TORA SEWER OUT ` ,` 30% ILLAHEE CREEPING RED FESCUE J I.E. z 176.Q0 m ' 4 "n 30% CASCADE CHEWUNGS FESCUE -- �. 4 SEEDING SHALL OCCUR AS SOON AS p - - -- - - POLE LIGHT DETAIL WEATHER PERMITS THE EL74BUSHMENT w OF HEALTHY VEGETATION. TYPICAL EXTERIOR UGH TING 45' OF 6" ADS, OUTFALL Q 175.75, S-0.005 F'T/FT �- — - ( x U 20" DIA. FROSTED ACRYLIC SPHEREZ 10' HGT ALUM. POLE_, 6" DIA. PAINTED BLACK WATER QUALITY EXTENDED DRY FOND OUTFLOW DEVICE z z C) 18" SQ. x 24" DEEP CONC. FOOTING SLOPE TO DRAIN r OPERATED BY TIMER OR ELECTRIC EYE GROUND FAULT INTERRUPTION CONTROL Wr",TFR QUALITY FACILITY MAINTENANCE � �' ; o (S) EXTERIOR LIGHT FIXTURES 1. AT LEAST TWICE YEARLY, REMOVE PLUG IN ORIFICE AND CLEAN ORIFICE �t � WITH A 'VIRE TO REMOVE ANY MINERAL BUILDUP. 5 w i NOTE: FOLLOW MFG E:COMMENDED 2. MOW LAWN IN POND AREA AT LEAST BI-MONTHLY DURING THE PERIOD Uj I IN5"TAL.L P,TION dt MOUN(1NG INSTRUCTIONS FROM MAY 1 TO OCTOBE:P. 1. COLLECT AND REMOVE GRASS CLIPPINGS 1 NOTE: EACH UNIT HAS WALL MOUNTED AND DISPOSE OF OFF SITE. --- - 3. INSPECT POND AT LEAST YEARLY FOR ACCUMULATION OF EXCESS SILT. `n Cn I LIGHT FIXTURE WITH ELECTRIC EYE REMOVE EXCESS SILT FROM POND TO MAINTAIN DESIGN CONTOUR AND CONTROL AT FRONT ENTRY DEPTH. REPLANT GRASS AS REQUIRED. NQ 4. INSPECT SPUTTER MANHOLE AND CLEAN AND REMOVE SEDIMENT AND o NOTE: CACH UNIT HAS WALL MOUNTED OTHER DEBRIS AT LEAST ONCE PER YEAR. - - - - UGHT FIXTURE, MANUALLY OPERATED, 0 AT REAR PAT10 N I I Spruce Street,8500 DUP 95-0128,BUP 95-0176 SIT 95-0006 31 of 36 If this uolice appears dearer I11,111 the document, the document is of marij ml qua':ty. : .LIIIII�I IIII M ° f# l.1 t�lEl L� Jill 1111!11 1�1j1!I�I!1!I I Iil�Ijl�l!Ijr [ Ijljlji�ljl!I I�IjI!Ijl �Ijl!I (jl!I!I�l!I�! ill�l�l!L�L�I!I -_ �i .�I�I f CD ! s I; F 0 z cV f U p� I W __; Fito ter fabric Material �'� ~\ w iii Ll�►- 36' wide rolts f \ i v Use staples or wire I i rings to attach fabric wire u 1 . z NOTE: SITE TO BE STRIPPED OF ORGANIC MATERIAL WITH zv= 2'Hy 2' byla gn,wlre 7j THIS MATERIAL TO BE STOCKPILED FOR FUTURE. USE. b-g fabric or a uIV, w � o- q z z EXCAVATE PARKING, DRIVEWAYS AND BUILDING PAD S AREAS TO BOTTOM OF CRUSHED ROCK LEVEL. C' < 9 STOCKPILE EXCESS MATERIAL FOR USE AS UNCLASSIFIEDzaiko _-- m a Z 6 180 4:1 COMPACT DISTURBED NATIVE MATERIAL WITHIN PARKING, W • U�I .•. • > DRIVEWAY AND BUILDING PAD AREA TO 90% OF T-99. I LLJctia :;: - FILL. IU ., ' '.' ,. - -- PLACE CRUSHED ROCK AND COMPACT TO 95X OF T-99 c •'• •'•,• - 175 U 25 PRIOR TO PAVING PARKING AND DRIVEWAY AREAS. I ('gyp" . . . . �. SECTION B B SEE BUILDING PLANS FOR FOUNDATION AND SLAB BACKFILL � =o • SCALE: 1"=40'HORZ. SPECIFICATIONS. I Zp 1"-5'VERT. I . � Ma X. -N--- --------- _j- - N ! -FINISHED GRADE z°0 ti -ORIGINAL GROUND <a W --. .- ---- _. __ -- -- -- STRAW BALES Z 6� -- ---- - - - -- _ -- -' I _ 2'by 4' wood posts, IN D117- _� _- --- - _ - -_ •. � - I Q5 standard or better or equat altrenate� 180 -- M __ v �� y TOPS IL _.._ ,._.__ _ steel f ence posts --- W Notes Bury bottom of �, a filter m-aterial In NATIVE EXCAVATED SECTION A-A ) a- P 6B MATERIAL, FREE OF SCALE: 1"=40'HORZ. _ 3 �'►� g' by 12:' trench. � 6 Fitter fabric _— ORGANICS, COMPACTED 1"=5'VERT. 0 ° x Material TO 9OX OF .f-99 I� �' c All , I I % q 00 as ? r?72'by2' 14gan LOt 790 I aXSS 53 aowire f nbrlc \ STA -297�6 W equivalent O AEGN IMPROJE MENT CD ICU . - - - W15' 3 I I I TARY// _ . i EDIMENT , ,- _Icu SEWER `� Z Z a Ie' 17E OF FENCE - ,L -— - - :J S.W 35th AVE. 0 s 1,1 " a 80 C NTER �� T oz �1 ( F.F.E. S 1a .00 w I � - � tee- I--- � ui �� D AIN n,I;E i �,i '� a� I , } '_ J Q af UI W o 0 I BICY.GLL -- I u �, % J -S1 A X4.13, GEN TER Z - "' 0 IYI I / �C �c PAD 1 -" - -- -- _ _ __ I DRIVEWAY � S' c:v w 0rnt - -' Z z co tl o� r-- I ----- — -- I / / -' I 177 'I �_I -- ��i I % / / / TA 3+82.06 LTJ F: o � v .- SEDIMENT FENCE DETAIL cn / �.-� $ % 1 / / / ;' ND IMPROVEMENT cn i 3 Q �/ 3 00 _ / ! W Q w ' w LA-J F- I V) f / �1 / �. I �_ < 0 5 / I rn rn 00010o''o 00 a� arilCS a) r11 ao S 80 I I / L ` �� _ -� �' _ - — - 1 t 8 _ _ 0 .r v • �• 1 • • w \ • • war ' • -_. // / • �) —. . �.� X I \\ . ' .__ _( 1e -S IMENT `. / �- • I i"r_ F NCE / '-STRAW BALES SEDIMENT FENCE IN DITCH Q I / / / N o I �� I \ /_ / � 179 ;nw �.! rn 0 r - 1' ;'i)E 1NAL ' TAX L I F,(' -- 0487 a m a' rn Ln tij / .-- / Z Q L? wa0 1160 w z1x ^.1 II ' d cV 0) � 4'SiL _Wh' U _ U cn / AS � � cY = Q Q a rn T ° 181Ln in crio LLJ Z) UI ua I I 43 i I _ - . _ _ a ■ GRAVEL do MESH CATCH BASIN PROTECTION Q / ct L 00 00 -! Q 0 ..� OW—_ - 111 min. °' 00 00 � ao 00 ° _ - Grovel (1 f min. depth) NOTE: EXISTING PAVED DRl'/E TO BE a0 ati I I Runoff Water J _, J with Sediment % • .- UTILISED AS THE CUNSTRUCiION I � I --- ;� �•;;.:,�.� i�t>t• .� ,Y•r y.t....�:.;,�;.�.. ENTRANCE. 7 _- -- _ , :•'t t• ' !YL:•A:'tel.' rt. �''Y z Wire Mash with Filter I I \r �`� Fabric on top LJ Of z I Sediment V) I o ORIGINAL GROUND CONTOUR I � z Filtered iWu:er 0 FINISHED GROUND CONTOUR W W v w cr z a W < r WT z I U 5 I S w a I w LA. Cr G_ CD X11 =J1Ot I r 0 It f w N N N d d II Q 0 -- F GRAVEL. & MESH CATCH BASIN PROTECTION (14 M street,B B500 spruce. UP or,-0178 BUT'c)5.0128. sIT 4r J()0) If Ibis notice appears clearer 111.;In =he docunteni, the document is of marginal tltta':;y. IIIIIII�I�I�I 1141411`1 # . ���1�ly�l l i�1�l�i�l`i�lll fi�1�l�1�1�1�1 ,,��Ifll1 1 11111111111 11 I I1I1I11il�i�l I�I�III�►II�!! I�I�;�IIL�!II� -tf.��� ��}�I��Illl 11`1111 (ItlhNt IIII�tN %. i T�HIi lulllllll►III�IInIIIiIi�IIIIIIIIIIIIIIIIIiIIIII IIIIIIIIII111111I(IIIIi11111IIIIlIiItIIIIIIIIfllllliillilllllllln 111111"rl iln�Ilnl�tH�rt 11"i"V INA ilit r t�lh III 1 Ci n z NI W To a 0 Lo F ivW a UU W nl O a �� 7 F__ I .I F O N U V _ \p¢ 3/4 ft 6•_y,l EOCE 30'-0• MAX. 10'-0' MIN. do p. p- w 4i I (SEE TAB 9) GURU JOINT io U 0 U I�-- S' MIH. ---� Sc.E NOTE 5 RCW —ao; "' < Oz � � � • ' EX1571NC DRIVEWAY T H n U e 6' "'� �- DRAINAGE BLOCKOUT VARIES VADIN VARIES MAiC1 GRADE 2S n z A 3 I.D. PLASTIC (SEE TABLES) _ ---— I i3 "? - PIPE W/COUPLING ROAD " zo�n ' a -- z VARIES _77�� o Z < W — < H ii��ji �� MA'^H WIDTH •l �]`S<,{Yn S w dU I 16' Z w ' W • OO 9 ^ 1' OF 3/a•-0BASEROCK VS•W V) R/W LINE WZ$'+ •„�COMPACTED SUBGRADE ° PANIN 6• X 6• > P. 10 GA. ME w U O O ° JOINTS oonu9 ° O ' SIDEWALK ADJACENT TO Za• CONTRACTION 'Q SIDEWALK WUO .• (!Y 4 O N O J __ I W o N,: a o > < 9' - CURB JOAN S H 5' MIN. - - ROW Zo"� I TC N N U V N U LLL !- CURB _ .:•- _ 5'r`-- Qz TIC ~ < m p I A I ".17FACE OF CURB ^X � o > z r �, ) F TRAVERSE EXPANSION JOINTS: s'-o' MIN. s'-o' NUN. ROAD Zb�` W N I.I Q ,�W N (I p a W J I U F p� z 1. TO BE PROVIDED AT EACH POINT OF 3'-0• 13'-0' MAX 13'-0' MAX. J'-0' W sn ' SEE NOTE 5 n O a LOCATIONS THE CURB TAT OTHER PLAN / 0�- 9 CE O LocATON$ AS REQUIRED TO LIMIT THE USE E)OggTING EXPANSION JOINT J/ 2' OF J/a'- BASEROCK N jn m v 0 v Z SPACING TO A MAXIMUM OF 20 FT. P ORI SAWC' T AND PUCE COLD COMPACTED SUBGRADE - I Q ` JOINT. 1 1/2' EXPOSURE 2. MATERIAL TO TE PRE-MOLDED NON- r _ .�--- J � � EXTRUDED MATERIAL WITH A MINIMUM SIDETRACK AWAY FROM CURB �, Z THICKNESS OF 1/2'. NOTES \ s'X7fj m o < ELEVATION 8-8 0 GA. MESH "W gIF, n wIw Q TRAVERSE CONTRACTION JOINTS: ABOVE BASE 1. CONCRETE SMALL BE 3000 P.S.I. AFTER 28 DAYS, 6 SACK Mix SLUMP RAMC < �— O �. o CL 6,-1OF 1-1/2• TO 3'. � O�< 1. SPACING TO BE NOT MORE THAN 10 FT. a S74EL7 - - * 2. PANELS TO BE S FEET LONG. f :� a s' = w •- w 2. DEPTH OF THE JOINT SHALL BE AT ' •' ' ' " N K W = LEAST ONE FOURTH OF THE CROSS- TI ' • 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, M' 7 < zz o SECTIONAL AREA. 'e' •, 2. OF COMPACTED 3/4'-0' AGGREGATE UTILITY VAULTS, VMEELCHNR RAMPS, h AT SPACING NOT TO EXCEED 45 FEET. f i'> UU U CONCRETE BREAKING STRENGTH: NOTES SECTION A-A 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE s CURB, 1HE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/Y RADIUS W 3 I. CONCRETE SHALL BE COMMERCIAL MIX �: 3 T_; 1. TO BE 3000 P.S.I. AFTER 28 DAYS S. SIDEWALK SHA:L HAVE A MINIMUM THIrXN�SS OF 6 INCHES IF MOUNTABLE J '� 2. CURB JOINT SHALL BE A TROWELED JOINT WITH A MINIMUM 1/2' RADIUS CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. 1 z Q" z .� ALONG BACK OF CURB. OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES 7. ,3 vi w V) 9'>< J. EXPANSION JOINTS SHALL BF. 1/2' PREMOLOED ASPHALT IMPREGNATED 6. DRAIN BLOCEOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SDEIVALK WITH 3' DIAMETER � U ODI+ w INOTE: SIDEWALK 4' WIDE EXCEPT FROM I MATERIAL OR EQUAL, EXTEi•,DING FROM SUBGRADE TO FINISH GRADE PLASTIC PIPE AT 2x SLOPE CONTRACTION JOINT TO BE PLACED rVER PIPE '1: O' o SW SPRUCE TO BUILDING _ _ _ "I O p in I DETAIL NO. 1 : TYPICAL SECTIONS DETAIL NO. 2: STANDARD CURB SPRUCE ST. DETAIL NO. 3: COMMERCIAL DRIVEWAY DETAIL NO. 4: CONCRETE SIDEWALK, SPRUCE ST. Iv N a a m p - N 41 O O N ¢ CFi v - ILi y V) y IV -n wF � < U r- CIL 12• MAXIMUM 7 U5 0 o a O O O 3cMIN. 3' A.C. IN 2 LIFTS I z STREET AREAS I OUT OF STREET AREAS I ' \• MAKE SURFACE a O 0 r CC SAW CUT I I \•_ GROUT FILLET SMOOTH C I 70 6• _ - - ' - AND row DROOVED' O J O O O S O O rip u EXISTING SECTINVENT TO DIRECTION J < O RESURFACING I I ' Or FLOW O 0 I in in t�V . • . �, . •� . . . < a0 0_ In •.• •i • e • • • •••• • �/� I 1 I O 0 0 L.— 2'-5. S —.0 �_ 2'-4' SQ. _J H m N o N LLWCI O: O • // MANHOLE TO COFIGRM O. 0.0:0: •• WITH ASTM C-A S 0 PLAN VIEW BAR GRATE Z Za it W N .2 >>a 1 . . • •• � W oaorO1v z nm • . • • C) Z o CLASS B �/ I z S z o LLJo . BACIVILL • LASS A J 3 SANITARY STORM N ~ N � � 3 �" Q m a 2' 0' ••• s•' '••••• B/A�CK�FIL/L p ` -NT BASIN: WELDED 10 GA. Z m L) L MILD STEEL, COATED ALL a • SURFACES WITH ASPHALTIC a N FIN13N GRADE L PAINT. STANDARD J/a• - 0" • • • • / / eo FRAME AND COVEN 6 < GRANULAR BACKFILL- • °ere • • / < -- ---- I I W OUTLET STUB: FOR NO HUB \ • • . i// 2 SET FRAME IN GROUT yµIMUN Zr• FROM L I CONNECTOR. SIZE AS REQ'D • • . •• //// > NDN•Mel I14lINa FIRST ST P TO —!'I Q FOR )DICATED PIPE (SEE m • • . W GROUT TOP Or CASTING r. i PLAN W R GISmILEA S ss b b PRECAST •• PREfd11(D PLASTIC GASKET GRATE: WELDED STEEL G 2 I CONCRETE Y• mz DROP IN BAR GRATE (ASTM A36) � D SLAB SLAB '.. S• F• END BARS: 1/2' K 2' STANDARD• • + B S % ? �•O/C MANHOLE RERs. 2•-0• BIKE STRAP o , 000 LB UNIFORM LOAD �• 12• MAR. FOR - 3• CAPACITY o a PIPE BASE I•/rT, SLOPE ' CONCRETE rlr[ PROFILE VIEW S v BACKFILL IN STREET AREASU _ r 24-1/2' ASGRATEM STER ENC. O 1. IF S/W IS AGAINST CURB, FILL — ----J.' 31• HILL BORO, OREGON w ROCK 10 BACK OFS�' ••' -' .•' . . :. '._R ~- ( ) W NOTES: OR APPROVED EQUIVALENT w • I . USE SUBURBAN TYPE ONLY IN NON-TRAFFIC AREAS. 2 IF S/W IS NOT AGAINST CURB, S' FILL ROCK 2' BACK FROM CURB. 112• LAYER COMPACTED 2. COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A-48 CLASS 30, m S.C. MIN. • . GRAVEL q/••-OI 3. COVER AND FRAME 70 BE MACHINED TO A TRUE BEARING ALL AROUND. RM N 0 4. NOTCH LID FOR LIFTING HOOK. < DETAIL NO. 5: PIPE BEDDING & BACKFILL DETAIL NO. 6: FLATTOP MANHOLE DETAIL NO. 7: MANHOLE FRAME AND COVER DETAIL NO. 8: PRIVATE OR "LYNCH TYPE" CATCH BASIN z Spruce Street,8500 BUP 85.0128,SUP 85-0178 SIT95-0006 330136 If this notice appears clearer than the docuntet::, the doruntenl is 01 nuie ginal gaHI:zy. IIIIIIiI�il �#{Nia�11+4. a t�l��I I��IIIIIIIIII�rI1lIIlIIIILi�tilllilllll)I�IIIIIItIII!;II IIIIIIIIIIItI�IIIIIfllld I till Cj Dnlllu nilllnl unlet unlnn mduu ulllunlmllnu mdun nulnninlJIIII,uI Indnnlnldmdnnlnnlmll 'i n imisnnlliil mdnr : 24X z N ' ul 1 ►- C; II LI f c Z B Z 4 3/4' A ----2' ] �/t' - i �J Q 1P j01 TCm�� SUI.,^'NQ SEWER PIPE, SIZE AS SPECK EO LZ i t ST,,�.ND INC. SE ' L RCCF, CVER, -'C" FE; 7, AP,: r2._` TE D i PLYUOCD 5�-7 . W/ *Cd 6 ro' C.G. E^GES, 12' C FIELD 4LL' F / 2X CCNTIN. BLK.Cs. \� 106 tv Co' C C. TYP. Q F>=R(P'!ETER' � � MTL BES 1/4\ ` 1 S�4T. '11'1 GUTTERS j DN. 5PCUT5 ------- J �— 2X<;0 CELD.IR INTE OPS –� BE �- 2X4 LEDGER W/ 2X4 6 24' C.L. / GYF u5E s / FIN!. R.S. CED,4R PL`rUJD. 5OFF1T TYP>< 'x' GYP 8R-D• .�� 'Vi� ujCr Z�G�'2 Gf rj AYIIE IL _ ,1�E FAIL z EA E�' DETAIL p 9 3/4• 1'-0' 9 3/4' i'-0' �`C OF 00" R-_30 B,7 'ti�u�. d,?race Street,8500 f BHP 95.0128,DUP 95.0178 F S1795-0006 36 of 36 If this uulice appears clearer than the document, the document is of marginal quil.ty. L4 jilt � �if�l+I+I►I� ��i��t;�i�� ��t�l�t���rt,� r Ill Jill 1111 111 111c11<<liji ill<<111► . alit�II � � ~f4l, : � a►Ii ! 1�1i1 � I<f11 tlll�((II II(i�litll(III+IIIIIIIII�IIII IIII�IIII Illi�llllhlll�llll IIIIIiIII IIIIIIiIIIII!!II!lIIIHI�IIIIIIIIIIIIII;Iq�l�Il��llliGnl